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Home My WebLink AboutCAROLINA CARPORT SPECIFICATIONSFBC APPROVED PRODUCTS LIST . PLAINS AND • WORK THESE. 9 ALL PROPOSED METAL CARPORT INSTALLATION PLANS AND DETAILS. A C APBs CORR APPROVAL AM HEQUIR C AND. MAXIMUM ARE SUBJECT i PRODUCT•CATEGORY SUB. CATEGORY . - MANUFACTURER . E TIQH$ No. & DATE F1� LD IPvat�EC�ORa ?Ht�T FRAMING AND FASTENER. SPECIFICATIONS. ALLOWABLE . EDDY WIND SPEED ' MAY BE ai r-v&0QAr r ins UPIDER TO , STRUCTURALCOMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL20717:1 ' 180 cO�7PLi hVITI'� �,�� e�� Ef 26 Gauge AG Panel 10/13/16" .` ` - -- - STRUCTURAL COMPONENTS ' STRUCTURAL WALL CAROLINA CARPORTS, INC. FL20727:1 180 26 Gauge AG Panel. 10/13/16 EXTERIOR ryry 31 0 DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3 139 Er 3 Series 402-14 09/07/15 .. J AN O EXTERIOR DOORS SWINGING ELIXIR' DOOR AND METAL COMPANY FL17996.5 . 170 Series 467 " EXTERIOR DOORS ROLL=UP- ASTA INDUSTRIES INC. FL8888.1 180 �Y. ��m��m�e�� M6del'203 ' 05/31/15. WINDOWS SINGLE HUNG. POCAHONTAS ALUMINUM COMPANY, INC. FL12940.2 139 Mode1:100 VS 01/06/16 WINDOWS SINGLE HUNG hell WINDOWS AND DOORS FL17499.1 - 180 Model 185 SH 08/05/16. y - .. .. TABLE 1. RAFTER FRAME,'END POST, GROUND ANCHOR -AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -.CENTERS: ALONG RAFTERS OR WIND ' .. ULTIMATE : ' .:NOMINAL .. MAXIMUM,PURLINS, POST /RAFTER . AND POSTS OR GIRTS :(INCHES) - INTERIOR POSTS/RAFTERS END POSTS/RAFTERS RISK. CATEGORY EXPOSURE CATEGORY WIND:SPEED (MPH) WIND SPEED. (MPH)' SPACING (FEET) I. C 110 TO 150 89 TO 116 5;0 fi 6 151 T-0 'L80 117 TO 139 4.0 6 6 GROUND ANCHOR SCHEDULE ULTIMATE WIND•SPEED (Irlph) :-. 110 _120 130 140. •150 ',160 .170.• .180 12 14: 16 30' h6 Defa,l_1D = H 18 20 22, fp. F 48" Detail Anchor 1 C Z 24 .. m 26 28. 30 - 60" Anchor :Detail IC. "NOTES: I. Specifications applicable to 26 gauge metal roof and wall panels fastened directly to 12:or 14 gauge steel tube framing, or 18 gauge hat DETAILS 1C AND 1 D SHOWN ON SHEET 4 OF 5, channel roof purlins. 2. Specifications applicable only for mean foof 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: GENERAL NOTES: 1. THESE PLANS PERTAIN:ONLY TO THE STRUCTURE,:INCLUDSYSTEM, ING MAIN WIND FORCE, RESISTING COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES; INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRES% PROPERTY-SET-BACKS,'OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 2. THESE STRUCTURES ARE DESIGNED.AS UTILrN/STORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND -WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, .WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BEAT 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. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH #12-14 z 3/4' SELF DRIWNG FASTENERS WITH CONTROL SEAL WASHER.@ 6- O.C. AVERAGE.Fob yd my 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: `� 7• BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6" OF EVERY POST AND 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, EXCEPT AS SHOWN ON DETAIL 1E, SHEET 4 OF 5, WHERE BASE RAIL IS FLUSH WITH EDGE OF SLAB. 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• POSTIRAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. 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 FIFTH EDITION (2914) (FBC FE 2014) - RESIDENTIAL, AND SECTION 1816.1 OF THE FBC FIE2014 - BUILDING. 11. 14 GA FRAMING IS 2-1/2" x 2-1/2" TUBE STEEL (TS). NIPPLES ARE 2-1/4" x 2-1/4" 12 GA TS FOR 14 GA FRAMING. 12 GA FRAMING IS 2-1/4' x 2-1/4" TS. NIPPLES ARE 2" x 2" 12 GA TS FOR 12 GA FRAMING. 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.AVENU.E DELAND,.FLORIDA 32720 Certificate of Authorization No. 00005492 ST..LUCIE COUNTY BUILDING DIVISION REVIfEWE FOR COMPL REVIEWED B.Y - DATE 2-6- PLANS AND P.iFMIT MUST:AE.KSPT ON JOB OR NO,INSPECTION WILL BE MADE CONCEALED FASTENERS OR ATTACHMENTS ARE THE.RESPONSISILP OF THE CONTRACTOR OF RECORD THIS IS TO CERTIFY THAT THE CALCl1LATIONS 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, . FIFTH EDITION (2014). THE PLANSARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING' CODE._ H 1111\k`` CAROLINA CARPORTS, INC. rmn re won BECHTOL ENGINEERING RR 6U a NTS AND 7ES7ING, Ina mmiuNo aarmexw. o+rvnpYuau. uo Wroous i¢npo oir++ays 117601 TB SHEET 1 OF 5 BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING' HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILDING = HORIZONTAL.ROOF ROLL -UP DOOR SWINGING DOOR (As applicable) ' (As applicable) ROLL,UP DOOR SWINGING DOOR • (As appligable) (As applicable) ' - 6'- - ENCLOSED LENGTH VARIES -- - T . .. TYPICAL SIDE: ELEVATION . TYPICAL END ELEVATION NOT TO SCALE TYPICAL SIDE ELEVATION TYPICAL' END:ELEVATION :. TYPICAL SIDE ELEVATION TY PICAL END ELEVATION _.. 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 ROLL UP DOOR SWINGING DOOR (As applicable) (As applicable)-' ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) .. - TYPICAL" SIDE ELEVATION TYPICAL -END ELEVATION'.. - TYPICAL SIDE ELEVATION TYPICAL END ELEVATION: _ NOT TO SCALE NOT TO SCALE NOT TO SCALE. NOT TO SCALE. . TYPICAL SIDE ELEVATION' TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF BOX.EAVEIIR ME RA�FTEt3 E 1 LO,S1L-0- D� G VERi 110AL ROOF_ iTICAL BOX -EAVE RAFTER UTILITY BLDG - VER ROOF ROLL UP DOOR SWINGING DOOR ' (As applicable) . (As applicable) .. . ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) COS H E i TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE Not.To scALE �TYYPICALIUSIDEiEL NOT_TO`SCALE ;VATION °� - T17pICA __ T-! _ D ELE�yATION `J TYPICAL SIDE ELEVATION.. TYPICAL END ELEVATION' . _ _ _ - NOT MSCALE ---'" _�J'c'�G^.� - -D NOT TO SCALE NOT TO SCALE� BEC A G, INC. 605 WT OR I< VE DELFyTfD, DA.32720 CertiGca ' i • g� r omH I. P.E. FlodrJ oh f III � •�'s��®��o'�•�®O�® CAROLING Cd'f�'Oti`I'S, INC. TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION `¢° NOT TO SCALE NOT TO SCALE NOT TO'SCALE BECHTOL ENGINEERING RR snoll7 scue AND TESTING, Inc. NTS to W10= MMMW-4L. OwNIAWk. Nm Ww ms =no [Nooans TB G17001 cw�smmwmumm a000vs�az TB SHEET 2 OF 5 I 26 GA, GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS WITH #12-u x 3/4' SDPs WITH CONTROL SEAL' WASHER @ AVERAGE 6. O.C. SPACING 2 12 4 Q3 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDFS AT. .= EACH END (4 PER BRACE) a 24'.MAXIMIIM RAFTER SPAN"ON SINGLE RAFTER >24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER 1 O AS SHOWN ON THIS SHEET 4 N TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME NOT TO SCALE LENGTH. VARIES DEPENDING ON 26 GA• GALVANIZED METAL ROOF PANELS.FASTENED TO RAFTERS WITH #12714 x 3/4' SOPS WITH CONTROL SEAL WASHER @ AVERAGE 6- O.C. SPACING 2 12 4 Q3 24' 16 GA U-CHANNEL BRACE - FASTENED TO -RAFTER WITH R (2) #1.2-14 x 3/4' SDP§ AT _ EACH END (4 PER.BRACE) L4 0 24' MAXIMUM RAFTER.SPAN ON SINGLE RAFTER . >24' TO W RAFTER SPAN. REQUIRES ATRUSSED RAFTER AS SHOWN ON THIS SHEET TYPICAL INTERIOR RAFTER/POST. ' FRAME SECTION - BOX EAVE .HORIZONTAL. ROOF NOT TO SCALE . . TYPICAL RAFTER/POST FRAMING PLAN = BOW FRAME TYPICAL RAFTER/POST-FRAMING, PLAN = BOX-EAVE NOT TO SCALE' NOT TO SCALE . . SEE TABLE 1 -OPENING FOR SWINGING cuFFT DOOR WITH,NON-STRUCTURAL -HEADER' [1: kFOR MAX OPENING.- ROLL=UP DOOR. . . TH STRUCTURAL HEADER (TYPICAL) 4 3 4 4' 4 ' - OPENING FOR WINDOW WITH NONSTRUCTURAL HE TYPICAL SIDE WALL. OPENINGS.FRAMING PLAN o MIDetoE WRAIL _ - (Also aDDOcahle to End Walls) 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) 26.GA. GALVANIZED. METAL ROOF PANELS FASTENED TO PURLINS WITH #12-14 x 3/4' SDPs WITH CONTROL SEAL WASHER eQ AVERAGE 6- D.C. SPACING 111/2' 18 GAUGE FURRING CHANNEL (PURLIN) 2 4 24' 16 GAO -CHANNEL BRACE FASTENED TO RAFTER WITH Lu (2)'#12-14 x 3/4' SDFS AT . = EACH END (4 PER BRACE) u L W J 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER >24' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER p AS SHOWN ON THISSHEET CAL INTERIOR{ — �� RAF�TiERIPOST�FRAME SECTION -VERTICAL ROQFL NOjj�F6CALE IIAIT 18 GAUGE FURRING CHANNEL FASTENED ' TO EACH RAFTER. WITH (2) #12-14 z 3/4- SELF -DRILLING .FASTENER SPACED NOT MORE THAN 48.O.C..' SEE' TABLE 1 SHEET.. a I OF. 5 4' LENG VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL , POST/RAFTER FRAMING PLAN.- VERTICAL ROOF NOT TO SCALE 6- TYPICAL _ . END WALL OPENINGS POST/RAFTER FRAMING. PLAN NOT TO SCALE WELD ALL WEB CONNECTIONS, BOTH SIDES TYPICAL BOW RAFTER GABLE END..FRAMING PLAN NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE FULL 6' WELD BOTH SIDES u u OPTIONAL 24'=1" TO 30' TRUSSED RAFTER- BOW . NOT TO SCALE . ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO OPTION TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN) OPTIONAL 24'-1" TO 30' TRUSSED RAFTER - BOX EAVE NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRAME RAFTER) NOT TO SCALE .2- 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 Scale 1-1/2' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4` SDF SPACED NOT MORE THAN 48- O.C. �/♦ S� . 0% 0 INSTALL 1/2" x MINIMUM 5" EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER/BOW POSTS ALONG SIDES OR INSIDE EVERY. OTHER END WALL POST ALONG END WALL SECTIONS MINIMUM 2" MINIMUM MINIMUM 2-1/2" EMBEDMENT INSTALL 1/2' x MINIMUM 5' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6" OF EACH RAFTER POST ALONG SIDES AND INSIDE EVERY OTHER END WALL POST ALONG END WALL SECTIONS I—--�MIN.6" MINIMUM 4" 2-1/2" EMBEDMENT �1ulON.OLffHIC CONC. FOOTING (2500 PSI MIN.) CONTINUOUS 4" CONCRETE PAVEMENT REINFORCED WITH 2 #5's CONTINUOUS cam-;CONCRETE BASE RA LCHORAGG="' CONCRETE.BASE-RAIL ANCHORAGE AN �1 A r 1 B Not To Scale (OPTIONAL- OPEN CARPORTS ONLY) ' :+"otTu:sca�e��(oarloNm:)�- DRILL 5/8" HOLE THROUGH THE BASE RAIL AND SECURE TO - ANCHOR EYE WITH 1/2" DIAMETER MINIMUM 4" "' CONTINUOUS 4" . CONCRETE PAVEMENT..' EYE ANCHOR S_E?N CRETE BASE RAIL ANCHORAGE Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM -EDGE DISTANCE.SHOWN IN DETAIL 18)' WASHERS TS CONTINUOUS BASE RAIL' . (SEE -GROUND ANCHOR SCHEDULE,-SHEET'fOF 5; FOR REQUIRED ANCHOR) TS TRUSSED RAFTER CHORD, / OR NON-STRUCTURAL HEADER J TS END POST OR DOOR/ WINDOW FRAME POST 2"x2'x2" 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE). TS BASE/WINDOW RAIL OR AND RAFTER CHORD/RAIL WITH NONSTRUCTURAL HEADER (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. POST TO RAIL, TRUSS CHORD, OR (� NON-STRUCTURAL HEADER CONN. DETAIL 4 Not To Scale 24716 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 S Not To Scale TS 1-112" 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 5/8. HOLE THROUGH THE 2' WASHERS_ 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 DRILL 5/8" HOLE THROUGH THE 2" WASHERS 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\ -EYEANCHOR LJ 5/8'. ROD 4 P LONG WITH 6' HELIX ORr�' 5/8' ROD 60" LONG (SEE GROUND. ANCHOR EYE ANCHOR (SEE -GROUND ANCHOR .WITH T HELIX, SCHEDULE, SHEET OF 5, 5/8' ROD 3D' LONG SCHEDULE, SHEET 1 OF 5, AS APPLICABLE FOR REQUIRED.ANCHOR) WITH DBL 4" HELUC FOR APPLICABILITY) 1C BASE. RAIL DEEP ANCHORAGE �p BASE RAIL ANCHORAGE Not To Scale Not To Sale NO SCREWS REQUIRED. IN BOW BENDS 6" BOW RAFTER 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH'(4) #12-14 x 3/4":SDF's 4' 16 GA U�HANNEL BRACE (5 TO T POST) 48" 16.GA U CHANNEL BRACE (8' TO 14'.POST) TS RAFTER POST BRACE ANGLE$HALL $E Iu11N.45° TO MAX. W FROM HORIZONTAL NIPPLE TO 3/16' BASE RAIL io TS CONTINUOUS BASE RAIL 3" 3 6".LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x 3/,r TS RAFTER POST SELF -DRILLING FASTENERS 2 BOW RAFTER/POST DETAIL Not To Scale TS POST -2" x 2' x 2" 16 GA ANGLE CUP SECURE TO, POST AND TOP. OF HEADER, OR BOTTOM OF WINDOW RAIUGIRT WITH;(4) #12-14 x 3/4" SDFs (2) ON TOP OR BOTTOM, (2) ON SIDE TS NONSTRUCTURAL HEADER TS WINDOW RAIL (OR GIRT FOR VERTICAL SIDING OPTION) NON-STRUCTURAL HEADER, WINDOW r:_*�_RAIL, OR GIRT TO POST CONN. DETAIL �V/ Not To Scale P�OSTI/BASE RAIL CONN: DETAIL ��M►Mi11fit ��, Ens :c EC 'ENGINEERING AND•�J�i�lla, INC: kvw YO-pav �� •1QN ; 1ORIDA 3lRO ��+o� •� Aut do 92 • r "//,), /6NAL ��``• 2"x2'x2' 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12A4 x 3/4' SDF's, (2) ON BOTTOM, (2) ON SIDE TS END, POST END POST/RAFTER CONN. DETAIL - Not To Scale . � 1-1/2" x 1 1/2° x 2916 GA CLIP ANGLE SECURE -TO RAFTER AND GABLE RAIL WITH (4) _ #12-14 x 314: 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 3/4° SDF's 2 ON TOP, 2.ON SIDE TS GABLE RAIL TS RAFTER POST GABLE RAIL TO RAFTER POST �,y..CONNECTION DETAIL- � �„ Nof To Scale ' #12-14 x 3/4" SDF @ 12" OZ. 3A. ROLL -UP DOOR GUIDE TO POST CONNECTION DETAIL Not To Scale CURTAIN: 26 GA. galvanized steel with baked on epoxy primer & polyester top coat. NIPPLE TC DBL. HDR. 6" LONG TS NIPPLE SECURE EACH WITH (4) #12-,14 x 3/4- SELF-DRILLING FASTENERS TS RAFTER POST " LONG TS NIPPLE SECURE WTT)i (4) #12-14 x 3/4° r� SELF -DRILLING FASTENERS i ' °'DOUBLE TS HEADER LJ LJ TS POST 3/16' NIPPLE TO DBL. HDR. (_,_'�_RAFTER POST/DBL. HEADER DETAIL RAFTER POST/HEADER DETAIL Not To'Scale 9 Not To Scale 11/2' x 1-1/2" x 2' 16 GA CUP ANGLE SECURE'TO RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 3/4" SDFs, NIPPLE TO 3/16' 6° LONGTs NIPPLE TOP AND BOTTOM RAFTER SECURE WITH (4) #12-14 x 3/4° SDFs TS RAFTER 12" LONG TS_ NIPPLE... SECURE POST_ TO NIPPLE ' WITH (4) #12-14 x 3/4°. SDF's, 1=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°.SDFs, ° 2 ON TOP, 2 ON BOTTOM ° I— 24"- 16 GA U-CHANNEL BRACE (5' TOT POST) 6" LONG TS. NIPPLE 4W 16 GA U-CHANNEL BRACE.(8' TO 14`POST) SECURE RAFTER AND POST TS GABLE RAIL BRACE ANGLE SHALL BE MIN. 45' TO NIPPLE WITH (4),#12-14 x 3/4" TO MAX. W FROM HORIZONTAL SELF -DRILLING FASTENERS TS RAFTER POST TS RAFTER POST SIDE EXTENSION_ GABLE' RAIL TO.RAFTER POST ' RAFTER/POST DETAIL 111E CONNECTION DETAIL �?NotTo3oale, - \ % Not To Scale . 7 TS POSTr-- II TS NON-STRUCTURAL HEADER f SWINGING DOOR I (Size varies, see plan) I I I b 1 --TS POST I A I I I INT RIERIOR : SECTION Not To Scale #12-14 x 3/47 SDF @ 12" O.C. 6' LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4" SELFDRILLING FASTENERS -—TS POST C !I 1! 1 ITS BASE RAIL 3/16' NIPPLE TO BASE RAIL RAFTER -POST/BASE. BASE -RAIL GONNEC.TION DETAIL J Not To Scale FS RAFTER POST Tx4° 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER.SIDE OF POST/RAFTER CONNECTION WITH (4) #12-14 x 3/4" SDFs, 2 ON POST, 2 ON RAFTER TS LEAN-TO RAFTER N. DETAIL