The URL can be used to link to this page

Home My WebLink AboutMETAL FRAMINGFBC APPROVED PRODUCTS LIST �v BY PRODUCT CATEGORY SUB CATEGORY MANUFACTURER -`i Lucie CO'��No. APPROVAL & DATE STRUCTURAL COMPONENTS ROOF DECK UNION CORRUGATING COMPANY FL9555.2-R4 26 Gauge MasterRib Panel 12/12/17 STRUCTURAL COMPONENTS STRUCTURAL WALL UNION CORRUGATING COMPANY FL9555.2-R4 26 Gauge MasterRib Panel 12/12/17 F.RONT,ELEVATION . _. ' .... . SCALE: 1/8' =1' FILE COPY /ft- ST. LUCIE COUNTY REVIEWED FOR CO' REVI EWE " DATE / PLANS A D PER SITE OR NO INSPE( SIDE ELEVATION SCALE: 1/8' -1' I' BE KEPT ON JOB (S) WILL BE MADE 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 ELEVATIONS AND SLOPES, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 2. THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY. 9 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 CARPORTS ANYWHERE, INC., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT 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 COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. 4. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. 5. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 1' SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. 6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2580 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 AXW`I A WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. 7. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. 8. POST/RAFTER BRACING: BRACE ON EVERY POSTIRAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. 9: 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 (2617) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED. 10. 14 GA FRAMING: 2-1/2' x 2-1/2' TUBE STEEL (TS) WITH 2-1/4' x 2-114' TS NIPPLES. 12 GA FRAMING: 2-1/4, x'2-1/4• TS WITH 2 x 7 TS NIPPLES. REAR ELEVATION SCALE. 1/8' =1, . OCCUPANCY GROUP: U CONSTRUCTION TYPE: II-B RISK CATEGORY: I BUILDING ENCLOSURE TYPE: ENCLOSED WIND EXPOSURE CATEGORY: C ULTIMATE WIND SPEED (MPH): 165 NOMINAL DESIGN WIND SPEED (MPH): 128 MEAN ROOF HEIGHT (FEET): 16.71 ROOF ANGLE (DEGREES): 14.0 DESIGN PRESSURES (PSF): ROOF: ZONE.1: +16.0 /-25.9 ZONE 2 +16.0 / -36:5 ZONE 3: +16.0 / -57.6 DESIGN ROOF PRESSURES: +16.01.31.9 WALLS: ZONE 4: +26.7 /129.1 ZONE 5: +26.7 / -325 DESIGN WALL PRESSURES: +26.7 / •29.9 METAL FRAMING AND SIDING PREFABRICATED BY CARPORTS -ANYWHERE P.O: BOX 776 STARKE, FL 32091 THESE ENGINEERING DRAWINGS ARE THE PROPERTY OF BECHTOL ENGINEERING & TESTING, INC. AND CARPORTS ANYWHERE, INC. THESE DRAWING MAY NOT BE.REPRODUCED WITHOUT THE WRITTEN CONSENT OF'BECHTOL ENGINEERING & TESTING, INC., AND CARPORTS ANYWHERE, INC. THIS IS TO CERTIFY THATTHE CALCULATIONS 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, SIXTH EDITION (20M. THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. R .; . BECHTOL ENGINEERING.�4 605 WEST NEW YORK y AVENUE-, /` ,�,••u�t` , DELAND, FLORIDA 32720 Certificate of Aut.h tion No. •• NO. 3g538 •�:0 Thomas Bechtol, Florida License No.38538 O� �• $rATE �•��` RECEIVED • .RIDA ' G AUG 0 NALIE�;��`. 8 2018 ST• Luclq 99unty, Permitting PROPOSED UTILITY STRUCTURE 7807 BELLMONT AVENUE FORT PIERCE, FLORIDA. Revised.'. n.,@ :.7l26/18 ,BECHTOL ENG/N_ EER/NG °'NWmkb w4�' .NTS.'• . AND 7ES=4 I!- ' MKB ' .. s Aiea�� µ' AND 4i'm+ws rsgNo oil uwoMm TB • - : ; . SHEET 1 OF 2 GABLE END POST/RAFTER FRAMING PLAN SCALE: 1/8' =1' INSTALL 1/2' x 5-112' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH BOW ALONG SIDES OR INSIDE EVERY OTHER END WALL POST ALONG END WALL SECTIONS 6' MINIMUM (Note: For Open Carports, on sides r—t only, slab may be flush with base rah on ends) 2-114' EMBEDMENT z 4'CONCRETE PAVEMENT 2 CONCRETE SLAB BASE RAIL ANCHORAGE I Nol To Seale (OPTIONAL -OPEN CARPORTS ONLY) 2-1hr FOR \,---16 GAUGE U-CHANNEL BRACE 12 GA FRAMING FASTENED TO THE POST AND 2-1/2' FOR RAFTER, WITH (2) #12-14x 3W 14 GA FRAMING SELF -DRILLING SCREWS AT EACH END (4 PER BRACE) BRACE SECTION Not To Scale TS BOX EAVE RAFTER 3116' 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS ACCORDING TO MANUFACTURER'S 3 1��i—r ��_ INSTALLATION INSTRUCTIONS 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SOF's AT EACH END (4 PER BRACE) I 2,T TYPICAL INTERIOR POST/RAFTER FRAME SECTION SCALE: 1/8' =1' 48' 16 GA U-CHANNEL BRACE BRACE ANGLE SHALL BE MIN.45• TO MAX. 60o FROM HORIZONTAL NOTE: NO BRACE AT END WALL. SET BRACE AT 1ST POSTIRAFTER CONNECTION FROM GABLE. (SEE BRACE SECTION) MINIMUM 6' LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14x 314- SELF-DRILLING FASTENERS RAFTER POST BOX EAVE RAFTER/CORNER POST CONNECTION DETAIL L Not To Scale 1' 16 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING FASTENER SPACED NOT MORE THAN 48' O.C. GA. METAL ROOF PANEL L---TS RAFTER ROOF PANEL ATTACHMENT Not To Scale I�I�I�I�I■ I�I�I�I�I I�I�I�I�I I�I�I�I�I LEFT SIDE RAFTER/POST FRAMING PLAN SCALE: 1/8' =1' POST RAFTER TS BOX SAVE RAFTER 1' 16 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING FASTENER SPACED NOT MORE THAN 48' O.C. �1-1/2' x 1-1/2- x 2' 16 GA ANGLE CLI SECURE TO BOX EAVE RAFTER Ah GABLE RAIL WITH (4) #12-14 x 3l4' SDF's, (2) ON TOP, (2) ON BOTTOM x 2' 16 GAANGLE CLIP TS GABLE RAIL VMINIMUM6'LONGTSNIPPLE n 4' WELD, BOTH SIDES, AFTER POST AND GABLE ° I TOP, BOTTOM, AND 17 O.C. 1/4'x1' SDFs I to of N SIDE MINIMUM 6' LONG TS NIPPLE T NIPPLE SECURE POST TO NIPPLE TS RAFTER POST SECURE POST TO NIPPLE WITH WITH (4) #12-14 x 3W SDF's (4) #12-14 x 314' SDFs DBL TS BASE RAIL RAFTER LEG ASSEMBLY/ BOX EAVE RAFTER GABLE RAIL TO K-,� � DBL. BASE RAIL CONNECTION DETAIL �� RAFTER POST CONNECTION DETAIL J Not To Scale Not To Scale CONCRETE: Concrete Shall Have a Minimum Specified Compressive Strength of25W PSI at28 Days. COVER OVER REINFORCING STEEL 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 or weather, and 1-112 inches elsewhere. Reinforcing bars embedded in grouted cells shall have a minimum clear distance of 1/4 inch for fine grout or 1/2 inch for coarse grout between reinforcing bars and any face of a cell. Reinforcing bars used in masonry walls shall have a masonry cover (including grout) of not less than 2 inches for masonry units with face exposed to earth or weather 1-1/2 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, 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 of the bend, measured on the inside of the bar, is not less than so( -bar diameters; and 3. Reinforcement partially embedded in concrete shall 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 ofverfcal bar length.