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Home My Public Portal AboutBRIGHT ST_8.pdfHATE ISSUED: 02 -3 -2015 WORK DESCRIPTION WORK LOCATION OWNER NA1NI E AD D1tESS '1'I'w,, ST, ZIP 1'1 i "NE NUMBL' 'k C'ONT11AIC'T()R NAPi+ F f)IDRESS ZON i ,,1 i,1 r °. I, t' OOTAG E 'l ATAN. `i,'n 11),i1a:f "1' VA1 UATdf a,1 a' at+ ti's rN"" CITY OF TYBEE ISLAND BUILDING PERMIT METAL CARPORT S BRIGHT ST 1DAVIID&C'LAUIDIA 3AKER ) BOX 1971 1 VB1i E ISLAND 1 31328-1971 913 -786 -0377 G ",c''mWp "ONSTRUC "1ItON' aT/9 H 'iff,. 42 SOUTH .J��C KSC . , (;,,k 30233 �1n C'.,f „llul �i lq C; �P6.t$1D PERMIT #: 150049 101AL l? ~',N,A N It is o,' aII i's too d I'I'cat if Ihis IIri aooit ps g,�ranted llac IaiaiIIY --is ill at ,' lI limes conu'la'ly with tGic; Zoning?,, sult(Ik k; oI „' flood con 1: rr,0. boilIdaf irv,',r +il, and ,a atliRAt[ "attaat,i YA(, WCO;'n'k. w, SRI and; Ir 'i,�ib so',ol shore 1)rotecti(u(a Iwi ,:ioaa(I'aa.(,, ;an(1 Code%,vgoo dE', G° 1'rcitI, N I a I4� I r i 3°(•,1eraa1, °Ii t i u ding; t (anviroaancntaal Jaws imd i vgukw0a when .oialrli ul>I'I. ibse(guent owners .w l., nld be infni'mcd tla',s I 6^r;atiowa w lit.' lta•cry7erty oaaaa,wt be approved by Ilse k°,aaanc(° of anoIlvi o; liudding; peranit° l "eraaait holder aga-ves flit hold the URY Qf'l;a buc Islaand harm vsv on iiw r_onstraactia >ta covered by ihi;, permit. I'llis vermit ilanRt he pooled in as consplcuoos location in the front of building and protected f °mail the 9h'eiather. If this permit is not po;stvd work will be stopped. The hoildiing contractor %s ill replace curb paving; and gutter broken during constraaction. This permit Nvill be voided unless work has begun within six months of the date of issuance. "1 Signature of Building Inspector or Authorized Agent: P. 0, Bata: 2749 -X103 ]butler Avenue, Tybee Island. Georgia 37328 (912) 786.4573 . FAX (912) 786 - 9539 wway.cftyortybee.org '(J' 111, V 04. FT Single Family D Discovery/Tearout E] Demolition or Relocation Duplex [I Footprint Changes Other Multi-Family _ units El additional square ❑ Commercial unit(s) feet heated/cooled A commercial project requires 2 sets of sealed drawings by a design professional and construction by a contractor with the appropriate State of Georgia professional license. A commercial project may require Site Plan Approval. Details of Project: Estimated Cost of Construction: (materials + labor + profit/overhead If-applicabde, attach a copy of the certified elevation certificate and/or survey of the property, Depending upon the scope of the work, two sets of construction drawings and/or a site plan may be required. Year Built: /""gym f Listed on National Historic Register or located within a National Historic Distfict?Y, �J N • Buildings older than 50 years may be eligible to be listed on the State,' National Register. With this designation, you may be eligible to take advantage of various tax incentive programs while preserving the heritage of Tybee Island. • Also see the Tybee Island Land Development Code Article 14: Historic Preservation During construction: z On-site restroom facilities will be provided through ef'c, Construction debris will be disposed by by means, of II understand that I must comply with zoning, flood rgquiations. I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected as required by Article 16, Stormwater Management, I accept responsibility for any corrective actions that may be necessary to restore drainage impaired by this permitted construction, Date: P—riot o Name of Applicant:_, Note: A Permit normally takes 7 to 10 days to process. Processing time for a historic structure male be longer. Approvals: gnature . .. .. ... Date Planning & Zoning Man ager Building Official Water/Sewer Storm/Drainage City Manager FEES Permit Inspections Cap. Cost Rec. Water 'Tap Sewer Stub Eng. Fees Aid to Const. TOTAL Ik fil, City of Tybee 1IM"Arid', Georgia 912-472-5030 - Fax 912-786-9539 APPLICATION FOR BUILDING PERMIT Property Address: PIN: Name—/ Mailing Address Telenho,n!e Owner Ho l: Celm Architect or Office En rneer ".a Ca -V Cell: Contractor �T 1P X 7 J A71 Office '91 777-- 16 1, _,ox, �T ,<'A Cell: FT Single Family D Discovery/Tearout E] Demolition or Relocation Duplex [I Footprint Changes Other Multi-Family _ units El additional square ❑ Commercial unit(s) feet heated/cooled A commercial project requires 2 sets of sealed drawings by a design professional and construction by a contractor with the appropriate State of Georgia professional license. A commercial project may require Site Plan Approval. Details of Project: Estimated Cost of Construction: (materials + labor + profit/overhead If-applicabde, attach a copy of the certified elevation certificate and/or survey of the property, Depending upon the scope of the work, two sets of construction drawings and/or a site plan may be required. Year Built: /""gym f Listed on National Historic Register or located within a National Historic Distfict?Y, �J N • Buildings older than 50 years may be eligible to be listed on the State,' National Register. With this designation, you may be eligible to take advantage of various tax incentive programs while preserving the heritage of Tybee Island. • Also see the Tybee Island Land Development Code Article 14: Historic Preservation During construction: z On-site restroom facilities will be provided through ef'c, Construction debris will be disposed by by means, of II understand that I must comply with zoning, flood rgquiations. I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected as required by Article 16, Stormwater Management, I accept responsibility for any corrective actions that may be necessary to restore drainage impaired by this permitted construction, Date: P—riot o Name of Applicant:_, Note: A Permit normally takes 7 to 10 days to process. Processing time for a historic structure male be longer. Approvals: gnature . .. .. ... Date Planning & Zoning Man ager Building Official Water/Sewer Storm/Drainage City Manager FEES Permit Inspections Cap. Cost Rec. Water 'Tap Sewer Stub Eng. Fees Aid to Const. TOTAL Chatham County Board of Assessors: 2014 Property Record Card 4 2014 Chatham County Board of Assessors Property Record' Card APPRAISER ALCUMMIN LOT 18-& PT 19 CAMPBELL SUB TYRE E LAST INSP 12/28/2011 A 000008 SALES BOOK INS VI OU RSN PRICE PAGE 01 Oct 1986 I U UO 44 „000 GRANTOR: GRANTEE: PERMVT'S TYPE DATE AMOUNT ,110453 28 Dec 2011 Camp 1,585 030324 13 Nov 2003 Comp 1 COMMENTS: 01 May 2000 TY2000 CODE 10 ENT NJV 5 -1 -00 http: / /boa.cltiatliamco unty.org/Desktoplw odtilC,S /ChathaInCounty /Boar... 4- 0002 -16 -002 8 BRIGHT ST TYBEE ISLAND BAKER DAVID BAXTER LAMA ASMT PO BOX 1971 99,300 99,300 LAND 1 TYBEE ISLAND GA 31328 -1971 54,700 54,700 BLDG 1 3,500 3,500 OBXF 2 157,500 157,500 Cast - MS 99,300 CODES - - /r PROPERTY 0006 USE RESIDENTIAL nuq UTA 0004 Tybee Island 2011 NIBHD 020270.00 T270 TYBEE [Click for larger piaturel � � v� nw. � rv� �, � � uw u'N u EXTRA FEATURES SCREVEN (EXEMPTIONS -1 L9 S1 L8 HISTORY LAND IMPR TOTAL UNIT PRICE 2013 99,300 58,200 157,500 Cama 2012 112 „000 58,600 170,600 Came 2011 147,100 36,600 183,700 Came 12010 2'08,500 74,500 283 „000 Over 2009 208,500 74,500 283,OQ0 Over 12008 LAND 283,000 A/C 2007 208,500 73.500 282,000 Came 12006 205 „000 51,000 2'56,000 Came 2005 918,500 73,500 192,000 Came 2004 110,000 66,000 176,000 Carne 2003 78,500 66,000 144,500 Came 2002 53,000 66,000 119,000 Came 2001 53,000 44 „500 97,500 Came 2000 42,000 44,500 86,500 Came 1999 24,000 44,500 68,500 Came 1998 24,000 44,000 68,000 Came 1997 65,000 A/C 1996 14,000 29,640 43,640 Over 1995 14,000 29,640 43,640 Over 1994 14,000 29,640 43,640 Over 1993 14,000 29,640 43,640 Over 1992 14,000 29,640 43,640 Over EXTRA FEATURES ID# BLDG H SYSTEM DESC DIM 1 DIIM 2 UNITS OL UNIT PRICE RCN AYB EYB DT ECON FUNC SP SP % RCNLD MKT VALUE 136365 84350 Roof Scr Por /Slalb AV 9 22 198.00 A 20,11 3,982 1985 19'85 IR 2,668 2,700 136366 84350 Lw Det Gar Sid 12 20 240.00 L 17.12 4,109 1985 1985 2R 822 800 LAND - ID# USE DESC FRONT (DEPTH UNITS /TYPE PRICE ZONING LCTN TOPO OTHER ADJ1 ADJ2 ADJ3 ADJ4 MKT VALUE 108415 SINGLE, FAMILY RES 0 0 5,227.00 -SF 19.00 R1 99300 1 of 2 1/23/2015 1:43 PN Chatham County Board of Assessors: 2014 Property Record Card 4-... http://I)c)a.chathamcounty.org/DesktopModules/ChathainCouilty/Boar... 2014 Chatham County Board of Assessors Pro'perty Reco,rd Card BUILDING SECTION I CONSTRUCTION TYPE RCN AYB EYB DE 'P TYPE 84350-1-2014 D Residential 74,191 1935 1985 MS ... .. ..... ....... non: IN T .4"., �j , na Wimp nrW lip ----------------------- - [Click for larger picture] 4-0002-16-002 8 BRIGHT ST TYBEE IISLAND PHYS ECON FUNC CBSV % TOTAL DEP % RCNLD ULACTOR MKT VAL 33,00 0.00 0.00 0.00 33.00 49,70B 54,700 SECTION TYPE 1 - Main AREA 866 TYPE 1 - Single-family Residence FRAME 1 Stud Frame STYLE 1 One Story QUALITY 3.00 CONDITION 3.00 # UNITS 0 # OF BEDS / BATHS 211.00 COMPONENTS Units QUAL Ri 107 Frame, Siding, Vinyl 10000 R2 208 Composition Shingle 100.00 iR3 351 Warmed & Cooled Air 100.00 R4 402 Automatic Floor Cover Allowance H6 601 Plumbing Fixtures (#) 5.00 R6 602 Plumbing Rough-ins (#) 1.00 R6 622 Raised Subfloor (% or SF) 100.00 R11 907 Enclosed Porch (SF), Screened Waft 108,00 2 of 2 1/23/2015 1:43 Pik 4'COMC. SLAB R5NF. wl r.XG-GWG VllVVF 4' CDGF 1) 15T. �BA.SE 'RAIL A SEE Nmiff5 � .3 - *4 CONT. BASE OFTIONAL ANQ10K ON CONC. SLA5 5ECTICN (5CALf. NTS) AMIN 4' CONC- SLAB PZNF, — 1W i;xr-61r2 WWF A 3 1/4' E7 GE 0157. NOTCH I* � —1 A , 3 - 04 CON7 SEE NOTE5 ALTEKNATE, FRAMff NOTC�I IN CONIC. (5CAL:n NT5) 4-, EDGE DIST 41 CONC. SLAB REINF, BASE RAIL 3 #4 CONT. 5EE NOTEF, ALTEKNATE, fRAME FLUSH W1 CONC. {5CALE; N75) SEE ANCHOR 5A5F RAIL, 5EE SST. 5 4ff—CONC. �5 OR FOOTER f 12' DEEP MIN) RAT WALL ALL AROUND (5Y 0THE,:?S;'SEE NOTES FOR VC7M 5ECTION A-A SCALE: NT5 iA5LE 'VC- I - ANC'10R BIZE OPMON5 5CHFDULff NOTE ON FOCF711 NG'YVIDTH; FOOMNG 5771 L 5f, 12" FOR 5J ILDNIG WD7M --< 30-0;, 170JR, W QtX BUILDJNG. FCC MI NG SHALL OF 19 W TH. hl=C- I , F-ROVDE A MN, OF (1) ANCHOR AT!tG' FROM CENTER OF EACM F057 2, ALL ANC IORS 5HALL Be A307 OF, BEFI EP, 3 A55UMffD-aL5ffAMi\'GCAPACrrYSTO5EAMIN, 1500?57- 4, --ONCRF,7 STRENGTH TO DE AMIN. Olr- 25-00 �l AT 25 DAY5 A & A ENGINEERING CTVIL - SMUMU R.AL a $196 5911 Rcms ss amc PL, Suite B Tek (419 ) 292-1963 T.I.do, Ohio 43623 F= (419) 292-0955) R & B METAL LOCATJON: GEORQlA DRNMR; No-. 12THRU40 DA=rf; 01/28/2014 � PROJECT NUMBER: L/N'WN DT-. SA CHECKED BY. OA F.11MRSURM DFILLI NU..' 9C OF 9 a Nm 028896 PROFESSIONAL MAIN sq f A B U N LICENSE WIRES: 12/31/2014 DATE SIGNED: 01/28/2014 WIND 5rEZV Nftl) R-WAFK5 CARPO-1,T wim 105- t40 1150 - I ao I 112W07 M THRD. RM "ED N CCNC AL 5= 21 112VWT I 5A50M INSET M EPDXY N CONC ALL 51 T5 "ZUT WANSION 13W5 ALL 512M 4 1 112VNr I 5/8W7` %'#IoGff MCHOX5 IN CONC. X.-L 51ZE5 NOTE ON FOCF711 NG'YVIDTH; FOOMNG 5771 L 5f, 12" FOR 5J ILDNIG WD7M --< 30-0;, 170JR, W QtX BUILDJNG. FCC MI NG SHALL OF 19 W TH. hl=C- I , F-ROVDE A MN, OF (1) ANCHOR AT!tG' FROM CENTER OF EACM F057 2, ALL ANC IORS 5HALL Be A307 OF, BEFI EP, 3 A55UMffD-aL5ffAMi\'GCAPACrrYSTO5EAMIN, 1500?57- 4, --ONCRF,7 STRENGTH TO DE AMIN. Olr- 25-00 �l AT 25 DAY5 A & A ENGINEERING CTVIL - SMUMU R.AL a $196 5911 Rcms ss amc PL, Suite B Tek (419 ) 292-1963 T.I.do, Ohio 43623 F= (419) 292-0955) R & B METAL LOCATJON: GEORQlA DRNMR; No-. 12THRU40 DA=rf; 01/28/2014 � PROJECT NUMBER: L/N'WN DT-. SA CHECKED BY. OA F.11MRSURM DFILLI NU..' 9C OF 9 a Nm 028896 PROFESSIONAL MAIN sq f A B U N LICENSE WIRES: 12/31/2014 DATE SIGNED: 01/28/2014 3� k-7 77 51 DE P05T MIN, 'i) #4 15AK 39' LG. P,A5E AIL ByOT!lffR5 ` JNDI5TUK5ffD SCIL N'Ll ffA 'I ,IL CONCKETE PIER -ffOOTING 5CAL5- NT5 Ty?. AT cVEKKY ANCMDRW 1`05- I kJU11411t"\1 A -)IIJ L -I-A- vt-'] tk-jlq (5CAL' ; Pr-51 NO-EB: 1. COKCREFE PIM 5MALL 5E RECtJlRfD AT AI.L CORNER F0-975 ANO AT tVM OTrM P061' BUT 5f1All NOT EXCEED I 0l-0'C;C ePAC;EKG IN ANY DIRfC`nON- Z ALL OTHER P0,575 Wrl NO COM:PUTE PIER AKChOR 5HIALL BE AKhOFTD TO 1111E =UND Wl-r 314i2301LG. ROD. ROM 51KA1LIIIAVE A WELDED NUT AT TOP AND ONE COAT Of "T PROVE FRI ME7, rA[\r, 3. A55UTViW AIL BEARING CAPACITY 5 TO BE A MIN, 1500?5P -4. CONCFU-7E STRENGTH TO H A MlK Of 2500 P51 AT 25 DAYS TABLE 95-1. PIER.' SIZE SCMEDULt vKo sraic miV, 51zf (mn'.) RE= 105 - 115 24'0 x 42' 120 - 140 30'0 x 42" J50- 150 I R & 5 METAL I LGCKn0N:: GEORGIA DI AWNG NO..- 12THRU40 DATE.- 01/2812014 LMPffi /lN nT' SA CtTCKED 15Y: OA DRAWING TIT-ff ANCHORAGE Rao= e- R(31 0 No. 028896 PROFESSIONAL) ABU LICENSE EXPIRES, 12/31/2014 DATE 91GNED: 01/2812014 L BRACT-ET 2 i 12'X5x I IV CONIT, bA5f RP4L EK15TiNG — ASPHALT OR GRADE SAq',,-tL HEAD UND15TUREL"05011- ASPHALT ANcHoR, hro ?,W-4l2Dc,5. 515,Fu ROCK ANCHOR i4) 5t4WDr X 116 OnONAL ASPHALT/ KDCI� Dllu LL 5/5, 1OLE -1 mKouc'm ThE 5A5E KAM AND 55CURE TO ANCHOR M wTrH )re DAM E"R CONT. 5A51! RAL THRDUGH B017, EVA5dM 2%VA-"IffR5 TOF OF 5orL Cel 0 CONCRETE 5AL15 016 3/4,ia t N It PIR 5j;- 71t DOWN ENMIEMUG 1, 4151 LONG WT71-1 314' RC V 12 AND 4' HEIX M 1214,0 OFMONAL M051LE HOME NOTE: HIEUCAL kqCHOF5 ARE NOT TO 5E US M IF DRIVING TORQLt INTO GROUND 15 Lfa5 THM 150 FT-LBS OR DONT MM ONE OF ThE nLCMWG5aL CLASSIFCANON5. 8/4'OX30" ROE) (5= NOTE 2 10R, BLDG. WDTIH > 301-01) I }OK I Z TO 3C? WIDE BIZG. M051LI h CMff ANC110fe 5HALL EE P,EQUIRE D AS ALL CORN'-R F0575 AND AT Y OTHM PC)5T 15UT 5Kkl NOT MffD I O-OW 5FACKG IN ANY DR=ON, 2. FOR 31' _O 40 WIDE BLDG. PROVIDE 11 LE HOME MChCR5 AT EVERY 1`05-T5. 8, ALLOT iirR. MD5T5 MM NO MOBILE IiDME ANCHOR 5hALL 5C ANCHOR ID TO THI GROUND WT- l 314' )SULG. ROD. ROM SHALL HAVE A WMLrcD NUT AT TOP AND ONE COAT OF FL5T PROVE FP MEKTONNM A55UMED 501L WAPZING CAPACtTY 15 TO BE A MIN. 1500,PSF 5 CONGPrIT 5MNGTtl TO M A MIN. OF 2500 Fel AT 26 DA',15 5011L CLA55#FWIOW5-- * 5CXLCLA55 SOIL D15MFrON VERY DEN51E t / OR C= Mffl\7W 5AN05. COURSE GRAVEL AND C0515U5. CC Hlff" PKIELOAXID 5LT AND Cl-AN5 3 MEDIUM DEN51f COAR5E 5AND5, SAN Y GRAVELS, VMY!5Tr? S&T5, MO CLAN 4 LC)O5Z TO MEDIUM DE 5f 5AND5, FTM TO 5TIfT CL4Y5 AND 5ILT5 AULVX FILL AND V L005E TO MEDIUM E)N-5E 5AND5, FIRM 105TIFF CLAYS AND SILTS, ALLUVIAL RL lro doll ` s r • qwn�z mmg4-wlm1wq *TAKEN FROM HUD,5-lANDA.RD ff,)R IN15TALLAMON OF MMI f MOME5, 12 3r— .I XT Ch ANNE r&. 5EF TAKE 3C-2 roKoz.fAL5 4GA, rL LL; IEIC-17 VVI wro, T5 2 114X Zr-A- SO- 2 chANN& g,� -n Ek 510E Ta 2 l,'4%2 1 f4 - PGA. 70P Cr CCIIC- SEE -,ASjj BC- I �p SAC 14G AND 3—'2 FRAME Mk� Z,-v MAr TYF� Tr, -W.%, axa,�ORAGe MDG6, -r'-I?,U -4D BLD&�S, TKU55 BOW 75" LIAR! TO OrMON (3 i 1 TO 40` WIE)E) sc-Air, 2X2. I AGA, - T5 2yix i -Y, - I AGA - G1 5LEEVE SHOO kYPEDW TO TOF AND Flf-E) DCL7-p TO VERT. SNAE NUM. orF SCR 05 A5 BUI.70V i5ee wUJm,%V 6A5E RAL DETAIL SM. 531 CC) NNFCFi0N DEML E EBB (5CALEr Nl--1 A & A FNGINEERING1 CIVIL Suitt B T--t- (419) 292-1983 Obi. 43iZ Fov. (419) 292-0955, R & 8 METAL GEORGIA NO.: 12THRU40 01/28/2014. vN by: SA ----------- OA Ul N G TITI F: LEAN-TO OPTION 3V TO 40'NDE -7 NC-_ 8B or 9 SfNGLE TUBE UP TO 8' °O' F457 t IN RT 2 "X 1 4GA. SCi, TU5Z INTO 2 0&9 12GA. 5G. 1-1,15t PC R €75T5 01 /ER V -C" MN. GRADE OF TOP OF CONC. TS 2X2 - l 4GA - 9 5P�VE 5KOF WELum 70 lop' .NND CIE! D M.TPD 70 VEK7. SA,m? NUM. OF 5i~RtW5 AS E TTOV (SEE COLUMW SASE RAIL DETAIL5`I -. 5T5) 15 2 k 14X I ZGA Std. � f 2 112 'XI 8GA- CY'_ANINtL 3€° LG. KNEE E KACE 7YP, EA. SIDE TS 2 14X2 114 - 1204 MATCH 3P5F FA FN. GRACE cR TOF OF CONC. \ a'� 7�) 2X4 - I -: A - �- 12° 5LEE.V€ SINGLE TU6`c U° TO 43'-0" F05T F ELD 5CRff;tiS A _ TEK5 #12 %f'4R N CONNECTION DffAIL j5A) ; SCALEt NT5) SEE TABLE 3C-1 POP, SPA:..I415 AND 3C -2 FRAME DETAIL i IMAX, I I' °9Y„ 1mpU 23' ®vg NOmINAL MATC}1 TYP. F?AVZ FOR (I 2' 5LDG5. TH RU 24 ELDG5. SPACING AND ANCHORAGE A-FIRAME CR REGULAR "35" LEAN-70 Cif T ON (I 2' TO 24' SNIDE) (ECAL5 NT5) FIN. GRADE OR TOP Or CON,- TS - /,X I -Y, - l 415A - 9` 3L 511t1P Vd;mLEP TO TO' ME) FIELD MITZI) TO VEKT. SAME NUM- OF 5CR:°W5 A5 50-'Tom i5VEco1umw EASE RA1''_ DETA IL 8H'. 5fe) 1-5 2 I14X 12GA. 50. -e 2 1(2'X 1$GA. CHANNEL 3G" LG. KNEE BRAG' " T"P, EA. SIDE r5 2 1,14X2 1/4 - : 2GA. MATCH 5A5E PA F€N. G°kJE OR TOP SP COI lc. 5= TA5L:. 3Cr 1 FO? SPACING AND 3C -2 FRAW DtTAIL I MFX. 7 2'f4" 24' -Z4' TH,RU 2,V -SYz' NOMINAL Fi4 Gt , , r EOk (25' HLDG3. TH?U Zia SLDGS. SPACING AND AUGHOPAG€ A -ffRAME '513" LEAN -T0 OPTION (25'T 0 30' WIDE) (SCALE= NT5) I 75 42 - 14GA - /�, �. 7Er5 #i LXi "ON ZAOM mFm5ER CONNECTION DETAIL (SCAL.: N-51 A & A ENGINEERING CIVIL" ST?'.I:cn.ML j7,V(� P93 5411 Renaissance F1, Suim H Tel: (414) 29'2 -1 593 - Q Qte�o, 01--ia 43M F= (419) 252 -4955 979 HWY 42 SOUTH JACKSON, GA. 30233 770-775-22541666-23a-35C1 770-504-0235- FAX R & B ]METAL L r�1l IV: GEORGIA E)P -kv °IN13 NO.; 12THRU40 f DA 01/28/2-014 ,liN.fi.',fY IV 01; SA chffcK'ID 5y: OA I iDF_4,W'N'G TITLF-: I LEAN -TO OPTION 12' TO 30' ``FIDE if 15HELT NO.: $A OF 9 No. 02396 I f � C#IIM1CiCCIRht LI QVGIN � ��"y A B Pr LICENSE EXPIRES: 12f3M014 DATE 5IGNED: 01MI2014 �� SINGLE TU6`c U° TO 43'-0" F05T N ,ATTACH FULL HEIGHT 2' 5a [ X14GA705EWYYWXJQ'W LD@ g 8" CdC F-5. 5TAGG, OR POST s Ii OS +E° 6' -01 FIN. GRADE OR TOP Or CON,- TS - /,X I -Y, - l 415A - 9` 3L 511t1P Vd;mLEP TO TO' ME) FIELD MITZI) TO VEKT. SAME NUM- OF 5CR:°W5 A5 50-'Tom i5VEco1umw EASE RA1''_ DETA IL 8H'. 5fe) 1-5 2 I14X 12GA. 50. -e 2 1(2'X 1$GA. CHANNEL 3G" LG. KNEE BRAG' " T"P, EA. SIDE r5 2 1,14X2 1/4 - : 2GA. MATCH 5A5E PA F€N. G°kJE OR TOP SP COI lc. 5= TA5L:. 3Cr 1 FO? SPACING AND 3C -2 FRAW DtTAIL I MFX. 7 2'f4" 24' -Z4' TH,RU 2,V -SYz' NOMINAL Fi4 Gt , , r EOk (25' HLDG3. TH?U Zia SLDGS. SPACING AND AUGHOPAG€ A -ffRAME '513" LEAN -T0 OPTION (25'T 0 30' WIDE) (SCALE= NT5) I 75 42 - 14GA - /�, �. 7Er5 #i LXi "ON ZAOM mFm5ER CONNECTION DETAIL (SCAL.: N-51 A & A ENGINEERING CIVIL" ST?'.I:cn.ML j7,V(� P93 5411 Renaissance F1, Suim H Tel: (414) 29'2 -1 593 - Q Qte�o, 01--ia 43M F= (419) 252 -4955 979 HWY 42 SOUTH JACKSON, GA. 30233 770-775-22541666-23a-35C1 770-504-0235- FAX R & B ]METAL L r�1l IV: GEORGIA E)P -kv °IN13 NO.; 12THRU40 f DA 01/28/2-014 ,liN.fi.',fY IV 01; SA chffcK'ID 5y: OA I iDF_4,W'N'G TITLF-: I LEAN -TO OPTION 12' TO 30' ``FIDE if 15HELT NO.: $A OF 9 No. 02396 I f � C#IIM1CiCCIRht LI QVGIN � ��"y A B Pr LICENSE EXPIRES: 12f3M014 DATE 5IGNED: 01MI2014 �� FRAME AROUND 2 FOLLOW F1057.5rpc 3 �� 7E / 7 3 P05T 5LIz �F RIDGE LlKa— w1mDavv DOUBLE, 2X3 TYPICAL 24X3G HEADER WINDOW FRAMING iUBE 14GA, (SCALE: N5) 0 DOOR RAIL FRAME AROUND (OMONAL) --- ANC�10r, AT OPENING FOLLOW P05T 5PfC, OnNING, TM, DOOR IAM E.S. T OR RAIL (4) 114'X j TF-,5 vAra:� I L t if BOLYMD I' 12--c-' MAX. 01niNG A r I TYFICAL MAN boop, fKAMING 25'THRU 40'WIDE ffFAMff (5cAl Z! KT5) 51Dff OPENNG5 (SCALE: N75' I G' LONG T5 1 3!4X2 -3/4" COLUMN 705'r - 14GA- NIPPLE W1 {4) SEE 5rfc. @ SD5 rA5Tff,,jEF-5 rog UP TADL 30-2 TO I 1 5 MPH WIND, (8) • G" LONG T� I 31WX2 3i4X 1 4GA, NIPPLE Wj'(4) SDS FA57lfXIfK--, (1) ON N-aAR BIDE, (I) ON FAR 510E AND (1) ON EACH BIDE ✓ S" UP Pkom spucE Jawr T5 21X31 BCPA, P05T 50W/P05T 3 DETA(L 75 (SCALE: NTI-) 5DS PA5TENER5 FOR GREATER W`0 5PEMi (2) NIPPLE TO ON EACH BID'" @ 2" QC BA5F RAIL Ts Wx i 4GA COLUMN P05T ABOVE MEADER i /—SEE 5rm @ 7 6 TABLE 3C-2 G ;&c 911 R=aissmcc PI, Suiw B T& (419) Toledo, Ohio 43ai F- (419) 9 55 15 174 x :-/,4 x E 4GAG LONG NIPPLE. SECURE 50W * P`057 70 NIMFEWITI (2) [ 14�X I 5C;5 5A5t FAIL 1 F— TO MATCH . ill I F. 7 0 T Eq PABTENE� ON EACH $IQf! 'N/ rc)5T 51 ZE L]L No. 028896 T5 2x3x; 4GA COUE51-ff PROFESSIONAL KEADER, W7 r-'LG, 5FACER @24' CtC 3/16° mFnr: TO 1! RAIL Gfws [lap < Nipm-t TO 4 A BABE F,41 E3(D\&(/E3A5F- RAIL ABOVE HEADER CONN. DffTAfL '\ZB,) LICENSE EXPIRE 6:1 1/2014 CONN. DETNL (5CALC; N15) =AL'-; NITS,' — j t l DATE SIGNED: 01128/2014 7A 2 7A 75 2Ka I ZGAL - G' LO N!(; NIPPLE W1 (4) 5D5 FA,5TENER,5, { 1) ON NEAR 51DE, (1) ON PAR 51DE AND (iI ON EACH 510E @ 3' OF FROM SPLICE JOINT MWE AROUND FRAME AFOUND FOLLOW POW Spec, 0?rN1RG FOLLOW IG, T-T. P051 POST SPEC. C) P,;,AIL (4) 11-4X J " TEK.5 F11 9CF0A5 - FIELD El IV BoUrD 5TlTcll VI/aD TYPI CAA 24)<3G / MN:)O �RAMJNG DOTI (50ALe.- NT5) STAC 2 114'X J 2 GA. 50.7LAZe 1101111 RAlL 'op N ANCM 77J 75 2Ka I ZGAL - G' LO N!(; NIPPLE W1 (4) 5D5 FA,5TENER,5, { 1) ON NEAR 51DE, (1) ON PAR 51DE AND (iI ON EACH 510E @ 3' OF FROM SPLICE JOINT F Oft-NM TYPICAL MAN DOOR ffRAMfNG r J 2''THRU 24'WIDL;-;: ff KAME t-BCALJ-': NT-51 '-511)ff OFENING5 MCALE: M) 01 LONG NIPPLE W1(4) COLUMN POST 5D5 FA5TENEFS FOR 5= 5F?!c' @ UP TO I 15 MPH vm' T — TABLE 3C-2 (8) 505 rA5TEN1.R5 DOORF05T nouow COL P05T SPEC. Bow/P05T DETAIL TR�: NT-5) FOR GREATER WIND A504E HEAPEF, SPEED, (2) ON EACH To FOLLOW P057 SPF-C. SIDE 'f-A 2(3t 1 2zk- GR LONGNI"LE S=Rtf3Owo POST Tai NIP" VATH (2) 11410 I I 5L)5 o FA5TENER5 ON F-A:CH 51 Of! DOUBLE HEADER FOLLOW P05-1 5PEa 415" "NIPPLE TO HSAD A50VEHEADERG2- CONN. DETAIL 7'A' COLUMN P05T SEE 5PEr- @ TABLE 30-2 5A56 RAIL ro MATCH W POST SIZE DOM 5A5f- RAIL CONN. DETAIL ,7A� (5CALE:N-M) A & A ENGINUIUNGI L-12� (419) �292-1'9861 T.1;it= Z23 MWE AROUND FRAME AFOUND FOLLOW POW Spec, 0?rN1RG FOLLOW IG, T-T. P051 POST SPEC. C) P,;,AIL (4) 11-4X J " TEK.5 9CF0A5 - FIELD El IV BoUrD 5TlTcll VI/aD TYPI CAA 24)<3G / MN:)O �RAMJNG (50ALe.- NT5) F Oft-NM TYPICAL MAN DOOR ffRAMfNG r J 2''THRU 24'WIDL;-;: ff KAME t-BCALJ-': NT-51 '-511)ff OFENING5 MCALE: M) 01 LONG NIPPLE W1(4) COLUMN POST 5D5 FA5TENEFS FOR 5= 5F?!c' @ UP TO I 15 MPH vm' T — TABLE 3C-2 (8) 505 rA5TEN1.R5 DOORF05T nouow COL P05T SPEC. Bow/P05T DETAIL TR�: NT-5) FOR GREATER WIND A504E HEAPEF, SPEED, (2) ON EACH To FOLLOW P057 SPF-C. SIDE 'f-A 2(3t 1 2zk- GR LONGNI"LE S=Rtf3Owo POST Tai NIP" VATH (2) 11410 I I 5L)5 o FA5TENER5 ON F-A:CH 51 Of! DOUBLE HEADER FOLLOW P05-1 5PEa 415" "NIPPLE TO HSAD A50VEHEADERG2- CONN. DETAIL 7'A' COLUMN P05T SEE 5PEr- @ TABLE 30-2 5A56 RAIL ro MATCH W POST SIZE DOM 5A5f- RAIL CONN. DETAIL ,7A� (5CALE:N-M) A & A ENGINUIUNGI L-12� (419) �292-1'9861 T.1;it= Z23 FRAME AFOUND R AT 0?rN1RG FOLLOW IG, T-T. DOOR JAM POST SPEC. C) P,;,AIL (4) 11-4X J " TEK.5 9CF0A5 - FIELD BoUrD tc F Oft-NM TYPICAL MAN DOOR ffRAMfNG r J 2''THRU 24'WIDL;-;: ff KAME t-BCALJ-': NT-51 '-511)ff OFENING5 MCALE: M) 01 LONG NIPPLE W1(4) COLUMN POST 5D5 FA5TENEFS FOR 5= 5F?!c' @ UP TO I 15 MPH vm' T — TABLE 3C-2 (8) 505 rA5TEN1.R5 DOORF05T nouow COL P05T SPEC. Bow/P05T DETAIL TR�: NT-5) FOR GREATER WIND A504E HEAPEF, SPEED, (2) ON EACH To FOLLOW P057 SPF-C. SIDE 'f-A 2(3t 1 2zk- GR LONGNI"LE S=Rtf3Owo POST Tai NIP" VATH (2) 11410 I I 5L)5 o FA5TENER5 ON F-A:CH 51 Of! DOUBLE HEADER FOLLOW P05-1 5PEa 415" "NIPPLE TO HSAD A50VEHEADERG2- CONN. DETAIL 7'A' COLUMN P05T SEE 5PEr- @ TABLE 30-2 5A56 RAIL ro MATCH W POST SIZE DOM 5A5f- RAIL CONN. DETAIL ,7A� (5CALE:N-M) A & A ENGINUIUNGI L-12� (419) �292-1'9861 T.1;it= Z23 f 6 B @ 6 E i I� 12 T5 2 114 X 2 114 - 1 P-CA. I t! 1 5EE NOTES 9 } I t( 1 � 1+ ( }} i trlr ! I € }} € rrr7 E , 1 ' - SEE TABLE 6- 1 5Ec TABLE C, I ' c MAX.. REGULAR END WALL W/ OPENING 12 2� BASE RAIL ANGLE SPJ�CK17 A -FRAME END WALL TYP, {SCALE. NT5) TS21T4X2 TA5LE 6 -HXAX. 114 - 12GA. ANGLE BRACKET F "X 2 "X VX ;eCA DOORP05T -S, WY 2Y I' 5CR' -W5 FER �CLIFANGLCE � VoDT;1 .A10TH All AND ) MAX. FU GULAK END WALL 0CALE: 975) 75 Z 1,+4 x 2 114 - PX2 "X2` 18GA. ANGLE 12GP_EVC ?,°S. ST T11 CLIP SECURE TO F057 4V! 714 4' 5D5 FA:,i EhS C�) 0:.' 21 M4'92114�X12GA, 8i? OM AND ,'Z) ON HEADER! BASE RAIL 5�CIT 2 REQUIRED) 5 f-CTI ON (5CAM N15) 6 4 OTE: ANN -,0P a E SHALL BE INSTALLED NrXTTO E',ItKY OTHER P05T "5R '`G "X: W 1 7- GA. I;.S. l� i 75 !4 #€ 2 IJ4 - € 2GA MIN. -,3: Iz� "XI" 1 is 5mw:rie5 SCR�"l 5 AT T52 114X2114 - 12GX rOZ W:ND '? > 13 0 .Vi ?t QR } >30' MUE BLDG. 11 i, 1} 1 Gu S °ETABLE6di � Sff TABLE g -1 I 3'3' -9✓g" MAX. 1 A -FRAME END WALL WJ LFENING5 (SC.ALF- NT5) 15 B 5 w �= FORVERTICA. f x I r» I` �`G'3C67t12GA St1PATHING O Y ,� I _ _ r ' E.5. nn1(q. - (a) 4 tie - I aSA tq.AT 1/4'C' C' 5CKFAe CTiANNEL GIRT AT `A. M!MIMR 59! TA= 3- I ei, 75 2 X 2 114 r rP, FOR SPA ING to AI U 59P KEr sts! 2 se LW.27(I" s 752 114X2 )14- 3CR*WS FEK I ZGA. FOP WNC MEM5ER -Trip. 6 - fj >11CUF CJR >30' tr; +ICE SLOG. CUF A4GLE 5ECU10E TO 11 BOW POST AND BASE RAR Wl (4) 114-) 4 5055 Llt TS @ 114 x 2 114 - 12(3A CONTINUOUS Wn RNI `J ECTI ON (SALE: NM 545E RAIL �% "'- APFFtCR 3S' -9�` MAX. I L A -FRAME END WALL {SCALE. NT5) TA5LE 6 -HXAX. END IXAL:- OPENING F "X 2 "X VX ;eCA DOORP05T -S, CARPORT MAX. DOOR �CLIFANGLCE � VoDT;1 .A10TH All AND ) # t 2 TEM 505 A5 12`- l G' e 1 Seam reA e: NT,} ) 105-115 2tJ''- 1 ' 979 HWY 42 SOUTH JACKSON, GA. 30233 77775-22541 M5 -2"504 770,504-023& FAX TAW G -2: MAX, ?05T 5F'AGING °B' (END WALL SCMD) TYP, D51. D5 WIND SPEED SAVE HInGHT [ (147H) UPTCT V -9` 110''.12 reA e: NT,} ) 105-115 5' 1 S' 4,5 NOTE5 ON DOOR OPENING: 124 -1403 4,5' 1 4' 3.5' DOOR H €AVER 0 PG-5T 5HALL EJMD 1 50-150 3.5' r 31- 2 — FOR OPINING WfDTH >I i7-U 979 HWY 42 SOUTH JACKSON, GA. 30233 77775-22541 M5 -2"504 770,504-023& FAX TABLE 5 -I : PURLIN 4 G197 5PACING 5CMEDULE 57EEL SHfATHiNG (5EC rA5TEN5, 5CHW. FOK ATTACHVfW) -- NO 5CArw5 VOUIRZO IN 50AIV UND �A5TEWEK SCHD. WASVIER or' CORNER PANEL AND S'VC EL5EWHM - MIN. ONE FABTENPF, PER :5PAN Ai 5V'ELAF PANELS MIN, 4C/C AT EDGE LAP FA4IeL5 4V15 L[CON CAULK IN 13--i'WEEN PANEL5 FURUN 4 11211 - I 5CA (5EP TA-BIf 5 -1) - (BEE FA,-MNtR 'Clim, ?'OXATTACWE;NT) T-S,'.!x2 - 12GA f'0F, 75 2yg"SC COL * 7�i 31aIxV14" - I EGA FOP, T75 2'XS" CCU -G' SLMVE K�4Et SPACE 6GA [1A-r ANP 5ff� TABLE SC-2 C�iANNC- GIF7 SEE NCO Tq; G�) 5 �ICP W9LD7-P 70 TOP GALV. OX clQ. Fmo 5oLTED To Vlf-,Ti 5AME NuM. Of 5CRE"A5 50TTOM /-TABLE 5-1 70F, 5EE 5tiEFF WD BEE TABLE SC-2 Col. PD-P-T COL, ro-l-T GO'-, P05T 5Eff 7A5L7- I. COL. 5M TABLE SC 2 rNff� C-2. sc-2 5E TABLE 3C.2 , ,'ff IS U LtA%, 5iNGLE E30W 115[31? A-FLAME '155" 5ECTION A-ff RAM If "55" 5ECTI Q N EATt-1) DF-TAl (HOKIZ. 5HEATH) DETAIL (Vf-KT. 5H SECTION D�!TAIL (5CALE, RT5) (ZCALE i NT 5) T5 2x2 - 14GA FOK75 2 /4'50- �j -75 k 3/41x2 /41 — I 4GA 2 cz Mg T5 211x3" COL 15A5ff RAIL, TD MArCM F05T 512E COLUMN / 5A51f( KA1 Df-TAIL (SCALE: NT5) r 9 T. IDGf- 7P.M Z 112XZ I 12--ZSC-A ALUM ONT, ZDGI MM p- 112n 112-29'-A ALUM Co 2 ANGLE ATTACH W TfKS 5CFZW Wl NEOPR9NV ANGLE ATTACH V -f%5 5CR±W W/ HEoff-IN w 5-�IFL `NA5tl.E`K VhW 2 F-935 AS NEEDED PEP, �5Tta '�A5HEK tVfKY 2 NBS AS NEEDED PEP, 5HF! ' MM15 RfCOKAMENDA71ON 5HEFT M .'5 RECOMMENDATION ROOF FANEL6 IN ROOF 5e FOK VERIT. i6of llq'r � ' E 51fa TAOLL3G-2 FOK TL'Dff WEB) EDGE DETAIL RCC7? PANELS ROOF SENT NT f5EE TAaiz: 3C-2 FOR TUBS 51Z E5) EDGE DETAIL T5 (SCALE: WrS,' E!jr-114E 11 RINI; n'n Z'j njxkL 5911 Ren3knace7l'saimB Tch (419) 292-1983 Taltao, Clio 43623 F= (419) 292-0955 I` LrIj-11 1, 979 HWY 42 SOUTH JACKSON, GA. 30233 771)•776-22541 866-2353501 770ZD4lDZ5& FAX E9 No. 928886 PROFESSIONAL tzsoa-- 45 4� 1�430C JC 42 4Z5— 4� I 57EEL SHfATHiNG (5EC rA5TEN5, 5CHW. FOK ATTACHVfW) -- NO 5CArw5 VOUIRZO IN 50AIV UND �A5TEWEK SCHD. WASVIER or' CORNER PANEL AND S'VC EL5EWHM - MIN. ONE FABTENPF, PER :5PAN Ai 5V'ELAF PANELS MIN, 4C/C AT EDGE LAP FA4IeL5 4V15 L[CON CAULK IN 13--i'WEEN PANEL5 FURUN 4 11211 - I 5CA (5EP TA-BIf 5 -1) - (BEE FA,-MNtR 'Clim, ?'OXATTACWE;NT) T-S,'.!x2 - 12GA f'0F, 75 2yg"SC COL * 7�i 31aIxV14" - I EGA FOP, T75 2'XS" CCU -G' SLMVE K�4Et SPACE 6GA [1A-r ANP 5ff� TABLE SC-2 C�iANNC- GIF7 SEE NCO Tq; G�) 5 �ICP W9LD7-P 70 TOP GALV. OX clQ. Fmo 5oLTED To Vlf-,Ti 5AME NuM. Of 5CRE"A5 50TTOM /-TABLE 5-1 70F, 5EE 5tiEFF WD BEE TABLE SC-2 Col. PD-P-T COL, ro-l-T GO'-, P05T 5Eff 7A5L7- I. COL. 5M TABLE SC 2 rNff� C-2. sc-2 5E TABLE 3C.2 , ,'ff IS U LtA%, 5iNGLE E30W 115[31? A-FLAME '155" 5ECTION A-ff RAM If "55" 5ECTI Q N EATt-1) DF-TAl (HOKIZ. 5HEATH) DETAIL (Vf-KT. 5H SECTION D�!TAIL (5CALE, RT5) (ZCALE i NT 5) T5 2x2 - 14GA FOK75 2 /4'50- �j -75 k 3/41x2 /41 — I 4GA 2 cz Mg T5 211x3" COL 15A5ff RAIL, TD MArCM F05T 512E COLUMN / 5A51f( KA1 Df-TAIL (SCALE: NT5) r 9 T. IDGf- 7P.M Z 112XZ I 12--ZSC-A ALUM ONT, ZDGI MM p- 112n 112-29'-A ALUM Co 2 ANGLE ATTACH W TfKS 5CFZW Wl NEOPR9NV ANGLE ATTACH V -f%5 5CR±W W/ HEoff-IN w 5-�IFL `NA5tl.E`K VhW 2 F-935 AS NEEDED PEP, �5Tta '�A5HEK tVfKY 2 NBS AS NEEDED PEP, 5HF! ' MM15 RfCOKAMENDA71ON 5HEFT M .'5 RECOMMENDATION ROOF FANEL6 IN ROOF 5e FOK VERIT. i6of llq'r � ' E 51fa TAOLL3G-2 FOK TL'Dff WEB) EDGE DETAIL RCC7? PANELS ROOF SENT NT f5EE TAaiz: 3C-2 FOR TUBS 51Z E5) EDGE DETAIL T5 (SCALE: WrS,' E!jr-114E 11 RINI; n'n Z'j njxkL 5911 Ren3knace7l'saimB Tch (419) 292-1983 Taltao, Clio 43623 F= (419) 292-0955 I` LrIj-11 1, 979 HWY 42 SOUTH JACKSON, GA. 30233 771)•776-22541 866-2353501 770ZD4lDZ5& FAX E9 No. 928886 PROFESSIONAL l.'Xi;'X 12 GA. F-5. WIN. - (3) 1/4"X1' X7 EA. MWDER i7rr. GITrT- T52 f1114x2 12Gk FCRWIP > f A.0 'Apr, FT G, �rl ATL - SEE 5HT. B Lx-NG7M A5 °Ek HORM 51DE ELEVAT0M VERTIC"AL SIDE ELEVATION (5CX-E. "STS) A & A ENGINEERING c pm STRUCTUIULL 5M 1$ ?I, Suitm B TeL ;419% 292 =15; 3 Td do, Olic 4:26Z F= (419) 292-0955 1 LOCATION; GEORGIA DRAINING RF).; liT7HRU40 D AT 01/2812014 PP,OJEC71 NUMBF-R-. 272-13-1201 DfNh BY: SA CMECKffo 5y-, OA 1 [)RA\MNGnTLt-- SIDE ELEVATIONS ,5 - =-T NO.: 4 OF 9 0 R No. 028896 rmc-,-�4 � I PROFMSIONAi 0 (Gp f m �ee-t UCENSE EXPIRES: 12131f2014 DATI-- SIGN 01/28/2014 29GA, COMAGAIZD I Id 1: r.AL%I- OP PAI iMAJ K KID hT, 314" FY- a OK-1-1) 0 K E Q. - (MONAL ROE PANES �OR FULLY EMCUZSLD� No Ih Lx-NG7M A5 °Ek HORM 51DE ELEVAT0M VERTIC"AL SIDE ELEVATION (5CX-E. "STS) A & A ENGINEERING c pm STRUCTUIULL 5M 1$ ?I, Suitm B TeL ;419% 292 =15; 3 Td do, Olic 4:26Z F= (419) 292-0955 1 LOCATION; GEORGIA DRAINING RF).; liT7HRU40 D AT 01/2812014 PP,OJEC71 NUMBF-R-. 272-13-1201 DfNh BY: SA CMECKffo 5y-, OA 1 [)RA\MNGnTLt-- SIDE ELEVATIONS ,5 - =-T NO.: 4 OF 9 0 R No. 028896 rmc-,-�4 � I PROFMSIONAi 0 (Gp f m �ee-t UCENSE EXPIRES: 12131f2014 DATI-- SIGN 01/28/2014 20'-24' 5.15. 24` 12 GA 5Q. TUBE 12j/2!'y 1 &GA CHANNEL 2Y4"x 12 GA 5Q. TU5f- 25'-30' 1 5,5. 2"x3"x 14 GA TUBE ° Q'x i 8GA HAT Ch. 25c2 "`x I MEGA TUBE 3 1:40' 1 T. E5. 2"x3"x 14 GA TUM 4;1 "x 1,5GA HAT Ch. TUBE TADLE 3C -3. KNEE BRACE. Lff NGTIi 5CHEDUl F DOW —1 YFE T105T HFIGHT LENGTH UP TO 10' 30' - 45' LG, T. B. I UP TO 12' 48" L,'-' . E,5, 1 5,1!5. = 5INGLff 50W T.B. = TRIU55 DOW F = FULLY ENCLOSED (CLOSED) P = PARTIALLY ENCL051f-D (C)Fr-N) G-9. = GROUND SNOW (1`5F) L.L. ee LIVE LOAD ' 'F5F) TA51-ff PEAK 13RACE LENGTH SCHEDULE 0,10Tr1 I LENGTH IFN 251-2G' 14'-0" 28' -31 1 G'-C" 32' -35' 5'-01' Gj& A EGl� G CVO SIlYGE -`5 11 Renaissance ?1., Suite B Td: (419) 292-1983 �:'oledo, Olin 43623 F= (4S 1) 292-05�5 979 HWY 42 SOUTH JACKSON, GA. 30233 M-775-M54 / 868,23 1 770-504-0`i'�5- FAX R & B METAL LOCATION: GEORGIA DRAWING NO.: 12THRU40 DA7ff: 01/28/2014 3COF9 1051:;Z x No. ti IGNAi 0 pm LICENSE EXPIRES: 12/31/2014 DKI. I SIGNED,- 0112812014 MACHNE MT - –IeP- E-5, — Poor mrma"p - DOUME--� 12 I 5-AG GP2ZD M%K J01 RED W1 3Y4'702 314' - 3'-O ) G. 1t45fM FeAK 5RACE PEAK 3RACE STrrCm G✓Q PEAK BRACE, 5ff-t TABLE 3C-4 FOR LEND 71 H 12 — 14 UT CMAN Na 7rr. r-5. 51� TAMZ 3C-2 For DrA15 T5 2'X2' - 14GA, - 0-0" LG- T5 -2X5 - 14GA. U 3 I'THRU -40'TKU55 E30W "TBO 15UILDING 5ECTION SCALE: NT5 T5 ! 8141, X 2 314' - I A. FIELD BOLTED - iI rl (G) TEK5 # I ZX I 3" X 2' - 14GA,. 5A—`E RAfl. COINT, SECTION K-1 SCAMN7-5 \�D SECTION KAU: N75 ti 5T-r1:fL5mfATt11wG (5EE fA5Tn4tR 5CHED. rORAITACHMfNT) 4 ! 12" - i 8GA. FURUN TABLE 5 -1 MR5PAGING VEKTICAL 5NEATHING a, C/c 5TF CH WEI B61", FOR VMCALSMEkTNING 5UX5 -.5TAGGMM - TYF. Ot; Y 3 [/2 - 15GA HAT 4 112" - I 43GA, MAT CHANN.E.] C31ANNEL GIRT 6PAC20 - 45' LG, KNEE BRACE - T� 46- FOK 9C TO I ZoPurml WINO * @ 51.1 FA. 51DE CC FOR 130 TO 150 A mm MND TRU55 BOW 75" 5ffCTION DETAIL {SCALE: NI'S) gigA&AENGINEFRINGf CIVIL • SMUCrJRAL L 59II RcngL�smcc pl., S-k m B Tel. (419) 292-1983 Toledo, OWo 4264 F= (414) ZSU955, *(''" qty No' 0288S6 PROFESSiONAL) * if/v 0 f s A B U - I [DA7,ff 51cNED. 01/28/2014 REGULAP,/ A-fgAME - VEKTICAL/ �10RZ. 12'Th.RU 40'CARPORTS F XI-A THE INFORMATION !ZONTAINLD IN THESE OPAWNGs eTHEso�� 8A, ........... ...... LEAN-To OFT2014 JOT:PROPERTY GF A & A ENGINEERING ANY REPROM s IN FART Sc A E G C G 11411 R=aww=MS-hwB TA(419)=-1983 T-iero, Oklo 43623 Fay (419) �Q935 979 HWY 42 SOUTH JACKSON, GA. 30233 770-775-22541866-13B-350i 770-ZO4-=5- W _0R T cll 5 T el� ;N 0. 0288961-0 x S�);tfl 4�A NSSt jN sst VIP 1%6�! ABUN 411V LICENSE EXPIRES. 12/3112014 WHOLEWHOUTTHE WRITTEN PERNI[SSION OF A A A! ENGINEERING 13 PRORIELFrED. I 9A, 9B, 5C_ ............................ — ... ANCMGRAGV DATF- SIGNf 9� 01[28/2014 Dff,541GN NOTES DE51GN CPJTERIA DRAWiNG fNDEX AlL COKI-5-RUC71ON SHALL BE PROVIDED IN PREVAjUNG CODE: IBC 2012 / A5CE7-1 0 ....... COVrR5 ........... ...... - MM7 ACCORDAINCZ VATH F5C 2010, OSHA, AI5CBGO-05, A5C[!7- 0, XVV5D 1. 1 CODES AND US! GROUP: U tcAIRPC ZF5, 5AJRN5) ............... .............. -l- .... rLOOR PLAN ALL AT-7LICADLE LOCAL R6-'U!RlW!NT5. RISK CA7zGORY; 2. SHE-TfR 5A5E CONNEC-TiONS $HALL 5Z PROVIDED ULT[M)MFE Dff5iGN WND SFMD� 3A .... ........ .REGULAR/ANRAMEPUI, .5ECTION5 A5 5h.9VVN ON SHEET 9 105 TO I54 mpm Oln! 5ch ED-j"r 3� ALL VATEILJALra- IDENTIFIED BY MAN L;fACTJREK EXPOSURE CATEGORY: C 3B ........ -_32'T0 40113LOG. SECTION FiAmE MAY Be S655-1TuTED WITH MATERIAL GKOUND BKOW LOAD; UP TO 30 P5F EQUAL F, UAL O D(CEE7NG ORIGINAL. BNOW IMPORTANCE FACTOR: 0.87 0.67 ................ ..... I. - I. ........ 1. ALL SHOP ICONNIEC70N' SMALL 5E WMDED ROOF DEAD LOAD: 2.0 p5F C ONNEC7 ON5. "'00f LIVE LOAD: 20.0 P5P 4 ....... .. . --; ......... .......... 51M ELEVATIONS 5, ALL E-D CCqK=flON5 5HALILBE TEK5 # 12 ( I Y4X P-). ....... ............. Szv�JJON D�7AJL5 E. 57EEL 5H EATMNG 5NALL DE 29Gk CORRUGA77D SE15IVIC 17�51GN CATEGORY: A GALV. OR FAINTED STEEL - MAIN K15 117. 3f4l .. ..................... WALL DE-AIL5 `rll-boK511) DR EQ. LOAD GOM51NATION5: 7. ALL 5TRUCTI)RAL LIGHT GAUGE TUNW AND DL+LL, C.GDL+C.GWL ...... 1217'�l;W BO' OPENING OIETAII-5 CHARNELS 51�.AU- 15E GRADE 50 5TEEL DL+C.75LL+0.75(0.GWl) 7B .....................3 THUR 4U OPtNING- DE7A-lLS THE INFORMATION !ZONTAINLD IN THESE OPAWNGs eTHEso�� 8A, ........... ...... LEAN-To OFT2014 JOT:PROPERTY GF A & A ENGINEERING ANY REPROM s IN FART Sc A E G C G 11411 R=aww=MS-hwB TA(419)=-1983 T-iero, Oklo 43623 Fay (419) �Q935 979 HWY 42 SOUTH JACKSON, GA. 30233 770-775-22541866-13B-350i 770-ZO4-=5- W _0R T cll 5 T el� ;N 0. 0288961-0 x S�);tfl 4�A NSSt jN sst VIP 1%6�! ABUN 411V LICENSE EXPIRES. 12/3112014 WHOLEWHOUTTHE WRITTEN PERNI[SSION OF A A A! ENGINEERING 13 PRORIELFrED. I 9A, 9B, 5C_ ............................ — ... ANCMGRAGV DATF- SIGNf 9� 01[28/2014 u m ROB? DEAM , 5ff T AULt 31�-2 F0K5rrC- POST, SEE TABLE SC-2 MR5FM FEAK BRACE PEAK DRACE aiMM -ATTAR I H P, Ila5 #V2 X 5f4F SELF-MIU1, ZCMY45 5 WINEMMFWLWA5HE� T:ASTEeKS it T �A,3 EEC. S5. CrOTAL 4 SACK BM�, MAINTA TNM.r TT A,3 5� 3 1C EPar- DISTMCE AND 5', WNG KNEE= 5PAC-,TYP, SEE TA51f, 3C-2- FcFZ 5PEci NN GRADE OR 3A5E FAIL TO MATCH TOP :gyp-. CONC. X,Vl P)5-T Sin lao T. 2V-9 1/2" NOMINAL (12` THPU 30 15LDG5 .) REGULAR SINGLE 15OW `51Y 13UILDING 5ffCTION (SCALE; NM 3) ROOr HAM, 5!E TAULE 3c -2 FOR, 5F�C,_ 5EE TAM SC-2 Ole SPEC, KNEE BRACE 1l . SEI TABLI SC-2 F'05T, 5FF TABLE FOR 57M. 3c;-2 b D FINI, GRADE OR 5 BASE RAIL TO MATC�- 7OF O� CONG. 5th W1 P05T 51 1 23'-3 U21' WOMINAL 21 7tiKU 30' 5LOG5.) A-FRAME ANGLE 13OW "55" 5U]LDING-5ECTION (SCALE, N75) PEAK CHANNEL CONN. 5GAtf, WrB U-M& G& -1V LO. PEAK WNWLTOR CH NN6,-- WELD T5 11F.AK 3-ULE A NV AT7ACMD TO nOF VEMMY WJ (5) TEKS #W5W SELF -P?ILL -90-REWS Wf *o"ENV STEEL Vhk-44-v FASTERS FLOF MoDr-k PEAK MA=- TUDE PEAK TL)13E- CONN., i --CALe; M 3A jid A ZE �G G 3911 Ranzimfic- Pl, Suite B -6;(4i9)2,92-1983l Tdida, Oiio 43W, R & B METAL LOCATION. GEORGIA DRAWING NO.: 12THRU467 DATE; 011 8J2t� 14 UN mot T6�2'4'BLDG. SECTION_ 5HC T NO- 3AOF9 7-0 R W S T se M'o. 02BM ;s PROFESSIONAL LICENSE EXPIRES: 12/3112014 DATE' SIGNED; 0112812014 I 2' T H.RU W, MAX. LENGTH = 59 22'THRU 50', MAX. LENGTH = 50 3 'THRU 4(7', MAX. LENGTM = 100 BUILDING LENGTIl GREATER TIAN 'ANAT 6 SHnMlhl CAN AF Aq-h-jFWr-n AV Mo-.t trl W12 (-r)VT 50W AT MIDDLE 50 TO D5L LEVG_Th 5A5f_ ANCHOR (SCALE: NT5) LOOP, PLAN (5CAL-F- NT5Y C.J, - C0KT;,0L JOINTS ON CONC2,F-Tiff SLAP, OMIDN MAX. 2Q'X9O' CONT. BASE RAJL L2 112X'2 112X 141 - _21G ALTEPKNATE ANChOR 'EE 0-TION5 4 5F.ACING 5ff, 909 (uC_ALE, 'qT5) CONT. EASE RAIL BASE ANCHOR (SCALE= 1475) "1117 CONT. SASE RAIa T L2 012X2 112XI14' - -3 %G AKIO 10F, ALTERNATE ANCI�CR 5'AGdNG St T. Pf9 (5CALE: NT5) A&A ENS INEEMNG! CTOL - SOU=RKL SACS iPL! 5911 RenaismcePI., Suite B Teki(419)29-2-1983 �T,Wo, Obiu 43623 F_ (419) M-1955 L141,19)) P, oJ6153 r, 7 _77 tj _J _-' woo 979 HWY 42 SOUTH JACKSON, GA. 30233' 770-775-22541 666 -23 01 7704D40235- FAX WNM R & B METAL LOCA71ON: GEORGIA I DRAW] N G NO. 12THRU40 DATE: 01/28/2014 PROJf:cT NUMBER- 272-13-1201 DRAWN 5Y- SA CHECKED 5YA OA DRAWING T1 T Lff: FLOOR PLAN 51lffl_T NO. - 2 OF 9 0R/ No. 028896 PROFESSIONAL GI % ABU- LICENSE EXPIRE& 12131J2014 DATE.5*NED: 0112812014 —MAN DOOR mu-ST PROVIDE 0 pNTE_pV,/IEDI'L;—lE ANCHOR 5- 1 511T. W9 - , ANCHO�Z5 CORVE� 'n I FOR 5 PAC! NI G C, v 0 Uj 00 U 0, \j ENl) WALL F05T5 U-:2 SEC TADLE 642 0 N Z �OJONAI_ fOk 5FAC[NG 0 U5 MIN. 41 COqC. 51-A5 ' 2 �.5EE SHEET 9C FOR Df-lAIL3 fie — — — — — — — — — — 0 0 MAIN 5LDG. 5CW zi 5Eff TABLE SC- 1 FOR 5FAL U Ci! 3C-2 FOR 512E, <p I 2' T H.RU W, MAX. LENGTH = 59 22'THRU 50', MAX. LENGTH = 50 3 'THRU 4(7', MAX. LENGTM = 100 BUILDING LENGTIl GREATER TIAN 'ANAT 6 SHnMlhl CAN AF Aq-h-jFWr-n AV Mo-.t trl W12 (-r)VT 50W AT MIDDLE 50 TO D5L LEVG_Th 5A5f_ ANCHOR (SCALE: NT5) LOOP, PLAN (5CAL-F- NT5Y C.J, - C0KT;,0L JOINTS ON CONC2,F-Tiff SLAP, OMIDN MAX. 2Q'X9O' CONT. BASE RAJL L2 112X'2 112X 141 - _21G ALTEPKNATE ANChOR 'EE 0-TION5 4 5F.ACING 5ff, 909 (uC_ALE, 'qT5) CONT. EASE RAIL BASE ANCHOR (SCALE= 1475) "1117 CONT. SASE RAIa T L2 012X2 112XI14' - -3 %G AKIO 10F, ALTERNATE ANCI�CR 5'AGdNG St T. Pf9 (5CALE: NT5) A&A ENS INEEMNG! CTOL - SOU=RKL SACS iPL! 5911 RenaismcePI., Suite B Teki(419)29-2-1983 �T,Wo, Obiu 43623 F_ (419) M-1955 L141,19)) P, oJ6153 r, 7 _77 tj _J _-' woo 979 HWY 42 SOUTH JACKSON, GA. 30233' 770-775-22541 666 -23 01 7704D40235- FAX WNM R & B METAL LOCA71ON: GEORGIA I DRAW] N G NO. 12THRU40 DATE: 01/28/2014 PROJf:cT NUMBER- 272-13-1201 DRAWN 5Y- SA CHECKED 5YA OA DRAWING T1 T Lff: FLOOR PLAN 51lffl_T NO. - 2 OF 9 0R/ No. 028896 PROFESSIONAL GI % ABU- LICENSE EXPIRE& 12131J2014 DATE.5*NED: 0112812014 LEAD-BASED PAINT RRP RULES Ordinary renovation and maintenance activities can create dust that contains lead, Contractors who perform renovation, repairs, and painting jobs inpne-1978housing and ChUd'oocUpiad facilities must, before beginning work, provide mvVOBrs, teMaDts, and child-care facilities with a copy of EPA's lead hazard \Dfor08boD pamphlet Lead Hazard information for Families oviders., and SctLO-01S. , Child Care PL Contractors must document compliance with this requirement. After April 22, 2010, federal law will require: you to be certified and to use lead-safe work practices. Georgia Environmental Protection Division Lead-Based Paint and Asbestos Program (404) 363-7026. When disturbing lead-based painted o[coated surfaces 0r components more than 6 ft'perintedor room or 20 ft2 of exterior surfaces AND all window replacements and partial demolitions of any size, Asbestos/Environmental Notification tQGeorgia EP[]for enovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wreaking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules, The Georgia Environmental Protection Division administers the rules, In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition, Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. BIVIPS VVhUo BMP deficiencies are not necessarily the fault of the ovmlsx or his aQont. BMPs are their responsibility. Two areas of deficiencies are in the most basic and common BK8Pn; Co– Construction Exit and Sd1 – Sediment Barrier. Correct installation information can be found in the Field Manual for Erosion and Sediment Control in [SengJ/m, Fourth Edition 2002'. Georgia Soil and Water Conservation Commission; http://wvvw.ga8woo.org/doos/fie|d_manua|_4ed.pdf. Problems with the Co is not limited tothe instalietion, but to madera|. The stone will be a representation of 15'-35" stone or larger. Type Asediment beoheoa have been installed where Type C is required and ohovvm on the permit drawings, Where two nnwe are called for they will be inataUedvvith a separation that sd\ovvs for the first one to fail (fall over) without impacting the second one. The complete assembly and installation must be compliant; steel or wood posts, post spacing, Type C or A, Sighature for receipt of Lead Paint, Asbestos, and BMP notices d Name Date