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HomeMy WebLinkAboutREVISION 6-15-18PRODUCT REVIEW i ©/---- 0/l ARCHITECT Architectonic Inc 49" 1� 1/4" = 1'-0" KEYNOTES FOR FLOOR PLAN 101 MIRROR 110 DOUBLE SINK & DISPOSAL 121 CONC PAD FOR FUTURE GENERATOR W/ MANUAL 102 ROD & SHELF 111 GAS RANGE/ OVEN W/ EXHAUST HOOD TRANSFER SNITCH 103 (5) SHELVES 112 TUB/ SHOWER 122 STUB OUT GAS FOR FUTURE SUMMER KITCHEN 104 12"x12" CONCRETE BLOCK COLUMN W/ (4) # 5 VERTICAL 113 SPA BARS IN GROUT FILLED CAVITY. 114 LAUNDRY TUB 105 ELECTRIC METER 115 SHELVES 106 ELECTRIC PANEL 116 TANKLESS GAS WATER HEATER 107 UPPER CABINETS 117 24"x48" PULLDOWN ATTIC ACCESS 108 BEAM ABOVE 118 LINE OF COFFER BUILT INTO TRUSS (REFER TO DETAIL) 109 PANTRY SHELVES 119 EDGE OF COVE SHELF (REFER TO DETAIL) 120 GAS DRYER ��cElvE� J L-1- Lucie County, Permitting REVISION TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATEGORY' SUBJECT TO DAMAGE FROM WINTER DESIGN TEMPa ICE BARRIER UNDERLAYMENT REQUIRED^ FLOOD HAZARDS9 AIR FREEZING 1NDE0 MEAN ANNUAL TEMPI Speedo (mph) Topographic effects' Westhering" Frost line depthb Termite° NA See Fig. 601.2(4) NA Negligible NA Very Heavy NA NA NA CERTIFICATION FOR DESIGN LOAD COMPLIANCE 1. DESIGN CODE: FLORIDA RESIDENTIAL CODE 2014 EDITION USING ASCE 7-10 2. STRUCTURAL DESIGN: ENCLOSED 3. RISK CATEGORY: It EXPOSURE: B 4. DESIGN WIND VELOCITY: 160 MPH 5. MEAN ROOF HEIGHT: 19'-8" ROOF PITCH: 6:12 6. COMPONENTS & CLADDING DESIGN PRESSURE: PSF, BASED ON ACTUAL SO. FT. @ 30' MRH (WORST CASE) ZONE 1: 382 ZONE 2: 33.9 ZONE 3: -101.4 ZONE 4: -47.9 ZONE 5: -57.5 GARAGE: -24.3 7. DESIGN LOADS: FLOOR 75 PSF ROOF/ DEAD: 15 PSF ROOF/ LIVE: 30 PSF 8, WERE SHEAR WALLS CONSIDERED FOR STRUCTURE? YES 9. IS A CONTINUOUS LOAD PATH PROVIDED? YES 10. DESIGN SOIL BEARING PRESSURE: 2000 PSF SOIL BORING TEST REQUIRED YES DRYWALL NOTES DRYWALL SHALL CONFORM WITH SECTION R702 3.1 OF THE FLORIDA BUILDING CODE (RESIDENTIAL). CERAMIC TILE IN TUB/ SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702A OF THE FLORIDA BUILDING CODE (RESIDENTIAL). WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450. FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. STRUCTURAL NOTES 1. STRUCTURAL LUMBER TO BE HEM -FIR 42 GRADE OR BETTER W/ 1000 PSI MIN. FIBER STRESS VALUE 2. CONCRETE SLABS AND FOOTINGS TO BE 2500 PSI MIN 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER W/ 30' MIN. LAP 4. CONCRETE COVER OVER REINFORCING STEEL: A. FOOTINGS: 3" B. BEAMS: 11/2" C. COLUMNS: 11/2' 5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION 7. DOOR & WINDOW ASSEMBLY COMPNENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES 8. PRECAST/ PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. REFER TO LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, REFER TO ATTACHED PRODUCT REVIEW AFFIDAVIT NOTE: ALL SIMPSON STRONT-TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER STUCCO NOTES STUCCO ON RIBLATH OR PAPER BACK SHALL BE ATTACHED TO HORIZONTAL FRAMING PER ASTM C-10631 ASTM C-926. LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS. ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6" O.C. ALONG SUPPORTS_ FASTENERS TO BE USED CAN BE 6d COMMON OR ROOFING NAILS HAVING A MIN. 3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/A MIN. 3/4" CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS 3/4" MIN. AREA CALCULATIONS AIR CONDITIONED AREAS A/C LIVING 2,463 SF NON CONDITIONED AREAS REAR PORCH FRONT PORCH 504 SF 190 SF GROSS AREA GROSS AREA 3,157 SF -� 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 W W W.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT MUM I V *.I 11111 :1109 FORT PIERCE, FLORIDA CLIENT ERIC LEONHARD I CONSULTANTS ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR CO! y NCE REVIEWED BY / DATE PLANS AND PE MIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE I REGISTRATION MICHAEL J. SEAL, ALA AR96898 REVISIONS KEY PLAN SHEET TITLE / SHEET NUMBER ItL ' �i1 .,: I ' • PROJECT NUMBER R17054 DATE 08/30/2017