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HomeMy WebLinkAboutAPPROVED CAROLINA CARPORT GENERIC 2020FBC - ESS PAGES 1 - 6FBC APPROVED PRODUCTS LIST MAXIMUM ALLOWABLE WIND SPEED TABLE 1 RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL No. &DATE QA EXPIRATION DATE PARTIALLY OPEN ENCLOSED ENCLOSED RISK WIND EXPOSURE ULTIMATE WIND SPEED NOMINAL WIND SPEED MAXIMUM POST / RAFTER SPACING AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR PURLINS, AND POSTS OR GIRTS (INCHES) STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. 26 Gauge AG Panel FL6596.1-R6 12/15/20 04/05/27 180 180 180 INTERIOR END STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R6 03/14/27 180 180 180 CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS 26 Gauge AG Panel 12/15/20 I C 110 TO 150 89 TO 116 5.0 6 6 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. 26 Gauge Dutch Lap Wall Panel FL6702.3-R6 12/15/20 ** 03/14/27 N/A 164 143 151 TO 180 117 TO 139 4.0 6 6 STRUCTURAL COMPONENTS FLOOD VENT CRAWL SPACE DOOR SYSTEMS, INC. FL29622.1 09/30/22 N/A N/A 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 18 16x8 Flood Vent 05/15/19 gauge hat channel roof purlins. EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY Series 402-14 FL17996.3-R1 02/04/18 09/14/20 N/A 156 138 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 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY Series 407 FL17996.5-R1 02/04/18 09/14/20 N/A 165 147 METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND ULTIMATE WIND SPEED (mph) 110 120 130 140 150 160 170 180 EXTERIOR DOORS EXTERIOR DOORS EXTERIOR DOORS EXTERIOR DOORS EXTERIOR DOORS WINDOWS ROLL -UP ROLL -UP ROLL -UP ROLL -UP ROLL -UP SINGLE HUNG ASTA INDUSTRIES INC. Model 203 (12' Max. Width) CAROLINA CARPORTS, INC. Steel Roll Up Sheet Door (12' Max. Width) CAROLINA CARPORTS, INC. Steel Roll -Up Sheet Door - (8' Max. Width) CAROLINA CARPORTS, INC. Steel Roll -Up Sheet Door - (16' Max. Width) CAROLINA CARPORTS, INC. Steel Roll -Up Sheet Door - (10' Max. Width) MI WINDOWS AND DOORS Model 185SH FL8888.1-R6 12/29/20 FL16806.1-R5 12/16/20 FL16806.2-R5 12/16/20 FL16806.3-R5 12/16/20 FL16806.4-R5 12/16/20 FL17499.1-R8 11/27/20 1 12/31/21 04/05/29 04/05/27 04/05/27 04/05/27 10/17/23 N/A N/A N/A N/A N/A N/A 180 158 180 155 180 175 174 138 180 133 172 157 = � C� z m 12 14 16 18 20 22 24 26 28 30 30"Anchor Detail 1D 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 48" Anchor Detail 1C 60" Anchor Detail 1C DETAILS 1 C AND 1 D SHOWN ON SHEET 4 OF 6 NOTES: 1. DOORS AND WINDOWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES AND/OR MODELS, PROVIDED THE FOLLOWING CONDITIONS ARE MET: PENDING A. PRODUCT SHALL HAVE A VALID FBC PRODUCT APPROVAL. B. COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION REQURIEMENTS. MAXIMUM POST SPACING FOR DUTCH LAP IS 4.0' 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 OR ZINC PLATED. 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 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 SEVENTH EDITION (2020) - RESIDENTIAL, AND SECTION 1816.1 OF THE FBC SEVENTH EDITION (2020) - 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. 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, SEVENTH EDITION (2020). BECHTOL ENGINEERING AND TESTING, INC. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 Digitally signed by Thomas Thomas Bechtol Bechtol Date: 2021.01.19 08:35:18-05'00' Thomas Bechtol, P.E. President / Principal Engineer Thomas Bechtol, P.E., State of Florida, Professional Engineer, License No. 38538 This item has been digitally signed and sealed by Thomas R. Bectltol, P.E. on the date indicated here. Pdnted copies of this document are not considemd signed and sealed, and the signature must be verified on any electronic Copes. CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 01/05/2021 BECHTOL ENGINEERING mkb SCALE. NITS or AND TESTING, Inc. ' tb G21001 CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEFRS C"��"aA"�,°"�'M"N".aaO- ..L' TB SHEET 1 OF 6 BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF FLOOD VENT (As applicable) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) (As applicable) (As applicable) l~6'qj[ — 6" 1 ENCLOSED LENGTH VARIES —= TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOF FLOOD VENT (As applicable) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) (As applicable) (As applicable) ENCLOSED LENGTH VARIES TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF FLOOD VENT (As applicable) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR As applicable) (As applicable) plicable) (As applicable) (As apri Ifs„ ENCLOSED LENGTH VARIES TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE BECHTOL ENGINEERING AND TESTING, INC. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 Digitally signed by Thomas Thomas Bechtol Bechtol Date: 2021.01.19 08:36:03 Thomas Bechtol, P.E.-05'00' President / Principal Engineer Thomas Bechtol, P.E., State of Florida, Professional Engineer, License No. 38538 This item has been digitally signed and sealed by Thomas R. Beditd, P.E. on the date indicated here. Printed copies of this document are not Considered signed and sealed, and the signature must be Nedfed on any electronic copies. CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION FIELD " 01/05/2021 NOT TO SCALE NOT TO SCALE NOT TO SCALE BECHTOL ENGINEERING DR—mkb ALE. NTS AND TESTING, Inc. �D tb NO. G21001 CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS °ems` dA"'"O03"""N0 000-2 PROVE TB SHEET 2 OF 6 26 GA. GALVANIZED METAL ROOF PANELS 26 GA. GALVANIZED METAL ROOF PANELS 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S FASTENED TO RAFTERS PER MANUFACTURER'S FASTENED TO PURLINS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS 12 2P 12 CHANNEL (PURLIN)RRING 18 —24" 16 GA U-CHANNEL BRACE —24" 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH FASTENED TO RAFTER WITH x (2) #12-14 x 3/4" SDF's AT a (2) #12-14 x 3/4" SDF's AT 24" 16 GA U-CHANNEL BRACE EACH END (4 PER BRACE) = EACH END (4 PER BRACE) � FASTENED TO RAFTER WITH w M J w (2) #12-14 x 3/4" SDF's AT w 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER = U, EACH END (4 PER BRACE ( ) v >24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER O >24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER UJ AS SHOWN ON THIS SHEET 4 H AS SHOWN ON THIS SHEET 4 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER 1O >24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER n p AS SHOWN ON THIS SHEET H TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME NOT TO SCALE LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS SEE TABLE 1 SHEET TYPICAL RAFTER/POST FRAMING PLAN - BOW FRAME NOT TO SCALE 12' MAX. OPENING FOR ROLL -UP DOOR WITH STRUCTURAL HEADER 10" (TYPICAL) TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE LENGTH VARIES DEPENDING ON NI IMRFR ANn RPACIN(� hF RAFTFRR TYPICAL RAFTER/POST FRAMING PLAN - BOX EAVE NOT TO SCALE SEE TABLE 1 OPENING FOR SWINGING SHEET DOOR WITH NON-STRUCTURAL 1OF6 HEADER TYPICAL SIDE WALL OPENINGS FRAMING PLAN NOT TO SCALE OPENING FOR WINDOW WITH NON-STRUCTURAL HEADER AND WINDOW RAIL (Also aoolicable to End Walls) 12' MAX. OPENING FOR ROLL -UP DOOR WITH NON-STRUCTURAL HEADER SEE TABLE 1 SHEET 1 OF 6 OPENING FOR SWINGING DOOR WITH NOW STRUCTURAL HEADER 6 —c 3 4 SEE TABLE 1 SHEET 1 OF 6 LENG VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS 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 3/4" SELF -DRILLING FASTENER SPACED NOT MORE THAN 48" O.C. I— 6„ TYPICAL POST/RAFTER FRAMING PLAN - VERTICAL ROOF NOT TO SCALE TYPICAL END WALL OPENINGS POST/RAFTER FRAMING PLAN NOT TO SCALE 5' WELD ALL WEB CONNECTIONS, BOTH SIDES TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE SEE MAXIMUM TABLE 1 4' O.C. FOR SHEET VERTICAL 1OF6 PANEL 3 rn a 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) ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO OPTION TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN) NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRAME RAFTER) 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. 30" 7n RAAV AG- CDnRA WnDI7/IAI7AI FULL 6" WELD BOTH SIDES BECHTOL ENGINEERING AND TESTING, INC. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 Digitally signed by Thomas Thomas Bechtol Bechtol Thomas Bechtol, P.E. Date: 2021.01.19 08:36:19 -05'00' President / Principal Engineer Thomas Bechtol, P.E., State of Florida, Professional Engineer, License No. 38538 This item has been digitally signed and sealed by Thomas R. Bechtel, P.E. on the date indicated here. Printed copies of this document are not considered signed and sealed, and the signature must be vedfed on any electronic copies. OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOW NOT TO SCALE OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE NOT TO SCALE FREESTANDING LEAN-TO FRAMING PLAN NOT TO SCALE 4" MINIMUM INSTALL 1/2" x MINIMUM 5" TAPCON REDHEAD LDT ANCHOR OR 1/2" x MINIMUM 5-1/2" EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6" OF EACH RAFTER POSTS ALONG SIDES AND EVERY END WALL POST ALONG END WALL SECTIONS MINIMUM MINIMUM 2-1/2" EMBEDMENT MONOLITHIC CONC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 45's CONTINUOUS CONCRETE BASE RAIL ANCHORAGE A Not To Scale DRILL 5/8" HOLE THROUGH THE 2" WASHERS BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2" DIAMETER �TS CONTINUOUS THROUGH-BLT OBASE RAIL (SEE GROUND ANCHOR MINIMUM 4" SCHEDULE, SHEET 1 OF 6, FOR REQUIRED ANCHOR) — CONTINUOUS 4" CONCRETE PAVEMENT EYE ANCHOR ------ e CONCRETE BASE RAIL ANCHORAGE Not To Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B) TS TRUSSED RAFTER CHORD, OR NON-STRUCTURAL HEADER TS END POST OR DOOR/ / WINDOW FRAME POST C TS BASE/WINDOW RAIL OR NON-STRUCTURAL HEADER (12 GA IF ROLL -UP DOOR FRAME) 2"x2"x2" 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH (4) #12-14 x 3/4" SDF's, (2) ON TOP OR 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 NON-STRUCTURAL HEADER CONN. DETAIL Not To Scale INSTALL 1/2" x MINIMUM 5" TAPCON REDHEAD LDT ANCHOR OR 1/2" x MINIMUM 5-1/2" EXPANSION ANCHOR DRILL 5/8" HOLE THROUGH THE THROUGH BASE RAIL WITHIN 6" OF EACH BASE RAIL AND SECURE TO RAFTER POSTS ALONG SIDES AND EVERY END ANCHOR EYE WITH 1/2" DIAMETER WALL POST ALONG END WALL SECTIONS THROUGH -BOLT IN. 6" NIMUM 2-1/2" EMBEDMENT MINIMUM 4" CONTINUOUS 4" CONCRETE PAVEMENT � p CONCRETE BASE RAIL ANCHORAGE f Not To Scale (OPTIONAL - OPEN CARPORTS ONLY) 24" 16 GA U-CHANNEL BRACE (5' TO 7' POST) 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) BRACE ANGLE SHALL BE MIN. 45" TO MAX. 60' FROM HORIZONTAL NIPPLE TO\ 3/16" RAFTER TS RAFTER 6" LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4" SDF's RAFTER POST BOX EAVE RAFTER/POST DETAIL � Not To Scale TS RAFTER POST 1-1/2" x 1-1/2" x 2" 16 GA CLIP ANGLE SECURE TO POST AND BASE RAIL WITH (4) #12-14 x 3/4" SDF's, (2) ON TOP, (2) ON SIDE CONTINUOUS BASE RAIL 5 END POST/BASE RAIL CONN. Not To Scale TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE WASHERS TS CONTINUOUS BASE RAIL EYE ANCHOR 5/8" ROD 48" LONG WITH 6" HELIX OR 5/8" ROD 60" LONG (SEE GROUND ANCHOR WITH 7" HELIX, SCHEDULE, SHEET 1 OF 6, AS APPLICABLE FOR APPLICABILITY) — r— BASE RAIL DEEP ANCHORAGE t C Not To Scale TS BOW RAFTER DRILL 5/8" HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2" DIAMETER THROUGH -BOLT TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE 2" WASHERS TS CONTINUOUS BASE RAIL EYE ANCHOR U (SEE GROUND ANCHOR 5/8" ROD 30" LONG SCHEDULE, SHEET 1 OF 6, WITH DBL 4" HELIX FOR APPLICABILITY) 8v BASE RAIL ANCHORAGE Not To Scale NO SCREWS REQUIRED IN BOW BENDVJ 6 GA U-CHANNEL BRACE (5' TO 7' POST) 6 GA U-CHANNEL BRACE (8' TO 14' POST) 9-1/2"CE ANGLE SHALL BE MIN. 45' MAX. 60o FROM HORIZONTAL NIPPLE TO 3/16" BASE RAIL 6 3 ONG TS NIPPLE - SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x 3/4" TS RAFTER POST SELF -DRILLING FASTENERS BOW RAFTER/POST DETAIL � � Not To Scale TS POST 2" x 2" x 2" 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIL/GIRT WITH (4) #12-14 x 3/4" SDF's (2) ON TOP OR BOTTOM, (2) ON SIDE TS NON-STRUCTURAL HEADER TS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL Not To Scale 6" LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4" SDF's RAFTER POST TS CONTINUOUS BASE RAIL POST/BASE RAIL CONN. DETAIL Not To Scale BECHTOL ENGINEERING AND TESTING, INC. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 Thomas Digitally signed by Thomas Bechtol Bechtol 021.01.19 08:36:35 05'00' Thomas Bechtol, P.E. President / Principal Engineer Thomas Bechtol, P.E., State of Florida, Professional Engineer, License No. 38538 This item has been digitally signed and sealed by Thomas R. Bechtol, P.E. on the date indicated here. Printed espies of this dowment are notwnsidered signed and sealed, and the signature must be verified on any electnnic copies. 2"x2"x2" 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 TS END POST POST/RAFTER CONNECTION WITH (4) #12-14 x 3/4" SDF's, A (2) ON POST, (2) ON RAFTER EcP/RAFTER CONN. DETAIL �� 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 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 3/4" SDF's, (2) ON TOP, (2) ON BOTTOM GABLE RAIL GABLE RAIL TO RAFTER POST CONNECTION DETAIL I IAA 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" SDF'S AT EACH END (4 PER BRACE) BRACE SECTION Not To Scale NIPPLE TO DBL. HDR. 5 NIPPLE EACH WITH x 3/4" -LING FASTENERS GA TS POST RAFTER POST/DBL. HEADER 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" 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 ^^o CONNECTION DETAIL I I o 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 FTER POST VG TS NIPPLE RE WITH (4) #12-14 x 3/4" DRILLING FASTENERS DOUBLE TS HEADER NIPPLE TO DBL. HDR. RAFTER POST/HEADER DETAIL Not To Scale RAFTER TO X 3/16" RAFTER � TS 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 7' POST) 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) BRACE ANGLE SHALL BE MIN. 45o TO MAX. 60° FROM HORIZONTAL TS LEG TS TS BAS 6" LONG TS NIPPLE SECURE WITH (4) #12-14 x 3/4" SDF's TS RAFTER POST SIDE EXTENSION RAFTER/POST DETAIL 1 Not To Scale TYPICAL FLOOD VENT FRAMING PLAN NOT TO SCALE SEE GENERAL NOTE No. 12, SHEET 1 OF 6. 6" LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4" SELF -DRILLING FASTENERS 12 GA TS POST TS BASE RAIL 3/16" NIPPLETO BASE RAIL RAFTER POST/BASE BASE RAIL CONNECTION DETAIL Not To Scale TS RAFTER POST 2"x4" 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER CONNECTION WITH (4) #12-14 x 3/4" SDF's, (2) ON POST, (2) ON RAFTER —TS LEAN-TO RAFTER 2"x2"x2" 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x 3/4" SDF's, (2) ON RAFTER, (2) ON POST IS/ LEAN-TO RAFTER CONN. DETAIL Not To Scale BECHTOL ENGINEERING AND TESTING, INC. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 Thomas Digitally signed by Thomas Bechtol Bechtol Date: 2021.01.19 08:36:50 05'00' Thomas Bechtol, P.E. President / Principal Engineer Thomas Bechtol, P.E., State of Florida, Professional Engineer, License No. 38538 This item has been digitally signed and sealed by Thomas R. Bechtol, P.E. on the date indicated here. Printed copies of this document are not considered signed and sealed, and the signature must be vedfled on any electronic copies. VERTICAL SIDE OPTION SEE TABLE 1 OPENING FOR SWINGING DOOR SHEET WITH NON-STRUCTURAL HEADER 1 OF 6 1-1/2" 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4" SELF -DRILLING 6" f~ FASTENER SPACED NOT MORE THAN 48" O.C. GIRTS ci GIRTS (Typical) q a s 6 � (Typical) 1 a � \ 12' MAX. OPENING FOR ROLL -UP DOOR WITH 6 5 a NON-STRUCTURAL HEADERJ�eA- �A, a a TYPICAL END WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES TYPICAL SIDE ELEVATION NOT TO SCALE ROLL -UP DOOR SWINGING DOOR !Ac nn Hl KlcN /Ac nnnlirnhlcl TYPICAL END ELEVATION NOT TO SCALE rOPENING FOR SWINGING DOOR WITH NON-STRUCTURAL HEADER g q SEE TABLE 1 SHEET OF6 j g�1 3 c2 E 5 12' MAX. OPENING FOR ROLL -UP DOOR WITH STRUCTURALHEADER q q a 10 5 q 3 3 a 3 a OPENING FOR WINDOW WITH NON-STRUCTURALHEADER 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 - VERTICAL SIDES TYPICAL SIDE ELEVATION NOT TO SCALE ROLL -UP DOOR SWINGING DOOR (Ar—li—ki-I /Ar ­ll­Kle\ TYPICAL END ELEVATION NOT TO SCALE BECHTOL ENGINEERING AND TESTING, INC. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720 Thomas Digitally signed by Thomas Bechtol Bechtol Date: 2021.01.19 08:37:05 -05'00' Thomas Bechtol, P.E. President/ Principal Engineer Thomas Bechtol, P.E., State of Florida, Professional Engineer, License No. 38538 This item has been digitally signed and sealed by Thomas R. Bechtol, P.E. on the date indicated here. Printed copies ofthis document are notoonsidered signed and sealed, and the signature must be verified on any electronic copies.