The URL can be used to link to this page

Home My WebLink AboutPLANS 1TABLE 1 BOW/RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR WIND ULTIMATE NOMINAL MAXIMUM POST I RAFTER PURLINS, AND POSTS OR GIRTS (INCHES) EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END CATEGORY (MPH) (MPH) (FEET) POSTSIRAFTERS POSTSIRAFTERS 115 TO 150 j 89 TO' 116 1 5.0 6 6 B, C, or D 151 TO 180 1 117 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 APPROVAL PRODUCT CATEGORY SUB CATEGORY MANUFACTURER No. 8 DATE STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.R3 26 Gauge AG Panel 08/18/15 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.R3 26 Gauge AG Panel 08/18/15 EXTERIOR DOORS IN� POCAHONTAS ALUMINUM COMPANY, INC. FL12903.R3 Model DD100 07/16/15 EXTERIOR D�� v� ROLL -UP CAROLINA CARPORTS, INC. FL16806.R1 -` 1+ Steel Roll -Up Sheet Door 08/18/15 OWS SINGLE HUNG POCAHONTAS ALUMINUM COMPANY, INC. FL12940.R3 Model 100 VS 07/08/15 METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS FOR CONSTRUCTION IN THE STATE OF FLORIDA PREPARED FOR: CAROLINA CARPORTS, INC. FILE Cwr - P.O. BOX 1263 DOBSON, NORTH CAROLINA 27017 PREPARED BY: BECHTOL ENGINEERING AND TESTING, INC. 605 WEST NEW YORK AVENUE + DELAND, FLORIDA 32720 THESE PLANS AND ALL PROPOSM t birIn of Authorization No. 00005492 Af E SUBJECT TO ANY C01>:ffECTIONS REOUIRED BY PIELD INSPEC701% THAT MAY BE NECENAlIY IN ORDIER TO COMPLY WITH ALL APPLICABLE 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: 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-W INCHES ELSEWHERE. ST, DIVISION FOR IAN REVIEWED BY - DATE G•.?cvS _ PLANS AND PE - MIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE ECEUVE OCT - 6 UD REINFORCING STEEL: THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY GALVANIZATION: THE UNDERSIGNED PROFESSIONAL ENGINEER, AND METAL ACCESSORIESFORUSE IN EXTERIOR WALL CONSTRUCTION AND NOT ARE IN ACCORDANCE WITH THE REQUIREMENTS OF I DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE SECTION 1609 OF THE FLORIDA BUILDING CODE, WITH ASTM A 153, CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS AND FIFTH EDITION(2014). THE PLANS ARE VALID UNTIL NAILS EXPOSED DIRECTLY TO THE WEATHER SHALL BE STAINLESS STEEL OR THE NEXT REVISION OF THE FLORIDA BUILDING HOT DIPPED GALVANIZED. SCANNED CODE. BY ``\\\lllllllff/II'' .�`�.a5 R^H. BFc�''% 2. THESE STRUCTURES ARE DESIGNED ASUTILITY/STORAGE BUILDINGS CAPABLE OF SUPPORTING -DEAD 'LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADSAMPROVEMENTS:NOTSPECIFICALLY _ 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. CONCEAIED FASTENERS O�RRATTACHMENTS 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 Q 6' O.C. AVERAGE. ARE THETRRAWf1rONSIBIY1 INIOEFFTHE S. ALL FIELD CONNECTIONS SHALL BE 1/4" x 1• SELF DRILLING SCREWS. CONTRACTOR OF RECORD 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. POSTIRAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. OF II1111111\\ CAROLINA CARPORTS, INC. 8-2&15 M BECHTOL ENGINEERING RR NTS AND TESnNG, M, Ta " G15001 n..�e....,n vrwa.w�W uo aawua „ss uoma F—TB I SHEETt0F4 OVERALL LENGTH VARIES DEPENDS ON NUMBER AND SPACING OF BOWS �• I WRH CONTROL SEAL WASHER (SEE TABLE 1 FOR FASTENER SPACING) 12 Q3 BOXEAVEOPNON SIDE EX1EN310N 24'16GAULC ANNELBRACE FASTENEDTO EACH BOW FRAME WI Wxl'SDPA N INISH GRADE SLAB ' B 3 MONOWHIC AB FOUNDATION ORTOPOF DF 4 4 2 SI COWINUOUSCONCRETEAB CONCRETE 3 (OPEN CMPORTS ONLY) 30'-0' MAX. RAFTER SP 6' R>mm R~ELROOFING SEE ABLE 1 SEE TABLE 1 SEE SABLE 1 SEE TABLE 1 SHEETIOF4�- •SHEETl OF4 SHEETTOF4 SHEET10F4.: TYPICAL BOW RAFTER SEORIME RXIS AND ALL PROPOSSOMW ANGIDR9NDT REDUDiFD WIM caNt�TEsua coNstRULTIav NDITO Scale ARE SUBJECT TO ANY CORRECTIONSPEEGEIAR I OR; SHEET3OFq 26 GA GALVANIZED METALROOF REQUIRED BY FIELD INSPEC1ORS THAT FASTENEDRAPIERSH R1 PANELS FA6 4' SOFT WRH ONTROL L SERI WASHER 12 %IiAIY Bic NECESSARY IN ORDER TO (S OR FAS (SEE TABLEIFOR FAGTENERSPAGNG). COMPLY WITH ALL APPLICABLE CODES. CONNECTIONS, i;z ALL SIDES SAVE OPTION IX NS10N INISH GRACE MONOLTMIC SLAB FOUNDATION I OR TOP OF —40'-0' MAX. RAFTER SP TRUSSED BOW SECTION ANCNDRS NOTpEDNPID W11H NW TO Sale - t°NfAET IOR2ON3I 3OF 4) Isf:E DETAR 1 oR; sTEErsoFo ROOF PANELS 4 6 7�� 3 3 BOX EAVE OPTION B 3 LEAIiTO RAFTE0.GET BELOWTOPOFIE MONOLITHICSLASFWNDATION B 3 B 3 4 4 2 CONTINUOUS CONCRGIE SLAB 2 3 (OPIRI CARPOR150NLY) 3 MAXIMUM_ 14'-0' MAX. SPAN-30'-0' RAFTER SPAN g ANCHORS NOTROQUIREOWRH LONCRETE SLPB LOHSTIDLTENI 13FE CETAR 1 OR;SHEET 3 DF A) TYPICAL SIDE/LEAN-TO EXTENTION SECTION Not To Stale - MA DOWN ENCINEEWNG, 3D• IONC WI9N 5 ROD AND DBL 4' NELIX EYE ANCNOR NOHJ!" ROUNOA�FICHORS ®FACII END (SEE DUAL !, SHEET 3 OF 4) MlCHORS NOTREOUREDV.IIH ,�`�RAFTERP ELEVATION"` IOSTAND EVERYOTHER 3�9 SIDE IUTEwOR RAFTER PosrLorAnoN SIDE OPENINGS �J S1"BC01613N'1O"` (SEEDETNL3,SHEET3OF4) RFE tEFALL 10R; 3NEE'F3aFq - Not TO Scab FILt y MA% A'IA1(' 10 ' '-0AX• M- EETABEI.SHEET1OF4 5'-0 E-0x MAX TS HEADER 6 GA GALVANIZED S METAL ROOF PANELS W GALVANZED METAL SIDE PANELS. 4 SELIIRE WALL PANELS TO RAFTERPOSTSANO ENOEmv WTMROL ES WASH R SCREWS WI COMBOS SEAL WASHER - °PENRIGFORROLLLPORSWWfiNG (SEETA&E IFOR FASTENER SPACING) TS ENDWALL POST p°pRW1IH NON TYUCNRAL HEADER MAxWlurnGEARsvA=1z - NDwALLTS POST 6 G0. GALVANIZID METAL SIDE PANELS L I I I I I I � I WF- ROUNDP ®END ROUND ANCHORS @EACH END POST LOCATIONS END POST LOCATION 6 4 IRAFTER POST AND EVERY OTHER (3EE SHEET AxcNORS NDTREAUWFDWIM 4 4 (SEE DETAIL 3 ON SHEET 3 OF 4) END WALL OPENING AxcxORSNOTREDUw DWTIN ctaraETEKMODrsmUmAn COE`� 3EE° A"'°R''B �E 3°`° END WALL SECTION NWT.S Not TC Scale NOTE: 14 GA FRAMING IS 2.1?x 2-12' TTUBE STEEL (ITS). 12 GA FRAMING IS 2-W x 2-IA' NIPPLES ARE 2-1Wx 2-V IN1*0 Ah IFUAA G%�fRAMING. 26 GA GALVANIZED METAL RDOF, NIPPLES ARE 2'X; ZAa� F`R+14SgAF.1IN6�/ PANE6FASTENEDTORAFTERW T� Fl QC 1Wx1'SDINWfTHWN7TROLSEALWASHER --AA ` ly (SEETNKE1FORFASTENERSPAGNG) > - ..' V.GEN$ - -�}�-$'-(1'�-5'-0'+♦r—SEESPBLE.I, GREET"10F.4 — - _ I I— E - `BECHTOL EERING-AND TEST[415 G66 — - 6 6D5WESTNEID^ -^ AVENUE11p. 38538 GABLED OPEN END WALL SECTION Not To Scale I MONOLITHICBLASFWNDATION 3 B 2 4 3 (OP NNCARPOROSJONL ESIAB 14'-0' MAX. SPAT ANGICRS SO OOWEDNNH (SEEDETE IC mSs 30F4) (GEE DETAR 1 OR 9. NNIEET 9 OF I) 13P HB WWTHE SIGN 6.OF EACH BOW WITH EXTENSIONS (SEE DETNL 9, SNEET90F 4) TYPICAL FREESTANDING LEAN-TO Not To Scale CAROLINA CARPORTS, INC. &25-15 BECHTOL ENG/NEER/NCI RR NTS AND TESTING, fnTx oxmAls Fom>»rw Drmwot uD Neoeus T¢vc Trams oAn TB "' G15001 I — TB I SHEET20F4 INSTALL 12' x MINIMUM S' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6- OF EACH RAFTER POST ALONG SIDES AND INSIDE EVERY OTHER END WALL POST ALONG END WALL SECTIONS MINIMUM EMBEDMENT MONOLITHIC CONC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 65's CONTINUOUS CONCRETE, BASE RAIL ANCHORAGE NW To Scale (OPTIONAL) DRILL SlW HOLE THROUGH THE 2'WASHERS BASE RAILAND SECURETO ANCHOR EYE WITH 12' DIAMETER k _Te rnuT BASE L CONTINUOUS4' CONCRETEPAVEMENT EYEANCHOR 5/8' ROD 30' LONG WITH DBL 4-HELIX TERNATE CONCRETE BASE RAII o Scab (WHERE SLAB IS TOO NARROW TO US EXPANSION ANCHOR BOLTS) TS LEAN-TO TS RAFTER POST 2St27Q' 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH 1/4-x 1' SOPS, 2 ON RAFTER, 2 ON POST INSTALL 12' x MINIMUM 5- EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6- OF EACH RAFTER POST ALONG SIDES AND INSIDE EVERY OTHER END WALL POST ALONG END WALL SECTIONS \ H`HMIN. 6' 2-12- EMBEDMENT CONTINUOUS 4' CONCRETE PAVEMENT CONCRETE BASE RAIL ANCHORAGE Not To Scale (OPTIONAL- OPEN CARPORTS ONLY) DRILL 518' HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 11T DIAMETER THROUGH -BOLT TOP OF ASPHALT F OR STABLE GROUND 3 Nat To Sple$r/a C =LAMS AND AL OP0S6D WORT ARE SUBJECT TO ANY COPAECT IONS REOUIRM BY FIELD INSPECTORS THAT MAY BE NECI MMY IN OHM TO i1 POST / LEAN-TO RAFTER CONN. DETAIL O Not ToSple 2-12' FOR 14 GA FRAMING 2-1/4' FOR CONTINUOUS 24.16 GA U-CHANNEL BRACE (S TOT 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 NO SCREWS CORNER IF END ENCLOSED REQUIRED INBOWBEND NIPPLE TO 3116' RAFTER 6 GA U-CHANNEL BRACE (F TO 7' POST) 6 GA UCHANNEL BRACE (B'TO ej 14- POST) ANGLE SHALL BE MIN. 45' &72'CE MAX 60' FROM HORIZONTAL E: BRACE NOT REQUIRED AT NER IF END ENCLOSED 6' 6' - 3' ONG TS 12 GA NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH 4 IN x 1• TS RAFTER POST SELF -DRILLING FASTENERS l BOW RAFTER/POST DETAIL 4 Not To Scale NIPPLE TO 3116' 6' LONG TS 12 GA NIPPLE RAFTER TSECUREWITH41/4'xl'SDFS 12- LONG TS 12 GA NIPPLE SECURE POST TO NIPPLE WITH 4 1/4' x l' SDFs, 24.16 GA U-CHANNEL BRACE (STO T POST) 48.16 GA UCHANNEL BRACE (B' TO 14' POST) BRACE ANGLE SHALL BE MIN. 45' TO MAX. 60' FROM HORIZONTAL NOTE: BRACE NOT REQUIRED AT RAFTER POST SIDE EXTENSION RAFTER/POST DETAIL 5 Not TO Scale FAs1ENEDTDTHI MnAND RAF 1ER POSITIONED AT 45 UEOREFB, WITH 2-lW x I' TS RAFTER SELF4)NLLLINGSCREWSAT EACHEND(4PERDMCE) BRACE SECTION Not To Scale GA.METAL ROOF PANEL ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale RAFTER 6- LONG TS 12 GA NIPPLE SECURE POST TO NIPPLE WITH 4'IW x 1'SDFs RAFTER POST BOX EAVE RAFTER/POST DETAIL 6 Not To Scale 1-12' x 1-12' x 2.16 GA CUP ANGLE SECURE TO RAFTER AND GABLE RAIL W/ 4 1/4St1' SOPS, 2 ON TOP, 2 ON BOTTOM 1-12' x 1-12' x 716 GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAILW/41/4'x1'SDFs TS GABLE RAIL 2 ON TOP, 2 ON SIDE TS RAFTER POST GABLE RAIL TO RAFTER POST CONNECTION DETAIL % Not To Scale i NOTE 14 GA FRAMING IS 2-112' x 2-12' TUBE STEEL (TS). 12 GA FRAMING IS 2-11V x 2-1/4' TS. NIPPLES ARE 2.1/4' x 2-1/P 12 FGpAgTS FOR 14 GA FRAMING. NIPPLES ARE 2'zY``GATS 11113(G AMING. R HiFFRe� �I -BECHTOt6T1��(Ol�'ElN@ES��11�6.- fi05WESTNaaAA��AVENUE DELAND. 32720 eoFA- o �DNo. 1853H FbddTE OF ........oP.• 'C' �'//S�ONAL;Vt�`' CAROLINA CARPORTS, INC. 8-2575 BECHTOL ENGINEERING w^ RR NTS AND TESTING, (nc oiams o>nmwi. onw,om•m. uo aoows ream owmS O°a TB "' G150D1 gym°•+""°�'^°®P° .TB I SHEET SO 12 GA NIPPLE NCH WITH 4 1/4'x1' ING FASTENERS xOST RAFTER POST/DBL. HEADER DETAIL NM To Scale 2'x?X2' 16 GA ANGLE CUP SECURE TO POSTAND RAFTER WITH 1/4'x V SDF3, 2 ON TOP AND 2 ON SIDE END POST END POST/RAFTER CONN. DETAIL '' Not To Scale x 1' SDF I CURTAIN I ROLL -UP DOOR GUIDE TO POST CONNECTION DETAIL Not To Scale CURTAIN: 26 GA. galvantred steel w lh baked on epoxy primer B polyester top coal. W. IS 12 GA NIPPLE. WITH 4 1/4' x V ILLING FASTENERS TS HEADER NIPPLETO DBL: HDR. 2 RAFTER POST/HEADER DETAIL Not To Scale TS RAFTER POST 1AW x t-1/2'x 2' 16 GA CUP ANGLE SECURE TO POSTAND BASE RAIL WITH 4 1/4'k1' SDFS ITS CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. Not To Scale SWINGING DOOR (Size varies, see plan) POST 0 12 GA NIPPLE CH WITH 4 1/4' x 1' ING FASTENERS BASE RAIL RAFTER POST/BASE 3 BASE RAIL CONNECTION DETAIL Not To Scale POST 2' x 2' x 2' 16 GA ANGLE CUP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAILIGIRT WITH 1/4' x 1' SDF5 TS NONSTRUCTURAL HEADER TS WINDOW RAIL (OR GIRT FOR VERTICAL SIDING OPTION) NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL Not To Scale THESE PLMS AND ALL PROPOSSID WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPEC'PDRS THAT 144Y BE NECIMSARY IN ORDLM TO COMPLY VITH ALL APPLICABLE CODES. A SECTION NM To Scale TS TRUSSED RAFTEF OR NONSTRUCTURAL TS END POST OR DOOR/ �\ WINDOW FRAME POST TS BASEA'OINDOW RAIL OR NONSTRUCTURAL HEADER 1/4'x 1'SDF - ® 12' O.C. 2' 2',Q' 16 GA ANGLE CUP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH 4-1/4'x1' SDFs, 2 ON BOTTOM AND 2ON 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 4 NON-STRUCTURAL HEADER CONN. DETAIL Not To Scale NIPPLE TO BASE RAIL i SDF5 RAFTER POST CONTINUOUS BASE RAIL POST/BASE RAIL CONN. DETAIL NMTo Scale NOTE 14 GA FRAMING IS 2-1Q' x 2-12' TUBE STEEL ITS). 12 GA FRAMING IS 2-11C x 2-1/4' TS. NIPPLES ARE 2-1/4' x 2-1/4.12 CATS FOR 14 GA FRAMING. NIPPLES ARE T x T 12 GATS FOR 12 GA FRAMING. BECHTOt _ `�TJJ fat INC D_ELAND Fp��Y 32720 J` CertificateAirT•T4➢onN 92- - -Q _ 48538 Tiromas x. Florida .3S93&— cCORIOP,• FYTFRI,DR �s�ONAL,E�C`��` CAROLINA CARPORTS, INC. BECHTOL ENGINEERING — RR "" NTS AND TESTING,AV !na .c� w. uo .awus +awc oc.ma °`a TB `" G16001 .TH I SHEET401 f f TABLE 1 BOW/RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR PURLINS, AND POSTS ORGIRTS MAXIMUM (INCHES) WIND ULTIMATE NOMINAL POST-/ RAFTER RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RI AFTERS 115 TO 150 89 TO 116 5.6 6 6 Ior1I B,C,orD 151 TO 180 1 117 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. I 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 14" (3:12 pitch). Spacing requirements for other roof heights and/or slopes may vary. 4. Ground anchor requirements are 1 @ each comer and one every other interior bow/rafter post location, at a maximum of 10' O.C., and both sides of openings where base rail is absent. 5. Ground anchors are not required with concrete slab construction. APPROVED PRODUCTS LIST APPROVAL PRODUCT CATEGORY SUB CATEGORY MANUFACTURER No. &DATE STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS; INC. FL6596-R2 26 Gauge AG. Panel 10/09/12 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702-R2 26 Gauge AG Panel 10/09/12 EXTERIOR DOORS SWINGING ELIXIR INDUSTRIES GA. FL1722-R4 Model 402-14. 03/14/12 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888-R3 -Model 203 _ _ —04/03112 = WINDOWS -- __- -=- - —�INGL-E HUNr' __ ._ � -POCAHONTASALUMINUM COMe,4N {_INC 11294G-R - --- -Model-100 VS =- -a_ -- _--- __ - -_ 04/06112_- — 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. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 Certificate of Authorization No. 00005492 WINDOW AND DOOR NOTE SCANNED BY �;t Lucie County EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE. CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: ANSI/AAMNNW W DA 101/IS2 2197 THE CONSTRUCTION SHALL BE TESTED IN ACCORDANCE WITH ASTM E 330, STANDARD TEST METHODS FOR STRUCTURAL PERFORMANCE OF EXTERIOR WINDOWS, CURTAIN WALLS, AND DOORS BY UNIFORM STATIC AIR PRESSURE. i CONCRETE: CONCRETE SMALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF S PSI AT 2B DAYS. I COVER OVER REINFORCING STEEL FOR FOUNDATIONS. MINIMUM CONCRETE COVER OVER REINFROCING BARS SHALL BE S INCHES W FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WmjTHE EARTH OR EXPOSED TO THE EARTH OR WEATHER AND I IQ INCHES EISEYUHERE REINFORCING BARS EMBEDDED IN GROUTED CELLS SHALL HAVEA MINIMUM CLEAR DISTANCE OF 114 INCIIFORFINEGROUTOR 1n INCH FOR COARSE GROUTBETWEEN REINFORCING BARS ANDANY FACE CF ACELL REINFORCING BARS USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER 0NCLUDING GROIm OF NOT LESS THAN 2 NCHES FOR MASONRY UNRS WIiH FACEEXPOSEDTO EARTH OR WEATHER 1 la INCHES FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER GENERAL NOTES: 1. ALL STEEL TUBING SHALL BE 50 KSI STEEL. 2. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH 1/4" x 1" SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER @ 6" 3. ALL FIELD CONNECTIONS SHALL BE 1/4" x 1"SELF DRILLING SCREWS. 4. ALL SHOP CONNECTIONS SHALL BE WELDED. 5. GROUND ANCHOR REQUIREMENTS ARE 1 @ EACH CORNER AND ONE EVERY OTHER INTERIOR RAFTER POST LOCATION, AT AM SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING AND/OR 6. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUh 7. POST/RAFTER BRACING: BRACE ON EVERY POSTIRAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. FOR USE IN EXTERIOR WALL CONSTRUCTIONAND NOT DIRECTLY EXPOSED TO BEGALVMN DINACCORDANCEWTTHASTMAIM.CL B METALPIATE IS. BOLTS AND NABS EXPOSED DIRECTLY TO THE WEATHER SHALL BE STAINLESS OF NOT AVERAGE. OF 10' O.C., AND BOTH 'rE SLAB CONSTRUCTION. WITH A 91" r#zy 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 2010 LORIDA BUILDING CODE. THE PLANS ARE VALID UN IL THE NEXT REVISION OF THE FLORIDA BUILDING CODE`11,11 BECHTOL1YN ING, INC. CAROLINA CARPORTS, INC. 3-16-T5 BECHTOL ENGINEERING — RR NTs AND TESTING, ine. a �um�wu,,e ®,w.xmnmm� uo ..meuz miwc cis G15001 0F4 '^""'7g aHEET1 26 G4 GALVANIZED METAL ROOF PANELS FASTENED TO RAFTER WITH 1IC x V SDPS WITH CONTROL SEAL WASHER (SEE TABLE IFOR FISTENFI2 SPACING) 12 Q3 4 B BOXEAVEOPTION 3 3 S C SIDEEXTENSION 24. 16 GA UHAMJEL BRACE 3 FASTENED TO EACH BOW FRAME S WITH 1N•a 1-SEES 'U_ at w o — INISH GRADE 0 15 MONOLITHIC SLAB FOUNDATION OR TOP OF t B CONCRETE • 2 CONTWUOUSCONCRETESLAB It)4 3 (OPEN CARPORTS ONLY) 3V-O" MAX. RAFTER SPA 3 ANCHORSNOTREWWEDVoTo TYPICAL BOW RAFTER SECTION CONCRETE 6IAS LENSTtUCTION. Nat TOScale (SEE ° EIAR+ OR 2- SNFET 3 OF 4) 26 GA GPIVANRED METAL ROOF PANELS F/STENEDTO RAFTER WITH 1W x 1' SOPS WITH CONTROL SEAL WASHER 12 (SEE TABLE I FOR FASTENER SPACING) 3� 46• Si6•/ h 4 3 FINALE WEe CONNECTIONS. 'WELD AU -SIDES BOTH SIDES 6 BOXEAVEOPMON 3 S SIDE EXTENSION 3 INISH GRADE 3. MONOLTTHICSLABFWNDATION OR TOP OF B CONCRETE 4 2 CONTINUWS CONCRETEBLAB 3 (OPEN CARPORTS ONLY) 3 T-0• MAX. RAFTER SPAN a TRUSSED BOW SECTION PNCHOR OUIFFD WIDI Not TOSrala SLAB CONsmu3RIN1 (SEE DETAR 10R2 SHF£T30FI) (SEED AI-IO 26 GA GALVANRED METAL ROOF PANELS PAS TENEDTORAFTER/BOW FRAME WITH (SEE TABLE I FOR FASTENER it 3 3 BOX EAVE OPTION 3 LEAFHTO RAFTERa T BELOW TOP OF LE 1 6 3 MONOLITHIC SIPS FOUNDATION 1 e 3 4 2 4 2 3 CONTINUOUS CONCRETE SIRS .3 (OPEN CARPORTS ONLY) 14--0• MAX. SPAN _ 3F-0- MAXIMUM_ 3 RAFTER SPAN 3 CONCRETE SLREOAONSTRUSI+1 CONCRETE ZSNEEUCOIXI (REE OETPIL 1 qi 261FcET30F4) TYPICAL SIDE/LEAN-TO EXTENTION SECTION Not To Scale 6• OR GA SEE TABLET SEETABLEI SEETABLEI SEETABLEI SHEETIOF4 SHEET 10F4 SHEET OF 4 SHEET OF 6• 6' 6' OVERALL LENGTH VARY' e �1-1O1-1� v v I �I�I I�I�I li IN �I:I �LI I. I I� �LI MIMI I� �In! �IIEII 11=IF�I—' =111� n=t�i—__iiE=ir n—Ilelhll 11— h11 IPI �n'�II�n�II—II— DOWN ENGINEERING. 30' LONG WHH I-71/E B- ROD AND DBL 4• HF11X EYE ANCHOR (SEE DUAL 3, SHEET 3 OF 4) -- ANDNERSNOTREO,,.. ROU.DANCHORS@aScHEND ANCNOR3 xOi REOUKEDWRH coxcRETES�saCONsnwcnoN RAPIER P03TAND EVERY OTHER SIDE OPENINGS °°E.,G. oxfim6GoFH tsEE DEruL+areasHEET3oFn SIDE ELEVATION INTERIORRAFIERPOSTLOCATION (SEE OETAa+OR;3NEETa OFa) NPI TuSmk (SEEDETAIL3,SHEET3OF4) No1TO Scale ••.- • - 111�1 I�III I®III 111�1. II®111 III�I 111�1 II�I11 l�lll 111�1 EE TABLE L SHEET t OF4 B HEADER GAGALVANIZED METAL SIDE PANELS. `. SECURE WALL RANELSTO RAFTER POSTS AND END PC6TS WTR1114-x I-SELF-D dWNG (SEE ABLE I FOR FASTEALWASHIN (SEE TABLE 1 FOR FASTENER SPACING) DWALL TS POST ROUND POST® END POSTLOC4TIONS TSEESHEET3) ANGHORSNOTREO AN61roRSESLAB OUWEDWTN. ISEEDF NLIC C( END WALL OPENING `EEDESs-1O ` StEET3GF,I) SEED "L'°R2. (3EEOETNL t OR2.6NEET30F41 Not To Smla ——.$—�$—SEE TABLE 1, 26 GA GALVANIZED METAL ROOF PANELB FASIENEDTO RAFTER WITH 1W x 1-SDF'S WITH CONTROL SEAL WASHER (BEE TABLE 1 FOR FASTENER SPACING) MONOLITHIC SLAB FOUNDATION (SEE DETAI L 3. SHEET 3 OF 4) GABLED OPEN END WALL SECTION TYPICAL FREESTANDING LEAN-TO Not To Scale Not To Scale ISiT M-0AX / META. GALVAPANELS NIZED "T-OT ENDWALL POST 26 GA GALVANIZED METAL SIDE PANELS —GROUND ANCHORS @ EACH END RAFTER POST AND EVERY OTHER END POST LOCATION (SEE OETAIL 3 ON SHEET 3 OF 4) END WALL SECTION Not To Scale NOTE 14 GA FRAMING IS 2-11T x 2-112• TUBE STEEL (TS). 12 GA FRAMING IS 2-114- x 2-1WTS. NIPPLES ARE 2miW x 2-114. 12 GA TS FOR 14 GA FRAMING. NIPPLES ARE T x 2.12 GA TS FOR 12 GA FRAMING. R H BECHTOL EIIIG INrx�t�C 605 WEST NEK VENU DELAND;FL�R10E20— — /• i -- seTTTC3lenta, hDDN0 0.3 3 O Thomas BOLHT W Florida Liien - RT OF I�6 f 70NAL CAROLINA CARPORTS, INC. 3-16.15 BECHTOL ENGINEERING ° RR NTS ME AND TESTING, inc. TB 'Oi G15001 7B. SHEET20F4 24' 16 GA U-CHANNEL BRACE ('_ -- T POST) A INSTALL 12` x MINIMUM 5' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6- OF EACH RAFTER POST ALONG SIDES AND INSIDE EVERY OTHER END WALL POST ALONG END WALLSECTIONS 2-1/2'EMBEDMENT MONOLITHIC CONC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 #Ss CONTINUOUS CONCRETE BASE RAIL ANCHORAGE Not TO Stale (OPTIONAL) 6- LONG TS 12 GA NIPPLE SECURE WITH 4 1/4' x 1' SDPs TS RAFTER POST 1/2'x MINIMUMS 3i16• ,NIPPLE TO RICTION ANCHOR STEEL PLATE x 2-112` x 1/4' GALV. STEEL PLATE r—MINIMUM 2-11T EMBEDMENT ONOLITHIC CONCRETE FOOTING u u ALTERNATE POST TO CONCRETE FOUNDATION CONNECTION DETAIL Not To Scale TS LEAN-TO TS RAFTER PLATE (ONE REOL I•x2.16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH 114'x V SDPs, 2 ON RAFTER. 2 ON POST s POST / LEAN-TO RAFTER C_ ONN. DETAIL Not To Swle INSTALL 1/2` x MINIMUM 5- EXPANSION ANCHOR 48-16 GA U-CHANNEL BRACE (B' TO 14' POST) THROUGH BASE RAIL WITHIN 6' OF EACH W48-16GAU-CHANNELBRACE(S'TO14'POSTI BRACE ANGLE SHALL BEMIN.45• RAFTER POST ALONG SIDES AND INSIDE TO MAX. GO- FROM HORIZONTAL EVERY OTHER END WALL POST ALONG END NOTE: BRACE NOT REQUIRED AT WALL SECTIONS NO SCREWS CORNER IF END ENCLOSED REQUIRED MIN. 6' IN BOW BEND NIPPLE TO 3116' RAFTER MINIMUM 2-1/2- EMBEDMENT6 GA U-CHANNEL BRACE (F TO T POST) 9-112'CE ANGLE SHALL BE MIN. 45• MAX. 60• FROM HORIZONTAL NER IMF END ENCLOSED CE NOT ED AT �6• CONTINUOUS 4' CONCRETE PAVEMENT CONCRETE BASE RAIL ANCHORAGE 2 Not TO Stale .(OPTIONAL-OPENCMPORTS ONLY) DRILL 50 HOLE THROUGH THE, BASE RAIL AND SECURE TO ANCHOR EYE WITH 117 DIAMETER Tuon lll-R,T_ .2-WASHERS CONT. BASE RAIL TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE 3' 3. 6` LONG TS 12 GA NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH 4 1/4-x V IF TS RAFTER POST SELF -DRILLING FASTENERS BOW RAFTER/POST DETAIL 4 Not io SLele NIPPLE' RAFTER 12- LONG TS 12 GA NIPPLE SECURE POST TONIPPLE WITH 4 1/4' x 1' SDFs. 6- LONG TS 12 GA NIPPLE SECURE WITH 4 1/4Sc1' SDF's EYEANCHOR U 5/8' ROD 36' LONG 24.16 GA U-CHANNEL BRACE IS TO T POST) WITH DSL 4•. HECIX 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 r— TS RAFTER POST SIDE EXTENSION BASE RAIL ANCHORAGE RAFTER/POST DETAIL Not To Scale 5 Not To Snle - - GAUGE FURRING (`\ f- 26 GA METAL ROOF PANEL 2-1/2' FOR 14GAFRAMING 16 GAUGE UCHANNELBMGE 2-1/4'FOR FAST DTOWEPOSTADD 12 GA FRAMING RAFTERPOSmoNEDAT45 DEGREES.W 2-1M•xl' TS RAFTER - SF1F-0 GSL SAT EACH END (4 PERBRACE) BRACE SECTION Not To Scale ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale RAFTER 6• LONG TS 12 GA NIPPLE SECURE POST TO NIPPLE WITH 4 1/4- x 1' SDFs RAFTER POST BOX EAVE RAFTER/POST DETAIL s Not TO Stale -1-1/2' x 1-la- x 2' 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL W/ 41/4'xl" SOPS. 2 ON TOP, 2 ON BOTTOM "ox1-V2'x 2'16 GA CUP ANGLE SECURE TO RAFTER POST ANO GABLE RAILW/41/4'xt'SDFs TS GABLE RAIL 2 ON TOP, 2 ON SIDE GABLE RAIL TO RAFTER POST CONNECTION DETAIL 7 Not TaSWe NOTE: 14 GA FRAMING IS 2-112' x 2-1Q' TUBE STEEL (IS). 12 GA FRAMING IS 2-1/4' x 2-1/4' TS. NIPPLES ARE 2-1/4• x 2-1/4' 1JPbl-ciI $ FOR 14 GA FRAMING. NIPPLES ARE 2` x 2•'`2LCi4('ITS IbA)FpMING. R_H 'VS�ONAL 1V\� CAROLINA CARPORTS, INC. M BECHTOL ENGINEERING •' NTs AND TESTING, M. mmv4c cmimKri amroxmna ro +.mais to ec ox4ma TB 'a G75001 "TB SHEET 301 NIPPLE TC DBL. HDR. 6' LONG TS 12 GA NIPPLE SECURE EACH WRH 4 1/4'xl' SELF -DRILLING FASTENERS RAFTER POST/DBL. HEADER DETAIL Not To Scale 2'x2'x2' 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH 1/4' x 1' SDF's, 2 ON TOP AND 2 ON SIDE END POST s END POST/RAFTER CONN. DETAIL Not To Scale 22- _1/4'x 1i SDF _ -a @ 12' O.C. I CURTAIN I ROLL -UP DOOR GUIDE TO POST CONNECTION DETAIL Not To Scale CURTAIN: 26 GA. galvanized steel with baked on epoxy pdmer & polyester topcoat. RAFTER POST LONG TS 12 GA NIPPLE V6• of SECURE WITH 41/4'xl' SELF -DRILLING FASTENERS LE TS HEADER NIPPLETO DBL. HDR. rn1 RAFTER POST/HEADER DETAIL � Nol To Scale TS RAFTER 1 AIT x 1-0/2' x 2" 16 GA CLIP ANGLE SECURE TO POST AND BASE RAIL WITH 4 1/4k1' SDFs END POST/BASE RAIL CONN. Not To Scale - SECURE EACH WITH 4 114' x 1' SELF -DRILLING FASTENERS CONTINUOUS BASE RAIL 3/16' NIPPLE TO BASE RAIL RAFTER POST/BASE - Not Tocale BASE RAIL CONNECTION DETAIL S POST 2' x 2' x 2' 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIL/GIRT WITH 1/4' x 1' SDFs HEADER TS WINDOW RAIL (OR GIRT FOR VERTICAL SIDING OPTION) FL1T. NON-STRUCTURAL HEADER, WINDOW D%RAIL, OR GIRT TO POST CONN. DETAIL Not To Scale A SECTION Nol To Scale x 1• SDF 2' O.C. TS TRUSSED RAFTER CHI —/ OR NONSTRUCTURAL HETS END POST OR DOOR/2'1Q'x2' 16 GA ANGLE CLIP WINDOW FRAME POSTSECURE TO POST(EACH SIDE) TS BASE1WiNDOW RAAND RAFTER CHORD/RAIL WITH NONSTRUCTURAL HE4-1/4SA'SDFS, 2 ON BOTTOM AND 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 4 Not TO Scale 6' LONG TS 12 GA NIPPLE SECURE WITH 4 1/4' x l' SDF% NIPPLETO BASE RAIL POST BASE RAIL $ POST/BASE RAIL CONN. DETAIL Not To Scale NOTE: 14 GA FRAMING IS 2-10 z 2-1/2' TUBE STEEL (TS). 12 GA FRAMING IS 2-1/4' x 2-1/4' TS. NIPPLES ARE 2-1/4• z 2-1/4' 12,GqjS FORF1q4AG�AFRAMING. NIPPLES ARE 2'. 2.12 \C,(1IT$1FbkhI U r ]II G. \\ AK ..R H eF„''% ;DELAND; WC-C '3a,-CeN(kawC One Florida Lleeas� •�4 E OFNN CAROLINA CARPORTS, INC. 3-16- 15 AVBECHTOL ENGINEERING ; Y RR N16 AND TESTING, Inc. oxmxms cwmsa vowaemnw_ um wmws rtnw ecma ocn TB "' G75001 �m.srrwr.,oc�a .n cuccTe nc