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Home My WebLink About2021-02-02 Beland - Issue For Permit REV1 - Final_Arch DigiSign MS 2.3.21ARCHITECT Architectonic nc 0 400 A WIRING TROUGH 3 #3/0, #6 IN 2" CONDUIT "EP" "EP" 1 PH. 1 PH. 200A 200A UNDERGROUND ELECT. SERVICE (3) 500 MCM #3, IN 3" CONDUIT #3 CU. GROUND TIED TO BLDG. STEEL, CWB & DRIVEN GROUND ROD ELECTRICAL RISER DIAGRAM COPPER SERVICE PRODUCT REVIEW ELECTRICAL LOAD CALCULATIONS 3,268 SQUARE FEET @ 3VA/SF 2 APLIANCE CIRCUITS 1 DRYER 1 LAUNDRY 1 DISHWASHER 2 REFIGERATOR 1 DOUBLE WALL OVEN 1 RANGE 1 DISPOSAL 1 WATER HEATER 1 MINI SEWER 1 IRRIG. PUMP 1 POOL HEATER 2 GOLF CART CHARGERS 1 HYDRAULIC LIFT (FUTURE) 1 MISC SUBTOTAL 9,804 VA 3,000 VA 5,000 VA 1,500 VA 1,200 VA 2,400 VA 12,000 VA 11,000 VA 800 VA 4,500 VA 4,500 VA 4,500 VA 12,000 VA 5,000 VA 4,500 VA 2,000 VA 83,704 VA FIRST 10,000 VA @ 100% 10,000 VA REAINDER @ 40% 29,482 VA 2 A/C & HEAT SYSTEM 24,000 VA TOTAL 57,482 VA 63,482 240 265 AMPS USE NEW 400 AMP SERVICE 3D VIEW FROM FRONT BELAND RESIDENCE RESERVE PLANTATION, PGA VILLAGE HARDSCAPE NOTES 1. GENERAL CONTRACTOR TO COORDINATE THE SUPPLY AND INSTALL HARDSCAPE / LANDSCAPING PREPARED BY OWNER SUPPLIED LANDSCAPE ARCHITECT DRAWINGS. IRRIGATION WELL, PLANTINGS, LANDSCAPE LIGHTING, CONCRETE SERVICE PADS, DRIVEWAY/WALKWAYS. 2. GENERAL CONTRACTOR TO COORDINATE WITH POOL CONTRACTOR FOR THE INSTALLATION OF POOL/DECK/SCREEN ENCLOSURE AND REQUIRED FINISHES AROUND POOL. 3. GENERAL CONTRACTOR TO COORDINATE THE SUPPLY AND INSTALL FOR SEPTIC SYSTEM. PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL # APPROVAL GLASS ATTACHMENT METHOD PRESSURES DESIGN # TYPE (WORSE CASE) PRESSURES CONC. ZONE 1 -22.0 EAGLE ROOFING FLAT CONC. FL# N/A FOAM ADHESIVE: DAP, INC. (SEE BELOW) ROOF TILES ZONE 2 -32.0 PRODUCTS FLORIDA TILES 7473-R8 1 1/4"W x 8"L HEADLAP BEAD, 1 1/4"W x 10"L ZONE 3 -60.0 UNDERLOCK SIDE BEAD ROOF TILE ZONE 1 -22.0 -148 DAP, INC TOUCH 'N FL# N/A ADHESIVE ZONE 2 -32.0 SEAL 14506.1 ZONE 3 -60.0 ZONE 1 -22.0 -135 EAGLE ROOFING STORMBON SELF-ADHESIVE ROOF CAGLE FL# N/A UNDERLAY ZONE 2 -32.0 PRODUCTS FLORIDA ARMOUR 28645-R2 ZONE 3 -60.0 WINDOWS ZONE 4 -28.0 -130 PGT INDUSTRIES PW7720A NOA# IMPACT 5/16" STEEL ULTRACON W/ 2 1/2" MIN. EDGE (FIXED) ZONE 5 -34.0 ALUM. FIXED 20-0401.10 DIST. & 1 3/4" MIN EMBED., MAX 12" O.C. ZONE 4 -28.0 -59.3 PGT INDUSTRIES WINDOW CA-740 WINDOWS NOA# IMPACT 5/16" STEEL ULTRACON W/ 2 1/2" MIN. EDGE (CASEMENT) ZONE 5 -34.0 17-0614.14 DIST. & 1 3/4" MIN EMBED., MAX 5" O.C. DOORS ZONE 4 -28.0 -55 THERMA-TRU SMOOTH STAR FL# N/A 'W' TAPCON @ 14.5" MAX O.C., 6" TYP FROM (OPAQUE) "IMPACT" 20468.4 EACH CORNER: WITH 1-1/4" MINIMUM EMBEDMENT & 2" EDGE DISTANCE DOORS ZONE 4 -28.0 -50 THERMA-TRU SMOOTH STAR FL# IMPACT '/4" TAPCON @ 14.5" MAX O.C., 6" TYP FROM (GLAZED) "IMPACT" 20468.10 EACH CORNER: WITH 1-1/4" MINIMUM EMBEDMENT & 2" EDGE DISTANCE DOORS ZONE 4 -28.0 -60 PGT INDUSTRIES SGD-770 NOA# IMPACT 1/4" ELCO ULTRACON W/ 2 1/2" MIN. EDGE (SL. GL. DR) -42.0 CLOPAY BUILDING 2" GALLERY 17-0420.17 IMPACT DIST. & 1 3/8" MIN EMBED., MAX 4" O.C. GARAGE _ -26.0 NOA# 1/4" ULTRACON W/ 1 3/4" MIN. EMBED @ 9" DOOR (9') PRODUCTS INSULATED 19- .11 O.C. MAX. GARAGE -26.0 -42.0 CLOPAY BUILDING 2" GALLERY NOA# IMPACT 5/16 X 1-5/8" LAG SCREWS 3 PER BRACKET DOOR (10') ZONE 4 -28.0 -51 PRODUCTS PGT INSULATED q 18-0510.02 N/A @ 12" O.C. WITH 1-1/4" MINIMUM EMBED. MULLION 1" x N # 5/16" TAPCONS @ WITH 2" MIN. EMBEDMENT ZONE 5 -34.0 20-0406.03 AND 2" DISTANCE TO EDGE THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AN APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. DIMENSIONING NOTES 1. WALLS ARE DIMENSIONED TO FACE OF MASONRY SURFACES, AND TO FINISHED DRYWALL FACE OF STUD WALLS, UNLESS NOTED OTHERWISE. 2. WINDOWS AND DOORS ARE DIMENSIONED TO CENTERLINE OF OPENING, UNLESS NOTED OTHERWISE. CONTRACTOR SHALL BE RESPONSIBLE FOR CALCULATING ROUGH OPENING SIZES BY REFERENCING OTHER DOCUMENTS, SUCH AS SPECIFIC PRODUCT SPECIFICATIONS. 3. DOORS LOCATED TIGHT TO A PERPENDICULAR INTERSECTION OF WALLS SHALL BE LOCATED A DISTANCE OF 1/2 THE SCHEDULED DOOR SIZE, PLUS 4" FROM THE PERPENDICULAR WALL PLANE, UNLESS NOTED OTHERWISE. 4. HOLD CRITICAL OR "CLEAR" DIMENSIONS NOTED AS SUCH. 5. CALCULATE WORK IN FIELD WHERE INDICATED BY NOTES CALLING FOR ALIGNMENTS AND OTHER GEOMETRIC RELATIONS. 6. REFER TO TYPICAL INTERIOR PARTITION DRAWING FOR DETAILS AND DIMENSIONS OF INTERIOR PARTITIONS. 7. REFER TO WALL SECTIONS FOR DIMENSIONS OF EXTERIOR WALLS. CONTRACTOR SHALL NOT SCALE THE DRAWINGS. IF ANY DIMENSIONS ARE IN QUESTION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN CLARIFICATION FROM THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION. 8. EFFORTS HAVE BEEN MADE TO ACCOUNT FOR STANDARD CONSTRUCTION TOLERANCES WITHIN THE DIMENSIONS INDICATED. CONTRACTOR(S) SHALL REVIEW DOCUMENTS AND CONFIRM ADEQUATE ALLOWANCES HAVE BEEN PROVIDED PRIOR TO COMMENCING WITH WORK. CONTRACTOR SHALL NOTIFY ARCHITECT IN ADVANCE OF COMMENCING WORK TO IDENTIFY ANY ADJUSTMENTS THAT MAY BE REQUIRED. DRYWALL & FINISH NOTES 1. DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING CODE (RESIDENTIAL). 2. CERAMIC TILE IN TUB/ SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702.4 OF THE FLORIDA BUILDING CODE (RESIDENTIAL). 3. 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. 4. 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. 5. FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. 6. ALL DRYWALL INTERIOR HOUSE/GARAGE TO BE FINISHED AND READY FOR PAINT. NO TEXTURED CEILINGS AND NO TEXTURED WALLS. PAINTING; ALL CEILINGS ARE TO BE FLAT WHITE. OWNER WILL PROVIDE A COLOR SCHEDULE FOR THE VARIOUS ROOMS. ALLOW FOR 5 INTERIOR COLORS ON THE WALLS, SATIN FINISH. THE GARAGE WALLS WILL BE ONE COLOR AND GARAGE FLOORS ONE COLOR EPDXY PAINT, GARAGE CEILINGS FLAT WHITE. COLORS TO BE SELECTED AT A LATER DATE. 7. OWNER TO PROVIDE GENERAL CONTRACTOR WITH TILE RENDERING DRAWINGS AND SPECIFIED TILES. 8. OWNER TO PROVIDE GENERAL CONTRACTOR WITH RENDERING DRAWINGS AND SPECIFICATIONS FOR GLASS AND MIRRORS 9. OWNER TO PROVIDE TO GENERAL CONTRACTOR WITH RENDERING DRAWINGS FOR ALL CABINETS AND COUNTERS. 10. OWNER TO SUPPLY ALL APPLIANCES AND SHOP DRAWINGS FOR BUILT INS. GENERAL CONTRACTOR TO INSTALL AND HOOK-UP. 11. GENERAL CONTRACTOR TO ALLOW FOR THE SUPPLY & INSTALL MISCELLANEOUS ACCESSORIES. SUCH AS; BATHROOM TOWEL BARS, TOILET PAPER HOLDERS, TOWEL HOOKS (OWNER TO SUPPLY SPEC SHEETS). 12. GENERAL CONTRACTOR TO MAKE ALLOWANCE TO SUPPLY AND INSTALL CLOSET HANGING AND SHELVING TO CODE. BASE ON WHITE WIRE HANGING IN CLOTHES CLOSETS AND SOLID SHELVING. CONTRACTOR TO MAKE PROPOSAL TO OWNERS FOR FINAL REVIEW. STRUCTURAL NOTES 1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER W/ 1000 PSI MIN. FIBER STRESS VALUE 2. CONCRETE SLABS AND FOOTINGS TO BE 3000 PSI MIN 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER W/ 38" 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 2017 EDITION 7. DOOR & WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2017 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 STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER DOOR & WINDOW BUCK FASTENING DOOR AND WINDOW BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C., WITH THE DOORS AND WINDOWS FASTENED W/ TAPCONS PER THE PRODUCT REVIEW AFFIDAVIT WITH A MINIMUM OF 1 1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME). BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2017 FLORIDA BUILDING CODE W/ AMENDMENTS. FIREBLOCKING NOTES FIREBLOCKING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS- 1 . IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E136 REQUIREMENTS. STUCCO NOTES STUCCO ON RIBLATH OR PAPER BACK SHALL BE ATTACHED TO HORIZONTAL FRAMING PER ASTM C-1063/ 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. 1 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. GENERAL NOTES 1. ALL WORK TO BE PERFORMED PER 2017 FLORIDA BUILDING CODE. 2. BUILDER TO COORDINATE THE WORK OF ALL TRADES. 3. BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES WITHIN THE DRAWINGS. 4. DO NOT SCALE THE DRAWINGS. 5. WALLS ARE DIMENSIONED ARE TO FACE OF MASONRY SURFACES AND FINISHED FACE OF STUD WALLS, UNLESS NOTED OTHERWISE. CONTRACTOR TO TAKE INTO ACCOUNT THICKNESS OF FINISHES WHEN LAYING OUT WALLS TO ENSURE MINIMUM CLEARANCES ARE MET. 6. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND NON STRUCTURAL MEMBERS DURING CONSTRUCTION. TRUSSES ARE TO BE INSTALLED USING SAFE ERECTION PROCEDURES AS RECOMMENDED IN THE GUIDELINES PROVIDED BY THE TRUSS COMPANY. 7. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. EXTERIOR DOOR JAMBS SHALL BE SET IN A BED OF SILICONE CAULKING OR OTHER WATER PROOFING PRODUCT DESIGNED TO STOP WATER PENETRATION INTO THE WOOD. 8. PROVIDE FIREBLOCKING AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES, BOTH HORIZONTALLY IN WALL STUDS AND VERTICALLY AT FLOORS & CEILINGS. REFER TO FBC R302.11 FOR ADDITIONAL INFORMATION. CERTIFICATION FOR DESIGN LOAD COMPLIANCE 1. DESIGN CODE: FLORIDA RESIDENTIAL CODE 2017 EDITION USING ASCE 7-10 2. STRUCTURAL DESIGN: ENCLOSED 3. RISK CATEGORY: II EXPOSURE: B 4. DESIGN WIND VELOCITY: 160 MPH 5. MEAN ROOF HEIGHT: 19'-8" ROOF PITCH: 7:12 6. COMPONENTS & CLADDING DESIGN PRESSURE: PSF, BASED ON ACTUAL SQ. FT. @ 30' MRH (WORST CASE) ROOF: ZONE 1: -22.0 ZONE 2-.-32.0 ZONE 1-60.0 WALLS: ZONE 4: -28.0 ZONE 5: -34.0 GARAGE: -26.0 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 AREA CALCULATIONS AIR CONDITIONED AREAS A/C LIVING 3,268 SF NON CONDITIONED AREAS GARAGE PORCH ENTRY 1042 SF 580 SF 55 SF GROSS AREA GROSS AREA 4,945 SF TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATEGORY' SUBJECT TO DAMAGE FROM WINTER DESIGN TEMPe ICE BARRIER UNDERLAYMENT REQUIREDh FLOOD HAZARDS9 AIR FREEZING INDEX MEAN ANNUAL TEMP] Speedo (mph) Topographic effectsk Weatheringa Frost line depthb Termite° NA See Fig. r301.2(4) NA Negligible NA Very Heavy NA NA NA 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2020 PROJECT BELAND RESIDENCE 7964 Plantation Lakes Drive Port St. Lucie, FL CLIENT EDDY & CONNIE BELAND CONSULTANTS REGISTRATION HAEL J Eq( •, ��•, AR96898 ; V A k ��FRED e Michael Seal 2021.02.02 11:12:54-05'00' MICHAEL J SEAL, AIA REVISIONS NO. I DATE REVISION A 02/02/21 1 BLDG DEPT COMMENTS KEY PLAN SHEET TITLE / SHEET NUMBER GENERAL & CODE INFO AOmOO PROJECT NUMBER R20033 DATE 02/02/2021