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HomeMy Public PortalAbout09-0454 Chadwick SE 6T. 1RUUCR'�� CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 10-15-2009 PERMIT#: 090454 WORK DESCRIPTION INSTALL 2 METAL CARPORTS WORK LOCATION 1506 JONES ST. OWNER NAME R.L.&R.C.CHADWICK ADDRESS 1506 JONES AVE CITY,ST,ZIP TYBEE ISLAND GA 31328-9637 PHONE NUMBER CONTRACTOR NAME t ADDRESS iii J(TNES—AVE CITY STATE ZIP T : - : ' ,7 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED $ 47.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $3,443.00 TOTAL BALANCE DUE: $ 47.00 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: /00/ P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org City of Tybee_ Island - Community Development Dept. lèi rfgo,I or raven # Inspection Report 403 Butler Ave. - P.O. Box 2749 Tybee Island, GA 31328 Phone 912,786.4573 ext. 114 • Fax 912.786.9539 Permit No. ‘:- -* Date Requested • GP/ / e Owner's Name - Date Needed 1 _ _ . ' 7 7 Gen. Contractor -----; ',.„Yri.74:LS Subcontractor iContact Information ' z" e7- / -*72& Project Address I' _:/1;.- Scope of Work Z v" 742a) Inspector 4/ Date of Inspection 4, -,• Inspection Pass E2 Fail lir Fee Inspection Pass Fail o Fee Inspection Pass Fail r3 Fee Inspection Pass Fail c3 Fee _ __ CITY OF TYBEE ISLAND, GEORL .. APPLICATION FOR BUILDING PERMIT 0 -ock ,400no„ Location: 1�� PIN # NAME ADDRESS TELEPHONE 4' /? 7‘Owner dOn4`ol Chadwt 4,� 7/i 76'4 ��31 Architect or Engineer Building Contractor ``---f l �;'- 10Sb ; "d �C` vi 6�r ,41Z (Check all that apply) FAX '� `'7o,S' (3G o ' e030 ( Repair (Y(Residential ❑ Footprint Changes F7 Renovation ❑ Single Family I I Discovery Minor Addition U Duplex n Demolition Substantial Addition (l Multi-Family Other C r,Jo v? ❑ Commercial Details of Project: hold frzc 4n..., J'4� /4,4 / C.4 Ay)ir f- Qki pl k l . -74 ilvw frt i fig MI X 33( /, 1 l !d�i�i oaf o W S D N Estimated Cost of Construction: $ 3 �f jf 3 �; Construction Type (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other (please specify) (2) Wood & Masonry (5) Steel & Masonry (3) Brick Veneer Proposed use: Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: #Units #Bedrooms #Bathrooms Lot Area Living space (total sq. ft.) # Off-street parking spaces Trees located & listed on site plan Access: Driveway (ft.) With culvert? With swale? Setbacks: Front Rear Sides (L) (R) # Stories Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On-site restroom facilities will be provided through On-site waste and debris containers will be provided by Construction debris will be disposed by by means of I understand that I must comply with zoning, flood damage control,building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as-built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: AO/6/0 Signature of A pp licant: �1 / Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification NFIP Flood Zone Approved rezoning/variance? Street address and number: New Existing Is it in compliance with City map? If not, has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Si! .ture Da - FEES Zoning Administrator 4 tO 1 t Permit 2 Code Enforcement Officer 41111yjr. v l oq Inspections 15 Water/Sewer ,�_ Water Tap Storm/Drainage Sewer Stub Inspections Aid to Const. City Manager TOTAL ��7— • r 0 I-` • N 0 0 CO eriglill 1111111:1111111111111111 � 11 111111111111 _ r p___________ row ' o w Li I REGULAR/A FRAME-VERTICAL/110RIZ. 12 TI-IRU 30 CARPORTS PREPARED BY: (STATE Of GEORGIA) _ AS PER DESIGN CRf JA j I il A&A ENGINEERING `C' Ur s IT1C. CIVIL• STRUCiuRAL 1050 Worth St. SINCE 1996 Mount AMLy,NC 27030 1110-597-3397 5911 Renaissance PI,Suite B Tel:(419)292-1983 MAIN-1436.789-3811! Toledo,Ohio 43623 Pax:(419)292-0955 TAT-1436.7119-4172 TAT-1436.7119-4172 DESIGN NOTES DRAWING CONTAINED DESIGN CRITERIA O�� REPRODUCTION INP WTTEN I. ALL CONSTRUCTION SHALL BE PROVIDED IN YREVAILING CODE: IBCZOV3 I......_ COVER 511 T PRRWSSIN CFA 4A ENla1®W0 ISPM-0 M. ACCORDANCE WITH IBC 2006,OSHA,RISC, USE GROUP:U(CARPORTS,DARNS) ASCE7-05,AWSD 1.t CODES AND ALL BASIC WIND VELOCITY:50 TO 130 MPH 2 FLOOR PLAN xmt APPLICABLE LOCAL REQUIREMENTS. (51111 SCHEDULE) ROOF DEAD LOAD: 2.0 P5P 3 REGULAR/.AFRAME BLDG.SECTIONS O R, 2_ SHELTER BASE CONNECTIONS SHALL BE ROOF UVE LOAD: A5 PER GROUND SNOW PROVIDED AS SHOWN ON SHEET 8 MIN.20 PSF/MAX.40 rsr 4............-.................._.....SIDE ELEVATIONS �G►SirE/ �'T 3. ALL MATERIALS IDENTIFIED.BYMANUFACTURER * Q�Cr 0 NAME MAY 13E SUBSTITUTED WITH'MATERIAL GROUND SNOW LOAD:20 TO 50 P5F 5 SECTION DETAILS _79 NO 028896 EQUAL OR EXCEEDING ORIGINAL (SEE SCHEDULE) 4_ ALL SHOP CONNECTIONS SHALL BE WELDED IMPORTANCE(ACTOR SNOW 0.8 6.._ END WALL.DETAILS PRAT •NAL WIND O CONNECTIONS. SEISMIC ETAILS 1.0 7 OPENING D F r 5. _ALL FIELD CONNECTIONS SHALL BE TEKS 4/3 ! (1/4":11. SEISMIC DESIGN CATEGORY:C 8 ANCHORAGE OPTIONS 9d ■ c G. STEEL SHEATHING SHALL BE 29GA. � CORRUGATED GALV.OR PAINTED STEEL-MAIN LOAD COMBINATIONS: ABU' RIB HT.364"(FY=80K.51)OR EQ. DL+LL,O.6DL+wL` 7. AU.STRUCTURAL UGHT GAUGE TUBING AND DL+0.7511+0.75WL ro CHANNELS SHALL BE GRADE 50 STEEL 0 _LICENSE EXPIRES: 12/31/2010 coo DIZEIMEN 5/11/2009 , . • . . • i--, o . N. 1—, . •• ••NTERNEDIATE___, II a ...•• , 7• • • A-ilt A'ENGINEERING t, I FIRSTANO.LAST cO{D r'HIS 97.119t 44•CI4ORS ARE 'REWIRED ON EACH AGIN& tO :me 1 a 5911 BeraissairePL,5uhe B Tat(419)292.1983 Isz Toledo,Ohio43623 Fax:(419)2524955 I ' 0 Eit—ENTRANCE DOOR C4 __L I G., -ci FOR: '71 I VD WALL POSIS . E 1 sEe siff.S/1 EOR Carports Inc. 4-;;TIGNAL 1901.4." SPACINS t.? 1050 Worth& "1 S GONG SLAB ET00,4 1 Mount Airy,ITC27030 ZS * V 0 OTHERS ' h 1406-597-3597 MN-143679-1811{ .J. 'FAX lawasmin 15 ,P OVVNER "TNT CARPORTS I .LOCATION: •sir ;i4 —I ,) E STATE OF GEORGIA: • HAIN BLD6.534 1 AS PERDESIGN CRITERIA <> SEE SHT.Sri F0144 I SIM 4 SPAGINE. <C> DESCRIPTION: •• •a •• •0 .• .•• ,.• Regular/A-Frame-Vertical THoriz G.J.-CONTROL JOINTS ON CONCRETE SLAB OPTION MAX.20',X20' DRAIMNG Na' TNT 12 TO 30 PARTIALLY ENCLOSED: LENGTH AS PER CUSTOMER REQU DATE: EST 5/11/2009 # i PRICIJCT NumBER: 932-09-0255 FULLY ENCLOSED: 12'THAU 20,MAX.LENGTH...50.-0' 22 THRU 30,MAX.LENGTH— .AWN BY: 4MS FLOOR PLAN CHECKED.13Y: 'OA (SCALE:NM - si I DRAWING •, ANCHOR.SPACING RAWING , 296A.WALL T5 2-1/2X2-1t2N14-6A. 1"k • SNEATHINS .2 1/2')046A.50. TUBE vm.10 srzED tion CARPORT WIDTH FLOOR PLAN C.CNT.RAL 6' .;-,..1.: I 2 THRLI 20 siDG9 2211-KU 30 CMGS •/.., In 01 90-1 20 1.415CT T°EVIM. NM TO LVOV BON SHEET NO.: 20F8 .111.126.1.0E. — °THEREON-PAN.4 dii ••ni=•••.i ... iiii. 111111111111111111111101111 130 NEXT TO EVERY COM MAL BASE ANCHOR. BASE ANCHOR (SCALE,Nrs) (scALE,pirs) Ct GtSTE;4.. -457 le" 4, i!,r 246A.HALL IP% NO.G28896 V- SHEATHINS 1 PROFESSIONAL TS 2-1/2X2-1/2X14 6.4. 2 I/2%145A.52. CONT.RAIL Zr''.9- .-- WEE In_ RLos I IW ... • ._ .. IIIIIIIIIIIIIMINJ 12 V.2X2 1/2X1/4'-316.. %.19• 'iv" cz ,.....„._ N,.. ...,..4B4.1- 1.2 • I/2X2 1/2XI/4"-316. _. . . . ,. . ALTERNATE ANCHOR . ALTERNATE ANCHOR • . ANC11:111.SEE OPTIONS (SCALE'141.5) •FIRVT AND LAST ANCHORS (SCALE'1475) DATESIGION ' AND SPACING SHEET 7/7 ARE REWIRED IN EACH SIDE • 5/11/2009 r cm :2 Ile MIRE -rce.p.e.eut I'M EA.SIDE -_ TOP memeaR :1 �° gar .... _ ',sr- = --,:,_��`n� _ ENGINEERING r 12 12 1 AMOI 61, e4n..Es.51•M- b r -l5 AEcA rn.Es� : . fir � clvII•517iL]GIIBtAL o-5,1__ 34Witstij, en i I - °3911 RemesoeoePl,StrimeE Tel(419)292-1983 '9T1TCI44 i / _2 VYX14 6A.COMM. ` 2.112'.52. i y Toledo,Olio 43623 Fa�419�292-0955 o 36'L6.KNEE_BRACE 111E>E GOLU4N 2 I72'XN6A:.AWOEL .Y ■P 1 TYP.EA.SIDE b 5e9 Lb.KNEE-BRACE '1Yr EA.512E '', .b 11.'�y4'SCi.111!! .i r� a memo INTO 21n'X)46A. ' 5! .:21/2.52.NEE 'BASE L ,�', '; FIN.!PAVE OR u . In•x146R PIN.!BADE OR EA9E.RAL 'TOPOF.t.QL'. - TOP OF GONG. .. Carports Inc. Nk ,l .711.6"1NR111'-E''NOMNAL 1, .. ;l' 1114"-114R11.25'.5`NOMINAL .1' - f22`EU7155l}OyJ30'ELD69. (12"dD65.1F1A11fr'EL.D65. M�018dt 1[y, . REGULAR DOUBLE BOW"De"BUILDING SECTION REGULAR SINGLE BOW"5B" BUILDING SECTION W01:>' '031118 (SCAM MB) 2U2••52.20E 5 °NP..) FAX-1 70-410 2I/4"so.T1EE 7OP. _ :-- 10?N@�HBt 1Yr.EA.510E Q M.E.S.WIT 9�_..���1�.�` IS ,� Q sr'? '"+�-� .. - "�1 OWNER: TNT CARPORTS LOCATION: 'p/"- \` 1 ��� STATE OF GEORGIA: ti 2 In•1n46r.rNAese1 AS PEROE,6fON:C111iER111 SnrCM re.v _2 In'SQ. 86•.16.ale#BRACE +�)e 2, LNA TUBE GOtL TYP.EA.510E li . DESCRIPTION: Trr:EA 512E I b ' Regular./A-Ftame-`Varlical/Holtz. r2V4'5O.110E MEWED 1WO. 1 .2 112%46A DRAWING NO.: TNT 72 TO 30 .2 1n'samee BASE ciAll. DATE: . P0r.6RAVE aE :05111/2009 12 X$6A. , TIN.MADE OR - TOP OF LONG. CA.gQWL , ice OF GONG. PROJECT NUMBER: 032-09-0255 I� .1 114-e'1119V.Z'-b't1 4wu. ,� DRAWN 8Y: JM •.f 11'-'11014-8'NOFH411. (1215.D65.119411.26'11.1765. - ' '1fN1504.191'D65' A-FRAME SINGLE BOW"513" BUILDING SECTION CHECKED BY: .OA A-FRAME DOUBLE BOW""DB" BUILDING:SECTION (SCAM 1115) DRAWING TITLE: (SCALE,Nt5) INSERT TO Be FULL N[IG41T.rIrL DOLT W/TPKS • 1c*1 2X/•49 12'G/C-.STAGGER OP?O5feE FAGS TV" BLDG.SECTION BOW SCHEDULE (TOP,*COLUMN MEMBERS GAUGE AND SPACING) PEAK BRACE SCHEDULE 5HEET NO.: 3 OF;3 WIDTH 51ZE LENGTH WIND(MPH) 90-100 1 10-I20" 130 12 2 I/25(I.l 'e0fd 2-0 BLDG.4 WIDTH BLDG_ 4 WIDTH BLDG.*WIDTH CHANNEL 2 12-20 22-26 28-30 12-20 ' 22-26. 28_30 12-20 _22-26 . , _ 2830 14 I8 4C7 �' �GtST�q '7 20/20 F 14GA.5 D.•CO. 12CA.5.5.4 CO' PIGA.Db:0 54 14GA A..•GC 1=A.Sb.•GO 140A.DE.0 54, 14GA.5.e.`•4e' 14GAa e.•4e 14cA Db 4143 2022 SD.404 10{3' * Q' (0�L r :14GA 5.e.-41•CO. 12GA 5.e.-•'54' I4GA Db.4N 34. r4GA.5.6.000' 124A.5A--e 54' 1 4 G.A.O:e.e'4 14GA 5.6.046' I4GA.S.B.e4b 14GA.DE.•40. _ 2X1 NO.028"871j 30/20 F I4GA.Sb...O CO. t 2G 5.15..0 or 14GA.-D.e.4It 54• r26A.5b.,0 CO' t EGA 5.6.10 54• I4GA.Dz.S' 126A.5.e.•54 12GA•D.e.•e4' 14GA.D.A:•4e 2426 5a-p , 140 -PROF 1 NAL P ,..GA.5.e.0 54' 12GA.5.5.•4e 140\-0.6.054' 124A 5.e.•54' t 2CA'Sb.•43' I4GA.17.6.d'4e 12GA.5.3.0 42 12G.5b.,042 14GA.2.5•4e 28-30 art 1 .a - .. 40/25 F. t 4 G...,S S.•54' 12GA.'Sb.•'54. '14G1'Db.04e I2GA Sb.0 4e t 2611.Sb.0 4e' I4GA Pb.•4e' MCA.6b.*AN' 120113:3.043' 1401.'2.3.0 41' - P 114GA.5E.0 e4' )24A.5.3.-042 t4G.0.6.•46' 126A..5.6.042' I2GA6.0.•42' 14GA.D.15.4 42' r2GA5b.•5C' 12GA.5.5.•42 I2GA.O.6.•42' �� o S.B. =SINGLE BOW 'Q/9 50/30 • . F 14GA 5.3.•54 14G&DAL•54 14G.DE,•42 12GA 5.e.•42 14GA Db.•42 14GA.0.5..•42' 12GA.3b.•W -140A.D.f.-•3C. 14GA D:e.:•3C D.B.= DOUBIP BOW -ABU- , 140,1-5..g 42' 14Gk b.e..g 42 f 4G.0:6.0 42' 12GA-5.6.0 9C 14GA.0.Q•3C I4GN.DE.•30 1201.5b.6130' '14GA D.B.0 30‘ 120.D.D.0.00 F= FULLY-ENCLOSED(CLOSED) o en P= PARTIALLY ENCLOSED(OPEN/ to G.S. = GROUND SNOW .L.t. =IJVEL0AD 05/1112009 I- c) 67>g1 lien I1 t1 I I {{(( {� r 1 "2,16A. 6ALV.ORRU6TEP If U -. ... QAVI�LNS�TIRL�ICIURA�LNG ND 6ALV.:ORPAkIfED IIi JII If11 I 1 I ' o 1M:IN•we RT.3/4' o sm¢n. t'lec"li m ea. 1 III II II n II III to 1 !OPTIONAL SIDE FARCES FOR FULLY A A 0 A A 5911 Berifance PL,Suite B ( Tel: 419)2924981 �) II ` I f 11 Toledo,01313 67623 Fax: 419)2920955 �I II 11 11 FOR: 1.4 I It II II II 1 1 �Y Y N N N _ 1 -I �t ;I lull u u u Carports Inc. .U U 1050 Wor h SL H "" 15 ( •w! INTERMEDIATE 11 u u u Moant Airy,NC27030 Fr6.DETAIL 1 AT 1 5GfEG u n 11 n n 1400-547-3597 SEE SOT.H � n n n n meat-1-336- .3II 1 t .III 11 II 11 TAX-1-336-789-4M 1 II _N 6 N OWNER: li I Ii TNT CARPORTS LOCATION: 7e%err 3/6 FOR MAXIL II {I� '.�H1l T'1/B FOR SCE y $FAUNS �{ �4 •�( ,.MALL OFHAM6 �/ / STATE OF U: ���III -. AS PER DESIGN CRITERIA / 1.eI6T4 AS PS!CUSTOMER ORDER . DESCRIPTION:ELEVATION a IAr ame--Vertical/Rorz.►S f9HL87H (SCALE:M5) . DRAWING NC)-; TNT..I2TO20 -• Ii i i II T. DATE: 5/11/2009 --_•-._ �-_....__-_—..—_�_- -,1.4-_------------4 -_--. ,. L,- ---___----�`r-- Ir_—-- *t -- _--I1 _ `1-_-- _ PROJECT NUMBER: 032-09-0255. 1, 1 i II' — ---!1 -- ---- — .'1 1i i i a I DRAWN BY: .IM$ —J 1-Ii ---�-- --il ----,— = -11 ---+I-- ------- 1 ---- --___— 1— CHECKED.BY: ,OA 1 1 t DRAWING FiTLE: 1 II if 11 1 1 .b'T'P. 76 061. - �. I 4:6,e°uC° II 11 1{1 1 1 V► . SIDE ELEVATIONS 1 I1 , 56 8! I I II I 't I ,1 II 5MEET NO-: OF t tut. 6 INIERSECIAlt 1 1 1 1 1 b'ANOMOR 15 I 1, moor(sea ;j. I - - II � GISTE0 o" , TT6.DETAIL- . BRpbATEND =. `--1 -----------.It L---.:.�_-. a ,*. ' ' F ._._lli 5CE5HT.H — - 'I—r.It A'f1 p.�GG ifi If r 1 , 1 , PAOFE SIO L j.Nv 1� ' R MAX '> r "»E qR ABU=�P o . .. / LENGTH AS PER C1ISTOM R ORDER - Co VERTICAL SIDE ELEVATION O„IE;,a,�, `° (SCALE: l ) 5/1112009 r 0 N. STEEL SHEATFNN6 - (SEE FASTENER Etrtl 5Gr IED.FOR. PURLLN'SCID. A Ac A ENGINEERING 1/8'FiLLEFXI-1/2'LG.�e.B'C/C � 'STD-CA-YEW BOTH SIDES- -ATTAGHM R) ,. QVU:, saecrURAL o STA SEERED-TYP. STEEL,SHEATHIN6 �jN�W LOAD tI AT CI'IANNEL � ` 0 —�S (SEE's ASTeNr3es H O.FOR '�3 NO5GRE1^5 REGZlIRED SPAGNG co ATT aGHMkENT) IN BON SEND 5411 Rm"B"ante PL See B (419)292-19Z r lei NO WADS 1¢taURED S `� -45" Toledo.O6io43623 Bee(419)292-0955 IN SOK BEND '� o .a 30 48"GC PM: 'i7 .1 III II •fir 1 NOTCH LaeR.BENT- 1 a ROOF:EIENTA AT-16') �l, FORM51DE5AROIND "ROOF BENT.(AT'76``) ■ � bALV,OR ED. BENT-REID ALL 4 SALV.OR Ea. AO 36"cr : II maw -KNEE BRACE ME TOP MEMBER INTO; KNEE.BRACE ' 80 36°GC Carports Inc.. II Woi itt 1050 ountAiry,!C27030 -REGULAR.DOUBLE BOW MAXI REGULAR SINGLE BOW PAX-V334454122 SECTION 'DETAIL SECTION DETAIL OWNER: (SCALE:NTS) TNT CARPOQS (SCALE:NIS) - - LOCATION; t2 4"-IS bA.a ZTATEOF:GEC -Is STEEL.SFEATHIN6 -�� IB ~ ��_ 'J SEE HAT ABOVE ' � [SEE FASTENER SGNED.FOR �_t DE5'RIPCION: ATTACHMENT) t� 'Regular/-A-Frame-%ica!/Hork. A Ft DRAWING N0-: TNT trim 30 1/8'T'ILLETXI-1/216.e.8"7 DATE: WC STITCH Y1FLD.90TN' '� ! ; 9IDE5-STA66ERl:D-TYP. TS 2 1/4"X2 1/4"-126A_6• )K b 5/1113 SHOP WELDEDTO TOP AIWD FI9� 81 PROJECT NUMBER: TS 2-1/4X2-1/4-OSA-b' Bala/TO VERT. �B � 4.....18 6A! '�a255 -SLEEVE SHOP MELTED'TO TOP ,p t. SAME NUM.OF SCREWS AS `aa ( 90 O 120 ,"DRAWN BY jpas AND FIELD BOLTED TO vERT, t' ,p •48 G/G `SAMiE�NUM.OF SCREWS AS G'L7NNEGTISEP COLUMN-BASE A 96"Lg. CFIIECI( D BY: ISO MPH OA BOTTOM SEE SHEET 1/8 KNEE BRACE 8A KNEE BRACE �' DRAWING TITLE:. 11 SECTION DETAILS TYPICAL.A-FRAM'E VERTICAL:. A-FRAME DOUBLE BOW 1.13 A`FRAME SINGLE SOW 2.8 sra ET NO.: 5o.ii • SECTION DETAIL 3 SECTION DETAIL 3 SECTION DETAIL (SCALE:.NTS) . 7eLL (SCALE:NTS) (SCALE:NTS) �. : 0 CONT,E26E TRIM 2,1)(2i-4246A ALUM ANBLE ATTACH Ni TEKS'SCHEN W/TEOPREIE/STEEL 0,GisTER '� H'IASFHER E1 Rr 2 R1B5 AS ML tm PM SHEET T Qt• FO MFR'S R!COMM 3NDATION I I 028896 ROOF:PANELS ' r:+.: TYPE:TEK5 a 12X1 * PRO =�SlOtili RfIVEJ51 EEL WASHER l Q 6'C/C OF CORNER PANEL AHD 8'C/C ELSLWHERE. 'A- MIN.ONE FAST.PER SPAN AT SIDE LAP PANED ,may Milt-4'C/C AT EDGE LAP PANELS WI SILICON CALK IN II. + �`v� C ROOF EMT -\ /Q N.1p U , rn .FOR TUBE SIZES) EDGE DETAIL TRIM .DETAIL 0 (SCAN::NTS) (SCALE:NTS) ORItallaRk .5i1112o0! : _ . ... _ o '13 33 2 3 2 13 1 I / 2 5 .5 ',. i--, l' ' - A ik AENGINEERING CD --...... ... . .Z.,1 . 391I Realism=PL,suit.2, Tel:(419)252-19g3 ts, BRACKET 4 -Toledo,Ohio0623 Fax(419)292-0955 I-. •■■• TIT. 4 • WeX12 SA.E.S. ftiti..1'3)1/4.5cr o .2 1/2 X 2 1/2-146A. //' ,‘• 4/ / -SCREP43 AT en % N‘4k 1' 111 i ‘■. TS 2 1/2 x21(2 .,' EA.MENDER 1111'. FM 't /1 " /1 1 NN -144A. /" ,.., Mkt BRACKET / ..2...5.,, vs, 0. KR wmeeR- Ilk a, 741,v/4-,(1120th4;- /,' N% 4 /I I Carports inc. k`o, TM. MCP li MO SFR MINT> 1/1 \t ill ONLY.TM. ■‘ 11 1 Ns. /,, 1050VorihSt . ._ . lionntAiry,t1C27030 • _ 1 ..,.– .—---- sm 6GHEOULE 1 1‘ 15ASEIYA3- ,• i..11 2q-6 MAX. 14104%197-3597 MA111-1-336-7043018 . TAX-1436189-4122 REGULAR. END WALL W/ OPEN / REGULAR END WALL OWNER ING TNT CARPORTS (5CALf I N15) C3CALE:1415) 11 -E1 a is •15 B 2 -a a a I' i. I LOCATION: STATEOF OEOROlk m 1. Igssa,.___'-----____-__. 1 12 AS PERT:1E810N CRITERIA sr— .....a1111101 ....- ----- La 111111,1M11111 —..11111111. 41.1111211 --,-,--- 1 DE5CRIPTION: Regular I A-frame-Vertical/Horiz. Illai -*X.6512 6A.E.5. "N.-t9)l'4%" DRAMNIG14°-" TNT 12 TO 30 lr, _ _ _IIIIIIIII _____,1 ---- 146A sol ■11i 30 e „ -‘_‘ _ ._._---_— ■■ 2 1X - . ■ -i % r r ' 7 X-_2 /-_2— H t_ DATE 5/11/2009 i -146k W KET // t PROJECT NUMBER:032-09-0255 `■, I/ Anit\ •Pt 2`XT'SCRS'S i I t •Ts 2 I/4 X2 V4- 1 t1 !? /I —..,,,,-- FER 1413143ER-_-:.: 41mbo 6 144A.FO 120 TO E3RAWN BY:. JMS 11 I-irlier ,‘ I 111*. 141ApHi ,, t30 MN POW TYF. 41 ll \A, II CHECKED BY:. OA ......—. ....i.K.--- .... ,...... .., - 1 ,,1 -1;11 DRAWING Mit: I, ,.. . _____. _______.i..._______ ___ ________'.1 .56E RAY. r: ,.._...._• ANC44CR .29.-r,ox END WALL DETAILS srzsorgautz 1 .1 ME MACCILE I 4. V.,.. • 2.145"MAX A-FRAME END WALL - SHEET NO.: i oF 8 • / (SCALE:NT5) 319IL A-FRAMEEND WALL WI OPENING MAX. END WALL OPENING (SCALE,MB) 4 .---0 I0,-; I CPO RT MAX.DOOR MEADER -.PT MTH MTh 512E _ . ,0 ,..TE„„,, .s? . 2 1/2*X2 t/rXM6A. I 2'-IC B: 152 114X 2 114-%2G Q' Ne) * DV POST . , NO. 028896 Imo vncr 166A. 18' to 15 2 IMX 2 114-1 2GA. 27XX2"183A,ANSLE CLIP,; OLP OPOLE!EOM TO PROF SIO Al..` WoUgE To POST AJO fEADER - 2 MO 1/TxW,A. 4V V410(4"SCS FAstE1ER5 411 _Eat roar AND BASE RAIL At(4/1/4-4(5/4* 2C7-22' 12' . 152 114%2 1f4- 1 2GA. MADER CO CH EOTTOM NO(2/ON 94_ ..,/li,.. SI sce(2 REG1.11/4M4 241.-SO 1.4' 0131_T5 2 I/4X 2 I/4-1,4GA. 47 •Ce 0 4111111ft10 611111 ti-li.riii.F;-T,-1.- N Mir' sms -..1 - ^°Akira TS 23,03,(1449A. -AO MAX. POST SPACING " • Go1011teta 0, _ BASE END POSIT° PP 411 RAL END BOW/BASE RAIL 431 END WALL 5CtIEDULE • WIND 1'051 5P,CING 13' ANC1i0R5 11 EADER/RAI L CONN. CONNECTION - 90- 12o 5Q QC Sill/2009 (9CALE,WS) 00AM NTS) 130 4-0'GC EVERY GIBER BAY V 4 M5WItti* EVERY BAY'S' , �.., 0 iS&A ENGINEERING C[VtL-5T7ttUCiL1RAL 0 wax MI IND CO Allik \ ..---- 5911:RmisaacePLSuite11 Tell(419)292-1983 ts4 Toledo,ad)43623 Fes(419)292-0955 I 1 6L RIP6E-UNE----"w/ 1 i"k en { / rat 11 r ILI ' i"PILLETXIIy".L6.-• I I N.I 8"G/C STITCH I'ELD Carports R BOTH.51DE5- Inc.11 I in _ Q 1 . 5TA66ERED_-7YP TS-2.1/2x2 1x2 I46A. I60�OLi[S[ 2I/2"XI46A. aa�aw.aaa..-... PIDST Mov tAity,NC27030 5Q. 1115E 11 I X II DOOR JAM I MI400,1171-3597 Q 1-330114/11$ i i> X-1:16-I1114L22 v q ` r I •.RAL I ' 7,1_1_ DOOR RAIL 1 OWNER: TNT CARPORTS (OPTIONAL) { !i ANOHOR OI'ENIN6,ATYP.TS. �� I� x LOCATION: i s di 1H o i II I� y.EI JISAPER DESIGN CRITERIA VARIE�i t� t I 1 DESCRIPTION: I ESCR ON: — Regular A-Fram.-Vertical 1 Heitz / TYPICAL DOOR �,�' ` FRAMING DRAWING NO.' TNT 12 TO 30 r 1.2-o'MAX ,b"• tSralt:WS) DATE: B/11/2009 ilak OPENING lir PROJECT NUMBER: 032.09-0255 ' DRAWN BY: JMS TYPICAL FRAMING AT SIDE OPENINGS CriECKEU BY: OA (SCAM Nr3) DRAWING TITLE: Ts as X75 FLOOR PLAN RAFTER T52'SX2sBM SHEET NO.. ■ i/8' NIPPLE TO V LONG TS RAFTER. DF iP BASE RAIL 25'X775)I26A 79"X75' E:LOlifiT5275'X225'XI7 �eAL rASTENERS l'OR NIPPLE W/(4)505 BOW POST bA NIPPLE,SECURE BON ,^'y PASTCRS FOR 120 TO EA IV . ,q4 i i(2)2N1 EACH 23X246A. �oN EACH SIDE *. q, p 1 6'LON&TS2;25'X275'X12&A. SIDE N 2'C/C iw s 7� 'NIPPLE W/ (4). 5 PA51t!NB25. N $8 , - coNr 0:' 2 96 lU ON PEAR SIDE.N.ON FAR . 23')05' .d �- BASE L Did16CE'T5 !O Ts T +EADf s C F SIDE AND 111 ON EACH SIDE• SOW POST ' -:-' +EADE1¢ 5't)P FROH.51°LM JOINT �_ -i.` ' k Mb" NIPPLE TO ■ TAY NIPPLE TO Off E' /2 Lgl r BASE:RAL_ r BASE RAIL -9 Vie∎ ABU' 2 W/hEADER , o oo BOW/POST c) BOWIBASE RAIL 2 L'i0 CONN. DETAIL DETAIL o DETAIL ((CALCe N (deer NM m NM WALE:WM 11NTESCPEDe 5/11/2009 ....— ....—__ .. _ .., - 0 . , 1-- • 4-c-HEtzserver.--- - --- --- •-ANCHOR FOR 11 ,dg -Ardc A ENGINEERING ".‘k■i 1"1 GROUND rANCHOR CRITL•STRUCTURAL 0 COLUMN le'OST il 'SAND/CLAY A ' __../11141°) INC.TM 0 tO BASE-RAIL s% MIK-4"CONC. SLAB BY OTHERS st .BASE•RAIL tv• 'TO Wiltl?" RI S/4"0 ; 5911 Reorieweee PI,Steal Tel(419)292-I5 - r. "Toledo,Ohier4X23 Fax(419) r:D 411= 11=11= en 1=11 =11=-11: a 3.,---"Al zi Rivirp 3:t. P f A.s rim -LOCAL *11 =11=1; 11=11= CODE r=il rall-a41: si-* 171\17.11 CONC.roont45, ...it ,---11-111: iR g - ii- = BY oTHER5 i=t1= =14:714fi: \ :11r--1.4L_IL.mil=11=111= = f Al 11-0 Carports Inc. mos UNDISTURBED SOIL NOTE: 1050 WWI St. HELICAL ANCHORS ARE NOT TO BE USED Ir DRIVING 1.5"4,FOR 12'THRU 20'B1-06. BASE OPTIONAL ANCHOR MountAity,iiC27030 TORQUE INTO GROUND 15 LESS-THAN/50 FT-LES 24"4) FOR 22 THRU 30'BLD6. ON CONC. SLAB 1411111447-397 NO It: •HA121-1436-71194l1 ON-LEVEL GRADE DIG A 1872417)HOLE 42"DELT'AT OPTIONAL SECTION FAX-1416-T104122 EACH ANCHOR POINT.REPOSITION BASE RAILS HELICAL ANCHORS (SCALE:NT% OWNER; OVER HOLES AND DROP A GROUND ANCHOR TNT CARPORTS 15CALE:NTS) MIN.4"EDGE.1715T. THROUGH EACH HOLE IN BA5E RAILS.P111 EACH HOLE MTh 2500 PSI CONCRETE 1.2 I/2X2 I/2X1/4" LOCATION: MIN.4'C O N C. S T A T E G A. SLAB BY OTHERS ANCHOR AS PBt CEMOICRITERIA OPTIONAL A I BASE RAIL PIN ANCHOR DETAIL ON DESCRIFTION: a.'-------- ' R.g..,,,A•Trame-Vertical I Hoc's. CONCTRETE PIER FOOTING 121,11 DRAWING Na' TNT 12 TO 30 (SCALE:NT% LODE 3-44 DATE: stiii2009 CONY PROJECT NUMBER: 032-09-0255 • A 1=-0" 1 'DRAWN BY: jigs ALTERNATE, FRAME CHECKED BY: OA fLU,51-1 WI CONC_ DRAWING TITLE: NOTE: (SCALE:NTS) ANCHOR OPTIONS ' I: SEE SKr. 2 AND G FOR ANCHOR-REQUIREMENTS 3. AB6 11-9.D.ROD II/ , f — SHEET NO.: 2 oF8 2: ASSUMED SOIL I3EARING CAPACITY IS 1500 Psi "EMBED-'VP. • 3: CONCRETE STRENGTH TO BE 2500 PSI AT 28 DAYS FLAT KASHER(5) II IDE POST ..501. 12"ELEEVE BASE RAIL • r- SEE EHT./ CO n Of ANCHOR OPTIONS SCHEDULE lo.rummorlimmimmono• ,, . ,_,..... . -, . :a • , 0..zsGisTEAkioltik. . . WIND SPEED(MPH) CARPORT •REM ARKS • BO- 120 - I 40 WIDTH I 5/81'0X20" 3/4"0X20' TIRE). ROD EM13ED IN CONC ALL SIZES ca.c.SLAB OR FOOTER VW MIN.IT NIDE rt •Z" El • 2 5/ POCT 3/4"ØX I 01 INStKI WI EF'OXY IN CONC. All.SIZES x DEPTH AS PER LOCAL CODE(1.2"DEEP %.'4, 4entie • * plsino0FE.0.s2s818961.* '' o• - MIN)RAT MALL ALL AROMA,(BY OTHERS) Iii '''P 3 5/13440X7" 3/410X1 Cr EXPANSION DOLTS ALL SIZES m 4 " I/2"0Y7" 3/410X I Cr WEDGE ANCHORS IN CONC. ALL SIZ SECTION A-A E5 co (SCALE:NTS) 5 MCellf HOW • 12'THRU 24 ONLY\ MEWED. 5/1112009 L 1 II 6.........—..----- 7'4 �, I 1 12' TRU 30' REGULAR MODELS A&A ENGINEERING • _— -- Cr,th..• STRUCTURAL 0. •� ,n •� •G ,J'.—, INTERMEDIATE FIRS' ANO LAST I I 5911 Rrnsinoncr P:,SO=11 TrF(119)?9?-19Et ANGG40R5 fTYF! ANCHORS ARE ` 5911 R.,nhiu43f+_3 T (-I 9)292-IS i SEE THIS SHEET REQUIRED ON EACH i FOR SPACING ; 510E • FOR: L ! I '�N� CARPORTS, INC. luipr KM ENTRANCE DOOR t LJ tAw,Nm 2 ` Mount Airy,NC 27030 tri 1 i I I.W4-97•SMT 1 MAIN•14/6•119.1S It ENO HALL POSTS o FAX•I.1M HWt22 SEE SHT.5/'t FOR b Ill i (,] I SPACING THE INFORMATION GOWNED IN THESE DRAWINGS METRE qq W? SOLE PROPERTY OF AL A ENGINEERING.ANY REPRODUCTION N ' \ Q Q 1 I OPTIONAL GONG. PART OR WHOLE WRHOUF THE WRITTEN PERMISSION OF A AA w y�t1 1 l SLAB BY OTHER j § ENCUNEERINGISP OHE1TED• a ! j I j ti OWNER: TNT CARPORTS i �u I j I I ' LOCATION: STATE OF GEORGIA: I I I I AS PER DESIGN CRITERIA I j • DESCRIPTION: o �j �( �j 1j Regular Model MAIN BLDG.I SEE SHT 3/7F ORI I • DRAWING NO.: TNT 12 TO 30G/ 0,,..t1 SIZE!SPACING DATE: •• .• •. 3/2312007 G.J.-CONTROL JOINTS ON CONCRETE SLAB OPTION PROJECT NUMBER: MAX.20'X20' DRAWN BY: . JMS . PARTIALLY ENCLOSED, LENGTH AS PER CUSTOMER REQUEST • CHECKED BY: OA PULL?ENCLOSED; I2'THRU 20,MAX.LENGTH •45'-0* DRAWING TITLE: 22'THRU 26',MAX.LENGTH=55'-0 28'THRU 30,MAX.LENGTH=65'-0' FLOOR PLAN FLOOR PLAN SHEET NO.: 2 OF 7 ISGALE:NISI - SW 29GA.HALL ' (j1S T Eli\� 75 2-1/2X2-1/2XIA SA SHEATHING NO 0�% r3?6 GOVT.RAIL 8' m 2 1/2")GAGA.SO. ` %DG LINE, \ �,_, TUBE PROFESSIONAL. X1141.1 MMMMMt ANCHOR SPACING A• _ U WIND SPEED IMPn) CARPORT WIDTH j O.� O/GINEF4'�'..J tYTHP.0 20'BOO. 22'Tr:ZU 30 131D05 /Q .�tt om '-� 1 Nur TO[VERT OTHER �" ! ♦ •'0..\" . ANCHOR.SEE OPTIONS °0.120 bWW••MM.A NEXT rD EVtRYOGi:' ,� -, �•� RI J AND SPACING SHEET 7,7 l �'•'~� / •PIP.ST ANO LAST ANCHORS 130 i le r TO`-VERY eow bet Nev.TO EVERY BM r �`� K�� ARE REQUIRED ON EACH SIDE 1 / `„ DATE SIGHED 3/23 007 i , 111 A&A ENGINEERING .-- .- - i - C:4i3. Tr-a-et:mit: L 2 1/4'�SG TUBE---� 2 v4'SO TUBE--.\ VP -A.SIDE TOP MEMBER S91 I Rtnn"tn nc`PI,Su,tc IS Tel:(419)292.198 MACHINE BENT-TYR' ES TOP M--cMBER�, T1licdn,!)hin 4Sf?3 FAN:(4 i9)292-IMS I ® ` iii ;3 v PEAK BRACE--' FOR .- - �`�`'`\�-`` SEE SCHOOLS - IIII��� 410 1 N� CARPORTS, INC 1050 Worth St. 0 STITCH YSELD _�/ 212.50.--, Irz•xwGA.CHANNEL�� b Mount Airy.NC 27030 2 Irz"Xl4 GA.CHANNEL TUBE COIUMN`fit 24'LG.KNEE BRACE 1•EM•S9T•SS9T 2a•SO.KNEE BRACE I MAIN•IaM•199.3EO TYP.EA SIDE TYP EA.SIDE x FAX•1.7)6.199-U?' 4 2 114'50.NESS x r 'ID INTO f 2 1/2'X1404. tHE NPOR1µ7p8 CONTAINED EI,TNE9E MADAMS ARETHE . O.NBE BASE RAIL FIN,GRADE OR EOLE PROPERTY of AIL AEf+0P+EERINO.AMY IIE►IIODuCTIONN TOP CONC. PART ORRN0LEW,MOUT TNEWRITTEN PEMN96060f A4A 2 1/2'XI4GA.-, FIN.GRADE at 840INEENNO0PR0H01T90. 0A5'5 RAIL TOP OF GONG. OWNER: IS-8'THRU 25'-e•NOMINAL k TNT CARPORTS ---.. _ ---- - --- - -(12-61:005,124101.26'BL _ _ 21'45•THRU 29'-9'NOMINAL- - __ - - ----- LOCATION:" _.-. - (22'BLPGS,?MRS 30'137.1765. STATE OF GEORGIA: TYPICAL DOUBLE BOW"DB" TYPICAL SINGLE BOW"515" AS PER DESIGN CRITERIA BUILDING SECTION BUILDING SECTION DESCRIPTION: ,5) PEAK BRACE SCHEDULE IECALe.um) Regular Model OE NOT WIDTH SIZE LENGTH DRAWING NO.: TNT 12 TO 3001 INSERT TO BE FULL HEIGHT. FIELD BOLT W/TEKS 12 2 I/2XI4GA.CHANNEL 2'-0" DATE. it I 2X I" @ 12"C/C- STAGGER OPPOSITE FACE 14 2 1/2X1404.CHANNEL 4`-00 3/23/2007 16 2 I/2X14GA.CHANNEL 6'-0" PROJECT NUMBER: 18 2X I 4GA.50.TUBE 8'-0" 20-22 2"X I4GA.50.TUBE 10'-0' DRAWN BY: .1MS 24-26 2'X I 4GA.50.TUBE 14'-0° CHECKED BY: OA 28-30 2%1 40A.50.TUBE 16'-0 DRAWING TITLE: . TYPICAL BUILDING - SECTION SHEET NO.: 3OF7 • 5EN BOW SCHEDULE (TOP 4 COLUMN MEMBERS GAUGE AND SPACING) A VI ND(MPH) 90-100 1 10 -120 130 (V; GS ROUND BLDG. 4 WIDTH BLDG. 4 WIDTH BLDG. 4 WIDTH P'O,STER-��* irC'N0. 028896 NOW(PSI) 1 2-20 22-26 28-30 1 2-20 22-26 I 28-30 12-20 22-20 28-30 PROFESSIONAL 10 'F. 1404. S.B.,0'60" 12CA. 5.8. 0 66- 1404. D.B. 0 54'1204. 5.8.0 60'1204.5.8.0 60-1404.0.8. 0'54" 1204. 5.8. 0.40 1206. SA.'0 48' 14CA.0.8. 0 48"1 P 1206.5.0 p+5a 14GA.5 6.0 54' ,4GA D.B.0 54' ,26-A.5.0.18 54' [EGA.5.8.0 54' ;4GA.0.5 0'46' 120A.5.B«y 40 1206.5.15 0 415' 1404 0.8 0 40' 20 F 14CA, 5.8: 0 E0'120A.5:8. 0.60" 140A.O.8. 0 54'1204:5.6.0 60' 1204.5.8.0 60"1406:0.8. 0 54" 12GA. S.8 0 40.120A. S B. 0 4B"1406.D B:0 48" O"�71 �VGINE�� P 1206.5.8.c¢54• I4GA.515 a 54' +4GA.D.D.a 54' 1206.5.0 0 54' 1206.5.8.44 94' 1.4.4.D O.ag 415' 1266 5.0.4S'46• 1204 5.6.tg•15• 1406 D.B.2 40' "R 4 :U 30 F 144A.S.B.-O 54' 1204. S.B. O 54'-SAGA-0.8, O 54`1204. S.B. O 54"1204.5-B.0 54' 14CA.D.B. O S4"12CA. S.B. 0 48"1204, Ss. 0 48'1404.D.B. 0 48- 5.5. = SINGLE BOW t �..� / P 12GA,5.8.,O 46'I 1204.5.0 "g 45• 1404.05.c 3 54' ,204.5.5.C:42' 12GA.5.D.A 40' I D.D.all 46'I 12GA.5 5 a 42',12GA 5.5.16 42' 1406 0,0.0`4r' D.B. = DOUBLE BOW T I 40 F 14GA.S.B. 0 48' 120A, 5.8. 0 4B" 14G'A. D.B. 0 48'1204. 5.8.•0 46"1204.S.B. 0-46• SAGA.0.8. 0 48"1204. S.B 0.42"12CA. SE. 0 42 1404.D.B. 0 42- F = FULLY ENCLOSED(CLOSED) _ P 12SA.5.0., a2• +2GA.5.D 0 42' 12GA_15.0 1 s 40'I,2GA.5.5.3 42'1 1204.5.5.0 42' ,4GA-D.D.0 42' +2GA 5.D Or 36'I,2GA 5.0 ,g 42' 1206.0.0 48 42' P = PARTIALLY ENCLOSED(OPEN) DATE Smace 3/2 - 2007 --:TEE: SHEATHING. 2cIGA.. CORRUGA.';EG GAL`,/. OR A&AENGINEERING ------- _,( affil TF^ - MAUI RfF� H' ='1"(Fv_cOKSI) o_ lii aryl?.• STIW TURA1. r I STEEL SHEATHING g # Tn1et t •4,(_;.s :.0 1x. a19)272a9R5 >91 I Hen:un:,m a TeF f V'f. OPTIONAL SIDE I T :t PANELS FOR FULL — — _ - H - ...r— * /-----, FOR: - '�MOMS \ / �N� CARPORTS,-INC � 1050 Worth St. Mount Airy,NC 27030 LSW-S91,097 6" TYF. J NARK.74364S9•II11 FAX•1.3s019-1111 /0 }- Elf NtFOWANN7NCONTNNED W THESE ORAWWGS METRE SOLE PROPERTY OF AG.AENGINEERING ANY REPRODUCTION ft I 3 , PART OR WeRtE%MOUT'NE WSOTTEN PERMISSION OF A 8A I L ENGINEERNGISPRDFN/RW. V INTERMEG ATE 0 OWNER: TNT CARPORTS 6"ANCHOR ANCHOR SEE . F 1 G. PE—TAIL - - 15-REC3 AT SCHEDULE — — x X SEE SHT. X END E)OW5 ✓/ ------- ---.— 1❑` 1,0 TION: — ;o 12 STATE OF GEORGIA: J TRIM DETAIL ) AS PER DESIGN CRITERIA I DESCRIPTION: SEE SHEET 317 FOR MAX (SCALE:NTS) Regular Model j/SEE ,� / DRAWING NO.: TNT 12 TO 30GA / LENOTH AS PER CUSTOMER ORDER / DATE: 3/23/2007 PROJECT NUMBER: TYPICAL SIDE ELEVATION DRAWN BY: JMS I/6'PILLETXI-1/2'1.6.R➢3'CSC (SCALE:NTS) CONT.WOE TRIM 2PX2)j-296,A ALUM MOLE CHECKED BY: OA STITCH WELD BOTH SIDES- • ATTACH W/TEKS SCREW W/NEOPRENE/STEEL STAGGERED-TYP. STEEL SHEATHING WASHER EVERY 2 RIBS AS NEEDED PER SHEET DRAWING TITLE: 3 (5EE FASTENER SGHED.FOR MFR.•5 RECOMMENDATION ATTACHMENT) ROOF PANELS-- . SIDE ELEVATIONS AND 7 STEEL SHEATHING is SECTION SECTION DETAILS 7 111 (SEE FASTENER SGHED.FOR 'R�"I ili ATTACHMENT) I SHEET NO.: 4 OF 7 --""•���� NOTCH LDV R BENT- 116.ROOF BENT:(AT Tb') �t� FOSIDES-HELD a� ROOF BENT SEAL UPPER$ENT-WELD ALL \ (SEE SGHED.FOR TUBE SIZES) GALE.OR EO, `� SLEEVE TOP MEMBER INTO ROOF BENT,(A"'=" ui_o EDGE DETAIL 2 40 Gt5 T E EG/`Qy KNEE BRACE fI 5TM,MEMBER p GALV.OR Tn„ .-- r • 4 e' \ 7� III Q (SCALE:NTS) * No. 076896 fY /// W KNEES AGE g' N,t.' t'ROFESSSDN- Ou.0 DOUBLE BOW 0 SECTION PET.• ' A ,gU�; (SCALE:NT SINGLE BOW t =:„,�� FA5TENER ECHED.:TYPE:TErS#7 2XI'SL .. . W/ SECTION DETAIL 4 NEOPRENE/5TEEL WASHER @ 6'GC OF CORNER PANE. AND 9'GC ELSEWHERE. MIN.ONE FAST. PEP.SPAN AT oxTC5GNT0 / SIDELAP PANELS (SCALE-NTS) : 3/23/2007 • __ _ A&AENGINEERI?d E 3 ° 2 5 CIVIL• STRUCTURAL 1 E E a 1---0/41° i 1 :--------^ 1 12 I X X 1 5911 RenaissancePl.,Su' 11 TO /419)292.15 3 ��'�=31 12 12 Tnlcdn,U -f ltw♦3621 Pas:( 191292.(15 9K BK. — —.— —FOR: / T5 2 /2 X 2 In-145A. 1 i f Fi CARPORTS, IN( \ - 4 T5 2 In X 2 1/2.146A-N\f// 1050 Worth St. 4 Mount Airy,NC 27030 • -, 1.116b19T4Sat O /MIN•I•})a.TYY•i}Ii FAX.l.31WTt94111 X ANGLE BRACKET a I 0 N(.2'X1•SCREN6 ANCHOR-Tl'P PER MEMBER-TYPL EA.SIDE THE UffOR W110NF A&*ENGINEERING.THESE own:maw E T IO-6 SOLE PROPERTY • I -11- I OR MOLE valour THE WRITTEN PERMISSION OP 1..& �'—YI- I ` -1 t ENOIHEERIN3 is PRddanto. 6 SEE SCHEDULE 4, b„\ \ BASE RAIL-/ ` OWNER: _ — — -- — —�— OWNER: _ TNT CARPORTS r i 2a'-a'MAx. __._____-_ LOCATIdN: 24'-9'MAX. - STATE OF GEORGIA; END WALL WI OPENING END WALL AS PER DESIGN CRITER (SCALE:NT5) (SCALE:NTS) DESCRIPTION: Regular Model DRAWING NO.: TNT 12 TO 30( DATE: 3/23/2007 PROJECT NUMBER: T5 2 1/2x2 I/2-I46A 25O'X250'X146A. DRAWN 8Y: JMS ��`■-"� POST END POST 2•X2•X2'155k ANGLE CLIP CHECKED BY: OA SECURE TO POST AHD HEADER 2S0'X2.50•XI4GA IV lf4•X9/4'505 FASTENERS DOOR 1 Ey i HEADER (2)oN EOTTOM AND(2)OH DRAWING TITLE: OR RAIL v �4 SIDE(2 RE0IRRED) END WALLS AND 111111 1 X �s�� OPENINGS 1 0 i�' SHEET NO.: OF 7 I s o 1 /2'x 1 ln•x2~ISSA 111 CLIP ANGLE SECURE TO END POST TO A BOw POST AND BASE SeAL f1EADER/RAIL CO11. © ► RAIL NOV 114•X9/4• TYPICAL DOOR `I�lPi "K- R 6,i (SCALE:NT5) "ir`f-��;illr� i5 FRAMING j."_I, T5 2.5'X?5'X14GA (4---0 ,G,ISTE,gcd'7* 15CALEr K CONTIHUOU5 BAS RAIL NC. 0296 MAX. END WALL OPENING END BOW/BASE RAIL © PROFESSIONAL ( CARPORT MAX.POOR HEADER CONNECTION WIDTH WIDTH SIZE (SCALE:NTS1 Q/)_ �GI� P 12•-16' - a' 75 2 I/4x 2 I/4 _ l2GA. MAX. POST SPACING "5" qf9 NeNc 1 8' 10' T5 2 I/4X 2 I/4 - I EGA. END WALL SCHEDULE 4 ANCi10R5 ~+�� 20'-22' _ 12' ( T5 2 I/4X 2 114- I EGA. W19)P POST SPACING — �" 10-120 5'-0"_ E`/ERYOTMER E3AY '5" OMTF%SUED: 179.9 20117 -- '." w031LE HOME — ---. —�I! "EDGE DBE" _ ' A&A ENGL I ]-G- ANCHOR FOR )• X I 1 CIVIL• STRUCTURAL SROUND ANCHOR jANGlGLA 7 GJLUMN POS?—.. I 6P.5E RAIL _ �r - �_� MIN 4"GONG— BASE RAIL /4'6 SLAB BY i9lfRrnnccPi.,Sr"rcli Tx:00i2927tl? jifr �—�;; OTHERS t� • Tn)ttln.tiro a%r23 Fax:1191 292.rM755 i LOCAL FOR: 11((1 g (2)4"9 N CODE 2 04 :-N�' CARPORTS, INC. I �If 4 CONT.� 1050 Worth St. GONG. FOOTING t tl NOT BY TNT I- I(- Mount Airy•NC?70]0 1 11=,11 II' IP=II wuaswaHl If;7t —11 I 1=41 A 1.-0" MAIN•r.NL1Hd1Nt i 171_11 f ruc•1.11F1N.11L UNDISTURBED SOIL NOTE: IS"m FOR 12'THRU 20'BLDG. I. HELICAL ANCHORS ARE NOT TO BE USED If 24'9 FOR 22' THRU 30'BLDG. DRIVING TORQUE INTO GROUND IS LESS OPTIONAL ANCHOR THE WF ORMARON tbNTANEDN THESE DRAWNGSARE THE THAN 150 FT-LB5 ON CONC. SLAB SOLE PROPERTY ORA A A ENGINEERING.ANY REPRODUCTION IN PART OR%SOLE WITHOUT TliE WRITTENPERNSSION OF A&A NOTE: ON LEVEL GRADE DIG A 1.5724"0 HOLE SECTION ENGINEERING'S PROMISED. - 42"pEEP AT EACrLANOtLOR POINT. REPOSITION OWNER: TNT CARPORTS -- OPSIONAL — —sseALE.-NT5}--- ---_ ---- - —. . . BASE RAILS OVER HOLES AND DROP A GROUND LOCATION: ANCHOR THROUGH EACH HOLE IN BASE RAILS. HELICAL ANCHORS STATE OF GEORGIA: . FILL EACH HOLE WITH 2500 PSI CONCRETE (SCALE:NTS) AS PER DESIGN CRITERIA OPTIONAL _P DESCRIPTION: IN ANCHOR DETAIL ON s" Regular Model CON CTRETE 1=OOTI NG A36 Two.ROD Pli I X f DRAWING NO.: TNT 12 TO 30GA 5' EMBED.- TYP. SIPE POST (SCALE:NTS) FLAT HASHER(5) 1� DATE: 3/23/2007 12"SLEEVE BASE RAIL .� PROJECT NUMBER: —=� OREY - DRAWN BY: SGRErrs- J MS ° SEE$HT.b CHECKED BY: OA • DRAWING TITLE: RE a° ° . ° ANCHORAGE OPTIONS GENERAL NOTES: SHEET N0.: 7 OF 7 GONG.SLAB OR FOOTER W/MIN.IZ"WIDE I. SEE 511EETS 2 t 5 FOR ANCHOR REQUIREMENTS X DEPTH AS PER LOCAL CODE(12"DEEP MIN.)RAT PALL ALL AROUND NOT BY \ 2. ASSUMED SOIL BEARING CAPACITY IS 2500°SF TNT) R SECTION A-A (5'AL ;�� '°C \_ ANCHOR OPTIONS SCHEDULE .w�' �o'WIND SPEED(MPH) CARPORT (SCALE:NTS)REMARIS 0.02z;B 3 90- 120 130 WIDTH PROFESSIONAL I 5/8°0X20" 3/4"0X201' TURD. ROD EMBED IN CONC ALL 512E5 ' ' 2 5/8°0X7" 3/4"0X 10" INSERT WI EPDXY IN CONC. ALL SIZES 0 2. ENGINE ,-N/ 3 518°0X7" — 314"0X10" EXPANSION BOLT IN CONC. ALL SIZES _1.4 4 112"0X7" I 314"0X 10" WEDGE ANCHORS IN CONC, ALL SIZES 5 MOBILE HOME'MOBILE HOME 12'THRU 22'ONLY DATE5ra15D. ,3/ 3/2007 10/14/2009 21:03 FAX Z001/009 :S1NE1F WIOD 600Z :gLyQ =, I JO Sa Vd :X�'d �1l C� :L1IO2I3 :01 L6S£-L65-008I 0£OLZ DH` 1Pi lunQ}4i NI AII°H OL I .3UI «eii N 15°2 I' 28' E 59. 98' 119.8' 5/8" IPF I b m COR. CONC. BLOCK V . 0 o 0 V 4 9.9'• ° F- _ o w 0.3' U cc 1- PATIO SCREENED PORCH m U N = Z T z I- 34' A w - y w .1 A O I PATIO z O Z. a J /� W N v N Z V• A I STORY BLOCK RESIDENCE U N -1 0 LOT 92-B c' LOT 90-B A r M1 20.6 d 9.9' fl7• y �I `�~ � 6.41 X y N t I CO til NI OT 91 - B L x 6' WOODEN FENCE N 16° 17' 36' E WOODEN FENCE 60.W x O v x COR. CONC. BLOCK COR. CONC. BLOCK S 15 1 6 2 1 W 60■ 04' LOT 91-A PLAT OF LOT 9 1 - B , WARD NO. 4 , TYBEE ISLAND , CHATHAM COUNTY , GEORGIA STREET ADDRESS: 1506 JONES AVENUE FOR : RONALD L . CHADWICK 8 8 ROBERTA C. CHADWICK EQUIPMENT: LIETZ SET 4 ACCORDING TO THE F. I . R. M. ' ERROR OF CLOSURE: DATED 6/ 17/86 THIS LOT IS LINEAR: I/ 12, 100 WITHIN THE 100 YEAR FLOOD 0.OR; I4 ` ANG: 8" /ANGLE BALANCED BY: L. S. Q-4/c) �/, PLAT: 1/ 353, 000 J. WH I TLEY REYNOLDS `a o. 24�.� _Q`. LAND SURVEYOR �, ,t,-;‘" , P. O. BOX 30205 a SCALE : a" = 2�, SAVANNAH, GEORGIA 31410 `� 'URV �o DATE ,..; OCTOBER 5t- -'_993 TELEPHONE : 912-352-0464 4 E Y RE F ILEA- . 93-573 FAX : 912-352-7787