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09-0323 Williams
e. tr o CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 07-6-2009 PERMIT#: 090323 WORK DESCRIPTION NEW RESIDENTIAL-SF MODULAR WORK LOCATION 1402 JONES AVE OWNER NAME CHARLES WILLIAMS ADDRESS 1401 SECOND AVE CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER 912-786-4346 CONTRACTOR NAME CLAUDE PARNELL BATTLE ADDRESS PO BOX 475 CITY STATE ZIP ST MARYS GA 31558 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 1545 OCCUPANCY TYPE P TOTAL FEES CHARGED $5,915.50 PROPERTY IDENTIFICATION# PROJECT VALUATION $141,662.00 TOTAL BALANCE DUE: $5,915.50 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: g g P Agent: OA/u— P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org P.O.L. = POINT ON LINE ACCORDING TO 'FIRM' 13051C0326F DATED 9/26/08 R.B.F. = REBAR FOUND THIS SITE IS IN AN 'AE-11' FLOOD ZONE. R.B.S. = 1/2" REBAR SET I.P.F. = IRON PIPE FOUND LI a JONES AVENUE 60' R/W N 21'00'00" E-- 5/8" R.B.F. N 21'00'00" E —� 54.50' - _ ——---0 60.72' 0 J 26.02' n 66.81' L 53.23' .. 52.98' R.B.F. O 1.0 m J M ih a O O N N o c n; Q 12.8, r-, 10.0' w N th m o ao 1,,1 I PORCH t o uJ ci 1 I- 0 N O 1- NEW ONE STORY 2 ° 0.6' FRAME RESIDENCE Cr ON PIERS WOOD PRIVACY FENCE —x = I 1 O 1 LOT 81—A l P 1 I J w w LOT 81 -C :co Q �AGNETI ,O °0 1 ..0 cn—J 1 d. to Jam 13.7' h Z Li _ � N O O 5/8 R.B.F. 0.33' T R.B.F. R.B. . 54.50' ---- S 21'00'00" W REFERENCES: LOT 81—D 1. DEED BOOK 213V-246. 2. MAP BOOK 2-259. PLAT REVISED 10/31/09 TO SHOW NEW STATE OF GEORGIA SETBACK DISTANCE AT CORNER OF PORTION CHATHAM COUNTY ON 14TH STREET SIDE OF RESIDENCE PLAT OF LOT 81—C, WARD 4, TYBEE ISLAND, KNOWN AS No. 1402 JONES AVENUE. FOR: CHARLES W. & WILLAUNELL WILLIAMS DATE OF SURVEY: OCTOBER 7, 2009 DATE OF PLAT: OCTOBER 7, 2009 (REVISED OCTOBER 31, 2009) GE0 R3/4 iv_SCALE: 1"= 20' � 1 IN MY OPINION THIS PLAT IS A CORRECT � �• REPRESENTATION OF THE LAND PLATTED 0' 20' 40' E.O.C. FIELD 1/ 113,681 ,,,. ' �jr,��„ • .., ...10 < ERROR/POINT BERT BARRETT, JR. AN"-'-'41 ; ADJ. METHOD NONE LAND SURVEYING, P.C. 'S RC" E.O.C. PLAT 1/ INF. 145 RUNNER ROAD 8AR TOTAL STATION GEODIMETER 610 SAVANNAH, GA. 31410 (912) 897-0661 PROJECT\01631-4 10-31-09 P.O.L. = POINT ON LINE II R.B.F. = REBAR FOUND Q S' bc� R.B.S. = 1/2" REBAR SET I.P.F. = IRON PIPE FOUND JONES AVENUE 60' R/W a N 21.00'00" E — 5/8" R.B.F. N 21'00'00" E � 54.50' e�-a- . 60.72' o 26.02' n 66.81' 53.23' ,-. 52.98' in io ' R.B.F. ao d rn CV O c o v p 12.76' • 7 ' oi Li:m o m N 1 PORCH O m to i:e 1 N N m. s �' p m co\ "\ c., NEW ONE STORY IS) cn to ° 0.6' ti Po° FRAME RESIDENCE m u)co ON PIERS 1N WOOD PRIVAC FENCE -�X 1 ` w cr LOT 81— ' I �J 3 CD LOT 81 -C W C W I�AGN°I °0 1 in 1� t!) ca Jam 13.72' h Z :o Co 4a 5/8" R;B>' 0. 3' -_ :! R.B.F. lit R.B. . 54 0' — S 21'00'00" W REFERENCES: L• 81L D 1. DEED BOOK 213V-246. 2. MAP BOOK 2-259. ACCORDING TO 'FIRM' 13051C0326F DATED 9/26/08 STATE OF GEORGIA THIS SITE IS IN AN 'AE-11' FLOOD ZONE. CHATHAM COUNTY PLAT OF LOT 81—C, RD 4, TYBEE IS ND, KNOWN AS No. 1402 JONES AVE UE. FOR: CHAR � S W. WILLAUNELL WILLIAMS DATE OF SURVEY: OCTOBER 7, 2009 DATE OF PLAT: OCTOBER 7, 2009 GEO RGiq I '4 Nch,..„,,„ . IN MY OPINION THIS PLAT IS A CORRECT SCALE: 1"= 20' i REPRESENTATION OF THE LAND PLATTED 0' 20' 40' I i E.O.C. FIELD 1/ 113,681 \'�� , •• ' y0 �cr < ERROR/POINT BERT BARRETT, JR. 44. RAE "\'(`'' .. ADJ. METHOD NONE LAND SURVEYING, P.C. 6 BARRY E.O.C. PLAT 1/ INF. 145 RUNNER ROAD TOTAL STATION GEODIMETER 610 SAVANNAH, GA. 31410 (912) 897-0661 PROJECT\01631-3 10-7-09 BY: ........... CITY OF TYBEE ISLAND 322438 VEND : 1 WILLIAMS , WOODY 322438 12/28 /2011 DATE I.D. FO# DES;RIP1'ICN G/L DISIFIWTIC'1 PM;UNI' 12/27/2011 000201112270594 090323 100-00-11.1907 500.00 500.00 Q-113:{'IOL L 500.00 CITY OF TYBEE ISLAND SUNTRUST BANK 322438 403 BUTLER AVENUE P.O.BOX 2749 64-10/610 12 /28 /2011 322438 TYBEE ISLAND,GA 31328-2749 DATE $500 . 00 AMOUNT ---- FIVE HUNDRED & 00/100 DOLLARS ---- PAY WILLIAMS, WOODY TO THE 1401 SECOND AVE ORDER OF TYBEE ISLAND,ISLAND GA 3 1 3 2 8 SAES w*"00^ V015 Ant 00 AYS W r h. I f_l SECURITY FEATURES INCLUDED.DETAILS ON BACK. CI I 1 11' 3 2 24 3/3 1:06 1000 1041: 1000 106 7 26 57 211' Dianne Otto From: Joe Wilson Sent: Tuesday, January 03, 2012 10:06 AM To: Dianne Otto Subject: RE: street cut refund 10-4, it can be released. From: Dianne Otto Sent: Tuesday, December 27, 2011 3:54 PM To: Joe Wilson Subject: street cut refund Joe, Please let me know if the $500 deposit for the street cut for the house at 1402 Jones Avenue can be refunded. It has been 2 years. Thank you, Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 1 Dianne Otto From: Dianne Otto Sent: Tuesday, December 27, 2011 3:16 PM To: Stephanie Hogan Subject: REFUND CHECK Steph, There is a $500 building permit refund check payable to Woody Williams out in your AP EFT Packet that needs to be printed. Let me know if you cannot find it. Please give me a copy of the check for my file. Thank you, Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 12-27-2011 3:0 4 PM A D J U S T M E N T R E G I S T E R PAGE: 1 PACKET: 02003 WILLIAMS, POSTING DATE: 12/27/2011 === T R A N S A C T I O N S =__ PROJ/CONT NAME DATE REFERENCE DISTRIBUTION AMOUNT 090323 WILLIAMS CHARLES 12/27/2011 Correction ST CUT - STREET CUT 500.00 TOTAL PAYMENT: 500.00 1 12-27-2011 3:0 4 PM A D J U S T M E N T R E G I S T E R PAGE: 2 PACKET: 02003 WILLIAMS, POSTING DATE: 12/27/2011 __= T O T A L S =__ F E E C O D E T O T A L S FEE CODE AMOUNT ST CUT - STREET CUT 500.00 TOTALS 500.00 • r12-27-2011 3:0 4 PM A D J U S T M E N T R E G I S T E R PAGE: 3 PACKET: 02003 WILLIAMS POSTING DATE: 12/27/2011 __= T O T A L S =__ G / L T O T A L S ACCOUNT SOURCE NAME AMOUNT 100-00-11.1110 IFT Claim on Pooled Cash 500.00CR 100-00-32.3101 Building Permits 500.00 999-00-11.1110 Pooled Cash SunTrust 500.00OR 999-00-12.1900 IFT Due to Other Funds 500.00 ERRORS: 0 ** END OF REPORT ** 12-27-2011 3:0 8 PM R E C E I P T R E G I S T E R PAGE: 1 PACKET: 02004 WILLIAMS REFUND POSTING DATE: 12/27/2011 __= P A Y M E N T S =__ PROJECT NAME DATE REFERENCE FEE DISTRIBUTION AMOUNT 090323 WILLIAMS CHARLES 12/27/2011 STREET CUT REFUND UNAP - UNAPPLIED CREDIT 500.00CR TOTAL PAYMENT: 500.00CR 12-27-2011 3:0 8 PM R E C E I P T R E G I S T E R PAGE: 2 PACKET: 02004 WILLIAMS,REFUND POSTING DATE: 12/27/2011 __= T O TAL S =__ F E E C O D E T O T A L S FEE CODE AMOUNT UNAP - UNAPPLIED CREDIT 500.00OR TOTALS 500.00CR S E C U R I T Y C O D E TOTALS SECURITIES CODE AMOUNT TOTALS 0.00 • • 12-27-2011 3:0 8 PM R E C E I P T R E G I S T E R PAGE: 3 PACKET: 02004 WILLIAMS,REFUND POSTING DATE: 12/27/2011 __= T O T A L S =__ G / L T O T A L S ACCOUNT SOURCE NAME AMOUNT 100-00-11.1110 IFT Claim on Pooled Cash 500.00 100-00-11.1907 Unapplied Credits 500.00CR 999-00-11.1110 Pooled Cash SunTrust 500.00 999-00-12.1900 IFT Due to Other Funds 500.00OR ERRORS: 0 ** END OF REPORT ** 12-27-2011 3:11 PM REFUND CHECK REGISTER PAGE: 1 Packet: 2005 -, W;LLIAMS STREET CUT REFUND CHECK REFUND ITEMS PROJ/CONT PAYABLE TO DATE NUMBER AMOUNT ITEM DESCRIPTION AMOUNT MESSAGE 090323 WILLIAMS, WOODY 12/27/2011 0 500.00 Unapplied Credits 500.00 TOTAL REFUNDS: 1 AMOUNT: 500.00 ERRORS: ** END OF REPORT ** 1-06-2010 1:1 0 PM A D J U S T M E N T T R E G I S T E R PAGE: 3 PACKET: Oh637 CLINT DAVIS 4 POSTING DATE: 12/31/2009 __= T O T A L S =__ G / L T O T A L S ACCOUNT SOURCE NAME AMOUNT 100-00-11.1110 IFT Claim on Pooled Cash 500.00CR 100-00-32.3101 Building Permits 500.00 999-00-11.1110 Pooled Cash FCB 28266 500.000R 999-00-12.1900 IFT Due to Other Funds 500.00 ERRORS: 0 ** END OF REPORT ** 4 CITY OF TYBEE ISLAND BUILDING PERMIT 2-YEAR STREET CUT WARRANTY DATE ISSUED: 11/05/09 PERMIT#: 090323 WORK DESCRIPTION NEW RESIDENTIAL-SF MODULAR WORK LOCATION 1402 JONES AVE OWNER NAME CHARLES WILLIAMS ADDRESS 1401 SECOND AVE CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER 912-786-4346 CONTRACTOR NAME CLAUDE PARNELL BATTLE ADDRESS PO BOX 475 CITY STATE ZIP ST MARYS GA 31558 Tef.\ FLOOD ZONE C r Cow BUILDING VALUATION SQUARE FOOTAGE 1545 v OCCUPANCY TYPE P TOTAL FEES CHARGED $6,620.50 �,� PROPERTY IDENTIFICATION# , ZZ PROJECT VALUATION $141,662.00 2-YEAR STREET CUT WARRANTY TOTAL BALANCE DUE: $500.00 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. Ode evietA 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 Dianne Otto From: Joe Wilson Sent: Monday, October 05, 2009 3:54 PM To: Dianne Otto Cc: Jonathan Lynn Subject: RE: street cut- 1402 Jones Ave. 10-4 From: Dianne Otto Sent: Monday, October 05, 2009 2:59 PM To: Joe Wilson Cc: Jonathan Lynn Subject: street cut- 1402 Jones Ave. Joe, Have you accepted the street cut at 1402 Jones Avenue? Dianne Otto, CFM Zoning Specialist City of Tybee Island 912.786.4573 ext. 136 1 ) Cl Ii IF fiEEEE 1.:..q. i [: RECt: 00206161 I0/05.'2009 CITY OF TYBEE ISLAND 2:30 PM IRAN: 3.0000 to .s c ";r_ 'Err its BUILDING PERMIT s!PER: 00 STREET CUT REP!: 1771 DATE ISSUED: 10/05/2009 PERMIT#: 090323 ,00.00C:R WORK DESCRIPTION NEW RESIDENTIAL-SF MODULAR T il0PERE 1> WORK LOCATION 1402 JONES AVE CHECK;is u'; OWNER NAME CHARLES WILLIAMS APPLIED: `O .0 - ADDRESS 1401 SECOND AVE CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER 912-786-4346 CHANGE: D.00 CONTRACTOR NAME CLINT DAVIS `'� ADDRESS 205 MARGUERITE ST I '� :5 LS CITY STATE ZIP CLAXTON GA 30417\ C ■ J ^ r3 e FLOOD ZONE \ p� I/1 y e GU'S •BUILDING VALUATION v U-�C I-C r e,�-- SQUARE FOOTAGE 1545 \ X' OCCUPANCY TYPE P 0`(` Q��� (� r'C M s P TOTAL FEES CHARGED $500.00 \ ae \ �V \ �Qi PROPERTY IDENTIFICATION# 6 o-`\ Gl�' 1„,(:)7') o-PROJECT VALUATION $4,000.00 0 r Q� J $500/2-YEAR WARRANTY TOTAL BALANCE DUE: $500.00 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. ,.,,,, ch,,,_,,,,,,,„2„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.eityoftybee.org 4 +� , * (,I.c, c a City of Tybee Island 0 9-0 323 BUILDING AND ZONING / f P.O.Box 2749—403 Butler Avenue,Tybee Island, Georgia 31328-2749 %'„/Donue (912)786-4573—FAX(912)786-9539 54 r ec2.4 APPLICATION FOR INFRASTRUCTURE ALTERATION PERMIT e f Name �l t \) Address M,A-Q-Ga.t e,T zsr2--&f C A -3 04 11 Home Telephone ■')._ '139 00 I I Other Phone 9 1/41— (99 p y')4 NOTE: Any alteration to City-owned streets, curbs, sidewalks, water lines, 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 City shall be held harmless of any liability or damage of any variety. f. The individual has read applicable portions of the City's Code of Ordinances dealing with the alteration, and agrees to fully comply with such provisions. Location of work: �� j�IFS t✓ Description of alteration: A ie A-N. C-JCe_ Estimated cost of construction: $ X000•u"' A sketch or drawing must be attached illustrating the planned alteration. Attached? City Design Standards and Specifications: Any 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 desc ' lte at.on in accordance with these provisions. Signature Date 121 2t Oct Approvals: 'ignature Date Fees � Zoning Administrator �d� i7 t PermitA Code Enforcement Officer INT Inspection • Engineering Review Water/Sewer Storm/Drainage .4 /t TOTAL City Manager t 1771 DAVIS CONSTRUCTION ENTERPRISES LLC 205 MARGUERITE STREET �M' CLAXTON,GA 30417 Q �� DATE 1 (2-1 \01 64-1144/612 03 PAY TO THE T-1 ��'� IM ORDER OF ( 2E •i ac I$ `s! 00, . I t Vie, !--(7__ ,6 - 1/4 V DOLLARS ; ;e. N. METIER �a , BANK . eoi•uio�er— u�b.�e:�anq comrvn i� ry FOR— _...___—.—.__—____ _ RIP ' 10I II.OOL ? ? • 1:06L2LL4431: 002 85L 61" /An 1JULr, 1. 11N utivu1SL http://library3.municode.com/detault-test/DocView/14104/1/79/80#TOC. Sec. 54-6. Road warranty. (a) In connection with any work performed by contractors for the City of Tybee Island, the contractors shall warrant the performance, quality, and workmanship and the quality of all materials on any road project for a period of one year after final acceptance by the city. The city may require letters of credit or bonds in order to secure the obligation under the warranty. (b) When contractors perform work for private entities or in subdivisions and it is intended that the city will accept dedication of the road and of any road or right-of-way, the contractors shall warrant the performance, quality, and workmanship and the quality of all materials on any road project for a period of two years after final acceptance by the city. The city may require letters of credit or bonds in order to secure the obligation under the warranty. (Ord. of 8-9-2007(3)) 1 of 1 08/07/2009 1:47 PI\ 0FE, yyl Op C? LY ty 41);) kDtDOLTI�`� CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 11/05/09 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 #: 090323 PROPOSED USE: NEW RESIDENTIAL - SF MODULAR OCCUPANCY TYPE: P CONTACT NAME CHARLES WILLIAMS �n� SECOND A VE CONTACT ADDRESS 1�.,� ..�,,�o�az�ry-=, r O I�o X y-g 4 CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 1402 JONES AVE APPROVED BY: 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 REVIEW FEE DATE ISSUED: 11/05/09 PERMIT#: 090323 WORK DESCRIPTION NEW RESIDENTIAL-SF MODULAR WORK LOCATION 1402 JONES AVE OWNER NAME CHARLES WILLIAMS ADDRESS 1401 SECOND AVE CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER 912-786-4346 CONTRACTOR NAME CLAUDE PARNELL BATTLE ADDRESS PO BOX 475 CITY STATE ZIP ST MARYS GA 31558 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 1545 OCCUPANCY TYPE P TOTAL FEES CHARGED $6,620.50 09 PROPERTY IDENTIFICATION# PROJECT VALUATION $141,662.00 ENGINEERING REVIEW FEE TOTAL BALANCE DUE: $ 175.00 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: CO") ■ •0/6 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( bellsouth.net INVOICE November 4, 2009 Invoice #20903502 Diane Otto City of Tybee Island P.O. Box 2749 CC;�ED, Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: 1402 Jones Avenue 1.0 hours 3 site visits for final inspection. Coordination on stabilization and changed drainage pattern issues. 1.0 hours @ $175/hour = $175.00 Total Due Based on my observations of the completed site, once a suitable stand of grass is established, this project will be in substantial accordance with Tybee's Land Development Code. X12 : o 52- 12 02 � I ® ® ® c? „ILA P Oq-D 2 3 4-0 P c r p Vh a Jonathan Lynn From: Alex Moore [atty9398©yahoo.com] Sent: Monday, November 02, 2009 9:55 AM To: Jonathan Lynn Subject: 1402 Jones Ave Mr. Lynn This is regarding the house you are currently inspecting at 1402 Jones Ave. I own 1404 Jones Ave. Regarding drainage onto my property, I have spoken with Woody. For now it is not causing problems for me. We discussed and made plans for the future in the event it does. For now, it is not a concern. Sincerely, Alex J Moore 1 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE RECEI SAVANNAH, GEORGIA 31410 1 1(2(41e,912-897-- 6932 LAHBOS@BELLSOUTH.NET November 2, 2009 Johnathan Lynn Planning and Zoning Tybee Island, Georgia Re: Charles and Woody Williams Project 1402 Jones Avenue Tybee Island, Georgia Johnathan, 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 grading is in substantial compliance with the approved drainage plan except final stabilization on the south side of the project. All other sides are stabilized. It is our understanding that Tybee Island is allowing the Williams time for the final stabilization to "grow in" and stabilize the south side of the project. If this is the case then we believe the site to be complete. 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 a✓<cayt-(I e -"D0 w ns.S- 1912/ocf To LoLxr,fin Aka.1„, e,,o-y.Cotrin 1-Ze_ aAr Ai:1-0 '44%e byrer0r) 0 rope/Vizi-y. bk-ic cley- C'ec--11.' 0.1 401 Sec c-4"ci A-iteittutc 1 LE 0 :9, A-vevi ute c1csie4 1 4,0 4-Lk Lky-dats - `•:"3 "E.ol W/leAr C-C 1 ,-te i cay\cl Alie-vit4e aye, Sco4.s-A\cci tA, 4-1,e 5t_oe15 cike_ Uele kes of- 4-Ite coyhmorn 6-)r-Dffin -ry)e\o/415).. Roce4"1.e. 4/MoteaL 674tietid-x_ Dianne Otto From: davisenginc @bellsouth.net Sent: Thursday, October 08, 2009 9:08 PM To: Jonathan Lynn; Dianne Otto Subject: 209035 Charles &Woody Williams Attachments: GASWCC rules regarding single family construction for the owner.doc Jonathan, A few weeks ago I was contacted regarding the removal of the perimeter silt fence to allow installation of the final stabilization and landscaping. I advised they could take down what was necessary to allow landscaping and sodding within 24 hours. The Final Stabilization Plan called for Ds4-Sodding. The plan was not followed, the grading does not match the approved plans and the lot is seeded with a temporary cover of straw mulch until the seeding provides a suitable stand of grass. I understand your office will address the change of design without permitting. At this time, I request documentation the persons installing the erosion control measures have the required state certification. As I discussed with Woody Williams, her sister and their Engineer, Mark Boswell, I need for the approved plan to be followed. Alternately, a new plan can be submitted for consideration. I got a call on this matter Monday or Tuesday. The GC advised all site work was done. I questioned this and I told him it had not been on Saturday. He told me all work was completed on Sunday. I told him I was home sick but I go to the site and inspect it. I did not even stop. The site was not permanently stabilized as required and the grading was not complete. Attached is my file I compiled in March 2008 on rules affecting stand alone lots in older projects. Basically, for lots such as this that are less than an acre, the permit is not required by the state but the GREEN BOOK must be adhered to. The GREEN BOOK requires permanent stabilization. I do not foresee my becoming involved with bonding or the CO process. The permanent stabilization issue is not a Life Safety issue in my opinion. Please advise if you need any further information on this matter. Downer 1 MAYOR .O f CITY MANAGER Jason Buelterman Diane Schleicher CITY COUNCIL 04,4r CITY CLERK ? Wanda Doyle,Mayor Pro Ten { 0.0 4 Vivian Woods Charlie R.Brewer ' Barry Brown CITY ATTORNEY Eddie Crone Edward M.Hughes Dick Smith , Ny. Paul Wolff CITY OF TY iI;EE ISLAND October 13, 2009 © Q y Charles Williams 1402 Jones Ave. Tybee Island, GA 31328 RE:Newly Constructed Property at 1402 Jones Avenue Dear Mr. Williams: This letter is being written concerning the new home located at 1402 Jones Avenue that you have recently built. There was a temporary C.O. issued on this property to you on Friday, 10/9109 due to issues with the previous contractor with deadlines that must be adhered to in the manner set forth in the inspection report. However, as we have now received the "as-built" dated October 7, 2009 from your surveyor, Mr. Bert Barrett, Jr., there are additional issues that must be remedied immediately. A final C.O. will not be issued unless these issues are resolved. The following, in addition to the items from the inspection report of 10/9/09, are open issues and must be corrected by the specified date in this letter: 1) On the final survey, there are two accessory structures shown on the property which are both referenced as a metal storage building. However, these were not on the original site plan and not approved by this office. You are permitted to have one of these buildings and that building must be located 5' off the property line when located on the property. There is no restriction to which one you are allowed to use but that building must be off the property line 5' and the other removed completely from the property. This item must be completed no later than October 21,2009. 2) The stairs that are located on the side yard of the property and connecting to the front door are in violation of the setback requirements for side yards which must a minimum of 10'. The stairs as seen on the "as-built" show them being 9.75' off the property line. These stairs were not shown on the original survey so there was no way of staff knowing where they were going to be located in terms of the setback lines. The stairs must be a minimum of 10' off the property line or removed completely and then a variance can be requested to reinstall them. However, a variance cannot be requested with the stairs in place as the City of Tybee Island does not permit after the fact variances. All variances must be granted before work begins. This item must be completed no later than October 21,2009. 3) For items 1 & 2 and new "as-built"will be required showing the adjustments. P.O.Box 2749—403 Butler Avenue,Tybee Island, Georgia 31328-2749 -o 9 (866)786-4573—FAX(866) 786-5737 pi-N a e www.cityoftybee.org MAYOR 1 CITY MANAGER Jason Buelterman Diane Schleicher CITY COUNCIL 1 CITY CLERK Wanda Doyle,Mayor Pro Tem I *w. t Vivian Woods Charlie R.Brewer =�* :� Barry Brown 4 CITY ATTORNEY Eddie Crone 't Edward M.Hughes Dick Smithti4` Paul Wolff CITY OF TYBEE ISLAND 4) Based upon FEMA regulations, there are to be two (2) flood vents for the enclosure at this property and that information would be shown on the elevation certificate, which currently it is not. A required amended elevation certificate is required upon correction.This item must be completed no later than October 23, 2009. 5) In order to receive the final C.O. for this property, the site work must be complete and the City must receive a letter of acceptance from Mark Boswell and the City must sign off on the work as well. This item must be completed no later than November 9, 2009. 6) There is a $30.00 reinspection fee due for this project and must be paid immediately before a final C.O. can be issued and final building inspection completed. 7) There are required to be house numbers on the home for 911 purposes. This item must be completed no later than October 21, 2009. 8) A permanent C.O. will not be issued until the above items are properly addressed and a final inspection passed. A final inspection is slated to be conducted on November 9, 2009. If you have any questions please call me at (912) 786-4573, extension 107 or via email at jlynn@cityoftybee.org. Since/-ly, ; 'mat •.1 H. Lynn Plan /Xg and Zoning Manager P.O. Box 2749—403 Butler Avenue, Tybee Island, Georgia 31328-2749 (866) 786-4573—FAX(866) 786-5737 www.cityoftybee.org / ' <s 4. I -, 1 %'r kC 0 Epp -v CITY OF TYBEE ISLAND 30-DAY TE'1, PO .) A " Y CERTIFICATE OF OCCUPANCY Allilli\e DATE COMPLETED: This Certificate issued pursuant to the requirements of the Stan i .rd B in ode Certifying that at the time of issuance this structure was in complia 'th e various ordinances of the Jurisdiction regulating building cot ucti' o' se. PERMIT #: 090323 PROPOSED USE: NEW RESID - S MODULAR OCCUPANCY TYPE: P CONTACT NAME C " LIAMS CONTACT ADDRESS 1• ' SE' OND AVE CONTACT CITY STATE IP TYBEE ISLAND GA 31328 PROPERTY ADDRE Sli\ pille 1402 JONES AVE '44S) AP % ► :Y: iiiii) ,,7 This temporary Certificate of Occupancy is valid through November 9,2009 and at that date will cease either as the building will receive final C.O.at that point or the premises must be vacated in the event that the outstanding issues have not been resolved at that time.The issues needing to be addressed can be found on the final inspection report and on the letter of October 13,2009. P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org 371aCr% City of Ty e Island Community Developm .t Dept Prk • • sj. Inspection Report 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 itm■ '21 Phone 912.786.4573 ext. 114 Fax 912.786.9539 . _ Permit No. () 3 23 Date Requested Owner's Name \il: vv, Date Needed 0 a 1-ns_i Gen. Contractor Subcontractor Contact Information Project Address Scope of Work 0 -4A Inspector f--"r) Date of Inspection inspection re ,ospee- E IA Pass a Fail El Fee Z) 5 E.), -re, Q (\V-1 L35 C e ) e._ pro, . Inspection Pass Fail -.1 Fee Inspection Pass 0 Fail 0 Fee Inspection Pass Fail Fee e... , "....,.,..TT':.. 10 .141,,,t Of City of Tybee Island • Community Development Dept. •,.,-.-••' ••-,. Inspection Report .., :: :•. 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 •• Fax 912.786.9539 ::;%_::-/. -.J. 4.,, ‘ c Permit No. - 03 2 3 Date Requested _ Owner's Name 0 in-N.5 t\f--3-L. Date Needed Q ( ,....z_v_cle,?Os Gen. Contractor 6 () 4 1.4_ Subcontractor Contact Information Project Address 02iL0--"--- n Q ,c 2 ■‘■1 . -- Scope of Work , C e---•, ii Inspector \ ), .....1--r-t-T, Date of Inspection 10 - \3 Inspection i7 \ -- _ A A Pass E3 Fail El Fee i • , i -tS"-- — . V Q, r■-^V,03 0 4- € ,-)Ic i OS ctiVr" . 0 I i'VN c.) re, 0 c , 2 ,„i r of e,.. ces_ l 0 ! 05: se, „, 0.1\15 a 4" • ''''•-•'.."'"- c ..:5 L.)r .. r i_ecA ei, (2 ./c".4 3 — I ' Inspection Pass El Fail 0 Fee r i ' -:c 1 o..\ • . e - e JC.,k-At- cl Inspection Pass El Fail 0 Fee Inspection Pass 0 Fail E3 Fee U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE 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 CHALES W.AND WILLAUNELL WILLIAMS Policy Number A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 1402 JONES AVENUE , City TYBEE ISLAND State GA ZIP Code 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT 81-C,WARD 4,TYBEE ISLAND A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.31.99564 Long,80.85011 Horizontal Datum: ❑ NAD 1927 ►. NAD 1963 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 6 A8. For a building with a crawtspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of cxawtspace or enclosure(s) in sq ft a) Square footage of attached garage N/A sq ft b) No.of permanent flood openings in the crawispace or b) No.of permanent flood openings in the attached garage enclosure(s)within 1.0 foot above adjacent grade 2 within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b 7$ sq in c) Total net area of flood openings in A9.b NIA 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 ISLAND,GEORGIA-135164 CHAHTHAM GA. B4.Map/Panel Number B5.Suffix B6.FIRM Index ' B7.FIRM Panel 88.Flood B9.Base Flood Elevation(s)(Zone ' 13051 C0326 F Date Effective/Revised Date Zone(s) AO,use base flood depth) 9/26/08 9/26/08 AE 11 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) 811. 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(CPA)? ❑ Yes CO No Designation Date N/A ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction* 0 Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/A1-1,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 LOCAL,Vertical Datum NAVD88 Conversion/Comments NONE Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor)7.11 ►_.feet ❑meters(Puerto Rico only) b) Top of the next higher floor 16.13 ®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) NONE._ ►`.feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building SEE.COMMENTS IZ)feet ❑meters(Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 6.6 0 feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) 6.9 0 feet ❑meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including 6.8 .•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. I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S.Code,Section 1001. - Check here if comments are provided on back of forth. Were latitude and longitude in Section A provided by a v Rc , ; i licensed land surveyor'? IS] Yes ❑ No c. �4. Certifier's Name BERT B.BARRETT,JR. License Number GA.2225 f"�''• Title OWNER/PRESIDENT Company Name BERT BARRETT,JR.LAND SURVEYING,PC, l' ' -1• , Jr Address 1.5 - N R RO•D City SAVANNAH State GA ZIP Code 31410 41"-.411*. �,,�O¢ ' '0�0 ` Signature 11Mt■�s Date 11/01/09 Telephone 912-897-0661 ,. -� "`_ -.s`= mss . :A�� FEMA Form 81-31,Mar 09 i See reverse side for continuation. Replace _•_• • •itions WARNING:Due to the possibility that changes may have been done to this residence after this elevation certificate was signed and dated by the surveyor,it is recommended that caution be taken in using this elevation certificate by anyone other than the person indicated in section Al. IMPORTANT: In these spaces,copy the corresponding information from Section A. For insufance ConrpArty UM: Building Sheet Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Poiky Number 1402 JONES AVENUE City TYBEE ISLAND State 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 1.MAGELLAN MERIDIAN GOLD GPS UNIT USED TO OBTAIN LAT/LONG 2.THE LOWEST ELEVATION OF MACHINERY SERVICING THiS BUILDING WITHIN THE FOUNDATION WALLS IS AT 16.33'NAVD 1988. 3.THE • THE 0 *Is• HEATPUMP UNIT(CONDENSER)IS AT 15.5'NAVD 1988. MP Signature `' Date 11/01/09 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 E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For item E1-E4,use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters. El. 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,crawispace,or enclosure)is N/A. CO feet ❑meters ❑above or 0 below the HAG. b)Top of bottom floor(including basement,crawispace,or enclosure)is jy..LA ®feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Item 8 and/or 9(see pages 8-9 of instructions),the next higher floor (elevation C2.b in the diagrams)of the bulking is jvLA. ®feet 0 meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is Nga. ®feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is M,8,. ®feet ❑meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is avalable,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 properly 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,S,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name N/A Address N/A City N/A State GA ZIP Code N/A Signature N/A Date N/A Telephone N/A Comments N/A ❑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. 01.❑ 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.) 62.❑ 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 06. Date Certificate Of Compliance/Occupancy Issued N/A N/A N/A G7. This permit has been issued for: ❑New Construction 0 Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building:N/A. ®feet ❑meters(PR)Datum G9. BFE or(in Zone AO)depth of flooding at the building site: JJ/A :u feet 0 meters(PR)Datum 010.Community's design flood elevation N/A ®feet 0 meters(PR)Datum Local Official's Name N/A Tide N/A Community Name N/A Telephone N/A Signature N/A Date N/A Comments N/A f Check here if attachments FEMA Form 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 1402 JONES 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 on the reverse. LEFT SIDE VIEW RIGHT SIDE VIEW %14W- ti F ' ot. V 1 f. • zim/iQ,.30 ?171::SI0 . /1 .. . il.: " r -'1,... . .. '' ' ' -11%1111*611111'..%1111114111111111V%%**NN~- ' I 1111111 IIIIIIII .' 3 i .• ... .... i . ....0:-. .• • I: WI 2U a.I Il.2`_' 20C 9, 10;'?r, REAR VIEW FRONT VIEW U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE 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 CHALES W.AND WILLAUNELL WILLIAMS Poky Number A2. Buildng Street Address(including Apt,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 1402 JONES AVENUE City TYBEE ISLAND State GA ZIP Code 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT 81-C,WARD 4,TYBEE ISLAND A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Let.31.99564 Long.80.85011 Horizontal Datum: ❑ NAD 1927 0 NAD 1983 A6. Attach at least 2 photographs of the building lithe Certificate is Ming used to obtain flood insurance. A7. Building Diagram Number f A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawl-space or enclosure(s) sq a) Square footage of attached garage 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 NONE within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b / sq in c) Total net area of flood openings in A9.b NJA sq in d) Engineered flood openings? ❑ Yes _• 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 ISLAND,GEORGIA-135164 CHAHTHAM GA. B4.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 13051C0326 F Date Effective/Revised Date Zone(s) AO,use base flood depth) 9/26/08 9/26/08 AE 11 810. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 69. ❑ FIS Profile 0 FIRM ❑ Comm pity Determined 0 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 ystem(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ►. No Designation Date N/A ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings` ❑ Building Under Construction* _+ Finished Construction `A new Elevation Certificate will be required when construction ofithe building is complete. C2. Elevations-Zones A1-A30,AE,AH,A(with BFE),VE,V1-V30,V with BFE),AR, A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete it s C2.a-h below according to the building diagram specified in item A7. Use same da as the BFE. Benchmark Utilized LOCALVertical Datum NAVD88 Conversion/Comments NONE `tsi Check the measurement used. 1 n ' `�C" a) Top of bottom floor(including basement,crawlspace,or enclosure fl.. )7.11 ►'_feet 0 meters(Puerto Rico only) l� b) Top of the next higher floor ►_feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) ti A. 0 feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) u•►E._ ®feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing.the building SEE-COMMENTS ®feet ❑meters(Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) §.f 0 feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) C.2 0 feet ❑meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including f.¢ ®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, /certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under is U.S.Code,Section 1001, FASO 0 Check here if comments are provided on back of form_ Were latitude and longitude in Section A provided by a V' ` licensed land surveyor? ® Yes ❑ No Certifier's Name BERT B.BARRETT,JR. License Number GA.2775 .77:01 Title OWNER/PRESIDENT Company Name BERT BARRETT,JR.LAND SURVEYING,PC. Address 1••RUN -E`'OAD City SAVANNAH State GA ZIP Code 31410 • ? �� • SU Signature ,\r���A Date 10/07/09 Telephone 912-897-0661 �• - nip SCa-��it FEMA F. 1, ar s• See reverse side for continuation. Replaces a s editions WARNING:Due to the possibility that changes may have been done to this residence after this elevation certificate was signed and dated by the surveyor,it is recommended that caution be taken in using this elevation certificate by anyone other than the person indicated in section Al. IMPORTANT: In these spaces,copy the corresponding 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. Pocky Number 1402 JONES AVENUE City TYBEE ISLAND State GA ZIP Code 31328 ferny 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)budding owner. Comments 1.MAGELLAN MERIDIAN GOLD GPS UNIT USED TO OBTAIN LAT/LONG 2.THE LOWEST ELEVATION OF MACHINERY SERVICING THIS BUILDING WITHIN THE FOUNDATION WALLS IS AT 1633'NAVD 1988. 3.THE E EVA ON OF THE OUTSIDE HEATPUMP UNIT(CONDENSER)IS AT 15.5'NAVD 1988. Signature Date 10/07/09 ❑ 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 E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For items E1-E4,use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters. El. 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,crawispace,or enclosure)is NA. ®feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawispace,or enclosure)is jy(g. ®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 12V,A. 0 feet ❑meters 0 above or ❑below the HAG. E3. Attached garage(top of slab)is NM. 0 feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is N/A. 0 feet ❑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 ere correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name N/A Address N/A City N/A State GA ZIP Code N/A Signature N/A Date N/A Telephone N/A Comments N/A ____❑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 09. 01.❑ 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 G4-09)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued N/A N/A N/A G7. This permit has been issued for ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building:NA. ®feet ❑meters(PR)Datum G9. BFE or(in Zone AO)depth of flooding at the building site: jWA. ®feet ❑meters(PR)Datum 010.Community's design flood elevation N/A 0 feet ❑meters(PR)Datum Local Official's Name N/A Title N/A Community Name N/A Telephone N/A Signature N/A Date N/A Comments N/A ❑Check here if attachments FEMA Form 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 1402 JONES 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 on the reverse. LEFT SIDE VIEW FRONT VIEW rfi {{ E )3 111111 LI .':t P s . _ _ I iiii _i I O. ;, — - JIM 1 r ��"W. t µ1 fg . A k ,1 ill •- T9 r +6 py .� 2009.10:'07 • , 2009/10/07 _ q .. REAR VIEW RIGHT SIDE VIEW I REFERENCES: R r P d 1. DEED BOOK 213V-246. 2. MAP BOOK 2-259. JONES AVENUE 6U R/W BENCHMARK - TOP OF R.R. SPIKE ETIC go' / / co EL.' 5.98 NAVD 88 NIAGN cof • co- x x co / x x• C/L OF EXIST. DRAINAGE SWALE x h<0 x h/ GRATE INLET ���- j N 21'00'00" E --- b* N 21°00'00" E -- 54.50' c,0" ti cp16 ,b43 J 26.02' ? 66.81' 53.23' — 52.98' I (- 3N x R.B. ai1��^��/ 0 10 °� -' 12" CULVERT w m1. A, _ ci o N GRATE INLET �x��Y1 \/'fle m ~ op //////,2 ,'i///// x -0 is <o. I h6 / m CO I� / / ") 0O ° 1 / % Co* 1 ° O - m 13.50' / / CO III 60.72' / CO _ / • ° _ LOT 81 C. I,. x� / W WOOD PRIVACY FENCE X / x� / '5 <0. ' / cn iI .� PROPOSED �. LOT 81 '-A j RESIDENCE / / j 13.50' 1<o. -C _j /' / P.O.L. = POINT ON LINE �z� %I / cy; R.B.F. = REBAR FOUND 0 I w 0 a / / 0 : x Q R.B.S. = 1/2" REBAR SET o I Ll I.P.F. = IRON PIPE FOUND P 10 m / / I N o zw `fl I 1=(-D Lou, •/y/////?7'////// I gy Z 1 woo I o Q • 5/8" R.B.F. ` O.33' J o 0 _ R. B.S. • o R.B.S. 54.50' S 21°00'00" W o o 6• co. w [NOTE: REVISED TO CHANGE ELEVATION 61 x *F x DATUM AND ADD PROPOSED RESIDENCE LOT 81-D STATE OF GEORGIA ACCORDING TO 'FIRM' 1305100326F DATED 9/26/08 CHATHAM COUNTY THIS SITE IS IN AN 'AE-11' FLOOD ZONE. PLAT OF LOT 81 -C, WARD 4, TYBEE ISLAND, KNOWN AS No. 1402 JONES AVENUE. FOR: CHARLES W. & WILLAUNELL WILLIAMS DATE OF SURVEY: JUNE 20, 2008 DATE OF PLAT: JUNE 27, 2008 (REVISED FEBRUARY 24, 2009) G GO R e , \ SCALE: 1"----- 20' �� . 2:5 IN MY OPINION THIS PLAT IS A CORRECT REPRESENTATION OF THE LAND PLATTED 0' 20' 40' ; IN rrr.rr o E.O.C. FIELD 1/ 113,681 �0,••••., .- -lo < ERROR/POINT - BERT BARRETT, JR. •UR` .< ' ADJ. METHOD NONE LAND SURVEYING, P.C. 6 BARR- E.O.C. PLAT 1/ INF. 145 RUNNER ROAD TOTAL STATION GEODIMETER 610 SAVANNAH, GA. 31410 (912) 897-0661 (F.B. 016-31-2) " '.:,„ City of Ty\ Island • C ininunity\Devetopn.. ,. Dept. r!' " ," t, Inspection Report t" " 403 Butler Ave. • P.O. Box 2749 • Ty bee Island, GA 31328 �_�e`'F:�,3t Phone 912.786.4373 ext. 114 • Fax 912.7S( .95 • :s ?,:;t:i Permit No. __ v' � „.3 "_5 Date Requested // 2 t! f , Owner's Name (j()/ 1.4-0,1-5 Date Needed ///. /Y I • P Gen. Contractor_4:14,2..: - fa Subcontractor 3 • v " Contact Information ` . 1J A) a i'•/SX`-1 at...,t_ ,r,,,a . -z.- s Rroect Address , i -, / `° (1. 2. 1 k-,i/F.., Scope of Work 1ZAAJ S,./..--- ;' /Pic)1 40e,„ Inspector 7 / i ection L S Inspection ` f 'f i ' — Pass Fail Fee t( al.. 67-C - of 72g96'// z o 17 �' � ` 1 �r,51) oe (,),P z 4 i q)(1/1 /2 _ hekt &;.)G () -5 , , U 7:: yv k i t ,,/// ,'%_' ) f � '° � r •" f e x^' 5 i'+�x1 F ew/ '...✓ 1 1��d� d I �A'1"°.° � G..°f..�.i S{""i + .,' Inspection Pass ' ` ri,,,J.A) �� iii __- I Inspection Pass 0 Fail 0 Fee Inspection Pass 0 Fail 0 Fee __ A sil CITY OF TYBEE ISLAND BUILDING PERMIT REINSPECTION FEE DATE ISSUED: 10/12/09 PERMIT#: 090323 WORK DESCRIPTION NEW RESIDENTIAL-SF MODULAR WORK LOCATION 1402 JONES AVE OWNER NAME CHARLES WILLIAMS ADDRESS 1401 SECOND AVE CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER 912-786-4346 CONTRACTOR NAME CLAUDE PARNELL BATTLE ADDRESS PO BOX 475 CITY STATE ZIP ST MARYS GA 31558 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 1545 OCCUPANCY TYPE P TOTAL FEES CHARGED $6,445.50 PROPERTY IDENTIFICATION# . e)iv PROJECT VALUATION $141,662.00 i;17' REINSPECTION FEE—BLDG FINAL TOTAL BALANCE DUE: $ 30.00 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. Z .— z9 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 .. .. ‘,.::..:-.'..1:::: City of Tybee Island - Community Development Dept. prf.r. , v• ...r j■ •• ••61 IrEINVE•- , ,,. ••' • .. Inspection Report ni : 1:: 403 Butler Ave. • P.O. Box 274g • Tybee Island, GA 31328 •.11All Utah i Phone 912.786.4573 ext. 114 • Fax 912;786.9539 , :X■;.,..;',=,<`;; / :%,1":I.A f/r:1:t■ Permit No. 410 " 19.ZAZ3 Date Requested 0470 4' Owner's Name //1)/////47''' Date Needed ./4/X) /i9 _ Gen. Contractor 6.ii4.0 /?Evii-ii 3/1 , Subcontractor Contact Information (3_4_____ ____... Project Address _412) , \jb_O ' )je._____ Scope of Work _ N1F-td „SF ___ Inspector 17/(1 Date of Inspection /()i I/0c , \ r, 1 Inspection aCk 1-1 KM-J 1 . f * r'• ---01.--‘42.12.,NLc--m4- -k,•L.,, icii6/0' 1 4' , • 1 ---.....i - -c()/ it. ! •.1-• --Pti,a( -2.? 6-tz, (1564eZ.sfiz,-P (9? ot.bie-42 Thi--264 pf, p_ii"' psot.)6‘,0,..) tr,-)1 1, 11..rt i 6opipizAtt:, izA/ olq)bq itjoll'..) Pt 044 ---T2 Inspection . 0,s 'ass Fail 0 Fee . I Inspection_ VT)FCL-1.A Rf l'3 as Fail 0 Fee Inspection Pass 0 Fail 0 Fee ____ _ ____ i 6-1 -An--\a(-z Pv- (4Tho 0 V s..., 1 CZ3.77°•., ,'" it.) 0.514 G 5---,, -(rz ""o f &‘ PX-7-e-ib ',.setit ,,s-) ' • o , - • • 1 t Ci City of Tybee Island • Community Development Dept. Vintirli v.1,, Inspection Report .".,:nid 403 Butler Ave, • P.D. Box 2749 - Tybee Islands, GA 31328 '1: ;.i. Phone 912.786.4573 ext. 114 = Fax 912.786.9539 Permit No. 0 ) ' D 6 2 3 , Date Requested Owner's Maine :( ( _ls. WI -N(-- Date Needed ) u - Dib - (:___, 7 cia , cL, cu-,le (1 Gen. Contractor_ 6-; 'It,' _ Subcontractor ,----) Contact Information fr-,,, c.) ,--,, L-432 q - (-) L/39- Project Address I L/ 0 2. -,_.) i Scope o f Work r\i4,....a ,n,) 1.-- - try\ ;--.) d Inspector /111-:1 ,--, Date of Inspection Li_ ! 1 f 1 od 4,.i Pass 0 Fail Dril -----.---- , ...) [,.... O f Ait.i jEt":74:-.N °J...... ..„, 0 UM-F.) P( r3t) I ---A # 1 i , A , ,r, ,, , Inspectiori . ii A 4 1 ilt A to k , Pass C3 Fail [3 Fee ---- Inspection_ .06.-rzc2--1 cii.341_, - Pass Ej Fail C3 Fee -----") I, Inspection ___ Pass Fail E3 Fee _ — _ - - - -- _-- _- - --- C. ) r-----' ), „-- ,74?,„y, ta City of Tybee Island • Community Development D.ept. mo i - - • • aura.-I Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 313213 Phone 9122116.4573 ext. 114 - Fax 912.786.9539 ".• _..- ,- ,. ..,---‘ Permit No tiV-7- 72 _____ Date Requested Owner's Name OA// 1-,44,5 Date Needed _______JIZILL) f 1 Cit'ALA - / i Gen. Contractor P/W / Subcontractor _ Contact Information JgdZLI * Project Address NO i Z, (id/Je.:,,S /cityScope of Work JirAll 57: /kw ,rie ,-, • ,,, / i Inspector .-2/fri Date of Inspection/07.,t-,ir Le_ _ Inspection_.(Z/ a p4e 4;a:4,....)6. Meg Pass Cal‘, Al Ill Fee Cip,W-14 /4-4---ri;j Tie'** sc V , / i 1 Inspection Pass 0 Fail 0 Fee i . Inspection Pass EI Fail 0 Fee Inspection Pass 0 Fail Fee -•\ z.„t City of Tybee Island - Community Development Dept. • t s• rum.- '‘ , Inspection Report 403 Butler Ave. = P.O. Box 2749 Tybee Island,GA 31328 Phone 912.786.4573 ext. 114 - Fax 912.786.9539 .......... 5 R Permit No. 1"9/-• 03z3 Date Requested qi 7/.1;9 Owner's Name ("1.4///k7S. Date Needed eit414.9404.44, I • • Gen. Contractor Subcontractor , Contact Information 47-6. Witrorri5 Project Address /4 -' "7 Scope of Work Inspector --211 /i-ey Date of Inspection re.,4 Inspection Fail ug 7 -ketEa (ubeE.42 rdify\Yr7 ): 15.--/i-(4-4' 4s /(.0 Wo 27z., Insp tion Pass El Fail 0 Fee • Inspection Pass Fail Fee \ Inspection Pass Fail 0 Fee • _ . City of Tybee Island • Community Development Dept- Inspection Report 403 Butler_Ave- • P.O. Box 2749 - Tybee Island, GA 31328 ....as - .. Phone 912.736.4573 ext. 114 • Fax 912.786,9539 **, Permit No. . Date Requested 45/Oi t"2 Owner's Name iA3 , I1Vi Date Needed - . /1 t - - c_14,116: CcriZ\YEli Gen. Contractor Subcontractor 7 Contact Information Project Address I LI-07 Scope of Work Inspector Date of Inspection,. j ' Inspection_ Pass Tin Fee Inspection Pass Fail cj Fee Inspection _ _ Pass Fail Fee Inspection _ _ Pass El Fail Fee ( _ - RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 937 Phone 91263' 30ca 2Coqt_ 306-Z�oS Q6:+-111 34- 240.2s j)Location Address: J Z. 0' ' Lot# Release Date: /� Type of Release: Temporary Acmanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: L JQOb g 1( , rn Phone Number: 6<`2- 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: TN Result Report P 1 09/11/2009 13:28 Serial No. CM35228060004 TC: 111948 Destination Start Time Time Prints Result Note Georgia Power g09-11 13:27 00:00:46 001/001 OK g Note BND: Double-SidedaBindingADirection,5P: SpecialSorigginal,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, LOVR:Receiving length Over, POVER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND � FOR SAVANNAH ELECTRIC.FAX TO: Lynn Breaaaa 9-3237 Plroae 912 03 :S. � S' 3o�-Z��lte 3 6-2 j, Location Address: )40Z ` Lot# Release Date: .// ri Type of Release:_ Temporary Permanent Subd Name: Electrician: Phone Number: Owner/Builder: j�7, S I 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: 1 .■i ',---- Ltagt ta , •::"..;.111:!.:,;, City of Tybee Island • Community Development Dept. ..•••• ••, , Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 %:,....1.-.. .i. Phone 912.786.4573 ext. 114 - Fax 912.786.9539 ........... Permit No. ‘, - 3Z Date Requested 1 ''- 5 Owner's Name(L% 'k/ S LI ‘- " r „* Date Needed ,----7----- F iiii a c Gen.. Contractor 1!54 :t....0 Subcontractor Contact Information 1/\)(1q,1,', ()I (11,- ,- 5 (9 c 7 - ,) 1 Project Address NU?!_.' -16 p..1 --, A v e ykip b (,),"flg '. -- , Scope of Work --3- s( e- \- ( 3te- 7 i t. c , c 4 ( ,-7::,..x.) /I Inspector /, Date of Inspection 9 \ g\ 0(--/ I --'1 I 411Spe s F Fee ttidii Y ". ' IP> '- ...... - Pas " .4ii i 1 .......F: ,- ..,, ------ / irli \ a 4,1ki Inspection Pass Fail Fee . (,- Aie cc" ) /4 rp/e'1'1(-DC) 4 / 5 i ot-i,--7(71 ' P/Li Inspection_ ,\ _ , .,,,:„ --,--.:1 _ , .t ."t.) y. ' - Pass i Fail xtp. Fe 0 -6----v -- , 1 ‘ ,4, ■ \ alc k -FloiA) pre ven-h. - 1 Inspectio VI , - - - Fail Fee 1.-...� - City of Tybee Island = Community Development Dept. Inspection Report 403 Ruder Ave. • P.O. Box 2749 • Tyree. Island, GA 31328 Phone 912.736 457 3 ext. 114 • Fax 912.786,95 Permit No. t 41 f `_' Date Requested &'3/ Owner's Name- ,� ' Date Needed Nib C! // Gen. Contractor r �► Subcontractor Contact Information Project Address ____Lth 4, 'J ' Scope of Work bt)/97 Inspector= Date of Inspection / Inspection 0--7,4490_„\k5. ',`. -L,,' '/4ii° Pass Fee Inspection Pass i=aii Fee-- - Inspection Pass Fail Fee Inspection. Pass Fail Fee \I 1 Aworre „., City of Tybee Island • Community Development Dept. Eiretf a 1- , ,+:•••' •••, Inspection Report 403 Butler Ave. . P.O. Box 2749 - Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 - Fax 912.786.9539 ......____..... / Permit No. Oa (1)7Z --". Date Requested 6/(11,)q ......... Owner's Name (A) i i,..../0.14 Date Needed - I4 4 - ,- - ;.-o/■. ./(I Gen. Contractor Subcontractor Contact Information M 1 LT, i •L_Ll•-- -.1 -2'72 ---:-_-)25 4 I, r,,,,.. "...4 1 4-6 • i 4— Project Address 72 1 tl)2._<- .. •„,,....- -- ,..... Scope of Work -)I--, 040 NJ_Ilji_Z Inspector Date of Inspection . .. ------ _ Inspection .--- -, ,...-N 0 4" . -7-2 Pass ri P...- all Fee 7- Inspection ,_,.,..; (4-7 › - 1 - . q..P, . Fee ',1" r2/17 --- N . =IF ee 'NI& 'RN ' Inspection 1--) .--)... :j2c) ;:kLif -LL Pass a i Fee Inspection Pass 0 Fail Fee H _ . City of Tybee Island . Community Development Dept. =MS•-1 ' ' •-, ' Inspection Report Z " ' 1 ,,..... . 403 Butler.Ave. - P.O. Box 2749 - Tybee Island,- GA 31328 .,.•..•s•.. I Phone 912.786.4573 ext. 114 . Fax 912786.9539 .........._ :NbEr.f,n,:n Permit No C )2( _ , ,.... 3 Date Requested C Owner's Name_ LS)■ i(7 m 5 Date Needed 0 S 1 Gen. Contractor Subcontractor Contact Information : ( j \ • - , i e-N -Th Project Address 1 "i 2__________ Ave , MA ,...- Scope of Work ib L.) ---) E_____Dast..,..) .- PA" Inspector Date of Inspectio4. --.,, Inspection ,--)_____ r. _p, \\Pass Fail 0 Fee 1 I L., ,., 0,:2±-:- . _ „,._._ IL,,,v) inspection r "-,,, IDass L . ail 0 ee \\\ Inspection T) Pass miN-dI—L El Fee Vi -- Inspection Pass 0 Fail Fee _ CITY OF TYBEE ISLAND APPLICATION FOR NEW CONSTRUCTION BUILDING PERMIT 1 _ 2 sets of building plans 'Z 3 - � I copy of survey showing ground elevations&flood zone 4, $250 plan deposit Location: t4DD 3OV e_s Rye. �1.i ? s cwt PIN# NAME C 3 1 72� 1 SS TELEPHONE Owner ahar(tr514-%4- I Lo gidcf ONJOne Ctue. '(o-SS Z3 Awned k3;l/earl The@hland,07k (-32fIC q12-ems 3- C1 Architect CttthOM rP5/LiateA-Zo or Engineer C.N.41111.12_ Q11iIc r5 LOUten9t ra, WC '.Y3 a gt'e.)-9% -tigs Building Q ja,,c(e lariti I Qa1'gG Contractor 5.1,,/narecis) 91 1-4090-3534 (Check all that apply) ew Construction Residential ❑ Other ❑ Single Family ❑ Duplex ❑ Multi-Family ❑ Commercial Details of Project: CY1 CdU.I fi,r home_ fe, Estimated Cost of Construction: $ 1 l , (p(o Z v Construction Type LO (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other(please specify) (2) Wood &Masonry (5) Steel &Masonry MOCILUJOS IJ\Onh e se-A-Up (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 3 # Bathrooms Lot Area Living space (total sq. ft.) I S'-4 # Off-street parking spaces Trees located & listed on site plan_ Access: yes Driveway - / (ft.) With culvert? (1.O With swale? Setbacks: Front /O.9e) Rear / .50 Sides (L) i3•tR) /3 .5 e) # Stories I 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 [ 71\ 5 Ja1) J.fl,C On-site waste and debris containers will be provided by i *? C-. 3 Ca..S- - Construction debris will be disposed byhe,G U CeS.Q. by means of au mpSJ"tc- • 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: �/5`Ve 9 Signature of Applicant: ` ,e,c;) Note: A permit normally takes 7 to 10 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 Approvals: S.g t re Date FEES Zoning Administrator 1-10-0 ? Permit Code Enforcement Officer Inspections 494- Water/Sewer AM, - /`, �,: Water Tap ,7O Storm/Drainage 79r taw,9 Sewer Stub (c'7 0 Inspections I Aid to Const. l rj►f$ City Manager CC Recovery 20 o Li TOTAL 6g2O \Dloo0 6-g1S, Co REQUIRED FOR: Building Permits Relocation 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 o 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: ch (? ,L . Project I.D.: Attachments approved by: Date: CITY OF TYBEE ISLAND SUBCONTRACTOR LIST Location of Work: I LI au„`. iiJ / r v A Owner's Name: / i�� �� `T L / / tt h`C,(1 tO i C j ( (�/ �S Address: ) —1 OA S _S U'� 14bQL 3 G 3 I Contractor's Name: C L 41,6 c 64771...c List the company name, business type, address, license number, contact person and phone number of all participating subcontractors. 1. Company al l�t_.dX._Plirn d I Business Type !( Le4 Off x'1.341 6)1 Address PPBc5 L V WC-P-16 =� 3 L nse Number R LC To 66624 Contact Person C. ` t i k DCvv c5 Phone Number tO C 2. Company N.I-v r vp-k ` ail e1 siness Type ( \ 1 lQ h oev Addressq\ l1 OWy \ S License Number Contact Person ()UV')iS L ric -1"J Phone Number CI -33(0 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. " C I T Y O F T Y B E E I S L A N D B U I L D I N G & Z O N I N G D E P A R T M E N T P . O . B O X 2 7 4 9 T Y B E E I S L A N D , G A 3 1 3 2 8 P H O N E ( 9 1 2 ) 7 8 6 - 4 5 7 3 F A X ( 9 1 2 ) 7 8 6 - 9 5 3 9 F E M A C e r t i f i c a t i o n o f E l e v a t i o n i s r e q u i r e d f o r s t r u c t u r e s i n a F l o o d Z o n e . L o c a t i o n o f W o r k : ' ( I b - e t i 3 l a n d i O w n e r ' s N a m e : C a i S W C H I O I / a i n e w / l I O A d d r e s s : / 1 - 1 0 a g o n g s ( 4 U 6 l l b e V _ _ _ Z 1 c L h d / 6 7 q C o n t r a c t o r ' s N a m e : A D e T h i s n o t i c e i s t o c o n f i r m o u r u n d e r s t a n d i n g t h a t a l l e q u i p m e n t s u c h a s a i r c o n d i t i o n i n g c o m p r e s s o r s , w a t e r h e a t e r s , f u r n a c e s , e l e c t r i c a l o u t l e t s , m e t e r s , e t c . , a r e n o t p e r m i t t e d b e l o w t h e r e q u i r e d f i n i s h e d f l o o r e l e v a t i o n . B y a c c e p t i n g t h e b u i l d i n g p e r m i t , I ( o w n e r / o n t r a c t o r ; a g r e e t o c o n s t r u c t / p l a c e t h e e q u i p m e n t a b o v e o r u p t o t h e r e q u i r e d f i n i s h e d f l o o r e l e v a t i o n , w h i c i s s t a t e d b e l o w . B F E A c k n o w l e d g e d a n d a g r e e d t o t h i s J T f ) d a y o f , u k . ( \ , 2 0 ( c . O w n e r / C o n t r a c t o r S i g n a t u r e C l u j . �� t . E O w n e r / C o n t r a c t o r P r i n t e d N a m e CITY OF TYBEE ISLAND BUILDING &ZONING DEPARTMENT Temporary Electrical Service Affidavit Location of Work: L . 0 id Owner's Name: C ak( s U 4 t1V j ` /O.(,Lft 1( ( ) /inS Address: 1 V 9 jail S f`‘'-11"Q N X L )ad , 6 l 3 'J Contractor's Name: I d ig Pava l 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. 4/., — 07 Owner's Signature Date 'h /-E-5 r;I t c a 5 Owner's Printed Name ketatO0 Contractor's Signature D to 0_L t- BA-- Contractor's Printed Name Witness's Signature Date Witness's Printed Name STATE ENERGY CODE AFFIDAVIT Location of Work: bei216 C) ry Owner's Name: OYCLY W W 1 I tali-rat WI l /lams Address: ' 40 3-orct OK, I hP ._ 51and, le9 3132A f Contractor's Name: O(Q.�.l lIZ This letter is to confirm the understanding of the owner/contractor to the compliance requirement of the Georgia State Energy Code for Buildings,2000 Edition. I 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 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. Wit r Owner's Signature Date / / -e Lis Lc 1/ S Owner's Printed Name kth. L S 5 Contractors Signature Dat C6 Contractor's Printed Name PERMIT FOR INFRASTRUCTURE ALTERATIONS Location of Work: I (t' en- Owner's Name: IA) 4- W i I ICiL mc6 Address: I `-I(1)P, j-Ca0 S V Q 1j b J kihd / 6A 3 13 p g Contractor's Name: C I C 111-(2.-- 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 City 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. C fir f Owner's Signature Date k&1 45 &1 t O ner's Printed Name Lk 6 ' Contractor's Signature Dat L. k,-r i Contractor's Printed Name APPROVAL Zoning Date Building/Code Date Water/Sewer Date Drainage Date 1—REFERENCES: 1. DEED 3 2. MAP BOOKK22 9-246. JONES AVENUE 61, R/W BENCHMARK �o /� TOP OF R.R. SPIKE AGNETJC x"P //// ��'/ EL: 5.98 NAVD 88 i4 0. • hcp. x p. >> )-• • • • , <0...0 „,,,. C/L OF EXIST. DRAINAGE SWALE7 x c)x go„, GRATE INLET �I� • N 21'00'00” E _ e� N 21_00'00" E _ 54.50' � 6 ,�� b. o J 26.02' ? 66.81' 53.23' 52.98' I "`•, ^�x R.B. j� �~ o CD m -' ' ° 12" CULVERT w ��'1J -_ °o b r �) GRATE INLET : <0- r ,\/ cd 00 0 °�°• nI / �� w I / / 0 I°° cq N m ■ 13.50' / / 60.72' / c ', o LOT 81 — C �� w _ � � , / WOOD PRIVACY FENCE - " / xp j Co- I `'�� t i PROPOSED �, I : j RESIDENCE /LOT 81—A / 13.50' 1)(c) d / z r 0 ^7i / P.O.L. = POINT ON LINE z° / / 0� R.B.F. = REBAR FOUND o Q o> / / 0 : x R.B.S. = 1/2" REBAR SET 0 I s 5 / I.P.F. = IRON PIPE FOUND 4 / c) l zm� /' / I�h�O CO I Q m d//////?7'////// p 0 z 1 Woo 1 cn_ J o p 5/8" R.B.F. 0.33' 0 R.B.S. • o </ R.B.S. 54.50' - S 21°00'00" W p o Li NOTE: REVISED TO CHANGE ELEVATION xp x 0�• W I DATUM AND ADD PROPOSED RESIDENCE LOT 81—D 61 STATE OF GEORGIA CHATHAM COUNTY ACCORDING TO `FIRM' 13051C0326F DATED 9/26/08 THIS SITE IS IN AN 'AE-11' FLOOD ZONE. PLAT OF LOT 81—C, WARD 4, TYBEE ISLAND, KNOWN AS No. 1402 JONES AVENUE. FOR: CHARLES W. & WILLAUNELL WILLIAMS DATE OF SURVEY: JUNE 20, 2008 DATE OF PLAT: JUNE 27, 2008 (REVISED FEBRUARY 24, 2009) GO Re , \ IN MY OPINION THIS PLAT IS A CORRECT SCALE: 1"=. 20' "*" _ .2.5 li REPRESENTATION OF THE LAND PLATTED 0' 20' 40' irimmistimmimarmsimmesimini E.O.C. FIELD 1/ 113,681 AO.•;'#..0 1 -0 < ERROR/POINT BERT BARRETT, JR. ' v ..uR\IE ,< ' ADJ. METHOD NONE LAND SURVEYING, P.C. Q BARRY E.O.C. PLAT 1/ INF. 145 RUNNER ROAD TOTAL STATION GEODIMETER 610 SAVANNAH, GA. 31410 (912) 897-0661 (F.B. 016-31-2) AGNETIC JONES AVENUE 60' k/W BENCHMARK NS cb -� TOP OF R.R. SPIKE °' / / ' cb ' EL.' 6.93 NGVD 29 /'� x rOx coo, / ��__ x _. + ra� x c-, / L x x ' ,r C/L OF EXIST. DRAINAGE SWALE x �; N 21'00'00" E - - '\' N 21'00'00" E -- 5/1.50' A° 1� ,�1,/ e o • x 0 _; 26.02' n 66.81' / 53.23' �. 52.98' I 5/8" R.B.F. 0, R.B. . � i (1, '�b 0 CO , o GRATE 'No ET 0'1?-1"11------z=-7- 1 ' a nJ C) o x I ti \ " r 12" CULVERT 0 ,-, rah` \I co. X L` LL li OU x j m 60.7i (Q GRATE INLET c� (-J 'N tY to _____.. _ L--. _._- -E LOT 81 - C "' - Li Li I o - I �� co. W \. + `� x —X- '\• > txc5 k x -\ ) (c). v) LOT 81 —A 1 r_ WOOD PRIVACY FENCE • i P.O.L. = POINT ON LINE z z / r- R.B.F. = REBAR FOUND _ J 0 /� R.B.S. = 1/2" REBAR SET Q_ o x w W.F. = IRON PIPE FOUND C) ' ° I� • ., D C> m 0) o f �� REFERENCES: co, . C O Q / 1. DEED BOOK 213V-246. z v�< '\• o 2. MAP BOOK 2-259. w 0 Q in A . R.B.S. • o `0� 5 8' R.B.F. '\• / -X 0.33' _ 1" �o;' R.B.S. 54.50' S 21'00'00" W CD ro- 1. L,i x 1 N x • LOT 81—D STATE OF GEORGIA CHATHAM COUNTY PLAT OF LOT 81 —C, WARD 4, TYBEE ISLAND, KNOWN AS No. 1402 JONES AVENUE. FOR: CHARLES W. & WILLAUNELL WILLIAMS _ DATE OF SURVEY: JUNE 20, 2008 GO R Coq DATE OF PLAT: JUNE 27, 2008 G *TER SCALE: 1"= 20' c0 ' IN MY OPINION THIS PLAT IS A CORRECT N. 125 REPRESENTATION OF THE LAND PLATTED 0 20' 40' g E.O.C. FIELD 1/ 113,681 L" _ �4 ERROR/POINT BERT BARRETT, JR. T 4 SU R`I - ' ' ADJ. METHOD NONE LAND SURVEYING, P.C. B B A RRF' E.O.C. PLAT 1/ INF. 145 RUNNER ROAD TOTAL STATION GEODIMETER 610SAVANNAH, GA. 31410 (912) 897-0661 (F.B. 016-31) -a '') `:: / /it? < - MapIt Page 1 of 2 SAGIS [Color Selection za HELP Property Analysis Tools © Map Tools . 1 ® i cJ o ' MI Property Information "� — Email this property , . •• -4� � , ` t ' Parcel ID: 4-0007-19-001 �` ,_ 4 ' Owner Name: WILLIAMS CHARLES W „, ; „ . * +ci ?r •Property Card Link: CLICK HERE - X! ' �. - ° '' *�M�. y' Property Address: JONES AV 000000 / Zoning: R-2 r to `'r � { r r :y ' 1 'w _ 4 ti;. Flood Zone: AE 7 �. Unincorporated Chatham _ : ,t. -►; p:• Aldermanic Code: County `t / je 14011111‘-Commissioner Code: Patrick K. Farrell �_ r S ” _` Phone:355-6699 i 4' ,' s. Zip Code: 31328 Selected Property:4-0007-19-001 Neighborhood Code: 02022500 Calculated Acreage: 0.1 ©Property Search Results ` Market Analysis Results Land Value: $256,000 Building Value: $0 Real-estate Value: $256,000 Sale Price: $0 Sale Date: 00/00/0000 DD/MM/YYYY M Legal Description: LOT 81C WARD 4 TYBEE* M Information 0 n. Disclaimer: his website is a public resource of general N •nformation.SAGIS makes no warranty, epresentation or guaranty as the content,sequence, .ccuracy,timeliness or completeness of any of the •atabase information provided herein.The reader n hould not rely on the data provided herein for any reason.SAGIS explicitly disclaims any representations and warranties,including,without limitation,the implied warranties of marchantability .nd fitness for a particular purpose.The sales information provided here is current to December 31, 007.There is not guarantee,direct or implied,asto__ he completeness,content or accuracy of the data. For the official information please contact the Chatham County Board of Assessors.•- AGIS '. Savannah Area Geographic http://sagis.org/app/mapit.asp?userid=&mode=000&cmd=REFRESH&color=aqua&size=S... 2/22/2009 Robbins Design Services 4/22/2009 Tel:(309)879-3258 1777 State Route 167 Fax:(309)879-3256 Victoria, IL 61485 AVERAGE ELEVATION Crestline Custom Builders Model# : 8028+12 Williams RDS RDS Job Number: CRC09020 APR 2 4 10(19 Shear Wall Index H 1\C. Page # Sheet 2 Summary 3 Basic Wind Loads 4 Sheathing 5 Sliding and Overturning Wind 6 Seismic Load and Sliding and Overturning 7 Roof Diaphragm Wind 7crit-1 8 Roof Diaphragm Seismic 9 Roof Diaphragm Chords -�> \ 10 Diaphragm Truss Connection o 2'656 11 1st Story Shear Wall )11 1 12 1st Story Glued Shear Wall GINS 13 1st Floor Diaphragm (fp E. ' , 14 Sill and Pier Connections 15 Sill Plate Option 16 Floor Plan with shearwall and tie-down locations Georgia Criteria: C T\POD in d Two Family Dwelling Code-2006 Edition with Georgia 200 , 008 and 2009 Amendments N G & Man DIPANTIOENT APPROVA L 7�,Y�/,,DATE Flood HIM one A. EWE 1 ZONNIG 0:601 rY k'o iiiteFlt►t filiiliheib wm111 daegned to allow entry sod $V1LDNNG/CODE exit of watew, iaa�N 'nlerl equipment.Only piing ing lintltbd stota00 Attd mill ing moss below IWL—F fee' DRAINAGE .ri SOIL & SEDIr!!iT CLOWN PLACE CRC09020 8028+12 Williams Shear Wall Calcs ExpC 130mph 712 24oc 8ft wall Page 1 Robbins Design Sank. 418/2009 Td:(309)8799258 177781.1.Route 167 F ax IL 61465 Fac(309)670-3256 SHEAR WALL DATA SUMMARY Crestline Custom Builders MODEL: 8028+12 Williams I RDS JOB# CRC09020 130 MPH Exposure C Box Size 27.5'Width x 56'Length EXTERIOR SIDE WALL TOP PLATE QUANTITY (ALSO APPLIES TO END WALLS FOR HIP ROOF HOUSES) Perpendicular Diaphraqm Chord Requirement: Option 1: 2 2x6#2 SPF chord(s)with M20 3x6 plate to both faces of all chord splices Option 2: 1 2x6#2 SPF chord(s)with MI8HS 3x10 plate to both faces of all chord splices Option 3: 1 2x6#2 SPF Fascia with 14"2x6#2 SPF glue block centered on each splice with 100% PVA glue contact and fastened with(12).131"x 3"nails or 7/16"x 2.5"x 15 guage staples total. EXTERIOR OSB SHEATHING THICKNESS: 7/18 " EXTERIOR STUD SPACING: 18 "o.c. EXTERIOR STUD SPECIES:2x4#2 SPF STUD QUANTITY EACH SHEAR WALL TIE-DOWN: 1 SIDE WALL HEIGHT: 8 ft ROOF PITCH: 7 /12 TRUSS SPACING: 24 "o.c. EXTERIOR WALL SHEATHING FASTENER SPACING; Use Enerbond MH and 7/16"x1.5"x16ga Staples 3"Edge&6"Field TRUSS BOTTOM CHORD CONNECTION TO EXTERIOR TOP PLATE: APP OVEL) Top Plate as Diaphragm Chord: Straps&Screws Screws Only APR 2 4 200 Exterior Zone: 1 Simpson MTS12 2 Screws Exterior Zone: 4 Interior Zone: 1 Simpson MTS12 2 Screws Interior Zone: 4 Structural Fascia as Diaphragm Chord: n ' Straps&Screws Screws Only , Exterior Zone: 1 Simpson MTS12 1 Screws Exterior Zone: 3 �I NC- Interior Zone: 1 Simpson MTS12 1 Screws Interior Zone: 3 GABLE END TRUSS CONNECTION TO END WALL TOP PLATE: Truss Toe-nailed to top of shear wall with .131"x 3.5"toe-nails at 4 "inches cJc SHEAR WALL CONNECTION OF BOTTOM PLATE TO FLOOR BAND RAILS: .131"x 3.5"nails required to attach bottom plate to floor band rails= 4 "C/C or Lap sheathing onto band rail 3"minimum attached with A'croli@ &ear` ' Im 'be issued by the City of AMOUNT OF ROOF JOINTBLOCKINGREOULRID7 � Q r a final building inspection and a 4.0 LF tttt- sec on ave been passed, the drainage and water/sewer installations at the site have been approved, ROOF OSB SHEATHING CONNECTION TO TRUSS TOZ-Ciiii4riM ired iree mitigation as been accomplished. Use 8d Nail 7/16"Sheathing at 6"o.c.in all unblocked areas Use 8d Nail 7/16"Sheathing at 6"o.c.in ALL BLOCKEgW M re 14' ( � / Gable End Truss or Overhang for Hip Sets at 6 in.o.c. (C•6� Fascia/Diaphragm boundary spaced at 6 in.o.c. t Printed Name..>4/0 0 # r 1 Q yot- SHIP LOOSE MATERIAL FOR GABLE END CONNECTION: �� ^ Date , j 0 Use a 24"x 24"x 7/1 a"OSB Panel centered across marriage line attac e•wi •I psi structural adhesive with 80%coverage and same fastening as shear wall require ent. cRC9902o 0028+13 Moms Maar urn Cafes FXpC 130mph 712 34ac Eft well Pegg 2 Robbins Design Services 4/8/2009 Tel:(309)879-3258 1777 State Route 167 Fax:(309)679-3256 Victoria,IL 61465 . Basic Wind Load Design Criteria Client: Crestline Custom Builders Client's SN: 8028+12 Williams JOB NUMBER: CRC09020 Roof Slope: 7 /12 Wind Speed: 130 MPH(3 sec.Gust) Exposure: C Mean Roof Height: 15 ft Adjustment Factor. 1.21 1st Floor Mean Wall Height 15 ft Adjustment Factor. 1.21 Topographical Factor Kzt 1 Importance Factor 1: 1 Simplified Design Procedure Method 1 Enclosed Building Internal Pressure Coefficient Gcpi=+/-0.18 Positive loads act towards the surface and negative loads act away from the surface MWFRS Design Pressures(Net): Horizontal Roof Pressures Vertical Roof Pressures End zone of Roof(8): 24.9 psf End zone of Windward(E): 14.0 psf Interior zone of Roof(D): 20.0 psf End zone of Leeward(F): -22.1 psf Interior zone of Windward(G): 12.1 psf Interior zone of Leeward(H): -19.0 psf 1st Floor Horizontal Pressure End zone of Wall(A): 36.4 psf End Overhang(Eoh): -14.6 psf Interior zone of Wall(C): 29.0 psf Interior Overhang(Goh): -12.8 psf Component and Cladding Design Pressures(Net): Design Load(psf)sf=10 Design Load(psf)sf=20 Design Load(psf)sf=50 Roof Interior(1): 33.6 -36.8 psf 32.7 -35.0 psf 31.5 -32.4 psf Roof Edge(2): 33.6 -43.1 psf 32.7 -41.1 psf 31.5 -38.7 psf Roof Comer(3): 33.6 -43.1 psf 32.7 -41.1 psf 31.5 -38.7 psf Overhang Edge(2): -62.3 psf -60.5 psf -58.0 psf Overhang Corner(3): -62.3 psf -60.5 psf -58.0 psf 1st Floor Wall Interior(4): 36.8 -39.9 psf 35.1 -38.2 psf 32.9 -36.1 psf Wall Corner(5): 36.8 -49.2. psf 35.9 -46.0 psf 32.9 .41.5 psf RoofiGable Wall Interior(4): 36.8 -39.9 psf 35.1 -38.2 psf 32.9 -36.1 psf Wall Corner(5): 36.8 -49.2 psf 35.9 -46.0 psf 32.9 41.5 psf CITY OF TYBEE ISLAND ;= 1 ?_DING & ZONING DEPARTMENT APPROVED BY E - OffI$ etas been made to tMntity code V ' , . 'A l% however, no Qver$l$ht by the rc• •:J er shall be construed as authority to APR 24 7,004 v- itter, or set aside any applicable . :_;r ordinances including those related to N. iir on and sediment control, building sstbecks, I N`_. ,,r -iht iimit,'parking requirements, green space, a•- riveWa t. The view and permit should r Toqstrue. as warranty nr quarantp e. .J . y y-v�_DATE ,- ( -d 9, CRC09020 5928+12 Williams Shear Wali Calm ExpC 130mph 712 24oc 8ftwaii Pap 3 Robbins Design Services 4/8/2009 Tel:(309)879-3258 1777 State Route 167 Fax:(309)879-3256 Victoria,IL 61485 Sheathing Client: Crestline Custom Builders Client's SN: 8028+12 Williams Job Number. CRC09020 Roof Component and Cladding Design Uplift Pressures(Net): Top Chord Species SPF Roof Interior(1): 37 psf Truss Spacing 24 in Roof Edge(2): 43 psf Fastener Length 2.375 in Roof Corner(3): 43 psf Sheathing Thickness 0.4375 in Penetration= 1.94 in Overhang Edge(2): 62 psf lbs/in penetration= 21 Overhang Corner(3): 62 psf Load Duration Factor 1.6 Withdrawal Value= 65 lbs Required Spacing Edge Field Roof Interior(1): 10.6 in c/c 6 8 in c/c Roof Edge(2): 9.1 in c/c 6 8 in c/c Roof Corner(3): 9.1 in c/c 6 8 in c/c Overhang Edge(2): 6.3 in c/c 6 6 in do Overhang Corner(3): 6.3 in c/c 6 6 in do 1st Floor Sheathing Component and Cladding Design Pressures(Net): Wall Stud 2x4#2 SPF Wall Interior(4): 39.9 psf Stud Spacing 16 in Wall Corner(5): 49.2 psf Fastener Length 2.375 in Sheathing Thickness 0.4375 in Required Spacing Edge Field Penetration= 1.94 in Wall Interior(4): 14.7 in c/c 6 12 in c/c lbs/in penetration= 21 Wall Corner(5): 11.9 in do 6 8 in c c Load Duration Factor 1.6 Withdrawal Value= 65 lbs Dormer/Gable End Sheathing Component and Cladding Design Pressures(Net): Wall Interior(4): 39.9 in do Wall Corner(5): 49.2 in c/c Required Spacing Edge Field Wall Interior(4): 14.7 in c/c 6 12 in do Wall Comer(5): 11.9 in c/c 6 8 in c/c APPROVED BY APR 2 4 200 CRC09020 8028¢12 Williams Shear Wail Cabs ExpC 130mph 712 2400 8fi waH Page 4 Robbins Design Services 4/8/2009 Tel:(309)879-3258 1777 State Route 167 Fax:(309)879-3256 Victoria, IL 61485 Sliding and Overturning Due to Wind Client: Crestline Custom Builders Client's SN: 8028+12 Williams JOB NUMBER: CRC09020 Width 27.5 ft Length 56 ft Roof Height 9 ft 1st Floor Wall Height 8 ft Depth 1st Floor to Sill plate 0.8 ft Overhang 12 in Roof Weight 10 psf 1st Story Wall Weight 10 psf 1st Floor Weight 10 psf Total Weight 44160 lbs "a"= 3 ft Coefficient of Friction 0.3 Withdrawal Shear Fastener 16d (.162"x3.5")Toe-Nail 120 128 lbs Enid Zone Interior Zone -1158 1827 lbs -8319 13060 lbs 1274 lbs t 8506 lbs —® I I 44 lbs 321 lbs 1923 lbs 12778 lbs R1` R2 Sliding Overturning Shear 1st Story= 11233 lbs R1 = 17808 lbs #anchors required= 87.8 R2= 20577 lbs Required Anchor Spacing= 22.8 in c/c #anchors required for uplift One Side= 0.0 #Anchors One Side= 29 Total Fasteners Required For Shear and Overturning One Side= 29 22.8 in c/c Required Fastener Spacing For Combined Sliding and Overturning= 16 in c/c APPROVED BY APR 2 4 7004 it0 i [_ ii C CRC09020 8028'-121illlarm Shear Wall Calcc ExpC 130mph 712 24oc 8ft wall Page 5 Robbins Design Services 4/8/2009 Tel:(309)879-3258 1777 State Route 167 Fax:(309)879-3256 Victoria, IL 61485 Seismic Loads Client: Crestline Custom Builders Client's SN: 8028+12 Williams JOB NUMBER: CRC09020 9 Roof Height(ft) 8 1st Floor Wall Height(ft) 0.8 -Depth 1st Floor to Sill plate(ft) Width 27.5 ft Length 56 ft Roof Weight 10 psf 1st Story Wall Weight 10 psf 1st Floor Weight 10 psf w� = 23750 lbs • wo m 22080 lbs 45830 lbs ASCE 7-05 12.14.8 Simplified Lateral Force Analysis Procedure Site Class D Ss 0,158 Fa_ 1.6 ASCE 7-05 Table 11.4-1 R 6.5 Sos=2/3*FaSs= 0.169 F 1 Base Shear V=(F*Sps"W)/R= 1188 ASCE 7-05 Eq. 12.14-11 F1=wi*V/W _ 616 lbs • ASCE 7-05 Eq. 12.14-12 Fo=wo*`V/W = 572 lbs —® Shear - Moment APPROVED BY 1st floor 1188 lbs 5877 ft*lbs Withdrawal Shear APR 2 4 2009 Anchor 16d(.162"x3.5")Toe-Nail 120 128 Ibs , 061 4:j Sliding Overturnin g k a #anchors required= 9.3 Overturning Force = 214 lbs (� Required Anchor Spacing= 215.9 in c/c #anchors required = 1.8 #anchors on One side= 3.1 Total Fasteners Required For Shear and Overturning One Side= 4.9 137.3 in c/c Required Fastener Spacing For Combined Sliding and Overturning= 24 in c/c CRC09020 8028+12 Williams Shear Wall Calcs EnpC 130rnph 712 24oc 8f wslii Page 6 Robbins Design Services 4/8/2009 Tel:(309)879-3258 1777 State Route 167 Fax:(309)879-3256 Victoria,IL 61485 • Roof Design Client: Crestline Custom Builders Client's SN: 8028+12 Williams JOB NUMBER: CRC09020 Roof Diaphragm Wind Roof Height 8.5 ft "a"= 3 ft 1st Floor Wall Height 8 ft Top Chord Specific Gravity 0.42 direction 1 1 56 ft f> 4614 Ridge Line I 27.5 ft 1152 b 14314 2148 direction 2 direction 1 direction 2 V= 2830 lbs V= 8423 lbs vmax= 51 plf vmax= 306 plf Chord Force= 359 lbs Chord Force= 4104 lbs 18d Nail 7/16"Sheathing APPROVED D 7 Diaphragm Nail Spacing(Inches) Type plf boundary edge field blocked: 328.9 6 6 12 APR 2 4 2000 blocked: 437 4 6 12 blocked: 650.9 2.5 4 12 blocked: 740.6 2 3 12 direction 1 direction 2 I NC unblocked 218.5 plf unblocked 296.7 plf In direction 1,the first 0.0 ft from each diaphragm end must be blocked with the following nail spacing: boundary 6 in edge 6 in field 12 in In direction 1,the middle 27.5 ft require no blocking and the following nail spacing boundary 6 in edge 6 in field 12 in In direction 2,the first 0.7 ft from each diaphragm end must be blocked with the following nail spacing: boundary 6 in edge 6 in field 12 in In direction 2,the middle 54.5 ft require no blocking and the following nail spacing boundary 6 in edge 6 in field 12 in CRC09020 8028+92 Williams Shear Wall Gales EupC 130mph 712 24oc 8ft wall Page 7 Robbins Design Services 4/8/2009 Tel:(309)879-3258 1777 State Route 167 Fax(309)879-3256 Victoria,IL 61485 Roof Design Client: Crestline Custom Builders Client's SN: 8028+12 Williams JOB NUMBER: CRC09020 Roof Diaphragm Seismic Top Chord Specific Gravity 0.42 a-- 56 ft --► direction 1 Ridge Line 616 lbs--i+. 27.5 ft 4r direction 2 616 lbs direction 1 direction 2 7 V= 308 lbs V= 308 lbs .APPROVED v. = 5 plf vm = 11 plf Chord Force= 38 lbs Chord Force= 157 lbs APR 2 4 200`9 8d Nail 7/16"Sheathing Diaphragm Nail Spacing(Inches) fati4V Type plf boundary edge field ' _ blocked: 234.6 6 6 12 blocked: 312.8 4 6 12 blocked: 464.6 2.5 4 12 blocked: 529 2 3 12 direction 1 direction 2 unblocked 156.4 plf unblocked 211.6 plf In direction 1,the first 0.0 ft from each diaphragm end must be blocked with the following nail spacing: boundary 6 in edge 6 in field 12 in In direction 1,the middle 27.5 ft require no blocking and the following nail spacing boundary 6 in edge 6 in field 12 in In direction 2,the first 4.0 ft from each diaphragm end must be blocked with the following nail spacing: boundary 6 in edge 6 in field 12 in In direction 2,the middle 48.0 ft require no blocking and the following nail spacing boundary 6 in edge 6 ' in field . 12 in CRC09024 8028+12 Williams Shear Wall Calcs ExpC 130mph 712 24oc 8ft wall Page 8 Robbins Design Services 4/8/2009 Tel:(309)879-3258 1777 State Route 167 Fax:(309)879-3256 Victoria,IL 61485 Roof Diaphragm Chords Client: Crestline Custom Builders Client's SN: 8028+12 Williams JOB NUMBER: CRC09020 56 ft direction 1 Ridge Line Parallel 27.5 ft direction 2 Perpendicular Chord Forces Perpendicular Diaphragm Chord: 4104 lbs (Total Shear*Length(L))/8/Diaphragm depth(W) Parallel Diaphragm Chord: 359 lbs Connector Plate= M20 3x6 Connector Plate= 3 (inches width) Material:2x6#2 SPF Connector Plate= 6 (inches length) Number of fully effective members: 1 Tension= 1126 Ibs/inchlpair Load Duration: 1.6 holding= 167 psi NDS Design Ft= 585 PSI holding Increase= 1.6 NDS"E"= 1.40E+06 psi width b= 1.5 inches effective b= 1.5 depth d= 5.5 inches Chord Area= 8.25 Allowable Tension Load= 3378 lbs(area*Ft°1.6) Perpendicular Diaphragm Chord Requirement: �«. Option 1: 2 2x6#2 SPF chord(s)with M20 3x6 plate to both faces of all chord splices APPROVED E D B' Option 2: 1 2x6#2 SPF chord(s)with M18HS 3x10 plate to both faces of all chord splices Option 3: 1 2x6#2 SPF Fascia with 14"2x6#2 SPF glue block centered on each splice with 100%PVA glue contact and fastened with(12).131"x 3"nails or 7/16"x 2.5"x 15 guage APP, 2 4 70Q9 staples total. Parallel Diaphragm Chord splice requirement across marriage line: C1 Option 1: Strap Requirement=> ONE SIMPSON LSTA18 11 p Option 2: Use a 24"x 24"x 7/16"OSB Panel centered across marriage line attached with 100 psi structural adhesive with 80%coverage and same fastening as shear wall requirement. Note: When using top plates as perpendicular diaphragm chord,blocking shall be inserted between the roof sheathing and the top plates. It shall be nailed at the same spacing as the diaphragm boundary nailing and the block shall be doubled when required: Adequate toe-nails or other fasteners shall be added as required to connect the block to the double top plate to transfer the shear loads. When applicable see"Diaphragm Truss Connection"detail for alternate Toe-screwed connection in place of blocking. CRC09020 8028+12 Williams Shear Wali Calks EnpC 130mph 712 24oc 8fg via page t Robbins Design Services 4/8/2009 Tel:(309)879-3258 1777 State Route 167 Fax:(309)879-3256 Victoria,IL 61485 Client: Crestline Custom Builders Client's SN: 8028+12 Williams JOB NUMBER: CRC09020 Maximum shear at(V) 306 Of(at Gable End) Maximum Interior Shear(Vi) 252 plf(at 5'from Gable end) Truss Spacing 24 in Marriage Line Exterior zone Truss Uplift Load= 175 lbs Interior zone Truss Uplift Load= 160 lbs Strap Type: 1.5"x18°x26ga Cut Strap Tension Resisted by Strap: 517 Exterior Wall Shear Exterior Zone= 613 lbs Shear Interior Zone= 503 lbs Exterior zone Truss Uplift Load= 775 lbs Interior zone Truss Uplift Load= 743 lbs Screw Type: Simpson SDS 1/4"x 6"Screw Withdrawal(133/160)= 460 lbs/screw Lateral Load(160)= 352 lbs/screw Strap Type:Simpson MTS12 Tension Resisted by Strap: 860 lbs Marriage Line Total Number of Screws required to attach truss to top plate on Marriage Wall: Total Number of Screws required= 1 screws/truss in End Zone Total Number of Screws required= 1 screws/truss in Interior Zone Total Number of Straps required to attach truss to top plate on Marriage Wall with Truss uplift strap: Truss Uplift Strap End Zone=1.5"x18"x26ga Cut Strap 1 Strap(s)Per Truss Truss Uplift Strap Interior Zone=1.5"x18"x26•a Cut Strap 1 Stra. s Per Truss Exterior Wail Top Plate as Dia.hra•m Chord: Total Number of Screws required to attach truss to top plate on Exterior Wall: Total Number of Screws required= 4 screws/truss in End Zone Total Number of Screws required= 4 screws/truss in Interior Zone Total Number of Straps and Screws required to attach truss to top plate on Exterior Wall with Truss uplift strap: Truss Uplift Strap End Zone=Simpson MTS12 1 Strap(s)Per Truss Total Number of Screws required= 2 screws/truss in End Zone Truss Uplift Strap Interior Zone=Simpson MTS12 1 Strap(s)Per Truss Total Number of Screws required= 2• screws/truss in Interior Zone Structural Fascia as Diaphragm Chord Shear.Force End Zone= 291 lbs (From top half of wall) Shear Force Interior Zone= 232 lbs Total Number of Screws required to attach truss to top plate on Exterior Wail: Total Number of Screws required= 3 screws/truss in End Zone Total Number of Screws required= 3 screws/truss in Interior Zone Total Number of Straps and Screws required to attach truss to top plate on Exterior Wall with Truss uplift strap: Truss Uplift Strap End Zone=Simpson MTS12 1 Strap(s)Per Truss Total Number of Screws required= 1 screws/truss in End Zone Truss Uplift Strap Interior Zone=Simpson MTS12 1 Strap(s)Per Truss Total Number of Screws required= 1 screws/truss in Interior Zone APPRCNED BY APR 2 4 7009 •\A Li WIC CRC09020 8028+12 Williams Shear Wall Calcs ExpC 130mph 712 24oc eft wall Page 10 Robbins Design Services 4/8/2009 Tel:(309)879-3258 1777 State Route 167 Fax(309)879-3256 Victoria,IL 61485 1st Story Shear Wall Client: Crestline Custom Builders Client's SN: 8028+12 Williams JOB NUMBER: CRC09020 1st Floor Wall Height 8 ft Specific Gravity 0.42 4/if 56 ft direction 1 Ridge Line Parallel 27.5 ft il7 direction 2 Perpendicular Wind direction 1 Shear From Roof Diaphragm 2830 lbs Moment= 22640 ft"Ibs Shear Wall Length 30 ft Tie-Down= 755 lbs Unit Shear 94 plf direction 2 Shear From Roof Diaphragm 8423 lbs Moment= 67388 ft"Ibs Shear Wall Length 15 ft Tie-Down= 4493 . lbs Unit Shear 562 pif Wind Shear Wall Value Adjusted for Specific Gravity 8d Nall 7/16"Sheathing Nail Spacing(inches) Edge Nail Spacing direction 1= 6 in c/c Type plf edge field blocked: 308.2 6 12 Edge Nail Spacing direction 2= 3 in c/c blocked: 450.8 4 12 blocked: 579.6 3 12 blocked: 754.4 2 12 Seismic direction 1 Shear From Roof Diaphragm 308 lbs Moment= 2463 ft%bs Shear Wall Length 30 ft Tie-Down= 82 lbs Unit Shear 10 plf _ _ direction + ?� ° ° Shear From Roof Diaphragm 308 lbs Moment= 2463 ft"lbs BY Shear Wall Length 15 ft Tie-Down= 164 lbs Unit Shear 21 plf Seismic Shear Wall Value Act usted for Specific Gravity APR 2 4 2009 8d Nail 7/16"Sheathing Nail Spacing(inches) Edge Nail Spacing direction 1= 6 in c/c Type pif edge field blocked: 220.8 6 12 Edge Nail Spacing direction 2= 6 in c/c blocked: 322 4 12 blocked: 414 3 12 n INC blocked: 538.2 2 12 Shear Wall Tie Downs Required at each end of Shear Wall Segment Direction 1 Tie-Down Strap: Load(lbs) Quantity Simpson STHD14RJ 5785 1 RDS06153 Strap Detail 4158 1 Simpson STHD8RJ 3195 1 Direction 2 Tie-Down Strap: Load Ibs Quantity Simpson STHD14RJ 5785 1 RDS06153 Strap Detail . 4158 2 Simpson STHD8RJ 3195 2 Lateral Design Load of fastener: governing Unit shear 562 plf Type: .131"a 2.375" 120 lbs face nailed fastener alternate 1 governing Drag Strut Load 306 p11 .131"x 3.5" 110 lbs toe-nailed fastener alternate 2 #8 a 4.5"Toe4Screw 125 lbs screwed fastener alternate 3 Fasten perpendicular shear wall to shear truss or gable end shear wall and shear wall to floor band: Alternate 1: Lap shear wall sheathing onto truss bottom chord 3"with(2)rows of nails at 4 inches c/c Alternate 2: Truss Toe-nailed to top of shear wall with.131"x 3.5"toe-nails at 4 inches c/c Alternate 3: Double top plate screwed to truss bottom chord#8 x 4.5"Toe-Screw screws at 4 inches c/c CRC09020 8028+12 Williams Shear Wall talcs ExpC 130mph 712 24oc 8R wall Page 11 Robbins Design Services 4t8/2009 Tel:(309)879-3258 1777 State Route 167 Fax:(309)879-3256 Victoria,IL 61485 Glued Shear Wall Design (Perpendicular Wall ) . Client: Crestline Custom Builders Client's SN: 80281-12 Williams JOB NUMBER: CRC09020 House Area:Shear walls located at ends of house Maximum shear at(V)= 8423 lbs(at Gable End) Shear Wall Design Parameters Wall Height(h)= 8 feet Shear Wall Width(d2)= 15 feet Panel thickness= 0.4375 Inches Panel Type=8d Nail 7/16"Sheathing Panel Shear through the Thickness(Fvtv)= 57 lbs/inch shear resisting panel length Table 3.4 SP-16 NDS 2001 Cg Adjustment for Fvtv= 2.9 Adhesive=PVA Glue Adhesive Design Value= 100 psi Report AB96-41MH Abisko Manufacturing Shear Wall Chord Stud Material=2x4#2 SPF Stud width= 1.5 inches Stud Depth= 3.5 inches Stud Quantity each chord= 1 Stud Tension Value= 675 psi Stud E= 1.40E+06 psi Sheathing Load Duration Factor= 1 Shear Flow f=VQ/I Shear Flow for Diaphragm Boundaries at Diaphragm Chord Location: Effective Area of Diaphragm chord(A)= 5.25 square inches Wall Stud breadth b= 3.5 inches Wall Stud depth d= 1.5 inches T1 'IOWA ° Shear Wall Width(d2)= 15 feet d d2 180 Inches d1= 177 Inches T2 Q=Area°(y distance to O) Q= 472.5 in^3 O z d2 Moment of Inertia I=1/12(bd2^3)-1/12(bd1"3) t= 83640 in'�4 Shear Flow f=VQ/1= 47.6 pli 571 plf II0 Sheathing Shear Capacity= 165 pli 9984 pit T9 ( ap ci a Shear on Capacity= g ) 75 pli 900 pit APPROVED tY ® b C\ Adhesive ca aci based on 50°r6 covers a Wall Sheathing Studs at Shear Wall Edges Check Shear Flow f<=to the minimum of the sheathing or adhesive capacity:OK APR 4 Zt�Q Shear Wall Maximum Moment(M=V"h)= 67388 ft-lbs Shear Wall Chord Tension/Compression(T=M/d2)a 4493 lbs Unit Shear(v)= 562 plfx Check Shear Wall Chord Capacity: LDF for Chords= 1.33 `' Allowable Tension a 4713 lbs OK Check Shear Wall Deflection: Deflection(Vh^3/3EI)_ 0.021 inches Attach Sheathing to all wall studs with adhesive coverage of 80%and 7/16"x 1.5"x16 gauge staples or.113"x 2.375°nails at 3"c/c at all panel edges and 6"c/c in the panel field area. In place of lapping sheathing 3°and attaching with adhesive and staples as specified for the shear wall: #8 x 4'screws required per foot to attach bottom plate to floor band rails= 4.50 Screws/foot .131'x 3.5"nails required per foot to attach bottom plate to floor band rails= 4.28 Nails/foot SDS1/4"x 4.5"screws required per foot to attach bottom plate to floor band rails= 1.67 Screws/foot CR009020 9029+12 Williams Shear Wall Cafes ExpC 130 mph ph 712 24oc BR wall Page 12 Robbins Design Services 4/8/2009 Tel:(309)879-3258 1777 State Route 167 Fax:(309)879-3256 Victoria,IL 61485 1st Floor Diaphragm Client: Crestline Custom Builders Clients SN: 8028+12 Williams JOB NUMBER: CRC09020 1st Floor Wall Height 8 ft "a"= 3 ft Floor Joist Specific Gravity 0.42 Wind direction 1 56 ft —� 1 2497 27.5 ft 874 !lIl Ili I.IMIIIIIIIIIIIIMINIE 5808 874 direction 1 direction 2 From Shear Wall 2830 lbs From Shear Wall 8423 lbs V= 4585 lbs V= 11844 lbs Vmax= 82 Of vm.= 431 plf Chord Force= 201 lbs Chord Force= 1665 lbs 10d Nail 19/32"Sheathing direction 1 APPROVED . Diaphragm Nail Spacing(Inches) Boundary 6 in do if 6 i ��` e"_1�° Tpe .If bounds ed.e field Edge 6 in c/c ■ blocked: 411.7 6 6 12 i blocked: 547.4 4 6 12 direction 2 APR 2 4 2000 blocked: 823.4 2.5 4 12 Boundary 4 in c/c blocked: 940.7 2 3 12 Edge 6 In c/c 4 if E Seismic !' 56 ft —fl direction 1 572 lbs—e 27.5 ft Jr direction 2 572 lbs direction 1 direction 2 From Shear Wall 308 lbs From Shear Wall 308 lbs V= 286 lbs V= 286 lbs Vm„,= 11 plf vm„,,= 22 plf Chord Force= 54 lbs Chord Force= 224 lbs 10d Nail 19132"Sheathing direction 1 Diaphragm Nail Spacing(Inches) Boundary 6 in c/c T .e .lf bounda ed.e field Edge 6 in c/c blocked: 294.4 6 6 12 blocked: 391 4 6 12 direction 2 . blocked: 588.8 2.5 . 4 12 Boundary 6 in c/c blocked: 671.6 2 3 12 Edge 6 in c/c Diaphragm Chords Governing Chord Force= 1665 lbs Load Duration Factor= 1.6 #of Rails Width Length Area Ft 2x10#2 SYR 1 1.5 9.25 13.875 575 12765 lbs OR CRC04020 8028+12 Williams Shear Wall Calks ExpC 130mph 712 24oc 8ft wall Page 13 Robbins Design Services 4/8/2009 Tel:(309)879-3258 1777 State Route 167 Fax:(309)879-3256 Victoria, IL 61485 Sill and Pier Connections Client: Crestline Custom Builders Client's SN: 8028+12 Williams JOB NUMBER: CRC09020 31 lbs Sill Plate to Pier I Governing Shear at Sill Plate= 67 plf 269 lbs --* Overturning Moment at Sill Plate= 8 p11 4" Pier Spacing= 4 ft • ► Shear per Pier 269 lbs T/C per Pier due to overturning moment 31 lbs j Sill Plate SYP Shear. Withdrawal Fastener: 1/2"x 7"Anchor Bolt w/2"Diameter washer and Nut 656 1648 lbs/Fastener Fasteners per Pier= 1 Interaction Equation 0.31 <=1 OK Pier Design (LFRD) 430 lbs ®' 44"► T APPROVED BY 48 in APR 2 4 2009 • a, Rebar= #4 Rebar per pier= 1 Area= 0.20 in2 Fy.= 60 ksi Shear and Tension Resisted by Rebar= 10800 lbs Shear in Rebar OK Moment= 1722 ftlbs Strip of Concrete in Compression= • 1 in Tension/Compression= 5904 lbs Tension in Rebar OK Area of Concrete= 16 in2 fc= 3000 psi Strength of Compression Block= 30600 lbs Concrete OK Required Soil Bearing Capacity= 574 lbs/ft2 minimum For Continuous Crawl Space Foundation Wall, Space Rebar at 4 ft c/c CR009020 8028+12 Williams Shear Wail talcs ExpC 130mph 712 24oc 8ft wail Peg,3 14 Robbins Design Services 4/8/2009 Tel:(309)879-3258 1777 State Route 167 Fax:(309)879-3256 Victoria,IL 61485 Lag Screw to Sill Plate Option in Place of Straps Client: Crestline Custom Builders Client's SN: 8028+12 Williams JOB NUMBER: CRC09020 Single/Double SYP Sill Plate = 704 LBS/screw Single Sill Plate Required Tie-down force= 4493 LBS Total#of 3/8"Lag Screws for Single/Double Sill Plate=7 A30°I Total#of LSTA18 Straps=4 3/8"x 7" GABLE END WALL Iri^ i4 1/2"±1/8" ` l I 1 1 I LI---Total#Simpson LSTA18 Straps Attached 'a I 1 i i i 1 i l with(14).148'X1 1/2"Nails Applied Directly I l i . . . . t o Studs and Ed.e Rail Each Strap Corner` 1 I \}3 i l Rim Band _ _ i' '41 .1 0 ® 0 0 r'' '. Rg'�, yy.�. F i x t�.i'v § Yt1 F I. 4 W 4,....., E i 1 Sill Plate Double SIR Plate to® x'10" _ 5/8"x8°Anchors 300 APR 2 4 1009 28"to 30" 18" 3/8"x 7" ;'''''Start 8"from Corner then 4"C/C with 6 Screws MAX PER SIDE. 4224 LBS°° ',' No F 1 ,, ti _ Total#Simpson LSTA18 Straps Attached '"t "r in 3 314"t 1/16" t with(14).1485x1 1/2"Nails Applied Directly . i 1i 1 _ _ t o S t u d s and E d g e R a i l Each S t r a p ---®i i i ii r 1 l►� 1, SIDE WALL Hi `: i ∎'�=- r Rim Band i 1 i ijt'11f1 GABLE END WALL 1 ii 1/k�t4l Sill Plate--,t, 1 i , '"'STRAPS SHALL BE NAILED TO—, .4-3.. STUDS OR GLUE BLOCKS.** 5/8"x8"Anchors 6"to 10" 18" 28"to 30" "STRAPS&SCREWS SHALL BE PLACED TOGETHER"" End Sheer Wall Tie-Down Straps(Stud to Rim) . Field Installed Toe-Screws Perimeter Side Rim Bands ►_. _/ I t,I Perimeter End Joists I;i e B fl o o o _l.-.r a MAia(1)Pressure Treated Sill"(NO SPLICE WITHIN 48"OF CORNER)" ARfn.9P'"RebartvM210EndHookFirstAnchor • a 4"xF"x16"Solid Concrete Bloch,or0"xt'x1G°Hollow CMU Filled wiCono. 6"to 10"&Second Anchor 28°'to 318"from •� --9)...Rlwt min.1)2°Reba!'In Each Coll only as required Corner,then 48"0/C Outside Comer Area. (•^ Min.518"x8"Anchor Bolt wl2"x2"x118"Washer.First Anchor 6"to 10"& ��.'.}! Second Anchor 28"to 30"from Corner,than 48"01C Outside Corner Ares, Brick or Block Curtain Wet • ® 8"x8"x18"Concrete Block Piers,"°Fill Cells Solid'° -r._ _ _. 24"x 10"Concrete Footing Continuous CRC09020 8028112 Williams Shear Wall Calea ExpC 130mph 712 24ec att wail Pagel 6 D ...2 1;0,TI-i P r,),,,, 4, 044v. NI0R t 4 Nt)?: O 'T 1 vi.e. , ,A• .‘ opne,t3.-4-----t- -, ..,N i ,LA.* ..ION t:•,„, 00111iffifif, 2A-AYs 1y* oar wok ss-w--- Dag \ Ay_. #1.4 .j9I--t.gsgOtar;..■0'"".."'.'.'.-.;'°''.''.'.'"''.".'"'.,o:- .. . .,-,.. c - .rs-oss- B.-- ,4,. 0•C• DW 1/12 - ■,„ w-br 41/40,,,m,0,0, wro 1, , A 42 s,10.i.,1, _cl v 4* Ili ri3 rfrit / 10 '---, ti•A ,Ar,-.. Ael tre ,, at,„,„, Itt _ * Cisi ,.■ , , „1, Tow° . .„ ■I■ 0 1_, /2,s ""..... ;* iv.7.174 .4fos Ci ''' '' A I r,-,11- (VVrortrt,.S° / , % >6. V/1 . : .. '..* Ti, P.," yo OP i / Bt 1 1,e,,,,..i' .,;).•2- \ ..... , , 2,,, A.? V-1 ‘ A t (> In 01: --- n icic.......7 ss/ '4 Ciii os.,le,, e——-k ...................................... •s" — Do144 I ,,, 0; Ctp_tit..1-- s j ......... ..•••""-'-'‘ , --,, t sliol — — v. t / ................:50:2 /r",,, , \ sts0.°"4Ifti ,, 0 ,, --,,, .......... t. ?PSG"1 / 013/46 1°6 / I Ipotia I • V1 I -1. --4. I •i• I ,.• ...J . ...r,"- --*- ' ,6 0 „rim* 4,.., 11% --.5;-goo . . ,. ii ..,... <31 -V-s?. ,..A1 0 ■ igl 6o.\ Ig'°!= '*"4. AS vi..,* r..-......,..." 9;,..... ,v A ■'''''''r''''... 1 .-3-177""-Nabs ----"P; .01 \ 1,-7- .1-•--- ..,,••••• ' ' ' ',5•••A,,,••• .4* tl 0,-2Y 4, S' -tottl. 0 lor, ,.. --- %.,,, . , „-- . . 4, .0 ...., -- „,,. , ■".-- ', ?,,,,,.; 0 ii).,,,,, , ,1, ce _______,------, 1 —4 .........?.................L......•°1 0 3664 W-Ar q is,Vi ' C4-Ilr. 'Vs' W JX. ' 'Ca AA 3- , 1,',...,6 •>"•'IIIIP _____ 'eV -,7.0 e0';'''''''' ../....,, , _ _ , ,..;1-,....• ,..,_„..,..., --,...-',o4r'--- riptivrio mg ..^;01.143 .V,i t pip ‘. 01 Q ":::-... 4,0 41 --,cji ( ..„ i 0.-„... „„._ ....0 ....\... 4. , .,\ -r IN0,- , 1... p Ps• uldo 080.F; ,., ( leA0C1 pixel owcfru, s, 41 , 0,, 1-- 4.>, .67AiGit,C"-- .‘,.„—c• 1402 Jones— Charlie Williams "7'2 1-01 4-0 N',kt_ ,` 09-032 3 I visited this job yesterday afternoon, Monday 072009. The only deficiency was the Co—construction entrance. The stone is not 1 '/2 to 3 1/2 " as shown on the plans. It appears to be smaller 1 1/2 " stone. I will revisit this job on Monday, 072709. While this stone may remain on the back portions of the Co, the first 10' of the Co closest to the road pavement must conform to the required size as shown on the plans. Provided they sweep the stone daily back onto the Co, work may proceed at this time. I e Machine ■ noticed e :&S installa 'ons so stopped an., ev1- ed them. Same c• me t as at 14 ;2 Jones A enue. I !ill revisi he site c day. Provi•-d they , e-: he stone dail - onto the Co, wor may proceeo is time. 1 7/2_. .a V,,.,-„' fit.. _ a - `4,0%* -4••t �}. JzJJk• k - l � ` . � } ' '•; I/�,� 4�� `� „ III l' `IiI �`77 1`IIIdI( 1 { ; ~ lts \06919588I-a FOR A«oM.P.la ° v tI toi, 4, , . . .‘„,...: . 1 , ‘,.,,,,,,_.,:,_ . --(1.,.."--3:'' , -N i . ., : . . . . : 4\ , '', ..,.' r 4 3 G 06919 88rI ! ' _ 7 �{ 1`, 7 -. � Er.:\ n_ l r = , A ; S i . .:' '''' 1, - " ii, . . I . - .iiiirt, i ..... ... . . _ .. .,.. • 4,.... . ' .' ,i.. : ,ii„.. . . ... ,•8.• t., . • , --,,,,lparitikir:,..,,.. . ,. „,.1/4 .`.--.7 '..;'7-',.' : 4,0pre -1' -_,,21. .. ......." -, _. ,.. I 4 4 . , 4" ,� i. + ". y, • . a' ' . . '1 -i ..O.• m-=/ ` �� r`F, F"-,'F A`.- ,1 y ,•:....,. • ky 5 t. ,4.... !, ,,,' r. e7,1 ti.,..4 Pf.,,,,,,,i1./.4, ,1,.**";,* ' - ",-; ' ..,_,4, ''1. '...A.'IrwA .. /6-.'" - ' ' '4.4 -i t! ' r '74;fiT'P V::7.:b 3 114‘‘Ili 41 Ab.'"*"."'3114441\7:4*................., y \ . .... . . i I if I. ',".''..412,I.4z.,;71*::.: -4. "111114 Ammo"' _ , A w _ ,. ...—- " 't�r14 . �:` °' "* •, �,,,...� a , - te e . Y d 1�1i vo.. .. l kp.7t. y� �,� rte; ` k fit 4 +` s ▪ .! r• te. a� j_ - A, i �y.>� h / i (\--) ... , ' . i:ol I ... .. . o ■L ' \ \-, \ , . , o -,.. ■..}n ' Ii... 1 . . ' . , , . . ,., ., . .), . , .. , . . .. . . 1 • . !..,. .. . . . . . .. ,. .. , .. . . • 1*.& \LIJ,N (0 ., . ........_..... ., ... .„5., LO1 .7.) , '' .:' :.'. ',..'..'.•:,...:::'•''.....•'..;Z•.'.'i.' '''. ■ I. • ., ..,. hilik , : , I :1 , N i ■; .. 'l . ,•i • •`s , ,• • . '• -•l'A■i:•:,:i''''''',,,Ai'''''''''• ... . ,. . DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisenoinc a(�bellsouth.net i ` , INVOICE . June 24, 2009 Invoice#2090350 it"° Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island,GA 31328 Phone (912)786-4573 Fax: (912)786-9539 RE: 1402 Jones Avenue 06-09-09 0.50 hours Site visit and plan review 0.50 hours @ $175/hour = $87.50 Total Due ' 2 2 0- 5 2-1202 (-D 9}:m O ( , 3o ' P • -4-s Ai) '° r V1. DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352-7787 davisenginc(a�bellsouth.net June 24, 2009 F L k i Diane Otto, Zoning Administrator City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Ph: (912) 786-4573 Fax: (912) 786-9539 RE: 1402 Jones Avenue for Charles &Woody Williams Dear Mrs. Otto: We have reviewed the plans on the above referenced site by Boswell Design Services received by the City last week. This review is for drainage improvements for development of the site. Any comments related to setbacks, density, zoning, trees, etc... are for consideration only by City Staff involved is such reviews. We have not attempted to duplicate the work of the Planning Commission or City staff. Please have the onsite supervisor contact me prior to BMP installations. The silt fence will need some adjustment along Jones Avenue. To the best of my knowledge and belief, it is my opinion that this drainage plan will meet the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project Sincerely, Downer K. Davis, Jr., P.E. President 2090350C 0 (o • 24- 0 9 R a) HYDROLOGY REPORT FOR 1402 Jones Avenue Tybee Island, Georgia FOR Charles and Woody Williams P.O. Box 484 Tybee Island, Georgia 31328 May, 2009 _ ir_k��.��ST E'c 411 g No.282 o* PROFESSIONAL 18-09 ' �NGINE�Q- 'yam Eh�„`Bosh' ROSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 912-897-6932 LAI-10E1S J9ELL DUUTH NET Lie e I ' { HYDROLOGY REPORT For 1402 Jones Avenue Tybee Island, Georgia PRE AND POST DEVELOPMENT SITE CONDITIONS The site is currently vacant and the ground is generally flat with slopes between 0 percent and 2 percent with few trees. The proposed project will be the construction of a residential structure. The total site is 0.10 acres with the disturbed area being approximately 0.07 acres. The soils in this area have been classified by the Chatham County Soil Survey Map as being Cuc (Chipley-Urban Land Complex). The soils on this site have not been field verified. ANALYSIS METHOD The Rational method was utilized for the analysis of the post-development runoff for this site. Hydroflow Hydrographs software was utilized to perform these analyses and for the purpose of sizing the retention device. The analysis was performed utilizing the following data: DRAINAGE AREA PRE-DEVELOPMENT RUN-OFF COEFFICIENT = SEE EXHIBITS POST-DEVELOPMENT RUN-OFF COEFFICIENT = SEE EXHIBITS IDF CURVES = SAVANNAH HYDROGRAPH GENERATION METHOD = RATIONAL PRE-DEVELOPMENT SLOPE = 2 % POST DEVELOPMENT SLOPE = 2 % TIME OF CONCENTRATION PRE-DEVELOPMENT = 5 MINUTES TIME OF CONCENTRATION POST-DEVELOPMENT = 5 MINUTES The proposed project is to be cleared of necessary trees and stumps to make way for the new structure. The resulting increased runoff,which is encountered due to new impervious area is displayed below: RUN-OFF RATE (25 YEAR STORM) PRE-DEVELOPMENT RUN-OFF = 0. 1 6 CFS POST-DEVELOPMENT RUN-OFF = 0.35 CFS TOTAL INCREASE IN RUN-OFF = 0. 19 CFS New storm water run-off will not be allowed to migrate to other properties. Cw Calculations Hydr®,'raphs 1 2 Legend a Runoff • Combined Channel Reach • Diversion Idir Pond Route Project: WILLIAMS-HYDRO.GPW IDF: SAVANNAH.IDF 2 hyd's 05-18-2009 Hydrograph Summary Report Page 1 Hyd. Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph No. type flow interval peak period hyd(s) elevation storage description (origin) (cfs) (min) (min) (cuft) (yrs) (ft) (cuft) 1 Rational 0.16 1 10 7,123 25 — — WILLIAMS-25-PRE 2 Rational 0.35 1 10 15,100 25 — -- — WILLIAMS-25-POST Proj. file: WILLIAMS-HYDRO.GPW IDF file: SAVANNAH.IDF Run date: 05-18-2009 Hydrograph Plot English Hyd. No. 1 WILLIAMS-25-PRE Hydrograph type = Rational Peak discharge = 0.16 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.25 Intensity = 6.59 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 143 Total Volume=7,123 cult 1 - Rational - 25 Yr - Qp = 0.16 cfs 0.20 0.15 _ 0.10 0.05 - 0.00o 5 10 15 20 25 Time (hrs) d Hyd. 1 Hydrograph Plot English Hyd. No. 2 WILLIAMS-25-POST Hydrograph type = Rational Peak discharge = 0.35 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.53 Intensity = 6.59 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 143 Total Volume=15,100 cult 2 - Rational - 25 Yr - Qp = 0.35 cfs 0.4 0.3- co CY 0.2 0.1 0.0 0 5 10 15 20 25 Time (hrs) / Hyd. 2 L Swale Cd file ul"lions Worksheet for WILLIAMS-SWALE Project Description Friction Method Manning Formula Solve For Normal Depth input Data Roughness Coefficient 0.025 Channel Slope 0.2300 % Left Side Slope 4 ©j ft/ft(H:V) Right Side Slope 400 ft/ft(H:V) Discharge 0.18 .ft3/s Results Normal Depth 3.04 in Flow Area 0.26 ft2 Wetted Perimeter 2,09 ft Hydraulic Radius 1.47 in Top Width 2.02 ft Critical Depth 0.17 ft Critical Slope 0.02175 ft/ft Velocity 0.70 ft/s Velocity Head 0.01 ft Specific Energy 0.26 ft Froude Number 0.35 Flow Type Subcritical GVF Input Data Downstream Depth 0.00 in Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 in Profile Description Profile Headloss 0.00 ft Downstream Velocity Infinity ft/s Upstream Velocity Infinity ft/s Normal Depth 3.04 in Critical Depth 0.17 ft Channel Slope 0.23000 % Critical Slope 0.02175 ft/ft Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster [08.11.00.03] 5/1812009 5:47:55 PM 27 Siemons Company Drive Suite 200 W Watertown,CT 06795 USA +1-203-755-1666 Page 1 of 1 VkiA1ii PRAVIAWEST. .*'"• As. : • ,, '- •• • 1 301:1 ft . ... .,• •. „ . , . -,46%6' • • , , . . , . . . . ., 5 , •n , . .,t- 0., , ' , . . vf._ . , ILI . , ZS Nc. , %CP' V tte, 136i '.N. ' '''''S .;:r , , - , : . • - _ 1.1 0. . ; . . , A" rr) iepi. , . . . , . . , . „ . v , • . . .e. Tybee • • Creek •, . - dit4. - til.t0e:o.'0, . ' - • . " ," iv-A Ve , / ' 4t is . .., . f . , , • Slotlei. • 4.fre- i• • • 1,,,,ififi S't• '1! . . v, ;, ,.• . . . i 2C9 reapCuest Irc. t - Map Data '7...Zi 2DO9 N AV IF 0 or Telf:Artaf; FEMA )NE.AE' -.5, ,� - i �•' s , ! !°,• 1�•,aF4 e r am 'f`v i�'1��1� ZONE Ar- • r Z2Ty r .,� T ", •j�I : �r ;-,,.' 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'ar. ei, :• ,, ' • . ° FIRM .y,,, ` ° - 11..ikt.••»•: . ,•�^'` ,• ' 1 �.., FLOOD INSURANCE RATE MAP•ss�sssss B 0•�'•�� �i • ?� +��-'t � ,,� js.� �^ , '`,�•�i;i;:' e n.del CHATHAM COUNTY, y : s , STRAND AVE r/+�': '• #,:s',, 140i..s � ., �. ;� ,ar A d . , a ;, GEORGIA e • •-• :, y��':• ,4-4.7,•• ` Nit 91�;" .11/4 +�,s��• r.d a ap�••.,.211:40.0.1...•.:.:�� •"� 1 III AND INCORPORATED AREAS x .4.-6.......,k..°44,!;4.1'.44". :ors. •((, •.1 ZONE:AEA.; �, .-.°° t+ •,;•,..:h.;.,� .,,;:, WI WI a'r'° '•.•'.0."i.'`-:∎.1.`; ,f t ,•irt 1r q • ,»,•,< • •r.r':•.•:•.•.•:..•:•• . W PANEL 326 OF 455•I °ter .'" -' 1 ��•• 'r.;:.• • • ti' g:.•°•' . . " rill'•I ,r!�°° •;•;«;s ;T®=�rj 'D° tl:wya�t� I�•`.•. • :• : ,f„• � ! , ;• ••,•; ^„i oil (SEE MAP INDEX FOR FIRM PANEL LAYOUT) f 6 d�•.. '�.•°y: •* 1�•L��r •�' ° . . � , ,.. .•..rye , QII CONTAINS' 1 4” i'GtB . •.'Z• 1'41".1(/1' .• .°:1,1:* S:14/°.•'•••.•••.'.11 P w.,. COMMUNITY I ''''''..".14.64.4:''..,•.`ty� '4. .: '' • ,f. •'`.,�� a ', • '°. a R '~"�ZOF NUMBER PANEL SUFFIX II. 4- Q �',�„ ' • ! • r CHATHAM COUNTY 130030 0326 F•` `. "-• `* • •°y �p QI �a '� :• • 't'''''''•r= "� (E till TYBEE ISLAND,CITY OF 136164 0326 F •... "'ti. ALLEY ST •.::to '.e,,0., •°•:� '` .4..•• .>�4I.•. ••• ZONE ' ' I _ i,.t{i:• x e:°!1::..."r[ •,a. ,`•�'.4,1-1.',.01.0:0•.,.•O, i ..J,'...'ri'Fi 4, ° (EL 1 Zr ;.��2�:v. ��.-:b 'J sr • `•�.+ o .-'-° V pull an •e,.4 4 1.": .r < :'r,� •,.•,•� s , •. 'ONE VE.-:--• (EL 1�) ® NOTE• ' r,.,..,,,A�° . ds �_.•. ' °, , ,°,•,° (..-., THIS MAP INCLUDES BOUNDARIES OF THE COASTAL BARRIER ° �6•c, • d Ne• 2'A}y' ,'•'t'V 4`-• •• •• •°•' { �, EL 16 ®I BARRIERCRE3 URC S ACTS FS 1982 AN OR THE SUBSEQUENT ., •" t,+ ,•y A.-•i'..•�N • e� •' (^( .)_�•••••'•':°''• BARRIER i •,:+°�+'� °•d4t ' N,�•,,,„,•AAA•,•f •t•:"7i.�'h' N rj�°°,...tAS�• fit• �,..i •!'. .•� III• i = , t •,• •-'1–'.. '' •'`•r" :/ ZONE VE':=` -�' ' :•I la should to User. The Map Number shown below : A.....10••.'T `+t{, •• ,.G••.1,. r •'•'' should be used when placing map orders; the 1 '' 1 •. 'TMCLEND7AVE .•,�.,tts. (EL 15) ....' . •..`.,. III I Community Number shown above should be ,6••Pti . 3 lP�r. �{ r.. BD used on insurance applications for the subject 7a'` . it community. I S- •;'r •. i` Y •: * gam,,, • i 1gT=.;+Y•y.:••441.".4.,...• • •.i ok4A�1F�� MAP NUMBER• ' > :;f:�:°ypt.f.!f ' , •®� U,9, 13051C0326F•��.°• ' . 'a"'. : _ �• :�: ": :' µtrio°�;•,. • �' '�:• '' . � EFFECTIVE DATE•1 ,' �,ZONEAE•",� ;�' ,`hs .•,•:.'� ;✓"•"°' ay �y�i qND 5k SEPTEMBER 26,2008• •'� • OCEAN FRQNTr'RD' ifs•��:•: ' '' ELw13) ,.'1�r°2 •jk;•''�'. `!"' Federal Emergency ManagementAgency•• j °• °., `i" t':`�4a+Ij•^ �;'•••••••;•,•° This Is an official copy of a portion of the above referenced flood map. It 1 '°'i • ' 8Th •• ' ATLANTIC OCE was extracted using F-MIT On-Line. This map does not reflect changes • ° _ • •r,*► •ST.....?!1: 5 . ° ' or amendments which may have been made subsequent to the data on the '• •'•'a ° ! ae J r ;� title block. For the latest product Information about National Flood insurance _• . . Program flood maps check the FEMA Flood Map Store at yv+va.msc.fema.gov Soils 1 Soil Map—Bryan and Chatham Counties,Georgia 'V 'co t b W b w 514110 514120 514130 514140 514150 514160 514170 514180 514190 514200 514210 31°59'45" g 31'55 45" g ° o ° 0 ,.fin , m 44iii tl m g if in ro co o) \ m r , , 0 .___,` ri • \��\ J o o co 40 M i; I. AI M 0 co 0 M r` �, to Lo • r .$ m °v M t IV* 141411Willk 1. 31'59 43" tl r. tl �_ 31°59'43" 51'110 514120 tl 514130 514140 514150 514160 514170 514150 514190 51'200 51 210 a Map Scale:1:524 If printed on A size(8.5"x 11")sheet. N w In Meters 5. 0 5 10 20 30 5 Feet 0 25 50 100 150 `j 7F1':, Natural Resources Web Soil Survey 2.2 5/18/2009 m.1 Conservation Service National Cooperative Soil Survey Page 1 of 3 Soil Map—Bryan and Chatham Counties,Georgia MAP LEGEND MAP INFORMATION Area of Interest(A01) azi Very Stony Spot Map Scale:1:524 if printed on A size(8.5"x 11")sheet. Area of interest(A01) If Wet Spot The soil surveys that comprise your AOl were mapped at 1:20,000. Soils A. Other Please rely on the bar scale on each map sheet for accurate map Soil Map Units measurements, Special Line Features Special Point Features Gully Source of Map: Natural Resources Conservation Service (a Blowout rL Web Soil Survey URL: http://websoilsurvey.nres.usda.gov .. Short Steep Slope Coordinate System: UTM Zone 17N NA083 ® Borrow Pit es e Other Clay Spot This product is generated from the USDA-NRCS certified data as of >,<- Political Features the version date(s)listed below. • Closed Depression Cities Soil Survey Area: Bryan and Chatham Counties,Georgia x Gravel Pit Water Features Survey Area Data: Version 5,Dec 21,2006 • Gravelly Spot Oceans Date(s)aerial images were photographed: 9/5/2007 • Landfill Streams and Canals The orthophoto or other base map on which the soil lines were A, Lava Flow Transportation compiled and digitized probably differs from the background +44. Rails imagery displayed on these maps.As a result,some minor shifting k. Marsh or swamp of map unit boundaries may be evident. Mine or Quarry Interstate Highways p Miscellaneous Water US Routes Perennial Water Major Roads v Rock Outcrop .v Local Roads + Saline Spot Sandy Spot Severely Eroded Spot • Sinkhole Slide or Slip izr Sodic Spot Spoil Area t) Stony Spot USDA Natural Resources Web Soil Survey 2.2 5/1812009 ' Conservation Service National Cooperative Soil Survey Page 2 of 3 Soil Map—Bryan and Chatham Counties,Gec Map Unit Legend Bryan and Chatham Counties,Georgia(GA613) Map Unit Symbol Map Unit Name Acres in AO1 Percent of AOI 1 Cuc Chipley-Urban land complex 1.1 100.0% Totals for Area of Interest 1.1 100.0% )SP\ Natural Resources Web Soil Survey 2.2 5/18/2009 Conservation Service National Cooperative Soil Survey Page 3 of 3 SAGIS "4.4 -vim , r... 52 . in,--,4„, f 756.j - 4:4 rs 'i f yoj ,rry i irk. .J fyB f 7;. 40 i - ..i k .......1 1 _1 6.11 Ail Fti G — el �.,a t"7 1Y" f 7 _s 'w IN.:. , 1 :,J (7 be • ,1 z t,1 r) 5.2 jillill‘ . 1-1.E..... , _ ..,, ,.. 1 4,1 1 ;t u, F."1 eiCi _ a _.ri Uri t e f 9{�i 1 ! 0 5.1, • .._ Ll S., £a; -A. j+ P� �" •p) Peipl -:.� . A. L.. •a — WI 1 fc-4 f C 004 APPROVAL PLANS I \ D E X CRES TL 1 NE C US TAQ 1 adikagReff7pLAWHE STD l0-qq AND THE IOC •?NE AND TWO co ci SHEET DESCRIPTION G A , B , I L 1 I \ G 1 ffAr.y(rivp .unir, o E . DTION a 7 en CODES: L 0 INDEX AND CRITERIA SHEET GEORGIA STATE MINIMUM ONE AND TWO FAMILY DWELLING CODE - 2006 EDITI❑N WITH GEORGIA 2007, 2008 AND 2009 AMENDMENTS tLI to + GEORGIA STATE MINIMUM STANDARD PLUMBING CODE - 2006 EDITION mg...2g a 0 SITE INSTALLED DATA & SERVICE DISCONNECT WITH GEORGIA 2007, 2008 AND 2009 AMENDMENTS N o GEORGIA STATE MINIMUM NATIONAL ELECTRICAL CODE - 2008 EDITION Z ><CO WITH GEORGIA 2009 AMENDMENTS 3. 0 R E S c h e c k GEORGIA STATE MINIMUM ENERGY CONSERVATION CODE - 2006 EDITI❑N o WITH GEORGIA 2008 SUPPLEMENT AND 2008 AND 2009 AMENDMENTS co In OTHER DESIGN VALUES: 4, 0 ELEVATION 3rd Party ROOF LOADS: DESIGN CRITERIA: W Approval 30 PSF LL ASCE-7 05 Stamp: 10 PSF DL 5, 0 FLOOR PLAN LAYOUT 7/12 ATTIC LOADS ONLY: CC UJ CONSTRUCTION CLASS. : VB, UNPROTECTED 20 PSF LL NON-HABITABLE ATTIC FLOOR FOR STORAGE 0 5. 1 FLOOR PLAN & PLUMBING FIXTURE SCHEDULES BUILDING OCCUPANCY: RESIDENTIAL 9/12 - 12/12 ATTIC LOADS ONLY C.) DESIGN WIND VELOCITY: 130 MPH 40 PSF LL HABITABLE Q FIRE RATING OF EXT. WALLS: 0 hrs. ATTIC FLOOR WHEN APPLICABLE C3 6. 0 ELECTRICAL LAYOUT DESIGN FLOOR LIVE LOAM 40 PSF LL WIND LOADS: _ 0) CD SEISMIC DESIGN CATEGORY: D2 EXPOSURE C 6, 1 ELECTRICAL SCHEDULES NOTE: P. E. SEAL, AND/OR STATE SEALS r.APPLICABLE: ATTENTION LOCAL �a�'` = ' ' . .1=D INSPECTION DEPT. ,t-- ;art,, i AIR ADMITTANCE VALVES �I` ,,`'" 5` `` 7. 0 SUPPLY PLUMBING �.v j \-4 :A 2 HAVE BEEN PROVIDED FOR 1%' h i'l �� _, C_ SITE-INSTALLATI❑N. THEY j� vP PR 8. 0 ARE TO BE INSTALLED AFTER APR 4 20 � Pn �,( � �! I �i ,r, DWV PLUMBING THE FINAL PLUMBING TESTS n � y �: ' {'� - ARE PERFORMED ON-SITE. '` f REVIEW FOR CODE COMPLIANCE. P C`�';`'' J in EverYrtler.tikkbeln made to identltyF❑UNDAT ION PLAN & NOTES —17. cede vte atlons, no oversight by the i^ 8 reviewer shall be corAtuod as authority NOTES: -, to isiate C cancel, alter or set aside ATTENTI❑N LOCAL INSPECTI❑N DEPT. PLAN: N/A PLANT: N/A �g 1) SET-UP INSTRUCTIONS FOR OUR MODULAR �� ° ®IrPlk�iri r�dea or ordinances.The H V A C LAYOUT HOMES ARE INCLUDED BY ATTACHMENT TO m' . a review and permit shojid not be construed 1 4-9-09 �. re a warranty permit or guarantee. THESE PLANS. ANY PLAN SET WHICH DOES FLOORS: DATE: E NOT INCLUDE AN ATTACHMENT ENTITLED: 2 Reviewed1 y 1' Date Cl2),,/pg CROSS-SECTION "MODULAR BUILDING INSTALLATION v ou INSTRUCTIONS HOMEOWNERS MANUAL' ARE MODEL: 8028+12 illiems oMO�. INCOMPLETE. SEE THE X-SECTI❑N FOR ALL �c,%_,. c SEE REQUIRED PAGE NUMBER REFERENCES. •�z CRESTLINE CUSTOM BUILDERS, INC. cN�,t SHEAR WALL CALCULATIONS 2) THIS UNIT MUST BE CONNECTED TO A :.:. a SHEAR INDEX PUBLIC WATER SUPPLY AND SEWER 5880 CRESTLINE RD. cA�.n LAURINBURG, N 28352 `c' SYSTEM IF THESE ARE AVAILABLE. PHONE: ( 910) 2M-0195 i;.)— 3) THIS PLAN MAY BE FLIPPED END-TO-END. 4) THE STATE LABEL IS LOCATED ON THE "An Approved Set of Plans Must ELECTRICAL DISTRIBUTION PANEL COVER. WATS: 1-800-772-0195 . SHEET 1 OF ## Remain on Job Site at All Times" SHEET 1, 0 1 721 ATTENTII\ LICAL_ I \SPECTIINS 3EPART .E\T THE FOLL❑WING ITEMS HAVE NOT BEEN COMPLETED BY NOTE: CRESTLINE CUSTOM BUILDERS, HAVE NOT BEEN INSPECTED 2" CONDUIT TO BE SUPPORTED :into N BY NIA, INC. AND ARE NOT CERTIFIED BY THE WITHIN 3' OF BOXES AND AT ct *; en TAT LABEL, CODE COMPLIANCE ANCE 5' MAX, INTERVALS ,� v ,a APPLICABLE MODULAR STATE BETWEEN BOXES, y = MUST BE DETERMINED AT THE LOCAL LEVELS 5 csi THE FOLLOWING ITEMS ARE INSTALLED ON—SITE BY OTHERS: '..f) � SHEAR TIE-DOWN STRAPS ON FOUNDATION/HOME � .I O HVAC SYSTEM (EXCLUDING FLEX, BOOTS AND REGISTERS) _ !‹CO J _ .moo END OSB, J-CHANNEL, SOFFIT, FASCIA & VINYL SIDING I ilo _ CO SERVICE DISCONNECT EXTEND W/H DRAIN PAN PIPE TO >6" & <24" OF GROUND a EXTERIOR INTERIOR I TRUSS COLLAR TIES AND TOP CHORD EXTENSIONS WALL WALL \ az ILI ROOF FELT, DRIP EDGE, SHINGLES AND RIDGE VENTS METER I -J 3" PLUMBING VENT THROUGH THE ROOF BASE W ATTIC GABLE END WALLS & CLOSE-UP EXT. 7/16" OSB 200A CL - ATTIC WALLS, GYPSUM, DOOR AND INSULATION AT STAIRS SUB —PANEL Ch rn EXTEND DRYER VENT TO EXT. OF FOUNDATION ` I I\ r� co APPROVED N COMPLETION OF THE ATTIC AREA TO BE MADE HABITABLE 0 . I SEE SET MANUAL FOR BATH EXHAUST AND DRYER VENT PG. IN-27 APR 2 4 7009 it 10 kVA ASSUMED FOR HVAC SYSTEM FOR SERVICE PANEL SIZING S I TE — INSTALLED " o M FROST PROOF FAUCETS (Sc ADDITIONAL EXTERIOR RECEPTACLES 200A SERVICE INC DISCONNECT F5, g IF REQ'D: V W/H THERMAL EXPANSION TANKS PER 2006 NC PLUMBING CODE. SECTION 607.3 0 WIRE W� _ sz �-�a #4 GROUND "WIRED" COMMUNICATION OUTLET ) FLOOR JOIST co" "1, Ej CD I °tDAT ION of f :,:.: L �t�ST ..;, v o�°t -I-44Z-' _` CONDO IT ��'� O 7 n ��7 i3 f, >=a 2. 5` ^ MODULAR 4)'Nz 3 :rtxx NOTICE *** r•t✓, �.,. Nht._ . THE HVAC LAYOUT SHOWN HERE IS TYPICAL AND MAY BE OMITTED! MODULAR ' `6,ia �t1 DWG. TITLE: SITE INSTALLED SERVICE DISCONNECT is CRESTLINE HAS INSTALLED A TYPICAL NUMBER OF SUPPLY REGISTERS WITH FLEX v1r fi/j ti WI N�7s U� DUCT RUN-OFFS AND RETURN AIR LOCATIONS. NO OTHER HVAC COMPONENTS HAVE a® VVV +�`''� ERVICE INCLUDEt? REV�D.:11/02/Q6 � BEEN INSTALLED. (NOTE: ADJUSTMENTS MAY BE NEEDED.) ADDITIONAL SUPPLY DWG. TITLE:INSPECTOR'S INFORMATION LIST HIV MODEL SIZE:N/A I Quo c REGISTERS MAY BE REQUIRED AS DETERMINED BY THE LOAD AND DUCT MODEL SIZE:N/A REV'D.: 11/02/06 _ e a} _ SCALE: NONE I �s� CALCULATIONS, FOR ONE- AND TWO-FAMILY DWELLINGS AND TOWNHOUSES, SCALE: NONE I f � MUS 1 SE COPPER '�' CRESTLINE CUSTOM BUILDERS, INC. HEATING AND COOLING EQUIPMENT SHALL BE SIZED BASED ON BUILDING LOADS CALCULATED IN ACCORDANCE WITH ACCA MANUAL D CR SMACNA INSTALLATION CRESTLINE CUSTOM BUILDERS, INC. 5880 Crest line Road w STANDARDS FOR RESIDENTIAL HEATING AND AIR CONDITIONING SYSTEMS. THESE NO ALUMiUNNI ALLOWED Laurinburg, N. C, 28352 CALCULATIONS HAVE NOT BEEN PERFORMED BY CRESTLINE AND MUST BE PERFORMED 5880 Crest l i ne Road BY A HEATING CONTRACTOR LICENSED BY THE STATE BOARD OF EXAMINERS OF Laur i nburg N. C 28352 Section 9 sub- •0 " _�✓ 1-800-772-0195 \ ,H6 PLUMBING, HEATING, AND FIRE SPRINKLER CONTRACTORS. _ ,-800 772-0195 Tybee Land Development Code SHEET 2, 0 122 `' °. check Software Version 4,2.1 CO '' M N N compliance Certificate am � � C0 N Energy Code: Georgia Residential Code W i0 Location: Clayton,Georgia ' N CO Construction Type: Single Family N O OD Conditioned Floor Area: 1443 ft2 Glazing Area Percentage: 16% >IC CO Heating Degree Days: 3806 Climate Zone: 4 C ■ Construction Site: Owner/Agent: Designer/Contractor. 40 CO .. +Nrai3?W1&:�i� ... L�c ;: k` s:::`„`az,,-',� '!gzr:'k ice` '?':� 2:: ° M`°°�u< . Compliance:0.0%Better Than Code Maximum UA:289 Your UA:289 Maximum SHGC:0.40 Your SHGC:0.36 ca <:# mow•`. ::i::iii•i:::::isis:'.;,i;;:•::?.:visi.::('+i::::':::::vY:j}_i::i:::i:+•:ti}::;iyi}i::i:}':utii::::: CI Ceiling 1:Flat Ceiling or Scissor Truss 1443 30.0 0.0 51 Wall 1:Wood Frame,16"o.c. 1336 13.0 0.0 90 J Window 1:Vinyl Frame:Double Pane with Low-E 214 0.360 77 Z SHGC:0.36 Q Door 1:Solid 22 0.140 3 Q. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1443 19.0 0.0 68 Compliance Statement: The building plans,specifications, APPROVED BY p proposed building design described here is consistent with the buildin tans,s ecifications,and other 1*---°":c7 calculations submitted with the permit application.The proposed building has been designed to meet the Georgia Residential Code requirements in REScheck Version 4.2.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Cf___ / 1(ARI 4/C1/0 CI APR 2 4 2000 '�' Name-Title Signature Date l :3 1-,Minimum R-Value Requirements: 4 ^ II Basement and Crawl Walls R-5 NC� Attic Kneewall R-18 I Wall Cavity R-13 0 Mass Walls R-5 Roof/Ceiling R-19 0 A Floors over unheated space R-13 in rn Maximum Glazing Requirements: —I o N Windows/Glass Door U-Factor=0.65 with maximum SHGC=0.40 i^ o� a) I :;,$ Project Notes: Z7 00 r � ."'i. i �-C Previously saved project information: Tom# ; _ �- CRESTLINE HOMES,INC. c E ° 5880 CRESTLINE RD.,LAURINBURG,N.C.28352gs t� �+ N co Ttz,o,2t ALLOWED IN ZONES 4,5,6,7, 8. ! rn3«•�t:>N. CD c_) LOW-E WINDOWS ARE USED. # 3 ,ics _ z ,�� ee^� rn V tf)J Project Title: Report date: 04/09/09 Data filename:Z:\MECCHECK-REPORTS\8000\8028+12-GA.rck Page 1 of 1 SHEET 3. 0 �� 104 CO V- I � 12 V c.); / IIIJ IL';IIIIIIIIIIIIIIIIIII 1111 1 - ■/ ;' !�l' ... �111 111 /LERT SIDE ELEVTI ❑N SCALE 3/32" 1' _o" REAR ELEVATION SCALE: 3/32" _ 1- _o" RIGHT SIDE ELEVAT I ❑N Z SCALE: 3/32" = 1' -o" P W ttOOF W NOT To EXCEED 1-- . Z T HEIGHT LIMIT o E:I C : o 7 APR 2009 - o _ Sect. INC I, . R•3114.j HANDRAILS i R•312 GUARDRAILS : ::::an 3J"in h�►Igt ►aquke ilsPorches balconies, ramp 4 decks more ® s ...... than 3a"above grade rewire 38" ��i.a► es1 a erlin guardrall�, at * ea♦ ��— ... V a,... mom ____......., .....00 ,:„ Largest opening permitted is 4 �� r ��' r.. — s U I![1I � '■'______M__ `' max ,f_s- ' °d � PRO;T 0,t At ! &;'lIi RNT ELEVAT I N - 40'', I f\Y - Or\) --Z PI Zii ; ���6 Q® �� R-1,0 Pte, ,2- " 'S „/� : Lam.. + VLCDJ _ " ' r"_�; teas ;NJ 9 MUM ,�/�. `i- ,� _,_, SHEET 4, 0 NOTES: 1) MINIMAL ADJUSTMENTS MAY ..)E EXT. DOG +ND WINDOW HEADERS 211 REQUIRED FOR BATH COIL FLEX 2x4 EXT. WALLS 2x6 EXT. WALLS AND BE DETERMINED PER PLAN. QTY (2)P SPF (2)#2 SYP (3)p SPF (3)#2 SW 2) FOR VENTED RANGE HOOD USE SIZE 100 CFM. �(o 2x4 35" 38" 44" 47" us= N 3) EXTEND ALL EXHAUST VENTS - 2x6 52" 55" 64" 67" E m 01 THROUGH EAVE SIDES ONLY. AIR FLOW DIRECTION IS TOWARD THE EXTERIOR. 24'-3Y4" 2x8 66" 71" s1" 87" ...1 V 4) EXHAUST VENTS CANNOT 2x10 81" 85" 99" 104" Bt g: TERMINATE OVER DOORS & WINDOWS. 161-0)/4" 2V-83/4" 29'-7Y2" 43'-5" 2x12 94" 99" 115" 122" \ 5) EXHAUST FANS SHALL USE BATH . ACCORDANCE WITHSUL 181T IN 4" 15'_8,1'4" `1/2" 5,-4" N-2" ''2" 4'-113/4" 4Y2/TERM.T 13'-3" 12'-3" 56'-4" W tO T DKYUS O N 0 r����� ������� EXHAUST 3664 3664 200 CFA 3436 3664 CI_. SHEARWALL LECAT I ON "',�,�Ir� 0' CM1C242 36L`IInII L r_ V o ac I EX I b 4" �. D/W WC3918 i CD J O \�I lomaim I 1.1.—COIL I BS8-36 P624 REFR i TS I BEDROOM I FM 1 m 3"VTR M I �\ O 0 r a KITCHEN 0:34.80 V:17.70 N A AREA:200.95 PINING •VENTLESS WEC1236R1EC1236L - APR 4 7009 J —_��^� 1A 0 is tik G:34.80 V:17.70 ty i L J 'I I L `° i�� s 0:1C W 1 I I D 1.a1 , , �' Q0 AREA 160.27 '.. �_ =y II N ict %, �i' 28 ffi' I W • ' I PUSTA RSA I 60.. e 11'-1Ya• R.O. 44-• CO L J D�`'��' (2),SUPPORT STUDS - T • 36 36 32 EA.SIDE EA.END • _ • OPENING 4 n rn ca)°o i \ BASEMENT ENTRY 1 ,�n • BATH 1 ' N `O 50 60" BEDROOM 2 I x LIVING ROOM i `� ��,tS Eg ' 0 0 al G:41.34 V:21.20 'r + III• CFM f V:5.90 G:11.60 i- -�"A5.90 10.83 BEDROOM 3 AREA 185.89 PORCH 0 27656 = _i I ( AREA 11168 0 a" PORCH w �•r'� •/,�PdAL \ POSTS " } LT\ `q, * p • '• • NEB ei O ---� o ■ To "'7. :(1:13 �_, I SHALLOW BAY -I �� E� i Eli3434-GB-SG • 3664 3664 ,a . .qi• 3068 NOTES: 1 ,'/ 1)FLEXIBLE CLOTHES DRYER m - y T-7}/" 2'_0" 10'.-0" t01-`Y2" 2'_3" 14'-�2" 71_0" TRANSITION DUCTS ARE LIMITED E o1 4, " 4" TO 8 FEET IN LENGTH AND FA "Y 4/" , " 4" 4V" 4/" 4 MAY NOT PASS THROUGH ANY �+�� 71-111./3 10'-4" 2 2O-8Y2 2 31'-5 2 4q'_®" PORTION OF THE BUILDING CO 000.c 341_1" - CONSTRUCTION. V N�a 2) MUST COMPLY WITH THE �'el 56I-0" 2006 NC MECHANICAL CODE, NZ SECTION 504.6. • CO U-n NOTES: V2 1) • - DENOTES A PLUMBING VENT. 2) TOTAL AREA IS 1452s.C, 3) AIR ADMITTANCE VALVES ARE USED. 1443 SQ, FT, 4) 0 - PVC CHASE PIPES ARE FOR FIELD USE ONLY, 5) RANGE HOODS AND FIREPLACES ARE VENTLESS, SHEET 5. 0 \ r/ 6 a pit ' Fo i e Ain 4.4 4 bpi A 6 DOOR SCHEDULE WINDOW SCh,LUULE 221 QTY STYLE NOMINAL SIZE R.O. WIDTH R.O. HEIGHT GLASS S.F. VENT S.F. DESCRIPTION QTY STYLE R.0 WIDTH R.O. HEIGHT GLASS S.F. VENT S.F. DESCRIPTION 1 E-6P-36 3'-0"x6'-8" 3'-2" 6'-10 1/2" 0.000 0.000 Exterior six panel steel 1 2-3664 6'-0 1/2" 5'-6 1/4" 11.600 5.900 ? . 1 BF-72 6'-0"x6'-8" 6'-2" 6'-10" 0.000 0.000 Interior bi-fold hollow core 3 3068 2'-6 1/4" 5'-8 1/4" 9.900 5.100 ? y 1 DbI-30 2--2'-6'-0"x6'-8" 5'-2" 6'-10 1/2" 0.000 0.000 Interior double six panel hollow core 2 3434-GB-SG 2'-10 1/4" 2'-10 1/4" 5.900 2.900 ? M N 1 24 2'-0"x6'-8" 2'-2" 6'-10 1/2" 0.000 0.000 Interior six panel hollow core I 3436 2'-10 1/4" 3'-0 1/4" 5.900 2.900 ? J m C 4 28 2'-0"x6'-8" 2'-6" 6'-10 1 2" 0.000 0.000 Interior six 7 3664 3'-0 1/4" 5'-4 1/4" 11.600 5.900 ? ...1 V RS / panel hollow core __ 1 32 2'-8"x6'-8" 2'-10" 6'-10 1/2" 0.000 0.000 Interior six panel hollow core DOOR AND WINDOW ASSEMBLY SCHEDULE 4 36 3'-0"x6'-8" 3'-2" 6'-10 1/2" o.000 o.000 Interior six panel hollow core \ Quantity STYLE R.O. WIDTH R.O. HEIGHT HEADER HEIGHT SILL HEIGHT DESCRIP TION 09 T LIU CO 4. N O WINDOW DESCRIPTION NOTE: WIND❑W EGRESS NOTE: NOTES: = ><CO ALL WINDOWS ARE LOW ' E' DOUBLE HUNG ALL WIND❑WS WITH 5. 0 SQ, FT. OF FREE 1) COMPLIES WITH R308.4 (.) WITH GRIDS UNLESS SPECIFIED OTHERWISE AREA OR MORE ARE CONSIDERED EGRESS FOR SAFETY GLAZING. o ON THE CUSTOMERS ORDER: WINDOWS FOR THE GROUND LEVEL FLOOR. 2) WIND❑WS LABELED WITH co SOME HOME SERIES' USE SINGLE HUNG UPPER LEVEL WINDOWS SHALL HAVE A SG ARE SAFETY GLAZED. WINDOWS AND WILL BE LISTED ON THE MINIMUM OF 5, 7 SQ. FT. OF FREE AREA TO 3) ALL SIDELIGHTS AT CUSTOMERS ORDER. MEET EGRESS REQUIREMENTS. EXTERIOR DOORS WILL BE Q SAFETY GLAZED. cr, 3 O 1 cc APPROVED °g Ca r APR 2 4 20 0) t r7 c > PLU `� BI \ G FIXTURE SCHED � LE , 1\c NM < o MANUF. FIXTURE PART NO. I I RUUD ELECTRIC WATER HEATER PEM52-2MED OATEY AIR ADMITTANCE VALVES 39005 M GERBER ROMAN TUB FAUCET 88-600 SERIES N V DELTA SCALD GUARD SHOWER FAUCET T1324-TP "'��' --=i,'„_:: DELTA LAV FAUCET 522-WFTPM r;ST r d S DAYTON STAINLESS STEEL KITCHEN SINK DDL18233193 I- 4 � _ o°o € t No 27656 f ` I l LASCO 60" SHOWER 1603SG-WH ta'. it OD r �� t„-�S" ��r�s i fi E- �q N BAYMONT 60" CORNER TUB 2211 .� -`k'°N � yi ca E2 Et MANSFIELD TANK 160 IP Txl V „c,�a C t1 MANSFIELD ELONGATED BOWL 136 �ra> ,a LOCKLEAR c"-° MARBLE MARBLE LAVS N/A /CD°' V2J WESCO DIST. GOOSENECK KITCHEN FAUCET 122-138BP �, VAMAC, INC. 8" ANTI-SIPHON FROST-FREE SILLCOCK 212008 N/ SHEET 5. 1 401 ,,,, ._ . N ....... ... Ci) m 03 -J � CO lb CO 26" DW RECEP 0 N 3664 3664 3436 • ATED IN CAB 3664 = �COO 3 41 3 3 II I 60 _6 ,� -;oo ; ,-,� a �s-1 - ."--Ni- 1115 - V I L./ 1 �`.� 20/8" - P •- I ,o � -.� REFR � to M _ 47Y4" 1�rm.= ! 61 lc '° n 1 C 9 ..i I1� V B 1 '—\ ���� I 14' , DIN N� CC �• • \ 1.� 1 V 1 ua A 163/8" I 1 I.- / II ` ' 4; /' 7�2 j �L--�JL-- i.titi. (u � 1 ��.. ■ 28 � Z� p 3 1 1® ■S":--•L`/BF- \/= _ L 44/" .s�� /yr A 1 PULL-DOWN •c` .-% i ..J STAIRS ,r-1Ya"R.O. I 1.{. 0 L �3 �L� _,....// 3 (2))SUPP40R STUDS d10 APPROVED TEA 36 ccoo∎ 36 32 EA.SIDE EA.END �® — .3p 111. ,II aPENING ,� 3 �t1017///� (� T❑ JUNG 1 4� rn rn BOX W� V." 0 15'-4" I - _ , .■•= ---�- .FLOOR — \ 471- 4" / 42y8" , APR 24 100 .i CD 9 `\�BA7H I x 1 ®1 3 t 4 BASEMENT ENTRY-- SWOITCH IN IJ 0.�`' , ; cam' ``' ^ Cpl Viir 8 60 BEDROOM 2 ts I 9P4 1R a N BASEMENT LIVING RO t1 __ QWP (, . - .� \ a� Al j,l 9 ifs ° ° 513/" • �\ BEDROOM 3 � _I= P r PORGa = J._�4 \°4 2 2 4 I 4" PORCH �' -14. 8 y 0 \ POSTS( cc M -co 60" <-9i -*- o cc. 01::, d) I .CtrY coy,e --(r--:— 8 --.44 IDWP I 1 <(` I c,,, / \ M , G<5) 0 i K Jo !� d3 44 ,4 ,1,4 SHALLOW BAY j_ 44 _I p n o� 7 i_ i — �, i�' G 3 Iv n v 3434-GB-SG ' _ 0 ' �',?ti \ I viA 3664 3664 ��i�, -ri•� '�' o a� o 3068 1 3p6B ,• NC ..1\ of) ;21 3068 -r �r 1, i n , • a in—gy4�. x — DENOTES GFI PROTECTI❑N. ) 8 BATH 2 12-2 1-20amp. - DENOTES ARC-FAULT PR❑TECTI❑N. mt 9 OUTSIDE 12-2 1-20amp. _ ( .- • Vc,-,4 v,s- CIRCUIT LOCATION WIRE BREAKER 10 REFRIGERATOR 12-2 1-20amp. I= °'�go 1 GEN, LIGHTING 12-2 1-20amp. 11 LAUNDRY 12-2 1-20amp. - c v) o,0 )Kw 2 GEN. LIGHTING 12-2 1-20amp. 12 DW 12-2 1-20amp. coc)� X* 3 GEN. LIGHTING 12-2 1-20amp. 13 WATER HEATER 10-2 2-25amp. a>S• ** 4 GEN. LIGHTING 12-2 1-20amp. 14 DRYER 10-3 2-30amp. C-12_9 * 6 DINING/KIT KIT HEN 12-2 1-20amp. 15 HVAC RANGE 8-3 ON SITE BY OTHERS 2-40amp. SEE NOTES ❑ N NEXT PAGE! ! x( 7 BATH 1 12-2 1-20amp. 1443 SQ. FT. SHEET 6. 0 I NOTES: 1e 1) SUP PL LINES ARE PEX, q - 501 2) 0 E.DENOTES A 1/2" CUT-OFF VALVE F 43 P T 3) x - DENOTES A 3/4" CUT-OFF VALVE. Sly �9�j 4) SEE PG. 16 OF THE INSTALLATI❑N k T INSTRUCTI❑NS MANUAL FOR CROSS-OVER • Iii N CONNECTION INFORMATI❑N. 1% J cc Tr co co 5) FOR HOT SUPPLY LINES ❑MIT W/C' s, INLET, EXTERIOR FAUCETS AND I CEMAKER. 3� F<< 1�� 1I' .1 V 6) SEE PGS. 42. 2 AND 42. 3 OF THE •�/ St 1l?' �\,\• ?..• MODULAR MANUAL FOR THE PLUMBING `""�. FIXTURE SCHEDULE. l�F< t, �i F<<� 1 N 7) WATER HAMMER ARRESTORS ARE TO BE y '� 12 CO - r INSTALLED, WHERE QUICK CLOSING X12 \c� I N N VALVES ARE UTILIZED. 8) 3/4" SUPPLY PIPE IS USED, IL❑ THE ��� ,L�112 _ � 1" SHOWN, FOR THE HOT LINES, 3,, ® 31 E 3 31 APPROVED BY 'C/�4 F<< 3'4 �� lb 31� �'C IC o 12 3� • APR 2 4 2005 >., 31°` 1fx+3.�� g Ea 31N 1 +31 �� 4k1� • M . �� �� OF<A"./. Iic 31 ' a. E 3 TF� -� • Sy��IN F�<� t.":-"? -µ1 ,; v co �a r 0 _1 M ., ,, ,, „, P�(3 s P; •s S^A u' ' ! CV In iv ,t,,„. ,,,,1• 2 b 31 �4F/ C-)��1( 31 ,\)"" 12' min. galvanized valve within 3' of w/h o T&P relief valve J I tX I-"V(' ik V/1/4■ ir g 0 m 1'c3 3/4' —I o 31� 1p` cut-off A a� 112 3 valve P 50 gallon electric w/h d N. 8 31 -�� 1'� 1� H C S. C. , .� �� �✓ F� c3 l✓%, I G0 CO! g 12 % ! f Tenn. , safety pan conforms 2 1 3� & Va, with IRC SECT, P2801. 5 O Ea 1��� <RL drain (FOR GA. MODELS: REFER TO GA. oM 2g, STATE MIN. 1&2 FAMILY V �N 'l 1�� 444,00) DWELLING CODE ( 2006 IPC) 41)._c.- `-!' Z ''i� 1� SECT, 504. 7) '5-Q�q �1 c' pan overflow extends through w�� ° T�. c s�1/ 1, �� C floor and requires f i e l d i°'= F < • 4'-1-- extension by others. V223 T�F 1'c3 FT x water heater conforms with IRC, Ch. 28 x For GA models, water heater conforms with 2006 IPC, SECII❑N 5 1, F44c' SHEET 7. 0 303 ".' N • ar . _. c.,m _. LI .413 56'-0" N • EDGE OF FLOOR LINE & BRICK CURTAIN WALL F❑❑TING LINE - 0 N oil I- -1 = >CCO :•:.:❖::❖:❖:❖:❖:•::❖:❖:❖:❖:❖:❖:❖:•: ::❖:❖:3::3;3;3;.. .............................. 3333..----------------------- ..................._........-....•�,........_a. g o.❖.❖.❖3.33! .i:igi ......... gi:K ... ini ...i:igin.❖.❖.❖.❖.❖.o❖.❖.❖.❖0 RK:iin::•:•:,.;.;.;.;.;n igi...,..................:M:i:; ..• p I :• 18"x24' MIN. I CO Z. ACCESS DOOR FOR FOUNDATION N VENT REQ'S . , `' a.• REFER TO IRC SECTION R408 . 1 0 Z 3: CRAWLSPACE VENTILATION: IT t;: CRAWLSPACE AREA: 1444sf ;2; s ih REQ'D VENT_: 1444/150= 10sf ;:; m ,. :° %B :::: O nkl ti o t � •c 0�l?d Cam, 6'-0" 6'-8" 6'-8" 6'-8" 6'-B" 6'-8" 6'-8" 3'-0" 7'-0" OJJ 0.3 m__ •• F.-..-.7i r. .� E.•..� �.... 1 r.•......� -1 �.•. '�: APR 400 ... .-3333. •.•-. Xt.: i,•• :.• ;:;:;: .....•••,•••.•.•. .;c. :: . I — I :�s ._...� ———— ._..:..:....J —I •y;.;. 3333. cx . ..o. 3333 3333 I Dec Pr s -..a i_____ `.- rn rn I BASEMENT ENTRY I :. I \ I I n \ �� :; L J �;: 2 cN r� :::•••! _I 2 NOTE: :3 ! �•:; THIS IS A CRAWLSPACE FOUNDATION ONLY! s� -I ALL BASEMENT DESIGNS SHALL BE PROVIDED ? -11 BY A PROFESSIONAL ENGINEER FAMILIAR WITH %i �� C C.> 32 LOCAL SOIL CONDITIONS AND ARE SUBJECT TO ° M LOCAL INSPECTION AND APPROVAL. �� g A o •v 6 V 01 I J o O•: L J L — J N Q:;:iSi••••••❖•❖iagi❖•O••••••p❖•••❖•p•gi .•••••••••••..•••3333•••.•.••.! .••••.••.••.•••••.•33.3•••00••00 izig:•:•:❖:33:3.333 v..inia i v. igni................•v••.. :.-..a o 3333...-._3333..............�_..°..ee......_..e.....•.e..eo..�_.......e..ee..e....!_°.ee..e.�....e.•......!.e•2•:•2•-•:q.2.SS2•2$•2.:•5:� :❖S:•2.2.2.2•Id•:•:•�•2•:•:•2q•-.:d•2d❖:•2!2•S !.000• d I `�� .t.:4• ---— 1 C\ST o `;3 i -7f'POP:. -7iNAL -1- C:— li Special Flood Hazard Zones SPACE BELOW FOCI ELEVATION (AE-Zone) Finished floor elevation 1 foot Hydrostatic vents required to relieve water pressure In - _gy4" 611-67/8" ,' w oM •OPT SNALLOW BAY GIN -v- N =oN-�v. minimum above BFE. No interior enclosed space below flied elevation. I square Inch of j �; e.) finishes, walls designed to allow vent required for each 1 square foot of floor area. . a>•�Z ° entry and exit of water, no mechanical Bottom of vent must be within 1 foot of the grade c �'� equipment, only parking, limited storage elevation.Vents most be placed in opposite walls to a) and building acaaeli billow SFB, permit water to flaw, a)c, NOTE! V'n� I These dimensions reflect the exact design ' -------_-- I dimensions of the house. No dimensional 1 1 allowance has been added for set gap. y,•,;• — C❑NC BLOCK XT PAGE r Space may be added for gaps between !�°f SE -._ \ I- X T I AGE P - - \ TES ! I modules at the builder's discretion SHEET 9. 0 \/ _ so— vol.- rNC REQUIPEMENTS: B. . ' 0 FOR MLR, CAP BLOCKS FOR ALL 9/12 AND 12/12 CAPES, SALT-BOX MODELS, AND 2 STORY (OR GREATER) HOMES, AN 8' SOLID CAP BLOCK MUST BE USED TO CAP ALL PIERS. �J( FOR USE OF SURFACE BONDING CEMENT: �„" MASONRY UNITS FOR STAND ALONE PIERS SHALL BE LAID IN TYPE M OR S MORTAR, OR SHALL BE COVERED WITH SURFACE BONDING CEMENT COMPLYING WITH ASTM C 887. SURFACE BONDING CEMENT SHALL BE APPLIED IN STRICT d COMPLIANCE WITH THE CEMENT MANUFACTURER' S INSTRUCTIONS. BOTTOM COURSE -.V-t SHALL BE LAID IN TYPE M OR S MORTAR OR SURFACE BONDING MORTAR (CEMENT). 44.. CO./. SURFACE BONDING CEMENT IS NOT PERMITTED FOR PIERS IN PIER AND CURTAIN Pt-""'"* ‘ +.��� WALL C❑NSTRUCTI❑N. �� '// ,� QiA Tat \�' r NOTES: * �'+t 'r 77 �Q� 1, ) CONCRETE SHALL HAVE A MIN. COMPRESSION G„E.,.,i� STRENGTH OF 2500 PSI. O 2. ) BOTTOM OF FOOTINGS TO BE A MIN. OF 12' .Z00i BELOW THE FINISHED NATURAL GRADE OR Ii'\2, ENGINEERED FILL AND IN NO CASE LESS 19 60:$ THAN THE FROST LINE DEPTH. 4 3, ) FINISH GRADE TO HAVE A MIN. SLOPE OF 9P'��. p,�1G°ae c°�be 6' IN 10' -0" . 4. ) CRAWL SPACE TO BE CLEAN AND FREE OF ee. `L�' C1tf�pzd� Bybee �ri°�.s ati�`1b etebe�g20 DEBRIS. A 6 MIL. POLY VAPOR BARRIER IS REQUIRED FOR VA, FHA, AND IN N. C. cI 5. ) THERE SHALL BE A POSITIVE DRAIN FROM NOTE: SEA Vg� Vo ° a °erg£°��°,av 3fee�' �en THTHE WAATERSHEATER PAN DRAIN AND THE DRYER HIGH WIND S�$ CT: , °ICe e�° a��lbe3n he bed°`N a chesOlck`i�1� 6. ) THE SECOND WII wl� on b 6 0• BE TO THE oa6on e eei°fie,riSt e3 heS�laby2 7. ) THERE SHALL BE AN ACCESS ( 24' W. X SROSS THE °`�~rid tee°IpI tYie c°ricx �be�0�c ri��, 18" H. MIN. > INSTALLED BY OTHERS AT PAGE FOR THE °Iy vcia of W> � THEIR DESIRED LOCATION. HOUSE—TO—SILL eb°tto) �f°oitiS e eS1ck 8. ) FOUNDATION WALLS SHALL EXTEND AT FASTENING DETAIL A• tb 3� cb USING OSS �N LEAST 8' ABOVE GRADE. SHEATHING sfpz$tesbe�° iaeby2 9. ) MORTAR SHALL BE TYPE 'M" OR 'S'. 2x8 PRESSURE TREATED .�°° 'D� Z4 i�cY' �c es 10. ) FOUNDATION TO BE FURNISHED BY BUILDER SILL (ONLY ONE REQUIRED)— $• COriClete 43,1-1362© fie. AND SHALL COMPLY WITH APPLICABLE LOCAL FOUNDATION VENT Csab$vest' BUILDING CODES. °O A iricbes 11. ) THE MIN. ASSUMED SOIL BEARING PRESSURE IS C coricle 2000 PSF. 12. ) 2x TREATED BLOCKS ARE PLACED UNDER THE UNIT FINISHED GRADE , AT THE REQUIRED PIER LOCATIONS AND ALL SHIMS -IIIIM-RA: MUST BE TREATED WEDGES SIZED AS NEEDED. 11181111= 13. ) FOR OPENINGS IN MATING WALL 48' OR GREATER, �Ill�llflf AN EXTRA PIER IS REQUIRED TO BE CENTERED DIRECTLY UNDER THE SUPPORT COLUMNS ON EACH SIDE OF THE OPENING. 14. ) THE FOUNDATION MUST MEET ALL HIGH SEISMIC -_ _ _ ivorEi DESIGN REQUIREMENTS OUT OF THE APPLICABLE : WhenusingtheAlternateShearTie-Down �j4 BUILDING CODE(S) . method found in the shear wall calculation 15. ) FOUNDATION VENTS TO BE LOCATED WITHIN 3' -0" OF t pages,rebaz and anchors into footings are NUMBER required at the designated tie-down CORNERS AND BE EQUAL TO 1 SQ. FT. PER a OF locations.These are model specific and must STORIES 150 SQ. FT. WITH OPENINGS THAT ARE LOCATED be installed asde_scribedtherein. 3 1—STORY 8" SO AS TO PROVIDE CROSS-VENTILATION. ` - 1 1/2-STORY 8° 16. ) SEE THE ADJACENT DETAIL AND SHEAR WALL NOTE FOR PER FEMA REQUIREMENTS ZONES GREATER THAN 100 MPH (3 SEC. WIND GUST) . MINIMUM FOOTING 3S INCHES BY 36 INCItES 2—STORY 8" 24 SHEAR WALL TIE-DOWNS ARE DONE PRESCRIPTIVELY WIDE BY 26 INCHES THICK. 2 1/2—STORY 8" 24" IN 100 MPH ( 3 SEC. WIND GUST) OR LESS ZONES. BOTTOM OF FOOTING MUST BE A 3—STORY 10' 24" t� 17. ) BONDING OF EXTERIOR MASONRY WALLS AND PIERS MINIMUM 381NCHES BEL04V . GRADE PER THE IRC, SECTION R404, 1. 5 IS SUBJECT TO �� LOCAL INSPECTION AND APPROVAL, �' CG u' bi mor3 PL _ .,,/ l NOTE: FOR OPT. C^ASTAL HIGH HAZArw 601 AREAS, ALL FASTENERS USED ON-SITE OVERHANG DETAIL BAFF ARE TO BE CORROSION RESISTANT AND TRUSS N,.\ EACH LE ALLOWEAIREFLOW. PROVIDED BY OTHERS. MIN, 1x4 OR MIN. 3/4' THICK NOTE: METAL 1111 2 SHEATHING. APPLIED, ❑N-SITE, SUBSTITUTED P-- N ,i�CEILING AT THE FLOOR AND ATTIC AREAS AIR FLOW , FOR WOOD BAFFLES. — V �'-' FOR F I RESTOPP I NG. SEE THE CONSTRUCTION II' ♦� E SECTION, PG. 57. 1 FOR ALT, I MAY BE WEDGED ,y r v APPROVED LADDER 'i' INSIDE THE GAP. AIR FLOW BAFFLE` \ OVERHANG DESIGN ' AMC 4 ;I� FLOOR 1' AIR SPACE =` \ ��' PERFORATED J` cm SOFFIT F I REST❑PP I NG AT MATE LINE •••• #3 SPF ' WOOD ►'#3 SPF ``1� ""' 2x3 A BLOCK I 1x4 IM RAKE OVERHANG r..N DETAIL INSULATION ( #3 SPF N NOTE] 2x4 TOP in )11C CO COMPRESSION PLATES STRIP BETWEEN C / TRUSS AND TOP PLATE IS 7/16' g(�` `,0 NOTE: OSB OR EQUIVALENT VARIFORM T/4 BASKETWEAVE LO DBL. MEMBERS c? FOR ALL IN-PLANT FASTENING AND MUST MEASURE PERFORATED VINYL SOFFIT EACH SIDE REQUIREMENTS, REFER TO THE HALF THE WALL . CONSTRUCTION SECTION OF THE NOTE. FOR ATTIC INSTALLATION PLATE WIDTH 13. 0 sq. In. OF FREE AIR A DETAILS REFER TO INSTALLATION 2r S�c MODULAR MANUAL, PGS. 1-9. INSTRUCTIONS PG. IN-23.3 NOTE APPROVED RIDGE VENTS (MIN. ). 43 P NOTES FOR ATTIC INSTALLATION VENT�DlTTO O PPRROVIDEUA TICN DETAILS REFER TO INSTALLATION IZ 6V 7/16' STRUCTUREWWD VITH THE OVERHANG$ FIT. '��� 1 '.. S �'� NOTES: a �p INSTRUCTIONS PG. IN-23.3 ROOF SHEATHING SEE PC: II-24 OF THE r:' [ 7 ° J % RATED 24/16 INSTALLATION INSTRUCTIWS �Q q f2.f.. y COLLAR TIE ATTACHED WLTH FASTENNI INC REQUIREMENTS: Z g0 4 I, pP pE NOTE. SEE THE CONST. `RIDGE �'� L9>2 pZ��S SECTION, PGS. CN-72 & 73 I Ag (9> PL400 GLUE Arm DFR c9).131'x3' NAILS 16" & 24" C.C. TRUSS Q SP SPACING .131"x3" NAILS �� FOR APPROVED MODULAR �� FIBERGLASS SHINGLES APR 2 4 2009 1- O 2x6 WITH UNDERLAYMENr 3" C.C. MAX IN ALL BLOCKED 9 TRUSSES. 12 (� 7 �P Rn1L (1)30 lb. LAYER. AREAS 131"x3" NAILS ® 6" ATTIC ACCESS FRAMING, HINGE �_ CHORD 121-011 , C.C. MAX IN ALL UNBLOCKED LL•NOTE. APPROVED MODULAR TRUSSES p JI a LE LENGTH FOR BLOCKED AREA SEE PGS. 49-50(D) OF THE MFG. DATA MARRIAGE%MU 14E4DM OuaT O SPACED @ 16' o.c. TYP. 7`'' FROM CORNERS 4 FT SECTION OF THE MODULAR MANUAL FOR PITCH MANUAL PAGE NUMBER REFERENCE (OPT. 24'0. c. ) INC 2) GABLE END TRUSS PULL DOWN STAIR DETAILS. TLH180 7/12 40(E-F) &40(L) FASTENING REQUIREMENTS: TOE NAIL GABLE END TRUSSES NOTE REFER TO INSTALLATION HINGE KNEEWALL� h-° TO TOP PLATE ® 4" C.C. R-30 COPT. R-38)INSUL. INSTRUCTIONS FOR CONNECTIONS I 2p BETWEEN SECTIONS' 5i�_I. I::- \hYI.I_ <1) PLUMBING - PGS. IN-13. 1 - 13.2 co C2) MECHANICAL - PGS. IN-13.2 - 13. 3 ` FINISHED CEILING 2x4 TOP PLATE 'AUER-RES IST IVE BARR IER. NOTE; <3) ELECTRICAL PG. IN-13. 1 VINYL OR OPT. 4 MATERIAL 1/2' GYP 40(14 IN MIN. [1)LAYER OF ISIb*RAP ATTACH SHEATHING TO ALL WALL r7 HARDI-PANEL 2) 2x4 OR 2x6 TOP PLATES - SECT.OF THE MOOUL,R ALL AIICIIND IXTERICit• MANUAL FOR WAR COLUMNS STUDS WITH ADHESIVE MA EXTERIOR -----*-2x4 OR 2x6 SEE PGS. COVERAGE OF ENERBOND MH 80% AND < p SIDING #2 SPF STUDS COPT. 24 o.cTr)1DS 16.0.c 40(A-C) 7%6"X1rX16 GAUGE STAPLES ® 3"c.c. - ° I STUDS 16'o.c, NOTE REFER TO INSTALLATION NO , FINISHED WALL MATERIAL 1/2' GYP o IN THE Q ALL PANEL EDGES & 6" c.c. IN INSTRUCTIONS, PG. IN-16, FOR AIR Me SHEATHING LAPPED \ JAMBS USED TO TRIM m CONST. THE PANEL FIELD AREA. _ ^II INFILTRATION DETAIL. ` MARRIAGE WALL OPENING SECT. OF R-13 INSULATION WITH VAPOR BARRIER = -� R-19 INSULATION WITH OPT. NOTE. FASTEN HOME TO 2x8 TREATED THE MOD. C_D SEE PG.40(0) IN THE CONST. MANUAL Q Pr) SECT.OF THE MODULAR 2x6 SIDEWALLS PLATE THROUGH OSB STRIP WITH FOR EXT, MANUAL Fat EaT.COUI.S 23/32' APA RATED STURD-I-FLOOR OR EQUAL 8d NAILS AT 4'o.c ALL AROUND -- R_ *2 SPF 2x10 FINISHED FLOOR (CARPET OR TILE) i-2xa BOTTOM PLATE HEADERS. R_ -~`k. PERIMETER JOISTS ;k - ..- . #2 SPF 2x10 FLOOR JOISTS 16'o.c. .� z"'-� h ____ M- MATING �� �,'EA- R-19 INSULATION 8° BLOCK 4' BRICK !. V L NOTE' MASONRY PIERS SHALL BE LAID �� PIER •• FOUNDTION _ CURTAIN + Q� w + 1 rn ..—_- IN TYPE M OR S MORTAR. --:72-=--_— BEL I�� VALL �_ WALL -fi J o _-:_ THE MIN. ASSUMED SOIL BEARING NOTEI CRESTLINE _.,,� • I NOTE: E PRESSURE IS 2000 PSF. MODULARS REQUIRE NOTE' FOOTING UNDER PERIMETER '"_s•--4? PR 'U.1 Imo.Ii #R1 n cio ONLY A SINGLE 2x8 8' BLOCK WALL SHALL BE 10x24. NOTE FOOTING UNDER MATING WALL SEE INSTALLATION ,0 �% 1'�' 1`r` THE MIN. REWD. CONCRETE NOT SHOWN FOR CLARITY. PIERS SHALL BE 8x24x24. IN FLOOR MANUAL, PG. IN-27, Q I vi. TREATED SILL PLATE o COMPRESSIVE STRENGTH IS 2500 PSF. PLUMBING FOR DRYER VENT CROSS-OVER FLEX DUCT NOTE: USE 3 NOTE SEE SECTION 6 AT EITHER �AV co v g �.x�. OF THE CALCULATIONS END OF JOIST REQUIREMENTS. � t R-8 INSULATION WITH LAG SCREWS 0 4'o.c. 8 WEATHER RESISTANT MAX. AT FLOOR RIM- SECTION OF THE MODULAR at m o �� MANUAL FOR ALL GIRDER ' II TO-RIM CONNECTION. BEAM CRITERIA. FOOTINGS TO BE BELOW THE FROST LINE AND NO LESS E h T Ei HAN 12' BELOW THE FINISHED GRADE. FOR MORE 2 N ATTIC VENTILATION WITH VAPOR BARRIER: INFORMATION ON THE SIZE AND TYPE OF SHIMS AND (n o,`n.)c5 SILLS REQUIRED AND ANCHORING REQ'S. (SIZE AND = °ccp CEILING AREA: 1443x144 = 207792sq, in. SPACING) SEE PGS. IN-14, 15, 15A & 15B OF THE Vim"'; REQUIRED INLET AREA USING 50% OF ATTIC AREA: INSTALLATION INSTRUCTIONS MANUAL. a),cU i�9 (. 5x207792)/300 = 346sq, i n. , 3 C-7%'- PROVIDED INLET AREA: ( 112)x13. 0 = 1456sq, in. ,�,�� 1456sq, i n. > 346sq. t n. , therefore ok. NOTE: TYPICAL MODULAR aDo•- REQUIRED OUTLET AREA USING 50% OF ATTIC AREA: FOR SINGLEWIDE POD ATTACHMENT TO THE MAIN OFF—FRAME 7/12 PITCH v23 (. 5x207792)/300 = 346sq. in. IN ADDITION TO ONE SIMPSON MTS12 STRAP PER TRUSS, HOUSE EXTERIOR: USE #8x4 1/2" SCREWS AT 4' RIDGE VENT WITH A MIN. FREE-AIR AREA OF 18sq. In. /plf: USE 2 SIMPS❑N SDS r/4'x6'SCREWS IN THE FIRST & LAST 4' 6"O.C. MAX. TOP TO BOTTOM, AT THE INSIDE CROSS—SECTION -^-- 346/72 = 4. 8 => MIN. OF 5 RIDGE VENTS REQ' D. OF THE ROOF AND USE 2 IN THE REMAINING INTERIOR AREA. OR, PROVIDED OUTLET AREA: 72 sq. in. PER RIDGE VENT ❑MIT THE STRAP AND USE 4 SCREWS IN THE FIRST & LAST 4' CORNERS, WHERE THE TWO UNITS MEET. 13 VENTS SHIPPED LOOSE x 72sq, in. = 936sq. in. OF THE ROOF AND USE 4 IN THE REMAINING INTERIOR AREA. 936sq. in. > 346sq, in. , therefore ok. SHEET 11, 0 V RECE1 co JONES AVENUE 60' R/W 2-2 3-� 25.00' 67.00' —� f 53.00' iSTORY 53.00' ..� P/L = 54.50' 0 0 S `�CV a CC� S �� ° vN: I a" EXISTING ONE j 27'5 � 1 EXISTING ONE STORY FRAME RESIDENCE ►. 1 FRAME RESIDENCE 03 _ ON PIERS EFIRAME RESIDENCOEY 13.50 / � 13.50 J1:%:ON PIERS �o LOT 81 C -ir'' b LOT 83-A LOT 82—A LOT 81—A co - �Q� 0 1° t° H LO it 1 ,t0 /6 1 II I` PROPOSED (i, RESIDENCE 11.1 a_ a. I NOTE: REVISED TO CHANGE WIDTH OF LOT 83-A TO 67' 1 4.14 (/) STATE OF GEORGIA 14 1 1 4 . CHATHAM COUNTY I g .-1 27.51 / l— SKETCH SHOWING LOCATION OF HOUSES ON THE EAST SIDE OF I q.2 0 £ JONES AVENUE AND THE LOCATION OF A PROPOSED RESIDENCE 2 ON LOT 81 —C, WARD . 4, TYBEE ISLAND, KNOWN AS N.o.. 1402. '90.41 1 P/L = 54.50' JONES AVENUE. IIIIIIII FOR: CHARLES W. & W1LLAUNELL WILLIAMS DATE OF SURVEY:. FEBRUARY. 20, :2009. �AGNIc DATE OF PLAT: FEBRUARY 20, 2009 (REVISED FEBRUARY 23, 2009) G'E.' R G/,q SCALE 1:" 20' V°- /I t. b.0' 20' 40' ow U‘t. (Z- ce �y BERT BARRETT, JR. LAND SURVEYING, P.C.- -P 41°SuRV �' ' 145 RUNNER ROAD 6'. BARRY SAVANNAH, GA. 31410 PROJECT\01631—A 2-23-09 9:07:52 am EST (912) 897-0661 ______ _____ ____. II on' .'-- — -----__ 6 • C;) 0 , . _--- — ----- ---- ------ 6 — N • / U i / ~7 L Th „ N } 'VALE CRATE NIL'!____ \ , `J• ■•..../.... <0. 1 °O0'00" E ____....- \ \ 21 °00'00" E 54. 50' \ \ • 'f .... — ■ . 0 - 11 b- 0 k 66.81 ' u: 53.23' .—. 52.98' 1 bAD. • R.B.S. ,-..... .... ..... ....... ... I I „ ....., -... 4, _, 1 2" (51J: \, H ---• 1 ---- ...... I ifil/. .......... ... CL 0 W.1 101 13SLC-7;P-1— , NI,._11 T <9. I I Y <0' 0 Co b. Li: 0 1 Cn 0• 4, lo, 3 ci P 1 L.L1 cL O.) 0 CO CD CO (0 CC Ci) 1 CO 0 D U) in L0 T 8 1 — C ,pcb. , co , • Li CD' ----------"--■ cg 1 2 VJCD l P 1\\/A:Y FENCE Ix 1---- W W / V) CD in 1 b b If io , -C AV 511AG 1.2' ELEVAT1OU LOT 8 — A 00 Co (/ -4-) 1 h--- Nt 4.- ----,....WED "Li ,Ar. NI 1 I ) . ,-- _ ,-_- N--- A,1 1 mit i r"...-1-1„.._ ______ _-/' 74 1, I PA I - ib.\ Li]0 ■ qpio . o fii I > 0 ,..,IK - 44.-, ' !I° gi I / EXISTING BUILDING TO 0) %. 14M , , [ - BE REMOVED CO ' k <0`.° / _ J .(--1 --, ■IEL. rilirita=■ ■ —_ / (I, g 1 0 1 5 SL / r , 0 0 9\4 , ■ / 4 co , _ . .1, 5/8” R.B.F. 4,, , _„. Ak A Q. R.B.S. / Co. R.B.S. 54. 50' f ___,_____ • S 27 '00'00" W )((i/ , <9- =-2, , xe 1 i: , -,...r el MI 3. 1 -.,.--,-,-,.4 1E1 V gt:E:i:I,I,,-I:,,1,11 1 ti - , .; P4 i t! 1 1 tl tt i �I I t! 1 t1 1 1 I tt 1- - , � ��1 , 1 � 11-1 Q! 11 -4-i- � , 1 ?, !-fit 1 I ,. IL �. a 7 A . - , I tlt:' *:=:" - - - _ ___ _ 11:!0:: i::::'i',.4",'-'-==. 1 lk =� : I . F 1 .. _____________t___ ____ _ ______ ..... ______ ______ . L Imo"', 144,7:442 4,› " -_,._, I-- ' richm center, [I, ... \.1 1 A deson:, , ,....k -i- f 1 1 „ =-4-- __‘ :''1*';5*'1's*-51:':41'!. ideo:: — — U 1 C- 11 v {l F ,F y _�� _. .� o.... �_ �. -_.� �-. .ems. _..a..�.. __.-- .�...... .+..m «...._. ..m.,a -.�. e.- ,-_... .a.Y- .�a� .<. �_� ....s. F".°- ml `¢ \` s ¢ 4 f s - - ' 2 1/ i , 1;>V, ' _,sue ' ' ' 141 €,, 1 1 '1 - , r"--1A-f4 W I ' -- , �d , I ( ° ¢ f 1 I c , - PLr N INCA ° k 1111 I, ,I I �r ,`° 3. .__a:............. 12 X 10 I C , 4�:..--i i. ` L- �-, ,i P AP .47Y-, 44- ! /�1 Ci - ° . - ARCHITECTURE ARE I � f LAktC� r -, i , ... �. 1 INTERIORS I ,' r ,' } irs,,,,„ E---)4 Ko V...., vr.,-.L.1-I x"112,I Litx3 7_2-2)I , _ - __ T_ _ a _ _ _ _ _ — �_ _ __ .. __ _ ki fit! ._. _: . I _ r .i s il P-1 1 Fl I { E , 1-4 1-4 r=te, i I-4 1' ;I , 11-4 1 4- 1'° , 1`.,A-° 1 y It 'T 0".'".R t i:-- k 4 ! '< 1-,6•12., € ,)<C ;9o-00 <`'` V i r>4 ti ,.-_ ?. ... t } v -. t i ` . ,1 TOOLED EDGE PAINT ONE SIDE g ? \ :� t 1 WITH ASPHALT 2" 2" SEE DETAIL - 6x6 W2AxW2.0 `_� � !"), , y ##'. F s Y W.W. 8t 5" SLAB, 3" u r W / ''2 •1/.72 C° t , 110 6X6 - W1.4xW1.4 �a Y. Ii° P)c `c s'r.` 1 p �7 bl� � _ W.W.F 4" SLAB %" as-- — - `�`--` °�� � � ' - TOOLED EDGE FILLED I AREA TO RECEIVE ,-; - ..P..., WITH HOT POURED JOINT '4 r t FILLER IN EXPOSED FLOOR COVERING F ' I� 2 3 "� �� _ AREAS I 1 �� , ; iIr \ , a- H 1 4 -4 `c i ' •THICK VAPOR q >y 1 Q � 1 Fi . \\ 1 1 1 _ • -s- . , .� -- \ � 3'-0 3 0 �- � - � �- - BARRIER. {TYPJ 1D1- r D 1 ,, \ 1 . ,. .r.r.�,�JL -- NSTRU DETAIL TOOLED EDGE DETAIL - — ::rt,L� "11� rt` .I,i x , ¶v CONSTRUCTION JOINT NOT To SCALE ; ° ' CO C DETAILS r .s , , t 1 I \ j NOT TO SCALE II , g -r-pr-"T k1 .:I#.r fi 1 i t1 - }�" 11 -- `t 1 - 1 j 1 ;, II !, l \ 1 t >. 1 °6f �. _: ,.1. j" FIBERBOARD X T 2" 2" > 1 �a 1 s} _ i DEEP OR SAWCt ° TOOLED EDGE 6x6 - W2.0xW2.0 SEE DETAIL W.W.F 0 5" SLAB,• 2 2 W W F 4 SLAB !\ I I FILLER EXCEPT ilti xW F- �25'xS AB, �" " W 6x6 Wl 4xWi 4 {1 _i \l c i 1 r4 `-, 31 4 1 -..- ,•- `.>1 a=t�1: -'1r 1 WHERE FLOOR CO'vEkiNG i/T 6x6 F W1.4xW1.4 -`\ 11 C 1 t "m IS REQUIRED 4" SLAB L aiiiiiMMISE _4..._ "Mil W I, W . FrailiMILIMIER. §= 4" D1k X 1' 3" PLAIN STEEL 2 LAYERS,6, MIL '¢ " K. J' I , '> .' ; 1.e1>i-�1'r DOWELS GREASED AT ONE THICK VAPOR 1 I 11 4_-4:� :`':4 '(°°. ;,', : 11 • 2 LAYERS,6 MIL •- ...;..... 11 i . �: _ AND 12" O.C. FOR T > 5 ' �. THICK VAPOR END 16" O.C. FOR <- 5" BARRIER (TYP.) . BARRIER (TYP.) P.OPTIONAL CONSTRUCTION JOINT DETAILS = t 1 € '' ' s iZ.11 x.1�`I,1 `I<,l 1 1-4,..r.2 . ,f . �:=¢ ?€+ , CONSTRUCTION JOINT DETAILS "�� I,-- 1 �,' ``.�"� � H _... � �`" 1 r-_-4--� �'".� ���.°t° � �'°� � � ue:« � NOT TO SCALE NOT SCALE . t REI FORCED C C ETE sr EXCAVATION EARTHWORK '^ 1. ALL FOOTINGS SHALL BEAR ON UNDISTURBED EARTH OR COMPACTED FILL. . 2. NO CONCRETE SHALL BE POURED ON FROZEN SUBGRADE OR IN WATER. 1. STRIP ALL TOPSOIL FOR AREA OF BUILDING & PAVING, STOCKPILE ON THE SITE. A. 3. NO CONCRETE SHALL MAINTAINED ABOVE 60 DEGREE F. FOR 5 DAYS MINIMUM. 2, SUBGRADE AND ALL CLEAN, SANDY FILL SHALL BE PLACED AND COMPACTED TO s:94:I4'.--2: -=4,II - : 1 % =7).) •�.i 1 4. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 4,000 PSI. 97% 12"971a RELATIVE DENSITY IN 12 MAX. LAYERS. FOOTINGS SHALL HAVE A BEARING .{ : �,; -===..,' ; r - I 5. REINFORCING SHALL MEET ASTM A 615 GRADE 60. CAPACITY OF 2,000 PSF. I - ' -- WELDED WIRE MESH SHALL CONFORM TO ASTM A185. 1 F 3. ALL EXCAVATIONS SHALL BE BRACED AND SHORED TO PREVENT CAVING, AND 1 a ', 6. REINFORCING SHALL BE LAPPED 36" AT SPLICES WITH SPLICES OF ADJACENT BARS SHALL BE PROVIDED WITH POSITIVE DRAINAGE. STAGGERED 36" MIN. GRADE BEAM AND CHAIN WALL REINFORCING SHALL BE 4. BRACE ALL RETAINING AND FOUNDATION WALLS TO PREVENT DAMAGE DURING CONTINUOUS AT CORNERS AND INTERSECTIONS OR EQUAL SIZE CORNER BARS BACKFILLING OPERATION. ,,- PROVIDED. TIE ALL SPLICED BARS. 5. ALL BACKFILL AT SLAB OR FOUNDATIONS SHALL BE PLACED IN 12" MAX. LAYER • 7. LAP WELDED WIRE FABRIC 6" AT SPLICES. PLACE IN TOP OF SLAB AS SHOWN. AND COMPACTED TO 95% RELATIVE DENSITY. I 1 = _ �l 8. SLAB CONSTRUCTION JOINTS SHALL BE AS DRAWN. POUR ALTERNATE SLABS IN 6, FINAL GRADES AROUND THE BUILDING SHALL PROVIDE POSITIVE DRAINAGE AWAY - I I \ CONSECUTIVE SEQUENCE. WAIT 8 HRS. FOR POURS OF ADJACENT SLABS. FROM THE BUILDING FOUNDATION. I \ �' �� REINFORCING SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS. �� �� � 1 /�, ,f 9. PLACE 6 MIL POLYETHYLENE FILM UNDER ALL SLABS ON GRADE AND WET CURE 1 ,' SLABS UNDER POLYETHYLENE FOR 7 DAYS. I i' iY, 10. SET ALL ANCHOR BOLTS FOR BUILDINGS AND MISC. METALS BEFORE POURING DRAWN I \\ SURROUNDING CONCRETE. SEE PLANS FOR SIZES AND LOCATIONS. `' k i I '\ 11. ALL CONCRETE AND REINFORCING SHALL BE PLACED IN STRICT ACCORDANCE WITH THE RECOMMENDATIONS AND APPLICABLE REQUIREMENTS OF ACI 318-83 \ REINFORCED CONCRETE-BUILDING CODE AND ACI MANUAL ACI 315-83. I \ 12. MAXIMUM CONCRETE SLUMP SHALL BE A MEASURED 4" AT EACH TRUCKLOAD. NO call , 1 WATER SHALL BE ADDED TO THE CONCRETE AFTER SLUMP TEST IS MADE. _ .,. . �_.�_ . ., __ :.,,,i,„.:,,,,::,:;,,. CONCRETE SUPPLIER SHALL FURNISH A SLUMP TEST PERFORMED BY AN I .� ~ — INDEPENDENT TESTING LAB FOR EACH TRUCK LOAD DELIVERED TO THE JOB. .,. a . NO. THE PLANS, ELEVATIONS, DRAWINGS. ILLUSTRATIONS, AND I OTHER MATER4AL CONTAINED WITHIN MIS SET ARE THE 1t1 • PROPERTY €�F Trif RIO-0.4044 N3i.i DESIGN N CFN7E4r ,KG ° AND MAY NOT EE REPRODUCED. EITHER iN PART OR WHCLEY 5it..f �.N THE RICHMOND HILL L�:.� V CENTER. INC. <„� �: CONTRAC'TL SA,tL! VE VWY ALL DINE.N5: ;S t-; f 6 it r; I I__ I W TmiN THIS s f Ina:MEV TS AND -ALL RE. T A."'T z E LY25 h 5 ES 3 Tr �Ri i! E ;MM TE f S _ PLAINS SITE woRK „.__... ,,,., .- - - --, ,,,,,.0? _ FOR Lot Number 81 _ C Jones Avenue • Tybee Island Georgia FOR 1 . wr •and • 1 lams Charles • O . Box 484 Tybee Island, 31328 DWG. NO. DESCRIPTION , Cl COVERSHEET illire p'4e oy.r t m 9t 02 EXISTING SITE PLAN st,0 ;mon ' • y 4 ok T. Y a L , C3 PROPOSED SITE PLAN 80 o O a C4 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE I ° o c9� �m 0. L1. ° ° C5 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE II TYESMe ISLAND Q .v C6 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE III a — - O Q ��R G 07 NOTES AND DETAILS m V�GISl 4 ,,Q ' ...' p�ji. 1,,,' ._ sJ2'_ 4o.28372 C8 NOTES AND DETAILS * 4th ' PROFESSIONAL. L SITE ■ti:r4fAcis , �`j SCHEDULE OF DRAWINGS VICINITY MAP BOSWELL DESIGN SERVICES, INC . 103 NASSAU DRIVE SAVANNAH, GEORGIA 3.141 O `�`�Sam-cr, 912 - 897 - 6932 , 4* LAHBOS @ BELLSOUTH. NET ( / sEFDRE.w UTILITIES PROTECTION CENTER 1-800-282-7411 JONES AVENUE 60' R /W BENCHMARK TOP OF R. R. SPIKE EL. 5.98 \AVD 88 ç- 6 _ \ / o . - 6 _ w 6 — f r // OF EXE`um. D�AINAG S'VALE f •6� \ 6° C..;--RATE I\11 ._.-\ �h \�` <0. N 21 °00'00» E — 6, \ 21 °00'00" = 54. 50' o\ ,6 --e 0 k_______ID e 26.02' 66.81 53.23 52.98' 1 �. th ...... ....1 L I._.,Y --- Cr t'I cit�• 0 0 10) BSL t E i4 .t LL • 0 I I } N I- 0 . � h IX �.� N �. O 1 •< . 6� c (0. ) c 0)L� 4 \ O 6 Q 0 (� CD 6•'ID 0 gyp. J Q co co Et Cr 0 I 1 � I zQNU)Li CN 00 0 W r.,(T) Z ---,, 2 D (0-0 n ._.., , ..,_ ,, N. . .,,,,i:rils'.,,.: 1_, 1_,, — - = ,,, ,,---- -. ,_ o u) ..„------- 5- ,,„o_c_mED__t_o__:2-___:_:,:;,-- • L0 I 81 — C �� w• A00D PR V C Y _E NCH - S •6 p< 1 1 (.1) U) I L r w : o : CO co o o LOT 81 — A ),,,, _ Asy 11II 111 I I— Co -I--J J ^\ W 1 W � U ic> 1>: z co Li EXISTING • .� �� ��� I_._... BUILDING TO 0 Q$*I h`•° I S BE 'REMOVED CD I`' 'f, y- . a i 3 10' BS L I , CO►� '��► I (c) i , 5/8 R.B.F. ,i. �� R.B.S. 2 R.B.S. 54. 50' S 21 °00'00" W ilo9/ 1 I {"` f — d I 5 c 7 —I � CL `• •6 W 6 • qp Z W o 0 w WC-) U0 I' I W Q 0 I 8 — D ¢ d �2 Q C.0 • Dw __I pZ z Z oW d } cn 0 ) W W < X M �U) w EXISTING SITE PLAN ~ Q I 1'j = 10' U Survey Information : 1, Surveyor : Barret Surveying 2. Date of Survey : June, 2008 3. Survey Datum : NAVD 1988 Project Information: EASEMENT NOTES: GENERAL INFORMATION NOTES: P.I,N, : 4-0007-19-001 1, THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE CONTACT A MINIMUM OF 72 HOURS 1. EXISTING INFORMATION SUPPLIED BY BARRET SURVEYING, PROJECT ADDRESS : 1402 Jones Avenue ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND PRIOR TO DIGGING RECORDING. s`�SpRpiECr, cc ACTUAL PLAT INFORMATION MAY BE OBTAINED BY THE SURVEYOR, ZONING : R-2 2 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED, o`er rcP 3. GUIDING SET SACK DISTANCES AND BUILDING SIZE HAVE BEEN SITE SIZE : 0.10 ACRES TOTAL ' SUPPLIED BY THE SURVEYOR. ESTIMATED DISTURBED AREA : 0.07 ACRES SETBACKS STREAM BUFFER ENCROACHMENT NOTES : c�` 0 FRONT = 10' UTILITIES PROTECTION CENTER NOTES: SIDE = 10' t NEW STRUCTURES ON THIS PROJECT DO NOT I-BOO-282-7 II 1. CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, LEGEND SIDE = 10' ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED REAR = 10' ENCROACH IN THE 25 OR 50 FOOT STREAM UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. ITEM EXISTING PROPOSED BUFFER, �o R G BUFFERS N.A. FOR LOCATING ALL ' SI�F 2, CONTRACTOR IS RESPONSIBLE R EXISTING UTILITIES PRIOR TO COMMENCING OF )x FG DEVELOPER : Charles and Woody Williame 2, NONEXEMPT ACTIVITIES SHALL NOT BE WITH SAME.CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT TOPO \`' 12,3 ESSa WITH SAtYfE. ANY DAMAGE TO EXISTING UTILITIES SHALL TRAFFIC AND RIGHT-OF-WAY NOTES: OWNER ADDRESS : P.O, Box 484 CONDUCTED WITHIN THE 25 OR 50 FOOT BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. f STREAM BUFFER AS MEASURED FROM THE q NcIN .c,, CONTOURS •---12 1, ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE PHONE 912-657-3394 3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA POINT OF WRESTED VEGETATION WITHOUT 'Qk A. god WITH THE OWNER, ALL ITEMS NOT TO BE RELOCATED OR PERSONNEL. FIRST OBTAINING THE NECESSARY VARIANCES GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE DRAINAGE FEMA MAP NOTES ; 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED AND PERMITS, CONTRACTOR, FLOW •"E — — - - —' FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED, ARROWS 1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA OF ANY WORK WITHIN RIGHT-OF-WAY. "AE-11" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER DRAWING NUMBER DO NOT ABANDON UTILITIES IN PLACE, 13051 C0326F, MAP REVISED SEPTEMBER 26, 2008. (88 SPECIAL CONSTRUCTION NOTE; DATUM) GUTTER NOTES: CONSTRUCTION. PARKING 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED TOP OF TPS IF THE CONTRACTOR KNOWS OR CAN REASONABLY 2. THIS SITE IS IN ZONE "AE-11" AND IS LOCATED WITHIN 1. OUTTCRO AND DOWNDrOUTD 31IALL Dg' UTILIZED TO DIRCCT NCW BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT SCALE: 1" = 10' 12,30 THE 100 YEAR FLOOD ZONE WITH A MINIMUM ELEVATION ' ' IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO C_2 6, PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. SLAB SET AT 11.0. (88 DATUM) REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED -,21-6{ TCRC CIIALL SC INCTALLED CO THAT ALL DOWNCPOUTC ' TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK — X TREES TO BE REMOVED, 3. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO ARC T'LAOCD ON THE DOUTII, CART AND 1ti'CDT 010E3 or NCW REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 0 10' 20' 25' ANY CONSTRUCTION ACTIVITIES. OTRUOTURC TO DIRCOT ROOT RUN Orr. OR CONFLICT, 2 OF 8 SHEETS , . JONES AVENUE 60' RAN MATCH EXISTING BENCHMARK PERMEABLE DRIVE PAVING ELEVATIONS — AS PER CITY OF EXISTING TOP OF R.R. SPIK- TYBEE ISLAND SLOPE ORDINANCES �� 0 0 �� _L. 5.98 NAVD 88 h ` `-�►, � TD ° — • , • 5.60 c. 21 °00'00" E 5.73 21 °00'00" E 54. 50' tI� —e O �--s� F 0 et j •R.B.S. �� o 26.02' n 66.81 53.23 52.98 ___ -. •0 0 O 10"'" B=5 L: ;r,., . . I I� _.__ _ .. . �, ) d m I- d w a �. p C7 rn 0 %////, r r '//// // ° �' CO LL L / / o 0 0 d 0) c1 CO 0 I / / I � Q/ - w a' / / CO W zzNo m n - , i u) Lo • o _0T 81 - C � W FG 4 W , / WOO I IV AC EI�C + E /, /i _I i 4• (f) 0 87 LF SWALE , PROPOSED r I 'CO / -C AT 0,23% I � � R-SIB=N10E / o ° o o 0 I 81 - A / / ,• TPS - v cc) A �.00 / 'p 5m N � s / Li a Q Op I N / I a E I / it z w o I / / I / n . ° ' N 0 / FG / 1 I _ -FiNiSHED . ! / 6,0 / �� I I J EXISTING- GRADE Co I O <C GRADE / �• 1 __.. VARIES `1 VARIES _ 10' SL ' < `\,:.\,(,, -'\, vr, 5 8" R B F ' R.B.S. / I <.,:;:" Q / � O — 1 v rrrrr �:. rrrrrrrr Via, r�\..- ���������� _j Z. Imo. — — R.B.S. 5 4. 5 0' --�--- S 21 ° 0'00" W � ON ATIONS SHOy�N U 52 LF SWALE FG �<, I .":.1 > 5,g MAIN OUTFALL SWALE DETAIL z ° o o ��- AT 0,38/ I 6' • not to scale W O I m '� �ZO > Q � i D W � i] z U7 ICI 5 - D Z zcn zz O Q 4 n - GENERAL DATUM NOTE : 0 O m W Q ° 1. TOPOGRAPHIC SURVEY IS BASED H CG ON NAVD 88 DATUM. _ 2. FEMA ELEVATIONS ARE BASED (.) ON NGVD 88 DATUM. 3, THE CONTRACTOR SHALL VERIFY POPOS5D Sire p1_ AND UTILIZE CORRECTION CONTRACTOR SHALL FACTOR 1" = 10' GUTTER NOTES: ( to be supplied by a licensed surveyor in the state of' GA. ) PRIOR TO AND 1, OUTTER3 AND DOWN3f OUTS 3IIALL DC UTFLIZCB 7.0,- 911RCOT NEW DURING CONSTRUCTION. ,P, OUTTCR3- ) #& t d3-offT-3- LL D£ MOOT 15 ...:-LINEAR rCCT Or TUC DUILDINO TO DIRECT ROOF RUN or STREAM BUFFER ENCROACHMENT NOTES ; CONTACT A MINIMUM OF 72 HOURS _ -- - - = - --= - - - - ::' PRIOR TO DIGGING ronob3 F -100 s,CHT tife-T D£ 1, NEW STRUCTURES ON THIS PROJECT DO NOT J:\ cc p FEMA MAP NOTES : ENCROACH IN THE 25 OR 50 FOOT STREAM 1, THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA BUFFER, PAE-11" ACCORDING TO F.LR.M. COMMUNITY PANEL NUMBER 13051 C0326Fj MAP REVISED SEPTEMBER 26, 2008, (88 �g<��tnE vW�`U DATUM) 2, NON-EXEMPT ACTIVITIES SHALL NOT BE UTILITIES PROTECTION CENTER GENERAL BUILDING INFORMATION NOTES: 2. THIS SITE IS IN ZONE "AE-11" AND IS LOCATED WITHIN CONDUCTED WITHIN THE 25 OR 50 FOOT 1-800-282-7411 CTID C NOTES: THE 100 YEAR FLOOD ZONE WITH A MINIMUM ELEVATION STREAM BUFFER AS MEASURED FROM THE 1, PROPOSED BUILDING FOOTPRINT 1,540 sf (envelops). 1, CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, SET AT 11,0. (88 DATUMI POINT OF WRESTED VEGETATION WITHOUT 2, PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED 3, CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO FIRST OBTAINING THE NECESSARY VARIANCES ��o R �q PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES, ANY CONSTRUCTION ACTIVITIES. ���iST GEORGIA ORDINANCES, 2, CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL AND PERMITS, c,\S PRIOR TO COMMENCING OF �* -- -�72 �` 3, PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION EXISTING UTILITIES PRI BUILDING PAD NOTES : PROtESStONAI WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS, CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT i DUILDINO rADO t tAVC DCCN A f.;Uf4)CD TO t3C TRAFFIC AND RIGHT-OF-WAY NOTES: EASEMENT NOTES: WITH SAME, ANY DAMAGE TO EXISTING UTILITIES SHALL ��tg`y BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR, 2,000 Or ron OOlJC1�1ATIO rU1:rOOCO AND FOR 1, ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE 1. THE OWNERS ENGINEER AND SURVEYOR ARE TO COORDINATE FHGI 3 CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK "DTI �€ COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND 44) � GENERAL DRAINAGE NOTES: - - - - -- - _ PERSONNEL. RECORDING. WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR _ _ __ T _ - _ : - CIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE Ord TIIC3C rLAND AD • • • . • = -OR 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED 2, ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED, -- - _ _ _ - _ _ _ _ _NORM, CONTRACTOR. ELEVATION. FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT , _ - - - - OF ANY WORK WITHIN RIGHT—OF—WAY. DRAWING NUMBER _ 4, REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED, _ _ . ; :_- - _ IONO WI tlC1 I CAN NOT DO NOT ABANDON UTILITIES IN PLACE, A('rROXIrv!ATCL',' 4" DCLOW FINI3IICD FLOORS, SPECIAL CONSTRUCTION NOTE: 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED 4, BUILDING F.F, ELEVATIONS TO BE SET AT A IF THE CONTRACTOR KNOWS OR CAN REASONABLY y L I +� TFhC yE�� er oitTKf25 AND CONSTRUCTION, MINIMUM OF 1' ABOVE F.E,M,A FLOOD ELEVATION BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT SCALE: 1" = 10'•:. „.. _ . ..., . _ • __DOWN3rOUTO TO DIRECT RUN OFr, OR AS PER LOCAL JURISDICTIONAL REQUIREMENTS, IN THE PLANS, SPECIFICATIONS O CONSTRUCTION STAKING AND FAILS TO _• 1 C MIMI 3 6, PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED - - - I ,AOC TREES TO BE REMOVED. 5, CONTRACTOR IS TO VERIFY F.E.M•A ELEVATIONS TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK 0 10' 20' 25' EITY @f- Tl't3CC C'XiSFfhd9 fl'RA b X TR E AND LOCAL CODES PRIOR TO ANY CONSTRUCTION REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OY�TC1y1 AND CAOC74fCNT0, ACTIVITY. OR CONFLICT. 3 OF 8 SHEETS / JONES AVENUE 60' R /W Co i um) LCD Loci Lou � �� 1-7.— _ , _____:,, .." 0,..,,,,„ -, / . ,, 1 § § ,c.•4) LL: ____ 6 iviL,:if:, reratel;_47--_____-, .___J Dw.w.w " Z .- . I i egi did ':,-- GH A-I ti El �o o W I o i i Du N 21°00'00" E - ��1�_® o - Dal ,, t\ 21 0 0° C' 5 4. 5 OIL ERO�ION LEdEND —e 0 k_____o e ! ,t t • �� D 8� TEMPORARY SEDIMENT BARRIER lb � � Sd1 A , '� 26.02' 66.81 ' u- 53.23' .-. 52.98' S. 1 � ,y,• O ! CU W---- -; / 1 ! ,co TEMPORARY HAY BALES Sd 1-Hl- CL. O O _ 10' 1BSLrC� ,)• i E N!_ :T _ tLi __• . i — " �- c�• CONSTRUCTION EXIT Co Lii N v D u > � < o ) �- I �� C) O ,� //// ////// I I 0 ,- • LL r LI_ Dal ' / / Q ( Q I h MULCHING p$1 W z • 00 0 00 D a2 >�o / / o • > m ` DISTURBED AREA STABILIZATION < C\1 F- I. (� / / < O *TN TEMPORARY SEEDING DR2 i 0 D CC) " I q / / S dl-A (0 Cl) ° CO 0 N / (n I DISTURBE AREA STABILIZATION Ds3 D J 0� / / <( \ ` , // / < WITH PER NENT SEEDING j" W V Lo OQ DISTURBED AREA STABILIZATION p-8 m h∎ — I W WITH SODDING ( nn z = , @ 0 ' I � h V1 Q � 0 81 C _ ITT a / < h� CHECK DAM d S w co z 4� m / I _ \j F� R 1 / r CY FENCE 11* / / I § 6 / OD '"— STORM DRAINAGE OUTLET PROTECTION i < _j ' I PROPOSED Dal I' _ f INLET SEDIMENT TRAP Sd2 W. Is o R _SIDE\CE / o / � I / / Da2 / _ — I > I < ei 0 I �.J SEDIMENT TRAP Sd3 LOT 1 A / LIMITS OF / ( ► / d- O ' / DISTURBANCE / GEOTEXTILE Ge LIMITS OF �- �), & / � ( 3r r � � DISTURBANCE / / < ' > CHANNEL STABILIZATION / I.' I , } VEGATATION U 0 I / ( ,- _ _ ROCK RIP-RAP w D / CONCRETE Y N U Dal P / / / ' LEVEL SPREADER Q m ° i o cn De2 o) I H 0 f / / < I h� / I ' RETROFIT Rt o ° Sd1-A / / 7 O I S L Y• DUST CONTROL Du . i a mo `a' o < 0 N §> r� ;. / I co L. . 5/8" R.B.F. 'u — i A ,�. A — , A — --.x1, — A / 1 0 c< 1�• Lcd--•Lou Lou Lou � Lou / W 1i h• w R.B.S. 54. 50' 21 °00'00" W , / LEVEL II 1 1.1 CERTIFICATION z I 6. N. I �� NO. 2104 w Q EXPIRES 11-5-11 < _J o Sd1-A LIMITS OF Q 0 1 0 8 /' - D DISTURBANCE � U W 3 5 z SPECIAL SOIL EROSION PREVENTION NOTES ; z 0 >-. 0 O WU OU ~ W > p� 0 z t� 1. The state of Georgia requires that the Initial soil erosion prevention m d z 0 S = W .9O%L. ,e 1�OSZON AND SEDIMENT CONTROL PLAN PHASE I measures shall- be inspected by the designer Within 7 days after w Q OZ o 1„ = 10, installation, Z z z z W QQ 2, It is the responsibility of the contractor to notify the so1G erosion 0 w Q o prevention plan designer within 7 days after the initial- soil- erosion _I M W U) d measures are in place for inspection, I- f: z < 0 3. Soil erosion prevention plans shalt be kept current and on site or I readily accessible at all- times during the duration of the project until REQUIRED SEDIMENT STORAGE CALCULATIONS after final stabilization has occurred W J SEDIMENT STORAGE WILL BE ACHIEVED BY STORAGE BEHIND THE 4, Primary permittee must provide a copy of the soil- erosion prevention 0 SILT FENCES. plans to each secondary permittee, REQUIRED SEDIMENT STORAGE: Erosion and Sediment Control- Phasin 5. Contractor is to keep a record of his inspections of the soil- erosion Phasing control measures to include at least the following; A7 C•Y, x 0.07 ACRES = 5.0 C.Y. REQUIRED a, date and scope of' the inspection ACRE b, name of person performing inspection CONTACT A MINIMUM OF 72 HOURS Initial Phase (Phase I� P P 9 P PRIOR TO DIGGING SILT FENCE AND DETENTION BASIN SILT STORAGE: a. major observations (including noncompliance incidents) PRIOR TO ,, c� 7 This phase shall include Silt fencing and construction Inspection reports are to be kept current and on site or readily 230 LF SILT FENCE x 0.09 CY PER FOOT = 21 CY � P � .� exits and sediment and detention ponds to be installed accessible at all times during the duration of the project until after final p TOTAL SEDIMENT STORAGE = 21 CY stabilization has occurred, 21 CY (supplied) > 5 CY (required) prior to any Land disturbing CQ- activities to prevent sediment from leaving the site. 6. Sampling of the outfall is the responsibility of the primary permittee �.� and sampling requirements are to be as per the NPDES general permit. Intermediate Phase (Phase It) UTILITIES PROTECTION CENTER 1-800-282-7411 STREAM BUFFER ENCROACHMENT NOTES 7. silt fencing is to remain in place until- final- stabiUazation, 1, This phase shall Include construction of any outlet 8, Waste materials shall- not be discharged to state waters except as structures, retrofits, check dams, inlets authorized by a section 404 permit, (PR- r /q t NEW STRUCTURES ON THIS PROJECT DO NOT protection and temporary grassing, IN THE 25 OR 50 FOOT STREAM 9. These ES & PC Mans are in compliance With waste disposal, sanitary 40. 28372 �'` PROFESSIOkAt * BUFFER. Final Phase (Phase III) sewer and septic tank regulations. _ 5» tB-• 90, Great care shall be taken to prevent oil spills and leaks. In the event q, 4G1v\O- \`, I, This phase shalt Include outfall protection, any revised that a spill shall, occur, stop the spill- source immediately and implement k A. e� 2. NONEXEMPT ACTIVITIES SHALL NOT BE inlet protection and any other permanent devices, BMP's and clean-up for the spill. CONDUCTED WITHIN THE 25 OAR 50 FOOT DRAWING NUMBER STREAM BUFFER AS MEASURED FROM THE WETLANDS NOTE; , SPECIAL CONSTRUCTION NOTE: POINT OF WRESTED VEGETATION WITHOUT ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS BMP REMOVAL NOTE ; IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT �+ �+ y /� p /� �+p OF ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT 1, RETROFITS, PERIMETER SILT FENCE IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: 1" = 10' C.4 FIRST OBTAINING THE NECESSARY VARIANCES of NATURAL RESOURCES, LOT OWNERS AND THE AND CONSTRUCTION EXIT TO BE LEFT IN REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR PLACE UNTIL FINAL STABILIZATION TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK _ AND PERMITS. DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PROPER PERMIT APPLICATIONS AND APPROVAL, HAS OCCURED, REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. 10' 20' 25' 4 OF 8 SHEETS JONES AVENUE 60' R /W co ...IQ:-LCD LAD LAD LAD_LAD LAD - <y cP ~2 LI .. _______A ___co,. . . . .r,,,,,,, :2:: , :::::: . , , , ,, --: --- --' 6 'I.\--, ' ::: AAP.—7— 74 — ■ : • ' C ( i.w.. 1, S _ X ST.e D i> f it F. ` ,l i tl w ® - ,�•�• O N � � � i 7A� N 21 °00'00" E - - �► �_! ••MM o ■ D82 ce OIL ERO ION LEdEND ,. C\ 2 0`0° 54. 5 —e 8 e ,rc `� �• I TEMPORARY SEDIMENT BARRIER S(}�A ' 1 ' ►-� 53.23' .-� 52.98' I ., �� ii; 26.02 66.8 I �► l .S. , , �\ ' TEMPORARY HAY BALES `Jd1-H� t ('� 0 O co . O \'-101 .B S L;f 1;i`, . N r T ____- _._-I i ------l----- ;6,(0-. II T i i O a_ �,°c� I I ` CONSTRUCTION EXIT CO w N ........• > (� < ° )� I U O . '/// ////// I I ° ' `-' H co LL — �L- D s2 I /, 12 ,0,.,- 1 ° I h MULCHING Ds1 > L>, 7t z P CZ CO CC a �» / / - < O) I `) DISTURBED AREA STABILIZATION � < tV : m 3 / _ co S dl-A (0 *ITH TEMPORARY SEEDING Ds2 r n O N tD I / Cr) I DISTURBE AREA STABILIZATION D83 -i N 0 I / 0 �> � / < I- WITH PERMANENT SEEDING ✓ w N -I I- , T � (J) 00 DISTURBED AREA STABILIZATION Ds4 V (l1 w Ca (� I � W y�riTH SODDING �~ d = Ua ( ' - 1 I �,� Z QNU) 1 C LO 8 W _ �, z< c).--a / < ` h CHECK DAM d S O z _< < -:.-;--- -1 // cp. •\ PRIVACY FENCE ,/z` I ( / / k �> i h� STORM DRAINAGE OUTLET PROTECTION i �' J cI , PROPOSED : 12 < ( Ds2 INLET SEDIMENT TRAP Sd2 LL_I R_SIDE\C_ / o § / ° ,/ ,§ Io ►� LOT A I > / / < )4D.o -i-J SEDIMENT TRAP Sd3 (f) l' ) / LIMITS of / 11 ' �' / DISTURBANCE GEOTEXTILE LIMITS OF 41 i / I CO DISTURBANCE > / / < I �� `r CHANNEL STABILIZATION . 0 I / / I �. I 1 1 VEGATATION ., I 1 / CONCRETE = I / / _10821 ° 1 / ( LEVEL SPREADER 4 Z m o 0> / / 1( h� / I < RETROFIT 0 0 T ° Shc-A / °I / ( �: ° dm 10' S L Y / � I DUST CONTROL Du o ' o o N h N►- ---►. 1 5/8 R B F. 1 A — A -- — as — w -u / i = . QC� LIG�O--- .LAD LAD LAD I�SbT---UM—..—G22-13-0. O ��o w I1 I Lt• R.B.S. 54. 50' Si 21 °00'00" W / 0 LEVEL II < I- CERTIFICATION ° Lii I N. I Co* I NO . 2109 U z 6 � ISSUED 11-5-05 Q o_ I 'Sdl-A _ LIMITS OF f � EXPIRES 11-5-11 ¢ o 0 I 8 ' — D DISTURBANCE I U w z zo pO 0 SPECIAL SOIL EROSION PREVENTION NOTES ; w w O X > 0 1- T CONTROL PLA A` PHASE . ,T 1. The state of Georgia requires that the Initial soil erosion prevention m d Z o = w SOIL ,E oszoN AND SEDIM,EN C /V / /� /Y measures shall- be inspected by the designer within 7 days after = W z 1'" = 10' installation zz � ZZ w Q d - 2. It la the responsibility of the contractor to notify the soil- erosion 00 n0 w u) d o prevention plan designer Within 7 days after the Initial- soil- erosion ,J 32 III U) measures are in place for inspection, E-- r1 z d O • 3. Soil erosion prevention plans shall be kept current and on site or U O readily accessible at all- times during the duration of the project until- 0 ix after final stabilization has occurred, w J 4, Primary permittee must provide a copy or the soil- erosion prevention 5 plans to each secondary permittee. Erosion and Sediment Control- Phasing 5. Contractor is to keep a record of his inspections of' the soil- erosion g control measures to include at least the following; . • a, date and scope of the inspection Initial Phase (Phase I) b. name or person performing inspection CONTACT A MINIMUM of 72 HOURS a. major observations (including noncompliance incidental PRIER TO 01061N6 j � 9 P „RoTEcT,, 1, This phase shall include Silt fencing and construction Inspection reports are to be kept current and on site or readily ;,-' ee accessible at all times during the duration of the project until after final ° ';, exits and sediment and detention ponds to be installed stabilization has occurred, prior to any Land disturbing �activities to prevent sediment from leaving the site, 6. Sampling of the outfal! is the responsibility of the primary permittee .� and sampling requirements are to be as per the NPDES general permit: UTILITIES PROTECTION CENTER Intermediate Phase (Phase II) 1-800-282-7411 STREAM BUFFER ENCROACHMENT NOTES 7 Silt fencing is to remain in place until- final- stabiliazatlon, 1, This phase shall include construction of any outlet 8. Waste materials shall- not be discharged to state waters exoept as o R structures, retrofits, check dams, inlets authorized by a section 404 permit. C' IsT �' t NEW STRUCTURES ON THIS PROJECT DO NOT protection and temporary grassing 1 F , 8, These ES b PC lane are in compliance With waste disposal, sanitary 40.28372 ENCROACH IN THE 25 OR 50 FOOT STREAM sewer and septic tank regulations, `�' P l' *` � ,� *` BUFFER. l=maL Phase (Phase ITV 5-/%. � 10. Great care shall be taken to prevent oil spills and leaks. In the event q,� l-1 ti ' ■, 1, This phase shall include outfalL protection, any revised that a spill shall- occur, stop the spill- source immediately and Implement k 4. B 2, NON-EXEMPT ACTIVITIES SHALL NOT BE inlet protection and any other permanent devices, BMP's and clean-up for the spill. CONDUCTED WITHIN THE 25 O'R 50 FOOT DRAWING NUMBER STREAM BUFFER AS MEASURED FROM THE WETLANDS NOTE; SPECIAL CONSTRUCTION NOTE: POINT OF WRESTED VEGETATION WITHOUT ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS BMP REMOVAL NOTE ; IF THE CONTRACTOR KNOWS OR CAN REASONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT OF ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT 1, RETROFITS, PERIMETER SILT FENCE IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS To SCALE: 1" = 10' C. 5 FIRST OBTAINING THE NECESSARY VARIANCES of NATURAL RESOURCES, LOT OWNERS AND THE AND CONSTRUCTION EXIT TO BE LEFT IN REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED AND PERMITS, DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR PLACE UNTIL FINAL STABILIZATION TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK DISTURBANCE TO THESE PROTECTED AREAS WITHOUT HAS OCCURED, REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY PROPER PERMIT APPLICATIONS AND APPROVAL. OR CONFLICT. 0 10' 20' 25' 5 OF 8 SHEETS ■ JONES AVENUE 60' R /W BENCHMARK CO TOP OF R.R. SPIKE co c) EL. 5.98 \AVD 88 •LOO LOD LCD LOD—a"- LOD LOD •._, <', , _____ ,,, :„ ,,„11 „...,..., Li: r-7.,-, __A _ -,,,___:- , Nye IP 0 'N'L.,../ -- :4't-73-1 § g,.4 . . . ,, --- \- . .krAW , - ;----- --- . a_ . t ctt, , ��� Co� /: O F X I ST. D Rg,.-„ _ vVdst. , 'mkiiiiiide ec — — + 54. 5 ; .�16 �� �a4 1 o 1OIL ERO ION LECiE.�VD —e 0 k_________O 26.02' 66.81 ' 53.23' .-. 52.98' t l ~ 1 I. 3 S. •; N TEMPORARY SEDIMENT BARRIER Sd1 A to TEMPORARY HAY SALES 0 (�/ Sd1-Hb (j j('�j . 101 BS :- L IN_ _' ♦ N u = , ' \ ' / './ / " < i �� h ' �, CONSTRUCTION EXIT U O //////� ////// I I0 , — . H CO LL LL- I D 84 / / • ' 0 i MULCHING Dal J' 1- w / I o w z 1i W Ch / / < O� • O DISTURBED AREA STABILIZATION U-1" ,Q N CO D CO c9 / / Qo dl-A o WITH TEMPORARY SEEDING D� 0 CO O D (N CO 0 s I / / (f) I DISTURBED,AREA STABILIZATION D83 0 ' --1 D > i / c *ITT PERMANENT SEEDING f (Q W W ti(n oti I T Q DISTURBED AREA STABILIZATION D84, Q Co @o co / — �i I 1 h� W * SODDING Z = N W 0 8 C I _ I �a , < h� ��y CHECK DAM d-S W co z 0)- 2 I • n - ..< WOOD L1 P R I�v`ACY C T I / 0 hC< I— STORM DRAINAGE OUTLET PROTECTION > d / ' J A 2i ' PROPOSED ' w ` ( : Ds4 ' _ _ INLET SEDIMENT TRAP Sd2 W i o R—SID—NC= / o § / ° / I I su co --1-) SEDIMENT TRAP Sd3 -0 T 8 A / LIMITS OF / ► I' ' / it .� . I / DISTURBANCE / 0 GEOTEXTILE OF di' I / �" G E Ge CO DISTURBANCE / CHANNEL STABILIZATION / / .- I �� L�_I OCKTARIP-RAP Y I 0 §,> / / I CONCRETE = i Da4 0 - j ` ' i �, / / 0 ( LEVEL SPREADER o L 111 / 11 1 Q a 06 I N ' / v> / / 71_._ 1 I `o�o / I < RETROFIT o o sdl-A / / I W , ° Z w 10' B S L L_ y' i DUST CONTROL Du o : o o N iI,.-- --►- I' / i 5 8" R.B.F. , -� A - L o ,, / ix ' / el . .. Loa-7,-. .Lou LAD LOD _LOCI ZAL — — e► / h• w yr R.B.S. 54. 50' --�-- 21 `00'00" W / LEVEL II = L ii-) CERTIFICATION I �� NO. 2104 w z I 6. I I$SUED 11-5--0 5 Q Shc-A _ LIMITS OF EXPIRES 11-5-11 < D — — < 0 LO I 81 — D DISTURBANCE U O >- � ,,,'- Dui au O SPECIAL SOIL EROSION PREVENTION NOTES o wU ow Solt. fRoSZoN AND SEDIMENT CONTROL. PLAN - PHASE 2'!'! 1, The state of Georgia requires that the initial soil erosion prevention m o _ measures shag be inspected by the designer Within 7 days after w w a c p E 1�� = 10' installation, Z Z w d Q w 2. it Is the responsibility of the contractor to notify the soil- erosion O n w (0Q a prevention plan designer Within 7 days after the Initial- soil-erosion ,J CO W(!) measures are in place for inspection, I- it z < z O 3. Solt erosion prevention plans shalt be kept current and on site or = readily accessible at all- times during the duration of the project until- U 0 after final stabilization has occurred w 4. Primary permittee must provide a copy of the soil- erosion prevention ö plans to each secondary permittee, Ua Erosion and Sediment Control- Phasing 5. Contractor is to keep a record of his inspections of the soil- erosion control measures to include at least the following: • a, date and scope of' the inspection Initial- Phase (Phase I) b, name of' person performing inspection CONTACT A MINIMUM OF 72 HOURS c, major observations (including noncompliance incidents PRIOR TO DIGGING Inspection reports are to be kept current and on site or readily J` ,ROTECTt �A 1. This phase shall Include Silt fencing and construction P P P y �``5 accessible at all times during the duration of the project until after final exits and sediment and detention ponds to be installed g P � • prior to any Land disturbing stabilization has occurred, it / activities to prevent sediment from leaving the site, 6. Sampling of the outran is the responsibility of the primary permittee `- y> krOlit and sampling requirements are to be as per the NPDES general permit. UTILITIES.PROTECTION CENTER Intermediate Phase (Phase II) 1-800-282-7411 STREAM BUFFER ENCROACHMENT NOTES : 7, Silt fencing is to remain in place until- final stabitiazation, 1, This phase shall include construction of' any outlet 8, Waste materials shall- not be discharged to state Waters except as o R structures, retrofits, check dams, inlets authorized by a section 404 permit. 1-40.., ct R /q '1. NEW STRUCTURES ON THIS PROJECT DO NOT protection and temporary grassing, FENCROACH IN THE 25 OR 50 FOOT STREAM s. These ES & PC Mans are in compliance With waste diaposa1 sanitary P e BUFFER. Final Phase Phase III sewer and septic tank regulations, 10. Great care shall be taken to prevent oil spills and leaks, In the event q �� 1, This phase shall include outfall protection, any revised that a spill shall- occur, stop the spill- source immediately and implement �x't 80 2. NON-EXEMPT ACTIVITIES SHALL NOT BE inlet protection and any other permanent devices, BMP'a and clean-up for the spill, CONDUCTED WITHIN THE 25 OAR 50 FOOT STREAM BUFFER AS MEASURED MOM THE WETLANDS NOTE; SPECIAL CONSTRUCTION NOTE: DRAWING NUMBER POINT OF WRESTED VEGETATION WITHOUT ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS BMP REMOVAL NOTE IF THE CONTRACTOR KNOWS OR CAN REASONABLY OF ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT FIRST OBTAINING THE NECESSARY VARIANCES OF NATURAL RESOURCES. LOT OWNERS AND THE 1, RETROFITS, PERIMETER TO F=ENCE IN THE PLANS,PROBLEM T C SThUC ION,CONSTRUCTION STAKING AND FAILS To SCALE: 1" = 10' C,.... 6 DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR AND CONSTRUCTION EXIT TO BE LEFT IN REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED AND PERMITS DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PLACE UNTIL FINAL STABILIZATION TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK PROPER PERMIT APPLICATIONS AND APPROVAL. HAS OCCURED, REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 0 10' 20' 25' M OR CONFLICT. 6 OF 8 SHEETS SOIL EROSION & SEDIMENTATION CONTROL NOTES CLEARING NOTES: 1. NARRATIVE: THE EXISTING SiTE CONTAINS AN EXISTING RESIDENTIAL STRUCTURE AND THE 1, ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. GROUND IS GENERALLY FLAT WITH SLOPES BETWEEN 0 PERCENT AND 2 PERCENT WITH FEW COASTAL PLAIN VEGETATIVE COVERS TREES. THE PROPOSED PROJECT WILL BE THE SMALL ADDITION TO THE EXISTING RESIDENTIAL 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND STRUCTURES. THE TOTAL SITE IS APPROXIMATELY 0.29 ACRES WITH THE ESTIMATED UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL DISTURBED AREA TO BE 0,03 ACRES, CONFLICTS WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED PLLANNTiNGF TEMPORARY GRASS RATE ANNTINGOF PERMANENT GRASS RATE AT THE EXPENSE OF THE CONTRACTOR, 2. DEVELOPER / CONTRACTOR: CHARLES AND WOODY WILLIAMS P.O. BOX 484 3, ALL WORK SHALL BE IN COMPLIANCE WITH THE STATE SOIL AND WATER CONSERVATION JANUARY- ANNUAL MARCH- CENTIPEDE SOD OR 10 Lbs./Ac TYBEE ISLAND, GEORGIA 31328 COMMITTEE'S "MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA, MARCH LESPEDEZA 10 Lbs./Ac JUNE COMMON BERMUDA (HULLED) ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS 3. 24 HOUR CONTACT: CHARLES AND WOODY WILLIAMS AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE SITE 912-657-3394 BY THE OWNER. SEE LAND DISTURBING PLAN. MARCH- COMMON BERMUDA MARCH- CENTIPEDE SOD OR 10 Lbs./Ac 4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THE 4. ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER JUNE (HULLED) 10 Lbs./Ac JUNE COMMON( BERMUDA (HULLED) CURRENT STATE SOIL AND WATER CONSERVATION COMMITTEE OF GEORGIA "MANUAL FOR SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND DISTURBING ACTIVITY PLAN. EROSION CONTROL IN GEORGIA, JULY- COMMON BERMUDA (HULLED) 10 Lbs./Ac 5. EGRESS FROM THE SITE W!LL BE SUCH THAT ALL VEHICLES MUST TRAVERSE APRIL- BROWN TOP MtlLET 40 Lbs./Ac AUGUST OR 5. PRIOR TO ANY OTHER CONSTRUCTION, STABILIZED CONSTRUCTION EXITS SHALL BE CONSTRUCTION EXITS TO REMOVE MUD FROM TIRES BEFORE ENTERING ANY PAVED z CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE, ALL PUBLIC HIGHWAY, AUGUST CENTIPEDE SOD 10 Lbs./AC o ENTRANCES TO THE SITE WHICH ARE NOT PROTECTED SHALL BE BARRICADED. 6. IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION EXITS, ALL PERIMETER T, BALES T HAY, STRAW OR SILT FENCE SHALL BE PLACED AROUND ALL STORM INLETS SEPTEMBER- COMMON BERMUDA (UNHULLED) 10 Lbs./Ac TO PREVENT SEDIMENT FROM ENTERING NV PIPE OR DRAINAGE WAYS DURING SEPTEMBER- RYEGRASS 40 Lbs./Ac OR EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE CONSTRUCTION. THESE MEASURES ARE TEMMPORARY. FEBRUARY FEBRUARY INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. CENTIPEDE SOD . 1/2 Bu,/Ac 7. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE �/ ' 7. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER OF ALL AREAS WITHIN THE PROJECT SITE INCLUDING RIGHTS-OF-WAYS, EASEMENTS GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL AND LOTS, THE CONTRACTOR SHALL PROVIDE THE NECESSARY FILL AND OR GRADING DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE TO MEET THE FINISHED PLAN GRADES AND ELIMINATE ANY AND ALL AREAS PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE WHICH ARE LOW AND DO NOT DRAIN, THE CONTRACTOR SHALL BE RESPONSIBLE FOR / . W PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANGED AS A RESULT OF t } CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY FIELD ADJUSTMENTS TO THE CONSTRUCTION PLANS. / F �PHASE OF CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CO STRUCTION SHALL BE REPORTED TO THE ENGINEER IMEDIATELY ! 8. THE CONTRACTOR WILL NOT BEGIN CLEARING OR ANY CONSTRUCTION ACTITY UNTIL � ,*I ¢ % >N THE APPROPRIATE PERMITS HAVE BEEN ISSUED. Z SHALL BE ADJUSTED AS CO STRUCTiON / 0 0 FLO* i � CO N Z• 8, THE LOCATIONS OF EROSION CONTROL DEVICES PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM. 9. IF REQUIRED, TREE PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO ANY � ' •,. $• ```°` T n E r co CLEARING ACTIVITY AND MAINTAINED UNTIL INSTRUCTED BY OWNER OR ENGINEER sty y, �o���o • 441,E m • U 1 0 ( (O 8 9. THE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED, FOR ANY TO REMOVE THEM, REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY ! /S . •:•.0......5...00,..;•. ■ `� ' D O w 10, THE CONTRACTOR SHALL TAKE SPECIAL CARE TO AVOID DAMAGE TO TREES AND ROOT / •,°o••���■� •'�. . U m 10. EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT SYSTEMS WHILE WORKING WITHIN TREE PROTECTION BARRICADES. THE CONTRACTOR , .=gip j o�,'••.41 :.°..,. SIDE VIEW .-. U) �j RAINFALLS. SHALL NOT ORK WITHIN TREE PROTECTION BARRICADES WITHOUT A REPRESENTATIVE • dbb�j0°o`•!,,•• o •; 0!1ko ? ;, Z = N w AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS N LLS. N 1�{ WI N / oo 0•. O•. • o ± . . 57 THE OWNER OR ENGINEER PRESENT, / ,�.+ {� 11. EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED `.` •� !�'.'• •„$ J • •c:;=•: Ll-1 0 z 0 Lu WITH SEDIMENT, 11, PRUNING OF TREE LIMBS, BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE / �� �4:`''.• �°oO ''.' �`"� �'' % 1 n 1 = PROTECTION BARRICADES SHALL BE DONE IN CONFORMANCE WITH SPECIFICATIONS ddb• • • • : • O, �c r FABRIC Q 12. EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A AND RECOMMENDATIONS OF THE "NATIONAL ARBORiST ASSOCIATION (N.A.A.) IN "PRUNING `` t?-.,• ...•%. ,•••o �� O FUNCTIONING EROSION CONTROL SYSTEM. STANDARDS FOR SHADE TREES". ANY VARIATION FROM THE RECOMMENDATION OF ��� e" MINIMUM "�:;; o•••o2• -' A A A 13. EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT COVER IS THE N•A,A, SHALL BE APPROVED BY THE OWNIER IN WRITING PRIOR TQ ANY PRUNING. A":"..• •'� 1 I 1 GEOTEXTILE UNoERLINER ". �'f•• o ESTABLISHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED. 12. LIMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS .•. '..• ry '-D co TRENCH 14, STORM WATER DETENTION DEVICES SHALL BE CLEANED AS SPECIFIED ABOVE AND AFTER "LIMITS OF CONSTRUCTION". COARSE AGGREGATE U) PERMANENT GROUND COVER HAS BEEN ESTABLISHED. 13, ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, 15. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE MULCHED, FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT TEMPORARY CONSTRUCTION EXIT Nom: OVERLAP 1s" AT FABRIC JOINTS STABILIZED WITH TEMPORARY SEEDING. WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN "EROSION CO CONTROL GRASSING". N.T.S. 16, ANY DISTURBED AREAS WITH SLOPES 2:1 OR FLATTER WHICH ARE NOT STABILIZED 14, DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA e BY ANY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED IN "PERMANENT SEEDING", 0 IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE CONTINUALLY FRONT VIEW 17, VEGETATIVE METHODS: AND EFFECTIVELY DRAINED, SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER o o ACCEPTAIBLE MEANSCAPPROVED SYR HE ENGINEER,EXCAVATIONS SHALL BE REMOVED BY ANY = Ea , ° A VEGETATIVE COVER SHALL BE ESTABLISHED AND MAINTAINED OVER ALL FINAL a Q 6 ' N � � o o GRADING AND OTHER DISTURBED AREAS OF THE SITE. SEE COASTAL PLAIN VEGETATIVE COVERS FOR AN OUTLINE OF THE ESTABLISHMENT OF VEGETATIVE COVERS. W d N I a m a I O U O 0 � N WEEKLY REQUIRING RE-ESTABLISHMENT BE PERFORMED TO IDENTIFY TENTATIVE ACTIVITY SCHEDULE LiME RATE: 1 TO 2 TONS PER ACRE , FERTILIZER: 1500 POUNDS OF 6-12-12 PER ACRE 2009 JUN JUL AUG SEPT OCT Nov TEMPORARY SILT FENCE DETAIL 18. MULCH: INSTALLATION OF SEDIMENT CONTROLS AND TREE PROTECTION BARRICADES Sd -A MULCH SHALL BE UNCHOPPED, UNROTTED, SMALL GRAIN DRY STRAW APPLIED AT A RATE OF 2 TONS PER ACRE. MULCH MATERIAL SHALL BE RELATIVELY FREE FROM ALL SITE GRADING ID KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS WHICH ARE AS FOLLOWS : CANADA THISTLE, JOHNSONGRASS AND QUACKGRASS. SPREAD MULCH UTILITY INSTALLATION NO/'1 APPLIdABLEfi Sd -g OR UNIFORMLY BY HAND. MULCH ANCHORING SHALL BE ACCOMPLISHED N Q 2 MECHANICALLY N H PLACEMENT TO MINIMIZE LOSS BY ND OR WATER, IMMEDPLACEMENTPiATELY AFTER MULL WI Sd -C w THIS MAY BE DONE BY PEG AND TWINE METHOD, MULCH ANCHORING TOOL, NETTING OR BUILDING CONSTRUCTION < J . . Uwe � � d LiQUiD MULCH BINDERS. 0 PERMANENT GRASSING _ z w p0 W 19. SOiL TYPE: THE SOILS IN THIS AREA HAVE BEEN CLASSIFIED BY THE SOIL CONSERVATION ■ w 0 iII SERVICE AS BEING CuC (Chipley-Urbon Lond Complex), PAVING NO/'i APPLIdABLFY > >>O m < � 0 > i d 20. THIS DEVELOPMENT IS * THIN MINIMAL ZONING AREA "AE-11" ACCORDING TO MAINTENANCE OF SEDIMENT CONTROL I PosT sizE C w Z p Z F,I,R,M, COMMUNITY PANEL NUMBER 13051 C0326F, MAP REVISED SEPTEMBER 26, 2008. (88 FENCE MINIMUM TYPE OF POST SIZE OF POST A (MIN) B (MiN) C D E(MAX) F z O w Z Z 1- DATUM) REMOVAL. OF SEDIMENT CONTROL �" TYPE LENGTH F 0 w w Q 0 21. THIS SITE IS IN ZONE "AE-11" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE. A m w A 4'-O" Soft Wood 3" dia. or 2X4 30" 18" 28" 6" 6'-O" USE 36" D.O.T. ?- _i U) Z MINIMUM ELEVATION OF 11.0 HAS BEEN SET. (88 DATUM) SITE DATA Oak 1.5"X1.5" USE APPROVE D D FABRIC. H Steel 1.31b./ft. min. STEEL POSTS. I SPECIAL NOTES: ZONE "AE-11" TOTAL ACREAGE 0,10 U B 3'-0" Soft wood 2" dia. or 2X2 18" 18" 16" 4" 6'-0" USE 22" D.O.T. 1. THE. ESCAPE OF SEDIMENT FROM THE SiTE SHALL BE ESTIMATED DISTURBED ACREAGE-0.07 PREVENTEDED BY THE INSTALLATION OF EROSION AND S.C.S. SOIL SURVEY FROM WEB SOILS Oak 1"X1" APPROVED FABRIC SEDIMENT CONTROL MEASURES AND PRACTICES PRiOR Steel .751b./ft. min. USE WOOD OR STEEL POSTS TO OR CONCURRENT WiTH LAND DISTURBING ACTIVITIES. C 4'-0" Steel 1.31b./ft. min. 30" 18" 28" 6" 4'-0" USE 36" D.O.T. APPROVED FABRIC 2. THE INSTALLATION OF EROSION CONTROL MEASURES AND USE STEEL POSTS PRACTICES SHALL BE INSTALLED PRIOR TO OR CONCURRENT ONLY CONTACT A MINIMUM OF 72 HOURS P PRIOR TO DIGGING WiTH LAND DISTURBING ACTIVITIES. �, s, v°`` lip 3. EROSION CO TROL MEASURES WILL BE MAINTAINED AT ALL o yO�Om°n A •.., y psffiTECrq TiMES. IF FULL IMPLEMENTATiON OF THE APPROVED PLAN DOES NOT a ,r FASTENERS FOR WOOD POSTS s° �p PROVIDE FOR EFFECTIVE EROSION CONTROL, �,oy e° y a GAUGE CROWN LEGS STAPLES/POST 0 ADDITIONAL EROSION AND SEDIMENT CONTROL EASURES SHALL BE NO �� raj OR TREAT THE SEDI ENT SOURCE. d m ° IMPLEMENTED TO CONTROL R N c�` ll Wire Staples 17 min. 3/4" Wide 1 2" Long 5 min. 4. CITY OF TYBEE ISLAND PERSONNEL SHALL HAVE THE RIGHT TO UTILITIES PROTECTION CENTER INSPECT STORM WATER FACILITIES AT ALL TIMES. 1-800-282-7411 W TYBEE ISLAND P GAUGE LENGTH BUTTON NAIL/POST ;o HEADS (-0, R G/�5. STATE WATERS EXIST WITHIN 200 FEET OF THE PROPERTY IN THE o FORM OF A SALT WATER MARSH AND THE TIDAL HORSE PEN CREEK. ° Nails 14 min. 1" 3/4" 4 min. �,�IST �,�• ' P OFESS10�{AL ih 6. FRESH WAR WETLANDS DO NOT EXIST ON THIS PROPER .7. THE EROSION AND SEDIMENT CONOL PLAN DESIGNER HAS Rk A. B � VISITED THE SITE PRIOR TO DESIGN OF THE E & SC PLANS. �: ����"''°- 8. THE RECEIVING WATERS FOR 111I5 PROJECT IS THE HORSE PEN CREEK AND ULTIMATELY THE ATLANTIC OCEAN. LEVEL II DRAWING NUMBER VICINITY MAP 9. ANY DISTURBANCE AREA LEFT EXPOSED FOR A PERIOD GREATER CERTIFICATION N0. 2104 THAN 14 DAYS SHALL BE STABALIZED WITH TEMPORARY SEEDING. ISSUED 11-5-05 7 10. AMENDMENTS OR REVISIONS TO THE ES & PC PLAN WHICH HAVE EXPIRES 11-5-11 A HYDRAULIC EFFECT ON THE PROJECT MUST BE APPROVED BY THE DESIGN ENGINEER. 7 OF 8 SHEETS 7 DAY INSPECTION NOTE : WASTE MATERIALS : The design rofessianal is to inspect the installation of' the initial sediment storage 1. Alt waste materials wilt be collected and' stored in a securely P P lidded, metal dumpater. The dumpater will meet all solid waste requirements and perimeter control. BMP's, The design professional- must be retained management regulations. Au trash and construction debris from by the primary permittee to conduct a site inspection within seven (7) days after the the site will be deposited in the dumpater. The dumpater wilt be the installation of' the initial sediment storage requirements and perimeter control. BMP's, emptied a minimum of once per week or more often if necessary The design professional must report the results of' the inspection to the primary and trash wilt be hauled as required by local regulations. No . g P P P construction waste wilt be buried on-site. permittee within seven (7) days and the primary must correct all deficiencies identified in the report within two (2) business days after receiving the report (unless additional 2, ALL personnel will be instructed on proper procedures for waste s c o N A Y p M T T T disposal. A notice stating these practices will be posted at the S time is needed due to adverse weather). The primary permittee may use an alternate jobaite and the Contractor will be responsible for seeing that these design professional to conduct the BIM inspection, provided that they make a written procedures are followed, request to EPD to change from the design professional. who developed the plan and EPD has agreed, 3, NO WASTE WILL BE DISPOSED OF INTO STORM WATER INLETS NOTE : THIS MASTER LIST IS TO BE COMPLETE, SIGNED AND KEPT IN THE ON SITE CONSTRUCTION TRAILER g OR WATERS OF THE STATE, DESIGN PROFESSIONAL 7 DAY VISIT CERTIFICATION SECONDARY PERMITTEE'S SIGN WHEN 'RECEIVING PLANS. ALL SECONDARY PERMITTEES MUST SUBMIT SECONDARY Date of Inspection : ' N,O.I. AT LEAST 14 DAYS PRIOR TO BEGINNING CONSTRUCTION ACTIVITY. INSPECTIONS N . z I certify the site was in compliance with the ES&PC Plan on the date of' inspection. Primary Permittee. ui W 1. Each day when any type of construction activity hos x NAME : PHONE taken place at a primary permittesis site, qualified Mark Boswell 2 0 4 personnel provided by the primary permittee shalt COMPANY ; FAX : inspect ; (01 all areas at the primary permittee's site SIGNATURE GSWC LEVEL II DESIGN PROFESSIONAL CERTIFICATION # where petroleum products are stored, used, or handfed ADDRESS for spills and legka from vehicles and equipment ; (b) alt locations at the primary permittee'a site where ADDRESS : g Inspection revealed the following discrepancies from the ES&PC Plan, p p vehicles enter or exit the site for evidence of off-site ►---� sediment tracking ; (c) measures rainfall once each GSWCC LEVEL IA CERTIFICATION NO, twenty-four hour period at the site. These inspections T ) must be conducted until a Notice of Termination is 1 submitted, 2. Qualified personnel (provided by the primary permittee) C O ahglt inspect at least once every seven (7) calendar days and within 24 hours of the end of a storm that is 0,5 inches or greater the following : (a) disturbed areas of the primary W PHONE (�ermittee's construction site that have not undergone final W Z NAME : stabilization ; lb) areas used by the primary permittee for i N = These deficiencies must be addressed immediately and a re-inspection scheduled. Work storage of materials that are by the d to precipitation that 1'�� Ty < (Y) COMPANY ; FAX : shall not proceed on the site until. design Professional Certification is obtained, . p g have not undergone final stabilization and ; (c) structural D l.9 M 0 SIGNATURE control measures. Erosion and sediment controt measures or ADDRESS indentified in the Plan applicable to the primary permittee's 0 ' ,J site shall be observed to ensure that they are operating ✓ : 'Q j� -1 ADDRESS correctly, Where discharge locations or points are accesibte, j t m PRODUCT SPECIFIC PRACTICES they shalt be inspected to ascertain whether erosion controt �J Q� GSWCC LEVEL IA CERTIFICATION NO, measures are effective in preventing significant impacts to � n < T , @ 1. Petroleum Based Products - Containers for products such as fuels, lubricants and tars receiving water(s). For areas of a site that have undergone V 1 z Q co wilt be Inspected daily for leaks and spills. This includes on-site vehicte and machinery final stabilization, the permittee must comply with Part T .- (� deity inspections and regular preventative maintenance of such equipment, Equipment IV,D,3.a(3). These inspections must be conducted until a Notice a ( Z t• CO maintenance areas will be Located away from state water, noturat drains and storm Water of Termination Is submitted, I ! Z = drainage inlets. In addition, temporary fueling tanks shaft have a secondary containment < I liner to prevent/minimize site contamination, Discharge of oils, fuels, and lubricants is 3, Qualified personnel (provided by the primary permittee) T > NAME PHONE : prohibited. Proper disposal methods wilt include collection in a suitable container and shalt inspect at Least once per month during the term of •-! < disposal as required by local and State regulations. this permit (i.e. unlit a Notice of Termination is received by (J) COMPANY FAX EPD) the areas of the site that have undergone final T T i SIGNATURE 2. Points / Finishes / Solvents - ALL products will be stored in tightly sealed original stabilization. These areas shall be inspected for evidence LJ_ ADDRESS containers When not in use. Excess product wilt not be discharged to the storm of, or the potential for, pollutants entering the drainage STORMWATER SAMPLING water collection system, Excess product, materials used with these products and system and the receiving water(a), Erosion and sediment ADDRESS SAMPLE ANALYSIS product containers will be disposed of according to manufacturer's specifications control measures identified in the Plan shall be observed r h and recommendation& to ensure that they are operating correctly, Where discharge CJ ) GSWCC LEVEL IA CERTIFICATION NO. 1, Storm water samples are to be analyzed in Locations or points are accessible, they shalt be inspected O accordance with methodology and test 3. Concrete Truck Washing to ascertain whether erosion control measures are effective procedures established by 40 CFR Port 136 in preventing significant impacts to receiving water(s). in and the guidance document titled "NPDES a. Coordinate with site superintendent to ex'caVate a pit deep enough to contain the Wash L.1_) Storm Water Sampling Guidance Document, down water. EPA 833-8-92-001.'! NAME PHONE : b. Back equipment into pit. 2. Storm water is to be for nephelometric turbidity Soil Cleanup and Control Practices Y , 0. Wash down only the chute hopper and rear of the vehicle. DO NOT WASH OUT DRUM. W � COMPANY : FAX : units (NTU) at the outfaU location. A discharge of 1. Local, State and manufacturer's recommended methods I storm water runoff from disturbed areas where ADDRESS SIGNATURE beet management practices have not been properly d, Make sure wash down water goes into and stays in the pit, for spilt cleanup will be clearly posted and procedures o 3 designed, installed, and maintained shall constitute a Witt be mods available to site personnel z CO N , r e. Coordinate with site superintendent to fill in pit and smooth out ground a a , c ADDRESS ; se crate violation for each day on which such il 1 conditions results in the turbidity of the discharge 2, Material and equipment necessary for spilt cleanup wilt ° 1 • exceeding 75 the value that was selected from f. Never allow wash down to enter a storm system. be kept in the material storage areas. Typical materials and ; o GSWCC LEVEL IA CERTIFZCATION NO. Appendix B In Permit No. GAR 100003, The NTU is equipment includes, but is not limited to, brooms, dustpans, o o 4. Fertilizer / Herbicides - These products wilt be applied at rates that do not exceed the mops, raga, gloves, goggles, cat Utter, sand, saw dust and u I w z J based upon the disturbed acreage of 0.07 acres , m a manufgctuers specifications or above the guidelines set forth in the crop establishment property labeled plastic and metal Waste containers, a , < o a for me project site, the surface water drainage ° o o N area of < 5 square miles and receiving water or in the GSWCC Manual for Erosion and Sediment Control in Georgia. Any storage of which supports warm water fisheries. these materials wilt be under roof in sealed containers, 3. Spilt prevention practices and procedures will be reveiwed after a spilt and adjusted as necessary to prevent future 5, Building Materials - No building materials wiltt be buried or disposed on-site. AU such spills. materials wilt be disposed of in proper waste disposal procedures. 4. ALl spills Wit be cleaned up immediately upon discovery. AU . spills wilt be reported as required by local, State and Federal regulations. RETENTION OF 'RECORDS ; APPENDIX 13 5. FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A a, A copy of all Notices of Intent submitted to EPD: SHEEN ON SURFACE WATER), THE NATIONAL RESPONSE CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT NepheLometric Turbidity Unit (NTU) Tables b. A copy of the Erosion, Sedimentation and Pollution Control Plan required by 1-800-426-2675. CO CO this permit; 6. FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL Q a A design professional's report of the results of the inspection conducted in CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT < J Q CoLd Water (Trout Stream) accordance with Part IV .A.5. of this permit; 1-800-426-2675. C5 Surface Water Drainage Area, square miles d, A copy of all monitoring information, results, and reports required by this. 7. FOR SPILLS GREATER THAN 25 GALLONS AND NO SURFACE U permit. WATER IMPACTS, THE GEORGIA EPD WILL BE CONTACTED z W OW >- O WITHIN 24 HOURS, Z a Mal 0-4.99 5-9.99 10-24.99 25-49.99 50-99.99 100-249.99 250-499.99 500+ e. A copy of all inspection reports generated in accordance with Part IV,D,4,a, 11.1 U 0('� W of this permit; 8. FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE iz } Q W WATER IMPACTS, THE SPILL WILL BE CLEANED UP AND LOCAL W 0 tr } 1.00-10 25 50 75 150 300 500 500 500 f. A copy of all violation sumtnaries and violation summary reports generated AGENCIES WILL BE (Y] Z O > I O in accordance with Part 1II.0,2. of this permit; CONTACTED AS REQUIRED, = W Li. O Z z 9. The contractor shalt notify the licensed professional who z Z Z Z SITE SIZE 10.01-25 25 25 50 75 150 200 500 500 g. Daily rainfall information collected in accordance with Part IV.D.4,a.(1)(c) of this prepared this plan if more than 1/320 gallons of petroleum is H, Z W < } ACRES permit. stored onsite (this includes capacities of equipment) or if any 0 --) 1-1-I Ua Q one piece of equipment has a capacity greater than 660 fa W(n 25.01-50 25 25 25 50 75 100 300 500 gallons, The Contactor will need a Spilt Prevention Containment }- J and Countermeasures Plan prepared by that licenaeed 1- IY 50.01-100 20 25 25 35 50 75 150 300 professional. 4 U 100.01+ 20 20 25 25 25 50 60 100 LEVEL II CERTIFICATION SANITARY WASTES : NO. 2104 1, A minimum of one portable sanitary unit wilt be provided for every ten I,S',S'UED 11-5-05 (10) workers on the site. Alt sanitary Waste will be collected from the portable units a minimum of one time per week by a licensed portable EXPIRES 11-5-11 facility provider in complete compliance with local and state regulations. 2. Alt sanitary waste units wilt be Located in an area where the likelihood of the unit contributing to storm water discharge in negligible. Additional Warm Water (Supporting Warm Water Fisheries) containment BMP's must be implemented, such as gravel bags or specialty designed plastic skid containers around the base, to prevent wastes from CONTACT A MiNIMUM OF 72 HOURS contributing to storm water dischages, The location of sanitary waste units PRiOR TO DIGGING Surface Water Drainage Area, square miles must be identified on the Erosion Control Plan Grading Phase Sheet by Sp{ipT[aiQ the contractor once the locations have been determined, jy``` A 0-4.99 5-9.99 10-24.99 25-49.99 50-99.99 100-249.99 250-499.99 500+ SAMPLING FREQUENCY 3. Sanitary Sewer wilt be provided by Municipal Authority/Septic System at the completion of this project. Storm water samples shalt be taken for the following events ; HAZARDOUS WASTES : e�< �o�° 1.00-10 75 150 200 400 750 750 750 750 (a) For each area of the site that discharges to a receiving 1, Alt hazardous waste materiels will be disposed of in the manner stream, the first rain event that exceeds 0.5 inches and aLLoWs P UTILITIES PROTECTION CENTER for monitoring during normat business hours. (Monday thru Friday, specified by Local, state, and/or federat regulations and by the 1-800-282-7411 10.01-25 50 100 100 200 300 500 750 750 8:00 AM to 5100 PM and Saturday 8:00 AM TO 5100 PM when manufacturer of such product& The jobaite superintendent, who constructionactivity is being conducted by the Primary Permittee) that wilt also be responsible for seeing that these practices are foftoWed, occurs after all cleaning and grubbing operations have been completed' wilt instruct site personnel in these practices, Material Saftey Data • SITE SIZE 25.01-50 50 50 100 100 200 300 750 750 in the first drainage area of the loco io P selected as the sampling Sheets (MSDS's) for each substance with hazradous properties c 0 R G 7 ACRES that is used on the job site will be obtained and used for the c)‘• 1ST .4 location ; 50.01-100 50 50 50 100 100 150 300 600 proper management of potential wastes that may result from these Fo , (b) In addition to (a) above, for each area of the site that discharges products. An MSDS will be posted in the immediate area where to a receiving stream, the first rain event that reaches or exceeds such product is stored and/or used and another copy of the , E8372 , 100.01+ 50 50 50 50 50 100 200 100 0.5 inches and allows for monitoring during normal business hours MSDS will be maintained in the ESPCP file at the jobaite construction SSIOkAL that occurs either 90 days after the first sampling event or after trailer office, Each employes who must handle a substance with 1 5--tg,-t) alt mass grading operations have been completed in the drainage hazrdous properties will be instructed on the use of MSDS sheets k F,I,Gi Eti� N, and the specific information in the applicable MSDS for the product -yip, �� area of the Location selected as the sampling location, Whichever he/she is using, particularly regarding spill control techniques. A. B0 come first : (b) above, 2. The contractor will implement the Spilt Prevention Control and (c) At the time of sampling performed pursuant to (a) and if BMPs are found to be property designed, installed and maintained, Countermeasures (SPCC) Plan found within this ESPCP and will no further action is required. If BMPe in any area of the site that train all personnel in the proper cleanup and handling of spilled discharges to a receiving stream are not property designed, installed material& No spitted , hazardous materials or hazardoud wastes DRAWING NUMBER and maintained, corrective action ehalL be defined and implemented wilt be allowed to come in contact With storm water discharges. within 2 business days, and turbidity samples shalt be taken from If such contact occurs, the storm water discharge will be discharges from that area of the site for each subsequent rain continued on site until appropriate measures in compliance with event that reaches or exceeds 0,5 inches during normal business state and federal regulations are taken to dispose of such C . 8 hours until the selected turbidity standard in attained, or untie post- contaminated storm water. It shalt be the responsibility of the storm event inspections determine that BMPs are property designed, job site superintendent to properly train all personnel in the use installed and maintained, of the SPCC plan. 8 OF 8 SHEETS