The URL can be used to link to this page

Home My WebLink About6103 Fort Pierce Boulevard LBP DSSSCALE: 1/8" = 1' FRONT ELEVAT ION SCALE: 1/8" = 1' RIGHT SIDE ELEVAT ION PROPOSED UTILITY STRUCTURE 6103 FORT PIERCE BOULEVARD FORT PIERCE, SAINT LUCIE COUNTY, FLORIDA NOTE: 12 GA FRAMING NM MKB TB 10/8/2021 NTS G21001 SHEET 1 OF 3 FIELD: APPROVED: SCALE: CHECKED: DRAWN: PROJ. NO.: DATE: BECHTOL ENGINEERING AND TESTING, inc. Certificate of Authorization No. 00005492 REAR ELEVAT ION SCALE: 1/8" = 1'SCALE: 1/8" = 1' LEFT SIDE ELEVAT ION FRONT WALL AND DOORS RECESSED 10' SWINGING DOORROLL-UP DOOR ROLL-UP DOOR ROLL-UP DOOR PRODUCT CATEGORY STRUCTURAL COMPONENTS STRUCTURAL COMPONENTS EXTERIOR DOORS EXTERIOR DOORS EXTERIOR DOORS MANUFACTURERSUB CATEGORY ROOF DECK STRUCTURAL WALL SWINGING ROLL-UP ROLL-UP CAROLINA CARPORTS, INC. 26 Gauge AG Panel CAROLINA CARPORTS, INC. 26 Gauge AG Panel ELIXIR DOOR AND METAL COMPANY Series 407 CAROLINA CARPORTS, INC. Steel Roll-Up Sheet Door - 8' Max. Width CAROLINA CARPORTS, INC. Steel Roll-Up Sheet Door - 10' Max. W idth APPROVED PRODUCTS LIST APPROVAL No. & DATE FL6596.1-R6 12/15/20 FL6702.1-R6 12/15/20 FL17996.5-R2 02/28/20 FL16806.2-R5 12/16/20 FL16806.4-R5 12/16/20 METAL FRAMING AND SIDING PREFABRICATED BY CAROLINA CARPORTS, INC. P.O. BOX 1263 DOBSON, NORTH CAROLINA 27017 THESE ENGINEERING DRAWINGS ARE THE PROPERTY OF BECHTOL ENGINEERING & TESTING, INC. AND CAROLINA CARPORTS, INC. THESE DRAWING MAY NOT BE REPRODUCED WITHOUT THE WRITTEN CONSENT OF BECHTOL ENGINEERING & TESTING, INC., AND CAROLINA CARPORTS, 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, SEVENTH EDITION (2020). OCCUPANCY GROUP: CONSTRUCTION TYPE: RISK CATEGORY: BUILDING ENCLOSURE TYPE: WIND EXPOSURE CATEGORY: ULTIMATE WIND SPEED (MPH): NOMINAL DESIGN WIND SPEED (MPH): MEAN ROOF HEIGHT (FEET): ROOF ANGLE (DEGREES): INTERNAL PRESSURE COEFFICIENT: DESIGN PRESSURES (PSF): ROOF: ZONE 1: ZONE 2e: ZONE 2n: ZONE 2r: ZONE 3e: ZONE 3r: WALLS: ZONE 4: ZONE 5: SWINGING DOOR: ROLL-UP DOOR: U II-B I PARTIALLY ENCLOSED C 150 116 13.88 14.0 +0.55 / -0.55 +16.0 / -19.8 +16.0 / -19.8 +16.0 / -29.2 +16.0 / -29.2 +16.0 / -29.2 +16.0 / -44.3 +24.6 / -26.5 +24.6 / -27.6 +28.2 / -31.0 +26.4 / -31.0 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 ELEVAT ION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. THESE STRUCTURES ARE DESIGNED AS NON-HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY I) 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 CAROLINA CARPORTS, 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. ALL STEEL TUBING SHALL BE 50 KSI GALVA NIZED STEEL. ALL FASTENERS SHALL BE GALVA NIZED OR STAINLESS STEEL. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 3/4" SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6x6 - W1.4xW1.4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C111 6. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LDT 1/2" x 5" OR EQUIVALENT OR WEJ-IT ANKR-TITE MODEL AT 1252, OR SLEEVE MODEL HSA 1260, OR EQUIVALENT. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE SEVENTH EDITION (2020) - RESIDENTIAL, AND SECTION 1816.1 OF THE FLORIDA BUILDING CODE SEVENTH EDITION (2020) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED. 14 GA FRAMING: 2-1/2" x 2-1/2" TUBE STEEL (TS) WITH 2-1/4" x 2-1/4" TS NIPPLES. 12 GA FRAMING: 2-1/4" x 2-1/4" TS WITH 2" x 2" TS NIPPLES. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. GENERAL NOTES: signed and sealed, and the signature must be verified on any electronic copies. on the date indicated here. Printed copies of this document are not considered This item has been digitally signed and sealed by Love B. Patel, P.E. 605 WEST NEW YORK AV ENUE BECHTOL ENGINEERING AND TESTING, INC. Love B. Patel, P.E., State of Florida, Professional Engineer, License No. 90753 Senior Engineer Love B. Patel, P.E. DELAND, FLORIDA 32720 26 GA. GALVA NIZED METAL ROOF PANELS FASTENED TO PURLINS ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS 24" 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4" SDF's AT EACH END (4 PER BRACE) 24' TYPICAL INTERIOR RAFTER/POST FRAME SECTION 3 2 1-1/2" 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4" SELF-DRILLING FASTENER SPACED NOT MORE THAN 48" O.C. LEFT SIDE RAFTER/POST FRAMING PLAN SCALE: 1/8" = 1' SCALE: 1/8" = 1' 3 1 26 GA. GALVANIZED METAL WALL PANELS FASTENED TO POSTS ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS 12 3 6" 5' Maximum 3 3 NM MKB TB NTS SHEET 2 OF 3 FIELD: APPROVED: SCALE: CHECKED: DRAWN: PROJ. NO.: DATE: BECHTOL ENGINEERING AND TESTING, inc. Certificate of Authorization No. 00005492 10' REAR END WALL RAFTER/POST FRAMING PLAN SCALE: 1/8" = 1' RIGHT SIDE RAFTER/POST FRAMING PLAN SCALE: 1/8" = 1' 10/8/2021 G21001 RECESSED FRONT WALL RAFTER/POST FRAMING PLAN SCALE: 1/8" = 1' 1 3 5' Maximum 5 3 3 8 3 7 2'9' 8' 6 3 3 4 FRONT WALL 30' ENCLOSED 10' OPEN 3' 2' 6'-8" 11 3 3 9 3 1 8'8' 3 5 8 3 6 3 8' 8' 4 3 3 7 5' Maximum 8' 2'9' 30' ENCLOSED 5' Maximum 10' OPEN 6" FRONT WALL 3 3 10'23'40' PROPOSED UTILITY STRUCTURE 6103 FORT PIERCE BOULEVARD FORT PIERCE, SAINT LUCIE COUNTY, FLORIDA signed and sealed, and the signature must be verified on any electronic copies. on the date indicated here. Printed copies of this document are not considered This item has been digitally signed and sealed by Love B. Patel, P.E. 605 WEST NEW YORK AV ENUE BECHTOL ENGINEERING AND TESTING, INC. Love B. Patel, P.E., State of Florida, Professional Engineer, License No. 90753 Senior Engineer Love B. Patel, P.E. DELAND, FLORIDA 32720 3 1 3 1 3 8 3 4 4' 10" 10 3 NM MKB TB NTS SHEET 3 OF 3 FIELD: APPROVED: SCALE: CHECKED: DRAWN: PROJ. NO.: DATE: BECHTOL ENGINEERING AND TESTING, inc. Certificate of Authorization No. 00005492 10/8/2021 G21001 PROPOSED UTILITY STRUCTURE 6103 FORT PIERCE BOULEVARD FORT PIERCE, SAINT LUCIE COUNTY, FLORIDA signed and sealed, and the signature must be verified on any electronic copies. on the date indicated here. Printed copies of this document are not considered This item has been digitally signed and sealed by Love B. Patel, P.E. 605 WEST NEW YORK AV ENUE BECHTOL ENGINEERING AND TESTING, INC. Love B. Patel, P.E., State of Florida, Professional Engineer, License No. 90753 Senior Engineer Love B. Patel, P.E. DELAND, FLORIDA 32720 TS BASE RAIL 6" LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4" SELF-DRILLING FASTENERS RAFTER POST/BASE BASE RAIL CONNECTION DETAILRAFTER POST/DBL. HEADER DETAIL 12 GA TS POST 9 Not To Scale RAFTER POST/HEADER DETAIL10Not To Scale 11 Not To Scale 12 GA DOUBLE TS HEADER 3/16" DBL. HDR. NIPPLE TO BASE RAIL 3/16"NIPPLE TO 6" LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4" SELF-DRILLING FASTENERS 3/16"NIPPLE TO DBL. HDR.TS RAFTER POST 6" LONG TS NIPPLE SECURE WITH (4) #12-14 x 3/4" SELF-DRILLING FASTENERS1/8" 12 GA TS POST NON-STRUCTURAL HEADER CONN. DETAIL 2"x2"x2" 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH (4) #12-14 x 3/4" SDF's, (2) ON TOP OR BOTTOM, (2) ON SIDE 2"x2"x2" 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x 3/4" SDF's, (2) ON BOTTOM, (2) ON SIDE OR TS RAFTER 6" LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4" SDF's BOX EAVE RAFTER/POST DETAIL TS POST (12 GA IF ROLL-UP DOOR FRAME) TS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION 2" x 2" x 2" 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIL/GIRT WITH (4) #12-14 x 3/4" SDF's (2) ON TOP OR BOTTOM, (2) ON SIDE TS NON-STRUCTURAL HEADER (12 GA IF ROLL-UP DOOR FRAME) RAIL, OR GIRT TO POST CONN. DETAIL NON-STRUCTURAL HEADER, W INDOW 6 Not To Scale 2 Not To Scale TS RAFTER POST 6" 24" 16 GA U-CHANNEL BRACE (5' TO 7' POST) 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) BRACE ANGLE SHALL BE MIN. ±45° RAFTER NIPPLE TO 3/16" END POST/RAFTER CONN. DETAIL 2"x4" 16 GA PLATE SECURE TO EACH SIDE OF POST/RAFTER CONNECTION WITH (4) #12-14 x 3/4" SDF's, (2) ON POST, (2) ON RAFTER Not To Scale7 TS END POST TS BASE/WINDOW RAIL OR NON-STRUCTURAL HEADER (12 GA IF ROLL-UP DOOR FRAME) POST TO RAIL, TRUSS CHORD, OR 4 Not To Scale TS TRUSSED RAFTER CHORD, OR NON-STRUCTURAL HEADER TS END POST OR DOOR/ WINDOW FRAME POST 2" MINIMUM4" MINIMUM 12" MONOLITHIC CONC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 #5's CONTINUOUS CONCRETE BASE RAIL A NCHORAGE Not To Scale1 12" MINIMUM 2-1/2" EMBEDMENT INSTALL 1/2" x MINIMUM 5" TAPCON REDHEAD LDT ANCHOR OR 1/2" x MINIMUM 5-1/2" EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6" OF EACH RAFTER POSTS ALONG SIDES AND EVERY END WALL POST ALONG END WALL SECTIONS TS BASE RAIL FRAMEOUT/ ROLL UP POST / BASE RAIL CONN. DETAIL8Not To Scale BASE RAIL 3/16"NIPPLE TO 6" LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4" SELF-DRILLING FASTENERS 12 GA TS POST TS CONTINUOUS BASE RAIL POST/BASE RAIL CONN. DETAIL Not To Scale3 NIPPLE TO BASE RAIL 6" LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4" SDF's TS RAFTER POST 3/16" 1-1/2" x 1-1/2" x 2" 16 GA CLIP ANGLE SECURE TO POST AND BASE RAIL WITH (4) #12-14 x 3/4" SDF's, (2) ON TOP, (2) ON SIDE END POST/BASE RAIL CONN. 5 Not To Scale TS CONTINUOUS BASE RAIL TS RAFTER POST 6" LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4" SDF's