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Home My WebLink AboutAPPROVED Paul GottardoMAXIMUM ALLOWABLE TABLE 1 FBC APPROVED PRODUCTS LIST WIND SPEED RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL EXPIRATION PARTIALLY AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR No. & DATE DATE OPEN ENCLOSED ENCLOSED R PURLINS, AND POSTSS OOR GIRTS STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R6 04/05/27 180 180 180 WIND ULTIMATE NOMINAL MAXIMUM POST 1 RAFTER (INCHES) 26 Gauge AG Panel 12/15/20 RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R6 03/14/27 1BO 180 180 CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS 26 Gauge AG Panel 12115/20 110 TO 150 89 TO 116 5.0 6 6 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.3-R6 03/14/27 NIA 164 143 I C 26 Gauge Dutch Lap Wal! Panel 12/15/20 " 151 TO 180 117 TO 139 4.0 6 6 STRUCTURAL COMPONENTS FLOOD VENT CRAWL SPACE DOOR SYSTEMS, INC. FL29622.1-131 09/30/22 N/A N/A NIA 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 02/28/21 gauge hat channel roof purlins. 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 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3-R2 08/26/25 NIA 139 139 requirements for other roof heights and/or slopes may vary. Series 402-14 02/28/21 GROUND ANCHOR SCHEDULE EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5-R2 08119/25 NIA 174 155 ULTIMATE WIND SPEED (mph) METAL CARPORT INSTALLATION PLANS Series 407 02l28121 110 120 130 140 150 160 170 180 AND DETAILS AND FRAMING AND EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1-R6 12/31/21 NIA 180 174 12 FASTENER SPECIFICATIONS Model 203 (12' Max. Width) 02/09/21 14 30' Anchor EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL168D6.1-R5 04/05/27 NIA 179 154 Detail ID FOR CONSTRUCTION IN THE STATE OF FLORIDA Steel Roll Up Sheet Door (12' Max. Width) 12l16/20 16 1� PREPARED FOR: EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.2-R5 04/05/27 N/A 180 180 CAROLINA CARPORTS, INC. Steel Roll -Up Sheet Door - (B' Max. Width) 12/16/20 9 20 48" Anchol P.O. BOX 1283 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.3-R5 04/05/27 NIA 155 133 z 22 Detail tC DOBSON, NORTH CAROLINA 27017 Steel Roll -Up Sheet Door - (16' Max. Width) 12/16/20 0 24 -_ - PREPARED BY - EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.4-R5 04/05/27 NIA 180 172 m 26 BECHTOL ENGINEERING AND TESTING, INC. Steel Roll -Up Sheet Door - (I O' Max. Width) 12116/20 28 GO" Anchor 605 WEST NEW YORK AVENUE WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.1-138 10/17/23 NIA 175 157 30 Detail 1C DELAND, FLORIDA 32720 Certificate of Authorization No. 00005492 Model 185SH 1 11/27/20 DETAILS 1C AND 1D SHOWN ON SHEET 4 OF 6 NOTES: 1 DOORS AND WINDOWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES ANWOR MODELS, PROVIDED THE FOLLOWING CONDITIONS ARE MET 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 4A' 2 FRAMING CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCT'S. 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 THIS IS TO CERTIFY THAT THE CALCULATIONS AND PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN 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 ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609OF 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, THE FLORIDA BUILDING CODE, SEVENTH EDITION (2020). 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 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, j t 1 I I I 1 i /I1/ \\\,�1 5. ALL FIELD FRAMING CONNECTIONS SHALL BE 912-14 x 3/4" SELF DRILLING SCREWS WITHOU I CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. � .�.... BEC IT f=F�R IN TING, INC. '. i 6, CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 4D. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 .4XW1 .4 605 WEST`NE RX AVE E � DELAND4�LOR WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. 38 7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN b" 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, Thomas�8e I, , cl- 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. Florida Lr�e d, 385 A�-� O •• (C� , 9. POSTIRAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS. �� 1 ' • �O>,IpA , •' ��\, 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 CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED. G'��ARP4RT5, INC. SEVENTH EDITION (2020) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL 11. 14 GA FRAMING: 2-1/2" x 2-112" TUBE STEEL (TS) WITH 2-114" x 2-1/4" TS NIPPLES. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 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 MT BECHTOL ENGINEERING 011051202t m e `�"� NTs 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 AND reSnN6,lrrc. lb "" G21001 EVERY 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6. 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) - - -- - - -. - --. - 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 SAVE 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) T' - 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 SAVE 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) (As applicable) ENCLOSED LENGTH VARIES � - - __ � �' TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION t t I I I NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE \ � ` �9��ALL R..H AFC `'% BPS BFCHt0&II4GINEERING AND T INSa, INC. DELARID, FLORIDA 32 3'8J3 - _ _ _ _ Thomas c P'E. Florida Lic�ryse 38538� Rip P+ . \�� R �ONAL CAROfLIkA 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 /� BE 0110512021 NOT TO SCALE NOT TO SCALE NOT TO SCALE TTEBnOG IExNVINE�RING bkb NTS M0. G21001 ca+eumxscx..rmwar�vrH.un µareaws reenNo o�ems TB SHEET 2 OF 6 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 12 �3 24' 16 GA U-CHANNEL 13RACE FASTENED TO RAFTER WITH (2) #12-14 x 3A" SDF's AT EACH END (4 PER BRACE) 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER >24TO 3T RAFTER SPAN REQUIRES A TRUSSED RAFTER AS SHOWN ON THIS SHEET TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - BOW FRAME NOT TO SCALE LENGTH VARIES DEPENDING ON NI IMAFR AND fiPAf:INr' DP RAFTFR.R TYPICAL RAFTERIPOST FRAMING PLAN - BOW FRAME 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S 1NSTALLATfON INSTRUCTIONS z 12 4 �3 24" 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 314" SDF's AT z EACH END (4 PER BRACE) w 1 24' MAx}MUM RAFTER SPAN ON SINGLE RAFTER O >24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER H AS SHOWN ON THIS SHEET TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE LENGTH VARIES DEPENDING ON NI IMRFR AND RPARINr FIF RAFTERS TYPICAL RAFTERIPOST FRAMING PLAN - BOX EAVE NOT TO SCALE NOT TO SCALE SEE TABLE 1 OPENING FOR SWINGING SHEET DOOR WITH NONSTRUCTURAL 1.OF6 HEADER 12' MAX, OPENING FOR ROLL -UP DOOR WITH STRUCTURAL HEADER 10" (TYPICAL) NONSTRUCTURAL HEADER TYPICAL SIDE WALL OPENINGS FRAMING PLAN AWINDOW RAIL {Also applica6le to End WaIIsI NOT TO SCALE 611 WELD ALL WEB CONNECTIONS, BOTH SIDES FULL 6" WELD BOTH SIDES OPTIONAL 24'-9" TO 30' TRUSSED RAFTER - BOW SEE TABLE 1 SHEET 1 OF 6 �/ OPENING FOR Sl'lINGI11G 000R IT MAX. OPENING FOR Wnn Nal- aiRU TNRN ROLL -UP DOOR WiTH NRnnFR NON-STRUCTURAL rti 6' -- 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 1-112" 18 GAUGE FURRING CHANNEL (PURLIN) H �24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH w (2) #12.14 x 3l4" SDF's AT x EACH END (4 PER BRACE) LU Ul 24 MAXIMUM RAFTER SPAN ON SINGLE RAFTER >24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER p AS SHOWN ON THIS SHEET F in TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - VERTICAL ROOF NOT TO SCALE 1-112" 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 314" SELF -DRILLING FASTENER SPACED NOT MORE THAN 48" O.G. 3 4 SEE TABLE 1 SHEET 1 OF 6 LENG VARIES DEPENDING ON NUMBER AND SPACING OF RAPPERS TYPICAL POST/RAFTER FRAMING PLAN - VERTICAL ROOF TO SCALE TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE SEE MAXIMUM TABLE 1 4' O.C. FOR SHEET VERTICAL � PANEL s u iu 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 314" SELF,DRILLING SCREWS AT EACH END (4 PER BRACE) TYPICAL ROOF EXTENSION OPTION MAIN Sl END WALL OPENINGS POSTIRAFTER FRAMING PLAN TYPICAL LEAN-TO OPTIONS FRAMING PI I NOT TO SCALE 6" 6' ECM [f NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STAf, N 24" 16 GA U-CHANNEL BRACE (5' TO 7' POST) - 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) B605 WES4 NE BRACE ANGLE SHALL BE MIN. 30' DELANCIF TO MAX. 45' FROM HORIZONTAL LL 6" ELQ BOTH SIDES WELD ALL WEB CONNECTIONS, BOTH SIDES OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE FREESTANDING LEAN-TO FRAMING PLAN � ti 1 4 4 f! I 111 STANDARD LEAN-TO OP7fCi FROIJT &,SHOWN �tqj A PLI Bow FRAME RAFTER) /1 Gllvrffm� NOT TO SCALE NOT TO SCALE 2" WASHERS 2" WASHERS INSTALL 112' x MINIMUM 5" TAPCON REDHEAD LDT -"q ANCHOR OR V2" x MINIMUM 5-112" EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6" OF EACH RAFTER POSTS ALONG SIDES AND EVERY END WALL POST ALONG END WALL SECTIONS MINIMUM , \ --� 1--2- MINIMUM MINIMUM 2-112' EMBEDMENT MONOLITHIC CONC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 #55's CONTINUOUS (�)_CSON�ECRETE BASE RAIL ANCHORAGE INSTALL 112' x MIN€MUM 5" TAPCON REDHEAD LDT ANCHOR OR 112" x MINIMUM 5-1l2" 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 W)TH 112" DIAMETER WALL POST ALONG END WALL SECTIONS THROUGH -BOLT MIN. 6" M1NfMUM 2-1/2" EMBEDMENT I_ - MINIMUM 4" CONTINUOUS 4" CONCRETE PAVEMENT CONCRETE BASE RAIL ANCHORAGE Not To Scale (OPTIONAL - OPEN CARPORTS ONLY) DRILL 516" HOLE THROUGH THE 2" WASHERS 24' 16 GA U-CHANNEL BRACE (5' TO 7' POST) BASE RAIL AND SECURE TO 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) ANCHOR EYE WITH 172" DIAMETER -TS CONTINUOU[011 BRACE ANGLE SHALL BE MIN. 45' THROUGH -BOLT BASE RAIL TO MAX. 60' FROM HORIZONTAL N€PPLE TO 3\ 116, RAFTER / (SEE GROUND ANC L.6"MINIMUM 4" SCHEDULE, SHEETFOR REQUIRED AN CONTINUOUS 4" CONCRETE PAVEMENT EYE ANCHOR — CONCRETE BASE RAIL ANCHORAG 1 E= Not To Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 113) TS TRUSSED RAFTER CHORD, OR NON-STRUCTURAL HEADER TS END POST OR DOOR! WINDOW FRAME POST TS BASEIWINDOW 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 314" 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. TS RAFTER 6" LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 314" SDF's RAFTER POST BOX SAVE RAFTER/POST DETAIL Not To Scale TS RAFTER POST 1-112" x 1-112" x 2" 16 GA CUP ANGLE SECURE TO POST AND BASE RAIL WITH (4) #12-14 x 314" SDF's, (2) ON TOP, (2) ONSIDE 'ITS CONTINUOUS BASE RAIL POST TO RAIL, TRUSS CHORD, OR END POST/BASE RAIL CONN. 4 NON-STRUCTURAL HEADER CONN. DETAIL Nat To Scale Not TO Scale TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE TS CONTINUOUS BASE RAIL EYE ANCHOR 5!8" ROD 48" LONG WITH 6" HELIX OR 616" ROD 60" LONG (SEE GROUND ANCHOR WITH 7" HELIX, SCHEDULE, SHEET 1 OF 6, AS APPLICABLE FOR APPLICABIUTY) BASE RAIL DEEP ANCHORAGE ' C Not To Scale NO SCREWS REQUIRED 4 BOW BEND B. 5" TS BOW RAFTER 24" 16 GA U-CF 48" 16 GA U-CF BRACE ANGLE TO MAX. 60" Ff " 3" i y 3" 6" LONG TS NIPPL SECURE RAFTER TS RAFTER POST NIPPLE WITH (4) SELF -DRILLING F BOW RAFTER/POST DETAIL Not To Scafe POST 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 - TS CONTINUOUS BASE RAIL EYE ANCHOR u (SEE GROUND ANCHOR 518' ROD 30" LONG SCHEDULE, SHEET 1 OF 6. WITH DBL4" HELIX - FOR APPLICABILITY) EL BRACE (5' TO T POST) IEL BRACE (8' TO 14' POST) LL BE MIN. 45" HORIZONTAL WPPLETO 3116" BASE RAIL F POST TO 4 x 314" 2" x 2" x 2" 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAILIGlRT WITH (4) #12-14 x 314" 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, WINDC RAIL, OR GIRT TO POST CONN. DET Not To Scala BASE RAIL ANCHORAGE Noi To Scale 6" LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3W SDF's TS RAFTER POST TS CONTINUOUS BASE RAIL POST/BASE RAIL CONN. DETAIL `No1 To Scale �•``'j1yRlIHIfBB'`'/• BEQL TO . LNGI�l,EERING AND T TIMG, INC. 605 WEST NF AW YOR QEN` W38 r DEL$j+1FLQRIDA 32720 1 4 Thomasfdg�'.1:. � Florida Licenjs 38b CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA rxia °" 01105/2021 AVBECHTOL ENGINEERING mkb s NTS AND 7ES77NG, Inc. coxauunxi�rca�.u, exrwa..�rrniao whauLa rssmxi Qma�xe tb H0 G21001 � TB SHEET 4 OF 6 1 2"x2"x2" 16 GA ANGLE CUP SECURE TO POST AND RAFTER WITH (4) #12-14 x 314" SDF's, (2) ON BOTTOM, (2) ON SIDE OR 2'x4" 16 CA PLATE SECURE TO EACH SIDE OF TS END POST — POSTIRAFTER CONNECTION WITH (4) #12-14 x 314" SDF's, (2) ON POST, (2) ON RAFTER � END POST/RAFTER CONN. DETAIL 7 Not To Scale 1-112"x1-112"x2"16GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 314" SDF's (2) ON TOP, (2) ON SIDE TS RAFTER POST 1-112" x 1-V2" x 2" 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) 412-14 x 314" SDF's, (2) ON TOP, (2) ON BOTTOM TS GABLE RAIL GABLE RAIL TO RAFTER POST SCONNECTION DETAIL Not To Scale 2-114" FOR 12 GA FRAMING 2-112" FOR 14 GA FRAMING 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POST AND RAFTER WITH (2) #12-14 x 314" SDF'S AT EACH END (4 PER BRACE) BRACE SECTION Not To Scale NIPPLE TO DBL, HDR. LONG TS NIPPLE =CURE EACH WITH )#12-14x314' ELF -DRILLING FASTENERS —12 GA TS POST ,ram RAFTER POST/DBL. HEADER DETAIL �_� No! To Scale 1-112" x 1-112" x 2" 16 GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 314' SI TOP AND BOTTOM 1-112' x 1-112" x 2" 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 314" 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 314" SELF -DRILLING FASTENERS TS RAFTER POST GABLE RAIL TO RAFTER POST CONNECTION DETAIL _ 1 Not To Scale 1-112" 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 IRE WITH (4) #12-14 x 314" -DRILLING FASTENERS � DOUBLE TS HEADER NIPPLE TO DBL. HDR. 9 RAFTER POSTMEADER DETAIL Not To Scale NIPPLE TO>3196" RAFTER TS RAFTER 12" LONG TS NIPPLE. SECURE POST TO NIPPLE 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) BRACE ANGLE SHALL BE MIN. 45' TO MAX. 60' FROM HORIZONTAL TS LEG POST TS RAILS TS BASE RAII NOT TO SCALE 6" LONG TS NIPPLE SECURE WITH (4) #12-14 x 314" SDF's TS RAFTER POST SIDE EXTENSION �)_,e RAFTER/POST DETAIL TYPICAL FLOOD VENT FRAMING PLAN SEE GENERAL NOTE No. 12, SHEET 1 OF 6 6" LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 314' SELF -DRILLING FASTENERS GA TS POST TS BASE RAIL 31T6" NIPPLE TO BASE RAIL RAFTER POSTIBASE sm, BASE RAIL CONNECTION DETAIL Not To Scale TS RAFTER POST 2"x4" 16 CA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER CONNECTION WITH (4) #12-14 x 314" SDF's, (2) ON POST, (2) ON RAFTER _-TS LEAN-TO RAFTER 2"x2"x2" 16 CA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x 314" SDF's, (2) ON RAFTER, (2) ON POST POST / LEAN-TO RAFTER_ CONN. DETAIL Not To Scale \\\1yyylflll)11�`// .0 0 e � BECUOL IINGINW3MMD TESTIN(,` INC. 605 WEST NEW YORK AVENUE DELAtV, RKOFJIDA 32720 * 11* y _ fir- /. •�.� , Thomas BeroMpl, C r•'�G�`\� Florida Liceosa`.Pb. ' ' • \ 11f)111114y\y\ CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA "f'a °41E 0110512G21 V BE(;HTOL ENGINEERING mkb '�"� NTS AAND TES77NG, hrc. ca+l�aTA4 ear ervmaw Al,u wimw.s,F war�.m+s lb "a' G21001 "�'o1"R"Y0°005dp� °"1°"@ TB SHEET 5 OF 6 VERTICAL SIDE OPTION GIRTS (Typical) SEE TABLE 1 OPENING FOR SWINGING DOOR SHEET WITH NON-STRUCTURAL HEADER 12' MAX. OPENING FOR ROLL -UP DOOR WITH TYPICAL END WALL OPENINGS POSTIRAFTER/GIRT FRAMING PLAN NOT TO SCALE ci . GIRTS f (Typical) BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL SIDES TYPICAL SIDE ELEVATION NOT TO SCALE ROLL -UP DOOR SWINGING DOOR /Ae !A� ten• U-1,lo1 TYPICAL END ELEVATION NOT TO SCALE 1-112" 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4"SELF-DRILLING 6" FASTENER SPACED NOT MORE THAN 48" O.C. rOPENING FOR SWINGING DOOR J WITH NON-STRUCTURAL HEADER e q SEE TABLE 1 SHEET 1 OF 6 $ 6 q 8 E E 0 g 5 12' MAX.OPENING FOR ROLL -UP DOOR WITH STRUCTURAL HEADER 4 q 4 4 q 5 1a 33 3 4 3 4 g OPENING FOR WiNDCW WITH NON-STRUCTURAL HEADER LENGTH VARIES DEPENDING ON NUMBER AND WINDOW RAIL AND SPACING OF RAFTERS (Al- appk.bl. 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 (As applicable) (As applicable) TYPICAL END ELEVATION NOT TO SCALE `,��tilill+rllr� `•�`�t� S R H @F �''• BECKTOL E,NGINI.IMMID TESTING; INC. 605 WE$7NjEW.YORKAVENUE UELANa. PVR�DA 32720 — Thomas Bebfiiw), k9� Flodda License �1rrr11l11�� CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 01/0512021 BECIHTOL ENGINEERING mkb 'F NTS AND TESTING, Ina mreuurm aEohc/wlcu, emsoss�xru, nem.n,ww-e,Fanvm onus lb " O G21001 TB SHEET 6 OF 6