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HomeMy Public PortalAbout10-0021 211 Butler LLC 'ry1UNlj'�/ 0/11 CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 09/02/2011 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT#: 100021 PROPOSED USE: NEW MIXED USE BLDG OCCUPANCY TYPE: P CONTACT NAME 211 BUTLER LLC CONTACT ADDRESS P 0 BOX 2812 CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328-2812 PROPERTY ADDRESS 211 BUTLER AVE UNIT A APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org • `a` • CITY OF TYBEE ISLAND BUILDING PERMIT ADDED TO SCOPE AND VALUE DATE ISSUED: 08/10/2010 PERMIT#: 100021 WORK DESCRIPTION NEW MIXED USE BLDG-SHELL ONLY WORK LOCATION 211 BUTLER AVE OWNER NAME 211 BUTLER LLC ADDRESS P 0 BOX 2812 CITY,ST,ZIP TYBEE ISLAND GA 31328-2812 PHONE NUMBER 912-786-6328 CONTRACTOR NAME J T ROBINSON CONSTRUCTION ADDRESS 2202 AUBURN ST CITY STATE ZIP SAVANNAH GA 31404 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 6106 OCCUPANCY TYPE P TOTAL FEES CHARGED $17,636.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $363,500.00 ADDED $13,500 VALUE FOR PORCH ROOFS & FLAT ROOF AREA ADJACENT TO DUPLEX. NOTE: FLAT BALANCE $ 108.00 DUE: ROOF AREA NOT FOR OCCUPANCY It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire,soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org of .a 1 �hx+eva,y+� CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 09/02/2011 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 100021 PROPOSED USE: NEW MIXED USE BLDG OCCUPANCY TYPE: P CONTACT NAME 211 BUTLER LLC CONTACT ADDRESS P 0 BOX 2812 CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328-2812 PROPERTY ADDRESS 211 BUTLER AVE UNIT B APPROVED BY: C� ,40 - S P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY 90-DAY TEMPORARY DATE COMPLETED: 05/25/2011 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 100021 PROPOSED USE: NEW MIXED USE BLDG OCCUPANCY TYPE: P CONTACT NAME 211 BUTLER LLC CONTACT ADDRESS P 0 BOX 2812 CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328-2812 PROPERTY ADDRESS 211 BUTLER AVE UNIT A APPROVED BY: L .51-14 THIS 90-DAY TEMPORARY CERTIFICATE OF OCCUPANY IS FOR THE COMMERICAL PORTION OF THE STRUCTURE ONLY. No occupancy of the two residential units is allowed. This 90-day Temporary Certificate of Occupancy will be revoked immediately by the City of Tybee Island if the Zoning Variance request for the building setback encroachment is not approved by the Mayor/City Council. 90-DAY$2,000 LETTER OF CREDIT RECEIVED AS PERFORMANCE BONDING FOR THE FOLLOWING: 1. Re-recording of Emergency Operation Plan after revisions are made as discussed at 05/25/2011 meeting.✓f-c• o"2-\\ 2. Submittal and acceptance of a revised as-built survey to include the additiop of the gutters.V. r e c. la- S- 3. Submittal and acceptance of a site plan to include delineation of parking.V r e c, (p-2t. I I 4. Acceptance of stabilization of soil. ✓ 11 P^ • , r; n o [_4-$ '4 S S„es ; w !o koz rrv, o n.4 M o^j'k\ 90-DAY$6,000 LETTER OF CREDIT RECEIVED AS PERFORMANCE BONDING FOR THE FOLLOWING: 1. Acceptance by Georgia Department of Transportation of the right-of-way encroachment of roof overhang and gutters.lc ,S-_i i P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org Dianne Otto From: Dianne Otto Sent: Wednesday, September 14, 2011 6:13 PM To: 'ternple.sipole @suntrust.com' Cc: 'Silver Waves' Subject: RE: Temple Sipole at Suntrust Bank Attachments: S35C-411091417580.pdf See attachment. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Silver Waves [mailto:wavessurfshop@yahoo.com] Sent: Wednesday, September 14, 2011 12:31 PM To: Dianne Otto Subject: Temple Sipole at Suntrust Bank Dianne Temple set up the escrow accounts. Her email is temple.sipole @suntrust.com. Thanks, Sue Green Executive Assistant Silver Waves Inc. P. 912 786-9596 F. 912 786-9597 i MAYOR ,pal: j CITY MANAGER Jason Buelterman s 0 Diane Schleicher CITY COUNCIL Shirley Sessions,Mayor Pro Tern w"t4` CLERK OF COUNCIL Wanda D. Doyle .ti Jan LeViner Bill Garbett Frank Schuman, Sr. et, Kathryn Williams (4,'' UOn�� '` CITY ATTORNEY Paul Wolff - - ° Edward M.Hughes CITY OF TYBEE ISLAND September 14, 2011 via email only Ms. L. Temple Sipole temple.sipole @suntrust.com Assistant Branch Manager and Banking Officer SunTrust 324 Johnny Mercer Blvd. Savannah, GA 31410 REGARDING: 211 Butler, LLC Dear Ms. Sipole, The City of Tybee Island issued and released Certificates of Occupancy for three units at 211 Butler Avenue, Tybee Island, on September 2, 2011. The items that were required under a 90- day Temporary Certificate of Occupancy issued on May 25, 2011, have been completed. The funds ($6,000 and $2,000) in escrow account 1000139238926 referenced in your two letters of May 26, 2011, are no longer required. Please let me know if I can be of further assistance. Sincerely, Dianne K. Otto Zoning Specialist cc: Sue Green wavessurfshop @yahoo.com P.O.Box 2749—403 Butler Avenue,Tybee Island, Georgia 31328-2749 (912) 786-4573—FAX(912) 786-5737 www.cityoftybee.org SuNjT ST- L.Temple Sipole Islands Branch �J1�I 11�1J 1 Assistant Branch Manager 324 Johnny Mercer Blvd. Savannah GA 31410 Tel 912.898.3123 Fax 912.898.3129 temple.sipole @suntrust.com May 26, 2011 City of Tybee Tybee Island GA 31328 Re: 211 Butler LLC, Tybee Island GA 31328 Pursuant to a request by City of Tybee to 211 Butler, LLC, SunT rust Bank has established an ESCROW account in the name of 211 Butler, LLC for the sole purpose of: THIS 90-DAY TEMPORARY CERTIFICATE OF OCCUPANCY IS FOR THE COMMERCIAL PORTION OF THE STRUCTURE ONLY. No occupancy of the two residential units is allowed. This 90-day Temporary Certificate of Occupancy will be revoked immediately by the City of Tybee Island if the Zoning Variance request for the building setback encroachment is not approved by the Mayor/City Council. 90-DAY SIX THOUSAND DOLLAR ($6,000) ESCROW ACCOUNT NUMBERED 1000139238934 IN THE NAME OF 211 BUTLER, LLC HAS BEEN ESTABLISHED AS OF MAY 26, 2011. THIS IS PERFORMANCE GUARANTEE FOR THE FOLLOWING: 1. Acceptance by Georgia Department of Transportation of the right-of-way encroachment of roof overhang and gutters. The funds will not be released to 211 Butler, LLC without Letter of Completed Compliance from The City of Tybee. In the event that no waiver is received within the 90 days or said modifications have not been made, the temporary Certificate of Occupancy will be revoked and funds in Escrow account 1000139238934 will be released to the City of Tybee Island to make said modifications. If you have any questions, please contact me at 912-898-3123. Verififed by: ter` F Temple Sipole, Assistant Yranch Manager and Banking Officer fi r. :roi5 £i - 2 -(( 0.0. I lie L.Temple Sipole Islands Branch , SUNrrRUST .11, Assistant Branch Manager 324 Johnny Mercer Blvd. Savannah GA 31410 Tel 912.898.3123 Fax 912.898.3129 temple.sipole @suntrust.com I A k\c‘vin \ ( Cv cQ:z May 26, 2011 i _k_29 -ke_s--Vv■S ■ ‘ A-ed —1.43<0 City of Tybee Tybee Island GA 31328 �.., 4,_ Re: 211 Butler LLC, Tybee Island GA 31328 Pursuant to a request by City of Tybee to 211 Butler, LLC, SunTrust Bank has established an ESCROW account in the name of 211 Butler, LLC for the sole purpose of: THIS 90-DAY TEMPORARY CERTIFICATE OF OCCUPANCY IS FOR THE COMMERCIAL PORTION OF THE STRUCTURE ONLY. No occupancy of the two residential units is allowed. This 90-day Temporary Certificate of Occupancy will be revoked immediately by the City of Tybee Island if the Zoning Variance request for the building setback encroachment is not approved by the Mayor/City Council. 90-DAY SIX THOUSAND DOLLAR ($6,000) ESCROW ACCOUNT NUMBERED 1000139238934 IN THE NAME OF 211 BUTLER, LLC HAS BEEN ESTABLISHED AS OF MAY 26, 2011. THIS IS PERFORMANCE GUARANTEE FOR THE FOLLOWING: 1. Acceptance by Georgia Department of Transportation of the right-of-way encroachment of roof overhang and gutters. The funds will not be released to 211 Butler, LLC without Letter of Completed Compliance from The City of Tybee. In the event that no waiver is received within the 90 days or said modifications have not been made, the temporary Certificate of Occupancy will be revoked and funds in Escrow account 1000139238934 will be released to the City of Tybee Island to make said modifications. If you have any questions, please contact me at 912-898-3123. Verif fed by: / )"'t,A9%C J 0 Temple Sipole, Assistant :ranch Manager and Banking Officer Re teo... 41 w/ q (( 0.0 . SV1V l.RUST'' L.Temple Sipole Islands Branch r Assistant Branch Manager 324 Johnny Mercer Blvd. Savannah GA 31410 Tel 912.898.3123 BY: Fax 912.898.3129 temple.sipole @suntrust.com -L , ffjInN\ /\ \J 6v\ ) May 26, 2011 - 4e-v- 0- S (f) 0 City of Tybee �, Tybee Island GA 31328 Re: 211 Butler LLC, Tybee Island GA 31328 Pursuant to a request by City of Tybee to 211 Butler, LLC, SunT rust Bank has established an ESCROW account in the name of 211 Butler, LLC for the sole purpose of: THIS 90-DAY TEMPORARY CERTIFICATE OF OCCUPANCY IS FOR THE COMMERCIAL PORTION OF THE STRUCTURE ONLY. No occupancy of the two residential units is allowed. This 90-day Temporary Certificate of Occupancy will be revoked immediately by the City of Tybee Island if the Zoning Variance request for the building setback encroachment is not approved by the Mayor/City Council. 90-DAY TWO THOUSAND DOLLAR ($2,000) ESCROW ACCOUNT NUMBERED 1000139238926 IN THE NAME OF 211 BUTLER, LLC HAS BEEN ESTABLISHED AS OF MAY 26, 2011. THIS IS PERFORMANCE GUARANTEE FOR THE FOLLOWING: 1. Re-recording of Emergency Operation Plan after revisions are made as discussed at 5/25/2011 meeting; 2. Submittal and acceptance of a revised as-built survey to include the addition of the gutters; 3. Submittal and acceptance of a site plan to include delineation of parking; and 4. Acceptance of stabilization of soil. The funds will not be released to 211 Butler, LLC without Letter of Completed Compliance from The City of Tybee. In the event that Items 1-4 are not completed within 90 days, the temporary Certificate of Occupancy will be revoked and funds in Escrow account 1000139238926 will be released to the City of Tybee Island for the purpose of completing listed items. If you have any questions, please contact me at 912-898-3123. Ver' ifed by: /61U 461%j' Temple Sipole, Assistant Branch Manager and Banking Officer fCeleGse.A vi araV SUN! j1 TGT` L.Temple Sipole Islands Branch i i�V X71 Assistant Branch Manager 324 Johnny Mercer Blvd. o Savannah GA 31410 Tel 912.898.3123 Fax 912.898.3129 temple.sipole@suntrust.com May 26, 2011 City of Tybee Tybee Island GA 31328 Re: 211 Butler LLC, Tybee Island GA 31328 Pursuant to a request by City of Tybee to 211 Butler, LLC, SunT rust Bank has established an ESCROW account in the name of 211 Butler, LLC for the sole purpose of: THIS 90-DAY TEMPORARY CERTIFICATE OF OCCUPANCY IS FOR THE COMMERCIAL PORTION OF THE STRUCTURE ONLY. No occupancy of the two residential units is allowed. This 90-day Temporary Certificate of Occupancy will be revoked immediately by the City of Tybee Island if the Zoning Variance request for the building setback encroachment is not approved by the Mayor/City Council. 90-DAY TWO THOUSAND DOLLAR ($2,000) ESCROW ACCOUNT NUMBERED 1000139238926 IN THE NAME OF 211 BUTLER, LLC HAS BEEN ESTABLISHED AS OF MAY 26, 2011. THIS IS PERFORMANCE GUARANTEE FOR THE FOLLOWING: 1. Re-recording of Emergency Operation Plan after revisions are made as discussed at 5/25/2011 meeting; 2. Submittal and acceptance of a revised as-built survey to include the addition of the gutters; 3. Submittal and acceptance of a site plan to include delineation of parking; and 4. Acceptance of stabilization of soil. The funds will not be released to 211 Butler, LLC without Letter of Completed Compliance from The City of Tybee. In the event that Items 1-4 are not completed within 90 days, the temporary Certificate of Occupancy will be revoked and funds in Escrow account 1000139238926 will be released to the City of Tybee Island for the purpose of completing listed items. If you have any questions, please contact me at 912-898-3123. Verififed by: �. Temple Sipole, Assistant Branch Manager and Banking Officer R 2 I Pas-32-d (r�( 9-2-1 t c.o Dianne Otto From: Dianne Otto 2a'� Sent: Monday, July 11, 2011 12:32 PM 10614 irto a S k :A.5 To: Walt Rocker(walt @rockbyinc.com) Cc: Nalene E. Conway; Ricky Goodman; 'Sue Green'; George Reese IC W a-4 "--1-4T Subject: 211 Butler Ave. -water meters Attachments: S35C-411071112030.pdf; plumbing_permit_appl.pdf S S 012,5 r e-GTE Walt, Q -ce -1 ( er )...S a-1 e.Ng.) Attached are documents related to the three water meters at 211 Butler Avenue. here appears to be confusion about the correct unit numbers and the plumbing to the appropriate meters may not be correct. On the bottom of the first page I have drawn a diagram of the units as assigned by Jimmy Brown, City of Tybee Island Emergency Manager. Meter A is the commercial store which includes the lawn sprinkler system and the restrooms inside the store and any outside spigots on the ground floor. The meter for unit B is for the residential unit on the corner of Butler Avenue and Third Street. The meter for unit C is the other residential unit. Please mark the water meters as indicated above. Please investigate that the plumbing has been correctly installed. If any portion of the building needs to be replumbed be sure to pull a permit BEFORE beginning the work. Attached is a plumbing permit application. If you have any questions please contact the appropriate City employee for assistance. Dianne K. Otto, CFM air k-� City of Tybee Island s'a; W ()Cie- ��S phone 912.786.4573 ext. 136 da ov+ fr'c,144 to:q fax 912.786.9539 j 4.- wQS W arm h� GA n fie- 4,1.o From: oceprinter @oce.com jmailto:oceprinter @oce.com] co r fe c.4- `fwd Sent: Monday, July 11, 2011 1:04 PM rp I U M b%e3v To: Dianne Otto Subject: Scan from Economic Development r 0 �"►'�- . Mosaic - Reading Report Page 1 of 1 0 ST, VV/47ô , ., , ..---ell EA/ :::,, ' ' ' Tybee Island, i Reading Report .1 GA Cycle r-- .. Reading Report j Meter Detail ,. Profile Graph 1l Graph Options : Cycle 01 I --- _.,1 --�.�—.—.---_°--�.�_ ._._ _ - -- ____ -- ---- Cycle 99 Account#: 04-0376-00 01001 Utility: Tybee Island,GA Name: NAVON,GIL Cycle: 01 Meter ID: 71647487 Route: 04 FF SN: 10130133 Sequence: 000000 Address: 211 BUTLER AVE B City,State: Tybee Island,GA Period: 05/25/11-07/08/11 Peak consumption of 3070 gallons occurred during the day of 06/06/11 Current Read: 20830 Read Time: 07/08/11 01'00 00 AM ":14-85 Graph Date: 07/08/11 01:14 PM / /,\.�[:(/` /� .(-- 2....0 4— t �A— L*-7i S Records.45 Go To Date: 107/08/2011 .-_f Save As CSV I XLS I PDF Read l nne a;es ny •aad Trouble Caar ;r,,,,„..00 07 08 01.00 AM • 10002401 I 20830 - - 50 ' ^// 07 06 01 00 AM 1_„ 10002401 20760 - 20 !� fj/� 07-06 01.00 AM 10002401 20760 20 07-05 01:00 AM 10002401 20740_ 20 l 07 04 01:00 AM _ 10002401 20720_ "---.'1 _./ .. ,� 20_ .. � �� 07-03 01:00 AM 10002401 20700_ .__.. 70 07 02 01 00 AM 10002401 20630 ✓ ,,� 40 ^�� jn 01 01.00 AM 10002401 20590 „ -�c,�:!'y f�(. 60 //T���VV(Al"' �QI��lf��!!06 30 01100 AM 10002401 20530 - _ 40 �j� 06-29 01'00 AM 10002401 20490 /' ` 200 ///��� )��j�' O6 28 01 00 AM 10002401 20290 S l7 �' 50 II 06-27 01 00 AM 10002401 20240 ��Y-"ii"' 40 06 26 01 00 AM 10002401 20190 /� _ 40 06-25 01:00 AM 10002401 20150 • O k -`� 90 06-24 01 00 AM 10002401 20060 - 570 06-23 01.00 AM 10002401 I 19490 06-22 01:00 AM 10002401 / �� 18090 J E - 44 S 120 06-21 01:00 AM - 10002401 j 18070 �,� 180 06-20 01.00 AM 10002401 17890 __ _ _ / 510 , _ 06-19 01:00 AM _ 10002401 _ 17380_ _ ;_ - /7 380 06 18 01 00 AM 10002401 ,-{- 17000 410 06-17 01:00 AM - 10002401 16590 - r� 160 06-1601.00 AM { 10002401 16430 { 1© kw,/ 400 06-15 01'00 AM 10002401 16030 - 450 06-14 01-00 AM 10002401 :I 15580. M06-13 01 00 AM 10002401 15510 C p �/r 70 f rV ��/A 10 06-12 01-00 AM _ 10002401 15500 - 2260 4 06-11 01.00 AM - 10002401 / 13240 , - l�� ,( �+L h�,�kk53/ 06-10 01:00 AM 10002401 1221D IVJVf 7r'/ J r /I j, 9 ' 06-09 01 OO AM - 10002401 12160 - 6D 06-08 01:00 AM 10002401 12100 - 410 06-07 01:00 AM 10002401 11690 - 3070 1 [ 06-06 01.00 AM 10002401 8620 - 1240 , 06-05 01:00 AM 10002401 7380 - 50 06-04 01:00 AM r, 10002401 7330 - 740 06-03 01:00 AM -_ _10002401___, 6590 _. _ __ __ _.. 530 06-0201.00 AM 10002401 i 6060 - 10 06-01 01 00 AM 10002401 6050 - 20• 05-31 01:00 AM 10002401 6030 - 20 05-30 01:00 AM 10002401 I 6010 - 2450 05-29 01 00 AM 10902401 3560 - 1080 05-28 01.00 AM 10002401 2480 - I 30 05-27 01 00 AM 10002401 2450 30 05-26 01:00 AM 10002401 2420 - 40 , 05-25 01 0 AM 10002401 y 2380 - 40 Processing time: 2 seconds ODalamalic,Ltd 2010.All Rights Reserved Terms of Use and Pro rielar MOSAIC 1 4 , lB e C I 1 1 https://www.datamaticmosaic.com/ViewSummary.aspx 7/8/2011 Mosaic - Reading Report Page 1 of 1 ei r t^. ,? /i ilk � /- f A Tvbee Island,. 1 Reading Report GA Cycle ' Reading Report 1 T Meter Detail Profile Graph Graph Options • Cycle 01 • Cycle 99 Account#: 04-0377-00-0377-00 01001 Utility: Tybee Island,GA Name: NAVON,GIL Cycle: 01 Meter ID: 72300581 Route: 04 FF SN: 10143868 Sequence: 000000 Address: 211 BUTLER AVE C City,State: Tybee Island,GA __..._ _. ... Period: 05/25/11-07/08/11 Peak consumption of 3340 gallons occurred during the day of 06/03/11 Current Read: 168530 Read Time: 07/08/11 01 00'00 AM Graph Date: 07/08/11 01,13 PM 1• , ^ • r -e— Records 45 Go To Date: 07/08/2011 J Save As CSV I XLS 1 PDF Read I tele Dula°ay Read rroubie Cede 1 Causer ,edd ' 07-08 01:00 AM -_ 10002401 1, 168530 - i 3210 , — t 3210 07-07 01.00 AM 10002401 165320 _ ____ - .._._,_ ._.-. __ : _ f I 07-06 01:00 AM 10002401 _ 162110 - _ 't 3210 L 10002401 _--.I 158900 - _ 3210 07 04 01 00 AM 10002401 j 155690 3210 07-04 Ot 00 AM i T �.. , 10002401 152480 3210 ' 07-05 07-02 01.00 AM 10002401 i 149270 - 3230 07-01 01:00 AM 10002401 146040 - t 1620 06-30 01:00 AM 10002401 144420 ' - 1600 06-29 01.00 AM 10002401 1 142820 I - I 3250 06 28 0100 AM 10002401 139570 6530 06-2701'00 AM -t - I - 06-26 01'00 AM � 10002401 _133040 1 - 3270 06-25 01'00 AM , 10002401 129770 - 3270 ,, 06-24 01 00 AM 10002401 126500 - 3240 06-23 01.00 AM 10002401 123260 - 3260 06-22 01 00 AM 10002401 1 120000 - 3280 06-21 01 OOAM 10002401 I 116720 1 3310 06-20 01 00 AM 10002401 + 113410 3330 06-19 01 00 AM ! 10002401 110080 3330 06-18 01.00 AM 10002401 1 106750 - 1 -3320 06-17 01-00 AM 10002401 [ 103430 - f 1660 06-16 01:00 AM 10002401 I 101770 _ - i 3320 06-15 01 00 AM 10002401 r 98450 - _ I 3310 06-14 01:00 AM -- 10002401 1 95140 - 3320 06-13 01 00 AM r- 10002401 1, 91820 - 3320 06-12 01',00 AM 10002401 88500 , - 3310 06-11 01:00 AM Y _ 10002401 85190 3330 • __--- -- ..._..---- -—--- r ---' _... 06-10 01 00 AM 10002401 i 81860 - 3330 .__ 06-09 01'00 AM 10002401 I 78530 - 3320 06-08 01:00 AM 10002401_ 75210 - 3320 ... 06-07 01 00 AM 10002401 71890 3320 __06-06 01 00 AM _ _ 10002401 f 68570 - 3320 -- 06-05 01:00 AM 10002401 . 65250 3330 06-04 01-00 AM ,,,,—3 10002401 61920 3340 i 06-03 01 00 AM 10002401 1 58580 3330 ,• 06-02 01 00 AM 10002401 55250 1690 06-01 01:00 AM 10002401 I 53560 _ - 0 I _053101OOAM ; 10002401 53560 - 0 • 05-30 01 00 AM 10002401 i 53560 - 0 05-29 01'00 AM 10002401 _, 53560 - 0 i I _-05 28 01.00 AM i_ _10002401 i_ 53560 - -_-- - 0 052701'00 AM , 10002401 t 53560 - _ 0 05-26 01 00 AM 10002401 53560 0 ', 05-25 01 00 AM 10002401 � 53560 _- 920 Processing time: 1 seconds ©Datamatic,Ltd.2010 All Rights Reserved Terms of Use and Proprietary Notice MOSAIC 1 0 38 6 https://www.datamaticmosaic.com/ViewSummary.aspx 7/8/2011 Mosaic - Reading Report Page 1 of 1 r,, FdI3SIAJC Y` Tybee Island, I Reading Report ji GA Cycle Reading Report ;!Meter Detail It Profile Graph Graph Options Cycle 01 � w Cycle 99 Account#: 04-0375-00 01001 Utility: Tybee Island,GA Name: NAVON,GIL Cycle: 01 Meter ID: 71787485 Route: 04 FF SN: 12088672 Sequence: 000000 Address: 211 BUTLER AVE A City,State: Tybee Island,GA Period: 05/25/11-07/08/11 Peak consumption of 40 gallons occurred during the day of 06/07/11 Current Read: 56370 Read Time: 07/08/11 01 00'00 AM i Graph Date: 07/08/11 01:15 PM Records 45 Go To Date: 107/08/2011 -C,—CI Save As CSV I XLS I PDF Read Iris f,a:away Read iror<.L•Ic Code Coesam}nine* 07-08 01.00 AM 10002401 56370 - 0 07-07 01.00 AM 10002401 I 56370 - _, 10 07-06 01:00 AM 1000_2401 } 56360 - 0 07 04 01'00 AM _ 10002401 56360 - ___ ___ 0 AM .._-10002401_ ~� 56360 0 07-0301:00 AM 10002401 56360 - 0 07-02 0100 AM 10002401 56360 1 _ . 0 07-01 01'00 AM 10002401 1 56360 - ; - 06 30 01 00 AM 10002401 ..__-. 56360. _ - ! 0 06-29 01:00 AM 10002401 1. 56360 • - 0 06-28 01:00 AM 10002401 { 56360_,,,' - 0 06-27 01.00 AM 10002401 _ 56360 _ - 0 06-26 01;00 AM 10002401 ,� 56360 - 0 06-25 01:00 AM 10002401 56360 - 0 06-24 01'90 AM 10002401 56360 - 0 06-23 01 00 AM 10002401 I 56360 - 10 06-22 01100 AM 10002401 _.,,_j 56350 - 0 . . 06-21 01'00 AM 10002401 � 56350 - 0 I 06-20 01:00 AM 10002401 { 56350 - 0 06-19 01:00 AM 10002401 1 56350 ---- 0 06-18 AM 10002401.—_._ {... 56350 --- 0 01'00 AM 10002401 1 56350 - _ - 0 06-16 01.00 AM 10002401 j 56350 - 0 06-15 01.00 AM 10002401 I 56350 - 0 06-14 01;00 AM 10002401 56350 - 0 06-13 01:00 AM 10002401 56350 - 0 06-12 01:00 AM 10002401 i 56350 -_-, __. 0 06-11 01:00 AM 10002401 1 56350 __- __. 0 06-10 01'00 AM 10002401 __ , 56350 - 0 06-09 01.00 AM 10002401 56350 - 0 06-08 01.00 AM 10002401 i 56350 ? . 40 06-07 01:00 AM 10002401 56310 0 { 06-06 01'00 AM 10002401 ___ 56310 _ - 0 . __ -06 05 01:00 AM -- 10002401 56310 - _.0 06-04 01:00 AM 10002401 56310 0 06030100AM _ _10002401 56310 - 0 06-02 01;00 AM 10002401 56310 - 0 ' 06-01 01:00 AM 10002401 56310 - 0 05-31 01'00 AM 10002401 56310 - 0 05-30 01:00 AM _ 10002401 { 56310 - 0 05-29 01.00 AM 10002401 56310 _-- 0 05-28 01-00 AM --- .. -- --r .._..5631 - -...... --_._ _.-.. _-. .. i. 0 ... 05-27 01.00 AM _4_ 10002401 y --- - -- _.. __ _-. 0 h-- 05-26 01:00 AM 10002401 56310 -- -- - _ 0 _ 05-2 5 OT00 AM 10002401 i 56310 0 - -- - Processing time: 1 seconds ©Dalamalic,Ltd 2010 All Rights Reserved Terms of Use and Proprietary Notice MOSAIC 1.0 38 6 https://www.datamaticmosaic.com/ViewSummary.aspx 7/8/2011 , j 1 S E R V I C E O R D E R JOB DATE: 7/07/2011 4 :21 PM SERVICE ORDER #: 008264 JOB CODE: CHECK-VERIFY METER # CORRECT JOB ACTION: METER INFO GROUP: FIN ISSUED BY: NS STAFF: 1ST AVAIL-WS REQUESTED BY: NAVON, GIL LOCATION: 211 BUTLER AVE C ACCT NO#: 04-0377-00 NAVON, GIL NEW CURRENT NEW SET SERVICE ACTION STATE METER # LAST READ READING METER # READING WATER INFO N/A 72300581 144 ORDER NOTES: VERIFY UNIT TO METER COMPLETION NOTES: SUPERVISOR NOTES: COMPLETION DATE: WORKED BY: APPROVED BY: OAccount Managernent-(View) `, ,—I6 2d File Edit Options Functions Consoles Help Account Number 04.0377-00 P News Occupant Address 211 'BUTLER AVE C 1 Zone El t' "Outstanding Miscellaneous SAO Name .NAVON,GI L . General I Metered Non-Metered I Financial 1 Information 1 Comments I History I Consumption History I Service Orders 1 Devices I y�6 . Yy Sery/Tbl 1040ICOM COMMERCIAL-SINGLE Quantity 0 00 Status IO 1 Amount I ��. oo 000 Units i 1.00 Step r Apply to Address Se7t Tbl Description Status Units Step Quantity Amount Pickup Containers Cubic Fti 040 COM COMMERCIAL-SINGLE On 1.00 0.00 lw 4 __ ... ________J E Edit This Record Clear i Views nsmith 0 Account riarOgernenit-(View) .-, j11,11 At .,... File Edit Options Functions Consoles Help _______ ___. _ .. . G 1 Account Number 164-6376 ID -66 P New Occupant: Address 211 IBUTLER AVE ..0 .............U.W1•16.4 Zone Fl A.' Name NAVON,GIL 141 General I Metered Non-Metered 1 Financial 1 Information 1 Comments History Consumption History Service Orders Devices Services „FoCf3M WATER -COM SINGLE -71647487--Tz Filter .1 Period 7/2009 Thru 1 6/2011 Grid r Graph Bill History 1 !...... . 'tear . AdIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIH i Read Total Demand Reading Month : Date I Previou::. , Current Consumption Read I Consumption Flag Source Occupant May --1 05/31/2011 2 6 4 Regular Hand Held 00 —Apr 04/30/2011 0 2 2 Regular Hand Held 00 Avg 3 I ----1 E Edit This Record 1 CI Clear _ _.. _ I View i nsmith I 6,Account Meeagernent-(View) ,-itni2d File Edit Options Functions Consoles Help 411C fai qt• '9 fll kb (E) Z 1 Li c CI • Account Number 104-0375-00 p New Occupant 107 i_..-1 ...__ Address Name 211 BUTLER AVE A Zone NAVON,GIL 1.a. j ft/ General Metered Non-Metered 1 Financial l Information Comments! History! Consumption History 1 Service Orders' Devices! Servabl piTiFoivt ,r; WATER-COM SINGLE Sequence r 0.00 Expected Consumption r 4 Status On C:1 Location P Units 1--760 Meter if 171787485 0 Instruction r--p Scale r--TITE Dials t-; I! Serial# 12144672 „.. Last Read 16/30- 56 r- A... S etv Tbi Description Status Units Meter 4 Scale Dials. Sequence Location 5 010 COM WATER-COM SINGLE On 1.00 71787485 [ 1.000 1 6 0.00 • I I_ _.....____I 1. r Edit This Record I 1:11 Clear _ View 1 nsmith l , , , ( y X11 CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY 90-DAY TEMPORARY DATE COMPLETED: 05/25/2011 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 100021 PROPOSED USE: NEW MIXED USE BLDG OCCUPANCY TYPE: P CONTACT NAME 211 BUTLER LLC CONTACT ADDRESS P 0 BOX 2812 CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328-2812 PROPERTY ADDRESS 211 BUTLER AVE UNIT A APPROVED BY: 5'141—�..,� . THIS 90-DAY TEMPORARY CERTIFICATE OF OCCUPANY IS FOR THE COMMERICAL PORTION OF THE STRUCTURE ONLY. No occupancy of the two residential units is allowed. This 90-day Temporary Certificate of Occupancy will be revoked immediately by the City of Tybee Island if the Zoning Variance request for the building setback encroachment is not approved by the Mayor/City Council. 90-DAY$2,000 LETTER OF CREDTT RECEIVED AS PERFORMANCE BONDING FOR THE FOLLOWING: 1. Re-recording of Emergency Operation Plan after revisions are made as discussed at 05/25/2011 meeting. 2. Submittal and acceptance of a revised as-built survey to include the addition of the gutters. 3. Submittal and acceptance of a site plan to include delineation of parking. 4. Acceptance of stabilization of soil. 90-DAY$6,000 LETTER OF CREDIT RECEIVED AS PERFORMANCE BONDING FOR THE FOLLOWING: 1. Acceptance by Georgia Department of Transportation of the right-of-way encroachment of roof overhang and gutters. P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX(912) 786-5737 www.cityoftybee.org CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING FEES DATE ISSUED: 09/06/2011 PERMIT#: 100021 WORK DESCRIPTION NEW MIXED USE BLDG-SHELL ONL WORK LOCATION 211 BUTLER AVE OWNER NAME 211 BUTLER LLC ADDRESS P 0 BOX 2812 CITY,ST,ZIP TYBEE ISLAND GA 31328-2812 PHONE NUMBER 912-786-6328 CONTRACTOR NAME ROCKBY INC ADDRESS 2700 GREGORY ST STE 130 CITY STATE ZIP SAVANNAH GA 31404 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 6106 OCCUPANCY TYPE P TOTAL FEES CHARGED $20,923.50 PROPERTY IDENTIFICATION# /\\ PROJECT VALUATION $363,500.00 Cat/ D ENGINEERING FEES 7/21/11 TO 9/2/11 TOTAL BALANCE DUE: $656.25 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: J'u P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352-7787 davisenginc(a bellsouth.net INVOICE September 5, 2011 Invoice#20804705 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 '' V L.__t' Phone (912)786-4573 Fax: (912) 786-9539 RE: Site Work for New Lovell Retail Project, Highway 80 East For Jeff Cramer(SAGIS shows Owner to be 211 Butler, LLC) PIN: 4-0004-08-004 DATE DESCRIPTION 07-21-11 n.c. Review of lighting and landscape submittals 07-26-11 0.5 hours Night site observations 07-27-11 n.c. Report on previous night's observations 07-28-11 2.0 Coord. w'GP and review of revisions 07-28-11 0.5 City Council Meeting 09-02-11 0.75 hours Site review with Billy Navone and the CM and closeout report 3.75 hours @$175/hour= $656.25 Total Due This Invoice 9 _ , ( i ad 4-o B21O ' 0021 -�o - 1 Dianne Otto From: Joe Wilson Sent: Wednesday, September 07, 2011 9:11 AM To: 'Downer Davis'; Dianne Otto Cc: Walt Rocker(walt @rockbyinc.com); Billy Navon (billynavon @yahoo.com) Subject: RE: 211 Butler Ave. 10-4, I concur From: Downer Davis f mailto:dkdbus©gmail.com] Sent: Tuesday, September 06, 2011 1:59 PM To: Dianne Otto Cc: Walt Rocker (walt@rockbyinc.com); Billy Navon (billynavon(ayahoo.com); Joe Wilson Subject: Re: 211 Butler Ave. Diane, On Friday when I visited the site with the CM, the stone surface in the ROW was completed. It's my understanding the Joe will sign off on the Lovell ROW portion. I'm copying Joe to confirm this. I discussed the completion of the stormwater basin items with Billy before Diane S. and I left the site. Billy advised he would move forward with corrections at this time. Downer «> On Tue, Sep 6, 2011 at 1:35 PM, Dianne Otto <Dotto @cityoftybee.org> wrote: Please see the information below from Downer Davis' monthly soil erosion control inspection report which he sent to me on August 31St CITY OF TYBEE ISLAND BMP EROSION CONTROL SITE INSPECTION CHECKLIST Section 12-7-6 O.C.G.A. subsection 3 Failure to properly design,install, or maintain,best management practices shall constitute a violation of any land-disturbing permit issued by LIA or by the division or of any general permit for construction activities issued by the division pursuant to subsection(f)of OCGA 12-5-30,the "Georgia Water Quality Section 12-7-12 of OCGA covers penalties and fines for the failure of BMP performance and maintenance. It is the City of Tybee's intent to avoid implementing such action by enforcement of BMP compliance. The City of Tybee Island is a Licensed Issuing Authority(LIA)for the State of Georgia. This inspection is both for compliance of the City with the requirements of the State for an LIA and the requirements for the site to be in compliance with State law. The following checklist may include items not required on this site. Any items noted below as deficient shall be properly addressed and the City of Tybee Zoning Department notified at(912)786-5302 x136. 1 07-27-11 211 Butler 1) Some of the stabilization efforts on the site appear to be failing. Additional effort is required by the Owner. The irrigation at the rear on Lovell is limited to a longitudinal area along the top of the bank. 2) The weeds and shrubs along and in the detention basin need trimming. DESCRIPTION Vegetative Best Management Practices Ds3 Disturbed Area Stabilization(With Permanent Vegetation) Ds4 Disturbed Area Stabilization(With Sodding) Or Alt Ds3 and Ds4 have failed over much of the detention basin. Lovell Avenue is in the background to the west. 2 The Lovell shoulder has not been stabilized. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed.If you are not the named addressee you should not disseminate,distribute or copy this e-mail.Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system.Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island.The recipient should check this email and any attachments for the presence of viruses.The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email.City of Tybee Island P.O.Box 2749 Tybee Island,GA 31328 3 Dianne Otto From: Downer Davis [dkdbus©gmail.com] Sent: Wednesday, April 27, 2011 2:41 PM To: Dianne Otto Cc: Joe Wilson; George Reese Subject: Re: 211 Butler Ave. -as-builts As I advised before I left town, I was on vacation until yesterday and I returned to Tybee after 5pm. Unfortunately, I was pretty much limited to Blackberry communication while out of state. I offer the following comments: Correction of drainage along Butler Avenue Both asbuilts show the building with a sidewalk in front of it with no cover over the sidewalk. Later a cover over the sidewalk was approved. This did not include a changed drainage approval. As we have determined previously, I concurred with the site plan prior to this building addition. It is my understanding during the prefinal inspection at 8am on 04-18-11 with Walt Rocker that gutters would be added with the downspouts directed away from Butler to create the evenly spread surface drainage flow the approved drainage design would provide. Please advise when this drainage matter is corrected. Utility Asbuilt - I'm not sure why there is no description of the existing meter and backflow device. I understand the location of the sanitary sewer lateral and water service changed northward. It appears that the intent was to "X" out the services and not the descriptions. Change is recommended. However, as this asbuilt is for the benefit of the W&S Dept. I yield to them on this matter. Drainage Asbuilt - The elevations in the pond were taken only at the center of the bottom of the basin.. It appears the contours shown are from the approved plans and not asbuilt. Either provide dimensions on the bottom of the basin or current elevation shots at the bottom of slope. Other comments to Walt Rocker during the prefinal inspection: The double row of curb stops to the north of the building is required. Currently then is only a single row. I agreed not to require curb stops against the curb provided that a yellow paint mark 4"-6" wide was made on the curb and gutter where parking stripes would normally go. Unless DOT provides written agreement to not install the stop sign on Butler, it will be required. The original plans were not revised after the reversal of Tybee Council eliminating the south drive. If DOT maintains the stop sign on Butler, one will be required on 3rd Street. Most importantly there is no perimeter sediment control on the project. As discussed with Walt Rocker at the onsite prefinal, sediment barrier is required to remain around the perimeter. Tybee will allow a 4'wide sod strip in lieu of replacing the sediment barrier. Correction of this deficiency is needed at this time. re n c 5 40 F r r P o,r- k :n5 : . `R 0� i S re E 0 :r c d . ko Also as discussed at the prefinal, the grate inlet at Lovell and 3rd is receiving sand. It was my understanding the grate inlet would be wrapped. D1 idlI overlook this? L:g�+� s k;el AS �4 la t S►+ec . - (, S 101: n rid Rr- ctu f• wJ G�k w 0. -I•o bock •r'.a(..) off' (: SIii- Sourc e . On.t.-i.04. or 41%o4'(-, v a. j 6c vu.a_tL , dk° Please advise when the Engineer's certification letter is provided, these issues are corrected and a final inspection is to be held. i Downer 6957262 «» On Mon, Apr 18, 2011 at 11:19 AM, Dianne Otto <Dotto@cityoftybee.org>wrote: Attached are the drainage and utility as-builts for 211 Butler Ave. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed.If you are not the named addressee you should not disseminate,distribute or copy this e-mail.Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system.Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island.The recipient should check this email and any attachments for the presence of viruses.The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email.City of Tybee Island P.O.Box 2749 Tybee Island,GA 31328 2 Dianne Otto From: Dianne Otto Sent: Monday, May 09, 2011 8:23 AM To: 'Walt Rocker; Mark Boswell Subject: FW: 208047 211 Butler water on Butler Ave. sidewalk Attachments: Tybee Island-Wilmington-20110508-00014.jpg See below and attachment. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Downer Davis jmailto:dkdbus@gmail.comj Sent: Monday, May 09, 2011 7:34 AM To: Dianne Otto Cc: Joe Wilson; Diane Schleicher Subject: 208047 211 Butler water on Butler Ave. sidewalk I recommend clicking on the attached photo prior to reading this email. I'm copying the CM as the discovery on noncompliance on the east drainage bypassed us and required her informing us. I'll keep her in my correspondence loop from now until its corrected. ! On Monday, April 18th, I met with you, Joe Wilson and Walt Rocker at the site for a pre final. At that time I I advised, I was leaving town for over a week the next day. We all gave Walt verbal comments, most of which he complied with. However, I find the front gutter assembly to be unacceptable. "...Later a cover over the sidewalk was approved. This did not include a changed drainage approval. As we have determined previously, I concurred with the site plan prior to this building addition. It is my understanding during the prefinal inspection at Sam on04-18-11 with Walt Rocker that gutters would be added with the downspouts directed away from Butler to create the evenly spread surface drainage flow the approved drainage design would provide. Please advise when this drainage matter is corrected." Joe late concurred with my email this statement was in. At the prefinal, I even walked out to the north side and walked and pointed to a 45 degree direction (diagonal away from Butler Ave.). I emphasized that the flow needed to be evenly distributed in the manner the sheet flow would have been to Butler with no cover. The current configuration of the downspouts only changes the drainage to an equally undesirable situation. As I said at the prefinal, I will not concur with concentrated point of discharge across the sidewalk. Correction is possible but it will most likely require not only realignment of the gutter, but probably a larger gutter channel. Forwarded message From: <dkdbus @gmail.com> Date: Sun, May 8, 2011 at 7:07 PM i Subject: Tybee Island-Wilmington-20110508-00014.jpg To: "Davis Engineering, Inc." <dkdbus@gmail.com> Sent on the Sprint®Now Network from my BlackBerry® 2 , 1 ,.. . , • r a pi i g 41 i 1r r ti� � , �t, �.ty ; A , + _, ' ■ I. J Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Wednesday, May 11, 2011 5:09 PM To: Dianne Otto Cc: Joe Wilson; Diane Schleicher Subject: 208047 211 Butler The gutters have been adjusted satisfactorily. Walt Rocker requested relief in the same manner at Captains Watch (NW corner Butler and 15th). The gutters have now been rotated to discharge parallel to (instead of directly on to) the City's sidewalks. While this is not the same effect as the even sheet flow would have been, its a reasonable alternative. Its my opinion this adjustment adequately addresses the concerns of the citizens that took this matter to the CM. I was told the utility and drainage asbuilts would be sent out today as pdf's. Please forward them to me when you get them as I will have my laptop and electronic files with me. The adjustments to the asbuilts and the engineer's certification letter are all that remain for my concurrence. 1 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31 4 7 0 972-897-- 6932 LAHBOS @BELLSO UTH.NET May 18, 2011 CO ` Diane Otto Planning and Zoning y 4 a Tybee Island, Georgia Re: 211 Butler Avenue Diane, At the request of the Owner, we have inspected the project referenced above for compliance with the approved drainage plan. After a brief inspection of the project, it is our opinion that the project is in substantial compliance with the approved drainage plan. Thank you for your assistance and please do not hesitate to contact us if you should require more information. We may be reached at 897-6932, fax to 897-2287 or e-mail to lahbos@bellsouth.net. Sincerely, Mark Boswell Q n djad 40 l., o fur, �o . e ot.cra.. Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Thursday, May 12, 2011 12:09 AM To: Dianne Otto Subject: 211 Butler As your requested, I counted the parking spaces delineated at 211. You were correct that the asbuilts show more than were provided. I got the same amount against the detention pond as shown on the asbuilt. I believe they picked up one further north along the Lovell Avenue R.O.W. However, they are short two in the middle of the north end of the parking lot. They only put 5 sets of back to back curb stops and the plans call for 6 sets. The handicapped spaces are still at the building but were moved further north. The asbuilts show 3 spaces in this are north of the two relocated handicapped spaces and there are only two, however they have the same amount shown on the plans. As they had more than the required amount of parking, I leave it to others whether they are required to provide the amount shown on the plans. To answer your initial question, the asbuilts are incorrect with regard to the number and location of parking spaces.. 1 5/20/2011 3:01 PM A/P HISTORY CHECK REPORT PAGE: 10 VENDOR SET: 01 CITY OF TYBEE ISLAND BANK: STAP AP-SUNTRUST 2 1 n DATE RANGE: 0/00/0000 THRU 99/99/9999 ` ' I V! I C r �/L-�/'e. CHECK INVOICE CHECK CHECK CHECK VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT 002055 DAVIS ENGINEERING, INC I-20802101 TRIPLEX ON IZLAR/ M.KITCHENS R 5/02/2008 350.00 307480 350.00 002055 DAVIS ENGINEERING, INC I-20701802 LOT 1 BREWER LANDG. E HOGAN R 5/16/2008 175.00 307683 175.00 002055 DAVIS ENGINEERING, INC I-20707502 LOT #4 8TH TER. R 5/22/2008 87.50 307812 87.50 002055 DAVIS ENGINEERING, INC 1-20613102 1507 2ND AVENUE R 6/13/2008 175.00 308099 175.00 , 002055 DAVIS ENGINEERING, INC 1-20800101 DAVIS ENGINEERING, INC R 6/20/2008 656.25 308227 656.25 002055 DAVIS ENGINEERING, INC I-20703402 12 TEREASA LANE R 6/26/2008 43.75 308295 I-20705702 1111 LAUREL AVE/ T.PETREA R 6/26/2008 131.25 308295 175.00 002055 DAVIS ENGINEERING, INC I-20606902 DAVIS ENGINEERING, INC R 7/03/2008 262.50 308419 I-20609502 LOT G-4-1 & G-4-2 NE CRNR 7TH R 7/03/2008 175.00 308419 I-20707402 1510 LOVELL AVE LOT 36B MARKS R 7/03/2008 87.50 308419 525.00 002055 DAVIS ENGINEERING, INC I-20708902 CAMPBEL & 80 BAIT & TACKLE RES R 7/17/2008 306.25 308601 I-208.0300B TAYLOR & PULASKI PADISON CRIT R 7/17/2008 175.00 308601 1-20804301 17 LOGAN ST. / LANIER # 2031 R 7/17/2008 437.50 308601 918.75 002055 DAVIS ENGINEERING, INC I- 20606902 LOT 76-C 12TH PLACE R 7/31/2008 175.00 308906 175.00 002055 DAVIS ENGINEERING, INC I-20410802 LOT # 127 8TH ST R 8/08/2008 87.50 308989 87.50 002055 DAVIS ENGINEERING, INC 1-20500402 TYBEE RETREAT LOT 15 17TH PL R 8/25/2008 175.00 309191 I-20614202A SULLIVAN SUBDIV. SOLOM&POLK R 8/25/2008 3,675.00 309191 I-20614202B SULLIVAN SUB. SOLON & POLK R 8/25/2008 3,500.00 309191 I-20804201 PALMWOOD CT / M.TURNER R 8/25/2008 262.50 309191 I-20804701 DAVIS ENGINEERING, INC R 8/25/2008 262.50 309191 7,875.00 002055 DAVIS ENGINEERING, INC I-20804202 PALMWOOD CRT M.TURNER R 8/28/2008 175.00 309343 175.00 F 5/20/2011 3:01 PM A/P HISTORY CHECK REPORT PAGE: 11 VENDOR SET: 01 CITY OF TYBEE ISLAND 1 ,. BANK: STAP .CITY DATE RANGE: 0/00/0000 THRU 99/99/9999 CHECK INVOICE CHECK CHECK CHECK VENDOR I.D. NAME STATUS DATE AMOUNT DISCOUNT NO STATUS AMOUNT 002055 DAVIS ENGINEERING, INC I-20710002 BANK @SWCORNR CAMPB & 80- R 9/04/2008 612.50 309401 612.50 002055 DAVIS ENGINEERING, INC 1-20805001 LOT 9 THE SANCTUARY DEI 20805 R 9/18/2008 87.50 309608 87.50 002055 DAVIS ENGINEERING, INC I-20601201C WARD 3 8A&8B/#3 10TH ST R 10/09/2008 700.00 309898 .I-20601201P0 3 10TH ST LOT 6 SUB 61,62 PARK R 10/09/2008 262.60 309898 962.60 002055 DAVIS ENGINEERING, INC L-20409603 20409603 OCEAN INLET SUBDIV R 10/16/2008 7,262.50 309972 7,262.50 002055 DAVIS ENGINEERING, INC I-20807201 WATSE WATER PLANT/LIFT STN 6 R 10/31/2008 175.00 310125 175.00 002055 DAVIS ENGINEERING, INC I-20601301 LOT 44 SHIRLEY DR. R 12/19/2008 787.50 310803 ' I-20607001 SALT MEADOWS ENG FEES R 12/19/2008 2,237.50 310803 3,025.00 002055 DAVIS ENGINEERING, INC I-20709102 LOT 5 8TH ST. TOM WATERS R 1/14/2009 262.50 311060 262.50 002055 DAVIS ENGINEERING, INC I-20607401 DAVIS ENGINEERING, INC R 2/19/2009 2,187.50 311369 I-20614203 SULLIVAN SUB SOL.& POLK R 2/19/2009 437.50 311369 2,625.00 I 002055 DAVIS ENGINEERING, INC 1-20804702 LOVELL RETAIL PROJ CRAMER R 3/06/2009 612.50 311599 I-20807401 DUNE X-OVER BYERS&BAY WILSO R 3/06/2009 175.00 311599 787.50 002055 DAVIS ENGINEERING, INC I-20607402 LOT 1&2 8TH ST MCNEAL R 4/16/2009 1,225.00 312109 I-20614204 WOODS SOLOMON&POLK SULLIVA R 4/16/2009 437.50 312109 1,662.50 002055 DAVIS ENGINEERING, INC I-20902501 1509 2ND AVE V 6/04/2009 218.75 312749 218.75 002055 DAVIS ENGINEERING, INC C-CHECK DAVIS ENGINEERING, INC UNPOST V 6/04/2009 312749 218.75 002055 DAVIS ENGINEERING, INC M-CHECK DAVIS ENGINEERING, INC UNPOST V 9/01/2010 312749 218.75CR DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352-7787 davisenginc@bellsouth.net INVOICE May 23, 2011 Invoice #20804704 Diane Otto r ., . ., . City of Tybee Island, P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 . RE: Site Work for New Lovell Retail Project, Highway 80 East For Jeff Cramer (SAGIS shows Owner to be 211 Butler, LLC) PIN: 4-0004 -08-004 All work from February 19, 2009 through July and much of through February of 2010 was related to the 3rd Street entrance. 6 hours @ $175 = $1,000 Total Due This Invoice Q.46 "1,:.1 62.e, IS a n h 'rd `k-ea:A' On-6nce,/law Su.T G -2(0-It -4-o AP f II il Search Results File Edit View Favorites Tools Help Back - t , Search Folders 7.1. Address j Search Results Search Companion X Name In Folder Size Type 5E211001 208047 211ButlerAve 081010 violation notice E:%My Docu... 31 KB Microsoft Worc J 1211001 208047 dirt in 3rd St looking east EaMy Docu... 3,617 KB JPEG Image 210001 208047 040110 E:\My Docu... 44 KB Microsoft Worc °=208047Lovell Utilities Dixie sketch E:\My Docu... 15 KB Adobe Acrobat 208047 C-4 rcvd 022510 E:\My Docu... 1,508 KB Adobe Acrobat 08047 Hughes to Council M&C 02.16.10-scan E:\My Docu... 79 KB Adobe Acrobat 208047 Order Granting Petitioner's Petition 0210.10-scan E:\My Docu... 448 KB Adobe Acrobat 0210001 208047 012610 trees EaMy Docu... 58 KB Microsoft Worc 0208047 210001 E:%My Docu,.. 41 KB Microsoft Wort J 208047 existing inlet protection Lovell and 3rd E:1My Docu... 3,559 KB JPEG Image 1 208047 Co Butler bare area to north E:1My Docu... 3,657 KB JPEG Image 208047 C4 drng plan rcvd E:tMy Docu... 1,518 KB Adobe Acrobat There were 54 files found. ° 2080470F E:\My Docu... 306 KB Adobe Acrobat Did you find what you wanted? j2080470F EaMy Docu... 115 KB Microsoft Worc "T 208047 C-2 redlined 110509_211 Butler_110509prop... EaMy Docu... 1,729 KB Adobe Acrobat Yes,finished searching 772208047 C-2 currrent 110509 E:\My Docu... 533 KB Adobe Acrobat No,refine this search and-. 208047 DOT letter E:\My Docu... 369 KB Adobe Acrobat ] Change file name or 208047 021709 211 Butler-11X17 E:‘My Docu... 715 KB Adobe Acrobat keywords 208047 Eric Phillips email to Cramer 021709 E:\My Docu... 358 KB Adobe Acrobat 0 Change whether hidden and 208047 Cramer letter 211 Butler ave[1].lot E:1My Docu... 139 KB Microsoft Worc system files are included 208047 211 Butler-hose2 E:\My Docu... 670 KB Adobe Acrobat You may also want to... 208047 211 Butler-hosel E:\My Docu... 667 KB Adobe Acrobat Sort results by _208047 Eric Phillips 021709 email E:%My Docu... 10 KB Adobe Acrobat category v 208047 030609 211 Butler-hose2[1] E:11My Docu... 670 KB Adobe Acrobat View results differently 208047 030609 211 Butler-hosel[1] E:\My Docu... 667 KB Adobe Acrobat 208047 Re_Emailing_Image(42)jpg,Image(43)jpg, ... EaMy Docu... 6 KB Outlook Expres ),.)Start a new search 208047 030609 211 Butler ave[1].lot E:\My Docu.., 141 KB Microsoft Worc �-T=1208047 Jeff A Cramer contact info EaMy Docu... 2 KB vCard File • ( ` 1208047 draft xxxxx E:1My Docu... 140 KB Microsoft Worc Back - --208047 2007 GA STATE AMEND TO 2006 IFC EaMy Docu... 8,533 KB Adobe Acrobat SI 208047 2007 GA STATE AMEND TO 2006 IFC E:\My Docu... 8,734 KB TIF Image .h-208047 535C-409021815380 E:\My Docu... 1,436 KB Adobe Acrobat VII 208047 IFC by Cramer E:\My Docu... 118 KB Adobe Acrobat 1208047 IFC by Cramer E:1,My Docu... 148 KB TIF Image 441W". 4 ■,, <O> Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Friday, September 02, 2011 3:16 PM To: Dianne Otto Cc: Diane Schleicher Subject: 211 Butler The City Manager and I walked the site at 2:pm today with William Navone. Based on my observations and experience, to the best of my knowledge and belief: 1) The landscape improvements are in substantial conformance with the landscape plan approved by the City last month. 2) The stabilization deficiencies are limited to the stormwater detention basin slopes and the elimination of the retrofit (sloped stone) at the pond outlet. These items can be handled as routine maintenance. The lifting rings need to be removed from both stormwater structures. The dl —Sediment Barrier around the grate should remain until the ground cover is denser to the south. The Owner agreed to commence addressing these issues next week. 3) I had previously observed the lighting and found it to be acceptable. I do not request the bond be held further on account of the stabilization issues. The controls at the pond outlet continue to prevent sediment from leaving the pond. I have no objections to this project being closed out. The stabilization issues can be addressed as routine E&S inspections. Please advise if you have any additional questions. I will follow with an invoice by Tuesday morning. Downer Davis 912 6957262 1 I 'gym y6 CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING FEES DATE ISSUED: ,„0'' 49zos0 .67 s2 s--( ( PERMIT#: 100021 WORK DESCRIPTION NEW MIXED USE BLDG-SHELL ONLY WORK LOCATION 211 BUTLER AVE OWNER NAME 211 BUTLER LLC ADDRESS P 0 BOX 2812 CITY,ST,ZIP TYBEE ISLAND GA 31328-2812 PHONE NUMBER 912-786-6328 CONTRACTOR NAME ROCKBY INC ADDRESS 2700 GREGORY ST STE 130 CITY STATE ZIP SAVANNAH GA 31404 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 6106 OCCUPANCY TYPE P TOTAL FEES CHARGED $20,267.25 • /`� PROPERTY IDENTIFICATION# " PROJECT VALUATION $363,500.00 ENGINEERING FEES TOTAL BALANCE DUE: $2,581.25 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 w■w.cityoftybee.org DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352-7787 davisenginc(a�bel lsouth.net INVOICE May 23, 2011 Invoice#20804703 Diane Otto s " City of Tybee Island U) P.O. Box 2749 7 _ Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 8Y. RE: Site Work for New Lovell Retail Project, Highway 80 East For Jeff Cramer(SAGIS shows Owner to be 211 Butler, LLC) PIN: 4-0004-08-004 DATE DESCRIPTION 11-05-09 1.00 hours Review of proposed grade changes and meeting at City Hall 12-07-09 0.50 hours Plan review of redlines by Boswell 12-09-09 0.75 hours Prep for and attendance at meeting at City Hall 01-26-10 0.75 hours Revised drainage plan reviewed &coordination on City trees conflicting with Site development 02-24-10 0.75 hours Coord. on subsurface utility conflict 02-25-10 0.50 hours Reviewed revised drainage plan C-4 03-01-10 n.c. Coord. w/Joe Wilson on conflict 03-02-10 0.50 hours Coord. on utility conflict 03-03-10 1.50 hours Coordination on subsurface utility conflict 03-04-10 n.c. Coord. on utility conflict 03-07-10 0.25 hours Coord. on utility conflict 03-09-10 0.50 hours Coord. on utility conflict 03-25-10 n.c. Coord. on 24 hour dewatering 11-05-10 1.00 hours Meeting at Boswell's office on north parking area and report to J. Lynn 04-11-11 0.50 hours Coord. on drainage to Butler 04-15-10 0.50 hours Meetings and phone calls on drainage to Butler 05-09-10 0.50 hours Coord. on drainage to Butler 04-18-10 0.50 hours Review of shoulder work and prefinal 04-27-11 0.75 hours asbuilt review 05-11-11 0.25 hours Reviewed gutters changing drainage to Butler 05-12-11 n.c. Coord. on parking count discrepancy 05-18-11 0.50 hours Revised asbuilt review 05-19-11 0.75 hours Site inspection regarding asbuilt and FP cert. 05-20-11 1.50 hours 2 site visits and conference in City Hall week of 05-23-11 1.00 hours site inspection 14.75 hours @ $175/hour = $2,581.25 Total Due This Invoice 05- 2 (i ZP to -c of . C 1 1 luntcrMacican HAROLD B.YELLIN $ attorneys at Law Phone 912 236.0261 200 E.Saint Julian Street Pax. 912.236.493( Post Office Ras.9545 vt 00 hontcrmacicm omn [uuterMaclean Savannah,O.1 31 412-0048 hyclhn @huntermacletn corn July 8, 2011 (J Tg TAIM VIA FIRST CLASS MAIL 2 9 2011' Department of Transportation 15Y; .. 204 North Highway 301 Jesup, Georgia 31546 Attn: Korey Murray, Traffic Operations RE: 211 Butler, LLC Tracking Number: 555541; Route 26; Mile Post 35.61; Chatham County, GA Dear Korey=: • • Enclosed please find the original Temporary Conditional Permit which has been recorded in Deed Book 370 N, Page 089, Chatham County Records. I am also enclosing all • four executed copies which you requested to be returned to your office. Thank you for your assistance in this matter. Please call me if you require any further documentation. Very truly yours, • HUNTER, MACLEAN, EYL.EY & DUNN, P.C. (A-r.....t Harold B. Yellin HBY/jb ce: Mr. Billy Navon (via e-mail) ) RECEIVED Ilr: i Revised 07-01•S9/Revised12-05-91/RevisedO6-02.00/Revised09-I5-03/Revised0.1-I 7-09 -5-11 RECORDED —_---Book No. Page Date County— -page INDEMNITY AGREEMENT Indemnity Agreement entered into this day of__ June _, 20 11 ,by and between 211 Butler, LLC - (hereinafter call the "APPLICANT•') and the GEORGIA DEPARTMENT OF TRANSPORTATION, as agency of the State of Georgia with offices at One Georgia Center,600 Peachtree Street NW,Atlanta,Georgia 30308(hereinafter called the"DOT"); WITNESSETH: For and in consideration of the DO"I's grant of permission for encroachment into GDOT R W has shown on attached }plat g P hereinafter called the "ENCROACHMENT"), as indicated on Permit#_OG'ZOO/ • DO/7•D Si _ on the right of way of State Route 2 6— ,in Land Lot of the Land District of Chatham -County,Georgia. The APPLICANT shall and does agree to indemnify and save harmless the DOT and DOT's agents, officers, servants and employees from any and all lawsuits, actions or claims of any character brought because of any injuries or damage received or sustained by any person, persons or property arising out of the construction, operation and/or maintenance of the ENCROACHMENT located as described herein. The APPLICANT shall and hereby agrees to maintain the ENCROACi-IMENT in good repair at the APPLICANT'S sole expense and shall and does hereby release DOT from any claims arising out of the APPLICANT's failure to so maintain the ENCROACHMENT. The APPLICANT shall and hereby agrees to make all repairs at its own expense for any damage caused by DOT employees or agents to the ENCROACHMENT which is located on DOT right-of-way in accordance with the permit numbered above and issued with this agreement. The DOT reserves the right to enter the area described in the ENCROACHMENT to insure the area is being maintained in accordance with DOT safety and maintenance standards. DOT shall notify the APPLICANT of any repairs which need to'be made and the APPLICANT shall correct the problem as soon as such notification is given. If the APPLICANT has not made said repairs within a reasonable period of time, the DOT may enter the property to effect such repairs. The APPLICANT shall reimburse the DOT for any cost incurred as a result of DOT's performing such repairs. The DOT reserves the right to terminate this indemnity Agreement at any time upon thirty(30)days written notice to the APPLICANT. Upon receipt of such notice as specified by DOT,the APPLICANT at its own expense,shall be responsible for removing the ENCROACHMENT and returning the area to its original condition or an acceptable substituted condition. The term of the Indemnity Agreement shall be for a period of fifty(50)years,commencing upon execution hereof by DOT,subject to any rights of termination as are hereinabove set forth. The covenants herein contained shall except as otherwise provided accrue to the benefit of and be binding upon the successors and assigns of the parties hereto. iN WITNESS WHEREOF,the parties hereto have executed this Agreement,individually or through their authorized officers,agents or attorneys-in-fact as the case may be,causing their respective seals to be affixed hereto •id year first above written. DEPAR MENT OF TRANSPORTATION of TRANa .•,. .fit APPLICANT By: �/""�"� , �^ -;L) ;11 rporate Seal Required for Corporations .� �m- Comm• stoner : L• ta.wO'�,, :_ [Plus two(2)Signatures] A"ITE • 1111 I ] �!+ i/ • p0'►,''., Ignature of roperty caner(or Corporate Officer) r T eas it TATE S AL 14,'!: :..": Corporate Officer(or Another Property Owner) �.�,_ _ - Unofficial Witness Gil Navon, Managing Member Typed Name of Owner(or'Typed Names&Titles of Corporate Office s^who signed abovel, /, Signatu w: • l' ".AN'I --- 1 1 I Gil Navon, Managing Member Typed Name of APPLICANT(and Title if Applicable) � L� �� yJw.,,L-, , 1.A____ Notal3 piic Commission Expiration: (NOT•ARIAi"SEAL) D.O.T. 7572 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA L DISTRICT NO. 5 APPROVAL DATE 07/13/11 PERMIT NO. Chatham COUNTY PERMITTEE 211 Butler, LLC. CONTRACTOR STATE INSPECTOR John Kent TELEPHONE (912)651-2144 COMMERCIAL DRIVEWAY SPECIAL ENCROACHMENT X OTHER Temporary Conditional Permit INSPECTOR'S LOG INITIAL DATE INITIAL DATE INITIAL DATE DISPLAY THIS WITHIN WORKING AREA SO AS TO BE VISIBLE FROM HIGHWAY REV. 06/2000 ) Tybee Island Whitehead & Associates I GE 1000w Power Flood With Shielding 5998 Lake Forrest Drive , .414, Mounting Height = 29' Atlanta, GA 30328 Date:7/28/2011 404-843-1815 '\\07',...„1 Drawing #- WHA-1101A Raymond @whiteheadassoc.com --. ; i NI/11j obl sf!Tdi f evnf I T ubnf Mvbn I M/nf of 1 Mvl ? 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Gal Your confirmation number is:0-558-835-104 Your return for the period 31-Dec-2010 has been submitted. ■ The return will be posted to your account after processing has been completed. If you have any questions,please contact us at 1-877-GADOR11 (1-877-423-6711). Thank you Your confirmation number is 2-120-068-512 A request has been submitted to apply$1,069.62 to the account: 1960876-OF for the filing period:31-Dec-2010. Your payment will post to your account after confirmation is received from your financial institution. If you have any questions,please contact us at 1-877-GADOR11 (1-877-423-6711). City of 1 yoee Island • Community Develop. ,nt Dept. EVIN 1■11 a •-1) Inspection Report monalli iimmlni ,k*."4/ 403 Butier Ave, • P.O. Box 2749 = Tybee Nsiand, GA 31328 INTERZTONAL Phone 912.786.4573 ext. 114 - Fax 912.786.9539 CODE COUNCIL MEMBER permit No. 1 (9- r)('T2. I Date Requested Owner's Name Kn v o n late Needed ,----, Gen. Contractor •42- ci c._ k 6, _ Subcontractor Ccrtact Information Project Address 2 1 \ --P) 04- ) ex- Avo) i Scope of Work n e LA.) ry\ . v e Inspector bp-r-ie Date of inspection (e) - 3 4 i Inspection — E: frt A Pass 21 Fail D Fee 1 074- Inspection Pass 0 Fail 0 Fee , s c r-1 4 I 3 3 C_I IP oD-44-. cl, - a op -fr- . \ o 0 le S C,;(-_ 6 e p ie. ... , Oe:, 51-, --1,- 4 c.'CO ,ni J (-)--L- •S. --( 0 c -A--.D r j Inspection Pass El Fail 0 Fee Inspection Pass Faii 4-1 Fee L.....j U.S.DEPARTMENT OF HOMELAND SECURIT ELEVATION CERTIFICATI OMB No. 1660-0008 Federal Emergency Management Agency Expires March 31, 2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name 211 Butler LLC Policy Number A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 211 Butler Avenue _ City Tybee Island State GA ZIP Code 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) lots 6-11 &20'driveway,Windsor Place,ward#1,Tybee Island A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)Non-Residential A5. Latitude/Longitude:Lat.N 32 deq 00.596 min Long.W 80 deq 50.541 min Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) n/a sq ft a) Square footage of attached garage n/a sq ft b) No.of permanent flood openings in the crawlspace or b) No.of permanent flood openings in the attached garage enclosure(s)within 1.0 foot above adjacent grade n/a within 1.0 foot above adjacent grade n/a c) Total net area of flood openings in A8.b n/a sq in c) Total net area of flood openings in A9.b n/a sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State Tybee Island135164 Chatham GA B4. Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 13051 C00214F F Date Effective/Revised Date Zone(s) AO, use base flood depth) 9/26/08 9/26/08 AE 13 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other(Describe) BI 1. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 ❑ Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No Designation Date ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* Z Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones A1-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized localVertical Datum NAVD 1988 Conversion/Comments Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor)9.9 ®feet ❑meters(Puerto Rico only) b) Top of the next higher floor 27.9 Z feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) n/a. ®feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) n/a. ®feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 14.7 ®feet El meters(Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 9.5 ®feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) 9.9 Z feet ❑meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including 9.5 ®feet ❑meters(Puerto Rico only) structural support SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available.l understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code,Section 1001.❑ , ORGI Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a VTR licensed land surveyor? ® Yes ❑ No �3C'} >� Certifier's Name J.Whitley Reynolds License Number 2249 Ai 9 o 4 . u' Title Company Name J.Whitley Reynolds,Land Surveyor Address :36 Step -nson Avenue,Su' - - City Savannah, State GA ZIP Code 31405 4. • so, Sign- re Date 4/13/11 Telephone 912-352-0464 MA For %1-31, Mar 09 See reverse side for continuation. Replaces all previou editions IMPORTANT: In these spaces,copy the responding information from Section A. For Insurance Company Use: Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O.Route and Box No. Policy Number 211 Butler Avenue City Tybee IslandState GA ZIP Code 31328 Company NAIC Number SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments C2.e)= •.-d Si• ature ,/ Date 4/13/11 ❑ Check here if attachments SECTI,O/° -BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zon--1 O and A(without BFE),complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A, B, and C or Items E1-E4, use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters. El. -rovide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or El below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments SECTION G-COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3. ❑ The following information(Items G4-G9)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑ meters(PR)Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters(PR)Datum G10.Community's design flood elevation ❑feet ❑meters(PR)Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA lybrm 81-31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address(including Apt, Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number 211 Butler Avenue City Tybee Island State GA ZIP Code 31328 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. Front View&Side View April 12, 2011 a � -1 111II11Illl III -QIIII,...o, � II IIIIIllulli_ 1111 1111 '42'* tea... • Building Photographs Continuation Page For Insurance Company Use: Building Street Address(including Apt, Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number 211 Butler Avenue City Tybee Island State GA ZIP Code 31328 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and"Rear View"; and, if required, "Right Side View"and "Left Side View." Rear View April 12, 2011 1 .`"...,-; 's,r7 ,,;',T-..:40=`:' i,ilk'd 1 i ,'.,:s , 'II-. Ili _t---,,..-. h 1 1 iil - t ---A mi.- --, 'l' ii' " --- lig ''' '' it' ,,, ,, '1 1 se , 1 00.1« i _ : 4. ' II; 11 ....11 ..,k,,. , , . y U.S. DEPARTMENT OF HOMELAND SECURITY 0.M.B. NO.1660-0008 FEDERAL EMERGENCY MANAGEMENT AGENCY Expires March 31,2012 National Flood Insurance Program FLOODPROOFING CERTIFICATE FOR NON-RESIDENTIAL STRUCTURES The floodproofing of non-residential buildings may be permitted as an alternative to elevating to or above the Base Flood Elevation;however,a floodproofing design certification is required.This form is to be used for that certification.Floodproofing of a residential building does not alter a community's floodplain management elevation requirements or affect the insurance rating unless the community has been issued an exception by FEMA to allow floodproofed residential basements.The permitting of a floodproofed residential basement requires a separate certification specifying that the design complies with the local ffoodplain management ordinance. • BUILDING OWNER'S NAME 211 Butler, LLC FOR INSURANCE COMPANY USE STREET ADDRESS(Including Apt.,Unit,Suite,and/or Bldg.Number)OR PO.ROUTE AND BOX NUMBER POLICY NUMBER 211 Butler Ave. Tybee Island, GA 31410 OTHER DESCRIPTION(Lot and Block Numbers Letc.) COMPANY NAIC NUMBER Recombination of ots 6-11 and 20 ' Drive, Windsor Place, Ward No. 1 CITY STATE ZIP CODE TYBEE ISLAND GA 31328 SECTION I FLOOD INSURANCE RATE MAP(FIRM)INFORMATION Provide the following from the proper FIRM: COMMUNITY NUMBER PANEL NUMBER SUFFIX DATE OF FIRM INDEX FIRM ZONE BASE FLOOD ELEVATION 135164 130551C00214 F 9-26-2008 AE (In AOlzsnes,UseOeptrir SECTION II FLOODPROOFING INFORMATION(By a Registered Professional Engineer or Architect) Floodproofing Design Elevation Information: 14 . 0 NAVD Building is floodproofed to an elevation of feet NGVD.(Elevation datum used must be the same as that on the FIRM.) Height of floodproofing on the building above the lowest adjacent grade is 4 . 50 feet. (NOTE:For insurance rating purposes,the building's floodproofed design elevation must be at least one foot above the Base Flood Elevation to receive rating credit. If the building is floodproofed only to the Base Flood Elevation,then the building's insurance rating will result in a higher premium,) SECTION ill CERTIFICATION(By Registered Professional Engineer or Architect) Non-Residential Floodproofed Construction Certification: I certify that,based upon development and/or review of structural design,specifications,and plans for construction,the design and methods of construe• tion are in accordance with accepted standards of practice for meeting the following provisions: The structure,together with attendant utilities and sanitary facilities,is watertight to the floodproofed design elevation indicated above,with walls that are substantially impermeable to the passage of water. All structural components are capable of resisting hydrostatic and hydrodynamic flood forces,including the effects of buoyancy,and anticipated debris impact forces. l certify that the information on this certificate represents my best efforts to interpret the data available.I understan t'any false statement may be punishable by fine or imprisonment under 18 U.S,Code,Section 1001. ,E;7' -' ,l MARK BOAWELL PE 28372 6-1 CE`RTIFI R'S NAME LICENSE NUMBER(or Affix Seal) TI Y:�- BOSWELL DESIGN TITLE COMPANY NAME 103 NASSAU DRIVE SAVANNAH, GA 31404 ADDRESS CITY STATE ZIP CODE '8A BOS''V SIGNATURE DATE PHONE Copies should be made of this Certificate for:1)community official,2)Insurance agent/company,and 3)building owner. FEMA Form 81-65,Mar 09 Replaces all previous editions F•056(3/09) -)ARTMENTOF HOMELAND SECURITY ELEVATION CERTIFICA rE OMB No. 1660-0008 _.di Emergency Management Agency Expires March 31, 2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. ' SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name 211 Butler LLC Policy Number A2, Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Company NAIC Number 211 Butler Avenue City Tybee Island State GA ZIP Code 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) lots 6-11 &20'driveway,Windsor Place,ward#1,Tybee Island A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)Non-Residential A5. Latitude/Longitude:Lat.N 32 dea 00.596 min Long.W 80 deg 50.541 min Horizontal Datum: El NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) n/a sq ft a) Square footage of attached garage r a sq ft b) No.of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s)within 1.0 foot above adjacent grade n/a within 1.0 foot above adjacent grade n/a c) Total net area of flood openings in AB.b n/a sq in c) Total net area of flood openings in A9.b n/a sq in d) Engineered flood openings? ❑ Yes 0 No d) Engineered flood openings? ❑ Yes ►0 No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2. County Name B3.State Tybee Island135164 Chatham GA B4.Map/Panel Number 85.Suffix B6.FIRM Index B7. FIRM Panel B8. Flood B9 Base Flood Elevation(s)(Zone 13051C00214F F Date Effective/Revised Date Zone(s) AO, use base flood depth) 9/26/08 9/26/08 AE 13 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile 0 FIRM ❑ Community Determined ❑ Other(Describe) B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ►- NAVD 1988 ❑ Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes 0 No Designation Date ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings" ❑ Building Under Construction* r Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones A1-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized localVertical Datum NAVD 1988 Conversion/Comments Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor)9.9 ®feet ❑ meters(Puerto Rico only) b) Top of the next higher floor 27.9 ®feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) n/a. 0 feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) n/a. 0 feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 14.7 ►�1 feet ❑meters(Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 9.5 ►11 feet El meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) 9.9 ®feet ❑meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including 9.5 ►0 feet El meters(Puerto Rico only) structural support SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available.) understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001.❑ O R Cj� Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a `__ licensed land surveyor? Cl Yes ❑ No dt13'Lk Certifier's Name J.Whitley Reynolds License Number 2249 A ■.o, 2 Title Company Name J.Whitley Reynolds,Land Surveyor e • • Address 63a Step,enso Suite C City Saa,nnah, State GA ZIP Code 31405 '' l: R Signatu , Date 4/13/1'1 Telephone 912-352-0464 ��• '4 ../ ANIVA111154 ,i FEMA For • 81-31, Mar 09 See reverse side for continuation. Repl.yes all preiou-editior TANT: In these spaces,copy the corresponding information from Section A. For Insurance Company Use y Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number .e11 Butler Avenue City Tybee IslandState GA ZIP Code 31328 Company NAIC Number SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments C2.e)=NC pad Signature Date 4/13/11 ❑ Check here if attachments SECTION E -BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE), complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items El-E4,use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is El feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2, For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet El meters ❑above or ❑ below the HAG. E3. Attached garage(top of slab)is El feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet El meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A,B, and E are correct to the best of my knowledge, Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachmer SECTION G-COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E), and G of this Elevation Certificate. Complete the applicable items)and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect whr is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The following information(Items G4-G9)is provided for community floodplain management purposes. G4.Permit Number ' G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building:_ ❑feet ❑meters(PR)Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters(PR)Datum GI0.Community's design flood elevation ❑feet ❑meters(PR)Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachmi FEMA Form 81-31, Mar 09 Replaces all previous edit Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address(including Apt, Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number 211 Butler Avenue City Tybee Island State GA ZIP Code 31328 Company NAJCNumber If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. Front View&Side View April 12, 2011 ! s .,�r .aP , t1 n�" l S 9 T fit a�'13LO k � � s o ei 8 r ' OtY 9 �{ „Ant, / �,.. i._....... •_^ �t.,M.!'. .,.4 r1+. 4�e:Vlil�l` VIJIJiItiiiiiiiii �,��Si .,.,E _... • r s ru.r v Sing Log — • .• g};,. ".,. ". • iP F A Building Photographs Continuation Page For Insurance Company Use: Building Street Address(including Apt, Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number 211 Butler Avenue City Tybee Island State GA ZIP Code 31328 Company NAIL Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and"Left Side View." Rear View A•ril 12, 2011 • ■ � 'ti�r 3(t w fs �I'll(1 'r I � f ,,441.1,,,i P Ill , 1 • ?jl I i :I r j i �I I� 1 kl I I,, it -1 �i 4V f I � i}t �i �➢; rt s,,:��—tr 1 � I l ��I i II�I ---�._i ���r{;"�l�1�i - si '?f1��ly� 'i•1iS?il•r ... .,, � ,. _ � � ;� IFS_ � d d jll,11 I11I}?I' 1 i4(1.. '-:11'" MZ>, ;:>> _ , l i ,IX F ' a_ i i fi0 • ,..i , �,7 y;1 is •r,h`g,4 l lean' 'y 1 t.,'k` ,� . L. 11 1 ,' ; z�1 1.,,,,,,,; l t L y 9 r - ,+ v` . arrr a I 44.. " .pia _-sS -._ ` ,, a r� ^' i P F qy C.e''j. d wu wF 6n . 6 a a , ,, a P o f x.ta,F`S x E 5'L�yd' I'���b' '1 "q:,` i, :F e !r VY'' :U a e, {4, 1 M?x� Xy,"�i. /,.44 - ,., .... . ,t _,3 4' Its '/' ','' .rt .;.... 6:7....• • • 1E 1 -2 A8' 3 t After recording,please return to: JUN 0 2 2011 J Cole,Fleming,&Clark,P.C. :.w' 337 Commercial Drive,Ste.500 "'xap��,- 1°I,t ''w`-t'r: " t ERK BY. Savannah,Ga. 31406 k ?f ' -i. ,', " STATE OF GEORGIA ) ) Notice Regarding Base Floor COUNTY OF CHATHAM ) Elevation and Flood-proofing Measures Cross Reference: Warranty Deed from Sheldon Solomon, as grantor, in favor of 211 Butler,LLC, a Georgia Corporation,as grantee,recorded at Deed Book 270-W,Page 284, Records of Chatham County,Georgia (hereinafter,the"Deed"). This instrument is made by 211 Butler, LLC, a Georgia Corporation, (the"Declarant"). Declarant is the present owner of the land(the"Land")described on Exhibit"A" attached hereto and acquired pursuant to the Deed. Declarant is in the process of constructing that building(the "Building")which is located on the Land, is now commonly known as 211 Butler Avenue,Tybee Island,Chatham County,Georgia, and is shown and described as a"Recombination of Lots 6-11 and a 20' Driveway, Windsor Place, Ward No. One(1),Tybee Island, Chatham County, Georgia located on that Plat,which Plat has been recorded in Plat Book 45-P,Page 94, in the Office of the Clerk of Superior Court, Chatham County, Georgia. The Building is shown on that site plan attached hereto as"Exhibit B". Declarant hereby gives notice that the Building is in an AE flood zone and has been flood-proofed one foot above the base flood elevation to 14 MSL(NAVD) instead of raising the finish floor to the base flood elevation, and that the owner of the Building has the responsibility to create a flood protection standard operating procedure as outlined in Federal Insurance Administration: Non-Residential Floodproofing—Requirements and Certification Technical Bulletin 3-93 or revised editions which describes how a storm is to be identified,who will be responsible for installing the flood panels,where the flood panels are, how to identify the flood panels to the designated locations,when to remove and store the panels, yearly inspection and"dry run", and maintenance of the flood panels to ensure they will not breakdown or be misplaced. Executed by the undersigned as follows: Signed, sealed and delivered this 24- day of Ma in the presence of: i 11 Bu er,LLC I Witness By Wt liamNaven - I Its: Member 1 e ,,p`,'1 114 _ `QQD.0 Notary Public My Commission Expires on:jailtij..6ipti. S) 4,015 (Seal/Expiration Date) EXHIBIT"A" ALL that certain lot,tract or parcel of land situate,lying and being in the Town of Tybee Island,County of Chatham and State of Georgia,known and designated upon that certain plat as"Recombination of Lots 6- 11and a 20'Driveway,Windsor Place,Ward No. 1,Tybee Island,Chatham County,Georgia",prepared for 211 Butler,LLC by J.Whitley Reynolds,Georgia Registered Land Surveyor No.2249,recorded in the records of the Clerk of Superior Court,Chatham County,Georgia in Plat Book 45-P,Page 94. For a more particular description,reference is hereby made to the aforementioned Plat which Plat is specifically incorporated herein and made a part hereof. 1---1 LOVELL AVENUE 80.R/W ■_,_\ ...... ,S7e.9er l'''''" --\ teem Inn \ --1----- " •—•—" I T 71, \ L' 1 ; I ! I 1 I \ I I I I N I , I I _ I , , il I h I 1 II LOT 11 \ ‘ 1 tk 'I I 1 LOT 9 LOT 10 L'" i \ i I PI.tOr 11 i I .---"-1 ii, ''' 1 I ' :, t ).., ...,...__, 1 1 \ 1 \ 3 l i ...,4 1 I \ 1 1 1 11 i .• .1. 1 02 ! III ' i C ' 1 PluVLI.PIMP.;MP PP.70 :, i.: E-4 \ 1 i 1 1.-1 i i ■ 1 i .1 X 1 1 1 LOT 6 I LOT 7 1 I i LOT 8 I X 1 ', I i ..t tat it '111 i P.1.■P.A.:,A-.4... 1 1 1 I 1) 1 ■I ii 1 i 11 11 1 V i 1 .1 ' 1 lit I i , , i < i : [ il 1 I ; I e —....— 11 -1=,C.----....1.------------4 i-L."'—',...• I ... -- \I MOP WA WS 9 ne130.99, 9,13,.. On PAU BUTLER AVENUE BO R/W , ir■dig',1221.j.it:04.1;:""'"""''" 1 PLAT OF LOTS 6-11 & A 20' DRIVEWAY, WINDSOR PLACE, WARD NO. 1, TYBEE ISLAND, 1 1,11.11 I.1.-11.4 AREA= 13 li7 ACRE CHATHAM COUNTY, GEORGIA 1 almazr,t... , ■ slum ummeu.t mrPs1 Pq7.1. 1.,-70Icas I.IN/Tlri REYNOLDS ;,f14..f.a....:,.. L.IL sctvms YIN?:Ell BUTLER, (LC I .1.38 EIVigir Av.-7,..7. 'ir' / ,,I's. '1'4974 a&lit*.Cilitit2:'&14 ,' ' , '#-i5, ''';LS7.'' GRFEBIO KM-Mt __ _ U.S. DEPARTMENT OF HOMELAND SECURITY 0.M.B.NO.1660.0008 FEDERAL EMERGENCY MANAGEMENT AGENCY Expires March 31,2012 National Flood Insurance Program FLOODPROOFING CERTIFICATE FOR NON-RESIDENTIAL STRUCTURES The floodproofing of non-residential buildings may be permitted as an alternative to elevating to or above the Base Flood Elevation;however;a floodproofing design certification is required.This form is to be used for that certification.Floodproofing of a residential building does not alter a community's floodplain management elevation requirements or affect the insurance rating unless the community has been issued an exception by FEMA to allow floodproofed residential basements.The permitting of a floodproofed residential basement requires a separate certification specifying that the design compiles with the local floodplain management ordinance. BUILDING OWNER'S NAME 211 Butler, LLC fOR INSURANCE COMPANY USE STREET ADDRESS(Including Apt.,Unit,Suite,and/or 8Idg.Number)OR P.O.ROUTE AND BOX NUMBER POLICY NUMBER 211 Butler Ave. Tybee Island, GA 3141() OTHER DESCItIPTJON(Lot aqd Block Numbers}at.) COMPANY NAM(NUMBER Recombination o trots 6-il and 20 ' Drive, Windsor Place, Ward No. 1 CITY STATE ZIP CODE TYBEE ISLAND GA 31328 SECTION I FLOOD INSURANCE RATE MAP(FIRM)INFORMATION Provide the following from the proper FIRM: COMMUNITY NUMBER PANEL NUMBER SUFFIX DATE Or FIRM INDEX FIRM ZONE BASE FLOOD ELEVATION 135164 130551C00214 F 9-26-2008 AE (In AO Zones,Use Depth} 13 SECTION II FL000PROOFING INFORMATION(By a Registered Professional Engineer or Architect) Floodproofmg Design Elevation Information: 14 . 0 NAVD Building is floodproofed to an elevation of feet NGVD.(Elevation datum used must be the same as that on the FIRM.) Height of floodproofing on the building above the lowest adjacent grade is 4 . 5 0 feet. (NOTE:For insurance rating purposes,the building's floodproofed design elevation must be at least one foot above the Base Flood Elevation to receive rating credit.If the building is floodproofed only to the Base Flood Elevation,then the building's insurance rating will result in a higher premium.) SECTION III CERTIFICATION(By Registered Professional Engineer or Architect) Non-Residential F000dproofed Construction Certification: I certify that,based upon development and/or review of structural design,specifications,and plans for construction,the design and methods of construc- tion are in accordance with accepted standards of practice for meeting the following provisions: The structure,together with attendant utilities and sanitary facilities,Is watertight to the floodproofed design elevation indicated above,with walls that are substantially impermeable to the passage of water. All structural components are capable of resisting hydrostatic and hydrodynamic flood forces,including the effects of buoyancy,and anticipated debris impact forces. I certify that the information on this certificate represents my best efforts to interpret the data available.f understan { f'iiyr(alae si 8 t may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. r. ' MARK BOAWELL PE 28372 i j�/��,� 1 ' �i C CEFIIER'S NAME LICENSE NUMBER(Or Affix Seal) 7 y ;i14' BOAWELL DESIGN _ ti- TITLE COMPANY NAME 103 NASSAU DRIVE SAVANNAH, GA 31404 • ADDRESS CITY STATE ZIP CODE ;`" SIGNATURE DATE PHONE Copies should be made of this Certificate for:1)community official,2)Insurance agent/company,and 3)building owner. FEMA Form 81-65,Mar 09 Replaces all previous editions F•O56(3/09) Field Report To: City of Tybee 403 Butler Ave. Tybee Island, GA 31328 From: Mark Boswell Date: May 12, 2011 Visit: February 2010 through May 12, 2011 Project: 211 Butler Ave.,Tybee Island, GA-211 Butler,Tybee Island These are field observations with the flood proofing of the above-referenced project. A. Slab:The drawing required an 18"thick concrete slab with rebar(see drawings)to counteract the uplift forces during a flood. The foundation and slab were installed per plans and specifications, and they were inspected. B. Mechanicals: All mechanicals are installed above flood elevation per drawings and specifications. Hot water heater tank is located above the flood elevation with all hookups and electrical work above flood elevation. Sewer system does not require a back flow preventer because it is gravity feed system. They were inspected. C. Concrete block wall: CMU walls were installed per structural plans and specifications. Waterproofing membrane was applied to the CMU wall to counteract water leakage during a flood. The CMU walls were inspected. D. Flood panels: The flood panels were custom fabricated for each door&window location and numbered. Each panel is% 211 Butler Ave.,Tybee Islana, GA—Field Report May 10, 2011 , 11 -111111 I a- , All. I 1 ,-tY■;---44 -- -----a-_ -.---__.---- ---- - --------------7..... ...■•■■■•Niplall as..._.a...•■■■■•■■■■■•■■■=0. • i Window Dams fit securely in place. ez , . _ 1 11 di , 4 . tr ' ii • i- 1 . Z , I !.i., 11 P5. r i I I It i 11 , 1 1 ti f I ..: 4 ' , . 11 , -.,.:. • _ . _ . . A , Window and Door Dams fit securely into place. 211 Butler Ave.,Tybee Island, GA—Field Report May 10,2011 . t. r 1 A ■ i r i 4 7.7".4-44---- .4 __.__ Window and Door Dams fit securely into place. 4 I lam. , _ - ,;a . , T. 1. \ . Flood proof panels final fitting 211 Butler Ave.-211 Butler Ave. LLC-Flood Operation Plan/Standard Operating Procedures 1. PURPOSE This document outlines the actions and responsibilities required to maintain and protect the building, located at 211 Butler Ave.,from a flood. This flood operation plan includes requirements for the Emergency Action Plan,Annual Inspection and the Maintenance and Training Plan required to retain the Certificate of Occupancy for the building. 2. EMERGENCY ACTION PLAN The following steps are to be taken by the building owner, 211 Butler, LLC, during a flood. A Chain of Command 1. Responsibility: The primary responsibility for maintaining and carrying out the flood emergency plan shall lie with a Member of 211 Butler, LLC, William Navon. 2. Notification: The primary responsibility for notification of a flood event lies with the Executive Assistant of 211 Butler, LLC,Sue Greene. The Executive Assistant will monitor weather reporting agencies and be the main point of contact with emergency management officials. In the event that the Executive Assistant is unavailable,the responsibility will lie with the Member, William Navon. 3. Preventative Action: The primary responsibility for ensuring the preventative actions are put into place shall lie with the Managing Member,William Navon. He will coordinate the installation of all of the flood deterrent measures. In the event the primary contact is unavailable,Sue Greene will implement the preventative actions. 4. Maintenance Action: The primary responsibility for ensuring the maintenance action plan is maintained shall lie with the Managing Member, William Navon. He will coordinate annual installation drills, review and update contents and accuracy of the plan, review storage and general condition of the flood deterrent measures and review the overall performance in ensuring the safety of the building, its occupants and its content at least once per year. In the event that the Managing Member is unavailable, the responsibility falls upon Sue Greene, the Executive Assistant. Procedures 1. Monitoring and initial notification: Ongoing monitoring for potential flood events will be the responsibility of the Executive Assistant. The owner will subscribe to a weather alert service that issues automated warnings of potential flood events on a 24/7 basis. Responsibility for maintaining and monitoring the weather alert system will fall to the Executive Assistant. A flood will be considered as pending when an official "watch" or "warning" is issued by the National Weather Service for any of the following: a. Flood b. Tropical Storm/Gale c. Hurricane 2. Procedures: The following procedures shall be followed during a pending flood event: a. Notification:When a potential flood event is publicly announced,the Administrative Assistant will notify the Managing Partner and the Maintenance Manager and at least one additional partner in the ownership group. b. Decision:The Managing Partner will assess the potential impact and timing of the flooding threat. Based on a consensus of the available other responsible parties, he will determine if implementation of the flood measures is necessary. c. Implementation: If implementation is mandated,the Managing Partner will call the Maintenance Manager or his assign to install the flood deterrent measures. d. Evacuation:Simultaneously,the Managing Partner will contact the building tenant to coordinate the evacuation of staff from the facility.The Tenant will contact Managing Partner upon completion of the evacuation. e. Confirmation: Upon completion of the implementation of the flood deterrent measures and the evacuation of the facility,the Managing Partner will contact the other members of the ownership group and the Tybee Island Community Development Dept.. f. Response Time:The Managing Partner will consider the response time required to implement the flood prevention measures in determining the implementation. 3. Restoration of Standard Activities: Once a "watch" or"warning" has been lifted by the National Weather Service,the Managing Partner will reconvene the available members of the ownership group to confirm the restoration of normal activities. Pending consensus of the ownership group,the Managing Partner will notify the Tenant that they can return to the facility and restart operations.The Managing Partner will also instruct his staff and the Maintenance Manager to remove the flood deterrent measures and return them to their proper storage. 3. ACTIVE FLOOD DETERRENT MEASURES The following outlines the physical flood deterrent measures that require installation of or action by the Owner's staff to put in place.These measures must be implemented in an emergency situation at the building.The flood deterrent measures have been set in place to create Class I flood resistance throughout the building. 1. Doors: There are five exterior doors that require flood-proofing measures. They are marked D1-5 starting on the north west side of the building going clockwise from 1 to 5. a. Aluminum Plates: There are five custom fabricated aluminum plates fabricated to fit over each door opening. Each plate is permanently marked to indicate which door they fit and which way the plate faces (up, down, right, left). Each plate was fabricated from aluminum and weighs approximately 50 pounds. Each will require one person to set into place. These plates are placed above the bathroom in the building. b. Seals: Each plate is fitted with a %"neoprene seal. The seal is permanently attached to each plate. c. Bolts: Each plate will require six(6) 1/4"thick tapcons to install,three on each side. All bolts/brackets shall be left connected to building. There are three threaded anchors in the exterior concrete slab on each door. Each door panel has three 3/8" bolts that connect the door dam to the exterior slab. Each threaded anchor has a flush fit plug supplied to protect the threads from corrosion and debris when the damns are not in use. 2. Windows: There are seven exterior windows that require flood-proofing measures. They are marked W1-7 starting on the northwest side of the building going clockwise from 1 to 7. a. Aluminum Plates: There are seven custom fabricated aluminum plates fabricated to fit over each window opening. Each plate is permanently marked to indicate which window they fit and which way the plate faces(up, down, right, left). Each plate was fabricated from aluminum and weighs approximately 65 pounds. Each will require one person to set into place. These plates are placed above the bathroom in the building. b. Seals: Each plate is fitted with a 1A"neoprene seal. The seal is permanently attached to each plate. c. Bolts: Each plate will require six(10) 1/4"thick screws to install,three on each side and four in the middle. All screws shall be left connected to the window frames.. 3. Plumbing System: a. Domestic Water System: There is a main shut-off valve located to the rleft side (south) of the building. The valve should be closed to the off position and locked during a flood event. 4. Electrical and Mechanical systems: All electrical and mechanical systems are above flood plain elevation (see pictures and letter in field report) 4. PASSIVE FLOOD DETERRENT MEASURES The following outlines physical flood deterrent measures that have been permanently set in place. While these require no action by the owner's staff during a potential flood event,they will require periodic maintenance and inspection to ensure their ongoing stability and functionality. 1. Architectural: a. Waterproofing: All masonry walls have been coated with a waterproofing system from 12" below ground level to the top of the masonry wall. This system was applied up to 6" above the flood elevation. The waterproofing surface is concealed by the exterior stucco. b. Doors: Please see above door system. 2. Structural: a. Slab: The drawing required an 18"thick concrete slab with rebar(see drawings)to counteract the uplift forces during a flood. b. Concrete block walls: The exterior walls are 8"thick and have additional reinforcing to resist the lateral pressure of a flood. The entire block wall is filled solid. 3. Plumbing Systems: All fittings in the flood-proofed rooms are equipped with water-tight collars to prevent water infiltration and seepage. The main water line is outfitted with a backflow preventer. 4. Mechanical and Electrical systems: All mechanicals are above flood elevation (see field report letter and pictures). 5. DUTIES Two members of the on-call maintenance staff will execute the following activities upon notification from the Manager: 1. Door Protection a. Go to storage area above the bathroom b. Locate and remove the 5 door panels from storage area c. Set door panels with corresponding door in proper orientation d. Verify neoprene seals are in place e. Install door panels 2. Window Protection a. Go to storage area above the bathroom b. Locate and remove the 7 window panels from storage area c. Set window panels with corresponding window in proper orientation d. Verify neoprene seals are in place e. Install Window panels 3. Water Shutdown a. Verify all water valves are in the off position b. Locate the main shut-off valve on the left side (south) of building and shut off 4. Mechanical and Electrical Shutdown a. Turn off all Mechanical equipment b. Set main disconnect in main power panel to OFF 6. ANNUAL INSPECTION, MAINTENANCE AND TRAINING PLAN The manager partner or assign will require an annual inspection, maintenance and training as follows: 1. Inspection and Maintenance: The owner recognizes that there shall be an annual routine inspection that these measures remain viable. The following is an inspection schedule for the flood deterrents. The reports should be filled out annually with the managing partner and filed at their home office. Every five years,the report, accompanied by the report of a registered structural engineer and the staff reports from the previous years,will be filed with a summary cover letter to the Tybee Island Community Development Dept., noting the condition and maintenance of the flood-proofing systems as outlined below. a. Doors protection i. Aluminum Plates: Annually inspect to verify that all panels are properly stored. Staff will annually install the panels in accordance with the procedures listed above. Every five years, a registered structural engineer should also inspect and report on the observed condition of the door protection system. ii. Seals: Annually inspect all seals to ensure that seals remain resilient and watertight. Inspections should note any cracks or defects in the gaskets. iii. Bolts: Verify all bolts are present for all doors and properly stored. b. Waterproofing: On an annual basis,the owner will water down the stucco portion of the CMU wall and notice any water intrusion into the building. Inspections should note any cracking, damage areas or loss adhesion. Every five years, a structural engineer should also inspect and report on the observed condition of the waterproofing. c. Interior Finishes: Annually review the interior finishes in the building to determine if there are any defects or failures in the integrity of the surface. Inspections should note surface cracking, loss of adhesion and other potential failure indicators. d. Slab and Concrete Masonry Walls: Staff should provide an annual review and report any surface cracks,settling, depressions or heave in the concrete slab and masonry walls. Every five years a structural engineer should also inspect and report on the observed condition of the slab and masonry walls. e. Plumbing Systems i. Domestic Water System:Annually verify that all valves are in working condition. Any defects should be corrected immediately. ii. Fittings: Verify annually by use of a pressure test that all fittings remain watertight to a pressure of 40 psi. Any defects should be corrected immediately. f. Mechanical and Electrical Systems: Annually verify disconnects and other equipment is operational and provide safe shut down of all electrical and mechanical systems to the facility. 7. TRAINING On an annual basis,the Managing Partner or assign will conduct a training session for all employees assigned to implement the flood-proofing measures. Tybee Island Community Development Dept.will be notified at least one week in advance of the training session. The session should include the following: a. Review of potential dangers and hazards associated with occupying a building located within a floodplain. b. Review of the physical flood-proofing measures required to secure the structure. Review the components and processes required to install the active flood-proofing measures as well as an overview of the inactive measures already put in place. c. Review of the evacuation plan for staff associated with the facility. This should also include a review and confirmation of the alternate relocation sites and alternate travel routes. d. Review annual and five-year inspection and maintenance reports. e. Response Time: On an annual basis,the Managing Partner will document and forward for review by the governing authorities the response times to implement the flood prevention measures. The response times will include travel time to and from installers' homes and time to notify that the measures have been put in place. Annual drills will be held to certify and update the response time. 8. SURVIVORSHIP The requirements and conditions of this document will be recorded by reference as part of the title to the property and shall run with the land to all future owners and tenants. Any changes or modifications to this document r uire the rev.-w and consent of the Tybee Island Community Development Dept.. END �/,'1 j � �(1,vpf Ofaila" Pat O'Connor O'Connor Electric 1431 Dale Drive Savannah, GA 31406 May 25, 2011 Dianne Otto Zoning Specialist City of Tybee Island 403 Butler Ave. Tybee Island, GA 31328 RE: 211 Butler Ave. Dear Mrs. Otto: As requested by the Planning and Zoning Department, I have removed all wiring from the receptacles located below designed flood elevation. ,erel , Pat O'Connor Owner 1'19tE'i 7S! ���� 'r 1">, City c ybee Island • Community Devela sent Dept. Get -Ar Inspection Report nom* � i 403 Butler Ave. • P.O. Box 2749 Tybee Island GA 31328 1.::.�iii Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CO ECOUNC I MEMBER Permit No. 10 c...;%.;'-_. Date Requested 4) 11711 Owner's Name 0140(...) Date Needed Gen. Contractor Z'' +7; Subcontractor Contact Information 04444- Cl 1 l! .0 2. t&4 4 33- /473 7 Project Address 21 1 F704-6-E.Z.- Scope of Work . 0 I4 \ -r2 cl �, .. Inspector Date of Inspection Inspection -13-1-71 " ` f • Pass 0 Fail 121 Fee a sceJ --1>f ,...0 , 4 1 i 1 N._`_)--)( FEL---I tA).S 4- 1 0 ' °°J6° ''''' (-45 T, . /. * 5 rya, ( 0 -0C--)';12.e, 4 a ssc.d lo - o o c /o4i4iI �PSS Inspection - '' Pass 0 Fail ❑ Fee Inspection Pass 0 Fail ❑ Fee Inspection Pass ❑ Fail 0 Fee City of Tybee Island Community Development Department Occupant Load Limit MAXIMUM LEGAL OCCUPANT LOAD 100 PERSONS MINIMUM NUMBER OF APPROVED INDEPENDENT EXITS FOR THIS OCCUPANCY IS 5 Location: 211 Butler Ave. This sign must be displayed in a clearly Ray Hord visible and conspicuous place, near the Building Inspector main exit of the business. It shall be City of _ - Island, Georgia unlawful to remove or deface this sign. / = v Date CHATHAM COUNTY D - ARTMENT OF BUILDING SAFETY REGULATORY SERVICES ARE SAFETY INSPECTION DIVIS1....k FOR THE CITY OF TYBEE ISLAND YEAR OF 2011 1i'` APPROVED DATE t,1 11 4i ii 4i r I DISAPPROVED You are hereby notified that this is an Official Order of the County Fire Marshall, stating the defects found to exist in the referenced structure, and further requiring that you, as owner, agent or person in • charge of structure hall have days to complete specified r pairs or improvements. Business Phone Owner /®13 °T 4 tA 14 - j -(43( Occupant Load / Name of Facility U / l O wi I)4,47-a. O'',Lj Address 21 t 1.304--1 -ems Occupancy: Business Assembly, Storage Educational Day Care Personal Care Home Factory Residential Hazardous 1. Number of Exit Doors . - 101-SEC 5 2. Blocked Locked OK V 101-SEC 5 3. Exit Sign Good V- Unsatisfactory NA 101-SEC 5 1 4. Emergency Lights Good 1/ Unsatisfactory NA 101-SEC , c'_ 5. Panic Hardware Good Unsatisfactory NA 1/"'—''10r)-SE 6. Self-Closing Device Good ✓ Unsatisfactory NA 7. Fire Alarm Yes No NA L------- NFPA 72 8. Smoke/Heat Detectors Yes L- No NA — NFPA 73 9. Sprinkler System Yes No NA V NFPA 13 10.Standpipe Yes No NA Lam-- — NFPA 13 11.Number of Fire Extinguishers , Type? NFPA 10 Inspected/Charged Yes / No NA Lam°`"' NFPA 10 12.Fixed Hood System Yes No NA NFPA 96 13.Date of Last Service — (REQUIRED EVERY 6 MONTHS) 14.Electrical Good 17 Fair Unsatisfactory NFPA 70 15.Overloaded Sockets/Outlets Yes No NFPA 70 16.Missing Electrical Covers Yes No L/' NFPA 70 17.Other(explain) 18.Excessive Storage of Combustibles Yes ✓� No NFPA 30 List Details & /99/2- 1-6V.__ v(75#JL- S )2E74 10) fc- ie cp.6-,&A., ,P,c. -The 'gna re below of Owner, Occupant, Agent, signifies Inspection was made. 7- .,,,,/ :g /I/ 0 Owner/Occupant/Agent Signature /aatham County Fire Marshall C:\Docnments and Settings\coastal\Local Settings\Temporary Internet Files\Content.IEN19A/391\Fire%201nspection%20Form[1].doc CHATHAM COUNTY D'4RTMENT OF BUILDING SAF'ET REGULATORY SERVICES ,___,FIRE SAFETY INSPECTION DIVIS r e a cd `f-12 a el-- FOR THE CITY OF TYBEE ISLAND YEAR OF 2Di ► APPROVED DATE DISAPPROVED You are hereby notified that this is an Official Order of the County Fire Marshall, stating the defects found to exist in the referenced structure, and further requiring that you, as owner, agent or person in charge of structure, shall have days to complete specified repairs or improvements. • Business Phone 4 c3 3 I L+ 3 7 Owner/(`"v(14-r( 4-.�( L./Jo. I ,ts')6 k e---r- Occupant Load Name of Facility -2 it 2 kJ-0 el' LL-C.. / - s c`° '°' Address 1 .,-EIe r' ,Ave_ I Occupancy: Business Assembly Storage Educational Day Care Personal Care Home Mercantile Factory Residential Hazardous 1. Number of Exit Doors 101-SEC 5 2. Blocked Locked OK 101-SEC 5 3. Exit Sign Good Unsatisfactory NA 101-SEC 5 4. Emergency Lights Good Unsatisfactory NA 101-SEC 5 ' 5. Panic Hardware Good Unsatisfactory NA `101=SEC 6. Self-Closing Device Good Unsatisfactory NA 7. Fire Alarm Yes No NA NFPA 72 8. Smoke/Heat Detectors Yes No NA NFPA 73 9. Sprinkler System Yes No NA NFPA 13 10.Standpipe Yes No NA NFPA 13 11.Number of Fire Extinguishers Proper Type? NFPA 10 Inspected/Charged Yes No NA NFPA 10 12.Fixed Hood System Yes No NA NFPA 96 13.Date of Last Service (REQUIRED EVERY 6 MONTHS) 14.Electrical Good Fair Unsatisfactory NFPA 70 15.Overloaded Sockets/Outlets Yes No NFPA 70 16.Missing Electrical Covers - Yes No NFPA 70 17.Other(explain) 18.Excessive Storage of Combustibles Yes - No NFPA 30 List Details pm c MO 1 t 0 The signature below of Owner, Occupant, Agent, signifies Inspect f.niw..s ode. Owner/Occupant/Agent Signature P� Chathai County Fire Marshall C:\Docuntents and Settings\coastal\Local Settings\Temporary Internet Files\Content.lE5\119AI391\Fire%201nspection%20Form[Ildoc 1 1 ' ■ 1 :C,-:.: •i :::;; .._7:.:::.,,:,.: C.:,f,--".•'; '.:'•12:,{3-,,::'i CT-L...21"1• i -d e._-.-- ...q.: f-:. '.--- '..':-I.- b s' ''.-,7'.."' .....".:' *,: ;.-.,, r21-i - :: .-'... '..': '.:._1,-.. ::_:. :-.::.d:. .....:'..:.k',: ( :"./.._TI::', 'H.:::.`, 7..-;.:":•_''.La:.1.'. .,..,..-Y-..L.4. .=.. ..r...,..,t••;:. :.• ...„ i":--.: . , Nri,,k e..0 4- I. tvi44 zit 1304-here:- _ • :.. i.. _: , , ,:_. :--..-:,:-_.:::. - ••_::-: :::.--. ....., c. : r_ ..-:..::. ::-. ---, :._ .. . ..... :_ ..3 1-..z.:.1`. ‘.0•°.-- '.1__' : ' ""- :',::' -_ . 1 .:'........ !.:..'t''..:'ii....,.-.:... : :..-z. .:...:.-• ' i 3"3 J I T 2 _ _ . :.. _' --- --- - 7.. \- .. ., •'. " , '- - ------- ._.._ _ - . :::- :...-;-M.'-.kc..).-.E-Ci. •..:-:'i'-:-....-..,. .:. --":: ',-.: ' -------- . ------- '--- - ' - - - ' - .•..: :ti■•P.''.i=:.7_..,1.1,..-. ' „ , ,•_ .. : if!c"F.!!::;:f.:""::.',1-....1':::.2.' ._ ::‘,... '"•',7- .. _ . - . - ' "' •' -_ _ ...- •b 1:::c...'":,-.7.7:27', "*.----"1:=.7.--,'' :, 'n.7=!-.-1,-7-:-ii.,:, --- --- - - I TI— .-\------'.1.------7:1.- ..:L-_, ,,.." .kji'Z't.:-ff ii.4'..cL.':',.•-.:-',..-"' - ..___-..-. , -. .E._:::,'L -.:-.r:' ‘O''''''''.." .,:--:,. . ----- _- -..-_ -------.- .. _ ._.._...-----.._------._..__.____.. • '.-- ._ , ..... (etpla&/Ce... ciM ri■ TIN GO .kt'c -1'0-5 1 a--- .__ , ....„ ''.44 io-k• -060-7 -4n, 0?z,13 ola 6-1•cgrc- -maZorlicrOD/SeL. 1 , , / ■ - t.,,, . ., // . .. 1 r,+ Yy Vance C.Smith,Jr.Commissioner •7/ - '„ �'-1‘ DEPARTMENT OF TRANSPORTATION n' ea,,., zi One Georgia Center,600 West Peachtree Street,NW *d• i *1 Atlanta, Georgia 30308 j�;. �;• �Y Telephone 404 631-1000 �rE of aaa� March 29, 2011 fq , RECEIVED 211 Butler, LLC. P.O. Box 2497 Tybee Island, GA 31328 Dear Applicant: RE: Permit Number 10-2009-014-051: Chatham County: State Route 26: M.P. 35.61 A final inspection has been made of the work you accomplished under the above noted permit. The inspection revealed that all work was completed in a satisfactory manner and you are hereby released from your Permit. You are also released from any performance bond (letter of credit or escrow) related to this permit and, by copy of this letter, may so notify your bank or bonding company. Thank you for your interest in these matters. If any additional information is needed, please contact Korey K. Murray of this office at (912) 427-5765, 204 North Highway 301, Jesup, Ga. 31546. Yours very truly, FOR: Anthony (Tony) J. Collins District Engineer BY: Robert T. McCall District Traffic Engineer RTM: KKM COPY: Ms. Kathy Zahul, P.E., State Traffic Engineer- TM C: Attention: Ms. Daphne Cautela, W/Attachment Mr. Troy Pittman, P.E., Area Engineer, Savannah Attention: Mr. John Kent, Permit Inspector Of iRq <:` fr-1 - =9� DEPARTMENT OF TRANSPORTATION lance C- Smith,Jr. Commissioner n. ; o } �, One Georgia Center,600 West Peachtree Street,NW *'. r: F : */ Atlanta, Georgia 30308 P Telephone:(404)631-1000 �TF OF GtO�G October 6, 2009 RECEIVED 4,11-1/ 211 Butler, LLC. P.O. Box 1397 Tybee Island, Georgia 31328 Re: Commercial Driveway Permit Number: 10-2009-014-051; State Route 26; Mile Post 35.61; Chatham County Dear Applicant: Your permit application to perform specified work within the right of way limits of the above referenced State Highway has been duly executed on behalf of the Department of Transportation. However, construction work as approved by the permit must begin within 90 days of this approval letter or the permit will be void. Your permit copy has been forwarded to John Kent, Area Permit Inspector. His address is 630 Boundary Street, Savannah, Georgia 31402. His phone number is 912-651-2144. 7 (,,;� ;3011,,,,51,4.7 It will be necessary for you or your representative to contact the Area Permit Inspector to claim your permit copy and identification sign, discuss the beginning of construction date, and methods of complying with permit requirements. He will set the time that he can furnish personnel for the required supervision of your work. Please contact him at least 24 hours in advance of your planned construction beginning time. It is suggested that you contact him by telephone before any personal visits. Your approved permit and a copy of the approved plans are required to be kept on the construction site at all times during construction. 211 Butler, LLC. Page 2 September 29, 2009 With this approval, as the applicant, you agree to make any utility relocation or adjustments deemed necessary by the Area Permit Inspector, and abide by any special requirements listed below. All work to be completed within the D.O.T. right-of-way must adhere to the current 2001 Edition of the Georgia Standards and Specifications Book. No future drives allowed. I Special Requirements are as follows: Please find attached letter received from The City of Tybee Island. This letter states the acceptance that there will be five (5) parking meters and ten (10) parking spaces lost due to the building and subsequent use that will take place at 211 Butler Avenue. If these five (5 ) parking meters and ten (10) parking spaces are not removed before the end of construction, the Department holds the right to cancel this approved permit and/or remove drive located on S.R. 26 at this location. Please notify the Area Permit Inspector upon completion of work under this permit so that a final inspection may be conducted. Upon approval of completed work, you will be released from the Irrevocable Letter of Credit. You should request said inspection only after you feel that all work has been completed in compliance with all requirements and a satisfactory stand of grass has been obtained.. Sincerely For: Glenn W. Durrence, P.E. District Engineer efr By: Robert T. McCall District Traffic Engineer cc: Keith Golden, State Traffic Safety and Design Engineer Attention: Daphne Cautela, State Access Management Supervisor John Kent, Area Permit Inspector DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA INTERDEPARTMENTAL CORRESPONDENCE FILE: 10-2009-014-051 OFFICE: Traffic Operations District 5 DATE: October 6, 2009 FROM: Glenn W. Durrence, P.E., District Engineer TO: John Kent SUBJECT: 211 Butler, LLC. Attached is your file copy and the applicant's copies of the above subject approved permit, authorizing specified construction within the Georgia Department of Transportation right-of-way. When contacted by the applicant or representative, please arrange a beginning of construction date suitable to both parties and furnish the applicant with their permit copy. Special Requirements, erection of the information sign, and other information pertinent to the permit should be discussed with the applicant or representative at the construction site. The information sign should be delivered to the site on the beginning of construction date. If the work described under this permit is within the limits of a Highway Construction Project, the applicant must obtain the permission of the prime highway contractor before beginning any work within the project right-of-way. Attachment (To be filled in by representative) Permit has been furnished to and methods of Construction, public safety, protection of State's Property and information sign has been discussed with applicant on . Signed DEPARTMENT OF TRANSPORTATION UTILITY AND COMMERCIAL DRIVEWAY PERMIT PERMITTEE INFORMATION PERMITTEE: 211 Butler, LLC. PERMIT NO. 10-2009-014-051 DATE APPROVED: 10/6/2009 AREA INSPECTOR: John Kent Will you be the prime contractor? Yes No If not, who will be? Name: Phone No.: Address: Will you furnish complete supervision? Yes No Who will supervise the construction? Do you understand the permit completely? Yes No Do you understand that the permit and plans are to be on location when any work is done? Yes No Do you understand the traffic control requirements? Yes No Do you understand that blocking of travel lanes must be approved by the Area Permit Yes No Inspector or the Area Engineer? Do you understand that any flagging of traffic will be done by certified flaggers? Yes No Do you understand that a meeting will be necessary between yourself, the contractor, and the Area Permit Inspector? Do you understand that you are to notify the Area Permit Inspector 24 hours before Yes No any work is to begin? Do you understand an Orange permit sign is to be erected and maintained until Yes No work is complete? Do you understand that the facility will not be placed in service until all construction Yes No items are complete unless approved by the appropriate District Office? Do you understand that the area permit inspector will give plan interpretation when Yes No requested and will make spot checks on the construction as work progresses; but it will be your responsibility to see that the work conforms to the provisions outlined in your'permit and according to your approved plan? Do you understand that you must comply with the Georgia Department of Natural Yes No Resources Division Sediment control Rules and Regulations, Chapter 391-3-9 ? Do you understand the Special Requirements of the permit as listed below? Yes No Yee g,eeiae Re9airenrerc r.. The approved permit and plans have been delivered to me this day: Signed Signed Permittee Or Representative Area Permit Inspector SPECIAL REQUIREMENTS PERMIT#10-2009-014-051, S.R.21 Chatham COUNTY M.P.35.61 GENERAL REQUIREMENTS:THE FOLLOWING CONDITIONS APPLY UNLESS CROSSED OUT. CALL(800)282-7411 FOR UTILITIES LOCATION BEFORE YOU DIG! PERMIT IS ISSUED SUBJECT TO LOCAL ZONING ORDINANCE This permit is approved subject to the revisions and additions shown in red or high lighted on the attached plan and shall remain dependent upon compliance with these revisions and additions. 1. ❑ This permit is to be strictly construed and no work other than that specifically described above is authorized. 2. ❑ The work authorized herein must begin within three(3)months of the date of approval or the permit will be void. 3. ❑ The work authorized herein must be completed on a schedule satisfactory to the Department and not to exceed twelve(12)months from the date the permit is approved. 4. ❑ The work area shall be signed and protected in accordance with the Manual on Uniform Traffic Control Devices. (MUTCD)Area Engineer may require a traffic control plan prior to beginning construction. 5. ❑ This approval does not allow any work on State Right of Way in connection with utility lines (sanitary sewer,water,power,telephone,gas,etc.). 6. ❑ All existing utilities which would be under new pavement or in acceleration/deceleration lanes shall be relocated before final grading and paving, and at no cost to DOT. 7. ❑ The drives approved under this permit shall be adequate and sufficient access to this property and no other ingress and egress will be permitted from State owned Right of way. 8. ❑ It is the responsibility of the applicant to maintain this drive/encroachment, compaction test may be required. 9. ❑ Applicant is required to replace properly any roadway markings or signs or utilities damaged during construction. 10. ❑ Applicant shall re-grass to DOT specifications all State Right of Way which is damaged or disturbed during work authorized herein. 11. ❑ Minimum cover over pipe is to be 1.5 ft.from the top of the pipe to the top of the finished grade. 12. ❑ All curb and curbed islands shall be filled to top of curb with top soil and grassed, or concrete. 13. ❑ Curb and gutter shall be constructed per Ga.DOT Standard 9032 B,type 1,2, or 7 as shown on plans. 14. ❑ Header curb is to be constructed per Ga.DOT Standard 9032 B Type 2(Typical). 15. ❑ Driveways shall be constructed of concrete or asphalt and sloped per Ga.DOT Special Detail Replacing STD 6050/9031-J. Curb is not to be broken off from gutters. Curb and gutter is to be removed to existing construction joints or new joints sawed. SPECIAL REQUIREMENTS PAGE 2 OF 2 16. ❑ Arrows are to be used to indicate the direction of required finished slope down and one quarter (1/4)inch per foot minimum as far as arrows shown. 17. ❑ Natural and proposed drainage is shown by use of arrows or a statement saying there will be no change in the natural drainage. 18. ❑ All graded front slopes shall be 4:1 or flatter. 19. ❑ All pipe smaller than 48 inches shall have flared ends per DOT Standard 1120 if outside the clear zone or safety ends per DOT Standard 1122 or D39 inside clear zone. 20. ❑ Wheelchair ramps,per DOT SPECIAL DETAIL REPLACING Std 9031-W, shall be installed. 21. ❑ Newly constructed driveways shall not be opened to public use until completed and inspected by an agent for the DOT. 22. ❑ All signs to be installed on DOT Right of Way must be Type 3 (high intensity)reflective sheeting, except all red series signs(R1-1, R1-2,R1-3a,R1-4a,R5-1, and R5-la)shall have Type 9 (Wide Angle Prismatic)reflective sheeting backgrounds, and all warning signs. 23. ❑ All two way drives must have a 5"double yellow centerline&5"white edge lines unless noted otherwise on the plan. One way drives must have 5"white edge lines. 24. ❑ All pavement markings/RPM's installed on public right of way shall be thermoplastic and shall be installed per DOT pavement marking details,as instructed by the area engineer. 25. ❑ The work shall not create a safety hazard to the public. 26. El Well abandonment will be performed in accordance with the WATER WELL STANDARDS ACT OF 1985.Documentation of the abandonment shall be provided to the office of environment/Location and Office of Materials and Research. 27. ® Completed results of the groundwater investigations will be given to the local DOT representative to forward to the Office of Materials and Research. 28. ® The well shall not remain in place longer than six(6)months. 29. Well casings and covers shall not protrude above the ground line. 30. ❑ The applicant shall be responsible for damage to utilities in DOT Right of Way during the construction/drilling process. 31. El Wells shall be properly plugged after the groundwater sampling is complete. 32. ❑ Any existing paved shoulder that is deemed to be sub-standard for the new driveway or new lanes,is to be removed.Any existing paved shoulder is to be placed"in-kind"behind the tapers and decel/accell lanes. October 6,2009 19 i . 1 I lW 1,C i Korey K.Murray 0 ACCESS MANAGEMENT ENGINEER IMIlr D.O.T. 7572 DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA DISTRICT NO. 5 APPROVAL DATE 10/06109 PERMIT NO. Chatham COUNTY PERMITTEE 211 Butler, LLC. CONTRACTOR STATE INSPECTOR John Kent TELEPHONE (912)651-2144 • X COMMERCIAL DRIVEWAY SPECIAL ENCROACHMENT OTHER INSPECTOR'S LOG INITIAL DATE INITIAL DATE INITIAL DATE 7 DISPLAY THIS WITHIN WORKING AREA SO AS TO BE VISIBLE FROM HIGHWAY REV. 06/2000 >s 2-WAY COMMERCIAL DRIVEWAY CONFIGURATIONS . 1 TYPE 2 TURN PAVEMENT 5' SOUD 5' SOUD ARROWS AT 50'AND 100' MiI l E UNE FROM END OF RADIUS AND 150' - WHITE UNF - O �3 t'f ' +l .i>�li,. FOR TRUCKS AND BUSES 12' WHITE 10" WHITE • 5' SKIP STRIPING EDGE LINES _ VNfi1 •E UNE _ —WI-Iii 5_- — — — . .. E 11NE • 12' —— �i 24" STOP BAR V I. GUTTER LINE 150' ___ I� \—— ———. . ... . �, ', • gym` \,, F STO ) 1 ' Re 3a SIGN R RI-1 SIGN-<V,Q 30 TO 45 DEGREE ANGLE AT IF REQUIRED 50'AND 100'FROM END OF RADIUS I " J I 5 DOUBLE YFl 1 OW WHEN DECEL LANE IS REQUIRED. I� VAF2tl�f3LE CENTERLINE . • (ALSO 150'FOR TRUCKS AND BUSES) R 50' - _5' SOUD . •..... -...._ 1 u7urrr_ I Iun'---------; , r/1 4/L/dd 1�2Cjr✓4 41 E. 5401,1�C I !44-titA/( ,4-L04,7 "/u tet l'Lf1 i / K4 gL 4-Gt ii/(;64 F✓ZE de,*4 14,/>�S. 6' SHOULDER s . R (7-Y/°) i 24' ff DRAWINGS NOT to rtoJ -';its TO SCALE PICTORIAL SECTION ROADWAY VAR NOTE: NOTE: STATE PROJECT ROARER %V.' sv�ciz PAVING _''T' DETAILS NOT SHOWN FOR MODIFIED DRIVES WILL BE VAR DRIVES WILL NOT BE SKEWED EXCEPT WHERE NO CONCRETE SIDEWALK VAR— _ .T6.OR 8' SIMILAR TO THAT SHOWN FOR STANDARD DRIVEWYS I PERPENDICULAR ALIGNMENT IS NOT FEASIBLE. ,SGT. ,NI AT BOTTOM. D 1...OR B' - MAX. _,• 1 ° ,A .°. -3 IRANSITION �� \\ �� 6'BIN.�- MIN.B'BELOW ROADWAY F ° 4'MID. / � � PavlNC$uaFACE le'v v A SECTION F-F r— - p PICTORIAL SECTION �\ _���yv v; SECTION E-E ,j:;;��� � '' y y v`�A ----- �� v . / -ri /i ///,cif to i•DRIVE 8 CONRETE SIDEWALKS CO &ME4S IT-TI -,��\\\'6 , CONCRETE VALLEY '^CONCRETE\\��� j f �/ / Kt V S.fwa,KTf CO)FRFOeCr \ .�-\- .1 EP RAVNWAY GUTTER_ _1 actVALLEYGUTT\' \\E\ ° / --• ���%/���a/�//� \ 1• N'cT �\ Qp.S GJR 2,—.I � 6'OR 8' "'\�\�` 'V'EXPANSION JOINT f �/ / /�c°tic Cone °p a :I L \ �,. \\- ,,,,,,,%/-" ,,,,, ,--1.--,,,-:_, %�/i��� �r�/.i f 6'MIN. MIN.B'BELOW ROADWAY 4•-O. 4'-0' VAR�AS SHOIN�� VAT.AS SHOWN 4'-p• IIIIIII RfT y4. \ ® PAVING SURFACE D- N.E.P. TRANS. N.E.P. I�j ryy PLµj -1 i`A PLANS I l \\\ SECTION D-D LIN.FT.OF IIEAOER .�Xfr coTTE PLANS E- OR INTEGRAL CURB DRIVE ENTRANCE MODIFIED FOR SKEW R GENERAL NOTES: '''*"' \� ''' ;°'-\, DRIVE MODIFIED FOR HEADER OR INTEGRAL CURB ALONG ROADWAY �` � VARIES IYI ASPHALT CONCRETE'E'(OR I. T CONCIET CUR BE MEASURED ALONG FOLLOWS: �� _1I TAI CONCRETE CURB 6 GUiiER R WILL HE MENY--- '� CONCRETE VALLEY I OTHER SPECIFIED SURFACE COURSE) LIN.Fi.OF CURB A GUTTER WILL BE ME45GOTT FOR PAYMENT DAPPING O WN T THE 8Mf4s �� ��\ \� CUTTER q'MIN. DRIVE ENERANCESPAYCENT FOR CURB A GUTTER WILL INCLUDE DAPPING DOWN TIE GO/1-742-04, �� , 2'ASPHALT CONCRETE'B'TOR OTHER SPECIFIED TOP FOREIGN OF THE CURB.SO.TDS.OF CONCRETE VALLEY GUTTER WILL BE , \ <I \\ ,640- ROADWAY it �, ,. BINDER COURSE)REDO)FOR COMMERCIAL DRIVE MEASURED FOR PAYMENT TO THE BACK OF THE CURB LINE. Cat, .111„..... P5�4J EASING 2'-6' CONCNF TA VALLEY / PAVING,OMIT FOR RESIDENTIAL DRIVE PAVING IBI HEADER TOR INTEGRAL)CURB ALONG ROADWAY--- /'IN I'MAX MAx MET.OF CURB WILL BE MEASURED FOR PAYMENT TO THE BEGINMNG Of DRIVE Fl ` �\ pj�� GUTTEk 4'MIN / --(1) MAY OE FLAT 6'GRADED AGGREGATE BASE FOR WAY.50.YOU.OF CONCRETE VALLEY GUTTER WILL BE MEASURED FOR PAYMENT TO •OF JP _ �I/ OTHER SPECIFIED BASE) THE EDGE OF THE ROADWAY PAVING. cone ® �/ SECTION WITH ASPHALT PAVING ��.. \ 2. N.E.P.IS DEFINED AS THE POINT WHERE THE ROADWAY PAVING MEETS THE CURS& —I/'IN I'MAX ROADWAY_ 2'-6' _CURB ISLAND GUTTER,OR HEADER CURB,OR FACE OR THE INTEGRAL CURB. \ MAY BE FLAT YAVING q'MIN,_ TOP OF 3,DRNES RECONSTRUCTED SHALL BE REPLACED W KIND,LE,ASPHALT FOR ASPHALT, (SPECIAL CASE FOR SFC.TIUN D-B OR SECTION C-CL a I CONCREIE_V�EY _ 0 --CURB CONCRETE FOR CONCRETE,ANY AGGREGATE SURFACE COARSE FOR EARTH. WHERE THE SHOULDER OR SIDEWALK IS SLOPED '•' GUT AWAY FROM THE ROAD) z TER 0 \ 7�{—/ 4. SEE STANDARD 9032-8 FOR DETAILS OF CONCRETE CURB&GUTTER,READER CURBS I�;y��L`R�L1 AND DOWELED INTEGRAL CURBS. ROADWAY PAVING 2'-6'I CONCR TE VAL Y r(ID ,v..IN IT MAX__ x---s`j "`���,--,‘_.,..,f,"`"'[[[ 5.WIDTHS OF COMMERCIAL DRIVEWAYS WILL COMPLY WITH CURRENT DOLES AND REGULATIONS CONC MAY BE FLAT -R Ai'(ALT PAVING.CONCPE-E FOR DRIVEWAY AND ENCROACHGENT CONTROL'.WIDTHS IIF RESIDENTIAL p-2) SECTION C-C VALLEY CUTER.DV EXISTING NON-COMMERCIAL DRIVEWAYS WILL BE AS SPECIFIED IN THE PLANS. 6' I 4'MIN, / ROADWAY CONCRETE VALLEY PAVING 4S SPECIFIED PAVING 2'-6' GUTTER 6. THE SLOPE OF THE'TRANSITION AREB'OF THE CONCRETE VALLEY GUTTER SHALL NOT BE , - / NOTE, STANDARD STEEPER THAN 8.33X 112111 WHERE SIDEWALKS ARE LOCATED. MEM ALTERNATES TO THE CURB INTEGRAL 2 CURB 7,MAXIMUM DRIVEWAY GRADES SHOWN BELOW ARE INTENDED FOR RESIDENTIAL DRIVEWAYS IM•IN V MAX ��—MAY BE UNPAVED,EXTENDED ISLAND DESIGN SHOWN HERE 4''-TYP. WHERE FLATTER GRADES ARE EDT FEASIBLE.GRADES FOR COMMERCIAL DRIVEWAYS OR FOR MAY BE FLAT CONCRETE VALLEY GUTTER. I'/FT. f— MAY BE SPECIFIED IN THE TRUCKS SHALL NOT BE GREATER THAN HX uNLESS SPECIFIED OTHERWISE. SECTION B-B ASPHALT PAVING,OR EXISTING \ -' J PLANS. I 44 DOWEL BARS,IV'LONG Guidelines For usage DY Metric Projects PAVING AS SPECIFIED .' EXISTING 5A 3'C.TO C.DRIVEN OR `I \ OPT ONA CGIJSTU[IF TIES •PAVING DRILLED AND GROUTED IN Wlen//ese delells are Incorporated Into pons And or projects Trot ore being prepared or STANDARD CURB J JCINi booted in metric unite exact or precise conversion to melds unlls Is not(equired. RECESSED TO 2'HT. DOWELED CURB DETAIL TIe dimensions Stan trot are in feel and IACPWA may De mrn'erlcd to corresponding melrlc units using rile following •Rounded-OW cAmerslon factors:P.25mm, 4•IURm/Nnrd ID'or I'•3mmm.All measurement notes MIDI refer to linear feel and SECTION THRU GUTTER G- G'" CURBING SHOW-1 A� YP CAL AND WILL DIFFER square,yards slut/Oe lnlerpreted In mean linear meters and Bonne meters. 1'-D'(MA%.) ,YHEI\SPECIE'ED q'-0' _J DRIVE WIDTH.l2'-0'MIN. • 4'-0' / ,4 - / ' Q IS TIE BACK OF SIpE'WALK SURFACE GRADE OR TIE SHOULDER / // ( / / / �j SURFACE GRADE KY-WRACK OF HIE CURB,SLOPE OF TILE CONCRETE 7r -_ , // / VALLEY GUTTER WILL BE SUCH THAT THE BACK OF THE DRIVEWAY•CURB I CHT 2 <• 'LAW / ' j % // ^PIH IA,.AIE+W:LOS.6IN:l! TAPER WILL BE THE SAME ELEVATION.• _ _ T I O Is 000RNHc OF DRIVEWAY Y TIE-N. EXISTING PAVING RETAINED V RETAIN EXISTING PAVING 4'*- EXITING PAVING// / / 1V.k BACK OF CURB(TYPICAL' NOTE. AND 2 AY COINCIDE } - ''-�- OR REMOVED TO LIMITS \ /TYPICAL ' -' / , 6'OR 8' \� ^ FLOW LINE SPECIFIED \ // /- // / I DOWELED INTEGRAL OR HEADER CURB WAX.ALGEBRAIC SECTION A-A / /' ��TYPICAL-SEE PLANS MAXIMUM GI V,C. GI-GA GRADE CHANGEI S1". -.---44 B.C. CUT ELL SAG CREST CONSTRUCTION JOINT IF ZO S - DRIVE WIDTH OVER 20' IRAE.Y HEON B ■VALLEY GUTTER CUVV H TO B' OTT 16.67X S' DID DID CVpO ° E/Gh,T Sib _._ I p' 230 27X p• 250 36X .'MIN. 6'1,664:i er/III°. ° t e e . \/�3�•.Q�j i'VAR-MAYJ _ V.C. I V.C. �iI 4'MINI . B-. D 'SHDU. /KEXPANSiON - • II' a"-I - y ° a .°A T -,, -• ©E ZERO I 5'OR TO, C?/ \,.A, 5'OR 10 ° '1 .. OPT40NAL ° Ir e e• -._° OPStOMAL e I��\ _ T / ,'f,„ ✓� % / \� �i „CONSTRUCTIQZL z // \I \� CONSTiiUa oN _ r .' - _ -,,G21E GROUND) IL,9 n t:�;� %/ A / JOI,,T E OxcAETE° �l ��V' ��A� JOINT % bA > .,� / �V �A�' / 6'OR 8' /V E.OR R'� - --�J A 0+ 0�/y,6 OR 8' /� 6'OR 8' �. •:1 w 0�CONCRETE VALLEY -CONCRETE VALLEY, (SEE GEN.NOTE 7' .z i/�CONCREER VALLj , CONCRETE VALLEY�,,� .. ° ��s�iy/�TT�R//� GUTTER-,� A�� . - MAXIMUM DRIVEWAY GRADES >e, A ,p e„ ✓% �� %i� \\ ' \ A 'i PPiji//%. ��\�\\ ° 1 I I /�;4C�-��i/i --i�i�v�; v�1v��� A This Detail Replaces Ga Standard 60,0, ■ & • FLOW LINE - T ' GUTTER N.E,P:. FLOW LINE— GUTTER = DEPARTMENT OF TRANSPORTATION N...—.� 4•-G' B f B '`� ` STATE OF GEORGIA H—p 1W 7•-0' YMA%,1 Y0DRIVE WIDTH u/,DRIVE WIDTH 13'-0' I 4'-O' * j 4-O• G - C _ '\ N.E.P.�� III /�—* III ila 7--O'I(MAx,) +%ORVt WIDTH 1/XDRIVE WIDTH Y-0'I 4'-O' . 1K c SPECIAL DETAIL *CONSTRUCTION JOINT HALF SECTION HALF SECTION I HALF SECTION HALF SECTION *CONSTRUCTION JOINT NOT DRIVEWAYS WITH TAPERED NOT REQUIRED IF SYMMETRICAL ABOUT THIS SIDE tt SYMMETRICAL ABOUT THIS SIDE REQUIRED IF THE OPTIONAL Q THE OPTIONAL OF CENTERLINE WHERE CONCRETE ENTRANCES CONSTRUCTION SIDEWALK OCCURS, OF OCCURS. CONCRETE �- PROVIDED BACK JOINT CURB. JOINT IS PROVIDED CONCRETE VALLEY GUTTERS BACK OF THE CURB. I PLAN B PLAN PLAN PLAN 00uI 0 (SHOWN ADJACENT TO A A NO SCALE MARCH 12,2002 RESIDENTIAL,COMMERCIAL OR NON-COMMERCIAL DRIVE DRIVEWAY WITH CURB ISLAND EXISTING PAVED PARKING AREA) L�7'-O'DR DISTANCE EQUAL TO THAT FROM BACK OF CURB TO BACK OF SIDEWALK,WHICHEVER IS LESSER m 1.2112004 lR.4E,10 AM s+COOT OSNI,GO'LOILOCAN50_PIFF-OJreuT.E:F 00002,5•.L01TRJC1 ION YETAILY'•E,GLISH(OISTH-r-ION GE-AILS I.PRFI VI.CAF DETAIL OF CONCRETE VALLEY GUTTER DETAIL OF PLACING PAVEMENT ,arc PROJECT NUMBER '7,T 51W, WITH CURB ADJACENT TO GUTTER DETAIL OF ADDITIONAL PAVING STATE A AT STREET INTERSECTION - COMBINATION CONCRETE CURB AND GUTTER EDGE OF NORMAL PAVING CONCRETE CURB N GUTTER �, Ye•EXPANSION JOINT / \ \ IV EXPANSION JO_NT}„._t / EDGE OF PAVEMENT , A - GRASS PLO��'„/ ' ' , \',. -\” - TOP OF SURFACE COURSE ■ ' --___ _ 1/2.EXPANSION JOINT SINGLE BITUMINOUS SURFACE COURSES TO BE FLUSH WITH CIF REO'DI �"k 6.OR El'CONCRE VALLEY GUTTER. \\\ GRASS PLOT TOP OF GUI TER 'g-RE001 ADDITIONAL CONC. WITH URB \• \\ \` % PAVING SIDEWALK VHIIMA%- / '\X\\,,,\�� CONCRETE /i SIGEw ALK / 1' \\\` TOP OF FINISHED Y OJL' I A �\ S \ CURB&TGllii CONCRETE P�(� VARIABLE'I'\ PAVEMENT TO BE FLUSH V' 3 %E%PdN510N // \ BITUMINOUS PLANT MIXES WITH TOP OF GUTTER - ta4' 1 '� JOINT `,\\‘‘' `‘ \ AND SURFACE COURSES � /�- , tin INTERSECTING REET-VARIABLE --- -'- __ PLAN Ct rili/1iY/ii=i ,A - SLOPE VARIABLE TO FIT INTERSECTING STREET PLAN I SECTION A-A SLOPE TO FIT NOTE:ADDITIONAL PAVING TO EXTEND TO ENO OF RETURN WHEN NO SLOPE I'W 1' I('IN I.MAX. m INTERSECTING STREET tMAV I CONCRETE SIDEWALK IS SET UP. SEE SPECIAL DETAILS FOR CURB CUT RHSEE SPECIAL DETAILS FOR CURB CUT RAMP REQUIREMENTS. SECTION A-A RAMP REQUIREMENTS. DETAIL OF 8'OR 8'CONCRETE VALLEY GUTTER AT DRIVE WITHOUT CURB DETAIL OF 4'CORRUGATED CONCRETE MEDIAN CONDITION"I:-BACK OF SIDEWALK 15 6'-0' SYMMETRICAL OR MORE FROM THE BACK OF CURB. ABOUT 4-0 ___- EDGE OF PAVEMENT C-/ BOTTOM OF VA'DEEP CORRUGATION '/ NORMAL EDGE p-O' I T,� - ".' OF GUTTER % CONCRETE..�Nz'EXPANSION JOIN r/ TOP OF PARABOLIC I�. ` - •CHAMFER GUTTER , NORMAL CURB HEIGHT' �'j / SURFACE\ CURVE \ I \ I/z - VAR.CURB HEIGHT - R %'// ,,*BO. BOTTOM OF III/p•TO 21/q'OEEP)CORRUGATION 6• M u GRASS PLOT Jr 6•oR e•CONC.',SEE NOTE'A'_ sm OE REO'D.I H.RA' VALLEY GUTTER - WITH CURB I//EXPANSION JOINT i, BASE BASE IF REQUIRED BASE wm - ZERO CURS RB'A• 23' 2}.' 235' 235' Vi EiiQ HEIGHT /i� VARIES _ .'-�/�� SECTION _ I • rm0 CONCRETE SIDEWALK !��'/�•'/' A ��y,• z'/o1 PLAN -. — �- .. .. .. .. .. .. 23L' t 6•-0'MINIMUM . NOTE:•A' — '/'EXP.JOINT REO'D AT 100'-10', I 2� CONSTRUCTION JOINT OPTIONAL:-WHEN IMPLEMENTED•4 TIE BARS WILL BE '` I 2F' SECTION A-A AT CL OF MEDIAN REQUIRED AS SHOWN BELOW TO BE INCLUDED IN UNIT PRICE FOR VALLEY CUTTER. IF CURB IS POUREO THROUGH VALLEY GUTTER,THE TOP PORTION WILL BE REMOVED BAT INTERVALS OF 10'-I'LET ONE VALLEY *APPLIES ONLY TO SUPERELEVATED CURVES.INCLUDING TRANSITIONS. BEFORE SETTING TO MATCH GRADE OF VALLEY GUTTER. THREE WIDE x I'/1 TO 2'/1 OEEPI REPLACE I c81/4.OPTIONAL JOINT DETAIL THREE NORMAL VALLEYS. BIV" 36'LONG TIE BAR — A G CURVED TO FIT CURBB 1� I 1� `I I i A.-I IS 6 5 5 S� S I L CONDITION•t BACK OF SIDEWALK IS T'-0'OR PLAN ®I�iY - MOPE FROM RACK OF CURB. 7ER0 CURB HT.TO BE A MI`1MUM OF 3-2'FROM CUTTER LINE- This Detail Replaces Ga Standard 9031J A I / 30'LONG TIE BARS IF CURB TRANSITION EXTENDS PAST EDGE OF SIDEWALK, SEE SPECIAL DETAILS FOR DETAILS OF CONCRETE SIDEWALK. 3G.LONG TIE BAR 1 THE TOP OF THE VARIABLE HEIGHT CURB IS TO REMAIN FLUSH Guidelines For Usage 0n Metric Projects CURVES TO FIT CURE T \CENTERED AT JOINT. SECTION A-A WITH THE TOP OF THE SIDEWAI K THROUGFOUT TRANSITION.ZERO CURB HEIGHT WII L BE A MINMUM OF 4'-0'FROM BACK OF SIDEWALK, Wien OAese details are units. Into/Jail.,ano or IA AISIs ttet ore A ocT yetnlni Or FOR 6'VALLEY GUTTER SIMAXI=24' nslruAed In metric units,exact or!reds.,conversion to metric units Is not rep, FOR B'VALLEY GUTTER SI ax.6' Tie dimensions shown PAIT are In feel ore/'notes may AT convened IA swrespana Talc units using Ile following •R0unded-Off'comerslon factors:P-25mm. VAR, I VAR__ VAR- 5'V.C._ PERCENTAGE OF ASCENDING GRADE MAY BE INCREASED TAOAPC m.ald 12 or l'-SWmrn.d TA measurement ITAP roles IMl refer to AAIAI teat and* # AT 4 DISTANCE OF 23'FROM THE GUTTER LINE. Square yards shall be Interpreted to Imon linear Aeters and square meters. LL NORMAL a NORMAL x3 _= DEPARTMENT OF TRANSPORTATION ° HEIGHT u. CURB of E SIDEW _ 0,-4, STATE OF GEORGIA u HEIGHT 6' CURB a°_ SIDEWALI( I/n'IN 1'MAX- _ _ ROADWAY PAVING . ""n,% /MAY OE FL ATI - __ - PERCENTAGE DESCENDING GRADE MAY BE INCREASED * T SLOPE •I•IN'' _- AT A DISTANCE IB•FROM THE GUTTER LINE. VALLEY AL DETAIL MA%= /,,;/. - - 'IS%MAN Y= �_ 6'OR 8'VALLEY GUTTER N CONCRETE VALLEY CUTTER AT STREET INTERSECTION 6'OR 0'CONCRETE VALLEY GUTTER AT DRIVE _ -'T� PLACING PAVEMENT ADJACENT TO GUTTER I w NORMAL ADDITIONAL PAVING AT STREET INTERSECTION s'v.c. TIE BARS IF REDID 1 EDGE OF - - 'it NOTE: °3 w SEE NOTE'A' GUTTER 9'V.C. 4'MIN. _ MAXIMUM DRIVEWAY GRADES SHOWN ABOVE ARE INTENDED FOR RESIDENTIAL DRIVEWAYS WHERE 4'CORRUGATED CONCRETE MEDIAN '- 5'-6•MIN. - FLATTER GRADES ARE NOT FEASIBLE.GRADES FOR COMMERCIAL ORIVEWAYS OR FOR TRUCKS s NO SCALE MARCH 12.2002 12'-0'MIN. I' SHALL NOT BE GREATER THAN 110 UNLESS SPECIFIED OTHERWISE. Au SECTION AT fL OF DRIVEWAY A 2 I XII2PRa I4,lA,35 nn 000T-D5U 1,GO'LOT,OR:F,X0_Tlrr-OJTPU5.O_P Onager s,._ITRJcllcu OEta1LS,,;oasR cO,STRC,Ian DE AILS,.,R,,,,,,,..„,, C r;4 E A _- -- 0 . �':uN, 1 A . I' - •Reduce spacing 40% —_1 DIMENSIONS (INCHES) SIGN - A B C D E F BIKE 18 3/8 6 6C 3 7-3/4 MIN , 24 5/8 8 8C 4 10 STD. 30 3/4 10 10C 5 12-1/2 EXPWY. 36 7/8 12 12C 6 15 SPECIAL 48 1-1/4 16 16C 8 20 COLORS LEGEND —WHITE(REFL) . BACKGROUND — RED (REFL) / 1-2 6':9'1QO '..2:TO.N„oOOr-osw,eo..OTn.0 i,,I,p,e. +I u.. ,,,,,e ,oe:,rr,u.,r,.m.A r c.-Wa s 1.4 E PPntECT Nomew .Q TYPICAL LOCATIONS FOR CURB CUT RAMPS - PLAN VIEW CONCRETE SIDEWALK DETAILS GA.I ' r " II III li\ ABACK QF SIDEWALK MUST BE LOCATED—, I - N / AS SHOWN IN THE PLANS OR AS DIRECTED I 60'MAXIMUM l� BY THE ENGINEER SO AS NOT TO ENCROACH\ .# - , INTO THE REQUIRED LEVEL LANDING AREA 20'MAXIMUM 20' 20' 20' 20' --20' SIDEWALK III �' ".4.,,,i- `l� �1'� f I_ _____T---- CONCRETE SIDEWALK .„'/ ! \\y __ -— -- (I(T_ /i EXP.JT_ TRAVERSE -'/'EXP. IVU EXP JT.TOP. I CONTRACTION NIA TAMES CONTRACTION IN; CROSS q • ~ Y ' / s AT STRUCTURES JOIN7RACTION /)} JOINT f/ � JOINT v. j LINES MN. PAVEMENT EDGE ,� �.� ___._,7' � `CROSSWALK I PLAN VIEW r LINES SLOPE: SLOPE SLOPE VARIABLE GLITTER TRANSITION DETAIL 2%MAX 2%MAX 2%MAX (MAY BE FLAT/_,_ VAR. MAY OE FLAT/ VARIABLE VAR, (MAY BE FLAT/ 7'0E5. $LOPE 2% h 5'MW, 6'-0'DES. r,y'Mkl. 2'-0'MIN. 5'MIN.3K q ; OR LESS 1 1 -o •' �. .uas SIDEWALK '�•�, M4' I SIDEWALK ' SLOPEL GOTTEN I � � �� y%' P�PREFERR v� ALTERNATE SECTION v� jr.,------ WITH 6'GRASS STRIP WITH GRASS STRIP ALTERNATE SECTION 4'MIN.--;4000;*--- MINIMUM WIDTH OF 5'MAY l,S p, SIDEWALK {r WITHOUT GRASS STRIP ��]��II BE INCREASED.AS OFFSET 4ER *4:,.>:4-4,,,',..' *16'TNHT ISDENSO LOA RECOMMENDED 1W5"MIN R EDeO0S,SWTSeETC2UCnpNS v\ yl �" TO OBTAW 9'MIN.OFFSET FROM ¢.T ,. / ���T ' WCR GRADE VPREFERRED MOTH WITH A 2'AREA NryNryNry 1�+J ',CROSSWALK-116E—_4R_[4R TIGHT %�E '< : \ (8.33%max) eF CONTRASTIrvC COLOR 8 iExiURE TAIL'/f RADItCUR85. /� I NOTES FOR CONCRETE SIDEWALK: OJACENT TO THE CURB, IJ!__j' s\Jt2�/ REQUIRED ICOST OF TEXTURE,COLORING 8 HOLES III°99,r CORNER TYPE CURB RAMP GUTTER AT CONTRACTOR MAY ELECT A.CONCRETE TO BE PLACED 4•THICK AND FINISHED WITH TAMPS,WOO10 REQUIRED FOR MAILBOX AND SIGN POST NOTE: THE RAMP LENGTH IS NOT RAMP SLOPE TO TO PLACE ADDITIONAL EXCEED 15 FEET. THE RAMP ONOPt MAY ��jI RAMP CONCRETE.NO FLOATS ABS STIFF-BRISTLE BROOMS. SHALL BE INCLUDED w x EXCEED 12:1IF THE SITE CONDITIONS I1 �' WILL ZONAL PAYMEN B.TRANSVERSE CONTRACTION JOINTS SHALL BE PLACED AT 20 FT. FOR SIDEWALK/ PREVENT THE USE OF A RAMP IS FEET LONG. WILL BE MADE. INTERVALS.H ALL JOINTS EDGES TO BE ROUNDED TO/.'PIDEWA C.'/j EXPANSION JOINTS SHALL BE PLACE,WHERE SIDEWALK TIE NTO A LENGHT REQUIRED FOR STRUCTINEOR TERMINATE AT CURD,RAMPS OR DRIVEWAYS AND AT 60' A I:12 SLOPE INTERVALS. 9 DIFFERENCE LENGTH NOTES FAR CURB CUT RAMPS: Pype A N�: Type B t � Type D W REQUIRED .AV„A ,F, ,F ;. LR HEIGHT 0. CURB CUT RAMPS WILL BE LOCATED AS FOLLOWS UNLESS PLANS OR CONTRACT r'�.Jcrcl Aomn. Wdp`” \ 4 A':s,Ip IA.wl. D,N /s,,:::r.%:.,,.+.w;w:�,;,:.:,%.it u.• Inch IRONY SPECIFY OTHERWISE. G t \b a �a Is na walla,for 1 landfr' H' 1 P 'F llc.mrtA-lnro Itc e',-vz,H ll A A \\ I(1 h :",:•,• ol'le;1p aJ e TyCe A fa,>roI 0 g6,tos 00, �4G, 2 Inches. 2 feet al AT ALL PEDESTRIAN CROSSWALKS WHERE CURB IS CONSTRUCTED OR REPLACED. 5" 3 Inches 3 feet i {' zk r' n1Al. ,Jd I'P{.!A 5ti� oQ� bl WHERE NE SIDEWALK CONCRETE OR UNPAVED. i5 INTERRUPTED BY THE CURB AI '\ ,. •/ gA' L q Inches 4 feat TURNOJTS OR Ai INTERSECTIONS. Back of sidewalk shall be I \.'. I rg,p°' I.++ `1" o,A�tr Q6N' rc Weed as ARBOR 00 In the plans\ \ • 5'P 1 1\ JS� ys 5 Inches[5 foot c or as \ \ +`.:IJ• 8�5 y'f• 1' yr ,K K Inches 6 feet WHERE LOCATIONS SUCH AS OBSTRUCTIONMTO REST AREAS.4110,directed tr Me Engineer I •.Y .. 1• 1 .a, - I s non to encroach Na �. ++�• 0 n ; 1 a�P ,--'_',1-2.t,- / -/ DISABLED so as landing orm. "Ol a;,, \'/rr'.. `0 - TT 'i 2. RAMPS WILL BE CONSTRUCTED FROM CONCRETE. SPECIFICATIONS TOR RAMPS WILL BE nk �'�-' 1,1� 1 �?� _ ›x� THE SAME AS FOR CONCRETE SIDEWALK. RAMPS SHALL HAVE EITHER A ROUGH OP A ' A'/aTy^ 1 a"'�, TEXTURED FINISH. / �/Q y l L�\�\\ Qr / °�w', 1 '4 'S/T 0,4 3. DROP INLETS ARE NOT TO BE LOCATED DIRECTLY IN FRONT OF RAMPS. CATCH BASINS PpY° �%� ,/;„ <F�� 2j rqv � SHOULD BE LOCATED AT LEAST 10 FT.FROM RAMPS WEN FEASIBLE. •J 0 LENGHT REQUIRED FOR <,,°T'5P T/ /•E,� a f9f H.0 q(�l/Fq/p yc 4 WHERE PERSR LOCATED N TO DIMENSIONS ANDSNOTNALONGRTHE CURVE.A� A 1:10 SLOPE } eo51P /• 1 °'r \ / kF \~j • r cc,,���� %� 5. WHERE WITH?STRUCTURES CONFLICT.WHERE SIDEWALK GEOMETRY VARIES.Al DIFFERENCE LENGTH ,'^,a'H 4+'x`0 /• �Qp�'e 91'12// 1 q9/ �„�� SKEWED INTERSECTIONS.OR IN OTHER SPECIAL CASES.THE RAMP DESIGNS MAY BE HEIGHT REQUIRED c ••'A'�"' 4ty,e0la 2./p4, ``S MODIFIED BY THE DESIGNER OR ENGINEER.PROVIDED THAT THE WIDTH REMAINS • d`�w Oq Co, A MINIMUM OF 46 INCHES,AND NO SLOPE ON THE ACCESSIBLE PART OF THE RAMP I Inch 10 Inches •✓''• 'aP C4' /F /F IS STEEPER THAN 12:1. 2 Inches I'-B' ��� `' 2S 9f0 IN AREAS WHERE THE GUTTER HAS A SLOPE TIN r 3 °' 4Q' END NORMAL GUTTER SLOPE AT A DISTANCE OF 6 TO ID 6. LIN.FT.OF CURB AND GUTTER WILL INCLUDE NE TRANSITIONED CURB IN FRONT Inches 2'-4' +T+• Jti _ FEET FROM THE RAW.AND BEGIN TRANSITION TO OF RAMPS.SO.Y05.OF CONCRETE SIDEWALK AND CONCRETE MEDIAN PAVING 4 inches 3'-4' .VISA bOEIOO 'o be used mA'o;,h a A FLAT GUTTER SLOPE.NORMAL GUTTER SLOPE SHALL BE WILL INCLUDE RAW'S. NO ADDITIONAL PAYMENT WILL BE MADE FOR CURB RAMPS. 1Q n 5 f'wlee skra.al.wl;h�a.offser'n RESUMED AT A SIMILAR DISTANCE BEYOND THE RAMP. NO ADDITIONAL PAYMENT WILL BE MADE FOR SAWING AND REMOVING EXISTING SIDEWALK 5 Inches q'-2' ?�P '10 boa of I`z cur. OR CURB WHERE NECESSARY FOR RAMP CONSTRUCTION. 6 inches 5 Feet 1. WHEN A CURB RAMP IS PLACED ON EXISTING PAVEAENT. THE PAVEMENT SHALL BE REMOVED Type SIDEWALK TO PROVIDE A MINIMUM THICKNESS OF 3 INCHES OF CONCRETE AT ALL LOCATIONS.NO T Vie C Skewed Ramp Details JOINT SEPARATE PAYMENT WILL DE MADE FOR REMOVAL OF THE PAVEMENT. J SI OPE 2'MAX. SAME WIOTI{ It DETECTABLE WARNING SURFACES ARE REQUIRED ON ALL INTERSECTIONS WITH PUBLIC AS SIDEWALK STREETS.SIGNALIZED COMMERCIAL DRIVEWAYS.AND COMIAERC l4l DRIVEWAYS WITH AN (Applies to Type A f� Type D Ramps Only) A000 OF 25 APO. TI A 4,'N + 1 01 22 ,tO WHEN THE RAMP CENTERUNE IS NOT PERPENDICULAR TO THE CUPS I _ This Detail Replaces Ga Standard 9031W .0I 4' I 0 0 -4 5 + '•�� A LEVEL LANDING AREA WITH SLOPES LESS THAW p%MUST BE xy I I 14 I Guidelines FM Us5ya On Mario Projects �,A ,'4�L PRDl1DED AT THE BOTTOM OF THE RAMP. q•M_JN.I 'q, I\ 1L�Yr mum,\ F I : 1 F q•COruC. When these details are Incorporated Into pans and or projects OBI are being prepared or .W \ �-,p31 .�'*a\` + )' BOTTOM OF flAIIP SHALL BE PERPENDICULAR I I trucled In metric units.exact w IueUse wm'ersron to merle units!s not required. \ O kVV'¢r TO TIrE RAMP CENTERUNE. I SECTION F-F TM 10 VEILS AH shown 10)are In fell and/nc/es may be converted to corresponding ,( A d L� merle units using Ile following RWMad-0ff'conversion facra-s:r•25mm. �/NSF{A\ A• � Tot of loo<coeoo==e>:.00 f•IODmm,a/N/2'or Y•30Jmm.NI measurement ndar Toler to linear leer and 0' \ Homp E �r °° II'} E square rams,re to Interpreted to mean linear meters oaf square orders. y ,5RU'L� ' g o °Q_°4 r DEPARTMENT OF TRANSPORTATION ' K�-1 on�ALT, Ko B' GUTTFA I ,°ti ti m m \ A °r °NUN /p'Ex,. / _ o _ \c� I�JQINr f STATE OF GEORGIA Lq LESS E9 ra o 17''' \5 h \ K �'SG1gPa '� o. 4,0\0 PLAN VIEW _o SPECIAL DETAIL ° A«XI, N"'P�`ES a 4°°. CONCRETE SIDEWALK DETAILS aP ` S.IMP a°` SAME WIDTH AS -i p C 4, �IESSNNIO SIDEWALK - ',`+ CURB CUT (WHEELCHAIR) RAMPS VAR.6' 48'MIN. L.OAR.G. '2 b'i a'H DI w°o TO Iz' I I TO 12• W y'D 's'L p¢¢ SLOPE LINER LANDING AREA e 00 W W NO SCALE MARCH 0,2002 TONAFOS GUTTER AT 2.MAX - ----' + NUMBER 11 —CURB TRANSITION SECTION E-E A3 :..0,.-:4.-40,0(1001-T5x,20°.0,l, ,-000.o.POI JO ps.i I,L'A,,F:,o;✓ere'.:Grs, S',BIM•,.-,1-,1„GWT.OWIGOP:01,,i,>Wl,,,DOW J ,,,u,,,.,,o,W,,,,,a,,,[.RM' ■ 5700E PROJECT NUMBER IS5 1 S,FETS ■ CENTER OF SIZE:DETECTABLE WARNINGS SHALL BE 24 INCHES (610 mm)IN THE DIRECTION OF PEDESTRAIN TRAVEL GA. LANDING MATERIALS: AND EXTEND THE FULL WIDTH OF THE CURB RAMP OR FLUSH SURFACE. NEW CONSTRUCTION 60'IMIN. LOCATION:THE DETECTABLE WARNING SHALL BE LOCATED 50 THAT THE EDGE NEAREST THE CURB LINE THE DETECTABLE WARNINGS SHALL BE MADE OF 1500 mm MIN. 12:1 SLOP SIDEWALK OR OTHER POTENTIAL HAZARD IS 6 TO 8 INCHES GBO mm Ho 180mm)FROM THE CURB LINE OR 6 V-I r� I { SIDEWALK OTHER POTENTIAL HAZARD,SUSH AS A REFLECTIVE POOL EDGE OR THE DYNAMIC ENVELOPE OF MATERIALS SPECIFIED ON OPL Al. i I I X. RETROFIT OF EXISTING RAMPS RAII. OPERATIONS- (150 mmil `a DOME SIZE AND SPACING:TRUNCATED DOMES SHALL HAVE A BASE DIAMETER OF 0.9 INCH TO 1.4 INCH(23mm-36mm)AT SURFACED APPLIED MATERIALS WILL ONLY BE '^T / I THE BOTTOM,A DIAMETER OF 0.45 INCH TO 0.91 INCH(IImm-23mm)AT THE TOP,THE TOP DIAMETER APPROVED TO BE USED ON EXISTING WHEELCHAIR VARIES VARIES RAMPS. 0'TO 6' SHALL BE A MINIMUM OF 50% AND A MAXIMUM OF 65% OF THE BASE OIAMENTER,A HEIGHT 0'TC..9' 10 mm TO 150 mml OF 0.2 INCH(S.Imml AND A CENTER-TO-CENTER SPACING OF 2.40 INCHES (6Imm)DESIRABLE INSTALLATION: (0 mm TO 100 mm) 2'MIN. 1.60 INCHES (4Imm)MINIMUM MEASURED ALONG ONE SIDE OF A SOUARE ARRANGEMENT. DOMES BRICK PAVERS SHALL BE SET IN A WET l50 rninl MlN• Ask,' SHALL HAVE A SOUARE ARRANGEMENT. DOMES SHALL BE ALIGNED ON A SOUARE GRID IN THE MORTAR BED. THE BED SHALL BE PLACED ON SECTION A A PREDOMINANT DIRECTION OF TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN DOMES. CONCRETE. THE CONCRETE SHALL BE A MINIMUM SEE STD.90328 60'MIN.DIA. VISUAL CONTRAST:DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE OF 4'THICK. FOR RAISED 1500 mm MIN.DIA. F • 4'• H EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT. THE MATERIAL USED TO PROVIDE VISUAL CONTRACT CONCRETE FLARED SIDE- '-CURB RAMP SHALL BE AN INTEGRAL PART OF THE DETECTABLE WARNING SURFACE. CERAMIC TILE SHALL BE EPDXIED IN PLACE OR MEDIAN 9 0 TO I/;'MAX. WITH DETECTABLE SET IN A WET MORTAR BED. MANUFACTURER H'O. WARNING 0 TO I MAX. RECOMMEND ADHESIVE OR FASTENER SHALL BE ^'"' 'F — /a USED IN THE INSTALLATION. 3 z n G3.oO coo o c 0,45'-0.91' 3 -' O c o ALL OTHER MATERIALS SHALL BE INSTALLED ma \ °°c E 111 mm-23 mml �SZ 44/11 „,,,,� � coo Doc N ►{ �, E ACCORDING TO MANUFACTURES DETAILS OR n< °o c ,o °- INSTRUCTION. • iii xn �F,''-, �� o o c :: 7 t GENERAL NOTES: 3 RETROFIT SURFACER APPLIED MATERIALS ONLY: R n mm ��--11 I. CHANGES IN LEVEL OF IIE(6.4 MATERIALS HIGH MAXIMUM x 13(MIN.) 2'N SHALL BE PERMITTED VERTICALLY ON SURFACED UM 600 m /y'MAX, RETROFIT SURFACED APPLIED 0.9" ' APPLIED MATERIALS. (TYP) 16.4 mm) i.DETECTABLE WARNING (23 mm-36 mml / 2. CHANGES IN LEVEL BETWEEN 1/i'16.4 mm)HIGH A _� Cl I MINIMUM AND 1/z'II3mm)HIGH MAXIMUM SHALL BE CONCRETE ISLAND WITH ELEVATED CUT THROUGH I BELEVELED WITH A SLOPE NOT STEEPER THAN 2:1. '/' CONCRETE CURB RAMP 1.60'141 mm)MIN. 2.40'161 mml MAX. RETROFIT SURFACED APPLIED E \ ?a I 24' _ 1/4'MAX. /DETECTABLE WARNING ,n � F E (610 mm) 06.4 mml ; V ,,■ !�A..I 77 E -RECESS WCR E� FOR TAE ISLAND / -1+; r' (13 mm) I ._.V w I/y MA ;CONCREiE CURBRAMP; N I 16.4 mm) 1 O O O �.�_.. ity O O O O/ J 24 ISLAND 7 (610 mml _RECESS OCR FOR -- pp'Min. BRICK PAVERS 1580 mm ai,,' c '%.\ e''c . �, E 0,65•(17 )MIN, __II ',,WY,' (Ip0 mml ,•;r ISLAND - L FOR TILE OR BRICK PAVERS NO VCAL LIP OVER FLARED SIDE—yam VA(3E mm)IS ALLOWED \CURB RAMP WITH , y DETECTABLE WARNING-., i OOOOOOOOOOOOOOO I of �� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _ DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA NO SEPARATE PAYMENT WILL BE MADE FOR THE '4.;. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DETECTABLE WARNINGS. THE COST SHALL BE � G E SPECIAL DETAIL INCLUDED IN THE PRICE BID FOR SIDEWALK "'� .-< - O O O O O O O O O O O O O O - - IOR CURB CUT RAMP IF THE ITEM IS INCLUDED O 0 C) 0 0 0 0 0 0 0 0 0 0 0 0 - W p o T"° DETECTABLE WARNING SURFACE N THE PROPOSAL). SIDEWALK > TRUNCATED DOME SIZE SPACING 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 °=o U AND ALIGNMENT REOUIIEMENTS FOR CUT-THRU ISLANDS AND EXISTING RAMPS, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o s.�W N z w w WHERE NO SIDEWALK OR CURB CUT RAMPS ARE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 '_ °g a §w B 5 NO SCALE MARCH 12,2002 IN THE PROPOSAL, THE COST OF THE DETECTABLE DETAIL FOR DETECTABLE NUMBER WARINGS SHALL BE INCLUDED 1N THE OVERALL BID WARNING AT CUT-THRU CONCRETE ISLAND I°° /, ^ PRICE SUBMITTED. " p: m A 4 - u.,✓MGRS-...]P;Y N.o.1.o0,02•^,JXTi,r.w.;,lj i put-,i ZA,-,„,,,061/6&-Pan,[.F,,,,„o, CHATHAM COUNTY.DT RTMENT OF RUUD-INCA SAFETY '.EGULATORY SERVICES • .i.U.E SAFETY WM:LT.10N DIVIS1().0, FOR THE CITY OF'MEE ISLAND YEAR OF -.7eef21 i APPROVTD DA1E dent/ d/ DISAPPROVED / You are hereby notified that this is an Official Order of the County Fire Marshall, stating the defects found to exist in the referenced sir-active, and further requiting that you, as owner, agent or person in charge of structure, shall have days to complete specified repairs or improvements. Business Phme Owner Occupant Load 2.0r,)iAce--1-. '. rvii4-14 4-1 4 . Name of Facility Address __ al T3}4-1 ig-17.- .-- -- OcetIrMry: ( -.ECIFISIhe:-. ) Assembly Storage Educational Day Care ..„............,...- Personal Ca--- lorne Mercantile Factory Residential Hazardous 1. Number of Exit Doors :--1..4 .10/e3FC 5 2. Blocked Locked OK le------ 101-SEC 5 3. Exit Sign Good _ ‘...----- ._ Unsatisfactory 'NA ____ 5 4. Emergency Lights Good \ < Unsatisfactory NA 101-SEC 5 S. Panic Hardware Good _ \,/,', ___ Unsatisfastory NA 101-SEC 5 6. Self-Closing Device Good ‘,..,--'7- ifitsatisfactory NA 7. Fire Mat 111 Yes No NA \,------ NFPA 72 8. Smoke/Heat Detectors Yes No NA - - NFPA 73 9. Sprinkler System .4...v.„ ..,. No NA 1.---- ... NFPA 13 10.Standpipe Y,es No NA ‘4,...---- NFPA. 13 . 11.Number of Fire Extinguisher:3 >, Proper Type? sk..4.;:cee-') NFFA 10 Inspected/Charged Yes _ \,,,e'''-_ No NA 2,47:FPA 10 12.Fixed Hood System Yes No NA .ATFRil 96 13.Date of Last Service (REQUIRED EVERY 6 MONTHS) ...„...e. 1 14.Electrical Good \,..---- Fair Unsatisfactory NFPA 70 15.Overloaded SocketsfOutlets Yes No \,...----- NFPA 70 16.Missing Electrical Covers Yes No 17,--"-----7-.- 1V.F.PA 70 17. Other(explain) _ IS. Excessive Storage of Combustibles --- Yes 7.__.:_-_—____------go-T--;-'------- N.F.PA. V Derails D List ---- . , . 1 _ r-sy- .15-r1L3ex,i54:_..1 Llift-ctir4c., / ._,. ._., - ,i,..•-_-_ 1 ,i, ‹ • ---- f _. -.,- V -1--be_ '1"- --)-5:11 (.. _,---A _, , ...,-,-..1-7,-1.-r‘ 1\2\01-- (ti-ftpto \k. k\)p .2., ‘.-P.i.kra .. -- ID (-A9--ts i •riJ--.--- 1-Ce-t".5- 7-7--- . The signature below of Owner, Occupant, Agent, signifies Inspection/was made. ., -.. • .--......____,,, -.-.. -- - ___z.t,__._—ee------ • Alik' ' • Ire& . -41.':St' .. ,..- /' Owne;?lOccupatit/Agennig_n attire : ,.,4 1.4-e - , County Fire Marshall Lt:k9vOsECAFe.-Alliiiirt koptellog FdriA.Litm —— _ ir 'A, City of( )ee Island • Community Develd ent Dept. ' Inspection Report " / 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 1.....16-ATIO ' INTERNNAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. , �-�' - ��-��'� �=�-� Date Requested Li � // r i -- Owner's Name a 9■ Atk(a/k3 Date Needed J !I 1 I Gen. Contractor i .�1' 7), . Subcontractor Contact Information . !!I A U-I - a L. Project Address 1 i !"7(_--'11 2- Scope of Work . ` `-1. Inspector I `'f Date of Inspection 4/1/7/ Inspection 1.. i- - Pass El Fail '® F A_1C) FsF,LINdi ,-.) (..=. ---1>i) :6 i )6, Ail FF_T-Zi 114 -1-1 lc) - ,':--)) / Inspection Pass ❑ Fail ❑ Fee ■ Inspection Pass El Fail 0 Fee Inspection Pass ❑ Fail ❑ Fee `%Bhp Vy,,,, -� City o bee Island • Community Develr lent Dept. ■116X Inspection Report Nu% ly, 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 .--.- .;;,,T,,, / INTERNATIONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER / Permit No. �./� -: � t Date Requested ' i ! Owner's Name A r Date Needed ' ° ' Gen. Contractor .k';-"Y_ -, , i Subcontractor Contact Information l'T---' 4 :5Z I P, . ) -1 Project Address 2./ I /-fit 1, . Scope of Work i r., ) /4/k/Jc_,J /,-,c;, Inspector Date of Inspection ivi Inspection s F,t a4_. f %);1/�,2%-,J - Pass lJ , F I 0 Fee 7L it..lei://er., r d„..<4.4oe07—:/-5:--,47,-- air,z/Aie.... gv101/74a) id s, Inspection Pass ❑ Fail ❑ Fee Inspection Pass El Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City o bee Island • Community Deveic lent Dept. 1111E1/4 Inspection Report aim* 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ormi.lii INTERN:76AL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL" MEMBER 1 Permit No. I 0 - (X-) - .../ Date Requested .17-/17, i i Owner's Name \J A-1)00 Date Needed -71 7, -2, i i I I Gen. Contractor \f ,/../', ‘, , ' -2 . Subcontractor Contact Information r--.72.1J I)7., i - Project Address 2t' 034 17-47.-- _ 1 Scope of Work i ,,, -.,,A \ , i , ,, - (::j Inspector 1 i -1 Date of Inspection 27/7,, Ili _ ? Inspection ( e0.. JO e:_c 7 — Pass p Fail El Fee ((„9441/i/ / -j ......_ / -7c, ..,‘„)c)72-7,".7. C. ? -- Inspection Pass Ej Fail El Fee ---/-6T / _ •k , fAt i (-7)- -/2/..4-66 ,1--0/ 1 ,A-44 i j 5-j///4,6 Inspection Pass 0 Fail 0 Fee — 0/fr:-, //15 )--'-/) 4%6)7 v/i/Z/_. 5/ Zid-.)Z,-- Inspection Pass 0 Fail 0 Fee 13 ht.■-`, Ii\l'11 '-'- City of )ee Island • Community Deveio ent Dept. SWIM& IN laralaw.- 1 ) 1 Inspection Report losavati Ems...1-1 403 Butler Ave. • P.O. Box 2749 - Tybee Island, GA 31328 ‘\„tall/., 1171E R N7k770 NA L Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. i '-, , -} ) ' I Date Requested 1, Owner's Name G\i I,,,' ‘ ) Date Needed 7 ) ic--) 1 I --7 . Gen. Contractor 1 ,-• cc)(-17. 1 Subcontractor Contact Information 1,114-14± ( I I , Project Address 7. I I -1:),)-k r----A7' , 1 , _ Scope of Work k ')-..-7.),A,1 14 i i \ ,---- ( , ■ _ IL, Inspector 72/4 / "/ Date of Inspection ', )( 7 1 Inspection 1--Th-.L-7,,,A)/(1. ,I — , Pass El QM Fee (LAITUZ DESC-L. ATZ17A/ ." - \ /-1/// , / / Inspection , Pass 0 Fail El Fee Inspection Pass Ej Fail Ej Fee Inspection Pass 0 Fail 0 Fee \•- ,,,,I �-y City of eee Island •• Community Deveioi ant Dept. d 's' 1 �+ Inspection Report a=mA is ,,,,-,1 403 Butler Ave. P.O. Box 2749 • Tybee Island, GA 31328 sualinit v�A A INTERNATIONAL �` Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL' MEMBER Permit No. I t - Z Date Requested / '`� /' ( r Owner's Name t )03 Date Needed 7 . 1L /l1 Gen. Contractor 1-4.4: . ,\�--1 Subcontractor I Contact Information `` --- a i ` I-S S- z_ Project Address --'17 11 /7)0'1 Scope of Work Inspector "111'1 Date of Inspection :"7/ 1-7 //cg'/. Inspection F --17_-_\A i/– Pass 0 Fail F- -__-1y.__;( ) (joil)(.:-.77...7. 7Ye. .L..' (-}-7241 ) --- i- i 1 M� <. � ., ,, ,:.i i t 1 U:� J , :�, 1..� --,<'.., ,__,,._u j 1 Dii,.... L.)i c, i. 7,„_'-- F:ER.A.) p(4 7 4-' 1.- ",3 (25 -E>6 JIB ELI ,,,,,,)/ v 1 /'T ' ! Inspection 1 Pass ❑ Fail ® Fee Inspection Pass El Fail I-1 Fee Inspection Pass ❑ Fail ❑ Fee 3.0 lb/ft3.Alternate application method:The fiber is applied with U.S.Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 lb/ft3.Alternate application method:The fiber is applied without water or adhesive at a nominal dry density of 3.0 lb/ft3,in accordance with the application instructions supplied with the product.When Item 13A(Fiber,Sprayed)is used,two layers of gypsum board required as described in Item 7. Not evaluated for use with Items 6A-6E. U S GREENFIBER L L C—Cocoon2 Stabilized or Cocoon-FRM(Fire Rated Material) 14. Nonmetallic Plumbing System Components*—For use with Items 7C and 10U only. Nominal 1/2 in.and 5/8 in. diameter tubing installed a min. 10 in.OC.in concrete floor above the wire mesh.Nonmetallic tubing attached to the wire mesh with wire ties spaced a max.30 in.OC.The amount of nonmetallic plumbing system including the PVC bend supports installed shall not exceed maximum of 6 lbs per 100 sq.ft.area of the concrete floor. UPONOR WIRSBO COMPANY—Type AquaPex White,AquaPex Red,AquaPex Blue,HePex *Bearing the UL Classification Mark Last Updated on 2010-11-19 questions? Print this page Notice of Disclaimer Page Top Copyright©2011 Underwriters Laboratories Inc.@ The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service.Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow-Up Service.Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1.The Guide Information,Designs and/or Listings(files)must be presented in their entirety and in a non-misleading manner,without any manipulation of the data(or drawings). 2.The statement"Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material.In addition,the reprinted material must include a copyright notice in the following format: "Copyright©2011 Underwriters Laboratories Inc.®" An independent organization working for a safer world with integrity, precision and knowledge. i Rte. A:4 Ai tiM�►,V!llkl/l ZIIt Lo Z Drywall. system SUSPENDED DRYWALL GRID SYSTEM DETAILS t i 16" 16" •¢ C l - - - - - I 21 16' I Hanger Wire a Plywood or � Gypsum Board 26' II 24" J I I J'�� Gypsum Board II I I II I i 12 Triple Layer I- -I-I IF I II. I I II I I - - - ® - -IF = =11 I I I I Hanger Wire II O ft . - — _ — I_ Exposed Tee I Angle Molding{ I Grid System ! Drywall • i . \ L Cross Tee .-14 II { ., o- .�.?o I Steel Stud int 1, •ll' I w • . �1. I { AcousticPae Gypsum Board I II r • • . . Al• 11 ' '{i L 16 Transition . 26' 0 II I I ' 1 1 ill 0 . . tit \�� n a o 1I I # Exposed Tee Grid System 17 Drywall Grid System 14 _`Vial "F Gypsum Wall Board 50` 48"— . 48"--- 18 Drywall Vertical 15 16 For more information call 1 877 ARMSTRONG 10 SUSPENDED DRYWALL GRID SYSTEM DETAILS Drywall . System Hanger Wire /.n�"%! ,,.�/ Plywood or --4. 7:� e',4:i:i>A Sa�:��, ;;‘:k;+ k:: ; Gypsum Board DWC Clip Gypsum Board /// 13 Double layer 14 Main Beam 15 Double Hung Stabilizer Ceiling /System Grid --! /-AXIOM-Classic Drywall Grid System Drywall Screw Hanger Wire i-°=�{}�°-I - I o J1,z ._°_�°aoe Drywall Grid �u i AXTBC _. _ _ _ _ ° -� System �. is ° a l I Int T _ 5/8"Gypsum Wall Board `'y 1k1 - 5/8'Gypsum AXIOM Drywall Drywall Screw II ®' rt tt,,Oo t- Wall Board Bottom Trim AXDWT _--��t,uuu,s_ if - AXIOM-Profiiled _t0:.i.. (Convex) AXTBC Reid AXDWT 5/8"Gypsum Board Awe screw° Drywall Screw 17 AXIOM' Perimeter Trim `_!----Sound Isolator -a. (by others) i Hanger Wire Hanger Wire r Main Beam 1 Hanger Wire ` o�e �a°�ee°ooa-�a � o40 `y a a e b I Ply sum Board \ \ \ \\ \' �\�\..\.• " \ O\ �O Gypsum Board \ \ \ \" G d ',I \\ \ ."" urface Mjr)l Light f \ " (Screwed I Y_ Additional Wires May Be Required To Support Load 19 Alternate 20 Surface 21 Sound Isolators Finishes Mount Fixture For more information call 1 877 ARMSTRONG -y City of% lee Island • Community Develo ent Dept. leak ,:;‹ , '1 Inspection Report oIM® 403 Butler Ave. • P.O. Box 2749 • Tybee Island GA 31328 �o A a INTERNATIONAL °A;h � Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. Date Requested 1 > -- z 1 Owner's Name NA rA J c O Date Needed ---.. Gen. Contractor o 6 L in ////f�f�;;jj//,II' Subcontractor '3 A Contact Information , -° 2-- Project Address �. v r .- �'- Scope of Work lvm ; N(-Pc y.) 5"2_ ! r Inspector °'7/r) Date of Inspection 7/J / 1 Q0/..i_____4 Inspection ;_}; r c ujo \k -- re , .:, 0 - Pass 0 Fail ® Fee i d own S 4a '. c0 S `� - ---- 4:- 4-,<. ,,) i:;J o{-f° I t),\ (. /---/. , _ '"r -F, 74, > Inspection Pass ® Fail ® Fee Inspection Pass El Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee ;'Ak "° City of( See Island •• Community Develo ent Dept. ��1� 1�\ j' Inspection Report maim `' di 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ..r.�°� INTERNATIONAL ' Phone 912.786.4573 ext. 114 • Fax 912.786.9539 i CODE COUNCIL MEMBER 1 Permit No. i 0 - CL) .y Date Requested /7 L i 1 Owner's Name 0/\I Date Needed 7. i1 Gen. Contractor I<- �` 1 ) Subcontractor Contact Information iii - 4l q-- s c, Project Address 1 1 �. 2 .. --I 1 t Scope of Work 7 ;; ' ) I r`' J!)`, y'!- / t Inspector /i D ate o f In sp ection % 4/Inspection !--;;.x.,,111 i■_)(--1 1= 'F--)Q7-I-,1- \ Pass 0 Fail ❑ Fee (2%;43 ;� ,._;,), j___ ( v.),—1.-///-',^ ), )747 - l-.1./r-/ / -7 e.„ 0 if 14)561U> ►■ l rviA44 1(14 Inspection Pass (-'l Fail ❑ Fee Inspection Pass ❑ Fail ® Fee Inspection Pass ® Fail ❑ Fee c.,Building Projects Selection Name 1 Information I Name -Address - -- r Advanced — -- — C Individual C E "r'. nt�y Both Street NIA 1211 !: Project Number Name j Street ,BUTLER Unit -Contractor ( [Selection - Code [ Status <Any> jr I Project Type I<Any> j Pr•'-ct it T�.- ' _ ©- •'.'. E;. Date Status St Nett Street Uri -i,• ['50442 N ELECTRICAL F'ERMIT'vAATER t:4Al 9:'29:2011 D .en 211 BUTLER AVE CI_iN9T 070290 R INSTALL FENCE 7/05/2008 Complete 211 BUTLER AVE CONST 1. 070381 N ""ABANDONED PROJECT x"' 9/05/2007 Complete 211 BUTLER AVE i 100021 N NEW MIXED USE BLDG-SHELL 0 1/19/2011 Open 211 BUTLER AVE CONST `t L10-01 N LAND DISTURBING 1/20/2011 Open 211 BUTLER AVE CONST 100059 N LIFT HOUSE ON PROPERTY 2/11/2011 Complete 211 BUTLER AVE 100086 N MECH/PLMBIELEC FOR MIXED US 3/01/2011 Open 211 BUTLER AVE CONST h_ + I! Display C.Name f`Plaint Descr tiori ,.1( Ok I le Cancel 12 - 2 1 " ( 0 ? er ?QU ( l k* r n , Chc % �t' a o vl A.r a c4-0 t -Cr ow. t.1 T I C o .D.n$ a 4-1, 7R 4% , ■,_‘... ) 0 - 002 ' L. l O \ 10 - 0056 City c bee Island • Community Devel Went Dept. „� vr°< n I Inspection Report ■me� `a '/% 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 -.� , INTERNATIONAL ' x, Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER i Permit No. /9- G�0c7 �� Date Requested r, i -; ; i �� , � Owner's Name Date Needed � %'.;'1/ ' -) Gen. Contractor j, , /Z a/7,ii ;,J Subcontractor Contact Information / ? / 717=-7(.1- -S > 2-° Project Address 21/ �L, -I,i Z Scope of Work r\\+ vJ i i /— � ) a .1 Inspector ;r!/ Date of Inspection, . / ! / 0 Inspection 1-- i L'; j,D 7- / - / -�- Pass IN —tail d Fee (//_)() )//1;” Y A ti ) /c Inspection Pass 0 Fail ❑ Fee Inspection • Pass 0 Fail ❑ Fee Inspection Pass 0 Fail ❑ Fee RECEIVED gk .c. L .l -I o_. 7 3 .- ,tt 9 u i'1Qr Aue. . - MARINO*WARE 1 2 euwnsiViseincWARE.0 fl FURRING CHANNEL ,, 7/8" Furring Channel Physical Properties Y — 1-112" Furring Channel Physical Properties - Effective Mtn.Biro NI Ned maws Gross Properties''" f MMA Mortal Design GiTOes Wel N8IUTypss TNolo esa1 Thickness Ares ii I Na 7f8" Thlelawsa Thickness AZ MAR _ fin) tin) fins) 1n'l (Mb) or x —--4--— x in in TtBDYYF29 087F125-119 60179 0.0188 0810 O8t>8 268 1 12 112DNWF25 ,OOF'12518 0.0119 0.0188 0.093 0826 Ea our+: J 59.3 1120WF7A 13aF125a0_ ..,., _ . 01(912 0154 o.0 1 1D4.0 7WDWF2A3 *1.01$4 -- 0021ae D.D5/2 0.U8: 7eowF1l 0871125.431 00128 Il 00451 I 0.163 0419 17D.1 Y 112100F1* 150F12S43 00428 0.0451 0220 moo Egga s.'Animus caw metal thidetaas is 116%of deign t Eeknaaa 1.slrinum kw*stalk 1skiuiose*90%cd Assign Slickness. 2.Nomad NIA Is for deflection 5SI UP km 2.Nemonld Inane Oren Si by dedsdlon alaiatldrs. 3.Mass pwpalra am Oven as lhs minimum sal es for skier peaks or soserks bending. 1ElfecOsn popeeaa eve Ow as the mrirsanwoks for ether swifts of new**boning. 4.Efecdve pwprlies based on Fy•3311. 4.EfIstlos pnrpaaae WWI on Fy=331,4. Allowable Ceiling Spans L/240 Allowable Ceiling Spans L/360 * O Type SOMA Spans 1 Mt ....-Type semi 'pow Het wt sp. He spar R,144.011044" 11=1:12111===111®UM W MCI 0WE MEN mom MI MINES 277m© TI/DMIiF25 087F12518 E' LIGIR III 51LL ��E MIALLA A 7OM0WF25 087-125 B E' __i�� ��VE � KEIG �L �fil�[ ��ii® iSC■E�E ----.--�rFE3IiLffii7RSiEY3mEsI OOEZ"�B��f IElsfil�®I!�® 7aiii 2>ir00 �®E� a ®1� KE &Lim 7lBDW-G/: :6-7-12630 26. ,OB7R1 I MILE _ G'ea30� ® A �7C�lk�IGbtll� �W�R[�.��NCGi�ILSfH ill0WF1$ 067-125-43 _ _��yM� ®��® TADWFII 087F12iA3 �� �E�f * i t.�Lti7���is:•7i�[3I'l�m� �,'±�E>ZJ� �<E�Et�7�F�I6C�® 112DWF25 150F125-10 _�_ �L'A�� �i 112Th125 150F125.1S � mmma fi41[Y3iQi1L 5��®® I1�1DWF2O 10025 30_ ®M M 112D11YF3p. .150F12530 ffim 112DWFis 150-12548 �n 3Z2 ®1151130 1120WF11 150-12343 E 7 S1iait5035Gfi1Z figiihingAIIil fif6ti35 [ MII ii t'Lrill.®Qg1i[3MIMR C351111110G mum risanaA Fy=33101 Fy=33Wi Altammtr caIIMO sons lame an seeds'pospkilsk Ales able ogling spars based on emirs piaperfa• MAO.span hxIkaleb two dr more were!evens MTh chsnnsi eoaraesr oral motor support_ Muflpis apart tndlcrlee hog or mow equal spars wen dlannef matins:us ova wrier supp0t Bearing lengly=D.73'- ftearip WO=a75'. 118"OR 1 112 FURRING CHAIUNEL FURRING CHANNEL CLIP USE:A s furring aver masonry walls and hat rolled steel STOCK LENGTHS&PACKAGING; USE:Previte ecoromieiemethod DI attadiilp 718"Dryw40 shaper Cmss furring tar gypsum rrralbpard and piaster soffiu 25 Gaspe Furlimp 10 b 12 Ft. Furring navels to 4112"Cold bled Channel. Furring Channel rti crimes. 450 Pieces Pa Skid NOTE Alternate dreclion of army ether clip along cold rolled AVAIL/ME GAUGES: channel. rTh 25 zB a le 45 Piece-Per S 10&12 Ft. ';`� Cold Railed Channel 450 Pinter Pa Skid PACKAGING:500 PiecespDl Ohs. , 18 Gauge Furring 10 Sr 12 F_ ��`� w 225 Pieces Pee Skid �w 1 i8 `i" Other Lengths voidable upon newest. w -�. Gypsum$bard 1-1+Z,r��, 2.314"�,, 1112"&2" � Furring Channel Clip r; —oommiLi DAWSON k.l _ U - A R C H I T E C T S January 11,2011 Ronen and William Navon P.O.Box 2812 Tybee Island,Georgia 31328 Re: 211 Butler Avenue—Code Review Dear Sirs: I have reviewed the existing roof deck at 211 Butler Avenue as requested. I have reviewed the existing construction and have the following comments: OCCUPANCY: The roof area is 1,600 sf. Based on the applicable code,the occupant load for the roof deck area is 8 people (1,600 sf/200 sf per person)[IBC Table 1004.1.1"Residential"]. ACCESS: The roof deck can currently only be accessed through four windows in Unit 2. These windows extend to within 6" of the floor and are 20"wide and 35"tall clear area when open. These windows are not large enough to be considered a safe mean to access or egress. The Life Safety Code for One and Two Family Dwellings states that the primary means of escape shall be a stair or door [LSC 24.2.2.2]. Windows are permitted as secondary means of escape, but there is no primary means of access. Even for secondary access, the windows do not conform with the requirements for the minimum clear area (5.7 sf of clear area required/4.9 sf clear area provided) [LSC24.2.2.3(c)]. The window width is the minimum permitted by code(20"). At least one of the windows must be removed and placed with a door in order to allow a compliant primary means of access/egress. We would recommend removing all four windows and replacing them with a comparably size set of French doors to allow better access to the roof deck. GUARDRAIL: The code requires a guardrail around the perimeter of the roof deck. There is a guardrail in place,but it does meet the code requirements for fall protection. The code requires that the guardrail resist the passage of a 4" diameter sphere [LSC 1013.3]. At the center of each picket pattern, there is a gap that allows the passage of a 6" sphere. The Guardrail appears to meet the other code requirements for height and strength. Additional pickets must be added in the center of the existing wood guardrail pattern to further restrict the opening size. This can be done with additional 2x2 wood framing members. 187 Penrose Drive Savannah, Georgia 31410 phone: 912. 695. 2111 Ronen and William Navon January 11,2011 211 Butler Avenue—Code Review page 2 STRUCTURAL CAPACITY: I talked with Mike Sikes,the structural engineer for the project. He confirmed that the roof deck was design to accommodate a live load of 100 psf. This complies and exceeds the code requirements. FIRE SEPARATION:If the roof deck is to be occupied,it will be classified as a Residential use and must be separated from the Mercantile use below by a 2 hour fire rated assembly[IBC Table 508.3.3 R/M NS(No Sprinkler)]. Attached is a cut- sheet for a UL-approved 2 hour separation UL-G524. This assembly will require a 7/8"hat channel or suspension system secured to the existing steel bar joists plus one layer of 5/8"gypsum wallboard type'x'. FUTURE CONVERSION TO COMMERICAL USE: There is some concern from the City of Tybee that the roof deck might be converted to commercial use at some point in the future. If this were to happen the occupant load would be increased to 320 people (standing room only) or 229 people (concentrated use) depending on the code interpretation [IBC Table 1004.1.1]. This would change the code classification from Group R(Residential)to Group A-3(Assembly/Recreation) [IBC 303.1]. Assembly occupancy is allowed on the second floor of a steel and wood framed structure (IBC Table 503 - Construction Type III Unprotected]. Occupancy by 229 to 330 people would require access to two stairs [LSC 7.4.1.1]. Commercial use would require the fire rating to separate the retail from assembly from a 2 hour assembly,so no change in the separation is needed. The existing structural system is designed to carry a commercial load,so no change is required. Please feel free to contact me if you have any questions. For the firm, Neil A.Dawson,AIA Principal Ronen and William Navon January 11,2011 211 Butler Avenue-Code Review page 3 • •- ■... .,%. I, vit,sNliiii,k -ave,- . ■ 1' ■," --,..-.., . N.%.\ NNN ' ,,,•I'' lortio , 40, _... • ....,„. . .,.fie. A .`�\���` .c NNNN� \\\',. \' ..�. � �``\`�-' r\ ` ter \, �.,.\ � . ,.�. �.� �.= ..mot. ; - lig- Il / i I / I FIGURE 1-Exposed Steel Bar Joists Below Roof Deck 1.L \�' \ \ ��� ,`. _..,. 1.°.'_ ors W.-. . ,,„..... ... NN , --•"■-"'". '— -._„„....-•- ------_...........:•-•--""- "."- -_,........- f, iii.h4::::\i,jiiiiiii, __ . -. /A .. "AM 1‘it i FIGURE 2-Exposed Steel Bar Joists Below Roof Deck with Fire Rated Separation to Living Unit Above(left) Ronen and William Navon January 11,2011 211 Butler Avenue—Code Review page 4 airim— _ _ __ ri __ , ._, . _.,,,_ . _ __ . . ___ _ , lit itli11 many ..../11174'-17:` h g;;;;; FIGURE 3—View from Roof Deck Looking West;No Exit Access to Stairs 4-i,. 1 ' 'ilk\\M'r„k \\ •i ” q it . ,, n . , , C f FIGURE 4—No Exit from Roof Deck to Stairs Ronen and William Navon January 11,2011 211 Butler Avenue—Code Review page 5 1 oil X11._r �• flUIHU -' 0000000 _ FIGURE 6—Access to Roof Deck Only Through Windows in Living Space l III , , ,, , _ ii... 1 i .. ., . M 1 11 ' FIGURE 7—Windows for Access to Roof Deck Ronen and William Navon January 11,2011 211 Butler Avenue—Code Review page 6 i Itit-.1' 1 ` t \ ‘..• 111 1A• i a\.. s FIGURE 8—Non-Compliant Opening in Guardrail 1 * "' BS p- V� MI rfill dup,..0„,,,,m 1 ii.,:_;_, li , :ti, .„if 11,2,;;;;„,,,,L a u FIGURE 9—Overview of Deck Looking East allta 211 BUTLER AVENUE,Tybee Island,Georgia First Floor Plan D A W S O N Code Review i/s^=r-o^ ARCHITECTS .Ill ' (lir . ., 4 ±. L4 mmm 1 , I <<:Y,�'c ;usre„a,nA 4V X Y? Off RAMA. A ` a 1. $ >s 0I • tl . ; • RETAIL SPACE 1 ---- --- r r ------ -' .mR X.An l$Cb ` w A,,...% ' 1 Zr.,,,,,,r4:1,.1.t4vAIW.PR .: , „. •■..i7 ' lorkod maw 1+k . - F e. on A�Rn+t moo EXISTING AREA OF I. - EXPOSED STEEL BAR �1 "s. JOISTS WITH FDECK :reln.w 0/1.n.11l tool. 'a 4`1,. • I filth.uw RlwoNFE.No Inbabr li! e I IIRIN...was d Io Mow V r ' .Iry.MFa11 e1 noTWh.nleal - I .ilpowt,arty a 4.11.1limp. minp FE 11 Y--` I,- --_-IYiid. .rte A,_ :u. _ ...-.....-. i • � �'�'�•.--Oii.iiwi f�rcr - � - �� raMr���tit�■.�.-��1♦ „i oimu. ,Rya ,.r 4 ,n,,,' worgerZIE All /TN rt t■IN0 01 al- 211 BUTLER AVENUE,Tybee Island,Georgia Second Floor Plan D A W S O N Code Review 1/8"=1'-0" ARCHITECTS ROOF DECK HAS NO ArCFSS Tn Fv1T STOIR, ROOF DECK HAS ROOF DECK AREA OF I PERIMETER GUARDRAIL APPROXI ATELY 40x j THAT DOES NOT APPEAR . •.. TO MEET CODE —.--I 'r. REQUIREMENTS FOR Iiiiiiiiiiiglililililiff , t =,pc,r 1 ntr, II .411M1MrPriMMO■li II:Mwit 4. � �1,1 rill ______ 1 WI n, ... II .4> mi_ %, : tie. ?,,31 1ji1• N O 9 ptri (.6, trtgrF, d S UNIT-2 UNIT-1 $ ri` - --- (t)err �11 i © � ©iP Cl © J* Jam, 4> anna4 r v '1V twain - i x, / - ' ROOF DECK AREA CAN s.. pt. St • ONLY BE ACCESSED St b .e.I,� � peg, 2I THROUGH WINDOWS IN .1.40 GAE f,O53 I\/IAIr oaFY .4,,A.0 N**W T F . .P . 03 ONLINE CERTIFICATIONS DIRECTORY BXUV.G524 Fire Resistance Ratings - ANSI/UL 263 Page Bottom Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products,equipment,system,devices,and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements.The published information cannot always address every construction nuance encountered in the field. • When field issues arise,it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies.The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered as Classified, Listed,or Recognized. Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings-ANSI/UL 263 Design No.G524 November 19,2010 Restrained Assembly Ratings-1,1-1/2,and 2 Hr. (See Items 2,4A,4D,6,6A,6C,7B,10,11,and 13) Unrestrained Assembly Ratings-1,1-1/2,2 and 3 Hr. (See Items 2,4A,4D,6,6A,6C,6G,6H,7B,10,11,and 13) Unrestrained Beam Ratings-1, 1-1/2,2 and 3 Hr. (See Items 2,4A,6A,6C,6G,6H, 10 and 11) Load Restricted for Canadian Applications-See Guide BXUV7 See item 2 0 0 - ,- ;.. Pil 8"or#0" / /� l : {See item 41 i,. 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I 1/2"-J 0/ .I. 3 n i-0-1 8 7 -- - 431' 40 (21 41) 40 0 4D A t3. ti. 12 -7--- ......,,t. .. V V 4D I I I rAl reir • ti) 4D 11=1,S111=11•1111.,,=1"111111•=t1111111=11..==••111V-^,111 11."-...."II 11 ...........1 I t." 41••.1217.1 ---.4 il=.1.1111=1..!..:=111........1:11t111=.11Utl=ilt1111.11111F=711111=-111111■=;';':-7"----..4-----7';i1 1111:741 IM—III -7..-;.,; =... A °V 0 SECTION A-A A Art,. 0 :Ite7'MIK. _. , . ..• Mk - '. .°- -4 - .4. .4 • „ • ' ' . * 40 *. . ellaift AMMIrik • C) A ilL c:‘ • • WO . to-wri. 0 owE 11W 1; A _ I I 1•I III M I X7e41 I I I I I I I I 1 2 I I I 0 I I I I 1 WAIIINVAIIIIIMIII •• Riire0/1! tirj ..— ... ..--......,— 1.7 A— . .Vittit15 SECTION"A.A • jfrs14 _.....s. . NI 10U(8) iCki It) IOU to) ... ..._ ,o.....) • • --NN4h2_ 1. Beam—Min W6 x 9 for 1,1-1/2 or 2 hr ratings,min W8x15 when used with Item 14 for 2 hr rating,and min W8 x 24 for 3 hr rating. 1A.Steel Girder—(Not Shown)—As an alternate to Item 1 for 1, 1-1/2,or 2 hr ratings: Minimum girder depth-10 in. Minimum top chord size-2-1/2 x 0.236 in.equal leg angle. Minimum bottom chord size-2 x 0.236 in.equal leg angle. Minimum end diagonal size-1-1/2 x 0.157 in.equal leg angle. Minimum 1st interior diagonal size- 1-3/4 x 0.197 in. U-shape. Minimum Remaining interior members- 1-3/8 x 0.118 in. U-shape. 1B.Channel Beam—As an alternate to Item 1 for 1, 1-1/2,or 2 hr ratings Minimum depth-4 in. Minimum width-9 in. Minimum beam weight- 19 lb/ft. Steel studs min 3/4 in.diam headed type or equivalent per AISC specifications welded to steel beam. Designed in accordance with the AISC specifications. 2. Normal-Weight or Lightweight Concrete—Normal weight concrete,carbonate or siliceous aggregate, 150 plus or minus 3 pcf unit weight,3500 psi compressive strength. Lightweight concrete,expanded shale,clay or slate aggregate by rotary kiln method, 114 plus or minus 6 pcf unit weight,3500 psi compressive strength. When lightweight concrete is used,max Unrestrained Assembly,and Unrestrained Beam Rating is 1-1/2 Hr. Optional Use of Roof Insulation 5 In. Wallboard &Roof Diam Type of Min End Joint Covering Unprotected Concrete Assembly Size& Protection (Items 15, Duct Outlet Slab& Rating Type Joist Required 16&16A) Used Thkns,In. Restrained and 6 in. D500, 1 No Yes Yes NW,3-1/4 D500LH Unrestrained 2 Hr Restrained 2 Hr 6 in. D510 I No I Yes I Yes I NW,3-1/4 Unrestrained 1-1/2 Hr Restrained and 8 in. D500, Yes Yes Yes at 12 in. NW,2-3/4 D500LH,8 to3 in. in. D510 Unrestrained 1-1/2 or 8 in. or more from For Hr MD2000 joist MD-2000 topping is 2-1/2 in. ! above the crest of 1-1/2 in. steel deck Item 4D(1) Restrained and 10 in No No Yes NW,min MD2000 2-3/4 in. , Unrestrained 1-1/2 Hr Restrained and 6 in.D500, Yes Yes No NW,3 D500LH or ! Unrestrained 2 Hr 6 in. D510 , Restrained and 8 in.D5 0, Yes No Yes at 12 in. NW,2-3/4to D or Unrestained 2 Hr 8 in.D510 or more from joist Restrained and 10 in. D500 Yes No Yes NW,min. Unrestrained 2 Hr or 3-1/2 in. above the crest 10 in. of 1-1/2 in. MD2000 steel deck Restrained 2 Hr 8 in.D500, Yes Irma Yes at12 in. LW,2-3/4 and D500LH Systems or roof .1 Unrestrained 1-1/2 or 8 in.D510 covering more from Hr. only,Item joist 16A Restrained and 6 in. D500, No Yes No NW,2-1/2 D500LH or 6 j in.D510 Unrestrained1-1/2 Hr Restrained and 6 No Yes i Yes ` NW,2-1/2 n.MD2000 i above the I crest of Unrestrained2 Hr 1-1/2 in.deep steel deck Item 4D(1) Restrained and 6 0 0, No Yes Yes NW2 1/2 DSO0LH OLH or Unrestrained)Hr 6 in.D510 Unrestrained 2 Hr 8 in.D500, Yes Yes Yes LW or NW, D500LH 2-3/4 Unrestrained 2 Hr. 10 in.D500, Yes Yes Yes LW or NW, D500LH 2-1/2 Unrestrained 3 Hr. 8 in.D500, Yes No No NW,3-3/4 D500LH in. Unrestrained 3 Hr. 10 in.D500, Yes No No , NW,3-1/2 2A.Floor Mat Materials*-(Not Shown)Optional—Nom 1/4 in.thick floor mat material loose laid over the concrete slab.Maxxon Floor Primer to be applied to the surface of the mat prior to the floor topping placement.When floor mat 1 material is used,min thickness of floor topping thickness is 3/4 in. MAXXON CORP—Type Acousti-Mat I,Acousti-Mat II Alternate Floor Mat Materials*- (Optional)—Nom 0.8 in.thick floor mat material loose laid over the concrete slab with Crack Suppression Mat(CSM) loose laid over the floor mat material. Floor topping thickness shall be min 1-1/2 in. MAXXON CORP—Type Acousti-Mat 3,Crack Suppression Mat(CSM) Metal Lath(Alternate to Crack Suppression Mat(CSM))—3/8 in.expanded galvanized steel diamond mesh,3.4 lbs/sq yd loose laid over the floor mat material. Floor topping thickness shall be min 1-1/2 in. Alternate Floor Mat Materials*-(Optional)—Nom 0.4 in.thick floor mat material loose laid over the concrete slab. Maxxon Floor Primer to be applied to the surface of the mat prior to the floor topping placement. Floor topping thickness shall be min 1-1/2 in. MAXXON CORP—Type Enkasonic 9110 Alternate Floor Mat Materials*-(Optional)—Nom 0.2 in.thick floor mat material loose laid over the concrete slab. Maxxon Floor Primer may be applied to the surface of the mat prior to the floor topping placement.Floor topping mixture shall be min 3/4 in. MAXXON CORP—Type Acousti-Mat LP-R Metal Lath(Optional)—For use with floor mat materials, 3/8 in.expanded galvanized steel diamond mesh,3.4 lbs/sq yd or Maxxon Corp. UL Classified Crack Suppression Mat(CSM) loose laid over the floor mat material.Floor topping thickness shall be min 1 in. MAXXON CORP—Type Crack Suppression Mat(CSM) Finish Flooring-Floor Topping Mixture*—Min 3/4, 1 or 1-1/2 in.thickness of floor topping mixture depending upon floor mat system as specified above,having a min compressive strength of 1000 psi. Mixture shall consist of 3 to 7 gal of water to 80 lbs of floor topping mixture to 1.0 to 2.1 cu ft of sand. MAXXON CORP—Type D-C,GC,GC2000,L-R,T-F,CT Alternate Finish Flooring-Floor Topping Mixture*—Min 3/4, 1 or 1-1/2 in.thickness of floor topping mixture depending upon floor mat system as specified above, having a min compressive strength of 1200 psi. Mbcture shall consist of 4 to 7 gal of water to 80 lbs of floor topping mixture to 1.4 to 1.9 cu ft of sand. RAPID FLOOR SYSTEMS—Type RF,RFP,RFU,RFR,Ortecrete 2B. Floor Mat Materials*—(Optional)-Floor mat material loose laid over the concrete slab. MAXXON CORP—Type Acousti-Mat I,Acousti-Mat II,Acousti-Mat 3, Enkasonic 9110,Acousti-Mat LP-R Gypsum Board*—(For use when floor mat Item 2B is used)Two layers of nom 5/8 in.thick,4 ft wide gypsum board, installed with long dimension perpendicular to joists on top of the floor mat material.Gypsum board secured to each other with 1 in.long No. 6 Type G bugle head steel screws spaced 12 in.OC and located a min of 1-1/2 in.from side and end joints.The joints of the gypsum board are to be staggered a minimum of 12 inches in between layers and from the joints of the subfloor. GEORGIA-PACIFIC GYPSUM L L C—Type DS 3.Welded Wire Fabric—Min. 6 x 6—W2.1 x W2.1,or as required by the latest ACI code. 4.Structural Steel Members*—Composite steel joists,min nom depth 6 in.Spaced 49-1/4 in. OC(to accommodate 4 ft wide forms)or max 52 in.OC(when steel form units,Item 4A are used). Minimum nom.depth of 10 in.when used with Item 14. For 1-1/2 and 2 Hr ratings,joists may also be spaced as follows: a.6 ft,0 in.OC max when flanked on both sides by 49-1/4 in.spans. b. 6 ft,0 in.OC max when flanked on one side by a 37-1/4 in.span and on the other by a 61-1/4 in.span. c. 5 ft, 0 in.OC max when flanked on one side by a 61-1/4 in.span and on the other by a 44-1/4 in.span. d.4 ft,8 in.OC max when flanked on both sides by 4 ft,9-1/4 in.spans. e.5 ft,6 in.OC max when flanked on one side by a 49-1/4 in.span and on the other by a 55-1/4 in.span. f. 5 ft,4 in.OC max when flanked on both sides by 49-1/4 in. spans. HAMBRO STRUCTURAL SYSTEMS,DIV OF CANAM STEEL CORP—Type D510,D500LH or D500. As alternates to the D500 or D510 joists,mini joists designated TC and RTC may be used for max spans of 5 ft 0 in.and 8 ft 0 in.,respectively. 4A.Steel Form Units—(Not shown),Optional-Not for use in 3 Hr Rated Assembly. Nom 5/8 in.deep. corrugated steel form units nom 2 1/2 in. pitch,28 gauge galv,painted or uncoated. For floors employing steel form units,concrete thickness is measured from the top of the form units. 4B. Permanent Roll Bars—(Not shown),Optional-Installed perpendicular to joists to support corrugated steel forms, Item 4A.Hat-shaped steel section, 1/2 in.wide,2 or 2-1/2 in.deep, 18 gauge steel. Ends engaged into slots near top of joists,spaced max 30 in.0.C. 4C.Structural Steel Members*—(Not Shown)—As an alternate to Items 4,4A,4B,the following components may be used: (1)Steel Floor and Form Units—Min 9/16 in.deep,28 gauge uncoated or galv fluted steel floor units.The steel deck used only as a form and shall not be considered in calculating the load carrying capacity of the floor. (2)Welded Wire Fabric/Reinforcing Bars—As required to develop the structural capacity of the floor in accordance with the applicable ACI specifications. (3)Structural Steel Members*—Hambro joists,min nom depth 6 in.,or min. nom.depth 10 in.when used with Item 14,spacing 52 in.OC or spaced as follows: (a)6 ft, 0 in. max when flanked on both sides with 48 in.spans. (b)6 ft,0 in. max when flanked on one side by a 37-1/4 in.span and on the other by a 60 in. span. (c)5 ft, 0 in.when flanked on one side by 60 in.span and on the other by 44 in.span. (d)4 ft,8 in.when flanked on both sides by 4 ft-9-1/4 in. spans. (e)5 ft,6 in.when flanked on one side by 48 in.span and on the other by 54 in,span. (f)5 ft,4 in.when flanked on both sides by 48 in spans. (g)5 ft, 10 in.OC continuous three spans may be used only for max 1-1/2 hr ratings. HAMBRO STRUCTURAL SYSTEMS,DIV OF CANAM STEEL CORP—Type MD2000.As alternates to MD2000 joists,mini joists designated MD and RMD may be used for 5 ft 0 in. and 8 ft. 0 in., respectively. Min concrete slab thickness,as measured from the top of the steel floor units,is 2-1/2 in.with min 1 in. concrete cover above the top elevation of the top chord for all Restrained and Unrestrained Assembly Ratings. 4D.Structural Steel Members* —(Not Shown)—As an alternate to Items 4,4A,4B,4C,the following components may be used for a 1-1/2 hour Restrained and Unrestrained rating: (1)Steel Floor and Form Units—Min 1-1/2 in.deep,22 gauge uncoated or galv fluted steel floor units attached to the flange of the steel joists with#10,3/4 in. long self tapping screws spaced a maximum of 36 in.OC. (2)Welded Wire Fabric/Reinforcing Bars—As required to develop the structural capacity of the floor in accordance with the applicable ACI specifications. (3)Structural Steel Members*—Hambro joists,min nom depth 10 in.,spaced a maximum 6 ft.OC. HAMBRO STRUCTURAL SYSTEMS,DIV OF CANAM STEEL CORP—Type MD2000. • Min concrete slab thickness,as measured from the top of the steel floor units,is 2-3/4 in.with min 1-1/4 in.concrete cover above the top elevation of the top chord for all Restrained and Unrestrained Assembly Ratings. 5.Tie Wire—No. 18 SWG(0.048 in.diam)galv steel wire.Tie wire used to attach wallboard furring channels to steel joists or cold rolled channels. 5A. Hanger Wire—(Not Shown),For use with Steel Framing Members*(Item 6A.).No. 12 SWG galv steel wire spaced a max of 48 in.OC.on main runners.Twist-tied to bottom chord of joists and to hanger wire hole closest to the joist(in the web of main runner),to minimize splaying of wires.Additional hanger wires required at center of cross tees adjacent to air duct outlets. 5B. Hanger Clips—(Not shown)Galv steel angles,3/4 in.long with 1-3/8 in. horizontal and 1 in.vertical legs.Vertical • leg provided with a 5/16 in.diam hole to accommodate hanger wire. Horizontal leg provided with a 3/16 in.diam hole for insertion of fastener. Hanger clips secured to underside of concrete slab using nom 1 1/8 in.long,0.145 in.diam shank with 0.312 in.diam head,powder-driven galv steel fasteners. 6.Furring Channels—Min 0.021 in.thick(25 gauge)galv steel,7/8 in. high,2-5/8 in.base width,1-3/8 in.face width and 12 ft long.Installed perpendicular to steel joists 24 in.OC when used with Gypsum Board,Item 7 and 16 in.OC when use with Gypsum Board,Item 7A or 7B.When structural steel members from Item 4C(3)are employed,the furring channels shall be spaced 16 in.OC for the 2 hr Restrained and Unrestrained assembly rating and 24 in.OC for the 1-1/2 hr unrestrained assembly rating when wallboard in Item 7 is used.When structural steel members from Item 4D are employed,the furring channels shall be spaced 16 in.OC.for the 1-1/2 hour Restrained and Unerestrained assembly rating.Installed perpendicular to steel joists maximum 16 in.OC.for a 2 hour Restrained and Unrestrained assembly rating,when Items 7C and 14 are used.At protected wallboard end joints,one channel approx 60 in.long shall be located on each side and 3 in.from end joint.All channels tied to bottom chord of each joist(and each intermediate support,when used)with double strand of tie wire.At splices,channels overlapped 8 in.and tied together with double strand of tie wire near each end of overlap.As an option for maximum 1 hour ratings(not shown)wood or fiberglass • shims,3 in. by 5 in. by maximum 1 in.thick,or wool felt pad shims,2 in.by 4 in.by maximum 1 in.thick,may be • friction-fit between the top surface of the furring channels and the lower surface of the structural steel members. 6A.Steel Framing Members*—(Not Shown)—For the 1, 1-1/2 and 2 Hr Assembly and Beam Ratings only,as alternate to Furring Channels(Item 6),the following suspension system may be used: a.Main runners—Nom. 12 ft. long spaced 4 ft OC perpendicular to steel joists. b.Cross Tees—Nom 4 ft.long, 1-1/2 in.wide face or 15/16 in.wide face installed at sides of light fixtures,installed perpendicular to the main runners,spaced 24 in. OC.When Batts and Blankets*(Item 13)are used,cross tees spaced 16 in.OC.Additional cross tees or cross channels used at 8 in.from each side of butted wallboard end joints.The cross tees or cross channels may be riveted or screw attached to the wall angle or channel to facilitate the ceiling installation. CHICAGO METALLIC CORP—Types 650,650C,670,670C. 6B.Wall Molding—(Not Shown)—For use with Items 6A or 6D,min 0.019 in.thick steel channel, 1-11/16 in.with 15/16 in.legs,nailed to walls along perimeter of ceiling. 6C.Steel Framing Members*—(Not Shown)—As an alternate to Items 6,6A and 6B.Main runners nom 12 ft long, spaced 48 in.OC.Cross channels,4 ft long,installed perpendicular to main runners and spaced 24 in.OC.Additional cross channels required 8 in.from and on each side of gypsum board end joints. CHICAGO METALLIC CORP—Types 630,650,650C,670,670C.When Type 630 Steel Framing Members or Types 654C or 674C cross tees are used,unrestrained assembly and beam ratings are limited to 2 hr. 6D.Steel Framing Members*—As and alternate to Items 6,6A,6B and 6C. Main runners,cross tees,cross channels and wall angle as listed below: a.Main Runners—Nom 10 or 12 ft. long,15/16 in.or 1-1/2 in.wide face,spaced 4 ft.OC. b.Cross Tees—Nom 4 ft.long, 1-1/2 in.wide face or 15/16 in.wide face installed at sides of light fixtures,installed perpendicular to the main runners,spaced 24 in.OC.When Batts and Blankets*(Item 13)are used,cross tees spaced 16 in.OC.Additional cross tees or cross channels used at 8 in.from each side of butted wallboard end joints.The cross tees or cross channels may be riveted or screw attached to the wall angle or channel to facilitate the ceiling installation. c.Cross Channels—Nom 4 ft.long,installed perpendicular to main runners,spaced 24 in.OC. When Batts and Blankets*(Item 13)are used,cross channels spaced 16 in.OC. d.Wall Angle or Channel—Painted or gale steel angle with 1 in.legs or channel with 1 in. legs, 1-9/16 in.deep attached to walls at perimeter of ceiling with fasteners 16 in.OC.To support steel framing member ends and for screw-attachment of the gypsum board . CGC INC—Type DGL or RX. USG INTERIORS INC—Type DGL or RX. 6E.Steel Framing Members*—(Not shown)-As an alternate to Items 6,6A,6C and 6D,main runners nom 12 ft long,spaced 48 in.OC. Ends of main runners at walls to rest on wall molding(Item 6B),without attachment,with 1/2 to 3/4 in.end clearance. Primary cross tees(1-1/2 in.wide across flange)or cross channels,nom 4 ft long,installed perpendicular to main runners and spaced 24 in.OC.Additional primary cross tees or cross channels required at each gypsum board end joint and 8 in.from and on each side of gypsum board end joint. ARMSTRONG WORLD INDUSTRIES INC—Type DFR-8000 6F.Steel Framing Members*—(Optional,Not Shown,not evaluated for use when Items 10E-10T are used)— Alternate method to attach furring channels(Item 6)to joists(Item 4)or cold rolled channels(item 63).Clips spaced 48 in.OC.,and secured to consecutive joists or cold rolled channels with cup washer installation kit provided by manufacturer.On underside of bottom chord, 1-1/2 in.dia x 3/8 in.deep#16 galv steel cup washer is placed to surround the rubber insert.Clip attached to the bottom chord with a 1/4 in.dia.zinc plated bolt inserted through the center grommet and between the chord members; depth of bolt determined as 2 in.plus the depth of the bottom chord of the joist. Fastened on the top side of the bottom chord with a second cup washer placed open side down,and a 1/4 in.zinc plated"Nyloc"nut.When used with cold rolled channels(item 63),clips are screw-attached to the channels with minimum#8 x 1-1/2 in.self-drilling,self-tapping screws.The 1-1/2 in.dia x 3/8 in.deep#16 galv steel cup washer is placed between the clip and the cold rolled channels.Furring channels are friction fitted into clips.Ends of adjoining channels are overlapped 6 in.and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap.As an alternate,ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping #6 framing screws,min.7/16 in.long at the midpoint of the overlap,with one screw on each flange of the channel. Additional clips required to hold furring channel that supports the gypsum board butt joints,as described in Item 7.When the composite steel joists are spaced more than 52 in.OC,a cold-rolled steel channel shall be used as specified in Item 6I,except the channel shall be min. 16 gauge, 1-1/2 in.deep with 1 in.flanges and the channel shall only be suspended with its lower flange flush with the plane at the bottom of the joists.RSIC-1 clips to be screw-attached to every channel with minimum#8 x 1-1/2 in.self-drilling and self-tapping screws to the cold-rolled channel and with a 1-1/2 in.dia x 3/8 in.deep#16 galv steel cup washer between the RSIC-1 clip and cold-rolled channel as provided by manufacturer.When Fiber,Sprayed* (Item 13A)is used,two layers of gypsum board shall be installed as described in Item 7. PAC INTERNATIONAL INC—Type RSIC-1. 6G.Alternate Steel Framing Members*—(Not Shown)—As an alternate to Items 6,6A,6B,6C,6D,6E and 6F. For use in corridors or rooms having a maximum width dimension of 14 ft.Steel framing members consist of grid runners, locking angle wall molding and hanger bars. Locking angle wall molding secured to walls with steel nails or screws spaced max 24 in.OC. Slots of locking angle wall molding parallel with hanger bars to be aligned with tabbed cutouts in bottom edge of hanger bars. Hanger bars spaced max 50 in.OC and suspended with No. 12 AWG steel hanger wires spaced max 48 in.OC.Adjoining lengths of hanger bar to overlap 12 in.and to be secured together and suspended by a shared hanger wire.A min clearance of 1/4 in.shall be maintained between the ends of the hanger bars and the walls.Grid runners cut-to-length and installed perpendicular to hanger bars and spaced max 24 in.OC with additional grid runners installed 8 in.OC at gypsum board end joints.Grid runners parallel with walls to be spaced max 16 in.from wall. Ends of grid runners to rest on and engage slots of locking angle wall molding with a clearance of 3/8 in.to 1/2 in. maintained between each end of the grid runner and the wall.Bulb of grid runner to be captured by tabbed cutouts in bottom edge of hanger bars. ARMSTRONG WORLD INDUSTRIES INC—Type DFR-8000-SS.When Type DFR-8000-SS Steel Framing Members are used,assembly and beam ratings are limited to 2 hr. 6H.Alternate Steel Framing Members*—(Not Shown)—As an alternate to Items 6,6A,6B,6C,6D,6E,6F and 6G. Main runners nom 12 ft long,spaced 72 in.OC. Cross tees,nom 6 ft long,installed perpendicular to main runners and spaced 24 in.OC.Additional 6 ft long cross tees required at each gypsum board end joint with butted gypsum board end joints centered between cross tees spaced 8 in.OC.The main runners and cross tees may be riveted or screw-attached to the wall angle or channel to facilitate the ceiling installation. ARMSTRONG WORLD INDUSTRIES INC—Type DFR-8000.When Type DFR-8000 Steel Framing Members with 6 ft long cross tees are used,assembly and beam ratings are limited to 2 hr. 6I.Cold Rolled Channels—(Not shown)-Min 0.045 in.thick(18 gauge)cold-rolled steel channels, 1-1/2 in.deep with 7/16 in.flanges.When the composite steel joists are spaced more than 52 in.OC,a cold-rolled steel channel shall be suspended midway between joists,with its web vertical and with its lower flange flush with the plane at the bottom of the joists,to provide an intermediate support for the furring channels(Item 6).The cold-rolled channels are suspended from hanger clips(Item 5B)using 12 SWG galv steel hanger wire spaced max 50 in.OC.When Item 4D,6,7B,and 13 are employed for the 1-1/2 hour Restrained and Unrestrained rating,the 12 SWG galv.stell hanger wire is spaced a maximum 48 in.OC.Adjoining lengths of cold-rolled channel spliced together by overlapping min 12 in.,face to face or back to back,and tying with three double strands of 18 SWG galv steel wire.When it is necessary to lower the ceiling below the bottom plane of the joists, 1-1/2 in.deep, 16 gauge cold rolled steel channels shall be used for attachment of furring channels.The channels shall be installed with their web oriented vertically and suspended from the joists or from the hanger clips(Item 5B)with 12 SWG or heavier gauge hanger wire at a max spacing of 48 in.OC.The spacing of the channels shall be no greater than the spacing of the joists. 63.Cold Rolled Channels—(Not shown)- 1-1/2 in.cold rolled steel channels made of min. 16 gauge painted or galvanized steel.Channel web oriented vertically,positioned beneath and parallel or perpendicular to the structural steel members.Channels spaced not more than the spacing of the structural steel members(Item 4).Channels supported by min No. 12 gauge galvanized steel wire spaced a maximum of 48 in.OC. 6K.Steel Framing Members*—(optional,not shown)—Use as an alternate method to attach furring channels(Item 6)to joists(Item 4).Clips spaced 48 in.OC.,and secured to alternating joists with cup washer installation kit provided by manufacturer.GenieClip clip attached to the bottom chord with a 1/4 in.dia.zinc plated bolt inserted through the center grommet and between the chord members;depth of bolt determined as 2 in. plus the depth of the bottom chord of the joist.Furring channels are friction fitted into clips.Ends of adjoining channels are overlapped 6 in.and tied together with double strand of No. 18 SWG gals steel wire near each end of overlap.Additional clips required to hold furring channel that supports the wallboard butt joints,as described in Item 7.When the composite steel joists are spaced more than 52 in.OC,a cold-rolled steel channel shall be used as specified in Item 6I,except the channel shall be min. 16 gauge,1-1/2 in.deep with 1 in.flanges and the channel shall only be suspended with its lower flange flush with the plane at the bottom of the joists.GenieClips clips to be screw-attached to every channel with 1/4 in. dia.zinc plated bolt inserted through the center grommet and between the chord members;depth of bolt determined as 2 in.plus the depth of the bottom chord of the joist. PLITEQ INC—Type GenieClip 7.Gypsum Board*—1/2 or 5/8 in.thick,4 ft wide installed with long dimension perpendicular to furring channels and side joints located between joists.End joints in adjacent rows to be staggered min of 2 ft.Unless otherwise specified in Item 2,end joints shall be protected with a 3 in.wide strip of wallboard to be inserted for entire length of end joint between the two furring channels.When the end joint occurs within 12 in.of the steel beam,it must be protected.No. 6 Phillips-type,self-drilling and self-tapping,1-1/4 in.long with bugle head screws fastening the wallboard to furring channels spaced a max 12 in.OC along each furring channel.At protected end joints,screws located 3 in.on each side of joint.Along side joints,screws located 3/4 in.from board edge.One additional screw driven through the boards adjacent to the end joint approx 1-1/2 in.from the side joint into each end of the short channels.Along side joints,fasteners located 3/4 in.from board edge.For end joints that do not need protection,the screws shall be located 1/2 inch from the board edge. For use with Item 6A only—1/2 in.thick,4 ft wide; installed with long dimension perpendicular to cross tees with side joints centered along main runners.Gypsum board fastened to each cross tee with five gypsum board screws(No.6 Phillips-type,self-drilling and self-tapping)with one screw located at the midspan of the cross tee,one screw located 12 in.from and on each side of the cross tee midspan and one screw located 1-1/2 in.from each gypsum board side joint. Except at gypsum board end joints,screws shall be located on alternating sides of cross tee flange.At gypsum board end joints screws shall be located 1/2 in.from the joint.Gypsum board fastened to main runners with screws located 1/2 in. from side joints midway between intersections with cross tees(24 in.OC). End joints of the gypsum board sheets shall be staggered with joints in adjacent gypsum board courses not less than 4 ft OC.Gypsum board sheets screw-attached to flange of wall molding with screws spaced 12 in.OC. When alternate Steel Framing Members*(Item 6C,6D or 6E)are used,gypsum board installed with long dimension (side joints)perpendicular to the cross channels and 4 ft cross tees and with the side joints centered along the main runners.Gypsum board fastened to cross channels with gypsum board screws located 1/2 in.from butted end joints,with one screw located at the midspan of the cross channel,one screw located 12 in.from and on each side of the channel mid span,and one screw located 2-3/4 in.from each side joint.from each side joint.End joints of the sheets shall be staggered as described above.Joints to be covered with paper tape end joint compound. When alternate Steel Framing Members*(Item 6F)are used,gypsum board butt joints shall be staggered min.2 ft. within the assembly,and occur between the main furring channels.Edge joints may occur beneath the joists.At the gypsum board butt joints,each end of the gypsum board shall be supported by a single length of furring channel equal to the width of the gypsum board plus 6 in.on each end.The furring channels shall be spaced approximately 3-1/2 in.OC, and be attached to underside of the joist with one RSIC-1 clip at each end of the channel.Gypsum board attached to the furring channels using 1 in.long Type S bugle-head steel screws spaced 8 in.OC along butted end joints and 12 in.OC in the field of the board.Gypsum board joints covered with fiber tape and joint compound. When both Steel Framing Members*(Item 6F)and Fiber,Sprayed*(Item 13A)are used,furring channels spaced 16 in.OC max.and two layers of gypsum board are installed with long dimension perpendicular to furring channels.Base layer secured to furring channels with nom 1 in.long Type S bugle head screws spaced 8 in.OC along butted end joints and 12 in.OC in the field of the board. Butted end joints shall be staggered min.2 ft within the assembly,and occur midway between the continuous furring channels.Each end of each gypsum board shall be supported by a single length of furring channel equal to the width of the gypsum board plus 6 in.on each end.The two support furring channels shall be spaced approximately 3-1/2 in.OC,and be attached to the underside of the truss with one RSIC-1 dip at each end of the channel.Outer layer secured to furring channels using 1-5/8 in. long Type S screws spaced 8 in.OC and 1-1/2 in. from the end joint. Butted end joints to be offset a min.of 8 in.from base layer end joints.Butted side joints of outer layer to be offset min. 18 in.from butted side joints of base layer. When alternate Steel Framing Members*(Item 6G)are used,gypsum board sheets installed with long dimension(side joints)perpendicular to the grid runners with the end joints staggered min 4 ft and centered between grid runners which are spaced 8 in. OC.Prior to installation of the gypsum board sheets, backer strips consisting of nom 7-3/4 in.wide by 48 in.long pieces of gypsum board are to be laid atop the grid runner flanges and centered over each butted end joint location.The backer strips are to be secured to the flanges of the grid runners at opposite corners of the backer strip to prevent the backer strips from being uplifted during screw-attachment of the gypsum board sheets.Gypsum board fastened to grid runners with 1 in.long Type S bugle head screws spaced 1 in.and 4 in.from the side joints and max 8 in.OC in the field of the board.The butted end joints are to be secured to the backer strip with No. 10 by 1-1/2 in. long Type G laminating screws located 1 in.from each side of the butted end joint and spaced 1 in.and 4 in.from the side joints and max 8 in.OC in the field of the board.Joints to be covered with paper tape and joint compound. When alternate Steel Framing Members* (Item 6H)are used,gypsum board sheets installed with long dimension(side joints)perpendicular to the 6 ft long cross tees with the end joints staggered min 4 ft and centered between cross tees which are spaced 8 in.OC.Gypsum board side joints may occur beneath or between main runners. Prior to installation of the gypsum board sheets,backer strips consisting of nom 7-3/4 in.wide pieces of gypsum board are to be laid atop the cross tee flanges and centered over each butted end joint location.The backer strips are to be secured to the flanges of the cross tees at opposite corners of the backer strip to prevent the backer strips from being uplifted during screw- attachment of the gypsum board sheets.Gypsum board fastened to cross tees with drywall screws spaced 1 in. and 4 in. from the side joints and max 8 in.OC in the field of the board.The butted end joints are to be secured to the backer strip with No. 10 by 1-1/2 in.long Type G laminating screws located 1 in.from each side of the butted end joint and spaced 1 in.and 4 in.from the side joints and max 8 in,OC in the field of the board.Joints to be covered with paper tape and joint compound. When Steel Framing Members(Item 6K)are used,4 ft wide gypsum board is installed with long dimensions perpendicular to furring channels. Gypsum board secured to furring channels with 1 in. long No.6 Type S bugle-head steel screws spaced 12 in.OC in the field of the board.Gypsum board butted end joints shall be staggered minimum 16 in.within the assembly. .At the gypsum board butt joints,each end of each gypsum board shall be supported by a single length of furring channel equal to the width of the gypsum board plus 6 in.on each end.These additional furring channels shall be attached to underside of the truss with Genie clips as described in Item 6K.Screw spacing along the gypsum board butt joint shall be 6 in.OC. AMERICAN GYPSUM CO—Type AG-C CERTAINTEED GYPSUM INC—Type FRPC or SF3 EGRG or ProRoc Type C CERTAINTEED GYPSUM CANADA INC—ProRoc Type C. CANADIAN GYPSUM COMPANY—Types C,IP-X2,IPC-AR,WRC. GEORGIA-PACIFIC GYPSUM L L C—Types 5,C,DAP,DA,DAPC. LAFARGE NORTH AMERICA INC—Types LGFC3,LGFC-C,LGFC-C/A. NATIONAL GYPSUM CO—Type FSW-1,FSK-C,FSW-C or FSW-G. PABCO BUILDING PRODUCTS L L C,DBA PABCO GYPSUM—Types PG-3,PG-C,Type C. TEMPLE-INLAND—Type TG-C. UNITED STATES GYPSUM CO—Types C,IP-X2,IPC-AR,WRC. USG MEXICO S A DE C V—Types C,IP-X2,IPC-AR,WRC. 7A.Gypsum Board*—For use when Batts and Blankets* (Item 13)and Steel Framing Members*(Item 6D)are used—5/8 in.thick,4 ft wide; installed with long dimension perpendicular to cross tees with side joints centered along main runners and end joints centered along cross tees. Fastened to cross tees with 1 in.long steel wallboard screws spaced 8 in. OC in the field and 8 in.OC along end joints. Fastened to main runners with 1 in. long wallboard screws spaced midway between cross tees. Screws along sides and ends of boards spaced 3/8 to 1/2 in. from board edge. End joints of the sheets shall be staggered with spacing between joints on adjacent boards not less than 4 ft OC. CANADIAN GYPSUM COMPANY—Types C,IP-X2 UNITED STATES GYPSUM CO—Types C,IP-X2 7B.Gypsum Board*—Rating is limited to 1-1/2 Hr. For use when Batts and Blankets*(Item 13)and Steel Framing Members* (Item 6)are used—5/8 in.thick,4 ft wide;installed with long dimension perpendicular to furring channels. The end joints were centered along the furring channels.The gypsum boards were fastened to the furring channels with 1 in. long Type S high/low bugle head screws spaced 8 in.OC.at the perimeter with two screws located 3/4 in.and 4 in. from the board edge;and 12 in.OC. in the field with 2 screws located 3/4 in. and 6 in. from the board edge. End joints shall be staggered with spacing between end joints on adjacent gypsum boards not less than 4 ft.OC. CANADIAN GYPSUM COMPANY—Types C,IP-X2 UNITED STATES GYPSUM CO—Types C,IP-X2 7C.Gypsum Board*—For use when Nonmetallic Plumbing System Components*(Item 14)and Nonmetallic Plumbing System Components*(Item l0U)are used—Min. 1/2 in.thick,4 ft wide installed with long dimension perpendicular to furring channels and butt joints located between joists. End joints in adjacent rows to be staggered min of 48 in.When the end joint occurs within 12 in.of the steel beam,it must be backed by a 3 in.wide strip of gypsum board.Gypsum board fastened to the furring channels with 1 in.long Type S bugle head screws; spaced 8 in.OC. in the perimeter with two screws located 3/4 in.and 4 in. from each board edge;and 12 in. OC. in the field with 2 screws located 3/4 in.and 6 in.from each board edge. CANADIAN GYPSUM COMPANY—Types C,IP-X2 UNITED STATES GYPSUM CO—Types C,IP-X2 8.Screws,Gypsum Board—Screws attached as specified in items 7,7A,7B. 9.Joint System—(Not shown)—Paper tape embedded in joint compound over joints,and covered with two layers of compound with edges feathered out.Gypsum board screw heads covered with two layers of compound. 10.Air Duct and Damper—(Optional,Not shown)—Duct made of min 0.023 in.thick(24 gauge)galv steel.Total area of duct openings not to exceed 144 sq in. per 100 sq ft of ceiling area.Area of indiv duct opening not to exceed 144 sq in. Max dimension of opening 12 in. Duct supported by 1 1/2 in.deep,min 0.053 in.thick(16 gauge)cold-rolled steel channels spaced not over 48 in.O.C. and on each side of duct opening. Channels suspended from upper chord of joists by 12 SWG galv steel wire. Min clearance of 4 in. required between back of ceiling membrane and bottom of air duct. Damper made of min 0.056 in.thick(16 gauge)galv steel protected on both surfaces with 1/16 in.ceramic fiber paper. Located over each duct outlet,attached to bottom of duct with corrosion resistant hinges and held open with a Fusible Link(Bearing the UL Listing Mark). Damper to overlap duct outlet 1 in. min..As an alternate,any UL Classified Ceiling Damper covered for use in 2 Hr or longer rated assemblies.To be installed in duct drop close to the back of ceiling per accompanying installation instructions. For 1, 1-1/2 and 2 Hr Unrestrained Assembly and Beam Ratings only,ducts containing 5 in.diam or smaller duct drops do not require dampers or other protection at the duct drops.Total area of unprotected duct outlets not to exceed 20 sq. in. per 100 sq ft of ceiling area.Area of ind.duct opening not to exceed 20 sq. in. 10A.Air Duct Materials*—(Not Shown)Optional. For the 1 h ratings with 6 in.deep or larger joists and for the 2 h ratings with 8 in.deep or larger joists,as an alternate to Air Duct(Item 10),Rigid Air Duct Materials may be used in accordance with their Fabrication Instructions.The duct outlet throat is positioned at the center of 24 in. long min.0.029 in.thick(22 gauge)gale steel duct liner.These ducts are supported by min.0.053 in.thick(16 gauge)cold-rolled steel channels suspended from the joists by 12 SWG gale steel wire.Channels are placed directly below the steel duct liner one on each side of the throat,and otherwise spaced 72 in.OC for ducts up to 36 in.wide,and 48 in.OC for ducts between 36 and 60 in.wide.Additional supporting channels to be installed at a distance ranging from 3 to 6 in.from the ends of each individual duct section. Min.clearance of 4 in. required between back of ceiling membrane and bottom of air duct JOHNS MANVILLE INTERNATIONAL INC—Rigid,Class I. KNAUF INSULATION GMBH—Rigid,Class I. OWENS CORNING—Rigid,Class I. 10B. Damper—(Not Shown)—For use with Item 10A. Min 0.020 in.thick(25 gauge)galv steel.Protected on both surfaces with 1/16 in.ceramic fiber paper and held open with a Fusible Link(bearing the UL Listing Mark).Damper to overlap duct outlet 1 in. min. 10C. Flexible Air Duct—(Not shown)—Optional(Bearing the UL Listing Mark). Nom 8 in.diam consisting of 0.006 in. thick vinyl coated,glass fiber reinforced fabric over helically wound 0.077 in.diam coated spring steel wire.As an alternate,nom 6 in. diam air duct connector consisting of 0.005 in.thick vinyl coated,glass fiber reinforced fabric over helically wound 0.071 in.diam coated spring steel wire.The flexible air duct and/or duct connector is connected to galv steel sleeve(Item 10D)by means of a stainless steel hose clamp.Flexible air duct or duct connector do not require dampers or other protection at ceiling penetrations. The flexible air duct and duct connector shall be suspended from structural steel or hanger wire anchors by means of a steel strap near the end connected to the steel sleeve(Item 10D),with the remainder of its length placed on the ceiling furring channel or supported about 1 in.or higher above the gypsum board with additional steel straps or hanger wires. The total area of the flexible air duct opening shall not exceed 50.3 sq in.per each 100 sq ft of ceiling area; max dimension of opening is 8 in.The total area of the duct connector opening shall not exceed 28.3 sq in. per each 100 sq ft of ceiling area;max dimension of opening is 6 in. Damper is not required when flexible air duct or duct connector is used. As an alternate,the flexible air duct may be supported by the metal hanger straps attached directly to the bottom of the concrete slab with powder-actuated pins. Pins,nom 1 in.long,consisting of 0.145 in.diam smooth-finish galv steel shank with 1/4 in.diam head.Pins tightly inserted in 3/8 in. long gear-shaped plastic washers and driven into the slab through both ends of the strap. 10D.Duct Outlet Sleeve—For use with Flexible Air Duct or Duct Connector(Item 10C)at openings in gypsum board ceiling.4 in. long sleeve made from 28 gauge galv steel for the 8 in.diam opening and from 30 gauge galv steel for the 6 in.diam opening.The sleeve shall be mounted between two 7/8 in.steel angles of 26 gauge galv steel which are placed on top and overlap the adjacent furring channels about 3 in.Each angle is tied to the two furring channels with a double strand of 18 SWG galv steel tie wire through 1/8 in.diam hole drilled in the vertical leg of the steel angles.The sleeve is attached to each of the two angles with one 3/8 in. long Tek sheet steel screw. 10E.Nonmetallic Pipes—Optional—For the 1 h floor-ceiling ratings,as an alternate to the 5 in.diam unprotected duct outlet.Nom 2 in.and 4 in.diam Schedule 40 PVC(polyvinyl chloride)supply or drain,waste and vent piping system. PVC pipes penetrate the ceiling runner into stud cavity of steel or structural grade lumber stud sheathed with generic Unclassified gypsum wallboard partition.The PVC pipes are supported by hanger straps in conjunction with steel hanger wires suspended from hanger clips,Item 5B.As an alternate the strap may be directly attached to the slab by the powder-driven galv steel fasteners described to support the flexible air duct in Item 10C.The spacing of hanger straps supporting the pipes shall not exceed 30 in.OC.Only one nom 4 in.diam PVC pipe and one nom 2 in.diam PVC pipe are allowed per 100 sq ft of ceiling area.For Canadian Classifications,the Schedule 40 PVC may be replaced by System 15 PVC manufactured by IPEX in accordance with Section 8181.2 of CSA Standard B1800S1. 10F.Heating and Air Conditioning Plenum Box Outlet—Optional—For the 1-1/2 h ratings(1 h when combined with Item 10M),as an alternate to the 5 in.diam unprotected duct outlet. 14 by 14 in.opening penetrating the ceiling. Fabricated from pieces of min 26 MSG galv steel,attached together with lock seams and rivets. Finished box size 16 by 16 by 15 in.outside dimensions.Opposite sides of the box have 10 in.diam openings.The open bottom of the box has 1 in.wide flanges at the four sides to engage into hemmed hanger bars for attaching the box to the furring channels. Hanger bars consist of 1 in.wide plates made from No.26 gauge galv steel,folded back to form a 5/8 in.return at the top side,for engaging the horizontal flanges at the bottom of the plenum box outlet.The four sides and top of the box shall be lined with 1 in.thick UL Classified fiberglass insulation weighing nom 5 pcf.The 10 in.diam openings on two opposing sides of the box shall be provided with nom 3 in. long collars fabricated from No.28 gauge galv steel for connecting the box to the nom 10 in.diam flexible air ducts(Item 10G).Box and flexible air ducts suspended directly from hanger clips(Item 5B)by hanger wires connected to hanger straps made from 1 in.wide,No.26 MSG galv steel, spaced max 30 in.OC.As an alternate the strap may be directly attached to the slab by the powder-driven galv steel fasteners described to support the flexible air duct in Item 10C.Only one 14 by 14 in.outlet is allowed per 100 sq ft of ceiling area. 10G. Flexible Air Duct—Optional—For use with Item 10F. Bearing the UL Listing Mark. 10 in.ID,with a spirally wound steel wire helix(0.045 in.diam wire)covered with vinyl fiber. Core covered with 1 in.thick UL Classified fiberglass insulation weighing 1.0 pcf. Flexible air duct wrapped with outer jacketing consisting of aluminized vinyl film.Flexible air ducts mounted on collars of box(Item 10F),attached to collars with adjustable 10-1/2 in.diam,9/16 in.wide hose clamp made of 0.024 in.thick stainless steel.As an alternate an adjustable 10-1/2 in.diam,3/8 in.wide,1/16 in.thick vinyl hose clamp may be used. 10H. Fixtures,Recessed Light—Optional—(Bearing the UL Listing Mark)—For the 1-1/2 h ratings(1 h when combined with Item 10M),as an alternate to the 5 in.diam unprotected duct outlet.A max of four fixtures per 100 sq ft of ceiling area. Fixture housing 6-1/2 in.diam,7-1/2 in. high,made from painted or galv steel.Each fixture supported on a base 6-1/2 in. by 9-7/8 in.,made from painted or galv steel and screw-attached to the fixture by four screws.Each fixture with trim and lens weighs 4 lb max.Short sides of the base containing tabs for engagement into adjustable hanger bars supporting the fixture.Each fixture hanger bar screw-attached at one end to the ceiling furring channel and at the other end to additional furring channel parallel to and at 9 in.from the ceiling furring channel. Fixture trim 8 in.OD with a 5-1/4 in.inside diam opening to support a 5-3/8 in.diam diffused glass lens. Each fixture may be activated with nom 1 in.diam UL Listed electrical nonmetallic tubing wired with three No. 12 AWG Type THWN copper conductor wires or a UL Listed nonmetallic sheathed cable with three No. 12 AWG Type THWN copper conductor wires.Installation of the glass lens trim on the recessed light fixtures are optional. 10I.Heating and Air Conditioning Plenum Box Outlet—Optional—For the 2 h ratings(1-1/2 h when combined with Item 10M),as an alternate to the 5 in.diam unprotected duct outlet.8 by 10 in. opening penetrating the ceiling. Four sides of box formed from one 5 in.wide strip of No.28 gauge galv steel,with ends of strip overlapping 3/4 in.and fastened together with two 1/4 in.diam punches.The bottom 1 in.of the strip forming the box sides,bent 90 deg to the outside of the box forming horizontal flanges around the perimeter of the box to engage into hanger bars for supporting the box assembly.Sides of the box lined with 1 in.thick fiberglass insulation weighing nom 5 pcf. fiberglass lining to be supported on a 1 in.wide steel plate attached at the bottom perimeter of the box's four sides.Top of the box fabricated from No.28 gauge galv steel with 8 in.diam cutout at the center.Edges of the steel plate forming the top of the box bent down around the box's side perimeter and riveted to the four sides of the box by one rivet at the center of each side.Top of the box,except for the 8 in.cutout,also lined with 1 in.thick UL Classified fiberglass insulation,weighing 5 pcf.Top insulation lining,having 8 in.diam cutout at the center,bears along its perimeter on the 1 in.thick fiberglass lining at the box sides.The 8 in.diam cutout at the top of the box connected to a 4 in.long,8 in.diam sleeve made from No.28 gauge galv steel for top mounting of an 8 in.flexible air duct(Item 103).Flexible air duct suspended by a hanger wire from hanger clip(Item 5B),connected to a nom 1 in.wide,No.26 MSG galv steel plumbing strap wrapped around the flexible air duct near its connection to the box.As an alternate the strap may be directly attached to the slab by the powder-driven galv steel fasteners described to support the flexible air duct in Item 10C. The 8 x 10 plenum box outlet,with the fiberglass top insulation,without the steel top cover, may be used for the 1 h ratings as an alternate to the 5 in.diam unprotected duct outlet. Only one 8 by 10 in. box outlet is allowed per 100 sq ft of ceiling area. 103. Flexible Air Duct—Optional—(Bearing the UL Listing Mark)—For use with(Item 10I or Item 10P).For use with Item 101,nom 8 in.diam,consisting of 0.005 in.thick vinyl-coated reinforced fiberglass fabric,wrapped over helically wound 0.038 in.diam coated spring steel wire.Flexible air duct attached to box sleeve with adjustable 8-1/2 in.diam, 9/16 in.wide hose clamp made from 0.024 in.thick stainless steel.As an alternate an 8-1/2 in.diam,3/8 in.wide 1/16 in.thick vinyl hose clamp may be used.For use with Item 10P,nom 9 in.diam consisting of 0.005 in.thick vinyl-coated reinforced fiberglass fabric,wrapped over helically. 10K. Heating and Air Conditioning Plenum Box Outlet—Optional—For the 2 h ratings(1-1/2 h when combined with Item 10M),as an alternate to the 5 in.diam unprotected duct outlet. 10 by 10 in. opening penetrating the ceiling. Box fabricated from pieces of No.28 gauge galv sheet steel and riveted together.Finished box size:12 by 12 by 12 in. One side of the box has 10 in.diam opening.Box top and four sides of the box except the 10 in.cutout for opening,have 1 in.thick of UL Classified fiberglass,5 pcf. Neck at side opening consisting of 10 in.diam sleeve fabricated from 3-1/2 in. wide strip of No.28 gauge galv steel.One end of the sleeve notched 1/8 by 3/4 in.at 5/8 in.OC along its perimeter and bent 90 deg against the fiberglass lining around the 10 in.diam opening to secure the sleeve to the box.The sleeve to be connected to a 10 in.diam,UL Listed side-mounted flexible air duct(Item 10L).Flexible air duct,at its connection the box's sleeve,to be suspended by a hanger wire from hanger clip(Item 5B)connected to a nom 1 in.wide,No.26 MSG galv steel plumbing strap wrapped around the flexible air duct.As an alternate the strap may be directly attached to the slab by the powder-driven galv steel fasteners described to support the flexible air duct in Item 10C. Only 10 by 10 in.box outlet is allowed per 100 sq ft of ceiling area. 10L. Flexible Air Duct—Optional—(Bearing the UL Listing Mark)For use with Item 10K. Nom 10 in.diam consisting of 0.002 in.thick vinyl-coated reinforced fiberglass fabric,wrapped over helically wound 0.051 in.diam,coated spring steel wire. Flexible air duct attached to box sleeve with adjustable 10-1/2 in.diam,9/16 in.wide hose clamp made from 0.024 in.thick stainless steel.As an alternate an adjustable 10-1/2 in.diam,3/8 in.wide,1/16 in.thid<vinyl hose clamp may be used. 10M.Ceiling Runner Penetration—Optional—Framing consisting of either nominal 4 or 6 in.wide steel C-channels with 2 in.flanges;or nominal 2x4 or 2x6 plates of structural grade lumber runner into stud cavity of steel or structural grade lumber stud sheathed with generic Unclassified gypsum wallboard partition(Not Shown).Bottom runner suspended by hanger wires tied to a cold rolled channel running parallel to the runner. Hanger wires used for supporting the bottom runner and penetrating the top runner shall be spaced a max 12 in.OC.Top runner placed directly above,and screw- attached to web of 24 in.long pieces of furring channel,spaced at 16 in.OC.One in. long pieces of the supporting channel's web removed at both ends with the steel surfaces on both flanges bent 90 deg,for screw-attaching the supporting channels to the main ceiling furring channels.The top cold rolled channel supporting the suspended boxed partition shall be directly suspended from hanger clips,Item 5B.For the 2 h ratings,only one ceiling runner penetration together with one exhaust fan. (Item 10N)are allowed per 100 sq ft of ceiling area as an alternate to the 5 in.diam unprotected duct outlet. For the 1-1/2 h ratings only one ceiling runner penetration together with one of the following combinations are allowed per 100 sq ft of ceiling area as an alternate to the 5 in.diam unprotected duct outlet: (a)One heating and air conditioning plenum box outlet with flexible air duct(Items 101 and 10]); or (b)One heating and air conditioning plenum box outlet with flexible air duct(Items 10K and 10L); or (c)One recessed light fixture(Item 100); or (d)One heating and air conditioning plenum box outlet with flexible air duct(Items 1013 and 103) For the 1 h ratings only one ceiling runner penetration together with one of the following combinations are allowed per 100 sq ft of ceiling area as an alternate to the 5 in.diam unprotected duct outlet: (a)One recessed light fixture(Item 101i);or (b)One heating and air conditioning plenum box outlet and flexible air duct(Items 1OF and 10G). 10N,Exhaust Fan—Optional—(Bearing the UL Listing Mark)—For use with Item 10M for the 2 h ratings,as an alternate to the 5 in.diam unprotected duct outlet.Frame made of painted steel measuring 7-1/2 by 7-1/8 by 3-5/8 in. Fan gross weight 3.75 lb max.The ceiling penetration from the exhaust fan shall not exceed 7-1/2 by 7-1/2 in.The installation of the exhaust fan requires additional furring channel parallel to the ceiling channel and tied to two consecutive cold rolled channels or joists bottom chord.Fan screw-attached from one side to the ceiling furring channel and from the other side to the additional furring channel with two screws at each side through holes predrilled in the fan housing. Fan wired with a UL Listed nonmetallic sheathed cable with three No. 12 AWG conductors.Fan includes a 3 in. diam exhaust steel duct fastened to the outlet with aluminum foil tape.As alternate to steel duct,a 3 in. diam aluminum, Class 1 air duct or air connector(Bearing the UL Listing Mark)may be used. As an alternate for use with Item 10M for the 1-1/2 ratings,the size of the exhaust fan/ceiling penetration may be increased to a maximum 8 by 8 in.and the aluminum Class I air duct may be increased to a maximum 4 in.diam.Only one exhaust fan penetration and one ceiling runner penetration are allowed per 100 sq ft of ceiling area. Alternate Exhaust Fan—Optional—(Not Shown)—(Bearing the UL Listing Mark)—For use with Item 10M for the 2 h ratings as an alternate to the 5 in.diam unprotected duct outlet.Frame made of painted steel,measuring 12 by 14 by 8-1/2 in.Fan gross weight 10 lb max.The ceiling penetration from the exhaust fan shall not exceed 12 by 14 in.The installation of the fan requires two pieces of 1-1/2 by 1-5/8 by 16 galv steel angles for supporting the fan housing.The steel angles attached to both sides of the housing with two steel screws on each side through pre-drilled holes.Angles supported on and fastened to furring channels spaced 16 in.OC which are tied to two consecutive cold-rolled channels or joists bottom chords.A 6 in.diam exhaust aluminum duct fastened to the fan outlet,inside the plenum space,with aluminum foil tape.Only one exhaust fan penetration and one ceiling runner penetration are allowed per 100 sq ft of ceiling area. 100. Fixture,Recessed Light—Optional—(Bearing the UL Listing Mark)—For the 2 h ratings(1-1/2 h when combined with Item 10M),as an alternate to the 5 in.diam unprotected duct outlet. Fluorescent lighting fixture with 12 by 12 by 5-1/2 in.aluminum housing,lampholder,ballast for fluorescent lamp and nom 2-1/2 by 4 by 2-1/4 in.deep galv steel junction box attached to one side of the light housing.Penetration of light into the ceiling is 7-3/4 in.diam max. Light fixture weighs 8 lbs max. Hanger tabs of light fixture wire-tied to nom 27 in.long cold-rolled steel channels on both sides of fixture.Ends of cold-rolled channels supporting the fixture wire-tied to top surface of two consecutive ceiling furring channels using No. 18 SWG galv steel tie wire.Light fixture may be activated with a 3/4 in diam electrical nonmetallic tubing(ENMT)containing three No. 12 or No. 14 AWG Type THHN wires;or nonmetallic sheathed cable with two conductors with grounding,or 1/2 in.diam flexible metal conduit containing three No. 12 AWG Type THHN wires. Only one fixture is allowed per 100 sq ft of ceiling area. 10P. Heating and Air Conditioning Plenum Box Outlet—Optional—For the 2 h ratings(1-1/2 h rating when combined with Item 10M),as an alternate to the 5 in.diam unprotected duct outlet.10 by 10 in.opening penetrating the ceiling.Outlet box measuring 12 by 12 by 7 in.outside,fabricated from 1 in.thick UL Classified fiberglass insulation boards.Box supported from two sides with 1 in.by 1 in.,25 gauge thick galv steel angles,by adhering the angles to the box sides with aluminum duct tape.Angles supported on and screw-attached to two consecutive furring channels. Box has a 9 in.diam cutout at the top to install a steel sleeve to connect the box to a flexible air duct.Sleeve fabricated from 3-1/2 in.wide strip of 28 gauge galv steel,bent to form a 9 in.diam collar,with its bottom perimeter notched 1/8 by 3/4 in.at 5/8 in.OC and bent 90 degrees against the bottom surface of the box top.Flexible Air Duct(Item 10J)mounted on the collar of the sleeve and secured with hose clamp.The top curved part of the air duct supported with a 1 in.wide,28 MSG galv steel strap and secured to the slab by the powder-driven fasteners described in Item 10C. 10Q.Heating and Air Conditioning Plenum Box Outlet—Optional—For the 1 hr ratings as an alternate to the 5 in. diam unprotected duct outlet(Item 10).Plenum box outlet 18 in. by 18 in. by 19 in.high penetrating the ceiling,with 16 by 16 in.clear opening.Sides and top of the box fabricated from Listed Air Duct,Class 1, 1 in.thick rigid fiberglass boards.The box attached from two opposite sides to 1-1/4 by 1-3/4 by 0.037 in.thick galv steel angles.The 1-3/4 in. vertical side of the steel angles adhered to the outside board of the box with a 2-1/2 in,wide continuous Listed Air Ducts and Air Connectors pressure sensitive aluminum foil duct tape.The horizontal side of the steel angle supported on,and screw-attached to two consecutive 1 in.deep,2.5 in.wide, .020 in.thick galv furring channels with two 1/2 in.long No.6 Type S washer screws near each of the four corners of the box.The box extends 2-1/2 in. below the gypsum wallboard ceiling,and its top has min 2 in.clearance from the bottom of the concrete slab.Two opposite sides of the box,which have 10 in.diam cutouts,also have steel sleeves built in to accommodate the flexible air ducts.The sleeves made from 3-1/2 in.wide strips,fabricated from No.28 ga galv steel,with one of its sides notched 1/8 by 3/4 in.at 5/8 in.OC, bent 90 degree against the fiberglass side board through the cutout to secure the sleeve to the box.The 10 in.diam Listed flexible air ducts mounted on,and secured to the sleeves with nom 3/8 in.wide,1/16 in.thick vinyl hose clamps.A 10 by 10 in. (inside)square,Listed Air Duct Materials,fabricated from 1 in.thick fiberglass board,supported from one end on a 12 by 12 in.cutout in a third side of the plenum box outlet and taped around the connected perimeter of the duct to the box outlet exterior side,with a 2-1/2 in.wide Listed pressure sensitive aluminum foil duct tape.The three air ducts are supported with 1 in.wide,0.021 in.thick galv steel straps near the ends connected to the box.The straps placed around the bottom of ducts,secured to the bottom of the concrete slab with powder-actuated 1 in. long,0.145 in.diam shank, with 1/4 in.diam head steel pins having a 3/8 in.diam plastic retainer washer.The ducts are draped on the furring channels.Only one 16 by 16 in. box outlet opening is allowed per 100 sq ft of ceiling area. 10R.Alternate Penetrating Items—(Not Shown)—One or all of the following may be used in conjunction with 10E: ENMT(Non-metallic tubing),Romex Cable,and an additional bundle of tubing including 2 copper tubes(7/8 in.diem), non-metallic pipe(1 in.diam schedule 40 PVC),and non-metallic wire(low voltage).These items are located within the stud cavity of a gypsum wallboard rated or non-rated partition . 10S. Electrical]unction Box—(Not shown)—Bearing the UL Listing Mark.Max 4 in.diam steel junction box with cover plate flush with ceiling.Attached with two 3/8 in. long steel screws to a section of steel furring channel placed on top and perpendicular to ceiling furring channels(Item 6),with its ends extending about 5 in.beyond the adjacent ceiling furring channels.Electrical cable to be supported from the steel joists,cold-rolled channels(Item 46F)or hanger clips.As an alternate the electrical junction box may be supported by a 2 by 4 in.wood nailer screw-attached to the furring channels using two screws per each wood nailer. 10T. Fixtures,Recessed Light—Optional—(Bearing the UL Listing Mark)—For the 2 h ratings(1-1/2 h when combined with Item 10M),as an alternate to the 5 in.diam unprotected duct outlet. Fixture housing 4-1/2 in.diam, 5-1/4 in. high,made from painted or galv steel. Each fixture supported on a base 6 in.by 9-1/8 in.,made from painted or galv steel and screw-attached to the fixture by four screws.Each fixture with trim and lens weighs 4 lb max.Short sides of the base contain telescoping hangers. Hangers are extended and wire-tied to top surface of two adjacent ceiling furring channels using No. 18 SWG galv steel tie wire. Fixture housing shall be adjusted to be flush with the face of the gypsum board. Fixture trim shall have a 5-1/2 in.OD maximum. Light fixture may be activated with a 3/4 in diam electrical nonmetallic tubing(ENMT)containing three No. 12 or 14 AWG Type THHN wires,No.12 or 14 AWG nonmetallic sheathed cable containing two conductors with grounding,or 1/2 in.diam flexible metal conduit containing three No. 12 or 14 AWG Type THHN wires.Only one fixture is allowed per 100 sq ft of ceiling area. 10U.Nonmetallic Plumbing System Components*—For use with Items 7C and 14 only,for a 2 hr rating, Nonmetallic plumbing system components,V-shaped channels,clevis hangers, hanger clips,and tie wire installed in ceiling plenum as listed below: (a)Nominal 1/2 in,3/4 in., 1 in.,1-1/4 in., 1-1/2 in.,and 2 in.diameter tubing installed in the ceiling plenum attached to the bottom of the concrete slab. Nominal 1/2 in.and 3/4 in.tubing attached to the concrete slab with perforated metal hanger straps and 1-1/4 in.Tapcon concrete screws or power-actuated fasteners,spaced a max. 16 in.OC.or attached to the top chords of the steel joists with wire ties,spaced 16 in.OC. Nominal 1 in., 1-1/4 in., 1-1/2 in.,and 2 in. diameter tubing supported by V-shaped channels(Item 7)attached to the concrete slab with V-shaped clevis hangers(Item 8)and 1-1/4 in.Tapcon concrete screws or power-actuated fasteners;spaced a max.48 in.OC.The amount of nonmetallic plumbing system,including engineered plastic,brass fittings,and end plugs,installed shall not exceed a maximum of 8.70 lbs per 100 sq.ft.of ceiling area.When Item 4A is used,the fasteners shall be self-tapping screws. UPONOR WIRSBO COMPANY—Type AquaPex White,AquaPex Red,AquaPex Blue,HePex, Pre-Insulated AquaPex (b)V-shaped Channels—Channels fabricated from min.0.060 in.thick galvanized steel, 2-3/16 in. by 2-3/16 in.angled 130°from each other.V-shaped channel installed with V-shaped clevis hangers(Item 8)to support nonmetallic plumbing system components(Items 6 or 6A)for the entire length. (c)V-shaped Clevis Hangers—Clevis hangers fabricated from 0.0575 in.thick galvanized steel,4 in.by 5-1/2 in.by 3/4 in.V-shaped clevis hangers installed with V-shaped channels(Item 7)to support nonmetallic plumbing system components(Items 6 or 6A).V-shaped clevis hangers attached to the concrete slab with 1-1/4 in.long Tapcon concrete screws or power actuated fasteners;spaced a max.48 in.OC. (d)Hanger Clips—(Not shown)Galv steel angles,3/4 in.long with 1 in.horizontal and 7/8 in. vertical legs.Vertical leg provided with a 5/16 in.diam hole to accommodate hanger wire. Horizontal leg provided with a 3/16 in.diam hole for insertion of fastener. Hanger clips secured to underside of concrete slab using nom 1 1/4 in.long,Tapcon concrete screws or powder-driven galv steel fasteners. (e)Tie Wire—No. 12 SWG single strand galv steel wire or No. 18 SWG double stranded galv steel wire. No. 18 SWG tie wire used to attach wallboard furring channels to steel joists or cold rolled channels. No. 12 SWG tie wire used to attach cold rolled channels to the hanger clips. 10V. Nonmetallic Sheathed Cables—(Not shown)— For use with Items 10N, 100, SOS,or 10T,UL Listed nonmetallic sheathed cables with three conductors.Items may also be installed with 3/4 in diam electrical nonmetallic tubing (ENMT), or 1/2 in.diam flexible metal conduit. 11.Mineral and Fiber Boards*—(Optional,not shown)—Applied over concrete floor with no limit on overall thickness.When the insulation is used,the Unrestrained Assembly and Beam Ratings are 2 hr. See Mineral and Fiber Board(CERZ)category for names of manufacturers. 12.Roof Covering—(Not shown,for use with insulation described in Item 11.)—Class A,B,or C Built-Up Roof Covering Materials*consisting only of felt and asphalt(or coal tar pitch)materials in alternate layers. See Building Materials Directory. 12A. Roof Covering—(Not Shown)—Optional—Irma Roof System with Dow Chemical UL Classified extruded polystyrene foamed plastic boards,4.1 pcf max density,and UL Classified Roofing Membrane under CHCI category. 13. Batts and Blankets*—Optional-Not Shown-Rating is limited to 1 Hr.-when used with Steel Framing Members* (specifically Item 6D or 6K)and Gypsum Board*(specifically Item 7A)-Any thickness mineral wool or glass fiber insulation bearing the UL Classification Marking for Surface Burning Characteristics,having a flame spread value of 25 or less and a smoke spread value of 50 or less. Insulation fitted in the concealed space,draped over steel framing members/gypsum wallboard ceiling membrane.Ratingis limited to 1-1/2 Hr.when used with Steel Framing Members* (specifically Item 6 only)and Gypsum Board*(specifically Item 7B only) -Any thickness mineral wool or glass fiber insulation bearing the UL Classification Marking for Surface Burning Characteristics,having a flame spread value of 25 or less and a smoke spread value of 50 or less. Insulation fitted in the concealed space,draped over steel framing members/gypsum wallboard ceiling. Rating is limited to 1 Hr.-Batts and Blankets required when used with Steel Framing Members*(specifically Item 6K)and Gypsum Board* (specifically Item 7A)-Any thickness mineral wool or glass fiber insulation bearing the UL Classification Marking for Surface Burning Characteristics, having a flame spread value of 25 or less and a smoke spread value of 50 or less. Insulation fitted in the concealed space,draped over steel framing members/gypsum wallboard ceiling membrane. 13A. Fiber,Sprayed*—Optional-Not Shown-When used Ratings are limited to 1 Hr.-For use with Steel Framing Members* (Item 6F)-As an alternate to Item 13,Spray-applied cellulose insulation material.The fiber is applied with water within the concealed space,over the resilient channel/gypsum board ceiling membrane,in accordance with the application instructions supplied with the product,and may substantially fill the concealed space. Nominal dry density of °E'�BE 4� City of bee Island • Community Develo ent Dept. ■' w« ' l Inspection Report mu 1�" a,`/ 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 i=.` \,\: / INTERNATIONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL r MEMBER■ Permit No. , -f )Z Date Requested ` f =- aoli i Owner's Name k ? Date Needed i '\^!), ( ) Gen. Contractor \I , ■ -071:31 13 'j Subcontractor Contact Information i 6(,0_ "7e-; 7.- Project Address '71 ( };7'J4i i Scope of Work . F-7 LA) 11, ;E_ oir; ., Inspector "11 4`? Date of Inspection is Inspection � Z 'I i - ---\--H I Pass El Fail ® F mi (1) ((lUiiiti 1 , 1(147-i-F-I\ ) / /P/ Fe-2:--; "1 40.71/ :-__Y 4/11111 L /c: i 1-.-, -,/,`-=////: cuj _ / - , ��_. rrll`� /�iJS'% f fr-- Inspection Pass ass ❑ Fail ❑ Fee Inspection Pass ® Fail ® Fee Inspection Pass ❑ Fail 0 Fee UN � re �er.E`S isi City of ybee Island • Community Devel( sent Dept. r ;1 N Inspection Report ice= 403 Butler Ave. P.O. Box 2749 • Tybee Island, GA 31328 Nam* Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit i1o. _ ) a- Lc202. i Date Requested I )//e)//° Owner's name t1c �..\ Date Needed Gen. Contractor I . . ar7/1\1503 Subcontractor Contact Information 1-- L) I 4GU 7S L Project Address 21 1 '6, 1 c.�. Scope of Work ` I/0) E-( Inspector /,/ I / / - Date of Inspection 10/(4 /1/0 Inspection /--! it �� 'Jb +a Pass El Fail a (7. 0-p) Fe:Xi I ) \A.) 1;+-i ; �i is. 1'41 V D Inspection Pass ❑ Fail ® Fee Inspection Pass 1J Fail Fee Inspection Pass Fail Fee ^s ;,, City of bee Island • Community Develc lent Dept. It` 1 Inspection Report maink ;�Wiz: / 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ==�a INTERNATIONAL , ,__w,_•,,v Phone 912.786.4573 ext. 114 • Fax 912.786.9539 , CODE COUNCIL" // / MEMBER Permit No 1/) - 1' Y Date Requested 7 /;/, Owner's Name //M'),&.. Date Needed ///7 ` 1 Gen. Contractor ,,.././ /. ci---k-J- ..-)4'L2a Subcontractor Contact Information /A)/ ,�-6 6 - 17--_,-3--,.----2 Project Address 2// 0c)-/I r. � 1 Scope of Work , N.) - ) 0 / I )(.1 \J<r-z.....- f Inspector ''7'1 Date of Inspection Qask/ i/ ' v Inspection �.a�% <%/) I Pass 0 Fail 0 Fee `Z//„JCS -Z-(41- , ?d/al. -5/;1' /. �iv x Inspection Pass ❑ Fail ❑ Fee Inspection Pass ® Fail 0 Fee Inspection Pass 0 Fail 0 Fee �,o. City of, �� � y y bee Island Community Develc ent Dept. N r Inspection Report Ewa lime 403 Butler Ave. . P.O. Box 2749 • Tybee Island, GA 31328 T®-�.r Phone 912.786.4573 ext. 114 • Fax 912.786.9539 COOECOUNCIL MEMBER Permit No. 9 ( ) LJ%} Date Requested I / I ;;> j i Owner's Name ) 4-ik Date Needed 1 i/, !/ , Gen. Contractor \.1 .. i , ( ai�,N) /t\ Subcontractor Contact Information i),4AJ I L bt) . 7, :31, Project Address --71 11 �? Scope of Work 417:AA.) 1'14 I y i>C_ v ....... Inspector -11 Date of Inspection A v45/1 U Inspection }=:. "v1 Pass 0 Fee l G 0,1 j t 4 . 3p/4c-id ---- TJ,)---7-/c.... /--7:;*7///~-h:-; (,),,03i-j—' "i(),Z,6i__ "A-IC-434 :71,,,) _ A ,,,,,„ „::::: -,__:1 3,7, 4 ,___) �1- Inspection Pass 0 Fail ® Fee Inspection Pass 0 Fail 0 Fee Inspection Pass 0 Fail 0 Fee k..1. City of 'pee Island • Community Develc ent Dept. inhal• -,i • -' - Inspection Report momsa 403 Butler Ave. • P.O. Box 2749 - Tybee Island, GA 31328 INTERNMNAL Phone 912.786.4573 ext. 114 - Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. /0- 6)--Z. i Date Requested Ai4vai Owner's Name Date Needed Gen. Contractor \,), r , , .,2 //\.)-x.,) Subcontractor Contact Information ?Ai/ ‘'L' O Project Address %- scope of Work Ak'tc:AAJ p7 i X i_D`) (357(...... , 7 12 PS 2/ Inspector ---2/2 Date of Inspection /* / /7/(0 Inspection /1,i3...)/7-)-1ki - Pass Ei Fail 0 Fee • ) 'W ' ill Inspection Pass El Fail D Fee Inspection - Pass 0 Fail 0 Fee Inspection Pass 0 Fail 0 Fee i,YtiE 'tip City of bee Island • Community Develd� ent Dept. Gs j y Inspection Report r , \r° `)/ 403 Butler Ave. • P.O. Box 2749 • Tybee Island GA 31328 � °�, �'��, � � � �� �yen INTERNATIONAL �ti� Phone 912.786.4573 ext. 114 • Fax 912.786.9539 ' 1 A I CODE 57 ke Permit No. .) - t....--' (--) `7 1. Date Requested ' fl . 2 (Q - I 0 Owner's Name 14 Date Needed 1 0 - 2- -7 - ( 0 Gen. Contractor (•C o\a , r 5 o r Subcontractor Contact Information 'PO Li I 0 ra j b 0- 7532_ Project Address 7 /1 g v../ ! tr" ke.) Scope of Work . ("1 12..c} tM r f(2 ct 'J S Q) / / Inspector I Date of Inspection _ /0a 2//i) QPS / f Inspection 4 ro v1 . f' n — Pass it Fee p'l 0,.\-) / )r / / / , /- i , 1,3)._14 ,-----z_5&,./76 ,._,.._--- ) _ t:D/-- .-,-,J/--2/-A- At:-.11-1(---4-4f--- ;, p 74. F3 ri reckhemz. ales RE. Inspection 1,14 1 , ' :;: Pass ❑ Fail ® Fee ( A k Inspection Pass 0 Fail ❑ Fee Inspection Pass ® Fail 0 Fee .!`.,. P ' T CITY DESIGN GROUT CONSULTING E N G I N E E R S October 25, 2010 Mr. Paul Theron c/o We Do It Construction fax: 912-897-3124 RE: 211 Butler Avenue Shopping Ce ter Bear Mr. •- .,- On Thursday October 21, 2010, I met with you at the project site to perform a final review of the installed hurricane ties and straps. Simpson H2.5A and H8 straps were installed in various locations as directed during a previous visit to the project site. In addition to the straps, 5/8" diameter threaded holdown rods were installed at each corner, each window and door jamb, and 8' on center along solid wall sections. Based on my observations, the strapping and holdown rods have been installed as previously instructed. Should you have any questions do not hesitate to call. S r IYi: ''`5iP�F� Tv did 14kG Ps LLC t/ ,r� 3 �. .t' F S l. \V,s'1.'7' :II. ....(34454.... -. 7393 Hodgson Memorial Drive-Suite 200-Savannah,Georgia 31406-912.927.1485(office)912.335.3400(fax) Karen Sheehan Port City Design Group, LLC P.O. Box 14245 Savannah, GA 31416 (912) 927-1485 ext. 106 CITY OF TYBEE ISLAND BUILDING PERMIT REINSPECTION FEE DATE ISSUED: 10/19/2010 PERMIT#: 100021 WORK DESCRIPTION NEW MIXED USE BLDG-SHELL ONL WORK LOCATION 211 BUTLER AVE OWNER NAME 211 BUTLER LLC ADDRESS P 0 BOX 2812 CITY,ST,ZIP TYBEE ISLAND GA 31328-2812 PHONE NUMBER 912-786-6328 CONTRACTOR NAME J T ROBINSON CONSTRUCTION ADDRESS 2202 AUBURN ST CITY STATE ZIP SAVANNAH GA 31404 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 6106 OCCUPANCY TYPE P TOTAL FEES CHARGED $17,686.00 PROPERTY IDENTIFICATION# �O PROJECT VALUATION $363,500.00 REINSPECTION FEE - \C) NAIL PATTERN TOTAL BALANCE DUE: $ 50.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: 0-AANti\A-e)- P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org f-1:4\-itt\ City of' lee Island • Community Develoi. ant Dept. St`w 1 e fi I L Inspection ROport Baum \ ! 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ME= INTERNATIONAL Y Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODECOUNCIE MEMBER i Permit No. I b Z I Date Requested f/ /c) Owner's Name 7)! to b 4a;? I. Date Needed / /-?._1-//L) 1 Gen. Contractor t1. /)3"L Subcontractor Contact Information f'`!:t,•it F°` 1 7_,. Project Address .-)I1 12J// Scope of Work Pg-ki r iit !2<L / !F Inspector ''2 /'f Date of Inspection J• �i -?/7/- , Inspection Pass 121411t1 Fee Inspection Pass ❑ Fail ® Fee Inspection Pass 0 Fail 0 Fee Inspection Pass 0 Fail 0 Fee -\' , , Ra ,�yy \ City of iee Island • Community Develoi ent Dept. „% Inspection Report sum uf q r l 403 Butler Ave. • P.O. Box 2749 • Tybee Island GA 31328 :=�� INTERNATIONAL m == Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER i /?////j/0 Permit No. ,I/2- :.) / Date Requested Owner's Name // ,f! : ZL� Date Needed /.2/!,!,0 / ,. Gen. Contractor I,% - L ,0. vJ Subcontractor Contact Information /"rte/ Z-(-4%)• ., , Project Address 2) ) 7:=Q4-1,r-64z. Scope of Work bi-c-AA.J 1.14iNr- - ,_.I Inspector --'71`) Date of Inspection f 1') /; 1 / , LD Inspection 011/1 t" .,_-_-/----%_.' - i Pass El Fail ® Fee \,/-,'>> CO ,. � z.� ' e \ P7-;;OU'bE /\ atis 3„ Oc' r,) Ebg fUG ,;J }1 i-14.6(- ) Inspection Pass ❑ Fail ❑ Fee Inspection - Pass El Fail ❑ Fee Inspection Pass ❑ Fail 0 Fee ir, 4 City ofL)ee Island • Community Develo ent Dept. :•:`,*.t-_ 111" cl\ .'/) Inspection Report 403 Butler Ave. - P.O. Box 2749 • Tybee Island, GA 31328 maluli nom% INTERNATIONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 INTER CODE COUNCIL' / MEMBER Permit No. ) D-MZ./ Date Requested I 8 Owner's Name KiPK•JO-A-i) Date Needed / ;)//(4/ kD I ' Gen. Contractor , I ( t 7, i--)1TAL-X)P-) Subcontractor Contact Information Project Address I • 7-471, Scope of Work kJ t:::, 4 ::) IA I\,(71,;‘) , 1 '-'",-, / / Inspector 114 Date of Inspection 1/ Inspection I 1) — Pass El Fail 01,1 F-.4 IA 1 ) ( ---) 4/// ---)6 -f-) • Inspection Pass 0 Fail El Fee Inspection ' Pass El Fail El Fee Inspection Pass 0 Fail 0 Fee / ,,\ \ City of bee Island • Community Devels lent Dept. �S�•\ (-z- ) `_- Inspection Report oungit ``, a/! 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 E=�zi INTERNATIONAL `�M4,=,_e Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. /0 - Zf Date Requested ` l!`�/L) Owner's Name f// /..--vT .,�... Date Needed 9/ (//0 ` J Gen. Contractor ter', i - ?%-tA _5.:• Subcontractor Contact Information _/ Cam-/? - "7-2,73 L Project Address 7.I/ cf/ 2 Scope of Work . 4,1 .A.A.i J O/ \4.- Z.'_) f�. Inspector ---279 Date of Inspection `s Inspection / 2fj%sue f`, =- a— i<::- Pass Mal 0 Fee Inspection Pass ® Fail ® Fee 1-'? ,/ (-i f Inspection Pass 0 Fail ® Fee Inspection Pass 0 Fail ❑ Fee �:�KgtiE �y�\ r City of ■ee Island • Community Develo( ynt Dept. `% \N r Inspection Report ■ um i/ 403 Butler Ave. •• P.O. Box 2749 •• Tybee Island, GA 31328 � � Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No /0 CCU Z / �;'rw .r°;. Date Requested 4-71:- //,„--; 1 Owner's Name T// 1' Date Needed Gen. Contractor `i, ' • ' :/ J$-,J Subcontractor Contact Information /`mil __O. A 31 Project Address '2/1 1-3c):-/-4-/,17: Scope of Work AI i, J 1 / 1 . , _, Inspector 1 i 4 Date of Inspection i /170 Inspection / - � % /--�� / Pass El Fail RI Fee 4 ,_ Kb.4 -t -,--,___,..,,L_14, bi / ,- 1 Inspection Pass ❑ Fail ❑ Fee Inspection Pass E Fail 0 Fee Inspection Pass ❑ Fail 0 Fee ■. - t't1j. City of bee Island • Community Develc ent Dept. In S. 4. .••-_--... „ .",..■ , 1 Inspection Report SA- to Mai* 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 1 sammtri INTERZONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. 0 - 0 02 1 Date Requested R- -7, ! - ( ,----) , H --), , , , , , C q I Owner's Name 211 -t 1 e) L.....t (..," Date Needed - - I 0 _____ Gen. Contractor -' ) - I IKO nSon Subcontractor , --, Contact Information Po u i i‘,...... L.,--) t. , / ...___ .:,-, , Project Address 7 _ H R u-1.- k -Pr Ac' - Scope of Work (\_.9 A.-) Inspector ----iiq Date of Inspection 1 i / L) ( f Inspection - Pass 1:3 -r:::----/i6 ") j---t , i7,j !LA)4//11/1-74/0), ril) 0 Fee \ . Inspection Pass 0 Fail 0 Fee Inspection Pass I:2 Fail 0 Fee Inspection Pass 0 Fail Ei Fee 44411/14-4 P.,_ 14711€ 1:44) b-121,1 i a ��e'e psi �\\\ ( 4d °5: City of I ee Island • Community Develop !nt Dept. ��=, itt, ?LZ Inspection Report Elm* �� 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 1m�� INTERNATIONAL °rc<,z1=_, Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. /O 0/-)L.-7/ Date Requested ` .> j Owner's Name :7l/ j /, Date Needed / _-- Gem Contractor V- , %"rrJ ,. Subcontractor Contact Information , / ,.;i4-6,) . S r�-7 A Project Address 24/ f' Scope of Work /J 1=J / /.:, x -- f ? -- , Inspector --7(J Date of Inspection gi / L' ,') I / / Inspection ' ,,_ ,, , , .-. Pass a Fail 0 Fee //.4,2c::t) /2,:),(_ 6- /C„-) /57-77- ....-.4) Inspection Pass 0 Fail ❑ Fee Inspection Pass 0 Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee °� City of I `ee Island • Community Develop ant Dept. Get y >,y�, Y ,__ Y 0 Weak 1 •-< ' ":s Inspection Report amok �\ �/ 403 Butler Ave. • P.O. Box 2749 •• Tybee Island, GA 31328 19=�� ryP� Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. ' r) -1)1) 1 i Date Requested 41,1 2.0/RD Owner's Name ? i 1 ,)-1 1-1 1;7 2 7 7, LL( . Date Needed 0/20 / t ,..) Gen. Contractor . _ -- -,. .--)77't ,,)S&. Subcontractor Contact Information P/ 1 660 - L. Project Address --7 1 I -13J-°-1 1,;.4. Scope of Work . 1,.. ;7.4.,J L- ,xc,-=,j L)c Inspector .2 1 q1 Date of Inspection ' Inspection ;1 4a(-) I. i a��r. ,,-, ( (,,,: 4., Pass ® Fail ip Fee Ni0 —1—i-')V-\NYS Ok) --;4-F-'s / Inspection Pass ® Fail ® Fee Inspection • Pass 0 Fail ® Fee Inspection Pass ® Fail 0 Fee CITY OF TYBEE ISLAND, GEORGth APPLICATION FOR BUILDING PERMIT Location: // v �C�`L Gl�% 77f6.6.-- PIN # NAME ADDRESS TELEPHONE Owner le /IL°d-v -h OS-4 C-1/4.c� G-7.- Architect � �� or Engineer A c/<6-4 - x'3%3 ,�fb4co... %nt .e-4 7M g2.7--/56g5_ Building Contractor J. %441,50., at)-75 3 Z . (Check all that apply) I I Repair — Residential n Footprint Changes NI Renovation _ Single Family I f Discovery Minor Addition Duplex n Demolition Substantial Addition Multi-Family I Other //�� % Commercial Details of Project: /"a4cl Zoo A' / 4i' ,C/ A{ //�� / 1 ,pv l-a. .. c41 / ,�,� AA/, 2. Estimated Cost of Construction: $ t 3 50 0 er v J ( T ro n Construction Type (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other (please specify) (2) Wood & Masonry Steel & Masonry (3) Brick Veneer Proposed use: Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: #Units #Bedrooms #Bathrooms Lot Area Living space (total sq. ft.) # Off-street parking spaces Trees located & listed on site plan Access: Driveway (ft.) With culvert? With swale? Setbacks: Front Rear Sides (L) (R) # Stories Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On-site restroom facilities will be provided through On-site waste and debris containers will be provided by Construction debris will be disposed by by means of I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as-built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: ; 0 Signature of Applicant: Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification NFIP Flood Zone Approved rezoning/variance? Street address and number: New Existing Is it in compliance with City map? If not, has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Signature Date FEES Zoning Administrator Permit Code Enforcement Officer Inspections Water/Sewer Water Tap Storm/Drainage Sewer Stub Inspections Inspections maw Aid to Const. City Manager TOTAL DEFT.OF NATURAL NATUP 4,�1tPP. e i ? GEORGIA ,�4'5' Permit Acknowledgement of Asbestos/Environmental Notification to Georgia EPD for I Projects Involving Demolition, Wrecking, or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. Undersigned to .. v Printed Name Office Use Only: Project Address: Permit Number: 11 ( Rtn e)-44. al a C r 3 (y aA-Q_)-- Mge.s-S C'3/14 - inch VI12--es5 Lik a-\s- 5- 'i -2.e (,lal-e_r- or42--\-€)-S. aS-e- cz-+ --4.9_ `, , Q, ? r it/ r Co o ,,, 44 u-dl orefrk ept ,e �(t Lf 611 -- q 2 7P ‘Ds --10 - to 0 -Per lc MAYOR `CO 4 CITY MANAGER Jason Buelterman 4 O Diane Schleicher F CLERK OF COUNCIL CITY COUNCIL , Shirley Sessions,Mayor Pro Tern *� Vivian Woods Wanda D.Doyle Bill Garbett CITY ATTORNEY Frank Schuman,Sr. Edward M.Hughes Kathryn Williams °vrl �*,• in)Paul Wolff CITY OF TYBEE ISLAND June 28, 2010 Mr. Paul Theron We Do It Construction 43 Angel Oaks Dr. Savannah, Georgia 31410 RE: DRY FLOODPROOFING—211 BUTLER AVENUE, TYBEE ISLAND, GEORGIA Dear Mr. Theron: The City of Tybee Island has approved the non-residential portion of the building under construction at 211 Butler Avenue, Tybee Island, Georgia,to utilize dry floodproofing techniques as allowed by the City's Land Development Code, Article 8,Flood Damage Prevention. A copy of the ordinance is attached. Sincerely, Dianne K. Otto, CFM Zoning Specialist Enc: Ordinance 24-2008 Cc: Jonathan Lynn, City of Tybee Island Mark Boswell, Boswell Design Services Downer Davis, Davis Engineering P.O.Box 2749—403 Butler Avenue,Tybee Island,Georgia 31328-2749 (912)786-4573—FAX(912)786-5737 www.cityoftybee.org Dianne Otto From: Dianne Otto Sent: Monday, June 28, 2010 1:55 PM To: Jonathan Lynn; lahbos @bellsouth.net; 'Downer Davis' Subject: FW: 211 Butler Attachments: image001.png; image002.jpg; image003.jpg; image004.png; floodproofing 211 Butler.pdf See attachment. This was prepared at the request of Mark Boswell. I do not have an email address for Paul Theron so the original will be mailed to him today. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Jonathan Lynn Sent: Thursday, June 24, 2010 3:13 PM To: Dianne Otto; 'Downer Davis' Subject: 211 Butler I just had a conversation with Mark Boswell regarding 211 Butler. I think that one of you two would be better equipped to help him out as you are the floodproofing gurus of Tybee.What they are needing is a letter from the City stating that the floodproofing of the building is allowed by Tybee under a specific code,which I am a assuming to be a FEMA regulation.They need this in order for a "reasonable" rate on flood insurance. Mark said without this letter they are looking at around $20,000/year. Let me know if I can help out with this one. tr. Jonathan Lynn mailto:jlynn @cityoftybee.org :- •4, Planning&Zoning Manager ,..! City of Tybee Island http://www.citvoftvbee.org/ - i 403 Butler Ave PO Box 2749 a+„ Tybee Island,GA 31328 Phone: (912)786-4573 x107 Fax:(912)786-9539 IriFind us oft Facebook Citizen Alert Notification Sign Up! FOLLOW US ON 1 Dianne Otto From: Jonathan Lynn Sent: Thursday, June 24, 2010 3:13 PM To: Dianne Otto; 'Downer Davis' Subject: 211 Butler I just had a conversation with Mark Boswell regarding 211 Butler. I think that one of you two would be better equipped to help him out as you are the floodproofing gurus of Tybee.What they are needing is a letter from the City stating that the floodproofing of the building is allowed by Tybee under a specific code,which I am a assuming to be a FEMA regulation.They need this in order for a "reasonable" rate on flood insurance. Mark said without this letter they are looking at around $20,000/year. Let me know if I can help out with this one. v ;., Jonathan Lynn mailto:ilynn(cacityoftybee.org '-%, Planning&Zoning Manager �j r City of Tybee Island http://www.cityoftybee.org/ ,, 403 Butler Ave stiff ;27 PO Box 2749 �; Tybee Island,GA 31328 Phone: (912)786-4573 x107 Fax:(912)786-9539 - orx '' I lig Find us on Facebook Citizen Alert Notification Sign Up I► 4, .piierimirerms.nuririp-74.--41, �— t1 Co 2g-� � FOLLOW US O o i c h o— , I a ovL ' � ,� eS 7it0r<.J ' � 4- m_-4- "� s c..' " S 1 (contains freeboard/5 yr rule) ORDINANCE NO.24-2008 AN ORDINANCE TO AMEND THE CODE OF ORDINANCES RELATING TO LAND DEVELOPMENT AND FLOOD DAMAGE PREVENTION TO AMEND SECTION 8 OF THE LAND DEVELOPMENT CODE AND TO AMEND SECTION 5-100 OF THE CODE OF ORDINANCES FOR THE CITY OF TYBEE ISLAND,GEORGIA WHEREAS, the duly elected governing authority for the City of Tybee Island, Georgia, is authorized under Article 9, Section 2, Paragraph 3 of the Constitution of the State of Georgia to adopt reasonable ordinances to protect and improve the public health, safety, and welfare of the citizens of Tybee Island,Georgia, and WHEREAS, the duly elected governing authority for the City of Tybee Island, Georgia, is the Mayor and Council thereof,and WHEREAS,the governing authority desires to adopt ordinances under it police, zoning, and home rile powers, WHEREAS,the City of Tybee Island desires to amend the Code of Ordinances relating to flood damage prevention and also to provide for variances from the requirements of the flood damage prevention ordinance, to repeal the existing flood damage prevention ordinance, to provide for codification and to provide an effective date and other purposes, NOW, THEREFORE, be it ordained by the governing authority of'the City of Tybee Island that the code of'ordinances is amended so that Land Development Code Section 8 shall read as follows: SECTION I Land Development Code-Section 8 FLOOD DAMAGE PREVENTION ORDINANCE ARTICLE 1. STATUTORY AUTHORIZATION,FINDINGS OF_FACT,PURPOSE AND, OBJECTIVES SECTION A. STATUTORY AUTHORIZATION Article IX, Section II of the Constitution of the State of Georgia and Section 36-1-20(a)of the Official Code of Georgia Annotated have delegated the responsibility to local governmental units to adopt regulations designed to promote the public health, safety,and general welfare of its citizenry. Therefore,the Mayor and Council of the City of Tybee Island, Georgia does ordain as follows: SECTION B. FINDINGS Old FACT, (1) The flood hazard areas of Tybee Island,Georgia are subject to periodic inundation which results in loss of life and property,health and safety hazards, disruption of commerce and governmental services,extraordinary public expenditures for flood relief and protection,and impairment of the tax base,all of which adversely affect the public health,safety and general welfare. (2) These flood losses are caused by the occupancy in flood hazard areas of uses vulnerable to floods,which are inadequately elevated, flood proofed,or otherwise unprotected from flood damages,and by the cumulative effect of obstructions in floodplains causing increases in flood heights and velocities. SECTION C. STATEMENT OF PURPOSE It is the purpose of this ordinance to promote the public health,safety and general welfare and to minimize public and private losses due to flood conditions in specific areas by provisions designed to: (1) require that uses vulnerable to floods,including facilities, which serve such uses, be protected against flood damage at the time of initial construction; (2) restrict or prohibit uses which are dangerous to health, safety and property due to water or erosion hazards,or which increase flood heights,velocities,or erosion; (3) control filling,grading,dredging and other development which may increase flood damage or erosion,and; (4) prevent or regulate the construction of flood barriers which will unnaturally divert flood waters or which may increase flood hazards to other lands; (5) control the alteration of natural floodplains,stream channels,and natural protective barriers,which are involved in the accommodation of floodwaters. SECTION D. OBJECTIVES The objectives of this ordinance are: (1) to protect human life and health; (2) to minimize damage to public facilities and utilities such as water and gas mains, electric,telephone and sewer lines,streets and bridges located in floodplains; (3) to help maintain a stable tax base by providing for the sound use and development of flood prone areas in such a manner as to minimize flood blight areas, (4) to minimize expenditure of public money for costly flood control projects; (5) to minimise the need for rescue and relief efforts associated with flooding and generally undertaken at the expense of the general public; (6) to minimize prolonged business interruptions,and; (7) to insure that potential homebuyers are notified that property is in a flood area. ARTICLE 2.GENERAL PROVISIONS SECTION A. LANDS TO WHICH THIS ORDINANCE APPLIES This ordinance shall apply to all Areas of Special Flood Hazard within the jurisdiction of Tybee Island, Georgia. SECTION B. BASIS FOR AREA OF SPECIAL FLOOD HAZARD The Areas of Special Flood Hazard identified by the Federal Emergency Management Agency (FEMA)in its Flood Insurance Study(FIS),dated September 26,2008,with accompanying maps and other supporting data and any revision thereto, are adopted by reference and declared a part of this ordinance. For those land areas acquired by a municipality through annexation,the current effective FIS,supporting data and any revision thereto, for Chatham County,Georgia, dated September 26,2008 are hereby adopted by reference. Areas of Special Flood Hazard may also include those areas known to have flooded historically or defined through standard engineering analysis by governmental agencies or private parties but not yet incorporated in a FIS. The Repository for public inspection of the Flood Insurance Study(FIS),accompanying maps and other supporting data is located: Building and Zoning Department,403 Butler Avenue, Tybee Island, Georgia 31328. SECTION C. ESTABLISHMENT OF DEVELOPMENT PERMIT A Development Permit shall be required in conformance with the provisions of this ordinance PRIOR to the commencement of any Development activities. SECTION D. COMPLIANCE No structure or land shall hereafter be located,extended,converted or altered without full compliance with the terms of this ordinance and other applicable regulations. SECTION E. ABROGATION AND GREATER RESTRICTIONS This ordinance is not intended to repeal,abrogate, or impair any existing ordinance,easements, covenants,or deed restrictions. However,where this ordinance and another conflict or overlap, whichever imposes the more stringent restrictions shall prevail. SECTION F. INTERPRETATION In the interpretation and application of this ordinance all provisions shall be: (1)considered as minimum requirements;(2)liberally construed in favor of the governing body, and;(3)deemed neither to limit nor repeal any other powers granted under state statutes. SECTION G.WARNING AND DISCLAIMER OF LIABILITY The degree of flood protection required by this ordinance is considered reasonable for regulatory purposes and is based on scientific and engineering considerations. Larger floods can and will occur;flood heights may be increased by man-made or natural causes. This ordinance does not imply that land outside the Areas of Special Flood Hazard or uses permitted within such areas will be free from flooding or flood damages. This ordinance shall not create liability on the part of the City of Tybee Island,Georgia or by any officer or employee thereof for any flood damages that result from reliance on this ordinance or any administrative decision lawfully made thereunder. SECTION Id. PENALTIES FOR VIOLATION Failure to comply with the provisions of this ordinance or with any of its requirements,including conditions and safeguards established in connection with grants of variance or special exceptions shall constitute a violation. Any person who violates this ordinance or fails to comply with any of its requirements shall,upon conviction thereof,be fined not more than$1000.00,or imprisoned for not more than six(6)months,or both,and in addition, shall pay all costs and expenses involved in the case. Each day such violation continues shall be considered a separate offense. Nothing herein contained shall prevent the City of Tybee Island, Georgia from taking such other lawful actions as is necessary to prevent or remedy any violation. ARTICLE 3. ADMINISTRATION SECTION A. DESIGNATION OF ORDINANCE ADMINISTRATOR The designated representative of the Building and Zoning Department,Tybee Island,Georgia is hereby appointed to administer and implement the provisions of this ordinance. SECTION B. PERMIT PROCEDURES Application for a Building Permit shall be made to the Building and Zoning Department Tybee Island,Georgia on forms furnished by the community PRIOR to any development activities,and may include,but not be limited to the following: plans in duplicate drawn to scale showing the elevations of the area in question and the nature,location,dimensions,of existing or proposed structures,earthen fill placement,storage of materials or equipment,and drainage facilities. Specifically,the following information is required: (1) Application Stage- (a) Elevation in relation to mean sea level(or highest adjacent grade)of the lowest floor,including basement,of all proposed structures; (b) Elevation in relation to mean sea level to which any non-residential structure will be flood-proofed; (c) Design certification from a registered professional engineer or architect that any proposed non-residential flood-proofed structure will meet the flood-proofing criteria of Article 4,Section B(2)and D(2); (d) Design certification from a registered professional engineer or architect that any new construction or substantial improvement placed in a Coastal High Hazard Area will meet the Criteria of Article 4, Section F(5); (e) Description of the extent to which any watercourse will be altered or relocated as a result of a proposed development,and; (2) Construction Stage- For all new construction and substantial improvements,the permit holder shall provide to the Building and Zoning Department Tybee Island,Georgia an as built certification of the regulatory floor elevation or flood proofing level immediately after the lowest floor or flood proofing is completed. Where a structure is subject to the provisions applicable to Coastal High Hazards Areas,after placement of the lowest horizontal structural members. Any regulatory floor certification made relative to mean sea level shall be prepared by or under the direct supervision of a registered land surveyor or professional engineer and certified by same. When flood proofing is utilized for non-residential structures, said certification shall be prepared by or under the direct supervision of a professional engineer or architect and certified by same. Any work undertaken prior to submission of these certifications shall be at the permit holder's risk. The Building and Zoning Department Tybee Island,Georgia shall review the above referenced certification data submitted.. Deficiencies detected by such review shall be corrected by the permit holder immediately and prior to further progressive work being allowed to proceed. Failure to submit certification or failure to make said corrections required hereby,shall be cause to issue a stop-work order for the project. SECTION C. DUTIES AND RESPONSIBILITIES OF THE ADMINISTRATOR Duties of the Building and Zoning Department Tybee Island, Georgia shall include,but shall not be limited to: (1) Review all development permits to assure that the permit requirements of this ordinance have been satisfied; (2) Review proposed development to assure that all necessary permits have been received from governmental agencies from which approval is required by Federal or State law,including section 404 of the Federal Water Pollution Control Act Amendments of 1972 33 U.S.C. 1334. Require that copies of such permits be provided and maintained on file. (3) Review all permit applications to determine whether proposed building sites will be reasonably safe from flooding. (4) When Base Flood Elevation data or floodway data have not been provided in accordance with Article 2 Section B,then the Building and Zoning Department Tybee Island,Georgia shall obtain,review and reasonably utilize any base flood elevation and floodway data available from a Federal,State or other sources in order to R lminister the provisions of Article 4. (5) Review and record the actual elevation in relation to mean sea level(or highest adjacent grade)of the regulatory floor,including basement,of all new or substantially improved structures in accordance with Article 3, Section B (2). (6) Review and record the actual elevation,in relation to mean sea level to which any new or substantially improved structures have been flood proofed,in accordance with Article 4,Section B (2)and D(2). (7) When flood-proofing is utilized for a structure,the Building and Zoning Department Tybee Island,Georgia shall obtain certification of design criteria from a registered professional engineer or architect in accordance with Article 3(B)(lxc)and Article 4(B)(2)or(D)(2). (8) Obtain design certification from a registered professional engineer or architect that any new construction or substantial improvement placed in a Coastal High Hazard Area will meet the criteria of Article 4,Section F(5). (9) Make substantial clammge determinations following a flood event or any other event that causes damage to structures in flood hazard areas. (10) Notify adjacent communities and the Georgia Department of Natural Resources prior to any alteration or relocation of a watercourse and submit evidence of such notification to the Federal Emergency Management Agency(FEMA). (11) For any altered or relocated watercourse,submit engineering data/analysis within six(6)months to FEMA to ensure accuracy of community flood maps through the Letter of Map Revision process. Assure flood carrying capacity of any altered or relocated watercourse is maintained. (12) Where interpretation is needed as to the exact location of boundaries of the Areas of Special Flood Hazard(for example,where there appears to be a conflict between a mapped boundary and actual field conditions)the Building and Zoning Department Tybee Island, Georgia shall make the necessary interpretation. Any person contesting the location of the boundary shall be given a reasonable opportunity to appeal the interpretation as provided in this Ordinance. (13) All records pertaining to the provisions of this ordinance shall be maintained in the office of the Building and Zoning Department 403 Butler Ave.Tybee Island, Georgia, and shall be open for public inspection. ARTICLE 4. PROVISIONS FOR EL OOD HAZARD REDUCTION SECTION A. GENERAL STANDARDS In ALL Areas of Special Flood Hazard the following provisions are required: (1) New construction and substantial improvements of existing structures shall be anchored to prevent flotation,collapse or lateral movement of the structure; (2) New construction and substantial improvements of existing structures shall be constructed with materials and utility equipment resistant to flood damage; (3) New construction or substantial improvements of existing structures shall be constructed by methods and practices that minimize flood damage; (4) Elevated Buildings•All New construction or substantial improvements of existing structures that include ANY fully enclosed area located below the lowest floor formed by foundation and other exterior walls shall be designed so as to be an unfinished or flood resistant enclosure. The enclosure shall be designed to equalize hydrostatic flood forces on exterior walls by allowing for the automatic entry and exit of floodwater. (NOT APPLICABLE IN COASTAL HIGH HAZARD AREAS). (a) Designs for complying with this requirement must either be certified by a professional engineer or architect or meet the following minimum criteria: (i) Provide a minimum of two openings having a total net area of not less than one square inch for every square foot of enclosed area subject to flooding; (ii) The bottom of all openings shall be no higher than one foot above grade;and, (iii) Openings may be equipped with screens,louvers, valves or other coverings or devices provided they permit the automatic flow of floodwater in both directions. (b) So as not to violate the"Lowest Floor" criteria of this ordinance,the unfinished or flood resistant enclosure shall only be used for parking of vehicles,limited storage of maintenance equipment used in connection with the premises, or entry to the elevated area,and (c) The interior portion of such enclosed area shall not be partitioned or finished into separate rooms. (5) All heating and air conditioning equipment and components(including ductwork), all electrical,ventilation,plumbing fixtures,and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating within the components during conditions of flooding. (6) Manufactured homes shall be anchored to prevent flotation,collapse,or lateral movement. Methods of anchoring may include,but are not limited to,use of over-the-top or frame ties to ground anchors. This standard shall be in addition to and consistent with applicable State requirements for resisting wind forces. (7) New and replacement water supply systems shall be designed to minimize or eliminate infiltration of flood waters into the system; (8) New and replacement sanitary sewage systems shall be designed to minimize or eliminate infiltration of flood waters into the systems and discharges from the systems into flood waters; (9) On-site waste disposal systems shall be located and constructed to avoid impairment to them or contamination from them during flooding,and; (10) Any alteration,repair,reconstruction or improvement to a structure,which is not compliant with the provisions of this ordinance,shall be undertaken only if the non-conformity is not furthered, extended or replaced. SECTION B. SPECIFIC STANDARDS In ALL Areas of Special Flood Hazard designated as Al-30,AE,AH,A(with estimated BFE), the following provisions are required: (1) New construction and/or substantial improvements-Where base flood elevation data are available,new construction and/or substantial improvement of any structure or manufactured home shall have the lowest floor,including basement,elevated no lower than one foot above the base flood elevation. Should solid foundation perimeter walls be used to elevate a structure,openings sufficient to facilitate the unimpeded movements of flood waters shall be provided in accordance with standards of Article 4,Section A(4), "Elevated Buildings". a.All heating and air conditioning equipment and components(including ductwork), all electrical,ventilation,plumbing fixtures and other service facilities shall be elevated at or above one foot above the base flood elevation. (2) Non-Residential Construction-New construction and/or the substantial improvement of any structure located in Al-30,AE, or AH zones,may be flood- proofed in lieu of elevation. The structure,together with attendant utility and sanitary facilities,must be designed to be water tight to one(1)foot above the base flood elevation,with walls substantially impermeable to the passage of water, and structural components having the capability of resisting hydrostatic and hydrodynamic loads and the effect of buoyancy. A registered professional engineer or architect shall certify that the design and methods of construction are in accordance with accepted standards of practice for meeting the provisions above,and shall provide such certification to the official as set forth above and in Article 3,Section C.(6). (3) Standards for Manufactured Homes and Recreational Vehicles-Where base flood elevation data are available: (a) All manufactured homes placed and/or substantially improved on: (1) individual lots or parcels, (2)in new and/or substantially improved manufactured home parks or subdivisions,(3)in expansions to existing manufactured home parks or subdivisions,or(4)on a site in an existing manufactured home park or subdivision where a manufactured home has incurred"substantial damage"as the result of a flood,must have the lowest floor including basement, elevated no lower than one foot above the base flood elevation. (b) Manufactured homes placed and/or substantially improved in an either existing manufactured home park or subdivision may be elevated so that: (i) The lowest floor of the manufactured home is elevated no lower than one foot above the level of the base flood elevation,or (ii) The manufactured home chassis is elevated and supported by reinforced piers(or other foundation elements of at least an equivalent strength)of no less than 36 inches in height above grade. (c) All manufactured homes must be securely anchored to an adequately anchored foundation system to resist flotation,collapse and lateral movement. (ref.Article 4(A)(6)above) (d) All recreational vehicles placed on sites must either: (i) Be on the site for fewer than 180 consecutive days, (ii) Be fully licensed and ready for highway use, (a recreational vehicle is ready for highway use if it is licensed,on its wheels or jacking system,attached to the site only by quick disconnect type utilities and security devices, and has no permanently attached structures or additions),or (iii) The recreational vehicle must meet all the requirements for"New Construction",including the anchoring and elevation requirements of Article 4, Section B (3)(aXc), above. (4). Floodwav-Located within Areas of Special Flood Hazard established in Article 2,Section B,are areas designated as floodway. A floodway may be an extremely hazardous area due to velocity floodwaters,debris or erosion potential. In addition,the area must remain free of encroachment in order to allow for the discharge of the base flood without increased flood heights. Therefore,the following provisions shall apply: (a) Encroachments are prohiiited,including earthen fill,new construction, substantial improvements or other development within the regulatory floodway.Development may be permitted however,provided it is demonstrated through hydrologic and hydraulic analyses performed in accordance with standard engineering practice that the encroachment shall not result in ANY increase in flood levels or floodway widths during a base flood discharge.A registered professional engineer must provide supporting technical data and certification thereof, (b) ONLY if Article 4(B)(4)(a)above is satisfied,then any new construction or substantial improvement shall comply with all other applicable flood bard reduction provisions of Article 4. SECTION C.BUILDING STANDARDS FOR STREAMS WITHOUT ESTABLISHED BASE FLOOD ELEVATIONS AND/OR FLOODWAY IA-ZONES) Located within the Areas of Special Flood Hazard established in Article 2,Section B,where streams exist but no base flood data have been provided(A-Zones), OR where base flood data have been provided but a Floodway has not been delineated,the following provisions apply: (1) When base flood elevation data or floodway data have not been provided in accordance with Article 2(B),then the Building and Zoning Department shall obtain,review,and reasonably utilize any scientific or historic base flood elevation and floodway data available from a Federal,State,or other source,in order to administer the provisions of Article 4. ONLY if data are not available from these sources,then the following provisions (2&3)shall apply: (2) No encroachments,including structures or fill material, shall be located within an area equal to the width of the stream or twenty-five feet,whichever is greater, measured from the top of the stream bank,unless certification by a registered professional engineer is provided demonstrating that such encroachment shall not result in more than one foot increase in flood levels during the occurrence of the base flood discharge. (3) In special flood hazard areas without base flood elevation data,new construction and substantial improvements of existing strictures shall have the lowest floor of the lowest enclosed area(including basement)elevated no less than three feet above the highest adjacent grade at the building site. (NOTE: Require the lowest floor to be elevated one foot above the estimated base flood elevation in A-Zone areas where a Limited Detail Study has been completed). Openings sufficient to facilitate the unimpeded movements of floodwaters shall be provided in accordance with standards of Article 4,Section A(4)"Elevated Buildings". (a) All heating and air conditioning equipment and components (including ductwork), all electrical,ventilation,plumbing fixtures,and other service facilities shall be elevated no less than three feet above the highest adjacent grade at the building site. The Building and Zoning Department shall certify the lowest floor elevation level and the record shall become a permanent part of the permit file. SECTION D.STANDARDS FOR AREAS OF SPECIAL FLOOD HAZARD (ZONES AE)WITH ESTABLISHED BASE FLOOD ELEVATIONS, WITHOUT DESIGNATED FLOODWAYS Located within the Areas of Special Flood Hazard established in Article 2,Section B,where streams with base flood elevations are provided but no floodways have been designated,(Zones AE)the following provisions apply: (1) No encroachments,including fill material,new structures or substantial improvements shall be located within areas of special flood hazard,unless certification by a registered professional engineer is provided demonstrating that the cumulative effect of the proposed development,when combined with all other existing and anticipated development,will not increase the water surface elevation of the base flood more than one foot at any point within the community. The engineering certification should be supported by technical data that conforms to standard hydraulic engineering principles. (2) New construction or substantial improvements of buildings shall be elevated or flood-proofed to elevations established in accordance with Article 4, Section B. SECTION E. STANDARDS FOR AREAS OF SHALLOW FLOODING(AO ZONES) Areas of Special Flood Hazard established in Article 2,Section B,may include designated"AO" shallow flooding areas. These areas have base flood depths of one to three feet(1'-3')above ground,with no clearly defined channel. The following provisions apply: (1) All new construction and substantial improvements of residential and non- residential structures shall have the lowest floor,including basement,elevated to the flood depth number specified on the Flood Insurance Rate Map(FIRM), above the highest adjacent grade. If no flood depth number is specified,the lowest floor,including basement,shall be elevated at least three feet(3)above the highest adjacent grade. Openings sufficient to facilitate the unimpeded movements of flood waters shall be provided in accordance with standards of Article 4, Section A(4),"Elevated Buildings". The surveyor,architect,or engineer shall certify the lowest floor elevation level and the record shall become a permanent part of the permit file. (2) New construction or the substantial improvement of a non-residential structure may be flood-proofed in lieu of elevation. The structure,together with attendant utility and sanitary facilities,must be designed to be water tight to the specified FIRM flood level plus one foot,above highest adjacent grade,with walls substantially impermeable to the passage of water,and structural components having the capability of resisting hydrostatic and hydrodynamic loads and the effect of buoyancy. A registered professional engineer or architect shall certify that the design and methods of construction are in accordance with accepted standards of practice for meeting the provisions above, and shall provide such certification to the official as set forth above and as required in Articles 3(BXI)(c) and(3)(13)(2). (3) Drainage paths shall be provided to guide floodwater around and away from any proposed structure. SECTION F. COASTAL HIGH HAZARD AREAS(V-ZONES) Located within the areas of special flood hazard established in Article 2,Section B,are areas designated as Coastal High Hazard Areas(V-Zones). These areas have special flood hazards associated with wave action and storm surge,therefore,the following provisions shall apply: (1) All new construction and substantial improvements of existing structures shall be located landward of the reach of mean high tide; (2) All new construction and substantial improvements of existing structures shall be elevated on piles,columns,or shear walls parallel to the flow of water so that the bottom of the lowest supporting horizontal structural member(excluding pilings or colnm m)is located no lower than one foot above the base flood elevation level. All space below the lowest supporting member shall remain free of obstruction or constructed with non-supporting breakaway walls. Open wood lattice work or decorative screening may be permitted for aesthetic purposes only and must be designed to wash away in the event of abnormal wave action and in accordance with Article 4,Section E(6)below; (3) All new construction and substantial improvements of existing structures shall be securely anchored on pilings,columns,or shear walls;and (4) All pile and column foundations and the structures attached thereto shall be anchored to resist flotation,collapse,and lateral movement due to the combined effects of wind and water loads acting simultaneously on ALL building components,both(non-structural and structural). Water loading values shall equal or exceed those of the base flood. Wind loading values shall be in accordance with the most current edition of the(ICC)International Building Codes. (5) A registered professional engineer or architect shall certify that the design, specifications and plans for construction are in compliance with the provisions contained in Article 4,Section F(2X3)(4)herein. (6) All space below the lowest horizontal supporting member must remain free of obstruction. Open wood lattice work or decorative screening may be permitted for aesthetic purposes only and must be designed to wash away in the event of abnormal wave action without causing structural damAge to the supporting foundation or elevated portion of the structure. The following design specifications are allowed: (a) No solid walls shall be allowed,and; (b) Material shall consist of open wood lattice or mesh screening only. (c) If aesthetic open wood lattice work or screening is utilized, any enclosed space shall not be used for human habitation, but shall be designed to be used only for parking of vehicles, building access, or limited storage of maintenance equipment used in connection with the premises. (7) Prior to construction, plans for any structures having open wood latticework or decorative screening must be shown on the plans submitted to the Building and Zoning Department Tybee Island,Georgia for review and approval; (8) Any alteration, repair, reconstruction or improvement to any structure shall not enclose the space below the lowest floor except with open wood latticework or decorative screening,as provided in this Section. (9) There shall be no fill used as structural support. Non-compacted fill may be used around the perimeter of a building for landscaping/aesthetic purposes provided the fill will wash out from storm surge, (thereby rendering the building free of obstruction) prior to generating excessive loading forces,ramping effects, or wave deflection. The Building and Zoning Department Tybee Island, Georgia shall approve design plans for landscaping/aesthetic fill only after the applicant has provided an analysis by an engineer, architect, and/or soil scientist, which demonstrates that the following factors have been fully considered: (a) Particle composition of fill material does not have a tendency for excessive natural compaction; (b) Volume and distribution of fill will not cause wave defection to adjacent properties;and (c) Slope of fill will not cause wave run-up or ramping. (10) There shall be no alteration of sand dunes or mangrove stands,which would increase potential flood damage; (11) Prohibit the placement of manufactured homes(mobile homes),except in an existing manufactured homes park or subdivision. A replacement manufactured home may be placed on a lot in an existing manufactured home park or subdivision provided the anchoring standards of Article 4,Section B(3)are met. SECTION G. STANDARDS FOR SUBDIVISIONS (1) All subdivision and/or development proposals shall be consistent with the need to minimize flood damage; (2) All subdivision and/or development proposals shall have public utilities and facilities such as sewer,gas,electrical and water systems located and constructed to minimize flood damage; (3) All subdivision and/or development proposals shall have adequate drainage provided to reduce exposure to flood hazards,and; (4) For subdivisions and/or developments greater than fifty(50)lots or five(5)acres, whichever is less,base flood elevation data shall be provided for subdivision and all other proposed development,including manufactured home parks and subdivisions. Any changes or revisions to the flood data adopted herein and shown on the FIRM shall be submitted to FEMA for review as a Conditional Letter of Map Revision(CLOMR)or Conditional Letter of Map Amendment (CLOMA),whichever is applicable. Upon completion of the project,the developer is responsible for submitting the"as-built"data to FEMA in order to obtain the final LOMR. SECTION H. STANDARD FOR CRITICAL FACILITIES (1) Critical facilities shall be elevated to or above the 100-year floodplain or the 500-year floodplain. (2) All ingress and egress from any critical facility must be protected to the 500-year flood elevation. ARTICLE 5. VARIANCE PROCEDURES (A) The Planning Commission as established by the Mayor and Council of Tybee Island, Georgia shall hear and make recommendations to the Mayor and Council for appeals or variance from the requirements of this ordinance. (B) Any person aggrieved by the decision of the Mayor and Council may appeal such decision to the Superior Court of Chatham County, Georgia as provided in state law. (C) Variances may be issued for the repair or rehabilitation of Historic Structures upon a determination that the proposed repair or rehabilitation will not preclude the structure's continued designation as a Historic Structure and the variance is the minimum to preserve the historic character and design of the structure. (D) Variances may be issued for development necessary for the conduct of a functionally dependent use,provided the criteria of this Article are met,no reasonable alternative exists,and the development is protected by methods that minimize flood damage during the base flood and create no additional threats to public safety. (E) Variances shall not be issued within any designated floodway if ANY increase in flood levels during the base flood discharge would result. (F) In reviewing such requests,the Planning Commission shall consider all technical evaluations,relevant factors,and all standards specified in this and other sections of this ordinance. (G) Conditions for Variances: (1) A variance shall be issued ONLY when there is: (i)a finding of good and sufficient cause, (ii)a determination that failure to grant the variance would result in exceptional hardship,and; (iii)a determination that the granting of a variance will not result in increased flood heights,additional threats to public safety, extraordinary public expense, create nuisance, cause fraud on or victimization of the public,or conflict with existing local laws or ordinances. (2) The provisions of this Ordinance are minimum standards for flood loss reduction;therefore any deviation from the standards must be weighed carefully. Variances shall only be issued upon a determination that the variance is the minimum necessary, considering the flood hazard,to afford relief; and,in the instance of an Historic Structure, a determination that the variance is the minimum necessary so as not to destroy the historic character and design of the building. (3) Any applicant to whom a variance is granted shall be given written notice specifying the difference between the base flood elevation and the elevation of the proposed lowest floor and stating that the cost of flood insurance will be commensurate with the increased risk to life and property resulting from the reduced lowest floor elevation. (4) Every applicant to whom a variance is granted from the elevation requirements for the lowest floor elevation is required to have such variance noted on the deed and the plat to the deed for the property on which the structure is,or is to be,located. Such notation shall read as follows: A lowest floor elevation variance of feet has been approved by the City of Tybee Island for a structure located on this property. The structure is identified as a(Note: SELECT ONE) single-family,duplex of multi-family dwelling,or commercial building)located at . It should be noted that such variance may significantly increase the flood insurance premiums for this property, as well as increase the likelihood of flood damage to the structure and its contents. Said variance was issued upon petition of the property owner and was issued with the owner's full knowledge of the consequences to the present and future owners which may result therefrom. A copy of the deed shall be filed by the Owner with the Building and Zoning Department of the City of Tybee Island within two weeks of receipt of formal notification of approval of a variance by the City of Tybee Island. (5) The Building and Zoning Department Tybee Island,Georgia shall maintain the records of all appeal actions and report any variances to the Federal Emergency Management Agency upon request. (I) Upon consideration of the factors listed above and the purposes of this ordinance, the Planning Commission and/or Mayor and Council of Tybee Island,Georgia may attach such conditions to the granting of variances as it deems necessary to further the purposes of this ordinance. ARTICLE 6. DEFINITIONS, Unless specifically defined below,words or phrases used in this ordinance shall be interpreted so as to give them the meaning they have in common usage and to give this ordinance its most reasonable application. "Accessory Structure"means a structure having minimal value and used for parking, storage and other non-habitable uses,such as garages, carports,storage sheds,pole barns,hay sheds and the ldce. "Addition (to an existing buildina)"means any walled and roofed expansion to the perimeter of a building in which the addition is connected by a common load-bearing wall other than a firewall. Any walled and roofed addition,which is connected by a firewall or is separated by an independent perimeter load bearing wall,shall be considered "New Construction". "Appeal"means a request for a review of the Planning Commission and/or Mayor and Council of Tybee Island,Georgia interpretation of any provision of this ordinance. "Area of shallow flooding"means a designated AO or AH Zone on a community's Flood Insurance Rate Map(FIRM)with base flood depths from one to three feet,and/or where a clearly defined channel does not exist,where the path of flooding is unpredictable and indeterminate,and where velocity flow may be evident. "Area of special flood hazard" is the land in the floodplain within a community subject to a one percent or greater chance of flooding in any given year. In the absence of official designation by the Federal Emergency Management Agency,Areas of Special Flood Hazard shall be those designated by the local community and referenced in Article 2,Section B. 'Base flood,"means the flood having a one percent chance of being equaled or exceeded in any given year. "Base Flood Elevation(BFE)" The elevation shown on the Flood Insurance Rate Map for Zones AE,AH,Al-A30,AR,ARIA,ARJAE,AR/Al-A30,AR/AH,AR/AO,V1-V30,and VE that indicates the water surface elevation resulting from a flood that has a one percent chance of equaling or exceeding that level in any given year. "Basement"means that portion of a building having its floor sub grade(below ground level)on all sides. "Breakaway wall"means a well that is not part of the structure support of the building and is intended through its design and construction to collapse under wind and water loads without causing collapse,displacement,or other structural damage to the elevated portion of the building or supporting foundation system. "Building,"means any structure built for support, shelter,or enclosure for any occupancy or storage. "Critical Facility",means any public or private facility,which,if flooded,would create an added dimension to the disaster or would increase the hazard to life and health. Critical facilities include: a. Structures or facilities that produce,use,or store highly volatile,flammable, explosive,toxic,or water-reactive materials; b. Hospitals and nursing homes,and housing for the elderly,which are likely to contain occupants who may not be sufficiently mobile to avoid the loss of life or injury during flood and storm events; c. Emergency operation centers or data storage centers which contain records or services that may become lost or inoperative during flood and stonn events;and generating plants,and other principal points of utility lines. d. Generating plants, and other principal points of utility lines. "Development" means any man-made change to improved or unimproved real estate,including, but not limited to,buildings or other structures,mining,dredging,filling,grading,paving, excavating drilling operations,and storage of materials or equipment. "Elevated building" means a non-basement building built to have the lowest floor of the lowest enclosed area elevated above the ground level by means of fill,solid foundation perimeter walls, pilings, columns,piers,or shear walls adequately anchored so as not to impair the structural integrity of the building during a base flood event. "Existing Construction" Any structure for which the"start of construction"commenced before November 22, 1972. [i.e.,the effective date of the FIRST floodplain management code or ordinance adopted by the community as a basis for that community's participation in the National Flood Insurance Program(NFIP)1. "Existing manufactured home park or subdivision" means a manufactured home park or subdivision for which the construction of facilities for servicing the lots on which the manufactured homes are to be affixed(including at a minimum the installation of utilities,the construction of streets,and final site grading or the pouring of concrete pads)is completed before November 22, 1972. [i.e.,the effective date of the FIRST floodplain management regulations adopted by a community]. "Expansion to an existing manufactured home park or subdivision" means the preparation of additional sites by the construction of facilities for servicing the lots on which the manufactured homes are to be affixed,including the installation of utilities,the construction of streets,and either final site grading or the pouring of concrete pads. "Flood" or"flooding" means a general and temporary condition of partial or complete inundation of normally dry land areas from: a. the overflow of inland or tidal waters;or b. the unusual and rapid accumulation or runoff of surface waters from any source. "Flood Hazard Boundary Map(FHBM)" means an official map of a community,issued by the Federal Insurance Administration,where the boundaries of areas of special flood hazard have been defined as Zone A. "Flood Insurance Rate Map(FIRM)" means an official map of a community,issued by the Federal Insurance Administration,delineating the areas of special flood hazard and/or risk premium zones applicable to the community. "Flood Insurance Study" the official report by the Federal Insurance Administration evaluating flood hazards and containing flood profiles and water surface elevations of the base flood. "Floodplain"means any land area susceptible to flooding. "Flood proofing,"means any combination of structural and non-structural additions,changes, or adjustments to structures,which reduce or eliminate flood damage to real estate or improved real property,water and sanitary facilities,structures and their contents. "Floodwav"means the channel of a river or other watercourse and the adjacent land areas that must be reserved in order to discharge the base flood without cumulatively increasing the water surface elevation more than a designated height. "Freeboard"means a factor of safety usually expressed in feet above a flood level for purposes of floodplain management. "Freeboard"tends to compensate for the many unknown factors that could contribute to flood heights greater than the height calculated for a selected size flood and floodway conditions, such as wave action,bridge openings, and the hydrological effect of urbanization of the watershed. "Functionally Dependent Use"means a use that cannot perform its intended purpose unless it is located or carried out in close proximity to the water.The term includes docking facilities,port facilities that are necessary for the loading and unloading of cargo or passengers,and ship building and repair facilities,but does not include long-term storage or rented manufacturing facilities. "Highest adjacent grade"means the highest natural elevation of the ground surface,prior to construction,adjacent to the proposed foundation of a building. "Historic Structure" means any structure that is: a. Listed individually in the National Register of Historic Places(a listing maintained by the U,S.Department of Interior)or preliminarily determined by the Secretary of the Interior as meeting the requirements for individual listing on the National Register: b. Certified or preliminarily determined by the Secretary of the Interior as contributing to the historical significance of a registered historic district or a district preliminarily determined by the Secretary to qualify as a registered historic district: c. Individually listed on a state inventory of historic places and determined as eligible by states with historic preservation programs which have been approved by the Secretary of the Interior;or d. Individually listed on a local inventory of historic places and determined as eligible by communities with historic preservation programs that have been certified either: 1. By an approved state program as determined by the Secretary of the Interior,or 2. Directly by the Secretary of the Interior in states without approved programs. "Lowest floor"means the lowest floor of the lowest enclosed area,including basement. An unfinished or flood resistant enclosure,used solely for parking of vehicles,building access,or storage,in an area other than a basement,is not considered a building's lowest floor,provided that such enclosure is not built so as to render the structure in violation of other provisions of this code. "Manufactured home" means a building,transportable in one or more sections,built on a permanent chassis and designed to be used with or without a permanent foundation when connected to the required utilities. The term also includes park trailers,travel trailers,and similar transportable structures placed on a site for 180 consecutive days or longer and intended to be improved property. "Manufactured home park or subdivision"means a parcel(or contiguous parcels)of land divided into two or more manufactured home lots for rent or sale. "Mean Sea Level",means the average height of the sea for all stages of the tide. It is used as a reference for establishing various elevations within the floodplain. For purposes of the National . Flood Insurance Program,the North American Vertical Datum(NAVD88),to which base flood elevations shown on a community's Flood Insurance Rate Map are referenced. "National Geodetic Vertical Datum(NGVD)" as corrected in 1929 is a vertical control used as a reference for establishing varying elevations within the floodplain. "New construction"means,for purposes of determining insurance rates,structures for which the"start of construction" commenced after January 14, 1972 [the effective date of the initial FIRM] and includes any subsequent improvements to such structures. For floodplain management purposes,"new construction"means structures for which the"start of construction" commenced after November 22, 1972[the effective date of the first floodplain management ordinance adopted by the community] and includes any subsequent improvements to such structures. "New manufactured home park or subdivision"means a manufactured borne park or subdivision for which the construction of facilities for servicing the lots on which the manufactured homes are to be affixed(including at a minimum,the installation of utilities,the construction of streets,and either final site grading or the pouring of concrete pads)is completed on or after November 22, 1972. [i.e.,the effective date of the first floodplain management regulations adopted by a community]. "North American Vertical Datum(NAVD)"has replaced the National Geodatic Vertical Datum of 1929 in existing and future FEMA Floods Modernization Maps. "Recreational vehicle"means a vehicle,which is: a. built on a single chassis; b. 400 square feet or less when measured at the largest horizontal projection; c. designed to be self-propelled or permanently towable by a light duty truck; and d. designed primarily not for use as a permanent dwelling but as temporary living quarters for recreational, camping,travel, or seasonal use. "Start of construction"means the date the development permit was issued,provided the actual start of construction,repair,reconstruction,or improvement was within 180 days of the permit date. The actual start means the first placement of permanent construction of the structure such as the pouring of slabs or footings,installation of piles,construction of columns,or any work beyond the stage of excavation,and includes the placement of a manufactured home on a foundation. (Permanent construction does not include initial land Preparation,such as clearing, grading and filling;nor does it include the installation of streets and/or walkways;nor does it include excavation for a basement,footings,piers or foundations or the erection of temporary forms;nor does it include the installation on the property of buildings appurtenant to the permitted structure,such as garages or sheds not occupied as dwelling units or part of the main structure.(NOTE: accessory structures are NOT exempt from any ordinance requirements) For a substantial improvement,the actual start of construction means the first alteration of any wall,ceiling,floor,or other structural part of a building,whether or not that alteration affects the external dimensions of the building. "Structure"means a walled and roofed building that is principally above ground,a manufactured home,a gas or liquid storage tank. "Subdivision"the division of a single lot into two or more lots for the purpose of sale or development. "Substantial damage" means damage of any origin sustained by a structure whereby the cost of restoring the structure to its before damaged condition would equal or exceed fifty(50)percent of the market value of the structure before the damage occurred. "Substantial improvement"means any combination of repairs,reconstruction, alteration,or improvements to a structure,taking place during a 5-year period,in which the cumulative cost equals or exceeds fifty(50)percent of the market value of the structure before the"start of construction"of the improvement. NOTE: The market value of the structure should be(1)the appraised value of the structure prior to the start of the initial repair or improvement, or(2)in the case of damage, the value of the structure prior to the damage occurring.This term includes structures,which have incurred"substantial damage",regardless of the actual amount of repair work performed. The term does not,however,include either: (1) Any project for improvement of a structure to correct existing violations of state or local health,sanitary,or safety code specifications which have been identified by the local code enforcement official and which are the minimum necessary to assure safe living conditions,or (2) Any alteration of a"historic structure"provided that the alteration will not preclude the structure's continued designation as a"historic structure". For the purposes of this definition,"substantial improvement"is considered to occur when the first alteration of any wall,ceiling,floor,or other structural part of the structure commences, whether or not that alteration affects the external dimensions of the structure. "Substantially improved existing manufactured home parks or subdivisions" is where the repair,reconstruction,rehabilitation or improvement of the streets,utilities and pads equals or exceeds 50 percent of the value of the streets,utilities and pads before the repair,reconstruction or improvement commenced. "Variance"is a grant of relief from the requirements of this ordinance,which permits construction in a manner otherwise prohibited by this ordinance "Violation"means the failure of a structure or other development to be fully compliant with the community's floodplain management regulations. A structure or other development without the elevation certificate,or other certifications,or other evidence of compliance required by this ordinance is presumed to be in violation until such time as that documentation is provided. ARTICLE 7. SEVERABILITY If any section,clause,sentence,or phrase of this Ordinance is held to be invalid or unconstitutional by any court of competent jurisdiction,then said holding shall in no way effect the validity of the remaining portions of this Ordinance. ARTICLE S. REPEALER The adoption of this ordinance repeals and supercedes the present Flood Damage Prevention Control Ordinance contained in the Land Development Code Section 8-010 through Section 8- 170. SECTION II It is the intention of the governing body, and it is hereby ordained,that the provisions of this ordinance shall become and be made a part of the Code of Ordinances, City of Tybee Island, Georgia, and the sections of this ordinance may be renumbered if necessary to accomplish such intention. This Ordinance shall become effective on 2 day of 7 -3-t ,2008. aCitADOPTED THI8AY O44 ,2008. i/ OR AITEST: CLERK OF COUNCIL FIRST READING: 9 Q% SECOND READING:9/) 2 I Og ENACTED: cLiablo v G:\Tybee\Ordinances\2008\FLOOD DAMAGE PREVENTION 09.18.08 10:13 AM s-sSE^,V _ i&A= W Cit .4ee Island • Community Deg ant Dept. ='4 ;�I Inspection Report sulk 'f `,/ 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 =�� INTERNATIONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODECOUNCIC MEMBER Permit No. I - 0 0 2 1 Date Requested 5--2- I - I 0 Owner's Name 14 0 J 0 v Date Needed '5- 2-q -10 Gen. Contractor .� ) 0 � . ' 5 0,-1 Subcontractor C*ntact Information 20,._3 t ( 0 O -7 5 3 2• Project Address 7 1 ( -1.7 ,_.),•0 Q3J AL e1 Scope of Work � 1 , � vv� , � P v C. a�I ( an ( Inspector Date of Inspection Inspection rN8.. Pass ia--------c, s I 0 Fee (72e, --)o of: 5 , i----oo-4 36,5 \ iai? ".3 ,50[,,ri7r- ( m Inspection Pass ❑ Fail ❑ Fee Inspection Pass 0 Fail 0 Fee Inspection Pass 0 Fail 17 Fee B' N W18x55 (2)3'X11'2'STIFFENER PLS. 3116 l� (2)3"x112'STIFFENER PLS- m EACH SIDE EACH SIDE .. 1 1 ' or 0 3116 r _ / I 118x55 1! 3116 V I 14'x112"x14"CAP PL. I 14'x1!2°x44"CAP PL. a 3116 3116 r - ----)N-- - HSS 8x$x1/4 - -j. HSS 8x8x114 SECTION ELEVATION r I- r:ss 8x8x1f4 3116 p to POUR DOWN TO (4)3!4'3x16"F 2"t1K0 ANCHOR i I ENCASE BASE PL BOLTS,PROVIDE 5"BOLT , 14'ki"z14"SASE PLATE PROJECTION ) i Ur PEI 2"NON-SHRINK GROUT N. ' -- - . jd F 18"X18"CONCRETE PIER REINF. V' Q g' II 1 14TH 41x6 VERT.$.2#3 HOOPS, `\ r` LEVELING NUTS I j ` ;" � • DOWEL INTO EXIST FOOTING V N N l_- ' I WITH EPDXY ADHESIVE 4 N t N cn i 1 .. r U EXISTING FOOTING {°��. N m CZ N © { 1 COLUMN FOOTING WITH PIER DETAIL Wf$x55 (2)3°xtir STIFFENER PLS. 3120 EACH SIDE el in 3118 Pr / m t. 3116 a rnmtii .-a CV N Q? NHNNA V NNW W O-+•N-4 W 7cxifx5rw CAP PL I ` 14"x irxf4"CAP mtLmmm I 3115 r -' ' 1 ' ' IN I�iYt�fr t � HS58xflxff4 SEC1ION w m.oN *ci \}} e Cr vN-+m i s � EP I /� MS axaacv4 't I`nm_2(53. rY WU > 3f1S� i) �V' Q t$ODtfltDOCnftl I i N '� jj POUR DOWN TO LA. l (,4}3!4" x16"+2'HXU.ANCHOR 1 ENCASE BASE PL t-i PROJECTION PROVIDE S"COIF 14911 x14"SASE PLATE I Z. 112'PEJ A 1 1 2"ANON-SHRINK C-RODU O l 1 cry r , H ,. ` ',,1 Tit : r .:....4= 18"X1fr CONCRETE PIER REF. • LI LEEQNG NUTS • - 'u DOWEL _ WON EPDXY ADHESIVE y,1 EXISTING FOO-1 i Li. El WW t I i I-QHUF Z~v I i <I � upon _ 1 COLUMN FOOTING WITH PIER DETAIL $302 SCALE: 3/4°-‘1L0' l �'YfttE Fi a1�� � "FAY-` city ofd ee Island Community DeveloY ant Dept. `% Inspection Report ans �: ===r 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 INTERNATIONAL o '� � Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No \ (_.) ° 0 o2 I Date Requested I - I > .y' Owner's Name 2 I 1 v 4-I Er LL(.,,,,' Date Needed , \ a - j 0 Gen. Contractor 7?c h , r,c Q r) Subcontractor Contact Information U i A Ar r - 2- Project Address 1 j ' -C -- ,�4 v '— Scope of Work r'1 4/ t� ;M . u P A t I Se, k cl q - .L I I c� n Inspector ;r',�1 ��;? Date of Inspection .�'' 7? ,/�,,� Inspection .';fy*1 r._' {f ��'; Pass ® Fail El Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ® Fail ❑ Fee Inspection Pass 0 Fail 0 Fee . . „ foRt- cn-YDE.,„..,‘ .aN .g,llfri luso Alp °Roue p,..ct --4 t 0 . $ tilt ING EitetisEERS or . tits saiToota_tigtAbgva mot.watt 20.•SM141001.,GA 914e. 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Navon lo-cam z 605 A 6th Street Tybee Island ��y f 31328 `_` O � < 04/20/2010 APR 2 0 2010 Building Inspector Mr. Ray Hord Tybee Island Changes Concerning the project at 211 Butler Ave,Tvbee Island I wish to eliminate the two rear entry doors which is suppose to be two hour fire rate doors, due to the outrages cost of these doors. The contractor advise me that we can brick up the openings with fire blocks Thank You Mr. R. Na 10/1' = owner) r 4112 ; lip CITY OF TYBEE ISLAND BUILDING PERMIT WATER METER PICKUP DATE ISSUED: 04/05/2010 PERMIT#: 100021 WORK DESCRIPTION NEW MIXED USE BLDG-SHELL ONLY WORK LOCATION 211 BUTLER AVE UNIT C OWNER NAME 211 BUTLER LLC ADDRESS P 0 BOX 2812 CITY,ST,ZIP TYBEE ISLAND GA 31328-2812 PHONE NUMBER 912-786-6328 CONTRACTOR NAME J T ROBINSON CONSTRUCTION ADDRESS 2202 AUBURN ST CITY STATE ZIP SAVANNAH GA 31404 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 6106 OCCUPANCY TYPE P TOTAL FEES CHARGED $17,528.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $350,000.00 ONE WATER METER— 3/4" FOR UNIT C TOTAL BALANCE DUE: $ 0.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. ,, Signature of Building Inspector or Authorized Agent: A .1 - ∎ �( 1 CO -# tq-10 P.O.Box 2749 403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 +'0 flu r... www.cityoftybee.org "+00CS��S CITY OF TYBEE ISLAND BUILDING PERMIT WATER METER PICKUP DATE ISSUED: 04/05/2010 PERMIT#: 100021 WORK DESCRIPTION NEW MIXED USE BLDG-SHELL ONLY WORK LOCATION 211 BUTLER AVE UNIT B OWNER NAME 211 BUTLER LLC ADDRESS P 0 BOX 2812 CITY,ST,ZIP TYBEE ISLAND GA 31328-2812 PHONE NUMBER 912-786-6328 CONTRACTOR NAME J T ROBINSON CONSTRUCTION ADDRESS 2202 AUBURN ST CITY STATE ZIP SAVANNAH GA 31404 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 6106 OCCUPANCY TYPE P TOTAL FEES CHARGED $17,528.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $350,000.00 ONE WATER METER- 3/4" FOR UNIT B TOTAL BALANCE DUE: $ 0.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. r Signature of Building Inspector or Authorized Agent: / J lo t P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org .N4 0,100-‘ CITY OF TYBEE ISLAND BUILDING PERMIT WATER METER PICKUP DATE ISSUED: 05/07/2010 PERMIT#: 100086 WORK DESCRIPTION MECH/PLMB/ELEC FOR MIXED USE WORK LOCATION 211 BUTLER AVE OWNER NAME 211 BUTLER LLC ADDRESS PO BOX 2497 CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER 912-786-6328 CONTRACTOR NAME J T ROBINSON CONSTRUCTION ADDRESS 2202 AUBURN ST CITY STATE ZIP SAVANNAH GA 31404 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE U TOTAL FEES CHARGED $879.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $108,000.00 ONE WATER METER (3/4-INCH) TOTAL BALANCE DUE: $ 0.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: 9 a� 1 P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 <1-0 k^�ql (912)786-4573-FAX(912)786-9539 www.cityoftybee.org r ?jpa1 1 . 1 C I 0 I ( ' c°, r 5 3r-- i . / ........._........................ ..„...v.,76.79 ,..,....*-'... City of Tybee Island = Community Qeveiopment Dept. ,.... .,. MESTA.1-I, ..7.....' ..'...-: ' Inspection Report 403 Butler Ave. = P.O. Box 2749 • Tybee Island, GA 31328 !-:1:'.1..,=,•.;:.f.. %,4. ,, • Phone 912.786.4573 ext. 114 - fax 912.786.9539 '" ........_...... Permit No. _ (1---)1 0 *2- 0 i - I Date Requested ,.. '3 ( -i 0 Owner's Name 1\k t.›...)°1k t ..e.r .... n c. .. Date Needed -77 77 'P b: (Ns or\ Gen. Contractor C , .,-, .s'+- . Subcontractor ,_) \ (e) Lo - 7 .3 2- Contact Information 0. k..) 0 S Project Address I 1 I Scope of Work CIQ / ,,..) k.-v-N , V e ri () ...c...Q.- ' _ -\-0- 0 z" XI Inspector /7/41 Date of Trispectio/ afirror. I Inspection c e lik r'` --C (4 0 li, S Pass [Z 1 -F- 11 0 Fee t " ii-----/cwii ;-4-', co _>. fokbOt.)//eiZee:$71Le> /A)dil /C1/6 (\) Inspection Pass 0 Fail Fee ,........,.........•..**..enverwOomprowyr. . . -''....."......— ■ Inspection Pass 0 Fail 0 Fee Inspection Pass 0 Fail 0 Fee City of Tybee Island Community Development Dept. Inspection Report MINIM 1- 403 Butler Ave. • P.O. Box 2749 Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 Fax 912.786.9539 •'aL Permit No. c:s) — CD 07 Date Requested —7 Date Needed (-) --•-•••"re „— Gen. Contractor 0. /lc z r) Subcontractor Contact Information Fa u I Co in 0 - S 3 ,7 Project Address 2 j Scope of Work V-14 ( i._ (V.' \X P L)4-$2) Inspector Date of Inspection 11 rThi Inspection (-■ Pass NIS - • Fee / / ir:-12.5 OA//i Inspection Pass 0 Fail [3 Fee Inspection Pass Fail 0 Fee inspection Pass Fail Fee ) ikezv., -ea City of Tybee Island • Community Development Dept. •,‘.-.••• ••• - " Inspection Report 403 Butler Ave. • P 0 Rex 2749 • Tybee Island, GA 31328 rsa.p Phone 912.736.4573 ext. 114 • Fax 912,786.9539 Permit No /0 - 0=1_ Date Requested . Owner's Name fi/ t Date Needed 21/ Gen. Contractor (. k-0; Subcontractor Contact Information —Pat)/ 4!(3 7S3 Project Address .2/ I -13' • Scope of Work .14 1 i Inspector Date of Inspection Ri),.?-,6,..-3 /-2, 1(0 r - r Inspection ••••••GAO KA...7 e77:, Pass Fee • • Inspection Pass 0 Fail Fee Inspection Pass Fail Fee ...Inspection. Pass Fail Fee• _ _ _ \'-- , ...--- C3 i14 f 11 fr •',:... % v.. ' City of Tybee Island • Community Development Dept. i,,,,. MN Zir I It 0: •.'% • ' • •-•' . Inspection Report 1 403 Butler Ave. - P.O. Box 2749 • Tybee Island, GA 31328 ?,;1.•.riesiN Phone 912386.4573 ext. 114 • Fax 912386.9539 i Xesi■:eitli —----- ' //e2 PermitN /1.0 ' o. _ -4/91,7/ Date Requested 7:?. 7/0 Owner's Name 211 1;44/12,02 Date Needed , /.// I i Gen. Contractor \.) /. ksz0,3/A-15:D Subcontractor Contact Information tLQ61.2D -/S:13Z. Project Address _ 7:1 Scope of Work _ L VO /X(Fi\ i.iff - _---)f-seLt-t- of3L, Inspector lifq Date of Inspection - inspection0e"---7 ---$ Pass 0 ' -Firiii El Fee , •.,-- i li \ , \ k ,....„.o.,,M*a.er... •■■•■•....o.••■••••......*""•■,) • 4nspection_ t Pass 0 Fail El Fee , ,. Inspection Pass Fail 0 Fee ' . t \ Inspection , , Pass 0 Fail Fee , --, ( 1 I I , '-• "--4,-----, City of Tybee Island • Community Development Dept. ., i .. Inspection Report # 403 Butler Ave. • P.O. Box 2749 • Tybee Island,- GA 31328 11.•. •l. Phone 912.736.4573 ext. 114 • Fax 912..786.9539 ,-&:..Y.•.x-,) ............... Permit No. ./D •-• _ ___49,ZI___ _ __ Date Requested /0 'V Owner's Name %3017746i a.Z. Date Needed rt.) ., Gen. Contractor ki, (, , 294S(.4.)363 Subcontractor Contact Information 1-4,0i ao_ -7s3-2., Project Address 2) 1 1341/4Z-• Scope of Work Litel i'vl i ,(rE,b 0 ,it_., Inspector ..2- a Date of Inspection 3 ido • r , Inspection Zoo4l70,45-7 1v4it) , •!. 5,44 °- Pass Fail Fee 55"vi IA)/ Fc.)/ -(1:447/Zi Inspection ____ Pass 0 Fail 0 Fee Inspection Pass 0 Fail 0 Fee Inspection Pass 0 Fail 0 Fee . _ . , ( ••#. . .• City Of Tybee Island • Community Development Dept. • Inspection Report rum,:• 403 Butler Ave. = P.O. Box 2749 • Tybee Island, GA 31320 •... Phone 912.786.4573 ext. 114 = Fax 912.7845.0539 5 E f1411: Permit No. 1 C) 0, 2 Date Requested Owner's Name 7 ) t [ .,,, )-1- 1 or I-LC Date Needed 2. -2. 3 , Gen. Contractor \o, C Subcontractor iiir\ , ,Lersai cer . ,es Contact Information I1 1 -ss10_37 S 32 Project Address 2 t --Ps) Scope of Work e A 0 e CD - 4 Inspector --7/61 Date of Inspectio Inspection °"-c(q ) TO 42)_ V Pass NJ F. -: Fee • Inspection Pass Ej Fail 0 Fee Inspection Pass Fail 0 Fee-- • Inspection Pass Fail Fee \eita,; \tAft. r \i 1111411N Irk! RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 937 Phone 912= 0(0- 2f®cIb 3o6-2vor ea.-+-i,y 34- 2(02s Location Address: I + BO-0i Z Lot# Release Date: "2- jD Type of Release: ' Temporary Permanent Subd Name: Electrician: Oil Electrician Phone Number: Owner/Builder:der: 7,44 Phone Number: "(7j Z- Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: TX Result Report P 1 02/23/2010 12:27 Serial N0. CM35228060004 TC: 162684 Destination Start Time Time Prints Result Note Georgia Power 8g02-23 12:26 00:00:47 Original 001/001 OK gg Note MIX:: Double-SidedaBindingA Direction, TX. SpecialSoriglinal.Forward.F-code. RTX: Re-TX. RLY: Relay. MBX: Confidential. BUL: Bulletin, SIP: SIP Fax. IPADR: IP Address Fax. I-FAX: Internet Fax Result OK: Communication OK, S-OK: Stop Communication, PW-OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: BUSY, M-Full:Memory Full, LOUR:Receiving length Over, POUER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. TR- RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC_ FAX TO: Lynn Brennan 9J2 7 Phone 912 3o - t o co- - dos 3ca*- ce 2 S Location Address: 2 J I L T�i7 Lot# Release Date: Z.if/73 'Type of Release: ✓ Temporary Permanent Subd Name: Electrician: LrJt✓Tr�Z-- CL1 giZUt S Electrician ne Number: er/Builder: J Own , , 1�-�p�,�c�� 7 Pho phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: OwnerBuilder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: OwnerBuilder: Phone Number: I f. CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 01-20-2010 PERMIT#: 100021 WORK DESCRIPTION NEW MIXED USE BUILDING " S .A.I( Dn la WORK LOCATION 211 BUTLER AVE �V OWNER NAME 211 BUTLER LLC -�,� ADDRESS P 0 BOX 2812 CITY,ST,ZIP TYBEE ISLAND GA 31328-2812 'N PHONE NUMBER 912-786-6328 CONTRACTOR NAME J T ROBINSON CONSTR TION ADDRESS 202 URN ST CITY STA E ZIP SAVANNA GA 31404 FLOOD ZO 'E J BUILDING V.: UATIO SQUARE FOO' AGE 1 6106 OCCUPANCY YPE P TOTAL FEES C • 'GE 1 $17,528.00 ,� PROPERTY IDE ' IFI 11• TION# 7 PROJECT VALU•TI I N $350,000.01 TOTAL BALANCE DUE: $17,528.00 It is understood that if this permit is granted builder i at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlan..protectio nd shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulatio • en appl' Ie,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. ia .. .‘,/, Signature of Building Inspector or Authorized Agent: P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org l'a,)i 6 voo- -]S 3 2- CITY OF TYBEL ISLAND APPLICATION FOR N.:AV CONSTRUCTION BUILDING PERMIT I a— V 0 21 . ' 1 co,? % r r,'ur ,,,s2_crl pl-In(1,7,,s a Location: 21'( -,,l-1"le\._. �- - - PIN g Li-pp off-0 b-ao!j NAME ADDRESS TELEPHONE 1 <?�rnc'r 7-ii 1)41ttr LLC i 611t 7$6- 632` l�0 3atc z�(97 ‘,---- -- _— -___T s_Wk is G 3X32 - Architect ;VerS:Ir;ed ; ll sot4e.s cwf 19(2-72,6-7911S i or Engineer Z_jc.sy�uc —__.11�bc� I siav� G 14 3 l'S _ I Bui ldin`; I _ ?b)a 4tb.121.1 Contractor i. 1.1203, At/ A.A-l-1,(c04. 31 o _ 1 6)I1, -/S'-pi' tlr=� Oa --in- 'ti z. 'heck all that apply) L; New Construction . Residential r1 Other ❑ Single Family ❑ Duplex Multi-Family 1g Commercial Details of Project. — SIleit_ o_c—_ C ' . ` Estimated Cost of Construction: $ 3 5 0 1 0 Op Construction Type 277. a.- (Etter appropriate number) (1) Wood Frame (4) Masonry (6) Other(please specify) (2) Wood & Masonry (5) Steel &Masonry (3) Brick Veneer Proposed use: Remarks: � ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the 'RI-7c' r 4po 3 following information based on the construction drawings and site plan: in:-It I ' 11 I #Units �_ F #Bedrooms /2_ #Bathrooms �- U '4- 2-7- ci g fo Lot Area ?i 7 c' 7-0 'C Living space (total sq. ft.) .2-1 t (9 to 13 (o # Off-street parking spaces 41/ Trees located &listed on site plan Y Access: Driveway (ft.) With culvert? With swale? Setbacks: Front 20 /0 Rear Zp Sides (L) It) (R) #Stories 2_ Height 33-5 Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys,heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. d9 REC VED 49„ ,) pc.: Pf . � 4 During construction: On-site restroom facilities will be provided through 56LA+ Kv, On-site waste and debris containers will be provided by Construction debris will be disposed by _ by means of I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances. FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as-built elevation certification is due as soon as the habitable floor level is established. Drainage. I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: ro --1 —Qc( Signature of Applicant: —\• I, Note: A permit normally takes 7 to l0 business days to process. The following is to be completed by City personnel: Zoning certification NFIP Flood Zone Approved rezoning/variance? _ Street address and number: New Existing Is it in compliance with City map? If not, has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage va '1 oe. Approvals: S • ature Date FEES Zoning Administrator a�l fir Permit (off Code Enforcement Officer � � Inspections f �� Water Tap 3 010 Water/Sewer �%�� r p '��� a Storm/Drainage //,A1_:// Army Sewer Stub 3 map i w S o Inspections Aid to Const. 4000-4- l oS3 City Manager MKS, CC Recovery3 (00 00 der®s:� ckLc - I O 11 TOTAL 191S-2:'3 ►-� o� k 15%. 30 0,o 2‘04, x 71-= 157, qco 45'7, 9 S o REQUIRED FOR: Building Permits Re!ocation Permits Sign Permits Demolition Permits Land Clearing, Disturbance or Excavation Permits Tree Removal Permits Relocation Permits Special Review Permits Site Plan Approval Subdivision of Land Sketch Plan Approval Preliminary Plan Approval Final Plat Approval Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirements for the above permits and approvals, applicants must demonstrate that they are in compliance with the City of Tybee Island Storm Water Management requirements as outlined in Chapter 5-4, Code of Ordinances. Section 5-4-9 Prohibition provides, in part, as follows: (4.) It is unlawful for any person to cause or permit any storm water to flow from their property onto the property of another person, unless such storm water naturally flowed thereon prior to any development activity. (5.) It is unlawful for any person to interrupt the flow of any storm water runoff from adjacent property onto their property by any development activity. As part of the City's approval process applicants must illustrate how these storm water management prohibitions will be met, including a showing of how storm water naturally flowed on the affected property (prior to any development activity), and what changes in storm water flow have occurred or are expected to occur, as attachments to this form. The City's approval or permit does not guarantee that the applicant's plans will result in meeting requirements. The final product must actually meet the City Ordinance requirements. Applicant name: ,���,y2p_ Project I.D.: i Attachments approved by: Date: /!' /'z' CITY OF TYBEE ISLAND BUILDING ZONING DEPART1vfF_NT P.O. BOX 2749 TYBEE ISLAND, GA 31328 PHONE (912)786-4573 FAX (912) 786-9539 FEMA Certification of Elevation is required for structures in a Flood Zone. Location of Work: 211 F),(Ai(er aVC• TyLee Isluy4 '2 A 3132f) Owner's Name: 2(( j / C Address: -p. fox 2,111 7 Ty bcc k( 1 )_ A 3f'S 2-t Contractor's Name: b i vtJ S; df• t of Co-r► C-4✓ d-�-- This notice is to confirm our understanding that all equipment such as air conditioning compressors, water heaters, furnaces, electrical outlets, meters, etc., are not permitted below the required finished floor elevation. By accepting the building permit, I (owner/contractor) agree to construct/place the equipment above or up to the required finished floor elevation, which is stated below. BFE Acknowledged and agreed to this /6( day of f , 20, ® . C1`wi �` C'ii c or ignature Owner/Contractor Printed Name STATE ENERGY CODE ,AFFIDAVIT Location of Work: 2/ u lat_ayt .2ee.---I s_L c --- 3.132 Owner's Name: 2( M(.41-1:r t L Le. -- -- Address: F o jG 2-4(i 7 Ty cc t (et vd__A A 313? Y' i Contractor's Name: This letter is to confirm the understanding of the owner 1 contractor to the compliance requirement of the Georgia State Energy Code for Buildings, 2000 Edition. • 1 hereby declare that the design and construction of the above referenced project is in compliance • with the Georgia State Energy Code for Buildings, 2000 Edition. It is understood and agreed by the undersigned owner of agent and contractor(if applicable) that the approval of the permit does not constitute a privilege to violate the Code and that any omission of or • misrepresentation of fact with or without intention of the permit issued which was based on the approval of this application. The owner as listed above will be held responsible for insuring that all permits have been obtained and that all required inspections have been made. The owner will be held L�;-� q P legally liable for any violations which may occur with or without his knowledge. The owner shall be allowed to request a Certificate of Occupancy when all inspections have been approved. -- _ d — _ ∎ner s Signature Dat. Owner's Printed Name Contractor's Signature Date Contractor's Printed Name k I PERMIT FOR INFRASTRUCTURE ALTERATIONS Location of Work: 2 I( -6c..<4 Icjt_ a v e -Ty e I S 1�'1 o/ Q 3 3_2S3_--- Owner's Name: 2_1-( . �!„`k t`P^ L L — — — Address: �c��� ��( dl`7 Ty b e e ( b►a vi.of _c b I �— Contractor's Name- — -- — NOTE: Any alteration to City owned streets, curbs,sidewalks,waterlines,sewer lines, drainage pipes, catch basins,or other elements of the City's infrastructure,requires a permit from the City, and an acknowledgement by the individual seeking to accomplish the alteration,that: a. The City's infrastructure will not be degraded in any way. b. All necessary safety precautions will be undertaken. c. The City will inspect the work in process and upon completion. d. The work will be accomplished to the City's satisfaction. e. The CitN• shall be held harmless of any liability or damages of any variety. f. The individual has read applicable portion of the City's Code of Ordinance dealing with the alteration, and agrees to fully comply with such provisions. Description of alteration: A sketch or drawing must be attached illustrating the planned alteration. Attached? City Design Standards and Specifications: All alteration to the City's infrastructure shall be accomplished in such a fashion so as to restore the infrastructure to essentially the same condition that existed prior to the alteration,or to an improved condition,as determined by the City. Certification: I hereby acknowledge the above requirements, and certify that I will perform the above described alteration in accordance with these provisions. /777r. ••. ignature Date Owner's Printed Name Contractor's Signature Date Contractor's Printed Name APPROVAL Zoning _ Date Building/Code Date Water/Sewer Date _ Drainage Date • CITY OF T'YBEE -ISLAND BUILDING & ZONING DEPARTMENT Temporary Electrical Service Affidavit Location of Work: 2 n �`E'le _.-�!!'� �eeI s.4 ki0! q A Owner's Name: 2. (I <d Ie( L.L Address: G P s k L/ X17 T (4_J4"0/ q A -"A (32 g Contractor's Name: This letter is to confirm the understanding of the owner/contractor to the compliance requirement of the Georgia State Minimum.Construction Codes. "i hereby declare that the requested temporary electrical power is intended for the completion of the construction.process and the testing of equipment installed within the structure." It is understood and agreed by the undersigned that the issuance of temporary power DOES NOT constitute the approval to occupy the structures. A Certificate of Occupancy must be issued by the City of Tybee Island prior to the structure being occupied. The owner/contractor is hereby held responsible for any violations to this policy. A violation of this policy may result in discontinuance of the electrical service. wner's Signature Da Owner's Printed Name Contractor's Signature Date Contractor's Printed Name Witness's Signature Date Witness's Printed Name CITY OF TYBEE ISLAND SUBCONTRACTOR LIST Location of Work: 2 Jev Gjv . 3132 Owner's Name: 2 ( g Ie., Address: � Q e, _2.411 ___Ty� e !S fakd 4 3 (32 8 -- Contractor's Name: List the company name, business type, address,license number, contact person and phone number of all participating subcontractors. 1. Company - Business Type Address License Number Contact Person Phone Number 2. Company — _ Business Type Address License Number Contact Person Phone Number 3. Company Business Type Address License Number Contact Person Phone Number 4. Company Business Type Address License Number Contact Person Phone Number 5. Company _ Business Type Address License Number Contact Person Phone Number Attach additional sheets if needed MAYOR - CITY MANAGER Jason Buelterman r4 Diane Schleicher CITY COUNCIL ' ' \ CLERK OF COUNCIL Shirley Sessions,Mayor Pro Tern I ‘4'i 14 i Vivian Woods Wanda D.Doyle ,t.± Bill Garbett "'i . f� CITY ATTORNEY Frank Schuman, Sr. le :„t Edward M.Hughes Kathryn Williams r' I l'. Paul Wolff -- ' CITY OF TYBEE ISLAND Opp January 20, 2010 Mark Boswell 103 Nassau Drive Savannah, GA 31410 Dear Mr. Boswell: I am pleased to inform you that the building permit for the 211 Butler project has been issued from the City of Tybee Island, effective today, January 20, 2010. However, this letter will serve as an addendum to the building permit and will be recorded on file as part of the building permit and remain as a requirement for the length of all phases for this project. 1 1 On the project plans pages C-6, C-7, and C-8 there is a construction entrance/exit shown on Third Avenue. You will notice on the plans returned with the permit that these pages have had the construction entrance/exit stamped "not allowed." As the site plan was approved by City Council without the Third Avenue ingress and egress, there will not be any means of ingress and egress to this property allowed from Third Avenue, including during the construction phase. Thusly, the construction entrance/exit must be located from the Butler Avenue portion of the project. This will remain a decision to not be altered during all phases of this project. In the meantime if you have questions, I can be reached at 912-816-7398 or via email at jlynn @cityoftybee.org. Since ely yours, i on an Lynn lanning and Zoning Manager P.O.Box 2749—403 Butler Avenue, Tybee Island, Georgia 31328-2749 (866) 786-4573—FAX(866) 786-5737 www.cityoftvbee.org Updated: 1/05/2010 ...,. .... ..v,w•• .......y. .. ..... ... ... N. of jlt.4 Vance C.Smith,Jr.Commissioner 4 DEPARTMENT OF TRANSPORTATION t. . One Georgia Center,600 West Peachtree Street,NW * _ * Atlanta,Georgia 30308 j1t�QT `r Telephone:(404)631-1000 E( r, 45). � .09 October 6,2009 C.) 211 Butler,LLC. P.O.Box 1397 Tybee Island,Georgia 31328 Re: Commercial Driveway Permit Number: 10-2009-014-051;State Route 26; Mile Post 35.61; Chatham County Dear Applicant: Your permit application to perform specified work within the right of way limits of the above referenced State Highway has been duly executed on behalf of the Department of Transportation.However, construction work as approved by the permit must begin within 90 days of this approval letter or the permit will be void. Your permit copy has been forwarded to John Kent,Area Permit Inspector.His address is 630 Boundary Street,Savannah, Georgia 31402.His phone number is 912-651-2144. It will be necessary for you or your representative to contact the Area Permit Inspector to claim your permit copy and identification sign,discuss the beginning of construction date, and methods of complying with permit requirements. He will set the time that he can furnish personnel for the required supervision of your work. Please contact him at least 24 hours in advance of your planned construction beginning time. It is suggested that you contact him by telephone before any personal visits. Your approved permit and a copy of the approved plans are required to be kept on the construction site at all times during construction. 211 Butler,LLC. Page 2 September 29,2009 With this approval, as the applicant, you agree to make any utility relocation or adjustments deemed necessary by the Area Permit Inspector, and abide by any special requirements listed below. All work to be completed within the D.O.T. right-of-way must adhere to the current 2001 Edition of the Georgia Standards and Specifications Book.No future drives allowed. Special Requirements are as follows: Please find attached letter received from The City of Tybee Island This letter_states.the_.acceptance that there will.befive(5) rldngmeters and ten_(10)parking spaces lost due to the building and subsequent use that will take place at 211 Butler Avenue.If these five(5) parking meters and ten(10)parking spaces are not removed before the end of construction,the Department holds the right to cancel this approved permit and/or remove drive located on S.R..26 at this location. Please notify the Area Permit Inspector upon completion of work under this permit so that a final inspection may be conducted. Upon approval of completed work, you will be released from the Irrevocable Letter of Credit.You should request said inspection only after you feel that all work has been completed in compliance with all requirements and a satisfactory stand of grass has been obtained. Sincerely For: Glenn W.Durrence,P.E. District Engineer By: Robert T. McCall District Traffic Engineer cc: Keith Golden, State Traffic Safety and Design Engineer Attention: Daphne Cautela, State Access Management Supervisor John Kent, Area Permit inspector ■ ;% %O. State Licensing Board for Residential and General Contractors Authorized Permit Agent Form License verification by permitting office should be completed by visiting sos.ga.gov/p1b/ Licensed Contractor: Individual Qualifying Agent Name of licensed person fl tS nOD1rI O *Please attach a copy of Individual license or Company License(Reflects company and qualifying agent license number) License number of individual or qualifying agent: f N�2O1D I l"1 Name of licensed company(if applicable) License number of company(if applicable): I, ,444 ,A-1/ ,hereby designate Licensed Individual or Qualifying Agent to apply for and obtain the permit(s)for the *Please attach a copy of the authorized permit agent's driver's license. project at: 1 l biJfPYAv1 Street address Apartment or Suite Number 1st $� City Zip Code I, the undersigned, being the contractor as either an individual or a qualifying agent, do hereby affirm and swear, under oath, that all information on this fo on accomp ing"doc ents are true and correct. rf -- Signature of individual or qualifying agent State of �J County of Subscribed and sworn to before me this___ day of ti_.� :�..►�_�_ 20 /29' Signature of Notary Public jz,v4 4 �f Seal 7 , - ®2� �.2 3 237 Coliseum Drive•-"Ma66n,Georgia 31217•(478)207-244o www.sos.state.ga.us Jere 18 10 Ola25p Paul/Pieria Theron (812) 88'7-3124 p. 1 A 6th Street Tybee island Georgia 31328 City of T lsI d BtdkUng inspection Departtran 1 Ronan Navon he . authorize Paul Theron, - tutu " „ as my construction agent for the construction ject 211114 Ave,Tybee isit a ' 1323 / 7gt j f ; • : , n Navon Date Paul Theron Date O.M.B.NO.3067-0077 Expires July 31,2002 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM FLOODPROOFING CERTIFICATE FOR NON-RESIDENTIAL STRUCTURES The floodproofing of non-residential buildings maybe permitted as an alternative to elevating to or above the Base Flood Elevation;however,a floodproofing design certification is required. This form is to be used for that certification.Floodproofing of a residential building does not alter a community's floodplain management elevation requirements or affect the insurance rating unless the community has been issued an exception by FEMA to allow floodproofed residential basements.The permitting of a floodproofed residential basement requires a separate certification specifying that the design complies with the local floodplain management ordinance. 2-11 'l4+ter. _L L-C_ FOR INSURANCE COMPANY USE BUILDING OWNER'S N MEII l~ POLICY NUMBER 2 1 1 3 ki-Jec Avd. STREET ADDRESS(Including Apt.,Unit,Suite,and/or Bldg.Number)OR P.O.ROUTE AND BOX NUMBER COMPANY NAIC NUMBER OTHER DESCRIPTION(Lot and Block Numbers,etc.) CITY STATE ZIP CODE `ryIed I S(4144 81 A 313 Z $ SECTION I FLOOD INSURANCE RATE MAP(FIRM)INFORMATION Provide the following from the proper FIRM: COMMUNITY NUMBER PANEL NUMBER SUFFIX q DATE OF FIRM INDEX A FIRM ZONE BASE FLOOD ELEVATION 115169 1�J S 1 6-9 6 2.1'1{ F ' / -2.b-`r$ (In OZo Zones,� Depth) SECTION II FLOODPROOFING INFORMATION(By a Registered Professional Engineer or Architect) ^�/ Floodproofing Design Elevation Information: Building is floodproofed to an elevation of .........,11+ feet NGVD.(Elevation datum used must be the same as that on the FIRM.)le Height of floodproofing on the building above the lowest adjacent grade is -7-12-- feet. (NOTE:for insurance rating purposes,the building's floodproofed design elevation must be at least one foot above the Base Flood Elevation to receive rating credit.If the building is d000proofed only to the Base Flood Elevation,then the building's insurance rating will result in a higher premium.) SECTION III CERTIFICATION(By Registered Profes-'•• Engineer or Architect) Non-Residential Floodproofed Construction Certification: 9 I certify that,based upon development and/orrevie of structural " ,spec" ti s, 'd plans fix-construction, the design and methods of construction are in accordance with accepted stand s o practi for eeting e IA ing provisions: The structure,together with attendant utilities an litaty fa "litie ,is wate ght to the floodproofed design elevation indicated above,with walls that are substantially impermeable to the pa a e of w . All structural components are capable of resisting by ostatic and hydrodynamic flood forces,including the effects of buoyancy,and anticipated debris impact forces. I certify that the information on this certificate represents my best efforts to interpret the data available./understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. CERTIFIa.ER'S NAME C.c a mar -- r LICENSE 4 ore Seal) I t'cick TIT E COMPANY NAME ADDRESS CITY STATE ZF CODE SIGN. II ,otnes Ave .1a�.aDATE Islct�d CN4 -31$�.$ RE_...r�11 — _ 11• -5o• 01 91 Z- -7 S6-7945 Copies should be made of this Certificate for:1)community official,2)Insurance agent/company,and 3)building owner. FEMA Form 81-65, AUG 99 ,,• �O F S E�� places all previous editions F-056(8/99) g (-,°) *e." ;rte Usk � , CRAZIER q n S �� j C 6 ''P/ __ No /c N:::.:')4:71:.'N /,'N i t c.f>, 11 Jones Avenue P.O.Box 1397 Da 1 Tybee Island GA 31328 T 912.786.7945 F 912.786.7943 ddesigns@bellsouth.net bellsouth.net DIVERSIFIED DESIGNS, P.C. DiversifiedDesigners.net November 30, 2009 211 Butler Shopping Center 211 Butler Avenue Tybeee , GA 31328 211 Butler Inspection And Maintance Plan Flood proofing components should be inspected annuall on . ch 21 as part of maintenance and inspection program which should consists of the folio ing ac 'ons. 1. Verify flood shields and clos s, fit properly an that t 'e g.: ets and seals are in good working order,prop ly label , and d in a d icat-. area. 2. Check perimeter walls and w 11 pen trati s, for cracks and potential leaks. 3. Repair any damaged comp nts or walls Of w' - GEN) 1Ii *V ' JEFFREY • * M ERa ' N tr.4 o \ cATE lER G�� fDi Jeffery A. Cramer, AIA Diversified Designs, P. C. DI - 19- 2010 02 1 1 8 u 4- (.eJ-- Ave- . ---p As-,-,: A- s t 3 S D, O 30 \ra lue. -D-C prD3e c4 8 823 to .':r-s4- 13Io00 value ?+1� 5) Tu. ' ' I ;1 ( C ( *4 S ever $ loon a-C-r y „ 5 , ,42, 0 l5 1, 0 50 ( El 3 -par It to 3 g TatJe) ' - n c F-, m €4 2 r = il tD i 0 X J a rn:4 s) zOID C � �a,��e f Tap r -i- v1o = $ s 5 0 x 3 ur, :45) S,Q1C.05)- i up op o A 2 c o p r wQ-_er -A-G.pt) I-Ree J v+21:5 A: 1 4-Q 5, 0 5 3 ( 7t A-a; I 5. cg I ?er Sz, -. • C nS-c-rJL4-• 0 n �25:clef,�: o.) . ScD ePr 5g . -C 11 10 + 99G2 - 2. 10L2 X . 5a - ti, 1, 0S3 paJ1 r-It-or-504- 4 7 Qct ci ,,,,,,'' ,s�,� DIANNE K.OTTO TO ' SD, -Car i,"e , I Q Zoning Specialist CITY OF TYBEE ISLAND do 54-‘,./7 1,)`�,-, 3 y� ��� � � � 403 Butler Avenue • P.O.Box 2749 /}� Tybee Island,Georgia 31328 Office(912)786-4573 ext./4/34p Fax(912)786-9539 M Gt.P\ „, www.cityoftybee.org Email:dotto@cityoftybee.org (Pa u''5 _ray C'611-3 1 2 Li_ DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax(912) 352-7787 davisenginc a(�,bellsouth.net December 7, 2009 i Jonathan Lynn Director or Planning, Zoning and Economic Development 4.2.-7'O City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912)786-4573 Fax: (912)786-9539 1_�s I ' RE: Site Work Plans for New Lovell Retail Project, Highway 80 East /c�t 0. it. 0,11- For Jeff Cramer SAG IS shows Owner to be 211 Butler, LLC) ` 9 - PIN:4-0004-08-004 Dear Mr. Lynn: V+ I have reviewed the final submittal by Diversified Designs, P.C. This submittal included: A) What appears to be a copy of the latest site plans by Boswell Design Services, Inc. that was approved for this property. B Building Plans This review is for the proposed land development activities for development of the site, I have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, trees, density or other zoning or subdivision regulation issues. I offer the following comments: 1) The plans still show the drive access onto 3`d Street that was denied by the City Council. 2) C1-Staking Plan of the civil set and Al of the architectural portion have several conflicts. a) Cl shows a 5' sidewalk on the west side. Al shows a 7' sidewalk on the north side. 7'is probably required due to the doors on the west side swinging outward. b) Cl shows only a 40'xl 00' building. Al shows the roof and columns abutting the PL/ROW on the east side and 12'further northward. c) The exterior stairs on the north side and on the southern end of the west side are not shown on Cl. The ones on the southern end of the west side extend into the adjacent parking space to the west. d) The building columns are 2' into the parking lot on the west side. Prior to further review I request that design for the Owner/Applicant be coordinated. Please advise if you have any questions. Sincerely, /114(..ea Downer K. Davis, Jr., P.E. President 2080470F (Z 9 . �'o�b �-0 1�as�.e+-<< ( 43g7-2 .87) • -c a.k 4-0 Cr0. s- ( '18(- 1943 • e a; ( 4°' Nab" (dayS-Ca r ear:sern @ ya‘,00. c o"-•) IX Result Report P 1 12107/2009 14:58 Serial No. 0135228060004 TC: 132868 Destination Start Time Time Prints Result Note 8972287 12-07 14:57 00:00:26 8g0011001 OK gg Note MIX: Mixed Origginal.TX11CALL:OManual1TX,Original Size gFWD:FFoorward. PCt:aPC-Faax. 'MD:: Double-Sided MBX: ConfdidentDirection., : BulletPinC1SIP rSIPnFax.FIPADR:FIP Address Fax. I-FAX: Internet Fax Result OK: Communication OK, S-OK: Stop Communication, Pw-OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M-Full:Memory Full, LOUR:Receiving length Over, POUER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. DAVIS ENOINEEWNO,INC_ 636 Stephenson Avenue,Suite C Savannah, Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisenainctiftibellsouth.net December 7,2009 2° p Jonathan Lynn L,`'�__ RECE V ED Director or Planning, Zoning and Economic Development 12-"7-p g City of Tybee Island P.O. Box 2749 Tybee Island,GA 31328 Phone(912)786-4573 Fax: (912)786-9539 RE: Site Work Plans for New Lovell Retail Project, Highway 80 East For Jeff Cramer(SAG1S shows Owner to be 211 Butler, LLC) PIN:4-0004-08-004 Dear Mr. Lynn: I have reviewed the final submittal by Diversified Designs, P.C. This submittal included: A) What appears to be a copy of the latest site plans by Boswell Design Services, Inc.that was approved for this property. B Building Plans This review is for the proposed land development activities for development of the site, 1 have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, trees, density or other zoning or subdivision regulation issues. I offer the following comments: 1) The plans still show the drive access onto 3fd Street that was denied by the City Council. 2) C1-Staking Plan of the civil set and Al of the architectural portion have several conflicts. a) Cl shows a 5'sidewalk on the west side. Al shows a 7'sidewalk on the north side. 7'is probably required due to the doors on the west side swinging outward. b) Cl shows only a 40'xl 00'building_ Al shows the roof and columns abutting the PLIROW on the east side and 12'further northward. c) The exterior stairs on the north side and on the southern end of the west side are not shown on C•I. The ones on the southern end of the west side extend into the adjacent parking space to the west. d) The building columns are 2' Into the parking lot on the west side_ Prior to further review I request that design for the Owner/Applicant be coordinated. Please advise if you have any questions_ Sincerely, Downer K. Davis, Jr., P.E. President 2080470 F - -C'a Ie --o o r..s+-lit -2 5"3 --2- s tG7'7-7 e y cs-"- - c o IX Result Report P 1 1210712009 14:59 Serial N0. CH35228060004 TC: 132869 Destination Start Time Time Prints Result Note 7867943 12-07 14:58 00:00:24 001/001 OK Nate MIX: Mixed Origginal_TX11CALLL:OManual1TX,Original Size gFWD:FForward, PC: PC-Fax, MID:: Double-Sided B : ConfdidentDirection., : BulletinC1SIP rSIPnFax,FIPADR:FIPaAddress Fax, I-FAX: Internet Fax Result OK: Communication OK, S-OK: Stop Communication, PH-OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M-Full:Memory Full, LOUR:Receiving length Over, POVER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. DAVIS ENC3INEERINC 1,INC. 636 Stephenson Avenue,Suite C Savannah, Georgie 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisena i ncabbeI lsouth.net December 7, 2009 £� 17 p.VA Jonathan Lynn r.-, RECEIVED Director or Planning, Zoning and Economic Development i Z-'7- City of Tybee Island P.O. Box 27.49 Tybee Island, GA 31328 Phone(912)786-4573 Fax: (912)786-9539 RE: Site Work Plans for New Lovell Retail Project, Highway 80 East For Jeff Cramer(SAG IS shows Owner to be 211 Butler, LLC) P1N:40004-08-004 Dear Mr Lynn: I have reviewed the final submittal by Diversified Designs, P.C. This submittal included: A) What appears to be a copy of the latest site plans by Boswell Design Services, Inc. that was approved for this property_ B Building Plans This review is for the proposed land development activities for development of the site, I have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, trees, density or other zoning or subdivision regulation issues_ I offer the following comments: 1) The plans still show the drive access onto 3"'Street that was denied by the City Council. 2) C1-Staking Plan of the civil set and Al of the architectural portion have several conflicts. a) C1 shows a 5'sidewalk on the west side. Al shows a 7'sidewalk on the north side. 7'is probably required due to the doors on the west side swinging outward. b) Cl shows only a 407(100'building. Al shows the roof and columns abutting the PL/ROW on the east side and 12'further northward. c) The exterior stairs on the north side and on the souther,end of the west side are not shown on Cl. The ones on the southern end of the west side extend into the adjacent parking space to the west. d) The building columns are 2'into the parking lot on the west side. Prior to further review I request that design for the Owner/Applicant be coordinated_ Please advise if you have any questions_ Sincerely, Downer K. Davis, Jr., P.E. President 2080470P - It C SQ`7- g'7� - .��k -1-. C Gs.— 7 cif 1-437 - I 4, N o-..-• €c a y s4 a r e2 r:st7'7'7 @ y ,Q fti s . c o Vance C.Smith,Jr.Commissioner 4 T-4 DEPARTMENT OF TRANSPORTATION C i G;��' ; 2 ,� M1 One Georgia Center,600 West Peachtree Street,NW *% * Atlanta,Georgia 30308 J,�tE Of �G`r Telephone:(404)631-1000 GEG January 27, 2010 211 Butler, LLC. P.O. Box 1397 Tybee Island, Georgia 31328 Re: Extension: 10-2009-014-051; State Route 26;Mile Post 35.61; Chatham County Dear Applicant: This is to advise that we will grant a ninety(90)day extension on the above mentioned permit. Should you have any questions,please contact this office at(912)427-5765. Sincerely For: Glenn W.Durrence,P.E. District Engineer By: Robert T. McCall District Traffic Engineer cc: Keith Golden, State Traffic Safety and Design Engineer Attention: Daphne Cautela, State Access Management Supervisor John Kent,Area Permit Inspector From: 01126/ 10 16:27 #028 P.002/004 — RECEIVED :„.,...t.t.,____!..:".7.•.'4,....!::.0,,,,Ai:'. DEPARTMENT OF TRANSPORTATION Vanua Smith,Jr.Commissioner ,i'—',. . _ _; , ., i* One Georgia Center,600 West Peachtree Street N 1V *`. t4 Atlanta,Georgia 30308 s'i`. yr. Telephone:(404) 631-1000 jTF OF GEQ"G October 6,2009 211 Butler, LLC. f q)2, - 7�5� -15b7 P.O. Box 1397 Tybee Island, Georgia 31328 12 - a - 01 Re: Commercial Driveway Permit Number: 10-2009-014-051.; State Route 26;Mile Post 35.61; Chatham County Dear Applicant: Your permit application to perform specified work within the right of way limits of the above referenced State Highway has been duly executed on behalf of the Department of Transportation,However, construction work as approved by the permit must begin within 90 days of this approval letter or the permit will be void. Your permit copy has been forwarded to John Kent, Area Permit Inspector. His address is 630 Boundary Street, Savannah, Georgia 31402. His phone number is 912-651-2144. It will be necessary for you or your representative to contact the Area Permit Inspector to claim your permit copy and identification sign, discuss the beginning of construction date, and methods of complying with permit requirements. He will set the time that he can furnish personnel for the required supervision of your work. Please contact him at least 24 hours in advance of your planned construction beginning time. It is suggested that you contact him by telephone before any personal visits. Your approved permit and a copy of the approved plans are required to be kept on the construction site at all times during construction. AREA ENGINEER . �:'-�: MAINTENANCE :- _ CONSTSUCIION -: = la REVD OCt '7 2009 5TA'>` ADD .=_ PROD, MM AGis REMIT =� . • From: 01/26/'10 16:27 #028 P.003/004 211 Butler, LLC. Page 2 September 29, 2009 With this approval, as the applicant, you agree to make any utility relocation or adjustaients deemed necessary by the Area Permit Inspector, and abide by any special requirements listed below. All work to be completed within the D.O.T. right-of-way must adhere to the current 2001 Edition of the Georgia Standards and Specifications Book.No future drives allowed. Special Requirements are as follows: Please find attached letter received from The City of Tybee Island. This letter states the acceptance that there will be five(5)parking meters and ten (10)parking spaces lost clue to the building and subsequent use that will take place at 211 Butler Avenue.If these five (5) parking meters and ten (10)parking spaces are not removed before the end of construction,the Department holds the right to cancel this approved permit and/or remove drive located on S.R.26 at this location. Please notify the Area Permit Inspector upon completion of work under this permit so that a final inspection may be conducted.Upon approval of completed work, you will be released from the Irrevocable Letter of Credit. You should request said inspection only after you feel that all work has been completed in compliance with all requirements and a satisfactory stand of grass has been obtained. Sincerely For: Glenn W.Durrence,P.E. District Engineer By: Robert T.McCall District Traffic Engineer cc: Keith Golden, State Traffic Safety and Design Engineer Attention: Daphne Cautela, State Access Management Supervisor John Kent,Area Permit Inspector f From: 01/26/r 10 16:28 #028 P.004/004 DOT 7412 DEPARTMENT OF TRANSPORTATION (FOR DOT USE ONLY) REV.0Il1957 STATE OF GEORGIA District No. 5 REV.I If 993 ATLANTA,GEORGIA State Route No.002600 REV.06/2000 30334-1002 Mile Point No. 35.61 Distribution County Chatham ' ' s. ,: Permit No. \D—-'2;.: - —C.;t4.—C.. i (AFTER APPROVAL) (S. $2'�'��s.4�;White—Applicant T rtiet%s- Icj Yellow—General Office +"ri.' 1 Slue—District Engineer fir-'=: ' t Green—Field Inspector r b APPLICATION AND PERMIT FOR(CHECK ONE) F COMMERCIAL DRIVEWAY r NONCOMMERCIAL DRIVEWAY E CITY STREET INTERSECTION r COUNTY ROAD INTERSECTION TO:GEORGIA DEPARTMENT OF TRANSPORTATION,ATLANTA,GEORGIA 30334-1002 Application is hereby made by 211 Butler,LLC. (912)786-7945 Name of Applicant (Area Code) Phone No. P.O.Box 1397 Tybee Island GA 31328 Post Office Address City and State Zip Code for permission to construct a Driveway and/or Road Access on the Right-of-Way of STATE ROUTE NO.002600 U.S. SO within the City Limits of Tybee Island and in Chatham County, in accordance with the ATTACHED PLANS,subject to the REQUIREMENTS of the Georgia Department of Transportation and subject to any SPECIAL REQUIREMENTS set forth herein.This drive and/or Road Access is proposed to serve a Retail Shop Name and Type of Development to be located on the property on the W side of the route beginning 175 Feet, N.S.E.W. From Nearest Street N of the center line,of Third Avenue and Fronting 240 N.S.E.W. Nearest Street or Road Total Frontage Used Feet further N along said Highway;and at mile point35.61 N.S.E.W. Two way full access commercial drive located on S.R.26,Chatham County,within the City Limits of Tybee Island.Drive to align with drive across S.R. 26. Permit requested this 14 day of May ,2008 , NOTE:By signing this application,I hereby certify that: • The number and size of driveways shown below is the only access that will be requested for the property described above and may be modified or eliminated by DOT upon a change of use of this property. • The DOT has the right to revoke this permit upon 30 days written notice. • The DOT assumes no responsibility for maintaining the permitted construction beyond the back of curb or normal edge of pavement. • CHECK ONE F The above applicant is owner in fee simple of the property described herein. I The above applicant has leased the property herein from the owner, and said lease began on l and ends on • X �. b BY K 1 ' t/���'L With in Ip) on All Copies T e or Print Name !j X �. Witness in Ink on All Copies Sign in Ink on AU Copies Title X i,Za ernflet. If*an or Of cial for Applicant FORM TO BE COMPLETED BELOW THIS LINE BY GEORGIA DEPARTMENIOF TRANSPORTATION F Non-Limited Access—Approval by District Office F Limited Access—Approval by General Office SPECIAL REQUIREMENTS: (by DOT only) All work completed within GDOT right of way shall adhere to the current 2001 Edition of The Georgia Standards and Specifications Book.No future drives shall be allowed due to the limited amount of frontage associated with this site.Minimum spacing requirements as set forth in the driveway and encroachment manual cannot be met with proposed frontage.See attached any special requirements.Permit shall not be issued until letter has been received from The City of Tybee Island agreeing to remove 5 parking meters and a total of 10 on-street parking spaces. PERMIT GRANTED to make the above-described installation(1 Full access commercial drive @ 24' )in accordance No.and Size of Driveways with REQUIREMENTS of the Georgia Department of Transportation;this 1-' 11 day of C c 6t fa. ,20 C=1 , This permit is to be strictly construed and no work other than that specifically DEPARTMENT OF TRANSPORTATION described above is hereby authorized The work authorized herein must begin within OF A F O GEORGIA three months from the date of approval and must become completed on is schedule r } ..p.f�„• satisfactory to the department and not to exceed twelve months from the date the By ,< . 1r\_. .,c.A.,..,_ ' permit is approved. District Engineer No modifications.chances maybe made to the text of this aerial,unless agreed upon in reeding by m• Title nepermOent.A copy d ilia hum lot lies pep01Is on lea Mes the Daparbnuxs mice 01 irate Operator., Genera OM..and the language them chat,be deemed lo control In Ine event of any thopute C...nop the speeike provisions of nee peered or any I.ndficaf to same I O1 /2O/' "O 16:26 #O2O P O01/OO4 F[O0� � � . FAX COVER ������� " «�^^ ���� � ^-"^ ~°» ^^��� " DUSTCOM LTD INC 112 AIRPORT PARK DRIVE(9Y408) PDBOX 7724 GARDEN CITY, GA 31418 USA 912-964-1840 912-964-1643 Attentio � ^/7' Date � �. � ^^ ~�7�7 / /I/"o�^- �^� /4»��*) Fax numb ,nvnv'mm"°, / _ �3�� �� `� /�J-- ���� �� ~^ �� �� � �� ^� � / � � � � �^ � Reference -- Vrgent —lR*p/yASAP | Please comment Li Please review | j For your information Total pages,including cover: O.—. LI COMMENTS _______ _ - -__ -'-_-_-__-__-_'__-----_______--__- __-____-_-_-_-______ __-________-_-___ _'_- - -_________-_-_-_-____--_-___'__-_____--___-__-____---__-____ ____^�Xj0le__+ _-____ . .. Were A.. Q.- e.cfret_ 4.7----7:A.e p.t.-..Ct2211.___„..7.1 ±".._.4..27_1.-_.:Arao...--.. .... P.0.. Xe..4::::. .41.‘. 114-4449,..x, _._.". .-Pak.i ....'.—zr ,on.fr..e._ ....."2"..._ ..,. ....-_______ --___--______-_--'--_-___-_-___---_- ��_-_--_______---_-________-�-_-__-__ ____-___-_-___-_--__-------------^-�~_~e~.S ------ ---'------------------- _-'_--___---_'___-___-___ ' .� �� -�~.~~' _______'---__-___-^-_______-__-_-__-__-___-_�_____-_-____--______--'_'______- _-_____-- -__-'_____'____-__-_________-___-____-___--_-_____-_-_-'_____- - __-___'__-___-___'__--'______�__________-___---______- { LAW OFFICES CALLAWAY, BRAUN,RIDDLE&HUGHES P.C. A PROFESSIONAL CORPORATION TIMOTHY F.CALLAWAY,III 301 WEST CONGRESS STREET REPLY TO: DANA F.BRAUN SAVANNAH,GEORGIA 31401 POST OFFICE BOX 9150 R KRANNERT RIDDLE -- SAVANNAH GECf2GIA31412 EDWARD M.HUGHES TELEPHONE(912)238-2750 D.SCOTT PORCH,IV FACSIMILE(912)238 2767 T.DANIEL TUCKER January 20,2010 Voice Mail Extension-108 E-Mail-Bhuehes( Qixhlaw.com VIA EMAIL ONLY R. Jonathan Hart,Esq. Hart&Associates 6349 Abercorn St., Ste. D Savannah, GA 31405 41$0* -;\`P RE: 211 Butler, LLC v. City of Tybee Island In the Superior Court of Chatham County Our File No. 572.14536.504 Dear Jon: This will acknowledge receipt of your letter of January 15,2010 referring to a memorandum from Gregorie Anderson of the County. The memorandum was not enclosed. Please do provide it to me so that we can evaluate its contents; however, I had thought the issues to be submitted to Gregorie concerned Code compliance issues as opposed to what may typically be included on a site plan. Tybee's ordinances and policies would control what goes on a site plan in my view,although if some Code required a certain type of construction or component, that would certainly be worth. knowing. In any event,please get me the enclosure from Gregorie and we will take a look at it. With kindest regards,I am Very truly yours, Edward M. Hughes EMH/md cc: Jonathan Lynn, via email,w/cy Hart ltr ITI HART & ASSOCIATES 1� LAW FIRM January 15,2010 r Edward M. Hughes,Esq. F.O. Box 9150 Savannah,GA 31412-9150 Re: 211 Butler,LLC v. City of Tybee Dear Bubba: Please find enclosed a memorandum from Gregorie Anderson of Building Safety and Regulatory Services that addresses the issue in regard to Site Plans. It would appear that roof overhangs,balconies and extensions that do not intersect the ground are not represented on a typical site plan. Given this finding it would seem to me that this matter could be handled in regard to 211 Butler as a staff matter. Please advise accordingly. Sincer- , R. Jon.is an Hart, Esq. RJH/as Copy: Sue Green { 6349 Abercorn Street,Suite D•Savannah,Georgia 31405.(912)355-6644•Fax(912)355-5043•www.hartlawsay.com.jon@hartlawsay.eom T STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min I:A Workplane 13.2 fc 15.9 fc 7.7 fc 2.1:1 1.7:1 LUMINAIRE SCHEDULE 6 . . . L Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts LM-1 7 WL-105833 Wet Listed Vapor TWO 54-WATT T-5 LINEAR WT-2T5- 5000 0.88 105 Tight Fluorescent No FLUORESCENTS. UH.IES Reflector 2/54 watt T5HO's, 120-277v Universal 4' SILVERWAVES, Inc. Canopy in Front of Building 100' x 12' x 14' 7.8 13.2 14.1 13.7 14.8 14.1 14.1 14.8 13.7 14.1 13.2 7.7 8.3 14.2 14.4 �.9 14. ' 14.9 14.4 15.1 °�4.L 8.2 Designer Melissa DeNicola 7.8 13.2 ,14.1 13.7 14.8 14.1 14.1 14.8 13.7 14.1 13.2 7.7 Date Jul 19 2011 Plan View Scale Scale 1"= 10' Drawing No. FA® 1of3 Warehouse -Ilghting.corn STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min r, Workplane 11.6 fc 14.3 fc 9.5 fc 1.5:1 1.2:1 I LUMINAIRE SCHEDULE __ V 11 S LP A. L_ Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts LM-1 5 WL-105833 Wet Listed Vapor TWO 54-WATT T-5 WT-2T5- 5000 0.88 105 Tight Fluorescent No LINEAR UH.IES Reflector 2/54 watt FLUORESCENTS. T5HO's, 120-277v Universal 4' SILVERWAVES, Inc. Canopy in Back of Building 80' x 12' x 14' 9.5 11.2 12.6 11.1 13.1 11.1 12.6 11.2 9.5 10.31 0 11.8 t I S.i 11.6 11.6 113.6 11.8 10.3 Designer Melissa DeNicola 9.5 11.2 ,12.6 11.1 13.1 11.1 12.6 11.2 9.5 Date Jul 19 2011 Plan View Scale Scale 1"= 8' Drawing No. FM 2of3 warehouse -Iighting.com STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min Workplane 13.5 fc 14.3 fc 12.8 fc 1.1:1 1.1:1 LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts LM-1 3 WL-105833 Wet Listed Vapor TWO 54-WATT T-5 WT-2T5- 5000 0.88 105 Tight Fluorescent No LINEAR UH.IES FLUORESCENTS. Reflector 2/54 watt T5HO's, 120-277v Universal 4' SILVERWAVES, Inc. Canopy in Side of Building 40' x12' x14' 12.8 13.5 '13.5 12.8 14.0 14.3 14.3 14.0 Designer Melissa DeNicola Date Jul 19 2011 Scale 12.8 13.5 13.5 12.8 Drawing No. r®® Plan View Scale 1"= 4' 3 of 3 Warehouse-Iighting.com Tybee Island Whitehead & Associates GE 1000w Power Flood 5998 Lake Forrest Drive Date:7/13/2011 Atlanta, GA 30328 Drawing #- WHA-110-1 404-843-1815 Raymond@whiteheadassoc.com Luminaire Schedule Symbol Qty Label Arrangement Total Lamp Lumens LLF Description E) 4 1 PF1K01M0A27X6DBxxx SINGLE 81000 0.689 1000w NH Flood With Shiel Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Grass_l_Top Illuminance Fc 0.24 1.4 0.0 N.A. N.A. !-- 1 Grass_Top Illuminance Fc 0.89 32.0 0.0 N.A. N.A. Neighbor Property Illuminance Fc 0.09 0.4 0.0 N.A. N.A. Parking Lot_Top Illuminance Fc 5.01 43.5 0.1 , 50.10 435.00 1 . . , . [ . : : , 1,0VELI., ,AVENVE, , .-, .,o 1, .1„ 1 0 1 o 'a c *,a 'o o ic.o 1 a 1 o 1.o lc 1 1,.c 'a o 4 3 0 E 'a o •.o ',.1 1 o 0 8 0 1 4.1 4.3 4 0 4.0 1 0 4.0 4.0 Grass Top , ,1 73..14 .2.7 .E.1 0.0 :i.b ' I 1 i ' .4.: 4 7 r 4.9 0 3 4.. 4.3 1 /.0. .0.1 0 1 .0.4 0.1 4.7 4.1 4.0 '_.L._0_,,_4,2. 4.3 4/,____. ,_ 4 41 .0_;1_,_ 4.2 .3i.2 ■ *3a.a 1 a 1.o 1.o *o.o 1 o 1.o Property , ' ,.9 -9.9 -,.., ..,0 .09 -„0 •9.0 .„.0 .,09 .1,1 5 43.1 41, .0., '3 a '3 a 1. 1.5 .0.3 .u.5 .0 3 *II .t0,0 15 0 .3339 Parking Lot ,...y z , .5 .c. r. , .lir 11 , .. . , ..., " " " " ''rs.`g .1 "TOP.- • I" '' ''' ,-- •-• 1.= . __ __ .0, • , , , , . , ; , i • • , I . . . , ■ , . ' . ,AVNLIS .4.. Scale : 1 inch= 60 Ft . / ' - 71_ PLANTING NOTES: I L ANY DEVIATION PROM TI-ESE PLANS MUST BE SPECIFICALLY APPROVED BY LANDSCAPE I ARCHITECT OR OLLNER'6 REPRESENTATIVE 1 g 2, NOTIFY LANDSCAPE ARCHITECT OF ANY BITE CONDITIONS WHICH MAY NECESSITATE I 111�� MODIFICATION TO THE PLAN LANDSCAPE ARCHTECT SHALL.P NECESSARY,MAKE"N-FIELD I (w- p G MODIFICATIONS`. VV 3. FINE GRADING SHALL CONSIST OF HAND RAKED SMOOT41.FREE OF DEBRIS,ALL ARAB . 4 1 TO RECEIVE LANDSCAPE PLANTING AND/OR MULCH- I o Is E 1 4, CONTRACTOR I6 RESPONSIBLE FOR INSPECTION OF EXISTING CONDITIONS AND s ��r/ a p a I 1 PROMPTLY REPORTNG ANY DISCREPANCIES. CONTRACTOR TO PERFORM BOIL TESTS 45 a: . p PLANT HEALTH AND GROWN. I NECESSARY CONTRACTOR IA6 RESPONSIBLE FOR LOCATING BTNG UTILITIES AND HE IS **CCt °° " e RESPONSIBLE FOR ANT DAMAGE THAT MAY OCCUR TO EXISTING UTILITIES. i 1 e a G SYSTEM TO IINCLUDE�VALVES,PIPES,HEADB,FITTYIN,6 AND BACKFLOW CONTROLLER I �, ev t ` AND TO PROVIDE V/0%COVERAGE OF ALL SOD, AND PLANTING BEDS,AND RAISED : s p o a i PLANTERS. 1 1 MULCH ALL PLANTING DED6 WTH MULCH TO A 3"DEPTH EXCEPT AT EXIOTIb*PIE TREES a- 6 a" TO BE SAVED. 1 r s i ` Q CONTRACTOR VERIFIES THAT ALL PLANT MATERIAL IS DETERMINED AVAILABLE AS g 6PECIFED WI@1 BID/PROPOBAL 16 SUBMITTED. '∎ E MACE OI.N QUANTITIES TAKEOFF DRAWINGS TO DETERMINES.CONTRACTOR 8ALL 1 I SATISFACTION, REPORTIbE PROMPTLY ANY DISCREPANCIES IWICH MAY AFFECT BIDDNG. NOTE. 10. ROOT TYPE MAY BE FREELY SLI86TITUTED N CASE OF BALLED AND BURLAPCED OR 1 PLANTNGB 6140IW IN CONTAINER GROLLN,OTHER SPECIFICATIONS REMANNG UNCHANGED,EXCEPT N THE CASE a OF CONTAINER GROIN SPECIMEN TREED 46 INDICATED N THE TREE PLANTING SCHEDULE. LOVEI.I AVE.- IL ANY SIGNIFICANT ROOTS ENCOUNTERED 2.DLA,AND LARGER SHALL BE PUG OUT BY HAND I ` CONJaIRM WIN OWNER AND CLEANLY CUT BACK N THE FOOTIG I FCLNDATION AREA TO PROMOTE ROOT AND CITY PRIOR TO RE-GROWN AND HELP PREVENT ROOT PIE/SACK PLANTING t0 TIED E 3 MJHL 2 MWNL ILLF FUTURE PARKING BY Q.IRRIGATION SHALL NOT SPRAY BEYOND LANDSCAPED AREAS CR NTO ANY SIDEWALKS THIS IS PERMITTED ILLF NEOL MAHL CITT CF 1'T EE OR ROADWAYS. CONTRACTOR SHALL SUBMIT IRRGATICN PLAN FOR OILNER 3 MJHL 3 MUH. L O VE L L A V E N U E ISLAND RUN(POWDERED " °E''PA" A OVAL NOT WA9FED) B. FUTURE PARKING LOCATIONS ARE ILLUSTRATIVE ONLY AND SHALL BE VERIFIED BY CITY 330 SF SOD NEOL ILLF EXISTING LIVE OAK TYP. OF TYBEE!SLAW,GEORGIA,CeDOT,AND SHALL MEET ALL IOCAL,STATE,AND NATIONAL -'--3 MJNL .. DESIGN STANDARDS AND CODES PRIOR TO NBTALLATION. \ MYRC O.0 Q Q : v ' S Mt1HL - - ∎-••-. IA( POLE oc+ oc � o 00 lt000 0 00 0� o i z I • 3' MINIMUM OF 3 MUHHL �- L I M - ,._ ��, �D O ILLF `,• 1®r._ ��a ! r - __ �H 71_`� — A -- -' ✓� PINEBTRAW MULCH X 14 I ;,i 0 f A� wCJ -� I 000000 v000o —,,,�/ — �^ t rati To . i — / 80 L B£ *Se CITY BY y�Ly�$�! ILLF _ - LtR My �,J FINISH HO D WATER ISLAND-ACC CRUSH �///�,P. ) �._ y --- ILLF NEO1 •;� 8 N1lL-I- I 11= AND IRON(POWDERED 3 ILLF !f •"r'�"' •' I - _ CsRADE a NOT UJASI-EDJ l o a 1 4 T'AJHL. 2 N'l1HL 3 NTJNL j 3 ILLF . i I 11 ':I \�-::�`� ,L B4B OR qep ;.� NEGL NEOL ILLF. I.n.RC I I-' r, —�`�f CONTAINERIZED(5£E W1 NEOL i c 2 MULL- --- c J. 65R SF OoD PLANTING SCHEDULE, F C�• . C,sim l� �a *—3 MuHL ��.aa..-` SS p� ,�I I _` .,I, _I THIS SN£ET) (T� (1i 3 MuHL I J0 v' . 000. 1 �60r00 1020:VIJ�•.yr 1!-O_fIO to" ogc sort!. I a„TYP. \` � II AMENDED PLANTING ”! Hl��-�N O M1� j� O ' I R!CHAR() F. _ I SOIL AS NEEDED ; (SI 31LLF W . �' � Now � I 3M1JdY -_� III .{.LLT' PER ANALYSIS. I'i IL SOIL ANAL �► _ — — NEOL I NOTE: WHEN O a I : p i ,a)7. �� 3 rAL1L 3 MLNL �� 3 MLNt NOTES: CGROUNDGOVER5 AND \ 3 MJHL I SHRUBS USED IN _ _ 1 MEOL NEOL I.CCXITRACTOR SHALL A83UR£PE�OLATION I rr:; I ILLF OF ALL PLANTING PITS PRIOR TO MBTALLATI ON MASSES•ENTIRE BED •.. r� b M WL MJH 3IMIJHL ` I TO BE EXCAVATED ��1 �j I 2.IN IBAL MPERATIO SOIL L.5E *CONDITIONS," TO RECEIVE C4 W W _6 POPp T� SOD ROOTBALL ELEVATION SHALL BE t2"ABOVE PLANTING SOIL AND ( r- 7 I I -_ I FINISH GRADE. COORDINATE WITH OU. R'B REP. PLANT MATERIAL. Q� W L I:' PRIOR TO SETTING ROOTBALL ELEVATIONS. W W Boo 6F&OP I i SHRUB PLANTING DETAIL - NTS U ILLF 880 8F SOD i_.,_—— —— — 1 Q B POOP tilt / H.C.j H.C. I I 1 + cn 0 Wilt ,, , , , e, �./ H.C. , , 2 • I (410 a/ , d,I V 4 / SIDE WALK I I BUILDING OF I 'r j NEa- ;%%/ /� - - .'I - + I + II i AR.3 FOOL Nit��C�t, ) 3 / �����������. I KELLY 1 \ i—+—+—+—+—+—+—+ 1 3 MUD �� L0�! a 4. v A I v7 + + +—+—+—+—+—+—1 � r "4,4445 \ SPECIFIED OG. 1 , �� I SPACING I 1--+—+—+—t—t—+—I 3 MJH_ ---r DRAWING TITLE: TYPICAL BED LANDSCAPE I ILLF OF P PLAN I . ... . -- SIDE WALK - I _ . �C — — IR OF SPECIFIED 1 POPP —1 — — —�^ „ I O.O.SPACNG -O,,,t: :"AL e e .. • _ /, - ._� ��.._�. • l DATE: 6-21-I1 �� L % b' -1 ATYPICAL SPACING M SPECIFIED O.G.SPACING��.i' r - :.:��...---„...:•'�..,� � ,.....,. .±__:_. B� NOTE: NOS BEDS. NEAR PLANT 1. EXCAVATE ENTIRE BED PROJECT NO-: 11301,1 �� BEDS.OUTSIDE ROW TO SPECIFIED FOR GRCxANDCOVER I 1141RD AVE BHCWJ N BHOLLN ON PLAN PLANTING TO A DEPTH OF V. DRAWN Y. II'1 THIRD AVE-CONFIRM FOLLOW CURVE AS WITH ORDER AND CITY TO EN TO TWO leG B U TL ER A VE N U E GROUNDCOVER PLANTING DETAIL - NTS CHECKED BY: BUJ TO ENSURE THIS Re PERMITTED REVISIONS: 1-t.-11 PLANTING SCHEDULE Quantity Abbr.v Botantlpl Wm. I Common Name I HMIgM BFeed ICantelnerlCaUSpedrg I Notes 'Trees 1 Shrubs _ N 21 SLF llucium lorido:um Florida Anse 30.42 24.36^ 7 gal, - -/ _-__—- 15 NEOL NkNGn oleander Oleander 4' 2J' 7 gal. - Sp.des/Color to be selected by owner 1 4 MYRC Myece inters Was Myrde 4' 2-3 7 gal B I 1 10 PODP Podoc..pos m.crophyle Pringle' Podocerpua Pringle 18.34• 15.24• 3 gal. 1 Gnawer Vine,/Graundsoven _ o 16 32 48 64 DRAWING NUMBER+ ASP Annuals A Nannies Seasonal Cola 6-12 6-12 4-pots 12 o.0 ConVador to praede type Poo oppa6l by owner 8 I 24 I 40 1 56 j 77 MLRIL MuN.Mpgie raollgyl VVNIg Cloud' MuNy Gras 14-16• 1248- 1 gal. 30•o.0 I I I i I TOPO AND AS-BUILT SURVEYS,EXISTNG TREES AND SURVEY 3070 SF SOD To be determined by Owner - - - DATA IERI E TAKEN FROM DIGITAL PROVIDED BTTHE CLIENT — — 1 MULCH To be determined by owner - - - - - 3-Theca-All landscape Beds Scale I"inch equals W' OF 1 (ILK IS NOT RESPONSIBLE FOR ANY ERRORS IN THIS IWOR•fATION ° 81i SS PV ' �'-° _ _ _\ _ _ —; —;74; —l= �_ 'L O V llL L' A V N,'U/� ,l �� — —� — — — a: 8.72% �� �� 1 .� 10 3a °. 8 d4 / 10 2 r i J. r � j O 1 ,�, , i - _�__... .- --- - —' i n — — — — — — — — —�Q O BILL BOARD ±LIGHT O GR, E INLET — — EXT'G BOX AND �� 1/ALVE G 8 W 10 - POLE E AS PER DETAIL "TO • 14 _ _ _ _ ' � — — — — 4—gigs: — �f--- 1 O — — — — L1 Q LE PEDISTA�,`\`� JATER LINE o� T -e�••�" ' • • U 5 1 (.)1\1C ,o� ZED I N NEW °� Q ` 7 °" 1 2.• ,/p T ° �► _2'¢�.�� _ ._ — �g o v 54 ; —A ,'IL,ERRENCE BOX _ _ _ N��_ _ -- — \R CONNECT TO � L- — \� - 81� -- � ° ° EXISTING STORM FI,L,E 7. ----4--------- — .__ ° . I io,, BOX BY CORE 1� I' 6.a — 5 6.3 _ `� �,��I ti ° • — ° DRILL HYORAN - 6.3 p 6.a •`� I i ��: �' °TR� ° I/--6.6 zo I.E. 6.00 - 1I��1 rr%` ° I Q � O q) .1( 6.8 CONCRETE t 63 CON�R� �► � 6 FLUME FLUM \ _ ° �� •��— .W. 4 i`'' A.38 i Sr Ili II- _ ���� ..; 6 DEPRESS HEADER TR I V STRUCTURE ' 'PMT " ��:► 9 ►• n:: ° <' ° �. ° CL1R8 AS SI-SOWN -A�s& I N OUTLET STRU a.a3 II \ (f) © f'c9 A LAG W W T,E R ° SEE DETAIL N WEfP P LE �� �o _ — ,_� TR o cuR� ° ° tip° 1 MATCH I ° o° �'� °° 1VA* . - ° °1 9.9-3'x. ° ° e o� ° T� EXISTING ° + ° rjJ'�SS 'HEAD I ° .g�� I• PAVING o+ ° ° +° ��1 Ely ° ELEVATION I ' - ° ° �1 • L PL O W . - i',, °cu--: vj1:' ��� ° I n 1.15/• ;° ° ° ° A1 '0, Nlb ° •�c ° �i.Ca PARKING ° O ° TR ° ° ° ° ° ° a ° ° ° ° z °�� f � BP ..AF; G °AREA T®° BE° d a ,° a ° � $ ° ° °°�.y.3.az °° 8i 2 fi ° ° ° < ° H W - ° ° ° K ° CONCRETE , ° ° ° ° ° ° ° ° ° M ‘,N X G/$/ , ° ° ° T a ° 9.492 ° TC �.3-�Er `� w� _ . ° ° u ° ° °° 1 4' WI. ° � I °i a ° ° ° °4 . ' /0°C° 4 \ 1 : • °�° „� _...� : �� Ise ° H.C. ° 1•g7 a ° , II, �? i 1 D4° r Iry • r6 TW 10.79 ° r °, , ' 1 , , AI '' " 1 NI ,o . .10,Ar : 0 -1v1 ,,, A . ' ° -,0,14 I 4'..---••"s°.**.' \\ / ,,,'‘ —_____ I; IL., • . Piill 14F7 A AlAut 4. .. 9. 10 . magi , , N 0: ti SIDE WALK ° o° °41: T C = �' r ''' i <°(P ,,,,1111/ r /. '. iI <° ° ° ° Ir�,,, GS° I °° ° ° TR PO TR o� Tp }�-g /10188/�' �" , TC°1'6 ., ° °I3-9 9 I D. TRANSISTION i/: / i , //,'•� �I PM N SIDEWALK A,T. � P�.p O�,2'Q 3 ° 0.5% r 17;er/, 4, Ctt Z 1$$6 '10:63 , ,DOQR TO .My e•H' %�/, i,,��� ,/ i. W ° ° ;' ' ' ��' o T W 481 �� °° PIN E'D%FLOOR` r :�,, , i 016' , ° ° ° / EL VATIO"N % '/ %� `n F 9.67 °° O N d ° P/I// 0 / , ',' / / �' /I ,' `TAN j ° TR :411'42409.1.4% ° I TW' " ! Y 5P -9-46-1 ° I ,,, ,/I' IP /'./ �G /////4`P,/,','� � � ' �� '�10,�84 : ( °° r ° .. 1,25/° 1.1A ° • A• ,,, / �� �° , �', ;��// 1 ° , °° T. C. 1 . 04 I, S/ o T G. 10.5 1 \ .� SIDE WALK — — -- — 7 , / ae ' , o` v� - ALK‹ :T ' w- - - v - 96 PI1 _00--T)-0-441-_,7„m-r,,- M .. PMT ri,- _ P o-� PC r ' _ R a ' � r UTT� i l 5 T• 9'. 95. EXISTING •I C. 9;'�77 1. T;C. 10. 67 7. 0. 10.57 T..�C. 1�0.2 CURB INLET G.9. s;LoPE x. 9.25 G. 0. 10. 1,'7 0. 9.,77 46 0,37% °0 TOP 9.91 10' 05 13 G: TH.9. 12 (:)F GE0 jilt goilitillig p JEFFREY A CRAMER ,`� \ StFRFD AL I Nilifil. I11I111hhhhhI0 ', PEDISTAL R „ Nw' ; -'. PR �P w TM p FS^ •R TELL O6 P G{ RE`AS1_01 i•r-/ - , I t RN° \------" I 1 = i. •• ,1 `__ 05/12/08• * 1.E •t•5 - < __- `L `,o —+��� ; os/27/o8 1 L vE \ ; \ „/�/D8 /E. 2 6 '� 4 6 ,E , �0 Q1 0s 0g 29 BOX 0 � 0,/o7/g9 u d UFF t € .s i 1 Q • c # 1�✓ - -- R 27 2g N Q 0. ' _--- - ti 25 26 \� i . -! N \\\\ FIR'tRANT - ---- �, �.�� 0 10 s, \\,,,t_ �1 \ --, g '113 R E TEN .1. laNzak fttilk W Z\ 11 • 4 j� ,'1 a� willow IV 1-14 -© '' �] j 0. ,z, k \, .,— —y POWE' '�.. ° ° ° ; 3g 1\ \ U-1 0— \\\ 21 22 2 3 24 3 �� , b a 17 1 19 20 1 32 39 \ \\ \ {}5 16 1 11.1 (j) 7 a ' tt.1 14 x�ti 12 j 3 40 + O W J v IliP: \ iR 0CD � a y I r It's""" 33 t a r�u � i ■■ 3� 41 \\\ ', � W CO.' 7' .1 ' NCl/ \ \ . _ .. . T$iLc \: ' U Ill al CO 7 � Z 1 10 a �� -�' 44 ...,.� I Q :, ( T. �};1 11 ° ° '—::_r r%�,�i.�. 37 7 1+v V) z "� ° ° 5' SID -- / / / / / / / / / / / �/`f' - 0- m Ili ..,7/ / ...., \ (4t .....-----JWAW/ / / / /. 1,,1 I -z_. LU I+ - t t--.i W i'� / / / / / / / / / / / / / / / / / / / / / / // rrr`, t N ' . 4'.*r.;)P 1 v / / / / / / / / / / / / / / / / / / / / / / / / _ „ \GUY WIR•' t -t-,_. '/ / / / / / / / / / / / / / / / / / / / / / / 1 - '. DRAWN ay BC �._+ ,/ / / / / / / / / / / / / / / / / / / / / / / / S ' , , CRECxED BY \ + / / / / / / / / / / / / / / / / / / / / / / / .i 1 / / / / / / / / / / / / / �' i 0 �Rfi. . OAS: 0we 0 i/ / / / / / / / / / / / / / / / / / / / / / _ �a.._i � _ !%^►:��� SGALE. ZN BUTLER pM 1 / / / / / / / / / / / / / / / / / / I /�cn tf =� PROdEGd j Ivl , , / , / , / , , , / / , / / / / /��_.. {� q �{• 000_wM il_fi /A/ / / / / / / / / / / / /_/ /.---_= U�� it r �---5 1 ✓ j��J�►' 410-47- i"'n' �DE 40.�� ® �� TE' PM 2 & i ' - - = - — C RB =g f — v � CJNC INAL � - 0• •.9 I , 411, 41 \ it_,, I / 0111°1111 , / II !Oil \ , i / LOVELL AVENUE 60' R/W N 17'54'16"E 240.00' __ __ __ __ __ __ __ __ __ __ __ __ __ T __ T __ __ __ __ __ __ RBI, 5/8S ,l 0,8. tB'CONC.PIPE \\77 1 1 II----'N\ I I CVRR I v`�- . I I 1 1 I ' DETENTION POND I I \---------------..... — 1 1 II 1 � LOT 11 \ i ...3 `\ PT.LCT 15 GG LOT 9 LOT 10 CONC. i I I \ U • � Lx I I \ I •IZ GTE.1 '1 I GRAVEL PARKING AND DRIVES 1 i W 1 i` E4 ; m I DR VEttAx y F U1 I I N if X I -- -- -- -- -- -- -- - T -- -- -- -- -- ----I Q �-- -- -- — -- -- - i i' cl I E I (r..-- .\\-\\ ... Y '-'al 1 I CONC. 1 I GRAVEL PARIavG AND DRIVES i 1 I I 1 0`°� RAVE- , \i \ 1. o PORCH I 10.3' a I Ill I I i •l j I I LOT 6 LOT 7 I LOT 8 , 1 I i I A/C I I I I I I I I PT.LOT 15 I I 12 TORY STUCCO BUILDING I I I t r I. 1 I I / 1 1 � I I 1 III 1:\ 9.e. ...., t k S`\\ I < i I CURB i 1 1 q\\ l • COL `CANOPY I Co L., s 9.B r 1 ; s/B�BB� +a,fz.l' b __ 15/13'RRF CONC.WALE EAVE CONC.WALK S 1S'00'00'V 240.00' BUTLER AVENUE 80' R/W ACCORDING TO THE F.LRY.DATED 9/20/06 TNL9 SITS IS WITHIN FLOOD TONE AE.BAT 19. PLAT OF LOTS 6-11 & A 20' DRIVEWAY, REFERENCE: PRB B 229 WINDSOR PLACE, WARD N0. 1, TYBEE ISLAND, EQUIPMENT, CHATHAM COUNTY, GEORGIA ,PCON AP_LIN AREA = 0.87 ACRE ".•R OF CLOSURE: �.��,� .LINEAR:11- STREET ADDRESS:Ell BUTLER AVENUE ANG:=/ANGIE J. AfII17.SY REYNOLDS STE._ PLAT:HAIANCED BY: FOR: 211 BUTLER, LLC LAND �'' PLAT:1/288,900 638 STEPHENSON�AVENUE (- �N0'22 2 0■ i � 30 0 10 20 30 SAVANNAH GEORGIA 31405 `TL O'.�' scALE:1'-lo' f•111111111 I I TELEPHONE:FAX 464 \ .,.g', \b<\\ n�is AP99 13,2011 PI.AVEY GRAPHIC SCALE — FEET ..�' T FILE NO.98-1998 LOVELL AVENUE 60' R/W N 17°54'16"E 240.00' .. { ww eewe ' w. ewieee w, •ewe e-wellww, ,ww aeeellpeewrwe, ,e ew .rse/I�se� eeeew. iwe�..0 ew w.Irwe e .1.1Ye • a TMmb 5/8" RRS I 5/8" RBF C S'--b v S I? c7 18" CONC. PIPE x i I I 1 CURB x r IA x I INLET I I I i I I I 11 DETENTION POND x 1 x I — \ ,_ l x I ' \I I \\ i x I 1 1 LOT 11 x Ca CURB x LOTCONC. 1 PT. LOT 15 \ I T 9 LET 1 C� Il I i I x I { I r4 \ I I I I o `, E. - i GRAVEL PARKING AND DRIVES I I I WW 2c\.:21 i DRIVEWAY I I MW ( x r rn E r \ 4 62 Po Q HM I 1 1 CI 1 - i t4 W v El 1 I I I PQ is o r I CONC. 1 ( GRAVEL PARKING AND DRIVES r x 9 �& �~�� EAVE t i 04� o 1 I 1 oo\ PORCH a 10.3' I I I I I x i \ I I I I a \.. I LOT 6 LOT 8 x A 1 /C LOT 7 x a I I I I PT. LOT 15 I I I I x "O x 2 STORY STUCCO BUILDING I I I I -°i I d I I a 0 V I �' I 1 x c4 1 9.6' a I A C 1.,\D I d ( I CURB I I C\----P ; : co:.1, I a CANOPY '~ x 5/8 RBS _ _. we�.wwe eeee .wwew ee . ... �e1.4!--a- �. NNW*NM 5/8" RBF .ew, ..ee, es ,ew, .w e � wwwee ,ww� ,ee, N GUTTER ENCROACHES 0.4' CONC. WALK CONC. WALK GUTTER ENCROACHES 1.3' EAVE ENCROACHES 0.9' INTO R/W 0 S 18°00'00'W 240.00' ACCORDING TO THE F.I.R.M. DATED 9/26/08 THIS SITE BUTLER AVENUE 80' R/W IS WITHIN FLOOD ZONE AE, BFE 13. U. S. HWY 80 WALL JUNE R 8, AVENUE E SHOW DISTANCE FROM BUILDING PLAT OF LOTS 6--11 & A 20' DRIVEWAY, WALL TO BUTLER AVENUE R/W LINE AND LABEL CONC. SLAB REFERENCE: PRB B 229 AT SOUTHEAST CORNER OF SITE. WINDSOR PLACE, WARD NO. 1 , TYBEE ISLAND, EQUIPMENT: CHATHAM COUNTY GEORGIA TOPCON AP-L1A AREA = 0.87 ACRE , ERROR OF CLOSURE: LINEAR: 1/- STREET ADDRESS: 211 BUTLER AVENUE �;1,ORG4q ANG: -"/ANGLE Jr. WHITLEY REYNOLDS �,�SSfiER BALANCED BY: - FOR: 211 BUTLER, LLC * 4' `, PLAT: 1/268,300 LAND SURVEYOR 0 10 0.- NO. 22-.: 636 STEPHENSON AVENUE - i h I { I 10 0 10 20 30 SUITE C ��,� /0.-e) SCALE: 1" = 10' SAVANNAH, GEORGIA 31405 � �� DATE: APRIL 12, 2011 SURVEY GRAPHIC SCALE - FEET TELEPHONE: 912-352-0464 f LEY g/ DATE: APRIL 13, 2011 PLAT FAX: 912-352-7787 / a) 11 ! FILE N0. 98-199B � I 25 LF 18" DIA. _ i N-12 ADS AT 1.67% Poar-DEVELOPED STORM GRATE INLET DETENTION BASIN TOE POND e+LeVArtptYS OUT TOP 9. 17 HAVE A BOTTOM AREA 2 YEAR • &a - - OF 2,000 SF (min.) WITH tap R• �� 6., G 6„ I.E. 4.25 - 3:1 SIDESLOPES - BOTTOM GRATE INLET 28 YEAR • AND SIDES TO BE TOP 0 • a.a2 1111 A 0 9 8 , WEIR SODDED TO PREVENT tpo � I EROSION I.E. 4. 64 wEIR 2" TOP 9. 62 _ 220 LF SWALE WIDTH _ _, ,�-~` 2 '. - I . Co o� �4 PVC o6 _ �� �� i oti� °�° - I 1 i �O r �/ �1 N, e h w 3 w Q�'bd:\ 8" SS • - 9 A.' 4 8.74x1 L 0 �/ LL AVENUE. ; r OUTFACE `� - - - - Oi ►n3 n ti� /: 9� ,`Q?° oti° x0.07 ,\o`''k 99.72; ,o�° 10.2 ,`1,°' 10.1 J: 10.36 ,,,oti r , PIPE !� a�t�,, b REMOVE EXT'G BOX AND ; h GRA E II�ILET r - - ; S W VALVE 1 REPLACE AS PER DETAIL �" �� �' G 8" W -�° -®- LI - - - -o- - - �' 8/LL BOARD UGHT c WITH WATER LINE (. _ _ -- -y T.- 4 �- _ 1 0' ' OR)FACE I �.,., �. -[�iJ� ��i > e - .� - • POLE CENTERED IN NEW ' X07 E 5.9 e�•`°'� 1O , . . . -' _ �) No.1 I WEiR I. 10 LE PED/STAL - / T 1 INTERFERRENCE BOX A° of °. o o 1 •• ■ _ _ a► ° , --� , ice.../} �' - - - N 1754 ; , _ _ �'1 1 240.00 - - - „, ��_0,h __ _ _ _ _ �. CONNECT TO L _ �; °` ORIFACE NO 1 EXISTING STORM 8' k\ \' '--" BOX BY CORE F! E -�' - 7 j5 :: -_- - - o Ry• Fa DRILL OCE OUCE WEIR (1-WORAN/1 4.5 _ �� „C„ OHROAT ORIFICE E T l 45 • 3 • 4.5 { I i = STRUCTURE N0. ELEVATION ELEVATION DIA. ELEVATION ELEVATION DIA. lE ELEV. WIDTH LLI �- -IC IP '' ' 't �^ 1 AS REQUIRED' 9.37 3.75" -frFri- 6.40 18" 6.51 )I( 36 rr 1' t� 4 CONCRETE 4.3 CONK -'5 '9-44 9.55 V O 4.8 FLUME �� - 4 ` /� s.s1 s.4s $ss ` ,►�.� �� FLUM � TR E- ���� -� 7 ��j ��� ♦�" i 31E NOTE WEIR TO BE ON ALL FOUR SIDES [� .PM, ^ �:+,i'i/� �a NMI 1: ;__ 3.Y3 ' 0.82% + I W CO Z Vl I I �1• 11 1 i►1' ' '- I ' OUTLET STRUCTURE ; I: 9 't,��•.II ii 8.38 DEPRESS HEADER - V? ' > N = SEE DETAIL WEfP P I CURB AS SHOWN V STANDARD CONSTRUCTION DETAILS Q V , RICHARD E. MA YBA UGH DETENTION BASIN OUTFACE STRUCTURE DETAIL• I TR R - TO A4.-LOW WATER N , CO v O EXISTING I ;-%l 6.,,',° •• `-__�� ° .o I O. e , . I� , Q O J ° �� �� � �� � 9.32 OVG-`6� CURB �° f® DEP-ESS HEAD O w o 9.42 j � ELEVATION �-' _,_Q I _ ��'CUR;. AS 5H0 4 I 4 1 V U) pp CO o� PM t�►'� , OVE' CU'B i SM/'' \... vl Z = N U)• A m -' 2 '�� NI `' H.C. PARKING 1.15% 9.42 O. % 1% j �,, Pp OOH ZO W p z b? m S. oi --1� �1 PM© BP ., �' AREA TO BE TR I r I �\-' Q =- Q = N xl R R G CONCRETE �J-3-r� i ! 9.42 ,� .,Qb • e ,GN 9.42 n x'1--1``? W'I, '. TR •3.C3• TR 9.1: .I r ®. U) tll,NO 4 ! t-: 1 .\'`• = • TC '48-43 TR -9-8-Er I 10.02 2 ° TR 1�6-C73 1.13% " W IIIE :1 /O M t ' 1 er-----V-7/-''• IA TC 14*84.P I /) W III I , ?) : : >00.Pil. , 1 10177 6 x 1 c,>°' C.n '1 6' rr Mi.. ..1 TC 10.£11 ° ti + / ���' • TR 10.01 "�'' ,_` I o" � •,ti' SIDE WALK + _ I ,� , °" .,o . ( :. '/, i,'. i. / ;/ '� /_//T At / ,- /.%; // B.P. i Y i • / i`" T G' 46; - : ', i'/ 10:89 �6- C�" !////t/ 'r''�,;P T R 3:C1„ -(R o TRA'NSiSTI.Otf` 7{, PM°' ;/ - . %, �/ / yQ � o!; LZ Tc X0.1 , �e-ee 1 KELLY SULLIVAN N TW/' i `,"S�'DE•WA'L`•K A, : , . /� / Z 1'6-86 10:83 // .DOdR iT0/ H/ '�i /////� �'Q%%;/ ,`' W ��- �_ (� THE STAMP AND SIGNATURE o . I / , / '/ / IN ED/FLiOOR1 `//,/ // ' '/i; / / - Q O O•$2% v ON THESE AS-BUILT DRAWINGS o /'. /' / '��, / .� -r W � ARE TO CERTIFY AS-BUILT O ELEVATION v� ° / / //,/ . /,' // V. f/e 0.79 1 '` ' '/�%, , " - ` ' /• l'/ / l'i ' • /i,'.. /I- FG 9.67 v CONDITIONS ONLY AND DOES ° I ,', PM© /' ,, %.i/;%;j / p t(} NOT CERITY THE DESIGN i o / :TVV' C , v 7:1\__�� ,,-I" .'.%►/,// f /43«:&e, ,�• `/i, �y0 t8p: ,j/% -�/�//// 01"Y�' +8': /•// ' d l �IR TR "i I •0''P•"RKiNC''�'/,',` / ,•j. / ,', // ,///// ' 'yF`Y 1///i 4094''/ /' /'/ q I ' I T.C. 11.04 ,` �I '� S/�if' ,�, 'i�•'/'',`-,/i/,/i, `/', / /:/�///",�'�'//,'V/ ,���/,//%. /i i� 1% ° TR 9.50 ,FJ%• 1• �� /• G. 10.51 1 ; 1 ,'• o.56A . iAf O /`1J B V 'LT T.C. 1 1.07 . � ,c �� ,.I_ • SIDE WALK �� �o _ ,, ---- '� A� 4- 18- 1 1 G. 10. 73 •-'` moo .:. �. o _ - •�- - ,- - , --- -- -4. • • -- : -; - - - - PERMEABLE PAVING MAINTENENCE NOTES : z• n .�s � ° . __-. � Lf - "-sEXTAG it W- a i - LLB-- 6F�,�f�'S`� •• D'--05- a-v- e- �.•o o�(j�v s e' a' p). y�.x: T� -� VVY 0 �4Q.� D�- �o o OPM- o c�Plyl oe_ _PM 9 o� _ PM-O ow I= - op• , ...1 .--;j1 . • , ''- '' - - - -- BE INSPECTED AND CLEANED AT A"'` 174'-6 1/ " , J ,' • j ` 11. ' 0- 1' ' REGULAR,iI INTERVALSOTO ENSURE OPTIMUM PERFORMANCE. SPECIAL DATUM NOTES 11 T.C. 1'0. 67 UI�Q GUTTER ;` l T.C. 10.57 ; , ; T.C. 10.25 ."r ' ` 1 ' T.C.9'951 , ; T.C.9:77- ' ' : 4.,`' , if Q d i i EXISTING 2. DEPENDING ON THE AMOUNT AND TYPE OF TRAFFIC ON THE PAVEMENT AND ITS POTENTIAL i• THESE DESIGN DRAWINGS ARE :C5i CURB INLET, -_ G. 10. 17 � 1 ,' ,` s,LOPE " j; T,rC.9.92 �' J w � c�- 0,:� 10:05' G.9.,'77,/ rl / C.9.•46 r` G.9.2.5 ' ,'CURB;`, INLET , t FOR CLOGGING, CLEANING MAY BE NEEDED FROM TWICE A YEAR TO EVERY 3 OR 4 YEARS. AN BASED ON NGVD 1929 DATUM -- o TOP 1 1. 14 ` CD A ,J 0.37/ ' ^�o / G.9,//6/l ' INDICATION THAT THE PAVEMENT NEEDS TO BE CLEANED IS WHEN SURFACE PONDING OCCURS Z G" (�l.E. 6.90 . , r TO.P 9.9;1 ; l 1 I NOI C4 RAIN STORMS. W W W au7LeFR VEND 2. FEMA MAPS ARE BASED ON NGVD ~ } O r p TH.9.'12 1988 DATUM. (� Q c ,BENCHMARK MATCH MATCH ENCHMARK I•E.5.55 __I___ 3. VACUUM SWEEPERS CAN BE USED TO REMOVE ANY ENCRUSTED SEDIMENT ON THE SURFACE - < '3.CONTRACTOR IS TO COORDINA TE J (�EXISTING •° EXISTING PIK `'IN POWER POLE o OF THE DRAINAGE OPENINGS. AS STREET SWEEPING IS A BMA• THIS ALSO SATISFIES OTHER J• 0 • 0 • ^o NAIL IN,`PO WER POLE o ° ' DIFFERENCE IN DATUMS WITH A a Z SIDEWALK 1 PAVING EL: 9.37 NGVD 1929 e :° CRITERIA IN A COMPREHENSIVE STORMWATER MANAGEMENT PROGRAM. Cr.1 It1 Z O U d EL. 1 1:.4 9(NGVD 1929) 1929) REGISTERED SURVEYOR PRIOR TO J tL J ELEVATION ELEVATION THE START OF CONSTRUCTION. O I- ,J 1L 4. MORE AGGREGATE MATERIAL MAY BE ADDED TO REFILL THE DRAINAGE VOIDS IF NECESSARY m W- Z AFTER CLEANING. W --) L Q •TOP 9.69 5. VEGETATAED AREAS AROUND PERMEABLE PAVING SHOULD BE ENCOURAGED TO HELP FILTER PAVING SPECS FOR D.O.T. R/W'S W , • wN m Ili ' , 1.E. 5. 14 RUNOFF. 1. 9.5 MM SUPERPAVE 135 LBS/SY (1.25") Z NI-- H 0 ® • • • PAVING GRADING AND DRAINAGE PLAN GUTTERS AND DOWNSPOUTS i" = 20' 2. 19 MM SUPERPAVE 220 LBS/SY (2") z BUILDING PAD NOTES : } ROOF PLAN SPECIAL CONS TRUC TION NOTES .. . -- _ = - = ; ' - = _ = 3. 25 MM SUPERPAVE 550 LBS/SY (5") Q(1 4. GRADED AGGREGATE BASE (8") BUILDING FLOOD PROOFING NOTES GEORGIA D.O.T. NOTES: 1. SITE AND BUILDING CONTRACTOR IS TO OBTAIN, REVIEW AND FOLLOW THE RECCOMMENDATIONS SET FORTH BY THE $50TECHNICAL REPORT. : • - : ::- • : _ • _ _ 1. BUILDING IS BEING DESIGNED BY THE 1. ANY AND ALL WORK WITHIN ANY GEORGIA D.O.T. 2. GROUNDWATER MUST BE LOWERED DURING CONSTRUCTION BY ANY MEANS APPROVED __ PJC AC A MINIMUM 1-INICI IED r LOOt? ST DETENTION POND / SEDIMENT BASIN NOTE: ARCHITECT TO BE FLOOD PROOFED SO RIGHT-OF-WAYS MUST BE APPROVED AND PERMITTED BY THE GEOTECHNICAL . UST ENGINEER THAT THE BUILDING FINISHED FLOOR WILL THROUGH THE GEORGIA D.O.T. _ _- _ - BE ALLOWED TO BE BELOW THE FEMA 3. DE-WATERING MAY BE ACCOMPLISHED BY WELLPOINTS AND / OR DITCHES WITH - : - - = ==--. 1. DETENTION POND IS DESIGNED TO BE A "DRY" ELEVATION. BASIN AND THERPOR REMAIN DRY EXCEPT SUMPS AND PUMPS. CONTACT A MINIiiU' 7 72 HOURS 2. CONTRACTOR AND OWNER TO VERIFY 4. BUILDING FINISHED FLOOR ELEVATIONS TO BE PRIOR TO : :!:1; ELEVATIONS WITH THE CITY OF TYBEE NOTES: 4. STIPPING OF PROJECT SITE DEPTHS MAY BE FROM 2 TO IN EXCESS OF 5 FEET SET AT A MINIMUM OF 1' ABOVE F.E.M.A FLOOD DURING STORM EVENTS. \c_59R3 E-j2_, ISLAND AND THE INSURANCE CARRIER BELOW THE GROUND SURFACE. ELEVATION OR AS PER LOCAL JURISDICTIONAL , , PRIOR TO CONSTRUCTION. 1. SEE SHEET C2 FOR LEGEND. REQUIREMENTS. \4, 2. DETENTION / SEDIMENTATION BASIN SHALL BE µ��-`. 5. FILL AND / OR BACKFILL SHALL CONSIST OF COARSE-GRAINED SOILS CLASSIFIED ; 1 2. LIMITS OF GRADING AND GRASSING ARE INDICATED ON RI 5. CONTRACTOR IS TO VERIFY' F.E.M.A ELEVATIONS PLANS A5 "LIMITS OF CONSTRUCTION". AS SW, SP, SM OR SP-SM WITH A MAXIMUM OF 15X PASSING A #200 SIEVE. CONSTRUCTED IN CONJUNCTION WITH CLEARING \,J ACTIVITY.LOCAL CODES PRIOR TO ANY CONSTRUCTION AND PRIOR TO ANY OTHER SITE WORK. U' ,N PAVING MARKING NOTES � 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING 6. BACKFILL FOR PAVING SHALL BE PLACED IN 6 INCH LIFTS AND COMPACTED TO aEroRE�c 1. INSTALL RAISED PAVEMENT MARKING WHERE REQUIRED OF CONSTRUCTION AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING 95X DENSITY IN ACCORDANCE WITH ASTM 0-1557 UTILITIES PROTEC' ;g CENTER AS PER THE D.O.T. UTILITIES SHALL SE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. FEMA MAP NOTES I-800-282--i4II 4. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL SE SEEDED, 7. ANY TRENCH LEFT VACANT I from relocated UTILITIES, STUMP HOLES, ETC. / SHALL , BE BACKFILLED WITH APPROVED SOIL, PLACED IN 6 INCH LIFTS AND COMPACTED TO SPECIAL F.F. NOTES " " 2. STRIPING LAYOUT, COLOR, TYPE AND INSTALLATION MULCHED, FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT � ; 1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA AE-i2 AND TO BE AS PER THE D.O.T.'S LATEST SPECIFICATIONS WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN 95X DENSITY IN ACCORDANCE WITH ASTM 0-1557 "AE-13" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER "EROSION CONTROL GRASSING". 1. CONTRACTOR TO VERIFY FEMA ELEVATIONS 13051C00214F MAP REVISED SEPTEMBER 26 2008. (NGVD 88) i,o R G/ AND PRACTICES. 8. SUBGRADE SHALL SE PROOF ROLLED WITH A LOADED DUMP TRUCK. ANY "PUMPING" J ' G GI 5. DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA PRIOR TO ANY CONSTRUCTION ACTIVITIES AND ,I ,I n Ir �F. RFC , IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE OR UNSTABLE AREAS SHALL BE REMOVED AND REPLACED AS PER SPECIAL COORDINATE WITH GOVERNING AGENCY REQUIREMENTS. 2• THIS SITE IS IN ZONE AE-12 AND AE-13 AND IS LOCATED / a,,,Q tfr CONSTRUCTION NOTE #6. IN THE CASE OF EXCESSIVE MOISTURE, THE AREA MAY BE WITHIN THE 100 YEAR FLOOD ZONE. A MINIMUM ELEVATION OF 13.0 No. 2/3372 TRAFFIC AND RIGHT-OF-WAY NOTES: CONTINUALLY AND EFFECTIVELY DRAINED, SURFACE WATER, GROUNDWATER, OR ANY ALLOWED TO DRY AND RE-PROOF ROLLED. HAS BEEN SET. (NGVD 88) * PERCHED WATER WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE 2. CONTRACTOR TO COORDINATE FINISH FLOOR 1. ALL ROAD CLOSINGS DETOURS AND ETC. ARE TO BE REMOVED BY ANY ACCEPTABLE MEANS APPROVED BY THE ENGINEER. ELEVATIONS WITH STRUCTURAL, ARCHITECTURAL 3. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO 6-2t` '1 COORDINATED WITH THE CITY OF TYBEE ISLAND GEORGIA 9. ALL FILL SOILS FOR THIS PROJECT SHALL SE AS PER SPECIAL CONSTRUCTION AND M•E.P. PLANS, 1 ANY CONSTRUCTION ACTIVITIES. 41 F4/0 11\31 )/ NEF� PERSONNEL. ' 6. ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. NOTE #5. ''i4-a 8p 7. CONTRACTOR TO VERIFY ALL EXISTING AND PROPOSED STRUCTURE LOCATIONS 10. SOILS CLASSIFIED AS MH, CH, CC OR SC WILL NOT 55 ACCEPTABLE. • 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED (drainage, sanitary, etc.) TOPS AND DEPTHS PRIOR TO ORDERING MATERIALS OR SPECIAL CONSTRUCTION NOTE: FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT BEGINNING CONSTRUCTION. 14 ALL FOOTING EXCAVATIONS AND SLAB SUBGRADES SHALL BE COMPACTED TO A OF ANY WORK. MINIMUM OF 9.5X IN ACCORDANCE WITH ASTM D-1557. IF THE CONTRACTOR KNOWS OR CAN REASONABLY DRAWING NUMBER 3. CONTRACTOR IS TO OBTAIN A R.O.W. PERMIT PRIOR TO - - ' - - • _ . _ - - - 12. SLABS ON GRADE SHOULD BE SUPPORTED BY A MINIMUM OF 4 INCHES OF BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT • PERFORMING ANY WORK WITHIN THE CITY OF TYBEE ISLAND GRANULAR FREE DRAINING GRAVEL OR COARSE SAND TO REMOVE MOISTURE. IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO RIGHT-OF-WAY. _ _ - : - _ : -___ _ _ -- -.._ = REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED 13. A VAPOR RETARDING MEMBRANE SHALL BE PLACED BETWEEN GRANULAR BASE AND TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK SCALE: 1" = 20' C...4 4. CHLORINATED DISINFECTED WATER SHALL NOT BE DISCHARGED 10. 18" CURB AND GUTTER /if required/ TO BE CONCRETE. CONCRETE TO PREVENT MIGRATION. REQUIRED TO 8E RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY :::::---A LEEEEJ INTO THE STORMWATER SYSTEM. OR CONFLICT. ' 0 20' 40' 50' 4 OF 12 SHEE I S ., 1 ! ' a ! 25 LF 18 DIA. N-12 ADS AT 1.67% ! -'�(; POST-DEVELOPED STORM ! ° ; _ EVENT GRATE INLET DETENTION BASIN TO '►POND OUTFALL ` ; , PIPE � ��,{� 1�� � I HAVE A BOTTOM AREA 2 YEAR = &13 G : 1i : �I �i ` TOP 9. 1 7 OF 2,000 SF (min.) WITH ro YEAR = SAS I s" I or 'r ,i l.E. 4.25 3:1 SIDESLOPES - BOTTOM GRATE INLET 25 YEAR • A.ds 111: ' WEIR i ! i AND SIDES TO BE _ � ' r.:*''.. ! • CtSv t SODDED TO PREVENT TOP 9.80 t00 �� I i ,• EROSION I.E. 4. 64 WEIR o°- 1 r` ! ALE TOP 9. 62 WIDTH _ _ - _ 4 _ 220 LF SW ! °° PVC CO° ^) i,ti") ,� AT 0.25% o�� o�° . . rn n / ■ �� `° , '\, i 'f t f� 8!! SS ��Q>� I t i r ',O ( O' „O' J I I i ! , ,r 9.74' - tLoVELL AV,E,NutE ,� , i , N _ + r 9.64 . o . o a o OUTFACE /� 1 1 ti ti ti ti :7,--7 9.72. ti'ti � // �( 0.0 ,\O" 9.9 io- 10.2 No • "O o PIPE !! I �T' OX AND °. _ - ; 8 �/;` 1°. 1 `7 6 �. � 10.36 � �f REMOVE EX G B �� GRA E INLET > ° 5 i i �l `( "1 / REPLACE AS PER DETAIL o' VALVE / 1� 'G 8" W =' -� -47-�- - - - -o- - - • ' , -■T O 1 4 � .��, 1 O °. BILL BOARD LIGHT °� \ 1 ORIFACE ! WITH WATER LINE °: -.� - ' -N - -- - POLE No.1 WEIR I II: .'.I CENTERED IN NEW ,_`'''" '� o�°JQ ` E 5.9 _1 10 - •e ♦ • • • .- °, x-10 LLE PEDrsrA�'� �� rr �l- INTERFERRENCE BOX �° o I p •` - - • , -� °1 / V ��, N 1 754 _ ti°� - _240.00 - - - ' g- - - - - - - ORIFACE CONNECT TO (� - �; Pia - - `R /� OR 1 E EXISTING STORM _�' O 8. o__ ,\ _ BOX BY CORE FIIIE / 7 '' FG 5 DRILL / - I . m � ° . ° d 1 O1. OT CTOUCE OUCE WEIR H I DRAM 1 ;.- 1„ ;;.F UTAEION OFICE OE PP r( 6 ,iu ( -- STRUCTRELEVN ELEATION I T i Q t �h '�►. ° d a a ' , - AS REQUIRED 10.37! CONCRETE t i a.3 6.8 ...Q CONCR q ° a d 13 9.51 6.49 8.59 -" I . I 6•b FLUME E N H I y ' ,�ti F L U M ..�-�� '( � ;` •a ° h°° �` NE NOTE: WEIR TO BE ON ALL FOUR SIDES �" d- LU i ��'-. .,i.0... 7 �6• ..1-_t, �..... � �' ° ! - Z OUTLET STRUCTURE 1 1©Mi 'j:: f 9 ,��''- i��- DEPRESS` HEADER _ �iil� 9. 8 ' ! N SEE DETAIL ° CURB R8 A S SHOWN'W N STANDARD CONSTRUCTION DETAILS J T j CC - D I RICHARD E MAYBAUGH DETENTION BASIN OUTFALL STRUCTURE DETAIL t �0 Mill I °TR l°,C9_ A L�4W WATER ° °. I N , v 1 CD °�'' 0 .� a-e� �-► O E-`it CURB -d I D J EXISTING ( r a a ti 00 �� d J• / �• �° + a �� da A.a 9a�. �� (� 9.32 < a 8 0,9 �� d° O ` ,�; c Lil PAVING 1 °ti a ° ° r DEEP° .SS HElke _ • °I °9.4� ° •• d •' ! T•ELEVATION - + E., a t ° �M'CUB:: AS° S9-i0 °+° t► �,! (1) C� (�]PM��� _` ° ° ° g a ° 4 avE- eu- a .��� i?? 0)('‘.i() .P Z � z Q N A I `, -77-7,- - 1.15 a • a d 9.42 a�' C ./P:ry Ai, ° 1 O C'! f°-� ® ^ z;', b. . a ° k�.Co PARKING a I° . ° • . °d O.5/ ♦ a° � O Z i d d O -�-R �a • a 0� i•,dcb PM© .. BP ,.A a in. 'AREA. TO BE' R. -° . a i z = a Q ciP-• '. ' I ° ° . i� R • CONCRETE ° a; d. ' ga . a� 9.37 .. °°. 9c42 . --. ° ° ° ° d ; - >•:> 'X i a . . . ° 1 (/A�� _I TI::: /cN '° a ° a a f A 1 3' �iN d ° ° q - .[} S � ° pia- I0.1� a � d � Tli� 'SP�� � °• -_as___�__°_'_-_._�°.._.__ d __ �__-- • -�_ - ._-. -__._ � ; ° _ . /�/�A` a - - - - - - ° ° ', I • , „ 1.1i% - ° : a ° 10•0 11_. • 4. ° ° '--- --_.---- ' - ' a 0o a ° _ mist TR_ 1!8-69 a ' T �� I �°.° �►'� s � � d TC 90.0'f r ° � a � a .a a.d ° °� ° ° � � It •��' -I-0 ./ 'I 1 i ° H.C. a �� . d °� i, 10477 6 - Q T±, a� �, a ° e _ -1Oe .TW -10,.7 1 d ° .e . ° a° O , .° 4 1�� ° ? a G" 0' ° a< ° : .. .. °a FG 10%2..1- °' J ° ti i O .......,....... .--. 4 0/11.4 I it.N a TC 409-8•} I 0CDN '' 11., SIDE WALK + I ./ as i Q ± V ° �� T R 10.01 ; . a �d a.. a. ° + o' ,g f t �� ( ' ^ .ii , / ice/ / / , , , ,/j / , / /j / `i .f� ° d 4 O° ° j- - `� o !•• • o. I ���� /, / B.Ps d \ 1 -:/- I TP i6-8�=1i 'i; r .'%..10388/ � j Yi:✓i' �, d l R O:U ° °.a . a a T�' ! (3)'`' j I . . , ! TG/,,90 0) / J as a i�'itii / , "'i „'%i ZM'P, LZ� :TC°�o. � 1 i - I N ;.TRANSISTL01�(/;, /;///: , O' / a I KELLY SULLIVAN a A , , .'TWi . SIDEWALK. , . AT, I .,,- / //r d • Z 1, • ,%i.,'1:e*r, 10'€i ./DOQR:'TO : ;' H/ /./1-. .` /:O - i ,'// aQ THE STAMP AND SIGNATURE n 5 i o ; I • ,'�/ '/. :FLN ED'F'M LOOK, / Q O �._`_ a v ; ' /- // O.$2% ON THESE AS-BUILT DRAWINGS c �: ,, / c / ;�/j''////////i/ a TW 10.�� 0.79° as ° ARE TO CERTIFY AS-BUILT --i a° i ',:E� NATION / // %//,/:• e d: as ° / �/�/. /. 17',/,,,,,,,, i//," CONDITIONS ONLY AND DOES ! PM , / // d FVa 9.6;7 e d d 1 Q NOT CERITY THE DESIGN i i o I a �' T,W; ;F F:.' ��'; vj' �COr '%Tw/ " T lJ p ° ;a. • Q�c��,a LPO 10'-0" /, , ,/, 48=86-/ i// :gg;'j'/,///•. ///r /y( 1936; /',/ ) Y 17/RE' BP a TR � ` . .° �� ; °� , � -!- I tOf•'!�(�:�t��� ' -// / , ' /', i , %/ ///,:',/,1//' '/ � /,�/ 4/ ,.. / `•!-•".-'-` • f `` - 6 0 - a Et� .. .. �• q Si : . // / ' / 'i/ ' /� / / �// '/ a OD' 9V�4 , / , �e q. ; 1/ aj 1.25/ 1`�9� • ° 3 PA PD \° / AS- B�l I LT G. 10.51 I, 0.5 6% �- g-•1-8- 1 . --- - ' 1 Q T.C. 1 1.07 ( ! , . SIDE WALK . ° O G1JY__�LRE - 8- :; - �- --- - _ =, - -�- --- -- -:•:-... - - - - RMEA5LE PAVING MAINTENENC;E NOTES '.il G. 10. 73 0 __ _ _ o E -i c• e• - -6- d. Ga " W- - - o240--00 - -�= -� - °-'-s�- - - - -r=.-° O e �� ;Da 0`L•, XTm �'� i' ° - - -- - - ---PM- -- - _ - -' --- P1�ilj-:_. .._ _ PAX-'0'0147'T .=�► - _ M o 0 i I ° . , 1. IT IS HIGHLY RECOMMENDED THAT PERMEABLE PAVING BE INSPECTED AND CLEANED AT n *'••' 174'-6 1/ " ` , ,I ' ,'Cl_ EGULAR: INTERVALS TO ENSURE OPTIMUM PERFORMANCE. SPECIAL DATUM NOTES W C. 1`0. 67 URD GUTTER , S ' (,i P T.C. 1 C?.5 T./C. 1'0. 5 T�.9'.95 ' EXISTING p'( 2. DEPENDING ON THE AMOUNT AND TYPE OF TRAFFIC ON THE PAVEMENT AND ITS POTENTIAL 1, THESE DESIGN DRAWINGS ARE J W (� t CURB INLET G. 10. 17 Si_oPE T.C. 9G _ (-5 Z_ PO,R CLOGGING, CLEANING MAY BE NEEDED FROM TWICE A YEAR TO EVERY 3 OR 4 YEARS- AN BASED ON NGVD 1929 DATUM. D CL A 3 G.. 10: 05 G.9. 77 G.9., 6 G.9.25 CURB INLET IN/DICA`TION THAT THE PAVEMENT NEEDS TO 8E CLEANED IS WHEN SURFACE PONDING OCCURS z O •TOP 11. 14 c� ,` G.9. 16:' �- O C " TOP 9.91 A�-TEf? RAIN STORMS. Z FEMA MAPS ARE BASED ON NGVD W W W W W•1.E. 6.90 rU L.. � N , 1 H.9. 12 1988 DATUM. C' 'Ur 20 o EXISTING a ENCHMARK 3.CONTRACTOR IS TO COORDINATE --i L� C D�NCHMARK MATCH MATCH i.E.5.55 (_.= 3. VACUUM SWEEPERS CAN BE USED TO REMOVE ANY ENCRUSTED SEDIMENT ON THE SURFACE < 0 ® • o� NAIL /NO 'OVER POLE o'° EXISTING PIK�o�IN POWER POLE °� , �,° OF THE DRAINAGE OPENINGS. AS STREET SWEEPING IS A 8MP, THIS ALSO SATISFIES OTHER DIFFERENCE IN DATUMS WITH A -I W z U Z Z SIDEWALK PAVING EL: --11 i.37 NGVD 1929) ---o -; -'--o CRITERIA IN A COMPREHENSIVE STORMWATER MANAGEMENT PROGRAM. REGISTERED SURVEYOR PRIOR TO --Ina. Q < ` , , EL. 1.49(NGVD 1929) ELEVATION ELEVATION ( > THE START OF CONSTRUCTION. U (� 1 4. MORE AGGREGATE MATERIAL MAY BE ADDED TO REFILL THE DRAINAGE VOIDS IF NECESSARY J = W - z AFTER CLEANING. m W `) W W TOP 9. 69 5. VEGETATAED AREAS AROUND PERMEABLE PAVING SHOULD BE ENCOURAGED TO HELP FILTER PAVING SPECS FOR D.O.T. R/W'S W m m o ' r V ! I.E. 5. 14 RUNOFF. 1. 9.5 MM SUPERPAVE 135 LBS/SY (1.25") N E-- >- PA VIN NG, GRADING AND DRAIA GE PLAN GUTTERS AND DOWNSPOUTS 1" = 20' 2. 19 MM SUPERPAVE 220 LBS/SY (2") z BUILDING PAD NOTES 3. 25 MM SUPERPAVE 550 LBS/SY (5") Q Q PLAN SPECIAL CONSTRUCTION NOTES =- _ _ - _ = - _ _ = 2,000 �r rof? �orfchlAT1C ruRflO3CO AND r01?- 4. GRADED AGGREGATE BASE (8") BUILDING FLOOD PROOFING NOTES : GEORGIA D.O.T. NOTES: 1. SITE AND BUILDING CONTRACTOR IS TO OBTAIN, REVIEW AND FOLLOW THE - - - - - - - - - - -- RECCOMMENDATIONS SET FORTH B T.Y THE GEOTECHNICAL REPORT. 1. BUILDING IS BEING DESIGNED BY THE 1. ANY AND ALL WORK WITHIN ANY GEORGIA D.O.T. 2. GROUNDWATER MUST BE LOWERED DURING CONSTRUCTION BY ANY MEANS APPROVED __ _ DETENTION POND / SEDIMENT BASIN NOTE: ARCHITECT TO BE FLOOD PROOFED 50 RIGHT-OF-WAYS MUST BE APPROVED AND PERMITTED $Y THE GEOTECHNICAL ENGINEER. THAT THE BUILDING FINISHED FLOOR WILL THROUGH THE GEORGIA D.O.T. _ _ _ • B • E ALLOWED TO BE BELOW THE FEMA 3. DE-WATERING MAY BE ACCOMPLISHED BY WELLPOINTS AND / OR DITCHES WITH : = - = ==--. �. DETENTION POND IS DESIGNED TO BE A "DRY'! • E • LEVATION. SUMPS AND PUMPS. BASIN AND THERPOR REMAIN DRY EXCEPT CUNTAC1 A MIIN11',U,4 2 OURS 2. CONTRACTOR AND OWNER TO VERIFY 4. BUILDING FINISHED FLOOR ELEVATIONS TO BE PRIOR TO 'i: ELEVATIONS WITH THE CITY OF TYBEE 4. STIRRING OF PROJECT SITE DEPTHS MAY BE FROM 2 TO IN EXCESS OF 5 FEET SET AT A MINIMUM OF 1' ABOVE F.E.M.A FLOOD DURING STORM EVENTS. �5��u, NOTES: ELEVATION OR AS PER LOCAL JURISDICTIONAL �`' ISLAND AND THE INSURANCE CARRIER BELOW THE GROUND SURFACE. !\'� PRIOR TO CONSTRUCTION. 1. SEE SHEET C2 FOR LEGEND. REQUIREMENTS. 2 DETENTION / SEDIMENTATION BASIN SHALL BE _ 2. LIMITS OF GRADING AND GRASSING ARE INDICATED ON .5. FILL AND / OR BACKFILL SHALL CONSIST OF COARSE-GRAINED SOILS CLASSIFIED 5. CONTRACTOR IS TO VERIFY F.E.M.A ELEVATIONS ' ,' PLANS AS "LIMITS OF CONSTRUCTION". AS SW SP, SM OR SP-SM WITH A MAXIMUM OF 15X PASSING A #200 SIEVE. AND LOCAL CODES PRIOR TO ANY CONSTRUCTION CONSTRUCTED IN CONJUNCTION WITH CLEARING \k� • PAVING MARKING NOTES : AND LOCAL Y. AND PRIOR TO ANY OTHER SITE WORK. \ ',.v% 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING 6. BACKFILL FOR PAVING SHALL BE PLACED IN 6 INCH LIFTS AND COMPACTED TO 'ca,�j 1. INSTALL RAISED PAVEMENT MARKING WHERE REQUIRED OF CONSTRUCTION AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING 95X DENSITY IN ACCORDANCE WITH ASTM D-1557. iiLi!iL $ "ES PRFjTECi•;I': CENT _R AS PER THE D.O.T. -UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. FEMA MAP NOTES : - i-800-282-741 I 4. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL SE SEEDED, 7. ANY TRENCH LEFT VACANT / from re/ocated UTILITIES, STUMP HOLES, ETC. I SHALL 2. STRIPING LAYOUT, COLOR, TYPE AND INSTALLATION MULCHED, FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT BE BACKFILLED WITH APPROVED SOIL, PLACED IN 6 INCH LIFTS AND COMPACTED TO - SPECIAL F.F. NOTES i 1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE-12" AND WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN 95X DENSITY IN ACCORDANCE WITH ASTM D-1557. "AE-13" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER TO BE AS PER THE D.O.T.'S LATEST SPECIFICATIONS "EROSION CONTROL GRASSING". 1. CONTRACTOR TO VERIFY FEMA ELEVATIONS 13051C00214F, MAP REVISED SEPTEMBER 26, 2008. (NGVD 88) F,4 R G 4 AND PRACTICES. 8. SUBGRADE SHALL BE PROOF ROLLED WITH A LOADED DUMP TRUCK. ANY "PUMPING" G�G1SI.5. DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA PRIOR To ANY CONSTRUCTION ACTIVITIES AND t 2 ",. OR UNSTABLE AREAS SHALL BE REMOVED AND REPLACED AS PER SPECIAL COORDINATE WITH GOVERNING AGENCY REQUIREMENTS. 2• THIS SITE IS IN ZONE "AE-12° AND '"AE-13" AND IS LOCATED £- �,J c� IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE CONSTRUCTION NOTE #6. IN THE CASE OF EXCESSIVE MOISTURE, THE AREA MAY Be WITHIN THE 100 YEAR FLOOD ZONE. A MINIMUM ELEVATION OF 13.0 No. 28372 TRAFFIC AND RIGHT-OF-WAY NOTES: CONTINUALLY AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER, OR ANY ALLOWED TO DRY AND RE-PROOF ROLLED. HAS BEEN SET. (NGVD 88) * P1 • PERCHED WATER WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE 2. CONTRACTOR TO COORDINATE FINISH HAS be--4,c2-11A-6i: 1. ALL ROAD CLOSINGS DETOURS AND ETC. ARE TO BE REMOVED BY ANY ACCEPTABLE MEANS APPROVED BY THE ENGINEER. ELEVATIONS WITH STRUCTURAL, ARCHITECTURAL 3. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO I NOTEL#SILL SOILS FOR THIS PROJECT SHALL BE AS PER SPECIAL CONSTRUCTION AND M.E.P. PLANS, ANY CONSTRUCTION ACTIVITIES. �9 COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA 6. ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. ,�i A. I > PERSONNEL. 7, CONTRACTOR TO VERIFY ALL EXISTING AND PROPOSED STRUCTURE LOCATIONS 10- SOILS CLASSIFIED AS MH, CH, CC OR SC WILL NOT BE ACCEPTABLE. 2, ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED (drainage, sanitary, etc.) TOPS AND DEPTHS PRIOR TO ORDERING MATERIALS OR SPECIAL CONSTRUCTION NOTE: • FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT BEGINNING CONSTRUCTION. tt ALL FOOTING EXCAVATIONS AND SLAB SUBGRADES SHALL BE COMPACTED TO A OF ANY WORK. MINIMUM OF 95X IN ACCORDANCE WITH ASTM D-1557 DRAWING NUMBER _ IF THE CONTRACTOR KNOWS OR CAN REASONABLY 3. CONTRACTOR IS TO OBTAIN A R.O.W. PERMIT PRIOR TO _ - - - - = - - 12. SLABS ON GRADE SHOULD BE SUPPORTED BY A MINIMUM OF 4 INCHES OF BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT PERFORMING ANY WORK WITHIN THE CITY OF TYBEE ISLAND GRANULAR FREE DRAINING GRAVEL OR COARSE SAND TO REMOVE MOISTURE. IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO • _ _ _ _ _ _ ____ _ _ _ _ REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED RIGHT-OF-WAY. 13. A VAPOR RETARDING MEMBRANE SHALL BE PLACED BETWEEN GRANULAR BASE AND TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK SCALE: 1" = 20' /O. 18" CURB AND GUTTER /if required! TO BE CONCRETE. CONCRETE TO PREVENT MIGRATION REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 4. CHLORINATED DISINFECTED WATER SHALL NOT BE DISCHARGED OR CONFLICT. - INTO THE STORMWATER SYSTEM. ' 0 20' 40' 50' 4 OF 12 SHEETS • I I I I I 37 ..fill t?: Pil FC 1 • THREADED FERRULE & 6"x 2'-0" DIA. CONC. GEORGIA D.O.T. NOTES: Special Pre-Construction Note : �' 1, I- -'• BRASS SCREW PLUG "� • CONCRETE PAVING /'` i x12.4 • 1, ANY AND ALL WORK WITHIN ANY GEORGIA D.O.T. A,-- - • RIGHT-OF-WAYS MUST BE APPROVED AND PERMITTED Contractor to verify all existing and proposed i �; I THROUGH THE GEORGIA O.O.T. structure locations (drainage, sanitary, etc.), CONCRETE 1/8 BEND C.i. tops and depths prior to ordering materials or j O 1 1° ° •° ° beginning construction. „A 1.E. 5. 14 1' 1 COLLAR e r n - - - - - -Cj - - -� - - -_, ? f WYE GENERAL UTILITY NOTES: • - 1.E; 4°55 :< ' L.. �:.. L.. AVENUE, , I I a ° 1. CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, 1•/ �� n o° o�° ,` o� I ory 9, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED � /-�'•� .Fj < ---v'-'-------`-----_._:---.--_'_.._._._- ,'-!.-_-_...-----t--- ._`._------.--_--_.._ UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. I 1 .@. 2 Z - / _ 1 ----- -- ----'--� -- --------_-_._-..__-__._-.-- --• METER BOX L0 .rod VALVE CRATE INLE ' _ _ _ CLEANOUT CONCRETE 1 + ' I 'i ,�' EXT'G 81' W '\°�� --q, METER I I ! I :1 -�x- -'-TOP 9.44 _ ��- o^°`' NOT TO SCALE 2, CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL ° , �oP . ► EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION � i �� E. 5.9 \`'. ,O� 0 o ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME, ANY I I j-:- �° o I O �, \ + 1' , p I' � Pmra DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE i I ' ° I o ( e� - N)T54 1fi - - ti°_ - - -24�•�� - - -_ - - = EXPENSE OF THE CONTRACTOR. `' I N` CURB STOP j I �� COMPACTED FILL 3. WATER USAGE FOR THE SITE (not including irrigation) WILL BE ; // E• , ,h ��\ ,'S� -FLOW IN 4.. �"�10 1:� 1 %1111M=~FLOWS APPROXIMATELY 500 GPO AVG. DAILY FLOW; (5 GPM PEAK). THIS I FLOW IS CALCULATED AS PER CITY OF SAVANNAH STANDARDS AS L W I A P G T H rDR�iN + •I; y� + `_ ---- 5 GPO PER 100 SF. FLOWS WERE CALCULATED USING CITY OF + f + BACKFLOW PREVENTER ° ° o ° o ° ° ° ° ° 0 0 ° SAVANNAH'S STANDARDS USING DEPARTMENT STORE OCCUPANCY AND Q r \ / °° °°° ° °°°°° °°°°° ° ° ° ° ° 300 GPD FOR RESIDENTIAL OCCUPANCY. r CONCRETE CONCRETE_ ---- ;'°. ° °°°°°° °°°°o°o°000°o° U 0 I 1 �000°000000 0 0 0 0 0 0 00000 METER BOX ASSY. / ,°00°0000.°0000000000000000000°4., I N FLUME �� ��\� o ° °o°°°°°°°°°o°o°o°°°°°° • °o°o°o°° oo ° oo ° 000 ' FLUME ;e, ° ° ° ° ° ° ° ° ° ° ° ° ° ° 4. WATER LINE TO HAVE RESTRAINED JOINTS, ° ° 00000000a ° o°o° �} /'��� CRUSHED STONE BASE- �.rall PMT (1'►� ,Iris `•�� + 5. ALL WATER MAINS ARE TO BE C-900 PVC. �' ((��• •zil � ►r11►7 I/L�- (r) . t 6. ALL SANITARY SEWER LINES ARE TO UTILIZE RUBBER T I 'r1WE�' POLE I, j II GASKETED JOINTS AND CONFORM TO ASTM 3034 FOR t ° , ti a� PIPE 15" AND SMALLER. ° N -I% �6 ���� h ,tip I+ +1ti� 7. ■ SANITARY SEWER MAY BE CONNECTED TO EXISTING STUB ~� H W I 1 , oti r { OUT IF PROVIDED. Z -I-' ©+ + I METER BOX INSTALLATION IN CONCRETE CY_ W m � o,� PM i \ / ,e7zof 0. K`ATCR L�,TCRA,L 1-RO1�! t.fAIN TO t.fCTCR IG TO_8C INCT. LLCD 7 T T � Q g N1 / Q co w .*i. NOTES: 9. CONSTRUCTION WATER IS TO BE METERED THROUGH AN APPROVED D Q J c- PM© P RKING i.CONCRETE SHALL BE CAST FLUSH WITH TOP OF LID. BACKFLOW PREVENTION DEVICE AND FIRE HYDRANT METER OBTAINED < 2.DETAIL APPLICABLE TO NEW RESIDENCES ONLY. FROM THE CITY OF TYBEE ISLAND'S CONVEYANCE AND DISTRIBUTION DEPT. 1-1-1 w XI SIGN U? 0 � m °1 Q U 01� ■" _ 10, ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE IN ; N I 1 try- ,�`_ r ^!�,_ r �r _ __..- _______. _.__-._. . .. _ Ct u of ttuttnn l-1 SPECIFICATIONS AND DETAILS.OF TYBEE ISLANDS S LATEST CONSTRUCTION r t tt % �� ACCORDANCE WITH THE CITY O ' z d N O - '` z ��• .402A? - ' ' �' �" ° °I °` ..� STANDARD CONSTRUCTION DETAILS O z °� m �„ii �AJ.:4 �/ 1 ''�''� " H.C. / H.C. 11. AN APPROVED WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY n _/I �. °oQ re, ,' `` WATER METER BACKFLOW PREVENTER PLATE NUMBER. OR PERMANENT, SHALL BE AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS < . ;:. / d 1 PP! i ",•. N.T.S. W30 ARRIVES ON SITE.O' PREPARED BY: WATER & SEWER PLANNING & ENGINEERING FATED: 10'`-y�� 4i v ,�p". . / �� APRIL 2005 12. A MINIMUM OF 10 SEPARATION MUST BE MAINTAINED BETWEEN ' • N' o`' WATER AND SEWER MAINS. • I I , °' I ,O' 1 ti��� SIDEWALK ` 13. #12 GA. WIRE SHALL BE INSTALLED WITH ALL WATER/SEWER No'I sitt4 �-�!� /u -ES ••E'N IAL '/. '// /,'/://; .,',/////////,', /,/ _ = LINES. I I . - 4 II* �, / ''; ;'��; 7A 'R;, ,'Ej--.;- ' -,'/!'//2 ' ' / /// / '` - 14, WARNING TAPE SHALL BE INSTALLED WITH ALL WATER/SEWER • I: I P 4 ©. _'7 /'W , :A'-, .FL,,W ',,I,'//' / ,/,,/i/// /, !A % 1`\� 3 3/8 LINES AT 1 TO 2 FEET DIRECTLY ABOVE LINE. CD o� i 6 1 SS �,l`.- ; ; , ' /;', ,, , //...0///P.' ',/ 0i,'' �//®//////� 15. A MINIMUM SEPARATION OF 2 FEET IS REQUIRED BETWEEN ALL W �, I / A , ../-_,' •' ,! O', j .' ' i �i i ',��, `;i�'� WATER TAPS AND SEWER CONNECTIONS. CONNECT TO EXISTING S ////v/ '� j ' .. 12" WATER LINE WITH ► as ► ; '' f // / /'' ,,//T//`'''' /,, .. ;% / Q t/8" i, ;,; /,/,-,,,; ; r i; 16. 4" SANITARY SEWER LATERALS SHALL BE SDR 26 PVC AND HAVE 2" TAPPING SADDLE i PM© ;; ' 'i; /?i,/' % ' '%' %%% rol 1 1 B '/8" A MINIMUMSLOPE OF 1%, c' I 0 AND VALVE IN BOX I I % '' ,, /fry/ ,r,' ,/. ,,,''i i 0 �� i��� / �� ,,, /''�j "i: 6 UY /IRE /0 I : ' - -- _ :: I PREYF1�fT�R','; - I F?KI " . �, , /' ':; i ,; 1�1 /0) _ , i ; o o .'o :' //i ! 'T�'RS. !%/; /.'f,.' //!-j /j;�j ` ° '‘Q'°5\ ° A 18. ALL WATER LATERALS ARE TO BE POLYETHYLENE OR APPROVED EQUAL. G. 10.51 \ I ,� e D �� 19, CONTRACTOR TO VERIFY ALL STRUCTURE LOCATIONS (drainage, sanitary, etc) TOPS • ■ o T.C. 1 1.07 ( //,? ° �g ;� �, :lye/ SIDE WALK kti �° �0 AND DEPTHS PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION. 1 I W i N I I c I•;3. - ` - A 20. WATER LINES WHICH ARE TO BE INSTALLED BENEATH STORM OR SANITARY o o n G. 1O. / �'®� ',241X00-t-1- - --_ _ _6-_ to / WHICH IS TO BE ;> 'g '.11 0 e'' o .� •- - THE STAMP AND SIGNATURE 3 4" LINES ARE TO BE OF A FULL LENGTH OF DUCTILE IRON PIPE WH I -,= -' r 1 / '" 'fie .. .. , -.- �. C V� --0/,4L-k� = -d °.•EXTmG W- - - -opn- - 1'..- og c r �,'- _ oN THESE AS-BUILT DRAWINGS UNDER THE CROSSING PIPE AS NEARLY AS POSSIBLE. ./ :. . - - r rLr _=` - P {7 ARE TO CERTIFY AS-BUILT °b CONDITIONS ONLY AND DOES z CENTERED UN - ' • ,� „ I t " NOT CERITY THE DESIGN 21 SEWER MAINS WHICH ARE TO BE INSTALLED BENEATH STORM �/ 174 61/ ' ;` LINES ARE TO BE OF A FULL LENGTH OF DUCTILE IRON PIPE WHICH IS TO BE CURD GUTTER ` T`C• 1 0/ T.,C•9,'77; CENTERED UNDER THE CROSSING PIPE A5 NEARLY AS POSSIBLE. T.C. 10.5,E T,rC. 1'0. 5 T.C.9;:95 ' URB INLET _� " G• 1 D• �,7 22, POLYETHYLENE SHALL BE USED BETWEEN TEE AND WATER METER FOR )P 77. 74 c) A 3: G,' 10`.05 G.9..77 ' ,- Cj.9.46 ; G.9.25 C DOMESTIC LATERALS. c 1 TC AS BUILT COPOLYMER POLYPROPYLENE PLASTIC 7. 6. 90 r 13UTILER ;AVENUE / ,f Ti_ 4- 18-2011 �°0 BENCHMARK � BENCHMARK I.E TRAFFIC AND RIGHT-OF-WAY NOTES: ° SPIK •DIN POWER POLE �\ ° S 3/4° e� � �° 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE Q Q °. NAIL INO ( WER POLE �° EL: - 1.37(NGVD 1929) . _ �� COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA J LrI - C� EL. 1 r:49 NGVD 1929) � ���������(�� PERSONNEL. d SPECIAL DATUM NOTES 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED > 0(-05: W z 1. THESE DESIGN DRAWINGS ARE 1/2" GRADE 60 STEEL REINFORCEMENT Q BASED ON NGVD 1929 DATUM. SECTION A-A FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT <U _! UTILITY PLAN OF ANY WORK. • ..J o 1" = 20' 2. FEMA MAPS ARE BASED ON NGVD C1Iit>j of 3ttuttnnttll W W z p U z 1988 DATUM. 3. CONTRACTOR IS TO OBTAIN A R.O.W. PERMIT PRIOR TO _I Q Q [- 3.CONTRACTOR IS TO COORDINATE STANDARD CONSTRUCTION DETAILS PERFORMING ANY WORK WITHIN THE CITY OF TYBEE ISLAND -� L'- J RIGHT-OF-WAY. -1 m W - (- DIFFERENCE IN DATUMS WITH A MANHOLE STEP-POLYPROPYLENE PATENDMBER: `) W REGISTERED SURVEYOR PRIOR TO W THE START OF CONSTRUCTION. APPROVED. S°''`E'SEPTEMBER S15 4. CHLORINATED DISINFECTED WATER SHALL NOT BE DISCHARGED W r- CO WATER & SEWER PLANNING & ENGINEERING DATED:SEPTEMBER 2005 INTO THE STORMWATER SYSTEM. z N f-- s j I SPECIAL WATER LINE NOTES : R/W OR UTILITY EASEMENT LINE 1. Pipe, fittings, valves and other accessories shall, unless otherwise STAINLESS STEEL MP) CAST IRON VALVE BOX 0 0 DOUBLE CHECK VALVE directed, be unloaded at the point of delivery and stored where they I COVER STAMPED "SEWER" CURB-STOP AND METER 'J-_••��/ / NOTE: COIL TRACE WIRE (DCV) ASSEMBLY will be protected and will not be hazordous to traffic. They shall at ////// //(/ I COIL VALVE BOX FOR w at! times be handled with care to avoid damage. The interior of all pipe, t. THE TEE-WYE SHALL BE SET AT PROPER ACCESS _ ;:f- j /� DEPTH TO ACCOMMODATE THE PROPOSED OR 1_4_4. I` 0 ���� 6" BELOW OFRAOE -11111 0 0 4 111 (Ill fittings and other accessories shall be kept free from dirt and foreign i® EXISTING HOUSE LATERAL. matter at all times. CLEANOUT 4, - { 5 I 2ERABE CASI = I MARK FACE OF CURB WITH I AO 0� EXTENDED TO PROPERTY LINE. LOCATION OF BOTTOM FLANGE �_ ° • �N 1 LATERAL TO BE NOTED WITH "S"' STAMPED ON VALVE BOX TOP �I�t I °W" OVER LOCATION OF LATERAL a ti ���; f =�r N � �g� FINISH GRADE ..■■ 2 Any defective, damaged, or unsound pip@ shall be rejected All foreign I FACE OF CURB (WHERE APPLICABLE). PROVIDE I ,,-,;.,.,,�r,.,,..,_:,.,.;;;,,,.,_,.,._,:.,,,..;.,..;.,,- __.._<,: ;.....:;<,..,,..,;;;;.,.-:;:.;.;. ��'"`=''.------ - �•• i�■■■■■�n� matter Or dirt shall be removed from the inside Of the pipe before it is 11 ��� LATERALS FOR ALL VACANT LOTS. ON NEW , �' •' '"' "� z, , T' , 'I"'��4IIII�1 "'�I0C \ ( ■■■�■��E���� lowered into it's position in the trench and shall be kept clean by approved SEWERS, PROVIDE CONNECTION FOR EACH O �ii'��i", -- • I ■■■■■■■■■■■■� p p y pp a" SDR 26 PVC GRAVEL (3") © GRAVEL (3") �BI�IIIIMAIIIC �I'�'� ""��„' N ■■■■■■■■■■■■■■� shall be taken to prevent dirt from CUSTOMER, EXISTING AND FUTURE. SHOW 12° (TYP) 11��1111�••��111111�1111 means during and after laying, Care p . LOCATIONS ON RECORD DRAWINGS. 3' MIN. j�OR DIP CLASS 50 ° 5' MAX. TO WATER MAIN (����_����� ��_������ _ * -I ;��SANITARY L. entering the joint space. During installation, when pipe laying is not in '7 3. ALL 4" FITTINGS TO BE PUSH ON TYPE. NO (='IIII-'ll��I �I'�' _ fin:::11N UMW r0 ress a mechanical joint plug or ca or approved equal, will be used CLIN A I'1�1\:�u'� i2 ::-iL!I) S [I-.• CLUE FIT76VGS ALLOWED. =�! - \■■■�■■■■■■■■■■/ p g J P g P,? -"� ������>•■■■■°� to form a water tight seal at both ends of the line being laid and no trench ?RTC +'_s D! ';;il\;' DUCTILE IRON NON-METALLIC I■■■■■■■■■■■r g g _ INSTALLATION INSTRUCTIONS: 111111•111111 1111•11111111V water shad be permitted to enter the pipe. ri TECr\ MATERIALS 3' WIDE WARNING •■o■■■■�• P P p •14 GAUGE SOLID COPPER TRACE TAPE TO BE 6" -.MI OW"- �w WIRE FROM M AIN TO CLEANOUT ITEM QUAN DESCRIPTION THE ASSEMBLY SHALL NOT BE BURIED L-, ABOVE LATERAL 1 \�0 1 1 1 WATER METER IN EARTH, BUT MAY BE INSTALLED METER BOX (SEE APPLICABLE 3. Clean the interiors of all pipe by brushing swabbing or washing out all ' I • WATERTIGHT brushing, \ L 4"0 MIN. SDR 26 PVC MECHANICAL GRIPPER 2 1 DOUBLE CHECK VALVE ASSEMBLY * IN A UTILITY BOX ADJACENT TO METER DETAIL) / PLUG OR EQUAL 3 2 METER BOX (JUMBO METER BOX FOR OR AS CLOSE AS PRACTICAL TO, THE OUTLET SIDE '14 GAUGE INSULATED SINGLE dirt before placement. 12 MIL. BONDED NYLON OR DIP CLASS 50 / �7 -- _ - - -- #14 COPPER WIRE STRAPPED TO 1"X 1" CURB STOP WITH 3/4" l /' 5/8', 3/4', 1' & 1 1/2' BFD ONLY) OF THE METER. UNDER NO CONDITION WILL ANY PIPE AND ATTACHED TO BRASS BUSHING TO METER `,1, /� rr 4, Flush the new pipe lines until the water runs clear at the end of all r A • 4 4 TEST COCKS CONNECTION BE ALLOWED BETWEEN THE SERVICE CORPORATION STOP AND CURB STOP r v 0 �Q� i I PLAN mains and laterals. This should be done after the pressure test and '< 5 2 FULL PORT BALL VALVES METER AND A BACKFLOW PREVENTER USED FOR 2' -- --_ _` 6 POLYETHYLENE, COPPER OR BRASS SYSTEM CONTAINMENT. NOTE: r before disinfection, Minimum flush time and velocity are to be 2.5 fps ED CUT TO LENGTH TERMINATE CURB STOP IN - which is necessary to purge the line of foreign material. ; I„TILIT [S PRI CT iN E 7 1 O . O,\ +� MIN. SLOPE 7 2 UNION STANDARD METER BOX (SEE ;-800-282"%� MIN. 4' TEE-MIME OR � �O , DOUBLE SWEEP CLEANOUT WYE DETAIL W19 FOR RESIDENTIAL ONLY) � 23 3/4° SHALL BE MINIMUM OF 1' TAP O 0 ' _® \ O i WITH GASKETED JOINTS " DUAL CHECK VALVES ARE NOT ALLOWABLE s ..,J n /� 1° CORPORATION 1" TUBING (MIN.) 5. All materials used and Come into contact with drinking water during it. �' SEE NOTE ? L !� ag'*°a N 3.IF A PRESSURE MONITOR IS TO BE ��-STOP POLYETHYLENE ����������•s..N. ���,...N. ���������������,�•/ f distribution shall not adversely affect drinking water quality and public health CORPORATION STOP \/ { ' ..j e° INSTALLED, ADD A .EE, VALVE, FITTINGS g 1~ 4° X 1" TAPPING SADDLE .� NOTES: AND MOUNT ON SUPPLY SIDE PRIOR ` v",/�I 22 3/8" //„/„' �6"' and must be certified for conformance with American National Standards ^ p ^/ P s NEW METER INSTALLATIONS 5/8 3/4", TO BACKFLOW PREVENTION DEVICE; !\ Institute/Natrona) Sanitation Foundation Standard 61 (ANSI/NSF Standard 61). (/ 1SCFR4 J•' a°° t TEE-WYE (NEW SEWER) 1" & 1 t 7_ TO BE INSTALLED BY SADDLE �- I J, e. �. NOTES;E S I / UNDER NO CIRCUMSTANCE, SHALL TEST 24 5/8" ., OR SEWER SADDLE(ExiSTING SEWER) CITY OF SAVANNAH'S WATER 6. Any pipe, solder and flux used during installation of the water lines must be °� rF 1. TAPPING SADDLE TO BE DUCTILE IRON ., PORTS BE MODIFIED OR UTILIZED FOR 4" DIA. OR LESS y PP : g y 1a - q9"�'`�°`t""' �" PVC C-900 ONLY WITH TYPE UBL STAINLESS STEEL DISTRIBUTION DEPARTMENT THIS OR OTHER APPLICATION, OTHER 36" "lead-free" with not more than 8% lead in pipe and fittings, and not more than + $ . c- __f'� FORGED DOUBLE STRAPS. STAINLESS THAN BACKFLOW DEVICE TESTING. P��il' `;3:' i - I STEEL BOLTS, NUTS, AND WASHERS. 2.FOR FINAL APPROVAL, ASSEMBLY O.2% lead in solders and flux. _ FINISH IS FUSION BONDED NYLON / R/Yf OR UTILITY EASEMENT LINE NOTE: MUST BE CENTERED IN ENCLOSURE. ALL FITTINGS W LATERAL SECTION °° 4 TO AVERAGE THICKNESS OF 12MILS. FIN. GRADE INSTALLER MUST PROVIDE FOR THERMAL SHALL BE COMPRESSION TYPE. ,- DOUBLE SWEEP PVC EXPANSION DOWNSTREAM OF THE BACKFLOW PREVENTOR. FNGl N - 2. CORPORATION STOP MUST BE PLACED NOTE: SPECIAL CONSTRUCTION NOTE: '� _ - 1 I- �.1 AT W WITH RESPECT TO WATER MAIN (AS CLEAN OUT A tk^t`••1F` SEE NOTE :� SHOWN ABOVE). I I RATED EQUALGTO U. S. OUNDRYBCOHEU$F i195-ORS. A. W'° rr 6 CORPORATION STOP �.�► ..�►�[_ 3. ALL 1" AND 2" TAPS ON WATER LINES I .M I TOTAL WEIGHT 325# TYPE "C" LID TO HAVE MACHINED IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE SMALLER THAN 6"(SIX INCHES) WILL REQUIRE VARIES Z TYPICAL OUTSIDE INSTALLATION BEARING SURFACES. LID TO BE LETTERED 2 1/2" -3" KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, - - - • -,.„ \` A TAPPING SADDLE. ALL TWO INCH (2) LETTER HEIGHT ''SANITARY" (NON VENTED). MANHOLE ' ' TAPS WILL REQUIRE A TAPPING SADDLE, _I MIN. 1% GRADE �� �J (Sc q >> RING SHALL INCLUDE A WATERTIGHT GASKET. STACKING SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE REGARDLESS OF WATER MAIN SIZE. • V (5/8 3/4", X. I /2 SIZES) CLEATS ON THE BOTTOM OF THE COVER SHALL NOT BE ALLOWED. PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO DRAWING NUMBER MAIN FUTURE LATERAL COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY • C�t1j of ttuttnnttlj ,� \ Chit of 3ttuttnnttt C�iti� of 3ttuttnnttfl Chit of 'uuttnn i1r � ,� C�Sit� of Sttuttnnttll ,. OR CONFLICT. •• "'ICS lit �` tit ''' MI, )loll; , C NMI 5 . STANDARD CONSTRUCTION DETAILS %\ STANDARD CONSTRUCTION DETAILS STANDARD CONSTRUCTION DETAILS „>, STANDARD CONSTRUCTION DETAILS > STANDARD CONSTRUCTION DETAILS ' - SCALE: 1" = 20' ,, 11 PLATE NUMBER: PLATE NUMBER: DOUBLE CHECK VALVE & METER ASSEMBLY PLATE NUMBER: PLATE NUMBER: PLATE NUMBER: 1 & 2 WATER TAPPING SADDLE SANITARY SEWER SERVICE CONNECTION DETAIL FOR DOMESTIC SERVICE FOR COMMERCIAL SITES WATER SERVICE LATERAL (4 OR LESS MAIN)7, MANHOLE RING & COVER L_ 6E2J • PREPARED Ov SCALE: SCALE: SCALE q SCALE: SCALE: 1 N.T.S. W� PREPARED BY: N.T.S. S2 N.T.S. W21 PREPARED BY: WATER & SEWER PLANNING & ENGINEERING N.T.S. W2 PREPARED BY: N.T.S. S 1 0 0 20' 40' 50 tJ OF 12 SHEETS WATER AND SEWER PLANNING & ENGINEERING GATED: MARCH 2005 WATER SEWER PLANNING & ENGINEERING DATED: AUGUST 2005 PREPARED BY: WATER & SEWER PLANNING & ENGINEERING DATED: MARCH, 2005 DATED: JUNE 2003 WATER SEWER PLANNING & ENGINEERING DATED: AUGUST 2005 APPROVED BY THE TYBEE ISLAND PLANNING COMMISON f:`:i i,� ! O: 0 U. S. HWY 80„ ,..„..,,, / Af .„,, ,,-,-/2/if . .‘ , . .. ZONING OFFICIAL DATE w Z SECOND STREET ..4 LOVELL AVENUE 60' R/W APPROVED BY THE TYBEE ISLAND MAYOR AND COUNCIL N 17°54'16"E 240.00' fra 5/8" RRSq ` �„ ®� E..10 � / � tt�1 I i 5/8” RBF 1``/ / f . j OP ( CURB THIRD STREET /OR DATE x 1 INLET* I I f 1 1 DETENTION POND I I I 1 � .�..f i 1 VICINITY MAP f/ �dNI.FRK OF Co CiL DATE `ter — — � "!! (NOT TO SCALE) 1 4 >=1 1 ,I 0'1` 11 x 1 %. L 1 9 T !0 T PT. LOT 15 Oct it *O Fii w v J x UZ w �.....- I j I I � 1 I I H I 1 Co u) N �i DRIVEWAY GRAVEL PARKING AND DRIVES x tsj co 1 -- -- -- -- I -- -- -- I I -- -- -- 1� N v 1 I CD I x Ia (rN C\.? co Cd CONC. �� 0 c r'L 1 ��(l ��.� GRA I L PARKING AND DRIVES x 1 O ( U' 0 G`° I 10.3' PORCH LOT A/C 6 T ,01 7 LOT (Ix GO 1 1 I I ! PT. LOT 15 C`.. ,1 I 4 f I ! \I\ � 2 STORY STUCCO BUILD G o Z 0 I 1 1 1 1 ›. 1 { 1 9.6' I tl CURB CANOPY q x 5/8" RBS ° c I 5/8" RBF 11 -- — S 18°00'00'W 240.00' ACCORDING TO THE F.I.R.M. BUTLER AVENUE 80' R/W DATED 9/26/08 THIS SITE IS WITHIN THE 100 YEAR FLOOD /� ZONE. RECOMBINATION REVISED MAY 12, 2011 TO PRODUCE RECOMBINATION PLAT. LOTS 6-11 AND A 20' DRIVEWAY, WINDSOR PLACE, WARD NO. 1, TYBEE ISLAND, CHATHAM COUNTY, AREA = 0.87 ACRE GEORGIA REFERENCE: PRB B 229 STREET ADDRESS: 211 BUTLER AVENUE EQUIPMENT: TOPCON AP-1,1A ERROR OF CLOSURE: 4R14 -1. ' 1/- FOR: 211 BUTLER, LLC ANG: -"ANGLE J. WHITLEY REYNOLDS * �GNST • /ABALANCED BY: — LAND SURVEYOR c, PLAT: 1/268,300 636 STEPHENSON AVENUE ' NO. '49 C 20 20 0 20 40 60 I I 1 SUITE C ��7�d ,/,'-f";(4)1-4 �° �� SCALE: 1" = 20' SAVANNAH, GEORGIA 31405 V� l DATE: APRIL 12, 2011 SURVEY GRAPHIC SCALE - FEET "// TELEPHONE: 912-352-0464 / �Iy,`UR �g� v 1 dd �} q9 FAX: 912-352-7787 /LEY �ijJ DATE: APRIL 13, 2011 PLAT v FILE NO. 98-199S LEGEND NEW EXISTING DESCRIPTION • GRATE INLET TOP 9. 17 Ifai r...�l BUILDING I.E. 4.25 GRATE INLET - TOP 9.80 RESURFACE ASPHALT PAVEMENT •TOP 9.62 i.E. 4.64 12= ,� 24"PVC= �h ~� ��, �, •s( 0. ASPHALT PAVEMENT TYPE I q ∎° .°• ' tio'_ 1 r r ( 1 Cr ! t IA / r ! / f�� J -i J 1 1 II ! l ^:� I 1 ! t 1 ! -�- ! 1 l �-/ I 1 1 t 1 �i 1� % r" 1 r 1 `! t 1 1 l t 1 1' 1 ! , ( Al ! 1 / r t 1 I I I I I I I I I I , I I I I I I I I I I 1 1 1 1 1 , 1 1 1 1 ! 1 , 1 1 1 1' 1 1 t ASPHALT PAVEMENT TYPE I I P f ! 1 / 1 1 1 I 1 1 1 1 1 1 1 1 1 1 t I 1 I 1 t ( t ! 1 ! I i ! 1 t J ! ! 1 1 t 1 1 1 r 1 1 I =1 �,-- ,/ tr , r* 1 i f I 1! 1! It #t 1 1 I I 1 ...b 1 1 1 1 1 1 1 1 1 1 •1 1 1 1 ! ! ( ! t 1 f/l I ! , I t t 1 t 1lP l t ! l 1 1 1 t j Ph I r t' t CONCRETE PAVEMENT r r '} 1 8_SS _ ! L _ _ (— 1 I J � �1 1 1 1 r 1 1 1 1 1 , ! r t _„_1 r r r r 1.°' 1 r r 1 r 1� r , 1 sa 1 1 / 1 1 / I�r ?°' 1 1 1 , -i - '-I ' r 1 J T�1— T -,` r r !.' '7 ---I--- ..7- __-.r. _I- --I"' - .7- _- ,— 1 . 1__ 7 i._ _' _"a% _ _$ l i 1 1 r --1 1 1 / 1 1 1 1 -,-r 1 1 r I1 ! 1 ( t 1 !�'' ! 1 1 / 1 ! 1 1 ! / ! I I ! ! i ! l rl / 1 1l 11 1/ I! !I P 1t tt !1 /! 1 11 It Il 1 t 1 r , l 1 1 1 ` t / 1 t t r J 1 1 1 1 1 1 ! t r X ! i/ / ! , ! ! I 1 J r ! ° ! 1 1 I I 1 I,y° I I 1 I 1 1 lip I I I I 1 I I y�4 I I I I I I I I I I ,' t 1 1 1 4. ' / 1 1 1 N , `91 ! I „I , I , ! 1 li / / 1 1 I q� / 1 1 1 I I A 1 J I ! I I 1 / J I 1 l I .�O/ I 1 �° ! 1 t / ! 1 ! r t�0 ! t I ,∎° t ! 1 i q�I f t ! t , ( 44 /G q(A�{��J� (_L 1 !r ! 1 1 1 1 1 Ida t ! 1 1 t f F 1 ! / r • -I/ r �f t �_r 1 1 1 1 -;<I 1 1 ; I A fT [ 1 XTG 8 W ,�-��— —�q — _ — CONCRETE SIDEWALK ...- — ...._ _ ....,1_._. . —I-' I--• _.-. BOX L OP '4 / °y�Fi ..�_ ,,M�� BILL BOARD — L1GNr _ \4— — �� /f ( ,� -�__ tky POLE �- SD �- STORM DRAIN LINE • -�!1 tI 'ti 11 qe I t Cj I.E 5.9 ,-.4`b--- -.- r`_,,o?' ♦�rl► .....`. `i `° rEL� aEOrsraL0°ph /� 4 q• . ._ �/I--LL- ' .� f,,! .r�►�r�r►•► , .►�.��►,�; '.fie- ► 1►.�' ♦♦' �s, �, �►•...- _ _ . �y -_ _- -- — Ss — Ss SANITARY SEWER LINE /jA tr /r 111 I I `, - Q' •�'^.m. .... ♦ �>1i. «. ,,. .7 ` -' "r'' A P ♦ ��� �.N ` q• ..� iG—� 1 I _ Ag� . ♦t►i��vivei ► , 4iviri♦♦♦i►v., ,,,�►....,, ►♦►♦►+►♦♦♦!♦♦♦+ „,„ ,„, ►+�M,�`ji1♦,�♦♦ ►j�►j. kg� t_ ,� _ _ ...�� 1 1 Fl ' ---- , I'��'���♦�����`��♦4**♦'i♦♦♦♦♦♦♦ 'Q� ' `''�". ♦♦♦♦#`♦♦♦♦ ♦#`♦�♦ii�N 1�V °�.'- 1N WATER LINE f} 1 1! !t N?�f�RAIV,1` ®♦♦♦♦♦♦♦♦4♦♦♦♦ ,♦,, ♦♦♦♦♦♦♦♦♦♦♦, ►*♦♦•i�►♦*#�1���♦♦♦ ♦d♦,�,♦♦♦j♦j♦i�♦ii♦i '�♦♦j I I r` J1 f f" ,�#` ♦♦♦,♦#,�����j�♦♦♦♦♦♦♦♦♦�►♦♦♦♦♦1►♦ ♦♦#'♦♦♦♦♦♦�►♦♦♦�♦t 1 t A E —1 2 ® SANITARY SEWER MANHOLE ' ) 0 Ir ,J ' I �`? . ♦♦♦♦♦♦♦♦♦+�♦♦♦♦♦♦♦♦♦♦S♦ ��♦�♦'�♦♦♦♦♦♦♦♦♦♦♦'�♦ '"�'� ♦A ® GAS VALVE �` �. J ' ! I ~ `♦♦♦+��♦♦���,`��������♦♦♦������♦♦•♦♦♦•♦♦�♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦�♦ I REMOVE HILL W I i' !1 ► �' ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦.♦♦♦ , TO EL. 19.0= W.V '� N ET- 1 J 4 i ��+i,����� �♦#`♦ ♦♦♦♦♦♦♦#'♦�♦♦♦♦♦♦♦'�♦'�♦♦♦♦♦♦�♦♦♦♦♦♦ t� 1 ►4 WATER VALVE a � CO 97EMOVE HILL r ! J © ' , `♦♦♦♦♦♦♦ ♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ To EL, 99.0' ,1 I .0 Ef, '.t ? '►♦♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦'�♦♦♦♦♦♦♦♦♦♦♦ ♦#'♦♦♦'V V J RICHARD E. MAYBAUGH ® .M� ATER ETER CO '- r (o to I ♦♦ +♦♦♦ ►♦♦ ►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►�1►♦♦♦♦♦♦♦<► ti M a 4 , ' ce C A,11/1 ' ,' . t jr� �i+♦+♦♦`j# ♦�`` ♦♦O♦♦♦♦♦♦♦'�'♦♦♦♦♦♦♦♦♦♦'+.41 ♦♦♦♦♦ ♦.�je� ; ,� FIRE HYDRANT C----� d , @� ! , ♦♦♦♦♦♦♦♦♦��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦e♦ : - .U) Co in 1 I l , •�♦♦♦ ♦♦♦�i# ♦#► ►♦♦♦♦♦♦♦�►♦♦♦♦♦♦♦#�♦♦♦♦♦�♦ ►-��♦♦ I , .� �`� N o / ,0 -1�°:1 \'�A'AA���•♦♦♦♦♦ ♦♦`♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦'�♦♦♦�♦♦�♦♦�''�` ♦� p O)& ��1 ***1.1'' -� SIGN co p z co A 5 - 12 ! r. rl �, �1♦♦ ,. ♦♦♦♦, ♦,#♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�►♦♦♦ ♦♦♦♦♦♦♦♦♦♦ ♦♦♦t1►♦ ■ I ,® oo�o t�1 d = 1 f �I �►♦♦►`111♦ �♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�►♦♦♦♦♦♦#►♦ �►♦♦♦♦♦♦ ♦♦♦ f „®. ' \ > ' It (DI Ptd x`♦ , " 4.1*♦ ♦ ♦♦♦♦♦♦♦♦#'♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦ � • I ' FLARED END SECTION —1 Q > I I „,-(1 \ , 4,k ,...-1. (/) t ,! ,/ ,1. .°' �, ,>e�♦�►♦♦♦ ♦i♦ ►♦♦#►♦♦♦♦♦♦♦♦♦#♦♦`♦+♦i♦♦♦♦♦,#♦♦♦♦♦♦♦♦♦♦♦♦♦,*♦♦♦♦♦♦♦♦♦♦♦�♦♦♦!+♦, ■, ! __ _ _ _ __ ,��� SPOT ELEVATION t.r_.r ♦♦#�♦#�i♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦�► ♦♦♦� 1 1) _ / .al. .a, 02 ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦#♦ �►��♦♦♦♦♦♦ ♦♦�►♦♦♦ , ._.g ��_�� , l t l '♦♦♦♦♦#'♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦�♦♦♦♦♦♦k ♦�'�#'♦♦ It ' , CONTOUR `fir If^�, 1 1! :el.. a'• i�A �♦ - 0 _ I 1 .�a' '-. taw v. ♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦.♦♦+♦♦♦♦♦, ♦♦♦♦ ♦���♦♦♦ �•��♦�♦�# 1I I 1.x.4.13 LE,4.13 INVERT ELEVATION• , • .. . ,- 1 I .--I I` 1/ „..ii. � �#�♦ �♦♦♦♦♦♦♦♦♦♦♦+'9'♦♦♦♦♦♦♦♦♦♦ ��i ♦♦♦♦♦♦♦ �♦♦♦��j��♦#♦� r --x— CHAIN LINK FENCE-,- 4. I' ° i �`► ►♦♦�i,�.,f�►♦♦♦d♦♦,�r♦♦♦i♦♦♦♦##♦♦♦♦♦d♦♦♦♦♦,#♦♦♦,p♦♦♦j ,�0► ,,. •♦'►♦d,�♦♦♦♦#♦♦♦♦,#♦##♦''�♦♦♦♦♦O♦♦® ., !r, t . it Op 1 '� 1 + ��, ► ♦♦♦♦♦♦ ♦♦' ♦♦♦♦♦♦♦ ♦�'''r♦♦♦♦♦♦♦♦♦♦♦♦'�♦��♦♦♦ _ - - -- - PITCH INVERT w I 0 // // •'♦♦♦♦♦♦iii►♦�► ► . ♦♦♦♦♦#,�♦♦ ,.�,a!'t♦�►�♦♦ ♦�i♦♦rg♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�i♦♦♦♦ p 11 it r ,r ► ♦♦♦♦♦�♦'�♦♦�♦�' ♦♦. -44'- V' `•C� '�'♦'�♦♦♦♦♦ ♦`♦♦d►♦♦♦♦♦♦♦j I KELLY SULLIVAN PRa ER L NE N /' ,1 ►`� ♦♦♦♦ ♦ ♦t ��♦♦"r� i 0 ►♦♦♦♦♦♦♦♦'�'�♦♦♦♦� ♦♦�♦♦♦��� 0 IRON PIN FOUND a I - a �r 1 1P 1 47 Ai ♦♦♦♦♦ ♦ ♦♦ ♦♦♦♦♦♦♦ ♦♦♦♦♦ ♦♦♦ ♦♦♦ ♦♦♦♦♦♦�, IQ I c, a �; ti�+� dAw♦ ' ♦♦♦♦♦♦♦♦♦'�'�♦♦Q'`♦♦♦' �' ♦#'♦�'♦♦♦♦�A� f , g�� ;�q' TiN � ,$ TOP OF WALK i 11 t/ 1� 111 l I r t����'s'' V' '`✓ ♦♦�♦♦♦♦♦♦��,.♦♦♦�♦♦♦♦♦�♦♦♦♦♦♦♦♦� g �° T C. 1 1.04 / J } li ��♦♦♦♦' ♦♦♦�''�♦ ', ♦♦��♦t►♦�♦�♦♦'�♦♦♦•� TP 14.s� ToP of PAVEMENT J :..41,'�+'',♦♦♦♦♦♦♦♦4040 k�' " �#'♦♦�, * Ak.'���♦��jr�' BILL BOARD G. 10.51 , • •••r' I l ,It •�;" ` 11 •, ,' ..i.► , ♦��� �i`��ii�,�� ♦♦�►� ♦♦i♦�♦�♦�:��♦'� �♦�♦�� _ _- _ ,► �- G11Y_ ` -.- FG 16,1 FINISHED GRADE• T.C. 1 1.0 7 I I / , 1J '1 l /,2F ,,.,� I I, i,'-' ►;.►..�..►'����I.►~f►' 4... ' qc �., q�ry qA - - - �� Z' OP G. 10. 73 , , ® ' ' 1f' 1' 11 ,/ ,' 1/1_\' .L...44_. �`� .s. °► ..;'/—�A t 4��4,�( .a` 7 _y�(�� .a .o r a 1 s'�-} �r f'� y -.s-......_ , s :. ' S 16,10 Ta o STONE �Jj•._!- —t t 1'- -T . . - -* 17�W -�►'�"t •C �t ,,377_,..,_.....:410. L'YY_ "M Z" ;4901,,,_,. l Pt" ° �•��°+� a_ `'_ c_4:14.7 sf -.w_9 ,t w-:-i=R -+G?..-'rr, -'a-° .-s: ' C. P . . o a g 9 cr T P F f�Y--' ! 1 LU+_��.'^" _-- --!'-=.£•=.� _ , - �_.__ xx e i-.— ---- -'3 - s_ -� De `.._-_..b i -++ -,CT" l•__�r0-�G}. ._0•, �� /, _1- 1 1 r _1_ 1 - ,. LQ p -0° �cr=i E ,. - SAE �_�. ' -e= FR-P L � -_ � P TO �y /� I. }tl " ~j i` 11 ,1 y� t' /1 1 , 1 I 1 I 1 1 1 I 1 `1 grip l 1 I �1 1 I rte— , 1 / 1 1 1 1 r 1 / 1 1 1 1 1 1 1 1 , 1 1 1 I TO 16,10 TOP OF GUTTER G tioro�` J t l / ' 1 1 ! 1 , , 1 1 I I / / ! ! / I ! 1 ! ' J 1 I I 1 ! 1 I 1 I 1 CURE C ' GGT I T R r 1 I I 1 I 1 1 III 1 , 1 1 1 / l l l 1 / I I I I I I I 'Q O 1 1 I 1 1 1 1 1 1 ! t ! 1 1 I 1 1 t I , 1 1 ! 1 1 / 1 1 1 t l I 1 / ! 1 I t 1 1 1 1 1 1 1 1 1 1 1 r 1 1 I 1 1 I 1 1 1 1 Q /� 1 1 ! 1 I t' I 1 I t T 1(,, O,�}7 1 , 1 ( 1 1�+ 1 1 I 1 1 1 1 , 1 1 I I 1 1 I I I t 1 1 I ! 1 1 1 1 1 / t / t 1 t I l t 1 1 I 1 J 1 1 t 1 LLB r CURB INLET! 1 1 1 1 1 1 1 r 1 T. . 1b.5� 1 r t Trti, 1/0. 5 / T,C.9.95 �•Q TC 16.1t} TOP aF CURB a c� =1 1 ! ,' , I r r 1 1 I 1 , , 1 1 1 1 1 t 1 I J 1 ( t I T. f 77, 1 1 1 �1 1 / r 1 / , 1/''� t �} / 1 1 ! 1 J 1 1 1 !! / t 1 t /'} /') � �j'''7 t 1 ! 1 1 1 t ) t I ! ! 1 1 1 1 , 1 1 / ti t f 1 t '' ' T Jti. .9! 1 1 / 1 I 1 1 l t 1 1 4 ! 1 f.��y ^T"` r 31 t I . 1�. 11'7 11 1 I I G' 1 :11 1 1/' 1t1 II1 lJ.9 t// !r11 lrl r' 1t 11 11 tr I1 rI p.9.146 It I' 1! 11 11 r1 r1 rl 6.9.$5 1 11 i 1' ,1 ), ,'Cu fJ,' IN1`-ET 1, 1, 1 1 1' 11 1' 1! 1' rr i ' 1' tt W Q O Q TOP 11. 14 /! rt ; /t 4 ` I`"' ! t I tt 1 J tt 1 tl 1r I 1 1 1 I t J l 1 1 1 / l 1 1 / l 1 1 ! ! 1 1 l ! t1 1/ /t 1;17 t 1 1 1 1 t t t 1 r�� � Ta,� 9.91 .9.116t , 1 t t 1 r t 1 1 t { th I.E.6,90 1! It / tt ,' I' /! t' r 1 l 11 I /'I /i t !i /1 1( 11 /� ! 11 ! T) >t/�4 /t 11 I it 11 1 t/ / ! 1/ I t/ I' lr I tI 1 / !/ TH.9.112 , 1 I I t / i ! I I I I 1 I / I 1 Q [�u LLI t I R 1 ! t :51 IX Q Z 0 co BENGHtVIARK BENCHAIIARK I.E.5.55 0^ A° SPIN' IN POWER POLE q`� el� - - - �° Project Information: } J Z 0 °. NAIL IIV,�° 'OWER POLE *� EL: 11.37 NGVD 1929) q ;-q' q' 15 MI -:- EL. 11.:49(NGVD 1929) ) P.I,N. : 4-0004-08-004 m U} Q ADDRESS : 211 Butler Ave. > W --} W Iw-' TOP 9.69 ZONING : c-1 Z N LE. 5. 14 SITE SIZE : 0.88 ACRES 0 Z ESTIMATED DISTURBED AREA : 0.60 ACRES 1-7 SETBACKS : FRONT = 01 x SIDE (corner) = 0' W SIDE (interior) = 01 REAR = 0' BUFFERS: NORTH = 20' • SOUTH = 10' EAST = 0' WEST = 10' 'CONTACT A MINIMUM OF 72 HOURS OWNER : Jeff Cramer PRIOR TO DIGGING ' ADDRESS : P.O. BOX 1397 �.�� � ``�.�, exits TING SITE AND DEMOLITION PLAN TyO. Island, Georgia 31328 ` T � T 11l = 20' PHONE : 912-412-3333 ,pj{1V NOTES: UTILITIES PROTECTION CENTER I-800-282-741I 1. CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES, . SPECIAL. DATUM NOTES : 4„0 G1 SPECIAL CONSTRUCTION NOTE: • G x s 4.,0 . I. THESE DESIGN DRAWINGS ARE �`. 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING , :BASED ON NOVO 1929 DATUM. ALL EXISTING UTILITIES PRIOR TO COMMENCING TRAFFIC AND RIGHT-OF-WAY NOTES: IF THE CONTRACTOR KNOWS OR CAN REASONABALY 2 OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING 2. FSMA MAPS ARE EASED ON NGVD BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT Its MEd_ CONFLICT WITH SAME, ANY DAMAGE TO EXISTING 1, ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE 1988 DATUM, IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO I .1;5-� I UTILITIES SHALL 8E REPAIRED AT THE EXPENSE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED t 0I E ∎, OF THE CONTRACTOR, PERSONNEL, 3.CONTRACTOR IS TO COORDINATE TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK d +�. ..8�'/`'` DIFFERENCE IN DATUMS WITH A REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY REGISTEA'ED SURVEYOR PRIOR TO OR CONFLICT. 3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION 2, ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FEMA MAP NOTES : THE START OF CONSTRUCTION. WORK WITH THE OWNER. ALL ITEMS NOT TO BE FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT - 1, THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA 'lAE-12" AND DRAWING NUMBER RELOCATED OR GIVEN TO THE OWNER WILL BECOME OF ANY WORK. - 1, THIS ACCORDING T F.IWIT COMMUNITY PANEL NUMBER THE PROPERTY OF THE CONTRACTOR. Survey Information : 13051500 ACCORDING MAP REVISED SEPTEMBER 26, 2008. (NGVD 88) 3. CONTRACTOR IS TO OBTAIN A R.O.W. PERMIT PRIOR TO GEORGIA D.O.T. NOTES: 4. REMOVE ALL TREES AS NECESSARY FOR PROPOSED PERFORMING ANY WORK WITHIN THE CITY OF TYBEE ISLAND Survey : 2, THIS SITE IS IN ZONE "AE-1211 AND 1'AE-13'1 AND IS LOCATED CONSTRUCTION. RIGHT-OF-WAY. WITHIN THE 100 YEAR FLOOD ZONE. A MINIMUM ELEVATION OF 13.0 1. ANY AND ALL WORK WITHIN ANY GEORGIA D.O.T. SCALE: 1" = 20' C IMP 2 Date of Survey : HAS BEEN SET, INGVD 88) RIGHT-OF-WAYS MUST BE APPROVED AND PERMITTED 4, CHLORINATED DISINFECTED WATER SHALL NOT 8E DISCHARGED THROUGH THE GEORGIA D.O.T. - T 1 REES TO BE REMOVED INTO THE STDR WATER SYSTEM, Datum : 8, CONTRACTOR IS "O VERIFY FEMA ELEVATIONS PRIOR TO ANY CONSTRUGTIDN ACTIVITIES. 0 20' 40' 50' 2 OF 12 SHEETS LEGEND NEW EXISTING DESCRIPTION GRATE INLET TOP 9. 17 Maim .ill BUILDING L E. 4.25 GRATE INLET . TOP 9.80 1=1 RESURFACE ASPHALT PAVEMENT •TOP 9.62 _ 24"PVC= _ i•E. 4.64, �� �� �� ^ °� ASPHALT PAVEMENT TYPE I l 1 1 f-I 1 I 1 t t 1 -;_t 1 1 / 1 f 1 ^tf r J l 1 I J -{- l t t -,-f 1 1 1 1 1 ,- 11 ! l l ,? 1 xi , / ASPHALT PAVEMENT TYPE I I l 11 / ! t Il !l / jt�, /i 1 1 f 1 1 t 1 1 1 / 1 / , , , 1 1 / 1 , / , / / l l l l l l 1 1 t / t 1 1 1 / t 1 1 r 1 ?' 1 1 Iv l 1 1 1 1 r 1 1 1 1 1 1 1 1 1 1 1 1 / 1 1 1 t 1 1 1 / 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 h 1 1 1 1 rI Il t 1 t1 1 I1 I I #1 1 I t 1 1 4b l 1 1 1 t 1 1 1 1 1 4j^ r I I 1 1 1 1 1 1 't)�1 1 1 1 I i 1 t I t t 1 1 I I I I I r p. 1 1 1 1 1 t .1 , _ 5 1 L 1 _. _ 1 _ 1 1 1 _ ,lam i 1 1 t t l 1 / 1 t i i l 1 - J ! t _,!\� 1 r t _1� l -r ! I t t-,° t t t , 1 1 1 1 �° 1 I t CONCRETE P A V M E N I›.4.1°. --- '1111.1" r -:7I -- t- I t t r -7-7-1 - T -,r 1 / I� 7" t"- T t-- T "-1" 'Z;- T `1- 1` l' -T -1-•- - i r 1 r r 1 -,-r 1 r r 1 t r r 1 r l i 1 ! 1 1 J 1 t I ! ! l 1 1 1 I t E T / r l r I 1 1 t ! I ! r J J 1 / f t t r 1 i 1 1 1 1 1 / l 1 / 1 1 t t 1 I I 1 / 1 / ! 1 i v' 1 1 it ' 7 1� ! ! i r 1 1 1 I 1 ! 1 1 1 1 1 t ? 1 1 1 1 t 1 1 2" t t t / I t 1 1 I 1 C) 1 I 1 r I o 1 1 1 1 r I 1 0 1 1 1 1 1 1 11}k 1 1 1 1 1 1 1 yr4 1 1 e�' 1 r 1 1 1 i 1 1 r ,. i 1 1 I,0 1 1 1 1 v' I I �h! 1 / j�r1 / 1 ! 1 A! f 1 I / 1 A� 1 / 1 1 r l a1 t l l 1 / f ajJ I / I I r I t ,�O t I r gar I 1 1 I 1 I I t 1,0 r I I �a' I I I i _ Lam- �N-�i` _ 1 t ! 7 ? 1 1 1 1 1 7 ? 1 t. 1 1 1 1 i �� 7 __7 1 , r 1 1 1 1 CONCRETE SIDEWALK ., 1 / / tt / h _VALVE ti L'A-T I Y t-L 1 I t f 1 I ! L 1 7 l 1 1 C , . i • 1 t ,' �\! _ ti di 1 t _ i� XT'G 8tt W �^ - - -- -- - - _ f _,_ +'''') SILL BOARD UGNr - 0.1'7. -r BOX OP-9-44 __.,- °4,h ,� POLE �.�.. SD STORM DRAIN LINE -- a• o (.f t b / of „ " ! y0• -,-''° *air .�• `� .���- r► E I r ° IJ gory �` .- `�''�'iy. "!�� ,�'� 7►�� ����i, '-! ` : �� ►v'r'�►,�r a a. ,._ - , __ __ -_ SS - ss SANITARY SEWER L N '�11� ,,++LL,, L,0,• �,� t �... ma'''y ♦ .. _ �. -.,' � i .. ir iv � •. ♦ -��� ,� -°® - I LINE 1? I; - --- . .►iii+v►♦a►i4►�i♦♦♦,`*♦i►i,♦��►♦♦♦�i►♦♦i�►♦i►♦♦♦♦♦i`,i�►♦+!♦'r♦♦„�`♦�►j♦♦♦ +s►i��, ,R� 1_, - ' Ell -�'`. ,- r`�r���♦i♦'�♦♦♦♦�♦•♦�♦♦♦�♦♦♦+'Q' -''�, ♦♦♦♦♦♦♦♦♦� i`♦� ��N �- -- r - WATER LINE (f} t / ♦♦♦♦♦♦6i♦ i♦ia►♦♦i♦w♦♦iii►♦♦iit►i . i /1 ,I /r H��RAN ��♦♦i♦♦♦♦♦♦♦i♦♦♦♦♦♦i4i♦i♦♦i♦i♦♦♦♦♦♦i�►♦♦♦-I .. I I A E - 12 •• o SANITARY SE\A/ER MANHOLE I r l r i ♦♦♦i♦♦♦ .., ♦♦ ♦♦♦♦♦♦♦♦♦♦ ♦♦♦ I - 1 l I ►iii► ►♦♦i♦♦♦�t►♦♦♦♦♦♦♦i♦♦♦♦♦ ► ,a,��l►, ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦,i♦*♦♦♦♦♦♦i♦♦♦�, �� G.v GAS VALVE - z I i r �i♦�j♦♦♦♦♦♦♦,♦i�`�i��♦i♦♦+♦ +♦♦♦♦♦�♦��♦�♦♦♦♦♦♦i♦♦♦♦♦♦♦♦�♦♦*♦ E REMOVE HILL X LLI - Z 1 I' 1' �, ��►♦ ►♦♦♦♦♦♦�►�►♦♦♦ii♦♦♦♦♦♦♦♦�♦♦♦Ai�4 TO EL. 11.0± W.V,., > d N I i I PM' , ♦♦' ♦�j' ♦'♦♦j♦j♦, 'f�♦'►♦♦♦♦♦♦♦♦♦♦♦♦♦i♦i♦i♦♦♦♦♦♦♦♦♦♦♦♦i♦i♦♦ �, , 1 WATER VALVE a - 01 REMOVE HILL ? / f © r �1►♦♦♦♦♦♦♦i♦♦i♦♦i♦♦♦♦i♦♦♦♦♦♦i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ►♦� TO EL, 11,0 1 I 0 E1,4' '' ! ♦♦♦♦' ♦�♦♦♦♦♦♦♦♦♦i♦♦♦♦♦♦♦♦♦i♦♦♦♦♦♦♦♦ ♦♦♦♦' '! j RICHARD E. MAYBAt1GH ® 'M� ATER METER � (0 to ♦iii♦♦♦♦♦♦♦♦♦♦♦♦♦i♦♦♦♦♦♦♦♦ ►�►♦♦♦♦i♦♦�►♦t W 0/' 1 ,,_� i��►`'3♦'�♦�♦♦i♦♦♦`♦♦�'♦♦♦♦♦iii ►♦♦♦♦♦♦�i♦i♦♦♦♦♦♦♦!�♦i♦♦♦♦♦♦�1♦ t 1 1 . t i i♦♦♦♦♦♦♦i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦! ♦♦� ' w 1 . , k,,, . i♦♦♦♦♦♦♦♦♦♦♦♦♦♦i�i♦ii♦♦♦♦♦♦♦♦♦♦♦♦l►♦♦♦♦♦♦♦♦♦♦,i ♦♦♦♦♦ ♦A,,♦, -., ; .� C) �, i♦♦♦♦♦♦♦♦i♦i♦♦♦♦♦♦♦♦♦i♦♦♦♦♦�♦, ♦��I� Ca , ,� ' '# FiRE HYDRANT - d ' NW D / 11 ,,,-1-' k '''''.4 i. . rrf i CD Z z 0) m / Z -'; Op�►� ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦ , 1 1.,?? a� SIGN o z Lqp ' 1i / cal P) l x�♦� ♦ ♦♦♦i♦+♦♦♦♦.,i♦♦i,+;♦♦i♦♦i♦♦j�♦♦♦♦ ♦♦♦♦♦♦♦ ♦�♦ A I , 000 FLARED END SECTION > 1/ 5<� k ♦ !♦ti►♦♦♦♦♦♦♦♦♦♦♦ii♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦ ,�♦, u) -. ,1 / i_.►i�► �� , ♦♦♦♦ii♦♦♦ii♦♦♦i♦♦♦♦, ♦♦♦i♦♦♦♦♦j♦♦i♦♦♦♦♦♦♦♦ii♦r♦♦♦♦♦♦i♦,�,'►j♦j�♦♦♦♦♦♦j�+►♦4• . , A E ' 13 00 , , 1 , , ♦♦�! ii �♦♦♦ii♦♦♦♦♦ ♦♦♦♦♦♦!►♦t I . . SPOT ELEVATION t t ,fit ' ��e�♦♦♦i♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦�►♦♦,�♦i♦ : _ _ _ _ _ _ q� t' 1/ : ' co �i ►♦♦i>i♦♦♦♦♦♦♦♦♦♦i♦♦♦+i�♦, ♦*i+*♦,iii' ♦♦♦i,�♦i+♦♦♦♦� ♦♦♦,�♦♦♦♦♦fir♦i♦♦�♦i♦ ♦♦♦j / h °.� ��_�. CON R ,♦♦♦►i♦♦♦i♦♦♦♦i+♦♦ ►ii;►;♦♦♦♦♦♦♦♦♦♦♦♦+1�♦♦♦♦♦♦♦♦♦♦♦♦♦!►0♦♦♦♦♦� ♦♦� 1 • i ° -_ t/tr 11' 1 p,�p• ••• .044.10.41,0`..' ''♦ ►♦♦♦♦♦ii♦♦♦♦♦♦♦♦i♦i♦♦i♦♦i♦♦♦i♦♦i♦♦♦♦♦♦♦ ►♦♦i♦♦♦♦♦. !►�ir►♦♦j♦j♦♦♦♦♦j♦�►♦♦rj+l►j 11 + t 1.E.4.13 I,E.4.13 INVERT ELEVATION • /t l 1 to :,o: ►♦ii♦♦♦/ i♦i♦♦♦♦♦ii♦i♦i♦ii♦i♦ii♦♦♦�♦i♦♦!►♦i♦♦♦♦!►i♦ ♦♦i♦t t_��r i♦i♦i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ♦♦ �li♦♦i♦♦♦♦♦♦♦i♦i♦♦♦ ' t -X- I F 114 i♦ ►♦♦♦♦♦♦iiii♦♦♦i♦♦♦♦♦♦♦i♦�►♦ lr �►7i♦♦♦♦♦♦i♦♦♦♦�►♦♦ CHAIN LINK FENCE r' _F_ -�° Vii" i ili iii♦i♦♦♦♦i�►i ►♦♦i♦#♦i♦♦♦♦�►tt►�►ii�ii♦♦♦♦♦i♦♦♦♦4* 1 _ .. .. 1 t ► i +D`+ ►♦i♦♦♦♦♦♦♦♦♦♦ii`♦♦ ►i .•♦♦ ►i♦i♦♦♦i, ♦i♦♦�1♦♦♦i♦�♦`♦♦♦♦, �►i♦♦♦♦♦� \ r`� DITCH INVERT 0 ',°' ' ♦♦i~♦' ♦`♦' ►♦ii' '♦sit !►± ♦♦♦♦♦♦i i♦♦♦�►,'it!�'�♦'►�►♦♦'��►♦ ♦♦ ♦♦ ,i♦♦O♦♦♦♦♦♦ I '---�"`� 0 t' t`1 /'l P ��►ii♦♦♦ ♦i♦�►i�m-+�.►♦r♦♦!♦�:i►♦ ♦i�� ♦♦♦♦♦♦ ♦♦♦♦dp ♦i �. . . _ t r' / "� ♦♦ '' - • �♦♦♦♦♦i♦ ♦ ♦♦�♦♦♦♦i ♦ ,r I KELLY SULLIVAN PROPERTY LINE a , �, I Ir l' �►♦♦i♦♦ii♦♦♦♦♦♦♦S i =.�-,yy.��iii♦i♦♦♦♦♦♦♦i ♦♦�i♦♦♦♦♦♦ �, 1 c 1 I fI 11 I k♦i♦♦�►♦♦♦ ♦♦♦♦ ►. �i0►i�l► +! ♦+1 ♦♦ii♦♦♦♦♦♦i�►l��►♦♦i♦♦♦♦,�♦♦♦♦♦��► �, IPF t I 1�i►♦♦♦i♦ ♦�►♦i.�li♦♦♦♦ ♦i► ♦i♦iii♦i♦♦♦♦ii ,,� ,y 0 IRON PIN FOUND 8 I 2 ,.. r i l 1 ,' ♦♦♦♦�♦ ♦♦♦i♦♦♦♦♦ ii♦♦♦♦♦♦o ♦i�!ii♦�♦♦♦♦♦♦,*� ��•�° t' i 1'1 � � \ `♦♦d,,-.. ����♦*♦♦+ ♦♦♦ +;♦�Q♦i♦'��♦♦' e 0414�,♦♦♦i♦♦��♦�i+♦♦�♦• � I , �"'� T ! i fi.$ TOP OF 'WALK I T.C. 11.04 /' 1' 1 I ,�° ' ►4►#i►�I►1�♦♦♦♦♦♦♦♦♦!�' ��'�♦♦ �♦�►♦�♦♦♦♦'�♦♦♦ ,°. ; 1 TP 14.65 TOP OF PAVEMENT � t J1 1 ;,,.ILL\' .A° ►., ,, ��♦♦♦i♦♦♦i♦i♦'�ti��4►' ►�'►;�Ai♦ �'i�'♦♦♦♦♦♦�i► BILL BOARD G. 10,51 , .s` I I' 1 ` fl /1 ::-0. h 237. ��`� �j�+•��.�,• ♦ �♦♦♦♦��� �♦*��•�,� _T.C. 11,07 ' r ?' l I/ ,,� ati ��5'�ir,��l► ,��,►'�i.'�,�i►� �,,�r� il, i♦• ' r.- ,� 1�0-_-�11Y_ l ��ti A° 4� E~G 1s.1 FINISHED GRADE Z•G. 10. 73 �_/`7•--� L. _1'1 }{,ttt/f 11 'r f iI- °__ "�_a � L-7:-.:-. btY7Yb: / fY � ° /\1 ttY t 9Y� -:±.:^2.:-..4'�? 64 ��l t.`'°- s �� °-/-p t �., 1 - _.�_�` •a-y �q M^r--: . . w- 'rtr :a Ate^ -e: '= O},Q o �`f�'.Me''' a•6�e'* (PI' j� IS 16.10 .TOP OF STONE �J• �� ,,F_-.,L t CJr-L� 1°.=-1-=I= - ' r x.18 .-_�=..1a'� � --- �0•'i' - -t- ..P 'r_> .=_��."•_-__ ....3 5.� /3`L-C= sit - ,C� t1,. �__.�'N• - P -_'a- r-.... l.._..��0- O!_• �„v. _-1` r 1 I / sf� I 7 TG yr/1°' ' ' 1 / t t ,� �i ? 17 ?' 1 t 1 I 1 !1 ? , 1 1 ! 1 I I i I / t l 1 / r 1 7 1 1 / 1 1 1 1 1 1 1 1 1 1 1 1 1 -'' 1 1 1 1 1 1 1 / TG 16.10 TOP OF GUTTER ,t Z 1 I l ? r1 1 1 1 1 1 1/ 11 1/ ' 1 1 1 1 1 1 1 1 1 1 1 i cii„,e ci opn-FR 1 1 1 1 1 1 Al 1 1 r 1 1 1 1 r I I 1 1 1 1 I r r 1 1 1 r r ,� 4 1 t 1 / l 1 / ? r /'� t / I ! l l 1 t I t 1 / ! t l Y' 1� 1 r 1 1 r r 7 1 r I I 1 1 1 r t 1 1 / Q ! ! 1 1 t 1 1 1 ! t l l 1 ( 1 1 1 i t ? ! l I,t1i, Cl. 1 1 1 1 / 1 / / T, " 95 1 1 / l 1 /1! / TC 16.1 0 TOP OF CURB 1 ? 1 1 1 t 1 � t t 1 1 1 1 1 1 1 1 1 7 1 � 1 1 11 / 1 1 t1 9 '1 1/ l l r t / 1 1 I I I l , / 1 ° ! I Ut[B 1 Nt E 1� , lJ 9.1 6 7" 1 I! !' 71 11 / 1 ' 1 t1 w ( ACC lJ l OP 1 1. 14 Il // W tt ;' tt ; 11 t 1 1 ? 17 /� 1 ( r°t/� 7 / 1 t 1 1 1 11 l 1 1t 1 1 1 1 11 11 11 1' 1 rt 1 11 11 1 1 1 rt i' (1 177-(1 1) Q11 1 1 t 1 . 1 1 1 1 1 1 1 1 1 1 1 1 Iii V 0 I.E.6.90 ,f ,1 , ,' 1 t 11 1 /, t 7 1 1 1r !l 'Tf11 l J 1 lV 17 ✓ l ! 1 1 / J I 1 AV 1 1 / 1 / l 1 / l l 1 t i 1 / l 1 ? l 1 1 / ! 7 t l ! 1 1 ( l 1 / ! / / R t rt 7' I t 1 1 r/ ( t t ( 1 t / t i 1 1 1 1 t / 1 l t / / t t I / t ! TLJ 9,/12 1 I / ? t 1 1 i I ! / 1 / 1 ? ! 1 < W oo BENCNIARK BENCHMARK I.E.5.55 -_ =L' w w �oULi a oA a° SPIT IN POWER POLE gA a,` -� oo Project Information: EL: 11.37 NGVD 1929 P,I,N, : 4-0004-08-004 D U) 1L -. °. NAIL 1N,�a 'OWER POLE .o �,• n 3.-- `Jt t, , Z -:- EL. 11.49(NGUD 1929 .-I 03- w d ADDRES:E :::° : 299 O 9.69 H F. Z ESTIMATED DISTURBED AREA : 0.60 ACRES I„•• SETBACKS : (1) • FRONT R 01 X SIDE (corner) = 0' w SIDE (interior) = 01 REAR = 0' BUFFERS: NORTH = 20' • SOUTH = 10' EAST = Co WEST = 10' CONTACT AIIINIMUI4 OF 72 HOURS OWNER : Jeff' Cramer PRIOR TO DIGGING (,,,,,,. . EXISTING $1'T 5 AND D MOL I TION PLAN ADDRESS : P.O. BOX 1397 Tybee Island, Georgia 31328 1" = 20` PHONE : 912-412-3333 c\ k;o sir , ro)° NOTES: UTILITIES PROTECTION CENTER 1-800-282-741I 1. CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES, SPECIAL DATUM NOTES : G�,Q G Gl S t14 1. THESE DESIGN DRAWINGS ARE SPECIAL CONSTRUCTION NOTE: �,p 2, CONTRACTOR IS RESPONSIBLE FOR LOCATING BASED ON NGVD 1929 DATUM, IF THE CONTRACTOR KNOWS OR CAN REASONABALY r 2 1 i 2• ALL EXISTING UTILITIES PRIOR TO COMMENCING TRAFFIC AND RIGHT-OF-WAY NOTES: OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING 2, FFMA MAPS ARE BASED ON NGVD BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT * •_ CONFLICT WITH SAME, ANY DAMAGE TO EXISTING 1, ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE 1,988 DATUM, IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO 1 "ZS- UTILITIES SHALL BE REPAIRED AT THE EXPENSE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA 3,CONTRAGTOR IS TD COORDINATE REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED q e G! tC4 . OF THE CONTRACTOR, PERSONNEL, TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK' ' 'f,4, 80:e7 DIFFERENCE IN DATUMS WITH A REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY I`'ED SURVEYOR PRIOR TO 3, CONTRACTOR IS TO COORDINATE ALL DEMOLITION 2, ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FEMA MAP NOTES : REGISTE THE START OF CONSTRUCTION. OR CONFLICT. WORK WITH THE OWNER. ALL ITEMS NOT TO BE FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT 1, THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "AE-92" AND DRAWING NUMBER RELOCATED OR GIVEN TO THE OWNER WILL BECOME OF ANY WORK. . "AE-13"HIS DEV ELO 1 v1 TO S rW WITHIN COMMUNITY PANEL NUMBER THE PROPERTY OF THE CONTRACTOR. Survey information 13051C00214F MAP REVISED SEPTEMBER 26 2008. (NGVD 88) 3. CONTRACTOR IS TO OBTAIN A R,O,W PERMIT PRIOR TO ' ' GEORGIA D.O.T. NOTES: 4, REMOVE ALL TREES AS NECESSARY FOR PROPOSED PERFORMING ANY WORK WITHIN THE CITY OF TYBEE ISLAND Survey : 2, THIS SITE IS IN ZONE "AE-12" AND "AE-13" AND IS LOCATED CONSTRUCTION. RIGHT-OF-WAY. WITHIN THE 100 YEAR FLOOD ZONE. A MINIMUM ELEVATION OF 13.0 1. ANY AND ALL WORK WITHIN ANY GEORGIA D.O.T. SCALE: 1" = 20' MN Date of Survey • HAS BEEN SET, (NGVO 88) RIGHT-OF-WAYS MUST BE APPROVED AND PERMITTED 2 4. CHLORINATED DISINFECTED WATER SHALL NOT 8E DISCHARGED THROUGH THE GEORGIA D,O.T. i t2EEJ TREES TO BE REMOVED Datum 8, CONTRACTOR IS °O VERIFY FEMA ELEVATIONS PRIOR TO INTO THE STORMWATER SYSTEM. ANY CONSTRUCTION ACTIVITIES. '° °° p 20' 40' 50' 2 OF 12 SHEETS • .