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Home My Public Portal About10-0261 Schantz CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 05 -20 -2010 PERMIT #: 100261 WORK DESCRIPTION NEW COMM BLDG - MODULAR WORK LOCATION 1115 HWY 80 OWNER NAME GERALD SCHANTZ ADDRESS 1113 EAST HIGHWAY 80 CITY, ST, ZIP TYBEE ISLAND GA 31328 PHONE NUMBER CONTRACTOR NAME WILLIAMS SCOTSMAN INC ADDRESS 2700 LOUISVILLE RD • CITY STATE ZIP SAVANNAH GA 31415 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 330 OCCUPANCY TYPE P TOTAL FEES CHARGED $ 655.00 PROPERTY IDENTIFICATION # PROJECT VALUATION $55,000.00 TOTAL BALANCE DUE: $ 655.00 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. L:1 141, _ ke..) C oz6:::1 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.eityoftybee.org CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 08/13/2010 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 #: 100261 PROPOSED USE: NEW COMM BLDG - MODULAR OCCUPANCY TYPE: P CONTACT NAME GERALD SCHANTZ CONTACT ADDRESS 111 E GWINNETT ST CONTACT CITY STATE ZIP SAVANNAH GA 31401 PROPERTY ADDRESS 1115 HWY 80 i , , APPROVED BY: / i l t J P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -5737 www.cityoftybee.org CHATHAM COUNTY DF" '\RTMENT OF BUILDING SAFETY n REGULATORY SERVICES IRE SAFETY INSPECTION DIVISK FOR THE CITY OF TYBEE ISLAND YEAR OF 7_01/ ? °�,� `�� APPROVED e' rc DATE / O DISAPPROVED <r---E, ■ (4_41>z.- You are hereby notified that this is an Official Order of the County Fire Marshall, stating the defects found to exist in the referenced structure, and further requiring that you, as owner, agent or person in charge of structure, shall have days to complete specified repairs or improvements. Business Phone 8 (-, q_-z .--) Owner /c) .,_ ..10, 7 _ Occupant Load , Name of Facility , s Ic.I S Address i 1 !'E , ) '1 Occupancy: E Business Assembly Storage Educational Day Care Pers61 Care j ome Mercantile Factory Residential Hazardous 1. Number of Exit Doors Ni t 101-SEC 5 2. Blocked Locked OK \---' 101 -SEC 5 3. Exit Sign Good Unsatisfactory NA �-� 101 -SEC 5 4. Emergency Lights Good Unsatisfactory NA d -°' - - 101 -SEC 5 5. Panic Hardware Good Unsatisfactory NA °`' 101 -SEC 5 6. Self - Closing Device Good Unsatisfactory NA \,....--- °— 7. Fire Alarm Yes No NA \------- NFPA 72 8. Smoke/Heat Detectors Yes No NA \,------- - NFPA 73 9. Sprinkler System Yes No NA °. -= NFPA 13 10. Standpipe Yes No NA NFPA 13 11. Number of Fire Extinguishers Proper Type? NFPA 10 Inspected/Charged Yes V No NA NFPA 10 12.Fixed Hood System yes 1„,-''' No NA NFPA 96 13. Date of Last Service 1 , J 0 (REWIRED EVERY 6 MONTHS) 14. Electrical Good Fair ' Unsatisfactory NFPA 70 15. Overloaded Sockets /Outlets Yes No \- NFPA 70 16. Missing Electrical Covers Yes No \..a -- NFPA 70 17. Other (explain) 18. Excessive Storage of Combustibles Yes No 1,/` NFPA 30 List Details The signature below of Owner, Occupant, Agent, signifies Inspection Was made -) Owner /Occupant/Agent..Sgnature C atham County Fire Marshall C:\Documents and Settings\coastal\Local Settings \Temporary Internet Files \Content.IES119A1 391\ Fire %20lnspection %20Form[1].doc A. ' 41-''' "� �- City of oee Island • Community Deveic ent Dept. �� c ? y y Inspection Report ��= = =�, c � 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 INTERNATIONAL � Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. ! D • a 2 1 Date Requested ,AA/ 0 Owner's Name 3. 5 Date Needed PJL, / 0 s Gen. Contractor l'Ari) . ' v , )4 - , -.) Subcontractor Contact Information 1,1.1 e)s7 • 4ZZ7 Project Address I II i..- ) 8 b f Scope of Work . 0 11.4 114 o 1 / iz 1 ,,J ,'! K.. L l i (i) ri,/,.. Inspector 2/ Date of Inspection c � TT� Inspection / �.. f Pass Fai Fee QP3 Inspection 73/ a Pass Fail ❑ Fee 1 d ( . 1(x_. .5 r6ii. AIN,4 .,_,..51-- bTE.1/4.)) - 1 _ ......._ _,_ ) z, -.,1_1,-:.-c, 1 w-4-_-... _ i jetE, _4 (_-_„---,z-eir i ( ZE ! Ur 13 j r }1..)I ) Inspection 1i) >•J ` r4)/' i c _ P ss1 l tf�i 1 Fece` I-- �'�at_ Inspection Pass ❑ Fail ❑ Fee City of ,iiee Island • Community Deveic t Dept. \ en ep Mk% '.. . ;-- ) • _, Inspection Report num% wilaya. INTERN7 - 21 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODECOUNCIL MEMBER Permit No. Date Requested / ---- Owner's Name - )C.....(1)(\.3 .--- 7 Date Needed Gen. Contractor . . f killl -- ii0C„.. Subcontractor ,.---_ ,„ ,, Contact Information / '7 L2- .._ Project Address 1 1 I < :-.7 I-0 / e 1 1 Scope of Work u 1 ___ k T-TIA ) vlirtii ji i t'").ELL__ z U , - . i I , Inspector Date of Inspection Inspection FP Pass El Fail Ej F ?k 01, Inspection ) - Pass 0 Fail Fe -' - p 0 L.wt. (4 _ - 0--,,,, c,ieu ) ce & 4.4 2EL, zo i e: F. Lt_y_ • 41)1)7Z it,)rvii,":3 -- Lie;- -- iNb 1 ,-) I Inspection Pass 0 Fail 0 Fee Inspection Pass 0 Fail 0 Fee City of .?.e Island • Community Develoi_ , it Dept. AI& ji: / Inspection Report 403 Butler Ave. - P.O. Box 2749 • Tybee Island, GA 31328 aim% prisim. INTERrIONAL ,.*i./ Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. i 0 - ,f, Date Requested Owner's Name <- 4 - -4 031 .',„, Date Needed Gen. Contractor 14 )413/10( ... Subcontractor Contact Information `,-- 1 ( 4 4 - Z7 - ..) Project Address 1 1 I 4 ) 1-1 50 Scope of Work 1 5- , 1 ) , 1- ■ C)N )1 Inspector '-'7, /CI i Date of Inspection i IA 0 / 0 Inspection (, I f . 0 -■ k) ‘-i — Pass lqifal El Fee ^ (:/ t-bP 1 1 i 1 ) / 1 \ , \ i nsection ES.-.. 5-nria5 - Pass 0 0 0 Fee ------ / 2) 6°. 4 - 1:4 4 - ) Inspection Pass 0 Fail 0 Fee I Inspection Pass 0 Fail 0 Fee COMMERCIAL VERTICAL PLAT M LIFTS + • , \ IN011 Vr-j OY Plasmas- .._ COMMERCIAL Simple & Safe Commercial Vertical Platform Lifts One-Touch operation Harmar's all new Highlander Commercial Vertical Platform Lifts are manufactured to meet or exceed the most current safety design standards. The Highlander series was designed with precision and care to be an incredibly high quality, code compliant access solution. As with all Harmar lifts, the 14 ft Highlander is simpler to install, easy to operate and virtually maintenance free for both indoor and outdoor use. P t n CP_L400 53" CPL1000125" g CPL600f CPL1200149" g hts 'CPL800 101" CPL1400 171" Rated Load 7501bs Drive Belt driven ball screw / 90 VDC 1/2 hp motor with 4 ft brake ANIL Power 115VAC — 20 Amp grounded circuit Supply Control 24 VAC Circuit Platform 36 x 54" (straight-through) with 42" high guard panels and grab rail / Stationary ramp - Footprint 49 "x54" Speed 10 FPM Controls Constant pressure paddle switch with emergency stop (key switch optional) Compliance with Performance Safety Standards Manual Lowering Device provided Harmar Vertical Platform Lifts are designed to meet ANSi /ASMEA18.1 Performance Safety Standards when Safety ASME A18.1, Section 2 — Vertical Platform Lifts properly equipped. While Harmar Vertical Platform Lifts Design CSA B44.1 / ASME 17.5 — Elevator and Escalator meet ational standards, it is imperative to check State Standards Electrical Equipment and cal code requirements before installing to ensure compliance. All State and Local compliance is the Safety pan responsibility of the purchaser. Some states may require Final limit fees for site preparation and permits. Harmar Vertical Safety Ball nut safety backup Platform Lifts should only be installed by a certified, Features professional Harmar installer if the Vertical Platform Non - skid surface Lift is installed by any other means, the purchaser and Tower braces (CPL800 and higher) installer assume responsibility for issues that may arise Warranty 1 - Year parts involving improper installation. ---------- I° CI 1 1 1 1 t.� @ 31 518° -. - _ _ - _ - _ • _ :-,:s - Up/Down • - _ - - I s - - - - - . _ - - _ ' " NonSiyS • t ={ m o 54" Clear 1 o Plan View I. w i p O ce i 38 117' f Lt 10 314" 341/4° 1 I TawerDepth Tower Width I . a 9 .s a r .-...\ fii ... G - , Tower Height Rai Th, 42" Guard Panels O C ® o r � 1 4.-41 ti A a ! - - i . Q `. - "t V .l_" -- _ e. - -a - A d _ -_a-- 4.1 I 1 Ramp-1 FO1datg 6" 5 1 3 4 1 48 314" 70114" I Side View Front View Left Hand Shown - Right Hand Opposite Model "X" Max. Lift Height _ ,,_ Harmer /K\ , CPL 400 �'v 'nil -,--0. 0 tl 77" » 1 85U5 E 143rd Sheet Lake Winnebago. MO 64 IX3 3 PHONE: 1816) 537-0661 FAX (814) 537-0641 CPL 600 10 n 77 » ° CPL 800 125" 1 38x54PFMw!AUrORAMP t> DAM 7 g t frs 05117110 f e p DRAWING 5O.: A �' �� PAG NU i V1S2GRE ST a I �'ity of Savannah, Georg_ -e Backdlow Prevention Assembly 4. Test / Maintename / Repair Report FILE CODE: N't ..K PSI: a BUREAU LINE Name of Premises (company, Person, Etc.) Person to Contact _ Service Address: i MallineAddress: LII 1 iii _I 6 20 1C /f1 Location of Device: 0 hi - Pi C Ae- /-z .,S'-i i) c�- , 4 to = 1 4- � f �Y: Type of Service: ( ) Process ( ) Fire ( ) .irrigation 0 ) Other METER NUMBER Device Type Manufacturer Size Model No. Serial No., Installation Date 41c-P2 4j 1 Cie/ '% r r 2 J 9 7 Check Valve No.1 Check Valve No. 2 DifL Pressure Relief Valve Pressure Vacuum Breaker Initial Test (dosed T ht at P Closed Tight at (v) "O R P0ress PSI () a ,', `• at PSI dolf d PSI 1, ST Reduced () Leaked () Leaked () did Not Open () Di Not Open Repair Section To Be Compioted If Device Is In Disrepair () Cleaned () Cleaned () Cleaned () C , ed Replsre'I: Replaced: Replaced: ' , .: () Valvea () Valves () Valves ()V4'-:-: ( ) C.V. Assembly () C.V. Assembly ( ) C.V. Assembly () V. • : • - it bly ( ) Seat Diso. () SeatDise. 0 ) Seat Disc. Seat 1' Repairs () O -Rings ( ) 0- Rings ( ) 0-Rings () (-' • () Springs () Springs () Springs 0 ) e, 0 } Gaskets 0 ) Gaskets ( ) Gaskets 0 ) Gaskets ( ) Retainer 0 ) Retainer 0 ) Retainer 0 ) Retainer () Stem / Guide () Stem / Guide () Stem/ Guide ( ) Stem / t . de ()Popper ()Poppet ()Poppet ()Poppet () Other, Describe () Other, Describe 0 ) Other, Describe 0 ) Other, 5 • • "be Final Test ( ) Closed Tight at 0 ) Closed Tight at Opened AT PSL 0 ) Satisfactory PSI PSI Reduced Pressure Note: ALL REPAIRS MUSt BE COMPLETED WITHIN TEN (10) DAYS. Comnlelnfs: Initial Test Performed By: Affiliation: ILF.D.T. Cert. No.: Date: Repaired By: Affiliation: license No.; Date: Fluat Test Performed By: Affiliation: ILF.D.T. Cert. No.: Date: I, hereby, certify that the above data is accurate to the best of my knowledge and reflects the proper operation and maintenance of the assembly. Print Name: i e ,iii/i, ' Signature: NOTIt' AT.T.TRRT RRI * RTS STRAIT ,T, BR MATT.RTt 1112 TfANrl i1RLIVRRRTI MAYOR CITY MANAGER Jason Buelterman Diane Schleicher CITY COUNCIL 4 ` CLERK OF Shirley Sessions, Mayor Pro Tern '\ ; ti COUNCIL Wanda D. Doyle Vivian Woods Bill Garbett 9'fr Frank Schuman, Sr. CITY OF TYBEE ISLAND CITY ATTORNEY Kathryn Williams Edward M. Hughes Paul Wolff June 17, 2010 GPSBBQ.COM Attn: Mr. Gerald Schantz 111 E Gwinnett Street Savannah, GA 31401 RE: License #01989 Dear Mr. Schantz: This letter is being written to provide you information regarding the opening of your business, GPSBBQ, located at 1115 HWY 80 in Tybee Island. While you were issued a business license, #01989, on May 28, 2010, you will not be permitted to open your business until you have received all needed clearances from this depai unent. Specifically, the site must first be accepted by the city's reviewing engineer and a certificate of occupancy issued for this site/building before business is allowed to be transacted at this location. While I don't have knowledge of your intended opening date, I strongly advise you to keep this office informed of the progress you are making towards getting these items taken care. When you are ready for your inspections, please request them from this office no later than 24 hours prior to the requested date. Please let me know if you have any questions. S nc rel • n han Lynn, "lanning and Zoning Manager Cc: Project File P.O. Box 2749 — 403 Butler Avenue, Tybee Island, Georgia 31328 -2749 (866) 786 -4573 — FAX (866) 786 -5737 www.cityoftybee.org F R a k�sr lit -- ° �\ City of ee Island • Community Develop ant Dept. i1�►•k f Inspection Report o ==r ' / � 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 _ — �� Y INTERNATIONAL m Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL' MEMBER Permit No. /l.J - e .2 ! Date Requested 44 Owner's Name x� Qr Z. Date Needed Z 7 C..) Gen. Contractor Subcontractor ' ,i4 L JJ J1Jr/Z. P/,./,,/,406. Contact Information , 1 2 ( /.--- ',-) r -, ' f' /s . 5 ;,-, C, -) Project Address !� / , L v Scope of Work 7 E ,/ ti G ` //i 7 i j)( i Inspector '"2 Date of Inspection x,4 .2 ; d Inspection /-- ` /./.r?> , F es-; ,; )4/- Pass Fa� Fee /14., - i7ge_)11/ ::)re. ..S--474/1/J6 Q i1/ ` ` , ' i (p72-r(f? 4/F-f p).--6()_.-i- /AV Jc-it- Inspection �� /��1> p � Pass ® air Fee t pleb T kr_-_--, p -i_ c _,„_----2 i rur.z.. - TZ 3 .. - ... c ... S I 1 Inspection Pass El Fail ❑ Fee 6)4 !I/ 4 t 5 /nom t.4 . a f a � � 0 , 1 45 °' , `, 10 VJ g S In)9G 6,74,„J � -- (41s t 054 � 4,,,,,N v,545 6 C )S w�,rva l �o� �Om oZ biz �1Z0z/ Inspection Pass ❑ Fail ❑ Fee er rtigME �-rt _ ` R1 ` � City o 'ee Island • Community Develd ant Dept. - Inspection Report mia� '1 / 403 Butler Ave. • P.O. Box 2749 • • Tybee Island, GA 31328 : =�� Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL ( I MEMBER Permit No. I 0 - Date Requested (, - t 0 - i 3 Owner's Name o 0 ri +2.- (late Needed I- , / -- Gen. Contractor Subcontractor ,10 , n n ir' t ) I ;.r A", . ..":\J Contact Information `.. `` J w ra J (O io 0 - ? 44 q F Project Address " 1 ■ 1 kd I I Scope of Work . (\ to s.J 0 Irv` "1- . b i d 3 . ,vel" 7/01 ,r ( G,J ,f Inspector ',7it Date of Inspection " i //) Inspection r- 3 J 3 � � J1 13 • - PJ RN s Ins P ( Pass Fee w Inspection Pass ❑ Fail El Fee Inspection 1 Pass ® Fail ® Fee i. Lc - -) ?. 2(. .c... I :Li ) ,- ' ? .3 • i - , ..) 41 1 , Jig., , .1S (� _ (-F J i-4 n ,7.,:1),u `. , 1 L ,J � J(1,Md . , j, : '� > . , � , J, - . E t11: 1 3 :, llili- -v:.� 0.)(15 cry : Inspection Pass ® Fail E3 fee y City ( . ee Island • Community Devd �ent Dept. •k v ) Inspection Report Nu* 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 J INT \. ,__, Phone Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODECOUNCIL / MEMBER Permit No. /0-0 Date Requested /i U Owner's Name " � 4 ,NA- 7. Date Needed 6 A// 0 5 , 1 Gen. Contractor X3111 . ° vi/ Subcontractor / ,)44,2. Contact Information \ 4 O. J ) Project Address I I Scope of Work , / ,!..l ,t, .4-7( rv! ? 2/ / 1 Q PSG f Inspector `' if ' Date of Inspection q / Q r Inspection " - / . - y / Pass �, �, ,r °" # Fail 0 Fee Inspection Pass 0 Fail 0 Fee Inspection Pass 0 Fail ❑ Fee Inspection Pass ❑ Fail 0 Fee i 'E7 , \\ City ( ,iee Island • Community Deve ,6nt Dept. NM Inspection Report �� 4 %/ 403 Butler Ave. • P.O. Box 2749 • • Tybee Island, GA 31328 - = '� 4 INTERNATIONAL Phone 912.786.4573 ext. 114 Fax 912.786.9539 CODECOUNCIL Fax 9539 MEMBER Permit No , / ( C Date Requested 6/9/7 / Owner's Name l Z Date Needed 6 i t 0 ' Gen. Contractor v via f }1v.,.} Subcontractor Contact Information ( -' Z /A _... Project Address 1 / / <) 1 -1' U (5C.2 Scope of Work : ,;1(A / 7, ` ( r / Inspector ,-7 / 1 Date of Inspection = " y ICJ Inspection f_I, t.1kk) Pass II 1 Fee Inspection Pass 0 Fail ❑ Fee Inspection Pass El Fail 0 Fee Inspection Pass ❑ Fail ❑ Fee � fi $e y , City of 1 ee Island • Community Develop, nt Dept. MEW Inspection Report v. ,/ 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 = =�a 3� "^ Phone 912.786.4573 ext. 114 Now, Fax 912.786.9539 ODE COUNCIL 4R awt MEMBER Permit No. 1 n - 0 2 So Date Requested _10_3 ,/ Owner's Name .7 C k Q 0 4 Date Needed (C' - 3 �' 10 . w 1! a yr S Gen. Contractor ;-4- d a r, Subcontractor Contact Information �4 ) . c 0 n (LI 12) (0 e2- 4 l 6c Project Address 11 1 5 w 7. gQ Scope of Work. r?:J Cok- v'vv+. LId ff / Inspector Date of Inspection Inspection �" e ,.0(''c n , €5 S Pass El Fail Fee 1 I Z Inspection Pass ❑ Fail 0 Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee CITY OF TYBEE ISLAND BUILDING PERMIT REINSPECTION FEE DATE ISSUED: 06/02/2010 PERMIT #: 100261 WORK DESCRIPTION NEW COMM BLDG - MODULAR WORK LOCATION 1115 HWY 80 OWNER NAME GERALD SCHANTZ ADDRESS 1113 EAST HIGHWAY 80 CITY, ST, ZIP TYBEE ISLAND GA 31328 PHONE NUMBER CONTRACTOR NAME WILLIAMS SCOTSMAN INC ADDRESS 2700 LOUISVILLE RD CITY STATE ZIP SAVANNAH GA 31415 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 330 OCCUPANCY TYPE P TOTAL FEES CHARGED $ 705.00 PROPERTY IDENTIFICATION # • A O PROJECT VALUATION $55,000.00 U :'J REINSPECTION FEE - PIER TOTAL BALANCE DUE: $ 50.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: � /, • i JAP P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org l'.\:*••:._ City of ' iee Island • Community Develot ant Dept. VI" Inspection Report mu* 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ilem...1-1 INTERMNAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. /j OZ L)/ Date Requested ,-:,,, / / • / ...---- Owner's Name -C/17193 Date Needed 7 ' Gen. Contractor L. .`:_.:(- 4,2/4 Subcontractor Contact Information ' /F:./) i ' 1 Project Address , ?/,/ / () Scope of Work / c.../76 ' \ Inspector r Wev Date of Inspection , " , , (P - 2 , _ v W' Inspection il'i43: - f . Pass ii Fail , Fee / e / 141/C• - d.6 7--/W,/) ,,,) _2,.:,c,/,,s _ / , - ,,; ,, , .,, ,.. i - IL J .. d , gom AI 64 3.,v, E ---.),) ..,, Inspection Pass El Fail Fee Inspection Pass El Fail El Fee Inspection Pass 0 Fail 0 Fee / h " 'j , City ee Island • Community Deve ent Dept. 1ti -'\.-AILH/J/ Inspection Report ;m® 403 Butler Ave. • P.O. Box 2749 • Tybee Island GA 31328 = ®� 4 Phone 912.786.4573 ' INTERNATIONAL 573 ext. 114 • Fax 912.786.9539 CODECOUNCIC MEMBER Permit No. /4 , 4 ,'2 % °° ` Date Requested ./ /. Owner's Name y' Date Needed , 1 ' , Gen. Contractor (1)/Y7 d174J Subcontractor Contact Information - wk) b Z -4/Z2) Project Address /7/ : -g(-) �1 O )/4. Scope of Work. �� -! � � J i 4 /; 7 :- - i i � f Inspector "�� Date of Inspection (?/a FAi Inspection ), — Pass Fail Fe 1D a A•,-. ', 7Z -/ ` ',C �Q ) OF (ate A)07 L/OC, ,ia Z ==_ ' / i :l•.) `ile Inspection Pass ❑ Fail ❑ Fee Inspection Pass 0 Fail ❑ Fee Inspection Pass ❑ Fail 0 Fee - J City ( _)ee Island • Community Deve ent Dept. 12" Inspection Report amok ■ \'`'HII:, ;)) ) 403 Butler Ave. - P.O. Box 2749 • Tybee Island, GA 31328 1 NTERrIONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL /D - Z,Ztoif MEMBER Permit No. 4 4... ___--- Date Requested 1":41,/ /// D Owner's Name - -)(1 i ,f) 134-7 _ Date Needed - / Gen. Contractor V.:1L 7:(:)!\,Y)4 - Subcontractor Contact Information c-- 8\ 6. ciLi - L - ) Project Address i I ) C.: Li, c ...,0. , Do ----„ Scope of Work 1 ` 1 ---- ------ I 1 Inspector I Date of Inspection (-' , , , Inspection Pass 111/ FaT „ Fee Inspection Pass El Fail El Fee Inspection Pass 0 Fail El Fee Inspection Pass 0 Fail 0 Fee „.. -1 -,, F City of , ,ee Island • Community Develol Ant Dept. 1 12” Inspection Report amtik .‘,11),) 403 Butler Ave. . P.O. Box 2749 • Tybee Island, GA 31328 e.......ii INTERMNAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER . , Permit No. / .---),. /---7 Date Requested / ,' / ---- / r7 \ ,-. Owner's Name - , li Date Needed Gen. Contractor '3,7 -- -e) /.,,y/q-, Subcontractor Contact Information ,, 7 ! ' / ' / ■ ' 4 / 1/ 1 L '1 ' - ,7,,, C 7 7 Project Address / , // Scope of Work ./ _ - ', , , , -,-447/4' / Inspector / / Date of Inspection /21-7/ •) Inspection , _." - Pass MI - Fail 0 Fee / j-j / ,474/,3 i' y --7 1 -1 ‘.,,,), ,,, , , I , , / / ii /y. , -'5.....-,-.!,, , S 1 ,/ ,,,,,, -1'.2),,,1 Inspection Pass 0 Fail El Fee Inspection Pass El Fail 0 Fee Inspection Pass Ei Fail 0 Fee r I Cit( :. )ee Island • Community De( ,..ii _ent Dept. It" „ ... Inspection Report mu* 4:," 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 INTERMNAL v Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUCH' MEMBER ,-, , f ,- -, Permit No. )7,_,) D,77:2 Date Requested ,,,, , t 1 / I Owner's Name --- ..._19,q,&.) -- ,L.,' Date Needed , , i r L--- Gen. Contractor L'avi . Iii-r i , 2)(, - , Subcontractor Contact Information ( ...3_1:1-tcl 6 4 ( 4 - 2 1," Project Address 1 1 ? 3 r- Li3vi 0 D i ( 1 , \ -- , \ , A ,--, - 1 / -,-,---, , / -, 1 --• -- Scope of Work Inspector 'T /I Date of Inspection /7 i ii -7) Inspection L 0 .- ‹, ... - Pass El Fail 0 Fee /i)e4J6 Inspection Pass El Fail El Fee Inspection Pass 0 Fail 0 Fee Inspection Pass 0 Fail 0 Fee MAYOR 81^.F_.; CITY MANAGER Jason Buelterman Diane Schleicher CITY COUNCIL C � ' 4 , �` CLERK OF COUNCIL Shirley Sessions, Mayor Pro Tern � Vivian Woods Wanda D. Doyle ,. B ill Garbett CITY ATTORNEY Frank Schuman, Sr. l ` . Edward M. Hughes Kathryn Williams ,I Paul Wolff CITY OF TYBEE ISLAND N O-It. _ -- P - 1 o -- L 013 . ' ' i ) o ! - I Rs L ......., IF- t ......, / / 17°. 13 61 1( A '/ i t 'et -----", w ait. /44;,,,,,,,,,40 obi/a P.O. Box 2749 — 403 Butler Avenue, Tybee Island, Georgia 31328 -2749 (912) 786 -4573 — FAX (912) 786 -5737 www.cityoftybee.org TX Result Report P 10/22!2010 08:11 Serial No. CM35228060004 TC: 209520 Destination Start Time Time Prints Result Note 19544509727 10 -22 08:10 O 00:00:49 8g 003 /003 OK gg F Note MIX: Mixed Dri p gi na 1 l" TX 1CA l Manual SRCC F PC. PC -Fax. BND: Double - sidded Binding Direction. SP: Special original, FCODE: -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, LOgR:Receiving length Over, POVER:Receiving page Over, FIL:File Error, DC :Decode Error, MDN:MDN Response Error, DSN :DSN Response Error. MAYOR �<S3 CITY MANAG Jason Buelternian Diane Schleicher CITY COUNCIL CLERK c i COUNCIL Shirley Sessions, Mayor Pro 'Tem Vivian O_ Woods Wanda D. Doyle A ORNY Bill Garbett _ CITY TTE Frank Schuman, Sr" �� _ Edward M. Hughes Kathryn Williams Paul Wolff CITY OF TYB ISLAND FAX TRANSMITTAL. SILEET Date: O - - ZZ— 10 Number of Pages Including Cover Sheet: To : ! v J Company Name: Fax Number: 4)n5 _ /o _ �72'� From: Title: Phone Number: Comments: lhr sir Box 2749 — 403 Butler Av enue, Tybee Island, Georgia 31328-2749 Certified (866) 786-4573 — FAX (866) 786 -5737 y City of Ethics www.cityoftybee_org s3,_ Eth MAYOR CITY MANAGER Jason Buelterman S py) Diane Schleicher CITY COUNCIL , CLERK OF COUNCIL Shirley Sessions, Mayor Pro Tern `•`' Vivian O. Woods Wanda D. Doyle +' Bill Garbett CITY ATTORNEY Frank Schuman, Sr. t' Edward M. Hughes Kathryn Williams ‘`'' Paul Wolff CITY OF TYBEE ISLAND FAX TRANSMITTAL SHEET Date: )O -ZZ - 10 Number of Pages Including Cover Sheet: To: a ex Airjej Company Name: Fax Number: q q _ /57) -_Q ?2 From: Title: Phone Number: Comments: * ** P.O. Box 2749 — 403 Butler Avenue, Tybee Island, Georgia 31328 -2749 * Certified (866) 786 -4573 — FAX (866) 786 -5737 t City of www.cityoftybee.org Ethics L Ly� City of 'i ee Island • Community DeveloF !nt Dept. ; ``� � Inspection Report ■um 403 Butler Ave. P.O. Box 2749 • Tybee Island, GA 31328 . =., � �� INTERNATIONAL „_,,. Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. -- } _ '\----' ' ( Cl . a Date Requested Owner's Name 7) t Ko { • Date Needed Gen. Contractor Subcontractor Contact Information i r 1 •' L 2 2 7 Project Address I E , a, f 1 n # Scope of Work e r ni nCl.rA Por , Pr k -1- , -c-- ,- Inspector `, . -a *O Date of Inspection '` I - - 10 ► a -; (..) v : Inspection "- L;,_ Jr A Pass Fail 0 Fee e I k ow — 4 - 0 . \@ r rr I Inspection Pass ❑ Fail El Fee IA {I 1 G - , c d3 i` ) , - , \J•) , -i-r \c a `‘■ Inspection Pass ❑ Fail El Fee 0 i ( L; OT e n 6,) , , -- I 0 \.c)--i - p .2r J n Q f„ LV el rya ■ Inspection ,�^a Pass ❑ Fail ❑ Fee c7- -) 0 � L. ` k f , S We U. -'3 n I 0 h 04-1,0 vv, 00 , a i 4 - De 4 Ki D ?; e8. .J , ,.. -ie� vv \.4._. c ter) `i CL, \L_ cl, .-q---1 b - 773 ici . ,, wr v A o' '-i , _f i 08- 16 - '10 09:58 FROM -CCHD Fnviro Health 912 -356 -2969 T -512 POO1/OO1 F -681 HEALTH Environmental Health Off k www.g chd.nrg DISTRICT COASTAL HEALTH Mall Boulevtni (31406) post Office Box 14257 ?hone: 912.356.2160 Savannah, GA 31416-1257 1=axr 912-356.2969 Chatham County Health Department 'W- Douglas Skelton, MD -District Health Director August 9, 2010 1 r 7 Gerald Schantz tiY: ° 111 E. Gwinnett St. ° ° ° a Savannah, GA 31401 RE: Permit # FSP -025- 000038 Geralds Pig & Shrimp 1115 E Highway 80 To Mr. Schantz: This department has approved your application, and your food service permit is enclosed. The validity of the permit is subject to the conditions stated thereon and is not transferable. The application is subject to all city /county zoning and licensure approval. Please be sure that the permit and the most recent inspection report are placed in clear view of the public If you have any questions, or if we can be of any further service, please let us know. Sincerely, C. Tod ones, 1 o ty Manager Division of Envi.o vncntal Health Chatham County ' ealth Department CN :cpr Cc: City of Tybee Island Georgia Department of Conkrauuity Health, • Division of lPublie Health Bryan County Camden County Chatham County gffinghatn County Glynn County Libotty County Long County McIntosh County CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING SERVICES DATE ISSUED: 08/12/2010 PERMIT #: 100261 WORK DESCRIPTION NEW COMM BLDG - MODULAR WORK LOCATION 1115 HWY 80 OWNER NAME GERALD SCHANTZ ADDRESS 1113 EAST HIGHWAY 80 CITY, ST, ZIP TYBEE ISLAND GA 31328 PHONE NUMBER CONTRACTOR NAME WILLIAMS SCOTSMAN INC ADDRESS 2700 LOUISVILLE RD CITY STATE ZIP SAVANNAH GA 31415 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 330 OCCUPANCY TYPE P TOTAL FEES CHARGED $1,230.00 PROPERTY IDENTIFICATION # v' , AO PROJECT VALUATION $55,000.00 Vtli‘ INV 20901504 TOTAL BALANCE DUE: $ 525.00 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: 4_ A L r P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org DAVIS ENGINEERING, INC. sa 636 Stephenson Avenue, Suite C Savannah, Georgia 31408 Tel. (912) 355 -7262 Fax (912) 352 -7787 dkdbus(@.dmail.com INVOICE August 12, 2010 Invoice #20901504 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786 -4573 Fax: (912) 786 -9539 RE: 209015 Gerald's 06- -10 0.75 Flow test of pavement 06 -30 -10 0.75 Berm, landscaping and grading inspection (see email) 08 -07 -10 1.0 Final walk through w /Ray Horde & Joe Wilson 08- -10 0.25 Review of Engineers certification and closeout documents 08 -12 -10 0.25 Coord. on closeout and asbuilts 3.0 hours @ $175 = $525 Total Due This Invoice d did 4.0 - pp? - o z. ( -\-Q AP Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Thursday, August 05, 2010 8:14 AM To: Jonathan Lynn Cc: Building Official; Joe Wilson; Dianne Otto Subject: Fwd: Fw: Gerald's at Tybee - Site Certification Attachments: Eng Cert - 2010- 08- 04.pdf; Certification Letter - 2010- 08- 04.pdf; 20100720GS Layoutl (3).pdf Jonathan, I have reviewed the pdfs sent yesterday evening. As I am remaining on the island for a while this morning to accomodate this short notice, please print all for me. Generally: 1) Joe and I normally conduct a walk -thru final inspection together. On this project, it would be preferable for Ray to join us. By copy of this email I am requesting Joe advise of his availability. 2) Once I determine the location of the cross -ties removed, I will advise of the impact to drainage. I did not detect any on the asbuilts and the ones on the east side served as stromwater retention.. The berm may serve their purpose. 3) It is my understanding others are addressing assurance of tree planting conformance. 4) I need to check the asbuilts against the permit drawings. The asbuilts do not show the limits of the improved pavement surface. Web, grid, etc... form for stone. I plan to address this matter as quickly as possible and then leave the island. Downer Forwarded message From: Jonathan Lynn <jonathanhlynn@a,yahoo.com> Date: Wed, Aug 4, 2010 at 11 :13 PM Subject: Fw: Gerald's at Tybee - Site Certification To: dkdbus@gmail.com Downer Let me know if this is what you needed to get out to the site tomorrow. Thanks Jonathan - -- On Wed, 8/4/10, Willy Powell <wpowell(aiwardedwards.com> wrote: From: Willy Powell <wpowell@wardedwards.com> Subject: Gerald's at Tybee - Site Certification To: jynn@cityoftybee.org, davisenginc@bellsouth.net i Cc: gls52@yahoo.com Date: Wednesday, August 4, 2010, 9:23 PM Jonathan, Gerald is closing in on completing construction for his site. As such, we are requesting a final walk through and close -out for the site work. Attached with this email, please find a copy of the Engineer's Certification Letter, a copy of the Stormwater Certification, along with a copy of the surveyed as- built... At the time of this email, site work is complete minus the installation of the trash enclosure, which should be complete before the end of the week. Also, since building construction is not yet complete, there is still some amount of construction equipment still on site... Please consider this email our request for final site certification. Hard copies of this information will follow... If you have any questions or comments, please let me know... Thanks, Willy Willy Powell, PE Project Engineer Ward Edwards P 843.837.5250 x1105 F 843.837.2558 M 843.384.2944 wpowell@wardedwards.com This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e- mail. Please notify the sender immediately by e -mail if you have received this e -mail by mistake and delete this e -mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee 2 Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P 0. Box 2749 Tybee Island, GA 31328 Downer K. Davis, Jr. 3 Certification Letter r Re: Gerald's at Tybee 060207A General Certification Based upon our field inspection of the finished project, it is to the best of my judgment that the referenced project was built in accordance with the approved plans and specifications. Any and all field changes to the approved construction plans shall be noted on the Record Drawings. A list of those changes is shown below. A detailed description of each change is listed under separate cover: • Removal of 150 LF 8 "x6" Timber Cross -Ties • Removal of Full Landscaping Package Stormwater Certification I hereby certify that I have field inspected the pervious paving areas and compared them with the approved stormwater design. It is my professional opinion that the infiltration rate of the constructed pervious pavement meets the design requirements. G. ,ORC / �� S ‹ No. 33454 PROFESSIONAL 1 sica C�b (O'flr 0 Willy Powell, P.E. GA PE 33454 PO 6 1613 Paris ris 381 Bluffton, Royal, n, SC 29910 1513 Paris Avenue Po al, SC 29935 EDWARDS 138 Canal St. - Suite 304 Pooler, GA 31322 T 866.837.5250 F 843.837.2558 WardEdwards.com 171 747 August 4, 2010 : AUG 0 9 2x10 Mr, Downer Davis, PE Davis Engineering 636 Stephenson Ave, Suite C Savannah, GA 31405 Re: Stormwater Certification Letter Gerald's at Tybee Tybee Island, Georgia WEI Project Number: 060207A Mr. Davis, Based upon periodic observation and best available information, the stormwater system for the above referenced project has been installed and appears to be operating in accordance with approved plans and specifications, to the best of my knowledge and information. During construction, minor site modifications were made to the approved plans and specifications. We have reviewed each of these changes and after reviewing them, each change does not present any adverse impacts to the approved plans and specifications. All modifications are shown on the Record Drawings along with being listed below. Below is a brief description of each modification: • Removal of 150 LF 8 "x6" Timber Cross -Ties o The existing grades located just behind the proposed cross -ties allows for stormwater attenuation and promotes infiltration, essentially serving the same purpose as the cross - ties • Removal of full landscape package o Due to budget constraints, the full landscape package was not installed. However, the ordinance required the installation of four (4) new trees to bring the site into compliance. Submitted with this certification is a copy of a letter from the landscape contractor stating their intent to install these four trees once the weather cools down. If you have any questions or concerns regarding these modifications, please do not hesitate to contact us. I may be reached by phone at 843.384.2944 or by email at wpowell @wardedwards.com. MANAGEMENT e ENGINEERING ® PLANNING 0 NATURAL RESOURCES Sincerely, WARD EDWARDS �,ORG sTe � �o No. 33454 PROFESSIONAL 0 1/I I E pt C o 4 ro Willy Powell, PE Project Engineer cc: Jonathan Lynn, Planning & Zoning Manager Gerald Schantz, Owner File: 060207A Vertical Platform Lift Systems � 4 Harmar MOBILITY MADE EASY V HIGHLANDER HIGHLANDER or/'1a/7ffsY RESIDENTIAL Dr Harmar COMMERCIAL 1 • Harmar's all new Highlander Residential 'L Harmar's all new Highlander Commercial VPLs Iluti•n to are manufactured to meet or exceed the most el- vation current safety design standards. The High - a home. lander series was designed with precision and '" \3 � C( as cost- care to be an incredibly high - quality, code 5*( j (,-1--)14 r 2 lender is compliant access solution. With heights avail- _ , / ter units able from 4' to 14', Harmar's Highlander series c U �(0 Aa !sidential is sure to meet your every need. As with all Harmar Harmar lifts, the Highlander is simple to tall, easy install, easy to operate and virtually mainte- ,free for Hance free for use indoors and out. CPL400 53" CPL1000 125" Lifting Heights CPL600 77" CPL7200 149" CPL800 101" CPL7400171" Rated. Load 600lbs Drive Belt driven me sc -w / 90 VDC 1/2 hp motor Rated Load 750Ibs Power Supply 115VAC - 5 Amp gro, ded circuit Drive Belt driven ball screw / 90 VDC 1/2 hp motor with brake Control Circuit 24 VAC Power Supply 115VAC - 20 Amp grounded circuit Platform 36" x '4" with 36" high guar..anels and automatic folding ramp Control Circuit 24 VAC Footprint 49"/ 69" 36 x 54" (straight- through) with 42" high guard panels and grab Speed ' FPM Platform rail Controls onstant pressure rocker switch wit' ergency stop (key switch optional) Stationary ramp =m Manual Loweri Device provided Footprint 49" x 54" ASME A18.1, Section 5 - Private Reside e Vertical Platform Lifts Speed 10 FPM Safety Design Sta / %gir CSA B44.1 /ASME 17.5 - Elevator and Esc. ator Electrical Equipment P Controls Constant pressure paddle switch with emergency stop / Safety pan Final limit Manual Device provided S. Features Acme safety nut with monitor Lowering Non -skid surface. ASME A18.1, Section 2 - Vertical Platform Lifts Safety Design CSA B44.1 / ASME 17.5 - Elevator and Escalator Electrical Warranty 1 -Year parts Standards Equipment /Order Fulfillment 1 -Day Safety pan Har Atairway Lifts and Vertical Platform Lifts are designed to meet ANSI SME Final limit Ai :/ Performance Safety Standards when properly equipped. While Harmar tairway Safety Features Ball nut safety backup Li; and VPL5 meet National standards it is imperative to check State and Loca ode Non -skid surface • - quirements before installing to ensure compliance. All local and State complianc is Tower braces (CPL800 and higher) he responsibility of the purchaser. Warranty 1 -Year parts ° S11 www. h a r m a r. c o m 866 -574 -5967 CITY OF TYBEE ISLAND \A'ti\' APPLICATION FOR NEW CONSTRUCTION BUILDING PERMIT ■ .,BEE . 4 � �° y � ✓2 sets of building plans d _ 1 copy of survey showing 0 . a ground elevations &flood zone 1 ®- ® 2. CD ,ro I ,..,,s '/ $250 plan deposit Re Location: 1 I 15j e f-ii,oyeEb PIN # 4- ZGo- 03 -OZ. 6 NAME ADDRESS TELEPHONE Owner -.4-1 1 di /E.. Lit OP3N)i — E 5-1-. gst- LfZZ7 Architect or Engineer Building [,.v a . G , .a 1 s 5 7 7 5 ' L , 6 ' 2 7e. r . . , , , . ' s e , ` 4 4 z . , / 2 1 2 3/d -N9` , . - 9 i 7 '7 7 7 A i Contractor (Check all that apply) New Construction n Residential Other Single Family I Duplex n Multi- Family __--`` � AZ Bc. n Commercial Details of Project: - P OIX' 3Ls z # K i i �& " � f f oub.. r ial�"D1F.L l ) c �.- .o cseeram:a.�...�: -.∎ :i.eLl w*i�►r ` - .."- -- . te a _ a = %a `, r� I Estimated Cost of Construction: $ • --- - - • c • 11 :JO l D Construction Type r2 (Enter approI iat' num•er I J� 0 F ) 1 , (1) Wood Frame (4) Masonry (6) Other (please specify) (2) Wood & Masonry (5) Steel & Masonry (3) Brick Veneer Proposed use: ' F!'/ /_z 4 :, 1, 4 " , , K. `° C. i> 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 �as # Bathrooms Lot Area Living space (total sq. ft.) 33 6) ,z # Off - street parking spaces Trees located & listed on site plan Access: Driveway (ft.) With culvert? With swale? Setbacks: Front Rear Sides (L) (R) # Stories Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. cl; I. - Plt,: ' ' C) " # : L- , - 1 _ : i f ' 1 ,111 , 61 -72Cl rryR F ----, , 1 :5„,„ ,oro--e, _ -,_., >V I; i I" 1 1 l' ' t J i h i,'I i -t y During construction: On -site restroom facilities will be provided through ;' -) / "` S y - s /7/ On -site waste and debris containers will be provided by yv7. I Construction debris will be disposed by:'1.'✓ -'J s c # means of ; I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as -built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: 5 ' ( 2 c' /O Signature of Applicant: - v_ C 4 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: \ � j Signature Date FEES Zoning Administrator .51 )01t0 Permit 3 CG Code Enforcement Officer lEE' Inspections 9 9 Water /Sewer MID • / Water Tap Storm /Drainage � � � - Zd v Sewer Stub Inspections - „ Aid to Const. Z o 0 City Manager CC Recovery 33� X IoO 1c TOTAL jam eLcl. (a 0 de ot+ P 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 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 stoan 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: (cc.-* /Zee i tic 2 Project I.D.: Attachments approved by: Date: /-? C.) CITY OF TYBEE ISLAND BUILDING & ZONING DEPARTMENT P.O. BOX 2749 TYBEE ISLAND, GA 31328 PHONE (912) 786 -4573 FAX (912) 786 -9539 FEMA Certification of Elevation is required for structures in a Flood Zone. Location of Work: / r C � L= '� � �✓� � � (.� P' Owner's Name: ( C /7/7 s 7 Address: / r // L` i Y'/��C =T % 5 / , $ ..4' 4 3,/4/c)/ Contractor's Name: This notice is to confirm our understanding that all equipment such as air conditioning compressors, water heaters, furnaces, electrical outlets, meters, etc., are not permitted below the required finished floor elevation. By accepting the building permit, I (owner /contractor) agree to construct /place the equipment above or up to the required finished floor elevation, which is stated below. i / BFE Acknowledged and agreed to this / 3 day of /'- 7 ' , 20 / 0 / Owner / Contractor Signature 6 Z: ,12,e6,C7 c ///4//z- Owner / Contractor Printed Name STATE ENERGY CODE AFFIDAVIT Location of Work: ' / 4 // r 4 9 7 C` ) Owner's Name: c 7 Z Address: � l / 5 / 5, . G A 7,/ c.?l Contractor's Name: S 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. /,i; • 7-■ /1/4-j 1 Owner's Signature Date Owner's Printed Name - 2 c Contractor's Signature Date Contractor's Printed Name PERMIT FOR INFRASTRUCTURE ALTERATIONS Location of Work: / L /,/ 6 7 Owner's Name: 6 z' /349(4 S c e ,-/,� �� r 2 Address: if f Z 6 cc. r l 5 5 ,Z'C/ - 6 /9 3 Contractor's Name: NOTE: Any alteration to City owned streets, curbs, sidewalks, waterlines, sewer lines, drainage pipes, catch basins, or other elements of the City's infrastructure, requires a permit from the City, and an acknowledgement by the individual seeking to accomplish the alteration, that: a. The City's infrastructure will not be degraded in any way. b. All necessary safety precautions will be undertaken. c. The City will inspect the work in process and upon completion. d. The work will be accomplished to the City's satisfaction. e. The 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. Owner's Signature Date gL /247 d 5, 6/ ,7tc ;i Z Owner's Printed Name Contractor's Signature Date Contractor's Printed Name APPROVAL Zoning Date Building /Code Date Water /Sewer Date Drainage Date CITY OF TYBEE ISLAND BUILDING & ZONING DEPARTMENT Temporary Electrical Service Affidavit Location of Work: / ,/ / z L c� c--- Owner's Name: (s L = l'./V 4- /j c - )C,%/ 7 Z Address: ) / l C- Ze ';r•'i' 7 / 5 ! ( 7 C � Contractor's Name: S . 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. /-:// / - 3 C- Owner's Signature Date Owner's Printed Name Contractor's Signature Date Contractor's Printed Name Witness's Signature Date Witness's Printed Name CITY OF TYBEE ISLAND SUBCONTRACTOR LIST Location of Work: l7 5 / Owner's Name: - /5'.% t is) c //; t Address: /1/ L � �: �I.�r�� 7 7 . % 5 / 6,/. - 3 / ' c' Contractor's Name: ✓c _ / List the company name, business type, address, license number, contact person and phone number of all participating subcontractors. 1. Company 4[ ;- 5 c > 7 -7 54-z,4 ,z- Business Type / t < 2 /3 c . ` cei` f'v Address 1 CC) L G' 5 C ') 4- - License Number 3/`/15 9/4 Contact Person C (' '8 t l' k Frit, Phone Number 9i ( 77 7 7 7 Lam / 2. Company C.'oefA'c . / !a L T H Business Type c' f; Address License Number Contact Person Phone Number 3. Company J/a- y C e , ! e / 2- P 4-11 m i3 ° Business Type Address License Number Contact Person T4 tT Phone Number 4. Company Sig genet . Zle G , Business Type D 1 n. BA i r. elec. . Address C ( b e l ( 4A License Number Contact Person 4 Ox SW ea Phone Number 5. Company Business Type Address License Number Contact Person Phone Number Attach additional sheets if needed. Municode.com I ... F % ±' — e x 4 : C IN {y http: / /library6 municode com/ default - test /home , htm ?infobase = 14104 &doc action = whatsnew • , 0 - A- • Getting Started Sl City of Tybee ... -.. Municode.com.... d SAGIS Welcome d Other bookmarks Purchase A Cods I Onhr.e 144, ry Help 1\1 IAID TO CONSTRUCTION ,.-Search i C Advanced Search I Boolean Search - 0 Tybee Island, Georgia f + ., sa Where Am R 'Q r ev M_fi 4 Pt Next Hatch ® Clear Matches ® PrinL. ® Link To This Page E III THE CODE OF TYBEE ISLAND. GEORGIA Codified through Ordinir .,�,uar -omu c,.v per ..■ro,r em,,, .,,, — Q Prellminanes 10 per 100 sq. J 0 PART! CHARTER* Department store ft $40.00 •*. Q ARTICLE I INCORPORATION AND POWERS *— 0 ARTICLE II GOVERNMENT STRUCTURE LEGISLATIVE BRf` k l • Drug store: 500 per store 52,000.00 • • • Q ARTICLE IIt. ADMINISTRATIVE AFFAIRS 1 Fountain service - add 1500 per store $6,000 00 e ARTICLE N. JUDICIAL BRANCH ;+ Q ARTICLE V ELECTIONS AND REMOVAL Meals - add 50 per seat $200 *. e ARTICLE VI FINANCE I - [I ARTICLE VII GENERAL.PROVISIONS Food service establishments adc„s Ta CI CHARTER COMPARATIVE TABLE with restrooms and Q PARTII CODE OF ORDINANCES { ? a y 3 0 Chapters GENERAL PROVISIONS [ kitchen ** (/A ±' Q Chapter 2 ADMINISTRATION Restaurant less than 24 hours 1 per day operation 32 per seat $128.00 }1 ro Q Chapters RESERVED I . e� 1 1J C- * AL : Q Chapter 6 ALCOHOLIC HOLIC BEE VERAGES I Cafeteria, less than 24 hours per 63 per seat $252.00 ` , V �.P� Q Chapters 7 -9 RESERVED ' day operation +' 0 Chapter io ANIMALS` a : Restaurant, 24 hours per day 100 per seat $400.00 ^ S Q Chapter 11 RESERVED ' operation +: 0 Chapter 12 BEACHES AND WATERWAYS I 50 per car Q Chapter 13 RESERVED 1 Drive -in restaurant $200.00 f� :4 l0 Chapter 14 ELECTIONS space d 0 Chapters 15-17 RESERVED I Carry-out only 75 per 100 sq $300 00 •: 0 Chapter 18 EMERGENCY MANAGEMENTAND EMERGENCY S r� • � W SA- , Q Chapters 19-21 RESERVED Hospital 250 per bed 51,000.00 • Q chapter 22 ENVIRONMENT Hotel, no kitchen 100 per room $400.00 < /� r_Qr +: 0 Chapter 23 ETHICS* tOndergarten, no meals 15 per person $60.00 d El Chapters 24, 25 RESERVED Kitchen for day kindergarten _ 0 Chapter FIRE PREVENTION AND PROTECTION y care, 9 arten 20 per person $80 * 0 Chapters 27 -29 RESERVED Laundry, self service 200 per $800 00 Y: Q Chapter 30 LAW ENFORCEMENT machine Q Chapters 31 -33 RESERVED Laundry, commercial 1 p $4,000.00 Q Chapters 35-37 RESERVED Mobile home park 300 per site 51,200 -00 +' Q Chapter38 MUNICIPAL COURT Motel, no kitchen 100 per room 5400.00 e Chapters 39-41 RESERVED +. © Chapter 42 OFFENSES AND MISCELLANEOUS PROVISIONS - Nursing/personal care home 150 per bed $600.00 4 1' -. M --- -Offire 30 per 200 sq S120 GO • " a '. s1-, L.J a S — - - 33 0 s�, . �.�� x 33 2 co 4 ( X s) 99 Cx3) MAYOR CITY MANAGER Jason Buelterman a, Diane Schleicher CITY COUNCIL ( 6 = CLERK OF COUNCIL Shirley Sessions, Mayor Pro Tern .4;:f I Vivian Woods Wanda D. Doyle 'r Bill Garbett CITY ATTORNEY Frank Schuman, Sr. Edward M. Hughes Kathryn Williams4ct'1� Paul Wolff CITY OF TYBEE ISLAND Petitioner: Gerald Schantz Description: addition of buildings and parking Property Address: 1115 Hwy. 80 Zoning Action Requested: Site Plan Following any required Public Hearing, the Mayor and Council of the City decided on the 1 lth day of March, 2010, that the request for Site Plan approval was GRANTED. / / O/D Petiti • ner Date '51 010 P gue nd Zoning ; anager Date Date A A_1. t A- _ _ e i(t 1 ID Clerk of Council Dat P.O. Box 2749 — 403 Butler Avenue, Tybee Island, Georgia 31328 -2749 (912) 786 -4573 — FAX (912) 786 -5737 www.cityoftybee.org 47W ") IV ,ei COMcheck Software Version 3.,1 } Compliance Certificate Georgia Commercial Code Section 1: Project intor€atiorl Project Type: New Construction Project Title : DBI -4381 GA BUSINESS Construction Site: OwnerlAgent: Designer /Contractor: DIAMOND BUILDERS INC NADER TOMASBI. P.E. 440 THOMPSON DR 58665 GLENRIVER DR DOUGLASS, GA 31534 GOSHEN, IN 46528 Section 2: General information ,° R Qf P �.c,,ISTEiv e .,,:\ Building Location (for weather data): Savannah, Georgia , .4_, No. PE030356 4," ‘t. Climate Zone: 2a PROF SIONAL Building Type for Envelope Requirements: Non - Residential Vertical Glazing I Wall Area Pct.: 2% ', t. ' i 4/GIN 5 � Building Type Floor Area � IQ�, . Office 327 04/23/2010 Section 3: Requirements Checklist Climate- Specific Requirements: Component Name /Description Gross Area Cavity Cont.. Proposed Budget or Perimeter R -Value R -Value U- Factor U- Factor« Roof 1: Attic Roof with VVoog Joists 327 30.0 0.0 0.03 0.034 Exterior Wall: 1: Wood- Framed. 16" o.c 635 13.: 0.0 0.080 0.08E- Window 1: Metal Frame:Double Pane. Clear. Fixed. SHGC 0.20 15 --- --- 0.750 1.220 Door 1: Insulated Meta :. Swinging 40 --- - -- 0.50'1 0.700: Floor °: Wood - Framed 327 19.0 0.0 0.051 ;.05: ta) Budget U- factors are used for software baseline calculations ONLY. and are not code requirements Insulation: - --1 1. Open -blown or poured loose -fill insulation has not been used in attic roof spaces with ceiling slope greater than 3 it 12 — 2. Wherever vents occur, they are baffled to deflect incoming air above the insulation. 3. Recessed lights equipment and ducts are not affecting insulation thickness D 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels 15. All exterior insulation is covered with protective material > `V C. Cargo and loading dock doors are equipped with weather seals. L' pr 26. 2010 0. 0 Fenestration and Doors: J 7. Windows and skylights are labeled and certified by the manufacturer for U- factor and SHGC. J 8. Fixed windows and skylights unlabeled by the manufacturer have been labeled using the default U- factor and SHGC. 1 9. Other unlabeled vertical fenestration, operable and fixed. that are unlabeled by the manufacturer have been site labeled using the default U-factor and SHGC. No credit has been given for metal frames with thermal breaks, low- emissivity coatings, gas fillings or insulating spacers. Air Leakage and Component Certification: Proiec' Title: DBI -4381 GA BUSINESS Report date: 04,23/10 Date filename: C : \Data\COMcheck Files\DBI 4337 BUSINESS GA.cck Page 1 of 11 1Ci.Ali :aims and penetrations art: gam, u_ asses_.. N eat ie stri o• v` ✓e - -_ 2r4JISr 58aleC: 1. Vv noows odors. anc skylights certifies as meeting leakage reouirementn ,_.Component R-vaiues U U- factors laoelec as certifies. ,.,'Other' components have supporting eocumentation for proposed U- Factors 14.Building entrance doors have a vestibule equipped with self - closing devices. Interior and exterior doors in the closed position are no less than 7 ft apart. Exceptions • Buildings less than four stories above grade Building entrances with revolving doors. Doors not intended to be used as a building entrance. Doors that open directly from a space less than 3000 so, ft. in area. Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors. J 10.. insulation installed according to manufacturer's instructions, in substantial contact with the surface being insulated. and in a manner that achieves the rated R -veiue witnout compressing the insulation. Section f 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the Georgia Commercial Code requirements in COMcheck Version 3.7 1 and to comply with the mandatory requirements in the Requirements Checklist. Name - Title Signature Date RADCO tl E' Apr 26, 2010 Project Title: DBI -4381 GA BUSINESS Report date: 04123/10 Data filename' C: \Data \COMcheck FilesiDBI 4337 BUSINESS GA.cck Page 2 o' 11 rtc ec �� Software Version 3,7,' L. , Interior Lighting and Power Compliance Certificate Georgia Commercial Code Section 1: Project information Project Type: New Construction Project Title : DB1 -4381 GA BUSINESS Construction Site: Owner/Agent: Designer /Contractor: DIAMOND BUILDERS INC NADER TOMASBI. P.E. 440 THOMPSON DR. 58665 GLENRIVER DR, DOUGLASS. GA 31534 GOSHEN, IN 46528 Section 2: General information Building Use Description by Building Type Floor Area Office 327 Section 3: Requirements Checklist interior Lighting: • 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 327 308. YES — 1 2 Exit signs 5 Watts or less per sign. Controls, Switching, and Wiring: Independent manual or occupancy sensing controls for each space ( remote switch with indicator allowed for safety or security, J 4. Occupant sensing control in class rooms, conferenceimeeting rooms, and employee lunch and break rooms. Exceptions: Spaces with multi -scene control. snop classrooms. laboratory classrooms and preschool through 12th grade classrooms • Automatic shutoff control for lighting in >5000 sc.ft buildings by time-of-day device occupant sensor, or other automatic contra!, Exceptions 24 hour operation lighting, patient care areas: where auto shutoff would endanger safety or security. i 8. Master switch at entry to hotelimotel guest room ▪ 7 . Separate control device for d!splaylaccent lighting. case lighting, task lighting. nonvisual lighting, lighting for sale. and demonstration lighting, -_ 8 Tandem wired one -lamp and three -lamp ballasted luminaires (No single -lamp ballasts). Excerptions' Electronic high -frequency ballasts• Luminaires not on same switch: Recessed luminaires 10 ft. apart or surfaceipendant not continuous. Luminaires on emergency circuits. Voltage Drop: : t w a = ° -0 C - j 9. Feeder conductors have been designed for a maximum voltage drop of 2 percent. > -17 — I 10.Branch circuit conductors have been designed for a maximum voltage drop of 3 percent. Apr 26, 2010 Section 4: Compliance Statement Project Title: DBf -4381 GA BUSINESS ,� ri„ �, _.„ Report date. 04/23/10 Data filename' C: \Data \COMcheck Fiies\DBl 4337 BUSINESS GA.cck Page 3 of 11 �ormih=i*ce Steiner Tnieoroaoseu .^mnomap,reoressne:/:m*oocumer.econsistent me:ou/mmo xpmm:atim*anz ofne tn*aeora.rCommercia code reQuirements iii COMcneck Version 37. and io:omnywiin the mandatory requirements 'nmeRequ/rementsChecklist mame - nn* Signature Date Section 5: Post Construction Compliance Statement Record Drawings and Operating and Maintenance Manuals: Construction documents with record dravvings and operating and maintenance manuals provided to the owner ~_-^_ Lighting Designer or Contractor Name Signature Date ��0�� w �nu�� Apr 26, 2010 ' _ ___ Project Title: oBw381 GA BUSINESS Report date: 04/2310 Data filename C:\Data\COMcheck Files\DBl 4337 BUSINESS GAcck Page ^o,1~ Pee COMcheck Software Version 3J, 1 Interior Lighting Application 4; I Worksheet Georgia Commercial Code Section 1: Allowed Lighting Power Calculation A Floor Area Allowed Allowed Watts Watts I ft2 Office 3 1 32 Total Allowed Watts = 327 Section 2: Proposed Lighting Power Calculation A Fixture ID : Description I Lamp / Wattage Per Lamp I Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Office (327 sq.ft.) Linear Fluorescent 1: 48" T12 ES 34W 'Electronic 2 4 62 248 Incandescent 1: Incandescent 60W 1 1 69 69 Total Proposed Watts = 309 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Proposed Watts is greater than or equal to zero, the building complies. Total Allowed Watts = 327 Total Proposed Watts = 308 Project Compliance = 19 LLt > Apr 26, 2010 m Project Title: DBI-4381 GA BUSINESS Report date: 04/23/10 Data filename: O: \Data \COMchecl: Files\DBI 4337 BUSINESS GA.cck Page 5 of 11 rffly gsmi ` 'M &check Software Version 3.7." xterior Lighting Compliance • Certificate Georgia Commercial Code Section 1: Project information Project Type: New Construction Project Title : DBI -4381 GA BUSINESS Construction Site: Owner /Anent: Designer /Contractor: DIAMOND BUILDERS INC NADER TOMASBI. P.E. 440 THOMPSON DR. 58665 GLENRIVER DR. DOUGLASS, GA 31534 GOSHEN. IN 46528 Section 2: Exterior Lighting Area /Surface Power Calculation A B C D E F Exterior Area /Surface Quantity Allowed Tradable Allowed Proposed Watts Wattage Watts Watts Unit (C x D) Main entry/exit 3 ft of door width 30 Yes 90 60 Other entry/exit 3 ft of door width 20 Yes 60 60 Total Tradable Watts* = 150 120 Total Allowed Watts = 150 Total Allowed Supplemental Watts" = 8 Wattage tradeoffs are only allowed between tradable areas /surfaces. " A supplemental allowance equal to 5% of, total allowed wattage may be applied toward compliance of both non tradable and tradable areasisurfaces. Section 3: Exterior Lighting Fixture Schedule A B C D E Fixture ID : Description / Lamp 1 Wattage Per Lamp / Ballast Lamps' # of Fixture (C X D) Fixture Fixtures Watt. Main entry/exit (3 ft of door width): Tradable Wattage Incandescent ': Incandescent 60W 1 1 62 60 Other entry/exit (3 ft of door width): Tradable Wattage Incandescent incandescent 60W 1 60 60 Total Tradable Proposed Watts = 120 Section 4: Requirements Checklist Lighting Wattage: l 1. Within each non - tradable area /surface. total proposed watts must be less than or equal to total allowed watts, Across all tradable areas /surfaces total proposed watts must be less than or equal to total allowed watts. Compliance: Passes, Controls. Switching, and Wiring: Jl 2. All exemption claims are associated with fixtures that have a control device independent of the control of the nonexempt iightinc j 3. All lighting fixtures are controlled by a photosensor or astronomical time switch that is capable of automatically turning off the fixture when sufficient daylight is available or the liohtino is not required. Exceptions: RA- _ "4 Covered vehicle entrance /exit areas requiring lighting for safety. security and eye adaptation. Exterior Lighting Efficacy: Apr Q m Project Title' DBI -4381 GA BUSINESS Report date: 04/23/10 Data filename' C:\Data\COMcheck Files \DBi 4337 BUSINESS GA.cci: Page 6 of 11 _.+ e.xte' c nuiioin ; crounott luminaires that c_ _rat._. at create` Ma: 30`t±. nave minimum e it„a_: of "St. iu..eniwat. Xceoiton;. Lighting that has been claimed as exempt and is identified as such in Section 3 table above L Mint Ta t < :.- �g�iciy �i Thal is specifically de5lglla le designated as IeQi.tll .".il v7 L' a health or Ili.�'.� safety StatUe, ordinance. or renUlatlon. Emergency lighting that is automatically off during normal building operation Lighting that is controlled by motion sensor. Section 5: Compliance Statement Compliance Stafemen :: The proposed exterior lighting design represented in this document is consistent with the building plans. specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the Georgia Commercial Code requirements in COMchecir Version 3.7.1 and to comply with the mandatory requirements in the Requirements Checklist. Name - Title Signature Date *C.° rTh Apr 26, 2010 0 in C Project Title: DBI -43 1 GA BUSINESS . a. Report date: 04/23/10 Data filename C:Data`;COlv;checi< Fiies\DBi 4337 BUSINESS GA.ccl: Page 7 of 11 Y�v ( t p�. 5 ' Sq � ��'-yu Software Version �^ COW�C eci Sot wk�FFar e F ery ion 3 k Mechanical _: 5' y~ Georgia Commercial Code Section 1: Project information Project Type: New Construction Project Title : DB1 -4381 GA BUSINESS Construction Site: Owner /Agent: Designer/Contractor: DIAMOND BUILDERS INC NADER TOMASBI. P.E. 440 THOMPSON DR. 58665 GLENRIVER DR DOUGLASS, GA 31534 GOSHEN, IN 46528 Section 2: General information Building Location (for weather data): Savannah, Georgia Climate Zone: 2a Section 3: Mechanical Systems List Quantity System Type & Description 1 HVAC System 1: Heating: Other, Electric, Capacity 18000 kBtu /h / Cooling: Other, Capacity 18000 kBtu/h, Air - Cooled Condenser t Single Zone 1 Water Heater 2 Electric Instantaneous Water Heater. Capacity: 1 gallons Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : 1. Hot gas bypass prohibited unless system has multiple steps of unloading or continuous capacity modulation: 2. Hot gas bypass limited to 25% of total cooling capacity Requirements Specific To: Water Heater 2 : 1. Hot water system sized per manufacturer's sizing guide _! _ Electric Water Heate efficiency 0.9 EF (55 SL. Btu /h (if > 12 KW. First 8 ft of outlet piping is insulated Generic Requirements: Must be met by all systems to which the requirement is applicable: Load calculations per ASHRAE Fundamentals LI 2 Automatic Controls Setback to 5S degrees F (heat) and 85 oegrees F (cool). 7 -day clod;, 2 -hour occupant override. 10 -hour backup - Exception Continuously operating zones Li Hot water pipe insulation 1 in. for pipes < =1.5 in. and 2 in. for pipes >1.5 in. Chilled water;refrigerantfbrine pipe insulation: 1 in for pipes < =1.5 in and 1.5 in for pipes >1.5 in. Steam pipe insulation 1.5 in. for pips <=1;5 in. and 3 in. for pipes >1.5 in. - Exception: Piping within HVAC equipment - Exception: Fluid temperatures between 60 and 105 degrees F - Exception: Fluid not heated or cooied. r ` : es. - Exception: Runouts <4 ft in ienoth. > "0 Exception: Pipe unions in heating systems. Apr 26= 2010 4 Piping, insulated to 112 in if nominal diameter of pipe is <1.5 in.: Larger pipe insulated to 1 in. thickness C,,,, 5 Lavatory faucet outlet temperatures in public restrooms limited to 110 degrees F 143 degrees C Ti 6. Thermostatic controls have 5 degrees F oeadband Project Title• DB1 -4381 GA BUSINESS Report date: 04/23/10 Data filename: C:\Data \COMcnecl Files\DBI 4337 BUSINESS GA.cck Page 8 of 11 U.S. DEPARTMENT OF HOMELAND SECURIT) ELEVATION CERTIF CATL 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 GERALD L. SCHANTZ Policy Number A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P,O. Route and Box No. Company NAIC Number 1115 HIGHWAY 80 City TYBEE ISLAND State GA ZIP Code 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 10, 11 & 12, BLOCK 10, GARDEN WARD, TYBEE ISLAND, GA. TAX PARCEL NO. 4 -0026 -03 -021 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) COMMERCIAL A5, Latitude /Longitude: Lat. 32 -01 -12 Long. 080 -51 -21 Horizontal Datum: ❑ NAD 1927 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 5 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) N/A sq ft a) Square footage of attached garage N/A sq ft b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade NIA c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b NIA sq in d) Engineered flood openings? ❑ Yes No d) Engineered flood openings? ❑ Yes ►5 No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State CITY OF TYBEE ISLAND 135164 CHATHAM GEORGIA B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FiRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 13051 C 0213 F Date Effective /Revised Date Zone(s) AO, use base flood depth) 09/26/2008 09/26/2008 AE 12 810. indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in item B9. ❑ FIS Profile ■ FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 ❑ Other (Describe) B12. is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes El No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ►1 Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. 02. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, ARiAE, ARIA1 -A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized LOCAL Vertical Datum 1988 NAVD Conversion /Comments SITE BENCHMARK BASED ON 1988 NAVD DATUM Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 13.8 t: feet ❑ meters (Puerto Rico only) b) Top of the next higher floor N /A. ❑ feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N /A. ❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) N /A. ❑ feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 14.7 feet ❑ meters (Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 7.3 ► feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 7.5 • feet ❑ meters (Puerto Rico only} h) Lowest adjacent grade at lowest elevation of deck or stairs, including 7.6 1 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. l certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. d� , ' , J s t 0 Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a r � � .. - - -- licensed land surveyor? C Yes ❑ No /' r -. / 7 � P 2> Certifier's Name MICHAEL JIM GARDNER License Number GA. RLS # 2285 1 °ti •, e !, .e : Title LAND SURVEYOR Company Name MICHAEL J. GARDNER, LAND SURVEYOR a/ ' Address 120 VARNEDO NUE City GARDEN CITY State GA ZIP Code 31408 AL'ilteug ' ... , , L 4° j ., R ■ A il Signature -- / � Date 07/07/2010 Telephone 912- 661 -0479 CELL .. FEMA Form 81 -31, Mar 0• See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy tt mesponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. Policy Number 1115 HIGHWAY 80 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 C2 (e) ELEVATION OF BOTTOM OF HOT WATER HEATER IS 14.7'. BOTTOM OF AiR CONDITIONER UNIT IS AT ELEVATION 17.0'.AIR CONDITIONER IS LOCATED AT REAR OF BUILDING. NOTE: THiS PROPERTY AND BUILDING IS LOCATED IN FLOOD ZONE AE, WiTH A BASE FLOOD ELEVATION OF 12.0'. PROJECT NO. GLSCHANTZ 2010 -0 FB -J & D 2010, PG. 26. Signature Date 07/07/2010 Z Check here if attachments SECTION E - : UIL I " G 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 LONMA 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, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet 0 meters 0 above or ❑ below the LAG. E2. For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and /or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3, Attached garage (top of slab) is ❑ feet ❑ meters 0 above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is ® ❑ feet ❑ meters 0 above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZiP Code Signature Date Telephone Comments ►1 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone AO. G3. ❑ The following information (items G4 -G9) is provided for community floodplain management purposes. 04. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation . ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date . Comments ►1 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 1115 HIGHWAY 80 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. Ai _ '. I C9 II, `(Y 1 . GERALD'S . 96 ` x. _ . <. .. %L. . v \1�'w`\1R�CDi'� `. . - tj FRONT VIEW REAR VIEW yam` -. .... y tr t . I I I ; ,� - i 4 4 ; , . . . i i 11 F GERA #t " F ClitAi:7r I s GERALD'S S cmAKWAccm T { i '9V IRA a ,... - rsr i " . 1 i " . . II 0 . - fo isliriam LEFT VIEW RIGHT VIEW ,- 3 FEET O A COO WATER SUPPLY to E A STALL HAVE COMPLETELY �Lp ant m x 4 KILN. MG p _ I' _ 1 Ay t1.tE 1 PIS ILICMAW • r� cp i I LUMBING NOTES: TPICAL NOTES: SYMBOLS t ACCESSIBI'JTY NOTES: C 5M , �cN ..A_ NOTcE NRFi1ONR5 5 DESO. B'! AND FIEL i i } I i • RECESS TU 91H1HIIG FOR PERSON aR D BLEU "ql_ =SHALL BE ELONGATED tELONGATED MM NONA95ORBQIi ORd FROi SEAR. { A11 CIRCUITS AND EO RVIDE .AL BE GROUNDED N kin I ALL DO. STALL BE OPEN.. FROM DE EGRESS S. WITHOUT TIE USE OF A ` ACCORDANCE WITH THE ® Now { THE WRnNAnONK ST180L DF A6G59AJtt 90N SHAlr_ BE DI WUrE) AT ALL State _ n � BY OTASNS ARD SU BJ.T TO LOCAL iIRI ,WPRDVAL 1)RE PRIMARY EN TRANCc E =REST ROME WALLS STMT E= WYFRED MTR NOABS0. MAIERHA t APPK+9E ARTICLES ARTICLES U AT THE NNATIONAL NATIONAL aECTRICAL CONE (NECL �r 1 ACCE9BLD nESTROON FACIKIIE� ANp AT AR'E 81E ➢ EHxLW ES CES UNLESS AdJS BE ..7551563 f 10 A 41NtlNM xzJWT O OF 49 YICIIES A.F.F. FLp SHALL HAVER F 8 ,HARD. NONABSCRBFNT 9JRFAl.E THAT E"IENDS { 2 'AHEM E Q4 RE i RELF53D. C . ....CENT T WOOF FU(1URF3 THEY STALL SURFACE NOUNI ® � ®z. g NL d1RANI ']GAB l*5 PRC NgCA ACfE ''&E TINC THE N ROME 10 KALE NEMFS . ES ACC®NE EN1RN1lE. SHAL HAFE l 1 RicGTIDNA R Oen, SPECIAL KNOWLEDGE OR EFFORT. MANU Y OPERATED WISH BOLTS ONTO THE WALLS AT LEST 6 NCH. MILL.. B SURFACE _.ACE TO NES NCAM=E NT FlxtURES SHALL HAW A °~2 ABO C.O i C FUMES. EO SHALL N"ATE A N SPOUT H IRAN NO I -� e I OR KEY, BOLTS SHAL NOT BE USED. 1 CUSTOMER ASSUMES ALL R.PONSBRNY FOR ORMOND WATER MOLITES AND A MM./ CLEAN... 12 PIQUES N10 MI. OTHER FIXNREB awl HAVE Q zo m „ i yz 1 ALL GLAD. W11HIN A 24 NCH ARC OF DOWii HTKYSE BOTTOM EDGE 1S LESS THAN SE RICE STUN MIEN NOT 910. W FLOOR PLAN. MINN. CLEARANCE Of 6 N.. FROM 'STORAGE AREA' AS DEFINED BY rHi a..a. FUR mamma S W WrERCHNRS ADgMxA1LY. OPINING WATER PRON90NS yT r•� A ! • • P y 4 6D INCHES CHE Aso < SHE FLOOR, AND ALL GLA . N DOORS SHALL BE SAFETY. H RINSING 6 SHALL HA E SEPARATE 4N 0 VALVES. NEC 410 0 Arr. STALL BE MADE FOR NNNWAM M O HAVE pRT1NLtt Be.. i 1 V vt t �� IN SIT ED OR ACRYLIC M SHEET S. 4. WATER HEATER WALL HAVES PAM MM 1 NON MAIN TO UTERI. S MIEN WATER HEATERS ARE DISTAL., THEY SHALL EE PROVIDED M N RFADIIY Ej mn A S MET =RA. FACUI25 a.. CABNER. SN0.IES CLOSET` ANC DRAWERS ARE 4. ALL 15 G STRAPS REFERENCED O / NOT SLAT VA. CH d0 6 STRAP M BE 1:5 IN. x 26 Ow WITX A P REL. vALVE WITH OP. W En.. AND A SALT OFF VALVE MORN ACCESSIBLE CIRCUIT SMTO OR CNCUIr BREAKER SHALL B LE DISCONNECTS ADJACENT TO THE WATER HEATERS SERVED. THE PROMO. AT ,EAST ONE TYPE lt. 10 ED :HALL OPN STIR& WAGS COMPLITNG 6 - A NT x O/T6 IMO CROWN % I RICH STAPLES ANG CO EAE PERMIT N TED SERIF M . WM OTIE L'-'alt, R US} % UOMNG DOORS TO SfOH WALE (NOES MNW D B N xES SHAT A o .'m i E ( LE TWO MW A m e n d me n t 6 U WA 6 9HN S 15 EO lL E FROM NGUI BERM C .P.A. AND INSUMH r0 FLOOR 6 STEM SHALL Bf EDOER A85 M MC - ON. N AS 1DE dSCONECTNG PEAS OEY WHERE T£ SWITKN OR CW WIT BREAI(EA 0 mlzx M.N. M.N.... TIF FLO FOR FORWARD REA. CR IDE REAM ODIN. RODS OR 1 PORTABLE FINE EXTMGWSHFR PFR NF.P.A - TO INSTALL. BY 01T&IE O STYE .. WATER SUPPLY LN ES SHALL BE ORM OR COPPER. AND SHALL BE INSTALLED N I IS MMN SENT FROH THE WATT HEATER ORE CAPAB 6 BEING LOCKED AA I� COAT HOOPS STALL A DAMN 0-F b MOSS NRtt£ THE �FI�OM 48 WOES NA%DMILK AHO SOME. TO LOCAL C L H. WATERIER ..TS ARE TANK T1PE AL9 " A� FLU. TANK TYPE UMEM / 4. HVA iCAPMENT SNAL BE PROVIDED MM KAMM ACCc�gE C.CONIECTS MRN FROM MALL 10 INCHES MANN AND 4B NC1E5 Y uN ABOW N F1J)CR q/�. n z `!7�l1,'yF${,.'�5�+¢} 4 sm.+ FOR EXIT PLAN MOURN. ARE THE R 1Tf 6 THE iH. DRAW AN D. { 1 wwln+a *.��] �J � ]F�}YI#fi "• ySa #/}t SPUR. OWNER AND SUMECT TO LOC AL RURISMCDW APPROVAL MEd NOT .... -'TT 10 THE EQUIPMENT SERVED. MT MT. WITH A MNUOO 'OFF' _ f 4, WNIROS, @,PEN5ER5, RE4pTACFS AND 01.R OP... ECU... STALL BE NO 1TLi1,IGA1 91OMI O Ti. mom PLAN (IIiRlUORNNG dERGFIVC LIG... lld(TN4 MIEN! REWIRED} A IBUM.. GRAN AU CLEAlIOUR ARE DESIGN. ANON 91E NNSTAUFD BY OTHERS. - POSITO 1HAr IS A PART OR RUE HVAC EgUIPA1dT ARO DISCONNECTS ALL C� Mp1ER THAN 4a Wtfl@ AEDr THE Punt Punt RE ®TAQ£5 ON WALLS S.1 BE MOUNTED T. MEN LUW ROES OF ROOF PRA LESS MAN Y OF OVERHANG, 017.5 4R.ECT . LOCH. SMMSOICTOW APPROVAL UNGROUNO. CONDUCTORS SHALL BE PERM.. THE DISCONNECTING NO LESS THAN 15 NOES ABOVEE THE FLOOR EXCEPTION: WONT UYRTATIONS 00 NOY g � l.:i'j9, j 1 � � ANON DOWN SPOUTS SHALL BE STE MT.., DESIO.'. BY OTH.S. SUB.. TO I TO ...5 SHALL BE CONTROLLED BY AN APPROVED AXING VALVE MTN A MEANS WHERE OTHER OECONNECR na N AaI s ws NG MEANS ARE ALSO PRODDED EY A n APPLY N £THE USE OF S'EOAL EOAPIENT DICTATES UTNE.. M MERE ELECTRICAL T Y , 17 bLi Int 1,��j rn M LOCAL A ISMEMON APPROVAL MIUM WATER CURET TEMPERATNE W 120E MEL.). READILY AR£.S99E °ROM WREAKER. Y ERE REOPTA.LL ATE NOT NNNALLT MSC. FOR USE BT.1.1 G oWLIPAVTS B NN . {J 3 �•] r rypJ�� }/'� 611601.S ARE INSTALLED N WIND REDO., ALE REGO EXTERIOR GLAZING SHALL SE AL It THERM eWPNWRI DENGE IF REWIRED BY WATER HEATER INSTALL., S ID. AND PRIOR TO BERiL ST NG THE ELECTRICAL S IOU THE I NTETNUPTNC RATING 0 " P.. R HJ. 1 M EMERGENCY WMNMO SYSTEMS ARE PROVED I.4 SHALL IX NDDE WIN AUAUDIBLE W;LTti„L} C°cle`. ill +S V IMPACT RcSSTANT OR PROTECTED MTN AN NPAcT RESISTANT COVERING UNLESS IND.. IND.. NOT REIN ON RLM . PLAT E DIMMED ARO SIE INSTALLED BY ORO., R£ M BREAKER MUST BE DESIGN. ANON VETW EO . BEING N MVP, �' R � , 0 US ALARMS THE H. . ALAALL5 SHALL BE LOCAL. DROPS T, HOAGIE LJ>.JH 1 l Y }� Gas 011.1.14. E IN THE SPECS/CAROS FOR BUM. THE SATED OPENING PROTECTION RILL SUB., TO LOCAL APPROVAL ANCE MTH SECTION 00-9 OF THE NEC BY LOCAL ELECTRICAL CONSULTANT ESTROME. MO PLACED BO WOES ABOVE THE FLOOR M 6 NOES BELOW 0.....- 1 ]� 11�.T Giwi DE PROMO. BY WOOD STDCiIIRAL PANELS MM A MNWY TMCKNESS OR 7/16' WHICH 12 WATER PIP¢ EETALLFD N A WALL FmCHD TO THE .01.0P KIEL 6'c LOCATED , fi. DE MAW EIECRr MEDAL PANEL N10 FEEDERS ARE DESIGN. BY OMENS, STE M won .. IS LOOM. y V p.W � INSTALLED AND SMELT TO LOCAL .1URISNCTION APPROVAL N �W 6 I1L IS 4.ML BE CPSRAWE BY A 9NSE DEFFORT DOOR CLOSERS SOUL SE A0.USTED ! Y r tlt P1 l jSS'�f ARE PRECUT TO COVER THE GLJSFB OPSINGS ANON ATTACH. V6TH 2 lir x ,6 4C00 ON THE HEATED WE Cr THE WALL INSULATION: WATER PIPING RIVALLED IN 7, A ORCOTS CROSSING OVER MODULE MATO. LNE(S) SHALL FE STE ,n No. SO MAT F ROSE AN OPEN P.n. OF 90 DEMEz3. THE THE MOORED TO MOVE TALE DOOR . }//W�, r {i y dril et* f SCREWS SPACED NOT MORE THAN 9' O.C. THE PRECUT MOOD STRUCTURAL PANEL INCOW S AND OkMD ATTIC SHALL BE WSMIED MM AN NSA.. CP FE-6.5 FE-6.5 WPM. • LL CONNECTED WIN APPROVE) ACCESS/KE JUNCTION BOJE . OR CAME CONNECTORS ntgyc mm CP. P3 1t OF 12 DEGREES SALL BE 5 SECONDS MINN . T. NMI. FORCE D � (1R! WL EJ' I 1 N WOOD T.M. ARE TO BE PRODDED OI SITE BY THE OWNER. AUBECT TO LOCH. APPROVAL II Pun IN 0100.0171.0 SPACES MIST SE PROTECTD VTR NWMIWN HMV. A E AL RE�PEAO6 INMALL'O N NET LOCATI . (MM.) SNAIL OE W NEATER MO W FM PUSHING RR PRUNE OPEN Won OTHER MAN EPF DOORS SHALL NOT an d LLL v++• • Y I WIND -BORNE DEBRIS REGIONS ARE OESOATD3 'N ON SCI 1600 Cr TIE IS. MINN. P. FACTOR OF 6.5 N ACCORDANCE MIN SECTION 305.E PRo. (OUR) ENCASHES.. 11.1.11( CF WINO E HOT A EECTEO 461. M G I F sW ml NA Nos... EMCEED 5 L. FOR ALL SUM. FOLDING. AND INTERIM FENCED DOD. I O P NDOWS AND DOORS MUST BE NNN FOR CNPUANCE NTH THE YAM DESIGN 14. SFA LASS OR THE BUILD. WRRNT NE pEW D gaNKWG FOUNTAIN AND AOAENi PLUG CAP W ...EEO OR gEMODD. ME PECET! ITSELF SHAM ALSO O D ;. MM SHFALS .ALL BE STABLE FIRM. AND SLIP -�rAM. OtANGES IN LE.. KT- RESSURE FOR WMPCNENTS AND CLADDING StM: Is SUBECT ro 1 siei B1' RTE AUIHIATY MAVNO AJRISOCTON BE ISTED FTR DA MP ANON WELL IOCATOS A9 PER 21X18 NEC. C Cos nu INCH M A 0.S NO SHALL BE DEED MN A SLOPE No PAZ TER Q4 ND 1S CUSTOMER ASSUMES All R�OOSIUTr FOR DRINKING WA1cZi FACRIRES TURD 19. 600/408 POTS NOT INTENDED FOR 24 HOU USE SHALL BE co NECT. T O A ( CINDES M LEVEL GREATER MAUI 0.5 NO REWIRE RIBS CARPET PILE TN C� SHALL ...1. SINK M. NOT SHOWN ON FLOOR PLAN. PHOTO, . OR 1NEC- BE 0.5 MAX OUTINGS 44 FLOOR SHALL HAVE STAGES NO BEATER MAN 0.5 Ix WOE W IDC PROTEC c010Ra. 9IALL BE INSTALLED A DAM. Of 06 N.. ABOVE TEE 1S BU ALL 0ZE R DATER CLOS. ONE ONE.. OOONWAY THRESHOLDS SHALL NOT S.. 65 NCH N HOOT. ! = -- B. Au.tA.L TAT. CLOSE. SUP. BE 0 NOES TO . dn., WASHED FRO THE I I FLOOR N THE TOP OF LHE SAT. GRA6 BORE SRA. 8E 06 NOES LONG M.O. t T 't • i MEN LOCATES IN. CLOSET, NIA WATER QDST AIO 42 NOEB MNMO WHEN E AB ALONG � 8�6.��a 4{ln{Js' T.A ATTEN71ON LOCAL INSPECTIONS DEPARTMENT C ROE OR wA1EF AND SHALL BE AR IS 33 41811 10 36 LING. TA THE iJ I 1 I FLOOR O N DIE 9D 0 011. 91 t 11. BAR 841910 IS ACES BAR L LO N 0 9 SHALL BE 8 39 AND 41 Ali R✓ l tj /A, u X.sS electric 8 ONI. O if .0 ML MM 4 1E OR THE BASS OCATED 000180 Y M A C4T1.1 ` INCHES A 4 ME WP AND NMI THE CENTER N F E B R LOG m 440 1 1 M . �1 at o n OMPLIANCE WITH LOCAL REQUIREMENTS I WINDOW & DOOR SPECIFICATIONS I NOES ANTI 41 n FLCOM D N HEM INN' 1 I 9. OF 17 INNO� AABBovEE T E F.OE M wAWAIL VINO MM ELfUNOAIED RnI3 Ar A „ $�y - T T . DOL PHI$ WINOOWB PAE REWIRED FOR AIL CAIATE 2 0N� 1J 1 H A�•+ /Hj� y ] o A a lle G SITE INSTALLED HE MS i H 10-P - A-ot ALL WWBT.. BIIDNGS BENaNG AN NSdaA i D TF_ E WNW ENERGY IRED FORA FOR M AT ONMR. k to ACO39BLE uNATUtlE -S ANON SITES 9Ull BE MOUNT. MM TE Ra No wOER THAN x I F / a {'sJ Y$ OF APPROVAL ISSUED BY IRE CO MISSOlER PURSUANT TO THESE INCHES .0. TAe FLMR. %DHSE CEIRApCE IX AT lEwST 2J ACES IMQH MUST B-_ y �� RULES SHALL BE HELD TO COMFY 900 Tff REWIREAI0 h ALL ALLOY. 0W. U =AACOR MD S HOD. PAOVOm VN A 1.6.14.1 DEPTH ff a NOES BENEATH TALE FI %AWE AN0 9 NOES MO i .� W . � � ilsl s 1 THE MILOWNG ITEMS HAVE NOT BEEN 000 02 E 0 OT BY TIE MANUFACTURER. I ORDINANCES OR REGULATIONS ENACTED BY ANY LOCAL GOVERNMENT 1 2 THE 3 09 1 P. SW I A OWABLE NR LEAKAGE RATE FOR 1.00. MN.. MM A WIYN DEPT„ OF 11 Inns BENEATH THE FIXTURE. THE MIEE SPACE V y I T, e L 7 HAVE NOT Bt./ INSPECTED ED BY RICA AND AR N CERTIF. BY THE I WPCH ARE APPUCABLE'ID THE MANUFACTURER AND INSTALATION or E 0.3 CFER PORE FEET PF WADOW AREA. LAST BE AT PAST SO INCHES WOE of 1 • STATE MODULAR LABEL NOTE MAT TINS UST D ES NOT NEWLY RICH BULDNGS. DIE OM R INATO BT THE CWMISSONER OF THE i 1 DE YAXNUM ALLDWA&E NR LEAKAGE RAT FOR E%IFRIOR DOOHta 11.14. WATER ASE) TTRAIN PIPES INN. AIDE LAVAlcoe. AND SMKS SHML . • L FOR A COMPLETE AST THE ITEMS OR YORK AND MATERIAL MAT MAY BE REWIRED SCOPE OR SU. APPROVAL E FINAL E 0.3 O1 PER SWORE N R LE 0008 ATE PE LA.. T TERMS: C.f... TO PROTECT ...I CONTACT. INSN.TIgN 0R • NS1AL TIO AN. ELATED ITEMS ARE SUBJECT TO PROTECT. MATB4NS WY RE SITE NSTA THERE LRm. BE NO Mon M ARRA. D: L OOM om L TO APPROVAL CODE COMPLIANCE MUST SE NHD AT DELER SURFACES UNWFR 0900 LAVATOE3 AND MKS DE 1, JU LNCTI i 12 ACCES IE U�.CTHW. 1CAl1.T TRW FD }HALE ACCEE.IE FAMUMS (LE LEI.- OPfINI.. a y �! PUSH 13. o,oMS LOCATED ABOVE LAVA... SINKS OR COUNNE S I. S NWNTED MM THE � y ,� y I i:WA },Y � t Y�T U' St BOBoy. /09 •F 0 05 0004 0 SHFACE d Y 10191 KE TI 40 wO6 PBD0 TiE ELIDES. ' { L } - 3 �y{e �Gb 3'EPrb OTHER WM . N TCR_R ROOMS SHALL BE MOUNTED NTH TE BO'TTOM .K ` CF THE Noi10E BUILDING DESIGN PARAMETERS 1.1.10. 9I UPI d10. N" .A.TH ` S P EFL°"` v/�� p ti a� WY 1 { p'�/�, Y�, 1. THE CCOMPLETE TE FOUNDATION SIPPOT AND lE DOYN SY 1.. fA 6M8 BARS H. AMNG A C(tOAM CROSS BENIN SHALL PAVE AR WISRE dAMEHER 0.z 125 i F.T ryt' , j E �ft I + 1 z + `a 2 RAMPS STIRS AND GENERAL A1 ACCESS ID iTHE BLa.NO RFDW APPROVAL E NOT M 11105E WNI Aa ) 2D INCITES W.A. MWM. USE SPACE BERH THE CSLAB BM 1}D ITE ] ] ! 1 PORTKING F ABLE FIRE IHAN OR BOEXTNGLASRER(5). WA PO BONS OF LISTED STATELB WHERE SHALL BE 1.5 NOES 4.:WINONTTLED TER. BDNG DRAINS, DRAINS, • CLFJNOUiS SNOW LOADS DETWARED . COAL BUSINE USE /OWUPANCT: SS. �_ TOW C� xe/s ;+�it'�� SEND SIN ANON HOK -LIP TD 0.00(0 S G YSTEM. I IEIEOOOI0CA1 DATA EXO'. TE .B `fi({ 3311 i n S E ECT6CA K SERMCE O HOOK - (N WgNC DEPS R W� LOAD. 2 CONSTRUCTION TAPE MOR WIO S OCA m O xE PEN SIDE O T WA FR ]DSE�.� fS N� ME 11E B.O., 3. SPRINKLER R STaNEM: NO TES. DC mRT U�- . Mm) SE LtO " A11m VE NiM " P x lO'e5 / 6I ,A N. �. ✓ � +m yy� "�'�L �.§j� y�E. ,, ��J I �� E. THE MAN ELECTRICAL PAN. MR 4S.-06... 4. BURDNG AREfe 3YA SF. Md.. AND 40 NOES MM.31.1 .0 THE FLOOR. o T GO TQ A J j ) e t t-3z J I J °><' " -e i 7. CONNECT. OF ELOTUCAL ORCITB CROSSING OVER HOWL a. BOLDING HERDED 5.10 FFR 1].30x00 STALL 019990 STALL BE THE SLF- CL0990 TYPO 0011[ O+M CiJJ Vv 7 MATEI NE(S) - (18121 -PMTS 09.Y} 5. NUMBER OR SDfl1E5; 1 I IM A TOWEL OMENS. 0500 BE 101409. A01A9 40 TO AU. AC?5985 LAVTO9ES. B STRUCi UNIT AND AFSD(ETC INTERCONNECTIONS S BLTWEII) 000005 I T. HUMBER KS MCDUlE5 1 9. E gSOARE U (19400 0 EIJERGENM STRUCTURAL LOAD LIMITATIONS I e, ...ANT P...ANT LOAD a 9A4D DIN 1� SF/PER . I i S: 16 GLAZED OPENING OO ( GENERAL NOTE NO SI MECHANICAL NOT I I i ( E. ♦ T' N 3 q . rw��] (Y7 IA 11. PLUMBING FIXTURES 9. EXTERIOR WALL F RA TING: NOT RA t ;. Nl SHPT? AIR 90001E. SHALL TE 10 INCHES z 10 ES A N.100.01.2 .100.01.2 x'1.13 L V�LI '"" t �� f { FLOOR LIVE LOAD: i Rini 10 alai. alai. N Naas (NSA) OI£THIIEAD fRERNU55 _ O A �. PS 1C. 1FYS BULDMO MUST BE INSTALL. INSTALL. NM THE FIRrS H OOT • R-U LEM sa SP N PTED. D d 5 EX O UNCO DI> OOND �N M TILA ACE S ALA L w]ry{_{ ` } �a E. 2W0 LIT- CONCOORAT. M. 94TH ED NCH l A � ,„ D z 30 ANCES REQUIRED 8Y IBC TABU ESP' ND CR5L W/UTS STALL HAVE CEPT DUCTS s "' 4 • } � �� NO ALOCK. MM.. W nDM I 0. dGERGY LOGE COMPLIANCE S. ATTACH. MEIRGY 2 INTERIOR DOORS SHALL BE S NOTE R 15 NOES ABOVE Fn.. FLOOR ROOF LAVE LOP. CALCULATIONS. FM AN REM. AND /OR AS NOTED W FIIIOR PLAN. E��E..wwr�AT��S.yy �I Sy y� + A 2D PM I T2 MANUFACTURERS DATA PLATE STALE 110003 Rib 1 HMO EOUPS.0 STMT BE EIN)IPP. Yg1H W19DE FRESH AR INTAKES { y )v'7#Y1 ta1a t `` 0 : :MO r a PRODDING PROW elcze ARE TO ESE LOCATED ADJACENT TO 4. RES0RO 44 2 4.1 FANS SHALL PROVIDE A MN OF 75 CIA PER 00101 `}�{{AF�)�� {��{7]��7'(� j� ROW SOW LOAD. I 3i010)00L PANEL CLOSETS ND URINALS Anlen'P rh antS 20 PAP GROUND SNOW LOAD { A. PR 4 EL PI - 20 FM itni ROOF SNOW LOAD C Ce 1.2 5R0W EXPOSH19 FACTOR 9NOW MH A 000191 ` c: ;1 SNOW MERIAAL ERYAL FACTOR APPROVED -STATE OF EORGIA I 1 CODE SUMM ELECTRICAL SCHEDUL j WINO LOA01 i INOUSIRIAUZE3 BUILDING P0000AM� ELEC ''''' SPEED 80810 ELECTRIC. ME A C.L I R.R.N. ACOSBW.0Y ENERGY CODE l Nmm4A i °I°R I tU I A. 130 RIND WIND N EORTAN. FACTOR DESIGN APPROVAL AGENCY: RADCO I STATE I 91 I McRp r, pO9HE GATEGem' NADER TGMA52l P.E. j I. 1, s i 10 U Ma) i F t� .i 9 GC.. 0.16 WTaaiAL 00300N CO CPIR I 58665 WNW tail I 10001 ws EC Wes' 03 Hoe NEC we 2005 NN. / OB 2006 UPC 19/07 2 I €OO W/OT E Pr ZONE 4 MD PS I I VB . GOSHEN, IN. 46328 { IRA?id Y2D -3-20 2010 cn AMdo. 2roe cA ARE1R0. MO cA. A10.10. 06. os AA. D9 ca AHEAD <_ { i m f ZONE __ 46.0 PM 1 000ST. TYPE _ 574-70 -3418 � eHnatd 120 - 299E u. nM+aia .�{,�� }1 +.W,,{ i I I 1 ) r. ZME t 566 PW i N OCCUPANCY B 4 {I.ILa,W Court ONE 2 5S2 Ps RE. REVIEW FOR CODE COMPLIANCE I FLFLOOR LL (PSF) (' 1 1 " • P', nes Z SAM. IS NOT DESIGN. FOR PAGYdT Ov DE 8G N� N°a . � F � R ' I DIAMOND DIAMOND O BUILDERS INC. pa I - i Y 020P. u.. -4 w I' UPPER HAtf of A HALL M ...RENT T EXCEEI)MEETING 1 II YANG VELOC Y (MPH) ) 3G ' • • ' I � , NO. PE0.30356 ` I nw0c1.6.5. 00100 31534 Ioon.w i09 FET IN HEIGHT. ELECTRICAL PAN SIZING: I I I CATS C DESL6N C i ? FF SE ISMAL: LOAD: carcoRY r APr 26. 2010 R O \ \VVi T RO P R : B %D M.N.. I I A SEI9WC usE MaB EXTERIOR WALL C 1 .0 - I EAT[ 4.-20-10 4.-20-10 g "n 333634 FIRE C.. I AE: ND g IY243 -D3ro GFNEM LL N K .5 I a. 10 m9 U cE TIES mNC a.sl x I RA N (HR5 TT q c NG I NE � caE No E S R 910 S LL B INTS KW/SF SET s z 1.05- O C .5MIC DE.N CATEGORY I 1 r = 1 ( \ r AIT `(�� E SIP.. ANALY95 PROODURE 4381 F (V T" LAWN -:: RADCC. GR 1 N•T. JS i AiERHeATER: .B%vN /- PUSH NUMBER _ _ ! TO i . T Sm S 9 MCTRAL RE MORSE COEFPOE 1 AN(3) T .a KW X 1.43 I I .1 SPECTRAL. R ESPONSE COMM., 1 P, 1 I ' 60111 °E" "g9EAR f A°PROVALDA TE Ia :.n)D i <c sHEZi E98ry effort has been made to identif' R s RES+OSE MDDlncanw cTEr. corr 1 R - DBI ?381 12 x 28 BUSINESS 4 KW FLOO DAD ) As noted - Geo rgi engineer seal J {m„ 9 YP ,M E „ mom ro L B WA C /g IDESTINATION: I Or code violations, no oversight by the W � s0* ,uw PN'e S 1 V FL T xAZUm uE .Yr'. AI� 1.11 i �,_\°J I OVE SH EE7 ! sAVMNAx 1 �AL _ V 00011e52c;truc Ura R o i onB o } . - reviewer shall be construed as authority �1 ( •;''' to violate, cancel, alter or set aside AU_WIR NG! �.; "' " any applicable co es ordinarces The SER\P /10E i C(_UDE y__ e a review and permit should not be construed k t e o� � . �'�� F9Af�DiCAP ACCESSIBILITY as a warranty or g uarantee. Cip PER 5 Uq T e1 q ,� WEt or Phis Sbi is required to meet the provisians ei NCH ; ± ' ^1j �t,M -SSC L{on 8-2 -A � Y A� O� Title 30, Handicapped Persons, Q9viewed By CAA Date 1� S$� t=37 g 1R fi� fficial Code o f Georgia Annotated. O c, Tybee Land Development Code �e 1 i 28'-0" '$' ? 26' -8'. I 1 -r . 20 -4" D ..• UNE PLENUM W/ I — � -5" i 6' - / 1 6' -8" k 3' -4" / 1/2" GYP. BOARD + , aBRFXP, i I y _ TON HVAC T I II W /10 KW HEAT I a ' 4 STRIP 550 CFM A- {WC ESP' I 0_Sp�Y FRP 240 V. 10 HVAC t t .. CEILING I2 UNIT PROVIDED W/ I ..EKING / y. - -' -- FRESH AIR INTAKE. CKT,? 1,3 ^1--I r I I I . 2 I to _ I T ILA! L> CFl - 3" VTR N I 0,,,K. 8x18 OVERHEAD 11 I�1 9 — — --1°, --1°, — ` o FIBERGLASS DUCT I I w.q 6` PLUMB WALL _ - W/ id "x14" R/A rII / I c C -SPRAY 4. - c - DO INTO PLENUM I I 1 OFFir CASED OFFICE CEILING 2 � Co Z. ROLL VINYL OPENING ` RO VINY STUB OUT FIG V T ` i FOR PLUMBING '{ 6 � \ FIXTURES R6 EL, SUPPLY UNE SIZING IS BASED ON WPI I - � S n - 3680STDD� AN ASSUMED AVAILABLE PRESSURE 46X27HS I\.l WP PHOTOCELL WP AN 46 TO 60 PSI AT MAIN INLET .2 PHOTOCELL AND SHOULD BE VERIFIED PRIOR TC ' AMP = P. ,,--- 4 CONSTRUCTION. I 120/24DV.,10 I 3680 CLSRM • coo I L — W /1 0 "xl C" V.5. L " ALL SUPPLY LINES SHALL BE I I W /SAFETY GLASS i' - n 3/4 ", ALL 5111B -UPS SHALL BE I Y 7'-4" 7/2" UNLESS OTHERWISE SPECIFIED. 1 . L 21'-8" 26"-8 V.T.R. IP J I \ LAV. L. 1/2" LAU WC 1 NA0P -8 yostouHi. P.E. 1 f�. 58665 0.305500 DO � I 3j4 "m lUL�; 005006. IN. 46528 3" 1 e 574-370-.19 I i L ` y � .3 0.E E RE° ' i DIAMOND BUILDERS INC. ! 3-__,-4 _ ors ° t No. PE030356 ,y. rwm x1-mea 1 ,� _, r . 1 t P ROF NAL 0000 .-2o-ro I Imo Pun, aaom I ► �� 5156 CFEN9IAW Si. 383< 65 - 243 -OSI Apr 26 20' 0 r q F h ' GINs ;�� ! r NODES 0060000 en TAMPA FLORIDA 3 ( � 1T R T O P 4 ups fig= CA. ti I N.T. DWu' RISER P SMEE r I R NTS SUP. L`' RISER -NTS- 04 301.1 081 4381 12 x 28 BUSINESS As nosed - Georgia engineer seal oss0nvA0arc 2 OF a i applies to structural portions only. FLOOR PLAN 1 500ANNAN t I { 1 { I I GOOF NOT TO EXCEED , I 1 : p ..4G RIGHT ELEVATION TEAK ELEVATION' I I H I , I I j I � I I 5 I D 1l 1 . ` ■ E1 E =, IQI�N F RON ELE \I NADER TOmASBI. PE. I 58665 0.Z1JRIVE.R 0001 509-370 31 9 5]e_ _rte. EN, IN. 1? „!fla.ilq \` { ¢ EC,NsTERF a 1 DIANION D BUL.DERS INC No. PED30356 \.} I OC �Q MUN . _,sr cm2, x,—Aom LPROF�3 i I oAcc. + -2o-oo I THIRD Ron, RAOec ( \'\°j - � t sirs a .0350 sr. E ` 4 seu.e AS I pup, rtownA 3.,634 Iv _, 813- u3-arro I � ✓GINEE <b C SE NOES R AN 5: I B 1NATIOO NOiFS TYPICAL ACC R..S I I RPMP(5)0 SrAlfl(S). (W HE N TION ENCLOSURE I 4 I 9 ∎ 0 � .. pI R�� I I N.T. AND HANDRAIL ARE 5fr< WHEN PROVIDED) NUST NAB-_ SEE -CROSS SECTION FOR INSTALLED. OESIONEO BY OTHERS. SQUARE FOOT NET VENT AREA .� n nn II SHE-cT I MEMOD OF ROOF wcM1UTIDN AND SUBJECT TO LOGS! JURISDICnON. PER (150TH OF THE :LOOK AREA, `v Apr 26. 20 i 0 V U - .. UIU pg�/ Q) 12 28 BUSINESS s I AND AN 18 4" NINNNM CRAWL t' ■ SPACE ACCESS. SRE W DULL 7� BY �- < As noted - Georgl engineer seal OTHERS SUBJECT TO LOCAL - rri I 1 J 1 JURISDICTION F 5 RVICTION I <E . . .... !OES AN applies to structural portions only. I � ELEVATIONS i i r € #I ,. 4.____ WD WAIL O la FLOaT JOIST � - EX11DI0R so-Emu i < R DR 9DEWALL I L ' _ '- i 7- .... ,r STRAP 4 i+ .a I '' - ` WIELD TO BGncY -_ . I . / I ` $ _ FRAME TIE -OONN smAR MAD - -/ EE, TIE Dow+ STRAP - #7•4711 V * � GROIaD A NCHOR Ai ; As' ! y Ixxo�nB z ANOHoas� uwulE.: '` i V o.c. MN. (T11 -•- (TIN. EM]I IMwut_) .,I « �. FINISH m TI GRAB + —� (, �� q � 'o, L'—,�I GROUND ANCHOR } ('c GROUND ANCHOR I I i '�I- / GAM. ANCRDR FOOTINGS MUST MEND i FOOTINGS mow FROST 050 1 BmOW FROST Axe — ' ENDWALL TIE DOWN DETAIL c'cr•T1Q1 1 ' *,,, i SECTION X -X * 1V ? o_4- ;undo ' ®n ' A Ian s Provrc Sepe 1 28' -O" ■ NOTE: I THIS FOUNDATION PENH IS PROVIDES PROVIDES FOR REFERENCE AS A • TYPICAL STANDARD. ACTUAL FOUNDATION CONDITIONS MUST • - I BE EVALUATED FOR APPLICABILITY B 1105 PLAN IS TO BE ATE 0 I USED. ALTERNATE BY ' OTHERS ,0 ACCORDANCE 5 1 MAIN T55 HE REQUIREMENTS E S BlAT B 05 GP (F DI TINE --�tl DRISOCIN]N HAYING AUTHORITY. �+ I 1 —o- % � i i t iH I' `J I FOUNDATION NOTES: I. ALL POI .0 TICK CONSTRUCT.. 040 ARR0 INSTALLATION 91AL`. RE IN i <'~ 1 I ACCORDANCE MATH ALL APPLICABLE STATE AND LOCAL 000E. i PIER TYPE A', DE-Do. 0 0050 TO B T .035 S• „PE-, auDE T T COATED OG cOAT I TYPICAL UNDER O D BEAMS HITCH END STEEL STRAPPING BY A A . TIE G WEER # OR IIn R ARCE5 As UNLESS OTHERN9 5�.� EEO CWYFOW 5515 00 50 ANG WITH AS0 woman. 9t. TIE DOWN WN STRAPS RAPS AD CONNECTING HARDWARE SHALL HAVE NSW MINIMUM UM wn. CAPACItt. I A S EACH GROUND ANMOR SHALL HAVE A wQdONG CAPACITY NO LESS THAN THE I ! I 1 SUM OF THE REWIRED WORKING C A P A C T E S O F TIE DOW STRAPS CONNECT ( �+--+ I 0 I I , I .01 I I M I ro AWFACI 2410 00 THE cROOm AxOHDR. CATI0 ANO N5. xSW OF GRDIwO OF 0 0P w01 SxAU. ITE OF 50 ER 1D B AS S w AcarD 10nB 5NM. wTx SIA c *. < i A I SHO YA I NUMBER ANO d AMEIER Cf' 1 5. , PEOFlFD BY THE B GROUND ANCHOR MANI 540000 5 FEB THE ACTUAL TYRE 5.05 050 n F THE f - _ -- r - - . - OR PULLOUT CAPACITIES OF GROUND ANCHORS ORS ARE BELOW THE SSm M 00550 D S NALUES. TAO ARCIIEQ/ENGINEER MUST B CONS hn Fa, AP ammASE '[ '� I I _ n 1` 1 .� ANCHORAGE DESIGN , A. FIRST THE YE -TOYM STRAP FROM ENOWALLS SHALL NOT Exmo n 1.-.' i 3 T j GROUND ANCHOR S ALL PIERS MALL se CONSTRUCTED OF CONCRETE MASONRY URNS CONFORMING _. , 2 T O - 2� [7E —ID' �. 7' - D' ,4' -10' AT EACH CORNER CONFORMING TO ASrM COD MASONRY UNITS ALL BE LINO IN TYPE M OR 5 MORTAR OR 00.550 'MTH SURFACE BOLDING 000ENT INSTALLED w AcdmANCE ; ',,'^ 3150# CAPACTY WITH ITS 000x5. no FOOTINGS SHALL B AS DESCRIBED ABove. 1 N. 5. M N6HUY m000515 FDOi9HG COMPRESSIVE STRFN(.0 2500 PS AT ve DAYS. N, it DC -V Z j 7. ALL RE NFU GDID OM VT OARS SHALL COMPLY WITH AS154 A5TH. GRAD=_ 50. ' > v Apr 2O Lu ti .� 00000RLD1ENi BAPS MALL. MALL. BE EQUALLY SPACED AND PLACED YS7 4 NC C � F �YEY /� i^ w • FPRAc MON 000004 MO SIDES OF THE FOOTING. I " .... , • l NADER • =, 1.1-3. 3 S? a� , OF 5 FOP SAWING D'94N LOADS. i 58665 GL?!' - 0 7 Y .� ;T, i (bSHEDH. IN. .✓ 9 9EAM SUPPORT PIERS MAY BE INSTALLED LATERALLY (90 FROM THE 574 34 OPoENTUTOO RITES 00 T HE FOUNDATION PLAT). CEHIERUNE c+ EACH PIED I• cOr CAP STWAO CONSULT ONLY - OPTI /rtl • 0011 BE L 091 000 0< Y 51 05 THE H 05 2 0 CEIITERDNE �. TYPICAL i 61STi I "` DIAMOND BUILDERS INC. :0. BEARING BARN. CAPACITY SHOWN W THIS PLAN THE ASSUMED. IF DIE ACTUAL H E { SI C ,5 0 0 10 PE' \ I P BLS 13W ARSON DR. { C ONSUTED FOR REWIRED ALiEW(A F OUNDATIO N DESIGN. FOOTINGS NGS SHAL 1 d 1oE 90m G I PLACED DI NW YPANSN S ONLY. I FOUNDATION DIMENSiONj + I OR ! Nc.P =oso3sp �"° ':y ° "� �aO: PIER ON 1420 sroE of ALL EXTmiOR DOOR woONGS I t 1 CON i ( PROF TONAL - u: Tram Pam: 54 D. INSTALL (MANUFACIUI✓:R'S RECOMMENDATION ONLY MIEN NOT .10.0 T l,� NWULE p PoER Tl ( T sTF£ 6ENt ■ ( 1 DALE d- 2(> - yI% ( . Fla.. ST. U t✓ ` TAMPA. FLOPoDA 23634 SIGHT AWUSTIENT MAY BE REOIREO TO INSURE OPENAESI Y AFTER f WIDTH MODIRE EDGE SPACING 3 / ` i� scAtE : TUTS e1S-245-0370 t I INSTALLATION OF BUILDING LS COMPLE'R' ri-' • ` - ?B - zt6' 1 !� REVISOR- BY: PIER L t2 ME AREA 020104 ARID FOREIGN MAIDFOOTINGS AND FOIMDAnRNS SHALE. HAVE ALL 5EGETAT CONSTRUCTION. S tt' -B T3 1 /4' 95 T/3' { I I A O R 1 1 O` p L� - Lpyp RA9C0. 50, 1 I N. T. I NYPS, ROOM REMOVE, TO rime CONSTRUCTION. M PAii WAWA 5dL i i hi \ , - 1 1., THE F'WNOAIIdH BUOLS He 01055 ARE rHOwNU. AN 5,0.4.4 ACC IN MWUL< wm1H ' j D gACING BEARING c Am, I c Fi.,w ue �cnaN F 55" 1 StOUm B E 0051 0 CTWE To NOFANC FAwAHSON, SE 000 UFAC TDIERA 0 OF 11.E s EMC. THE )a ' D, I,I DB14381 12 x 28 BUSINESS V damAl 0 0ONm0OR MATH THE MAN 0JTN l , MODULES PROS TO CONSTRUCTION OF THE WNW.. TO DETERMINE THE AMOUNT f s -5 2E00 PSF ; PIER A As noted George engineer seal y _ DsTwATON. 14 OF OF 0000500 MOTH TO BE ADDED TD THE WAIN. oMdSWS SHOWN TIED,£ i w_ i 0000 ,:,4,4 a pplies to s.ruE.Uri portions only. _ FOUNDATION PLAN � MANxAr0 I GENERAL. CROSS— SECTION NOTES: t , . uNLms OTHOL DI SPEOFlm. ALL St CO . . MUST MP_Y W/ ASAP A36. t I T I woo STLOT a 36 KS. ) ( APPROVE tRUSS .DESIGN. t 1 % I ✓ 1 f y LAP STRO S MUST COMPLY W/ ANS/ 0.9.1E 81621 F.,,, 60 1(9 wow., , J (t i J 1 x NDADON PLAN FoR P3R A•e r= -DOWN s RAPPNO C.^.ok.a, T9 S MANUFACTURER: UNIVERSAL } I 1 I oFNENTADws AND svEOnun+s 5 )05201 1 I I TRUSS DRA'MNG # L I ! ( [{( 1 4 1 L `- 510EWA1L STAGGER JOINTS 48 D.C. 7/16" 058 SHEATHING TO DE FASTENED TO TRUSSES W/ 8D NAILS O 6' D.C. ON to SQUARE FEET NET FREE AREA OF ATTIC VENTILATION EtA+cS AND 12' O.C. IN FIELD TO RE PROVIDED BY GABLE AND OR ROOF VENTS LJSTED TRUSSES o 24' O.C. ROOF SHEATHING DETAIL S MECHANICAL NOTES AND FLOOR PLAN % EE 1 FOR CEILING DUCT SPECTFlOARONS /; RIM MEMBER. 2X SYPF2 MINIMUM 1 I ROOF COVERING OVER 7/16' OM % EDP SHEATHING. MINIMUM . -1. 24/16 - SEE ROOF A E STATE DESIGN `- SHEATHING DETAIL P ACKAC< oR ROOF ROOF JA TO W \ TO WALL R \ FASTENING 26 GA. X 1 -102' STEEL STRAP FROM EACH 45 ._, i EXFrT60R WALL FINISH TRUSS TO WALL STUD FASTENED W/ •\ / I • • I ..— EXTERIOR WALL STRUCTURAL BRACING (8) 15 CA X 1" STAPLES PER STRAP ENO (TYPICAL SIDS . \ DOLING INTERIOR FINISH R -3D INSULATION —1 SIDEWAILS _ BRACING INSTTION. NOTE:. TRUSSES WHICH DO NOT FALL 571100 W/ KRAFiBACX ! STRUCTURAL WIDIH SHEET SHALL FXTENOINC CONTINUOUSLY FROM DIRECTLY OVER WALL 571100 SH 05 ALL BE Y i — DBL. TOP PLATE 204 SYPg2 STRAPPED ID TOP PLATE AND TOP PLATE f SHALL BE STRAPPED TO NEAREST ADJACENT j 100 TO BOTTOM PLATE W/ ALL SHEATHING EDGES aT �-a; EXCEED STUD W/ EQUIVALENT VALENT FASTENING S 1 EXTENDING 3/4' MINIMUM OVER 2' NOMINAL LUMBER j � •. OF THE SAME SIZE AND GRADE AS EXTERIOR WALL V iii • FRAMING BRACING SHALL BE CONTINUOUS CRIPPLE STUDS 2X4 56P12 O 16' O.G. --, I 'u'RTERICR WALL SUDS 1 i ALONG SIDE OF BUILDING �.• 224 SIP,42 O 16 S.C. J 4 I BRACING MATERIAL ° (2) 2w4 STP#2 / _ 7/16' 058 SHEATHING FASTCIMED W/ 16 SILL PLATE 2X4 510$2 TYPICAL WINDOW. MODULE ai GA X 17. 1 -1/4" STAPLES D.C. ON EDGES AND 6' HEIGHT UM1T SEE FL PLAN _ D.C. IN TINE ERIA Oft FA THE SAME STED AS CRIPPLE 51505 204 51P�2 O 18" O.C. FOR SPECIFlCARONS G ° BRACING M AND FASTENING METHOD AS ( • y SPECIFIED FOR OR EN FNDWALLS ` • 5/8' T&G PLYWOOD SNRD- t- FLOOR, I R -13 INSULATION \ 55 ENDWALLS BRACING INSTALLATION, • EDP. -1. 20 O.C. 5 PLY 47 -3/ ( WIDE UNTS) W/ KRAFTBACK f STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS PERPENDICULAR 7D JOIST FROM TOP TRUSS TOP CHORD TO 3/4' MINIMUM { �t L T $ G 46' O.C. ROUT O-r EX --- BELOW TOP O' RIM JOSE W/ ALL SHEATHING EDGES [� «t { i FLOOR SHEATHING SUPPORTED BY 2 NOMINAL LUMBER F THE SAME C, ^`/ BOTTOM PLATE 224 SYRj3 \\ I S7E AND GRADE AS EXTERIOR WALL FRAMING BRACING \ \ 96-1 /2' fi ?. WIDE UNITS) I I BRACING 058 SHEATHING, 26 GA. X 1 -tJY STEEL STRAP FROM I ' WALL STUD TO FLOOR JOIST 0 OPENING 48' (TY P. I w, I ti J /16' 0513 SHEATHING, c"�. -i, FASTENED W /8d STUDS AND 16' O.C. W/ (e) 15 GA COMMON OR DALY. BOX NAILS 4' D.C. EDGES AND fi' ' STAPLES PE2 STRAP END 1� i 1 . T & G i NT O.C. IN THE FlFlD. (TYPICAL SIDEWALES & ENDWALS) �!, (2) 5/16 3' LAG SCREWS THROUGH - . - FLANGE INTO JOIST O EACH OUTRIGOD.T I t t i/ i t I it IN ADDITION. INSTALL (I) 5/16'0 3" LAG - 1` ••\ • SCREW W/ FLANGE SIP FROM 1 - S BEAM . TO EACH FLOOR JOIST \ • \ \ — RIM JOIST 201 SW$2 1710.) _ \ ,- - 005 FLOOR JOISTS 226 51 0 16' O.C. OUTRIGGERS AND CROSSMENBERS 4" COIL. \ R -1^_ INSULATION SPACED RAM DESI01t PACKAGE I - -SILL PLATE (TYP.) i I HI �-I TYPICAL 1 -BEAM L�H -BEAM - M1 0c8.6 PIER i -�T 1 MAW TOMASBL P.E. 1 1 586E5 GLENRIVER DRIVE GOSHEN, IN. 46528 514 -37D -3418 I c4-- t OST ,„ .0 DIAMOND BUILDERS INC. 0 o. 903 2210 0 1HW E POSO C L � PP G. . l� COGIA 31524 11 O. 384-4090 i f No. PE030356 j PROF S10NAL DATE • - 25 - 10 I THIRD PAR'. RA CRENSHAW ST, 1 6466 y„T ) � - Y ) SCALE TAMP0. FLORIDA 31634 &B 813- 20.1 -03]0 j EXTERIOR FINISH MATERIAL: 1 a Z ? ALINE` CODS: NOTES I REVS INTERIOR FINIS„ MATERIAL: Q O A ! gS BE ! C Apr 2fi, 2010 p F R TOE AB2 RADCD. GA j 1 N.+. 1 ROti - 4S MIL 61ACK ROSSER ROOF COS.. IOW INSIAU. PER i 4RINC - t NNOt MW .00.01 GYPS. BOO. CST.. RR MMNFACNitDt'S E r � MAFRIFAC0WSER _106041005 01T.It t/4' OSNmEDU (CUi� 50011 E@1CATKWS W FLOCS f1W5H) L SHEET. i i --MP AS 1021112 ON "°°R PW:-- 04 DBI4-381 12 x 28 BUSINESS 1 W.. - 6/19 MO RISO -PANEL (STUCCO LOOM OVER APPRO. MOSRRNE BNB0ER1 ! PAL'. - 11r G1PAN 90A 61 OAS, D) 1111.2 .0111 { < ^ I Y 6E USED AS A BRAGMG MATERIAL FASTeI SgNG P� T — OAP m uwoL1 LARGE ROD' (FULL HEIGHT)-- I As noted - Georgia engineer seal DESDNABON: 5 5 1 SPEONOO .B P1EN 0004E DUE 3/e 9101 APIA RA TES SONG 9111005. 1 1 FLOOR - AS NOT. ON PLAN I AppLieS i0 strUCtIrai OrtIOns only CROSS SECTION I D i I SAVANNAH 1 O [' 1117 pc', RECIVED , I I 0 NE I ' F L 01SU r(` I V y �� N I s c , a W M lir � PrC ' ( q 10 xo LAUREL AVENUE „' P,-, / B LOT 0 ° H N I x m \PTO / IOCK 10, GARDEN W ARD >•4 m �, o mm PIN: q q Kp 38 KCOHEL ! 001 1) d I .. .T0 \MP =TC P _PTC S HIGHWgy 80 U. _PTC 1 ' AI' N 24'PN- ), � !- S 7g' �F -Pr • ,. , lai \� 0,�9 -� -pTC / BLOCK 1p OT 3 ^ ►�1 ��P. -Y� -•-�6 cMF _Prc of R DEN W ARP I �0 _ 1�'1•.•. ❖ . ❖1.1�3•G�1•P.- a. PTC Plry ANa . KILL 1 3 ' I I 4 ••--• ��1� � • �. • � -•-.:.:•. �� . -14 14•••• -••••:•• ' =- •_ C _ _ PTC � �001q / 1 5 • - I 00 I •• ••. ! � • ! •• • • 000",....4.00,...0 •••••!•• !14_ �xa P x 1�1 • 1 J -.. 4 y "x -•-= -� -PrG VICINITY sc EP ii I (' ''' -. �� .�a�=�- :.�=��- � _ . y �° , y ' Prc ' P N �ry ti ^0 i 9 t O R' 441 20:40:* .0 • • • : ry } 0 20'PN g .�1�'�.y X CM�O°' =TC - _ D ° co / 241 may \ 6 ,- �= w y�.��,o a LEGEND w � '1 I y6y .00 \ 6. LOT a 5 � •� •�•�•�• SS SANITARY SEWER UNE T/) �� ,7) _ w .' BL O , 11 6 • ...•�•i•.•.•.•�.'� a PROPERTY UNE '•'• PA o 0 • 10 & 6 .. 1 1 1 1 1�Y PTC OVERHEAD POWER, TEL CABLE 3 • •••C•••� -• 9► �• \ '' GRAV G ERA G A RDEN 12 �.1. . . .•.•S•.� '.‘b:. '1h I M1 1 .. 11�• ., ♦ 22 L0 0 0. PAVING P IN: LD L s WARD 4 1 1 1 1 1 1 1 1 b. ;' 0O �' 'J . • 1► • .�. . �` 4, CHAN . • .. • • • . • •'TI . GUY WIRE .. 1 . • .. 1�• J • ( 1' 0.71 26 _ 021 ... • 1 • •••••,,40.04 V Z W S I � 1•.•0•. • • . • • N . 4 . .i a " 1 aGt • � .. 1 .. 1 1 1 • ' CV a ® CONCRETE PAVEMENT J500 • . 1 1 • . 1 // 1 ® WOOD DECK • • • 14 11 • ! • • • ❖• ❖0 ❖1 \ 9 . \ SF 1 . ❖1 .1 • . 1 . • 1 .1 • e- S Eaaa BRICK �o '� 11...11. v1.1• \ 66 ;II!II!IIIIIIIIJ EZCZI GEO WtB 0 Iy6 • ' o pp POWER POLE a ❖ • ❖ '� a • M4.2 SSMH SANITARY SEWER MANHOLE W x iiiiiiilligi* I # #k -••••••/ 1 I 1 ► ► ► ► ►11 ► 1 1 ► ► • ►I�I�I • 'Y 0 0 ti® •••• ••••••••••❖1 o J Y 2 W Wv WATER VALVE -4 / 01,44 i R w #I �i'r �ooio 11 1111�11� �1111�1111 ►�1 ►111► e� , L ryb % %oiiiii .. :ONO s o o w - a "2 RBF CONC. MONUMENT FOUND P / ! 11 1 .111 . 1# #q # #.1. 1 1 11 1 1 � 1 1 1► 1 A 1 1 1 1 140 ►1► '� j� ► 1 / Dry 0 • 0=, 00000 .: G a ' cow ! o o e • 1 1 • #, #$*1 1 1 I 111 I I 1 III1 II I I I I ► 01 I CO CRET E ■` I 5 ''5' •11.11•••••• 11•!•1. 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"'I'o •.•.•. ❖ • 11- 1 -. ❖.•.•11.11.11.11.11• -11 .411000.204 ••.0 0 • •�40 * * ••• 11 _ . _ I RECORDED IN: • _/,.: \ 4414414:0141010:01141010‘1.41. • • 0000 •,•.q ••�•J•0•�•:•�•�•i••�•P1- oh / 440104040P0,0 As PLAT BK. CNN o •\l' /Y CK •11�- .� =�= =:0 410W40.:00400004,000•00,00,0000,000 _ 11. :.11.11..11 1111111111 11 11 0• . � / : 0 9 . .•.11.•.� PAGE _ DATE :� C A - T5 0.00 ' F B - - �.�. • � •^-1/44!"46 11 � �� 1• • 0 • • • •••••. ' / �:•��.1111�,1•.1 ► • •1111 . 11 0 11 1 --Ac `�� 6� y _� \ .�. '�'L A 1 1 4 % . • 4' _ 1.1....1 • _ PTC _ 6 6' \ _ s w4 , 00 0e0 o lil PTC -PT 0 / \ \ _ 1 � • � 11 • • : = : • ∎ y° ,A. I C _PTC -8,, _Prc 00 / _.,,,,,,.,1,,,,.. N7g•5500 ^W. PTC / O • Her - - _ _P rG / 16 - PiC PP I PiC 0 -- -8-___ -PT J A U HI H T 1 O 'AY g0 ------ WAY VARIES - PiC ,L SURVEY NO1F5' I �re -PrG 0, REVISIONS: - PTC 1. PROPERTY ADDRESS: 1115 HIGHWAY 80, TYBEE ISLAND, GA 31328 2. PARCEL IDENTIFICATION NUMBER: 4 -0026 -03 -021 PTC 3. THIS PROPERTY IS CURRENTLY ZONED C -2, HIGHWAY BUSINESS _PTC 4. CURRENT PROPERTY OWNER: GERALD L SCHANTZ 5. THE HORIZONTAL DATUM OF THIS PLAT IS BASED ON NAD 83 6. ALL ELEVATIONS BASED ON MEAN SEA. LEVEL DATUM (NW) 29) 7. PAT IS STRJ O TO ANY AND ALL EASEMENTS, COVENANTS, OR RESTRICTIONS EITHER RECORDED OR UNRECORDED `- / 8. BOUNDARY WAS TAKEN FROM OTHERS AND HAS NOT BEEN PROVEN BY GARDNER SMITH SURVEYORS, LLC 9. BASED ON MY OBSERVATION THIS PROPERTY IS LOCATED IN ZONE AE12, A SPECIAL FLOOD HAZARD AREA AS DETERMINED BY FEDERAL EMERGENCY MANAGEMENT AGENCY (FNMA) FLOOD INSURANCE RATE MAP, COMMUNITY MAP NO. 13051CO213F, BASE FLOOD ELEVATION: FIELD CHECK: JD M.S.L. 12.00 NGVD 88. OFFICE CHECK: MAR AP 10. THE UNDERGROUND WERE UTILITY LOCATIONS SHOWN ONSETS PLAT ARE DRAWN BY DJP APPROXIMOXIMATE TE AND AND WERE YOMPILLD FROM FIELD OBSERVATIONS AND INFORMATION TIME PRONGED BY THE LOCAL UTILITY AUTHORITIES SCALE: 1 " =10' AT THE TIME FIELD WORK WAS PERFORMED 11. EXTENTS OF GEO -WEB PAVNG ARE APPROXIMATE AND BASED UPON DATE: JULY 22, 2010 FIELD OBSERVATION AND PHOTOGRAPHS / ' ` y PROJECT No.: 20100720GS • l J - FILE: 20100720GS.DWG SHEET 1o' 5' 0 10• 20' 1 OF GRAPHIC SCALE 1 CRIMP STRAP )NTH MATELINE A LISTED STRAP CRIMIP EXT ALL ERIOR OR PER MANUFACTURED EIDEWA IXTER@IOR CDNNEC110N• t ME DOWN SIDE Z / STRAPS �■ .,.....,' ii r1 Ng IIIII U . 28' -0" -0 � I - REFERENCE POINT ■ m- _ FRAME PE -DOWN � I II = `oD ■■ STRAP AND GROUND 1.0-K GROUND - ANCH R AT 8' -8 GROUND ■■ TO _ DC �IAx. (TYP.) © TYP. ANCHOR IM / 23' -9" I / 17'-3" / 10' -9" ©„ p FINISH D TE GROUND ( O IF °MODULE BUILDING IS LOCATED OVER A CLASS 1 (ROCK) SURFACE ANCHOR ® ® ® ® ® © ® CROSS M D RIVE ANCHOR D ( M 38 AN %DH) 77E�. INTE A PROUCTS IN OR IF MO ° W E IMUM 4 T HICK 3000 PSI LOCATED O - I r -I SUBSTITUTED ANCHOR —� IF MODULE BUIL0I °TTEE NG IS LOCATED OVER A M INIMUM 9 T r - 1 , r , ' P EQUAL CAN BE ' OVER A CLASS 1 (ROCK) SURFACE CONCRETTEE N SURFACE, A TENSION HEAD - •• M CROSS DRIVE A CH (MD+'38 -XDH) •• W�SLEEyE ANCHOR �MDTHDHLS INUTE MAN PRODUCTS INC, OR AN MINUTE MAN PRODUCTS INC, OR )AN 0 +�` I =� _ ■� I In! g_ ■ I T E g� L p ' SUBSTITUTED EQUAL CAN BE AP AN O }■ F ■ Q I O VER A INIMUM I THIOK ° 300° PSI SUBSTITUTED C BE I - • . � s !OA?. I • •• - yE MME ' r. I C SURFACE, TENSION HEAD L — _ J L _ _ _J I_ _ _ J L _ — J ( MIN S U M ° OR S) AN SECTION y - y SECTION A -A APP EQUA CAN BE SEC Z /� X SIDEWALL PIER LOCATION SUBSTITUTED PIER TYPE 'B' in, .... ... SECTION C -C sIOEWALL PIER LOCATION TYPICAL UNDER ALL I -BEAMS I -BEAM ENO WALL 0 © UNLESS OTHERWISE SPECIFIED STRUCTURAL LOAD LIMITATIONS FLO Ja PIER TYPE 'A' HITCH END �' _ ALL DOORS ot I 0 0 TYPICAL UNDER ,,,, jgk COM A o 1 1 " .1 3°( ��z FLOOR 50 PSF LOAD: .I♦' ' — — — pal CiOT ,. ‘ B \I'I \Di � B. 2000 LB. CONCENTRATED LOAD OVER 30 INCH t— CROSS MEMBER r 7 r - 7 r 7 17 -1 Tho Interne - eo _ V z 30 INCH AREA LOCATED ANYWHERE ON FLOOR ELD CUP EAM BoTT I p' TD t I -B j I p '� I F o` ROOF UVE LOAD; =■ -_o= I o_'i= I� 13 A. 20 PSF ROOF SNOW LOAD: allts TIE DOWN STRAP O I L lilt I • w.,ra„� I I • �' tf An O I r,� 4A "'IITu 4a p _ J L — J L — — J L — J pyMR q pp O pp NOE 2 ° OOU A � h10 R3/ �0 1 . � • �OI�L ®� �IO L ® A. P9 = 20 PSF GROUND SNOW LOAD (TTPU EACH o" " ' r r a r. B. Pf •• 20 PSF FLAT ROOF SNOW LOAD C. Ca = 1.2 SNOW EXPOSURE FACTOR GROUND ANCHOR D. Is 1.0 SNOW IMPORTANCE FACTOR GROUND ANCHOR O � t AT EACH CORNER E. Ct = 1 . 1 ° sNoW THERMAL FACTOR F Ioou N IS LOCATED FRAME TIE -DOWN n 1 1' -10" 7' -6" 4' -10' 3150# CAPACITY A N D 30 LOAD: WIND SPED IF T NO . DULE BUILDING IS LOCATED OVER A MINIMUM 4 THICK 3000 PSI � • 1 ♦ i "°7R'\ / / / OVER A CLASS 1 (ROCK) SURFACE CONCRETE SURFACE, ,A T ENSION HEAD STRAP AN GR OU N D lood hazard zone A. BFE ,lLLL.. t/(f� B. Ip = 1.0 WIND IMPORTANCE FACTOR CROSS DRIVE ANCHOR @4Dy�38 -XDH) A //SLEEVE ANCHOR (MD�tTHDHLS) ANCHOR TYP INUTE MAN PRAS INC , OR AN AP MAN D U CAS OR AN r finishes, walls designed C. C WIND EXPOSURE CATEGORY SUBSOVED EQUAL CAN BE AP PROVED EAL CAN N BE E N interior D. GCpi= 0.18 INTERNAL PRESSURE COEFFICIENT SUBSTITUTED SECTION Z -Z to allow entry and exit of water, no Special Food Hazard Zones E. PA: ZONE 4: 35.2 PSF ENDWALL TIEDOWN DETAIL mechanical Qquipment. Only parking, Finished elevation 1 f ZONE 5: 48.0 PSF fiche"' tli.� 'rl° e�n 1 ��t Pr. ZONE 1: 34.8 PSF � ,, ZONE 2: 55.2 PSF limited storage and building access minimum s _!o\fm�'0 No interior ZONE 3 92.9 PSF below BFE. L1 i( ;3 ishe , wails designed � } C.O y^"ill® F. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE $ CONC. FILLED OTC. FILLED F OUNDATION DIMENSIONS UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 * / #5 VERTICAL �r / #5 VERTICAL 'T r r � e 7 y FEET IN HEIGHT. BAR AS SHOWN BAR AS SHOWN GfLI" OJ �� nO 1�011inlO�l A MOD ULE p PI TO STE BEAM FOUNDATION NOTES: o m CATTY CORNER 11[411C 11[411C CATTY CORNER EACH CELL ; j p ,�merl9 MOD ULE EDGE WID 8 SPACING cu,t Only, parking, limited storage SEISMIC LOAD: � EACH CELL 1. ALL FOUNDATION CONSTRUCTION, MATERIALS, AND INSTALLATION SHALL BE IN ii 4" CONC CAP 4" CONC CAP and and lllif� ii 22'-1/4" A. I SEISMIC USE GROUP 95 1/2" • B. D SITE CLASS ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES. I� � ��+�+ B -- � TYPICAL __ TYPICAL C. 1K SEISMIC FORCE RESISTING SYSTEM. 2. TIE -DOWN STRAPS TO BE 1 -1/4 "x .035" TYPE -1, FINISH B, GRADE 1 ZINC COATED � 9 D. C SEISMIC DESIGN CATEGORY r� r D MAXIMUM PIER FLOOR MINIMUM SOIL E. SIMPLIFIED ANALYSIS PROCEDURE STEEL STRAPPING CERTIFIED BY A REGISTERED ENGINEER OR ARCHITECT AS .r ■ r CONFORMING WITH ASTM D3953 -91. TIE DOWN STRAPS AND CONNECTING HARDWARE - � IN I. = SPACING LIVE LOAD BEARING CAPACITY F. Us ■ 5.49 SPECTRAL RESPONSE COEFFICIENT G. Sd1 - <.19 SPECTRAL RESPONSE COEFFICIENT SHALL HAVE 3160 MINIMUM WORKING CAPACITY, H. V = 760 LB DESIGN BASE SHEAR 3. EACH GROUND ANCHOR SHALL HAVE A WORKING CAPACITY NO LESS THAN THE OO • 9' -4" 2000 PSF r 1V✓ 1• *- ♦ e)O C t Or"' 41 • 50 PSF I. R = 6.6 RESPONSE MODIFICATION COEFFICIENT SUM OF THE REQUIRED WORKING CAPACITIES OF ALL TIE DOWN STRAPS CONNECTED 4 ". . CONC. FILLED 9' -4" 3000 PSF TO THE GROUND ANCHOR, AND SHALL BE INSTALLED IN ACCORDANCE WITH THE ° r _ CELL (TYP.) r FLOOD LOAD: MANUFACTURER'S SPECIFICATIONS. DESIGN OF GROUND ANCHOR, INCLUDING SHAFT L = 2 # BAR �� 2p� { . , — C HECK OUTRIGGER AND -BEAM SPACING PRIOR THIS BUILDING IS NOT DESIGNED TO BE LOCATED IN A LENGTH, NUMBER AND DIAMETER OF HELIXES, ETC, TO BE AS SPECIFIED BY THE 9 _ � TO THE PLAGNG OF PIERS AND GROUND ANCHORS FLOOD HAZARD AREA. GROUND ANCHOR MANUFACTURER FOR THE ACTUAL SOIL TYPE ENCOUNTERED. IF THE #5 BAR � ��E , V M S . HOLDING OR PULLOUT CAPACITIES OF GROUND ANCHORS ARE BELOW THE ASSUMED Cam DESIGN VALUES, THE ARCHITECT/ENGINEER MUST BE CONSULTED FOR AN ALTERNATE ANCHORAGE DESIGN. II • 3' -D' x 3' -0" x 24' 1' -8" x 1' -0" x 12" �/� � (MUM , w. 1 4. THE FIRST TIE -DOWN STRAP FROM ENDWALLS SHALL NOT EXCEED 1/2 THE 4 V' • •. � DEEP FOOTER W /(5) DEEP FOOTER W/(2) `�� CODE SUMMARY: MAXIMUM SPACING INDICATED. .a , a 4 4- • e• . #5 BARS # BARS S INSTALL BLOCK PIER ON EACH SIDE OF ALL EXTERIOR DOOR OPENINGS. STATE BUILDING ELECTRICAL MECHANICAL PLUMBING ACCESSIBILTY ENERGY CODE (MANUFACTURER'S RECOMMENDATION ONLY - OPTIONAL WHEN NOT SHOWN) SLIGHT ADJUSTMENT MAY BE REQUIRED TO INSURE OPENABILITY AFTER INSTALLATION OF BUILDING IS COMPLETE. GEORGIA 2006 IBC W/07, 09 2008 NEC W/ 2008 INC W/07,08 2006 In W/07 CHAPTER 120 - - 2006 IECC W /O8 SECTION SECTION 2010 GA. AMEND. 2009 GA, AMEND. 2010 GA. AMEND. O8, 09 AND 09 GA. AMENDS. B. MINIMUM CONCRETE FOOTING COMPRESSIVE STRENGTH 2,500 PSI AT 28 DAYS. CHAPTER 120 - - 2010 GA. AMEND. 7, ALL REINFORCEMENT BARS SHALL COMPLY WITH ASTM ARID, GRADE 60, coNc. FILLED REINFORCEMENT BARS SHALL BE EQUALLY SPACED AND PLACED 111TH 3' W / #5 VERTICAL ONO. FILLED CLEARANCE FROM BOTTOM AND SIDES OF THE FOOTING. r — BAR AS SHOWN W / # VERTICAL CATTY CORNER BAR AS SHOWN JOHN A. BODZIAK WILLIAMS SCOTSMAN a ALL PIERS SHALL BE CAPPED 111TH 2x8 SYP PRESSURE TREATED SILL PLATES, EACH CELL (OUTSIDE OF DOOR) e1e �� Pa FULL LENGTH OF PIER, �1I♦��11I1� I ^' Q A I 9. -BEAM SUPPORT PIERS MAY BE INSTALLED LATERALLY (90• FROM THE M111111: ARCHITECTURE, DESIGN AND CON MANAGEMENT 2700 LOUSIVILLE ROAD SAVANNAH GA. 31415 GEORGIA REGISTRATION NO. RA010759 ORIENTATION SHOWN ON THE FOUNDATION PLAN), CENTERLINE OF EACH PIER I i� I =�= EMAIL: Jack0 bodzlak.com PHONE: (912) 964 - 7777 MUST BE LOCATED DIRECTLY BELOW THE I -BEAM CENTERLINE. �� 2629 CENTRAL AVENUE i -- � ST. PETERSBURG, FLORIDA 33713 10. SOIL BEARING CAPACITY SHOWN N THIS PLAN IS ASSUMED. IF THE ACTUAL SOIL CONC. FILLED TEL: 727 327 -1966 FAX: 72. 866 -5119 DATE: 5 - - BEARING CAPACITY IS LESS THAN 2,000 PSF, THE ARCHITECT/ENGINEER MUST BE CELL (TYP.) _ 3' � � I - 0" x 3' - 0" x 24' - ® ( ) ( '' QUALITY CONSULTED FOR REQUIRED ALTERNATE FOUNDATION DESIGN. FOOTINGS SHALL BE Erm mr DEEP FOOTER W /(5) 1111111 1 ' - % 1' -O° x 12 PLACED ON NON - EXPANSIVE SOILS ONLY. #5 BARS DEEP FOOTER W /(2) APPROVALS SCALE : NO SCALE #5 BARS , 11, THE OWNER AND CONTRACTOR SHALL HOLD HARMLESS THE ENGINEER /ARCHITECT — — — — n A D CODES SEE NOTE REVISIONS BY: FROM AND AGAINST ALL LIABILITY CLAIMS, DAMAGES, LOSSES AND EXPENSES, PLAN PLAN ' , INSPECTION J.A.B. INCLUDING LEAGAL FEES ARISING OUT OF OR RESULTING FROM ERRORS OR OMISSIONS ,� b / STATES: FL. IN THE ENGINEERS /ARCHITECTS DRA TUGS AND THE EFORMANCE OF THE WORK BY 12 x 28 BUSINESS SHEET ME THE CONTRACTOR, ALL WORK AND MATERIAL SHALL MEET THE REQUIRMENTS OF ALL �/ � /� LOCAL AND STATE BUILDING CODES SPECIFICATIONS. PIER 'TYPE E 'B' PIER TYPE r A � 1233 KEENE ROAD DUNEDIN, FLORIDA 12. THIS FOUNDATION PLAN IS DESIGNED AND APPROVED PER ASCE 7 -05 TEL: (727) 733 -3614 DESTINATION: QAI NO. 1 OF 1 FAX: (727) 953 -3110 FOUNDATION PLAN TYBEE ISLAND WS100148 I NIXIE U C ' TYBEE ISL D Cs E RALD S a t E— (]y N — < < U N cf) 1-1 NEW PORCH ° q N o zm w C av U) 5 N < v - o to z . I z W � U I BUILDING CODES I I GENERAL NOTES Q a< L� Zz O- THE CONTRACT DOCUMENTS INDICATE THE INTENDED OCCUPANCY AND USE OF THE THESE DWGS REPRESENT FIELD MEASUREMEN AND DO NOT FULLY REFLECT EXISTI CONDIT IONS. . c7a° z BUILDING AND SYSTEMS. THE PROJECT AS A WHOLE AND ITS ELEMENTS SHALL COMPLY GENERAL CONTRACTOR SHALL VERIFY ALL ELEVATIONS, DIMENSIONS AND LOCATIONS OF EXISTING WITH ALL REGULATIONS AS REQUIRED, INCLUDING ALL LOCAL, STATE AND FEDERAL AND FEATURES BEFORE STARTING WORK OR ORDERING MATERIALS, NOTIFY ARCHITECT OF ANY DISCREPANCIES. OTHER APPICABLE CODES, (MORE RECENT OR STRINGENT EDITIONS OR AMENDMENTS ,-1L, 0. zn D. SHALL HAVE PRECEDENCE). CONTRACTOR SHALL NOTIFY ARCHITECT OF NON — COMPLIANT CONTRACTOR SHALL COMPLETE WORK IN ACCORDANCE WITH BUILDING CODE, INDUSTRY AND MANUFACTURER'S (� a, a w ) WRITTEN REQUIREMENTS. FINISH WORK TO BE COMPLETED IN A PROFESSIONAL, WORKMANLIKE MANNER. °° DESIGN, , OR QUESTIONS OF COMPLIANCE, PRIOR TO START OF WORK. FOR MORE w u), �° INFORMATION ON APPLICABLE CODES CONTACT LOCAL AUTHORITY HAVING JURISDICTION CONTRACTOR SHALL REMOVE FROM SITE AND DISCARD ALL CONSTRUCTION DEBRIS AT APPROVED E' a—w z °LL AND GEORGIA DEPT OF COMMUNITY AFFAIRS, (404) 679 -3121, WWW.DCA.STATE.GA.US. DISPOSAL SITE. O � _ 0 <z� L.I et LIFE SAFETY CODE, 2000 OCOG, TITLE 30, HC ACCESSIBILITY CONTRACTOR SHALL LIMIT USE OF PREMISES TO THE WORK INDICATED OR INFERRED. Xa< jzC xw - °° INTERNATIONAL BUILDING CODE, 2006 OCOG, TITLE 8, STANDARD CODES CONTRACTOR SHALL ENSURE SAFE PASSAGE OF PERSONS AROUND AREA OF CONSTRUCTION. PROVIDE a Z W ADA ACCESSIBILITY GUIDLINES FOR OCOG, TITLE 25, RULES OF THE GA TEMPORARY BARRICADES TO PROTECT • THE GENERAL PUBLIC FROM INJURY DUE TO CONSTRUCTION WORK. '� Na s x= BUILDINGS & FACILITIES STATE FIRE SAFETY COMMISSIONER , ®� <° CHAPTER 120 -3 -20, GEORGIA STATE'S OWNER SHALL PROVIDE FIRE EXTINGUISHERS (TYPE, CAPACITY AND QUANTITY) AS REQUIRED BY BUILDING AND t � ` ` ! e - ACCESSIBILITY CODE FOR BUILDINGS (COORDINATE ) ,- � A jz� LIFE SAFETY CODES COORDINATE WITH FIRE MARSHALL). oZ� AND FACILITIES � � . ■: � I. CONTRACTOR SHALL COORDINATE CONSTRUCTION OF , RAMP WITH BUILDING AND SITE LAYOUT. BUILDING DESIGN f l�u,z�=`c> f " 6 o AND CIVIL ENGINEERING BY OTHERS. . $ Roo LO I DENTIFY, STUB —OFF AND DISCONNECT UTILITY SERVICES THAT ARE NOT INDICATED OR INFERRED TO C. - = � `' =` IZPr j I DESIGN CO NTROL I REMAIN. PROVIDE BYPASS CONNECTIONS AS NECESSARY TO MAINTAIN CONTINUITY OF SERVI TO OCCUPIE I = '� °° AREAS OF BUILDINGS. 'CALL BEFORE YOU DIG' 1- 800 - 282 -7411. uz IrZ o THESE "DESIGN NTROL DRAWINGS" ARE LIMITED TO THE DESIGN OF THE HANDICAPPED 0 c ! ACCESSIBLE -RAMP AND STAIRS THAT WILL PROVIDE ACCESS TO THE TOILET /STORAGE CONDUCT CONSTRUCTION OPERATIONS AND DEBRIS REMOVAL TO ENSURE MINIMUM INTERFERENCE WITH ROADS, 0 `, r „.,,„,,, c,..). � j WALKS AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. , ��jc 4. BUILDING (DESIGN BY OTHERS). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE se *, I . = C ONDITION AND CODE COMPLIANCE OF ALL EXISTING AND NEW SYSTEMS, (REFERENCED ° 4 w alAn Approved Se o P lans M a . oz AND NOT REFERENCED HEREIN), CONTRACTOR SHALL COORDINATE STRUCTURAL, CIVIL, Remai on ,lob k ” ° j ELECTRICAL, MECHANICAL & PLUMBING IS ( DESIG N BY OTHERS). Site at All Time ' Io1Q I PROJECT LOCATION I I DIMENSION NOTES E.1 r ! aF-o 08. I I 1m�a DIMENSIONS ARE TO ROUGH FACE OF STUD OR MASONRY WALLS, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL o 3,, 11_, CONFIRM DIMENSIONS IN FIELD AND REPORT CONFLICTS TO ARCHITECT PRIOR TO START OF DEMOLITION/ IRJ S� �� CONSTRUCT N o oo z .., _ o� e p. '� o F Ch atham C ounty, z¢ McKENZIE ST. N' , 1. ANY DIMENSION INDICATED AS "MIN." SHALL MAINTAIN 18" agQ SCA-"" 1�1 NOT BE LtSS THAN THAT INDICATED. 1 CLEAR (TYP AT PULL SIDE) C H -J W °Q° AV 2 AN Y DIMENSION INDICATED AS "MAX." SHALL REVI, w Z �R CODE COPHPLIANCE 0 a NOT BE MORE THAN THAT INDICATED. 0 co a °Z HWY g0 ° 5 3. ANY DIMENSION INDICTED AS " + / —" IS NOT CRITICAL. Every effort .ha$ been made to identify P = - ZOa NOTIFY ARCHITECT IF ACTUAL DIMENSION WILL VARY code violation n oversighty the 0 z E 5 Qv O F WHAT WAS SPECIFIED. ` "' ° x z C c„ z SITE MORE TH 10% re viewer sm all a ` 3,«L' s authority c; o II. ANY DIMENSION INDICATED AS "CLEAR" SHALL to violate, cancel';' alter • _ set aside 8 A �� ._ NOT BE LESS THAN THAT INDICATED WHEN FINISHED. applicable ,±,i? N F . v any applic codes or ordinar.oes The a-wo �' y 5. ANY DIMENSION INDICATED AS "VERIFY" SHALL review anal permitpp, ould r�qt� b construed REVISION / DATE A BY 4, , " ' U 5/7/10 JAC a 3z BE VERIFIED IN FIELD BY CONTRACTOR. IF ACTUAL as a warranty or � t<ar�.nte `e':' Imo c cb D IMENSION DOES NOT MATCH WHAT WAS NO TED, 'L',,1° IJ 4. THEN CONTRACTOR SHALL NOTIFY ARCHITECT. , SHEET NO.: ZZ REF. Ne Reviewed By <w� N ORTH v S � � Date COVER ��o 1 or 4 N , w / I miimO' U 0 ,•,, 0 VJ / ; t i 1l i� ' Giiil w , l1 ,,p,(na } 1 Geo rg+ E - 1 N -,i 0 -,,,,, , ,, , 1 1,n' / / FOOD PREP � w ' / t cy° . � O z m — J 6 Q V1 n-a , '' / / H ANDICAP ACCESS!B!LITY U� o / � ?,I, �� / This structure is requited to meet the provisions of W / Title 30, , Handicapped Persons, O "� a o \ P,'&" z /' / / ° / / / / Official Code of Georgia Annotated a N LI z = _ Q ZQd Zz w \ 8x8 POSTS (BY OTHERS) z z N Ai moo li • n ❑ • < aw; r i v � � / 121:1 pa a t zQ. Wu)r J U U / O FE; a 0 \\ 6'-6" _ p / / L.) r - (n p. U / r^ x Q - W r / ; / 11 - w U amiu \ / A j� >-¢ - / �� / '',11(4) IEz ! .o� STORAGE �/ �� I, W Z VERIFY REQUIRED ELEVATION OF BTM , / 4 L. z OF STAIRS WITH CIVIL ENGINEER / s ° .7 1.1 U a o 8.50' ( +/ —) a ~ > BTM OF STAIRS $ i a. • 1 O ; yti ' t, 0 w IL2„=..2 / // / / ! Y W¢ E / / / (f:'-':C / ■ W 'GUARDRAIL ON ALL SIDES / �-t. 6 W / OF PORCH (4x4 POSTS / `•fib s C % V P , "N a WITH BALUSTERS) tea° 36" MIN CLEAR BETWEEN HANDRAILS / • .F3 AT STAIRS IW 4 I / I-0--¢ 0 I (--- 3 I 3' -8 " o RI J N�o ROUTE FROM BOTTOM OF STAIRS FLUSH TOILETS 1 o qZN AND LIFT TO SIDEWALKS AND ,. / , � a°, z PARKING, SEE CIVIL DRAWINGS L IB 4 —0 1 4.00 � - ELEV OF I::3 N_,- r MIN FIN FL FINISHED FLOOR a c WZA f OF NEW BUILDING ( ELEV / ❑ ❑ U U • ❑ / CIV L BY a co Z Z HANDICAPPED ACCESSIBLE LIFT, P z .Zz SPECIFICATION BY OWNER x z v �aa INTERIOR PIERS - a x _ ° PER FEMA REQUIREMENTS N a x oZZ MINIMUM FOOTING 36 INCHES BY 36 INCHES REVISIO 5/7/10 J Y aWz WIDE BY 20 INCHES THICK. IN Lill- 1 PLAN OE NEW RAMP 0 5 25 FEET BOTTOM OF FOOTING MUST BE A LD NQ MINIMUM 36 INCHES BELOW GRADE. REF. SHEET NO.: )- A1.1 SCALE: 3/ 1 6" = I ' -O" 1 10 NORTH A1.1 QZa 2 y W z 2' O W I- W , G■ I t 7 i ti Jx GENERAL NOTES FOR STAIRS o 1. HANDRAILS SHALL HAVE CROSS SECTION ✓ - n PERIMETER DIMENSION FROM 4" TO 6.25 , j RETURN ALL SIDES O RAILS SHALL NOT ROTATE IN THEIR FITTINGS, w (D 1 1/2" CLEARANCE ON AF RAILS. r.,5(7?' I 1 HANDRAIL TO tl N = W ,) POST 2, HANDRAILS SHALL BE LOCATED ON BOTH t-) w J SIDES OF STAIRS, (36" MIN CLEAR WIDTH Q ° 2" MIN BETWEEN HANDRAILS). O Z r t I 3. HANDRAILS SHALL SUPPORT A UNIFORM LOAD a .. _ OF 50 lbs PER LF IN ANY DIRECTION. HAND o RAILS AND TOPS OF GUARDRAILS SHALL BE C5 '5 C5 ALL WOOD USED TO ABLE TO RESIST A CONCENTRATED LOAD OF < a c CREATE STAIRS AND 200 ibs IN ANY O M n 6 PORCHES SHALL BE GUARDRAIL TO BE SHALL RESIST A 50 DIRECTION. Ib LOAD APPLIED BALUSTERS Q EQUALLY SPACED (5' -O" MAX HORIZONTALLY TO A 1 SF AREA. W 7, q PRESSURE TREATED, ASSEMBLED WITH W ALL METAL HARDWARE TREATED WOOD: H • x SHALL BE AT LEAST `� 4x4 POSTS AND 4 • AlL HANDRAIL EDGES SHALL 8E SMOOTH Q Z a B Q HOT DIPPED 2x2 BALUSTERS AND ROUNDED 1 -1/2" RADIUS. z z z _ GALVANIZED IF NOT iv AS NOTED AT 5. STEEL HARDWARE SHALL BE HOT DIPPED < z a ° L. z � STAINLESS STEEL LEFT GALVANIZED (BEST OPTION: STAINLESS STEEL). Z Q •t, Li D° z�Z :, 'Zr 6. 42" HIGH GUARDRAILS SHALL BE PROVIDED ON P4 Z a 2x2 BALUSTERS, OPEN SIDES OF WALKING SURFACES THAT ARE < d F-' EQUALLY SPACED 30" OR HIGHER ABOVE THE FLOOR BELOW, .4 1., E a a PT 2x_ DECKING PROVIDE BALUSTERS SUCH THAT A 4' SPHERE Q it o • y F u WITH 1 /4" GAPS WILL NOT PASS THRU THE GUARDRAIL r- 2x6 TOP RAIL FOR DRAINAGE W to o ' 7. RISERS SHALL BE UNIFORM 1N HEIGHT E --, a -1 m WITHIN A FLIGHT OF STEPS, 4" HIGH (MIN) F. a i t z o FIN FLOOR _ 7" (MAX). TREADS SHALL BE 11" DEEP MIN U 2 �- - �c — ter - - � �, f N Q W ~ ANCHOR POSTS TO 8. THESE GENERAL NOTES ARE FOR REFERENCE U? En n 4x4 P MIN, r ONLY, CONTRACTOR SHALL CONSULT ALL x w z > < STRUCTURAL DESIGN TOP OF PORCH CODES d a a i BY OTHERS '' DECK SHALL ALIGN STAIRS ANDRAILS. RIOR TO FABRICATING N 0 ° 0 o F DECK STRUCTURE WITH FINISHED AS SPECIFIED BY FLOOR OF THE 9. OPEN RISERS ARE NOT PERMITTED. I N z STRUCTURAL BUILDING + - n ENGINEER 10. OUTDOOR STAIRS AND THEIR APPROACHES bU z R U , F ACCUM ULABE I ON WALKING SURFACES. D OES NOT - I , • ID e r ° z MATCH �� 11. INSIDE HANDRAILS ARE TO BE CONTINUOUS LC z o > 12" ` TREAD DEPTH 1i" ON DOGLEGS AND SWITCHBACKS. - z SEE STRUCTURAL DWGS \ �, Elf v 12. GRIPPING SURFACES SHALL BE CONTINUOUS. / z F OR F RAMING AND•. S _ Ja n 2x_ PT TREADS, WITH — _` FOUNDATION DESIGN 13. ENDS OF HANDRAILS SHALL BE EITHER § 0 f '�- c ! � � W ENGEDGES AND 1" � �— • �' r r WALL OR POST. Z a „ A 1 SAFETY STRIP BY WOOSTER: C) e 17 W 1x_ 'AZEK' RISERS 1110 \ / MODEL SPECTRA TYPE 14. CONTRACTOR TO NOTIFY ARCHITECT PRIOR TO SL ■ FABRICATION IF THESE REQUIREMENTS CAN CB !„ FOCn \ / WP -24, 2" X 3 / 8', I mo ® )1 Z CONTRASTING COLOR PER NOT BE ACHIEVED. - ` �` in 15. ALL STEEL WORK SHALL BE 'ARCHITECTURAL � ( � z ' PT STAIR STRINGER TREADS FINISH', ALL WELDS GROUND SMOOTH � � �w. %R 1 ne 16. TREAD AND RISER DIMENSIONS SHALL BE A "� I = 3 OPTION: BOTTOM UNIFORM BETWEEN TWO FLOORS. VARIATION Q \ ❑ a �� SHALL NOT EXCEED 3/16" BETWEEN ADJACENT TREAD TO BE TREADS & RISERS, 3/8" MAX. IN ANY FLIGHT. - � CONCRETE w ~ ¢ TRIANGLE FORMED BY TREAD, 17. STEEL RAILS SHALL BE GALVANIZED. ALL m 3 3 STEEL SHALL BE PRIMED AND 2 COATS OF FINISH PAINT, COLOR BY OWNER. 0 o a RISER AND GUARDRAIL SHALL cv SET POST IN a PROHIBIT PASSAGE OF 6" SPHERE Z y ° z CONCRETE a 18. STRUCTURAL DESIGN OF STAIRS & FOUNDATION I 4 BY OT 0 �za ■ d 4 4 Q CD CV zz ° oN / a , 0 a PAVERS OR / • ° r a W a SPECTRA TYPE WP -24A, CONCRETE AT ° SAFETY STRIP BY WOOSTER: MODEL F' BOTTOM LANDING W z A CONTRASTING COLOR PER CODE, Z 0 o z a s a d PRESET IN CONCRETE WHILE WET. 0 id p a W N Q • CO A = a O.' a V Q � er Z All G r1 1ructi must comply with z Z �ioT� a So Q Thy Infi�r Bea }dingy Edition and St o (eorgi� x z 0 WFO �,mendmnts a aw° 1 SECTION TI PORCH STAIRS W Z RENSION / DATE _ BY -w- 5/7/10 JAC -INA t A2.1 SCALE: I " = !' -O" 7 (/ J z a Q?> SHEET ND.: �z< A2.1 q U cY za =4 3 OF 4 ,A= THIS IS DRAWING IS THE PROPERTY OF BARNARD ARCHITECTS AND IS NOT TO BE REPRODUCED DR COPIED _ WHOLE OR IN PART ON 1HE ORIGINAL DRAWING ONLY AND MAY BE CHANGED IN PRDrpRTJDN TO THE DIFFERENCE IN SIZE BETWEEN THE PRINT AND THE ORIGINAL, DO NOT SCALE B� ITHOUT TUC PERMISSION OF SAME. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON REQUEST, SCALES STATED HEREON ARE VALID DIMENSIONS FOR PRINTS, PLANS AND DETAILS ARE NOT ALWAYS DRAWN TO SCALE. USE DIMENSIONS GIVEN OR CONSULT THE ARCHITECT FOR CLARIFICATION •fir c.• : .v %�`-8 t - 0 c� I P : tj -W O 0 G! a. w� co t 5 410 DMM2ZMT NO m 'L p� �N f7C�Cxr�1C _DN r� �I ..D" Ri V i i 0< UX �'A N0 S�2 11 to xv� O m ZW O W�-D _ = mx �- O OmZO Q O� o O ; O 1 r D • C)C)VfG> OO 0 0� C Dr+�i -+mIm- - � mC . Cmmtn Ii -1 -I O cm o OO � O -I rr T - 10 � -" vL - 0 -0 C h o ln D OnN tn -p 0 O m 0 O m <D D Dom C _t m z "0< r c) < A Cm m cn=�fO mm / 0m -n ('fir m N � •D D < -Imro -4 C l m D "n --I I = - , -I N 0z A1 0 O O Z > r UI O X m i _. I r'1 4n- .. rn l 0 i' I I I� I _ II r I O rn --I 7)m 42" y 00 m f — m c 0 80" MIN (NOT TO SCALE) K vW tn a3 z = GERALD'S at TYBEE ISLA 0 -� U 113 EAST HIGHWAY 80 0 z v \ * � � �� L. SCOTT BARNARD 8c ASSOCIATES ° •o ° SAVANNAH, GA ,, t "yn Bra 'NA B° � ' ARCH PLAN INTERIORS, LANDSCAPE, HISTORIC • A.) 0' ',� Nr 220 EAST HALL STREET SAVANNAH, GA 31401 (912) 232 - 6173 O , ro + ( PLAN RNAF AIRS , ^ T � �: ' ^ ` \ � �. Q a: . ASSOCIATES: ROBERT J. PORTMAN & JOHN A. CLEGG FOR CONSTRUCTION v U o GE t TYBEE ISLAND x '<i Q N NNEW HANDICAPPED ACCESSIBLE RAMP U o z° w„, on 0M °N BUILDING CODES I I GENERAL NOTES Q zQ n < zz THE C ONTRACT DOCUMENTS INDICATE THE INTENDED OCCUPANCY AND USE OF THE THESE DWGS REPRESENT FIELD MEASUREMENTS AND DO NOT FULLY REFLECT EXISTING CONDITIONS. o a- 2 o BUILDING AND SYSTEMS. THE PROJECT AS A WHOLE AND ITS ELEMENTS SHALL COMPLY GENERAL CONTRACTOR SHALL VERIFY ALL ELEVATIONS, DIMENSIONS AND LOCATIONS OF EXISTING z za4+ z WITH ALL REGULATIONS AS REQUIRED, INCLUDING ALL LOCAL, STATE AND FEDERAL AND FEATURES BEFORE STARTING WORK OR ORDERING MATERIALS, NOTIFY ARCHITECT OF ANY DISCREPANCIES. z0 Q ZD OTHER APPICABLE CODES, MORE RECENT OR STRINGENT EDITIONS OR AMENDMENTS ¢� dm SHALL HAVE PRECEDENCE). CONTRACTOR SHALL NOTIFY ARCHITECT OF NON— COMPLIANT CONTRACTOR SHALL COMPLETE W43"CCORDAN NTH BUILDING CODE, INDUSTRY AND MANUFACTURER'S p a _, w ° mm WRITTEN R EQUIREMENTS. FINISI3 WORK TO BE COMPLE a IN A PROFESSIONAL, WORKMANLIKE MANNER. , � °o DESIGN, OR QUESTIONS OF COMPLIANCE, PRIOR TO START OF WORK. FOR MORE wm r .- INFORMATION ON APPLICABLE CODES CONTACT LOCAL AUTHORITY HAVING JURISDICTION CONTRACTOR SHA REMOVE OM SITE AND DISCARD ALL ' ONSTRUCTION DEBRIS AT APPROVED �' a �w � ° AND GEORGIA DEPT OF COMMUNITY AFFAIRS, (404) 679 -3121, WWW.DCA.STATE.GA.US. DISPOSAL SITE. y ` Q =am a Z� � �� LIFE S AFETY CODE x_ -_: ' SHAL L1MI IS OF PREMISES TO THE WORK ; DICATED OR INFERRED. hQ lo�� , 2000 OCOG, TITLE 30, HC A 6 . , SSIBILIT Z�° , , INTERNATIONAL BUILDING CODE, 2006 °COG TITLE 8 STAND I CODE" xti � ! ADA ACCESSIBILITY GUIDLINES FOR OCOG, TITLE 25, RULE OF THE A CONTRA SHALL NS E FE PASSAGE OF PERSONS 2+DUND AREA OF CONSTRUCTION. PROVIDE ¢ °° IF BUILDINGS & FACILITIE TEMPORAR iARRIC S ► - ' •TECT THE GENERAL PUBLIC FROM INJURY DUE TO CONSTRUCTION WORK. ,o STATE FIRE SAFETY ' •MMISSIf Q ° CHAPTER 120 -3 -20, GEORGIA STATE'S OWNER SHA . TYPE CAP " 1TY AND TY ®I 9.a= ACCESSIBILITY CODE FOR BUILDINGS s PROM FIRE E INGUISHERS ( QUANTI) AS REQUIRED BY BUILDING AND it k ��o J AND FACILITIES LIFE SAFET , {FODES ( ORDINA WITH FIRE MARSHAL# „1/,d. } 7 ��w . - ^. ..7 z e , CONTRACCONTRACT() SHALL C DINATE INSTRUCTION aF , AMP WITH BUILDING AND S LAYOUT. BUILDING DESIGN � 6 AND CIVIL 1 fIGINEERING Y OTHER /7' P "'-` 10 w z °� DESIGN CONTROL LOCATE 1 5NTIFY, STUB F AND I CON cATILITY SERVICES THAT ARE NOT INDICATED OR INFERRED TO f ; t. REMAIN OVIDE BYPASS ONNECTI• '; NECESSARY TO MAINTAIN CONTINUITY OF SERVICE TO OCCUPIED SCOTT' Ia0 (_/ AREAS � `BUILDINGS. 'CA BEFORE DIG' 1- 800 -282 -7411. + - 3 `HARD w F Z THESE "DESIGN CONTROL DRAWINGS" ARE LI TED TO THE DESIGN I THE HANDICAPPED / n a)• c=m ACCESSIBLE RAMP AND STAIRS THAT WILL PR♦ DE ACCESS TO THE •ILET /STQRAGE COND CONSTRUCTION 0 RATIO .' ‘ND DEBRIS REMOVAL TO ENSURE MINIMUM INTERFERENCE WITH ROADS, 13 y 1 „�,,,,,,, «� 2ND BUI (DESIGN BY OTHERS). THE CONTRAC >R SHALL BE RESPE SIDLE FCR THE WAL AND OTHER ADJACE OCCUPIED OR USED FACILITIES. 0 ' fir' C ' B o w CONDITION AND CODE COMPLIANCE OF ALL EXIST' AND NEW SYST; S, (REFERENCED 9 , AND ^ a TE N �� ' $ AND NOT REFERE HEREIN), CONTRACTOR SHA COORDINATE S 'D CTURAL, ' `VIL, A` E LECTRICAL MECHANICAL & PLUMBING c`a � A c BI G ISSUES (DESI ■ BY OTHERS). ° � w _ . ,- w w° oD- I 5 < P ROJECT LOCA e 0 DIMENSION NOTES _I ,,,,, a m p w m DIMENSIONS ARE TO ROUGH FACE OF STUD OR MASONRY WALLS, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL o ° � ` ' CONFIRM DIMENSIONS IN FIELD AND REPORT CONFLICTS TO ARCHITECT PRIOR TO START OF DEMOLITION/ 0 '8 61 iiS l - CONSTRUCTION. o b Q �� z o ( McKENZIE ST. 1 = - h 1. ANY DIMENSION INDICATED AS "MIN.” SHALL MAINTAIN 18" W z a S pLp M NOT BE LESS THAN THAT INDICATED. W wZ° CLEAR (TYP AT PULL SIDE) n N x t. o < Av Ilk 2 ANY DIMENSION INDICATED AS "MAX." SHALL C o HWY 80 NOT BE MORE THAN THAT INDICATED. r ¢ 3. ANY DIMENSION INDICTED AS " + / —" IS NOT CRITICAL. d m¢vi NOTIFY ARCHITECT IF ACTUAL DIMENSION WILL VARY 1 c) a K SITE �� ` MORE THAN 10% OF WHAT WAS SPECIFIED. x z om a Q =o .OF'<> ` iii, 4. ANY DIMENSION INDICATED AS "CLEAR" SHALL 12 va a , a � N v _�/ a� NOT BE LESS THAN THAT INDICATED WHEN FINISHED. M °-'3 N Ce 5. ANY DIMENSION INDICATED AS "VERIFY" SHALL REVISION /DATE BY w w 4/22/70 JAC E,m O, z � BE VERIFIED IN FIELD BY CONTRACTOR. IF ACTUAL Q Qb DIMENSION DOES NOT MATCH WHAT WAS NOTED, 1 N NO 4- THEN C SHALL NOTIFY ARCHITECT. � �? f - SHEET NO.: z R E F. Q Z' % COVER NOR �' - m- ,wz v�LL� 1 OF 4 O =Lw ,ox -'I THIS IS DRAWING IS THE PROPERTY OF BARNARD ARCHITECTS AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART ON THE ORIGINAL DRAWING ONLY AHE HAt RE CHANGED IN PEUL'UR *Intl' Tn TUE DIFFERENCE IN SIZE BETWEEN THE PRINT AND THE ORIGINAL. DO NOT SCALE WITHOUT THE PERMISSION OF SAME. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON REQUEST. SCALES STATED HEREON ARE VALID DIMENSIONS FOR PRINTS. PLANS AND DETAILS ARE NOT ALWAYS DRAWN TO SCALE. USE DIMENSIONS GIVEN OR CONSULT THE ARCHITECT FOR CLARIFICATION / / / / / 40 0 %sit is \ , 0 (s) _0 1 $ z 0 r 28' -0" - n (VERIFY IN FIELD) Z C rn I c� _ co m g 0V)xru O ^�vJ v O ii - ° °° < m� \ V.I. mr0 -v 1. c a n ��m �� pi o Z0 D m Z Z m Ca / ril c, .....__01.40. D 0z �Q . �mcD7 � m vr. v � °o i � mCo II z 20 .... o 17 / v r t>a a g � O Po 0a co !..., S ri* o Z o o l/ rnrr mZ K o z0�� D m - v tn th m- O 7) 0 � ♦ O a v v A � = I \ W = O ,Z m I � o m 8R Si \ r v Z v m C •0z ° C o RAMP :-„,!*cm (1:12 MAX) F- 5 —0 \ 0 fi (9 Z o v _ 5 ' -4" RAMP w 1 T -4" -7 5' -4" -+-J V) m ( 1:12 MAX) 71 \ r-. D r (I .r. m i m z C c RAMP w (1:12 MAX) oo .. '�� !. • v - 5' —O" 1 2 " J RAMP w • c c \ �` (1:12 MAX) co 1•3 T I 01 Sri I 18" r P + a -_--a c MIN Z o 1 ' i i 0 a La 1 \\ ° \\\ ' \ \ \\ \\2\4" 1 i 01 \ .' \ = \ 0 \ ( \ \, \ Al%1 ° � � f z� nA( - cnl \. c� IN Q \ ; \ � � \ r O V O v, RIP \ I 70 \\\ y\ \ \\\ \ \ \ 6 '�V��0 ��m V , R R 171 \`\ \\\\\\>\\\\\\\ \ \\\ Z \\ \ \\ \ \\ , \_ \ \ \ 2\ w mz' / r-, =D / Z 0 - OAi mmCr _ _/ 71 x ° vom ooZXi - �" T zv, G� � � . 00 S.iF .... .r- ,. if, ID m ,1 GERALD'S at TYBEE ISLAND C7 z C) o z N 1115 HIGHWAY 80, PIN 4- 0026 -03 -021 O 'r'� L. SCOTT BARNARD 8c ASSOCIATES A o '- SAVANNAH, GA O �1 ,� ��, ARCHITECTURE, PLANNING, INTERIORS LANDSCAPE, HISTORIC l• � .� ` 22 0 E AST H ALL S SAVANNAH, GA 31401 (912) [I ) 232 -6173 O m' PLAN OF RAMP & STAIRS 7 9 c) r. PA �� ASSOCIATES: ROBERT J. PORTMAN de JOHN A. CLEGG r J ToR CONSTRUCTION U E2 0 E- M P v) MN H aN ( n '-T 'Q N w cn I--- -1 U _ w ~ c U a N °N Q za' zr U� ` " Cr) o w oa < VIv w d rr PROVIDE 80" MIN - 0 ") a o HEADROOM ABOVE ALL a o z P WALKING SURFACES W -' w f q� q zQ< 2', C4 Z = Z Li W PT 2x6 TOP RAIL WITH Q > ki w z SLOPED TOP - Z Z a y r r ZW F ^ GENERAL NOTES: '' <C r x P ' I. RAMP SHALL HAVE A HANDRAIL 13 w ° y Z z H ANDRAIL, SEE A2.1 ` ¢ FOR NOTES N ON BOTH S OF RAMPS. Z 0 2. HANDRAILS SHALL EXTEND 12" F a I cc ❑ w ° WOOD GUARDRAIL: r BEYOND THE TOP AND BOTTOM F F «� < CO z a 42" HIGH, PROVIDED ON OPEN SIDES OF I- OF THE RAMP AND BE PARALLEL Q U = it t.--_, WALKING SURFACES THAT ARE 30" OR z TO THE FLOOR. U W N c w, HIGHER ABOVE THE FLOOR BELOW, F• to 4 z 3. GRIPPING SURFACES SHALL a PROVIDE 2x2 BALUSTERS, SPACING SUCH U a n 5 BE CONTINUOUS. w 8 ¢ ,_ < THAT A 4" SPHERE WILL NOT PASS U o 0 Z Z W THRU THE GUARDRAIL, SEE A2.1 FOR o 4. ENDS OF HANDRAILS SHALL E N u ADDITIONAL NOTES 00 BE ROUNDED SMOOTHLY TO N a Ti n TO THE WALL. J 0 w� 2x2 BALUSTERS, SEE 5. HANDRAILS SHALL NOT z o n A2.1 FOR NOTES M valii ROTATE WITHIN THEIR FITTINGS. &.��` U °Li v 6. PROVIDE 3 CLEAR, MIN., - ce ° BETWEEN HANDRAILS r ° - (MIN 36 TYPICAL ) I NOTES ON 1 SE F ' ~ z z z iE3 MIN CLEARANCE BETWEEN HANDRAILS © � o � Z & 1 /A2.2 /..,. , C ENDS OF HANDRAILS SHALL RETURN - - - -- ' V L. 5I OTT C3 w w PT 2x4 BOTTOM RAIL TIGHT TO WALL - ` - - 3 aa WITH SLOPED TOP * BAR I XRD it p INSIDE ND'.' , S � P o � - • w POSTS EQUALLY SPACED, (SPACING AS ARE TO t� « "T y, ° MAX CONTI - z REQUIRED TO SUPPORT LOADS SPECIFIED in :� Q ° - � .. ELSEWHERE, BUT NOT MORE THAN " SWITCHBA 1r P w ° BRACKETS SPACED EQUALLY, (SPACING • u a r METAL RAILING: AS REQUIRED TO SUPPORT LOADS C �� m w z 36" HIGH, PROVIDED ON OPEN SIDES OF )( a =3 SPECIFIED ELSEWHERE, BUT NOT MORE ° r ¢ m WALKING SURFACES T ARE LESS THAN oc ) t Ce ( ) THAN 5' -0 " P 30 C1 r ° ABOVE THE FLOOR BELOW, PROVIDE --12 MIN w ° c EXTEND MID -RAIL AND BOTTOM RAIL AS SHOWN R \ E XND HANDRAILS 12 ", HORIZONTAL, M r 0 3 a PROVIDE 'HOG PANELS' BELOW FLOOR - BEYOND TOP & BOTTOM OF LANDINGS STRUCTURE (2x6s OR 2x8s, HORIZONTAL, (AT ALL LOCATIONS OTHER THAN INSIDE ' o ti ° z 2" GAPS MAX) SUPPORTED /ANCHORED TO lc HANDRAIL AT SWITCH - BACKS, SEE z r w MEET LOAD REQUIREMENTS OF A NOTE AT RIGHT) ° a - P 'GUARDRAIL' (SEE A2.1) �, ra H Q A N J f jam] in W It �Q , , , TREATED LUMBER, t*+ co F I' o a o STRUCTURAL DESIGN RAMP SURFACE TO BE SLOPED 1:12 � + N O ti ,� ' I I BY OTHERS (MAX) IN DIRECTION OF TRAVEL, E+ ¢ .d p a a V E XTERIOR RAMPS MAY HAVE CROSS ¢ Q SLOPE OF 1:50 MAX, IF NEEDED FOR LANDING d 0 o. a a N DRAINAGE w = �. za- LANDING z � W z U r w z O N �M y Wz �~ (n 1 d a3Z 1 RAIL * GUARDRAIL DETAIL RE�SON,�A7E B Y I- - C) ammmmi.m..m•mummsm.......i..i.mmmmumumm RAMP DETAIL ,i22i,o JAC N W P LI 5 Z> A2.2 SCALE: I " = I ' -O" SCALE: 1 " = I ' -O" SHEET NO.: <,,,,, A2.2 P (4,620 4of4 W n� 2 ,-, LJ rPI a o ,. D a ISLAND Cs I-��I -SAL a N E- M U o< . NEW ACCESSIBLE RAMP w rn NEW r. I� o N w 0 °W BUILDING CODE GENERAL NOTES Q zQ< o° Z Z f1Z THE CONTRACT DOCUM IN THE INTENDED OCCUPANCY AND USE OF THE THESE DWGS REPRESENT FIELD MEASUREMENTS AND DO NOT FULLY REFLECT EXISTING CONDITIONS. < +� z BUILDING AND SYSTEMS. THE PROJECT AS A WHOLE AND ITS ELEMENTS SHALL COMPLY GENERAL CONTRACTOR SHALL VERIFY ALL ELEVATIONS, DIMENSIONS AND LOCATIONS OF EXISTING Z zQ � ° Z WITH ALL REGULATIONS AS REQUIRED, INCLUDING ALL LOCAL, STATE AND FEDERAL AND FEATURES BEFORE STARTING WORK OR ORDERING MATERIALS, NOTIFY ARCHITECT OF ANY DISCREPANCIES. Q z�4 T_ OTHER APPICABLE CODES, (MORE RECENT OR STRINGENT EDITIONS OR AMENDMENTS < :IL "� SHALL HAVE PRECEDENCE CONTRACTOR SHALL NOTIFY ARCHITECT OF NON- COMPLIANT CONTRACTOR SHALL COMPLETE WORK IN ACCORDANCE WITH BUILDING CODE, INDUSTRY AND MANUFACTURER'S (� p w� a WRITTEN REQUIREMENTS. FINISH WORK TO BE COMPLETED IN A PROFESSIONAL, WORKMANLIKE MANNER. 1- DESIGN, OR QUESTIONS OF COMPLIANCE, PRIOR TO START OF WORK. FOR MORE E-+ 4 w, F2 INFORMATION ON APPLICABLE CODES CONTACT LOCAL AUTHORITY HAVING JURISDICTION CONTRACTOR SHALL REMOVE FROM SITE AND DISCARD ALL CONSTRUCTION DEBRIS AT APPROVED O H° AND GEORGIA DEPT OF COMMUNITY AFFAIRS, (404) 679 -3121, WWW.DCA.STATE.GA.US. DISPOSAL SITE. r_ 1,`=)6 E--1 �Q� J U" LIFE SAFETY CODE, 2000 OCOG, TITLE 30, HC ACCESSIBILITY CONTRACTOR SHALL LIMIT USE OF PREMISES TO THE WORK INDICATED OR INFERRED. ISw� xW5 IMF° INTERNATIONAL BUILDING CODE, 2006 OCOG, TITLE 8, STANDARD CODES CONTRACTOR SHALL ENSURE SAFE PASSAGE ,OF PER5PNS AROUND AREA OF CONSTRUCTION. PROVIDE ° 0 3 a ' ADA ACCESSIBILITY GUIDLINES FOR OCOG, TITLE 25, RULES OF THE GA �N 1aw� TEMPORARY BARRICADES TO PROTECT - T GENERAL P1?B FROM INJURY DUE TO CONSTRUCTION WORK. ..o_= BUILDINGS & FACILITIES STATE FIRE SAFETY COMMISSIONER Q r CHAPTER 120 -3 -20, GEORGIA STATE'S OWNER SHALL P', *VIDE FI EXT , r 00"'"' HERS (TYPE, CAPACI AND QUANTITY) AS REQUIRED BY BUILDING AND ! _, =w ACCESSIBILITY CODE FOR BUILDINGS �` 0 Z = LIFE SAFETY COD` {COO $4 WITH FIRE MARSHALL).; AND FACILITIES �-✓ il . "'�. °_ ACTOR SHA ° COOK)! ",TE CONSTRUCTION OF RAMP WJTH BUILDING AND SITE LAYOUT. BUILDING DESIGN ` 1 ,9 1 .-_ :: �.v- -Ati1, ,' NGINE:: NG B'4 *1 HERS. I �y� S - w i I` ° I DESIGN CONTROL �, LOCATE, IDE ~'TIFY, UB- OFF\,'�ND DISCONNECT UTILITY SF�VICES THAT ARE NOT INDICATED OR INFERRED TO S� -�-�- I�� '` REMAIN. PR* #DE ''ASS CONNECTIONS AS NECESSAR TO MAINTAIN CONTINUITY OF SERVICE TO OCCUPIED > * - BARD —N 1 °ZO THESE "DESIGN CONTROL DRAWINGS" ARE LIMITED TO THE DESIGN OF TH ;IHANtPPED AREAS OF BLDING ; 'CALL BEFORE YOU DIG' 1-8D6- -7411. vrar. : ' s ACCESSIBLE RAMP AND STAIRS THAT WILL PROVIDE ACCESS TO THE TOIL T /STI. ;'�GE CONDUCT DNSTRU OPE IONS AND-DEBRIS REMOVAL TO ENSURE MINIMUM INTERFERENCE WITH ROADS, 1 _ _ ,fi Z WALKS AN ETHER A ACENT Q, CU OR USED FACILITIES. m .. ; ZNO BUILDING (DESIGN BY OTHERS). THE CONTRAC SHALL BE RESPONSIBLE Ftr,THE \ l _= G' � s TE N�� Sow CONDITION AND CODE COMPLIANCE OF ALL EXIS AND NEW SYSTEMg (REF F BNCED . �,� A F. AN NOT REFERENCED HEREIN), CONTRACTOR SH. COORDINATE STRU �`1 IVIL n D A 1 . z '°�' ELECTRICAL, MECHANICAL & PLUMBING ISSUES (DE` BY OTHERS). J ° } ,N Sao _ w =Q I P ROJECT LOC -' IO ' v DIMENSION NO TES a ? a ; w °Q I `---' DIM ENSIONS ARE TO ROUGH FACE OF STUD OR MASONRY WALLS, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL CO m33 �� CONFIRM DIMENSIONS IN FIELD AND RE PORT CONFLICTS TO ARCHITECT PRIOR TO START OF DEMOLITION/ o� Z S� a CONSTRUCTION. o - gP� FO 1 ANY DIMENSION INDICATED AS " MIN ." SHALL z McKENZIE ST. P� 1 MAINTAIN 18" ag¢ so \--1/4° NOT BE LESS THAN THAT INDICATED a C in CLEAR (TYP AT PULL SIDE) wZ PVE , 2 . ANY DIMENSION INDICATED AS "MAX." SHALL c � NO BE MORE T HA N T HAT INDICATED. d 0 a c • N HWY 80 , =g 3. ANY DIMENSION INDICTED AS " + / -" IS NOT CRITICAL. P aoa NOTIFY ARCHITECT IF ACTUAL DIMENSION WILL VARY R Q 0 ZV, MORE THAN 10% OF WHAT WAS SPECIFIED. x z C in * m z x S ITE °an v ` V 4. ANY DIMENSION INDICATED AS " CLEAR" SHALL < a w O A P NOT BE LESS THAN THAT INDICATED WHEN FINISHED. — a w REVISION / DATE BY er ` � � y 5 . ANY DIMENSION INDICATED AS "VERIFY" SHALL 4/22/10 JAC �mW � -.../ , BE VERIFIED IN FIELD BY CONTRACTOR. IF ACTUA fy i 1 ° P DIMENSION DOES NOT MATCH WHAT WAS NOTED, „ ,r�, _ ,. NN° U Q THE CONTRACTOR SHALL NOTIFY ARCHITECT. / SHEET NO.: Z REF. Q r ! ° ..._.__ COVER • w NORTH C.) ° Z a 1 of 4 NCO TL .-w -ox THIS IS DRAWING IS THE PROPERTY OF BARNARD ARCHITECTS AND IS NOT TO BE REPRODUCED UR COPIED IN WHULL UR IN FART UN 1HE URIUINAL DRAWING UNL'r AND MAY PE CHANGED IN PROPORTION TO 1HE DIFFERENCE IN SIZE BETWEEN THE PRINT AND THE ORIGINAL. DO NOT SCALE WITHOUT THE PERMISSION OF SAME. IT IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO BE RETURNED ON REQUEST, SCALES STATED HEREON ARE VALID DIMENSIONS FOR PRINTS. PLANS AND DETAILS ARE NOT ALWAYS DRAWN TO SCALE. USE DIMENSIONS GIVEN OR CONSULT THE ARCHITECT FOR CLARIFICATION Newr / / 40 ❑ \ u, 7 , n r D \ Z m 28' ' -0" '. 0 (VERIFY IN FIELD) Z C � rn _ � m °oo� 0 + m D < rn m O c m Ci — 0c -:mm ij j !n O Z .< � cn 0 z ;9i! m z N r zoo N O ^ p / p ° m -i p n � cn O o ��v iv z m x0m m ? �' � 'y ao �-ic � v m r o7 -� o m o- o �Oy z a v C z m !:: iji N � m mZ ° � ; ; -- 1 m o a � v U / c n m o c� o —� --I cr m �tn I 0 —i v 1 \ ` Z I N � ° c RAMP \` \_n M (1:12 MAX) F 5 -0 \ Q \ N — 5' -4" RAMP w 17' -4" 5' -4" CI M will m (1:12 MAX) w r m , 7 \ ID w --10 rrI Z C .I- c RAMP I - (1:12 MAX) o s - Ti , ,� o l) \ 4. -o r \ 0 5'-0" 1 RAMP w \ �, (1:12 MAX) oo ° o- C N ^ ; : jj � 18 M P -I- 0 " MIN z ° \ , -- 1:1 .,, \ \ N \ \ \ g o w\ \ \24" \ , —I , \\ i \ ' i al \ \\\ ( _J) \"" v \\.\\\ (I) \ .- Z 0 \ \ \ \ '' Z \ : ::) \ r -- - \\ ; (.7) \ F \ \ 2 \ \ \ - °-\ Fri \ \ ° 8 \ 31 t \ \ -)4 \ 70 > \ \ \\\\ \ N \ (s) \ ! 2 \ (I) :7 \ 03 \ \N \ \N p f-Tl \ N , < in�zr / i f`\(n z 2 m y 0 / c� \Z / Z — �m mvvo — — _____ _ � CO2XI T �O y � � \3c � . I. rtik;r .. N m y GERALD'S at TYREE ISLAND C:),„,"1 z n _ o z N \ n15 HIGHWAY 80, PIN 4- 0026 -03 -021 ' ��( \� L. SCOTT BARNARD & ASSOCIATES :: o S GA • v ; ' ` �® ARCHITECTURE, PLANNING, INTERIORS, LANDSCAPE, HISTORIC N z'. B1 220 EAST HALL STREET SAVANNAH, GA 31401 (912) 232 -6173 , .1...1)) m I PLAN of RAMP & M - 49 ,,'"J ,: '.A ASSOCIATES: ROBERT J. PORTMAN & JOHN A. CLEGG FY)R CONSTRUCTION • , i U GENERAL NOTES FOR STAIRS F W r� 1. HANDRAILS SHALL HAVE CROSS SECTION / r) PERIMETER DIMENSION FROM 4" TO 6.25', Cn o RETURN RAILS SHALL NOT ROTATE IN THEIR FITTINGS, W r,. 1 1 1/2" CLEARANCE ON ALL SIDES OF RAILS. E-1 p p. , w w HANDRAIL TO '. a POST 2. HANDRAILS SHALL BE LOCATED ON BOTH i--i U SIDES OF STAIRS, (36" MIN CLEAR WIDTH ZJ Q F J e BETWEEN HANDRAILS). 0 Z o, 2 " M IN F.'',' 3. HANDRAILS SHALL SUPPORT A UNIFORM LOAD " ' OF 50 Ibs PER LF IN ANY DIRECTION. HAND a RAILS AND TOPS OF GUARDRAILS SHALL BE i/ o v - W ABLE TO RESIST A CONCENTRATED LOAD OF fx ALL WOOD USED TO 200 Ibs IN ANY DIRECTION. BALUSTERS 0 el CREATE STAIRS AND 0 GUARDRAIL TO BE SHALL RESIST A 50 lb LOAD APPLIED (k . 6 w a z PORCHES SHALL BE EQUALLY SPACED (5' -0" MAX E. ID ASSEMBLED WITH HORIZONTALLY TO A 1 SF AREA. -n PRESSURE TREATED, - io 4. ALL HANDRAIL EDGES SHALL BE SMOOTH Q Z C a TREATED WOOD: ALL METAL HARDWARE M 4x4 POSTS AND ° rx SHALL BE AT LEAST 2x2 BALUSTERS AND ROUNDED 1 -1/2" RADIUS. Z= 52 HOT DIPPED ' AS NOTED AT 5. STEEL HARDWARE SHALL BE HOT DIPPED ` U j o Q GALVANIZED IF NOT .4- LEFT GALVANIZED (BEST OPTION: STAINLESS STEEL). Z t .-- < kl w STAINLESS STEEL = w z 6. 42" HIGH GUARDRAILS SHALL BE PROVIDED ON P4 Z ° o ° OPEN SIDES OF WALKING SURFACES THAT ARE < - Q ,4 Q 3D" OR HIGHER ABOVE THE FLOOR BELOW, 0.w ° ^ 2x2 BALUSTERS, PT 2x_ DECKING PROVIDE BALUSTERS SUCH THAT A 4" SPHERE Er F q � EQUALLY SPACED - WITH 1/4" GAPS WILL NOT PASS THRU THE GUARDRAIL rx jc ~ n� a a a FOR DRAINAGE E'+ (x 2x6 TOP RAIL lb 7. RISERS SHALL BE UNIFORM IN HEIGHT a ° - 0 i� WITHIN A FLIGHT OF STEPS, 4" HIGH (MIN) U = u °4 � —POST AT EAST SIDE ' FIN FLOOR _ 7" (MAX). TREADS SHALL BE 11" DEEP MIN. �. a ; OF STEPS, SEE W r m r 3 w FLOOR PLAN �� l 8 . THESE GENERAL NOTES ARE FOR REFERENCE w Q = ONLY, CONTRACTOR SHALL CONSULT ALL U o o 4x4 POSTS, MIN, \ TOP OF PORCH BUILDING CODES PRIOR TO FABRICATING !� ° N r a STRUCTURAL DESIGN U � ANCHOR POSTS TO DECK SHALL ALIGN STAIRS AND RAILS. < ro a a i BY OTHERS DECK STRUCTURE WITH FINISHED z ' r - AS SPECIFIED BY FLOOR OF THE 9. OPEN RISERS ARE NOT PERMITTED. W W " ENGINEER 10. OUTDOOR STAIRS AND THEIR APPROACHES ��.� m a O _ STRUCTURAL BUILDING e' , z 0 ACCUM BE LA BE ION SO THAT WATER Al WALKING SURFACES. OES NOT ,X•14411 __ U Z ID i s o 11 I NS IDE HANDRAILS ARE TO BE CONTINUOUS � � - ;. '& a MATCH Q a : w 12" TREAD DEPTH L 11" SEE STRUCTURAL DWGS ON DOGLEGS AND SWITCHBACKS. z z > 12. GRIPPING SURFACES SHALL BE CONTINUOUS. L S - - FOR FRAMING AND AT ov' , FOUNDATION DESIGN 13. ENDS OF HANDRAILS SHALL BE EITHER * RD �,,� z o 2x_ PT TREADS, WITH �` ROUNDED OR RETURNED SMOOTHLY TO FLOOR, - -Z EASED EDGES AND 1" \ WALL OR POST. 0 ) L z NOSING I SAFETY STRIP BY WOOSTER: " ;�� z a o 1 x_ 'AZEK' RISE , M ODEL SPECTRA TYPE 14. CONTRACTOR TO NOTIFY ARCHITECT PRIOR TO �' / FABRICATION IF THESE REQUIREMENTS CAN W '� �� WP -24, 2" X 3/8 " ♦ H . NOT BE ACHIEVED. / `. ........ z L- CON TR ASTING COLOR PER S ° CODE, ROUTE INTO WOOD 15. ALL STEEL WORK SHALL BE 'ARCHITECTURAL l� K,a ro PT STAIR STRINGER TREADS FINISH', ALL WELDS GROUND SMOOTH - 19E ''' o E H 16. TREAD AND RISER DIMENSIONS SHALL BE - ` o E0 UNIFORM BETWEEN TWO FLOORS. VARIATION ?° Z SHALL NOT EXCEED 3/16" BETWEEN ADJACENT OPTION: BOTTOM TREAD TO BE TREADS &RISERS, 3/8" MAX. IN ANY FLIGHT. a ,- A CONCRETE a in 17. STEEL RAILS SHALL BE GALVANIZED. ALL = r w '" TRIANGLE FORMED BY TREAD, r . s, RISER AND GUARDRAIL SHALL FINISH PAINT, COLOR BY OWNER. 3 3 STEEL SHALL BE PRIMED AND 2 COATS OF a PROHIBIT PASSAGE OF 6" SPHERE 18. STRUCTURAL DESIGN OF STAIRS .34 FOUNDATION <' • _I ' SET POST ou CONCRETE 1N ° ° BY OTHERS. c ol d zy °z 4 � 0 u,oit ° d 4 d z . a PAVERS OR SAFETY STRIP BY WOOSTER: MODEL * d N A¢ CONCRETE AT ° ° SPECTRA TYPE WP -24A, z z a BOTTOM LANDING CONTRASTING COLOR PER CODE, FR Q ' i . O Y Q ° a PRESET IN CONCRETE WHILE WET. E P O is a 0 < LJ Q d 6 C x t+ • z�_i a a�13 z z . ° x = j/1 z z — a 'may . o _ < 0 ° a D ih r" N a 6 fir • 2 LL w ~ REVI SION /DATE BY > z SCTION THRU POCH STAIS 4/22/10 JAC w1 Li in 41 (T ^ N G SCALE: 1 1 1"011 SHEET NO.: z`"a A2 3 ^ 1 Q Z ¢ w V) NLi o 3 of 4 ,,,W - L._� / - W �. — U o H - Cl) ,N W E- a N a < 6 N L0- a - T _ _ `-1 U (, • QN 'w 0 z m J V�/-� a Q V1 ..O - L, -‹ IT a W Q' Pi, � 6 a PROVIDE 80" MIN ° °� W 0 a z HEADROOM ABOVE ALL E 0 Z q WALKING SURFACES Q z Q d "W Zz u Z Z= L T < 0 < L ee ' _ PT 2x6 TOP RAIL WITH Z z 43 Z < z L., ; S LOPED T 0.' Z 1 LJ a ° a r GENERAL NOTES: a 1-1, a ° —� I. RAMP SHALL HAV A HANDRAIL ; z HANDRAIL, SEE A2.1 v `a a J FOR NOTES N ON BOTH SIDES OF RAMPS. E. J o u 172 � 2. I E a J W o W WOOD GUARDRAIL: BEYOND THE TOP AND BOTTOM E Q o W 42" HIGH, PROVIDED ON OPEN SIDES OF - o O U OF THE RAMP AND BE PARALLEL = ` - a v WALKING SURFACES THAT ARE 30" OR z TO THE FLOOR. U H C Cn ' - W .- H IGHER ABOVE THE FLOOR BELOW, 3. GRIPPING SURFACES SHALL x w a Y Z PROVIDE 2x2 BALUSTERS SPACING SUCH g BE CONTINUOUS. Z o N a' 0 a THAT A 4" SPHERE WILL NOT PASS . 4. ENDS OF HANDRAILS SHALL '� z THRU THE GUARDRAIL, SEE A2.1 FOR °m BE ROUNDED SMOOTHLY TO �N< Z3.1 z ADDITIONAL NOTES N TO THE WALL. 0 0 = 5. HANDRAILS SHALL NOT l Y N, 2x2 BALUS SEE ROTATE WITHIN THEIR FITTINGS. �� 7 0 0 _ i--, A2.1 FOR NOTES I ., _, 0 0 v 6. PROVIDE 3 CLEAR, MIN., wo BETWEEN HANDRAILS J GUARDRAIL, SE• 0 F ...1!7,71.1. a ° I NOTES ON 1 - er a w _ 36 TYPICA z z 'ES (MIN CLEARANCE BETWEEN HANDRAILS) & 1 /A2.2 AC, ,, � °`z tO E NDS OF HANDRAILS SHALL RETURN _ L. Si OTT Z TIGHT TO WALL * BAR 1. AR D 4* • z PT 2x4 BOTTOM RAIL INSIDE 'ND .S ARE TO c� 3 i WITH SLOPED TOP 4 �fl CONTINU ,�. " rt. F o W POSTS EQUALLY SPACED, (SPACING AS MAX SWITCHBA`T' I ^., ! REQUIRED TO SUPPORT LOADS SPECIFIED int % k, n o J ELSEWHERE, BUT NOT MORE THAN ( - . i ,( ` 1, A 7E 7 -`� L. V) M 5' -0 "oc v D � w r . BRACKETS SPACED EQUALLY, (SPACING i F [ ��' W 0 AS REQUIRED TO SUPPORT LOADS W ar METAL RAILING: W z 36" HIGH, PROVIDED ON OPEN SIDES OF SPECIFIED ELSEWHERE, BUT NOT MORE = 3 THAN 5' -0 "oc) 0 r ¢ W AL K ING SURFACES THAT ARE LESS THAN . - ,- A r 1 1 - 12" (MIN ) 30" ABOVE THE FLOOR BELOW, PROVIDE R s = MID -RAIL AND BOTTOM RAIL AS SHOWN \ EXTEND HANDRAILS 12 ", HORIZONTAL, co W r a ° 3 PROVIDE 'HOG PANELS' BELOW FLOOR BEYOND TOP & BOTTOM OF LANDINGS ; a STRUCTURE x6s OR 2x8s, HORIZONTAL, / 2 (AT ALL LOCATIONS OTHER THAN INSIDE ro ( HANDRAIL AT SWITCH - BACKS, SEE 0 z 2" G APS MAX) SUPPORTED /ANCHORED TO M NOTE AT RIGHT) z MEET LOAD REQUIREMENTS OF A - o a `v 'GUARDRAI (SEE A2.1) 0 y\ D- N J r T z A \ TREATED LUMBER, 0 N Z a STRUCTURAL DESIGN RAMP SURFACE TO BE SLOPED 1:12 ' ¢ 0 "="6 z (MAX) IN DIRECTION OF TRAVEL, . o a to BY OTHERS U a W z EXTERIOR RAMPS MAY HAVE CROSS LANDING b < O. x z SLOPE OF 1:50 MAX, IF NEEDED FOR a cx ■ a DRAINAGE m = = E z E Q k` < a fn N Z w in CC ta z z / LANDING W Z Z 0 d K V rti N a a S L. /4 WO � a r ti REVISION / DATE BY a 3 Z FI- ni RAIL * GUARDRAIL DETAIL RAMP DETAIL 4/22/10 JAC CI 0 a,Q " — " ` EP SCALE: III = I '-0" SHEET NO.: Za SCALE: I = I '-0" - ) QZa 4 0F 4 N W 2 � 0 W to W E r A 2 6 w t- - E cc w a. f- o z co U co" 0 ct _ j "-- < g w i' % 00,_ - c _ 1 4._,..•qr•allor Y ..`,7• 0 LU d 2 t . < 1 , I- rn CO I - — f - \ 1 o 0 016 . /*_.._ , ,- z - II i V 0 vi! EE _ g4 .., z _._ . T T /.,-, . sew z , x.'\ . w : -Zr_ _. X / FE 0 C.) 0 > ,_ > a) a. - :,'':) o c Z w K CI- = / 00 0 A' UWM 0 to z , , SSMH 0(7) c 4.-.. N.- i- / TOP: 7.61' '‘ --' ‘,. 0 / OUT: 0.01' ,v' A \ I I INA: 0.25' I ,,?''' 8"P Al•■ 8"PVC ° z 4) INB: 0.10' SS SS SS SS IN C w SSMH O - g........>e___ . :>x 8"PVC 1 8"P_Vc_ e ss ss sS TOP: 7.28 ' a D , 0 cc OUT:1.12' i I IN A ,N B IN B „\ LU co '., INA: 4.13' i- x X X I EL ''' <.b ,, , ° ,- \' t:\ \ X r INC:1.08' co z z 0 : --- ' w <, _, -, .- ) 4, a II „ ce 0 EN z f o 1:: ---Y 0 I. ° , ,„ , f,., • , A - 4Ntr 0 , z w 0- , z ce 13 1 ., Ce:- $e t:4 (1 ti i I i I . _ , a_ tli z 1 0 i 5 - 2 i' ,2 - (2 ' vi XN‘ U Z a (/) < cc 1 : < ! 1 LLI __I g I O (1_ w i I ' 0 I x I ,k) \ (F < 3 13. D „ ' u_ o 1 >- , 91 SY GEOWEB AGGREGATE c „, ,.. 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BE REVIEWED AND APPROVED BY ENGINEER PRIOR TO INSTALLATION AND PLACEMENT I SDMH TOP: 8.45' 0 NOT FOR CONSTRUCTION RELEASED FOR CONSTRUCTION INA: 3.80' , OUT: 3.75' - /-x3\> - -, ,. .., ,.. r 7 o PROJECT #: 060207A ,7!;:ei' ,;• , ..,-77a1:2; 1.' r' \ -- ---- 7,- I BACKS,RyQUIRci) , z. rn 73 DATE: 03/26/09 - Irii: -. . ri _il 0 DESIGNED BY: WGP CHECKED BY: WGP 1 ,,„.„,..._ _,_,,,,2_ , 1 2: 1 ; s 1 - \I I , o r \ SCALE: I" -__------,-, ,....-- kl :- g.),,,(2 20 10 0 20 40 SHEET -----=?J---_,-_----,:---- .- , ---,,,,,,- -- ,_ --,; 4 ----,-,----- :-. ' IIIIIIIIIIIIII M111111111111111111111111111111111 — a c7; Z Ij "`" 0 GRAPHIC SCALE C.05 IF THIS SHEET IS LESS THAN 22" X 34" IT IS A REDUCED PRINT, SCALE ACCORDINGLY