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Home My WebLink AboutPROPOSED UTILITY STRUCTUREFBC APPROVED PRODUCTt r. . No. &DATE STRUCTURAL COMPONENTS ROOF DECK UNION CORRUGATING COMPANY FL9555.2-R4 26 Gauge MasterRib Panel 12/12/17 STRUCTURAL COMPONENTS STRUCTURAL WALL UNION CORRUGATING COMPANY FL9555.2-R4 26 Gauge MasterRib Panel 12/12/17 -EXTERIOR DOORS- SWINGING - EL-IXER-DOOR AND-METAL--COMPANY -FL17996.5-R1 Series 407 01/29/18 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1-R5 Model 203 10/07/11 _I ST. Lucie County, Permitting FRONT ELEVATION SCALE: 1/8'.,1, . . THESE PLANS AND ALL PROPOSE® WORK ARE SUBJECT TO ANY, COflRECTIONS : REQUIRED BY FlEW INSPECTORS THAT 1MY. DE_ NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. LEFT SIDE.ELEVATION SCALE: 1/8'=1 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE G,cuaaNcvcRouP: GENERAL NOTES: CONSTRUCTION TYPE: 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, INGRESSIEGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATIONS AND SLOPES, OR OTHER LOCAL ZONING RISK CATEGORY: REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. �- BUILDING'_EN CLOSURE 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 WIND EXPOSURE CATEGORY: 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): 3. ALL COMPONENTS AND CLADDING SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. NOMINAL DESIGN WIND SPEED (MPH): 4. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. MEAN ROOF HEIGHT (FEET): 5. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 1' SELF DRILLING SCREWS WITHOUT CONTROLSEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. ROOF ANGLE (DEGREES): -6.-GONCRETESHALL HAVE -A- MINIMUM. COMPRESSIVE- STRENGTH OF 2500 PSI AT-B DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL -DESIGN PRESSURES (PSF): BE REINFORCED WITH 6X6-W1 AXW1 .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: ZONE 2: 8. POST/RAFTER BRACING: BRACE ON EVERY POSTIRAFTER CONNECTION„EXCEPT FOR END WALLS AND GABLE ENDS. ZONE 3: - DESIGN ROOF PRESSURES: 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, SIXTH EDITION (2017) - RESIDENTIAL, AND SECTION 1816.1 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (2017) -BUILDING. MINIMUM ALLO ABLE FOUNDATION SOIL CONTACT BEARING PRESSURE WALLS: OF 21000 PSF IS ASSUMED. , b>!� ZONE 4: ZONE 5: 10. 14 GA FRAMING:"2-112' x 2-1/2'-TUBE STEELjTS) WITH 2-1/4' x 2-114' TS NIPPLES. ST. I:UCI E COUN DESIGN WALL PRESSURES: 12GAFRAMING: 2-1/4'x2-1/4'TSWITH2'x2'TSNIPPLES.. BUILDING DIVI N REVIEW SWINGING DOOR: FOR CO IANC ROLL -UP DOOR: DATE SWINGING DOOR PLANS A4 MUST.BE KEP' NO INSPECTION II I, o RIGHT SIDE ELEVATION SCALE: 118' ='l' IOR MADE 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. " REAR ELEVATION SCALE: 118' =1' py C 150 116 14.08 14.0 +16.0 / -25.9 +16.0 / -36.5 +16.0 / -57.6 +16.01.29.9 +26.7 / -29.1 +26.7 / -32.5 +26.71.29.8 +29.91.325 +28.01.30.7 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 NEXTREVISION OF THE FLORIDA BUILDING CODE. BECHITOL ENGINE] I11140, AND. 605 WEST NEW YORK QENUE DELAND, FLORIDA 32f2%L Certificate of Au_ tho aftan IE65d92 NO, S38 = omas Bechtol; E. Florida License No. �•7gT�O T'. EVA \\ ➢ V ''/�! / ► i l l l00. PROPOSED UTILITY STRUCTURE 4781 JORGENSEN ROAD FORT PIERCE, FLORIDA- .. 4/30/18 BECHTOL ENGINEERING ' . NM '�'�; .NOTEDMV . . AND791"N47n� coNwuao �mmaNru oN�aroEwx� A.6 �u>ott�s -i- dtn - "'°" MKE1 " "�"� .G18002 ArFr ®0 TB. SHEET 1 OF 3 'L A' FRONT POST[TRUSSED RAFTER FRAMING PLAN SCALE: VV =1' LEFT SIDE POST/TRUSSED RAFTER FRAMING PLAN SCALE: 118' = V CONCRETE: Concrete Shall Have a Minimum Specified Compressive Strength of 2500 PSI at28 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 contactwith 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 1/4 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 wells shall have a masonry cover (including grout) of not less than 2 inches for masonry unit with face exposed to earth or weather 1-112 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 shell be permitted to be bent at a slope of not more than 1 inch of horizontal displacement to 6 inches ofver ical bar length. 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS WITH (2) #12-14 x 1' SDPs WITH CONTROL SEAL WASHER @ MAXIMUM 9' O.C. SPACING WELD, CONTINUOUS, ALLSIDES, TOP AND BOTTOM TRUSS CHORDS 26 GA GALVANIZED METAL WALL PANELS FASTENED TO POSTS WITH (2) #12-14 x 1' SDPs WITH CONTROL SEALWASHER.@.MAXIMUM 9' O.C_SPACING. WELD ALLCHORD CONNECTIONS, BOTH SIDES 30 TYPICAL INTERIOR POST/TRUSSED RAFTER SECTION SCALE: 1/8' =1' 1' 16 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 314' SELF -DRILLING FASTENER SPACED NOT MORE THAN 48' O.C. 26 GA. METAL ROOF PANEL ( —TS RAFTER ROOF PANEL ATTACHMENT Not To Scale 2-1/4' FOR 16 GAUGE U-CHANNEL BRACE 12 GA FRAMING FASTENED TO THE POST AND 2-11T FOR RAFTER, WITH (2) #12-14x 3/4' 14 GA FRAMING SELF -DRILLING SCREWS AT EACH END (4 PER BRACE) BRACE SECTION - Not To Scale REAR POST[TRUSSED RAFTER FRAMING PLAN SCALE: 1/8' =1' RIGHT SIDE POSTITRUSSED RAFTER FRAMING PLAN SCALE: 1/8' =1' R H GE C BECHTOL ENGik NG AND TESTING,)Q 605 WEST NEW YORK AVENUE No. 38538 DELAND, FLORIDA-S2720 ; Certificate of AuthoriFatrg NA. 5492 1 -44 4— omas Becht , P.OIAII� F E. T Florida License 38 -k 'Q<ORIDP . . �ONALIE��`. PROPOSED UTILITY STRUCTURE 4781 JORGENSEN ROAD FORT PIERCE, FLORIDA ra3a BECHTOL ENGINEERING NM AND JESTING, Ina mrau�mm cm>Ecremx D&I'M auL, M uATIUMS 7ESrM Dxxraces C.vk adamxr fto� 4/30/18 °C" E NITS °RQLa G18002 SHEET 2 OF 3 THROUGH BASE RAIL WITHIN 6' OF EACH BOW ALONG SIDES OR INSIDE EVERY OTHER END WALL POST ALONG END WALL SECTIONS MINIMUM 2-1/4' EMBEDMENT GROUND SURFACE MONOLITHIC CONC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2 #6s CONTINUOUS r,_-�_CONCRETE MONO. SLAB BASE RAIL ANCHORAGE � Not To Scale TS TRUSSED RAFTER CHORD, OR NON-STRUCTURAL HEADER TS END POST OR DOOR/ WINDOW FRAME POST TS NONSTRUCTURAL HEAL (12 GA FOR ROLL -UP DOOR FRAA BASE RAIL, OR WINDOW R 2'xTx2' 16 GA ANGLE CUP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH (4) #12-14 x 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 RAIL OR WINDOW RAIL CONNECTION DETAIL 5 Not To Scale TS BOX EAVE RAFTER NIPPLE TO\ 311 RAFTER 48' 16 GA U-CHANNEL BRACE BRACE ANGLE SHALL BE MIN.45' TO MAX. 60° FROM HORIZONTAL MINIMUM 6' LONG TS NIPPLE SECURE RAFTER AND POST --TO NIPPLE WITH (4J#12-14 x 3/4' SELF -DRILLING FASTENERS of TS RAFTER POST BOX EAVE RAFTER/CORNER POST CONNECTION DETAIL L Not To Scale TS POST (12 GA FOR ROLL -UP DOOR FRAME) 2' x 2' x 2' 16 GA ANGLE CLIP SECURE TO POST AND TOP OF HEADER, OR BOTTOM OF WINDOW RAIL/GIRT WITH #12-14 x 3/4' SOPS TS NONSTRUCTURAL HEADER (12 GA FOR ROLL -UP DOOR FRAME) TS OR IRT FOR VERTICAL SIDING ING OPT FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER OR WINDOW 6 RAIL TO POST CONNECTION DETAIL Not To Scale NIPPLETO 3116' BASE RAIL SECURE WITH (4) #12-14 x 3/4' SELF -DRILLING FASTENERS -TS RAFTER POST f TS CONTINUOUS BASE RAIL i RAFTER POST/ BASE RAIL CONNECTION DETAIL 3 Not To Scale TS 2'x2'x2' 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH #12-14x 3/4' SOPS, (2) ON TOP AND (2) ON SIDE OR TS END POST 2'x V 16 GA PLATE SECURE TO EACH SIDE OF POST/RAFTER CONNECTION WITH (4) #12-14 x 3W SDFs, (2) ON POST, (2) ON RAFTER 7 END POST/RAFTER CONNECTION DETAIL Not To Scale NIPPLETO 3116' BASE RAIL ,—MINIMUM 6' LONG TS NIPPLE SECURE WITH (4) #12-14x 3l4' SELF -DRILLING FASTENERS TS RAFTER POST (CORNER) 1-1/2' x 1-112' x 2' 16 GA CLIP ANGLE, SECURE TO RAFTER \i i POST AND BASE RAIL „ i WITH (4) #12-14 x 3/4' SDFs �� TS CONTINUOUS BASE RAIL 4 END POST/BASE RAIL CONNECTION DETAIL Not To Scale 3116' WELD, BOTH SIDES, TOP AND BOTTOM (TYPICAL ALL TRUSS POSTS) TS POST 3/16' WELD, CONTINUOUS, ALL FOUR SIDES, TOP AND BOTTOM TRUSS CHORDS TRUSSED RAFTER CENTER CONNECTION DETAIL 8 Not To Scale \\"\�\%IIII )////// BECHTOL ENGINtE a14p"j 7 i 605 WEST NEW YORfG�tV DELAND, FLORIDA ,Z2720 ' • •• O i Certificate of Authorimfion No.549 Thomas Becht P. Florida License STATE s• i •' . ORIDA •.•'� � � //oNgL iENG\ PROPOSED UTILITY STRUCTURE 4781 JORGENSEN ROAD FORT PIERCE, FLORIDA 4130118 BECHTOL ENG/NEERM o NM NTS AND TE87YAf y hw- '0 MKB '"OLNO G18002 � TB SHEET 3 OF 3