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Home My WebLink AboutPRE-APPROVED PRODUCTSFBC APPROVED PRODUCTS LIST s PRODUCT CATEGORY SUB CATEGORY MANUFACTURER STRUCTURAL COMPONENTS ROOF DECK STRUCTURAL COMPONENTS 0 r. EXTERIOR DOORS EXTERIOR DOORS UNION CORRUGATING COMPANY 26 Gauge MasterRib Panel UNION CORRUGATING COMPANY 26 Gauge MasterRib Panel ELIXER DOOR AND METAL COMPANY Series 407 ROLL -UP ASTA INDUSTRIES INC. I Model203 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS RE®UIREb BY FILD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO -COMPLY WITH ALL APPLICABLE CODES. SWIM STRUCTURAL WALL SWINGING FRONT ELEVATION.. . SCALE: 1/8' =1: LEFT SIDE ELEVATION . . SCALE: 1/8' =1' j$oy . 05,? 1 ST. LUCIE C BUILDING C REVIEV FOR COM REVIEWED BY DATE /27(/' PLANS AND MUST BE KEPT NO INSPECTION APPROVAL No. & DATE FL9555.2-R4 12/12/17 FL9555.2-R4 12/12/17 FL17996.5-R1 01/29/18 FL8868.1-R5 10/07/17 IMIT JOB OR . BE E SCANNED �Qgp� P��fif%l UPANCY GROUP: U GENERAL NOTES. CONSTRUCTIONTYPE: 11.8 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND.CLADDING, AND BASE RAIL RISK CATEGORY: I ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESSIEGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATIONS AND SLOPES, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. BUILDING ENCLOSURE TYPE: ENCLOSED 2. THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF WIND EXPOSURE CATEGORY: C 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 ULTIMATE WIND SPEED (MPH): 150 ANYWHERE, INC., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE 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. NOMINAL DESIGN WIND SPEED (MPH): 116 3. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. MEAN ROOF HEIGHT (FEET): 15.71 4. ALL STEEL TUBING SHALL BE 5QKSI GALVANIZED STEEL._ ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. ROOF ANGLE (DEGREES): 14.0 5. ALL FIELD FRAMING CONNECTIONS SHALLBE #12=14 x V SELF DRILLING SCREWS WITHOUT CONTROL SEAT: WASHER. ALL SHOP FRAMING DESIGN PRESSURES (PSF): CONNECTIONS SHALL BE WELDED. ROOF: 6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. ZONE 1: +16.0 /-25.9 CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 AXW1 .4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH ZONE 2: +16.0 /-36.5 SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. ZONE 3: +16.0 /-57.6 DESIGN ROOF PRESSURES: +16.01.30.8 7. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260. OR EQUIVALENT. WALLS: 8. POSTIRAFTER BRACING: BRACE ON EVERY POSTIRAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. ZONE 4: +26.7 /-29.1 ZONE 5: +26.7I- 32.5 9.. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA DESIGN WALL PRESSURES: +26.71.29.9 BUILDING CODE, SIXTH EDITION (2017) - RESIDENTIAL, AND SECTION 1816.1 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (20M - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,D00 PSF IS ASSUMED. SWINGING DOORS: +29.91.36.9 10. 14 GA FRAMING: 2-1/2' x 2-1/2'.TUBE STEEL (TS) WITH 2-1/4' x 2-1/4' TS NIPPLES. ONCEALED FASTENERS, OR ATiACHME 12 GA FRAMING: 2-1/4' x 2-1/4' TS WITH 2 x Y TS NIPPLES. `�,. ROLL -UP DOORS:. +28.01.31.6 ryl� ARE THE RESpONSISIMOFTHE NOTE: 14GAFRAMING. CONTRACTOR OF RECORD RIG HT.SI DE .ELEVATION.. . SCALE: 1/8' =1' REAR ELEVATION SCALE: 1/8' =1' ' METAL FRAMINGAND 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 THAT THE 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 (2017). THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE: III) _ a H: R,C , N.x'iim A PROPOSED 'TnTR U 5401 OLD DIXIE HIGHWAY FORT PIERCE, FLORIDA. . revised. °"" 9/17/18 MM BECHTOL ENGINEERING : RR/mkb NTS, AND TESNNA bm ccNw�nro cemoae�ru, ORRbUAL. AND MUEOW TMM 00 =6 RR. ^1O1"n' G180O2 OH TB SHEETI CIF3 id INSTALL 1/Y x 51/2' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6' OF EACH BOW ALONG SIDES OR INSIDE EVERY OTHER END WALL POST ALONG END WALL SECTIONS 2' MINIMUM Ei MINIMUM 2-1/4' EMBEDMENT GROUND SURFACE 'v MONOLITHIC CONC. FOOTING (25D0 PSI MIN.) REINFORCED WITH 2 #Ss CONTINUOUS CONCRETE MONO. SLAB BASE RAIL ANCHORAGE 1 Nol To Safe TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER TS END POST OR DOOR/ WINDOW FRAME POST c TS NONSTRUCTURAL HEADER (12 GA FOR ROLL -UP DOOR FRAME), BASE RAIL, OR WINDOW RAIL 2'x2'x2' 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORDIRAIL WITH (4) #12-14x 3W SDF's, (2) ON BOTTOM AND (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 NON-STRUCTURAL HEADER, BASE RAIL, OR WINDOW RAIL CONNECTION DETAIL � Not To Scale 1' 16 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3W SELF -DRILLING FASTENER SPACED NOT MORE THAN 48' O.C. 26 GA. METAL ROOF PANEL L---TS RAFTER -7 ROOF PANEL ATTACHMENT Not To Scale 3116' 48' 16 GA U-CHANNEL BRACE BRACE ANGLE SHALL BE MIN.45• TO MAX. 60' FROM HORIZONTAL MINIMUM 6' LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x 314' SELF -DRILLING FASTENERS I RAFTER POST BOX EAVE RAFTER/CORNER POST CONNECTION DETAIL Not To Scale TS POST (12 GA FOR ROLL -UP DOOR FRAME) 2' x 2' x 2' 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAILIGIRT WITH #12-14x 3/4' SDPs TS NONSTRUCTURAL HEADER (12 GA FOR ROLL -UP DOOR FRAME) TS WINDOW RAIL (OR GIRT FOR VERTICAL SIDING OPTION) NON-STRUCTURAL HEADER OR WINDOW RAIL TO POST CONNECTION DETAIL v Not To Scale MINIMUM 6' LONG TS NIPPLE SECURE WITH (4) #12-14x314' SELF -DRILLING FASTENERS ITS RAFTER POST NIPPLE TO 3116' BASE RAIL %2� r TS CONTINUOUS BASE RAIL RAFTER POST/ 3 BASE RAIL CONNECTION DETAIL Not To Scale TS RAFTER 2'x2'x2' 16 GA ANGLE CLIP SECURE TO POSTAND RAFTER WITH #12-14 x 314' SDF's, (2) ON TOP AND (2) ON SIDE OR TS END POST 2'x4' 16 GA PLATE SECURE TO EACH SIDE OF POST/RAFTER CONNECTION WITH (4) #12-14 x 314' SDPs, (2) ON POST, (2) ON RAFTER 7 END POST/RAFTER CONNECTION DETAIL Not To Scale mINIMUM 6' LONG TS NIPPLE SECURE WITH (4) #12-14 x 3/4' SELF -DRILLING FASTENERS NIPPLETO 3116 TSRAFTER POST (CORNER) BASE RAIL 1-1/2' x 1-1/2' x 2' 16 GA CLIP ANGLE, SECURE TO RAFTER POST AND BASE RAIL WITH (4) #12-14 x 314' SDFs TS CONTINUOUS BASE RAIL 4 END POST/BASE RAIL CONNECTION DETAIL Not To Scale N 2-1/4' FOR 16 GAUGE U-CHANNEL BRACE 12 GA FRAMING FASTENED TO THE POST AND 2-1/2' FOR RAFTER, WITH (2) #12-14x 3/4' 14 GA FRAMING SELF -DRILLING SCREWS AT EACH END (4 PER BRACE) BRACE SECTION Not To Scale BECHTOL ENGINU D'TESTI 605 WEST NEW YORKA \CE( 'q'j' DELAND, FLORIDA 3240 Certificate of Authorizgttbn o. o. 4538 omas Bechto, P.E.— Florida License o. ` �s • Al�ORION •��; . AL I�NG\• PROPOSED UTILITY STRUCTURE 5401 OLD DIXIE HIGHWAY FORT PIERCE, FLORIDA ana revised °"'c 9/17/18 —I BECHTOL ENGINEERING RR/mkb NTS AND 7F87ING, Inc caSunoWo GDoiraWx u. o+vsroN4otw. AND Wtvews MMM DMVM ®� RR R'°`�' G18002 dsawa•e•m x4onma� TB SHEET 3 OF 3