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Home My WebLink AboutGeneric PlansQ FBC APPROVED PRODUCTS LIST MAXIMUM ALLOWABLE TABLE 1 RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS WIND SPEED AVERAGE FASTENER SPACING QA ON -CENTERS ALONG RAFTERS OR OPEN ENCLOSED PARTIALLY ENCLOSED PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL No. & DATE EXPIRATION DATE WIND ULTIMATE NOMINAL MAXIMUM POST / RAFTER PURLINS, AND POSTS OR GIRTS (INCHES) INTERIOR POSTS/RAFTERS END POSTS/RAFTERS RISK CATEGORY EXPOSURE CATEGORY WIND SPEED (MPH) WIND SPEED (MPH) SPACING (FEET) STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. 26 Gauge AG Panel FL6596.1-R5 10/10/17 04/05/27 180 180 180 r I C_ 110 TO 150 89 TO 116 5.0 6 6 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. 26 Gauge AG Panel FL6702.1-R5 10/10/17 03/14/27 180 180 180 151 TO 180 -r--- - 117 TO 139 4.0 -- 6 6 STRUCTURAL COMPONENTS FLOOD VENT CRAWL SPACE DOOR SYSTEMS, INC. 16x8 Flood Vent FL29622.1 05/15/19 09/01/20 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 gauge hat channel roof purlins. EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY Series 402-14 FL 9/18 3 R1 01/29/18 09/14/20 N/A 139 138 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-ANCHOI,SCHEDULE _ - EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY Series 407 FL17996.5-R1 01/29/18 09/14/20 N/A 165 147 ULTIMATE WIND SPEED (mph) METAL CARPORT INSTALLATION PLANS 110 120 130 140 150 160 170 180 AND DETAILS AND FRAMING AND EXTERIOR DOORS EXTERIOR DOORS ROLL -UP ROLL -UP ASTA INDUSTRIES INC. Model 203 (12' Max. Width) CAROLINA CARPORTS; INC. Steel Roll Up Sheet Door (12' Max. Width) FL8888.1-R5 10/07/17 FL16806.1-R4 06/18/19 12/31/20 11/11/20 N/A N/A 180 158 174 138 FASTENER SPECIFICATIONS FOR CONSTRUCTION IN THE STATE OF FLORIDA w 12 14 16 30° Anchor Deta111D WINDOWS EXTERIOR DOORS EXTERIOR DOORS SINGLE HUNG ROLL -UP ROLL -UP MI WINDOWS AND DOORS Model 185 SH CAROLINA CARPORTS, INC. Steel Roll -Up Sheet Door - B' Wide CAROLINA CARPORTS, INC. Steel Roll -Up Sheet Door -10' Wide FL17499.1=R5 03/27/19 FL16806.2-R4 06/18/19 FL16806.4-R4 06/18/19 10/17/23 11/11/20 11/11/20 NIA N/A N/p 175 180 18o 157 180 n2 = 18 I 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 Q Z 20 22 48° Anchor beta! 1C 5 24 m 26I -� 28 60• Anchor EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. Steel Roll -Up Sheet Door -16' Wide FL16806.3-R4 06/18/19 11/11/20 N/A 155 133 DELAND, FLORIDA 32720 Certificate of Authorization No. 00005492 30 i Deta171C DETAILS 1C AND I SHOWN ON SHEET 4 OF 6 NOTES: 1 DOORS AND WINDOWS.SHOWN MAY BE SUBSTITUTED. FOR DIFFERENT PRODUCT LINES AND/OR MODELS PROVIDED THE FOLLOVANG CONDITIONS ARE MET A PRODUCT SHALL HAVE A VALID FBC PRODUCT APPROVAL B COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION REQURIEMENTS 2 FRAMING CONNECTIONS FOR DOOR AND VANDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS HEADERS AND WINDOW RAILS MAY BE RAISED OR LOV/ERED 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 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 BEAT 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 KS(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 REGUIRED 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-W 1 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 Ok 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. Rr N�!fED Full, %ouWY ST BOCC 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 16N OF THE FLORIDA BUILDING CODE, SIXTH EDITION (2017). THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. L.0 - V a4 01INA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA - 01/20/20 SECHTOL ENG/NEEJUNG ° 4 mkp 'G E NTS AND YESInNA the tb G200e1_ � 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) —. I (As applicable) i (As applicable) i ENCLOSED LENGTH VARIESIN 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 FLAME 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 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) (As applicable) (Asa P livable) i 1 5' EN LOSED NGTH VARIES P rM E �I - — TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL ELEVATION CJ� :' TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SGALE' NOT TO�SCALE ` NOT TO SCALE NOT TO SCALE � � F BECHTOL ENGINEERIN D TESTINFi C. 605 WEST NEW YORKAVEII�E �O, 3 j� DELAND, FLORIDA 32M C®�tlfea0®of A N _ Cr �'� Tbattaa EkP.E. �i�iC�•�LOR��P•• FlorAa Uos tL CAROLINA •CARPOO-9,111y'k. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA TYPICAL TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION ®ECHTOL ENGINEERING AND TEgnAM, �aaimo¢anca+rwtewe+m.�m�ao wTaean mnm erm®m d°Q'�f1e�'� 01120120 NOT TO SCALE NOT TO SCALE mkb "" E NTS It, - " G20001 "" TB SHEET 2 OF 6 mI 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 12 I G 24. 16 GA U-CHANNEL BRACE J FASTENED TO RAFTER WITH (2) #12-14 x 3/4" SDF's AT EACH END (4 PER BRACE) 2.1 XIAXlblUM RAFTER SPAN ON S.'NGLE RAFTER ,24 TO V RAFTER SPAN REQUIRES A TRUSSED RAF TER AS SHOIAN ON THIS SHEET TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME NOT TO SCALE LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS i -- ! SEE TABLE 1 SHEET s 1 OF 6 4 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 `24" 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH D' (2) #12-14 x 3/4' SDFs AT EACH END (4 PER BRACE) I 24 AWc)A[U7.1 RAFTEP, SPAN ON S:NGLE RAFTER >24 TO 30 RAFTER SPAN REQUIRES A TRUSSED RAFTER AS SHOWN ON THIS SHEET TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE LENGTH VARIES DEPENDING ON TYPICAL RAFTER/POST FRAMING PLAN - BOX EAVE NOT TO SCALE SEE TABLE 1 OPENING FOR SWINGING SHEET DOOR WITH NON-STRUCTURAL 1 OF 6 HEADER NON-STRUCTURAL HEADER TYPICAL SIDE WALL OPENINGS FRAMING PLAN AND WINDOW RAIL (Also AND to End Y!a!Is) --� NOT TO SCALE OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOW NOT TO SCALE LD S 4 12' MAX. OPENING FOR ROLL -UP DOOR WITH NON-STRUCTURAL HEADER SEE TABLE 1 SHEET 1 OF 6 CF�AY{ 5'.1IAG:VG M-N: S FPv- 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS \ 1-1/2" 18 GAUGE FURRING CHANNEL (PURLIN) `24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDFs AT EACH END (4 PER BRACE) �I 24 A{AJCIA4UId RAFTER SPAN ON Sa7GLE RAFTER >24 TO..G' RAFTER SPAN REQUIRES A TRUSSED RAFTER - VERTICAL �---.r uc Io unuv� runnuvv Vnni..�� nu �.w TO EACH RAFTER WITH (2) #12-14 x 3/4" SELF -DRILLING FASTENER SPACED NOT MORE THAN 48" O.C. 3 4. SEE TABLE 1. SHEET 1 OF 6 LENG VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS 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' _ ll !II 10F6 PANELS wl ra-- W 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 31,4" 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 \ < < I I I I I / / / // NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW W EI b4 R)8�^� / 24" 16 GA U-CHANNEL BRACE (5' TO T POST) C� l•' TC T NO. 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) BECHTOL ENGINEERIP 605 WEST NEW YORK AVENUE • l BRACE ANGLE SHALL BE MIN. 30' DELAND, FLORIDA 32720 TO MAX. 45' FROM HORIZONTAL —� cartl� of .� FULL 6" WELD BOTH SIDES OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOX EAVE FREESTANDING LEAN-TO FRAMING PLAN NOT TO SCALE NOT TO SCAT F Thomss OF $iATE �� Florida Lbw o. 38538 i ." CAROLINA CARP 6 At, 1*1 67' GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 01/20/20 BECHTOL ENGINEERING mkb NTs !�►D 7E9Td % hm " bb G20001 NAl1�O QDIECOSAL B1YRm0®rtAL A181 eN19BAtn 1FB1aMi ®tL✓'3®'.8 AF"p1g TB SHEET 3 OF 6 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 [--2" MINIMUM MINIMUM 2-1/2'EMBEDMENT it ''I+'• is ( 12" MONOLITHIC CONC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 #5's CONTINUOUS CONCRETE BASE RAIL_ANCHORAG + Net To Scale DRILL 5/8' HOLE THROUGH THE • -2' WASHERS BASE RAIL AND SECURE TO /I ANCHOR EYE WITH 1/2" DIAMETER TS CONTINUOUS THROUGH -BOLT- , BASE RAIL (SEE GROUND ANCHOR MINIMUM 4" i 11 SCHEDULE, SHEET I OF 6 FOR REQUIRED ANCHOR) CONTINUOUS 4" CONCRETE PAVEMENT EYE ANCHOR� 8 CONCRETE BASE RAIL ANCHORAGE 1 C 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 l 2'x2'x2" 16 GA ANGLE CLIP TS SECURE TO POST (EACH SIDE) BASEANINI RAIL O\ AND RAFTER CHORD/RAIL WITH NON-STRUCTURAL HEADER (4) #12-14 x 3/4' SDF's, (2) ON (12 GA IF ROLL -UP DOOR FRAME) -� j 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 Net 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 MIN. 6' MINIMUM 2-1/2" EMBEDMENT MINIMUM 4" CONTINUOUS 4" CONCRETE PAVEMENT CONCRETE BASE RAIL ANCHORAGE Not To Scale (OPTIONAL - OPEN CARPORTS ONLY) 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 3116" RAFTER `TS RAFTER r 6" - �6" LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4" SDF's o+ TS RAFTER POST BOX EAVE RAFTER/POST DETAIL Not To Scale TS RAFTER POST --- 16 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 `'-TS CONTINUOUS BASE RAIL 5 END POST/BASE RAIL CONN. Not To Scale TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE WASHERS DRILL,5/8" HOLE THROUGH THE BASE RAIL AND SECURE TO -TS CONTINUOUS ANCHOR EYE WITH 1/2" DIAMETER BASE RAIL THROUGH;BOLT TOP OF ASPHALTPAVEMENT OR STABLE GROUND SURFACE, 2' WASHERS TS CONTINUOUS BASE RAIL EYE ANCHOR I I`J11 1- 5/8' ROD 48" LONG 1. i I •- WITH 6• HELIX r!(SEE OR 5/8" ROD 60" LONG GROUND ANCHOR EYE ANCHOR (SEE GROUND ANCHOR WITH 7" HELIX. SCHEDULE, SHEET 1 OF 6 5/8'., ROD 30' LONG SCHEDULE. SHEET I OF 6 AS APPLICABLE -- FOR APPLICABILITY) WITH DBL 4" HELIX------ FOR APPLICABILITY) 1C BASE RAIL DEEP ANCHORAGE Not To Scale BOW RAFTER NO SCREWS REQUIRED IN BOW BEND-. I 5" S p BASE RAIL ANCHORAGE Nct To Scale -48" 16 GA U-CHANNEL BRACE (5' TO T POST) 4R C A GLEU-CHANNEL BRACE 45 TO 14' POST) 9 1/2' BRACE ANGLE SHALL BE MIN. 45° / TO MAX., 60° FROM HORIZONTAL BASE IPPLE TO \ 3/16" 3" 6' LONG TS NIPPLE SECURE RAFTER AND POST TO I NIPPLE WITH (4) #12-14 x 3/4' TS RAFTER POST SELF -DRILLING FASTENERS BOW RAFTER/POST DETAIL CB 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 s 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 TS RAFTER POST CONTINUOUS BASE RAIL POST/BASE RAIL CONN. DETAIL � Not To Scale rl BECHTOL EN. M G D TESTING; j . 605 WEST NEW YQac IIAJE DELAND, FLORID r20 a No. 36538 Cs0cata of Autlt fbs*m Pp. 549 7o Thomas Bed>Dol P.Ei "" STATE OF FlwWs Lloerm No. F( 1G? • )/11111100 CAROLINA CARPORTS, INC. GENERIC FLANS FOR USE IN THE STATE OF FLORIDA 01120120 BECHTOL ENGINEERING mkb °" & NTS AN 6TESnNG, b tb °'91''a` G20001 msaiio �mcoamw em®o�rt.� am a�Tevi+hama e�m TB SHEET 4 OF 6 �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" SDFs, 4 (2) ON POST, (2) ON RAFTER END POST/RAFTER CONN. DETAIL ��ot 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 3/4' SDF's, (2) ON TOP, (2) ON BOTTOM GABLE RAIL GABLE RAIL TO RAFTER POST �CONNECTION DETAIL t Not To Scale 2-114" 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 DBL. HE TS NIPPLE EACH WITH 4 x 3/4" TILLING FASTENERS 2 GA TS POST r.--\,L 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 314" SDFs, (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 t t Not To Scale A 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. TS RAFTER 26 GA. METAL ROOF PANEL �RZ30F_ANEL_ ATTAC_IMENT (-ALTERNATE FOR VERTICAL ROOF PA'-`� NETS CNotFT,olScale- 1FTER POST NG TS NIPPLE IRE WITH (4) #12-14 x 3/4" -DRILLING FASTENERS DOUBLE TS HEADER NIPPLE TO DBL. HDR. s RAFTER PQST/HEADER DETAIL Not To Scale NIPPLE TO 3/16" RAFTER /- TS RAFTER 12" LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4' SDF's, -6' LONG TS NIPPLE SECURE WITH (4) #12-14 x 3/4" SOF's 24' 16 GA U-CHANNEL BRACE (5' TO T POST) 48' 16 GA U-CHANNEL BRACE (8' TO 14' POST) i BRACE ANGLE SHALL BE MIN. 45' TO MAX. 60' FROM HORIZONTAL TS RAFTER POST SIDE EXTENSION RAFTER/POST DETAIL • 12 Nol To Scale TS LEG POST TS RAILS TS BASE RAIL 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 1 --12 GA TS POST TS BASE RAIL \\3/16" NIPPLE TO BASE RAIL RAFTER POST/BAS,E BASE RAIL CONNECTION DETAIL t � Nol To Scale RAFTER POST 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 i 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 POST / LEAN-TO RAFTER CONN. DETAIL Not To Scale �\\\\\ rCJ � n c r BECHTINEERING AND TO , . INC. ELAND, ►►Ft0=MDAA+3a AVE 0. 38538 0700m; r4A No. * :� ThomasB�;ATE Florida L1N FLORID S A11 \ VERTICAL SIDE OPTION SEE TABLE 1 OPENING FOR SWINGING DOOR SHEET T WITH NON-STRUCTURAL HEADER GIRTS /Ci � 4 a E (Typical) -! 6 E a 12' MAX. OPENING FOR ROLL -UP DOOR WITH a a ON -STRUCTURAL HEADER n a 4 A A' TYPICAL END WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED RLDG m VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR IAA 1;, .1 ins .,,...r.. 1-1 TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE 4 / 1-1/2" 18 GAUGE FURRING CHANNEL FASTENED TO / EACH RAFTER WITH (2) #12-14 x 3/4" SELF -DRILLING F .. I— FASTENER SPACED NOT MORE THAN 48" O.C. GIRTS (Typical) �\ OPENING FOR SWINGING DOOR WITH NON-STRUCTURAL HEADER q SEE TABLE 1 SHEET 1 OF6 a e 3 q 5 3 9 S 12' MAX. OPENING FOR ROLL -UP DOOR WITH STRUCTURALHEADER q q q 'S 10 a 3 3 q b \, OPENING FOR WINDOW WITH NON-STRUCTURAL 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 TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE \\�,�11111111/1/ BECHTOL EN N1G A46iES N Ili'-1Iq', 605 WEST NEW YO E DELAND, FLORIDA 2720 ; 38538 Car tlficats of No. _ A fwffm P.E.i dTA7E OF Florfde Llcarree F O N A\ - ///1111111\\`