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Home My WebLink AboutConstruction Planse FBC APPROVED PRODUCT ---ST PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL No. 8r DATE QA EXPIRATION DATE STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R5 04/05/27 26 Gauge AG Panel 10/10/17 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R5 03/14/27 26 Gauge AG Panel 10/10/17 STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAPS, LLC FL17381.1-R2 09/27/19 8A6 Flood Flap 10/03/17 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3-RI 09/14/20 Series 402-14 01/29/18 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5-R1 09/14/20 Series 407 01/29/18 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.2-R4 11/11/20 Steel Roll -Up Sheet Door -8' Wide 06/18/19 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.4-R4 11/11/20 Steel Roll -Up Sheet Door - IV Wide 06/18/19 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.1-R4 11/11/20 Steel Roll -Up Sheet Door -12'Wide 06/18/19 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.3-R4 11/11/20 Steel Roll -Up Sheet Door - 16'Wide 06118/19. EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES, INC. FL8888.01-RS 12131/19 Model 203-Max. 12'Wide 10/06/17 WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.1-R5 10/17/23 Model 185 SH 03/27/19 MAXIMUM ALLOWABLE WIND SPEED PARTIALLY OPEN ENCLOSED JENCLOSED 180 180 180 180 1 180 NIA WA WA 156 WA 165 N/A 180 WA 180 WA 179 N/A 155 N/A 180 WA 1 175 180 WA 138 ' TABLE 1 -` RAFTER FRA-- '-rND POST, GROUND ANCHOR AND PANEL F. , .,NER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR WIND ULTIMATE NOMINAL MAXIMUM POST/RAFTER PURUNS, AND POSTS OR GIRTS (INCHES) INTERIOR POSTS/RAFTERS END POSTS/RAFTERS RISK CATEGORY EXPOSURE CATEGORY WIND SPEED (MPH) WIND SPEED (MPH) SPACING (FEET) C 110+TO,)15O 89TO116 5.0 - 6 6 6 151 TO 180 117 TO 139 4.0 6 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 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. 147 iC N ULTIMATE WIND SPEED (mph) METAL CARPORT INSTALLATION PLANS 110 120 130 140 150 160 170 180 180 AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS 12 172 14 16 30' Anellor FOR CONSTRUCTION IN THE STATE OF FLORIDA Deta01D 154 133 174 F p 0 J m 18 20 22 24 26 28 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 48' Anchor Detail 1C 60'Alldlor 157 30 DeGi11C DELAND, FLORIDA 32720 Cerbfjcate of Authorization No. 00005492 DETAILS NOTES: A D 1 D SHOWN ON SHEET 4 OF 6 `, /(gyp) -OLEO 1 DOORS AND WINDOWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES AND/OR MODELS, PROVIDED THE FOLLOWING CONDITIONS ARE MET: REVIEWED FOR A. PRODUCT SHALL HAVE A VALID FBC PRODUCT APPROVAL. rip- A]UD00 al]DT -IS B, COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURERS INSTALLATION REQURIEMENTS. [� CODE COMPLIANCE auaw}Ietla06u!78wued 2. FRAMING CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS. HEADERS AND WINDOW RAILS MAYBE RAISED OR LOWERED AS NECESSARY TOACCOMODATE �'^" SUBSTITUTED PRODUCT. ' e ST. LUCIE COUNTY 0101 I Z NVf GENERAL NOTES: BOCC O3ASd Q*d ' 1, THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAILANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, 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 SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST (THIS SHEET), AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPORTS, INC., 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 FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. 4. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND SHALL MEET THE DESIGN PRESSURES REQUIRED BY THE FLORIDA BUILDING CODE (FBC) AT THE LOCATION OF THE BUILDING WITHIN THE STATE OF FLORIDA. 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-Wl AXW1 .4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM Of 116. 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 CONCRETE SLAB CONSTRUCTION. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. 8. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LOT 1/Z" x 5" OR EQUIVALENT OR WEJ-IT ANKR-TITE�MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 9. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS. 10. SLAB FOUNDATION'SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FBC SIXTH EDITION (2017) - RESIDENTIAL, AND SECTION 1816.1 OF THE FBC SDCTH EDITION (2017) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSFIS ASSUMED. 11. 14 GA FRAMING: 2-1/2" x 2-112' TUBE STEEL (TS) WITH 2-1/4" x 2-1/4" TS NIPPLES. 12 GA FRAMING: 2-1/4' x 2-1/4" TS WITH 2"x 2" TS NIPPLES. 12. ENCLOSED AREAS REQUIRING FLOOD OPENINGS MUST HAVE A MINIMUM OF TWO (2) OPENINGS ON EXTERIOR WALLS. OPENINGS SHOULD BE INSTALLED ON AT LEAST TWO (2) SIDES OF ENCLOSED AREA, WITH BASE OF OPENINGS SET WITHIN 1-FOOT OF THE HIGHER OF INTERIOR OR EXTERIOR GRADE. REQUIRED TOTAL NUMBER OF FLOOD VENTS NOTED IN THE FBC APPROVED PRODUCTS LIST SHALL BE BASED ON ONE (1) FLOOD VENT PER EVERY 220 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6. 2 \° 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, SIXTH EDITION 12017). THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. ........ n\c �� CAROLINA ,eAWPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA n,aiy BE rENGINEERING , w� RR �` NTS roumoereoneem.em.000m.ao '® RR euo G19001 .TB I SHEET10F6 BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF j?, ce Ta)IIf SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOTTOSCALE TYPICAL BOW RAFTER GABLE END ELEVATION NOT TO SCALE _ BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF FL000 VENT u....,r..:u.ROLL-UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION NOTTOSCALE 3 TYPICAL END ELEVATION NOTTOSCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF FLOOD VENT (As. aPPicable)1 ROLL -UP DOOR SWINGING DOOR (As a W—Ne) (As appScede)-i TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOTTOSCALE NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG -VERTICAL ROOF FLOOD VENT (As eppr=Wo) , ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION NOTTOSCALE TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOTTOSCALE BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF ROLL-UPDOOR SWWGINGDOOR (A3 epWeeae)n (AsappOceble)- TYPICAL SIDE ELEVATION NOTTOSCALE TYPICAL END ELEVATION NOTTOSCALE BOX EAVE FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOF ROLLJUP DOOR SWINGING DOOR (AS eppOrable), (As applicable) TYPICAL SIDE ELEVATION NOTTOSCALE TYPICAL END ELEVATION NOTTOSCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF TYPICAL SIDE ELEVATION NOTTOSCALE CODE COMP TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOTTOSCALE c ROLL -UP DOOR SWINGING DOOR TYPICAL END ELEVATION NOT TO CCA I/III SA 02M No•�- gmd! 1Np. 54 CAROLINA CARPORTS," INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA BECHTOL ENGINEERING - RR NTS ANO TESTWG, Ina wmuc®nw... m.00mm..w nmwemmcr a eu '� RR ` G78001 SHM20FO 28 GA GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 12 2016 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12.14 x 3W SDFa AT EACH END (4 PER BRACE) TYPICAL INTERIOR RAFTERROST FRAME SECTION - BOW FRAME NOT TO SCALE 12 MNC OP WG FOR ROLL4IP DOOR (TYPICAL) 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURERS �jFISTALLATON INSTRUCTIONS 12 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #I2-I4 x 3l4' SDFs AT EACH END (4 PER BRACE) FZIL'n i��ri. SEE ' II II II SHEET TYPICAL RAFTERIPOST FRAMING PLAN - BOX EAVE NOT TO SCALE SEE TABLE 1 OPENING FOR SWINGING SHEET DOORWIH NONSTRUCTURAL 1OF6 _, HEADER LD s OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOW NOT TO SCALE GALVANIZED METAL ROOF PANELS 4ED TO PURUNS PER MANUFACTUF L/AT10N INSTRUCTIONS 1-0? 18 GAUGE FURRING CHANNEL(PURUN) 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) 812-14 x 3/4-SDF§ AT EACH END (4 PER BRACE) +N' TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - VERTICAL ROOF NOT TO SCALE 1-V2'18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) 012-14 x 314- SELF -DRILLING FASTENER SPACED NOT MORE THAN 48.O.C. 3 4 SEE TABLE 1 SHEET IOF6 LEN3 VARIES DEPENDING ON NUMBER ANDSPACINGOF WAFTERS TYPICAL POSTIRAFTER FRAMING PLAN - VERTICAL ROOF NOTTOSCALE SEE TABLE 1 TYPICAL END WALL OPENINGS POSTIRAFTER FRAMING PLAN NOT TO SCALE WELD ALLWEB CONNECTIONS, BOTH SIDES OPTIONAL 24'-1"TO 30' TRUSSED 24 16 48.16 C FULL 6• WELD BOTH SIDES TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOTTOSCALE TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE REVIEWED FOR CODE COMPLIANCE UCIE COUNTY 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12.14 x 3l4' SELF-DRIWNG SCREWS AT EACH END (4 PER BRACE) ROOF EXTENSION OPTION MAIN STRUCTURE LEAN-TO FRAMING PLAN OPTIONS S ISAPPLICABLETO RuMa Uw"sssH� i CAROLINA CAR GENERIC PLANS FOR USE IN AVBECHTOL ENGINEERING AND TESTING, M. MR�.IIIC,• LLI — AjgOF _� SYAIF tOF FLORIDA 7115/18 RR NTS —INSTALL 12'x MINIMUM S'TAPCON REDHEAD LOT INSTALL ITC x MINIMUM S'TAPCONREDHEAD LDT ANCHOR OR I0x MINIMUM S-12' EXPANSION ANCHOR \THROUGH BASE RAIL WITHIN 6'OF EACH RAFTER POSTS ALONG SIDES AND EVERY END BALL POSTALONG END WALL SECTIONS ANCHOR OR I2' x MINIMUM 5.12' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER POSTS ALONG SIDES AND EVERY END WALL POSTALONG END WALL SECTIONS DRILL SIB' HOLE THROUGH THE BE RAILAND SECURE TO AS ANCHOR EYE WITH 1!Y DIAMETER THROUGH -BOLT 2'WASHERS TS CONTINUOUS 4�BASE RAIL DRILL 50 HOLE THROUGH THE BASE RALAND SECURE TO ANCHOR EYE WITH 12' DIAMETER THROUGHSOLT� YWASHERS IS CONTIN A�BASERAIL MINIMUM 2-12' EMBEDMENT PING (2500 PSI MIN.) CONTINUOUS '^ Namsole CONCRETE BASE RAIL ANCHORAGE DRILL SW HOLE THROUGH THE ANCHOR EYE WITH / CONTINUOUS 4' CONCRETE PAVEMENT EYEANCHOR Q CONCRETE BASE RAIL ANCHORAGE t Not ToSm (OPEN CARPORTS WHERESLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B) TB TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER IS END POST ORDOOR! WINDOW FRAME POST '>2'#' IGGAANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORDIRAIL WITH (4) #12-14 x 314' SDPs, (2) ON TOP OR BOTTOM, (2) ON SIDE WASHERS BASE RAIL (SEE GROUND ANCHOR SCHEDULE, SHEET 1 OF 6, FOR REQUIRED ANCHOR) IS BASEWNDOW NONSTRUCTURAL GA IF ROLL -UP DOOR 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 ;1 NON-STRUCTURAL HEADER C0NN. DETAIL / Not To S=Il MIN. 6' MINIMUM CONTINUOUS 4'CONCRETE PAVEMENT ,o CONCRETE BASE RAIL ANCHORAGE Not To Sob (OPTIONAL- OPEN CARPORTS ONLY) 24' 16 GA UCHANNEL BRACE (S TO T POST) 48' 16 GA UCHANNEL BRACE (IT TO 14' POST) BRACE ANGLE SHALL BE MIN. 45• TO MAX 60' FROM HORIZONTAL TS RAFTER 6' LONG IS NIPPLE SECURE POST TO NIPPLE WITH (4)012-14x3U4-SDF's c6l2la-4d"-I %I BOX EAVE RAFTER/POST DETAIL uNot To Sole IS RAFTER POST 1-12' x 1-12' x 2' 16 GA CUP ANGLESECURETO POSTAND BASE RAIL WITH (4) 912-14 x 314' SDFS, (2) ON TOP, (2) ON SIDE CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. Not To Scale TOPOFASPHALTPAVEMENT OR STABLE GROUND SURFACE, OR STABLE EYEANCHOR 1 111 5V ROD 48' LONG WITH W HEUX OR SWROD6TLONG (SEE GROUNDANCHOR EYEANCHOR (SEEGROUNDANCHOR WITH T' HELM SCHEDULE, SHEET 1 OF 6, SR' ROD 30' LONG SCHEDULE, SHEET I OF 6, AS APPLICABLE FORAPPUCABILTY') WITH DBL C HELIX FORAPPUCABIUTY) NOSCREWS REQUIRED IN BOW BEND BASE RAIL DEEP ANCHORAGE Nol Ts Sole 3' 3' IS BOW RAFTER 24' 16 GA UCHANNEL BRACE (S TOT POST) 48' 16 GA UCHANNEL BRACE (B TO 14' POST) BRACE ANGLE SHALL BE MIN.4S' TO MAX GO- FROM HORIZONTAL NIPPLE TO BASERAIL 6' LONG IS NIPPLE SECURE RAFTERAND POST TO NIPPLE WITH (4) #12.14 x 314' SELF -DRILLING FASTENERS BOW RAFTER/POST DETAIL Na To Sme '2' x 2' x 2' 16 GAANGLE CUP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAILIGIRT WITH (4)1$12.14 x 3I4' SDPS (2) ON TOP OR BOTTOM, (2) ON SIDE NONSTRUCTURAL HEADER IS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL Nol To Scale p,,�4BASE RAIL ANCHORAGE�� DvaoaoScolo -.. _. - - TS NIPPLE POSTTONIPPLE CONTINUOUS BASE RAIL POST/BASE RAIL CONN. DETAIL '' Naroswe REVIEWED FOR CODE COfiI�P�,IANC ST. L! CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA AV BECHTOL ENGINEERING ��RR nND TESTING, 1, ..,�..,.,.�..,.m�,...,� 7116119 4OF6 2'x252' 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) 012.14 x 3/4• Son. (2) ON BOTTOM, (2) ON SIDE SECURE EACH WITH (4) 012-14 x 314' SELF -DRILLING FASTENERS RAFTER POST S' LONG TS NIPPLE SECURE WITH (4) 61244 x 3/4' SELF -DRILLING FASTENERS (2) ONRPOST, (2) ON RATO EACH FTER rf r� 3H6' [\ 2 / NIPPLE TO S HEADER TS END POST POSTIRAFTER CONNECTION WITH (4) #12-14 x 3/4• SDF% —12 CATS POST END POST/RAFTER CONN. DETAIL f Naroscate �-1-02' x 1-12' X Y 16 GA CUP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 3/4' SDF%, (2) ON TOP, 6GA 7P�OST (2)ON BOTTOM RE TO GABLE 14 x 314' SDFs 'OP, (2) ON SIDE TS GABLE RAIL RAFTERFOSr GABLE RAIL TO RAFTER POST COODETAILN 2-1/4'FOR 12 GA FRAMING 2.12' FOR 16 GAUGE UCHANNEL BRACE FASTENED TO THE POSTAND RAFTER WITH (2)#12-14 x 314- SOPS AT EACH END (4 PER BRACE) BRACE SECTION Not To Scale RAFTER POST/DBL. HEADER DETAIL �� Not To Stale 16 GA CUP ANGLE ERPOSTAND (4) L12.14 x 3/4' SI 1.12' x 1-12• x Y 16 GA CUP ANGLE SECURE TO RAFTER AND GABLE RA L WITH (4) N12-14 x 3/4•SDFs, (2) ON TOP, (2) ON BOTTOM r-�\ RAFTER POST/HEADER DETAIL Not To Snle RAFTER tYLONGTS NIPPLE. SECURE POST TO NIPPLE WITH (4)#12-14 x 3'4'SDF%.. 24' 16 GA U-CHANNEL BRACE (6' TO T POST) 6• LONG TS NIPPLE 48' i6 GA UCHANNEL BRACE (BTO W POST) SECURE RAFTERAND POST TS GABLE RAIL BRACE ANGLE SHALL BEMIN.46- TO NIPPLE WITH (4) #12.14 x 3/4' TO MAX 6V FROM HORIZONTAL SELF-DRIWNG FASTENERS GABLE RAIL TO RAFTER POST CONNECTION DETAIL 1 to Not To SM10 GAUGE FURRING CHANNEL FASTENED I RAFTER WITH (2) 012-14 x3/4' SDF NOT MORE THAN 48' O.C. METAL ROOF PANEL ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale TS LEG EP TS GAS SECURE WITH (4) #12-14 x3/4' SDPs SIDE EXTENSION RAFTER/POST DETAIL NOITOSmle POST SEE GENERAL NOTE No. 12, SHEET 1 OF 6. W LONG TS NIPPLE SECURE EACH WITH (4) 012-14 x 314' SELF -DRILLING FASTENERS BASE RAIL RAFTER POST/BASE ii BASE RAIL CONNECTION DETAIL 1v Not To Scale RAFTER POST 2-x4.16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POSTIRAFTER CONNECTION WITH (4) 012-14 x 3/4' SDF%, (2) ON POST, (2) ON RAFTER iTS LEAN-TO RAFTER 16 GA ANGLE CUP PITH (4) #12-14 x 3/4• ON RAFTER, �1 POST /LEAN-TO RAFTER CONIC. DETAIL Not To Seale REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY 11111) r tTyN� a(o TE57JLgB(11yE, /, SE 33538 jt O• C W_— • 'W ��; 0�.•• SFL R\OP �C1�: CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA SECHTOL ENGINEERING 1 — RR .ax , AND TESTING, IRA. mmu =r — RR "O' G19001 f-s.•a•eum,w� Y,mm Tit CNFFTSl11 •4 VERTICAL SIDE'OPTION WINGING DOOR ICTURAL HEADER GIRT owlwl BOX EAVE FRAME RAFTER ENCLOSED BLDG -VERTICAL SIDES IPIIII�O��lQI IIII W�I�I��II�91'J II�IIII'�II��I!U I��IIILIII I jj l i j ijl . III NOT TO SCALE ROLL -UP DOOR (As applimEle) TYPICAL END ELEVATION NOT TO SCALE GIRT3 (TTNmI) Mir 18 GAUGE FURRING CHANNEL FASTENED TO / EACH RAFTER WI TH(2)#12-14 x314'SELF-DRILLING FASTENER SPACED NOT MORE THAN 45'D.C. /// OPENING FOR SWINGING DOOR / WI TH NONSTRUCTURAL HEADER ��I�I II•I�I�I I� � •I oI�I�I�I�I�ISI�!•I I�EIIL. vi my to., TYPICALPOST/RAFTER/GIRTFRAMING PLAN NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES TYPICAL SIDE ELEVATION NOT TO SCALE ROLL -UP DOOR SWINGING DOOR TYPICAL END ELEVATION NOTTOSCALE REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC N IBECN)". BECHTOL ENG*EgRQj6t0 STIW, hc. 605 WEST NEW YONCAWME \\ DELAND,FLORID came®rasa u p• 3S Z omas Ba d, p.0 OF Florida Lice se No- P•(E FLO 11SSIION0N\``�\ CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA BECNTOL ENGINEERING ---, RR �. NTS AND TESRNG, lee ma>kr�.c.r.W....r>�RK,vm.0 ev-orvaa — RR 079001 �TB I�SHEETSOI i '• 1 n.: iF ,F 7.50' SETBACK 11.5' 47.5' 51.5' PROPOSED 12'48' CARPORT 12'r2O' 41EO B'x1O' 91EO 15.0' SETBACK 3724 7.50' SETBACK 125. 3724 ST FRAN CI S LN ,1 "=20'