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Home My WebLink AboutENGINEERING OPEN CARPORT5T BY - St Luele BECHTOL ENGINEERING . . AND TESTING, :inc. RECEIVED " - MAR 0 5 2018 J&B BUILDING SERVICES; INC.,,. ST..L.ucir;County, Permitting ,:. METAL UTILITY STRUCTURES. INSTALLATION PLANS, DETAILS, AND FASTENER SPECIFICATIONS FOR CONSTRUCTION IN .THE. STATE OF FLORIDA TCIE COUNTY BUILDING DIMION OPEN_ •CARPORT :WED FOR C"VED pay Imm aZPLIE AND x ERMrr MUST BE KI . JOB, PREPARED FOR: f� INSPECTION WILL BE MADE. Carports Anywhere1jy PO Box 830 Swainsboro, Georgia 30401 PREPARED BY: Bechtol Engineering' and Testing, Inc. 605 West New York Avenue DeLand, Florida 32720 THIS IS TO CERTIFY THAT'THE FOLLOWING CALCULATIONS AND SPECIFICATIONS, SHEETS"I 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). � H / Bechtol Engin��e *es I Certificate of till ft)05 T homas B STATE OF President � •'31.15�jr•G�=: Florida Licensee//d'/�$'� CONSULTING GEOTECHNICAL, ENVIRONMENTAL, ANO MATERIALS TESTING ENGINEERS 605 West New York Avenue, Suite'A • DeLand, FL 32720-5243 • Telephone (386) 734-8444 FAX (386) 734-8541 EAVE FRAME RAFTER OPEN CARPORT (Sheets 2, 4, 5, 7, and 9) LENGTH VARIES DEPENDING ON TYPICAL SIDE ELEVATION - HORIZONTAL ROOF SCALE: 118'=1' 30' MAXIMUM RAFTER SPAN r TYPICAL END ELEVATION - HORIZONTAL ROOF SCALE: 11V =1' OW FRAME RAFTER OPEN CARPORT (Sheets 3, 4, 6, and 8) F-- 8' FLASHING (Optional) LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL SIDE ELEVATION SCALE: 118' =1' TYPICAL END ELEVATION SCALE: 11W=1' 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, DETAILS, SWAINSBORO, GA 30401 AND FASTENER SPECIFICATIONS THESE ENGINEERING DRAWINGS ARE THE PROPERTY OF FOR CONSTRUCTION IN THE STATE OF FLORIDA BECHTOL ENGINEERING & TESTING, INC. AND J&B 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 GENERAL NOTES: Certificate of Authorization No. 5492 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 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. SPECIFICATIONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS, AND ROOF SLOPES OF 14" (3:12 PITCH). SPACING REQUIREMENTS FOR 8. 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. GROUND ANCHORS ARE NOT REQUIRED WITH CONCRETE SLAB CONSTRUCTION. 10. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 11. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. OPEN CARPORTS WITH LEG HEIGHT OF TOR 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. BECHTOL ENGINEERING AND TESTING, inc. J&B BUILDING SERVICES, INC. ml CONSULTING GEOTECHNICAL. ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS Certificate of Au9wr'¢ation No. 5492 FIELD: CHECKED: iP I DATES 03-07-16 PROD. NO.: G16003 DRAWN: RR APPROVED: TB I SCALE: NOTED SHEET 1 OF 10 I 26 GA GALVANIZED METAL ROOF PANELS FASTENED LENGTH VARIES DEPENDING ON TO RAFTERS WITH 114' x 1' SDFs WITH CONTROL SEAL WASHER ® AVERAGE S' D.C. SPACING NUMBER AND SPACING OF RAFTERS ,z f 24' 16 GA UCHANNEL BRACE FASTENED TO RAFTER WITH 2. 114' x 1' SELF -DRILLING SCREWS AT EACH END (4 PER BRACE) TYPICAL RAFTEPROST FRAME SECTION SCALE: 11'=1' TS BOX EAVE RAFTER 3116' ^' SEE NOTES 3 AND 4 (PAGE 1) FOR MAXIMUM TYPICAL RAFTERIPOST FRAMING PLAN SCALE: 11' = V MINIMUM fi' LONG TS NIPPLE 24.16 GA UCHANNEL BRACE (5' TO T RAFTER POST)\B.ERAIL SECURE WITH (4)1A' x 1' SDFs 48' 16 GA UCHANNEL BRACE IS. TO 14' RAFTER POST BRACE ANGLE SHALL BE MIN. 45' TO MAX. 60' FROM HORIZONTAL 6' NOTE: NO BRACE AT GABLE. SET BRACE AT 1 ST POSTIRAFTER IS RAFTER POST of CONNECTION FROM GABLE. (SEE BRACE SECTION +_1 TS CONTINUOUS BASE RAIL MINIMUM 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4)114' x 1' SDFs TS RAFTER POST BOX EAVE RAFTER/CORNER POST CONNECTION DETAIL Not To Scale RAFTER POST/ BASE RAIL COP 2 Not To Sale ION DETAIL i 16 GAUGE UCHANNEL BRACE 2-1N' FASTENED TO THE LEG AND RAFTER WITH (2)1lV x 1' SELF -DRILLING FASTENERS AT EACH END (4 PER BRACE) BRACE SECTION Not To Sale BECHTOL ENGINEERING AND TESTING, inc. J&B BUILDING SERVICES, INC. mov CONSULTING GECITECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS Certificate of Auftfta on No. 5492 7 PROJ FIELD: CHECKED: JP DATE: 03-07-16 .NO.: G16003 DRAWN: RR APPROVED: TB SCALE NOTED SHEET 2 OF 10 i 26 GA. GALVAN17ED METAL ROOF PANELS FASTENED LENGTH VARIES DEPENDING ON TO RAFTERS WITH 114' x 1' SDF's WITH CONTROL NUMBER AND SPACING OF RAFTEF SEAL WASHER @ AVERAGE 6- O.C. SPACING p p p 12 3 I I I I I I TYPICAL RAFTERIPOST FRAME SECTION SCALE: 118' =1' NOSCREWS REQUIRED IN BOW BEND 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2)114' x 1' SELF-DRI W NG FASTENERS AT EACH END (4 PER BRACE) TS BOW RAFTER 24- 16 GA U-CHANNEL BRACE (S TO T RAFTER POST) OR 48' 16 GA U-CHANNEL BRACE (B' T014' RAFTER POST) BRACE ANGLE SHALL BE MIN. 45' TO MAX. 60' FROM HORIZONTAL NOTE: NO BRACE AT GABLE. SET BRACE AT 1ST POSTIRAFTER CONNECTION FROM GABLE. �' (SEE BRACE SECTION) MINIMUM 6' LONG TS NIPPLE c SECURE BOW RAFTER AND POST TO NIPPLE WITH (4)114' x 1' SELF -DRILLING FASTENERS TS RAFTER POST BOW RAFTER/CORNER POST CONNECTION DETAIL Not To Sale SEE NOTES 3 AND 4 (PAGE 1) FOR MAXIMUM TYPICAL RAFTERIPOST FRAMING PLAN SCALE: IIT=T MINIMUM 6' LONG TS NIPPLE SECURE WITH (4)114' x 1' SOFs `— TS RAFTER POST NIPPLBASE TO 311\ G [\ _ BASE RAIL �U� h i TS CONTINUOUS BASE RAIL RAFTER POST/ 2 BASE RAIL CONNECTION DETAIL Not To Scale 16 GAUGE U-CHANNEL BRACE 2-114' FASTENED TO THE LEG AND RAFTER WITH (2)114' x V SELF -DRILLING FASTENERS AT EACH END (4 PER BRACE) BRACE SECTION Not To Sale BECHTOL ENGINEERING =or= AND TESTING, inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS Certificate o1 Au0iorization No. 5492 FIELD: CHECKED: JP DATE: 03-07-16 PRCU. NO: G16003 DRAWN: RR APPROVED: TB SCALE NOTED SHEET 3 OF 10 BASE RAIL ANCHORAGE OPTIONS INSTALL 12' ■ V EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH RAFTER POST ALONG SIDES MINIMUM 2.1/4' EMBEDMENT 1Y — MONOLITHIC CONC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 45s CONTINUOUS CONCRETE MONO. SLAB BASE RAIL ANCHORAGE 3A Nol To Scale CONCRETE: Concrete Shall Have a Minimum Specified Compressive Strength of 2500 PSI at 28 Days. COVER OVER REINFORCING STEEL For foundations, minimum concrete cover over reinforcing bars shag be: 3 Inches In foundations where the concrete is cast against and permanently In contact with the earth or exposed to the earth or weather, and 1-12 inches elsewhere. Reinforcing bars embedded in grouted cells shall have a minimum dear distance of 1141nch for fine grout or 112Inch for coarse grout between reinforcing bars and any face of a cell. Reinforcing bars used in masonry wags shall have a masonry cover (including grout) of not less than 2 inches for masonry units with face exposed to earth or weather 1-12 Inches for masonry Units not exposed to earth or Weather. REINFORCING STEEL: The reinforcing steel shall be minimum Grade 40. GALVANIZATION: Metal accessories for use in exterior wall construction and not directly exposed to the weather shall be galvanized in accordance with ASTM A 153, Class B-2. Metal plate connectors, screws, bogs and nails exposed directly to the weather shag be stainless steel or hot dipped galvanized. REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED: 1. All reinforcement is berd cold; 2. The diameter of the bend, measured on the inside of the bar, is not less than six -bar diameters; and 3. Reinforcement partially embedded in concrete shag not be field bent. EXCEPTION: Where bending is necessary to align dowel bars with a vertical cell, bars partially embedded In concrete shall be permitted to be bent at a slope of not more than 1 inch of horizontal displacement to 6 inches of vertical bar length. INSTALL 1IC x 6' EXPANSION ANCHOR THROUGH ME RAIL WITHIN 6.OF EACH RAFTER POST ALONG SIDES 6' MINIMUM (Note: For Open Carports, on skies only, slab may be flush with base ral on ends) MINIMUM 2.114' EMBEDMENT s z E ONTINUOUS 4' CONCREi E PAVEMENT VC CRETE SLAB BASE RAIL ANCHORAGE scale (OPTIONAL- OPEN CARPORTS ONLY) Z' WASHERS TS CONTINUOUS BASE RAIL TOP OF ASPHALT PAVEMENT DRILL 518' HOLE THROUGH THE OR GROUND SURFACE BASE RAIL AND SECURETO ANCHOR EYE WITH 1 r1' DVMETER THROUGH BOLT EYEANCHOR YB' ROD 3T LONG WITH DBL 4' HELIX (SEE NOTE 8, PAGE I. FOR SPACING REQUIREMENTS) GROUND BASE RAIL ANCHORAGE Nol To Scale (CAN BE USED FOR ASPHALT) BECHTOL ENGINEERINGMq AND TESTING, inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL. ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS Certificate of Aulhodzation No. 5492 FIELD: CHECKED: i I DATE' 03-07-16 1 PROJ. NO.: G16003 DRAWN: RR APPROVED: TB I SCALE: NOTED I SHEET 4 OF 10 BOX EAVE RAFTER GABLE END OPTION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION SCALE: 118' =1' TS BOX EAVE RAFTER NIPPLE TO 3116' RAFTER TS POST \ c �1.12'x1-12'x2' 16 GAANGLECUP SECURE TO RAFTER POST AND GABLE RAIL WITH (4)114'x1' SDFs 2 ON TOP. 2 ON SIDE TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN SCALE 1!8'=T 1.12'z 1.12'xY 1B AANGLE CUP SECURE TO BOX EA RAFTER AND GABLE RAIL WITH (4)1 Al' SOPS 2 ON TOP, 2 ON BOTTOM TS GABLE RAIL MINIMUM 6' LONG TS NIPPLE NI I A� SECURE POST TO NIPPLE WITH TS RAFTER POST (4)114' x 1' SDFs BOX EAVE RAFTER GABLE RAIL TO RAFTER POST CONNECTION DETAIL 4 Not To Scale 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: 03-07-16 PROJ. NO.: G16003 DRAWN: RR I APPROVED: TB SCALE: NOTED SHEET 5 OF 10 BOW RAFTER GABLE END OPTION TYPICAL BOW RAFTER GABLE END ELEVATION SCALE: IX =1' TYPICAL BOW RAFTER GABLE END FRAMING PLAN SCALE: 118' =1' TS BOW RAFTER 1.17x1.1/1'x2'i6GAANGLECUP SECURE TO BOW RAFTER AND GABLE RAIL WITH (4)1/4'x1' SDFs 2 ON TOP, 2 ON BOTTOM 1-17 x 1-12' x 2' 16 GA ANGLE CLIP SECURE TO RAFTER POST AND GABLE RAIL WITH (4)114'x1' SOFs, TOP AND BOTTOM TS GABLE RAIL MINIMUM 6' LONG TS NIPPLE SECURE BOW RAFTER AND POST TO NIPPLE WITH (4)1/4' x 1' TS RAFTER POST SELF -DRILLING FASTENERS BOW RAFTER GABLE RAIL TO RAFTER/POST CONNECTION DETAIL 4 Not To Seale AVBECHTOL ENGINEERING AND TESTING, ins. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL. ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS Certificate of Auawraation No. 5492 FIELD: CHECKED: JF' DATE: 03-07-16 PROJ.NO., G16003 DRAWN: RR APPROVED: TB s—F-' NOTED SHEET 6 OF 10 I BOX EAVE RAFTER OPEN CARPORT EXTRA SIDE PANEL OPTION 26 GALVANIZED METAL ROOF AND SIDE PANELS FASTENED TO PURLINS AND POSTS WITH 1I4' x 1' SDFs WITH CONTROL BECHTOL ENGINEERING AND TESTING, inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS Certificate of AuUior¢atim No. 5492 FIELD: CHECKED: i I DATE: 03-07-16 PROD. NO: G 16003 D—N: RR APPROVED: TB I SCALE: NOTED SHEET 7 OF 10 BOW RAFTER OPEN CARPORT TRA SIDE PANEL OPTION 26 GALVANIZED METAL ROOF AND SIDE PANELS FASTENED TO RAFTERS AND POSTS WITH 114' x l' SDF s WITH CONTROL SEAL WASHER @ AVERAGE 6' O.C. SPACING w `24' 16 GA U-CHANNEL BRACE LL m y FASTENED TO RAFTER WITH o w (2)114' x 1' SELF-0RIW NG z LL FASTENERS AT EACH END m (4 PER BRACE) u a s z us> N TYPICAL RAFTER/POST FRAME SECTION - EXTRA SIDE PANELS SCALE: 1/8'= T 'TIONAL 6' WALL EXTENSION TO MATCH ROOF TYPICAL END ELEVATION - EXTRA SIDE PANELS SCALE: 118' = T TYPICAL SIDE ELEVATION - EXTRA SIDE PANELS SCALE: 1I6' =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: 03-07-16 PRO.I. NO: G16003 DRAW RR APPROVED: TB SCALE: NOTED SHEET 8 OF 10 B�X EAVE RAFTER VERTICAL ROOF OPTION 12 -zz—�3 30' MAXIMUM RAFTER SPAN TYPICAL END ELEVATION - VERTICAL ROOF SCALE: 118'= T TYPICAL SIDE ELEVATION - VERTICAL ROOF SCALE: iffi'=V 26 GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS WITH 114' x 1' SDFs WITH CONTROL SEAL WASHER @ AVERAGE S' O.C. SPACING `24' 16 GA U-CHANNEL BRACE 1.112' 18 GAUGE FURRING FASTENED TO RAFTER WITH CHANNEL (PURUN) (2)1f4' x I'SELF-DRILLING FASTENERS AT EACH END (4 PER BRACE) TYPICAL SECTION - VERTICAL ROOF OPTION SCALE: 1fB' =1' 6' — —1-1715 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2)114' x l'SELF-OR4UNG FASTENER SPACED NOT MORE THW48' O.C. LENGTH VARIES DEPENDING ON I�iil�l�l�l I�I�I�I�I II\ v Ith 0 TYPICAL FRAMING PLAN - VERTICAL ROOF OPTION SCALE 118'=1' 1-1018 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2)114' x 1' SELF -DRILLING FASTENER SPACED NOT MORE THAN 48' O.C. TS7'SA2S ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale ai BECHTO inc. ENGINEERING AND TESTING,inc. J&B BUILDING SERVICES, INC. mmv= CONSULTING GEOTECHNICAL. ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS CerBfira(e of AuDwriza6on No. 5492 FIELD: CHECKED: JP DATE: 03-07-16 PRw.No_ G16003 DRAWN: RR APPROVED: TB 6°"`E NOTED SHEET 9 OF 10 MUL'T�PLE BOW RAFTER OPEN CARPORT CONNECTION � OPTION 26 GA. GALVANIZED METAL ROOF AND SIDE PANEL' FASTENED TO RAFTERS AND POSTS WITH 114' x 1'; WITH CONTROL SEAL WASHER @ AVERAGE 6' O.C. 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2)114' x 1' SELF -DRILLING FASTENERS AT EACH END (4 PER BRACE) TYPICAL RAFTER/POST FRAME SECTION - MUL SCALE: 11B' = T 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTERS WITH (2)1/4' x V SELF -DRILLING FASTENERS AT EACH END (4 PER BRACE) BOW FRAME OPEN CARPORTS Al BECHTOL ENGINEERING JjjU AND TESTING, inc. J&B BUILDING SERVICES, INC. CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS Cer6fiale of Aulhorhation No. 5492 FIELD: CHECKED: JP DATE: 03-07-16 PROJ.NO.- G16003 DRANN: RR APPROVED: TB SCALe NOTED SHEET 10 OF 10 CARPORTS ANYWHERE P.O. BOX 830 SWAINSBORO, GA 30401 CATEGORY/ Subcategory MANUFACTURER PRODUCT DESCRIPTION CODE VERSION FL# APPROVAL DATE EXPIRATION DATE STRUCTURAL COMPONENTS 1. Roof Deck UNION CORRUGATING COMPANY 26 Gauge Masterkib Panel 2014 9555.2 6/23/15 12/31/20 2. Structural Wall UNION CORRUGATING COMPANY 26 Gauge MasterRib Panel 2014 9555.2 6/23/15 12/31/20 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