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Home My WebLink AboutGENERIC PLAN:- r FBC APPROVED PRODUCTS L'_ _ . ..... . _ . ._. META RT INS N P DETAI " - APPROVAL MAXIMUM .. . A PRODUCT CATEGORY .SUB CATEGORY � MANUFACTURER • O.. ALLOWABLE � !U . N & DATE .. - -FRAMING: S SPECIFICATIONS -:WIND SPEED � :: � _ . -" F G:AND: FA TENER SPECI ONS'..': _ STRUCTURAL COMPONENTS ROOF DECK t c CAROLINA CA�tPORTS, INC: FL6596.1-R5 180::::��(�� 26 Gauge AG Panel 1.0%10/17 :: oo E FOR CONSTRUCTION IN THE ..... �. LU c ATE OF FL STRUCTURAL COMPONENTS STRUCTURAL: WALL CAROLINA CARPORTS, INC. FL6702.1-R5 ". :, 180 SPREPARED.O :: 26 Gau e:AG Panel 10/10/17 g c LU �FR a C U : �:: :.. OLINA CA. RPOO S, STRUCTURAL COMPONENTS ' . "FLOOD VENT FLOOD FLAPS, LLC FL17381.1-R2 :NA:..:: AR RTINC. LLJ ...... . .. 8x16_Flood Fla 10%03%17. m: ST. LUCIE COUNTY BUILDING DIV SION P.O: BOX 1263 _ s :: . ...... NORTH E EXTERIOR DOORS' ` SWINGING.: ELIXIR DOOR AND METAL COMPANY. FL17996-.3 .:.:. 139 r.: Series 402-14 09/01/15 . REVIEW 1 BY � PREPARED 8 ..... D E y = r AT _ :.. II ECHTOL ENGINEERING AND ..EXTERIOR DOORS .. ... SWINGING ... ELIXIR DOOR AND: METAL COMPANY.: FL17996,5 170" PLANS' AND ERMIT'MUST BE K ON ]OB " .6 TESTING, INC - Series 407 : -: 09/07/15:: . SITE OR: NO INSPECTIONS) WILUBE MADE " NU .. ... DELAND FLORIDA EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC.': FL8888.1-R5 180 : - . -. Certificate"of Authoriza ion No. 00005492 Mode1203 ' :10/06/17 WINDOWS SINGLE HUNG'- POCAHONTAS_ALUMINUM COMPANY,: INC. FL12940;2-R4-. :: 139 Model 100:VS..::: 01/07/16 :.::.. ' .:.." WINDOWS:.." :SINGLE HUNG MI.WINDOWS AND DOORS :.. •:FL17499.3-R2 180 :GROUND :.. ... ,_.... _,.,•,. OUNDANCH.OR:SCHEDULE Model 185 SH ... ::.... - 12/29/17 . "." TIMATE WIND SPEED (rrlph) . TABLE 9: 110":120.130 140 150 160 ::170 180 7HESE:per " ... RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS. 12 UB<IECTT�O gN�' POSED SEW .... .. F!E UBE 4L Arlcbn - -- MA - - � .:: " AVERAGE FASTENER -SPACING- :: v � - GTO- S�THA-j- NECE • betail1D - -- - --- - - --C ARYNSP 0 v 16 - M W! ... N RAFTERS O AP LIC x -18: ODES.:... .. .. PURLINS,A D OSTS:OR.GIRTSR MAXIMUM ...... (INCHES) 0 WIND J ULTIMATE. NOMINAL _.:POSTIRAFTER - . Detail 1C .. 2 CONCEALED FA$T�fdERS DR ATTAC ... RISK -EXPOSURE WIND SPEED WIND SPEEDY.. SPACING: " : c� 2 HMENTS INTERIOR END . .. . OF E CATEGORY CATEGORY ..:. (MPH) (MPH) _ (FEET) POSTS/RAFTERS POSTS/RAFTERS Z 24:. ARE :CONTRATHE CTOR OR RECORD: 26:. 110 C _ T®150 - 89 T016� m 28 �.o' Anchor I, C RIT CTO � Copy:-' 30 Detail 1C_ 1.51 TO 180 117 T0139 .. 4.0 . 6 _ .. -. : DETAILS 1 C AND 1 D SHOWN ON SHEET 4 OF 5.. NOTES:. �1. -Specifications applicable"to 26 gauge metal roof: and Wall panels fastened: directly to 12 or 14 gauge: steel tube framing, or 18 gauge hat: " . - . THIS IS TO CERTIFY THAT THE CALCl1 channel roof purlins. : LATIONSAND HEREIN HAVE BEEN PREPAREDbY THE 2. Specifications applicable only formean'roof height of 20:feet or less, and roof slopes of.7". to. 27" (1.5:12 to 6:1f2 pitch): :Spacing ::UNDERSIGNED .: .... • requireSPECIFICATIONs PROFESSIONALENGINEER, AND ARE IN ' ments for otherroof heights and/or slopes may vary. _: ACCORDANCE WITH THE REQUIREMENTSSECTION 1609 OF .OF THE RIDA.BUILD GENERAL NOTES: ....::: :: ::..::: ::::. ::: ..:: fTION(2017). THE PLANS .:.: .:::.: :.: . NEBUI DING 1. THESE PLANS:PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WINO FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES INCLUDING BUT NOT L MITED PLUMBING, D UNTI XT RE �SI4N q�jy � B G, :' CO TOP UM DE \ FLORIDAELECTRICAL',:INGRESS/EGRESS, PROPERTY SET -BACKS, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 2. THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY I) CAPABLE OF SUPPORTING DEAD;LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND'LOADS. IMPROVEMENTS NOT BECHTOL 01 C . SPECIFICALLY ADDRESSED HEREIN WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE, AND INSTAL"CATION OF:DOORS, WINDOWS OR OTHER COMPONENTS'NOT LISTED IN THE FBC APPROVED.PRODUCTS LIST ON THIS.SHEET AND NOT 605 WESTN ° PROVIDED AND INSTALLED'BY CAROLINA.CARPORTS,'INC. SHALL BE THE OWNER'S RISK.. BECHTOL. ENGINEERING AND TESTING, INC.; SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE -TO THE APRLICAT.ION OF DELAND, FLO DD 20. -.:' AODITIONAL,LOADS OF NON-APPROVED.COMPONENTS. Certlficate of on No, 3. _ALL STEEL'TUBING.SHALL BE.50.KSI GALVANIZEDSTEE6 ALL-_ALL-BE"GALVANIZED OR STAINLESS STEEL. �1 :: .:. B6Ci1}011 � ...... . 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. .... .. " O� .. Florida Llcensaldo. S-tP'ErG ." .. 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. CONCRETE SLAB FOUNDATIONS SHALL BE: REINFORCED WITH 6X6-WI: :4XNY1 .4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC "FIBER REINFORCEMENT: COMPLYING WITH ASTM C1116.-, 7• BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6" OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT.- GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING AND/OR I I I I l CONCRETE SLAB CONSTRUCTION, EXCEPT AS SHOWN ON DETAIL 1E, 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. ®g[� pg 8. CONCRETE EXPANSION ANCHORS SHALL BE WEJ, IT ANKR-TITS MODELAT1252, OR, SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. CAROLINA CARPOC`6 O.o�� IC � Ca . .... .. GENERIC PLANS FOR USE IN THE STA`TE'OF FLORIDA 9• POST/f2AFTER 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 SIXTH EDITION (2017) (FBC FE 2017) - RESIDENTIAL, AND SECTION 1816.1 OF THE FBC FE 2017 - BUILDING. smiyOf_ El GINEEP 140 MKB: " NTS AND T.-S771VG, I'rx- 11. 14 GA FRAMING IS 24/2" 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:,, 6�� , �, tEsn w:n�ss "RR °" G18001 SHEET OF w. BOW FRAME RAFTER OPEN CARPORT -HORIZONTAL ROOF:: BOW FRAME RAFTER ENCLOSED BUILDING HORIZONTAL ROC EONV FRAMIE RAFTER UTILIT __ �'JILDINC -: HORIZONTAL ROOF ROLL -UP DOOR SWINGING OR ROLL UP DOOR (As applicable) _ ; (As applicable) sm (As applicable) 0A :applicable) sm ENCLOSED LENGTH VARIES 7 YPIGAL SIDE ELEVATION *j�',_PICAL END,ELEVATION ,0 TYPICAL: SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION N07 T, GALE N�-OT T SCALE=r" �_ NOT TO SCALE. NOT TO SCALE ..::.::: NOT TO SCALE ...... NOT 70 SCALE w. 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 applicable) �- 1q As p Ica a applicable)w. TYPICAL BOW RAFTER GABLE END ELEVATION NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE T:- I= ON TYPICAL END ELEVATION : TYPICAL SIDE ELEVATION TY1 AL END ELEVATION NOT TO.SCALE NOT TO SCALE' " NOT TO SCALE .. .... .. Ch- BE : 'CR BECHTQ§I. �...UE ..603K .DELAND 0 ix Cerbmdon No. /�al Thomas P.E Florida LiFhse o. 53✓j E ' : � sA• ••'• FLORA:. � TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE CAROLIN C� � , ,:��1C. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA BECHTCL ENGINEERING 01/02/18 ""E' 'NTS °NY"'. MKB AND TES77MG, lnc G18001. . RR. C*=IM GMTD:10l DNRIAbM = WkTM is m�wo war US SHEET2OF5 26 GA GALVANIZED MEl OF PANELS FASTENED 'A'!GALVANIZED METAL ROOF PANELS FASTENED : 26 GA. GALVANIZEDWETALT' ANELS FASTENED TO RAFTERS WITH #12-14 x 310 SDPS. WITH CONTROL . 61RAWITH #12-14 x 3A4 sDPs WITH CONTROL 6 O " ' TO PURLINS SEAL WASHER @ AVERAGE 6' O:C. SPACING 'SEAL' R @ AVERAGE 6° O.C. SPACING :. SEA 2 12 12:- . 11 ... 2 .. S E1V'I 2' 18 GAUGE •PURR FURRING N .. a . Q:3 :. 3 s a_ . L WA G -- CHAN ..' ....NEL(PURUN) .. 24. 16 GA U-CHANNEL BRACE 24' 16 GA U-CHANNEL BRACE 4: FASTENED TO RAFTE ITH FASTENED TO RAFTER WITH i (2) #12-14 x 3/4• SDPS AT (2),#12-14 x 3/4' SDFs AT ~ 24 1 B GA U-CHANNEL BRACE' . EACH END (4 PER BRACE) . �' EACH END (4 PER BRACE) RAFTER WITH:.. SEE .. . , ... .. ..... .... .. - ui (2)2) #12 14Dx 3/04- SDPS AT ::.... _ :. : ' . " < :. : '24"MAXWUb1 RAFTER SPAN ON SINGLE RAFTER .. RAFTER 's24' . ' 24' bYJCTb9UM RAFTER SPAN ON RAFTER EACH END:(4 PER BRACE) SHEEP' - .: TO 3U RAFTER SPAN REQUIRES A TRU RAFTER • : T. :. _ : >24' TO 30' RAFTER SPAN P.EOUCiES A TRUSSED RAFTER ... Lu . .. ... _ - . v .. ... . �- :.::..::: AS SHOWN ON THIS SHEET::: ... .. .. ... ...4).. 4' r0 . - - TMIS SHEET AS SHOWN ON.. .' - :' - 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER .. .. ... .. :. : . :.::`' -24' TO 3D' RARER SPAN REQUIRES A TRUSSED RAFTER - m. w ' As snova+ ON THIS SHEET : > TYPICAL�� TYPICAL. INTERIOR RAFTER/POST; . I NTE- RIOR RAFTER/POS1T FRAIVIE'SECT{i ONB�OINFRAIyi -,_�' FRAME SECTION -BOX SAVE =HORIZONTAL ROOF TYPICAL BOW RAFTER GABLE END FRAMING PLAN "NOT�CALE a^— NOT TO SCALE .. I. . wo TY AL;ERIOR NOT TO SCALE " ' - RAFTER/POST FRAME SECTION VERTICAL ROOF ......... . NOT CALF: .. TO S .. ' � � 1-1/2' 18 GAUGE FURRING CHANNEL FASTENED LENGTH VARIES DEPENDING ON TO EACH RAFTER WITH (2)'#12-14 x 3/4' SELF -DRILLING:: - NUMBER AND SPACING OF RAFTERS : FASTENER SPACED NOT:MORE THAN 48.O.C. .... .. .... .. ' :... .. .. :.. .. .. .. .. .. .. .. .. .. ;.. .: '.:':. 5 .. ... ... .. --I .... .... .. .... .... .. .... .. .... .. ... .. _ .. __ SEE - .. . . :.: :: SEE TABLE 1 x SEE • . TABLE T - SHEET _ TABLET. ..... SHEET .. :. SHEET'.: :. .... .:. 3 1 OF5:: .' __. 1 OF5 :: .- :: .. .... .. .. .. 3 .. .... .. .... .. ... .. .. .. .. y a - .. LENG VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS " a ___TYPICAL: RAFTER/P_OST-FRAMING PLAN:= BOW -FRAME :: TYPICAL.RAFTER/POST NOT TO SCALE,.: ' :. ...: . NOT TO SCALE FRAMING PLAN - BOX EAVE. w.. PI__.TYPICAL•BOX POST/RAFTER FRAMING VERTICAL ROOF EAVE RAFTER N NOTTO SCALE GABLE END FRAMING PLAN. . .. : .. TO NOT SCALE a . SEE ... :.. - .. OPENINGfORSVNINGING .. .. .. JABLE SHEETI..:: .... .. " v , L 3l4 TH-(2) #12-94 z ' SDF . DO .OR WITH RUCTURAL .. :..' H NONST 1 OF 5 W SPACED NOT MORE.THAN 4 ' ACED 8 O C :HEADER S B H s. 6 4 ... '6 q '. 26 GA M ETAL' RO . .. .. .. ...4... .. .. .. .. q ... 4" - - - .. _ PANEL . ... .. ...'. 12'MAX. OPENING ... .. ._ - :. .: '. ':. S 4 .. FOR ROLL-UPb00R ..: .: ..... q -.. .... "" 5 ._. .. WRHSTRl1CTURAL: .:.:. :. .. .... .. a�w.+r FOR s.':: .. .. .. .... .. .... .. .. ' .. ... HEADER - .: 4 . ... - ... .. ... - .. ... .. .. .: 1,0" (TYPICAL) - 2' MAX OPEN -.. - WELD ALL .. .. ... ..... .. .. ..::.. :: ..:: .. ROLL -UP DOOR WITH .. ... CONNECTIONS TS RAFTER ... .. .. 10 .'4 .. 3 4 S .S 4 NO a 1-. .. .... .. .. ... .. .... .. s q ...:. a q. a s 4 A 4 BOTH HEADER SIDES :. 4 A': OPENING FOR WINDOW WITH ROOF PANEL ATTACHMENT NONSTRUCTURAL HEADER_ TYPICAL:: : . " � ' � .: ; - : ANo wwoow w,IL : , . :: _ ".: ' �": " , (ALTERNATE FOR VERTICAL ROOF PANELS).:: TYPICAL SIDE WALL OPENINGS FRAMING PLAN... (AlSoapplicable to End Walls) END WALL OPENINGS POST/RAFTER FRAMING PLAN OPTIONAL 24 -1 T0.30 TRUSSED RAFTER - BOW: Not To Scale ` = :. NOTTO..RrAI F ... .. ... AIl1T:T(1 C/�AI C - _ - .. .•.............. — - .. \ �,� I ' / / . .. s 3 1 1 WELD ALL WEB -V 4 a a a CONNECTIONS, . . .. 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 16 GAUGE UcCHANNEL BRACE FASTENED TO THE POST AND RAFTER WITH (2) #12-14 x 3/4• SDFS AT EACH END (4 PER BRACE) - BRACE SECTION Not To Scale GENERIC PLANS FOR, USE IN THE STATE OF FLORIDA 01/02/18 AVBECHTOL ENNGIMEERJ/f,G MKB - . NTS AND 7ES7/N4 lnr- coitaAMa1c�WWJJ.vrvu+oWOM"IM MS=04aakm+s aeaxa. _ ^a•"� G18001.' re�ia,`e..dmiwamvac - ALA°''m TB - :.. .. .. SHEET 3 OF 5 .