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Home My WebLink AboutBuilding PlansFBC APPROVED PRODUCTS LIST TABLE 1 MAXIMUM ALLOWABLE RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING WIND SPEED `nveen r PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL No. & DATE iiA EXPIRATION DATE RISK CATEGORY WIND EXPOSURE CATEGORY ULTIMATE WIND SPEED (MPH) NOMINAL WIND SPEED (MPH) MAXIMUM POST I RAFTER SPACING (FEET) ON -CENTERS ALONG RAFTERS OR PURUNS, AND POSTS OR GIRTS (INCHES) OPEN JENCLOSED PARTIALLY ENCLOSED INTERIOR POSTS/RAFTERS END POSTS/RAFTER! STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R5 04/05/27 180 180 - 180 26 Gauge AG Panel 10/10/17 - STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. 26 Gauge AG Panel FL6702.1-R5 10/10/17 03/14/27 180 180 180 I C 110 TO 150 89 TO 116 5.0 - 6 6 - 151TO 180 - - 117 TO 139 4.0 6 6 STRUCTURAL COMPONENTS EXTERIOR DOORS FLOOD VENT SWINGING CRAWL SPACE DOOR SYSTEMS, INC. 16x8 Flood Vent ELIXIR DOOR AND METAL COMPANY FL29622.1 05115/19 FL17996.3421 09/01/20 09/14/20 WA, WA N/A 139 WA 138 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 channelroof pudins_ 2. Specifications applicable only for mean roof height of 20 feet or less, and roof slopes of 7` to 27° (1-.5:12to 6:12 pitch). Spacing requirements for other roof heights and/or slopes may vary., _ : Series 402-14 01/29/18 - GROUND ANCHOR SCHEDULE EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5-111 09/14/20 N/A 165 147 ULTIMATE WIND SPEED (I Series 407 01/29/18 -_ _ 110 120 130 =140 150. 160 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1-R5 12/31/20 NIA 180 174 Model 203 (12' Max. Width) 1o/on17 ]20 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.1-R4 11/11/20 N/A 158 138 30' ABchor -Steel Roll Up Sheet Door (12'Max. Width) 06118/19 Deta61D WINDOWS SINGLE HUNG MI WINDOWS AND. DOORS FL17499.1-R5 10/17/23 N/A 175 157 F Model 185 SH 03/27l19. 48'AnchorEXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.2-R4 11/11/20 N!A 180 180 0 Detail'IC Steel Roll -Up Sheet Door - B'Wide 06118l19EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.4-R4 11/11/20 N/A 180 172 m Steel Roll -Up Sheet Door-10'Wide 06118/19 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.3-R4 11/11/20 NIA 155 133 Steel Roll -Up Sheet Door--16' Wide 06/18/19 - . _ DETAILS 1C AND 1D SHOWN ON SHEE NOTES: 1. DOORS AND WINDOWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES AND/OR 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 REQUIREMENTS. 2_ FRAMING CONNECTIONS FOR DOOR AND. WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS. HEADERS AND WINDOW RAILS MAYBE 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 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 APPRQVED PRODUCTS LIST (THIS _SHEET), AND NOT PROVIDED AND INSTALLED. BY CAROLINA CARPORTS, 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 50 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 OFFLORIDA. 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-WI AXW1 A 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 LOT 112" x 5" OR EQUIVALENT OR 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. 1): METAL CARPORT INSTALLATION PLANS 70 180 AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS FOR CONSTRUCTION IN THE STATE OF FLORIDA 40F6 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 Authoriza8on No. 00005492 FEB 2 p -120 ST. Lucie County, PermittinLCULATIONS g eo SPECIFICATIONS HEREIN HAVE BTIC THIS IS TO CERTIFY THAT THE AEEN PREPARED BY THE GG/® �� UNDERSIGNED PROFESSIONAL ENGINEER, ANDARE IN G�is ACCORDANCE WITH THE REQUIREMENTS OF SECTI THE FLORIDA BUILDING CODE, SIXTH EDITION(2017). - O�� ARE VALID UNTIL THE NEXT REVISION OF THE FLOC G 1,0C�� G+O CODE. llll��,..JJ{{MM� 66r!! BECHi'a4.pG - NG, INC. V c®v, Thaame 11rJitol, P.F Flodp c`T � No. I ae qF OF .�\ � v JP PLOR .FSSI ONPN-: CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA '�1O` pOG OV20120 SE�a ENGINEERING mkb NTS Mir AND TEB IAJim wahm.o®gym '® th d' G20001 as�.a.r.nemv �m�o cuovr, n�c 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) or vAluEs 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 applicable) ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR . .. - (As applicable) (As applicable) .. .. (As applicable) (As applicable) -- to — 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 F RAFTER OPEN CARPORT - VERTIC L RO 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) (A5 applicable) (As applicable) (As applicable) (LL PICAL SIDE ELEVATION TYPICAL-aN&EIfEVrT1ON TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION. N T TO SCALE NO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 1111111 \ / FLOU6A US -TESTING, INC. UW�O �eof No. • Batlao .E W •1Jcerme! a. .. i ,bRTS, INC. GENERIC PLANS<MRlt!18e N THE STATE OF FLORIDA TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION BECHT IA ENGINEERING AND lY4 y, y �m�ma>nm.cv.erv,meawowreeaann,o eo®o osrar�®r®m 11120/20 NOT TO SCALE NOT TO SCALE NOT TO SCALE mUb �"� NTS tb n G20001 "'r'm TB SHEET 20F6 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 (2) #12-14 x 3/4' SDF's AT EACH END (4 PER BRACE) TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - BOW FRAME NOT TO SCALE TYPICAL RAFTER/POST FRAMING PLAN - BOW FRAME NOT TO SCALE SEE TABLE 1 OPENING FOR SWINGING SHEET DOOR WITH NONSTRUCTURAL 10F6 HEADER TYPICAL SIDE WALL OPENINGS FRAMING PLAN NOT TO SCALE 24'-1" TO 30' TRUSSED RAFTER - BOW D i GA. GALVANIZED METAL ROOF PANELS 6TENED TO RAFTERS PER MANUFACTURER'S �TALLATION INSTRUCTIONS 12 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDP's AT EACH END (4 PER BRACE) 24'1 >24'TO TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE SEE TABLE 1 CNFFT END WALL OPENINGS POST/RAFTER FRAMING PLAN NOT TO SCALE IIZED METAL PURLINS PEI 18 GAUGE FURRING NEL(PURLIN) 24- 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDF's AT EACH END (4 PER BRACE) 1-1/2'. 18 GAUGE FURRING CHANNEL FASTENS TO EACH RAFTER WITH (2) 012-14 x 3/4' SELF - FASTENER SPACED NOT MORE THAN 48' O.C. 3 4 SEE TABLE 1 SHEET 10F.6 LENG VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE NOT TO SCALE TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOTTOSCALE - 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 3/4' SELF -DRILLING SCREWS AT EACH END (4 PER BRACE) ROOF EXTENSION OPTION v MAIN STRUCTURE STANDARD LEAN-TO OPTION TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN) NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRAME RAFTER) 24' 16 GA U-CHANNEL BRACE (S TOT POST) 48' 16 GA U-CHANNEL BRACE (IT TO 14' POST) BRACE ANGLE SHALL BE MIN. 30' TO MAX. 46' FROM HORIZONTAL LD 6 FREESTANDING LEAN-TO FRAMING PLAN NOT TO SCALE MINIMUM INSTALL 1/T x MINIMUM S' 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 2-1/2' EMBEDMENT MONOLITHIC CONIC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 #SS CONTINUOUS SCONCRETE BASE RAIL ANCHORAGE 1A S?scale DRILL 6/8' HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 1!T DIAMETER TS CONTINUOUS BASE RAIL .(SEE GROUND' ANCHOR SCHEDULE, SHEET 1 OF 6, FOR REQUIRED ANCHOR) CONTINUOUS 4' CONCRETE PAVEMENT EYEANCHOR 1E CONCRETE.BASERAIL ANCHORAGE Not TOSWe (OPENCARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL IS) RAFTER CHORD, TS END POST OR DOOR/ WINDOW FRAME POST TS BASEAYINDOW RAIL NONSTRUCTURAL HEAL (12 GA IF ROLL -UP DOOR FRA POST TO RAIL, TRUSS To Scale 2'x2'x2' 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH (4) #12-14 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. DETAIL INSTALL 1/2' x MINIMUM 5' TAPCON REDHEAD LOT ANCHOR OR I/2'x MINIMUM 5-1/7 EXPANSION ANCHOR DRILL 5/8' HOLE THROUGH THE ERS DRILL 5/8", HOLE THROUGH THE TWASHERS THROUGH BASE RAIL WITHIN 6' OF EACH BASE RAIL AND SECURE TO BASE RAIL AND SECURE TO RAFTER POSTS ALONG SIDES AND EVERY END ANCHOR EYE WITH 10 DIAMET TS CONTINUOUS ANCHOR EYE WITH 1/T DIAMETER TS CONTID WALL POST ALONG END WALL SECTIONS THROUG LT 1 BASE RAIL THROUGH -BOLT- BASE RAIL MIN. 6" TOP OF ASPHALT ENT TOP OF ASPHALT 71AINIMUM 2-1/2' EMBEDMENT OR STAB GROUNP URFACE\ \ OR STABLE GROUND SURFACE - CONTINUOUS 4'CONCRETE PAVEMENT 1B CONCRETE BASE RAIL ANCHORAGE Na TO Style (OPTIONAL- OPEN CARPORTS ONLY) 24'te G, 48'_76 GA BOX EAVE t• IN n� TS RAFTER `6' LONG TS PPLE SECURE PO TO NIPPLE WITH (4) #12-14 x ' SDFs RAFTER POST fER/P T DETAIL :L P PS, 51W DD 60'LONG (SEE GROUND ANCHOR ITH T HELIX, SCHEDULE, SHEET 1 OF 6, APPLICABLE FORAPPLICABILITY) 1C aro BOW RAFTER 24' 16 GA U-CHANNEL BRACE (S TO T 48- 16 GA U-CHANNEL BRACE (8-TO 1, BRACE ANGLE SHALL BE MIN. 4S TO MAX. 60' FROM HORIZONTAL 3• 6' LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x 3W TS RAFTER POST SELF -DRILLING FASTENERS BOW RAFTERIPOST DETAIL. 26 Na TOScale POST 2- x 2' x 2' 16 GA ANGLE CUP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIL/GIRT WITH (4) #12-14 x 3(4' SDFs (2) ON TOP OR BOTTOM. (2) ON SIDE NONSTRUCTURAL 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 EYE ANCHOR U (SEE GROUND ANCHOR 5/8' ROD 30- LONG SCHEDULE, SHEET 1 OF 6, WITH DBL 4'HELIX FOR APPLICABILITY) NIPPLETO BASE RAIL SBASE RAIL ANCHORAGE 1 D Na To Scale 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4' SDPS RAFTER POST CONTINUOUS BASE )BECyp �\� '.•-_.cam• '•Ol '� D rDRIDA ANho . No. 548 wLli E sl / FSS I OAP //11111111\\ INC. NIPPLETC DBL HDR. POST 6' LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4' SELF -DRILLING FASTENERS • 6' LONG TS NIPPLE 2'x2',0 16 GA ANGLE CUP SECURE EACH WITH ' LONG TS NIPPLE 72 GA TS POST SECURE WITH (4) SECURE TO POST AND '(4) #12-14 x 314' 1/e• RAFTER WITH (4) 012-14 x 3/4' SELF -DRILLING FASTENERS 'SELF -DRILLING FASTENERS x ERSS SDFs. (2) ON BOTTOM, (2) ON SIDE OR TS BASE RAIL Tx4' 16 GA PLATE SECURE TO EACH SIDE OF 2 GA DOUBLE TS HEADER TS END POST POST/RAFTER CONNECTION WITH (4)#72-74x3/4'SDPs, —12 CA TS POST '3116, NIPPLETO (2) ON POST, (2) ON RAFTER - - - 11R1 Nl1R END POST/RAFTER CONN. DETAIL Not To Sple 1-12' x 1-1/2' x 2' 16 GA CLIP. ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 3/4' SDFS (2) ON TOP, (2) ON SIDE POST 1-12' x 1-112' x 2.16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4)' #12-14 x 3/4' SDFS, (2) ON TOP, (2) ON BOTTOM GABLE RAIL GABLE RAIL TO RAFTER POST 11A CONON DETAIL 2-1/4' 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' SDFS AT EACH END (4 PER BRACE) BRACE SECTION Not To Style �\ RAFTER POST/DBL. HEADER DETAIL RAFTER POSTMEADER DETAIL Not To Scale 9 Not To Scale 1-1/2' x 1 12' x 2' 16 GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #72-14 x 3/4' 6DF5. NIPPLE TO 3/76' S' LONG TS NIPPLE TOP AND BOTTOM RAFTER SECURE WITH (4)#12-ibx 3/4'SDFS TS RAFTER LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) #12-14'x 3/4- SOPS. 1-12' x 1-112' x 2' 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 3/4' SDPs, (2) ON TOP, (2) ON. BOTTOM 6' LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x 3/4' SELF -DRILLING FASTENERS t RAFTER POST 24' 16 GA U-CHANNEL BRACE (S TO T POST) 48- 16 GA U-CHANNEL BRACE IS TO 16 POST) GABLE RAIL BRACE ANGLE SHALL BE MIN. 45• TO MAX. 60- FROM HORIZONTAL GABLE RAIL TO RAFTER POST CONNECTION DETAIL 11B Not T. Scale 1-12" 1S GAUGE FURRING CHANNEL FASTET TO EACH RAFTER WITH (2) #12-14 x 3/4' SDF SPACED NOT MORE THAN 48' O.C. 7-1nu v •T• METAL ROOF TS LEG TS TS SAS NOT TO SCALE �\ BASE RAIL RAFTER POST/BASE 10 BASE RAIL CONNECTION DETAIL Not TO Sale RAFTER POST 2•x4' 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER CONNECTION WITH (4) #12-14 x 3/4- SOPS. (2) ON POST, (2) ON RAFTER ,TS LEAN-TO RAFTER `Tx2'x2' 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x 314' SDFS. (2) ON RAFTER, RAFTER POST (2) ON POST SIDE EXTENSION RAFTER/POST DETAIL 12 Not TO Scale SEE GENERAL NOTE No. 12, SHEET 1 OF 6. Is POST / LEAN-TO RAFTER CONN. DETAIL NM To Scale \R HLlljjfj BFCc oIP I,nu:m.vlxnvcnvc - - i RIGA S,S,IONA�. INC. VERTICAL SIDE OPTION GIRTS (TyPica) SEE TABLET OPENING FOR SWINGING DOOR OPENING FOR SWINGING DOOR SHEET WITH NONSTRUCTURAL HEADER 7-12•iB GAUGE FURRING CHANNEL FASTENED TO WITH NONSTRUCTURAL HEADER 1 OF S EACH RAFTER WRH (2) #12-14 z 3f4• SELFDRILLII.NG sc—)_— FASTENER SPACED NOT MORE THAN 48' O.C. 12 MAX. OPENING FOR ROLL -UP DOOR WITH ti e TYPICAL END WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG - ROLL -UP DOOR' (As aPPlicable)- TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE SIDES GIRTS (Typical) N ICI®I®I®I®I®I�� I®IBl®I enas I�ly 0, r�le�.® _ _ I v v NUMBERLENGTH VARIES DEPENDING ON TYPICAL POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE ' BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL SIDES_ ROLL -UP DOOR SWINGING DOOR (As applicable) , (AS applicable), TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE \IN%III I III/II "- Ft H Ba.,"//,. Ira LIW i icy '•., ♦-LOR1v::•' l9 F.j 3 ON A - �? . TESTING, INC. I