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HomeMy WebLinkAbout470-1481236-PETERSON-FINAL EsignDescription: Site Address: ACCESSORY BUILDING 12' X 12' = 144 SQ FT WALL B ELEVATION 12'-0" FINISHED GRADE 5% DOWNSLOPE FOR 10' MINIMUM ON ALL SIDES CLASS 'A' SHINGLES 3/8" SMARTSIDE WITH FOIL BACKING WALL D ELEVATION 12'-0" FINISHED GRADE 5% DOWNSLOPE FOR 10' MINIMUM ON ALL SIDES CLASS 'A' SHINGLES 3/8" SMARTSIDE WITH FOIL BACKING WALL C ELEVATION9'-512"12'-0"512"6'-814"12 4 FINISHED GRADE 3/8" SMARTSIDE WITH FOIL BACKING 16X8 VENT WALL A ELEVATION9'-512"12'-0"512"6'-814"12 4 FINISHED GRADE 3/8" SMARTSIDE WITH FOIL BACKING 16X8 VENT 6062 DOOR DESIGN REQUIREMENTS 1. GOVERNING CODES: FLORIDA BUILDING CODE, 6TH EDITION (2017) OCCUPANCY REQUIREMENTS: GROUP U CONSTRUCTION TYPE: V-B 2. DESIGN SCHEDULE A. BUILDING SIZE WIDTH: 12'-0" LENGTH: 12'-0" SIDE WALL HEIGHT: 6'-8 1/4" TOTAL HEIGHT: 9'-4 3/4" B. BUILDING LOADS ROOF LIVE LOAD: 20 PSF ROOF DEAD LOAD: 10 PSF C. DESIGN WIND LOAD ULTIMATE DESIGN WIND SPEED: 175 MPH NOMINAL DESIGN WIND SPEED: 136 MPH BUILDING RISK CATEGORY:I WIND EXPOSURE:CATEGORY C ENCLOSURE CLASSIFICATION: ENCLOSED INTERNAL PRESSURE COEFFICIENTS: -0.18/+0.18 EDGE STRIP DISTANCE, a = 3'-0" D. NOMINAL COMPONENTS & CLADDING WIND PRESSURES: WALL INTERIOR: -44 PSF/+40 PSF WALL EDGES: -54 PSF/+40 PSF ROOF INTERIOR: -37 PSF/+23 PSF ROOF EDGES: -67 PSF/+23 PSF ROOF CORNERS: -103 PSF/+23 PSF ROOF OVERHANGS: -75 PSF/+15 PSF E. ROOF PITCH: 4/12 3. ROOFING SCHEDULE A. ROOF SHEATHING SHALL BE APA RATED 7/16" THICK OSB WITH FOIL BACKING. STAGGER LAYOUT PER APA CONDITION 1. B. ROOF DIAPHRAGM SHALL BE UNBLOCKED. C. SHEATHING NAILING SHALL BE PER NAILING SCHEDULE. D. LIFETIME DIMENSIONAL SHINGLES (U.N.O.). E. FELTBUSTER BY GAF. F. TYPE 'D' METAL DRIP EDGE FLASHING REQUIRED ALL SIDES. G. TRUSSES SHALL BE SPACED @ 24" OC. H. SEE SEPARATE TRUSS SHEETS FOR TRUSS FRAMING AND MATERIALS. I. TRUSSES MUST BE BRACED ACCORDING TO THE LATEST EDITION OF THE BUILDING COMPONENT SAFETY INFORMATION "GUIDE TO GOOD PRACTICE OF METAL PLATE CONNECTED WOOD TRUSSES" (BCSI) J. TRUSS CONNECTION PLATES: EAGLE METAL PLATES. K. THE TRUSS PLATE INSTITUTE (TPI) (NER QA 430) IS THE INSPECTION AGENCY RESPONSIBLE FOR IN-PLANT INSPECTIONS. L. TRUSS MANUFACTURER: TUFF SHED, INC. 4. WOOD FRAMING A. ALL FRAMING MEMBERS SHALL BE SPF #2 OR BETTER. B. STUDS SHALL BE SPF STUD GRADE OR BETTER AND SPACED @ 16" OC. C. FASTEN EXTERIOR WALL SHEATHING TO FRAMING PER NAILING SCHEDULE. D. PROVIDE SOLID BLOCKING AT ALL HORIZONTAL JOINTS OCCURRING IN BRACED WALL PANELS. E. SHEAR WALL MATERIAL SHALL BE AS SPECIFIED IN SHEAR WALL SCHEDULE. F. SHEAR WALL NAILING SHALL BE AS SPECIFIED IN SHEAR WALL SCHEDULE. SOIL A. MIN. REQUIRED SOIL TYPE SHALL BE CLAY, SANDY CLAY, SILTY CLAY, OR CLAYEY SILT (CL, ML, MH & CH). ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN IS 1500 PSF AT 12" DEEP. VALUES ARE PER TABLE 1806.2. B. IN THE EVENT OF THE DISCOVERY OF EXPANSIVE SOILS, THE SERVICES OF A SOILS ENGINEER MAY BE REQUIRED. C. ALL FOOTINGS SHALL BE FOUNDED ON UNDISTURBED NATURAL SOIL. D. IN THE EVENT EXCAVATIONS REVEAL UNFAVORABLE CONDITIONS, THE SERVICES OF A SOILS ENGINEER MAY BE REQUIRED. 6. PERMIT A. PERMIT APPLICATIONS, WHERE NO PERMIT IS ISSUED, SHALL EXPIRE PER LIMITATIONS SET BY LOCAL CODES. SECTION 105.5. B. JOB CARD REQUIRED TO BE AVAILABLE FOR SIGNATURE AT JOB SITE GENERAL NOTES 1. GENERAL: A. ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. BUILDER SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES, TREES, UTILITIES, ETC. B. BUILDER IS RESPONSIBLE FOR SAFETY OF BUILDING DURING CONSTRUCTION. PROVIDE ALL SHORING OR BRACING AS REQUIRED AND PER GOVERNING REGULATIONS. C. ALL WOOD CONSTRUCTION CONNECTORS REFERENCED IN THIS DRAWING SHALL BE SIMPSON 'STRONG-TIE' OR EQUIVALENT. D. GREEN VINYL SINKER NAILS DO NOT MEET THE NAILING REQUIREMENTS OF COMMON NAILS. 2. MATERIAL EVALUATION REPORT IDENTIFICATION A. TRUSS CONNECTION PLATES BY EAGLE METAL PER ICC-ES REPORT #ESR-1082 FBC SUPPLEMENT. 3. FLORIDA BUILDING APPROVAL NUMBERS- A. GARAGE DOOR BY OVERHEAD DOOR CORPORATION PER FLORIDA BUILDING APPROVAL #FL14170. B. SERVICE DOOR BY JELD-WEN, INC PER FLORIDA BUILDING APPROVAL #FL11136. C. SHED DOORS BY TUFF SHED, INC. PER FLORIDA BUILDING APPROVAL #FL22202. D. WINDOWS BY TAFCO CORP - FLORIDA BUILDING APPROVAL #FL20743. E. ECO-GUARD WINDOWS BY ECO WINDOW SYSTEMS PER FLORIDA BUILDING APPROVAL #FL25670. F. IMPACT WINDOWS BY SILVER LINE BUILDING PRODUCTS CORP. PER FLORIDA BUILDING APPROVAL #FL14911.5. G. HDU PRE-DEFLECTED HOLDOWNS BY SIMPSON STRONG-TIE PER FLORIDA BUILDING APPROVAL #FL10441.4. H. SSTB ANCHORS BY SIMPSON STRONG-TIE PER FLORIDA BUILDING APPROVAL #FL13628.2. I. H2.5A HURRICANE TIES BY SIMPSON STRONG-TIE PER FLORIDA BUILDING APPROVAL #FL10456.2. J. SMARTSIDE SIDING BY LP BUILDING PRODUCTS PER FLORIDA BUILDING APPROVAL #FL9190. K. HARDIEPANEL SIDING BY JAMES HARDIE BUILDING PRODUCTS PER FLORIDA BUILDING APPROVAL #FL13223.2. L. HARDIEPLANK LAP SIDING BY JAMES HARDIE BUILDING PRODUCTS PER FLORIDA BUILDING APPROVAL #FL13192.2. M. ASPHALT SHINGLES BY GAF PER FLORIDA BUILDING APPROVAL #FL10124.1. N. STARTER STRIP SHINGLE BY GAF PER FLORIDA BUILDING APPROVAL #FL10124.1. O. ROOF UNDERLAYMENT BY GAF PER FLORIDA BUILDING APPROVAL #FL18686.1. P. TRANSOM WINDOWS BY INNOVATIONS MANUFACTURING, INC. FLORIDA BUILDING APPROVAL #FL17667.1. Q. LAMINATED VENEER LUMBER (LVL) BY WEYERHAEUSER PER FLORIDA BUILDING APPROVAL #FL6527. R. FLOOD VENTS BY FLOOD SOLUTIONS, LLC (IF REQ'D)- FLORIDA BUILDING APPROVAL #FL17588.PO No.Customer:Description:Site Address:Inv No.28931481236Christian PetersonACCESSORY BUILDING12' X 12' = 144 SQ FT5112 Silver Oak DriveFt Pierce, FL 34982Revised: Drawn By: Checked By: Revised: Date: Date: FD 04/27/2020THESE DRAWINGS AND THEDESIGN ARE THE PROPERTY OFTUFF SHED, INC. THESEDRAWINGS ARE FOR ABUILDING TO BE SUPPLIED ANDBUILT BY TUFF SHED ONLY.ANY OTHER USE IS FORBIDDENBY TUFF SHED INC AND THEENGINEER OF RECORD.TUFF SHED, INC. ENGINEERING DEPARTMENTTIMOTHY D. CAHALAN, P.E.TCAHALAN@TUFFSHED.COM1777 S. HARRISON STREETDENVER, COLORADO 80210(303) 753-8833 EXT. 96319(813) 657-6091TAMPA, FL 33619512 JETTON STTUFF SHED, INC.STORE 470COPYRIGHT © 2015 TUFF SHED, INC.PROPRIETARY, ALL RIGHTS RESERVEDCONTRACTOR #CBC1253645Storage Buildings & GaragesPROJECT NOTES S1 - PROJECT NOTES, ELEVATIONS S2 - PLANS, SHEAR WALL SCHEDULE S3 - SECTIONS, DETAILS DRAWING INDEX Sheet of Sheet: Title: Scale:1/4" = 1'-0" - PROJECT NOTES ELEVATIONS - S1 1 3 06/15/2020 C A B D 2X4 WALL FRAMING STUDS 2X4 SOLE PLATE TYPICAL ALL WALLS (U.N.O.) 2 S3 @ 16" OC 12'-0"12'-0"3'-0"6'-0"3'-0" C A B D (1) AUGER EARTH ANCHOR AT EACH CORNER OF BUILDING AND APPROXIMATELY AS SHOWN. 6 ANCHORS TOTAL12'-0"12'-0" P.T. 2X6 RIM JOIST ATTACH RIM JOIST TO FLOOR JOISTS WITH (3) 3" NAILS, TYP 2X6 BLOCKING AT 4 CORNERSP.T. 2X6 @ 24" O.C.WOOD FOUNDATION JOIST @ 16" O.C. WITH 3/4" DECKING. ATTACH WITH 8d NAILS @ 6" O.C. ALONG END WALL EDGES AND 12" O.C. IN THE FIELD AND SIDE WALL EDGES. REFER TO DETAIL 3 ON SHEET A3 6'x3' LANDING 3'-0"6'-0"3'-0"RIDGELINEC A B D TRUSSES7 S3 1 S3 DOUBLE TOP PLATES T01 T01 @ 24" OC 6'-0" HEADER 2 - 2X4 SPF #1#2 OR 2 - 1 3/4" X 3 1/2" LVL 2X4 FRAMING. SHEATHE EXTERIOR WITH 3/8" SMARTSIDE WITH FOIL BACKING. 12'-0" LONG TOTAL. (3'+3') = 6' USED FOR SHEAR AND 2bs/h=0.90. NAILING: EDGE: 8d COMMON @ 3" OC FIELD: 8d COMMON @ 12" OC NO HOLDOWNS REQUIRED. 2X4 FRAMING. SHEATHE EXTERIOR WITH 3/8" SMARTSIDE WITH FOIL BACKING. 12'-0" LONG TOTAL. 12' USED FOR SHEAR. NAILING: EDGE: 8d COMMON @ 6" OC FIELD: 8d COMMON @ 12" OC NO HOLDOWNS REQUIRED. 2X4 FRAMING. SHEATHE EXTERIOR WITH 3/8" SMARTSIDE WITH FOIL BACKING. 12'-0" LONG TOTAL. 12' USED FOR SHEAR. NAILING: EDGE: 8d COMMON @ 6" OC FIELD: 8d COMMON @ 12" OC NO HOLDOWNS REQUIRED. 2X4 FRAMING. SHEATHE EXTERIOR WITH 3/8" SMARTSIDE WITH FOIL BACKING. 12'-0" LONG TOTAL. 12' USED FOR SHEAR. NAILING: EDGE: 8d COMMON @ 6" OC FIELD: 8d COMMON @ 12" OC NO HOLDOWNS REQUIRED. UNLESS SPECIFIED HEREIN, ALL NAILING SHALL BE PER FBC, 6th EDITION (2017) TABLE 2304.9.1. WHEN PERFORATED SHEAR WALL DESIGN IS DESIGNATED, AREAS ABOVE AND BELOW OPENINGS ARE USED IN SHEAR CALCULATIONS.PO No.Customer:Description:Site Address:Inv No.28931481236Christian PetersonACCESSORY BUILDING12' X 12' = 144 SQ FT5112 Silver Oak DriveFt Pierce, FL 34982Revised: Drawn By: Checked By: Revised: Date: Date: FD 04/27/2020THESE DRAWINGS AND THEDESIGN ARE THE PROPERTY OFTUFF SHED, INC. THESEDRAWINGS ARE FOR ABUILDING TO BE SUPPLIED ANDBUILT BY TUFF SHED ONLY.ANY OTHER USE IS FORBIDDENBY TUFF SHED INC AND THEENGINEER OF RECORD.TUFF SHED, INC. ENGINEERING DEPARTMENTTIMOTHY D. CAHALAN, P.E.TCAHALAN@TUFFSHED.COM1777 S. HARRISON STREETDENVER, COLORADO 80210(303) 753-8833 EXT. 96319(813) 657-6091TAMPA, FL 33619512 JETTON STTUFF SHED, INC.STORE 470COPYRIGHT © 2015 TUFF SHED, INC.PROPRIETARY, ALL RIGHTS RESERVEDCONTRACTOR #CBC1253645Storage Buildings & GaragesFOUNDATION PLAN FLOOR PLAN ROOF FRAMING PLAN PROVIDE 4 AUGER ANCHORS LOCATED APPROXIMATELY AS SHOWN. 117 164 117 164 SHEAR WALL SCHEDULE ALLOW. SHEAR LOAD (lb/ft) 284 287 CALC. SHEAR LOAD (lb/ft) 142 164 A C B D CALC. SHEAR LOAD (lb/ft) ALLOW. SHEAR LOAD (lb/ft) SHEAR WALL SCHEDULENAILING SCHEDULE Sheet of Sheet: Title: Scale:1/4" = 1'-0" - PLANS SHEAR WALL SCHED NAILING SCHEDULE - S2 2 3 UPLIFT TRANSFER: PROVIDE SIMPSON H2.5A AT EACH END OF TRUSSES. PROVIDE 2X4 SOLID BLOCKING ON ALL UNSUPPORTED EDGES OF PLYWOOD ON SHEAR WALLS. UNBLOCKED ROOF DIAPHRAGM ROOF SHEATHING NAILING: BORDER: 8d COMMON @ 6" OC EDGE: 8d COMMON @ 6" OC FIELD: 8d COMMON @ 12" OC 136 166 FRAMING NAILING: STUD TO TOP PLATE, 2-16d END NAIL STUD TO SILL PLATE, 2-16d END NAIL OR 4-8d TOENAIL DBL. HEADER 16d @ 16" OC ALONG EACH EDGE HEADER TO KING STUD 4-8d TOENAIL OR 4-16d END NAIL DOUBLE TOP PLATES, 16d @ 16" FACENAIL CHORD SPLICE NAILING: 8 - 16d NAILS EACH SIDE OF SPLICE. TRUSS BLOCKING: (4) - 16d (TOENAILED) TOENAIL BLOCKING TO TOP PLATE: 3-8d/ BLOCK TOENAIL BLOCKING TO TOP PLATE: 3-8d/ BLOCK 150 150 ALLOW. SHEAR LOAD (lb/ft) CALC. SHEAR LOAD (lb/ft) H2.5A RT7A SIMPSON USP EQUIVALENT SSTB16-SSTB36 STB16-STB36 HDU8 PHD8 LS30/LS50 MP3/MP5 A35 MPA1 SDS1/4X3 SCREW WS3 LSTA9-LSTA24 LSTA9-LSTA24 A24 TDL5 H8 LTW12 PA51/PA68 TA51/TA71 HTT4/HTT5 HTT16/HTT22 CMSTC16 CMSTC16 HST2 KHST2 A311 TDL10 ABA44/ABA66 PA44E/PA66E BC4/BC6 C44/C66 CS18/CS22 RS200/RS300 H1 RT15 H3 RT3A H6 LFTA6 LUS24-LUS210 JUS24-JUS210 HDU2-HDU5 PHD2A-PHD5A H10 RT16A A34 MP34 PROVIDE 4 AUGER ANCHORS LOCATED APPROXIMATELY AS SHOWN. 06/15/2020 CEILING AND WALLS SHALL BE LEFT UNFINISHED 2x4 STUDS @ 16" O.C. TRUSSES @ 24" O.C.6'-814"9'-434"12'-0" ATTACH 7/16" OSB SHEATHING WITH FOIL BACKING TO TRUSSES PER NAILING SCHEDULE. REFERENCE TABLE 2304.9.1. HEADER DETAIL NOT TO SCALE CRIPPLES (AS REQ.) TRIMMER PRESSURE TREATED SOLE PLATE STUD TOP PLATES FOR OPENINGS UP TO 5'-11 1/2" DOUBLE TRIMMERS DOUBLED HEADER NAILING: HEADER TO STUD - 4-8d TOENAIL OR 4-16d END NAIL DOUBLED HEADER - 16d @ 16" STAGGERED FACE NAIL REFERENCE TABLE 2304.9.1 SPACER (IF REQ.) DOUBLED HEADER STUD CRIPPLES (IF REQ.) SPACER (IF REQ.) TOP PLATES PRESSURE TREATED SOLE PLATE FOR OPENINGS 6'-0" AND WIDER 1. WOOD SHED FOUNDATION: 2x6 #2 PRESSURE TREATED HEM FIR RIM JOISTS 2x6 #2 PRESSURE TREATED HEM FIR JOISTS @ 24" O.C. 2. 3/4" APA OR TECO RATED TONGUE AND GROOVE FLOOR DECKING. 24" MAX PANEL SPAN. NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1. NAIL PLYWOOD TO JOISTS AND RIM JOISTS: BORDER: 8d COMMON SPACED @ 6" O.C. EDGE: 8d COMMON SPACED @ 6" O.C. FIELD: 8d COMMON SPACED @ 12" O.C. 4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS OR RIM JOISTS WITH 10d COMMON SPACED @ 12" O.C. 5.ALLOWABLE FLOOR LIVE LOAD: 40 PSF 6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL BUILDING: SUGGESTED SIZES: 2" x 8" x 16", 4" x 8" x 16", OR 8" x 8" x 16". BLOCKS UNDER JOISTS SPACED @ 8'-0" O.C. MAXIMUM. BLOCKS UNDER RIM JOISTS SPACED @ 4'-0" O.C. MAXIMUM. 10d COMMON @ 12" O.C. 3/4" APA OR TECO RATED T&G FLOOR DECKING 2x6 JOISTS @ 24" O.C. (PRESSURE TREATED) 16d COMMON (2 PER JOIST) 8d COMMON @ 6" O.C. OPTIONAL LEVELING BLOCKS 2x6 RIM JOIST EACH END (PRESSURE TREATED) WOOD SHED BASE ASSEMBLY NOT TO SCALE SEE PROJECT NOTES FOR MATERIALS 4'x8'x7/16" OSB WITH FOIL BACKING SHINGLES NAIL TO INTERMEDIATE FRAMING MEMBERS - REFERENCE NAILING SCHEDULE/S2 DIAPHRAGM BOUNDARY TRIM PANEL EDGE IS NOT SUPPORTED BY BLOCKING - UNLESS NOTED SIDINGRAFTERS AND/ OR TRUSSES DRIP EDGE REFERENCE NAILING SCHEDULE/S2 ROOFING SHEATHING NAILING DTL SHED RAFTER DETAIL RAFTER WALL TOP PLATES STUDS SIDING (1) SIMPSON H2.5A TIE PER BEARING, (2) TOTAL PER TRUSS, INSTALLED PER MANUFACTURER SOLID BLOCKING BETWEEN JOIST PO No.Customer:Description:Site Address:Inv No.28931481236Christian PetersonACCESSORY BUILDING12' X 12' = 144 SQ FT5112 Silver Oak DriveFt Pierce, FL 34982Revised: Drawn By: Checked By: Revised: Date: Date: FD 04/27/2020THESE DRAWINGS AND THEDESIGN ARE THE PROPERTY OFTUFF SHED, INC. THESEDRAWINGS ARE FOR ABUILDING TO BE SUPPLIED ANDBUILT BY TUFF SHED ONLY.ANY OTHER USE IS FORBIDDENBY TUFF SHED INC AND THEENGINEER OF RECORD.TUFF SHED, INC. ENGINEERING DEPARTMENTTIMOTHY D. CAHALAN, P.E.TCAHALAN@TUFFSHED.COM1777 S. HARRISON STREETDENVER, COLORADO 80210(303) 753-8833 EXT. 96319(813) 657-6091TAMPA, FL 33619512 JETTON STTUFF SHED, INC.STORE 470COPYRIGHT © 2015 TUFF SHED, INC.PROPRIETARY, ALL RIGHTS RESERVEDCONTRACTOR #CBC1253645Storage Buildings & Garages(3) STUD CORNER 712"3'-0"AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES ·PART NUMBERS: OT3644GPMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER OT17SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS REPORT NO. LO-FJ90129-A -OR- OT24SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS REPORT NO. LO-FJ90129-B ·WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS WITH THE MAXIMUM LOAD OF 5,080 LBS ATTACH BRACKET TO STUD THRU HOLE IN ANCHOR PLATE WITH MIN. 1/2"Ø x 6 1/2" CARRIAGE BOLT AND LOCKNUT 4" MINEND WALL SIDE WALLANCHOR BRACKET TO BE FLUSH WITH EDGE OF TRIM SIDING TRIM TRIM SIDING STUD STUD AUGER ANCHOR DETAIL SHEAR TRANSFER DETAIL NAIL SHEATHING TO SOLE PLATE PER SHEAR WALL SCHEDULE EDGE NAILING 3/4" = 1' - 0"1 SHEAR TRANSFER NOTES: 1. REFERENCE SHEAR WALL SCHEDULE FOR NAILING AND HOLDOWN REQUIREMENTS. 2.REFERENCE ROOFING SCHEDULE FOR MATERIAL AND NAILING REQUIREMENTS. NAIL SHEATHING TO WALL STUD PER SHEAR WALL SCHEDULE ATTACH EACH END OF EACH TRUSS TO TOP PLATES. WALL FRAMING TO BE 2X4 SPF STUD GRADE @ 16" OC.BUILDING SECTION 3/8" = 1' - 0"2 Sheet of Sheet: Title: Scale:NONE - SECTIONS DETAILS - - S3 3 3 3 4 6 7 BOUNDARY NAILING 2X SOLID BLOCKING BETWEEN TRUSSES 5 06/15/2020