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Home My WebLink AboutDIGITALLY SEALED 2017025 ST LUCIE COUNTY ENVIROMENTAL RESOURCES DEPT 3915 SUNRISE BLVD FT PIERCE FL(EFILE) (2)PAGE :DESIGN DATE:SCALE: NTSREVISION 2:CONTRACTOR:PROJECT ADDRESS:FLORIDA ENGINEERING LLCREVISION 1:1DATECA CERT. #30782PROJECT NO. 2017025This item has been electronicallysigned and sealed by Craig E.Gunderson, P.E. on date belowusing a Digital Signature. Printedcopies of this document are notconsidered signed and sealed andthe signture must be verified on anyelectronic copies.DATEST LUCIE COUNTY ENVIRONMENTAL RESOURCES DEPARTMENT 3915 SUNRISE BLVDFT PIERCE, FLTUBULAR BUILDING SYSTEMS07/05/2020SWINGINGDOORSWINGINGDOORROLL-UPDOORROLL-UPDOORROLL-UPDOORROLL-UPDOORLEFT SIDE ELEVATIONRIGHT SIDE ELEVATIONREAR ELEVATIONWINDOWWINDOWWINDOWWINDOWFRONT ELEVATIONCONCRETE NOTEALL OPEN AREAS OF CONCRETE OUTSIDE OF THE PROPOSEDSTRUCTURE SHALL BE DESIGNED TO SLOPE AWAY FROM THESTRUCTUREAPPROVALNo. & DATEMANUFACTURERSTRUCTURAL COMPONENTSROOF DECKSTRUCTURAL COMPONENTSSTRUCTURALWALLCAPITAL METAL SUPPLY, INC.29 GA. CAPITAL RIB ROOF PANELFL20147.1-R112/12/17CAPITAL METAL SUPPLY, INC.29 GA. CAPITAL RIB WALL PANELFL20148.1-R112/12/17PRODUCT CATEGORYSUB CATEGORYEXTERIOR DOORSROLL-UPFL14425.1-R408/15/18JANUS INTERNATIONAL GROUP, LLC.SERIES 3652EXTERIOR DOORSSWINGINGFL17996.5-R101/29/18ELIXIR DOOR AND METAL COMPANYSERIES 407FL993.7-R1510/15/17KINRO, INCG.18000-R VSSINGLE HUNGWINDOWSGENERAL NOTES0. APPLICABLE CODES, REGULATIONS, & STANDARDS A. THE 2017 FLORIDA BUILDING CODE, 6TH EDITION B. ASCE 7-10 & SEI 7 C. ACI318 CONCRETE REFRENCE MANUAL1. THESE PLANS BELONG EXCLUSIVELY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM (MWFRS), COMPONENTS AND CLADDING (C&C), AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PROPERTY SET-BACKS, ELECTRICAL, PLUMBING, INGRESS/EGRESS, FINISH FLOOR SLOPES AND ELEVATIONS, OR OTHER LOCAL ZONING REQUIREMENTS ARE THE LIABILITY OF OTHERS.2. THESE STRUCTURES ARE ENGINEERED AS NON-HABITABLE STORAGE/UTILITY STRUCTURES (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND LIVE AND WIND LOADS. UPGRADES NOT SPECIFICALLY ADDRESSED HEREIN, SUCH AS WINDOWS, DOORS, OR ANOTHER COMPONENT NOT LISTED IN THE FLORIDA BUILDING CODE APROVED PRODUCT LIST, AND NOT PROVIDED AND INSTALLED BY TUBULAR BUILDING SYSTEMS, WHICH CAUSE ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK. FLORIDA ENGINEERING LLC, SHALL NOT BE RESPONSIBLE FOR FAILURE OR STRUCTURAL DAMAGE DUE TO THE EXTRA LOAD.3. LOW ULTIMATE WIND SPEED 105 TO 140 MPH (NOMINAL WIND SPEED 81 TO 108 MPH): MAXIMUM RAFTER/POST AND END POST SPACING = 5.0 FEET.4. HIGH ULTIMATE WIND SPEED 141 TO 170 MPH (NOMINAL WIND SPEED 109 TO 132 MPH): MAXIMUM RAFTER/POST AND END POST SPACING = 4.0 FEET.5. ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE ZINC COATED HARDWARE.6. SPECIFICATIONS APPLICABLE TO 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 2 1/2" x 2 1/2" - 14 GAUGE TUBE STEEL (TS) FRAMING MEMBERS FOR VERTICAL PANELS, 29 GAUGE METAL PANELS SHALL BE FASTENED TO 18 GAUGE HAT CHANNELS (UNLESS OTHERWISE NOTED).7. FASTENERS CONSIST OF #12-14 x 3/4" SELF DRILLING FASTENER (SDF), USE CONTROL SEAL WASHER WITH EXTERIOR FASTENERS SPECIFICATIONS APPLICABLE ONLY FOR MEAN ROOF HEIGHT OF 20 FEET OR LESS, AND ROOF SLOPES OF 14° (3:12 PITCH) OR LESS SPACING REQUIREMENTS FOR OTHER ROOF HEIGHTS AND/OR SLOPES MAY VARY.8. AVERAGE FASTENER SPACING ON-CENTERS ALONG RAFTERS OR PURLINS, AND POSTS, INTERIOR = 9" OR END = 6", (MAX.).9. WIND FORCES GOVERN OVER SEISMIC FORCES. SEISMIC PARAMETERS ANALYZED ARE: SOIL SITE CLASS = D RISK CATEGORY I/II/III R = 3.25 Ie = 1.0 Sds = 0.087 g V = CsW Sdi = 0.084 g 4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.comRISK CATEGORY: IULTIMATE WIND SPEED (MPH): 150NOMINAL DESIGN WIND SPEED (MPH): 116WIND EXPOSURE CATEGORY: CBUILDING ENCLOSURE TYPE: ENCLOSEDROOF ANGLE (DEGREES): 9.0MEAN ROOF HEIGHT (FEET): 16DESIGN PRESSURES (PSF): ROOF: ZONE 1: +18.0 / -28.6 ZONE 2: +18.0 / -49.7 ZONE 3: +18.0 / -73.5 DESIGN ROOF PRESSURES: +18.0 / -40.0 WALLS: ZONE 4: +31.2 / -33.8 ZONE 5: +31.2 / -41.8 DESIGN WALL PRESSURES: +31.2 / -34.9 SWINGING DOOR: +31.2 / -33.8 ROLL-UP DOOR: +25.9 / -28.2 WINDOW: +31.2 / -33.8 PAGE :DESIGN DATE:SCALE:REVISION 2:CONTRACTOR:PROJECT ADDRESS:FLORIDA ENGINEERING LLCREVISION 1:ST LUCIE COUNTY ENVIRONMENTAL RESOURCES DEPARTMENT 3915 SUNRISE BLVDFT PIERCE, FL2NTSDATECA CERT. #30782PROJECT NO. 2017025This item has been electronicallysigned and sealed by Craig E.Gunderson, P.E. on date belowusing a Digital Signature. Printedcopies of this document are notconsidered signed and sealed andthe signture must be verified on anyelectronic copies.TUBULAR BUILDING SYSTEMS07/05/2020DATECONCRETE NOTEALL OPEN AREAS OF CONCRETE OUTSIDE OF THE PROPOSEDSTRUCTURE SHALL BE DESIGNED TO SLOPE AWAY FROM THESTRUCTURE313414'-0"18'-0"50'-0"16" O/H6" O/H6" O/H12X12 FOOTERW/ 2 - #5 REBARS6" O/H1.5" 18 GAUGE FURRING CHANNEL SPACED AT4'-0" (MAX.) O.C. AND FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4" SDF'S4'-0"1GALVANIZED METAL WALL PANELS FASTENED TO POSTS ACCORDING TO MANUFACTURER'SINSTALLATION INSTRUCTIONS72'-0"12'-0"4'-9 58"12'-0"4'-9 58"12'-0"12'-0"4'-9 58"12'-0"12'-0"4'-9 58"12'-0"12'-0"4'-9 58"14'-0"18'-0"3'-10 18"3'-10 18"3'-10 18"3'-10 18"3'-10 18"3'-10 18"3'-10 18"3'-10 18"3'-10 18"3'-10 18"3'-10 18"3'-10 18"3'-10 18"34313'-6"3'-6"3'-6"3'-6"3'-10 18"3'-10 18"3'-10 18"3'-10 18"3'-10 18"3'-10 18"3'-10 18"3'-10 18"3'-10 18"3'-10 18"3'-10 18"3'-10 18"3'-10 18"33GALVANIZED METAL WALL PANELS FASTENED TO POSTS ACCORDING TO MANUFACTURER'SINSTALLATION INSTRUCTIONS4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"36" x .0160" GALVANIZED METAL ROOFFL20147.1-R1GALVANIZED METAL WALL PANELS FASTENED TO POSTS ACCORDING TO MANUFACTURER'SINSTALLATION INSTRUCTIONS33- 2.5X2.5GALVANIZED METAL WALL PANELS FASTENED TO POSTS ACCORDING TO MANUFACTURER'SINSTALLATION INSTRUCTIONS3235311312353635311312BEAM CROSS SECTIONSCALE: NTS2-1/4" FOR12 GA FRAMING2-1/2" FOR 14 GA FRAMING18 GAUGE U-CHANNEL BRACEFASTENED TO THE COLUMN AND ROOF BEAM, WITH (4) #12-14 x 3/4" SELF-DRILLING SCREWS ATEACH END (8 PER BRACE)2 1/8" TS RAFTERROOF PANEL ATTACHMENTSCALE: NTS1.5" 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x 3/4" SELF-DRILLING FASTENER'SSPACED NOT MORE THAN 48" O.C.29 GA. METAL ROOF PANELPORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.com4161 TAMIAMI TRAIL, UNIT 10114'-0"50'-0"SECTION 1 - 133SIDE PURLIN NOTE:CUT PURLINS AS NECESSARY FOR WINDOW AND DOOROPENINGS. ROLL-UP AND SWINGING DOORS REQUIRE ASECTION OF PURLIN ACROSS THE TOP OF OPENING.WINDOWS REQUIRE A SECTION OF PURLIN TOP AND BOTTOM.PURLIN FOR VERTICAL SIDING @4' O.C. MAXIMUMGALVANIZED METAL ROOF PANELS FASTENED TO PURLINS ACCORDING TO MANUFACTURER'SINSTALLATION INSTRUCTIONS396 "18'-0"4'-0"MAX.3738310 PAGE :DESIGN DATE:SCALE: NTSREVISION 2:CONTRACTOR:PROJECT ADDRESS:FLORIDA ENGINEERING LLCREVISION 1:TUBULAR BUILDING SYSTEMSThis item has been electronicallysigned and sealed by Craig E.Gunderson, P.E. on date belowusing a Digital Signature. Printedcopies of this document are notconsidered signed and sealed andthe signture must be verified on anyelectronic copies.DATEST LUCIE COUNTY ENVIRONMENTAL RESOURCES DEPARTMENT 3915 SUNRISE BLVDFT PIERCE, FLCA CERT. #30782PROJECT NO. 2017025307/05/2020DATETS RAFTEREND POST/RAFTERCONNECTION DETAILSCALE: NTSTS END COLUMN2" x 2" x 2" 16 GA ANGLE CLIP SECURE TO COLUMN AND RAFTER WITH #12-14 x 3/4" SDF'S, (2) ON TOP AND (2) ON SIDE2TS NON-STRUCTURAL HEADER(12 GA FOR ROLL-UP DOOR FRAME),BASE RAIL, OR WINDOW RAILTS END POST OR DOOR/WINDOW FRAME POSTPOST TO NON-STRUCTURAL HEADER, BASE, RAIL OR WINDOW RAIL CONNECTION DETAILSCALE: NTSNOTE: AT ROLL-UP DOOR OPENINGS,POST SHOULD BE FLUSH WITH RAIL END.CLIP POST TO RAIL ONLY ON SIDEOPPOSITE THE OPENING.5TRUSS POST AND CORDTO RAFTER CONNECTION DETAILSCALE: NTS8TS CHORDTS TRUSSED RAFTER3/16"3/16"3/16"3/16"10TS TRUSSTS CHORD1'-0"2'-0"3/16"3/16"TYP.BE.TYP.BE.(2) 1/2" Ø A325BOLT (TYP.)2 1/4" x 2 1/4" 14 GA CONNECTOR SLEEVEWITH (6) #12-14 x 3/4" SDF'SSPLICECONNECTION DETAILSCALE: NTSTS TRUSSED RAFTER3/16"TYP.TS CHORDCHORD/RAFTERCONNECTION DETAILSCALE: NTS724" O.C.11"812" WELD OVERTRIGGER W/WELDED CONERAFTER/LEG ASSAMBLYCONNECTION DETAILSCALE: NTS45°TS 2 1/2" x 2 1/2" 14 GASECURE WITH (4) #12-14 x 3/4" SDF'S(EACH END)18 GA. U-CHANNEL BRACETS TRUSSED RAFTERMINIMUM 6" LONG.MINIMUM 15 GA., TS NIPPLE SECUREPOST TO NIPPLE WITH (4) #12-14 x 3/4" SELF-DRILLING FASTENERSNIPPLE TORAFTER TYP.3/16"9TS CHORDRAFTER POST/BASE RAILCONNECTION DETAILSCALE: NTSEND POST/BASE RAILCONNECTION DETAILSCALE: NTS42" x 2" x 2" 16 GA CLIP ANGLE SECURE TO RAFTER POST AND BASE RAIL WITH (4) #12-14 x 3/4" SDF'SMINIMUM 6" LONG.MINIMUM 15 GA., TS NIPPLE SECUREWITH (4) #12-14 x 3/4" SELF-DRILLING FASTENERS3/16"NIPPLE TOBASE RAILTS COLUMN(CORNER)3-123-12TYP.TS CONTINUOUS BASE RAILTS CONTINUOUS BASE RAILMINIMUM 6" LONG.MINIMUM 15 GA., TS NIPPLE SECUREPOST TO NIPPLE WITH (4) #12-14 x 3/4" SELF-DRILLING FASTENERS3-123-12TYP.3/16"NIPPLE TOBASE RAILTS COLUMN34"GRADECONCRETE MONOLITHIC SLAB BASE RAIL ANCHORAGESCALE: NTS(MINIMUM ANCHOR EDGE DISTANCE IS 4")* COORDINATE WITH LOCAL CODES/ORD.FOUNDATION DESIGN IS BASED ON MINIMUM ALLOWABLESOIL BEARING PRESSURE OF 1/500 PSF.GENERAL NOTESCONCRETE:CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.COVERAGE OF THE REINFORCED STEEL:FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING BARS SHALL BE PER ACI-318:3 INCHES WHERE THE CONCRETE IS POURED AGAINST AND TEMPORARY IN CONTACT WITH THE EARTH OR UNPROTECTED FROM THE EARTH OR WEATHER, OTHERWISE 1-1/2 INCHES. REINFORCING STEEL:THE TURNDOWN REINFORSING STEEL SHALL BE ASTM A615 GRADE 60.THE SLAB REINFORCEMENT SHALL BE WELDED WIRE FABRIC MEETING ASTM A185 OR FIBERGLASS FIBER REINFORCEMENT.REINFORCEMENT MAY BE BENT IN THE FIELD OR SHOP AS LONG AS:1. IT IS BENT COLD;2. REINFRCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT;3. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE BAR, IS NOT LESS THAN SIX-BAR DIAMETERS.1MINIMUM 3-1/4" EMBEDMENT (TYP.)12"12"MONOLITHIC CONC. FOOTING (3000 PSI MIN.)REINFORCED WITH (2) #5's CONTINUOUS1 1/2"VARIESINSTALL 1/2" x 6 3/4" EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 6" OF EACH POST AND STAGGER ANCHOR ON EACH SIDE OF COLUMN POST8''-1/2"12"POST TO NON-STRUCTURAL HEADER, BASE, RAIL OR WINDOW RAIL CONNECTION DETAILSCALE: NTSNOTE: AT ROLL-UP DOOR OPENINGS,POST SHOULD BE FLUSH WITH RAIL END.CLIP POST TO RAIL ONLY ON SIDEOPPOSITE THE OPENING.2" x 2" x 2" 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH #12-14 x 3/4" SDF'S, (2) ON BOTTOM AND (2) ON SIDETS TRUSSED RAFTER CHORD,OR NON-STRUCTURAL HEADERTS WINDOW RAIL (OR GIRT FOR VERTICAL SIDING OPTION)TS POST (12 GA FOR ROLL-UP DOOR FRAME)TS NON-STRUCTURAL HEADER(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" SDF'SNON-STRUCTURAL HEADER OR WINDOW RAILTO POST CONNECTION DETAILSCALE: NTS1211VARIESSTD. MAX. SPACING3"SIDE WALL ROLL-UP DOOR HEADERCONNECTION DETAILSCALE: NTS2" x 2" x 2" 16 GA ANGLE CLIP SECURE WITH (4) #12-14 x 3/4" SELF-DRIILLING SCREWSVARIESSTD. MAX. SPACING6PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.com4161 TAMIAMI TRAIL, UNIT 101