Loading...
HomeMy WebLinkAboutCARPORT PAPERWORKFEIC APPROVED PRODUCTS LIST MAXIMUM ALLOWABLE WIND SPEED TABLE 1 RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS QA APPROVAL EXPIRATION PARTIALLY PRODUCT CATEGORY SUB CATEGORY MANUFACTURER No. & DATE DATE OPEN ENCLOSED ENCLOSED WIND -RISK , CATEGORY EXPOSURE CATEGORY STRUCTURAL COMPONENTS ROOFDECK CAROLINA CARPORTS, INC. FI-6596.11415 041=27 180 180 igo* 26 Gauge AG Panel 10110117 C STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6762.1-R5 03114/27 140 180 180 26Gauge AGPanel 16/10/17 STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAPS, LLC F-1.1736.14M 09)27119 NA WA N/A SX16 Flood Flip 1OM17 - NOTES: 1. Specifications applic gauge channel vc EXTERIOR DOORS SWINGING ELDUR DOOR AND METAL COMPANY FLI . 79963-Ri 09114120 NIA 156 138 Series 4OZ-14 6112018 -2. Sp callo 111; applla - requhements for othe GROUND ANCHOF EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996-g-RI 09114120 WA 165 147 seree4Di01MA8 ULTIMATE W EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FLOM.I.RS 12131/19 WA 180 174 J10 126130:.-141 Model 203 (17 Mm Width) IGM17 121, EXTERIOR DOORS ROI_LmUP CAROLINA CARPORTS, INC. FI_1680614�;U 11111120 N/A 158 138 Steel Roll Up Sheet Door QZ Mm Width) 011110118 14 16 t=o- W N r 11=1 D WINDOWS SINGLE HUNG NG MI WINDOWS AND DOORS FL17499.1-R4 10/17423 WA 175 157 18: Model 185 6H 1=9117 NOTES: 1. DOORS AND WINDOWS SHOWN MAYBE sutisTmjrED FOR DIFFERENT PRODUCT LINES'AND/OR MODELS; PR . O%?IDED THE FOLLOWING CONDITIONS ARE mEr. .A:P.RODU&sK4LFLA%ftAVALID FBCPRODUCT.APPROVAL 20� a 22,, 24 I. B. COMPONENTS ARE INSTALLED ACCORDING TOM.ANuFAcTu IREws iNsTALLA* noNR mum mENm 7 26 z FRA%IINGPPNNEcJi6Ns FOR DOOR AND WIN SUBSTITUTED PRODUCT. DOW FRAMES REMAIN THE SAMEFOR SUBSTITUTED PRODUCTS. HEADERS AND WINDOW RAILS MAYBE RAISED OR LOWERED AS NECESSARY TOACCOM I ODA TE 26 30 DETAILS 1C AND 1D SHOW GENERAL NOTES; 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAJN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND,aASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING ELECTRICAL, INGRESSIEGRESS, PROPERTY SET-S;�=. FINISH FLOOR ELEVATION AND SLOPE. OR OTHER LOCAL ZONING REQUIREMENTS JENTS ARE THE RESPONSSILIW OF OTHEWS. 2. THESE STRUCTURESARE 6ESIG'N'E'DAS NON -HABITABLE UTIUIN TYISTORAGEBUILDGS (RISK.CAT , EGO I RY IY - C - APA13LE OF S . UPPORTING D . E . ADL . OAX . 1 0 . F THE STRUCT UREANDAPPLICABLE LIVE AND WIND LOADS IMPROVEMENTS NOT SP . ECiFiCALLY . ADDRESSED . ' HEREIN; INCLUDING DOORS, WINDOWS OR OTHER COMPONENTS NO - T LISTED IN I THE FEICAPPROVE I D PRODUCTS LIST (THIS SHEET), AND NOT PROVIDED ANOINSfALLED By cARolUNkcAAPqRTS,-INC .;WHICH EXERT ADDITIONAL LOADS ON THES . TRU . CTURE SHAL LB I EATTHEOWNERS Rigii Rpr1rrni rmalm==mr- Amn, +=CTI." im, t,, , ,zne _- 'MUM ULTIMATE NOMINAL XER F/RAF VIND SPEED WIND SPEED SPACING (MPH) (MPH). (FEET) 110TO1510 89 TO 116 5.0 151 To ISO 117 To 139 4.0 26 gouge 3. ALL STEEL TUBING SHALL BE SDASI GALVANIZED STEEL ALL L FASTENERS SHALL BE GALVANIZED 611 STAINLESS . STEEL.. 4. ALLb0MPON bi G'SKALILBIkIN ENTS AND CLAD N STALLED ACCORDING TO MANUFACTURERS INSTALLATION INSTRUCTIONS, AND SHALL MEET THE DESIGN PRESSURES REQUIRED BY THE FLORIDA BUILDINGICODE (FBC) At THE LOCATION OF THE BLINDING WITHIN THE STATE OF FLORIDA; 5. ALLFI[EiD. FRAMING CONNECTIONS SHALL: BE 912-14 x 3W SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER: ALL SHOP FRAMING CONNECTIONS SHALL L BE WELDED .6. CONCRETE SHALL HIAVFA MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING. STEEL SHALL BE MINIMUM GRADE 40.'CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH SX6­WI 4XW1.4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 1 86,-OR WITH SYNTHE TIC FIBER REINFORCEMENT COMPLYING WITH ASTM Cl 116. 7. 1 BASE RAIL GROUND ANCHOR REQUIREMENTS.. ONE WITHIN S' OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ASS . ENT. GROUND ANCHORS ARE NOT REVIEWED FOR REQUIRED FOR CONCRETE FOOTING ANDJOR CONCRETE SLAB CONSTRUCTION. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. S. CONCRETE EXPANSION, ANCHORS SHALL B . E WEAT ANKR-TITE MODEL AT1252. OR SLEEVE ANCHOKMODEL HSA 1260, OR EQUIVALENT. CODE COMPLIANCE 9. POSTAAFTER BRACING; BRAcr.ON EVERY POS.T.fitAFTER CONNECTION, EXCEPT FOR END WALLS. ST. LUCIE COUNTY 10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED wrrH.6 MIL VAPOR RETARDER PER SECTION R318A OF THE FBC SIX . TH EDITION (2 . 017) - RESIDENQA BOCC ANDSF&ION181610F�-----D�".. 0. , . - L, 7,7 UiLDING. MINIMUMALLOIA LIE FOUNDATION SOIL CONTACT BEARING PRESSURE Or 2.006 PSF IS ASSUMED. 11. 14 GA FRAMING: 2-1/21 x 2-12' TUBE STEEL ITS) WITH 2.19'x 2-1/4"TS NIPPLES. BY 12 GA FRAMING: 2-114* x 2;114' TS WITH 7 x YTS NIPPLES. St. Lucie County 12. ENCLOSED AREAS REQUIRING -FLOOD OPENINGS MUST HAVE A MINIMUM OF TWO (2) OPENINGS ON EXTERIOR WALLS. OPENI . NGSSHOULD BE INSTALLED ON AT LEAST TWO (2) SIDES OF ENCLOSED AREA, WITH BASE OF OPENINGS SET WITHIN )-FOOT OF THE HIGHER OF INTERIOR OR EXTERIOR GRADE. REQUIRED TOTAL NUMBER OF FLOOD VENTS NOTED IN THE FBC I APPROVED PRODUCTS LIST SHALUBE BASED ON ONE (1) FLOOD VENT PER EVERY 220 SQUARE FEET OF ENCLOSED ARSk SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 6 OF 6. L FIE COR OR 6 ipanels fastened dinactly to 12 W'14 gauge Steil tube ftift-ft;or 18 feel or less. Md. roof slopes of 7* to 27* (1.5.12 to S:12 pitch). Spacing ry. METAL CARPORT INSTALLATION PLANS AND. DETAILS AND FRAMING AND FASTENER SPECIFICATIONS FOR CONSTRUCTION IN THE STATE OF FLORIDA PREPARED FOR.- CAROLINA CARPORTS, INC. P.O. BOX 1263 DOBSON, NORTH CAROLINA 27017 PREPARED BY- BECHTOL ENGINEERING AND TESTING; INC. 6o5 wE:§'r NEW YORK AVENUE. Dr=L.AND, FLORIDA 32 1 720 Certificate of Authorization No. 000054.92 MAR 181019 THIS ISTOCERTIFYTMTTHECALWTIONSAND SPECIFICATIO14SHEEN HAVE BEEN PREPARED BY.TIiE UNDMIGNED PROFESSIONAL ENGINEER ANDAREIN ACCOROMCEWITH THE REQUIREMENTS oFSECTION imgoF THE FLORIDA BUILDING CODE; SIXTH EDITION (20I4 THE PLANS AREVALID UIlM THE Nair REvisloll OF THE FLORIDA BUILDING CODE; I I I I I I I LIC BECKTOL ENG 10 AND ESTING, N 605 WESTNEW YOFKr. tx 0— D Girufleato of 0. 38,63ig ELAND. Floiida DA 1120 r ........ - i CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE sm.w& FLORIDA 12108 BECHTOL ENGINEERING I RR NTS AM TESM% (31swi BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF I BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF TYPICAL SIDE ELEVATION NOTTOSCALE BOX EAVE FRAME RAFTER.OPEN CARPORT - HORIZONTAL ROOF TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF TYPICAL END ELEVATION NOTTOSCALE TYPICAL BOW RAFTER GABLE END ELEVATION . NOT TO SCALE TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END. ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG,- HORIZONTAL ROOF vs 1 TYPICAL END ELEVATION NOTTOSCALE ' EAVE FRAME RAFTER ENCLOSED TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOTTOSCALE ;3 Yait 1 d e- BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF I ROLL -up DOOR SWINGING DWR (Aveppliceble), (AaeppUMble), BOX EAVE FRAME TYPICAL SIDE ELEVATION. . NOT TO SCALE BOX EAVE.FRAME RAFTER UTI TYPICAL BOX EAVE RAFTER GABLE END ELEVATION. NOT TO SCALE TYPICAL END ELEVATION _ NOT TO SCALE' r_ TYPICAL END ELEVATION NOTTOSCALE BLDG -VERTICAL vs �\\1111111/// oulu�is ROOF CAROLINA .CAf�ORtQS "94C. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 12/6118 _ BECHTOL ENGINEERING RR ""� Nrs AND TESNND, M. m 1 .1.1- w. an .cows mmc wmvn RR 'PO1\i0'' G18001 1.78 SHEET20F6 METAL ROOF PANELS ERB PER MANUFACTURERS IUCTIONS 12 Q3 16 V SDP4 AT PER BRACE) TYPICAL - INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME NOTTOSCALE . SEE BOTH SIDES WELD ALL WEB CONNECTIONS, BOTH SIDES INAL 24'-1" TO 30' TRUSSED.RAFTER CALE. I TI'IGAL IN I ERIOR RAFTER/POST FRAME SECTION BOX EAVE = HORIZONTAL ROOF NOTTOSCALE .. - . fI YPIOAL: INTERIOR Y RAFTERIPOST-FRAME SECTION - VERTICAL ROCF----� FNOT TO SCALE - OPTIONAL 24'-1"TO 30' TRUSSED RAFTER - BOX EAVE NOTTOSCALE. - - 24.16 GA U-CHANNEL BRACE (5•TO T POST) 41` 16 GA UFCHANNEL BRACE (VTO 14' POST) BRACE ANGLE SHALL BE MIN. 30• TO MAX 45- FROM HORIZONTAL TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOTTO,SCALE TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE -. ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRIiL( `` i BECHTOL ENGINEERING,p%1 605WESTNEWYORKAVENUE` /�. •; l� i DELAND. FLORIDA 32120 '. O " N0 N . 38538 $. PE. , .. �Flaitla Limn No. STATE no CAROL INA CAR0l // GENERIC PLANS FOR USE IN THE SiA 16P FLORIDA BECNTOLENG/NEER%NGmop w-• �- - - aWYESDN(AI= - . � TB SHEET3OF6. .A..CONC EBASE'RAILANCHORA'GE v NOT Sab 2k 4B' [aim (SEE GROUND ANCHOR SCHEDULE, SHEET 10F 6, FOR REQUIRED ANCHOR) �'- CONTINUOU64• CONCRETE PAVEMENT EYE ANCHOR- - �-1 CONCRETE BASE RAIL ANCHORAGE �c '.NOLTOScaIo" (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEETMINIMUM EDGE D,ISTANCESHOWNI N DETA6.18) TS TRUSSED RAFTER CHORD. )R NONSTRUCTURAL HEADER TS END POST OR DOOR/ WINDOW FRAME -POST 2)2'x2' 1B GAANGLE CLIP SECURE TO POST (EACH SIDE) TS BASOWINDOW RAIL OR ANDRAFTERCHORDIRAILWITH NON-STRUCTURALHEADER (4)912-14 x 3/4' SDFb,(2) ON 2 GA IF ROLL UP DOOR FRAME) TOP OR BOTTOM, (2) ON SIDE NOTE: AT ROLL -OP DOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CUP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. POST TO RAIL, TRUSS CHORD, OR NON-STRUCTURAL HEADER CONN. DETAIL INSTALL 1/!' x MINIMUM 6.1/2•EXPANSION ANCHOR THROUGH BASE PAL WITHIN 6' OF EACH RAFTER POST ALONG SIDES CONTINUOUS 4' CONCRETE PAVEMENT WASHERS BASE TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE EMBEDMENT _ EYE ANCHOR 6/6' ROD 46• LONG WITH W HELD( OR SWROD60'LONG (SEE GROUNDANCHOR WITH T.HELM SCHEDULE, SHEET.I OF S. AS APPLICABLE FOR APPLICABUM �s1 CONCRETE BASE RAIL ANCHORAGE Not7o saro (OPTIONAL -.OPEN CARPORTS ONLY) . BOX EAVE.RAFTER/POST DETAIL 2A 'Not TSSalo - TS 1-1W x 1-VC x 2' 16 GA CUP ANGLESECURETO POSTAND BASE RAIL WITH (4) 012-14 x 3N' SDF% (2) ON TOP, (2) ON SIDE CONTINUOUS BASE RAIL END. POST/BASE RAIL CONN. Not To Smle r,,'�ASE RAIL DEEP ANCHORAGE NtgTo Smis - BOW RAFTER/POST DETAIL Not TO Sale - - TS POST (12 GA IF ROLL UP DOOR FRAME) ;;"2' x.2' x2' 16 GAANGLE CLIP. SECURE TO POST AND TOP OF —HEADER. OR BOTTOM OF WINDOW RAILIGIRT WITH (4)1112-14x 3N' SDP§ (2) ON TOP OR BOTTOM• (2) ON SIDE TS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW RAIL, OR -GIRT TO POST CONN. DETAIL NM To Sale - DRILL W HOLE THROUGH THE BASE RAILAND SECURE TO ANCHOR EYE WITH 1A^ DIAMETER TOP OFA OR STABLE WASHERS EYEANCHOR U (SEEGROUNDANCHOR w ROD3(•LONG SCHEDULE;: SHEET 10F 6, WTIHDBL4'HELD( FORAPPLICABILHY) BASE RAIL ANCHORAGE � :Not To Sale 6' LONG TS NIPPLE SECURE POSTTO NIPPLE. WITH (4) H244 ■ 3/4' SDPs POST) P POST) TS RAFTER POST BASE RAIL %i POST/BASE RAIL CONN. DETAIL � Nol Ta salve '98538 v` * /38r'. * 18 - ATE OF (� ZONAL LENG`: CAROLINA CARPORTS; INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA BECNTOL ENGINEERING 1FF R AM RSITNA hm ammo oocmxsW oraorxw.6o xaowi im,o ooxsa �� ,ten, G16( � TB SHEET4 2'#5Q' 16 GA ANGLE CLIP SECURETOPOSTAND RAFTER WITH (4) #12-14 x 3M' SDF9, (2) ON BOTTOM, (2) ON SIDE OR 25i4.16 GA PLATE SECURE TO EACH SIDE OF TSENDPOST POSTIRAFTER CONNECTION WITH (4) 612-14 It 3w sDF,%, (2) ON POST, (2) ON RAFTER .. END POST/RAFTER CONN. DETAIL Not To Style - -1-1/t' i Mir x Y 16 GA CUP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) 612-14 x 3/4' SDPo, (2) ON TOP, (2) ON BOTTOM SIDE RAFTER POST GABLE RAIL TO RAFTER POST CONNECTION DETAIL ,r. NatTo&ab " BRACE SECTION NOITo Sole %i RAFTER POST/DBL. HEADER DETAIL o Not TO Scale - - 'GABLE RAIL.TO RAFTER POST .CONNECTION DETAIL Mir 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) 012-14 x3W SDF SPACED NOT MORE THAN 48-QC. 26 GA. METAL ROOF PANEL `OOF PANEL -A- � . s M_E- NT (ALTERNATE FOR VERTICAL ROOF PANELS) Nj�ot T_o Sple WAFTER 17 LONG TS SECURE POST TC WITH (4) 012-14 x 31 RAFTER POSTMEADER DETAIL NotTo ScWe NIPPLE' RAFTER W 16 GA UCHANNEL BRACE (6' TG rPOST) e' 16 GA U-CHANNEL BRACE (B TO 14' POST) BRACE ANGLE SHALL BE MIN.45' TO MAX 60" FROM HORIZONTAL 8' LONG TS NIPPLE SECURE WITH (4) e12.14 x 314' SDFs 'W LONG TS NIPPLE SECURE EACH WITH (4)Al2-14 x3/4• SELF -DRILLING FASTENERS GATEPOST RAFTER POST/BASE BASE RAIL CONNECTION DETAIL t V Not To Slalo S LEAMTCI RAFTER `2-,2'XP 16 GA ANGLE CLIP SECl1RETO POSTAND RAFTERWIfH (4)k12-14x3%, SDFe, (2) ON RAFTER, - RAFTER POST -� (2)ON POST SIDE EXTENSION R AFTER/POST DETAIL Naha bole - - SEE GENERAL NOTE No. 12, SHEET 1 OF 6. �;�O8T / LEAN-TO RAFTER.CONN. DETAIL " NMTo SIaIO R) Hle�c�'% No, 38538 :� i $ ATE OF��/�: //;; ONAL II1))I11 W CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA BECNTOL ENGINEERING ... pq Mg AmAND TEWVA G,e - ®aila ommKa arwo,x,m�..o �waeaa,m,u oomn — RR 7— GlSW1 ---T'Te ..I SHEEfsol VERTICAL SIDE OPTION SEE OPENING FOR SWINGING DOOR WITH NONSTRUCTURAL HEADER GIRTS (Typical) (TYPIMI) WALL OPENINGS POSTIRAFfERIGIRT FRAMING PLAN NOTTOSCALE EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES TYPICAL SIDE ELEVATION NOTTO SCALE TYPICAL END ELEVATION NOTTO SCALE 1-112' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) fn2-14 x 3/4' SELF-0w WNG w--ih FASTENER SPACED NOT MRETHAN48.O-C- rrOPENING FOR SWINGING DOOR / WITH NONSTRUCTURAL HEADER Iw vv ` TYPICAL POSTIRAFTER/GIRT FRAMING PLAN NOT TO SCALE - - '- - BOX EAVE FRAME RAFTER UTILITY TYPICAL SIDE ELEVATION NOT TO SCALE c - VERTICAL SIDES )OOR -SWINGING DOOR mEle), (As applicable), TYPICAL END ELEVATION NOT TO SCALE BECHTOL ENGIN yU AND 8NEW rows� DELAND,LAND, FLORIDA _ (7 ;' 4,, ca aamle orrw e _ . 1 1 38 -1 Thomas Bechto E. ..• '� Modda Limn No.38 �•'. �� F0� CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 12/8/18 BECHTOL ENGINEERING- qR _ •- NTS AND 7ESTAIG. Mo. wm.iw omimw.a.an..rm :io..ven. nm.o o®ma o� w2 � 'G18001