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Home My WebLink AboutFBC APPROVED PRODUCT LISTs - . FBC APPROVED PRODUCTS LIST MAXIMUM ' PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL ALLOWABL9 No. & DATE WIND SPEED STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL20717.1 180 26 Gauge AG Panel 10/13/16 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL20727;1 180 26 Gauge AG Panel 16/13/16 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3 139 Series 40244 09/07/15 EXTERIOR DOORS WtNGIN ELIXIR DOOR AND METAL COMPANY FL17996.5 170 Series 407 09/07/15 EXTERIOR DOORS OL ASTA INDUSTRIES INC. FL8888.1 180 model 203 05/31/15 WINDOWSX SINGLE HUNG POCAHONTAS ALUMINUM COMPANY, INC. FL12940.2 139 Model 100 VS 01/06/16 WINDOWS X SINGLE HUNG MLWINDOWS AND DOORS. FL17499.1 180 Model 185 SH 08105/16 TABLE 1 RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR PURLINS,.AND POSTS OR GIRTS MAXIMUM (INCHES) �i ifflFgTAL CARPORT INSTALLATION PLANS -AND DETAILS' FIL'COAND at Py FRAMING AND FASTENER SPECIFICATIONS THESE PLANS AND.ALL PROP0960 WOW ARE SUBJECT TO ANY CORRECTIONS "REQUIRED BY FIELD INSPECTORS:THAT IJAY BE NECESSARY Its ORDER TO COMPLY WITH ALL APPLICABLE CODES. RISK CATEGORY WIND -EXPOSURE CATEGORY ULTIMATE. WIND SPEED (MPH) NOMINAL WIND SPEED (MPH) POST IRAFTER SPACING (FEET) 10, INTERIOR POSTS/RAFTERS END. . POSTS/RAFTERS C 110 TO 150. 89 TO 116. 5.0 6 6 151 TO 180 117 TO 139 4.0 6 6 GROUND ANCHOR SCHEDULE ULTIMATE: WIND. SPEED (mph) 110.120' 1130. 140 150:160 170 180 w 12 14 16 18 30" Anchor DetailaD 0..20 22 .48"Anchor. Detail id 0 24 .I 26 m 28 30 60" Anchor Detail 1C NOTES: 1. Specifications appiicable`to 26,gauge metal roof and wall panels fastened directly to 12 or 14 gauge steel tube framing, or 18 gauge hat - -� J DETAILS I AND 1 D SHOWN ON SHEET 4 OF 5. channel roof pudins. 2. Specifications applicable only for mean roof height of 20 feet or less, and roof slopes of 7° to 27" (1.5:12 to 6:12 pitch); Spacing. requirements for other roof heights and/or slopes may vary. GENERAL NOTES: 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS.AND CLADDING; AND BASE RAIL ANCHORAGE: OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITEDTO PLUMBING, ELECTRICAL, INGRESS/EGRESS; PROPERTY SET -BACKS, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 2. THESE STRUCTURES ARE DESIGNED AS UTILITY/STORAGE BUILDINGS (RISK CATEGORY I) CAPABLE O.F SUPPORTING DEAD LOAD, OF.THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY, . ADDRESSED HE WHICH EXERT ADDITIONAL LOADS. ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC.', SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. 3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERSSHALL BE GALVANIZED OR STAINLESS STEEL. 4. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH #12-14 x 3/4" SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER @ 6'.O.C. AVERAGE. 5. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 3/4" SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. 6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CME RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6' OF EVERY POST AND ONE WITHIN 6" OF EVERY POST LOCATION, AND BOTH SIDES OF OPEN114GS WHERE BASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED FOR ONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION, EXCEPT AS SHOWN ON DETAIL 1 E, SHEET 4 OF 5, WHERE BASE RAIL IS FLUSH WITH EDGE OF SLAB. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. 8• CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 9• POSTIRAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. 10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE FIFTH EDITION (2014) (FBC FE 2014) - RESIDENTIAL, AND SECTION 1816.1 OF THE FBC FE 2014 - BUILDING. 11 • 14 GA FRAMING IS 2-112" x 2-1/2 TUBE STEEL (TS). NIPPLES ARE 2-1/4" x 2-1/4" 12 GA TS FOR 14 GA FRAMING. 12 GA FRAMING IS 2-1/4" x 2-1/4" TS. NIPPLES ARE 2" x 2" 12 GA TS FOR 12 GA FRAMING. 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. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 Certificate of A o ' p�'� OR MOW ARE THE RESPOHSIBILeei1��YYY�OFFTHE �MKtAp�OROF 11Rl RD • ST. LUCIE COUNTY BUILDING DIVISION. REVIEWED FOR COMPLI REVIEWED BY DATE PLANS --AND PER IT MUST BE KEPT O JOB OR NO INSPECTION WILL BE MADE THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH 7HE:REQUIREMENTS OF . SECTION 1609 OF THE FLORIDA BUILDING CODE, FIFTH EDITION.(2014). THE PLANS AREVALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. .I1,111IIIoa o0.44 , CAROLINA CARPORTS, INC.. 6/20/17 BECHTOL ENGINEERING RR NTS . AND TESTING, Ina matmNo cxoimNru. u+wmNNDrtu. AND Wiunus ianNo Wcoma TB PR°1MD G17001 . Te SHEET 1 OF 5' BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY ILITY BUILDING - HORIZONTAL ROLL -UP DOOR SWINGINGPOOR ROLL -UP DOOR SWINGING DOOR(As (As applicable) (As applic6ble) - a applicable) - ENCLOSED LENGTH VARIES TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION, TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL ENE) ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TOS I SCALE NOT TO SCALE BOX'EAVE FRAME RAFTER OPEN CARPORT HORIZONTAL ROOF BOX EAVE FRAME RAFTER ENCLOSED BLDG HORIZONTAL ROOF BOX. EAVE FRAME RAFTER UTILITY BLDG HORIZONTAL ROOF ROLL -UP DOOR, SWINGING DOOR, ROLL -UP DOOR SWINGING DOOR (As applicable) (As apoliable) - (As applicable 6 ENCLOSEOLENGTH TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END. ELEVATION TYPICAL S - IDE-ELEVATION TYPICAL Ep4b ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE' NOT TO SCALE NOT TO SCALE NOT TO SCALE T -VERTICAL CALROOF BOX EAVE FRAME RAFTER OPEN CARPORT . �—v-'k' E AME-R�AF,�T-E-R�:��NC-�E-OSED--gLDO--F GAL�RQOF---:z� I ROLLwUP DOOR SWINGINGDOOR BOX EAVE FRAME RAFTER UTILITY BLDG - VE RTICAL ROOF ROLL DOOR SWINGING DOOR- (As:applicable). (As applicable) - I S applicable)- pp S TYPICAL SIDE ELEVATION TYPICAL.END ELEVATION TYPICAL SIDE ELEVATION. TYPICAL END ELEVATION TYPICAL S . IDE I ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE BECHTOL ENGINE 605 WEST NEW YORK DELAND, FLORIDA 32 INQ Certificate seem "Thomas Qt4E:jtof, P jq I/ Flodda U nA7 CAROLINA CARP aft TYPICAL BOW RAFTER GABLE END ELEVATION NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END ELEVATION BECHTOL ENGINEERING W2011 NOT TO SCALE RR NTS AkD TESTING, M. TI3 G.17001 MWOM0 GEDTIMMON. WMI(MM. AlmMUEWS TMIMG 040=M —TI3 SHEET 2 OF 5 G) r 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS WITH #12-14 x 3/4' SDFs WITH CONTROL SEAL WASHER @ AVERAGE 6" O.C. SPACING1 Q 3 —24" 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH _ (2) #12A4 x 3/4" SDPs AT w EACH END (4 PER BRACE) (7 � 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER o >24' TO 30'RAFTER SPAN REQUIRES-A'TRUSSED RAFT _ AS SHOWN ON THIS SHEET TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME NOT TO SCALE LENGTH VARIES DEPENDING ON TYPICAL RAFTER/POST FRAMING PLAN - BOW FRAME NOT TO SCALE 17 MAX. OPENING FOR ROLGUP DOOR WITH STRUCTURAL HEADER.' ' 10- (TYPICAL) 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS WITH #12-14 x 3/4' SDPs WITH CONTROL SEAL WASHER @ AVERAGE 6- D.C.'SPACING 12 �24" 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14'x 3W SDPs AT = EACH END (4 PER BRACE) w - 24'. MAXIMUM RAFTER SPAN ON SINGLE RAFTER >24' To30' RAFTER SPAN REQUIRES'A TRUSSED RAFTER AS -SHOWN ON THIS SHEET TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE LENGTH VARIES DEPENDING ON MI I UQ=0 AMn coAinivi ] nF DAm=oc SEE TABLE 1 SHEET 3 1OF5 4 � TYPICAL RAFTER/POST FRAMING PLAN - BOX EAVE NOT TO SCALE OPENING FOR SWINGING DOOR WITH NON-STRUCTURAL HEADER NONSTRUCTURAL HEADER AND WINDOW RAIL WALL OPENINGS FRAMING PLAN (Also aPDllcable to End Walls) 24" 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3147 SELF -DRILLING SCREWS AT EACH END (4 PER BRACE) 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS WITH 912-14 x 3W SOPS WITH CONTROL SEAL WASHER @ AVERAGE 6" O.C. SPACING \ �1-1/2" 18 GAUGE FURRING CHANNEL(PURUN) 424" 16 GAU-CHANNEL BRACE = FASTENED TO RAFTER WITH w (2) #12-14 x 3/4"-SDPs AT x EACH END (4 PER BRACE) w W 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER >24' TO 30' RAFTER SPAN REQUIRES A TRUSSED. FTER p - AS SHOWN ON THIS'SHEET --._ _ 1-lir 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4".SELF-bikiLLING FASTENER, SPACED NOT MORE THAN 48' O.C. I—c w _..n P,OS�T/RAF-'� TERMING PLAN VERTI'CA RQOF ' NOT-TOSCALE SEE TABLE 1 SHEET TYPICAL END WALL OPENINGS POST/RAFTER FRAMING PLAN NOT TO SCALE WELD ALL WEB CONNECTIONS, BOTH SIDES p 3 4 SEE TABLE 1 SHEET 1 OF 5 r l LENG DEPENDING ON NUMBER (•'-° = -A . VARIES ND.SP_ACING OF IRS TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE 1 7 -i. Y.Y. i;; TYPICAL BOX EAVE RAFTER GABLE'END FRAMING PLAN NOT TO SCALE FULL 6' WELD BOTH SIDES OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOW NOT TO SCALE FULL 6" WELD BOTH SIDES ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO OPTION TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN) OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRAME RAFTER) NOT TO SCALE 2-1/4' FOR 12 GA FRAMING 2-1/2' FOR 14 GA FRAMING 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POST AND RAFTER WITH (2) #12-14 x 3W SDPS AT EACH END (4 PER BRACE) — BRACE SECTION Not To Scale 1-1/2" 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4" SDF SPACED NOT MORE THAN 48" O.C. 26 GA. METAL ROOF PANEL_ — TSRAFTER BECHTOL 605 WEST NE DELAND,FLO Certificate of A Florida r • ® e m CAROLINA BECHTOL ENGINEERING AND 7ES17NG Im Doha W ®weFxL olP*kYaru. M WmaALs rmwo txaWms TB ce�mm ofA�odra9m fh 00005laz Awpov�p JESTING, INC. �>'v■ > 6120/17 NTS G17001 SHEET 3 OF 5