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HomeMy WebLinkAboutConstruction PlansFBC APPROVED PRODUCTS LIST PRODUCT CATEGORY SUBCATEGORY STRUCTURAL COMPONENTS ROOF DECK STRUCTURAL COMPONENTS I STRUCTURAL WALL STRUCTURAL COMPONENTS I FLOOD VENT EXTERIOR DOORS EXTERIOR DOORS EXTERIOR DOORS EXTERIOR DOORS WINDOWS. EXTERIOR DOORS EXTERIOR DOORS EXTERIOR DOORS SWINGING SWINGING ROLL -UP ROLL -UP SINGLE HUNG ROLL -UP ROLL -UP ROLL -UP MANUFACTURER CAROLINA CARPORTS, INC. 26 Gauge AG Panel CAROLINA CARPORTS, INC. 26 Gauge AG Panel CRAWL SPACE DOOR SYSTEMS, INC. 16x8 Flood Vent ELIXIR DOOR AND METAL COMPANY Series 402-14 ELIXIR DOOR AND METAL COMPANY Series 407 ASTA INDUSTRIES INC. Model 203 (12' Max. Width) CAROLINA CARPORTS, INC. Steel Roll Up -Sheet Door (12' Max.. Width) MI WINDOWS AND DOORS Model 185 SH CAROLINA CARPORTS, INC. Steel Roll -Up Sheet Door - 8' Wide CAROLINA CARPORTS, INC. Steel Roll -Up Sheet Door -10' Wide CAROLINA CARPORTS, INC. Steel Roll -Up Sheet Door -16' Wide QA APPROVAL EXPIRATION No. & DATE DATE FL6596.1-R5 04/05/27 10/10/17 FL6702.1-R5 03/14/27 10/10/17 FL29622.1 09/01 /20 05/15/19 F L 17996.3-R 1 09/14/20 01/29/18 FL 17996.5-R 1 09/14/20 01/29/18 FL8888.1-R5 12/31 /20 10/07/17 FL 16806.1-R4 11 /11 /20 06/18/19 FL17499.1-R5 10/17/23 03/27/19 FL 16806.2-R4 11 /11 /20 06/18/19 FL 16806.4-R4 11 /11 /20 06/18/19 FL16806.3-R4 11111 /20 06/18/19 MAXIMUM ALLOWABLE WIND SPEED PARTIALLY OPEN ENCLOSED JENCLOSED 180 180 180 180 N/A N/A N/A N/A N/A N/A N/A N/A N/A 180 1 180 N/A 139 165 180 158 175 180 180 155 TABLE 1 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 / RAFTER (INCHES) RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS JPOSTS/RAFTERS I I C 151 TO 180 1 117 TO 139 1 4.0 1 6 1 - 6 N/A NOTES: 1. Specifications applicable to 26 gauge metal roof and wall panels fastened directly to 12 or 14 gauge steel tube framing, or 16 gauge hat channel roof pudins. 138 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. GROUND ANCHOR SCHEDULE 147 ULTIMATE WIND SPEED (mph) METAL CARPORT INSTALLATION PLANS 110 120 130 140 150 160 170 180 AND DETAILS AND FRAMING AND 174 12 138 14 16 30" Anchor Deta11D . I 157 180 172 Z 0 J m 18 20 22 24 26 48" Anchor Detal 1C 28 60' Arlcho 133 30 Detail 1C ( DETAILS 1 C AND 1 D SHOWN ON SHEET 4 OF 6 1 DOORS AND WINDOWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES AND/OR MODELS, PROVIDED THE FOLLOWING CONDITIONS ARE MET A. PRODUCT SHALL HAVE A VALID FBC PRODUCT APPROVAL B COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURERS INSTALLATION REQURIEMENTS 2 FRAMING CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS HEADERS AND WINDOW RAILS MAY BE RAISED OR LOWERED AS NECESSARY TO ACCOMODATE SUBSTITUTED PRODUCT. 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, 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 1) 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-W1 AXW1 .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 CONCRETE SLAB CONSTRUCTION. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. 8. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LDT 1/2" x 5" OR EQUIVALENT ON 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 SIXTH EDITION (2017) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED. 11. 14 GA, FRAMING: 2-1/2" x 2-1/2" 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 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6. 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 32720an Certificate of Authorization No. 000054?21 !+„' THIS IS TO CERTIFY THAT THE CALCU SPECIFICATIONS HEREIN HAVE BEEN UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (2017). THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. ltkitl/1/!!/ y% 0 BECHTOL ENGINEERING TE ING, INC. 605 WEST NEW YORKAVENUE— . DELAND, FLORIDA 3272038538 • o, Certificate of No. — — LJ — Thomas Beth , P.E. STPT Florlde i 0 F RHO ' SSION'�_ N�. CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 01/20/20 BECHTOL ENGINEERING mkb pO & NTS th 'm"a G20001 mmanio erorcaeFrw, e+wmNmtrat nm raeawn,v�ow ec�so ldl ft' � TB SHEET 1 OF 6 Sal 1= COPY BONA 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 TYPICAL SIDEELEVATION` - TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE I BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE TYPICAL BOW RAFTER GABLE END ELEVATION NOT TO SCALE BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF PI nnn VENT IA. ­ Hr hte) ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION NOT TO SCALE } I= =I I I =1 TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF ci nnn VGUT few ­r,, W� % ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF M nnn VgZMT IA. ­Ii—hlnl ROLL -UP DOOR SWINGING DOOR IA-. -.....C..-.61-1 1----- TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR (As applicable) _ (As applicable) TYPICAL SIDE ELEVATION NOT TO SCALE 715 —2 TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION I NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) BROMINE �1111 ENCLOSED LENGT VARIES TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE � \ \ \ 1 111 TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE H gECy��, BECHTOL ENGINEERI?13064D TESTIN �C. 605 WEST NEW YOF A1/EA�E NO. 3 •. DELAND. FLORIDA 32720 — _ Certi6caCs of A71on N{ O LLl - . F Thomas .P.E. %O�'' FLOR\��' Fbride Llca CAROLINA CARPOOc'I lic. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 01/20/20 BECHTOL ENGINEER/ mkb a NTS ARID TE9711YGy hm tb G20001 wieu�nm¢atee+wcmu�ALa sare TMME� C�d�"ftO � TB SHEET 2 OF 6 FILE COPS' 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 2 12 4 Q3 24" 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH _ (2) #12-14 x 3/4" SDF's AT c2 EACH END (4 PER BRACE) x n Ij 24' MAXMUM RAFTER SPAN ON SINGLE RAFTER -24 TO W RAFTER SPAN REQUIRES A TRUSSED RAFTER p AS SHOWN ON THIS SHEET 4 io TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME NOT TO SCALE LENGTH VARIES DEPENDING ON:. TYPICAL RAFTER/POST FRAMING PLAN- BOW FRAME NOT TO SCALE 12' MAX. OPENING FOR ROLL -UP DOOR WITH STRUCTURAL HEADER —10- (TYPICAL) 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 12 �3 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4" SDFs AT EACH END (4 PER BRACE) 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER -24 TO W RAFTER SPAN REQUIRES A TRUSSED RAFTER AS SHOWN ON THIS SHEET TYPICAL `INTERIOR<RAF'fEFZ�O�'f—_ ) FRAME'SECTION -BOX EAUE -. NORIZONTAL:ROOF NOTSGAL'�E� -- LENGTH VARIES DEPENDING ON SEE TABLE 1 SHEET 1 OF 6 TYPICAL RAFTER/POST FRAMING PLAN - BOX EAVE NOT TO SCALE SEE TABLE 1 OPENING FOR SWINGING SHEET DOOR WITH NONSTRUCTURAL 1 OF 6 HEADER NON-STRUCTURALHEADER TYPICAL SIDE WALL OPENINGS FRAMING PLAN AND WINDOW RAIL (Also applicable M End Walls) NOT TO SCALE LID S to 12' MAX'. OPENING FOR ROLL -UP DOOR WITH NONSTRUCTURAL SEE TABLE 1 SHEET OFEN'N'G FGfi 56i GNG DWR nxHNx-URk 3 4 SEE TABLE 1 SHEET 1 OF 6 LENG VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS 6' —� 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 1-1/T 18 GAUGE FURRING CHANNEL (PURLIN) -24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH w (2) #12-14 x 3/4' SDFS AT = EACH END (4 PER BRACE) LD J 24' AAX16tUbi RAFTER SPAN ON SINGLE RAFTER -24 TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER n AS SHOWN ON THIS SHEET TYPICAL INTERIOR RAFTER/POST FRAME SECTION - VERTICAL ROOF NOT TO SCALE 1-1/2" 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3W SELF -DRILLING FASTENER SPACED NOT MORE THAN 48" O.C. f— 6- TYPICAL POST/RAFTER FRAMING PLAN - VERTICAL ROOF NOT TO SCALE TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE SEE MAXIMUM TABLE 1 4' O.C. FOR SHEET VERTICAL T 1 OF 6 PANEL w 3 it TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE 24" 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING SCREWS AT EACH END (4 PER BRACE) TYPICAL ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD END WALL OPENINGS POST/RAFTER FRAMING PLAN TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHO NOT TO SCALE NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW 24" 16 GA U-CHANNEL BRACE (5' TO T POST) 48" 16 GA U-CHANNEL BRACE (IT TO 14' POST) BRACE ANGLE SHALL BE MIN. 30' TO MAX. 45' FROM HORIZONTAL FULL 6' WELD BOTH SIDES 6" WELD ALL WEB CONNECTIONS, BOTH SIDES LEAN-TO OPTION IA/ \rt O"1111/// Ej�4C� R)[` /// C ... T O �0 3B53B OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOW NOT TO SCALE OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE NOT TO SCALE LEAN—TO FRAMING PLAN NOT TO SCALE FILE COPY INSTALL 1/2" x MINIMUM 5" TAPCON REDHEAD LOT INSTALL 1/2" x MINIMUM 5' TAPCON REDHEAD LOT ANCHOR OR 1/2'.x MINIMUM 5-1/2" EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH ANCHOR OR 1/2" x MINIMUM 5-1/2" EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6" OF EACH DRILL 5/8" HOLE THROUGH THE BASE RAIL AND SECURE TO 2" WASHERS DRILL 5/8" HOLE THROUGH THE BASE RAIL AND SECURE TO 2" WASHERS RAFTER POSTS ALONG SIDES AND EVERY END WALL POST ALONG END WALL SECTIONS RAFTER POSTS ALONG SIDES AND EVERY END WALL POST ALONG END WALL SECTIONS ANCHOR EYE WITH 1/2" DIAMETER THROUGH -BOLT A/- TS CONTINUOUS BASE RAIL ANCHOR EYE WITH 1f2" DIAMETERTS THROUGH -BOLT CONTINUOUS BASE RAIL A/_ F 4MINIMUM L i i Pr .. MINIMUM MINIMUM 2-1/2" EMBEDMENT MONOLITHIC CONC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 #6s CONTINUOUS ,, CONCRETE BASE RAIL: ANCHORAGE 1 Not To Scale MIN. 6"' MINIMUM 2-1/2" EMBEDMENT MINIMUM 4' CONTINUOUS 4" CONCRETE PAVEMENT CONCRETE BASE RAIL ANCHORAGE r Not To Scale (OPTIONAL - OPEN CARPORTS ONLY) TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE EYE ANCHOR i 5/8• ROD 48' LONG WITH 6" HELIX OR 5/8" ROD 60" LONG (SEE GROUND ANCHOR WITH T' HELIX, SCHEDULE, SHEET 1 OF 6. AS APPLICABLE FOR APPLICABILITY) BASE RAIL DEEP ANCHORAGE 1 C Nol To Scale DRILL 5/8" HOLE THROUGH THE 2' WASHERS 24" 16 GA U-CHANNEL BRACE (5' TO T POST) BASE RAIL AND SECURE T.O. 48' 16 GA U-CHANNEL BRACE (8' TO 14' POST) ANCHOR EYE WITH 1/2" DIAMETER TS CONTINUOUS BRACE ANGLE SHALL BE MIN. 45° ;THROUGH BOLT BASE RAIL TO MAX. 60' FROM HORIZONTAL NO SCREWS REQUIRED NIPPLE TO 3L /16" t _ IN BOW BEND (- -- —5" RAFTER � V � (SEE GROUND ANCHOR MINIMUM 4' SCHEDULE. SHEET 1 OF 6, FOR REQUIRED ANCHOR) z CONTINUOUS 4" CONCRETE PAVEMENT EYE ANCHOR CONCRETE BASE RAIL ANCHORAGE 1 E Not To Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B) TS RAFTER 6" LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4' SDFs RAFTER POST BOX EAVE RAFTER/POST DETAIL �~ Not To Scale 6" BOW RAFTER TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE EYE ANCHOR U (SEE GROUND ANCHOR 5/8" ROD 30" LONG SCHEDULE, SHEET 1 OF 6 WITH DBL 4• HELIX FOR APPLICABILITY) 24" 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 NIPPLE TO BASE RAIL 3' 3" 6" LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x 3/4" TS RAFTER POST SELF -DRILLING FASTENERS 2B BOW RAFTER/POST DETAIL Not To Scale © E� 'S 0:0 F.i�JRA E N�t ToScale 6" LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4" SDFs TS RAFTER POST CONTINUOUS BASE RAIL POST/BASE RAIL CONN. DETAIL Not To Scale / TS POST / \��� ,� R H BFC 2" x 2' x 2" 16 GA ANGLE CLIP SECURE TO POST AND TOP OF 13ECHTOL ENGM G D M TING; TS RAFTER POST HEADER, OR BOTTOM OF WINDOW 605 WEST NEW Y�C P1UE DELAND, FLORIDA—UM o IVo. 3853$ TS TRUSSED RAFTER CHORD, OR NON-STRUCTURAL HEADER RAIUGIRT WITH (4) #12-14 x 3/4• SDF's (2) ON TOP OR BOTTOM, (2) ON SIDE �• 54 _ TS END POST OR DOOR/ 2 (� _ WINDOW FRAME POST 2"x2"x2" 16 GA ANGLE CLIP ° 7 (J TS BASE/WINDOW RAIL OR SECURE TO POST (EACH SIDE) AND RAFTER CHORDIRAIL WITH 1.1/2" x 1-112" x 2" 16 GA CLIP TS NON-STRUCTURAL HEADER T{wmas BectrOol P.E - ° STATE O ANGLE SECURETO Florida Lfoanae No. �.'•. FL 1O . NON-STRUCTURAL HEADER (4) #12-14 x 314" SDFs, (2) ON POST AND BASE RAIL (12 GA IF ROLL -UP DOOR FRAME) TOP OR BOTTOM, (2) ON SIDE WITH (4) #12-14 x 314" SOPS, O $ (2) ON TOP, (2) ON SIDE ,1 j�I AL NOTE: AT ROLL -UP DOOR , OPENINGS, POST SHOULD TS WINDOW RAIL OR GIRT BE FLUSH WITH RAIL END. CLIP POST TO RAIL ONLY ON ` FOR VERTICAL SIDING OPTION SIDE OPPOSITE THE OPENING. \ POST TO RAIL, TRUSS CHORD, OR NON-STRUCTURAL HEADER CONN. DETAIL Not To Scale ITS CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. � Not To Scale NON-STRUCTURAL HEADER, WINDOW 6 RAIL, OR GIRT TO POST CONN. DETAIL Not To Scale FILE COPY TS END POST 2"x7x2" 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x 3/4" SDF's, (2) ON BOTTOM, (2) ON SIDE OR 2'x4' 16 GA PLATE SECURE TO EACH SIDE OF POST/RAFTER CONNECTION WITH (4) #12-14 x 3/4' SDFs, (2) ON POST, (2) ON RAFTER END POST/RAFTER CONN. DETAIL / Not To Scale 1-1/2" x 1-1/2" x 2' 16 GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 3/4' SDF's (2) ON TOP, (2) ON SIDE TS RAFTER POST 1-1/2" x 1-1/2" x 2" 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 314" SDFs, (2) ON TOP, (2) ON BOTTOM TS GABLE RAIL GABLE RAIL TO RAFTER POST CONNECTION DETAIL r Not To Scale 2-1/4' FOR 12 GA FRAMING 2-1/2" FOR 14 GA FRAMING 16 GAUGE U-CHANNEL 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 NIPPLE DBL. HD "S NIPPLE EACH WITH x 3/4" -LING FASTENERS GA TS POST RAFTER POST/DBL. HEADER DETAIL JNot To Scale 4 1-1/2" x 1-1/2" x 2" 16 GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 3/4' SI TOP AND BOTTOM i 1-1/2" x 1-1/2" x 2" 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE. RAIL WITH (4) #12-14 x 3/4" SDF's, (2) ON TOP, (2) ON BOTTOM --6" LONG TS NIPPLE SECURE RAFTER AND POST TS GABLE RAIL TO NIPPLE WITH (4) #12-14 x 3/4" SELF -DRILLING FASTENERS TS RAFTER POST GABLE RAIL TO RAFTER POST CONNECTION DETAIL Not To Scale 1-1/2" 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4" SDF SPACED NOT MORE THAN 48" O.C. 26 GA. METAL ROOF PANEL TS RAFTER ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale 1FTER POST NG TS NIPPLE RE WITH (4) #12-14 x 314" -DRILLING FASTENERS , DOUBLE TS HEADER NIPPLE TO DBL. HDR. s RAFTER POST/HEADER DETAIL Not To Scale NIPPLE TO 3/16' RAFTER �— RAFTER 12' LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) #12.14 x 3/4" SDF's, 24' 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 TS LEG POST TS RAILS TS BASE RAIL NOT TO SCALE 6' LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4' SELF -DRILLING FASTENERS ,-12 GA TS POST BASE RAIL 3/16' NIPPLE TO BASE RAIL RAFTER POST/BASE BASE RAIL CONNECTION DETAIL Not To Scale TS RAFTER POST -6' LONG TS NIPPLE rSECURE WITH (4) #12-14 x 3/4" SDF's 2"x4' 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER CONNECTION WITH (4) #12-14 x 3/4" SDFs, (2) ON POST, (2) ON RAFTER TS LEAN-TO RAFTER o . � 2"x2"x2" 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x 3/4" SDF's, (2) ON RAFTER, —TS RAFTER POST (2) ON POST SIDE EXTENSION RAFTER/POST DETAIL L Not To Scale TYPICAL FLOOD VENT FRAMING PLAN SEE GENERAL NOTE No. 12, SHEET 1 OF 6 SPOST/ LEAN-TO RAFTER CONN. DETAIL Not To Scale 13ECHTOr+IFNEEPJNG AND TE , TNC. DEELANND s ORIDA-3v2D'9o.38538 coruscate aR Uon No. Ttwmas BedfW TE Fbrlde Lice Ft O R10 /ks '/i,`s/ONA1- ��•�• ///l111111�� CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 01/20/20 BECHTOL ENGINEERfNG mkb WAM NTS ARID 7EIMM4 bee CWMUM 'xeAvmvomaAL.AwWTWu Mm em w tb G20001 �ahm�"d­3= — - TB SHEET 5 OF 6 VE10_%TIf%J"#AL'. SIDE OP Y111014 SEE TABLE 1 OPENING FOR SWINGING DOOR SHEET WITH NON-STRUCTURAL HEADER GIRTS 0 (Typical) KIE/ s Q 4 12' MAX. OPENING FOR ROLL -UP DOOR WITH a q ON-STRUCTURALHEADER 4 a a A ,A' TYPICAL END WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG v VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR IA. /A. ­1;n W.% TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE 0 1-1/2" 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4" SELF -DRILLING FASTENER SPACED NOT MORE THAN 48" O.C. GIRTS (Typical) ((( OPENING FOR SWINGING DOOR / WITH NON-STRUCTURAL HEADER /�I�I�I�I�I�I��I�I�I�I v • � l 7i me I Q I 0 ' •12 MAX. OPENING FOR • DOORQ � 0 �I' © v ► v ilry oil I v rlml. �J \J VCJ OPENING FOR WINDOW WITH NONSTRUCTURAL HEADER LENGTH VARIES DEPENDING ON NUMBER AND WINDOW RAIL AND SPACING OF RAFTERS (Also applicable to End Walls) TYPICAL POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG o VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE E o .� S BECHTOL ENG1A1146iEsffiN6:' M WEST NEW YORRE DELAND, FLORIDA:?V20 0 . 38538 CeNflcats of&0=hMn No. _ TZ P•E 1 " ATE OF FloMe License *NAL //II1IIIW CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 01/20/20 SECHTOL ENG/NEERING kb NTS ona�ano o enmccwman� mm euiaw�n mrnv e� tb °Ga"" G20001 TB SHEET 6 OF 6