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HomeMy WebLinkAboutProposed Utility StructureFBC APPROVED PRODUCTS LIST PRODUCT CATEGORY SUB CATEGORY MANUFACTURER STRUCTURAL COMPONENTS STRUCTURAL COMPONENTS EXTERIOR DOORS EXTERIOR DOORS ROOF DECK STRUCTURAL WALL SWINGING ROLL -UP ST. LUCIE COUNTY BUIL•QIN REVIEWED FOR COMPLIA REVIEWED BY DATE PLANS AND PEP.MjT MU L-Bd SITE OR NO INSPECTI (S) UNION CORRUGATING COMPANY 26 Gauge MasterRib Panel UNION CORRUGATING COMPANY 26 Gauge MasterRib Panel ELIXER DOOR AND METAL COMPANY Series 407 ASTA INDUSTRIES INC. Model 203 s.;.,. APPROVAL No. & DATE FL9555.2=R4 12/12/17 FL9555.2-R4 12/12/17 FL17996:5-R1 01/29/18 FL8888.1-R5 10/07/17 DIVISION i '*SE ANAND All, P03CM M�I;IC y SUS: JOT TO ATI Vi?Tr LQT10-FTS P.EQUI "; 0 W; FI aD IKAK( T 0 R S THAT ON JOB A'( d -, 9MS23,AJT- r IN d�i��r T© /ILL B MADE COMI° LY Iii"JITH Na L ILIC0,ME CODES, ,- . FRONT ELEVATION RIGHT SIDE ELEVATION' . SCALE: 1/8'=1' SCALE: 1/8• =1,. • . CONCEALED FAS I hNERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF REOOR 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 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 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. 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. 5: FRAMING AROUND ROLL -UP DOOR OPENINGS SHALL BE 12 GA TS POSTS AND 12 GA TS HEADERS HAVING CROSS SECTION MATCHING REMAINDER OF BUILDING FRAMING. 6. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14x 1' SELF DRILLING SCREWS vWTHOUT CONTROL'SEALWASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. 7. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF i500.PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40, CONCRETE SLAB` FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 AXW11 :4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185; OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. 8. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LDT 1/? x Y OR EQUIVALENT. 9. POSURAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. to. SLAB FOUNDATION SUBGRAD= 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 ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED. 11. 14 GA FRAMING IS 2-1/2.' x 2-1/2' TUBE STEEL (TS), NIPPLES ARE 2-1/0 x 2-1/4' TS FOR 14 GA FRAMING. EXCEPT AS NOTED IN NOTE 5ABOVE,12 GA FRAMING IS 2-1/4' x 2AX TS, NIPPLES ARE 2' x 2' TS FOR 12 GA FRAMING. LEFT SIDE ELEVATION SCALE: 1l8' =1' REAR ELEVATION SCALE: 1/8' =1' CONSTRUCTION TYPE: RISK CATEGORY: BUILDING ENCLOSURE TYPE: WIND EXPOSURE CATEGORY: ULTIMATE WIND SPEED (MPH): NOMINAL DESIGN WIND SPEED (MPH): MEAN ROOF HEIGHT (FEET): ROOF ANGLE (DEGREES): DESIGN PRESSURES (PSF): ROOF: ZONE 1: ZONE 2: ZONES: DESIGN ROOF PRESSURES: WALLS: ZONE 4: ZONE 5: DESIGN ROOF PRESSURES: SWINGING DOOR: ROLL -UP DOOR:: . METAL FRAMING AND SIDING PREFABRICATED BY CARPORTS ANYWHERE P.O. BOX 776 STARKE, FL 32091 THESE ENGINEERING DRAWINGS ARE THE. PROPERTYOF 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. ````�11IIIl��6poG4 BECHITOL ENGINI 605 WEST NEW YORK A DELAND, FLORIDA 3272 Certificate of AuthpkMr Thomas Bechtol, Florida License No. 38538 i 0F1E .0 A, ' C PROPOSED UTILITY STRUCTURE 7804 FORT WALTON AVENUE FORT PIERCE, FLORIDA_ AVBECHTOL ENG/NEERM ogre. NM 'r"e MD'7E8 G, inF aea¢a MKI3 noiM eWMTWO GENEMWW. DWPOOMA4 Arm UMMUS miMxi ENW9 7a e:drdi,adro.emrrL®mrm ,Mrrevea T13 ' U ... II-B I ENCLOSED C 160 124 14.08 14.0 +16.0 / -29.5 +16.0 / -41.5 +16.0 / -65.6 +16.0 /-33.6 +30.4 /-33.1 +30.4 /-37.0 +30.4 / -33.9 +34.01-37.0 t31:9 / -34.9 3/23/18 1 OF 3 FRONT POST/TRUSSED RAFTER FRAMING PLAN SCALE: 1/8' = T LEFT SIDE POSTITRUSSED RAFTER FRAMING PLAN SCALE: 1/8' =1' CONCRETE: Concrete Shall Have a Minimum Specified Compressive Strength of 2500 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 wit 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 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 sIx-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 displacementto 6 inches of vertical bar length. 26 GA GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS ACCORDING TO MANUFACTURERS INSTALLATION INSTRUCTIONS w• WELD ALLCHORD CONNECTIONS, BOTH SIDES TYPICAL INTERIOR POST/TRUSSED RAFTER SECTION SCALE: 1/8' =1' 26 GA GALVANIZED METAL WALL PANELS FASTENED TO POSTS ACCORDING TO MANUFACTURERS INSTALLATION INSTRUCTIONS RIGHT SIDE POSTITRUSSED RAFTER FRAMING PLAN SCALE: 1/8' =1' REAR POST/TRUSSED RAFTER FRAMING PLAN SCALE: 1/8' =1' 4' Maximum \ Io,ll Imm S����i� BECHTOL ENGINEal G AjA1b TES '�NUE � • TIt • � 605 WEST NEW YORKAUi DELAND, FLORIDA 327 Certificate of Aut _ 2-1 r Thomas Bechtol, .E. Florida License N . (� ••_�' ,� .•• �� TS BOX EAVE RAFTER MINIMUM 6' LONG TS NIPPLE NIPPLETO16'— SECURE WITH (4) #12-14x 314' INSTALL 112' x 5' TAPCON REDHEAD UNANCHOR RAFTER SELF -DRILLING FASTENERS THROUGH BASE RAIL WITHIN 6' OF EACH POST MINIMUM 6' LONG TS NIPPLE ALONG SIDES AND ENDS BRACE SECURE WITH (4) #12-14x 314' SELF -DRILLING FASTENERS TS RAFTER POST (CORNER) ) BRACE ANGLE SHALL BE MIN.45° BR48' C A GLEU-CSHALL NIPPLETo 3/ts TO MAX. 60° FROM HORIZONTAL BASE RAIL 14/2' x 1-1/2' x 2' 16 GA CLIP E ANGLE, SECURE TO RAFTER E POST AND BASE RAIL MINIMUM 2-1/4' EMBEDMENT TS RAFTER POST WITH (4) #12-14 x 314' SDF's � GROUND SURFACE NIPPLETo MINIMUM V LONG TS NIPPLE �3116'i BASE R�L° TS CONTINUOUS BASE RAIL SECURE RAFTER AND POST 3l4• Q' SELF -DRILL ILL[FASTENERS I 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 ,, , Not To Scala L J Not To Scale Not To Scale Not To Scale TS TRUSSED RAFTER CHORD, OR NONSTRUCTURAL HEADER TS POST (12 GA FOR ROLL -UP DOOR FRAME) TS RAFTER 2' x 2' 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'x2' 16 GA ANGLE CLIP RAIL/GIRT WITH #12-14 x 31V SDI s TS NON-STRUCTURAL HEADER SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH (4) #12-14 x 314' (12 GA FOR ROLL -UP DOOR FRAME), 6i SDF's, (2) ON BOTTOM AND (2) ON SIDE BASE RAIL, OR WINDOW RAIL 2'x2'x2' 16 GA ANGLE CLIP NOTE: AT ROLL -UP DOOR OPENINGS, TS NON-STRUCTURAL HEADER SECURE TO POST POST SHOULD BE FLUSH WITH RAIL END. CLIP POST TORAIL ONLYON (12 GA FOR ROLL -UP DOOR FRAME) FTS RAFTER WITH #12-14x 314' SDF's, (2) ON TOP AND 2-11hr FOR 16 GAUGE U CHANNEL BRACE SIDE THE (2) ON SIDE 12 GA FRAMING FASTENED TO THE POST AND OR 2-1/2' FOR RAFTER, WITH (2) #12-14x 314' 2'x4' 16 GA PLATE 14 GA FRAMING T WINDOW RAIL (OR GIRT TS END POST SECURE TO EACH SIDE OF EACH END (4 PER BRACE) FORVERTICALSIDINGOPTION) POST/RAFTERCONNECTION BRACE SECTION WITH (4) #12-14 x 314' SDFs, (2) ON POST, (2) ON RAFTER Not To Scale POST TO NON-STRUCTURAL HEADER, BASE NON-STRUCTURAL HEADER OR WINDOW RAIL, OR WINDOW RAIL CONNECTION DETAIL RAIL TO POST CONNECTION DETAIL END POST/RAFTER CONNECTION DETAIL V Not To Scale Not To Scale Not To Scale BECHTOL ENGINEERING AND TESTING, INC. 1' 16 GAUGE FURRING CHANNEL FASTENED TO EACH 605 WEST NEW YORK AVENUE RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING FASTENER SPACED NOT MORE THAN 48' O.C. DELAND, FLORIDA 32720Vol I Certificate of A on 26 GA. METAL ROOF PANEL Thomas Becht P.E. �. Florida License No. _ 'V538 d 0 •4 • ` TS RAFTER'% \ OF • ATTACHMENT ROONot ....S ToSF6PANEL PRI / \�1,tTURE 7804 FU ON AVENUE FORT PIERCE, FLORIDA di1b 3/23/18 BECHTOL ENG/NEER/NG NNI NTS AND TESNNA In& MK13 �"� G18001 CO/SULTWe eE07FL1alIGLL, EHVNONI�17fA4 ANDWTERNLS TFSIINe ENpHEEPS c' d1 dit°"�eNn00006m """"®` TB SHEET 3 OF 3