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HomeMy WebLinkAboutMETAL CARPORT INSTALLATIONr i FBC APPROVED PRODUCTS LIST MAX. DESIGN PRODUCT APPROVAL ALLOW: SUB CATEGORY MANUFACTURER EXPIRATION PRESSURE CATEGORY No. 8r DATE WIND DATE (Psfl SPEED STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC: FL6596.1-R5 04/05/27 180 +57.3 / -62.5 :26 Gauge AG Panel' 10/10/17 _ ST_ RUCTURAL COMPONENTS_ .. STRUCTURAL WALL CAROLINA-CA RPORTS, INC. FL6702.1-R5 03/14/27 180 +57.3./ -62.5 26 Gauge AG Panel 10110/17 STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAPS; LLC FL17381.1-R2 09/27/19 N/A N/A 8x16 Flood Flap 10/03/17 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3=R1_ 12/63/18 139 +40.0 / -40.0 Series 402-14 01/29/18 . EXTERIOR. DOORS SWINGING ELIXIR:DOOR AND METAL COMPANY FL17996.5-R1 09/14/20 176 +46.0 / -45.0 Series 407 01%29/18 EXTERIOR DOORS s. ROLL -UP ASTA INDUSTRIES INC. FL8888.1-R5 12%31/18 180 i +558 / -55.8 Model203 10/06/17 ' WINDOWS_ SINGLE HUNG - MI WINDOWS AND DOORS FL17499.1-R2 16/17/18 180 +55.0 / -55.0 ' Model 186 SH 12/29/17 . TABLE 1 RAFTER FRAME, END POST; GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR MAXIMUM 'PPOSTS.OR AND POST_ .OR GIRTS (INCHES) WIND ULTIMATE : NOMINAL . POST/:RAFTER RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR' 'END CATEGORY CATEGORY (MPH) (MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS . C 15.130180 1:17 TO 139 4.0 6 6 NOTES: 1: Specifications applicableI6 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 iequirements. for otherroof. heights and%orslopes may vary, GROUND ANCHOR SCHEDULE : ULTIMATE WIND SPEED (mph) 1Id. .120 130 :140 150 160: 170 180. o. z 12 14 • 1t 18 .. 26 22 (30° Arichor 1 •Detail1O. 48°:Anchor Detail IC 6 24 Do 26 : 28 30. `;0 Anchor Detall lO DETAILS 1 C AND ID SHOWN.ON SHEET 4 OF 5 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 APPROVED PRODUCTS LIST (THIS SHEET); AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPORTS, INC.; 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 AP-P-LICATION-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. 5. ALL FIELD -FRAMING CONNECTIONS. SHALL.BE #12-14 z 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 AT28 DAYS, THE REINFORCING -STEEL SHALL BE MINIMUM GRADE 40.:CONCRETE SLAB FOUNDATIONS'SHALL BE REINFORCED -WITH 6X6-W1 .4XIIWA WELDED WIRE FABRIC COMPLYING: WITH ASTM A 185, OR WITH SYNTHETIC. FIBER REINFORCEMENT COMPLYING WITH ASTM C1116.. 7. BASE RAIL GROUND. ANCHOR REQUIREMENT$: ONE WITHIN 6" OFEVERY 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. 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. sr. LUCIE C;A-- TY 3CAI�AI�© BUILDING DI REVIEWSY/�FORCOMP St LUCK � ountV LDATE71NSPECTIbN AND PER ITKEPT ON OB OR. WILL BE MADE THESE PLANS ARID ALL PROPOSED UP,!' ' ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT METAL CARPORT INSTALLATION PLANS AND DETAILSMAvNE NECESSARY IN ORDER TO .AND COMPLY WITH ALL APPUCAKE CODES, 'FRAMING AND FASTENER SPECIFICATIONS FOR 'CONSTRUCTION IN THE STATE.OF FLORIDA PREPARED FOR. CAROLINA CARPORTS, INC. P.O..BOX 1263 . FEIVED 2 2018 _DOBSON, NORTH CAROLINA 27017 T Perml ID EYi_-_q PREPARED BY:- _.. . BECHT& ENGINEERING AND TESTING; INC. 605 WEST NEW YORK AVENUE DELAND, FLORIDA 32720' Certificate of Authorization No. 00005492 CONCRALED FASTENERS OR ATTACHMEN ,ARE THE RESPONSIBILITY OF THE CONTRACTOR OF REC()RD THIS IS TO CERTIFY THAT THE CALCULATIONSAND 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: BECHTOL EN¢Ild [ ANl3• 9'81 ;4Md. 605 WEST NEW OF{-,E 4se DELAND, FLO A or �? i Certikete of on 3'a t35 � omasBec 1, Lj, Florlaa.Ucen o 4ae ((/ T S10NP�- III/ 1\\\ CAROLING. CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 5/10/18 BECHTOL EN_G/NEER/NG_ RR NTS' AND.TESTJNG, Inc; r.�.roa�amraoomsiw. - EE BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF B-OW-.FRAME. RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) (As applicable (As applicable) 6' _ — ENCLOSED LENGTH VARIES — NPICAL SfDE ELEVATION �_ �— �, --_.. _.-�_�— � o_ � � Q PICL-END ELEVATION I �r TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT T� QSCA� F=- �� ;_— � C T?O 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 ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) (As applicable } (As aPPilcablej . c-- - — _ --- __- ---- 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 :.ROLL -UP DOOR S WINGING DOOR ROLL -UP DOOR SWINGING DOOR (As appllpble) (As applicable) (As applicable) (As applicable) _ EjjENCLOS5D LENGTH VW 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 ENS BECHTOL:ENGIN- * AND TESTING, INC.' 605 WEST NEW YORK A DELAND, FLORIDA 32773b NO. 3a53a Certificate of Authorizatioa,No. •' * _ �� t homas Bechtol, .E. �• STATE FloridaLlcenseNo: 8 ••,• �(\ F C)RiQP..• CAROLINA CARD . ,Ai��C. 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 5/10118 NOT TO SCALE NOT TO SCALE NOT TO SCALE BECHTOL ENGINEERING mANDTES17NG,lnc: 'r""K RR NTS oac�m.RR vnam: G18001 - - _ - - - - COMM cCOTMOMA. tN ROMORAL AMD MUM" YEMS DG8033M c.�mmnw�a W W "Q —TB SHEET 2 OF 6 26 GA GALVANIZED -METAL -R06PPANELS - 26 GA. GALVANIZED -METAL -ROOF PANELS — 26 GA GALVANIZED METAL ROOF PANELS . FASTENED TO RAFTERS PER MANUFACTURER'S FASTENED TO RAFTERS PER MANUFACTURER'S FASTENED TO PURLINS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS NSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS 2 12 2 12 1-1/2' 18 GAUGE FURRING 4 Q3 4 Q3 CHANNEL (PURLIN) 2 24" 16, GA U-CHANNEL BRACE 24' 16 GA U-CHANNEL BRACE 4 FASTENED TO RAFTER WITH r FASTENED TO RAFTER WITH (2) #12-14 x N! SDF's AT u ' (2) #12-14 x 3/4- SDPs AT i EACH END (4 PER BRACE) = EACH END (4 PER BRACE) FASTENED TO RAFTER W THE O w IL (2) #12-14 x *' SDF'S AT ' 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER v 24' MAXIMUM RAFTER SPAN ON SINGES RAFTER = EACH ND (4P RACE) E PER B >24' T0.30' RAFTER SRANREQUIRESA TRUSSED RAFTER '' >24' TO.30'.RAFTERSPAN-REpUIRE5A-7RUSSED RAFTER - W .O AS SHOWN ON THIS SHEET- 4 - AS SHOWN -ON THIS SHEET 4 -� 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER, >24' TO 30' RAFTER SPAN.REOUIRES A TRUSSED RAFTER 1 .. - .. .. O AS SHOWN ON THIS SHEET . 4. Ih PICAL TYPICAL INTERIOR RAFTER/POST NTERIOR RAFTER/POST FRAME SECTION - BOW FRAME FRAME SECTION - BOX EAVE - HORIZONTAL ROOF TYPICAL INTERIOR NOT TO SCALE NOT TO SCALE RAFTER/POST FRAME SECTION -VERTICAL ROOF v. NOT TO SCALE 1-1/2" 18 GAUGE FURRING CHANNEL FASTENED 3. 1OF6 - TYPICAL. RAFTER/POST FRAMING PLAN =.ROW FRAME NOT TO SCALE SEE. TABLE 1 :. 0.PENING.FOR SWINGING SHEET DOOR WITH NON-STRUCTURAL II 1 O�F6 II " HEADER , .. .. - 4.' 12'.MAX:OPENING FOR ROLL -UP DOOR _ 1NITH STRUCTURAL . HEADER 10" (TYPICAL) ,e 5 4' TYPICAL SIDE WALL OPENINGS FRAMING PI NOT TO.SCALE WELD ALL WEB CONNECTIONS, BOTH SIDES NIN NS rFULL:T WEL BOTH SIDES OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOW NOT TO SCALE TYPICAL RAFTER/POST FRAMING PLAN.- BOX EAVE NOT TO SCALE .SEE TABLE 1 SHEET TO EACH RAFTER WITH (2) #12-14 it 3/4' SELF -DRILLING FASTENER SPACED NOT MORE THAN 48' O:C. 6' 4-6- SEE . TABLE 1 SHEET 10F6 LENG'fFi VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL POST/RAFTER FRAMING PLAN - VERTICAL ROOF . . NOT TO SCALE TYPICAL BOW RAFTER GABLE.END.FRAMING PLAN NOT TO SCALE TYPICAL BOX EAVE .RAFTER GABLE END- FRAMING�PLAN NOT TO SCALE' .. 5 24°.16 GA U-CHANNEL'BRACE FASTENED TO RAFTER WITH (2) A92-14 x 614 SELF. -DRILLING SCREWS -AT EACH END (4 PER BRACE)' 3 '3 . 4 4, 4 '4 TYPICAL . ROOF EXTENSION OPTION MAIN STRUCTURE ST, n 0 N��j� END WALL OPENINGS.POST/RAFTER FRAMING PLAN TYPICAL LEAN-TO. OPTIONS. FRAMING PLAN (BOTH OPTION$' NOT TO SCALE . NOT TO SCALE (BOX EAVE RAFTER SHOWN,.ONLY STANDARD LEAN-TO IS APPLICf����OW�• - , 24' 16 GA U-CHANNEL BRACE (5'.TO T POST)GNVEEI�I ' NG AST INC. 48° 16 GA U CHANNEL BRACE (8' TO 14' POST), BECHTOL EN605 WEST NEW YOB& /\VEPWE y 4r — BRACE ANGLE SHALL BE MIN..30° DELAND; FLORIDA �2 n TO MAX. 45° FROM HORIZONTAL Certifigte of on 2 FULL 6° WELD 'BOTH SIDES -AXE OF II WELD ALL WEB II hull CONNECTIONS, hull BOTH SIDES . OPTIONAL 24'A" TO 30' TRUSSED RAFTER.= BOX EAVE NOT TO SCALE _ LEAN-TO.FRAMING PLAN .NOT TO SCALE Ix Thomas Bec I P ,- OR AV Florida License No. 38538 .. ;l,, S • • \ �\ CAROLINA CARPORTSI INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 5/10/18 BECHTOL ENGINEERING RR NTS .AND TESTING, Ina vxa.ra_.. G18001• WNS MQ.GEDTEM0QCA4 DIVRUND EAE. An 1UTUNkS US= EllOVam SHEET;3 OF 6 INSTALL 1/2" x MINIMUM 5-1/2' EXPANSION ANCHOR INSTALL 1/2' x MINIMUM 5 1/2° EXPANSION THROUGH BASE RAIL WITHIN 6° OF EACH RAFTER ANCHOR THROUGH BASE RAIL WITHIN'6°- DRILL 5/8" HOLE THROUGH THE 2' WASHERS DRILL 5/8' HOLE THROUGH THE - 2" WASHERS POST ALONG SIDES AND WITHIN 6"'OF EACH END OF EACH RAFTER POST ALONG SIDES BASE RAIL AND SECURE TO BASE RAIL AND SECURE TO WALL POST ALONG END WALL SECTIONS ANCHOR EYE WITH 1/2' DIAMETER TS CONTINUOUS ANCHOR EYE WITH 1/2"DIAMETER TS CONTINUOUS THROUGH -BOLT BASE RAIL THROUGH -BOLT BASE RAIL MINIMUM 2'-MINIMUM MIN. 6" TOP OF ASPHALT PAVEMENT TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE OR STABLE GROUND SURFACE MINIMUM 2-1/2'EMBEDMENT MINIMUM 2-1/2" EMBEDMENT EYE ANCHOR 5/tl" ROD:48" LONG " ' WITH 6" HELIX _ a' ° • r 12" — - 5/8" ROD 60"LONG (SEE GROUND ANCHOR EYEANCHOR (SEE GROUND ANCHOR o MINIMUM 4°J , WITH 7' HELIX, SCHEDULE, SHEET 1 OF 6, 5/8' ROD 3T LONG SCHEDULE, SHEET-1 OF 6, AS APPLICABLE FOR APPLICABILITY). WITH DBL 4" HELIX . FORAPPLICABILITYj. .12• MONOLITHIC CONC. FOOTING (2500 PSI MIN.) ZCONTINUOUS 4" CONCRETE PAVEMENT REINFORCED WITH2 #5's CONTINUOUS CONCRETE BASE RAIL ANCHORAGE �1 CONC TE BASE RAIL ANCHO RAGE ORAGE p �p 1A Nat To Scale Not To Scale (OPTIBAL-OPENCARPORTS ONLY)' - DRILL R�IL r�iDr BA EUfV11i A RAG f EEP.ANCHORAGE NCHO 5/8" HOLE THROUGH THE 2" WASHERS 24' 16 GA U-CHANNEL BRACE (S'.TO T POST) BASE RAIL AND SECURE TO TS BOW RAFTER 6' LONG TS NIPPLE ' 48.16 GA U-CHANNEL BRACE (8' TO 14' POST•) ANCHOR EYE WITH 1/2' DIAMETER SECURE POST TO NIPPLE. TS CONTINUOUS :BRACE ANGLE SHALL BE MIN.45• THROUGH -BOLT BASE RAIL' TO MAX: 60" FROM HORIZONTAL NO SCREWS WITH (4) 912-14 x 3/4" SOF's' REdUIRED NIPPLE TO\13�16 � IN OW BEND r---r5" , (SEE GROUND ANCHOR MINIMUM 4" SCHEDOLE, SHEET 1 OF 6, ZFOR REQUIRED ANCHOR) CONTINUO , 47 CONCRETE PAVEMENT EYEANCHOR 4 CONCRETE BASE, RAIL ANCHORAGE . c 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 TS END POST.OR DOOR/ WINDOW FRAME POST 2"x2"x2' 16 GA ANGLE CUP SECURE TO POST (EACH;SIOE) TS BASEIWINDOW RAIL OR AND RAFTER CHORD/RAIL WITH NONSTRUCTURAL HEADER (4) #12-14 x 3/4' SDPs, (2) ON 12 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 . 'NON-STRUCTURAL HEADER CONN. DETAIL Not To Scale TS RAFTERPOST = 7 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" SOPS, (2) ON TOP, (2) ON SIDE - `L•TS CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. Not To Scale — 4V 16 GA U-CHANNEL BRACE (5',TO T POST) 48" 16'GA U-CHANNEL"BRACE (& TO 14' POST) BRACE ANGLE SHALL BE MIN.45.' TO MAX. 60" FROM HORIZONTAL NIPPLE TO BASE RAIL,, 3' `B' LONG TS NIPPLE. SECURE RAFTER AND, POST TO NIPPLE WITH (4) #1,2-14 x 3/4" TS RAFTER POST . SELF -DRILLING FASTENERS -(,..�_,OW RAFTER/POST DETAIL co Not To Scale TS POST (12 GA IF ROLL -UP -DOOR FRAME) 2' z 2' x 2" 16 GA ANGLE CUP SECURE TO POSTANDTOP .OF HEADER, OR BOTTOM OF WINDOW RAIUGIRT.WITH. (4) #12=14x 314" SDFs (2) ON TOP OR BOTTOM, (2) ON SIDE TSNONSTRUCTURAL HEADER (12 G 4 IF ROLL=UP DOOR FRAME) TS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION .NON -;STRUCTURAL HEADER, WINDOW .RAIL, OR GIRL- TO POST CONN. DETAIL Not To Scale RAFTER POST CONTINUOUS BASE RAIL POST/BASE RAIL CONN._ DETAIL a Not To Scale a- �. S. R.:H : SECHTOL E N G I N E E FtN €IRI NC �V/6�01NU � .605 WEST NEW YORK O A ". DELAND, FLORIDA 3272 R. Certificate rizatio 549;: NO.38538 Thomas B tol, P.E. 0•' �/ Florida Lcen 38 STATE OF <(/ �/ � FLORID C•\�� 0111111 W CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF- FLORIDA 5/10118 BECHTOL ENGINEERING °A"n, ' RR - - " NTS AND, TESTING, Inc: .. o�uao: RR - vnoxxo: G18001 casiniwo ctmmooGu. tixa+onm+nu. rirm widens hsmio eaceuvs . TB SHEET 4 OF 6 2"x2"x2° 16 GA ANGLE CLIP SECURE TO POST -AND RAFTER WITH (4) #12-14 x 3/4" SDF's, (2) ON BOTTOM, (2) ON SIDE OR 25c4° 16 GA PLATE 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 END. POST/RAFTER CONN. DETAIL Not To Scale ' 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" SDPs, (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" SDPs (2) ON TOP, (2) ON SIDE TS GABLE RAIL TS RAFTER POST GABLE RAIL TO. RAFTER POST �1 CONNECTION DETAIL � t ~ Not To Scale . 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 314" SDFS AT EACH END (4 PER BRACE) - BRACE SECTION Not To Scale NIPPLE DBL. HE 'S NIPPLE 11CH WITH x 314 . .LING FASTENERS GA TS POST ��• RAFTER :POST/DBL: HEADER DETAIL 77 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 x 3%4" SDFs, TOP AND. BOTTOM vaf:1 zw4131 NG TS NIPPLE iRE WITH (4) #.12-14 x 3/4° DRILLING FASTENERS DOUBLE TS HEADER NIPPLE TO DBL. HDR. RAFTER POSTMEADER DETAIL Not To Scale NIPPLE' RAFTER 12" LONG TS NIPPLE.. SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4" SDPs, 6° LONG TS NIPPLE SECURE WITH (4) #12-14 x 3/4" SDPs. 1-1/2" x 1=1/2" x 2" 16 GA CUP ANGLE J SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 3/4". SDFs, (2) ON TOP, (2) ON BOTTOM ;i L6" 2416 GA U-CHANNEL BRACE (V TO T POST) 6" LONGTS NIPPLE 48" 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,'60" FROM.HORIZONTAL . SELF -DRILLING FASTENERS TS RAFTER:POST TS RAFTER POST SID E GABLE RAIL TO: RAFTERPOST RAFTER/PO-ST DETAIL. CONNECTION DETAIL �? NDtTDScale 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. 26 GA. METAL ROOF PANEL L TS RAFTER ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale 6° LONG TS -NIPPLE SECURE EACH WITH (4) #12-14 x 3/4" SELF -DRILLING FASTENERS —12 GA TS POST TS BASE RAIL ,_BASE TO BASE RAIL RAFTER POST/BASE 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"SDPs, (2) ON POST, (2) ON RAFTER iTS LEAN-TO RAFTER \-2"x2°x2" •16 GA ANGLE CUP SECURE TO POST AND RAFTER WITH (4) #12-14 x 3/4° SDPs, (2)•ON RAFTER, (2) ON POST POST /. LEAN-TO_ RAFTER CONN. DETAIL 13 Not To Seale ` H-B \��`�PS�RENSF�Cy%��� BEGHTOL EI I PJNG AND T��cy�NG; INC. 605 WEST NEW.YBRK-AV8'NUE t4O. 3 . DELAND, FLORIEW 32720: Certificate ofAuth-g-f 0.549 7C _ Al-K ti.Becl oI, P.E� Florida License /,/IQs ,I/ /ONAL .CAROLINA CARPORT% INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA m n �• a 5/10/18_ BECHTOL ENGINEERING °"" "i RR m NTS AND. TESTING, lnc.• . O C�Oi. MG RR- 018001 CDOM G-TEMOCA.'VMRWI WA6 Nm U4794LLS TO NO DINCOM ceard ofNmcwan re 000m"pz,- "'sR°vEu.TB .. .SHEET 50F 6 VER L SIDE OPT -ION SEE TABLE 1 OPENING'FOR SWINGING DOOR SHEET WITH NON-STRUCTURAL HEADER 1.0176 1-1/2' 18.GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH' (2) #12-14 x 3/4- SELF -DRILLING �FASTENER'SPACED OPENING FOR SWINGING DOOR WITH NONSTRUCTURAL HEADER NOT MORE THAN 48' O.C.:' n 9 GIRTS s 4 '•; 9 GIRTS (Typical) q. q 6.. d (Typical) v.� 4' IZ MAX; OPENING FOR ROLL -UP DOOR WITH q. 4 NON-STRUCTURAL HEADER 4 a q TYPICAL END WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN. . NOT TO SCALE 77 s q SEE. TABLE 1 SHEET 1 OF6 e � s. B. 3 9 .. 5: 17 MAX. OPENING FOR ROLL-UP.DOOR WITH ;' . STRUCTURALHEADER 4 4 4. 4 4 10. 5 4 -3 3 4 71 3 4 • OPENING FOR WINDOW WITH 'NONSTRUCTURAL HEADER' . LENGTH VARIES DEPENDING ON NUMBER AND,", NDOYV Rat AND SPACING OF RAFTERS (Also appVcable to End walls) TYPICAL POST/RAFTER/GIRT.FRAMING PLAN . NOT TO SCALE BOX EAVE FRAME.RAFTER ENCLOSED BLDG VERTICAL SIDES. - BOX.EAVE.FRAME RAFTER UTILITY.BLD.G -VERTICAL SIDES ROLL -UP DOOR. ':SWINGING DOOR . ROLL-UP•DOOR SWINGING DOOR (As applicable) (As applicable) ( PP � AsaIlcable ) (A9 applicable) .. ENCLOSED LENGTHVARIES To H Ps .......... tip. TYPICAL SIDE ELEVATION. TYPICAL END ELEVATION: NOT TO SCALE NOT TO SCALE TYPICAL SIDE ELEVATION ,. TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE BECHTOL ENGINEEi Q D TESTINGI INC. •' �� �% 605 WEST NEW.YORK AVENHE iz DELAND, FLORIDA 32720 NO. 38538 Certificate of Au (Ion N �wT erLEJ _ Y.'v &mias Becht, P.E. ' gTP-,TE O •2�� Flodda Llcense Wr38 O P •'•�`' JJII1111 CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE'OF FLORIDA se>p wre 5/10118 BECHTOL ENGINEERING. '^ ' RR .. NTs AND TESTING, Inc. _ RR N0 018001 WNSULIINO GMT'EMOWAL QMNONHDMD . AND YAifi•US TMMC E NEM TB • SHEET 6 OF 6