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Home My WebLink AboutCARPORT PLANSFBC APPROVED PRODUCTS ' ` T PRODUCT CATEGORY I SUBCATEGORY STRUCTURAL COMPONENTS ROOF DECK STRUCTURAL COMPONENTS I STRUCTURAL WALL STRUCTURAL COMPONENTS I FLOOD VENT EXTERIOR DOORS I SWINGING EXTERIOR DOORS I SWINGING EXTERIOR DOORS I ROLL -UP EXTERIOR DOORS I ROLL -UP WINDOWS I SINGLE HUNG MANUFACTURER CAROLINA CARPORTS, INC. 26 Gauge AG Panel CAROLINA CARPORTS, INC. 26 Gauge AG Panel FLOOD FLAPS, LLC 8x16 Flood Flap ELIXIR DOOR AND METAL COMPANY Series 409-14 ELIXIR DOOR AND METAL COMPANY Series 407 ASTA INDUSTRIES INC. Model 203 (12' Max. Width) CAROLINA CARPORTS, INC. Steel Roll Up Sheet Door (12' Max. Width) MI WINDOWS AND DOORS Model 185 SH MAXIMUM ALLOWABLE WIND SPEED CIA APPROVAL EXPIRATION JENCLOSED PARTIALLY No. & DATE DATE OPEN ENCLOSE_ D FL6596.1=R5 04/05/27 180 180 180 10/10/17 FL6702.1-R5 03/14/27 180 180 180 10110/17 FL17381.1-R2 09/27/19 N/A N/A N/A 101031117 FL17996.3-R1 09/14/20 N/A 156 .138 01/29/18 FL17996.5-Rt 09/14/20 WA 165 147 01/29/18 FL8888.1-R6 12/31/19 WA 180 174 10/06117 FL16806.1-R2 11111/20 N/A 158 138 01/10/18 FL17499.1-R4 10/17/23 N/A 175 157 12129/17 NOTES: 1. DOORS AND WINDOWS SHOWN MAY BE SUBSTITUTED FOR DIFFERENT PRODUCT LINES ANDlOR MODELS, PROVIDED THE FOLLOWING CONDITIONS ARE MET: A, PRODUCT SHALL HAVE A VALID'FBC PRODUCT APPROVAL: B. COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURERS INSTALLATION REOURIEMENTS. 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 ACCOMOUATE 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[) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVEAND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OROTHER -COMPONENTS. NOT LISTED IN THE FBC APPROVED PRODUCTS LIST (THIS SHEET), ANDNOT 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 OF FLORIDA. 5. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 3/4" SELFDRILLING 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 WITH6X6-W1 .4XW1 .4WELDED WIRE FABRIC. COMPLYING WITH ASTMA 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 CONCRETEFOOTING 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 1/2" x FOR EQUIVALENT OR WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 9. POST/RAFTER BRACING: BRACE ON EVERY POSTIRAFTER CONNECTION, EXCEPT FOR END WALLS. 10. SLAB FOUNDATION SUBGRADE SOILS SHALLBE 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" X2-1/7 TUBE STEEL ITS) WITH 2-1/4" x 2-1/4" TS NIPPLES. 12 GA FRAMING: 2.1/4" x:2-IM TS WITH 2" x 2"TS NIPPLES. 12. ENCLOSED AREA9,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 220 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5OF 6. f � TABLET '--1 RAFTER FRA ,'END POST, GROUND ANCHOR AND PANEL F_, FNER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM PURLINS, AND POSTS OR GIRTS WIND ULTIMATE NOMINAL POST / RAFTER (INCHES) RISK EXPOSURE WIND SPEED WIND SPEED_ SPACING INTERIOR END CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTSIRAFTERS POSTS/RAFTERI 110 TO 150 89 TO 116 5.0 6 6 I C 151 TO 180 117 TO 139 1 4.0 6 6 NOTES: 1. Specificati ons 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' (1.5:12 to 6:12 pitch). Spacing requirements for other roof heights and/or slopes may vary. 12 14 16 18 20. 22 24 26 28 1D r1191q]I 4OF6 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC METAL CARPORT INSTALLATION, PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS FOR CONSTRUCTION IN THE STATE OF FLORIDA 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. 60005492 SC N E® St. Lucie County THIS IS TO CERTIFY THATTHE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION,1609 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (2017). THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. 1R H! Li�Js AN�11ES7i�G,1 � � vEH e ' e .38538. r C TATE OF CAROLINA CARP'6hy91, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 2/12/19 AggBECHTOL ENGINEERING RR � NTS ANOTE81W0,Gre m�uxom®wm.ereaurwuawmwa+a,wea,avo -RR 619001 'TB I SHEET1OF6 BOW FRAME RAFTEF _EN CARPORT - HORIZONTAL ROI TYPICALSIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF OW FRAME RAFTER UTILITY BUIi _, ,VG -HORIZONTAL ROOF FLOOD VENT (As applicable) ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) -_ ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) E CLGSED IENGTH VARIES TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE' NOT TO SCALE TYPICAL SIDE ELEVATION TYPICAL END ELEVATION 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 aPpicable) off 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 FLOOD VENT (As applicable). ROLL -UP DOOR SWINGING DOOR ROLLlUP.DOOR SWINGING DOOR (As applicable) (As aPPliceble) - _ - - (As applicable) (As applicable) 6. TYPICAL SIDE ELEVATION. TYPICAL END ELEVATION i 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 PS R• H �''% .�`�� • •eF� BECHTOL ENGINEERRlG yb .0 SGSWESTNEWYORKAVENUE NO. 3AS3S• DFIAND, FLORIDA 32720 Certificated N � ( G ii�(O•.F(ORIDP•. .E .FP G\�. CAROLINA CARPOR('t'S I IRC. 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 2112119 NOT TO SCALE NOT TO SCALE NOT TO SCALE BEC>�L ENGINEERINGAAD RR NfS mmn.ono.cye«.c...rnloaalw.+unnavmm '®°' RR TB r' 0190DI �SHEET20FS GA. GALVAW ETAL ROOF PANELS STENED TO I=_ .:IS PER MANUFACTURER'S RALLATION INSTRUCTIONS 12 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 314' SDFS AT EACH END (4 PER BRACE) TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - BOW FRAME NOT TO SCALE NuI Iu JG t 12' MAx.OPENNG FOR ROUWP DOOR '[CAL SIDE TO SCALE —26 GA GALVANIZED METAL ROOF PANELS - ' FASTENED TO RAFTERS PER MANUFACTURERS NSTALLATION INSTRUCTIONS 12 T2) 2 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDFs AT EACH END (4 PER BRACE) 24 -24 TO TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOX EAVE - HORIZONTAL ROOF NOT TO SCALE LENGTH VARIES DEPENDING SEE TABLE 1 SHEET FRAMING' SEE TABLET TABLE 1 OPENING FOR SWINGING SHEET SHEET DOOR WITH NONSTRUCTURAL /"2 1OF6 1 OF 6 HEADER �5) I-- OPTIONAL 24'-I"TO 30' TRUSSED RAFTER _ BOW NOT TO SCALE IX MAX. OPENNG FOR I �s ROUAIPDOORINIIN w<ruey NONSTRUCTURAL s'— METAL ROOF PAS NS PER MANUFAC:...A_RS IUCTIONS I GAUGE FURRING J —24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDFs AT EACH END (4 PER BRACE) 24' MAXIMUM RAFTER SPAN ON SNGLE RAFTER >24' TO W RAFTER SPAN REOURES A TRUSSED RAFTER TYPICAL INTERIOR RAFTERIPOST FRAME SECTION - VERTICAL ROOF NOT TO SCALE 1-1/Y 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING FASTENER SPACED NOT MORE THAN 48' O.C. .3 4 HTAJE I LENG VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL POSTIRAFTER FRAMING PLAN - VERTICAL ROOF NOT TO SCALE TYPICAL END WALL OPENINGS POST/RAFTER FRAMING PLAN NOTTOSCALE ' OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE ROOF EXTENSION OPTION NOT TO SCALE ( 24- 16 GA U-CHANNEL BRACE (S TOT POST) 48' 16 GA U-CHANNEL BRACE (8' TO 14' POST) BRACE ANGLE SHALL BE MIN. 30• TO MAX. 4Y FROM HORIZONTAL LD S _s TYPICAL BOW RAFTER GABLE END FRAMING PLAN NOT TO SCALE (2) #12-14 x 3/4' SELF -DI -SCREWS AT EACH END (4 PER BRACE) MAIN STRUCTURE 3 PLAN BC LEAN -TOO ON Illlll/��' �i ND TESTING, INC_:. � 'No.38538 l C9 Q: FATE OF (V�� CAROLINA CARWi#II f . GENERIC PLANS FOR USE IN THE STATE OF FLORIDA O1's 2J12/19 BECNTOL ENGINEERING P". RR AND IESIM bm msany�m.iti,w.u�,nWuol,a,mw"n.o®mv °® FIR _ 1°°`n` G19001 �•��®.� '"gym TR CMFCT7 /1CL MINIMUM - 'LL 12• x MINIMUM 5' TAPCON REDHEAD LOT "DR OR 12' x MINIMUM Sit' EXPANSION ANCHOR s UGH BASE RAIL WITHIN 6' OF EACH RAFTER POSTS ALONG SIDES AND EVERY END WALL POST ALONG END WALL SECTIONS ---{ Hr2-MINIMUM 2-12'EMBEDMENT :ONC. FOOTING (25D0 PSI MIN.) WITH 2#SS CONTINUOUS CONCRETE BASE RAIL ANCHORAGE In Not To Seale DRILL 51W HOLE THROUGH THE BASE RAIL AND SECURE TO ANCHOR EYE WITH 12 DIAMETER MINIMUM 4' TS CONTINUOUS BASE RAIL (SEE GROUND ANCHOR SCHEDULE, SHEET 1 OF 6. FOR REQUIRED ANCHOR) CONTINU77* CONCRET EYEANCHOR. CONCRETE BASE RAIL ANCHORAGE Not To Scale (OPEN MINIMUM EDGE SLAB EDGE DISTANCE DOES NOT ' MEEPMINIMUM EDGE DISTANCE SHOWN IN DETAIL IS) TS TRUSSED RAFTER CHORD, DR NONSTRUCTURAL HEADER TS END POST OR DOOR/ / WINDOW FRAME POST TS BASEAVINDOW RAIL OR [ON -STRUCTURAL HEADER IF ROLL -UP DOOR FRAME) TO Scale TRUSS Cl ZAL HEAD 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. INSTALL I2' x MINIMUM S' TAPCON REDHEAD LOT ANCHOR OR 12' x MINIMUM 5-10 EXPANSION ANCHOR DRILL 518' HOLE THROUGH THE -'- THROUGH BASE RAIL WITHIN 6-OF EACH BASE RAIL AND SECURE TO RAFTER POSTS ALONG SIDES AND EVERY END ANCHOR EYE WITH I& DIAMETER WALL PERALONG END WALLSECTIONS THROUGHSOLT MIN. 6' TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE\ MINIMUM 2-1/2' EMBEDMENT U. 1 MINIMUM CONTINUOUS 4'CONCRETE PAVEMENT CONCRETE BASE RAIL ANCHORAGE �� No[TO Seale (OPDONAL- OPEN CARPORTS ONLY) 24- 16 GA U-CHANNEL BRACE (STOT POST) 48- 16 GA U-CHANNEL BRACE IS TO 14' POST) BRACE ANGLE SHALL BE MIN.45- TO MAX. 60'FROM HORIZONTAL 6' LONG TS NIPPLE' SECURE POST TO NIPPLE WITH (6)1H2-14 x 3W SDFS %1 BOX EAVE RAFTER/POST DETAIL GM Not To Scale - TS RAFTER POST 1-12' x 1-12' x 2-16 GA CLIP ANGLESECURETO POST AND BASE RAIL WITH (4) #12-14 x 314- SDFS, (2) ON TOP, (2) ON SIDE CONTINUOUS BASE RAIL �1 END POST/BASE RAIL CONN. Not To Scale - IASI- DRILL 51W HOLE THR- .rIHE BASE RAIL AND SECURE TO TS CONTINUOUS ANCHOR EYE WITH 12' DIAMETER BASE RAIL THROUGH -BOLT TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE, EYE ANCHOR 51a' ROD 48' LONG WITH 6' HELIX OR 5/8' ROD 60-LONG (SEE GROUND ANCHOR WITH T HELK SCHEDULE, SHEET 1 OF 6, AS APPLICABLE FOR APPLICABILITY) BASE RAIL DEEP ANCHORAGE 1� Not TO Seale - NO SC RED, IN BOW TS CONTINUOUS BASE RAIL EYE ANCHOR p (SEE. GROUND ANCHOR 5/8'ROD 30'LONG SCHEDULE. SHEET 1 OF 6, WITH DBL 4'HEUX FOR APPLICABILITY) 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. ED' FROM HORIZONTAL NIPPLETO BASE RAIL `W LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x 314- POST SELF -DRILLING FASTENERS �01 BAFTER/POST DETAILW - ti 7 Z' x 2' x 2' 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIL/GIRT WITH (4) #12-14 x 3W SDF's (2) ON TOP OR BOTTOM, (2) ON SIDE NONSTRUCTURAL HEADER TS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW RAIL,'OR GIRT TO POST CONN. DETAIL Not TO Sple - 8 BASE RAIL ANCHORAGE NW TO Scale 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4' SDPs RAFTER POST I -.MA �1 POST/BASE RAIL CONN. DETAIL Not To Scale IS AN!Tjithar, Fm 3 � zcn * : CAROLINA CARPO GENERICPLANS FOR USE IN THE STATE OF FLORIDA 1-7 2112119 BECHTOL ENGINEERING r RR d NTS AND TEB'TTNA?+A aoaimomoacrx,�raxo,wievux>m,uom.so G1B001 i 2'x2'xZ' 16 GA ANGLE CUP SECURE TO. POST AND RAFTER WITH (4) #12-14 x 314- SDFs. (2) ON BOTTOM, (2) ON SIDE OR' 2'x4' 16 GA PLATE SECURE TO EACH SIDE OF TS END POST POST/RAFTER CONNECTION WITH (4) #12.14 x 314' SDPS. A (2) ON POST, (2) ON RAFTER END POST/RAFTER CONN. DETAIL Not To Scaie �1-12'x 1-12'x 2-16 GA CLIP ANGLE SEOURE TO RAFTER POST AND GABLE RAIL WITH (4) 912-14 x 314- SDFs (2) ON TOP, (2) ON SIDE RAFTER POST 1-12' x 1-12'.x 2' 16 GA CUP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 3/4' SDFs, (2) ON TOP, (2) ON BOTTOM GABLE RAIL TO RAFTER POST �1 CONNECTION DETAIL Nol To Scale 2-1W FOR 12 GA FRAMING 2-1/Y FOR 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POSTAND RAFTER WITH (2) #12.14 x 34- SDFS AT.EACH END (4 PER BRACE) BRACE SECTION Nol To Style DBL. HDR 6' LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3'4' SELF -DRILLING FASTENERS GA TS POST (-,1 RAFTER POST/DBL. HEADER DETAIL Not TO Scale 1-1/2' x 1-10 x 2- 16 GA GJP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) 012-14 x 314-SI TOP AND BOTTOM i 1-1/2' x 1-12' x 2- 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) 412-14 x 3/4' SDF's, (2) ON TOP, (2) ON BOTTOM tee' LONG TS NIPPLE SECURE RAFTER AND POST TS GABLE RAIL TO NIPPLE WITH (4) #12-14 x 3W SELF. -DRILLING FASTENERS TS RAFTER POST GABLE RAIL TO RAFTER POST �1 CONNECTION DETAIL to Nc1To Scale - 1-12' 18 GAUGE FURRING CHANNELFASTENED TO EACH RAFTER WITH (2) #12-14 x 314-SDF SPACED NOT MORE THAN 48' O.C. METALROOF RAFTER ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale RAFTER POST 6' LONG TS NIPPLE SECURE WITH (4) #12-14x 3(4- SELF-DRILLING FASTENERS GA DOUBLETS HEADER TO %1 RAFTER POST/MEADER DETAIL Not To Scale 3116' 12' LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) #12-14 x 314-SOPS. 24' 16 GA U-CHANNEL BRACE (5 ToT 48' 16 GA U-CHANNEL BRACE IS TO 14' BRACE ANGLE SHALL BE N TO MAX. 60- FROM HORIZ 6' LONG TS NIPPLE SECURE WITH (4)#12-14x314-SDFs 6' LONG TS NIPPLE SECURE EACH WITH (4) #12.14 x 3f4- SELF-DRILLING FASTENERS - /-12 GA TS POST BASE RAIL RAFTER POST/BASE �1 BAt To ScaSE le RAIL CONNECTION DETAIL � NO POST 2-x4- 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER CONNECTION WITH (4) #12-14 x 3t4' SDPs, (2) ON POST, (2) ON RAFTER /TS LEAN-TO RAFTER �2'x2'x2' 16 GA ANGLE CUP SECURE TO POST AND RAFTER WITH (4) #12-14 x 3W SOPS. (2) ON RAFTER, RAFTER POST (2) ON POST SIDE EXTENSION ��R4FST DETAIL �1 POST / LEAN-TO RAFTER CONN. DETAIL •' Not To Swie \(�11111111/)� TS LEG POST—,,,,TS LEG POST 605wEsr YO ENS • • �% DETJWD, Rm 20 - O TS RAILS Ts Po CeNBmto of on No.64 4 s ) B538 •: TS BASE RAIL 8' F1aw; M# u- ,��/ TYPICAL FLOODI �• SSI OI I 1110 \\ VENT FRAMING PLAN NOT TO SCALE w.� ww• •�• .w �� .... SEE GENERAL NOTE No. 12, SHEET 1 OF 6. VERTICAL SIDE OPTION GIRT (TyPica BOX EAVE FRAME TYPICAL SIDE ELEVATION NOT TO SCALE' ENCLOSED BLDG-VERTICAL ROLL -UP DOOR SWINGING DOC (As applicable), (As apPlicaN TYPICAL END ELEVATION NOT TO SCALE DOOR HEADER 1-112' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WIRI TH (2) #12-14 x 314- SELF-DWNG FASTENER SPACED NOT MORE THAN 49' O.C.- GIRTS (Typical) rOPENING FOR SWINGING DOOR WITH NONSTRUCTURAL HEADER I��I®I ®ICI®ISI��I-I-I �I I��I�I®ICI®I �I��I®I ®ICI II.I, ,—�, V dl/il\ III\ V ■—ill, V ®�I� Is � •� s - TYPICAL POSTRAFTER/GIRT-FRAMING PLAN NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - RolI IP D( TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE - NOT TO SCALE SIDES I�IIIIIIIy.1j R H BFC _ STIN.., IN&. No. 38538 STATE OF • ,. _�/` '/ONA1- IIIII11"