Loading...
HomeMy WebLinkAboutFBC Approved ProductsMAXIMUM ALLOWABLE TABLE 1 FBC APPROVED PRODUCTS LIST . _ WIND SPEED . RAFTER FR AMe, END -POST; GROUND ANCHOR AND PANEL FASTENER'SPACING SPECIFICATIONS QA GE FAST APPROVAL PARTIALLY OR: ERS PRODUCT CATEGORY: SUB -;CATEGORY . : ,MANUFACTURER EXPIRATION ALONG RAFTERS N o. 8 DATE '. OPEN_: ENCLOSED ENCLOSED .. . . PURLINS, AND. POSTS: OR. GIRTS . MAXIMUM STRUCTURAL COMPONENTS ROOF DECK : CAROLINA CARPORTSjNC.: FL6596.1-R6.. 09/05l27. - - 180 . 180. 1i30 .. (INCHES) ULTIMATE NOMI POST ER RAFTER 26 Gauge AG Panel 12/15/20 RISK -SEX OISURE WIND SPEED . WIND:5PEED P '.SPAC 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 1 26 Gauge AG Panel 2/1.5120 11.0 TO'150'_ . 89 TO 116 5 0 6 6 .. FL6702.3 R6 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS; INC: - 03/14/27 . N/A 164 143 „ 26 Gauge Dutch Lap Wall Panel 12/15/20 151 TO 180 117 TO 139 4.0 6 6� - -. N/A FL29622:1-R1 09/30/22 N/A N/A NOTES: 1. Specifications STRUCTURAL COMPONENTS FLOOD VENT CRAWL SPACE DOOR SYSTEMS,,INC. applicable to 26 gauge metal. roof .and wall panels fastened directly to 12 or 14.gauge steel tube framing; or 18 02/28/21 16x8 Flood,Vent gauge -hat channel roof, purlins. 139 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 FL1.7996:3=R2 08/26/25 N/A 139 " re uirements for roof heights and/orslo es may va EXTERIOR DOORS SWINGING ELIXIR DOOR_ AND METAL COMPANY requirements g p. y , ry. Series 40 2 14 02/28l21 174 GROUND ANCHOR SCHEDULE . _ PLANSEXTERIOR DOORS SWINGING FL17996.5-R2 08/19/25 N/A .155. ELIXIR DONDMEAL COMPANY ULTIMATEWIND SPEEDMETALCARPORT -INSTALLATION R- .A. -O 028 21 RAMINGANDSenes 407 110:2p180 0- 50.60' 10 180' AND ADF DETAILS EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. - 6 12/31/21 N/A 174 FL8888.1 R 12'FASTENER SPECIFICATIONS Model 203 (1:2' Max. Width) 02/09/29 . 17 9 1 4 FL16806.1-R5 04/05/27 N!A 15a 30"Ancho FOR CONSTRUCTION IN�THE STATE OF FLORIDA . . EXTERIOR DOORS -ROLL-UP CAROLINA.CARPORTS, INC. Detail 1Dr a� 1 1z/1s/2o_ ` Steel Roll Up Sheet Door (12' Max: Width) - ry 180 • tIz • 1.$ PREPARED..' FL1.6806.2 R5 04/05/27 • � CAROLINA CARPORTS, INC. EXTERIOR DOORS ROLL -UP- CAROLINA CARPORTS, INC. N/A 180 H RO . Steel Roll -Up Sheet Door - (8' Maz: Width) 12/16/20 20 48" Anchor P.O. BOX 1263 ' � . 155 . Det ' �1C . all DOBSON NORTH CAROLINA 27017 EXTERIOR DOORS ROLL -UP. CAROLINA CARPORTS, INC: FL16806.3-R5 .' .' 04/05/27 N/A 133 _ _ 12/16/20 _ • Steel Roll Up Sheet Door (16 Max Width). 0 24 ': . 180 B Y.- EXTERIOR DOORS - ROLL -UP ' CAROLINA CARPORTS, INC..ARED L16806.4 R5. 04/OS/27 N/A 172 6 BECH F TOL' ENG�NEEPRING AND TESTI `F rp : �• t r TESTING, INC.r 12/16/20 605 WEST NEW OR Y I<AV UE EN Steel Roll -Up Sheet Door'- (10' Max: Width) 2$ 60" Anchor1.75 WINDOWS SINGLE HUNG MI WINDOWS AND DOORS . FL17499.1-R8 10/17123 N/A 1.57 30 C.' Detail 1�G Certificate of'Authorization.No 00005492 . Model 185SH 11 /27/20: • .DETAILS 1 C AND 1 D SHO.INN ON SHEET 4 OF 6 • NOTES:.. = .. 1. DOORS AND WINDOWS: SHOWN MAYBE SUBSTITUTED FOR DIFFERENT PRODUCT LINES AND/OR.MODF-LS, PROVIDED THE FOLLOWING CONDITIONS, ARE MET: APPROVAL.. - - - A. PRODUCT SHALL HAVER VALID FBC PRODUCT V B. COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION.REQURIEMENTS: '.' MAXIMUM POs"1=SPACING FOR DUTCH LAP I$4:0` ux 2: FRAMING CONNECTIONS: FOR DOOR AND WINDOW FRAMES REMAIN THE SAME,FOR SUBSTITUTED PRODUCTS. HEADERSAND WINDOW RAILS MAY BE RAISED OR LOWERRA ED'AS NECESSARY TO ACCOMODATE U SUBSTITUTED, PRODUCT. m Z GENERAL NOTES: Q 1. THESE PLANS PERTAIN ONLY TO 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 J REQUIREMENTS ARE'THE. RESPONSIBILITY OF OTHERS. d PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS,. FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE Q " n UNDERSIGNED PROFESSIONAL. ENGINEER, AND.ARE IN. LU THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS. (RISK -CATEGORY 1) CAPABLE OF.SUPPORTING DEAD LOAD OF THE.STRUCTUREAND APPLICABLE LIVE AND WIND: LOADS.. IMPROVEMENTS ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF � O 2 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 , O ' SHALL NOT DAMAGE OR DUE W U INC.., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BEAT THE, WNER'S RISK: ; BECHTOL:ENGINEERING AND TESTING, INC., BE RESPONSIBLE' FOR STRUCTURAL FAILURE TO THE . • O . IJ.1 APPELLATION -OF ADDITIONAL LOADS. LU 3. ALL STEEL TUBING SHALL BEN 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..04 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. . BEC TOL ENGINEERING A.N17 "FE&i14G, 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-W1 .4XW1 .a 6o5.W[STNEW YOF�VE��� WELDED WIRE FABRIC COMPLYING WITH ASTM A 185; OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C111,6. DELAa FLORIDA ' 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. `® ' 2. 8. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LDT 1/2" x 5" OR EQUIVALENT OR WEJ-ITANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. S A'COEYI!Dp° 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 �(, I 1 `� CAR SEVENTH EDITION (2020) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED. CA A CARPORTS, INC. xz-10' GENERIC PLANS USE IN THE STATE OF FLORIDA 11. 14 GA FRAMING: 2-1/2"x 2-1/2" TUBE STEEL (TS) WITH 2-1/4" TS NIPPLES. .FOR 12 GA FRAMING: 2-1/4" x 2-1/4" TS WITH 2" x 2" TS NIPPLES. EL. 6/0 1 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 ENGINEERING °""" mkb E NTS4l202 AND rtSr'OL rnc' 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 AESTING, c""c"E° tb a"a NO G21001 EVERY 305.SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF6. `°"�" T'""° E°""""` E"'"°""`"" ""° MATERIALS ��'"°`"°"s .c"na"m°°nww"mmra maosau °ROpE° 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 — _ L RL Paw TYPICAL SIDE ELEVATION TYPICAL END ELEVATION .. TYPICAL SIDE -ELEVATION '.. _.:: .. TYPICAL END ELEVATION - , `TYPICAL SIDE ELEVATION. TYPICAL END ELEVATION ' NOT TO SCALE _ MOTTO SCALE NOT TO SCALE NOT•TO SCALE NOTTO 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 f� RE CODEtLFAN i- r MIRRAW ' TYPICAL SIDE ELEVATION TYPICAL END. ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION . . NOT TO SCALE" NOT. TO SCALE NOT TO SCALE: NOT TO SCALE_ NOTTO SCALE •_ NO.T TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT- VERTICAL ROOF BOX.EAVE FRAME RAFTER ENCLOSED.BLDG'- VERTICAL ROOF w "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) ' (As applicable) ' . , I F I - TYPICAL SIDE ELEVATION TYPICAL END ELEVATION VATION TYPICAL SIDE ELE: TYPICAL END. ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 01111 1_II9O712 SCALE. BECHTOL ENGIIVEERING"AND Ti�TINlz,INC. 605 WESTJIEW YORKA UE DELAND, FLORIDA 32720- "OF-. STATE RQOFtiA* / CAR IINA CARPORTS; -INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO"SCALE FI "° BECNTO� ENGINEERING D""°'N - mkb . osioa NTS /202 E NOT f0 SCALE :4ND TESTING Inc. CH—D °RaND: .. ' CONSULTING GE-ECHNICA4 ENVIRONDEN;L, ANO MATERIALS TESNNG EN -EAS tb G21001 ". aroncsenAwDmzm�°DN00000sam App" DTB "SHEET20F6. 26 GA. GALVANIZED METAL ROOF PANELS 26 GA.. GALVANIZED. METAL ROOF PANELS 26 GA. GALVANIZED METAL ROOF. PANELS FASTENED T,O RAFTERS PER MANUFACTURER'S '. FASTENED TO RAFTERS PER MANUFACTURERS' FASTENED TO PURLINS PER MANUFACTURER'S. . INSTALLATION INSTRUCTIONS: .' 'INS TALLAf10N INSTRUCTIONS TION-.1 12 .. 2 .. _ 2. 12. 2S 18 GAUGE FURRING tt . . . 4 CHANNEL (PURLIN) 2 . 24" 16 GA U-CHANNEL BRACE. 24 16 GA U-CHANNEL BRACE - FASTENED TO RAFTER' WITH _ FASTENED TO RAFTER WITH (2) #12-14 x 3/4".SDP'9 AT . W (2) #12-14:x.3/4"SDP's AT ' 24" 16 GA U-CHANNEL BRACE, w EACH END (4 PER BRACE) , - x EACH END (4 PER.BRACE) _ FASTENED TO RAFTER WITH SEE TABLE 1 _ � •_ - SHEET m 24. MAXIMUM:RAFTE SPAN O SMG E RAFTE R N L R - e - 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER : ND (4 P BRACE) PER >24' TO 30' RAFTER SPAN- REQUIRES ATRUSSED RAFTER .. 1 " .." - O_ >24','TO 30' RAFTER REQUIRES ATRUSSED RAFTER 'AS } .. . ' . W - .. .. - - .. . . - O .. AS SHOWN ON THIS SHEET . 4 -~ .. SH01NN'ON THIS - - _ .4 .. 24 MUM R ON SI _ MAXIMUM RAFTER SPAN AFTER - F- .. .. - >24' TO 30'. RAFTER SPAN REQUIRES ATRUSSED RAFTERAS " SHOWN ON THISSHEET a _ • TYPICAL INTERIOR RAFTER/POST- . . .TYPICAL .: _.. INTERIOR RAFTER/POST.FRAME SECTION: = B01N.FRAME FRAME SECTION -BOX EAVE - HORIZONTAL ROOF . PICAL RAFTERGABLE END FRAMING PLAN TYPICAL INTERIOR NOTTO, scABOW NOTTO SCALE - NOTTOSCALE . RAFTER/POST FRAME SECTION =VERTICAL ROOF. _.. .. NOT TO SCALE 14/2" 18.GAUGE FURRING CHANNEL FASTENED LENGTH.VARIES DEPENDING'ON LENGTH VARIES' DEPENDING ON . TO EACH RAFTER WITH (2) #12-14 x 3%4" SELF -DRILLING NUMBER AND'SPACING_OF RAFTERS - NUMBER AND SPACING OF RAFTERS' FASTENER SPACED.NOT MORE THAN'48" O.C.' 11 ' iL DE SEE' MAXIMUM SEE TABLE 1 '4' O.C: FOR SEE' SEE TABLE 1 SHEET SHEET .VERTICAL _ TABLE.1 TABLE 1. 10F6.. 1.OF 6 PANEL . J SHEET. SHEET 3 _ 3. 1 OF 6'FO 4 p•� .4 a EWED a LENG VARIES DEPENDING ON,NUMBER.IL Air%o 1�-7. , - AND SPACING OF RAFTERS- - TYPIGAL RAF fERlP.OST FRAMING PLAN ='BOW FRAME TYPICAL RAFTER/POST FRAMING PLAN.- BOX EAVE TYPICAL :.TYPICAL: E PLAN NOTTO SCALE NOT TO SCALE _ POST/RAFTER FRAMING PLAN VERTICAL ROOF NOT TO-SCAL. e . . NOTTO SCALE SEE .. SEE, TABLE.1 . TABLE i OPENING FOR SWINGING .. SHEET .. tz- . SHEET DOOR WITH NON-STRUCTURAL .. ' T 1 OF 6 . 1u HEADER 5 12`MAX. OPENING _ 6. . .. .. . FOR.ROLL-UP DOOR .. .. 4 - 4 - .. - .. RAFTER WITH .. .. 4 ' . - . WITH STRUCTURAL . ... - -. : ORENItIG FOR svn g .' .. - (2) #12-14 X 3/O4" S LF-DRILLING HEADER' TMxo� 4 . 'SCREWS AT EACH END. . 10" (TYPICAL) . .... ROLL UP DOOIR WNG ITH TUpA HOR Faoe . ER (4-PER BRACE) 10 � .3 .. 4 _ 3 .._4 .. 5 - 64' :. 3. NON-STRUCTURAL . : 6 4 a 4 4 - 4.. 4. HEADER � 4 A - 4 _ .. ,OPENING FOR WINDOW WITH - .. - ' _ NON-STRUCTURAL HEADER - : � TYPICAL • ROOF EXTENSION OPTION � .. • MAIN STRUCTURE STANDARD LEAN=TOO ON � OPTION . • AND WINDOW RAIL TYPICAL. SIDE WALL: OPEN INGS.FRAMINIS PLAN .. - (Also WaIIS� c .. . .. .. END WALL OPENINGS POST/RAFTER FRAMING PLAN TYPICAL'LEAN—TO OPTIONS FRAMING PLAN A01rA'60t4q S SHOWN .' NOT TO SCALE ', NOT TO SCALE C X F NOT TO SCALE - " .(BOX EAVE RA TER SHOWN ONLY STANb IpBL O BOW FRAME RAFTER) 24" 16 GA U-CHANNEL BRACE (5' TO T'POST) BECH�`OL EAfGINEERING AND TE$TIIQG, INC. 16 I�Q E i FULL 6" WELD BOTH SIDES BRACE ANGLE SHALL BE MIN. 30° TO MAX: 45° ZONTAL' FROM HORI DELAND FLOR DA 31t?.N:9 _ _ FULL6"WELD 6„ 6 BOTH SIDES 2 a ® S'�A EOF Av 5 /, cO_ :•... .♦ . , . . WELD ALL WEB CONNECTIONS' BOTH SIDES OPTIONAL 24'=1'JO 30' TRUSSED RAFTER — BOW NOT TO SCALE: WELD ALL WEB CONNECTIONS, BOTH SIDES OPTIONAL. 24'-1" TO 30'.TRUSSED RAFTER.— BOX' EAVE NOT TO SCALE.. . FREESTANDING v LEAN—TO FRAMING PLAN . NOTTO SCALE \�Ts CON TiNuous BASE Rai NON: -STRUCTURAL HEADER.,. WINDOW POST TO RAIL, TRUSS CHORD, OR END POST/BASE.RAIL_ CONIC. RAIL OR GIRT TO POST CONN..DETAIL NON-STRUCTURAL HEADER CO.NN. DETAIL 5 ' Not To Scale Not To Scale Not To' Scaie .. .. .. .. .. .. . - .. . .. - _ . . - - .. .' - - . NIPPLE TO. .. .. .. ... . . ,3/16" : - .. .. .. .. .- .. . . .. .. .. .. .. . ... .. .. .. .. • . . .-�b..... . - .. .. .. ,..: .. . ... DBL. HD... .. .. .. . - .. TS'RAFTER,POST .. .. . .. .. . ... .. .. . . . . „- . . . . . _-- . . . . .,. . . . . . . . . . . .. .. . . _. . .. . _ . " . .. . . . .. .. .. . . . . . . . "B" LONG TS NIPPLE ' . - . - .. - - SECURE EACH WITH.(4) #1714 z 3/4'. .. .. . .. .. .: . I.I . - .. .. .. .� . 2„x2"x2" 16 GAANGLE CLIP . . 6" LONG TS NIPPLE; '. .. .. .. WITH , _ - .. ...I.. . . ., . . . „- .. .. . . .. .. .. _ . . - . .. SECURE TO POSTAND - .. .. . .. .. - . '. .. (4) #12 14 xA3/4' . . . . 1/8" .. SELF RILLING(FASTENERS4" .. . - .. .. RAFTER.WITH (4) #12-14 x 3/4 " . . . . . . .. . SELF'DRILLING FASTENERS, ..­... 7, , . . ... . ... . .: . SDFs',`(2) ON BOTTOM, .. .. .. .. - .. . .. - . .. .o i .. .. . . .. . . .. . .. .. . .. .. : , (2j ON SIDE .. .. _ . - .. .. ' .. _ .. . . .. . .. . . OR ... . . .. .. .. .. .. ' .. .. . ' . � .. . I - I ' TS BASE RAIL ' . - :. 2"x4"16GAPLATE .. I. I .. io.i i'o.i.. . .. ,: . . . . SECURETO EACH SIDE OF . - . I ° ' :. i'D I .. .... - 2 GA DOUBLE TS HEADER . .: .. i.i' . . . TS END POST.. . . -• . • POST/RAFTER CONNECTION - . ' ' . '. .... .. ' . . . .. WITH (4) #12-14 x 3/4' SDF's, . . - . .. (2) ON.POST,(2) ON RAFTER, . . . . .. .. 2 GA'fS POST .. .. _, ... .'.. . '. 3/16" NIPPLETO ' . .. .. . " .. . . .. DBL-. HDR.' ... .• ,. .'.. . .. .. .. .. .- .. .- .. .. .. .. .- .. .- . • ... , _'. : .. ...' . .' _'.'. -.' . ,. .. .. . . ': . . , . . .. _ . - .. . . . '. ... IIII . .. .. - .. .'" END POST/RAFTER CONN. DETAIL. :: RAFTER POST/DBL. HEADER DETAIL :.RAFTER-POST/HEADER .-.. DETAIL .. B SEERAP� ONN CTION DETAIL ' . : . 7 8 . 9 . 1 .Not To.Scale . Not.To Scale Not To Scale I .,' �.. .. I. III .r. Not To Scale - .. - . .. . . . . , - ..' ' - .' . . . -. . . . ' ' - . . .. .. .. .. .- .. . . 11/2z1-1/2"x2"]6GACLIPANGLE'. ... . .. .. .. ' ' .. .. .. .- .. .. .. ...' - .. ' _ . . . .. . . '. . .'. .: .- . . ... . . -.. . . . .. SECURE TO: RAFTER POST:. -. . .. ' ' ' . .. . .. .. .. - .. GABLE RAIL WITH (4) #1714 x 3/4" SDF's; . .. TO 3/16" 6" LONG TS.NIPPLE .. . - . . . .. . - TOP -AND BOTTOM -. .. .. .. .. .. AFTER • ..NIPPLE - . SECURE WITH (4) #12 14.x 3/4" SDF's ' . . .. . . .. . . :. . 2"x4" 16: GA PLATE (ONE REQUIRED) .. .: . . . .. ECURE TO EITHER SIDE OF . .. . . . . . .. ... - - . . ,,. . . . . . TS RAFTER I 12" LONGTS NIPPLE. ' _ PP . . .... N S . - 1-1/2 x,1-1/2 x 2 .16 GA CLIP , • •• . • . . - WITH (4) #12014.x 3O/4NSDFI s, -' TIER ANGLE SECURE TO RAFTER . . . . . . AND GABLE RAIL WITH 4 ': . - 1-1/2""x 1-1l2" x 2" 16'GA CLIP ANGLE SECURE TO RAFTER AND GABLE .. . _ - _ _ , - ' . . E RAFT R ,' I. #1- - 3/4" SDF's (2) ON TOP, .. ' . _ - . 1-1/2" x 1-1/2'-' z 2".16 GA ' .. (2) - BOTTOM. CLIP'ANGLE SECURE TO .. . , RAIL WITH (4) #12 14. x 3/4'° SDF's,' . (2) ON TOP, (2) ON BOTTOM - ,,, .- .i .. - . qe� .. tli i RAFTER POST AND GABLE. . .- - ` r I° - .. .. - 6 " .. .. . RAIL WITH.(4) #12-14 x 3/4"SDP's .. .. .. .. .. - . .. .. .. .. . (2) ON TOR (2) ON SIDE' . . . TS.GABLE RAIL. . - .. .. . . .. . 24" 16 . . GA U-CHANNEL BRACE (5' T07' POST)_ .. .. . - 2"z2"x2".16 GAANGLE CLIP . .. TS RAFTER POST - .. - NG TS NIPPLE :.. 48' 16 GA U CHANNEL BRACE (8' TO 14' POST) . .. .. -. - .' . OTHO4) #�12 D14 x 3/4' , . . ....' . .. . .. . .. .. SEC URE RAFTER'AND POST TS GABLE RAIL . BRAGE.ANGLE SHALL BE MIN. 45° - SDF's, (2) ON RAFTER, .. .. .. - . .. .. _ TO NIPPLE WITH (4) #1214 x.3%4" TO MAX. 60° FROM'HORIZONTAL - q. T$ R FTER-POST - .. •. �' • ' . (2):ON POST •. SELF=DRII:LING�EASTENERS —�.IIII..I. . . . ..'- GABLE.RAIL-TO RAFTER POST.. - .' .: .. TSRAFTER:POST, - .. .. .. ' ' •. ' . - .. .. .. . . CONNECTION DETAIL .- . . ' - POST:/ LEAN=TO RAFTER CONIC. DETAIL": 11A .. . GABLE BALL TO RAFTER POST RAFT ER /POS DE L : 13 :Notro'stale NotTgScale_ :.... . _ .. _ .. .. .. C ONNECI'ION: DETAIL ......... - 12 Not To Scale. : . _ . .. _ .. . - �.�8.. .. .. . -:I -..I.-.-.. Not To Scale -- .:... .. �..... II...I.II .... .�... .. - . .. .. . .., .. "'.. .. -' .. .. - -' .. ..... -. .. .. .. . - .. .. - .. .. - ­.-....-�.. .I.... .�I�.. .I I .. .. - .. .. .. .. .. - .. .. .. .. - -. .. .. .. .. .. ' t�lA. 1 � .. . e 1 �: .. i . . . . -. . . . . . . . . . .- . . ...,.....' - - . . • . - - - . . �� ��� 1,�� . ... . TS LEG POST , , fS LEG POST ``. -. . . ' - .. . 1;1/2" 18 GAUGE FURRING CHANNEL FASTENED • - BEINR�INGA D TEST INCs INC. .. - - • .. #.I..... ).1.....1.....� "SDF SPA EDHNOTFMORE THAN 481O.0 x - . . TS'RAILS ..... TS POSTS .. WE NewYlo . 2„ •- .. . - )-. , .. 4 - . N 4 `�. 6 4 .:�... Y' DELAND-FLORIAA ' 2 $ 3 - . . . - .. .. - . _ . . - ... . . - � . . _ - .. - .. � .. - . . 26 GA. METAL',ROOF .. ......�.E_ .. — . - 84' ;*... — � - i .. . . . 2-1/4" FOR PANEL ' . TS BASE RAIL - - 12GAFRAMING '.; - - .. . . S.�` . _ . '�`d1Y� A 2-172"FOR'. 1FMax. "' .. . . . . .. 14 GA FRAMING .. - i. ' ofgilD� . ,, _' - .. .. . - -, . . - .. .. . . . . . � .. �,_4,r , . .. -- �b e�`` . .. . . - . .. ' .. .TYPICAL FLOOD . . - .. .. .///;/_ 6. ; 16 GAUGE U-CHANNEL BRACE TS RAFTER . - - VENT FRAMING PLAN .. -' 't - FASTENED TO THE POST AND RAFTER VVITH,(2) #12-14 x 3/4" SDF'S - . .. NOTT SCALE 0 .. I. CA OLIN P C TS, I N - AT EACH END (4 PER BRACE) ROOF.PANELATTACHMENT . ... .. . . ... R BRACE SECTION .(ALTERNATE FOR VERTICAL ROOF PANELS) " : - .. . - . .. .- . Not To Scale .....'.-�.. Not To Scale - SE E GE -. .. NER AL NOTE No: 1 12, SHEET 1 'OF 6. - - - :I�� , G' G BECK WA �. FEtD. � Da wN mkti . OATE.� 6/S /2021 _ _ 6GlE:. .. . .. '' . . AND resnly /. • . DN TEAIHI STING CHECKED. tb .. °_' G2100] .' -. . .. . . .. - .. - .. .. � �L nw ._ STE UC1.UTINGGEOTECHNi .ENVIRONMENT - ENGINEERS - eertnmvean�<rooNo._. - .. . e"+¢TB - 'SHEET5DF6