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Home My WebLink AboutPROPOSED UTILITY STRUCTURALFBC APPROVED PRODUCTS LIST ;PRODUCT CATEGORY SUB CATEGORY STRUCTURAL COMPONENTS ROOF DECK STRUCTURAL COMPONENTS STRUCTURAL WALL APPROVAL MANUFACTURER No..& DATE UNION CORRUGATING.COMPANY FL9555.27R4 26 Gauge MasterRib.Paoel 12/1M7 . UNION CORRUGATING COMPANY FL9555.2-R4 26 Gauge MasterRib'Panel 12/12/17 ii END ELEVATION - SCALE: 1/8' =1: 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 OTHERCOMPONENTS NOT LISTED IN THE FBC APPROVED P906UCTS:66T (THIS SHEET), AND NOT PROVIDED AND.INSTALLED BY CARPORTS . ANYWHERE, 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 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 6. ALL FIELD FRAMING CONNECTIONS SHALL_ BE#12-14x314'SELFDRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. 6. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6' OF EVERY POST LOCATION, AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT. 7. POSTIRAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR ENO WALLS AND GABLE ENDS. 8: 14 GA FRAMING: 2-112' x 2-1/2'.TUBE STEEL (TS) WITH 2-1/4' x 24/4' TS NIPPLES. 12 GA FRAMING: 2-1%4' x 2-1/4' TS WITH 7 x Y TS NIPPLES. 9).. . ST. LUCIE COUNTY BUILDING D SION REVIEWED FOR COMP NC REVIEWE BY. DATE PLANS AND PERMIT UST BE KE N JOB SITE OR NO INSPECTION(S) III BE MADE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY VJrrH ALL APPLICABLE CODES. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD SIDE ELEVATION SCALE: US' =1' " FILE COPY 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): 11.71 ROOF ANGLE (DEGREES): 14.0 DESIGN PRESSURES (PSF): ROOF:' ZONE t +16.0 /-25.9 ZONE 2 +16.0 / -3H ZONE 3: +16.0 /-57.6 DESIGN ROOF PRESSURES: +16.01.30.5 WALLS. ZONE 4: +26.71-29.1 -ZONE 5: +26.7 / -325 DESIGNWALLPRESSURES: +26.71.29.9 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, IN.C. AND CARPORTS ANYWHERE, INC. THESE DRAWING. MAY NOT BE REPRODUCED:WITHOUT THE WRITTEN CONSENT OF BECHTOLENGINEERING & TESTING, INC., AND CARPORTS ANYWHERE; INC; . THIS I CERTIFY THAT THE, CALCULATIONS AND SPECIFICATIONS. iiiE EEIN HAVE BEEN PREPARED BY THE UNDERSIGNED 7 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. BECHTOL.ENGI {plf (Iic 605. WEST NEW YO GNSt; Q DELAND, FLORIDA .. " Certificate of Authoa ` c. h 538 . Thomas Bechtd. Florida License N -(V ` TA O� S Low", ONX- /lllll PROPOSED UTILITY STRUCTURE 5746 CLYDESDALE LANE FORT PIERCE, FLORIDA. P_ wre 5/8/78. BECHTOL ENGINEERM0 ' NM NTS ' AND TEMNA b* ompm MKB: 'G18002 . arninnc osnmWA DMRMMDmu. um Uwm+ws TMIM nicoms drWawm�ora®m � TB SHEET 1'OF 2 26 GA. GALVANIZED METAL ROOF PANELS FASTENED 26 GA. GALVANIZED METAL WALL PANELS FASTENED TO RAFTERS WIH.(2) #12-14 x 1' SDF's WITH CONTROL TO POSTS WITH (2) #12-14 x V SDFs WITH CONTROL SEAL WASHER @ MAXIMUM 9' O.C. SPACING SEAL WASHER @ MAXIMUM 9' O.C. SPACING .4 41Y 2 2- 12 Q3 2 Maximum 24' 16 GA t1-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDFsAT b a . EACH END (4 PER BRACE) 5' Maximum 2 2 _ 2 24' GROUND"ANCHOR (Typical, See Note 6, Street 1 of 2) .. END PO$TIRAFTER FRAMING PLAN TYPICAL, INTERIOR POST/RAFTER FRAME SECTION SIDE RAFTER/POST FRAMING PLAN SCALE: 1/8' =1' SCALE: 1/8' =.1' SCALE:: 1/$ =1,. DRILL 5/8' HOLE THROUGH HE 2' WASHERS TS BOX EAVE RAFTER . BASE RAIL AND SECURE TO NiPatEiO srls ANCHOR EYE WITH W DIAMETER TS CONTINUOUS RAFTER TS BOX EAVE RAFTER THROUGH -BOLT BASE RAIL MINIMUM 6' LONG TS NIPPLE. SECURE WITH (4) #12-14z314 NIPPLE TO .3/16' TOP, OF ASPHALT PAVEMENT SELF -DRILLING FASTENERS. RAFTER OR STABLE GROUND SURFACE MINIMUM 48' 16'GA U-CHANNEL BRACE 1-1/2' x 1-112' x2' 16 GA ANGLE CLIP BRACE ANGLE SHALL BE MIN.45° TS POST. SECURE TO,BOX EAVE RAFTER AND ° TO MAX. 6W_FROM HORIZONTAL 6' NOTE: NO BRACE AT END WALL SDF's, (2ON OP, (2) ON BOTTOM SET BRACE AT 1ST POSTIRAFTER TS RAFTER POST ° CONNECTION FROM GABLE. NIPPLETO 3116' �. EYE ANCHOR (SEE BRACE SECTION) 6ASE RAIL TS.CONTIN000S BASE RAIL 1-1/2'.x 1-U2' x 2' 16 GA ANGLE CLIP 5/8' ROD 48' LONG SECURE TO. RAFTER POST AND GABLE TS GABLE RAIL WITH 6' HELIX RAIL WITH (4)1/4'x1' SDFs MINIMUM 6' LONG TS NIPPLE 2 ON TOP, 2 ON SIDE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14x 31C SELF DRILLING FASTENERS • MINIMUM 6' LONG TS NIPPLE TS RAFTER POST TS RAFTER POST SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4' SDFs BOX SAVE RAFTER/CORNER. POST RAFTER POST/ BOX SAVE RAFTER.GABLE RAIL TO GROUND BASE RAIL ANCHORAGE CONNECTION DETAIL BASE RAIL CONNECTION DETAIL RAFTER POST CONNECTION DETAIL - To Not To Srak Not Scale Not To Scale Not To Scale ' BECHTOLENGII� AFGA`0}�tNG, 1'16GAUGEFURRINGCHANNELFASTENEDTOEACH RAFTER 605 WEST NEW 1'O�t ut '. i WITH (2)#1244 x 31C SELF -DRILLING FASTENER SPACED DELAND, FLORIDAl32720 , NOT MORE THAN 48' O.C. Certificate of Auttio zati n PA 6492 .38538 26 GA. METAL ROOF PANEL O ` •.•. STATE OF Flonda License No., —_A 2-114.' FOR 16 GAUGE U-CHANNEL BRACEFASTENED 12 TO THE POST 31° 2--112' FORNG RAFTER, NTH (2) #12-14 TS RAFTER 14 GA FRAMING SELF -DRILLING SCREWS AT EACHEND (4 PER BRACE) ROOF PANEL ATTACHMENT BRACE SECTION Not To scale PROPOSED UTILITY STRUCTURE Not To Scale 5746 CLYDESDALE LANE FORT PIERCE, FLORIDA . 5/8118 BECHTOL ENG/NEER/NG NTS AND TE8TO lira MKB . '"O1d G18602 coxisxomm xrmmmocK xi MMME)Uv_. �vm UMAS nsxom waxxxas _ . cwm mcf ° mmammm w•Roea TS SHEET 2 OF 2