Loading...
HomeMy WebLinkAboutPLANSTABULATION LIVING 1,000-. Sq. Ft. CARPORT .. 180 Sq. Ft. " Sq. Ft. TOTAL 1,180. Sq. Ft, WINDOW /DOOR SCHEDULE MARE SIZE / TYPE --.. NOTES . 1 .537/8" W X63" H) SH35 WINF'OW 2 (37 3/4" W X 63" H) SH25 WINDOW EGRESS - 3 37 3/4" W X 38 318" H SH23 WINDOW TEMPERED 4 3 0 6 8 SOLID CORE DOOR SOLID CO, A 3 0 68 H.C. INTERIOR DOOR - -$ 3068FOCEETDOOR 'C 5068D1.FOLDDOORS - - D 12 0 6 8 DI -FOLD DOORS' Planning & Development Services Department • Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 Certification for Design Load Compliance Project Name: SINGLE FAMILY RESIDENCE Project Address: 1806 N. 47TH ST Permit#: Occupancy Type: R Construction Type: V INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida Building Code 2017 Edition with 20 _Supplements using ASCE 7-10 2. Structure Designed as (check one): X Enclosed _ Partially Enclosed _Open 3. Risk Category: -1 X II_ III_ IV Exposure Category: -0 X C D 4. Design Wind Velocity 160 mph 124 ASD N/A LRFD End Zone Width: 5 ft S. Mean Roof Height: 15 ft Roof Pitch: 4 :12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): 19.3 19.3 19.3 33.6 33.6 N/A Zone 1: _30.7 Zone 2: _53.5 Zone 3: -79.1 Zone 4: -36.4 Zone 5: -44.9 Garage: N/A 7• Design Loads: Floor: N/A PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony: _ N/A PSF Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED 8. Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? _A_Yes _Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: 1 certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: Paul Welch P.E. 29945 / 5115 Print Name Cert # & Co. Cert Auth. Paul Welch Inc. ON PLAN 3/15/2019 Signature, Date, and Seal 1994 5. W. Biltmore St. Suite #114 Port St. Lucie, FL Company Name & Address rZ � � 3KI �1 G�I�ES I "°" oN• hfJLco � 1Trr) 7P C hot" a44 G ('1'iii 'LN�'G REAR ELEVATION xui" SCALE IGHT SIDE ELEVATION ar16�SCALE Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name SINGLE FAMILY RESIDENCE Applicant: Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows SEE ELEVS +/-50 P.G.T SH5500 NOA#17-0630.05 IMPACT 3116" ULTRACON X I318'MIN. EMBED HEAD -6"FROM CORNERS&1Z O,C. Mullions JAMS-9" FROM TOP CORNERS, 6" FROM BOTTOM CORNERS, 4" MIN. BELOW Fixed Glass MEETING RAIL AND 10" O,C. Sliding Doors oors RDoors SEE ELEVS +/-67 THERMA-TRU FIBERCLASSIC FL# 5891.1 N/A 114" X 1 114" MIN. EMBED TAPCON AT 6" FROM CORNERS AND 14" O,C, Hurricane Protection Roof ventilation Roofing Material VULT= 160 MPH VULT = 194 MPH IKo INDUSTRIES CAMBRIDGE AR FL# 7006.1 N/A SHINGLE FASTENER PER. NOTE BELOW (6) PER, SHINGLE Revised 07/22/2014 I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: PAUL WELCH P.E. Signature: dti lit 41�t Design Prof: PAUL WELCH INC. Cert. No. 29945 Date: ON PLAN SHINGLE FASTENERS: FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAGE [0.105 INCH (3 MM)] SHANK WITH A MINIMUM 3/8-INCH (10 MM) DIAMETER HEAD, ASTM F 1667, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4 INCH (19 MM) INTO THE ROOF SHEATHING, WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH.(19 MM) THICK, THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING. FASTENERS SHALL COMPLY WITH ASTM F 1667. FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS # I \tlFy4,'+o1 & Well # Date: C, 4 Reviewer. 4 I ('0) � 'O LEFT SIDE ELEVATION 3116"SCALE FRONT ELEVATION 3/16" SCALE RN I NOTES: 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT, SHALL VERIFY AI,L DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2017, FBC 2017 RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017 MECHANICAL CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2014 EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. 6) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F-B.0 2017 FOR EXISTING BUILDINGS. LINTEL SCHEDULE LINTEL # LENGTH /TYPE GRAVITY LOAD GRAVITY LOAD UPLIFT LOAD UPLIFT LOAD COMPOSITE BEAM L-1 5'-10" 70" U-LINTELS 4360 1000 2093 550 8F16 1B-IT L-2 4'-6" 54" U-LINTELS 6133 1000 2724 550 8F16 1B-1T L-3 4'-6" 54" U-LINTELS 6133 1000 2724 550 8F16 TB -IT L4 4'4" 52" RECESSED 5206 1000 2635 550 SRF14 1B-1T L-5 9'-4" 112" U-LINTELS 1843 1000 1133 550 SF16 1B-1T L-6 1 9'-4" 112" U-LINTELS 1 1843 100 1 1133 550 1 8F16 1B-1T NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN NOTE: PROVIDE "CASTCRETE" PRE -CAST CONCREE LINTEL AS NOTED ON PLANS. &._o� W..0 la'- a' (it,'- 1b- I.4 a1FBa L,d r - pm7 zjj j u- TABfkTION LIVING 1,000 _ _ Sq. Ft. CARPORT 180 Sq. Ft. TOTAL 1,1801 Sq. Ft. w AU i� • d' W • L'7 0 � 00 i SHEET. NUMBER RAUL WELCH INC. 119E"CHAN/CAL ELECTRICAL CIVIL ENGINEERING FLOOR PLAN /<"SCALE P ONE C772) 785 9888 EMAIL61SkZ(CHtJVC �14COA PORrs-r. LUCI6', FL 24984. PALL WELCH,, P,E,.FLA REG NO.29945 tN 0 4 2019 WINDOW / DOOR SCHEDULE MARIB SIZE / TYPE NOTES 1 53i7/8" W X 63" H SH35 WINDOW 2 37 3/4" W X 63" H SH25 WINDOW EGRESS 3 37'. 3/4" W X 38 3/8" Ell SH23 WINDOW TEMPERED 4 3 06 8 SOLID CORE DOOR SOLID CORE A 30 68 H.C. INTERIOR DOOR * 30.68POCKET DOOR C 5 06 8 BI-FOLD DOORS D 2 0 6 8 BI-FOLD DOORS 96 ",,M ' LlJ1T1L11\lJ-MICI`i1\ NTS... PLUMBING NOTES: 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2017-PLUMBING 2) DW V PIPING SHALL BE SCHEDULE 40 PVC. 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN %" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, HURRIED PIPING, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION. ZCo'_ 0 I o 4 I /I I \hHe( I I o'-0, Y. j,"o " rrvolo Ec'(F v4 Ni- C4 r vul ATI GARAGES FLOOR SURFACE 1) GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. 2) THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY, 3[c'- A/c 1 Al�u PerAA® rw. P r NOtbl!Aik, �� ,�1F�\ ), r °„K 0> pn c°.l air r A r popiL V I 1 .I 1 .0 1 F-I I o,- U Q 01 M1 FOUNDATION SCHEDULE F-1 16"D X 16"W (2500 PSI) CONC. MONOLITHIC FOOTING W/ (2) #5 BARS CONTINUOUS S-1 4" THK (2500 PSI) CONCRETE SLAB W/ FIBERMESH OR 6" /6" 10/10 W WM OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED SOIL 3 0 3/0 THW IN 2" C " ELECT. SERVICE S11 2001, MDR 1 3 # 3/0, #4, 2" C #4 CU GRND TIED TO BLDG STEEL, CWP AND DRIVEN GRND ROD "EP". 120 / 240V 10 200A MLO ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2014 EDITION. 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP -ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE LOCATED AS SHOWN, AND INSIDE AND OUTSIDE OF ALL EXISTING BEDROOM INTERIOR DOORS (NOT SHOWN) IF NOT EXISTING VERIFY. 6) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 7) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 3 # 3/0 THW IN 2" C 8) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125- VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, UNDER GROUND ELECT. SERVICE GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK "EP„ 9) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL k M 200 120 / 240V 2 10) EXHAUST ANS TO BE VENTED THRU ROOF OR SOFFIT. 1 � 11) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. ' MBR 200A MLO ELECTRICAL LOAD CALC'S PER NEC 3 # 3/0, #4, 2 C 1000 S.F. @ 3 VA 3000 VA TWO 20A APPLIANCE CKTS 3000 LAUNDRY 1500 #4 CU GRND TIED DRYER 5000 TO BLDG STEEL, CWP RANGE 12000 AND DRIVEN GRND ROD WH 4600 DW 1200 WP TUB (OPTION) 1200 --- \ REFRIG 1200 IRR. PUMP (OPTION) 1800'':i MISC 5000 �• . NOTE: USE ALL COPPER WIRE. TOTAL 39400 VA NOTE: USE ALL COPPER WIRE. ELECTRICAL. RISER / DIST. nts... ELECTRICAL RISER / DIST nts FIRST 10 KW @ 100% 10000 REMAINDER 9b 40% 1� Q PTIO N "A" OPTION "B" 11760 TOTAL 21760 ELECTRICAL PLAN "SCALE NC HEAT Cud 100°h 12000 DOTAL 33760 VA y a> 3376063 240 = 140.6667 AMPS vw JSE 200 AMP SERVICE cu {� h ELECTRICAL KEY SYMBOLS SINGLE POLE SWITCH + 3 THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET ,} W 120V SPECIAL PURPOSE OUTLET W{{, " 220V OUTLET : rdGZ d,( GROUND FAULT PROTECTION Vb V Q'fZ WEATHERPROOF UT �T. LIGHT FIXTURE v �t VAPOR PROOF LIGHT ❑ tV' FAN BOX/LIGHT -� FLUORESCENT LIGHT DD eu EXHAUST FAN. ®v EXHAUST FAN/LT. COMBO FLOOD LIGHT O Sb SMOKE DETECTOR Q L o CARBON MONOXIDE DETECTOR EQUIPMENT DISCONNECT REVIEWED FOR CODE COMPLIANCE, ST. LUCIE.COUNTY BOCC FILE` COPY PAUL WELCH INC. "ECHAN/CAL ELECTRICAL CNIL ENGINEERING 19"S.W. B/LTMOREST SWTE& 114 PORTST. LUC/E, FL 34984 PHONE C77?J 785-9888 E-MAIL PWELCHINCOPAOL.COM J U O 4 2019 PAUL WELCH, P.E. FLA REG;NO. R9945 N mI STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICLE CELLS, AND CALCULATE ATTIC VENTILATION COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE CEILING = 1180 SQ. FT. 1180 /150 = 7.8667 REQUIRED VENTILATION STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES &STEEL REQUIREMENTS. 148 L.F. OF 6 " X 18 "VENTS @ 48 " O.C. = 27.75 SF / 2 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: _ FOOTINGS: 3" BEAMS: 1 V2" SUSPENDED SLABS: 1 Vz" - 13.9 SF AVAILABLE FOR CROSS VENTILATION 6) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS 13.9 SQ. FT. > 7.567 SQ. FT. VENTILATION O.K.NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. PROVIDE 6" X 18" SOFFIT VENTS @ 48" O.C. 8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED. 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICIES. 10) UNLESS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILED WITH 8d RING - SHANK NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD. 11) UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES, AND 6" O.C. FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 DIA. 12) LINTELS SHALL HAVE A MINIMUM 4" BEARING EXCEPT RECESSED LINTELS SHALL HAVE 8" BEARING. 1.3) PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM. 14) STUCCO CEILINGS AND SOFFIT NOTE: EXTERIOR CEILING AND SOFFIT TO BE STUCCO OVER WIRELATH W/ I IGA. 2" NAILS W/ 3/8" O HEAD @ 6" O.C. OVER 3/8" METAL RIB LATH @ 6" O.C. W/ (2 LAYERSOF 15# FELT OVER EACH FRAMING MEMBER). WALL FINISH / INSULATION NOTES 1) INTERIOR TO BE W' DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. %" THICK WITH (13 GAGE, 1 3/8" LONG, 19/64" HEAD; 0.098" DIAMETER, 1 1/a" LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG,15/64" HEAD; OR GYPSUM HOARD NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.C. FOR SCREWS. 3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 5) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL. HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. 7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. ENERGY CONSERVATION NOTES 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE% 2017 ENERGY CONSERVATION RESIDENTIAL. 2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO,,, µ A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE .REQUIREMENTS R402.4.1 THROUGH R402.4.4. 4) THE BUILDING SHALL BE TESTED FOR AIR LEAKAGE IN ACCORDANCE WITH R402.4.1.2 5) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN ALR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. 6) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION R401.3. CONCRETE FOUNDATION NOTES I)SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 2)MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" SUBGRADE PREPERATION NOTES 1) THE AREA WITHIN THE LIMITS OF THE FOUNDATION SHALL HAVE ALL VEGETATION, TOP SOIL AND FOREIGN MATERIAL REMOVED. 2) CLEAN FILL SAND AND OR GRAVEL FILL, FREE OF VEGETATION AND FOREIGN MATERIAL, MUST BE PLACED TO DESIGN SUBGRADE LEVEL AND COMPACTED TO ASSURE UNIFORM SUPPORT OF THE FLOOR SLAB. 3) SUBGRADE COMPACTION SHALL BE ACHIEVED BY MEANS AND METHODS DETERMINED BY THE RESPONSIBLE CONTRACTOR SOIL DENSITY TESTING BY INDEPENDENT SOILS TESTING FIRM SHALL BE REQUIRED TO INSURE PRESCRIBED SOIL DENSITIES ARE ACHIEVED. 4) AFTER FOOTING EXCAVATION, AND FORMING, CONTRACTOR SHALL RECOMPACT SUBGRADE SOILS USING SUITABLE VIBRATORY MECHANICAL COMPACTOR. TITS UPPER 16 INCHES OF SOILS UNDERLAYING THE WALL FOOTINGS SHOULD HAVE, A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY UNIT DENSITY AS DETERMINED BY MODIFIED PROCTOR METHOD FOR THE EXISTING SOILS. IN -PLACE SOIL DENSITY TESTS SHOULD BE PERFORMED IN ACCORDANCE WITH ASTM D-2922, AT A FREQUENCY DETERMINED BY THE SOIL TECHNICIAN TO VERIFY UNIFORMITY OF THE UNDERLYING SOIL DENSITY, PRIOR TO PLACING CONCRETE. 5) SUBBASE COMPACTION FOR THE FLOOR SLAB FILL MATERIAL SHALL BE UNIFORMLY COMPACTED TO A MIN vIUM DENSITY EQUAL TO 95% OF THE MAXIMUM DRY UNIT DENSITY OF THE FILL AS DETERMINED BY MODIFIED PROCTOR METHOD IN ACCORDANCE WITH ASTM D-1557. 6) CONCRETE SLABS ON GRADE SHALL BE PLACED OVER A POLYETHYLENE VAPOR BARRIER WITH A MINIMUM THICKNESS OF 6 MILLS, INSTALLED WITH LAPPED JOINTS NOT LESS THAN 6 INCHBSI AND CONTINUOUSLY TAPPED WITH HIGH DENSITY POLYETHYLENE ADHESIVE TAPE. 0 J_J WATERPROOFING NOTES STUCCO CEMENT FINISH i PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM CMU WATER RESISTANT COATING - ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN (SEE WATERPROOFING NOTE #1) ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE APPLICATION OF THE CMU WATER RESIT,ANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE CORROSION RESISTANT FLASHING - OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING 24" MINIMUM PER WATERPROOFING NOTE #2 EACH DIRECTION, ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR 10 BUCK INSTALLATIONS, 2, INSTALL BUCKS SO 'THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN APPLY PERIMETER SEALANT CAULK BUCK AND MASONRY. BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE #5) 3. PRIOR TO BUCK INSTALLATION APPLY' 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN' SURFACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT. 4, PROVIDE PAN FLASHING AT SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL. PAN FLASHING SHALL BE CORROSION RESISTANT. 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES AT ALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION. _ 6. AFTER WINDOW/ DOOR INSTALLATION- PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR ,AIR SEAL AROUND THE ENTIRE PERIMETER. CONTINUOUS FOAM INTERIOR AIR AND WATER SEALANT PER WATERPROOFING NOTE #6 MARBLE. SILL. - f �. MORTAR OR — GROUT Y2" DRYWALL -FASTENERS AS REQUIRED BY WINDOW MANUFACTURER -CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE #2 CAULK SEAM AT WINDOW INSTALLATION (SEE WAILRPROOFING NOTE #5) CMU WATER RESISTANT COATING (SEE WATERPROOFING NOIT #1) SET SILL. IN FL11.L MORTAR BED STUCCO OR DECORATIVE CEMENTITIOUS COATING 8" GM.U, '34" FURRING TO MASONRY WALL, PRECAST CONCRETE WIND RESISTANT FLUSH S11A. AS MANUF'ACTURERD BY CAST—CRETE (OR EQUAL) ..... FFIECA8T..._ « NOffffM WINDOW SILL C�ETAIL ...... STUCCO OVER WtRBLATH W/ I ILIA. 2" SCALE: N.T.S. NAILS W/ 318,16 'HEAD 611 O,C. OVER 3/8" IvMtAL RIB LATH (o6" O.C. W/ (2 3 TAB SHINGLES OVER 30# LAYERS) OF 15# FELT OVER Wt) ROOFING FELT ON 19/32- CDX FRAMING MEMBERS ( MUSS TAILS), PLYWOOD ROOF SHEATHING NAILED W/ 8d RINGSHATNK NAILS PROVIDE Ox is" SOFFIT V 914i'S @ 48" PER DETAIL FIBERGLASS BATT. 1F R "INSULATION C PRE-ENGINEERED WOOD TRUSSES i Q 24" O.C. (MAX. SPACING) JFIRRING "SIMPSON" STRAPPER TRUSS - / CONNECTOR SCH. 1,z� ` I METAL FLASHING (DRIP EDGE) ----^ — BOTTOM CORD OF 2X6 P.T. WD. FASCIA (OPTIONAL TRUSS < _ _ 1 2 x 6 CEDAR FASCIA) V2' DRYWALL (WALLS • ' AND CLG) 1/" DRYWALL (WALLS AND CLGG)� �` VENTED SOFFIT PER SOFFIT / : • DETAIL 8"X8"XI6" CONTINUOUS CONC. 2 X 4 WD TOP PLATE OR BEAM BLOCKW/ (1) - #5 BAR IN -� #5 REBAR W/ 90 DEGREE HOOK I V2" X 3 5/8" METAL (30M PSI) CONC. FILLED CELL RUNNER 8"X8"X16" CONC. BLOCK 8" PRECAS LINTEL W/ (j)45 BAR (MASONRY) 2 X 4 WOOD STUDS @ 24" IN (3000 PSO CONC. FILLED CELL 9'-C VUd-L HT. VERIFY O.C. AT ALL DOOR AND WINDOW OR 1 'V2" X 3 5/8" METAL OPENINGS (SEE LINTEL SCH. FOR #5 VERT. REBAR IN (3000 PSI) MORE INFORMATION)—CONC. FILLED CELL STUDS @ 24" O.C. (SEE FLOOR PLAN FOR LOCATIONS) F I - FOIL INSULATION ON P.T. �. j, .4 Vz" DRYWALL BOTH I X2 FIRRING @ 16" OR 24" O.C. STUCCO FINISH SIDES (SEE WALL FINISH 5/r THICK NOTES FOR WALLS #5 REBAR W/ 30 MIN. LAP SPLICE ADJACENT TO SHOWER WOOD OR VINYL BASE ° AND TUB) FLOORING BY CONTRACTOR (2500 M CONC. FOUNDATION _ SEE PLAN FOR SIZES AND 2X4 P.T. WOOD BOTT SPECIFICATIONS PLATE OR I V2" X 3 5/8" ME 4" RUNNER W/ TAPC tVih =_ [ FINISIED GRADE @ 24" O.C. _ u = � •� (i i CONC. FLOOR NOTE: INTERIOR C8S WALL SIMILAR. STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1) CORROSION RESISTANT FLASHING - PER WATERPROOFING R(O,TE #2 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE #5) e FILLED CELL. AT JAMB BLOCK (TYP) 1x3 P.T. WOOD FIRRING ALL. (3) SIDES CONJINLIOUS SEE WATER PROOFING NOTE #6 ANCHOR 1x4 P.T, (M)N.) BUCK WITH SEALANT PER WATERPROOFING NOTE #4 AND ANCHORED TO MASONRY WITH 1-Y2" CASE HARDENED COIL. NAILS 012" Q.C. MAX. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENT'S. bl_QTEL WINDOW FRAME SHOULD BE COMPLETLY SEATED ON THE BUCK. IN NO INSTANCE SHALL THE FRAME OVERHANG THE BACK J. FILLED CELL AT JAMB BLOCK (TYP) ;1. 4, 4 n i 4'• ° 10 P.T. WOOD FIRRING ALL (3) SIDES a CONTINUOUS WOOD. TRIM Ix6 P.T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE #4 AND ANCHORED TO MASONRY w/ 1-3," CASE HARDENED COIL NAILS 012" O.C. MAX. SEE WATERPROOFING NOTE #6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE. WITH MANUFACTURF..'S PRODUCT' APPROVAL INSTALLATION REQUIREMENT'S. i; EXTERIQJFl..DOQEI-..BUCK-. DETAIL.._............_...._.._ ........ - SCALE: N.T.S. —. PRE- ENGINEERED WOOD TRUSSES \� @ 24" O.C. (MAX. SPACING) I STUCCO CEILING PER STRUCT. NOTE# 12 (1 ROW) I 8"X8" CONTINUOUS CONCRETE / BEAMBLOCKW/(1)-#513ARIN------- _ 130v0 Pot vi��. F1 LT ED EA H CELL 8" PRECAS LINTEL W/ (1)45 BAR IN (3000 PSI) CONCRETE FILLED CELL - -� (SEE LINTEL SCH. FOR MORE INFORMATION) k � I , m IL "SIMPSON" STRAP PER TRUSS CONNECTOR SCH. LL 1—#5 REBAR W/ 90 DEGREE HOOK 8"X 16" CMU COLUMN W ITFT (2)- 95 BARS VERT. FILLED WITH (3000 PSI) CONCRETE, CORNER COLUMNS ARE 8" X 8"X 16" CMU COLUMN WITH (3)- 45 BARS VERT. FILLED WITH (3000 PSI.) CONCRETE ---STUCCO FINISH --#5 REBAR W/ 30" MIN. LAP SPLICE 7i4 FINISHED GRADE 12u �(2500 PSI) CONCRETE FOUNDATION SEE PLAN FOR SIZES AND SPECIFICATIONS) REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCK YPICAL COLUMN SECT O (COV PORCH) nts FILE COPY PAUL WELCH INC. WCHANICAL ELECTRICAL CIVIL ENG/NEE'R/NG /9843. YY. an. TMORES7; sunro f 14 PORTBT; LUCi , FL 94984. j�PHJ (770785-.9888 E'�� /L PW.=LCHI/VCgsAOL.COIFf PAUL WELCH, RE. FL A REG N0. Wo.f. UN 0 4 2019 w TRUSS CONNECTOR SCHEDULE CONNECTOR CONNECTOR FASTENERS NOTES TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT ID UPLIFT DESIGN T01 EACH 1060 (1)-HETA 20 1810 (9)-10d X 11/2" VALLEYS CONT. 100 # PLF ( ) MTS 16 1000 (14)-10d X 11/2" O j 1 STRAP AT EACH END AND AT 24 O.C: ALL OTHERS AT CBS BEARING LESS EACH < 1800# (1)- HETA 20 1810 (9)-10d X 11/2" AT CBS BEARING THAN 1800# BUILDERS FIRST TRUSS COMPANY SOURCE LAYOUT DATE 5 28 2019 CUT -SHEET DATE 5 29 2019 NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED. NOTES: 1 VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR W/ (4)- #9 50 X 2 1/2" TO SUPPORTING TRUSS AND (3)- #9 SD X 11/2" - TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. TRUSS NOTES: 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. 2) CONTRACTOR TO PROVIDE PAUL WELCH INC., AND BUILDING DEPARTMENT WITH ENGINEERED' TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 3) CONTRACTOR TO VERIFY ALL ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 4) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSSCOMPANY. 5) SEE TRUSS CONNECTOR SCH. FOR TRUSS TO WALL CONNECTIONS: FAVE I?OOF c�eTHING PLwrr.nvr_ 7IlAfT. nt&.- "A" = b FIST ffmGfLAE7"ffcRGOFPLIN PL9Nng" - ZONE ROOF SHEATHING ATTACFIMEAIT RFUMEMENTS Ti NAM AT 6" O.C. PERDAISM AND a O.C. FlIaD ® NAILS AT 6" O.C. PERDdETE AND 6" O.C. FIELD=- 3Q NAILS AT 4" O.C. PEREAEFER AND 6" O.C. FE D NOTE_ ROOF SHEATHING SHALL BE 19132" TIUCK CDX PLYWOOD-ROOFSHEATHING FASTENED TO ROOF FRAMING WITH Sd ANGaSHANK NAILS (PER FRCSS23.1) SPACED PER ZONE DESIGNATIONS AS SHONW ABOVE. a 26-04-00 10-00-00 �I 'r� r- cM LO I` N_ I` I` i` I` I` Ln M - O O O O OO O OO O O O O O O ®A V-__-W W W. .W W..__ U _..__ ..._...... - . .... _.._. fW .... __.._ -U ..... k N., CJ01- CJ01 ---- --- -- - ----- 12 j O O 4F CJ03 ----- 00 / ! 1CJ03 :. o0 _ �- I ;/ ;CJ05 loo�o o T01 -:_---:--__---__ -_ - ----- ------ Lo m O o T02---_ -_-- ---- -- U U U - -- -- - �` - -- _ -------=_ -�z_- _--- -- - T03— ICJ03 T04 I TO 5 I / 7 .� ;' o 0 0 O 7-00 00 „ -- - _ - T05 z --- — ---- > —� - _ = > > -- _-_- __ _-- J07 0 E -._ _ - ---- 00 J T05__.—_._.— ( t T05 CJ05 t � I -- — -- T03 CJ01 i -- - -- - -----_=__-: — -_-__ -- T02 - - (.0- --o 'SRO. - - 0 0 T01-- - - _ - - - --- -- -- --- -__ - , i o CD CJ05 .___ __--_-liCJ05 O - o O o CJ03 -- ;' o —_- - CJ03 Hatch Legend ciol A : 1 i 01 -M ti ti I� Lo M r y �® O o CD o O o O o O O o C) C) U U V w w w w w w w U U U 26-04-00 -- -- - ------ -----_ - ---- - ---- - _----- 10-00-00 ---- - -- ---- c s REVIEWED FOR ODE COMPLIANCE T. LUCIE COUNTY BOCC PAUL WAE'LCHINC. �n�-E colMECHANICAL ELECTRICAL C/V/L LGNG//VEE - - _ f984S-W OIL 7MOREST4 $UITE-W f 14 PORT57 LUCIE, FL 849" (772J785-9888 E-AfAIL PWELCHINCOAOL COAT L PAUL WiELCfi, P.E_FLA RZOE NO 29945 J U 0 4 2019 W W v� w w a. �1 W ° a� 4 f ft 26-04-00 co LO LO M O O O O O O O O O O o�01 U U U W W W W W W W U U U C\ CJ05�� CJ03 CJ01 I 10-00-00 CJ01 CJ03 3-15 CJ05 LID M r- U U U 7-00-00 JL.L M L ti ti ti In M r O O O O O O O O O O O O O W W W W W W W U U U 26-04-00 U U U = CJ05 CJ03 Hatch Legend " - 81011 CJ01 O� 10-00-00 i 0 1 O O O 01 03 05 �- EJ07 o O EJ07 0; 1 M !,EJ07 - CJ05 CJ03 CJ01 NOTES: 1.)REFER TO HIB 91 (RECOMMENDATIONS FOR HANDLING INSTALATION AND TEMPORARY BRACING.) REFER TO ENGINEERED DRAWINGS FOR PERMANENT BRACING REQUIRED. 2.)AII TRUSSES (INCLUDING TRUSSES UNDER VALLEY FRAMING) MUST BE COMPLETELY DECKED OR REFER OR DETAIL V105 FOR ALTERNATE BRACING REQUIREMENTS. 3.)ALL VALLEYS ARE TO BE CONVENTIONALLY FRAMED BY BUILDER. 4.)ALL TRUSSES ARE DESIGNED FOR 2' ox. MAXIMUM SPACING UNLESS OTHERWISE NOTED. 5.)ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED LOAD BEARING UNLESS OTHERWISE NOTED. 6.)SY42 TRUSSES MUST BE INSTALLED WITH THE TOP BEING UP. 7.)BEAM/HEADER/LINTEL (HDR) TO BE FURNISHED BY BUILDER. 10,Buaklerls FirstSour r . i' Jacksonville REVIEWED I" j PHONE: 904-772-6100 FAX: 904-772-1973 CODE COMPLIANCE Tampa ST. LUCIE COUNTY PHONE: 813-621-9831 FAX: 813-628-8956 BOCC Freeport PHONE:850-835-4541 FAX:850-835-4532 BUILDER: Gentile Construction MECH-E C WELCHC INC. Gentile 1984 14 3T ,FFL34964 LEGAL ADDRESS: PAUL WELCH, P.E. FLA REG NO2M5 1806 N 47th St. MODEL: Revision: FILE COPY Custom Rev. By: JUN 0 4 2019 DATE: Drawn By: a erence 5/28/2019 Tom J 1766412 MITEK PLATE APPROVAL #'s 2197.2 - 2197.4, WEYERHAUSER PRODUCT #'s 1630.2 - 1630.10 SE Levei JOD-F: Lna Level JODiF MOOT JOD?F: Planning & Development Services Department t W Building & Code Regulations Division ` 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 Certification for Design Load Compliance 1 Project Name: SINGLE FAMILY RESIDENCE Project Address: 1806 N. 47TH ST Permit#: Occupancy Type: R Construction Type: V { INSTRUCTIONS FOR USE: R This certification must be completed, signed, and sealed by the design professional of record. a Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. I DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida Building Code 2017 Edition with 20 _Supplements using ASCE 7-10 2. Structure Designed as (check one): X Enclosed _Partially Enclosed _Open 3. Risk Category: —1 X II__ Ill IV Exposure Category: _ B X C D 4. Design Wind Velocity 160 mph 124 ASD N/A LRFD End Zone Width: 5 ft S. Mean Roof Height: 15 ft Roof Pitch: 4 :12 Parapet: N/A ft 6, Components & Cladding Design Pressures Used; (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): 19.3 19.3 19.3 33.6 33.6 N/A Zone 1: _30.7 Zone 2: _53.5 Zone 3: -79.1 Zone 4: -36.4 Zone 5: _44.9 Garage; N/A 7. Design Loads: Floor: N/A PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony: • N/A PSF Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED B. Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not: 9. is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: Paul Welch P.E. 29945 / 5115 Print Name C®rt # & Co. Cert Auth. j Paul Welch Inc. ON PLAN 3,115/2019 Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL _ Company Name & Address SHI � (�LE"�• "gyp 14 h fle tt� 1?PB) j s4 fInJl�ss(I 4 .4 Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit _ Owners Name SINGLE FAMILY RESIDENCE Applicant: Product Opening Design Pressures Product Rated —Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows SEE ELEVS +/-50 P.G.T SH5500 NOA# 17-0630.05 IMPACT 3/16" ULTRACON X 1 3/8" MIN, EMBED HEAD • 6" FROM CORNERS & 12" O.C. Mullions JAMB. 9" FROM TOP CORNERS, 6" FROM BOTTOM CORNERS, 4" MIN. BELOW Fixed Glass MEETING RAIL AND 10" O.C. Block Glass Skylights Sliding Glass Doors Swing Type Doors SEE ELEVS +/-67 THERMA-TRU FISERCLASSIC FL# 5891.1 N/A 1/4" X 1 1W MIN. EMBED TAPCON AT 6" FROM CORNERS AND 14" O.C. French Doors Garage Doors Hurricane Protection Roof Ventilation Roofing Material VULT = 160 MPH VULT = 194 MPH IKO INDUSTRIES CAMBRIDGE AR FL# 7006.1 N/A SHINGLE FASTENER PER. NOTE BELOW (6) PER. SHINGLE Revised 07/22/2014 I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: PAUL WELCH P.E. Signature: ofti rL.AI4 Design Prof: PAUL WELCH INC. Cert. No. 29945 Date: ON PLAN SHINGLE FASTENERS: FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAGE [0.105 INCH (3 MM)] SHANK WITH A MINIMUM 3/8-INCH (10 MM)' DIAMETER HEAD, ASTM F 1667, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4 INCH (19 MM) INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH,09 MM) THICK, THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING. FASTENERS SHALL COMPLY WITH ASTM F 1667, ,EFT SIDE ELEVATION 3116"SCALE) ©'HF\1 a • »r y fJI� FII,IIS{') RIGHT SIDE ELEVATION 3116"SCALE FRONT ELEVATION 3116" SCALE Ism NOTES: 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT, 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2017, FBC 2017 RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017 MECHANICAL CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA 70) 2014 EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE .INFESTATION AREA PER FRC 301. 6) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE RB.0 2017 FOR EXISTING BUILDINGS. LINTEL SCHEDULE LINTEL # LENGTH /TYPE GRAVITY LOAD GRAVITY LOAD UPLIFT LOAD UPLIFT LOAD COMPOSITE BEAM L-1 5'-10" 70" U-LINTELS 4360 1000 2093 550 8F161B-IT L-2 4'-6" 54" U-LINTELS 6133 1000 2724 550 8F161B-1T L-3 4'-6" 54" U-LINTELS 6133 1000 2724 550 8F16 1B-IT L-4 4'-4" 52" RECESSED 5206 1000 2635 550 8RF14 1B-IT L-5 1 9'-4" 112" U-LINTELS 1 1843 1000 1 1133 1 550 1 8F161B-1T L-6 1 W-4" 112" U-LINTELS 1 1843 1 1000 1 1133 1 550 1 8F16 1B-1T NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN NOTE: PROVIDE "CASTCRETE" PRE -CAST CONCREE LINTEL AS NOTED ON PLANS. ,601%% gr-vrr r,.a S"CMLI W A11- (�Yd'•j (td (9acoC9 P+�1) rI>rLFip M , 1 11` Q Q `0Cal Q REVIEWED FOR CODE COMPLIANCE —71 ST. LUC1E COUNTY BOCC ILGD RECEIVED` OCT 2 4 Zs7?g ST. Lucie County, permitting 41 r Q TABULATION LlVENG '9 •vq <. 1100 Sq. Ft. CAdtI'ORT 180 Sri. Ft. S . Ft. TOTA1, 1,1SO ;S4,,101. 14" 1; Ilk a� ,o s 1171 ! In L L b ti 1 � Y i a ( 2 1 f IP: Y "{ f t �y I i �I 1' iz~ 1 y h SHEETNUMBER FAU]. WELCH ING#, c V114 � °F - M&CHANICAL ELECTRICAL UIVIL EJVGA" 1 r�� ALE - 1984 S. W. BIL rMORE S7. SUIT.E # I f. l r, P — POR7 S7, LUCIE, FL. 34984 _ Ff/°fO� (77'2)785-9888 EMAIL PYIWEL:CHfNC@AOL.COlN PAUL WELCH, P.E. ,fLA REG N0. 29945 WIND(iVV / DOOR SCHEDU SIZE / 1'E NOTI4S 1 53 7/8 W X 63 111 SU35 WM~,A 2 (37 3/4" W X 63"' H SR25 WINDOW EGRES 3 373/4" W X383/8" H SH23 WINDOW TEMPERED 4 3 0 6 8 SOLID CORE DOOR SOLID CO A 3 0 6 E Er . INTERIOR DOOR B 3068 POCKET DOOR C 5 0 6 8 BI-FOLD DOORS D 12 0 6 8 BI-FOLD DOORS "6"vrtr q'ToS,S, r'LulvlD11,Nkx KVIEK NTS... PLUMBING NOTES: 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2017-PLUMBING 2) DWV PIPING SHALL BE SCHEDULE 40 PVC. 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING; TYPE L COPPER, CPVC, OR PEX. 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN N" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING, SUPPLY AND RE, TUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6) WATER HE, INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION. ­(0 y i 0 ot— � � � ---�- ' '�✓rG It �nn 4oUlR.Et& PA D fOR. c- GARAGES FLOOR SURFACE 1) GARAGE FLOOR, SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. 2) THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. I Atc Atiu_I I s' PpoVlo� �-mP �a�l � oaenlu --� i �t a/aAJJ II VIR L 1'I Ga�G ,I I.at,I�1044INvI "N1"g; C,1S.0 AT oposL ,' 4 d FOUNDATION 5 (p,, 4 „ 1/"SCALE G C 0 sN_ FOUNDATI-ON SCHEDULE F-1 16"D X 16"W (2500 PSI) CONC. MONOLITHIC FOOTING W/ (2) #5 BARS CONTINUOUS S-1 4" THK (2500 PSI) CONCRETE SLAB W/ FIBERMESH OR 6"/6" 10/10 W W OVER VAPOR BARRIER ON CLEAN CJ)MPACTED CHEMICALLY TREATED SOIL 3 # 3/0 THW IN 2" C ELECT. SERVICE 700` 2 MBR 1 3 # 3/0, #4, 2" C #4 CU GRND TIED TO BLDG STEEL, CWP AND DRIVEN GRND ROD „EP„. 120 / 240V I� 200A M LO NDTE: USE ALL COPPER WIRE. ELECTRICAL RISER / pISjz_ nts... aPrlaN "A°' ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2014 EDITION. 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS O.R A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP - ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE LOCATED AS SHOWN, AND INSIDE AND OUTSIDE OF ALL EXISTING BEDROOM INTERIOR DOORS (NOT SHOWN) IF NOT EXISTING VERIFY. 6) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 7) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS; PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 3 # 3/0 THW IN 2" C 8) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125- VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, UNDER GROUND ELECT. SERVICE GARAGES, KITCHENS, ACC'ESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. .CEP.. , 9) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. (M ) 200 120 / 240V 10) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. / 2 1 11) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. MBR 200A M LO ELECTRICAL LOAD CALC'S PER NEC I � 3 # 3/0, #4, 2" C 1000 S.F. @ 3 VA 3000 VA TWO 20A APPLIANCE CKTS 3000 #4 CU GRNp TIED LAUNDRY 1500 DRYER 000 TO BLDG STEEL, CWP RANGE 15 AND DRIVEN GRND ROD WH 2000 00 DIN 1200 WP TUB (OPTION) 1200 - REFRIG 1200 IRR. PUMP (OPTION) 1800 �. 9 Mlsc 5000 NOTE: USE ALL COPPER WIRE. TOTAL 39400'VA ELECTRICAL RISER / OIST. nts., FIRST 10 KW @ 100% 10000 pC OPTION "B" REMAINDER 0 40% 11760 Mm u TOTAL , 21760 A/C HEAT @ 100% 12000 TOTAL 33760 VA it. 33760 240 = 140.6667 AMPS {� � USE 200 AMP SERVICE l ELECTRICAL KEY SYMBOLS �1 SINGLE POLE SWITCH 'b' S THREE WAY SWITCH d DUPLEX CONVENIENCE OUTLET W 120V SPECIAI, PURPOSE OUTLET ®y,Z20 220VOUTLET.- 1�I0/ GFa GROUND FAULT PROTECTION UVGFi WEATHERPROOF ter. LIGHT FIXTURE v �t VAPOR PROOF LIGHT FAN BOX/LIGHT FLUORESCENT LIGHT Aa EXHAUST FAN 5.9 ®4 EXHAUST FANILT. COMBO FLOOD LIGHT O 5D SMOKEDETECTOR CARBON MONOXIDE DETECTOR IOO� ,C L_f EQUIPMENT DISCONNECT ELECTRICAL PLAN.,' SCALE � PAUL YYELGh/ '`CHAN/CAL ELECTR/CAL CJV/L ENE'NG/NEER/NG /9845. W B/LTMORESr. SUITE# 114 P HI» (77� 1 9888. E--MA/L WELCHCVA/N0,L.00M OCT 2 2 2019ONPAUL WELCH, P.E. FLARE'GIVo: