The URL can be used to link to this page

Home My WebLink AboutEngineering low, miBECHTOL ENGINEERING AND TESTING., inc. RECEIVED FEB 21 7017 J&B BUILDING SERVICES, INC. METAL UTILITY STRUCTURES INSTALLATION PLANS, DETAILS, AND FASTENER SPECIFICATIONS FOR CONSTRUCTION IN THE STATE OF FLORIDA 'GOEWD FASTENERS OR AryAcHmEnT, OPEN CARPORT MEMEMPOUsImPoFTHE THESE PLANS AND A16L PROPOSED WORK PREPARED FOR: ST.LITC7— - Ti-pi Mi 7,TJ-TT—P. G M-1 3-10,17 I- ARE SUBJECT TO ANY CORRECTIONS Carports Anywhere By,-vwNvZ,,-0 FOR XPUAd�,-E REQUIRED fff FIELD IMSPECTORS THAT. PO Box 830 REVPE-I'VED YY 3 MY BE-WECESGARYm4J ORDER T91"-swainsboro, Georgia 30401j?LANSIDATE ALNLD PET MT IMUST BE KEPT ON JOI COM- PLY WITH ALL APPLICABLE CODES,` OR,NO JNSPECTIOIN-NYML RE MADE. PREPARED BY: Bechtoll Engineering and Testing, Inc. 605 West New York Avenue DeLand, Florida 32720 THIS IS TO CERTIFY THAT THE FOLLOWING CALCULATIONS AND SPECIFICATIONS, SHEETS 1 THROUGH 10 OF 10, HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 16 OF THE FLORIDA BUILDING CODE FIFTH EDITION (2014). XXI11 III/ IoAting, Inc. Bechtol K Ce, malt, 600,05492 ol Pre§i ni Ph Luo gifi Flo rel '%ansel( 01 SI CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS 605 West New York Avenue,Suite A-Del-and,FL 32720-5243-Telephone(386)734-8444 FAX(386)734-8541 ❑BOX EAVE FRAME RAFI R OPEN CARPORT(Sheets 2,4,5,7,and 9) �6. FLASHING ' FLASHING LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS 3V MAXIMUM RAFTER SPAN TYPICAL SIDE ELEVATION-HORIZONTAL ROOF TYPICAL END ELEVATION-HORIZONTAL ROOF SCALE:1B'=1' SCALE:VS'=P ❑ BOW FRAME RAFTER OPEN CARPORT(Sheets 3,4,6,and 8) FLASHING G FLASHING (Optbnal) LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS 30'MAXIMUM RAFTER SPAN TYPICAL SIDE ELEVATION TYPICAL END ELEVATION SCALE:1/S'=1' SCALE:1/8'=1' r METAL FRAMING AND SIDING PREFABRICATED BY ❑ 12 GAUGE TUBE STEEL ❑ 14 GAUGE TUBE STEEL CARPORTS ANYWHERE P.O.BOX 830 METAL UTILITY STRUCTURES-INSTALLATION PLANS, SWAINSBORO,GA 30401 DETAILS,AND FASTENER SPECIFICATIONS THESE ENGINEERING DRAWINGS ARE THE PROPERTY OF FOR CONSTRUCTION IN THE STATE OF FLORIDA BECHTOL ENGINEERING&TESTING,INC.AND AB BUILDING PREPARED BY: SERVICES,INC. THESE DRAWING MAY NOT BE REPRODUCED BECHTOL ENGINEERING AND TESTING,INC. WITHOUT THE WRITTEN CONSENT OF BECHTOL ENGINEERING 605 WEST NEW YORK AVENUE &TESTING,INC.,AND AB BUILDING SERVICES,INC. DELAND,FLORIDA 32720 Certificate of Authorization No.5492 GENERAL NOTES: 1.RISK CATEGORY I OR II. 2.WIND EXPOSURE CATEGORY B,C.OR D. 3.ULTIMATE WIND SPEED 115 TO 150 MPH(NOMINAL WIND SPEED 89 TO 116 MPH):MAXIMUM RAFTERIPOST 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 WEJ-IT ANKR-TITE MODEL AT1252,OR SLEEVE ANCHOR MODEL HSA 1260,OR EQUIVALENT. 12.POST/RAFTER BRACING:BRACE ON EVERY POST/RAFTER CONNECTION,EXCEPT FOR END WALLS AND GABLE ENDS.OPEN CARPORTS WITH LEG HEIGHT OF 7' OR LESS ARE REQUIRED TO HAVE A BRACE ON EACH CORNER OF THE BUILDING AT A MAXIMUM SPACING OF 20'OC.OPEN CARPORTS WITH 7'LEG HEIGHT OR LESS AND LONGER THAN 20'IN BASE RAIL LENGTH WILL REQUIRE ADDITIONAL INTERIOR BRACES AT A MAXIMUM SPACING OF 20'OC. mq�� BECHTOL ENGINEERING AND TESTING,inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS Certificate of Authorization No.5492 FIELD: CHECKED: JP DATE: 09-20-16 PROJ.NO.: G16003 DRAWN: RR APPROVED:TB SCALE NOTED SHEET 1 OF 11 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS WITH 1/4'x 1'SDPs WITH CONTROL LENGTH VARIES DEPENDING ON SEAL WASHER @ AVERAGE 6-O.C.SPACING NUMBER AND SPACING OF RAFTERS 1 12 2 03 24'16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH SEE NOTES 3AND 2-114'x 1'SELF-DRILLNG 4(PAGE 1)FOR SCREWS AT EACH END MAXIMUM (4 PER BRACE) SPACING 0 2 3 2 q TYPICAL RAFTERIPOST FRAME SECTION TYPICAL RAFTER/POST FRAMING PLAN SCALE 11W=1' SCALE:118'=V <W17EII NIPPLE TO RAFTER MINIMUM 6'LONG TS NIPPLE o 16 GA U-CHANNEL BRACE(S ToT RAFTER POST)OR SECURE W TH(4)1W x V SDFs 16GA UCHANNEL BRACE(8'TO 14'RAFTER POST) CE ANGLE SHALL BE MIN.45' AX.60'FROM HORIZONTALE:NO BRACE AT GABLE. BRACE AT 1ST POSTIRAFTER TS RAFTER POST NECTION FROM GABLE BRACE SECTION) NIPPLE TO 3116' BASE RAIL TS CONTINUOUS BASE RAIL M 6'LONG TS NIPPLE SECURE POST TO NIPPLE WITH(4)1/4'x 1'SOPs TS RAFTER POST BOX EAVE RAFTER/CORNER POST RAFTER POST/ CONNECTION DETAIL BASE RAIL CONNECTION DETAIL 1 2 Not To Scale Not To Scale 16 GAUGE UCHANNEL BRACE 2.114' FASTENED TO THE LEG AND RAFTER WITH(2)1l4'x V SELF-DRILLING FASTENERS AT EACH END(4 PER BRACE) BRACE SECTION Not To Sale juBECHTOL ENGINEERING AND TESTING,inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS Certificate of Authorization No.5492 IELD: CHECKED: JP DATE: 09-20-16 PROJ.NO.: G16003 RAWN: RR APPROVED:TB SCALE: NOTED SHEET 2 OF 11 MEL 26 GA GALVANIZED METAL ROOF PANELS FASTENED LENGTH VARIES DEPENDING ON TO RAFTERS WITH 1/4'x 1'SDFs WITH CONTROL NUMBER AND SPACING OF RAFTERS SEAL WASHER @ AVERAGE 6'O.C.SPACING 1 12 3 Q3 24'%GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2)1/4'x 1'SELF-ORILUNG FASTENERS AT EACH END 0 SEE NOTES 3 AND (4 PER BRACE i 4(PAGE 1)FOR o MAXIMUM SPACING 0 r 2 3 3 4 TYPICAL RAFTERIPOST FRAME SECTION TYPICAL RAFTER/POST FRAMING PLAN SCALE:1/8'=T SCALE:1/8'=1' NO SCREWS e REQUIRED IN BOW BEND s MINIMUM G LONG TS NIPPLE SECURE WITH(4)1/4'x 1'SDFs GA U-CHANNEL BRACE(5'TO T RAFTER POST)OR GA U-CHANNEL BRACE(8'TO 14'RAFTER POST)E ANGLE SHALL BE MIN.45° AX.60'FROM HORIZONTAL TS RAFTER POST NOBRACEATGABLERACE AT IST POST/FtAFIER NIPPLE TO 3116' ° BASE RAIL TS CONTINUOUS BASE RAIL CONNECTION FROM GABLE (SEE BRACE SECTION) °I MINIMUM V LONG TS NIPPLE III SECURE BOW RAFTER AND POST TO NIPPLE WITH(4)1/4'x V SELF-DRILLING FASTENERS TS RAFTER POST BOW RAFTER/CORNER POST RAFTER POST/ CONNECTION DETAIL BASE RAIL CONNECTION DETAIL Not To Scale L Not To Scale rr 16 GAUGE U-CHANNEL BRACE FASTENED TO THE LEG AND RAFTER WITH(2)114'x 1' SELF-DRILLING FASTENERS AT EACH END(4 PER BRACE) BRACE SECTION Not To Scale AN BECHTOL ENGINEERINGmor AND TESTING,inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS Certificate of Authorization No.5492 FIELD: I CHECKED: JP DATE: 09_20-16 PROJ.NO.: G16003 DRAWN: RR APPROVED:TB SCALE NOTED SHEET 3 OF 11 BASE RAIL ANCHORAGE OPTIONS INSTALL t7 x 6'EXP SION ANCHOR THROUGH BASE IN E OF EACH RAFTERPOSTAL SIDES INSTALL 17 x 6'EXPANSION ANCHOR THROUGH BASE RAIL Wm-1W F OF EACH RAFTER POST ALONG SIDES B'MINIMUM(Note:For Open Carports,on sides MINIMUM 2.114'EMBEDMENT oNy,slab may be flush with tease rag on ends) NIIMINIMUM 2-19'EMBEDMENT 12• � � a •e z CONTINUOUS 4'CO NCRETE PAVEMENT MON IC CONC,FOO 500 PSI MIN) REI RCED WITH 211S.CON OUS 3A CONCR MONO.SLAB BA RAIL ANCHORAGE CONCRETE SLAB BASE RAIL ANCHORAGE Not To Scale JD Nol To Scale (OPTIONAL-OPEN CARPORTS ONLY) CONCRETE: Concrete Shall Have a Minimum Specified Compressive Strength of 2500 PSI at 28 Days. rWASHERS COVER OVER REINFORCING STEEL TS CONTINUOUS BASE RAIL For foundations,minimum concrete cover over reinforcing bars shall be: 3 Inches in foundations where the concrete is cast against and permanently in contact with the earth or exposed to the earth TOP OF ASPHALT PAVEMENT or weather,and 1-1/2 inches elsewhere.Reinforcing bars embedded in grouted cells shall have a minimum dear distance of ORGROUND SURFACE DRILL 518'HOLE THROUGH THE 1/41nch for fine rout or 1/21nch for coarse rout between reinforcing bars and an face of a cell.Reinforcing bars used In BASEOREYEWITH ETO 9 9 9 Y 9 ANCHOR EYE WITH 1a•OIAMETER masonry walls shaft 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 inches for masonry units not exposed to earth or weather. REINFORCING STEEL: -d I I LEI I I�1 I i[r7 The reinforcing steel shall be minimum Grade40. EYEANCHOR 5'r ROD 30•LONG GALVANIZATION: (SEE NWITHH PAOTE 9,PAGGEE 1,FOR.FOR Metal accessories for use in exterior wall construction and not directly exposed to the weather shall be galvanized In SPACING REQUIREMENTS) accordance with ASTM A 153,Class B-2.Metal plate connectors,screws,bolls 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 of the bend,measured on the Inside of the bar,Is not less than slx-bar diameters;and 3. Reinforcement partially embedded In concrete shall not be field bent GROUND BASE RAIL ANCHORAGE JV Not To Scale (CAN BE USED FOR ASPHALT) EXCEPTION: Where bending is necessary to align dowel bars with a vertical cell,bars partially embedded in Concrete shag be permitted to be bent at a slope of not more than 1 inch of horizontal displacement to 6 inches of vertical bar length. BECHTOL ENGINEERINGAV AND TESTING,inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS Certificate of Authorization No.5492 r� `- FIELD: CHECKED: JP DATE: 09_GO_16 PROJ.NO.: G16003 DRAVvN: RR APPROVED:TB SCALE: NOTED SHEET 4 OF 11 BOX EAVE RAFTER GABLE END OPTION 4 5 SEE NOTESI FLASHING AND 4(PAGE 11 FOR MAXIMUM SPACMG � w czC� 3 M TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN SCALE:116'=V SCALE:118'=1' TS BOX EAVE RAFTER NIPPLETO 3116' RAFTER TS POST 1.12'x 1-1 2'x 2'16 GA ANGLE CLIP SECURE TO BOX EAVE RAFTER AND GABLE RAIL WITH(4)114k1'SDFs 2 ON TOP,2 ON BOTTOM 1-12'x 1-12'x 2'16 GA ANGLE CLIP SECURE TO RAFTER POST AND GABLE RAIL WDH(4)1Pok1'SDFs TS GABLE RAIL 2 ON TOP,2 ON SIDE MINIMUM 6'LONG TS NIPPLE SECURE POST TO NIPPLE WITH TS RAFTER POST (4)114'x 1'SDFs BOX EAVE RAFTER GABLE RAIL TO RAFTER POST CONNECTION DETAIL Not To Scale BECHTOL ENGINEERING AND TESTING,inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS Certificate of Authorizafion No.5492 FIELD: CHECKED: JP DATE: 09_20_16 PROJ,NO.: G16003 DRAWN: RR APPROVED:TB SCALE: NOTED I SHEET 5 OF 11 Adak low mw BOW RAFTER GABLE END OPTION 4 6 SEE NOTES 3 FLASHWG AND 4(PAGE 1) FOR MAXIMUM � SPACWG � x N TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOW RAFTER GABLE END FRAMING PLAN SCALE:1/8'=1' SCALE:118'=1' TS BOW RAFTER 1.1/2'x 1-1/2'x 2'16 GAANGLE CUP SECURE TO BOW RAFTER AND GABLE RAIL WITH(4)114'x1'SDFs 2 ON TOP,2 ON BOTTOM i-Vr x 1-i/2'x 2'16 GA ANGLE CLIP SECURE TO RAFTER POSTAND GABLE RAIL WITH(4)114'xi'SOPS, TOP AND BOTTOM TS POST of ioi LJ TS GABLE RAIL MINIMUM 6'LONG TS NIPPLE SECURE BOW RAFTER AND POST TO NIPPLE WITH(4)114'x 1' TS RAFTER POST SELF-DRILLING FASTENERS BOW RAFTER GABLE RAIL TO RAFTER/POST CONNECTION DETAIL 4 Not To Sale BECHTOL ENGINEERING AND TESTING,inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS Certificate of Authorization No.5492 FIELD: CHECKED: JP DATE: 09-20-16 PROJ.NO.: G16003 DRAWN: RR APPROVED:TB SCALE: NOTED SHEET 6 OF 11 BOX EAVE RAFTER OPEN CARPORT EXTRA SIDE PANEL OPTION 26 GALVANIZED METAL ROOF AND SIDE PANELS FASTENED TO PURLINS AND POSTS WITH 114'x 1'SDFs WITH CONTROL SEAL WASHER @ AVERAGE 6'O.C.SPACING 1 2 24'16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH (2)1Po'x i'SELF-DRILLING rn LL FASTENERS AT EACH END (4 PER BRACE) 2 . 2 TYPICAL RAFTER/POST FRAME SECTION-EXTRA SIDE PANELS SCALE:118'=1' FLASHING 6' ti w LFLASHING (Opfio* LENGTH VARIES DEPENDING ON 39 MAXIMUM RAFTER SPAN NUMBER AND SPACING OF RAFTERS TYPICAL END ELEVATION-EXTRA SIDE PANELS TYPICAL SIDE ELEVATION-EXTRA SIDE PANELS SCALE:118'=1' SCALE:118'=1' AVBECHTOL ENGINEERING AND TESTING, inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS Certificate of Authorization No.5492 FIELD: CHECKED: JP DATE: 09-20-16 PROJ.NO.: G16003 DRAWN: RR APPROVED:TB SCALE: NOTED SHEET 7 OF 11 BOW RAFTER OPEN CARPORT EXTRA SIDE PANEL OPTION 26 GALVANIZED METAL ROOF AND SIDE PANELS FASTENED TO RAFTERS AND POSTS WITH 114'z 1°SDP'WITH CONTROL SEAL WASHER @AVERAGE 6'O.C.SPACING 1 3 E w 24'16 GA UCHANNEL BRACE o LL w h FASTENED TO RAFTER WITH of (2)V4'z 1'SELFCRILUNG w FASTENERS AT EACH END Ho (4 PER BRACE) a r V � 2 3 TYPICAL RAFTER/POST FRAME SECTION-EXTRA SIDE PANELS SCALE:11W P r(OploFL-ASHING -- naq 6' w OPTIONAL 6°WALL EXTENSION FLASHING TO MATCH ROOF (Opp LENGTH VARIES DEPENDING ON 30'MAXIMUM RAFTER SPAN NUMBER AND SPACING OF RAFTERS TYPICAL END ELEVATION-EXTRA SIDE PANELS TYPICAL SIDE ELEVATION-EXTRA SIDE PANELS SCALE:1i6'=1' SCALE:1/8'=1' m3r� BECHTOL ENGINEERING AND TESTING,inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS Cerflfloete o1 Authorizaflon No.5492 FIELD: CHECKED: JP DATE: 09-20-16 PROJ.NO.: G16003 DRAM: RR APPROVED:TB SCALE: NOTED SHEET 8 OF 11 BOX EAVE RAFTER VERTICAL ROOF OPTION 26 GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS WITH 114'x 1'SDFs WITH CONTROL SEAL WASHER @ AVERAGE 6'O.C.SP7ACING 1 2 12 Q3 FLASHING 24'16 GA U-CHANNEL BRACE 1.112'18 GAUGE FURRING FASTENED TO RAFTERWRH !E CHANNEL(PURUN) (2)114'x 1'SELF-0RIWNG w FASTENERS AT EACH END T (4 PER BRACE) w 0 H 2 2 30'MAXIMUM RAFTER SPAN TYPICAL END ELEVATION-VERTICAL ROOF TYPICAL SECTION-VERTICAL ROOF OPTION SCALE:1/8'-1' SCALE:1I8'-V 1-Ifl IS GAUGE FURRING OWMEL FASTENED TO EACH RAFTERW-11)111*11'SE IF LING FASTENER SPACED NOTMORE_18.O.C. LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS c—I I-6' 6' SEE NOTES 3 AND FLASHING 4(PAGE 1)FOR MAXIMUM SPACING 3 3 LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL SIDE ELEVATION-VERTICAL ROOF TYPICAL FRAMING PLAN-VERTICAL ROOF OPTION SCALE:118'=1' SCALE:118'=1' 1-112'18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH(2)114'x 1'SELF-DRILLING FASTENER SPACED NOT MORE THAN 4B'O.C. TSZ51425 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 Authofimtfon No.5492 FIELD: CHECKED: JP DATE: 09-20-16 PROJ.NO.: G16003 DRAWN: RR IAPPROVED:TB SCALE: NOTED SHEET 9 OF 11 Ask mw . MULTIPLE BOW RAFTER OPEN CARPORT CONNECTION OPTION 26 GA GALVANIZED METAL ROOF AND SIDE PANELS 24'16 GA U-CHANNEL BRACE FASTENED TO RAFTERS AND POSTS WITH 1/4'x 1'SOFs FASTENED TO RAFTERS WITH WITH CONTROL SEAL WASHER @ AVERAGE 6'O.C.SPACING (2)1/4'x 1'SELF-DRILLING FASTENERS AT EACH END(4 PER BRACE) 1 3 24'16 CA MHANNEL BRACE FASTENED TO RAFTER WITH (2)1/4'x l'SELF-DRILLING FASTENERS AT EACH END (4 PER BRACE) 2 3 TYPICAL RAFTER/POST FRAME SECTION-MULTIPLE BOW FRAME OPEN CARPORTS SCALE:10=1' mv BECHTOL ENGINEERING AND TESTING,inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS Certificate o1 Authorizatlon No.5492 FIELD: CHECKED: JP DATE: 09-20-16 PROJ.NO.: 316003 DRAWN: RR APPROVED:TB SCALE: NOTED SHEET 10 OF 11 Am LEAN-TO OPTIONS 9 2 12 9 24"16 GA U-CHANNEL BRACE 1 FASTENED TO RAFTER WITH 2.1/4"x 1'SELF-0RIUJNG 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: 1/8"=1' TS RAFTER POST NIPPLETO RAFTER TS Box EAVE 2"x4"16 GA PLATE(BOTH SIDES) 12'LONG TS M GA NIPPLE RAFTER SECURE TO POST/RAFTER SECURE POST TO NIPPLE WITH(4)1/4"x 1"SDF'S, WITH 1/4'x1'SDPs 2 ON POST,2 ON RAFTER TS LEAN-TO RAFTER ° 24'16 GA U-CHANNEL BRACE ° (5'TO T POST) OR 48'16 GA U-CHANNEL BRACE TS EXTENSION (8'TO 14'POST) RAFTER NOTE:NO BRACE AT END WALLS. 2"4"4"16 GA ANGLE CLIP (SEE BRACE SECTION) SECURE TO POST AND TS RAFTER POST RAFTER WITH(4)1/4"x 1" SOPS,2 ON RAFTER, MINIMUM 6"LONG,MINIMUM 14 GA,TS 2 ON POST NIPPLE.SECURE POST TO NIPPLE WITH 4114'xl'SDFs SIDE EXTENSION RAFTER/ LEAN-TO RAFTER TO RAFTER POST CORNER POST DETAIL CONNECTION DETAIL I I Not To Scale (BOX EAVE RAFTERS ONLY) Not To Scale AVBECHTOL ENGINEERING AND TESTING,inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL,ENVIRONMENTAL,AND MATERIALS TESTING ENGINEERS Certificate of Authorization No.5492 FIELD: CHECKED: JP DATE: 09-20-16 PROJ.NO.: G16003 DRAWN: RR APPROVED:TB S0ALE: NOTED SHEET 11 OF 11 �� I� C � �:��e�,� zI h