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scope of work 4 J APR 0 4 2019 I 1 ILI TOWN OF QUEENSBURY BUILDING&CODES p 73 co —I cD 5. r- a' x W Z IrQrn Ir m f � svz�s..wza s wu s '; w" /y t=,rtr.xiremvo,-,t,.wL�,:a�a1!.�a§nswt`.cz`5tiaaed.>,t .tx k r ��i `,Y o`,ArV+I \ ,. V-041,,,,,',,,N4,,,,,.1 k 'KAI. . ' .„,,,,...::..,:lt.:Ii.,,,,,‘„,„..1. j .11 ,,,,-.1,,,,,,,,,i 1. .__._. '___ i��rF r P. '.) ' fc f 1 --"---.---—i—- 1',::'.,".1.':' ' `�Ir/' f R.I. rdtsA Nle 72E r lit L ola ti y 17 4e. I C:J 2 t Carolina Carports, Inc. . twit$r, >« • ear E TOWN OF QUEENSBURY APR O 2019 BUILDING DEPARTMENT Based on our limited examination,compliance STRUCTURAL DESIGN with our comments shall not be construed as OWN OF ptfEENSBURY indicating the plans ana specifications are in HIGH SNOW PACKAGE T BUILDING&CODES full compliance with the Building Codes of New Yortt State. ENCLOSED BUILDING MAXIMUM 30'-0" WIDE X 20'-0" EAVE HEIGHT- BOX EAVE FRAME AND BOW FRAME 6 April 2017 N c0 C Revision 1 a O0 3 j M&A Project No. 162085 i Prepared for: n _Ei Carolina Carports, Inc. o' 3 187 Cardinal Ridge Trail ;U - Dobson,NC 27017 0 D 70 U) G -I CA --I CD p Prepared by: 3IV " Moore and Associates Engineering and Consulting, Inc. 0o ' o 1009 East Avenue cn North Augusta,SC 29841 -h to 401 S. Main Street,Suite 200 Mt. Airy,NC 27030 -�OF N` - . ► .� �1\fi ' . i1 rAjiIr �xf I I ...iii 116. . c,-)„ _ ,idou :T rTi Lij 1 \ L 1 MOOcRE ANO ASSOCIATES c 'p/t I IT a ENGINEERING AND CONSULTING p�O�$$9a6 ��t�,'f of NE ,Y �.,�:- s. , Cap .►ILA+®' ‘,„,,,, 'Ali m W 0o 096986 (C..- ''?oFESS1O CAROLINA CARPORTS,INC MOORE AND ASSOCIATES DRAWN By. IT MIx30'HSP ENCLOSED STRUCTURE ENGINEERING AND CONSULTING, INC. CHECKED Br. PDH PE SEAL COVER SHEET THIS DOCIJCNT is THE pSOPtRTY Cr KM ma ASSOCi►TEs ENSOCUNC ma PROJECT NGRA VSN PATE. 4-6-17 SCALE. NtS AI M. 16200S tMcIS�DOTdJCc.NTEIt ttttI city CPRMlgnNs OW i4 itHCR�Cw ii my CLIENT, CAROLINA K WWIZCI TO USN. ICTIGI. 4ARPSRTS tSHT. IA DWG. NO: SK-3 REV, I Eof NEW II tii 2r,,1 m ttt rl► r y j� rs ! 1�4A �969819��ESS1 CAROLINA CARPORTS, MOORE AND ASSOCIATES DRAWHY= a 30'x20 HSP E CLOSED STRUINCCTURE ENGINEERING AND CONSULTING, INC. CHECKCD BY, PON PE SEAL COVER SHEET Tits socticWT Is TIC PooPterrr or woos me ASXXIATC$ C*1CCRItfi aN PROJECT KIN VSN HATE. 4-6-17 SCALE. NT$ AH NO 16206S SC ten Or MIIR RoXYCNI IS�1CTTLLT PROMIT tiourcb BDiNDD MIT I faDUjCNT IMPL OPTING.OR It�CREtLO1 mAT CLIENT= tattoo IC suIXCT TO LCGRL.aCTIOL CARPORTS $HT. II DVG. NO: SK-3 lIEV.E 1 DRAWING INDEX SHEET IA PE SEAL COVER SHEET (SHEET OF 2) SHEET 1B PE SEAL COVER SHEET (SHEET 2 OF 2) SHEET 2 DRAWING INDEX SHEET 3 INSTALLATI❑N NOTES AND SPECIFICATIONS AND TYPICAL SIDE AND END ELEVATIONS SHEET 4A TYPICAL RAFTER/COLUMN END AND SIDE FRAMING SECTIONS (BOX CAVE RAFTER) SHEET 4B TYPICAL RAFTER/COLUMN END AND SIDE FRAMING SECTIONS (BOX CAVE RAFTER) SHEET 5 COLUMN CONNECTION DETAILS (BOX CAVE STRUCTURE) SHEET 5A COLUMN CONNECTION DETAILS (BOX SAVE STRUCTURE) LACED DOUBLE LEG AND DOUBLE COLUMN OPTION SHEET 6A TYPICAL RAFTER/COLUMN END AND SIDE FRAMING SECTION (BOW RAFTER) SHEET 6B TYPICAL RAFTER/COLUMN END AND SIDE FRAMING SECTION (BOW RAFTER) SHEET 7 COLUMN CONNECTION DETAILS (BOW RAFTER STRUCTURE) SHEET 8 BASE RAIL ANCHORAGE OPTIONS SHEET 9 TYPICAL END WALL AND SIDE WALL FRAMING SECTIONS (BOX EAVE) SHEET 10 TYPICAL END WALL AND SIDE WALL FRAMING SECTIONS (BOW RAFTER) SHEET 11 WALL OPENING DETAILS SHEET 12 WALL OPENING DETAILS SHEET 13 LEAN-TO OPTIONS (BOX EAVE RAFTER) SHEET 14 LEAN-TO OPTIONS (BOW RAFTER) SHEET 15 VERTICAL ROOF OPTION END AND SIDE ELEVATION AND SECTION SHEET 16 BASE RAIL ON GRADE APPLICATION SHEET 17 ❑PTIONAL BASE RAIL ON TIMBER BEAM SHEET 18 OPTIONAL BASE RAIL ON TIMBER BEAM WITH SOIL NAIL SHEET 19 OPTIONAL CONCRETE STRIP FOOTING SHEET 20 OPTIONAL HEADER �� NE0/ Ay- iffert4 % * 1091: rn m I I 1'7 6 >9.°FSSSI0N5''� CAROLINA CARPORTS INC MOORE AND ASSOCIATES 1711A1.1N BY, LT 187 CARDINAL RIDGE TRAIL ENGINEERING AND CONSULTING, INC. [NECKED BY, PDN 30 x20'HSSP ENCCLOSED STRUCTURE THIS SCORER' IS tic m,OrclTT or i t Aw0 KUICIATCS c*IicrRDG AND PROJECT mGR• VSN DATE, 4-6-17 SCALE' NTS J01,1Na 162065 COfS,LTIwG roc IMWTN0R12CD RCPRppucTKON,cOh'IK.OR COWRY MR USC tsIS =boa IS STRICTLY T'RO41IITCI AND ANT NeRINGCNCTTT TICRCIPO1f1 MAY CLIENT, CARQINA K PYIJccT TO LEGAL ACTIOL CARPVITS VT. 2 DWG. P SK-3 IREv I BOX EAVE FRAME RAFTER STRUCTURE (Sheets 4A, 4B, 5, 5A, 8, 9, 11, 12. 13, AND 15) V XA Ca A➢,t AK ) 4(LL-UP DOOR SWit .N;: Deice DES• alePRE otr,SIAC (AS APPL ICAlltE I tAS APPLICABLE) LOW • t278 PSI, -2J6 PSI) + DESIGN PRESSURE DESIGN PRESSURE LOW •(183 PSI. -20A PVT LOW • <208 or, -226 POF) I I I 6` l TRIM I TRIM 7 y, �~ j 1 E' s! I 1 �f 1 1111 LENGTH VARIES DEPENDING ON 1 KINDER AND SPACING or RAFTERS 1 I MAXIMUM RA/TER SPAN?V) TYPICAL SIDE ELEVATION-HORIZONTAL ROOF TYPICAL END ELEVATION-HORIZONTAL ROOF <)n_ - SEA E HIS BOW FRAME RAFTER STRUCTURE (Sheets 6A, 6B, 7, 8, 10, 11, 12, AND 14) V.r3O1.1;AS AnPL.0 ABS C _ ESICN PRESSURE 40LL-UP DOUR--.T.-�--�- _._._- ;-SWINGING DOOR LOW •(2l B PSI, -23.6 no (AS APPL ICABLE> (AS APPLICABIE> DESIGN PRESSURE DESIGN PRESSURE toy •'1E15 PSF, -204 PSI) LOW • T208 PSI. -22.6 PSF; ... �� F NE+A- Il 6. "R.**,<" / ; ', 0 Y� Iy }> f � . NMI I , (e ' ' O 096f166 1 LENGTH VARIES DEPENDING ON I - NUMBER AND SPACING DI RAFTERS MAXIMUM RAFTER SPAN IV) TYPICAL SIDE ELEVATION TYPICAL END ELEVATION SCALE NTS SCALE Hay INSTALLATION NOTES AND SPECIFICATIONS I DESIGN IS FOR MAXIMUM 30 WIDE x 20 EAVE HEIGHT ENCLOSED STRUCTURE 2. DESIGN WAS DONE IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE (FOC) 5TH EDITION. 2012 NORTH CARO:,INA BLI.DING .ODE. 2006 INTERNATIONAL BUILDING CODE (IBA), 2009 IBC, 2012 IBC AND 2015 IBC 3 DESIGN LOADS ARE AS FOLLOWS A) DEAD LOAD - 15 PSF B) LIVE LOAD 12 PSF C) GROUND SNOW LOAD 65 PSF (35 PSF 8 4'-0' ❑C SPACING, W S 24') 4 LOW ULTIMATE WIND SPEED (LW) 105 MPH (NOMINAL WIND SPEED RI MPH) MAXIMUM RAFTER/POST AND END POST SPACING .4.0 FEET 5 LOW HAZARD RISK CATEGORY I (WIND) 6 WIND EXPOSURE CATEGORY B 7. SPECIFICATIONS APPLICABLE TO 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 2 1/4' x 2 1/4' 12 GAUGE TUBE STEEL (TS) FRAMING MEMBERS (UNLESS NOTED OTHERWISE) 8, AVERAGE FASTENER SPACING ON CENTERS ALONG RAFTERS OR HAT CHANNELS, AND COLUMNS (INTERIOR OR END) _ 8' DC (MAX) 9. FASTENERS CONSIST OF R12 14x3/4' SELF-DRILLING FASTENER (SDF) USE CONTRO, SEAL WASHER WITH EXTERIOR FASTENERS SPECIFICATIONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS, AND ROOF SLOPES OF 14' (312 PITCH) DR vlSS SPACING REDUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY 10 ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER COLUMN ALONG SIDES It. GROUND ANCHORS (SOIL NAILS) CONSIST OF 64 REBAR WI WELDED NUT x 30' LONG IN SUITABLE SOIL CONDITIONS OPTIONAL ANr;MORAGE MAY BE USED IN SUITABLE SOILS AND MUST BE USED IN UNSUITABLE SOILS AS NOTED NOT ALLOWED FOR HIGH WIND APPLICATION. 12. WIND FORCES GOVERN OVER SEISMIC FORCES SEISMIC PARAMETERS ANALYZED ARE SOIL SITE CLASS = D RISK CATEGORY I/11/I1I R. 325 Is. 10 SW, 1522 V= Cs0 St,. 0 839 NC MOORE AND ASSOCIATES CAROLINAPORTS, AI BRAWN 6Y: LT IH7CARDINALRICIGE7RACL BSON,NC 27017 ENGINEERING AND CONSULTING, INC. CHECKED BY, PON 30'x20"HSSPP ENCCLOS D STRUCTURE TNIs IOCuO(T Is THE PROPERTY or WOK HID ASSOCIATES tSGINEEWING MID PROJECT KIt( %SM AT 4-4-B? SCALE' NTS All * CAMS nos T use cr DOO CHT IS SSTRICTTLL,P III AND4MY nil cot ITHGit NAY CLIENT, CAROLINA K SWEET TO LCGM. hoot CARPORTS VT. 3 OvG T;1. SK-3 'PEVs 1 29 CA..GALVANIZED METAL ROOF AND WALL— PANELS FASTENED TO RAFTERS AND POSTS WITH fit-(401a'SDr'S WITH CONTROL SEAL 29 CA GALVANIZED METAL ROOF AND VALL NON-S MC idtAL WASHER E AVERAGE 8'DC (MAX) SPACING PANELS FASTENED TB RAFTERS AND POSTS OPTIONAL MEMIERS\ WITH Al2-1A:3/4' SDI'S VPTH CONTROL SEAL (TAP.) 1t NON-STRUCTURAL WASHER @ AVERAGE 8'D.C-(MAX) SPACING dirk i2 OTAAL ler — '. TA ((TAPONAL MEMBER ii 1 Aft 1EV VP All fi� . 5A / z '+� 1. Ts ROOF RAFTER y — a- ^, 1 TS ROOF RAFTER ' _ TS 2 tl<y2 lti-i2 GA -, J 11 7: i ) TS 2 1l4:2 1l4-12 GA. \! 1j 61 Yz Ili _ I1l -TS COLUMN TS COLUMN CI DOUBLE LEG DOUBLE LEG L. . £ -ITS COLUMN TS COLUMN . °p SINGLE LEG SINGLE LEG SA 5 Il 111, VASE RAIL le , t-Crr 24' C V i 34' MAXIMUM RAFTER SPAN 2a' t W 4 3D'MAXIMUM RAPIER SPAN TYPICAL RAFTER/COLUMN FRAME SECTION TYPICAL RAFTER/COLUMN FRAME SECTION SCALE. I,. SCALE NTS 29 G. LAL'4'AN(ZCD ACTAL ROOF AND VALL'•), PANELS FASTENED ID RAFTERS AND POSTS -• SEE NOTES VITA M12-14:3/A' SOFT V1TH CONTROL SEAL 1 (SMLT 3) NUN-StRUCTURAL-5 WASHER P AVERAGE 8'OC-(MAX)SPAC(NG FOR OPTIONAL HERDERS 1 MAOIMUN OAP) A AI SPACING AI 5. 11'i ....... 057e7"*"....frv. 12 {i i [1 , Tiar -- f 1 K - TS ROOF RAFTER F TS 2 lfax2 IL4-12 GA. . € , it 41."'ilab.4.-. 1 13 cc i - I a I F m •�11 rr Iw fi 9 1 1 , qQ �.t� — ;1 I # 3 MY BN i-b' 1 i LENGTH VARIES DEPENDING ON RA ( W S 3D' MAXIMUM RAFTER SPAN NUMBER AND SPACING DI RAFTERS TYPICAL RAFTER/COLUMN FRAME SECTION TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION SCALE NTS SCALE NTS CAROLINA CARPOR15,INC MOORE AND ASSOCIATES DRAWN BY, LT 187 CARDINAL RIDGE TRAIL DOBSON,NC 27017 ENGINEERING AND CONSULTING, INC. CHECKED BY. PI1N 30.x20'HSP ENCLOSED STRUCTURE THIS DXI,CMT II THE PQPPERrr or woo( AND ASSOCIATES ENOUCERING AND PROJECT PSjRT VSM DATE' 440-17 SCALE, NTS JOB Nck 162085 THE IIS S I.J C$TElt s SIC LY zto gBITED M1iD hat irir'RINIZIC I TICTHERCIPCN Nair CLIENT, CAROTIN, K ETALECT TO LEGAL KUCK CARPORT£ SHT. AA DWG. NO SK-3 REV, I 18 GA U-CHANNEL FASTENED TO RAFTER WITH(2)1/2'e GRADE 7 29 GA,GALVANIZED METAL ROOF AND VALL- BOLTS Fpl 19' K V L 24 RAFTER PANELS FASTENED TO RAFTERS AND POSTS la GA U-CHANNEL FASTENED TO SPAN AND(A) AIR 1443/4.SDP& VITH 012-1443/4• TV'S WITH CONTROL TEAL RAFTER ITN(2) 1/24)GRADE 7\ FOR V L 19•RAFTER SPAN At WASHER!AVERAGE B•OL.(MAX) SPACING 29 CA.GALVANIZED HETAL ROOF AND)(AL.L"�� ➢OS F''R 19'K V C 24` RAFTER 1 PANELS FASTENED TO RAFTERS AND POSTS EACH END SPAN AND(N AFTER SPAN SDF'S 1 V1TH AR-IAVE A•SDF-S VITH CONTROL SEAL 1 �� TS ROOF RAFTER TOR V L vs RAFTER SPAN AT \ VASHER t AVEIIAGE 8'DC<HAx.1 SPACING CAEN END ----`3 n�1 12 TS ROOT RAFTERVP, la .1'�"s4101k • �] ill -................./ • 1-1- 1 'f { 1 a 1 • Y E a ` —IS COLUMN I COLUMN-- ' 44 11 d DOUBLE EG DOUBLE LEG a i x i----TS COLUMN TS C0.U7N1 I d SINGLE LEG SINGLE LEG i ifill j !1 RASE RAIL { 1 D V i 2a MA%INCH RAFTER SPAN I V S,24 MAKIMUM RAFTER SPAN -1 TYPICAL RAFTER/COLUMN FRAME SECTION TYPICAL RAFTER/COLUMN FRAME SECTION SCALE NTS SCALE NTS 18 GA U•CHANNEL FASTENED TO RAFTER WITH(2) I/2'R GRADE 7 ` RN CA.GALVANIZED METAL ROOF AND WALL BOLTS FOR lR'< V L 2A' RAFTER 1 PANELS FASTENED TO RAFTERS AND POSTS SEE NOTES SPAN AND (A) 112-I4 3/4* SDF•S x` WITH Al2-t4.3/A• TDF'S WITH CONTROL. SEAL (SHEET 3s FOR V 5.ITV RAFTER SPAN AT ` WASHER 2 AVERAGE 8'DC (PAR)SPACING FOR EACH END \j\\ MAYEHJX AliAttikeli®� 'TS ROOF RAFTER SPACIN• 4s".D• j I 41I wI. A� r� 110W64 , ;0 * I 1 2 .• I _. ¥ �a O9(9B � ,, �: A' 1 , L Jam " E SA 3 1 ( : la P-➢' ( 1 LENGTH VARIES DEPENDING ON V S,2<'MAxiXUN RAFTER SPAN I 1 NUMBER AND SPACING or RAFTERS TYPICAL RAFTER/COLUMN FRAME SECTION TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION SCALE. NOS SCALE Nr. CAROLINA CARPORTS,INC MOORS AND ASSOCIATES DRAWN BY, LT 187 CARDINAL RIDGE TRAIL BENGINEERING AND CONSULTING, INC. CHECKED BY, PON 3O'x3O'HSP ENCLOSED STRUCTURE TNIC soar[wr It SIC 110.00,Cr MORE AND AtsOCIASCI 016IICE04 AWD PROJECT NM WSN DATE( 4-6-17 SCALE)NTS JOB NO, 16200S �idR[»tRIS sISICSLY PI *III1TBCD tD MDD MYUUVRIM)ENT ty10 tat iEOOPON l CLIENT, CAROLINA K $WJECT t0 LEGAL ACTION. CARPORTS SNt. 4B DWG. ND SK-3 REV-, I 12 .TS ROOF RAFTER 3 ' 7 SEEPRE VIM( (4) R12'14.7.,4' SDrS(EACH END, 1 a 3/16 CONNCCTDR SLEEVE ii A 1 3/16 ppr TO RAFTER 12 y TS ROt1r I Ar TER rASTENED TORAFTER AND COLUMN0 n vs. ((NIHON 6' LAND,CONNECTOR SLEEVE M(NINUH 14 GA.SECURE COLUMN TO aENANNELSLEEvC vITH r4)4t2-1A.3�'+' SDr'S CE 6' D TD AND CDL4MN Tv k1NWUN 6'LONG. CONNCCTC�t SLEEVE TS CAUMN 1111111ICow NIN.MUM I. GA.SECURE CCLUMN TO SLEEVE YTIH(A)412-14.3/4* sTr•S 1 TS Grime*, S: 1 BOX EAVE RAFTER COLUMN BOX EAVE RAFTER COLUMN — CONNECTION DETAIL FOR CONNECTION DETAIL FOR CIA HEIGHTS fir < TO � 14' 01B HEIGHTS < 8' SCALE NTS ----;{ 18 GA.U-CHANNEL BRACE FASTENED TO THE COLUMN AND ROOF DEA(4 2 (/4• WITH(4) s12-14.3)4• SCE'S AT 1 ( EACH END(B PER BRACE) BRACE SECTION `SCALE NTS 7,, -- \of Neil/ igir-HOWp - 1,.. -r.. 0 Cr I 411 fi Ili ' Z '•c..I,�r Lli TS, I I f 19 C` S CAROLINA CARPORTS,INC MOORS AND ASSOCIATES DRAWN BY= LT 187 CARDI\AL RIDGE TRAIL ENGINEERING AND CONSULTING, INC. CHECKED BY, RIM 30'x20'liSPENCLOSEDSTRUCTURE 1 THIS DOLIICNT IS TIC PROPERTY Or NOOK AND ASSOCIATES ENGINEERDG AND PROJECT IIGR' VSN DATE( 4-6-11 SCALE, NT$ JQEId¢ 16298$ COASTR.TITG NAU UTE uTMORIT:ED REPRODUCTION.CO>YING,DR OTNERVISL USC Or THIS DOCIICWT IS STRICTLY PRO(IRITED AND ion INTRINGEIOIT T►CRLtirON MT CLIENT CAROL INA SNT. 5 DWG. NC SK-� V� 1 K SURACT TO LEGAL ACTION ¢IT CARP $ t_.. .�c O ;NEfv y.. . TS R(7OF RAFTER ,` F rF i� O n 3/76 NIPPLE TO SECURE WITH 1 1 AyQ /RAFTER TIP (A>i12-tA.3/i 1 1 3/16 \ SDF'S(EACH EN+ s'fi %/I119 �� . M'NSMUM 6'LONG. /Q 096986 CG� Or .R MINIMUM 14 GA, R� a TS NIPPLE O NIPPLE RE �© i�J`J1�`�r� WITH(AT il2•I4.3/4' SSW'S \-iB GA.u-CHANNEL BRACE 6 - 3/16� / ATTACH TO SECOND PANEL POINT ON *0 RAFTER POST (SEE BRACE SECTION 3/36 \\\` FOR END ATTACHMENTS SECURE VITH SDF'S (EACH ENDS .3. TS ROOF RAFTER 3.. 7 i I } } A II ° MINTHUM 6'LONG. 6, CONNECTOR SLEEVE MINIMUM ii GA, SECURE COLUMN TO SLEEVE VITH TS CRORD (AS .(2-(Ae3/4' SDF•S IB GA.U-CHANNEL 1 TS COLUMN KNEES DEEIO RAFTER AND MUNN in I I .3. TS COLUMM / BOX SAVE RAFTER COLUMN CONNECTION DETAIL FOR 1A HEIGHTS 16' < TO 20' RAFTER COLUMN CONNECTION DETAIL FOR SCALE HIS B HEIGHTS 14' < TO < 16' \ / ALE NTS maws -1 S C,-1MN 00 --MINIMUM 6' LONG.MINIMUM < 14 GA. TS NIPPLE SECURE WITH 36, i12-14.3/4'SE S m R 3/16\ NIPPLE SC' nr e I 3/16. BASE RAI, TO TS CONTDNUDUS e BASE RAIL 1, 1B CA U CHANNEL BRACE FASTENED TO THE COLUMN AND ROOF BEAM 17/R' viol(4) In 144/4"SOPS AT EACH ENO(8 PER BRACE> POST/BASE RAIL CONNECTION DETAIL 2 s At- NTS ALE0 NTS BRACE SECTION CAROLINA CARPORTS,INC MOORE AND ASSOCIATES DRAWN BY LT 187 CARDINAL RIDGE TRAIL ENGINEERING AND CONSULTING, INC. CHECKED BY, PDN 3O'x2O'HSP ENCLOSED STRUCTURE THIS 10C1rCMt IS TIC Finnan,W KOK mill ASSOCIaTCS CKII CORIIBS AHD PROJECT MGR, WSM DATE, 4-6-17 SCALE' MIS _AB MO= 16208$ coNsuLTINO nos Iowan Is STRICTLY PDOGNI11I CDCRAD NO 1MC�R11(E$T Tai4 Cur1p or CLIENT. CAROLINA K%mut TO LEGr11.KTIDt CARPORTS SHT.SA DWG. No, SK-3 REV, I 29 TA. GALVANIZED HCtAL ROOF AND\JALL— PANELS FASTENED TO RAFTERS AND POSTS i WITH 1112-14.314• SETS WIN CONTROL SEAL i 29 GA. GALVANIZED META:. ROOF ANT WALL. NON-STRuCTLRAL WASHER B AVERAGE 9•OC MMAXD SPACING PANELS FAST'NED TO RAFTERS AND POSTS OPTIONAL MEMBERS WITH Al2 14.3 4 SDF S WITH CONTROL SEAL CTrPT Ali AM NON-STRUCTURAL WASHER H AVERAGE 8•DC 1.1AX3 SPACING Ali VW AI OPTIONAL MEMBERS 12 12 tSTP) r� V ) r 1�_ )I,i.,_-.:7:7-.J 3 Iris --TS ROOF RATTER /•-�'' M� 8 S—TS AODF RAFTER 'NI 111 1 Y 2 I/4.2 1/4-12 GA ' I • 3 i I 8 1 d i --TS CCEUMN TS C41•1111N---- Itl • TS COWAN TS COLUMN i SINGLE LEG SINGLE LEG • DWRLC LEG COUBL£LEG D SA 1 it RASE RAIL Mr RATE RAIL • 2{'< :t]D'NAXIMIIN RAFTER SPAN 24 < V i 3R 14AXiN1M RM tER SPAN TYPICAL RAFTER/COLUMN FRAME SECTION TYPICAL RAFTER/COLUMN FRAME SECTION SCAL.'L1 NTS SCAT_;. Id3S SCE N S (THEE 3 FDR MAXIMUM SPACING — • I I I 2 , •• f I. LENGTH VARIES DEPENDING ON N'UMRER AND SPACING Or RAFTERS TYPICAL RAFTER/COLUMN FRAMING SIDE SECTION LL N', C _`�OF NEWS � # O: dolii Ito— .1 1, 1-\\ S/It T7 %0 096986 �� Nv -FESSIOA CAROLINA CARPORTS,INC MOORE AND ASSOCIATES DRAWN BTU LT 187 CARDINAL RIDGE TRAIL NC ENGINEERING AND CONSULTING) INC. CHECKED DT, PON 30.x20'HSPOENOCLOSEDSTIRUCTURE THIS DOCUENT IS INC PROPERTY 0< NOOK AND ASSOCIATES ENGINEERING MlD PROJECT NCR, VSN DATE, 4-6-17 SCALE I NTS JOB PC 16208S Cp4LLTIN4 THE ommaKowirED RCPRODtJCTibr.COATING.OR OTIERVISE USE Or THIS DOCUMENT IS STRICTLY PROHIBITED AND M/Y INrRWGENCNT TIERCIADII MAT CLIENT CAROLINA SHY. 6A DWG. NCR SK-3 REvJ I K SUBJECT TO LEGAL ACIPRC CARPORTS 29 GA GALVANIZED METAL Poor AND IS GA U-CHANNEL FASTENED TO WALL PANELS FASTENED TO RAFTERS RAFTER WITH(2)1l2'P GRADE 7\ AND POSTS VITA nl2-I4a3f4' SDr S 29 CA. GALVANIZED METAL ROOF AND- DOLTS FOR IS. C V i D 24 RAFTER ` VITA CONTRC4 SEAL WASHER WALL PANELS FASTENED TO RAFTERS SPAN AND(4) Ala 14A,374' see AVERAGE S' C U40.%J SPACING ID GA.U'CHANNEL FASTENED TO AND POSTS WITH 012-1443/4' SDF'S FOR 'W i TS.RAFTER SPAN AT RAFTER WITH(2)1/2•4 GRADE 7 WTTH CONTROL SEAL WASHER R DOLTS FOR IS' ( V i 24•RAFTER AvERAGE 8'DC DINT)SPACING EACH END Abaft SPAN AND(4) s1TER SPAN SDP'S TS RC$T< RAFTER FOR V (,18'RAFTER SPAN AT ' EACH END 4 if ✓� 0..—�.+_ y. ,--._ 12 TS ROOF RAFTER /i Q. : �...,,,,3 irliJ'' / N D' Or 6 0 cos d d u g IS COLUMN Ti EDLUrR) `O ---TS COLUMN TS COLUMN SINGLE LEG SINGLE LEG DOODLE LEG DOUBLE LEG I MY SASE RAI. VIP BASE RAIL V i 24'MAXIMUM RATTER SPAN V i.24 NAXtRUM RAFTER SPAN TYPICAL RAFTER/COLUMN FRAME SECTION TYPICAL RAFTER/COLUMN FRAME SECTION ;CA_ N'S SCALE, NTS SEE NOTES ISACCT ]) FOR MAXIMUM SPACING HH 1 LENGTH VARIES DEPENDING ON I NUMBER AND SPACING of RATTERS TYPICAL RAFTER/COLUMN FRAMING SIDE SECTION ©F Nei p,`P �E.P1D. y©. ..to-: „fir' A p t rn ti' w, S/I i/i'7 ,' p0,C*ES S t O��A� CAROLINA CARPORTS,INC. MOORS AND ASSOCIATES DRAWN BY, LT 187 CARDINAL RIDGE TRAIL ENGINEERING AND CONSULTING, INC. CHECKED BY, PON 30'x20' SP ENCLOS ED SED STRUCTURE nos DOCUKxT Is TIC PROPERTY Or K KE NN0 ASSOCIATES ENGRCETNAGi ANS PROJECT NOR, VSM DATE, 4-6-17 SCALE. NTS JIB NO) woes THIS mamma Ntn tt° ''c'ux rn ist so or eoCUCT I% $Tu •4w o M MIT uummkT THCIur ma CLIENT, CAROL INA K SUBJECT 10 LEGN.KTIOt CARPORTS SHT. 68 DWG. PO SK-3 REV I 12 TS BOW RAFTER 31,....,,,r/''--~ 7 SECURE WITH (A) U12-t4.3/4• saes TEACH ENDS 12 TS BOW Ract£R� 3L..-'"��- S. j. 44 d7L� iv SECURE) 412-14tTH .3N' '� MINIMUM }•LONG.(GIO MINIMUM t4 GA,CONNECTOR SLEEVE sDF•S TEACH ENDS SECURE Root RAFTER AND y� ' COLUMN TO CONNECTOR r Is WINy, IN c9) 412-144374' SW'S 44, c Or M C MINIMUM 7'LONG.MINIMUM ht 14 GA,CONNECTOR SLEEVE vu `--t8 GA.U•EHANNEL - 5ECURE RUOF RAFTER AND 110.43. KNEE BRACE . COLUMN TO CONNECTOR FASTENED TO EE t83 +12.14.31r ^ RAFTER AND COLUMN SDF'S Pr 0 na \\---IB GA U-CHANNEL N •3• KNEE BRACE t FASTENED TO RAFTER AND COLUMN T5 COLUMN BOX EAVE RAFTER COLUMN I CONNECTION DETAIL FOR i5 COLUMN BOX EAVE RAFTER COLUMN IA HEIGHTS 144 < TO < 16' CONNECTION DETAIL FOR SCALE NTS HEIGHTS 8` < TO < 141 I SCALE NTS TS BOW RAFTER 12 . SECURE WITH { w 012 l4a3t4' I-� sec's trACH END, >r Il+��i 9. nt n 44% \ f 'r --ID GA U CHANNEL KNEE BRACE I FASTENED TO o RAFTER AND COLUMN 18 GA.0-CHANNEL BRACE FASTENED Tp THE COLUMN AND ROOF BEAM c NINIMUN r'LONG. 2 1/.1010P • WITH E COLUMN ANO OF BAT ry MINIMUM 14 GA. - EACH END T9 PER BRACE? � CONNECTOR SLEEVE SECURE ROOF ,d pp. RAFTER AND COLUMN TO CONNECTOR WITH BRACE SECTION c93 417-14.3,.. SCEs SCALE NTS (} t�� is coLu.N F N Et'V ,�� ��ERtbq O. $QX EAVE RAFTER COLUMN r`� w CONNECTION DETAIL FOR '. �� tT IC HEIGHTS < 8' ►; ('+v rnct SCALE NTS in + I.0 k 4. *-'mac. Z t� 9 I �� ds&98b tU� 410FsSSib-,41?‘\ CAROLINA CARPORTS,INC MOORE AND ASSOCIATES DRAWN YT= LT 187 CARDINAL RIDGE TRAIL DOBSON,NC ENGINEERING AND CONSULTING, INC. c,cclCcD en PON 30•x30'HSP ENCLOSED STRUCTURE THIS t02.400 IS INC IaIOrtStY IX KM AND&SSOCIAttS cNoptcsas AND PROJECT MCNRt VSM "Aro3 4-6-17 SC ,.Et NTS _ .fi1 ND IAMBS COtdut.TING THE troaptiallZtO REPRODIICTIOIL COSTING,OR OTI[RV1SC I/S[Or THIS rowed IS STRKhr SNOHIDItt1 AND ANT INrRIIGU[NT T)OtIP I NIT CLIENT, CAROLINA K SUkCCT TO LECA.ACTIOt _CARIVITS SNT. 7 DVG NM SK•-3 V. I BASE RAIL ANCHORAGE OPTIONS INSTALL I/2'K6 3/4' INSTALL I/2'.6 3/4' V WF OR FIBERGLASS EXPANSION ANCHOR THRI]IJLH WWF OR FIBERGLASS EXPANSION ANCHOR THROUGH FIBERS BASE RAIL WITHIN 6' OF EACH FIBERS BASE RAIL WITHIN 6' Of EA'N COLUMN (ALSO APPLICAB_E Tp COLUMN (ALSO APPLICABLE TO END WALLS) END WALLS) v n ", ��I I„� i GRADET IGRADE:r!!31/4. 1 MINIMUM 3 1/4' EMBEDMENT EMBEDMENT (TYP) Q (iYP.) ci:' MONOLITHIC CONCRETE FOOTING MONOLITHIC CONCRETE FOOTING (3000 PSI MIN.) REINFORCED (3000 PSI MIN) REINFORCED WITH (2)-114's CONTINUOUS 1'-0" VAR'C WITH (2)-M4's CONTINUOUS 1'-0- VAR ES C3CONCRETE MONOLIHIC SLAB CONCRETE SLAB BASE ABASE RAIL ANCHORAGE3B RAIL ANCHORAGE SCALE• NTS SCALE NTS (MINIMUM ANCHOR EDGE DISTANCE IS 4') (MINIMUM ANCHOR EDGE DISTANCE IS 4') GENERAL NOTES CONCRETE: :+CR .E. SHALL HAVE A M NIMUM SPECIFIED COMPRESSIVE 2' WASHERS STRENGTH OF 3,000 PSI AT 28 DAYS DRILL 5/9' DIAMETER HO £ COVER OVER REINFORCING STEEL TOP OF ASPHALT THROUGH THE BASE RAIL AND FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING PAVEMENT OR SECURE TO ANCHOR EYE WITH BARS SHALL BE PER ACI-31B GROUND SURFACE 1/2' DIAMETER THROUGH BO_T 3' IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE. EARTH OR WEATHER, AND I 1/2' ELSEWHERE REINFORCING STEEL: THE TURNDOWN REINFORCING STEEL SHALL BE AS TM A615 GRADE 60. THE SLAB REINFORCEMENT SHALL BE WELDED WIRE FABRIC MEETING ASTM A185 OR FIBERGLASS FIBER REINFORCEMENT REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED: TS CONTINUOUS 1 REINFORCEMENT IS BENT COLD BASE RAIL 2 THE DIAMETER or THE BEND, MEASURED ON THE INSIDE OF THE BAR, IS NOT LESS THAN SIX BARDIAMETERS DOUBLE HELIX EYE ANCHOR 3 REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT (SEE NOTES BELOW) BE FIELD BENT HELIX ANCHOR NOTES) rDR VERY CENSE AND/CR CEMENTED SANDS, COARSE GRAVEL GROUND BASE HELIX ANCHORAGE AND COBBLES, CALICHE, PRELOADED SILTS AND CLAYS, USE MINIMUM (2) 4' HELICES WITH MINIMUM 30' EMBEDMENT OR SCALE NTS (CAN BE USED FOR ASPHALT) SINGLE 6' HELIX WITH MINIMUM 50' EMBEDMENT 2 FOR CORAL USE MINIMUM (2) 4' HELICES WITH MINIMUM 30' EMBEDMENT OR SINGLE 6' HELIX WITH MINIMUM 50' EMBEDMENT 3 FOR MEDIUM DENSE COARSE SANDS, SANDY GRAVELS, VERY STIFF SILTS, AND CLAYS USE MINIMUM (2) 4' HELICES WITH (G OF N E MINIMUM 30 INCH EMBEDMENT OR SINGLE 6' HELIX WITH MINIMUM �' 50' EMBEDMENT ,<� cNE.RID. O 4 FOR LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND AP SILTS ALLUVIAL FILL, USE MINIMUM (2) 6' HELICES WITH MINIMUM 4 AP WF"" quJ,� 50' EMBEDMENT r Q �'1��''S ,� O 5 FOR VERY LOSE TO MEDIUM DENSE SANDS, FIRM TO STIFFER �� ( m CLAYS AND SILTS, ALLUVIAL FILL, USE MINIMUM (2) 8' HELICES {TT -i��M w WITH MINIMUM 60' EMBEDMENT Z ;a;y,-�. _ Sc, 43/1I/11 E 04, 0969Be, e R°FE.ssloNP` CAROLINA CARPORTS,INC MOORE AND ASSOCIATES DRAWN BY, LT 187 CARDINAL RIDGE TRAIL BSON,NC 27017 ENGINEERING AND CONSULTING, INC. CHECKED BY POH 30:x20 HSP ENCLOSED STRUCTURE tHIB DOCu1GrT If TIC PT CIIT Or KERC AND ASSOCIATES CMGIUCCRII4 AND PROJECT HOR' VSM DATE. 4-6-17 SCALE. NTS JOB PO 16208S C06ULTIK nC LAPUTI RIIED(+CPRODUCTIO4.COPPING.ON OINCIVISI uBC Or THIS DOCUCNT IS STRICTLY MOtlDITED AND ANT Itfill[oCNT TKKLAGN MIT CLIENT CAROLINA K Wt(ECT TO LEGAL ACTIOL CARPORTS SHT. 8 DWG. NII SK-3 REV.. I BOX EAVE RAFTER END WALL AND SIDE WALL OPENINGS SEE NINES SEE NOTES (SHEET 3) tSHECT 3) FOR MAX IMUH FOR MAXINt1H SPACING SPACING I 11117 II j ti II 491 OPENING FOR ROLL-UP I r0 5 ODOR WITH HEADER F Mr /I 21F-0'MAXIMUM 1 0 �'.. 41111 a 1 a.,,, ) L OPENING VD? SWINGING DOOR V'TH HCACER TYPICAL BOX EAVE RAFTER TYPICAL BOX EAVE RAFTER END END WALL FRAMING SECTION WALL OPENINGS FRAMING SECTION :CALE NTS SCALE NTS ICI CAVE RAFTER,CDLUMN ASSENRLY I li c 9 F G {1 , `'^ 5 7 C 12 11 II 3 11 11 r).-, i iLi6A a DINNING FOR ANDWINDOwWI tl CpCN1NG F�Rl- WITH HEADER AND WINDOW i DOGR WITH HEATER RAIL (ALSO APPLICABLE eF-T'IMMIMrI - ••• TO END WALLS) IS) t II // III i2 4111 7 O N FOR SWINGING G DOOR V'ITN HCAD€R TYPICAL BOX EAVE RAFTER SIDE WALL OPENINGS FRAMING SECTION PEEpF N wyp'\ S'.T 0 *l EIFI '.� to tea+ (P c,N 1/11 C?. 0,0 096986 4.c— R0PE.S 51©4P~ CAROLINA CARPORTS,INC MOORE AND ASSOCIATES ORAVN BY, LT 187 CARDINAL RIDGE TRAIL ENGINEERING AND CONSULTING, INC. CICCKEO 9T,..PON 30'x20'NSSP ENCLOSEDSTRUCTURE NIX OOtuccNT IS tut PeOrcltr or raw AND ASSOCIATES ErGUKERI11G ANO PROJECT NOR, VSN DATE, 4-6-17 SCALE) NTS JOB NO 16208S CONSU.TDG.TIC LMWTNORRCD IEPIOD ctia.carrot,.at OTlCIVISE USE Of DOI Damon ID stem,P ONINTED AND an IWOOOTET[rT b(1ELPOw NAT CLIENT' CARQ,INIt yNT. 9 Oi/CA Pe $K-3 REW I K WUII,XCT TO LEGAL.ACTOR CARPORTS BOW RAFTER END WALL AND SIDE WALL OPENINGS SEE NOTES SCE NOTES 0. CSMEET 3Y tSHEET Di CAR MAXTMUN FOR MAAIM',A1 SPACING SPACING 01* OP Se ask I VW s M 4113 Tr OPENING FOR RDLL•UP Alid DOOR ViTM MEAOER Iller My Asi 20"-D' MAXIMUM Ali AMIk yr 111._11181° t+. .. dill.= ;N OPCG FOR • f 7 SWMCING DOOR It VITN HEADER TYPICAL BOW RAFTER TYPICAL BOW RAFTER END END WALL FRAMING SECTION WALL OPENINGS FRAMING SECTION 7//``BO%, RAFTER,CR.UMN / Ai>EMBLY 0 C 7 la II li icy 8 J I OPENING FOR'JINGO./ OPENING FOR RDL1^I7P V1TN HEADER AND'JINGO./ DOOR VITM MEADER i RAIL(A,SO APPEICARLE t0 END vAELS) 20'-0'NAS(Num Ask 0 Go i1 -1111, 11 ,'e OPENING FOR SVENG[NG DOORED WISH HEADER TYPICAL BOW RAFTER SIDE WALL OPENINGS FRAMING SECTION t. ' K,""'"-------------""sy...,s,%0:E.RNIDE:WY tr.•� rrTm��jjT, 2 u,rf �A 0ss9ab ~DES �. CAROLINA CARPORTS,INC MOORE AND ASSOCIATES DRAVN BTn IT 1fl7 CARDINAL RIDGE TRAIL, ENGINEERING AND CONSULTING, INC. CHECKED BY, PON 30'x20'HSSPP ENCLOSED STRUCTURE TM; DOCIPOTT 12 THE AROPERT(OF Kam AAID ASSOCIATES ENGINEERING AND PROJECT KR' VSN DATE, 4-6-17 SCALE, NTS JO PO 16208S TINS CONSULTING. DOdJIENT IS�IIKOHICO STRICTLY NIONIB DD O NHN. I3DCOC Oa CN1 Acecom NAY CLIENT, CAROLINA BE SUBJECT TO LEGAL ACTION CARPORTS SHY. 10 DVG. NO S K—3 V. I BOW AND BOX EAVE RAFTER WALL OPENING DETAILS NI NIRUN 6' LONG, CONNECTOR SLEEVE TS COLUMN IS ROOF SLEEVE ID ]ne NININUM 14 GA, 3/16, RAFTER SECURE VITA (4) SLEEVE TO "- IN:NUN 6' LING. BASE RAIL •12-N.J/4• SDI"S BASE RAIL 3/16 7/t6 CONNECTOR SLEEVE Alif MINIMUM 14 GA, TS COLLAR( SECURE VITA t1) •12.14,3/4' ODE'S 2'A2'Ar 14 GA ANGLE CLIP R SECURE TO COLUMN AND RAFTER VITN•12-14•3/4. SDF'S 2 QN TOP AND 2 ON TS CONTINUOUS ,• i TS CONTINUOUS SIDE BASE RAIL ■�' AD SE RAIL ',A—TS CND COLUMN RAFTER COLUMN/BASE RAIL ,-----. RAFTER COLUMN/BASE RAIL 0 END COLUMN/RAFTER CONNECTION DETAIL / 2A ' CONNECTION DETAIL CONNECTION DETAIL SCALE: NTS tl ) SCALE NTS 13 COLUMN(CORNER) TS COLUMN (CORNER) LNNCCTOR 1/16 CONNECTOR 7/16, NININW 6' LONG. 'SLEEVE M1NINUM 6' LONG, SLEEVE MINIM(o( l4 GA, MIN;MUN 14 GA, `10 BASE L16 \ Ip BASE 7/l6 CE1 TLCEVE. SECOCCC MRURES SLCCVC. RAIL SECURE VITN (4) RAIL SECURE VI1H(A) IS COLUMN •I2-I443/4' GOT'S •12•14.7/4' SCE's OR END COLUMN 2'.2'.2. 14 W 2'•2'42' IA G. 2'.2'•2. 14 GA. ANGLE CLIP 0 CLIP ANGLE SECURE TO CLIP ANGLE SECURE 10 SECURE 10 COLUNN AND RAFTER COLUMN AND RARER COLUMN AND EITHER TOP or HEADER,GO BASE RAIL VITA(Al BASE RAIL VITA(4) BOTTOM OF VINDOV RAIL 0 •)2-140/1' sag-2 IlL ; •12•II.3/4• SDF'S VITA 412•14.J/1' SDF'S NI TS CONTINUOUS TS CONTINUOUS LTS HEADER OR WINDOV RAIL BASE RAIL BASE RAIL COLUMN OR WINDOW END COLUMN/BASE RAIL END COLUMN/BASE RAIL RAIL TO POST 05 CONNECTION DETAIL 5 A CONNECTION DETAIL 6 CONNECTION DETAIL aCA_ SCULL N ; SCALE NTS TS TRUSSES RAFTER CHORD. OR NON-STRUCTURAL HEADER IS COLUMN OR END COLUMN 2'.2'.2' 11 GA.ANGLE CLIP SECURE TO COLUMN AND EITHER TOP C6 HEADER,OR BOTTOM OF VINDOV RAIL WITH •12-I441/4' SpE'S TS END COLUMN 2'.2'•2' 14 LA ANGLE CL.P OR DOOR VINDOv SECURE ID COLU+A(EACH FRAME POST I SIDE) AND RAFTER CHORD/RAIL VITA 1112-14.3/4• SDF'S 2 ON BOTIQM AND 2 ON SIDE NOIC.AT ROLL-UP DOOR TS HEADER OR OPENINGS,COLUMN S•OLLD vINDOV RAIL TS HEADER, DADS BE FLUSH VITA RAIL END. CLIP COLUMN TO RAIL QNLY TAIL,OR VINDOV RAIL ON SIDE CMPOSIIC THE ,��OF NEyv OPENING. r^LQ` ERICJ,A, O `:3 Y �'-P= y� COLUMN OR WINDOW ( �I#•`.1 ,,. O RAIL TO POST COLUMN TO HEADER, BASE RAIL, OR � � I "' - m �! c--) CONNECTION DETAIL 7 WINDOW RAIL CONNECTION DETAIL m I ,� w -A't ,I.. L'L ALE N1 tr; ��• .' tC‘ 5 II 1-7 �� 0o 095986 �� ROSIONP� CAROLINA CA'PsOK7S,INC. MOORE AND ASSOCIATES IRAVN P. LT 187 CARDINAL RIDGE TRAIL ENGINEERING AND CONSULTING, INC. CHECKED DT. PDH 30'x20'HSP ENCLOSED STRUCTURE NM 000uCIIT IS TIC mown O' 'cow AND ASSOCIATES CIGINCCIIING MA PROJECT NOR, VSH DATE, E-6-17 SCALE. NTS _JOB ID 16200S CONSULTING. TIC OMIONOIIIICP ICPIOIUCTION,COMING.OR OTMEITVISC Mt Or TNIS IOCuCNT IS STIICTLT I•RONDITCO M10 ABO IwiltIC NCNT TI(KIlOI TIT CLIENT. CAROLINA r Su$XCT TO LEGAL ACTIOL CARPQRT$ SHY. II DVCL IC SK-3 REV., I BOW AND BOX EAVE RAFTER WALL OPENING DETAILS CONNECTOR SLEEVE 3116` 113 HEADER 3/16, DOUBLE TS HEADER F__IS COLUMN CONNECTOR SLEEVE 3'1° 1111111111111 TO HEADER 3/16 MINIMUM 6'LONG.MINIMUM 14 W.TS SLEEVE.SECURE 11111111111 VITA(4)sSLEE 314• SELF-DRILLING M1N[M1JN 6'LDMG,M{NIH17M FASTENERS s4WIP 14.;A TS SLEEVE SECURE EACH VITH(4)4I2-14.3/4*.SELF-DRILLING I FASTENERS / I IS COLUMN I 3.12 \-�UDLE TS HEADER 10011 3-12 DOUBLE HEADER/COLUMN COLUMN/DOUBLE HEADER 8 CONNECTION DETAIL 9 CONNECTION DETAIL scA'LE Mrs SCALE NTS TS COLUMN TS ROOF RAFTER ° um (4N2* 6'LONG.SLEEVE 3/16` 14 GA CONECTO. SLEEVE CONNECTOR SLEEVE SECURE EACH TO BASE RAIL -3/16 r III V1tr 5R Al2 N4ly SELF-DR[LLjNG libbor FASTENERS 3/16 11 ° IS CONTINUOUS BASt RAG. 3/16 RAFTER TO CHORD 7-----'\; CONNECTION DETAIL COLUMN/BASE RAIL ; II .` f SEAL; LETS 10 CONNECTION DETAIL SCALE: NTS TS RODE RAFTER TS 4QIF RAFTER TS ROOF RARER °R \-38 GA U-CHANNEL \ i8 GA sr.---,kW:, SECURE VITO(2) 1/2's \--SECURE VIT= (a; 3/16" \4 GRADE T BOLTS EACH END s12.14 3,4* SDF S EACH _...0 3/16 4 COLLAR TIE COLLAR TIE CONNECTION DETAIL CONNECTION DETAIL COLLAR TIE FOR RAFTER SPAN FOR RAFTER SPAN CONNECTION DETAIL0 13 18' C W S 24' I4 W K.SSA;-E N''; SCALE NTSc`A_C . 7re, i..---OF - ,,NERID. o o 0 . .601- g3, „t(r 2 +)!�,.is 2 O °96986 ( ROfi SStOP' CAROLINA CARPORTS,INC. MOORE AND ASSOCIATES DRAVN By, LT 187 CARDINAL RIDGE TRAIL ,NC 27017 ENGINEERING AND CONSULTING, INC. CHECKER Bln POH 30'x30'HSP ENCCLOSED STRUCTURE THIS IOQ,f.MT IS INC PROP'CIT'or IOBIt NiN ASSOCIATES ENGINEERING AND PROJECT MGR1 VSM BATE( 4-6-17 SCALE, NTS AS TO 16208S THISor H IOCU THE SuSTRIlCTTLYP�+ISIKI i N t 4V IPft R�IT(ETHE NAY CLIENT. CAROLINA IC TAIL CT TO LEGAL aCTION. CARPORTS SHT. 12 DVG. NO SK-3 REv.) I BOX EAVE RAFTER LEAN-TO OPTIONS O 7 \ 13 13 f tit wrier A EA TENSION OPTION 0 MAIN STRUCTURE STANOARO LEAN-TO OPTION 4, falo tt iipt j_..., gebalEfit WIMP 0 eh II AIDA TYPICAL BOX EAVE RAFTER LEAN-TO OPTIONS FRAMING SECTION (BOTH OPTIONS SHOWN) TS ROOF RAtiEB MAIN @UILDING 7. j GONNEttOR SLFEvE3ot6 a. TO 4AF TER 3/I6 Pr 12'LUNG CONECTOR SLEEVE t2 GA SECURE BAFTCR f4 C12-14.R SLEEVE o e FIELD BOLT vttfx 1 I b.gi I TS EXTENSION 1urec S `-i6 GA. U.-CHANNELPACE ADDITION TS GOLUMN--.7 2'.2'.2' IA GA ANGLC['AP SECURE Tp RAFTER COLUMN vITH t+} a,2 140/4'SOF'S 1 TS COLUMN LEAN-TO RAFTER TO RAFTER 13 COLUMN CONNECTION DETAIL 1,, scALE NTS 12 SIDE EXTENSION RAFTER/COLUMN DETAIL 4,,, 0F NEI,I,y ,cY' - =tp.4, Q. 1.--' . Nitc.,; A7 \'' 1,1 110 pi '6i cc/ m k ''' w ll Zth .:+;lam fi— �t/9698E � A,OQ SSSONP� MOORE AND ASSOCIATES CAROLINACARDIAL RIDGETINC. DRAWN AB, LT t87CARDINALRIDG£TRAIL ENGINEERING AND CONSULTING, INC. CHECKED BY. PDN 30x20'HSP ENCLOSED STRUCTURE THIS E000cWT IS TIC PROPCITY or MORE AMD ASSOCIATES ENGINEERING AHD PROJECT H R WSN DATE. 4-6-17 SCALE, NTS _.JQ6 1.0 1641OO$ C06LLTp4 THE ISIALmQRED REMOIIETIW.armor..of OTr[IVISC UMor THIS [4`.,� DOCOMT C Is sTIICTIr PROHISTCD AHD AHr IIIIIHGMNT TIORE%eow MT CLIENT= CAROLINA LEGAL SUBJECT TO LEG ACTION. CARPORTS SHT. 13 DWG. ►O SK-3 vs I BOW RAFTER LEAN-TO OPTION 1• l „/ Mir V lerl'E V 'M°► 1 Mk is I a lir TYPICAL BOW RAFTER LEAN-TO OPTION FRAMING SECTION � 12 TS 110t./ RAFTER "` f A t�f. ur TS RAf TER j It Aa 0 18 / I NEEA BRACE Ct 2' 2' 2° 14 GA.ANGLE CLIP is• n SECURE T®RAFTER COLUMN 7 WITH(4) s12 54.2/4^ SDf S TS CEJLUMU \�O F N E fi/P. LEAN-TO RAFTER TO RAFTER ��� 5�ER10g4f .a-p -SCOLUMN CONNECTION DETAIL ..1I p SCALE NTS ( *�ii, d * 0,0 0969eE, CAROLINA CARPORTS,INC MOORE AND ASSOCIATES DRAWN BY' LT Is7 CARDINAL RIDGE TRAIL ENGINEERING AND CONSULTING, INC. CHECKED BY. PON 30'x20'HSP ENCLOSED STRUCTURE THIS ORC1N4NT IS TIC PIKIPCNIT Of NOOK AND ASSOCIATES ENGIICEBING AND PROJECT MGR, VSM DATE. 1-6-17 SCALD NTS .m 10 16200S C06ULTING TNC upouvioulto BEroOSllttION.CONING.cot OTMCBVISE USE DI' mos mowK O ILS sfOICTL 1BBTEB AND ANT INrRI$GEICNT tICICUPON NAT CLIENT, CAROLINA T, 14 DVG PeSK-3 Vs I CARPORTS BOX EAVE RAFTER VERTICAL ROOF OPTION 2R GA GALVANtZED M£tAL RDGf AMP WALL PANELS FASTENED HAS CHANNELS VITH 1012•14's3N' Sr S NUN CONTROL `` SEAL VASHER 8 AVCRAGC 8' OC AX T y+AC1NG MAX --�L 12 ! t it LTS'-18 GAUGE I TRIP HAT CNATAtEL ? 2 ink I I Mr11 in i TYPICAL END ELEVATION TYPICAL SECTION VERTICAL ROOF VERTICAL ROOF OPTION SCALE NTS `YA:U NT; -IS' 18 GAUGE HAT CHANN£t. SPACED NOT MARE THAN 4 0. OC AND FASTENED TO CACH RAFTER VITN TOT i x12-14x3/4' SOT I SEE NOTES (SHEET 3T Fop MAxTMUM I SPACING if. , 4 A. — ..t A. 4 "QtM li t ini HIP TYPICAL SIDE ELEVATI❑N TYPICAL FRAMING SECTION VERTICAL ROOF VERTICAL ROOF OPTION ,:Aw_ ., W .41110,4; IlAr lilt*%No 6 of NE1,1, ('-----------':r., j_ 1SI8 GAUGE f•�,17' O NAT CHANNEL RAFTER M �igjl 1\Ai, O * 1\ ROOF PANEL ATTACHMENT ii •-; ` (ALTERNATE FOR VERT U C'ff BAN- a; tP 11 17 6 ` SCALE NTS A%FES sI ONy S,INC MOORE AND ASSOCIATESCANAALRDEI DRAWN BY, LT ! CARDINAL ARDlNAI RIDGE TRAIL BSON,NC 27017 ENGINEERING AND CONSULTING, INC. (NECKED ir. PON 30'x20'HSSPPIENCLOSED STRUCTURE THIS OOGAICNT 1S ONE PROPERTY Or ARE AND ASSOCIATCS ENGINEER04 amp PROJECT MGR+ VSM PATE, A-6-17 SCALE: NTS I Joi re 162065 CO A.TII6 THE uomuncioirco REPRODUCTION COPYING.OT OTHERWISE LIE Or THIS OOdKNT 1S STRICTLY PRON1*ITED AN0 AMY IN<RINOENENT TNERE7iON NYo CLIENT CAROL INA T, 1S DWG. ND $K�3 REV, 1 K SWUM TO LEGAL ACTION CARPORT; BASE RAIL ON GRADE APPLICATION i RASE RAIL BASE RA;L. 30^—G' HAYIHUN Ai& i 77I \SK-1w {{{ Ii�`,_ li/yIlk Tiv'j` RARER ITV 7� . BASE RA,L ill. GRADE HELICAL AUGER ANCHOR . cTYP} SO;L NAIL Ld a SOIL NAIL a .Tyr) i ill 1 --...„..„..._RArIER POST (TYR) SECTION° SCALE NIS SK 16 I�BASE RAIL 1 o-rP) r • 1 I s I L 1] BASE RAIL PLAN :..ALE.. LENGTH VARIES[— 1 SASE RAIL RAr TER POSt 1 )71 �:TYP) INApr / if' ..,t�"iT TT CRAP:HELICAL ---SOIL NAIL AUGER OwLENGTH I ANCHOR TYPi (TYP) x I OF NEy, :� -to �. SECTION, `�` 'r►=' o HELIX ANCHOR �' ref SCALE wtS SK-ib ♦* O LENGTH SPACING SIDENOTES 111 !n} T to w 1. INSTALLATION OF SOIL NAILS OR EXPANSION Z �►.7.,, "+'-... 11..i11 20' 20' ANCHORS ALSO APPLY TO END WALLS cc,c, y Ti. 17 cc� / 25' 25' NOTE 2 30' 10' (EVERY OTHER POST> °A 89698 (r,\ R°FFS Slate CAROLINA CARPORTS,INC MOORE AND ASSOCIATES DRAWN BY. LT 187 CARDINAL RIDGE TRAIL ENGINEERING AND CONSULTING, INC. C,' CKED BY. 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MOORE AND ASSOCIATES oaAVN BY, LT 187 CARDINAL RIDGE TRAIL DOBSON,NC 27017 i ENGINEERING AND CONSULTING, INC. ciCCxED IT, PBN 3DTx20'HSP ENCLOSED STRUCTURE y MAW W IS THE►YUENtr Or POO MD D ASSOCIATES ETICIACEITOO AND PROJECT NOR, V$N [S .ATE' 4-4-Il SCALE. NTS I. / NO 1441114S NIS= RO IS SIRIClLt/i�N�D aND AM NrODIOCCICH7 w1T U UPONC Of At CLIENT, CMOI.Ita DE KTO ECT TO LC AL ACTWK CARPVTTS SIT. 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