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HomeMy WebLinkAboutCERTIFICATION CARPORT CONSTRUCTIONFROM: STEVENS. WOOD, P.E. FL PE No. 34398 950 SULTAN DR PORT ST LUCIE, FL 34953 (772) 878-7324 TO: ST. LUCIE COUNTY BUILD] FORT PIERCE, FL SUBJECT: CERTIFICATION FOR 'AS B REFERENCE: CASE NUMBER: 93895 JIM NETTLES RESIDENCE Cam: 2464 IROQUOIS AVE FORT PIERCE, FL 34946 BACKGROUND: THE PURPOSE OF THIS LETTER IS TO CERTIFY CONSTRUCTION AT THE ABOVE REFERENCED A IT IS UNDERSTOOD THE SUBJECT STEEL C� OWNER (MR NETTLES) WITHOUT A PERMIT. THE SCOPE OF THE'AS BUILT CARPORT CONSTRU • ADDING A 26' X 30' OPEN STEEL CARPORT & BECHTOL ENGINEERING) ANCHORED TO • ADDING AN APPROX 26' x 30' CONCRETE 51 AREA. INSPECTION FINDINGS: AN INSPECTION OF THE REFERENCED CARPORT/ THIS ENGINEER ON 2/19/2018. BASED ON THE INSPECTION, PHOTOS AND DISC FOLLOWING FINDINGS WERE MADE: 16%— ©A���16, 2018 ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIA REVIEWED Y DATE i PLANS AND PE MIT MUS BE KEPT ON ]OB SITE OR NO INSPECTIONS) WILL BE MADE DEPT T' CARPORT CONSTRUCTION THE 3000 PSI CONCRETE SLAB, WITH THICI IN EXCELLENT CONDITION WITH NO VISU THE 26 GA GALVANIZED STEEL ROOF PANEL CONDITION WITH NO SIGNS OF LEAKS OR THE 12/14 GA STEEL VERTICAL POSTS AND WERE FOUND TO BE IN GOOD CONDITION: 'AS BUILT OPEN STEEL CARPORT . WAS CONSTRUCTED IN 2016 BY CURRENT ION CONSISTED OF: RUCTURE (THRU J&B BUILDING 5ERVICES� 20UND. (SEE SKETCH ON PAGE 2) B UNDER AND WITHIN THE CARPORT &K( S CONSTRUCTION WAS CONDUCTED BY WITH THE OWNER/BUILDER, THE :NED EDGE AND EXPANSION CUTS, WAS L EVIDENCE OF CRACKS OR DAMAGE. i OF CARPORT WERE IN GOOD CONCLUSIONS: • OVERALL THE CARPORT/SLAB WAS FOUND TC� MEETS OR EXCEEDS THE BECHTOL ENGINEER FOR A 165 MPH V(ULT), EXPOSURE 'B' APPLICATI IS FOR THIS SITE SPECIFIC CIRCUMSTANCE. • FURTHER EVIDENCE OF ACCEPTABLE CONSTRI RELIABILITY OF THE CARPORT TO WEATHER NO DAMAGE. FILE C BOLTED CONNECTIONS ON CARPORT LUDING ALL GROUND ANCHORS. BE CONSTRUCTED IN A MANNER THAT NG PRODUCT SPECS AND THE 2017 FBC )N AND IS THEREFORE ACCEPTABLE AS CON IS THE DEMONSTRATED TIPLE RECENT HURRICANES WITH LENGTH VARIES DEPEND1,10 ON NUMBER AND SPACING OF RAFTERS_ TYPICAL SIDE ELEVATION - HORIZONTAL ROOF _ 12 -- --_.. 3 2= 'c G., U-CHANNEL SPACE I� FASTENED -0 R:,F-=R .1')17 iLU I i S!-RE'!;S L.- EA!-"-" ENC II �- PER ERif- E TYPICAL RAFTERIPOST FRAME SECTIO 0 zr MAXIMUM 30'-0" WIDE X.14'-0" EAVE.HEIGHT= BOX SAVE FRAME AND OW FRAME 29 Augus 2013 Revision 2 M&A Project ' o.12117S ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANCE REVIEWED BY DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE. Prepared or:. Mr. Dan1,.Lj°wery President- Steel structures 1660 Dixon Airline Road Augusta; Geor �a 30906 Prepared.b Moore and Associates Engineeri l g and Consulting; Inc...' 1009' East Ave�ue North Augusta, SC 29841 ��v®� P0c.E ►Ve ��5�i o ° ��° o ® v No � ° IVIQCORE AND ASSOCIATESS ENGINECRING ANO CONSULTING TA .I a O:' FILE C � i ��® a� oo..cca.000,® .f4®F Kx so 40 o No 9 (VATTIIE //OfF a ee ApB ` NAB S. ��3, MOORE AND ASSOCIATES nRA"N DW JRS BENNETTBUILDING5YSTEMS;LLC ENGINEERING- AND CONSULTING, INC. OPEN CARPORT PE SEAL COVER SHEET: . CKa By. IPDii TNIS D06YMMIp�S �TH�E �PRI�ERf7 W N�2E AND ASS Mif ,"IRA .TFE IRJRUT}<EG�D .v+ wo w.. Keay' CflPY01G. tR QItEFti715E USE THIS DC6UlENY' dS JECT. MGRi 4ISN. DATE, ®-g9-1� LEA MS N0� .Y21Y7� — L YAGT� AND ANY BFR016E9 ff 7F ON -NAY K-SW ACT `TO - DRAWING INDEX SHEET I PE SEAL COVER SHEET SHEET 2 DRAWING INDEX SHEET 3 INSTALLATION NOTES AND SPECIFICATIONS AND TYPICAL SIDE AND END ELEVATIONS. SHEET 4 TYPICAL RAFTER/POST END AND SIDE FRAMING SECTIONS AND CONNECTION DETAILS (BOX EAVE RAFTER) SHEET 5 TYPICAL RAFTER/POST END AND SIDE FRAMING 'SECTI❑ S AND CONNECTION DETAILS (BOW RAFTER) SHEET 6 BASE RAIL ANCHORAGE ❑PTIONS SHEET 7 BOX EAVE RAFTER GABLE END OPTION SHEET S BOW RAFTER GABLE END OPTION SHEET 9 BOX EAVE RAFTER EXTRA SIDE PANEL OPTION SHEET 10 BOW RAFTER EXTRA SIDE PANEL OPTION SHEET 11 VERTICAL ROOF ❑PTION END AND SIDE ELEVATION AND SECTIONS MOORE AND ASSOCIATES zGINEERING.AND,CONSULTING, INC. D000N MT m m Kdrom OF Now Mm &smc ATEs, IMG Tm "UTFOUM Rk . COPY= M OiiiR4/ M UZ nF MS D30.0 ff U ®0%J11111110011, E IV BENNETT BUILDING SYSTEMS, LLC OPEN CARPORT BOX EAVE FRAME RAFTER OPEN CARPORT 4, 6, 7, 9, AND 11) FLASHING 6' LENGTH VARIES ➢EPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL SIDE ELEVATION -HORIZONTAL ROOF SCALE: 1/8' = 1'-0. TYPICAL END E SCALE: 1/8' = 1'-0' 1-1 BOW FRAME RAFTER OPEN CARPORT (Sheets 15, 6, 8, AND 10) LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS 'ATION-HORIZONTAL ROOF 30' MAXIMUM RAFTER SPAN `,����a�eroaa®Io0 r 1 • No 7 • '• • • V. ' TAT'E F ot OR 1 O 0 �AOAL •®rftlettst� TYPICAL SIDE ELEVATION TYPICAL END ELEVATION SCALE: 1/8' = 1'-0' SCALE: 1/8' = 1'-0' INSTALLATION NOTES AND SPECIFICATIONS 1. DESIGN IS FOR A MAXIMUM 30' WIDE x 14' EAVE HEIGHT STRUCTURES. 2. DESIGN WAS DONE IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE <FBC) WITH 2O12 SUPPLEMENT AMENDMENTS, 2006 INTERNATIONAL BUILDING CODE (IBC), 2009 IBC AND 2012 IBC. 3, DESIGN LOADS ARE AS FOLLOWS: A) DEAD LOAD = 1.5 PSF B) LIVE LOAD = 12 PSF C) SNOW LOAD = 18.1 PSF 4. LOW ULTIMATE WIND SPEED 105 TO 140 MPH (NOMINAL WIND SPEED 81 TO 08 MPH)- MAXIMUM RAFTER/POST AND END POST SPACING = 5.0 FEET. b,r l IM TE WIND SPEED 141 TO 170 MPH (NOMINAL WIND SPEED 109 TO 132 MPH): MAXIMUM RAFTER/POST AND END POST SPAe 6. RISK CA GORY I.� 7. WIND EXPOSURE CATEGORY B. 8. SPECIFICATIONS APPLICABLE TO 26 AND 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 2 1/4' x 2 1/4' - 14 GAGE TUBE STEEL (TS) FRAMING MEMBERS. 9. AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR PURLINS, AND POSTS (INTE ND) = 6 INCHES. 10. FASTENERS CONSIST OF 1/4'-14x3/4' SELF -DRILLING FASTENER (SDF), USE CONT H H EXTERIOR FASTENERS, SPECIFICATIONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET OR UESS, (3:12 PITCH) OR LESS SPACING REQUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY. 1. GROUND ANCHORS CONSISTING OF #4 REBAR W/WELDED NUT x 24' LONG MAY BE ED ❑ LOB' ❑ °. GROUND ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN 6' OF ETH RAFTER P❑ N H WI EVERY OTHER POST FOR LOW WIND. 3. OPTIONAL BASE RAIL ANCHORAGE MAY BE USED FOR LOW AND HIGH WIND SPEEDS. RE AND ASSOCIATES PAWN BY, JRIS BENNETT BUILDING SYSTEMS, LLC NG AND CONSULTING, INC. CKED. BYI PIN OPEN CARPORT CMOWS AND CEO° THIS THE JECT MR, IWSH DATE, 8—E9-13 CALE, NTS JOB ND 12 :TIDN, tIPYBrG, ®R QTHERViSE USE OF T1dS >' IS 0 ANY BFROIaEMEfi THERELPGN MAY BE SUBJECT TO ---- - TFWI - I ur. a vm un. Cv_i e•s. e 26 OR 29 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS WITH 1/4'xl' SDF'S WITH CONTROL SEAL. WASHER @ AVERAGE 6' O.C. SPACING 12 Q 3 24' 16 GA. U-CHANNELN BRACE FASTENED TO RAFTER WITH (2) 1/4', SDF'S AT EACH END (4 PER BRACE) TYPICAL RAFTER/POST END FRAME SECTI❑N SCALE, 1/8' = 1'-0' TS BOX SAVE RAFTER 3/16 NIPPLE TO RAFTER 3/16 I .J MINIMUM 6' LONG, MINIMUM 14 GA., TS NIPPLE. SECURE POST TO NIPPLE WITH (4) 1/4'xl' SDF'S � 16 GA. U-CHANNEL BRACE (5' TO 7' RAFTER POST) OR N, :L ACe ? c <6' TO 14'Ra.F 7EP. POST q 19 SECURE WITH (4) 1/4'xl' SDF'S (EACH END) ITS POST BOX EAVE RAFTER/CORNER P❑ST CONNECTION DETAIL SCALE NITS ®� ,®®�,� ° `��� � �•�®o`�®��®roc ISO • N'u 1 '�•�1 Q+ CC 0 Y V! A 0 M� 1+ • Z' o v v p a p • MOORS AND ASOM1ff INEERING AND CONSULTING,_ INC. 9 Iw'srt rs 7tE PR�ERTY Ot' F+�tE A1� Ate. SIC. tt€ � COPYDBG��t 115�_ OF iHIS 89Ci1iP L� LENGTH VARIES DEPENDING ON SEE NOTES (PAGE 3) FOR MAXIMUM SPACING CAL RAFTER/POST SIDE FRAMING SECTI❑N 1/d' = 1'-U' NIPPLE TQ,�­-j TS POST BASE RAIL 3/l6 MINIMUM 6' LONG, MINIMUM 14 GA., TS NIPPLE. •SECURI WITH (6) 1/4'xl' SDF'S TS CONTINUOUS BASE RAIL 'II III -III III III -I 11=1 I I -I 11=1 1(- RAFTER P❑ST/BASE RAIL 2 C❑NNECTI❑N DETAIL SCALE NTS � 16 GA. U-CHANNEL BRACE FASTENED TO THE LEG AND 2 1/4• RAFTER, WITH (2) I/4'xl' SDF'S AT EACH END .(4 PER BRACE) BRACE SECTION SCALE; NTS too BENNETT BUILDING SYSTEMS, LLC OPEN CARPORT 26 OR 29 GA GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS WITH 1/4'x1' SDF'S WITH CONTROL SEAL WASHER @-AVERAGE 6' O.0 SPACING 12 Q 3 `24' 16 GA. U-CHANNEL BRACE FASTENE➢ TO RAFTER WITH (2) 1/4'xl' SDF'S AT EACH END _ (4 PER BRACE) a / 2 \ V TYPICAL RAFTER/POST END FRAME SECTI❑N SCALE: 1/8' = 1'-0' NO SCREWS - REQUIRED IN BOW END TS BOW RAFTER MINIMUM 6' LONG, MINIMUM 14 GA., TS NIPPLE. SECURE BOW RAFTER AND POST TO NIPPLE WITH (4) 1/4'x1'-SDF'S, SECURE WITH (4) 1/4'xl' SDF'S (EACH END) j IS POST BOW RAFTER/CORNER P❑ST 1 C❑NNECTI❑N DETAIL SCALE NTS LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS ICAL RAFTE E, 1/8' = 1-0' T SIDE FRAMING SECTI❑N 10111111118A • No4i�—e/ : TA® • ®' to • ITS POST ,—MINIMUM 6' LONG, MINIMUM 14 GA., TS NIPPLE. SECURE WITH (6) 1/4'xl' SDF'S —TS CONTINUOUS BASE RAIL 16 GA. U-CHANNEL HRAC I I I -I I I -I I I -I I I —I 15' TO 7' RAFTER POST) OR 16 GA. U-CHANNEL BRACE 18' TO 140 RAFTER POST ) AND ASSOCIATES AND CONSULTING, INC. upym ER 62v ur or: m Doarmr is RAFTER POST/ 2 BASE RAIL C❑NNEC I❑N DETAIL SCALE: NTS I 16 GA. U-CHANNEL BRACE FASTENED TO THE LEG AND BENNETT BUILDING SYSTEMS, LLC OPEN CARPORT BASE RAIL ANCI_ _. SAGE OPTIONS FOR WWF OR FIBERGLASS FIBERS MINIMUM 2 3/42-12 EMBEDMENT (TYP.) MONOLITHIC CONCRETE FOOTING (3000 'PSI MIN.) REINFORCED WITH (2) k4's CONTINUOUS INSTALL 1/2'x6' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH POST ALONG SIDES. (FOR LOW WIND SPEEDS ANCHOR MAY BE INSTALLED AT . EVERY OTHER POST) T j Q d / _ GRADE ' O I IF O �I ^ I� 1T d -WWF OR FIBERGLASS FIBERS MINIMUM 2 3/4•-j2 EMBEDMENT (TYP.) MONOLITHIC CONCRETE FOOTING (3000 PSI MIN.) REINFORCED WITH (2) N4's CONTINUOUS INSTALL 1/2'x6' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH POST ALONG SIDES. <FOR LOW WIND SPEEDS ANCHOR MAY BE INSTALLED AT EVERY OTHER POST) a GRADE d 1-0• I I 5 5/8' r CONCRETE MONOLITHIC SLAB CONCRETE MONOLITHIC SLAB 3A BAS RAIL ANCH❑RAGE 3B BASE RAIL ANCH❑RAGE SCALE: NTS SCALE: NTS MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4'. MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4'. GENERAL NOTES CONCRETE, CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE 2 WASHERS STRENGTH OF 3,000 PSI AT 28 DAYS. COVER OVER REINF❑RCING STEED TOP OF ASPHALT FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING PAVEMENT OR GROUND SURFACE BARS SHALL BE PER ACI-318: 3 INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH OR WEATHER, AND 1 I/2 INCHES ELSEWHERE. REINF❑RCING STEEL, I=I THE TURNDOWN REINFORCING STEEL SHALL BE ASTM A615 GRADE II 60. THE SLAB REINFORCEMENT SHALL BE WELDED WIRE FABRIC _ MEETING ASTM A185 OR FIBERGLASS FIBER REINFORCEMENT. REINF❑RCEMENT MAY BE BENT IN THE SH❑P ❑R THE FIELD PR❑VIDEDf TS CONTINIIGUS--/ 1. REINFORCEMENT IS BENT COLD; BASE RAIL 2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE BAR, IS NOT LESS THAN SIX -BAR DIAMETERS; AND DOUBLE HELIX EYE ANCHOR 3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT (SEE NOTES BELOW) BE FIELD BENT. I HELIX ANCHOR NOTES, 1. FOR VERY DENSE AND/OR CEMENTED SANDS, COARSE GRAVEL AND COBBLES, CALICHE, PRELOADED SILTS AND CLAYS USE MINIMUM 3G GR❑UND BASE HEL (2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT. I SCALE: NTS (CAN BE U� 2. FOR CORAL USE MINIMUM (2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT. 3. FOR MEDIUM DENSE COARSE SANDS, SANDY GRAVELS, VERY STIFF SILTS, AND CLAYS USE MINIMUM (2) 4' HELICES WITH .MINIMUM 30 INCH EMBEDMENT. 4. FOR LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND SILTS ALLUVIAL FILL USE MINIMUM (2) 6' HELICES WITH MINIMUM 50 INCHEMBEDMENT. 5. FOR VERY LOSE TO MEDIUM DENSE SANDS, FIRM TO STIFFER CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM (2) 8' HELICE WITH MINIMUM 60 INCH EMBEDMENT. a 5 5/8' ➢RILL 5/8' DIAMETER HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2' DIAMETER THROUGH BOLT FOR ASPHAL ��®`1/111111 eN� S. 0 000m. MOORE AND ASSOCIATES DRAWN BY- PDH BENNETT BUILDING SYSTEMS, LLC ENGINEERING AND CONSULTING, INC. ECKED BYIJRS OPEN CARPORT THIS Doti IS TTE PROICIM 13F HIM AND ASSOMATES, i' THE GJECT NGRI WSM ATE SO-21�13 SCALE, NTS NO, 121175 UKVJ [DRIED RE 7, COPYM OR OTH RVME USE -IF THIS D VT IS STRICTL rrED AND ANY BfRD�Ii HW THOMPM MAY HE SUU= 'M AcTmKLTENT� - I cuT_ t nvr.. bin. CI[-9 rv, LE END TYPICAL BOX EAVE RAFTER GABLE END ELEVATION SCALE: 1/8' 1-0' TS BOX EAVE 3/16 ITS GA'. NIPPLE TO 1 I/2'x1 1/2'x2' 16 GA. CLIP RAFTER O/16 ANGLE SECURE TO RAFTER POST AND GABLE RAIL W/(4) 1/4'x1' SDF'S 2 ON TOP, 2 ON SIDE MINIMUM 6' LONG, MINIMUM 14 GA., TS NIPPLE. SECURE POST TO NIPPLE WITH (4) 1/4'x1' SDF'S TS POST BOX EAVE RAFTER GABLE 0 MOORE AND ASSOCIATES GINEEIZING AND CONSULTING, INC. ,m ummwm =WTm nimsim is SEE NOTES = (PAGE 3) r FOR 3 MAXIMUM �, SPACING w iY a TYPICAL BOX EAVE RAFTER . GABLE END FRAMING SECTI❑N SCALE: 1/8' = 1'-0' TS RAIL TO I 1/2'xl 1/2'x2' 16 GA. CLIP ANGLE SECURE TO BOX EAVE RAFTER AND GABLE RAIL W/(4) I/4'x1' SDF'S 2 ON TOP, 2 ON BOTTOM fill N® � G 0 4 9 � 0 '. ®: ST T 6P ®*"?' NaIJA��9 80.6068 , BENNETT BUILDING SYSTEMS, LLC OPEN CARPORT RAFTER GAB TYPICAL BOW RAFTER GABLE END ELEVATI❑N SCALES 1/8' = V-0' TS BOW SEE NOTES (PAGE 3) FOR 3� MAXIMUM w SPACING w = aw � J TYPICAL BOW RAFTER GABLE END FRAMING.SECTI❑N SCALE; 1/8' = 1-0' 1 ANGLE 1/2' 2' 16 GA. CLIP NGLE ASECUR TO BO RAFTER AND G BLE RAIL W/(4) 1/4'xl' S➢ % 2 ON TOP, 2 ON BO TOM 1 1/2'x1 1/2'x2' 16 GA. LIP' TS POST - ANGLE SECURE TO RAFTER POST AND GABLE RAIL W/(4) 1/4'x1' SDF'S, 'TOP AND BOTTOM MINIMUM 6- LONG, MINIMUM 14 GA., L-TS GABLE RAIL TS NIPPLE. SECURE BOW RAFTER AND POST TO NIPPLE WITH (4) 1/4'xl' SDF'S TS POST 4) BOW RAFTER GABLE, RAIL TO RAFTER/POST C❑NNECTIbN DE SCALE, NTS I z MOORE AND ASSOCIATES INEERING AND CONSULTING, INC. Looff IS .Tm Mmm Ix.mm MD To, INC. Tw ®®®`®�91tlslllfl����� s� 0 400. 0 * No 1521 low TAT O : Qj NAL BENNETT BUILDING SYSTEMS, LLC OPEN CARPORT u n a -7 I I BOX EAVE RAFTER, OPEN CARPORT EXTRA SEDE PANEL OPTION I{ 26 OR 29 GAGALVANIZED METAL ROOF AND SIDE PANELS FASTENED TO PURLINS AND POSTS WITH 1/4'xl' SWITH CONTROL SEA WASHER a AVERAGE 6' /1 O.C. SPACING w.wQN wa>a� 24' 16 GA. U-CHANNI BRACE FASTENED TO a RAFTER WITH (2) 1/ x J wwow SDF'S AT EACH END (4 PER BRACE) ;oawr TYPICAL RAFTER/POST FRAME SECTI❑N - EXTRA SIDE . PA SCALE: 1/8' = 1-0' 1 30' MAXIMUM RAFTER SPAN I TYPICAL END ELEVATI❑N EXTRA SIDE PANELS SCALE: 1/8' = 1-0' MOORE AND ASSOCIATES INEERING AND CONSULTING, INC. DENT is Tw PR1pEm IF MOLE Alba -AS= AM, M nE lt�n. UCrll3N, C�vniG, oa usE ®F Tm Documm is im V AND ANY ffipRJ?J�)iT YF�11Pi5M MAY BE SUDim m LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS r TYPICAL SIDE ELEVATION EXTRA SIDE PANELS SCALE! 1/8' = 1'-0' v�0,p���®yam® QUO °v���i �lv % °° c . o No ;� s c o � a v p' c •. fs/ig 06 MATE OF •� BENNETT BUILDING SYSTEMS, LLC OPEN CARPORT I \ I OPEN CARPORT EXTRA SIDE PAP 111 -26 OR 29 GA. GALVANIZE➢'METAL ROOF AND SIDE PANEL'S FASTENED TO RAFTERS AND POSTS WITH 1/4'xl' SDF'S WITH CONTROL SEAL WASHER @ AVERAGE 6' O.C.I SPACING 30' MAXIMUM R TYPICAL RAFTER/POST FRAME S SCALE- 1/8' = 1'-0' �. 30' MAXIMUM RAFTER SPAN �t TYPICAL END ELEVATION EXTRA SIDE PANELS SCALE: 1/8' = 1'-O' 16 GA. U-CHANNEL 10E FASTENED TO 7TER WITH <2) 1/4' 7'S AT EACH END PER BRACE) i OPTIONAL 6- J WALL EXTENSIOP TO MATCH ROOF MOORE AND ASSOCIATES PEERING AND CONSULTING, INC. tY M TW FROPOM [F MM utD ASS=To, = TM i RFPRlUGTiON, C®PY�IG, IR BtiTi�RVISE USE OF THIS DOC�IT Z �4HITE® Ii41i1 AHY LPFRO HP TFiEREUP N%y K SUM= TU SIDE PANELS 6' L FLASHING (OPTIONAL) LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL SIDE ELEVATION EXTRA SIDE PANELS SCALE: 1/8' = 1'-0' • 1 l • G f�q�+A��p�V! � G � riv • ® • C 6 w BENNETT BUILDING SYSTEMS, LLC OPEN CARPORT EAVE JR VER ROOF OPTION 12 Q 3 FLASHING . 30' MAXIMUM RAFTER SPAN TYPICAL END ELEVATI❑N VERTICAL ROOF SCALE! 1/8' = 1'-0' ' FLASHING~ 6' LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL SIDE ELEVATI❑N VERTICAL ROOF SCALE: 1/8' = 1'=0' -26 OR 29 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS WITH 1/4'4' SOF'S WITH CONTROL SEAL WASHER 8 AVERAGE 6' O.C. SPACING 12 Q 3 0.725'-18 GAUGE FURRING CHANNEL 24' 16 GA. U-CHANNEL (PURLIN) BRACE FASTENED TO RAFTER WITH (2) 1/4' SDF'S AT EACH END (4 PER BRACE) TYPICAL SECTI❑N VERTICAL ROOF ❑PTI❑N SCALE, 1/8' = 1'-0' �1725-18.GAUGE FURRING CHANNEL SPACED NOT MORE THAN 4-0' O.C. AND FASTENED TO EACH RAFTER WITH (2) 1/4'XI' SDF'S LENGTH VARIES DEPENDING ON 3 6 SEE NOTES (PAGE 3) FOR MAXIMUM SPACING v TYPICAL FRAMING SECTI❑N VERTICAL ROOF OPTION - SCALE: 1/8' = 1'-0' • � w o 0.725-18 GAI FURRING CHAP STATE OF ° o n ` °• MOORE AND ASSOCIATES PEERING AND CONSULTING, INC. aY Ys Tt� v aF ASSDCPATES, Dc THE iYffii,_ c�Prn+G, Oi}ETi4ItaE USE f� THIS DOMMD9 m MENT ]OF PANELS) 6' BENNETT BUILDING SYSTEMS, LLC OPEN CARPORT