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Home My WebLink AboutPLANS.V BOW/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) WIND ULTIMATE NOMINAL POST / RAFTER EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS B,C,orD 115 TO 150 151 TO 180 89 TO 116 1 5.0 117 TO 139 1 4.0 0 I NOTES: 1. Specifications applicable to 26 gauge metal panels fastened directly to 12 or 14 gauge steel tube bow frames. 2. Fasteners consist of #12-14X3/4' 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 pkch). 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 FL17996.5 Series 407 09/07/15 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1 Model 203 05/31/15 WINDOWS SINGLE HUNG POCAHONTAS ALUMINUM COMPANY, INC. FL129402 Model 100 VS T7 06116 METAL CARPORT INSTALLATION PLANS AND DETAILS AND I` FRAMING AND FASTENER SPECIFICATIONS ` CQNCEAlE9 F4T6 m OR ATtAC vws AMMSOSQFR E 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 THESE PLANS AND ALL PROPOSED WORT: DELAND. FLORIDA 32720 ARE SUBJECT TO ANY CORRECTIONS�elcate of Authorization No. 00005492 REQUIRED BY FIELD INSPECTORS THAT MAY BE NECOARY:IN ORDER T0, 2 G.(MPWWITH ALL Al PLICABLE CODES: 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 CASTAGAINST 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. 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 LIMITED TO PLUMBING, ELECTRICAL, INGRESSIEGRESS, 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 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 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. S. 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 ANDIOR CONCRETE SLAB CONSTRUCTION. 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 POSTIRAFTER 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. qvpyr .,..A oGANNED BY ;t Lucie County It COUNTY BUILDENG DIVISION t FD FOR C_Q�.APLIANCE 70B WILL $E MADE. THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONSHEREIN.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. \\111111111 INC. -W/VIVr`-% IN IIII111\\ CAROLINA CARPORTS, INC. MVBECHTOL ENGINEERING AND TESTD/G 4rc. a ammorw. ommwmmv. w commas loom mmmme u v J 2 � - 3 IIT=i31OE EMENSION �1!'+e WUCNFNNEL� MONOLRHIC SLAB FOUNDATION ORTOPOF CONCRETE TYPICAL- BOW RAFTER SECTION-'7- j-.- a TALROOF {:' - TERmRmsL 12XSMN' SPACING3 ) �,\ i ES BOX SAVE OPTION SIDE EXTENSION NISH GRADE MONOLRHIC SIAS FOUNDATION OR TOP OF CONCRETE CONTINUOUSCONCRETESIAB (OPEN CPRPORTS ONLY) W-W MAX. RAFTER SP TRUSSED BOW SECTION µORLPS Wf REWISFLMfH NAN To Smle eoRCAETEaweeorSmlLrlox 19EEOEfA6, OR;BI�T30F41 I BOX PAVE OPTION ' UE TORAFTERSET SF TDPOFLEO (BOW FMMEORBOXEAVE) MONOLTIHIC SLAB FOUNDATION CONTINUOUS CONCRETE SLAB (OPEN CMPORTS ONLY) f 's" ." r' F—RAFTER SPAN anoroAs Nor ra:odREo WTm mw�TeMAawxslRlxnex (SEE OETM 100.; SHEEP ] OF I) TYPICAL SIDE/LEAN-TO EXTENTION SECTION Not To Scale (BOW FRAME LEAN-TO TO BORE EAVE RAFTER) OVERALL LENGTH VARIES DEPENDS ON NUMBER AND SPACING OF BOWS 6• TYP. SEE TABLE 1 SHEET10F4 OPTpNAL E RENMDa ZI O ENO vANF4S P SEE TABLE 1 SHEET10F4 SEE TABLE 1 SHEET10F4 - XW, - RFANEL ROOFING SEE TABLE 1 SHEET10F4 . ar ANO+dBMRAEtlIREOWIIN - u- ROUND ANmoma EmHm COICPEIESLl9 axaIRLTON ISFFOETAL+u+;s�T]a=1) SIDE ELEVATION RAPIERRI TER EVERYXATO NdTOSm(SWDETNJL3.SKE2T3OF`4) 1. SKEET+ OF4 ZB W GALVANRED METAL SIDE PANEL4. SECURE WALL PANELSTO RAPIER POSISM END POS13 wrm aau . v4• sFu-0R4.Lwo CSSEWSWICONTROLSEER (SEETATRE 1 FOR FASIENERSPNERSPACWG) TS MST END WALL OPENING ANo��REa�wBx cDTra:TE slAa corarRucrrox (SEE arTAR, di; aHEET]OFn NOI Te Swio GABLED OPEN END WALL SECTION Not To Scale SH Iw`l LVANIZED ,OF PANELS E BOX EAW OPTION AxwoRsx°r REouuonwml SIDE OPENINGS coxauTesuewxsRaXTwn (SEE OEFM t On; 6Hff'F ] OF I) NW To Smla PIPE;, lll _--A GA. GALVANIZED NDWALL POST GA. GALVANIZED TAL SIDE PANELS -GROUND ANCHORS @ EACH END RAFTER POST AND EVERY OTHER END POST LOCATION AxooRS NDTREodREDwmr 4. '.. 4 (SEE DETAIL 3 ON SHEET 3 OF 4) coxdosresua coxAmucnox END. WALL SECTION _ NMTOSWR NOTE 14 GA FRAMING IS 2-1? X 2-Irl'TUBE STEEL (IS). 12 GA FRAMING IS 24W x 2,1M'TS. NIPPLES ARE 2-14' X 2.114. 14 GA TS FOR 14 GA FRAMING. NIPPLES ARE Z' X 2' 12 GA TS FOR 12 G4 FRAMING. (WWII . BECK �({RI dRIYB IESTING, INC. MONOLRHIC SLAB FOUNDATION }� MEZM Horn 2,U 3RH T \\\tea' e°Nda'aE VAe eamlwrn°n ryFEOETAR t OR],SMEEf ]OFQ a3CDARN DB RI HELIX WENSI (S E EACHRAFTERWDHFXIEN310NS (SEE DETM J, SNEET 3 OF 1) TYPICAL FREESTANDING LEAN-TO NOtTo Scale nN0. i 9 jechto E1d®Li4d,se No.38538 : Qom- �'Q STATE OF CAROLINA CARPORTS, INC. I" II-- 10.2146 EECHTOL ENGINEERING : RR • �*-; _ NTS AND TESDNO• Nee. oaelm omlmrAE eNAVAOmv- xm IAnmas n3,Tm veeme "`� TB '�`..'n G161101' w INSTALL 12' x MINIMUM S' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH RAFTERIBOW POSTS ALONG SIDES OR INSIDE EVERY OTHER END WALL POSTALONG END WALLSECTIONS 2.12'EMBEDMENT �r T MINIMUM S' EXPANSION ANCI SE RAIL WITHIN 6'OF EACH ALONCG�S��IDES ANDINSIDE ENDWA27POSTALONG ENO NS�''�MIN. 6' MINIMUM 2-12' EMBEDMENT MINIMUM 4'� 1Y le./..,. 11 CO ONOLTTHIC CONC. FOOTING 12500 PSI MIND 4� ' � R:; NTINUOUS4'00NCRETE PAVEMENT REINFORCED WITH 2 p4e CONTINUOUS CONCRETE BASE RAIL ANCHORAGE CONCRETE BA RAIL ANCF �.: - NdI TO Seat (OPTIONAL -OPEN CARPORTS ONLY) Not TO Smle (oP71ot1AL) N 3 r DRILL SW HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 12' DIAMETER IASHERS DRILL 518' HOLE THROUGH THE BASE RAILAND SECURE TO ANCHOR EYE WITH Ur DIAMETER TS CONTINUOUS THROUGH -BOLT BASE RAIL OR I Not To Sole J L CONTINUOUS4' CONCRETE PAVEMENT - EYEANCHOR SIB' ROD 30' LONG WITH DBL 4' HEa 'E CONCRETE BASE RAIL TS RAFTER POST 2k4.16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER CONNECTION WITH (4)1/4' x V SDPS, 2 ON POST, 2 ON RAFTER' TS LEAN-TO k2k2' 16 GA ANGLE CUP SECURE TO POST AND RAFTER WITH (4)1/4' x 1' SDPS, 2 ON RAFTER, 2 ON POST . o POST / LEAN-TO RAFTER CONN. DETAIL P' Not To Sale EYEANCHOR U S/B' ROD 30' LONG WITH DBL4' HELD( TS CONTINUOUS BASE RAIL BASE RAIL ANCHORAGE Not TOScale NO SCREWS REQUIRED IN BOW BEND 3' 24' 16 GA U-CHANNEL BRACE (S TO T' POST) 48' 16 GA U-CHANNEL BRACE (8' TO 14' POST) BOW RAFTER BRACE ANGLE SHALL BE MIN. 45- TO MAX. 80' FROM HORIZONTAL NOTE: BRACE NOT REQUIRED AT CORNER IF END ENCLOSED NIPPLE TO 3/16' RAFTER ` 4.16 GA U-CHANNEL BRACE (5' TO T POST) 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 `L6' LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) 1/4'x 1- POST SELF -DRILLING FASTENERS BOW RAFTER/POST DETAIL_ 4 Hot To Soale NIPPLE' :RAFTER 12' LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4)1/4' x 1' SDPS, 24- 16 GA U-CHANNEL BRACE (5' TO T POST) 48116 GA U-CHANNEL BRACE IS TO 14' POST) BRACE ANGLE SHALL BE MIN. 46- TO MAIL 60- FROM HORIZONTAL NOTE BRACE NOT REQUIRED AT 2-12' FOR 14 GA FRAMING 76 GAUGE U-0HANNEL BRACE 2-114'FOR FASTENED TO THE POSTAND 12 GA FRAMING RAFTER WITH (2)1/4'x 1-SDPS AT EACH END (4 PER BRACE) BRACE SECTION Not To Scala V LONG TS NIPPLE SECURE WITH (4)1/4kl-SOPS TS RAFTER POST SIDE EXTENSION S ,5 AFTERPO/$T DETAIL - 1-1/2'1B GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) 3H6' x 1' SELF -DRILLING FASTENER SPACED NOT MORE THAN 4S' O.C. GA METAL ROOF PANEL ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale RAFTER 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4)1/4' x 1' SDFe / 1. BOX SAVE RAFTER/POST DETAIL D -' Nat TO SrWa� `1-12' x 1-12' x 2' 18 GA CUP ANGLE SECURE TO RAFTER AND GABLE RAIL W/ 4 1/4k1' SOPS, 2 ON TOP, 2 ON BOTTOM CUPGLEE CUR T CUP ANGLE SECURE TO �' RAFTER POSTAND GABLE RAIL WITH (4)1/4k1' SDPS 2 ON TOP, 2 ON SIDE TS GABLE RAIL TS RAFTER POST GABLE RAIL TO RAFTER POST C_ONNE CI` ON DETAIL Not To Sole NOTE- 14 GA FRAMING IS 2-12' x 2-12' TUBE STEEL ITS). 12 GA FRAMING IS 2-1/4• x 2.1N'TS. WPPLES ARE 24W x 2-114' 14 GA TS FOR 14 GA FRAMING. NIPPLES ARE Y x 2' 12 GA TS FOR 12 GA FRAMING. INC. 'Q ' STATE OF : =4[/� CAROLINA CARPORTS, INC. 10-21-16 mvBECHTOL ENGINEERING �'�' RR �'•!` NTS AND TESTING, Ina. oamum oamra onmma�.o uawna m.s 000-ae ]--TB.,.... ,G76001. v r DBL. HDR. S' LONG TS NIPPLE SECURE EACH WITH (4)1/4'x1' SELF -DRILLING FASTENERS CRAFTER POST/DBL. HEADER DETAIL ' Not ToSnle RAFTER WITH (4)1/4'x P SOPS, (2) ON BOTTOM, (2) ON SIDE END POST (-,;-�_END POST/RAFTER CONN. DETAIL Not 7o Scale 1' x 1' SDF 12' O.C. ROLL -UP DOOR GUIDE TO POST CONNECTION DETAIL Not To Scale CURTAIN: 25 GA. BalvaNzed steel with baked on epoxy primer & polyester top coal RAFTER POST 9' LONG TS NIPPLE SECURE WITH (4)1/4' x 1' SELF -DRILLING FASTENERS HEADER NIPPLE TO DBL HDR 2 RAFTER POST/HEADER DETAIL Not Td Scale TS i-12' x I-lW x 2' 16 GA CLIP ANGLE SECURE TO POST AND BASE RAIL WITH (4)1/4'x1' SDPs, (2) ON TOP, (2) ON SIDE B END POST/BASE RAIL CONN. Not To scale —Fat—; _{' TS NONSTRUCTURAL :.= T:A:. -_.:#' HEADER SWINGING DOOR (Stm varies, see plan) POST n S' LONG TS NIPPLE SECURE EACH WITH (4)1/4' x P SELF -DRILLING FASTENERS - /—TS POST CONTINUOUS BASE RAIL NIPPLE TO RAFTER POST/BASE 3 BASE RAIL CONNECTION DETAIL Not To SWIe POST 2' x 2' x 2' 16 GA ANGLE CUP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAILIGIRT WITH (4) 1/4' x 1' SOPS (2) ON TOP OR BOTTOM, (2) ON SIDE TS NONSTRUCTURAL HEADER OPTION) NON-STRUCTURAL HEADER, WINDOW D RAIL, OR GIRT TO POST CONN. DETAIL Not To Sple SECTION N 1/4' x 1' SDF 12' O.C. L ullw. TS TRUSSED RAFTER CHORD, / OR NONSTRUCTURAL HEADER J TS END POST OR DOOR/ WINDOW FRAME POST 25d'x2. 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) TS BASE WINDOW RAIL OR AND RAFTER CHORD/RAIL WITH NON-MUCTURALHEAOER (4)1/4'xl'SDPs,(2)ONTOPOR 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 �ZNON-STRUCTURAL HEADER CONN. DETAIL Y Not To Scab S' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4)1/4' x 1' SDPS TS RAFTER POST NIPPLE TO 3/16' BASE RAIL TS CONTINUOUS BASE RAIL -P GT/BASE RAIL CONN. DETAIL NoeSl�ab NOTE 14 GA FRAMING IS 2-01r x 2-12' TUBE STEEL (TS} 12 GA FRAMING IS 24W x 2-1/4' TS. NIPPLES ARE 2- W x2-114' 14 GA TS FOR 14 GA FRAMING. NIPPLES ARE 2' x 2' 12 GA TS FOR 12 GA FRAMING. BEC R� LL�• ESTING, INC. 605 �•'r'7 // D 1(uSw Son No. S49 - ', /001 � 0 omas • .E. ' d8® r 0 ' STATE OF ,,�Ss,/DNA* F'�1��• CAROLINA CARPORTS, INC. 0°` iD21-18 al BECNTOL ENGINEERING RR NTs AND TESTW0. a,c TB n G16001 ^°e1b1�m00i0 I.TB SHEET40F