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Home My WebLink AboutProposed Utility Structurev FBC APPROVED PRODUCTS LIST PRODUCT CATEGORY SUB CATEGORY MANUFACTURER STRUCTURAL COMPONENTS ROOF DECK UNION CORRUGATING COMPANY 26 Gauge MasterRib Panel STRUCTURAL COMPONENTS I STRUCTURAL WALL EXTERIOR DOORS I SWINGING UNION CORRUGATING COMPANY 26 Gauge MasterRib Panel ELIXER DOOR AND METAL COMPANY Series 407 EXTERIOR DOORS I ROLL -UP I ASTA INDUSTRIES INC. Model 203 NOTE: 12 GA FRAMING IS 2-1/4" x 2-1/4" TUBE STEEL (TS). NIPPLES ARE 2" x 2" TS FOR 12 GA FRAMING. FRONT ELEVATION SCALE: 1/8' =1' LEFT END ELEVATION SCALE: 1/8' =1' OCCUPANCY GROUP: U GENERAL NOTES. CONSTRUCTION TYPE: II -a 1. THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, CONCRETE: COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT Concrete Shall Have a Minimum Specified Compressive Strength of 2500 PSI at28 Days. RISK CATEGORY: I APPROVAL LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, OR OTHER LOCAL ZONING No. &DATE REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. COVER OVER REINFORCING STEEL BUILDING ENCLOSURE TYPE: ENCLOSED For foundations, minimum concrete cover over reinforcing bars shall be: 2. THESE STRUCTURES ARE DESIGNED AS UTILITYISTORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF 3 inches in foundations where the concrete is cast against and permanently in contact WIND EXPOSURE CATEGORY: C SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS with the earth or exposed to the earth or weather, and 1-1I2 inches elsewhere. FL9555.2 NOT SPECIFICALLY ADDRESSED HEREIN, WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE Reinforcing bars embedded in grouted cells shall have a minimum clear distance of 114 ULTIMATE WIND SPEED (MPH): 150 06/23/15 AT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR inch for fine grout or 1/2 inch for coarse grout between reinforcing bars and anyface of a STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF ADDITIONAL LOADS. cell. Reinforcing bars used in masonry walls shall have a masonry cover (including NOMINAL DESIGN WIND SPEED (MPH): 116 grout) of not less than 2 inches for masonry units with face exposed to earth or weather FL9555.2 3. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR 1-1/2 inches for masonry units not exposed to earth or weather. MEAN ROOF HEIGHT (FEET): 16.06 06/23/15 STAINLESS STEEL. REINFORCING STEEL ROOF ANGLE (DEGREES): 14.0 4. FASTEN METAL ROOF AND WALL PANELS TO FRAMING WITH #12-14x 3W SELF DRILLING FASTENERS WITH The reinforcing steel shall be minimum Grade 40. FL17996.5 CONTROL SEAL WASHER @ 6' O.C. AVERAGE. DESIGN PRESSURES (PSF): 09/07/15 GALVANIZATION: 5. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 314' SELF DRILLING SCREWS WITHOUT CONTROL Metal accessories for use in exterior wall construction and not directly exposed to the ROOF: 28 3 FL8888.1 SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. weather shall be galvanized in accordance with ASTM A 153, Class B-2. Metal plate 281 connectors, screws, bolts and nails exposed directly to the weather shall be stainless WALLS: 05/31/15 6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING steel or hot dipped galvanized. STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH SWINGING DOOR -30.7 6X6•W10.4XW10.4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED: REINFORCEMENT COMPLYING WITH ASTM C1116. 1. All reinforcement is bent cold; ROLL -UP DOORS: -29.0 2. The diameter of the bend, measured on the inside of the bar, is not less than six -bar 7. CONCRETE EXPANSION ANCHORS SHALL BE WEJ-IT ANKR-TITE MODEL ATi252, OR SLEEVE ANCHOR diameters; and MODEL HSA 1260, OR EQUIVALENT. 3. Reinforcement partially embedded in concrete shall not be field bent 8. POSTIRAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS. EXCEPTION: Where bending is to dowel bars bars 1710— Sor 7 9• SLAB FOUNDATION SU13GRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR necessary align with a vertical cell, partially /) embedded in concrete shall be permitted to be bent at a slope of not more than ST. LUCIE COU-NTY BLTLDr G D ION RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE FIFTH EDITION (2014) (FBC FE 2014) - inch of horizontal displacement to 6 inches ofvertical bar length. REVIEWED FOR I, RESIDENTIAL, AND SECTION 1816.1 OF THE FBC FE 2014- BUILDING. CE REVIEWED ' DATE PLANS AND PERMIT AIUST BE KEPT ON J( METAL FRAMING AND r? RReg TIMI WILL BE MADE. CARPORTS ANYWHERE P.O. BOX 776 STARKE, FL 32091 %EALED FASTENER IAROM', UG DRAWINGS ARE THE PROPERTY OF BECHTOL ME THE RESP0N jj1WW1 & TESTING, INC. AND CARPORTS ANYWHERE, INC. CONTRACTOR a G MAY NOT BE REPRODUCED WITHOUT THE W ONSENT 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, FIFTH EDITION (2014). THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA PLANS AND ALL F�iUFUSED WORK RIGHT END ELEVATION ARE SUBJECT TO ANY CORRECTIONS SCALE: 1/8'= P REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO ^�^^^ COMPLY WITH ALL APPLICA®LE BECHTOL ENGIN ND TESTI , IN 605 WEST NEW YORK 1 Nl .' . 2�3b DELAND, FLORIDA 3 t� Certificate of Authoriza)an }V��. VgR I ; Z_ omas Bechtol, N ' of rlorida License No. 385M ' .o''••. Fvo...'Q�. PROPOSED UTILI TUkff 8207 PENSACOLA ROAD FORT PIERCE, FLORIDA 10/16/17 BECHTOL ENGINEERING RR °C"1e NOTED mU� AND IE87INLr, Ina. coNsuuerG Gcarccrara. DMONVENru. am wm+ws TESM wMS0.4a®� TB G17002 Cy ditt10"�ML00m61@ � TB SHEET 1 OF 3 LEFT END POST/TRUSSED RAFTER FRAMING PLAN SCALE: 1/8' = V FRONT POST/TRUSSED RAFTER FRAMING PLAN SCALE: 1/8' =1' TS POST SIDING BEHIND DOOR FRAME NOT SHOWN FOR CLARITY OF DETAIL TS NON-STRUCTURAL HEADER `ANGLE CLIPS (TypicaQ SWINGING DOOR WITH JAM ASSEMBLY 0 TS POST �- INTERIOR 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO PURUNS WITH #12-14 x 3/4' SDPs WITH CONTROL SEAL WASHER @ AVERAGE G' O.C. SPACING 2 11 _ .. r. 3 26 GA GALVANIZED METAL WALL PANELS FASTENED TO POSTS AND SIDE PURUNS WITH #12-14 x3/4'SDPs WITH CONTROL SEAL WASHER@AVERAGE S'D.C. WELD ALLCHORD CONNECTIONS, BOTH SIDES SIDE PURLIN NOTE: CUT PURLINS AS NECESSARY FOR WINDOW AND DOOR OPENINGS. ROLL -UP AND SWINGING DOORS REQUIRE A SECTION OF PURLIN ACROSS THE TOP OF OPENING. WINDOWS REQUIRE A SECTION OF PURLIN TOP AND BOTTOM. TYPICAL INTERIOR POST/TRUSSED RAFTER SECTION SCALE: 1/8" = T A SECTION Not To Scale 1' 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. 26 METAL /'ROOF OFPANEL '---TS RAFTER I ROOF PANEL ATTACHMENT Not To Scale #12-14 x 3/4" SDF @ 12" O.C. EXTERIOR RIGHT END POST/TRUSSED RAFTER FRAMING PLAN SCALE: 1/8' =1' REAR POST/TRUSSED RAFTER FRAMING PLAN SCALE: 1/8' =1' #12-14 x 314' SDF @ 12' D.C. 3A. ROLL -UP DOOR GUIDE TO POST CONNECTION DETAIL Not To Scale CURTAIN: 26 GA. galvanized steel with baked on epoxy primer 8 polyester top coat BECHTOL ENIVIESM D TE$STINd' IN 605 WEST NEW YO<;K �}1VUl�j �nj DELAND, FLORIDA327 Certificate of Authorlti r Jo. 549 i T mas Bechtol, Florida License No.386 I-10 Ncop� PROPOSED UTILITY STRUCTURE 8207 PENSACOLA ROAD FORT PIERCE, FLORIDA 10/16/17 Er BECHTOL ENGINEERING RR NITS AND TES77NG, /na '� TB G17002 CGNSGLTNG GEo7FLlGM FNV6MME WN- AND W MALi TMM ENMNEM �"'Ai°obtl ftGDODM """G"@ TB SHEET 2 OF 3 r TS BOX EAVE RAFTER MINIMUM 6' LONG TS NIPPLE NIPPLE TO 3/16' SECURE WITH (4) #12-14 x 3/4' INSTALL 1l2' x 6' EXPANSION ANCHOR RAFTER — MINIMUM 6' LONG TS NIPPLE SELF -DRILLING FASTENERS THROUGH BASE RAIL WITHIN 6' OF EACH SECURE WITH (4) #12-14 x 3l4' RAFTER POST ALONG SIDES 48' 16 GA U-CHANNEL BRACE SELF -DRILLING FASTENERS TS RAFTER POST (CORNER) BRACE ANGLE SHALL BE MIN. 45` NIPPLETO 3116' TO MAX. 60' FROM HORIZONTAL BASE RAIL o 1-112' x 1-1/2' x 2' 16 GA CLIP ANGLE, SECURE TO RAFTER E POST AND BASE RAIL MINIMUM 2-1/4' EMBEDMENT WITH (4) #12-14 x 314' SDFs TS RAFTER POST v GROUND SURFACE NIPPLE TO 3116' • / // // / a. MINIMUM 6' LONG TS NIPPLE BASE RAIL o TS CONTINUOUS BASE RAIL SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14x 314' * SELF -DRILLING FASTENERS of TS CONTINUOUS BASE RAIL MONOLITHIC CONC. FOOTING (25W PSI MIN.) TS RAFTER POST REINFORCED WITH 2 #Bs CONTINUOUS (SEE CONCRETE NOTES ON SHEET 2OF 3) CONCRETE MONO. SLAB BASE RAIL ANCHORAGE 1 Not To Scale TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER TS END POST OR DOOR/ WINDOW FRAME POST TS NONSTRUCTURAL HEADER, BASE RAIL, OR WINDOW RAIL TxTxT 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORDIRAIL WITH (4) #12-14x 314- SDF's, (2) ON BOTTOM AND (2) ON SIDE NOTE: AT ROLL -UP DOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CLIP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. POST TO NON-STRUCTURAL HEADER, BASE �RAI�Ls,�OR WINDOW RAIL CONNECTION DETAIL 5 TS BOW RAFTER OR RAFTER POST MINIMUM 6' LONG TS NIPPLE SECURE WITH (4) #12-14x 3/4' \ i , SELF -DRILLING FASTENERS DBL TS HEADER BOX EAVE RAFTER/CORNER POST CONNECTION DETAIL L Not To Scale TS POST Y x T x 2' 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIIJGIRT WITH #12-14 x 3W SDFs TS NONSTRUCTURAL HEADER TS WINDOW RAIL (OR GIRT FOR VERTICAL SIDING OPTION) NON-STRUCTURAL HEADER OR WINDOW 6 RAIL TO POST CONNECTION DETAIL Not To Scale MINIMUM 6' LONG TS NIPPLE SECURE EACH WITH (4) #12-14x 3/4- SELF-DRILLING FASTENERS POST CONTINUOUS BASE RAIL RAFTER POST/ 3 BASE RAIL CONNECTION DETAIL TS TxT& 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH #12-14 x 314' SDF'S, (2) ON TOP AND (2) ON SIDE OR TS END POST 2'x V 16 GA PLATE SECURE TO EACH SIDE OF POSTIRAFTER CONNECTION WITH (4) #12-14 x 314' SDFs, (2) ON POST, (2) ON RAFTER END POST/RAFTER CONNECTION DETAIL Not To Scale N 2-1/4' FOR \,16 GAUGE U-CHANNEL BRACE 12 GA FRAMING FASTENED TO THE POST AND 3/16' NIPPLE TO 2-11T FOR RAFTER, WITH (2) #12-14 x 3/4' �\ BASE RAIL 3116' NIPPLE TO 14 GA FRAMING SELF -DRILLING SCREWS AT BASE RAIL EACH END (4 PER BRACE) BRACE SECTION RAFTER POST/DBL HEADER 9 CONNECTION DETAIL Not To Scale RAFTER POST/BASE 10 RAIL CONNECTION DETAIL Not To Scale 4 END POST/BASE RAIL CONNECTION DETAIL Not To Scale NIPF DBL 6' LONG TS NIPPLE lACH WITH (4) #12-14x 3W -LING FASTENERS TS POST (�_.`�DBLL EADER/POSTCONNECTION DETAIL le BECHTOL ENGINEERWKA0 f9@f1ge,I 605 WEST NEW YORKAVErrdKE 14SE DELAND, FLORIDA 32720 Certificate of zation a ✓� rO.3 W— Thomas Becht 1, P.E. 'w Florida License OF TOil n 1� r►ltltR7 PROPOSED L1TILI7F9ftdtffLr 8207 PENSACOLA ROAD FORT PIERCE, FLORIDA 0— 10116/17 MUBECHTOL ENG/NEER/NG RR 8C1e NTS AND rFsnNq mc. TB ern G17002 COIBUL7MG [N ctotrslelxJa., MMEWN. AM MAT014S TMNG ENfJ WS � d"'m" oxo5w ""1PO1®` TB SHEET 3 OF 3