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HomeMy WebLinkAboutAPPROVED Carport Product approval FL BP (1-14-2021)FBC APPROVED PRODUCTS LIST MAXIMUM ALLOWABLE TABLE 1 WIND SPEED RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS CIA PRODUCT CATEGORY SUBCATEGORY MANUFACTURER APPROVAL EXPIRATION PARTIALLYSPACING ON•CENTERS ALONG RA TERS OR No. &DATEDATE OPEN ENCLOSED ENCLOSED PURLINS, AND POSTS OR GIRTS STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R6 04/05/27 180 180 180 MAXIMUM (INCHES) 26 Gauge AG Panel 12/15/20 WIND ULTIMATE NOMINAL POST / RAFTER RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R6 03114/27 180 180 180 CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTSIRAFTERS POSTSIRAFTERS 26 Gauge AG Panel 12/15120 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.3-R6 03/14/27 WA 164 143 110 TO 150 89 TO 116 5.0 6 6 26 Gauge Dutch Lap Wall Panel 12/15/20 „ I C 151 TO 180 117 TO 139 1 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 Gaming, or 18 16x8 Flood Vent 05115/19 gauge hat channel roof pudins. 2. Specifications applicable only for mean roof height of 20 feet or less, and roof slopes of 7' to 270 (1.5:12 to 6:12 pitch). Spacing EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3-R1 09/14120 N/A 156 138 requirements for other roof heights and/or slopes may vary. Series 402-14 02/04118 GROUND ANCHOR SCHEDULE EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5-R1 09/14/20 N/A 165 147 ULTIMATE WIND SPEED (mph) METAL CARPORT INSTALLATION PLANS Series 407 OZ/04118 111) 120 130 140 160 160 170 MO AND DETAILS AND FRAMING AND EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1-R6 12131121 N/A 180 174 12 FASTENER SPECIFICATIONS Model 203(12' Max. Width) 12129/20' FL16806A-R5 04/05/29 N/A 158 138 14 30' Anchor FOR CONSTRUCTION IN THE STATE OF FLORIDA EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. DetaillD Steel Roll Up Sheet Door (12' Max. Width) 12/16/20 w 16 - EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL78808.2-R5 04105l27 WA 180 180 Fi- 18 PREPARED FOR: Steel Roll -Up Sheet Door - (8' Max. Width) 12116/20 20 48' Anchor CAROLINA CARPORTS, INC. P.O. BOX 1263 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16BD6.3-R5 04/05/27 N/A 155 133 Z 22 Detail 1C 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 - (10' Max. Width) 12/16120 28 erl m 605 WEST NEW YORK AVENUE . DELAND, FLORIDA 32720 WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL17499.1-R8 10/17l23 NIA 175 157 30Certificate of Authorization No. 00005492 Model 185SH 11/27/20 DETAILS iC AND 1 D SHOWN ON SHEET 4 OF 6 NOTES: I DOORS AND WINDOWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES ANO/OR k10DELS, 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 REOURIEMENTS. " 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 THIS IS TO CERTIFY THAT THE CALCULATIONSAND 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 THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE 8UILDINGS (RISK CATEGORY I) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS UNDERSIGNED WITHPROTHE AUIREMENTS F SECTION N 2. ACCORDANCE WITH THE ODE, S REQUIREMENTS OF SECTION 16090E 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 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 60 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. N� 5. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x3WSELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. NSE BECHTOL EN EERfNG AND ieSTING, INC: 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 � AND,WESLOMDNEWYoBgN120 853a WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. DELANo, FLoRTOAa3i2o o• 3 FLU 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. /641 8. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LOT 1!2' x 5' OR EQUIVALENT OR WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. F «�'aa LLcence oas �� 9. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS. ON 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 CAROLINA CARPORTS, INC. SEVENTH EDITION (2020) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED. 11. 14GAFRAMING: 2-1n'x2-1/2' TUBE STEEL ITS) WITH SI/4'x2-1/4'TSNIPPLES. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 12 GA FRAMING: 2-114' x 2-114' TS WITH 2' x 2' TS NIPPLES. 01ro512021 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 BECHTOL ENGINEERING mkb '°" 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 _ ANOTE817NG Tmx ,� lb " c21001 TO SHEET I OF EVERY 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 50F 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-UPDOOR SWINGINGDOOR ROLL-UPDOOR SWINGINGDOOR applicable) (As applicable) (As applicable)- (As applicable) _- ENCLOSED LENGTH VPAIES ;:. _ I - 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 sppiicaWe)- ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR - (As applicable) (As avpicabla (As applicable) (As applicable) fi - I<6• _ - EN D EHGIH VPRIEG ' � 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 F LOOD VE NT(As applicable) ROLL -UP DOOR SWINGING DOOR ROLL-UPDDOR SWINGING DOOR (As applicable) (As applksbie) (As applicable) (As applicable) ENCLOSED LENGTH VARES � '�- - 1 I I 1 TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION •'• `TrYPIQA OA;LEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE , ` f / i NOT TO SCALE N �` Q,S . TO.S [, 10 BECHTOL ENGINBi=RIN"Nb ING, MC* 605 WEST NEW Z I(ASENUE 1 _ DELAND, FLORIDA id720 1� Flodda Lisla[jq,3860 �� S,. • .... `� �\ IIIIIIII�� 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 011OW021 NTS BECHTOL ENGINEERING AND TE87IND, rZ NOT TO SCALE NOT TO SCALE NOT TO SCALE °� tb 1Di G21001 nuowreauennwe "°"'�TB1 SHEET20F6 28 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURERS INSTALLATION INSTRUCTIONS 12 24' 18 OA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) 812.14 x 314' SOFs AT EACH END (4 PER BRACE) TO W RARE PARER SPAN Of! A TRUSSED RAFTER >II' T03V' RAFTER SPAN RE W RES A iRUSSEO BAITER TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME NOT TO SCALE LENGTH VARIES DEPENDING ON SEE TABLE / SHEET TYPICAL RAFTERIPOST FRAMING PLAN -BOW FRAME NOT TO SCALE tY MA%.OPEN4NG FOR RIXL-UP DOOR 10' (TYPICAL) 28 GA GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURERS Nj STALIATION INSTRUCTIONS \ 12 Q3 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) k12-14 x 3/4' SOPS AT EACH END (4 PER BRACE) 2J'M RARERAFTER SPANON SINGLERAFTER >71' i0 JIY RAFTER SPAN REQUIRES A TRUSSED RAFTER TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE LENGTH VARIES DEPENDING ON FRAMING PLAN -BOX EAVE NOT TO SCALE SEE SEE TABLE i TABLEI OPENING FOR SWINGING SHEET SHEET / DOOR WITH NONSTRUCTURAL � t OF 6 10F6 / HEADER s I SIDE WALL OPENINGS FRAMING PLAN WELD ALL WEB CONNECTIONS, BOTH SIDES NWSTRUCTURAI HEADER u!D wwoow RAIL 5' FULL e' WELD BOTH SIDES OPTIONAL 24'-1" TO 30' TRUSSED RAFTER —BOW 1Y M1IAX OPENxlG FOR RGLL-UP DOOR YAUI HONSTRUCNHAL 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS PER MANUFACTURERS 18 GAUGE FURRING NEL (PURLIN) '24' IB GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) Al2-14 x 3/4' SOFs AT EACH END (4 PER BRACE) RAFTER 2J'AURAFTER SPAN SINGLERAPIER >24' TO YJ' flAFTEfl SPAN REQUIRES A iRU55E0 RAF TYPICAL INTERIOR RAFTER/POST FRAME SECTION - VERTICAL ROOF NOT TO SCALE 7-1YY 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) N12-14 x We SELF -DRILLING FASTENER SPACED NOT MORE THAN 4W O.C. �I�I�I�I�IN © v E LENOWT6 �ARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL POST/RAFTER FRAMING PLAN -VERTICAL NOT TO SCALE �M TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE SEE MAXIMUM TABLE 1 4' O.C. FOR SHEET VERTICAL TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE TYPICAL v v v `� ROOF EXTENSION OPTION v MAIN STRUCNRE \\\\ END WAIL OPENINGS POST/RAFTER FRAMING PLAN TYPICAL LEAN—TO OPTIONS FRAMING PLAN (BQT�cQ NOT TO SCALE NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD L 1S 2V 16 GA U-CHANNEL BRACE(VTO T POST) BECHTOL ENSI! ERINI 48' 16 GA U-CHANNEL BRACE IS TO W POST) 605 WEST NEW YORK AVENUE BRACE ANGLE SHALL BE MIN. 30DELAND, FLORIDS 32720: TO MAX. 45° FROM HORIZONTAL FULL 6' WELD BOTH SIDES OPTIONAL 24'-1" TO 30' TRUSSED RAFTER —BOX EAVE FREESTANDING LEAN-TO FRAMING PLAN I — NOT TO SCALE MINIMUM INSTALL 112' x MINIMUM 6' TAPCON REDHEAD LOT 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 2-1n' EMBEDMEM MONOLITHIC CONC. FOOTING (2500 PSI A11N.) REINFORCED WITH 2 A5's CONTINUOUS 1A CONCRETE BASE RAIL ANCHORAGE Nd TOSeaie DRILL 5/8' HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/21 DIAMETER MINIMUM 4' CONTINUOUS 4' CONCRETE PAVEMENT EYE ANCHOR TS COMINUOUS BASE RAIL (SEE GROUND ANCHOR SCHEDULE, SHEET I OF 6, FOR REOUIRED ANCHOR) 1E CONCRETE BASE RAIL ANCHORAGE Nd TO Scale MEET MIMPORTSW DISTANCE S14OWN IN DETAIL I B) NOT MEET MIMMUM EDGE DISTANCE SHOWN IN DETAIL 18) TS TRUSSED RAFTER CNORD, OR NON-STRUCNRAL HEADER TS END POST OR DOOR/ / WINDOWFRAME POST iS BASEAYINDOW RAIL OR NON-STRUCTURAL HEADER GA IF ROLL -UP DOOR FRAh1E) 2'x2'x2' 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH (4) Mf2-14 x 3/4' SDFs. (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 M To Scale INSTALL 1/2' x MINIMUM 5' TAPCON REDHEAD LDT ANCHOR OR 1/2' x MINIMUM 5-f12' EXPANSION ANCHOR DRILL 5/8' HOLE THROUGH THE THROUGH BASE RAIL WITHIN V OF EACH BASE RAIL AND SECURE TO RAFTER POSTS ALONG SIDES AND EVERY END ANCHOR EYE WITH IIY DIAMETER WALL POST ALONG END WALL SECTIONS THROUGH -BOLT 0 2-1/2' EMBEDMENT MINIMUM 4' CONTINUOU84'CONCRETE PAVEMENT 1B CONCRETE BASE RAIL ANCHORAGE NO[ TO Stale (OPTIONAL- OPEN CARPORTS ONLY) 24' IB GA U-CHANNEL BRACE (6' TO T POST) 48' 16 GA U-CHANNEL BRACE (8' TO 14' POST) BRACE ANGLE SHALL BE MIN. 450 TO MAX. 601 FROM HORIZONTAL NIPPLE' RAFTER 6' LONG TS NIPPLE SECURE POST TO NIPPLE WRH (4) q12-14 x 3/4' SDFs 1 BOX EAVE RAFTER/POST DETAIL �/-1 Nd TO Swk TS RANTER POST 1-i12' x t-1/2' x Y I6 GA CLIP ANGLE SECURE TO POST AND BASE RAIL WITH (4) k12-14 x 3/4SDFs, (2) ON TOP, (2) ON SIDE TS COMINUOUS BASE RAIL %11I END POST/BASE RAIL CONN. \./ Not TO Scale TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE TS CONTINUOUS BASE RAIL EYE ANCHOR 5/8' ROD 48' LONG WITH W HELIX OR 5/8' ROD 6W LONG (SEE GROUND ANCHOR WITH 7' HELIX, SCHEDULE, SHEET I OF 6. AS APPLICABLE FOR APPLICABILITY) 1 BASE RAIL DEEP ANCHORAGE Iv NM TO Scale NO SCREWS REQUIRED N BOW BEND :Tar�nmle:T DRILL 6/B' HOLE THROUGH THE SASE RAIL AND SECURE TO ANCHOR EVE WITH t/2' OMMETER TOP OF ASPHALT PAVEMENT OR STABLE GROUNDSURFACE WASHERS —TS COMINUOUS BASE RAIL EYE ANCHOR � (SEE GROUND ANCHOR 5/e' ROD 30' LONG SCHEDULE, SHEET I OF 6, WITH DBL 4'HELIX FOR APPLICABILITY) 24' 16 GA U-CHANNEL BRACE (5' TO T POST) 48' i6 GA U-CHANNEL BRACE (8' TO 14' POST) BRACE ANGLE SHALL BE MIN, 45• TO MAX. 60° FROM HORIZONTAL NIPPLETO BASE RAIL g• B' LONG TS NIPPLE I SECURE RAFTER AND POST TO TS NIPPLE WITH (4) #12-14 x 314' RAFTER POST SELF -DRILLING FASTENERS BOW RAFTER/POST DETAIL 2g NOI TOSw'a POST 2' 16 2' x 2' z GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIL/GIRT WITH (4) #12-14 x 314' SOPS (2) ON TOP OR BOTTOM, (2) ON SIDE NONSTRUCTURAL HEADER TS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW i�1 RAIL, OR GIRT TO POST CONN. DETAIL Not To Scale 1 BASE RAIL ANCHORAGE 1✓ NoI TO Scale 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) Al2-14 x 3144 SDFs COMINUOUS BASE RAIL POST/BASE RAIL CONN. DETAIL 3 NW TO Scale off`?•'or,ENSF '.his hT0 , I RING AND 3V$lYNG11NC. KAVENUE Tlromas j4N.P.E. 'ZZ ^LOR1�': •'�L7\ Florida Uc�wAb�W.2E LSi (�•_.. 4, 2'x2'x2' i6 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x 314' SDF's, (2) ON BOTTOM, (2)ONSIDE OR Yx4' 18GA PLATE SECURE TO EACH SIDE OF TS END POST POST#1AFTER CONNECTION WITH (4) #12-14 z 314' SOPS. e (2) ON POST, (2) ON RAFTER � END POST/RAFTER CONN. DETAIL Not TO Scale 1-11Y x 7-7/2' z Y 78 GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) N12-14 x 3'4' SDFs (2) ON TOP, (2) ON SIDE RAFTER POST 1-1l2' x 1-ill' x 2' 18 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 314' SOPS, (2) ON TOP, (2) ON BOTTOM Bi:T:1�y:T.11# GABLE RAIL TO RAFTER POST CONNECTION DETAIL 11A Na To Scale 2-114' FOR f2 GA FRAMING ?-iF1' FOR i6 GAUGE U-CHANNEL BRACE FASTENED TO THE POST AND RAFTER WITH (2) #72-14 x 3/4' BOPS AT EACH END (4 PER BRACE) BRACE SECTION NO To Style S NIPPLE %CH W TH .LING FASTENERS GA TS POST $ RAFTER POST/DBL. HEADER DETAIL Nol To Scaie 1-tYl' X 1-1/2' x 2' 18 GA CLIP ANGLE SECURE TO RAFTER POST AND GARLE RAIL WITH (4) 012-14 x 314' SI TOP AND BOTTOM 1-1YC k I-1l2' % 2' 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) N12-14 x V4' SDFs, (2) ON TOP, (2) ON BOTTOM 6' LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x 314' SELF -DRILLING FASTENERS t RAFTER POST RAFTER POST LONG TS NIPPLE 1/tP SECURE WITH (4) #12-14 a 314' SELF -DRILLING FASTENERS ,e7tT..dR7f�`I, 3_GS�cI DBL. HDR. �„-1 RAFTER POST/HEADER DETAIL Not To Scale NIPPLE TOE 3716' RAFTER � RAFTER 1Y LONG TS NIPPLE. SECURE POST TNIPPLE WITH (4) p12-14 z 314' SOF's, � 24' 76 GA U-CHANNEL BRACE (6' TO T POST) 98' 16 GA U-CHANNEL BRACE (8' TO 14' POST) GABLE RAIL BRACE ANGLE SHALL BE MIN. W TO MAX. 6V FROM HORIZONTAL GABLE RAIL TO RAFTER POST CONNECTION DETAIL 11 B Not TO Scale 1-1K' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) p12-14 x 34' SOF SPACEO NOT MORE THAN 48' O.C. 26 GA. METAL ROOF PANEL ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale TS 6' LONG TS NIPPLE SECURE WITH (4) p12-14 x 314' BDF's TS RAFTER POST SIDE EXTENSION 1 RAFTER/POST DETAIL 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) N12-t4 x 314' SELF -DRILLING FASTENERS 12 GA TS POST 3N6' NIPPLE TO BASE RAIL RAFTER POST/BASE 1 BASE RAIL CONNECTION DETAIL 1v Not To Scale f':T3i9•.ISb'31 2'k4' 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POSTR2AFTER CONNECTION WITH (4) p12-14 x 314' SDFs, (2) ON POST, (2) ON RAFTER i TS LEAN-TO RAFTER 2'z2'z2' 18 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) 012-14 z 314' SDF's, (2) ON RAFTER, (2) ON POST 1 POST /LEAN-TO RAFTER CONN. DETAIL J Nol To Scale ��P.•�\CENSF 0I r' i BECHTOL ENOIi�EERID fie6 WEST NEWYORK AVENUE DELANO FLOR)—DA 327$0 Thames Ix Na, Florae unease 1 IIIIIl Ill\\t 'INR. VERB' ICAL Sllli )E OPT' <<) ii GIRTS (TTPkal) SEE TABLE t OPEWITH NON-STRUCTURAL SWINGING DOOR SHEET WITH NON-STRUCTURAL HEADER 10F6 C- 4 4 GIRTS 5 0 � I1YW�al) 12 LW)(. OPEN@IGFOR ROLL -UP DOOR WITH TYPICAL END WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG -VERTICAL SIDES ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE 1-12' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) N12-14 x 314• SELF -DRILLING r OPENING FOR SWINGING DOOR / WITH NON-STRUCTURAL HEADER IIi rlrrl� I�Irrrrrr� I�I�1� Irrrf�l�l�l�l rl/�I rrrrrrr■I�Irrrrrr� I�I�I rrrr�l�l�l�l r Irrrrrr� I rrrrrr�l�lrrrrrrrrl I rrrrrrrrllrrrrrr� Irr��l�l�l rrrrrr�l rI l,,CIO I lowalk low, KIM TYPICAL POST/RAFTER/GIRT FRAMING PLAN BOX EAVE FRAME RAFTER UTILITY BLDG -VERTICAL SIDES TYPICAL SIDE ELEVATION NOT TO SCALE ROIL -UP DOOR SWINGING DOOR TYPICAL END ELEVATION NOT TO SCALE \\\�kiTIlI111/,� R. H..BFC / �o�eNSF' .6, C iJ�EERING AND 7EggTING; INC. R � NUE Np, 3A`036 Thomas/eechtc .��/F 10P' Floriaa ucense .3 'C lOR +-IrTrrr CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 00050021 �) BECHTOL ENGINEERING ^""' mkb NTS ANOTEBNMG, Nxe � W ' G21001 �i""".�10m""' a.wwivw�rowmms 'm9'm TD 1 SHEET60F6