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Home My WebLink AboutPROPOSED UTILITY STRUCTURE.. CCUPANCYGROUP: oFBC U APPROVED PRODUCTS LIST GENERAL MOTES: CONSTRUCTION TYPE: II-B 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL RISK CATEGORY: I APPROVAL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, FINISH PRODUCT CATEGORY SUB CATEGORY MANUFACTURER FLOOR ELEVATIONS AND SLOPES, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. BUILDING ENCLOSURE TYPE: ENCLOSED No. &DATE 2. THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY I) 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, STRUCTURAL COMPONENTS ROOF DECK UNION CORRUGATING COMPANY FL9555.2-R4 OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST (THIS SHEET), AND NOT PROVIDED AND INSTALLED BY CARPORTS MP ULTIMATE WIND SPEED (MPH): 150 ANYWHERE, INC., WHICH EXERT ADDITIONAL. LOADS ON -THE STRUCTURE SHALL BE AT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC., 26 Gauge MasterRib Panel 12/12/17 SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. NOMINAL DESIGN WIND SPEED (MPH): 116 SCANNED STRUCTURACCONiPONENTS=STREC-Tt�CtNALt =UNION-CORRUGATING-C-OMP_-A —-L9555.2-R4_ 3. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. MEAN ROOF HEIGHT (FEET): 12.08 . 26 Gauge MasterRib Panel _ 12/12/17 a 4. y� ALL STEEL TUBING SHAiE8E50 KSt GALVANIZEnTEEPW_ -FASTENERS-SHALL--SEGALVANIZED-ORSTPJNLES5 STE_ - — - _ _ _ ` y _ QO�NGLE(DEGREES): 14.0 DESIGN PRESSURES (PSF): EXTERIOR DOORS SWINGING ELIXER DOOR AND METAL COMPANY FL17996.5-R1 5. ALL FIELD FRAMING CONNECTIONS SHALL BE 1F12-14 x 1' SELF DRILLING SCREWS WITHOU.T.CONTROLSEAL WASHER. ALL SHOP FRAMING Series 401 01/29/18 CONNECTIONS SHALL BE WELDED. 6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. ROOF: ZONE 1: +16.0 / -25. EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1-R5 CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH.6X6-W1.4XW1.4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH ZONE 2: +16.0 / -36.5 Mode1203 10107/17 SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. ZONE 3:. +16.6/-57:s 7. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252. OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. DESIGN ROOF PRESSURES: +16;01.30.6 8. POST/RAFTER BRACING: BRACE ON EVERY POSTIRAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. WALLS: ZONE 4: +26.71-29.1 9. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R3180 OF THE FLORIDA ZONE 5: DESIGN WALL PRESSURES: +26.7 / -32.5 +26.71.29.8 BUILDING CODE, SIXTH EDITION (2017) - RESIDENTIAL, AND SECTION 1816.1 OF THE FLORIDA BUILDING CODE, SIXTH EDITION.(2017) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSFIS ASSUMED. SWINGING DOOR: +29.91.34.7 10. 14 GA FRAMING: 2-1/2' x 2-1/2' TUBE STEEL (TS) WITH 2-1/4' x 2-114' TS NIPPLES. ROLL -UP DOOR: +28.01.31.1 12 GA FRAMING: 2-1/4' x 2-1/4' TS WITH 2' x Y TS NIPPLES. NOTE: 14 GA FRAMING. FRONT ELEVATION SCALE:'1/8'=1'- '. LEFT SIDE ELEVATION SCALE: 1/8' -1' RIGHT SIDE ELEVATION . SCALE: 1/8' =1' REAR ELEVATION SCALE: 1/81 a 11.. . 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 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. \\`1%111111/117/, BECHTOL ENGINEER D° ING, INC. :605 WEST NEW YORK AVENL ,' DELAND, FLORIDA 32720 38538 Certificate of dzafion N O• UJ Thomas Be tol, P.E. /� S'SA OF Florida Licen i53i i p, �ri� PROPOSED UTILITY STRUCTURE 8680 HIDDEN -PINES ROAD FT. PIERCE, FLORIDA . .rme ' .. - we .. 5l2/18 ,OECHTOL-ENGINEERING .RR. NOTED AND 7FSW NG, Ina TB. G18002 c0asutTWc cD)i[cwau- ea�¢ A4 AND MAMMS TWM DM*M . "°°°°°°"°'wwTB . SHEET 1 OF 3 TS BOX EAVE RAFTER MINIMUM 6' LONG TS NIPPLE NIPPLE To 3116 SECURE WITH (4) #12-14x 314' INSTALL 1/2' x 5.1/2' EXPANSION ANCHOR RAFTER SELF -DRILLING FASTENERS THROUGH BASE RAIL WITHIN 6' OF EACH MINIMUM 6' LONG TS NIPPLE BOW ALONG SIDES OR INSIDE EVERY 48' 16 GA U-CHANNEL BRACE SECURE WITH (4) #12-14 x 3/4- SELF -DRILLING FASTENERS TS RAFTER POST (CORNER) OTHER END WALL POST ALONG END BRACE ANGLE SHALL BE MIN.45' NIPPLETO 3/16' WALL SECTIONS o TO MAX. 60' FROM HORIZONTAL BASE RAIL 1-112' x 1-112' x 2' 16 GA CLIP E ANGLE, SECURE TO RAFTER POST AND BASE RAIL MINIMUM 2-1/4' EMBEDMENT 6' i i WITH (4) #12-14 x 3W SOF's TS RAFTER POST o GROUND SURFACE - — - - MINIMU—fJf6'TONGTSNIPP --- NIPPLETO 3/16' BASE RAILCONTINUOUS - - -101 _ -- -- — _ _ - _ . . , \/\�/. �\\/\\�\\,•�� ' - - - - _ _ - 12 SECURE RAFTER AND POST Q TO NIPPLE WITH (4) #12-14 x 3/4- SELF-DRILLING FASTENERS of TS CONTINUOUS BASE RAIL MONOLITHIC CONC. FOOTING (2500 PSI MIN.) TS RAFTER POST REINFORCED WITH 2 #Ss CONTINUOUS BOX EAVE RAFTER/CORNER POST RAFTER POST/ ��CONCRETE MONO. SLAB BASE RAIL ANCHORAGE CONNECTION DETAIL BASE RAIL CONNECTION DETAIL END POST/BASE RAIL CONNECTION DETAIL , 4 t Not To Scale L `� Not To Scale Not To Scate NOt TO Scale TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER 3n6' WELD, CONTINUOUS, TS POST 3116' WELD, BOTH SIDES, TOP AND BOTTOM ALL FOUR SIDES, TOP AND (12 GA FOR ROLL -UP DOOR FRAME) (TYPICAL ALL TRUSS POSTS) BOTTOM TRUSS CHORDS TS RAFTER 2' x T x 2' 16 GA ANGLE CLIP SECURE TO POST AND TOP OF TS END POST OR DOOR/ HEADER, OR BOTTOM OF WINDOW WINDOW FRAME POST 2'x2'xT 16 GA ANGLE CLIP RAIUGIRT WITH #12-14x 3/4' SDFs �e TS POST TS NONSTRUCTURAL HEADER SECURE TO POST (EACH SIDE) AND �e (12 GA FORNON-STRUCTURAL ROLL-UP DOOR FRAME), RAFTER CHORD/RAIL WITH (4) #12-14x 3/4- BASE RAIL, OR WINDOW RAIL SDF's, (2) ON BOTTOM AND (2) ON SIDE 2'x2x2' 16 GA ANGLE CLIP NOTE: AT ROLL -UP DOOR OPENINGS, TS NONSTRUCTURAL HEADER SECURE TO POST AND POST SHOULD BE FLUSH WITH RAIL (12 GA FOR ROLL -UP DOOR FRAME) RAFTER WITH #12-14 x 314' END. CLIP POST TO RAIL ONLY ON SDF'S, (2) ON TOP AND SIDE OPPOSITE THE OPENING. (2) ON SIDE OR TS END POST 2'x4' 16 GA PLATE TS WINDOW RAIL (OR GIRT SECURE TO EACH SIDE OF FOR VERTICAL SIDING OPTION) POST/RAFTER CONNECTION WITH (4) #12-14 x 3W SDFs, (2) ON POST, (2) ON RAFTER POST TO NON-STRUCTURAL HEADER, BASE NON-STRUCTURAL HEADER OR WINDOW �I TRUSSED RAFTER CENTER CONNECTION DETAIL RAIL, OR WINDOW RAIL CONNECTION DETAIL RAIL TO POST CONNECTION DETAIL END POST/RAFTER CONNECTION DETAIL 8 Not To Scale 5 6 7 Not To ScaleLi Not To Scale Not To Scale BECHTOL ENGINEERING A{ G 1' 16GAUGE FURRING CHANNEL FASTENED TO EACH ffi,[�.• 605 WEST NEW YORKAVENUE �� .t�+�N Cjy i �• RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING FASTENER SPACED DELAND, FLORIDA 32720 ; NOT MORE THAN 48' O.C. Certificate of Auth 'on No. ; NO. 385 26 GA. METAL ROOF PANELE3 Thomas Bach , P.E. - Florida Licens 2-1/4' FOR 16 GAUGE U-CHANNEL BRACE s/ r 12 GA FRAMING FASTENED TO THE POST AND ' / Q N \\\ L TS RAFTER 2-1/2' FOR RAFTER, 4' 14 GA FRAMING F DRILLWG(SCREws AT ROOF PANEL ATTACHMENT EACH END (4 PER BRACE) Not To Scale BRACE SECTION PROPOSED UTILITY STRUCTURE 8680 HIDDEN PINES ROAD Not To Scab FT. PIERCE, FLORIDA 5/2118 Er BECHTOL ENG/NEER/NG RR Nrs AND TE=NG, Ina TB G18002 CCl= Ma CEO1MW C/1, ervulosueitw Arm NNMKS TOTING [NCINa tS CaS" cf�N'00 W= TB SHEET 3 OF 3