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Home My WebLink AboutProposed Utility StructureENERAL NOTES: 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAILANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 2. THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY 1) 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 BEAT 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 STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. 4. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. 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. 6. CONCRETE SHALL HAVE 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 C1116. 7• CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LDT 1/2" x 5" OR EQUIVALENT OR WEJ-ITANKR-TITE MODELAT1252, OR SLEEVE MODEL HSA 1260, OR EQUIVALENT. 8. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLSAND 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 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. 10. 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. LEFT SIDE ELEVATION SCALE: 118" = V APPROVED PRODUCTS LIST PRODUCT CATEGORY I SUB CATEGORY I MANUFACTURER APPROVAL I No. & DATE STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596.1-R6 26 Gauge AG Panel 12/15/20 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R6 26 Gauge AG Panel 12/15/20 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5-R2 Series 407 02/28/21 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.3-R5 Steel Roll -Up Sheet Door - 16' Max. Width 12/16/20 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.4-R5 Steel Roll -Up Sheet Door - 10' Max. Width 12/16/20 SWIM FRONT ELEVATION SCALE: 1/8" = 1' SWIN( I- ____ RIGHT SIDE ELEVATION SCALE: 118" = 1' p j �.1 rq 22o i- O z"W otj r-, t C.2 `\II111111II/,, O No. 90753 .,0STATE OF40111106 CODE COMPLIANCE S 6 a LUCIE C®U TY 000 BECH I ERI ,�, DfIC. 605 RK UE' DELAND, FLORIDA�-32720- R Fi rUt r_ u 'i Digitally signed by Love B Patel Love B Pat e1ll"Date:2022.02.1412:32:38 Love B. Patel, P.E. Senior Engineer Love B. Patel, P.E., State of Florida, Professional Engineer, License No. 90753 This item has been digitally signed and sealed by Love B. Patel, P.E. on the date adjacent to the seal. Hinted copies of this document are not considered signed and sealed, and the signature must be verified on any electronic copies. OCCUPANCY GROUP: U CONSTRUCTION TYPE: II-B RISK CATEGORY: I BUILDING ENCLOSURE TYPE: ENCLOSED WIND EXPOSURE CATEGORY: C ULTIMATE WIND SPEED (MPH): 150 NOMINAL DESIGN WIND SPEED (MPH): 116 MEAN ROOF HEIGHT (FEET): 17.88 ROOF ANGLE (DEGREES): 14.0 INTERNAL PRESSURE COEFFICIENT: +0.18 /-0.18 DESIGN PRESSURES (PSF): ROOF: ZONE 1: +16.0 /-16.0 ZONE 2e: +16.0 /-16.0 ZONE 2n: +16.0 /-23.1 ZONE 2r: +16.0 /-23.1 ZONE 3e: +16.0 / -23.1 ZONE 3r: +16.0 / -38.7 WALLS: ZONE 4: +17.3 / -19.2 ZONE 5: +17.3 /-19.3 SWINGING DOOR: +22.0 /-28.8 ROLL -UP DOOR: +18.9 /-20.9 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). PROPOSED UTILITY STRUCTURE 471 WOODCREST DRIVE FORT PIERCE, SAINT LUCIE COUNTY, FLORIDA P'- °" 12/27/2021 BECHTOL ENGINEERING -n N CS a aE G NTS AND TESTING, inc. `"E`"E6 LP G21001 CONSULTNG GEOIECHNICAL, ENNROIA1ENrAL, ANO MATERVUS 1EG11NG ENGINEERS QnR IeWAMmre nNn.oOOW APPRGvEO TB / LP SHEET 1 OF 3 26 GA. GALVANIZED METAL WALL PANELS FASTENED TO POSTS ACCORDING TO REAR ELEVATION SCALE: 1/8" = 1' C 3 4' MAXIMUM s 4 — 3 3 14' 6 3 6'-8" 4 e 3 3 4' 3' 8' 12' 3' FRONT WALL POST/RAFTER FRAMING PLAN SCALE: 1/8" = 1' 4 r7 3 6 4 3 3 10' q Maximum 8 4 3 3 4' 10' 16' REAR WALL POST/RAFTER FRAMING PLAN SCALE: 1/8" = 1' 6" 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS ACCORDING TO MANUFACTUI TYPICAL INTERIOR POST/RAFTER FRAMING SECTION SCALE: 1/8" = 1' 1-1/2" 18 GAUGE FURRING CHANNEL FASTENED TO LEFT SIDE POST/RAFTER FRAMING PLAN SCALE: 1/8" = 1' No. 90753 Zz i~Q STATE OF '•FiORIDp`•'?�� r� COUNTY Bocc RIGHT SIDE POST/RAFTER FRAMING PLAN SCALE: 1/8" = 1' RAFTER TO 3/16^ 6" @ 30" O.C. INSTALL 1/2" x MINIMUM 5" TAPCON REDHEAD LDT RAFTER TS TRUSSED RAFTER 6" LONG TS NIPPLE ANCHOR OR 1/2" x MINIMUM 5-1/2" EXPANSION SECURE POSTS TO NIPPLES WITH ANCHOR THROUGH BASE RAIL WITHIN 6" OF EACH (4) #12-14 x 3/4" SELF -DRILLING SCREWS, RAFTER POSTS ALONG SIDES AND EVERY END NIPPLE TO ONE ON EACH SIDE @ 3" UP FROM WALLPOSTALONGEND WALL SECTIONS TRUSSED SPLICE JOINT RAFTER TS TRUSSED RAFTER CHORD, 4" MINIMUM 2" MINIMUM OR NON-STRUCTURAL HEADER x2"x2" 16 GA CLIP ANGLE TS END POST OR DOOR/ ff e3116 ECURE TO INSIDE POST NIPPLE TO 3/16" DBLTS RAFTER POST WINDOW FRAME POST 2"x2"x2" 16 GAANGLE CLIP MINIMUM 2-1/2" EMBEDMENT ND BASE RAIL SECURE TO POST EACH SIDEFTER CHORD TS BASEAMNDOW RAIL OR AND RAFTER CHORD/RAIL WITH ITH (4) #12-14 x 3/4" NON-STRUCTURAL HEADER (4) #12-14 x 3/4" SDF's, (2) ON DF's 2 ON TOP, 2 ON BOTTOM 1 (12 GA IF ROLL -UP DOOR FRAME) TOP OR BOTTOM, (2) ON SIDE. 12A U-CHANNEL BRACE 6" LONG TS E SHALL BE MIN. t45° SECURTO N WITH (4) DBLTS RAFTER POST DBLTS CONTINUOUS BASE RAIL #12-14 x 3/4" SDF's ONOLITHIC CONC. FOOTING (2500 PSI MIN.) POST TO RAIL, TRUSS CHORD, OR REINFORCED WITH 2#5'sCONTINUOUS TRUSSED RAFTER/DBL POST END POST/BASE RAIL CONN. NON-STRUCTURAL HEADER CONN. DETAIL - CONCRETE BASE RAILANCHORAGE CONNECTION DETAIL s 4 2 Not To Scale o Nt To Scale c- Not To Scale 1 Not To Scale TS POST (12 GA IF ROLL -UP DOOR FRAME) 6" LONG TS NIPPLE SECURE POSTS TO NIPPLES WITH 2" x 2" x 2" 16 GAANGLE CLIP (4) #12-14 x 3/4" SELF -DRILLING SCREWS, SECURE TO POST AND TOP OF 6" LONG NIPPLE ONE ON EACH SIDE @ 3" UP FROM HEADER, OR BOTTOM OF WINDOW E SECURE EACH WITH #RS x 3/4" SPLICE JOINT RAIUGIRT WITH (4) #12-14 x 3/4" SDF's °O E SELF -DRILLING FASTENERS (2) ON TOP OR BOTTOM, (2) ON SIDE ' ee rRAF 12 GATS POST GAANGLE CLIP POST AND NIPPLE TO 3/16" DBLTS RAFTER POST TS NON-STRUCTURAL HEADER ITH (4) #12-14 x 3!4" BASE RAIL 2"x2"x2" 16 GA CLIP ANGLE (12 GA IF ROLL -UP DOOR FRAME) N BOTTOM, SECURE TO RAFTER POST AND BASE RAILWITH (4) #12-14 x 3/4" SDF's i � TS BASE RAIL Iix PLATE � SECURE TO EACH SIDE OF TS BASE RAIL TS END POST POST/RAFTER CONNECTION TS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION(2) WITH (4) #12-14 x 3/4" SDF's, ON POST, (2) ON RAFTER3/16" �DBLTS NIPPLE TO CONTINUOUS BASE RAIL BASE RAIL NON-STRUCTURAL HEADER, WINDOW FRAMEOUT/ ROLL UP RAIL, OR GIRT TO POST CONN. DETAIL END POST/RAFTER CONN. DETAIL POST / BASE RAIL CONN. DETAIL 6 Not To Scale 8 Not To Scale END POST/BASE RAIL CONN. Not To Scale 5 Not To Scale REVIEWED ��W�� Il 1-1/EACH18 GAUGE GC12-14x CODE COMPLIANCE WITH/4"SFASTEF-D TO EACH RAFTER WITH (2) #12-14 x 3/4" SELF -DRILLING FASTENER SPACED NOT MORE THAN 48" O.C. c C STa LU CI E COUNTY 2-1/4" FOR ®CC 26 GA. METAL ROOF PANEL 12 GA FRAMING 2-1/2" FOR 14 GA FRAMING' vE B p4?' ��i 16 GAUGE U-CHANNEL BRACE �� 0-4�j BECHTOL ENGINEERING AND TESTING, INC. � ' 605 WEST NEW YORK AVENUE TS RAFTER �,�CENSF FASTENED TO THE POST AND i DELAND, FLORIDA 32720 RAFTER WITH (2) #12-14 x 3/4" SDF'S 1 Digitally signed by Love B AT EACH END (4 PER BRACE) NO. 90753 PROPOSED UTILITY STRUCTURE _ * :� •� * = Love B Pate ROOF PANELATTACHMENT * Date: = _ Date: 2022.02.1412:33:04 471 WOODCREST DRIVE BRACE SECTION ( 7'_ -05'00' Not To Scale Not To Scale '. FORT PIERCE, SAINT LUCIE COUNTY, FLORIDA �� Love B. Patel, P.E. •,• STATE OF �Q� Senior Engineer FIEID: DOTE 12/27/2021 '��OR�OP ' Love B. Patel, P.E., State Florida, Professional Engineer, License No. 90753 BECHTOL ENGINEERING e�E C, -% of CS NTS (� \ AND TESTING, Inc. This item has been d'gRaRysigned and sealed by Love B. Patel, P.E. LP Ri61 N0- G21001 on the date edacentta the seal. Printed oopiesod this document are not oassidered CONSULTING GEOTECHN .ENVIROWII0—, MD MATERwa M-M E—ERS signed and the be //it sealed, and signature must verified on my electronic copies. r<rtasa<.mwwre"m, N°omnsass """iO�TB/LP SHEET 3OF3 IIIt%"