The URL can be used to link to this page

Home My WebLink AboutProduct Approval (6) RECEIVED JAN 0 ,5 ' ;� BECHTOL ENGINEERING AND TESTING, inc. �I J&B BUILDING SERVICES, INC. METAL UTILITY STRUCTURES INSTALLATION PLANS, DETAILS, AND FASTENER SPECIFICATIONS FOR CONSTRUCTION IN THE STATE OF FLORIDA ENCLOSED BUILDINGS CONCEALS FASTENERS OR ATTACHMENTS i ARE THE RESPONSIN 0 OF THE PREPARED FOR: j Carports Anywhere 'RACT�R PO Box 830 Swainsboro, Georgia 304 MESE PL4N$ANID 'ALL PROPOSED{iVORK f ARE SUBJECT MANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY U P9ECES RY:IN ORDER-TO PREPARED BY: COMPLYWITH AL Bechtol Engineering and Testirwric�" ' 605 West New York Avenue DeLand, Florida 32720 THIS IS TO CERTIFY THAT THE FOLLOWING CALCULATIONS AND SPECIFICATIONS, SHEETS 1 THROUGH 11 OF 11, HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, i AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 16 OF THE FLORIDA BUILDING CODE FIFTH EDITION (2014). Bechtol Engine�sAl'' ST.LUCID COUNTY 1RU[LDINGDMSION Certificate of Aut ,498 1R-1rVW-A1*ED F01, C MXCE No, a 40 � r fit; l� �Y DATE 3 1-* r( _ PLANS AND I'�RAUT AYUSx BE KEPT®N a® a i 44 � - Thomas B . awn OF <!� President/Prr®I II vE r?•..•'��' Florida LicenseL 4e�li1i111� CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS 605 West New York Avenue,Su'de A•Del-and,FL 32720-5243•Telephone(386)734-8444 FAX(386)73443541 ❑ BOX EAVE FRAME RAFTER ENCLOSED BUILDING ROLL-Ui e.- SW �INGD_ a) y (Sheets 2,4,5,7,8,9,and 11) (Asappllcable _pH le) 6' FLASHING BASHING 4 LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS 30'MAXIMUM RAFTER SPAN TYPICAL SIDE ELEVATION-HORIZONTAL ROOF TYPICAL END ELEVATION-HORIZONTAL ROOF SCALE:118"=T SCALE:118"=1' DOOR ElBOW FRAME RAFTER ENCLOSED BUILDING ROOR(AS applicable)ble) SWI(AslNG applicable) (Sheets 3,4,6,7,8,and 10) 6" FLASHING LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS 39 MAXIMUM RAFTER SPAN TYPICAL SIDE ELEVATION TYPICAL END ELEVATION l SCALE:118'=1' SCALE:1W=1' i ❑ 12 GAUGE TUBE STEEL ❑ 14 GAUGE TUBE STEEL METAL FRAMING AND SIDING PREFABRICATED BY CARPORTS ANYWHERE METAL UTILITY STRUCTURES-INSTALLATION PLANS, DETAILS, i P.O.BOX 830 AND FASTENER SPECIFICATIONS SWAINSBORO,GA 30401 FOR CONSTRUCTION IN THE STATE OF FLORIDA THESE ENGINEERING DRAWINGS ARE THE PROPERTY OF PREPARED BY.• ' BECHTOL ENGINEERING&TESTING,INC.AND J&B BUILDING BECHTOL ENGINEERING AND TESTING,INC. SERVICES,INC. THESE DRAWING MAY NOT BE REPRODUCED 605 WEST NEW YORK AVENUE WITHOUT THE WRITTEN CONSENT OF BECHTOL ENGINEERING DELAND,FLORIDA 32720 i &TESTING,INC.,AND AB BUILDING SERVICES,INC. Certificate of Authorization No.5492 GENERAL NOTES: 1.RISK CATEGORY I OR 11. 2.WIND EXPOSURE CATEGORY B,C,OR D. 3.ULTIMATE WIND SPEED 115 TO 150 MPH(NOMINAL WIND SPEED 89 TO 116 MPH): MAXIMUM RAFTER/POST AND END POST SPACING=5.0 FEET. 4.ULTIMATE WIND SPEED 151 TO 180 MPH(NOMINAL WIND SPEED 117 TO 139 MPH): MAXIMUM RAFTER/POST AND END POST SPACING=4.0 FEET. 5.AVERAGE FASTENER SPACING ON-CENTERS ALONG RAFTERS OR PURLINS,AND POSTS(INTERIOR OR END)=6 INCHES. ! 6.SPECIFICATIONS APPLICABLE TO 26 GAUGE METAL PANELS FASTENED DIRECTLY TO 12 OR 14 GAUGE STEEL TUBE RAFTER FRAMES. 7.FASTENERS CONSIST OF 1/4"-14X3/4"SELF-DRILLING SCREWS WITH CONTROL SEAL WASHER. 8.SPECIFICATIONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS,AND ROOF SLOPES OF 14-(3:12 PITCH). SPACING REQUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY. 9.BASE RAIL GROUND ANCHOR REQUIREMENTS ARE ONE WITHIN 6"OF EVERY POST LOCATION,AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT. 10.GROUND ANCHORS ARE NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION. 11.CONCRETE EXPANSION ANCHORS SHALL BE WEAT ANKR-TITE MODEL AT1252,OR SLEEVE ANCHOR MODEL HSA 1260,OR EQUIVALENT. BECHTOL ENGINEERING AND TESTING,inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS Certificate of AuUmizakn No.5492 FIELD: CHECKED: iP DATE: 03-07-16 PRDJ.N0. G16003 DRAWN: RR APPROVED: TB SCALE: NOTED I SHEET 10F 11 IG26 OR 29 GA.GALVANIZED METAL ROOF PANELS FASTENEDTO RAFTERS WITH 114'x 1-SDFs WITH CONTROL LE w ESQ�EPE``,,SEAL WASHER@ AVERAGE6'O.C.SPACING UM E � �ACINGOFS 1 12 2 Q3 r• 24'16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH ~E SEENOTES3AND 2-114'z1'SELF-DRILLING w 4(PAGE 1)FOR SCREWS AT EACH END MAXIMUM (4 PER BRACE) SPACING oi 2 3 2 4 TYPICAL RAFTER/POST FRAME SECTION TYPICAL RAFTER/POST FRAMING PLAN SCALE:118'=1' SCALE:118'=1' i TS BOX EAVE RAFTER j NIPPLE TO 3116' !RAFTER i MINIMUM 6-LONG,MINIMUM 14 GA,TS 24.16 GA U-DHANNEL BRACE(5'TO P RAFTER POST)OR NIPPLE.SECURE WITH 4114'x 1'SDFS 48'16 GA U-CHANNEL BRACE(8'TO 14'RAFTER POST) BRACE ANGLE SHALL BE MIN.45' 6' TO MAX 60'FROM HORIZONTAL NOTE:NO BRACE AT END WALL. SET BRACE AT 1ST POST/RAFTER TS RAFTER POST °l CONNECTION FROM GABLE i TO 3116" (SEE BRACE SECTION) BASE R BASE RAIL TS CONTINUOUS BASE RAIL MINIMUM V LONG,MINIMUM 14 GA,TS I NIPPLE.SECURE POST TO NIPPLE WITH of 4114'x1'SDFs i TS RAFTER POST BOX EAVE RAFTER/CORNER POST RAFTER POST/ CONNECTION DETAIL BASE RAIL CONNECTION DETAIL Not To Scale G Not To Scale tv f I 16 GAUGE U-CHANNEL BRACE L2-1W FASTENED TO THE LEG AND RAFTER,WITH 2-114'x 1' SELF-DRILLING SCREWS AT EACH END(4 PER BRACE) BRACE SECTION Not To Scale BECHTOL ENGINEERING AND TESTING,inc. J&B BUILDING SERVICES INC. CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS Certificate olAudmiallon No.5492 F CHECKED: JP DATE: 03-07-16 PROJ.NO-, G16003 RR APPR0'r" TB s NOTED SHEET 2 OF 11 26 OR 29 GA GALVANIZED METAL ROOF PANELS FASTENED €NG�,1�q/RIE.D EN p�N�G�O� TO RAFTERS WITH 114'x 1'SDFS WITH CONTROL NC Ft. SP�NGO RAFfE ,E SEAL WASHER @ AVERAGE 6-O.C.SPACING 1 12x 3 Q3 24'16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH 2.1/4'x V SELF-DRILLING SEE NOTES 3 AND SCREWS AT EACH END ce 4(PAGE 1)FOR (4 PER BRACE) i MAXIMUM w SPACING 11 0 2 H 3 3 4 I TYPICAL RAFTERIPOST FRAME SECTION TYPICAL RAFTERIPOST FRAMING PLAN SCALE 118'=1' SCALE:1/8'=I' I i NO SCREWS TS BOW RAFTER REQUIRED IN BOW BEND i S i MINIMUM 6-LONG,MINIMUM 14 GA,TS NIPPLE.SECURE WITH 41/4'x 1'SDFS I 24'16 GA U-CHANNEL BRACE(S TO T RAFTER POST)OR 48'16 GA U-CHANNEL BRACE(B TO 14'RAFTER POST) BRACE ANGLE SHALL BE MIN.45° TO MAX.60°FROM HORIZONTAL TS RAFTER POST NOTE NO BRACE AT END WALL c i NIPPLE TO 3116'SET BRACE AT 1ST PGABLE AFTER � CONNECTION FROM GABLE BASE RAIL TS CONTINUOUS BASE RAIL (SEE BRACE SECTION) i I i ,1 MINIMUM 6'LONG,MINIMUM 14 CA TS NIPPLE.SECURE BOW RAFTER AND POST TO NIPPLE WRH 4 1/4'x 1' SELF-DRILLING FASTENERS � TS BOW POST BOW RAFTER/CORNER POST RAFTER POST/ CONNECTION DETAIL BASE RAIL CONNECTION DETAIL Not To Scale Not To Scale !r i I 16 GAUGE U-CHANNEL BRACE 2-1/4• FA9TENEDTOTHELEGAND RAFTER,WITH 2-1/4'x 1' SELF-DRILLING SCREWS AT EACH END(4 PER BRACE) BRACE SECTION Not To Scale AVBECHTOL ENGINEERING AND TESTING,inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS Certificate otAuOwrtmtIon No.5492 DRA GFlELD: CHECKED: JP DATE: 03-07-16 PRQJ.NO.: G16003 RR APPROVED: TB NOTED SHEET 3 OF 11 BASE RAIL ANCHORAGE Jr INSTALL 1/2'x 6EXPANSION ANCHOR THROUGH BASE RAIL WITHIN V OF EACH RAFTER POSTALONG SIDES INSTALL I&FXWEXPANSIONIANCHOR THROUGH BASE RAIL WiTHINS'OF EACH RAFI`ER POST ALONG SIDES 6MINIMUM(Note:For Open Carports,an Was 1611NIMUNI24WEMBEOMENT only,slab rneybefush idth base rail an ends) MINNU142-11WEM11EDMENT CONTINUOUS IV CONCRETE PAVEMENT MONOLITHIC CONIC.FOOTING(2510 PSI MN) REINFORCED WITH 2 953 CONTINUOUS CONCRETE MONO.SLAB BASE RAIL ANCHORAGE CONCRETE SLAB BASE RAIL ANCHORAGE Not ToSeale NOITOSCab (OPTIONAL-OPEN CARPORTS ONLY) CONCRETE Concrete Shall Have a Minimum Specified Compressive Strength of 2500 PSI at 28 Days. rWASHERS COVER OVER REINFORCING STEEL 713 CONTINUOUS WE ROLL For foundations,minimum concrete cover over reinforcing bars shall be: 3 Indies in foundations where the concrete Is cast against and permanently in contacl vO the earth or exposed to the earth TOP OFASPHNLTPAVENEN'T orweather,and 1-1/2 Inches elsewhere.Reinforcing bars embedded in grouted calls shall have a minimum dear distance of ORCAOLIND SURFACE DRILL 5V HOLE THROUGHTHE RAIL ANCHOR EYFEWTH 112'DIAME1111 masonry walls shag have a masonry cover(Including grout)of not less than 2 inches for masonry units with face exposed to THROUGH BOLT earth or weather 1-1/2"as for masonry units not exposed to earth or weather. 114 inch for fine grout or 112 Inch for coarse grout between reinforcing bars and any face of a call.Reinforcing bars used In BASE AND SECURE TO REINFORCING STEEL:- The reinforcing steel shall be minimum Grade 40. EYEANCHOR 5e'ROD 30*LONG WITH DBL IV HELIX GALVANIZATION: (SEE NOTE 8,PAGE 1,FOR Metal accessories for use in exterior wall construction and not directly wposed to the weather shall be galvanized in SPACING REQUIREMENTS) accordance with ASTM A 153,Class B-2.Metal plate connectors,screws,bolts and nails exposed directly to the weather shall be stainless steel or hot dipped galvanized. REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED: 1. All reinforcement is bent cold; 2. The diameter ofthe band,measured on the Inside of the bar,Is not low than six-bar diameters;and 3. Reinforcement partially,embedded in concrete shag not be field bent GROUND BASE MIL ANCHORAGE EXCEPTION: Not ToScale (CAN BE USED FORASPHALT) Where bending is necessary to align dowel bars with a vertical cell,bars partially embedded In concrete sham be permitted to be bent at a slope of not more than I Inch of horizontal displacement to 6 inctm of Vertical bar length. BECHTOL ENGINEERING AND TESTING,inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS Certificate ofAudionzabM No.5492 CHECKED: jp DATE, 03-07-16 G16003 F..--. RR APPROVED: TB SCALE: NOTED SHEET 4 OF 11 Pt BOX EAVE RAFTER END WALL AND p LY IGS 1' SEE NOTES 3 AND 4(PAGE 1) FOR MAXIMUM SPACING TI4 7 7 8 7 7 SEE NOTES 3 :7 r AND 4(PAGE 1) FOR FORMAXIMUM C40PENING PDOORWITH SPACING 7 NONSTRUCTURAL OPENING FOR SM4GIa FO HEADER WrrHNM STRUCTURAL HEADER 8 7 8 7 7 7 7 7 7 i TYPICAL BOX EAVE RAFTER END WALL FRAMING PLAN TYPICAL BOX EAVE RAFTER END WALL OPENINGS FRAMING PLAN SCALE:118'=1' - SCALE:118'=V i I i OPENING FOR WINDOW WITH NONSTRUCTURAL HEADER BOX EAVE RAFTERIPOST ANDWINDOWRAIL ASSEMBLY (Also eppOCable to End Wails) INTERIOR SIDE TSPOST 'J I 8 9 8 1/4'x 1'SDF r�170.C. 7 7 7 d 7 I OPENING FOR ROLL-IPDOORWITH OPENING FOR STRUCTURAL HEADER SWINGIN DOOR o WITH NON. STRUCTURAL HEADER 10 7 7 g 8 7 A A 7 7 EXTERIOR SIDE TYPICAL BOX EAVE RAFTER SIDE WALL OPENINGS FRAMING PLAN SECTION A-A! SCALE:Ire'c T Not To Scale I I AVBECHTOL ENGINEERING AND TESTING,inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS Certificate of AuthatratlDn No.5492 FIELD: CHECKED; JP DATE: 03-07-16 PROJ.NO.; G16003 Df"' RR APPROVED. TB 9CALE NOTED SHEET 5 OF 11 BOW RAFTER END WALL AND W4r �Lj'7 = �Re `I - GS SEE NOTES ( AND 4(PAGE 1) / 4 FOR MAXIMUM SPACING 4 7 7 6 7 7 7 7 6 7 7 SEE NOTES 3 AND 4(PAGE 1) OPENING FOR FOR MAXIMUM ROLL•UP DOOR WITH SPACING NONSTRUCTURAL OPENING FOR HEADER SINNGPIG DOOR NTOINON- 51RUCNRAL NEARER 5 7 5 7 7 j 7 7 7 7 7 A A' I TYPICAL BOW RAFTER END WALL FRAMING PLAN TYPICAL BOW RAFTER END WALL OPENINGS FRAMING PLAN SCALE:118'=1' SCALE:118'=1' OPENING FOR WINDOW WITH NONSTRUCTURAL HEADER BOW RAFTERIPOST AND WINDOW RAIL ASSEMBLY (Also applicable to End Walls) I INTERIOR SIDE 15 Posi I i 8 9 8 8 6 7 6 7 % 114'x 1'SDF@ 17 D.C. I 7 7 7 7 OPENING FOR ROLL-UP DOOR WITH o STRUCTURAL DP.ENNGFOR O HEADER SW xslx NtNGNON- STRUCTUM HEADER 10 7 7 g e 7 A A 7 7 EXTERIOR SIDE TYPICAL BOW RAFTER SIDE WALL OPENINGS FRAMING PLAN SECTION A-A! SCALE:118'=1' Not To Scale i BECHTOL ENGINEERING AND TESTING,inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS Certificate oTAuOwdzaSon No.5492 FIELD. CHECKED: JP DATE: 03.07-16 PROJ,NO_ G16003 D�AwN: RR APPROVED: TB SCAIE: NOTED SHEET 6 OF 11 9 BOX EAVE RAFTER WALL OPENI'Nt D AILS TS RAFTER MINIMUM 6'LONG,MINIMUM 14 GA,TS J. NIPPLE.SECURE WITH 41/4'x1'SDFs TS RAFTER POST(CORNER) 1.17 x 14W x 2'16 GA CUP ANGLE,SECURE TO RAFTER NIPPLE RAIL TO 3116' i i POST AND BASE RAIL 2'x2'SQ'16 GA ANGLE CUP i WITH4114'x1'SDFs SECURE TO POST AND BASE u RAFTER WITH 114'x V I SDFs,20NTOPAND 2 ON SIDE Ell TS END POST TS CONTINUOUS USE RAIL END POST/RAFTER CONNECTION DETAIL �� END POST/BASE RAIL CONNECTION DETAIL 4 Not To Scale J Not TO Scale i i I I TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER i i TS RAFTER POST OR END POST 2'x 2'x 2'16 GAANGLE CUP SECURE TO POSTAND EITHER TOP OF HEADER,OR BOTTOM TS END POST OR DOOR/ OF WINDOW RAIL,WITH I W x 1'SOPS WINDOW FRAME POST 2W'xT 16 GA ANGLE CUP SECURE TO POST(EACH SIDE)AND RAFTER CHORDIRAIL W/4-1/4k1'SDFS TS NONSTRUCTURAL HEADER 2 ON BOTTOM AND 2ON SIDE BASE RAIL,OR WINDOW RAIL NOTE AT ROLL-UP DOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END.CUP POST TO RAIL ONLY ON TS NONSTRUCTURAL HEADER SIDE OPPOSITE THE OPENING. OR WINDOW RAIL I NON-STRUCTURAL HEADER OR WINDOW POST TO NON-STRUCTURAL HEADER, BASE RAIL TO POST CONNECTION DETAIL u NotTOSp1e RAIL' OR WINDOW RAIL CONNECTION DETAIL 7 Nol To Scale i BECHTOL ENGINEERING AND TESTING,inc. J&B BUILDING SERVICES, INC. ' CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS Cer66cate of AuU*riradon No.5492 FIELD: CHECKED: JP DATE: 03-07-16 PROJ.NO: G16003 DEW"' RR APPROVED' TB NOTED SHEET 7 OF 11 I I t • - .<N Imo. t� LP """, BOX EAVE RAFTER WALL OPEN TAILS NIPPLETO 3116' DBL HEADER TS BOW RAPIER 'J ORRAFrERPOST MINIMUM 6'LONG,MINIMUM 14 CATS MINIMUM 6'LONG,MINIMUM 14 GA,TS WBASERAIL SECURE WITH 4114'xV NIPPLE.SECURE EACH WITH41/45U' ILUNG FASTENERS SELF47RILUNG FASTENERS DBL TS HEADER I I LJ LJ TS POST NIPPLETO RAFTER POST/DBL HEADER o DBL HEADER/POST CONNECTION DETAIL &NOT2F CTION DETAIL 8 Not To Scale I I I I ' MINIMUM 6'LONG,MINIMUM 14 GA,TS NIPPLE.SECURE EACH WITH 4 1/4'x 1' SELF-DRILLING FASTENERS 114'x 1'SDF @ IT O.C. iTS POST i I r r 7 TS CONTINUOUS BASE RAIL CURTAIN 18 GA. of lol I I I I 3116' NIPPLETO �1 BASE RAIL RAFTER POST/BASE RAIL CONNECTION DETAIL SECTION THROUGH ROLL UP DOOR HEADER O Not To Sale Not To Scale NOTE:Curtain Is 26 GA.galvanized steel with baked on epoxy primer&polyester top coat. I m3I BECHTOL ENGINEERING AND TESTING,inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS CeN6ate of Authorization No.5492 FIELD: CHECKED: JP DATE: 03-07-16 PROJ.No-, G16003 DRAWN: RR APPROVED: TB SCALE: NOTED SHEET 8 OF 11 r i L c v r BOX EAVE RAFTER LEAN-TO OPTIONS � 9 12 2 9 24'16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH 2-114'x,'SELF-DRIWNG 2 SCREWS AT EACH END (4 PER BRACE) ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO OPTION 2 3 2 3 2 3 2 3 2 4 2 4 2 4 2 4 TYPICAL BOX EAVE RAFTER LEAN-TO OPTIONS FRAMING PLAN(BOTH OPTIONS SHOWN) SCALE:116'=1' I I 1 i I I I TS RAFTER POST NIPPLETO 3N6' I RAFTER2°x4'16 GA PLATE(ONE REQUIRED) TS BOX EAVE SECURE TO EITHER SIDE OF i1S LONG PTS 14OST GA NIPPLE. r24 POST/RAFTER CONNECTION SECURE POST TO NIPPLE WITH(4)1/4°x 1'SDFS, WITH 4 1l4'x l'SDPs 2 ON POST,2 ON RAFTER I TS LEAN-TO RAFTER GA ULHANNEL BRACE T POST) GA U-CHANNEL BRACE TS ExTENSION14'POST)RAFTER NO BRACE AT END WALLS 2°x2'x2'16 GA ANGLE CLIP BRACE SECTION) SECURE TO POST AND TS RAFTER POST RAFTER WITH(4)114'x P , UM 14 GA,TS SDF'S,2 ON RAFTER, NIPPLE.SECURE POST TO NIPPLE WITH 2 ON POST 4114'z,'SDFs SIDE EXTENSION RAFTER/ LEAN-TO RAFTER TO RAFTER POST Q_,_,_'�\ 42CORNER POST DETAIL CONNECTION DETAIL ale 1 G Not To Scale I mv BECHTOL ENGINEERING AND TESTING,inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS ` CerBBcate of Auftft6on No.5492 FIELD: CHECKED: JP DATE' 03-07-16 PR.No- G16003 DRAWN' RR APPROVED: TB SCALE NOTED SHEET 9 OF 11 I C., 1,6-1 9 e' BOW RAFTER LEAN-TO OPTION 10 3 24'16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH 2.1W x I'SELF-DRILLING SCREWS AT EACH END (4 PER BRA(E) 2 3 2 3 2 3 3 4 3 4 3 4 TYPICAL BOW RAFTER LEAN-TO OPTION FRAMING PLAN SCALE:118'=1' I I 1 TS BOW RAFTER I 2'x4'16 GA PLATE(ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER CONNECTION 24'16 GA U-CHANNEL BRACE WITH(4)1/4'x 1°SDPs, (s'TO T POST) 2 ON POST,2 ON RAFTER OR 48'16 GA UCHANNEL BRACE I TS RAFTER (8'TO 14'POST) 3• NOTE:NO BRACE AT END WALLS. (SEE BRACE SECTION) I MINIMUM 6'LONG,MINIMUM 14 GA,TS NIPPLE.SECURE BOW RAFTER AND POST TO NIPPLE WITH 4 114'xi°SOFk 2'x2'x2'16 GA ANGLE CLIP TS RAFTER POST SECURE TO POSTAND RAFTER WITH 114'x1' SDPs,2 ON TOP AND 2 ON BOTTOM LEAN-TO RAFTER TO RAFTER POST CONNECTION DETAIL 11 Not To Scale i I BECHTOL ENGINEERING AND TESTING,inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS Certificate of AuBwtizatbn No.5492 HELD: CHECKED: JP DATE` 03-07-16 PRO,I.NO-, G16003 DR!-: RR APPROVED: TB scuE NOTED SHEET 10 OF 11 I BOX EAVE RAFTER VERTICAL ROOF OPTION 26 OR 29 GA GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS WITH 1/4'x 1'SOPS WITH CONTROL SEAL WASHER @ AVERAGE 6-O.C.SPACING 1 2 12 Q3 24'16 GA U-CHANNEL BRACE 1.112'18 GAUGE FURRING FASTENED TO RAFTER WITH ~x FLASHING CHANNEL(PURUN) 2.114'xl'SELF-DRIWNG SCREWS AT EACH END = (4 PER BRACE) w 0 2 � 2 30'MAXIMUM RAFTER SPAN TYPICAL END ELEVATION-VERTICAL ROOF TYPICAL SECTION-VERTICAL ROOF OPTION SCALE:118'=1' SCALE:118'=V 1-1719 GAUGEFURMN CHANNEL FASTENED TO EACH RAFTER WITH(2)1/4*x 1'SELF.DRIWNG FASTENER SPACED NOT MORE THAN48'O.G LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS i I I SEE NOTES 3 AND 4(PAGE 1)FOR MAMMUM FLASHING SPACING I I 3 4 I LENGTH VARIES DEPENDING ON NUMBERAND SPACING OF RAFTERS i TYPICAL SIDE ELEVATION-VERTICAL ROOF TYPICAL FRAMING PLAN-VERTICAL ROOF OPTION SCALE:10=1': SCALE:118'=V 1.112'18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH(2)1/4'x 1'SELF-DRILLING FASTENER SPACED NOT MORE THAN 48'O.C. I TSZs#25 ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale BECHTOL ENGINEERING AND TESTING,inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS Certificate of AWlortzatbn No.5492 FIELD: CHECKED: JP DATE: 03-07-16 PROJ.NO: G16003 DRAWN: RR I APPROVED: TB SCALE: NOTED SHEET 11 OF 11 � J CARPORTS ANYWHERE P.O. BOX 830 SWAINSBORO, GA 30401 CATEGORY/ PRODUCT CODE APPROVAL EXPIRATION Subcategory MANUFACTURER DESCRIPTION VERSION FL# DATE DATE STRUCTURAL COMPONENTS 1. Roof Deck UNION CORRUGATING COMPANY 26 Gauge MasterRib 2014 9555.2 6/23/15 12/31/20 Panel 2. Structural Wall UNION CORRUGATING COMPANY 26 Gauge MasterRib 2014 9555.2 6/23/15 12/31/20 Panel EXTERIOR DOORS 1. Swinging ELIXIR DOOR AND METAL COMPANY Series 402-14 2014 17996.3 9/7/15 9/14/20 2. Roll-Up ASTA INDUSTRIES INC. Model 203 2014 8888.1 5/31/15 12/31/16 WINDOWS 1. Single Hung POCAHONTAS ALUMINUM COMPANY, INC. Model 100 VS 2014 12940.2 1/7/16 11/30/20 V 1. Tr$j