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Home My WebLink AboutCARPORT PLANSMETAL CARPORT INSTALLATION PLANS TABLE 1 BOW/RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM PURLINS, AND POSTS OR GIRTS WIND ULTIMATE NOMINAL POST I RAFTER (INCHES) INTERIOR END -EXPOSURE WIND SPEED WIND SPEED SPACING CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS 115 TO 150 89 TO 116 5.0 6 6 B, C, or D 151 TO 180 117 TO 139 4.0 6 6 NOTES: 1. Specifications applicable to 26 gauge metal panels fastened directly to 12 or 14 gauge steel tube bow frames. 2. Fasteners consist of 1/4"-14X1" self -drilling screws with control seal washer. 3. 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. APPROVED PRODUCTS LIST PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL No. & DATE STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL20717.1 26 Gauge AG Panel 10/13/16 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL20727.1 26 Gauge AG Panel 10/13/16 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3 Series 402-14 09/07/15 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1 Model 203 05/31/15 WINDOWS SINGLE HUNG POCAHONTAS ALUMINUM COMPANY, INC. FL12940.2 Model 100 VS 01/06/16, GENERAL NOTES: 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. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 Certificate of Authorization No. 00005492 CONCRETE FOUNDATION DESIGN RECOMMENDATIONS: CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. COVER OVER REINFORCING STEEL FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFROCING BARS SHALL BE: 31NCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH OR WEATHER AND 1-1/2 INCHES ELSEWHERE. REINFORCING STEEL: THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. GALVANIZATION: METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. 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 LIMITED TO 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 CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BEAT 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 STEEL. 4. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH 1/4• x 1" SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER @ S•O.C. AVERAGE. 5. ALL FIELD CONNECTIONS SHALL BE 1/4" x 1' SELF DRILLING SCREWS. 6. ALL SHOP CONNECTIONS SHALL BE WELDED. 7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6. OF EACH CORNER POST AND ONE WITHIN 6' OF EVERY OTHER INTERIOR POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION. 8. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 9. POST/RAFTER BRACING: BRACE ON EVERY POSTIRAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. AILS '4 M / CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSUROF THE COKTRAC'TOA OF RECORD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS 'REQUIRED BY.FIELD INSPECTORS THAT A9AY BE NECESSARY -IN ORDER TO;, ;,COMPPLICABLE CO DESI ST. LUC_ COUN"SY BUEL n?G DIVISION REVLEMTD FOR COy IANCE REVIEWS DATE PLANS AND PEMT MUST BE KEPT ON J05 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 THE REQUIREMENTS OF SECTION 1609 OF THE FLORIDA BUILDING CODE, FIFTH EDITION (2014). THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. SCANNED BY St. Lucie County S/ONAL '//11111111�` INC. qe GA GALVANIZED METAL ROOF PANE FASTENED TO RAFTER WITH 114' x 1• SD'.,. WITH CONTROL SEAL WASHER (SEE TABLE 1 FOR FASTENER SPACING) — 12 Q3 BOX EAVE OPTION SIDE EXTENSION L24.16 GA "KANNEL BRACE FASTENED TO RAFTER WITH (2) IW x 1' SELRDRILLING SCREWS AT EACH END (4 PER BRACE) WISH GRAI MONOLRHICSLABFOUNDATION OR TOP OF CONCRETE OVERALL LENGTH VARIES DEPENDS ON NUMBER AND SPACING OF BOWS 6' TYP. SEE TABLE 1 SHEET10F4 OPNONAL 26 GA R-0pNEL SIDE OR ENO PANE S SEE TABLE 1 SHEET1 pF4 SEE TABLE 1 SHEET10F4 26GA R�ANEL ROOFING SEE TABLE 1 SHEET 10F4 6' 6'1�1 6' �I-1—I�L7�■ � -4� � �I o v p v �� o v . ..'. �I■I I�I�I mI■I I�I�I li �I■I I■ICI I� �I■I I■ICI I� �I■I I■I�_I' I■I _ I _ Ii I �I■I �I■I . • v I■ImI�I� Illml G71_ IMP!WN li �r1�1I w■�I I� I�� ■ 30'-0' MAX. RAFTER SPAN 3 a /S� n , (\ L • - r ANCxoa9 NOTR[OIvvEDvmx ROUND ANCHORS®EACHEND TYPIC ♦ I (l 1 1, L1BOW:RAFyTERtiECTION. coNCaEfEbNB COK4rttuCTgN RAFTER PORT AND EVERY OTHER ANCHOFS NOTREOUWED W ANc6oRS NOT a60DIaEDmm( \ (3EE DETAM110R3.611EET90F4) SIDE ELEVATION 1N- RIORRAFTERPOSTLCCATON SIDE OPENINGS cGNCRETE SLAB `°NsmucnW. C BE KtlDUE IO CONSTRUCIpN IS EE DETNL100.231@ETSOFQ NO[TO SmIe _ '�"; / of '_ SE�DETAIL 3, SHEET OF 4) (SEE OETNL10R23xEEiJOF 4I Not To Scale 26 CA GALVANIZED METAL ROOF � PANELS FASTENED TO P ER WITH 1/4' x V SDF3 WITH CONTROL SEAL WASHER 12 (SEE TABLE I FOR FASTENER SPACING) 3�/�� 4YELD ALL WEB ALLSIDES CO. SIDES NS, 'WEr^ BOTH SIDES 6 BOX EAVEOPTION 3 S 510E EXTENSION 3 WISH GRADE MONOLITHIC SIAB FOUNDATION OR TOP OF CONCRETE CONTNUOUSCONCRETE SLAB —40'-0' MAX. RAFTER SPAN -- TRUSSED BOW SECTION Not To BCdle ANCHORS NOT REONREO WITH CONCRETESUBCONSIRUCTION ISEE DETAIL 1 ORi SHEET 3OF4) 26 GA GA-VANDED METAL ROOF PANELS FASTENED TO RAFTER FRAME WITH 1l4'x 1-SOF§ WITH CONTROL SERA- WASHER (SEE TABLET FOR FASTENER SPACING) BOX SAVE OPTION ` LEAN-TO RAFTER SET BELOWTOPOFLEG (BOW FRAME OR BOX EAVE) — MONOLITHIC SLAB FOUNDATION CONTINUOUS CONCRETE SLAB (OPEN CARPORTS ONLY) ANCHORS NOT RE W INEO YTH CONCRETE SLAB CONSTRUCTgN. (SEE DUAL 1 OR; SHEET3 OF 4) TYPICAL SIDE/LEAN-TO EXTENTION SECTION Not To Scale (BOW FRAME LEAN-TO TO BOXE EAVE RAFTER) 'SL^��dJ:Td END WALL OPENING Not To ST GABLED OPEN END WALL SECTION Not To Scale TABLE 1, SHEET 1 OF 4 :HEADER 26 GA GALVANIZED METAL SIDE PANELS. SECURE WALL PANELS TO RAFTER POSTS AND END POSTS WITH VrA 1' SELF-0RIWNG SCREWS WI CONTROL SEAL WASHER (SEE TABLE 1 FOR FASTENER SPACING) PAST CONCNETESwe WNSlaecnoR (SEE DUAL 1 OF; EHEET 3 OF 4) 1 OF 4 IZED ANELS END 26 GA GALVANIZEDD METAL ROOF PANELS FASTENED TO RAFTER WITH : V SDFe WTTH CONTROL SEAL WASHER (SEE TABLE 1 FOR FASTENER SPACING) BOX EAVE OPTION •I�.r,.1•M1,L1_4 (SEE DETAR I OR 2 bHISM OF 4) END WALL SECTION S CONTNUOUSCONCRETESLAB (OPEN CARPORTS ONLY) 4'-0' MAX. SPA ANCH0CREIE RVo REWW®lMlll WNbNB WNSTRIICigN ISEE DETNL 1 OR; SHUt 3OF 4) ' x 3P WffH DBL 4' HEl1X WTMN (SEE EACH RAFTER WITH EXTENSIONS (SEE DETAIL 3. SHEET S OF 4) TYPICAL FREESTANDING LEAN-TO Not To Scale TABLE I, SHEET 1 OF 26 GA GALVANIZED METAL ROOF PANELS ENDWALL POST 26 GA GALVANIZED METAL SIDE PANELS RAFTER POST AND EVERY OTHE END POST LOCATION (SEE DETAIL 3 ON SHEET 3 OF 4) NOTE: 14 GA FRAMING IS 2-1/ ' x 2-1/2' TUBE STEEL ITS). 12 GA FRAMING IS 2-1/4' x 2-1W T5. NIPPLES ARE 2-1/4-x 2-1/4.14 CA TS FOR 14 GA FRAMING. NIPPLES ARE 2'x `ll IC"lpfC FRAMING. BECHT,¢ ............ ND L t�, INC. 60S WES4N RK AVENUE i DELANQ F OA 327$p_ W3® •.�� CerB&eR orire D477 :1 • A 3ALL 1/2' x MINIMUM VEXPANSION ANCHOR IOUGH BASE RAIL WITHIN 6'OF EACH RAFTER/BOW POSTS ALONG SIDES OR INSIDE EVERY OTHER END WALL POST ALONG END WALL SECTIONS r4'MINIMUM—I 1--Z MINIMUM 2.1/2' EMBEDMENT u w MONOLITHIC CONIC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 #5§ CONTINUOUS � CONCRETE BASE RAIL ANCHORAGE 1 Not To Scale (OPTIONAL) INSTALL 1/2- x MINIMUM S EXPANSION ANCHOR THROUGH BASE RAIL WITHIN W OF EACH RAFTER POST ALONG SIDES AND INSIDE EVERY OTHER END WALL POST ALONG END WALL SECTIONS NO SCREWS REQUIRED 1 MIN.6' IN BOW BEND EMBEDMENT MINIMUM CONTINUOUS 4'CONCRETE PAVEMENT r,_-'�_CONCRETE BASE RAIL ANCHORAGE � Not TO Scale (OPTIONAL -OPEN CARPORTS ONLr) 3' ow24' i6 GA UBRACE EL B T POST) 48. 76 GA U-CHANNEL B iNELOSED G Y BOW RAFTER BRACE ANGLE SHALLTO MAX. 60° FROM HNOTE: BRACE NOT RCORNER IFEND NIPPLE TO 3116' RAFTER 4. 16 GA U-CHANNEL BRACE (5' TO T POST) 48' 16 GA U-CHANNEL BRACE (8' TO 14' POST) TS RAFTER BRACE ANGLE SHALL BE MIN. 45° TO MAX. 60° FROM HORIZONTAL NOTE: BRACE NOT REQUIRED AT lo CORNER IF END ENCLOSED c- 3' _6'LONG TS NIPPLE —T SECURE RAFTER AND POST TO I NIPPLE WITH (4) 1/4' x V RAFTER POST SELF -DRILLING FASTENERS `LB0INIRAF.iTiER%PO.S)T DEi_. IL ^�.�LNot TO Sisila n�o �� DRILL 5/8' HOLE THROUGH THE 2•WASHERS DRILL 5/e'HOLE THROUGH THE AZ'WASHERS BASE RAIL AND SECURE TO BASE RAIL AND SECURE TO NIPPLE TO 3116' 6'LONG TS NIPPLE ANCHOR EVE WITH 12' DUNIETERANCHOR EYE WITH 1/2' DIAMETER TS CONTINUOUS RAFTER SECURE WITH 4 tl4'z1' SDFs THROUGH -BOLT BASE RAIL CONTINUOUS THROUGH -BOLT BASE RAIL ` ( ) L CONTINUOUS 4' CONCRETE PAVEMENT EYEANCHOR 5/8' ROD 30' LONG WITH DBL 4-HELIX ALTERNATE CONCRETE BASE RAIL ANCHORAGE Nat To Scale (WHERE SLAB IS TOO NARROW TO USE CONCRETE EXPANSION ANCHOR BOLTS) TS RAFTER POST 2-x4' 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POSTIRAFTER CONNECTION WITH (4) 1/4' x V SOFs, 2 ON POST, 2 ON RAFTER 2'x2'x2' 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4)1/4' x 1' SDF's, 2ON RAFTER, 2 ON POST �1 POST / LEAN-TO RAFTER CONN. DETAIL No[ To Scale TOP OF ASPHALT PAVEMENT 12' LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4)1/4' x 1' SDFs, EYEANCHOR u 1 FU S/8' ROD 30' LONG 24. 16 GA U-CHANNEL BRACE (6' TO T POST) WITH DBL4' HELD( 48' 16 GA U-CHANNEL BRACE (8-TO 14' POST) BRACE ANGLE SHALL BE MIN. 45• TO MAX. 60' FROM HORIZONTAL NOTE: BRACE NOT REQUIRED AT CORNER IF END ENCLOSED TS RAFTER POST �1 AS - I - DRAG RAFTER/POST DETAIL SIDE EXTENSION Not To scaly �1 Not TOSWa 2-112- FOR 14 GA FRAMING 16 GAUGE U-CHANNEL BRACE 2-1/4'FOR FASTENED TO THE POST AND 12 GA FRAMING RAFTER WITH (2) 1/4' x 1' SOPS AT EACH END (4 PER BRACE) BRACE SECTION Not To Scale 1-1/2' 16 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) 114' x 1' SELF -DRILLING FASTENER SPACED NOT MORE THAN 48' O.C. GA. METAL ROOF PANEL ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4)1/4° x 1' SDPs RAFTER POST BOX EAVE RAFTER/POST DETAIL Not To Scale 1-1/2' x 1-1/2' x 2' 16 GA CUP ANGLE SECURE TO RAFTER AND GABLE RAIL W/ 41/4'xt' SOPS, 2 ON TOP, 2 ON BOTTOM 1.1/2' x 1-1/2' x 2' 16 GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) 1/4'x1' SDFa TS GABLE RAIL 2 ON TOP, 2 ON SIDE TS RAFTER POST GABLE RAIL TO RAFTER POST CONNECTION DETAIL Not To Scala NOTE: 14 GA FRAMING IS 2-11T x 2-1/ 'TUBE STEEL (TS). 12 GA FRAMING IS 2.1W x 2-1/4'Ts. NIPPLES ARE 2-1/4' x 2-1/4' 14 GA TS FOR 14 GA FRAMING. NIPPLES ARE 2'\``"1ISIFWIj?pt'FRAMING. IRH&' 605 WESFNW02'YORK AVENUE - DELAN4�L0 VA 3272t4o a�4qq 8 •• Q Certificate C*t0orizadon No. A41,1'[•53 r omas sae qiE. grAMOP '• �� Florida Uo0se ((� 1/41; of /AL (�NG\``` CAROLINA CARPORTS, INC. !'-1 7-16 BECHTOL ENGINEERING �-• RR °"'x NTS mqff AND TESnNG, Inc ro,mztw oanmarx orvvcamnw..o u•mwx rm•o oxumo TB 'd G76001 "'�°1OeP�eiNi00mi°' "F0L6 TB SHEET 3 OF 3 H (4) 1/4'n1' ITENERS �1 RAFTER POST/DBL. HEADER DETAIL Not To Style 2'x2'x2' 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) 1/4'x 1' SDPs, (2) ON BOTTOM, (2) ON SIDE END POST �1 END POST/RAFTER CONN. DETAIL Not To Scale 1/4'x 1" SDF @ 12' O.C. 3A. ROLL -UP DOOR GUIDE TO POST CONNECTION DETAIL Not To Scale CURTAIN: 26 GA, galvanized steel with baked on epoxy primer S polyester top coat RAFTER POST 6' LONG TS NIPPLE SECURE WITH (4)1/4' x 1" SELF -DRILLING FASTENERS NIPPLE TO DBL. HDR. �1 RAFTER POST/HEADER DETAIL Not To Style TS RAFTER 1-1/2" x 1.1/2' x 2' 16 GA CLIP ANGLE SECURE TO POST AND BASE RAIL WITH (4)1/4-xl-SOPS, (2) ON TOP, (2) ON SIDE � TS CONTINUOUS BASE RAIL %1 END POST/BASE RAIL CONN. Not To Style 6' LONG TS NIPPLE SECURE EACH WITH (4)1/4' x I' SELF -DRILLING FASTENERS /_TS POST ITS CONTINUOUS BASE RAIL 3/1G NIPPLE TO BASE RAIL RAFTER POST/BASE �1 BASE RAIL CONNECTION DETAIL Not To Scale 2' x 2' x 2' 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIIJGIRT WITH (4) 1/4'x 1'SDFs (2) ON TOP OR BOTTOM. (2) ON SIDE TS NONSTRUCTURAL HEADER TS WINDOW RAIL (OR GIRT FOR VERTICAL SIDING OPTION) NON-STRUCTURAL HEADER, WINDOW 0 RAIL, OR GIRT TO POST CONN. DETAIL Not To Scale 114'x1'SDF @ 12- O.C. TS TRUSSED RAFTER CHORD, OR NON-STRUCTURAL HEADER TS END POST OR DOOR/ / WINDOW FRAME POST TS BASEAVINDOW RAIL OR NONSTRUCTURAL HEADER 2'x2'x2' 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH (4)1/4'xl' SDFS, (2) ON TOP OR BOTTOM, (2) ON SIDE NOTE: AT ROLL -UP DOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CLIP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. POST TO RAIL, TRUSS CHORD, OR NON-STRUCTURAL HEADER CONN. DETAIL V Not To Scale NIPPLE TO BASE RAIL 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) 1/4' x 1'SDFS POST CONTINUOUS BASE RAIL /� POST/BASE RAIL CONN. DETAIL � Nol To Scale NOTE: i4 GA FRAMING IS 2-12' x 2-1/2' TUBE STEEL ITS). 2 GA FRAMNG IS 2-1/4' x 2-1W TS. NIPPLES ARE 2-I/4' ,4(j4"j, 6QR14GAFRAMING. NIPPLES ARE 2' T 1 A ING. BECHIM A61 ERIING ND ikh•• 15 INC 605WES9 ]ORKAVEN-00�o 99 1� DELANG: A 327�1 careuot,No. LU �'W !_ s BaeeGr�� E. 15' ^' Floomarida UceT� FLOA\OP: ///!1l11111111\ CAROLINA CARPORTS, INC. A SECTION 10.17-18 Nol To Scale ',� BECHTOL ENGINEERING ^' RR Nrs AND TEsnNG, Inc. matuK .,o sawus oo,m OPO� TB MOi G160O1 —TB SHEET 4 OF