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Home My WebLink AboutPROPOSED UTILITY STRUCTURE PLANSFBC APPROVED PRODUCTS LIST SUB CA STRUCTURAL COMPONENTS ROOF DECK STRUCTURAL COMPONENTS I STRUCTURAL WALL EXTERIOR DOORS EXTERIOR DOORS FRONT ELEVATION SCALE: 1/8'.=1, LEFT SIDE ELEVATION SCALE: 1l8' =1' SWINGING ROLL -UP MAN UNION CORRUGATING COMPANY 26 Gauge MasterRib Panel FABRAL 26 Gauge Grandbeam Panel 26 Gauge MasterRib Panel ELIXER DOOR AND METAL COMPANY Series 407 ASTA INDUSTRIES INC. Model 203 OCCUPANCY GROUP: U GENERAL NOTES: 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM; COMPONENTS AND CLADDING, AND BASE RAILANCHORAGE. OTHER DESIGN CONSTRUCTION TYPE: II-B ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESSIEGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATIONS AND SLOPES, OR OTHER LOCAL ZONING RISK CATEGORY: I APPRE)VAL-- E-QUIREMENTS-ARE-THE-RESPONSIBILITY-OFOTHERS. No. & DATE 2. THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE BUILDING ENCLOSURE TYPE: ENCLOSED LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED WIND EXPOSURE CATEGORY: C PRODUCTS LIST (THIS SHEET), AND NOT PROVIDED AND INSTALLED BY CARPORTS ANYWHERE, 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. ULTIMATE WIND SPEED (MPH): 150 FL9555.2-R4 12/12/17 3. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. NOMINAL DESIGN WIND SPEED (MPH): 116 FL14081.1-R3 4. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. MEAN ROOF HEIGHT (FEET): 14.08 12I13/17 5. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14x 1' SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. ROOF ANGLE.(DEGREES): 14.0 _--fL9555T. -R4 -- --6—GONG _ UNrCUMPRES510E-STRENGTH70F250DPS1-Al 9UAYS7rREREINFORCI RAi3EdU-CON -- -DESIGN PRESSURES`(PSF)t --- -- - — — ----- 12/12/17 BE REINFORCED WITH 6X6-W1.4XW1.4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. ROOF: 7. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. ZONE 1: +16.0 / -25.9 FL17996.5-R1 ZONE 2: +16.0 /.36.5 01/29/18 8. POST/RAFTER BRACING: 13RACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. ZONE 3: +16.0 /-57.6 9• i` SLAB FOUNDATION'SUBGRADE SOILS SN.ALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE, SIXTH EDITION DESIGN ROOF PRESSURES: +16;01.29.9 FL8888.1-R5 (2017) - RESIDENTIAL, AND SECTION 16', 1 OF THE FLORIDA BUILDING CODE; SIXTH EDITION (2017) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE WALLS: 10/07/17 OF 2,000 PSF IS ASSUMED. ZONE 4: +26.7 / -29.1 ZONES: +26.71-32.5 10. 14 GA FRAMING: 2-1/2' x 2-1/2' TUBE STEEL ITS) WITH 2-1/4' x 2=1/$ TS NIPPLES. DESIGN WALL PRESSURES: +26.71.29.8 12 GA FRAMING: 2-11,Px 2-1/4' TS WITH 2' x_ 2' TS NIPPLES. SCANNED SWINGING DOOR: +29.91.34.7 BY ROLL -UP DOOR:. +28.01.31.1 St. Lucie County ' FTLE.COPY REAR ELEVATION SCALE: 1/8'=r' ST LUCIE COUh'Tv REVIEWED FOR REVIE _ DATE --? PLAN t . A D PEF, N MUST BE KEPT ON.J 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: i BECHTOL ENGINE G STING; 6. 605 WEST NEW YOROV J= 8 DELAND. FLORIDA 3L%720 ; Certificate ' ofAuthorIzz0M o,5,4 No,Au Thomas B tol; P.E. (E" ox Florida Lice PROPOSED UTILITY STRUCTURE 4680 JORGENSEN ROAD FORT PIERCE, FLORIDA. 0/18 MVSECHT.OL ENGINEEMN6 - . NM .rxe • NOTED AND '7ES AfA lim . COKSONG MTWMru, uNeGNUEimw mro WMAIS miING DONMM omaa MKB .. ioain _G1$002 G■�.r°w°"`r„"'°°°°°'°'' - wcwm TB.' ' SHEET 1 OF'3 WELD, CONTINUOUS, ALLSIDES, TOP AND BOTTOM TRUSS CHORDS 4' D . I T 8' 4 14' # 8' FRONT POST/TRUSSED RAFTER FRAMING PLAN SCALE: 118' =1' LEFT SIDE POST/TRUSSED RAFTER FRAMING PLAN SCALE: 1/8' =1' CONCRETE: Concrete Shall Have a Minimum Specified Compressive Strength of2500 PSI at 28 Days. COVER OVER REINFORCING STEEL For foundations, minimum concrete cover over reinforcing bars shall be: 3 inches in foundations where the concrete is cast against and permanently in contact with the earth or exposed to the earth or weather, and 1-1/2 inches elsewhere. Reinforcing bars embedded in grouted cells shall have a minimum clear distance of 114 inch for fine grout or 1/2 inch for coarse grout between reinforcing bars and any face of a cell. Reinforcing bars used in masonry walls shall have a masonry cover (including grout) of not less than 2 inches for masonry units with face exposed to earth or weather 1-1/2 inches for masonry units not exposed to earth or weather. REINFORCING STEEL: The reinforcing steel shall be minimum Grade 40. GALVANIZATION: Metal accessories for use in exterior wall construction and not directly exposed to the weather shall be galvanized in accordance with ASTM A 153, Class B-2. Metal plate connectors, screws, bolts and nails exposed directly to the weather shall be stainless steel or hot dipped galvanized. REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED: 1. All reinforcement is bent cold; 2. The diameter of the bend, measured on the inside of the bar, is not less than sic -bar diameters; and 3. Reinforcement partially embedded in concrete shall not be field bent EXCEPTION: Where bending is necessary to align dowel bars with a vertical cell, bars partially embedded in concrete shall be permitted to be bent at a slope of not more than 1 inch of horizontal displacement to 6 inches of vertical bar length. 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS WITH (2) #12-14 x 1' SDPs WITH CONTROL SEAL WASHER @ MAXIMUM S' O.C. SPACING WELD ALLCHORD CONNECTIONS, BOTH SIDES tN TYPICAL INTERIOR POST/TRUSSED RAFTER SECTION SCALE: 118' =1' 26 GA. GALVANIZED METAL WALL PANELS FASTENED TO POSTS WITH (2) #12-14 x 1' SDPs WITH CONTROL 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 ROOF PANEL ATTACHMENT Not To Scale 4' REAR POST/TRUSSED RAFTER FRAMING PLAN SCALE: 1/8' = V ■I�I�I�I�I�I�I�I�I�I�I� 0 v 7SIMP _ RIGHT SIDE POST/TRUSSED RAFTER FRAMING PLAN SCALE: 1l8' = V \\�11,111III//��/ H BECHTOL ENGINEERINt3 E f �1VG•. 605 WEST NEW YORK AVENUIr' •• Q � DELAND, FLORIDA 32720 .� � Certificate of Auth IN 0 8538 2-1/4' FOR 16 GAUGE U-CHANNEL BRACE Thomas Bechtol, E. Florida License No. 38538 �� •• STATE OF .' ,441 12 GA FRAMING FASTENED TO THE POST AND 2-1/2'FOR RAFTER, WITH (2) #12-14 x 31,V // •'•.F.ORIDP•'��G� /// SS 14 GA FRAMING SELF -DRILLING SCREWS AT EACH END (4 PER BRACE) 0 ��,, ONAL- `w \% BRACE SECTION Not To Scale PROPOSED UTILITY STRUCTURE 4680 JORGENSEN ROAD FORT PIERCE, FLORIDA 4/30/18 M BECHTOL ENG/NEERM o NIM °G1E NITS AND TES77NG, hm o MKB `qO1 is G18002 cONSULTNc WNEGHNx'ill. DMONIOUA. Aim NATIMALS Wnxo ENONEE M °"�,rm°°'"m°°' Gxa u APR O EQ TB SHEET 2 OF 3 TS BOX EAVE RAFTER MINIMUM 6' LONG TS NIPPLE NIPPLETO ins' SECURE WITH (4)#12-14x314' r INSTALL 112' x 5-1/2' EXPANSION ANCHOR THROUGH BASE RA1rWITHINS'OFEAC RAFTER E N4 IMUlul6' LO'4) SELF -DRILLING FASTENERS #1 1 SECURE WITH (4) #12-14x 314' BOW ALONG SIDES OR INSIDE EVERY 48' 16 GA U-CHANNEL BRACE SELF -DRILLING FASTENERS TS RAFTER POST (CORNER) OTHER END WALL POST ALONG END BRACE ANGLE SHALL BE MIN. 45• NIPPLETO 3116• WALL SECTIONS o TO MAX. 60• FROM HORIZONTAL BASE RAIL 1-1/2' x 1-1/2' x 2' 16 GA CLIP E _ _ _ ANGLE, SECURE TO RAFTER _ E 6' i POST AND BASE RAIL MINIMUM 2-1/4' EMBEDMENT i i WITH (4) #12-14 x 3W SDF's TS RAFTER POST , I GROUND SURFACE NIPPLETO 3116' BASE RAIL o TS CONTINUOUS BASE RAIL \/�\\�� ✓\\//\\�\\,,�\ MINIMUM 6' LONG TS NIPPLE SECURE RAFTERAND POST ' -TONIPPL-E-W ITHj4)#12-14x314'- SELF -DRILLING FASTENERS °I TS CONTINUOUS BASE RAIL MONOLITHIC CONC. FOOTING (2500 PSI MIN.) TS RAFTER POST • REINFORCED WITH 2 #Fs CONTINUOUS BOX EAVE RAFTER/CORNER POST RAFTER POST/ ' �� ONCRETE MONO. SLAB BASE RAIL ANCHORAGE ,, CONNECTION DETAIL BASE RAIL CONNECTION DETAIL END POST/BASE RAIL CONNECTION DETAIL Not7o sca e L Not To Scale Not To Scale Not To Scale TS TRUSSED RAFTER CHORD, OR NON-STRUCTURAL HEADER TS POST OR TSKFOR NIPPLE 3/16' ROLL -UP DOOR FRAME) D DBL HEADER TS RAFTER 2' x 2' x 2' 16 GA ANGLE CLIP SECURE TO POST AND TOP OF TS END POST OR DOORI HEADER, OR BOTTOM OF WINDOW MINIMUM 6' LONG TS NIPPLE WINDOW FRAME POST 2'x2'xT 16 GA ANGLE CLIP RAILIGIRT WITH #12-14 x 3/4' SOFs •• SECURE EACH WITH (4) #12-14x 314' TS NON-STRUCTURAL HEADER SECURE TO POST (EACH SIDE) AND �® SELF -DRILLING FASTENERS (12 GA FOR-STRUROLL-UP DOOR FRAME), RAFTER CHORD/RAIL WITH (4) #12-14 x 314' BASE RAIL, OR WINDOW RAIL SDF's, (2) ON BOTTOM AND (2) ON SIDE 2'xTxT 16 GA ANGLE CLIP NOTE: AT ROLL -UP DOOR OPENINGS, TS NON-STRUCTURAL HEADER SECURE TO POST AND POST SHOULD BE FLUSH WITH RAIL (12 GA FOR ROLL -UP DOOR FRAME) RAFTER WITH #12-14 x 3/4' END. CLIP POST TO RAIL ONLY ON SDF's, (2) ON TOP AND SIDE OPPOSITE THE OPENING. (2) ON SIDE L J L J 12 GA TS POST OR TS END POST 2'x4' 16 GA PLATE W RAIL (OR GIRT SECURE TO EACH SIDE OF ICAL SIDING OPTION) POST/RAFTER CONNECTION WITH (4) #12-14 x 3/4' SDFs, (2) ON POST, (2) ON RAFTER POST TO NON-STRUCTURAL HEADER, BASE NON-STRUCTURAL HEADER OR WINDOW p DBL HEADER/POST CONNECTION DETAIL RAIL, OR WINDOW RAIL CONNECTION DETAIL 5 �� RAIL TO POST CONNECTION DETAIL , END POST/RAFTER CONNECTION DETAIL $ Not To Scale V Not To Scale � Not To Scale Not To Scale 3116' WELD, BOTH SIDES, 3116' WELD, CONTINUOUS, ALL FOUR SIDES, TOP AND ��111111l11�/ \ / H • MINIMUM 6' LONG TS NIPPLE SECURE EACH WITH(4)#12-14x314' TOP AND BOTTOM BOTTOM TRUSS CHORDS (TYPICAL ALL TRUSS POSTS) \ BECHTOL ENGINEERING A��+' G, O TS RAFTER POST SELF -DRILLING FASTENERS 605 WEST NEW YORK AVENU� O �,� • , 0j i :. DELAND, FLORIDA 32720 ` Certificate of Auth tion N _ 3g538 •� 0 i MINIMUM 6' LONG TS NIPPLE SECURE 12 GA TS POST TS POST _ r WITH (4) #12-14 x 314' r, SELF -DRILLING FASTENERS I LLI TS CONTINUOUS BASE RAIL Thomas Becht Florida License No. 38538 ••• TE OF 12GADBLTSHEADER ° FLR� OV PCA •'•`• N / •......•• FSS1111111/ONAL 3116' NIPPLE TO BASE RAIL 3116' NIPPLE TO BASE RAIL PROPOSED UTILITY STRUCTURE 4680 JORGENSEN ROAD RAFTER POST/DBL HEADER RAFTER POST/BASE FORT PIERCE, FLORIDA 9 CONNECTION DETAIL 10 RAIL CONNECTION DETAIL 11 TRUSSED RAFTER CENTER CONNECTION DETAIL � "M 4/30/18 Not To Scale °"""x NIM Not To Scale Not To Scale BECHTOL ENGINEERING W� AND 7ES77N% Ina ""`a NTS MKB °"O1 "a G18002 °OMON° cEmECMIC.A.. DMRMmmt. Arm WATMn S TMNG ENMNEM SHEET 3 OF 3 TB