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Home My WebLink AboutCARPORTn It FBC APPROVED PROI; TS LIST PRODUCT APPROVAL QA SUB CATEGORY MANUFACTURER EXPIRATION CATEGORY No. S DATE DATE MAX..DESIGN ALLOW. PRESSURE WIND (PS77 SPEED STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R5 04/05/27 180 26 Gauge AG Panel 10/10/17 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS;.INC. FL6702.1-115 63/1427 180 26 Gauge. AG Panel 1.0/10/17 STRUCTURAL COMPONENTS- FLOOD VENT FLOOD FLAPS, LLC FL17381.1-R2 09/27/19 N/A 8x16 Flood Flap 1WOW 7. . EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY - - FL17996.3-R1 12/03/18 139 Series 402-14 01/29/18 EXTERIOR DOORS SWINGING ELIXIR DOOR AND'METAL COMPANY FL17996:5•R1 00/14/20 170 Series 407 - 01/29/18 EXTERIOR DOORS ROLL=UP ASTA INDUSTRIES INC. FL8888.1-R5 12/31/18 180 Model 203 10/06/17 . WINDOWS SINGLE HUNG MI WINDOWS AND. DOORS FL17499.1-R2 10/17/18 180 Model 185 SH 12/29/17 . WINDOWS SINGLE HUNG : POCAHONTAS ALUMINUM COMPANY, INC. FL12940.2-R4: 01/25/20 .139 Model 100 VS. 01/15/18 . . I TABLE 1 . RAFTER FRAME, END POST, GROUND_ANCHOR_AND PANEL FASTENER SPACING SPECIFICATIONS ti AVERAGE :FASTENE 'SPACING . ON -CENTERS ALONG RAFTERS OR. MAXIMUM PURLINS, AND POSTS OWGIRTS WIND ULTIMATE .. NOMINAL ,. .POST /.RAFTER (INCHES) ' INTERIOR: END ..RISK EXPOSURE WIND SPEED . WIND SPEED SPACING CATEGORY . CATEGORY (MPH) (MPH) , (FEET) POSTS/RAFTERS. . POSTS/RAFTERS 110 TO 150 89 TO 116. 5.0 . 6 : C . .6. 151 TO., 180 117 TO 139 4.0 6 6 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 pudins.. 2. Specifications applicable only, for mean roof height of 20, feet :or less, and roof slopes of 7° to 27° (1.5i12 to 6:12 pitch). Spacing requirements for other roof heights and/or slopes;may. vary. GROUND ANCHOR SCHEDULE ULTIMATE WIND SPEED (mph) .: 110 120 .130.� 1.40' 150 160: 170 .180' 12' 14 1 30"'Anchor ± 0 c9 0 16 18 20 22 24 Detail.1D• . 48' Anchor Detai1.10 m 26 28 .30 s 60' Anchorjj + Detail 1C i DETAILS 1 C AND 1D SHOWN ON SHEET 4 OF 5 +27.3 / -62.5 +27.3 / -62.5 N/A +40.0 / -40:0 +46.0 / -45.0 +55.8 / -55.8 +55.0 / -55.0 +35.0 / -35.0 GENERAL NOTES: z 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 THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, I_NC., 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. 4. ALL COMPONENTS AND. CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALL ATION INSTRUCTIONS. 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 .4XW1..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. EXPANSION. ANCHORS SHALL BE 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 FLORIDA BUILDING CODE SIXTH EDITION (2017) - RESIDENTIAL, AND SECTION 1816.1 OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017) - BUILDING -MINIMUM ALLOWABLE FOUNDATION -SOIL CONTACT BEARING PRESSURE-OF-2;000 PSF IS-ASSUMED.-- 14 GA FRAMING: 2-112" x 2-1/2--TUBE STEEL (TS) WITH 2-1/4" x 2-1/4" TS NIPPLES. 12 GPi FRAMING: 2-1/4" x 2-1/4" TS WITH 2" x 2" TS NIPPLES. ,2GANNF Lud %PU `71 F1LF.,,C^P'%ff ST, LUVE COUNTY BUILDING DIVISION REVIEWED THIS IS TO CERTIFY THAT THE CALCULATIONS AND FOR COM106LI C SPECIFICATIONS.HEREIN HAVE BEEN PREPARED BY THE REVIEWED E3 UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN. DATE ACCORDANCE WITH THE REQUIREMENTS OF SECTION 160.9 OF PLANS AND PERM[ THE FLORIDA BUILDING CODE; SIXTH EDITION (2017). THE PLANS MUST BE KEPT ON JO OR ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING NO INSPECTION WILL B MADE CODE. METAL CARPORT INSTALLATION PLANS AND DETAILS BECHTOL ENGINEORI.cGv NIA Wif1w,�,�Nc. 805 WEST NEWYORKAVENIf AND-. ' n AND qq�� ALL E[ [ p�[7.p t 7 DEuwb..FLORIDA 32720 . { THESE RLA `1S riND ALL PROKOSED .10,0140 C9RI8CetBOf.••••�\G •• S�••y�O . FRAMING AND FA' TENE?t SPECIFICATIONS A!•1 S-LIIBJECT TO ANY CC-PliECTICI�!S [7E -14�JIHEED FY FIELD IcySPEC"I0RS TH AT � FOR CONSTRUCTION IN THETle- STATE OF FLORIDA I��1AY BE f' KEESSAU IN ORDAl-R TOFlotMaLiceriselJe. CC;J?rNLY 1111i T H ALL APPLIC 1'rE CODES. ,.a 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 STATE OF tsi CONCEUD FASTENERS OR ATTACHMENT.:. CAROLINA CAOGRTS;INC. ARE THE RESPONSIBILITY OF THE GENERIC PLANS FOR USE IN THE STATE OF FLORIDA CONTRACTOR OF RECORD 3M18 BECHTOL ENGINEERING � •" . NTS . ..RR AND 7E8TIN4, Ina . RR G18001 . .. msu»ro GE=0 A.' 6MR* Wtriu• WUmus'ns'iuo oiaHms ' AW °��"ew�enrmxaammtn """w�TB .SHEET 1.OF 5, . . BOW FRAME RAFTER C. _A CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY B6,LJING - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) (As applicable (As applicable) 6' r7l 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 SAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR ROLL UP DOOR SWINGING DOOR (AS applicable) (As applicable) (As applicable) (AS applicable) 6' iF 6' 6' ENCLOSEDLENG 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 SAVE FRAME RAFTER ENCLOSED BLDG -. VERTICAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG -VERTICAL ROOF ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) ROLL UP POOR SWINGING DOOR (As applicable) .(As applicable) ems• __ — EN OSED LE GTH VARIES — 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 BECHTOL ENGINEERINP\MOALMi� W5 WEST NEW YORK AVEN61]s • ' /y DELAND. FLORIDA 32720 \DENSE Certificate of on 8538 Flodds Llcense No. _ -0 (V STATE OF CAROLINA G�* �'�` GENERIC PLANS FOR USE IN f4j&J 50� FLORIDA TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION 3f7118 NOT TO SCALE NOT TO SCALE NOT TO SCALE M BECHTOL ENGINEERING NTS AND 7EWNG, hm cawnmro amrnWM 06"U M. AND WATOW S MMM add G180D1 Nnwea TB SHEET 2 OF 5 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER FASTENED To RAF TERS RS 'PER JINSTALLATION INSTRUCTIONS MANUFACTURER'S 2 .12 4 ----j3 C : E 24' 16 GA U-CHANNEL BRACE STRA FASTENED TO RAFTER WITH (?2) #12-14 x 314"SDFsAT Ou EACH'END (4 PER BRACE) 24' MAXIMUM RAFTER SPAN DINISINGLE RAFTER >24' TO. 3.9 RAFTER SPAN REQUIRES A -TRUSSED RAFTER 0 AS SHOWN ON THIS SHEET is V4 TYPICAL INTERIOR RAFTER/POST FRAME-SECTION:,.BOW-FRAME NOT TO SCALE LENGTH VARIES DEPENDING ON. NUMBER AND SPACING OF,RAFTE SEE TABLE 1 SHEET 1OF5 TYPICAL -RAFTER/POST FRAMING PLAN - BOW FRAME . T .NOT TO SCALE N, OPENING FOR SWINGING DOOR WITH NONSTRUCTURAL HEADER 8 91 5 .6. 4 r6.\ rF� t4l. -lZ MAX. OPENING FOR ROLL -UP DOOR WITH STRUCTURAL ,. t_10' (TYPICAL). 4- 4 -4 4 OPENING FOR WINDOW WITH NOWSTRUCTURAL HEADER ND WINDOW RAIL TYPICAL SIDE WALL OPENINGS FRAMING PLAN (M..."14.1ilebEndWift) NOT TO SCALE :LD S OPTIONAL 24'—l" TO 30'TRUSSED RAFTER — BOW NOT TO SCALE -26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER. MANUFACTURER'S FASTENED T RA FTERS PER :MANUFACTURER'S INSTALLATION. INSTRUCTIONS 2 12 4 24" 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SOPS AT EACH END (4 PER BRACE) 24! MAXIMUM RAFTER SPAN ON SINGLE RAFTER >24'TO 30'RAFTER SPAN REQUIRES A TRUSSED RAFTER AS SHOWN ON THIS SHEET in TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOX EAVE,'- HORIZONTAL ROOF NOT TO -SCALE LENGTH VARIES DEFENDING ON NUMBER AND SPACING OF RAFTERS n n SEE TABLE-1 SHEET 1 OF5 IL PICAL RAFTER/POST. FRAMING PLAN -.BOX EAVI T TO SCALE' SEE TABLE. 1 SHEET 26 GA. GALVANIZED METAL ROOF_, FASTENED TO PURLINS PER -MANUFACTURER'S INSTALLATION INSTRUCTIONS 1-1/2"18 GAUGE FURRING CHANI4EL_(PLJRLIN) w T w 0 4_24" 16 GA U-CHANNEL BRACE FASTENED'TO RAFTER WITH (2)#12-14x3/4-'SDFs AT EACH END (4 PER BRACE) 24�WIIVIUIVI RAFTER SPAN ON SINGLE RAFTER >24. TO 30'.RAFTER SPAN REQUIRES A TRUSSED RAFTER As SHOWN ON THISSHEET -4- -TYPICAL INTERIOR RAFTER/POST FRAME SECTION VERTICAL ROOF NOT -TO SCALE 1-.1/2' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12A4x 3(4'SELF-DRILLING FASTENER SPACED NOT MORE THAN 48'O.C. 6' SEE TABLE I SHEET 3 'I-OF5 AL TYPICAL BOW RAFTER GABLE, END FRAMING PLAN NOT TO SCALE I Ft4r. VARIES DEPENDING ON NUMBER '14- AND SPACING OFRAF IRS RAFTERS TYPICAL. TYPICAL BOX-EAVE RAFTER GABLE END FRAMING PLAN POST/RAFTER FRAMING. PLAN.- VERTICAL ROOF NOT TO SCALE NOT TO SCALE TYPICAL ROOF. EXTENSION OPTION END WALL OPENINGS POST/RAFTER FRAMING PLAN— TYPICAL LEAN-TO 01 NOT TO SCALE NOT TO SCALE (BOX I 24' 16 GA U.-CHANNEL BRACE (63.0 T POST) 48" 16 GA U-CHANNEL BRACE (VTO 14' POST) BRACE ANGLE SHALL BE MIN. 30* th RAA-i' ARO VD?NRA Wnbl7nKMAI FULL 6- WELD BOTH SIDES 6! WELD ALL. WEB I CONNECTIONS, BOTH SIDES OPTIONAL 24'—l" TO 30'TRUSSED RAFTER — BOX EAVE NOT TO SCALE LEAN—TO FRAMING PLAN NOT TOSCALE 13. RACE (2,V 16 GA U-CHANNEL BRACE FASTENED TO RAFTERWj rER WITH (2)#12-14x3/4"SELF-DRILILLING. SCREWS AT EACH END (4 PER BRACE) MAIN STRUCTURE STANDARD LEAN-TO OPTION NS FRAMING PLAN (BOTH OPTIONS SHOVVWI. 1 I I 1, j. kFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE B BECHTOL ENGNE I 605 WEST NEW YORIK DELAND. FLORIDA 327 ce 14o.38538 "Thomas STATE OF CAROLINA 'FOR I I I' GENERIC PLANS USE IN THE STATE TATE OF FLORIDA AAECHTOLENGINEERING 7ESMA h .317118. RRAND NTS - . . RR 618001 im DMKNlGxru AND WEMS TIMT00 IDIOMS TB SHEET 3 OF 5 KI JH MINIMUM 5-1/2' EXPANSION ANCHOR SE RAIL WITHIN 6- OF EACH RAFTER SIDES AND WITHIN 6" OF EACH END LONG END WALL SECTIONS MINIMUM2" MINIMUM MINIMUM 2-1/2" EMBEDMENT f • 12" MONOLITHIC CONC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 #Ss CONTINUOUS lA. CONCRETE BASE RAIL AN 'Not To Scale DRILL 5/6' HOLE THROUGH THE 2 WASHERS BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2' DIAMETER" TS,CONTIN000S THROUGH -BOLT BASE RAIL L (SEE GROUND ANCHOR' - MINIMUM 4"' SCHEDULE; SHEET 1 OF 5, . -FOR, REQUIRED ANCHOR) ZCONTINU'OUS 4" CONCRETE PAVEMENT . EYE ANCHOR . . 1E. 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 NONSTRUCTURAL HEADER J TS END POST OR DOOR/ 'WINDOW FRAME POST 2'x2"x2" 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) TS BASEIWINDOW RAIL:OR AND RAFTER CHORD/RAIL WITH NONSTRUCTURAL HEADER (4) #12-14.x 3/4" SDPS, (2) ON (112• GA IF ROLL -UP DOOR FRAME) 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 C� NON-STRUCTURAL HEADER CONN. DETAIL Y Not To Scale INSTALL 1/2" x MINIMUM 5-112" EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6" OF EACH RAFTER POST ALONG SIDES MIN. 6" MINIMUM 2-1/2" EMBEDMENT i` MINIMUM 4' L— CONTINUOUS 4- CONCRETE PAVEMENT 8_2?1�RET (OPTIONAL -OPEN CARPORTS ONLY) 24" .16_GA U-CHANNEL BRACE (5' TO T POST) 48' 16 GA U-CHANNEL.BRACE (V 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" SDPs TS RAFTER POST -BOX,EAVE.RAFTER/POST DETAIL- No(7o 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" SDPs; (2) ON TOP, (2) ON SIDE ITS CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. � Not To Scale DRILL 518" HOLE THROUGH THE y yt<;.. BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2' DIAMETER TS CONTINUOUS THROUGH -BOLT BASE RAIL TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE, EYE ANCHOR 5/8' ROD 48" LONG WITH 6' HELIX OR 5/8" ROD 60"-LONG (SEE GROUND ANCHOR WITH 7" HELIX, SCHEDULE, SHEET I OF 5; AS APPLICABLE FOR -APPLICABILITY) C BASE. RAIL DEEP ANCHORAGE Not, To Scale DRILL 5/8' HOLE ti:;_- GGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/i.DIAMETER THROUGH -BOLT TOP OF ASPHALT PAVEMENT OR STABLE GROUND.SURFACE, WASHERS —TS CONTINUOUS BASE RAIL EYE ANCHOR U (SEE GROUND ANCHOR . 5/8" ROD 30" LONG SCHEDULE; SHEET 1 OF 5, WITH DBL 4" HELIX FOR APPLICABILITY) �D BASE RAIL ANCHORAGE. NofTo $cats - TS BOW RAFTER 6' LONG TS NIPPLE SECURE POST TO NIPPLE NO SCREWS WITH (4) #12-14 x 3/4" SDF's REQUIRED. IN BOW BEND 5^ ' 4" 16 GA U-CHANNEL BRACE (IF TO T POST) 48' 16 GA U-CHANNEL BRACE (8' TO 14' POST) TS RAFTER POST 9-1/2• BRACE ANGLE SHALL. BE MIN. 45" TO MAX. 60' FROM' HORIZONTALNIPPLE TO 3/16: BASE RAIL TS CONTINUOUS BASE RAIL 6^ 3. 3 6" LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH,(4) #12,14 x 3/4° TS RAFTER POST . 'SELF -DRILLING FASTENERS �!tRAFTERLPOST DETAIL POST/BASE RAIL CONN, DETAIL NotToScale -TS POST (12 GA IF ROLL -UP DOOR FRAME) 2• x 2' x 2". 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER; OR BOTTOM OF WINDOW RAIL/GIRT WITH (4) 0112-14 x 3/4' SDFs (2) ON TOP OR BOTTOM, (2) ON SIDE TS NONSTRUCTURAL HEADER (12 GA IF ROLL -UP DOOR FRAME) L OR GIRT 'IDING OPTION NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO' POST •CONN. DETAIL Not To Scale _ 11 LLI.i '660s uWEESTNEW YOR'KNAVEENNUe G t� i DELAND, FLORIDA 32720 \ r Cerimcateol \ Q�•'• 1,\GENSF i No. 38538 Florida License o. 38538 -� . • ` �0.�•••• STATE OF CCU\ i •. FCORI�P• ' �� 2"x2"x2' 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12.44 x We SDF's, (2) ON BOTTOM, (2) ON SIDE OR- 2"x4" 16 GARLATE SECURE TO EACH SIDE OF. TS END POST POST/RAFTER CONNECTION WITH (4) #12-14 x 3/4" SDPs, (2) ON POST, (2) ON RAFTER O_EN.I�POSTIRAFTER CONN. DETAIL -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, 1-1/2.' x 1-1/2" x 2'.16 GA (2) ON BOTTOM 'CLIP ANGLE SECURE TO RAFTER POST AND GABLE. . RAIL WITH. (4) #12-14 x 3W SDFs (2) ON TOP, (2) ON SIDE TS GABLE RAIL TS.RAFTER POST GABLE. RAIL TO RAFTER_ POST. CONNECTION DETAIL i l /-f Not To Scale . - : .. 2-1/4" FOR 12'GA FRAMIJG 2-1/2: FOR 14 GA FRAMI 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POST AND RAFTER WITH (2),#12-14 x 3/4" SDPS AT EACH END (4 PER BRACE) - BRACE SECTION Not To Scale NIPPLE DBL. HC -S NIPPLE ACH WITH x 3/4" LLING FASTENERS GA TS POST �� RAFTER-POSTLDBL" HEADER DETAIL. � Not To Scale 1FTER POST NG TS NIPPLE IRE WITH (4) #.12-14 x, 3/4" -DRILLING FASTENERS DOUBLETS HEADER NIPPLE TO DBL., HDR. RAFTER.POST/HEADER DETAIL s J 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 is 3/4' SOF s, NIPPLE TO, 3/16' 6° LONG TS NIPPLE TOP AND BOTTOM RAFTER SECURE WITH (4 #12-14 x 3/4" SDF's TS RAFTER 12" LONG TS NIPPLE.' - SECURE POST TO NIPPLE - - - _ WITH (4) #12-14'x 3/4" SDPs,- 1-1/2'. x 1-1/2x 2" 16 GA CLIP ANGLE - - — - - — - SECURE.TO RAFTER'AND GABLE -' RAIL' WITH (4) #12A4 x 3/4' SDPs, ." (2) ON TOP, (2)ON;BOTTOM " �• L 24" 16 GA U-CHANNEL BRACE (5' TO.T POST) 6" LONG TS NIPPLE 48" 16 GA U-CHANNEL BRACE (4'TO 14' POST) SECURE RAFTER AND POST TS GABLE RAIL BRACE ANGLE SHALL BE MIN. 45° ' TO NIPPLE WITH (4) #12-14;x31,V TO:MAX. 60` FROM HORIZONTAL SELF -DRILLING FASTENERS T.S RAFTER POST TS RAFTER POST' SIDE. EXTENSION GABLE RAIL.TO.RAFTER .POST RAFTER/POST DETAIL . ��' CONNECTION'DETAIL �.I.o Not To Scale. 6" LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4- SELF-DRILLING FASTENERS -12 GA TS POST BASE RAIL 3H67 L,NIPPLE TO BASE RAIL RAFTER POST/BASE-. �o 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 314" SDF'S, (2) ON RAFTER,. (2) ON POST POST./ LEAN-TO RAFTER CONN..DETAIL 1.3 Not To Scaee �i 13ECHTOL ENGINEERIN W5 WEST NEW YORK AVENU � DELAND, FLORIDA 32720 S i 1-1/2" 18 GAUGE FURRING CHANNEL FASTENED o yCamcate � i TO EACH RAFTER WITH (2) #12-14 x $/4' SDF NO, SPACED NOT MORE THAN 48' D.C. 'p 38S38 O =_ Thomas I P.E .,. 26 GA. METAL ROOF PANEL Rodda License o. 38538 `STAT O' �R/DA L ENG\�� TS RAFTER lllll CAROLINA CARPORTS; INC. ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAGENERIC PLANS FOR USE IN THE STATE OF FLORIDA L ROOF PANELS) Not To Scale