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Home My WebLink AboutBUILDING PLANSPlanning & Development ServlcesHepartment 0 Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL34982- (772) 462-1-- 3 Certification for Design Load Compliance Project Name: SINGLE FAMILY RESIDENCE Project Address: 2604 STERLING COURT Permit#: Occupancy Type: R Construction Type: 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 fc, o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. 'p Note: Form not required for interior renovations provided that no exterior structural elements are sffe k_ --._ certain minor building permits at the discretion of the local building official. Contact the # above for quesr:_•rs DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that aoplVI 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: _ I X 11111 IV Exposure Category: _ B X C D 4. Design Wind Velocity 160 mph 124 ASD N/A LRFD End Zone Width: 5 ft 5. 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 ocenings): 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 Zane 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? 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 Cert # & Co. Cert Auth. Paul Welch Inc. -ON PLAN 3/14/2019 Signature, Date, and Seal 1984 S.W. Biltrnore St. Suite #114 Port St. Lucie, FI. Company Name & Address o•N• i3.6 hfuwa , 3l,& -t4,7 Ali )H-aa,a 4 - REAR ELEVATION 3/16"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 Tvve Method of Attachment Windows SEE ELEVS +/-50 P.G.T SH5500 NOA# 17-0630.05 IMPACT 3/16" ULTRACON X 1 318" MIN. EMBED HEAD - 6" FROM CORNERS & 12" O.C. S JAMB. 9" FROM TOP CORNERS, 6" FROM BOTTOM CORNERS, 4" MIN. BELOW Fixed Glass MEETING RAIL AND 10" O.C. ,QwwoNS +34.� �51 rCt, I` �x7,�5x0.33 A41A#/7065401 N(A 3 a r i Ka 'F o'*' Skylights Sliding Glass Doors Swing Type Doors SEE ELEVS +/-67 rTHERMA-TRU FIBERCLASSIC FL# 5891.1 N/A 114" X 1 1/4" MIN. EMBED TAPCON AT 6" FROM CORNERS AND 14" O.C. French Doors Garage Doors Hurricane Protection Roof VenOtation 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: C>N Pl.e+tj 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 MIND" 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. LINTEL SCHEDULE LINTEL # LENGTH /TYPE GRAVITY LOAD GRAVITY LOAD UPLIFT LOAD UPLIFT LOAD COMPOSITE BEAM L-1 4'-6" 54" U-LINTELS 6133 1100 2724 600 8F16 IB-IT L-2 7'-6" 90" U-LINTELS 2661 1100 1634 600 8F161B-1T L-3 4'4" 52" RECESSED 5206 1100 2635 600 8RF14 1B-IT L4 9'-4" 112" U-LINTELS 1843 1100 1133 600 8F161B-1T u �SJ1 000e GOU u i NOTES: 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL p� JUN 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. WINDOW / DOOR SCHEDULE MARE SIZE / TYPE INOTFS 1 37 3/4" W X 63" SH25 WINDOW EGRESS 2(MIL) 37 3/4" W X 63" ED SH25 WINDOW 3 3 0 6 8 SOLID CORE DOOR SOLID CORE A 3 0 6 8 B.C. IlVT'ERIOR DOOR B 4 0 6 8 BI-FOTD DOORS 7 41-0 Tr-%9L0 _ - .. - _ ....... ... ._..... ... ;Owet tJwNIG9 TL ' • Gila' EGh% - _ `� � TABULATION LIVING 1,354 Sq. Ft. CARPORT 180 •Ft. Ft. TOTAL 1,534 s1q Ft ' ua � y � • d NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN d- - - _ �..l, ,T 'I m NOTE: PROVIDE "CASTCRETE" PRE -CAST CONCREE LINTEL AS NOTED ON PLANS I /l.! 41p-a - I _ CU WALLA,_ N 6I� r r' N Ik 141 �k i fik4 N F - a� A `•. / 6/G . O' L.Gtillb f d`i r GI�EL. IQdh6 co1lo, gab --_ __i r W TAIJ 1 (0 (D Ru-PFI 2cll •--a- i%7V•) �P(tJLL a • WINDov1/. 3(, 4- - FINI�71-! Dove (-4) /) HEIC'i'iL+ - - RIGHT SIDE ELEVATION 3»6"SCALE I>P d 9 en.4 .� � tallritE2 lt-'' ! 4lr�IC.EIS4.K/4EB.°f' I j'� \ I str`an' J t_ 1, . 114 Qae11�€�s I N � 1 �„K I to"Gt7xlG� _ tr"ri.) � � gyp• �I,ocl�car,JM pG _ W/�#5e*�6vea-f. cl LIVIfJld �M. E�b�l a°Z � R. L; q Z 0 HMV L>Z �5��$AVLT L I oti1 IN (;�it7OOf'SI� c�l-LS CT"rP.) Ze- St•Q.UGeC®u"Y % W , to q -0331 PAUL WELCHWC. FLOOR PLAN /," SCALE MECHAMCAL ELEcmfCAL CIVIL ENGINEEIUNG f984S••W 81LTMOREST• SUITE`# Y f4 PORTST LUCIE, FL 34984 PHONE (272) 785- 9888. E-MAIL PWELCHINCLOAOL.COM J UN 2oiPAUL WELCH, P.E• FLA REG NO: 29945 �V V PLUMBING NOTES: 1) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2017-PLUMBING L 2) DW V PIPING SHALL BE SCHEDULE 40 PVC. I�u6 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L �c COPPER, CPVC, OR PEX. vJa 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND i L ! vt¢ WITHIN BLDG. 3„ 5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL W45N 3 ' BE APPLIED TO PIPING LARGER THAN'/a" 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, l �g BURRIED PIPING, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. Z" 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION. pW PLUMBING RISER NTS... 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. 2! ' 5-I ' 4mJaxi,4�J® - I C--- - 1 I I V_--- W /\Wq I - - I 11 11 E bet r ParJ� 41r, 4 U t '4 faHtA%f I 1 I I e I 10, AH co fI %'M I.d�.IDIN(! Ipl� cia ZQI- �u FOUNDATION PLAN "SCAT -------------- 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/ FHIERMESH OR 6"/6" 10/10 W WM OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED SOIL ELECTRICAL NOTES ELECTRICAL LOAD CALC'S 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) PER NEC 2014 EDITION. 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING 1354 S.F. @ 3 VA 4062 VA FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE TWO 20A APPLIANCE CKTS 3000 PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY LAUNDRY 1500 HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED DRYER 5000 TO BE HIGH-EFFACY LAMPS) RANGE 12000 3) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN WH 4500 CONDITIONED AND UNCONDITIONED SPACES. 1200 4) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP — ARC FAULT CIRCUIT DW 1200 5) SMOKE DETECTORS TO BE LOCATED AS SHOWN, AND INSIDE AND OUTSIDE OF WWP P TUB (OPTION) ALL EXISTING BEDROOM INTERIOR DOORS (NOT SHOWN) IF NOT EXISTING 1200 VERIFY. IRR. PUMP (OPTION) 1800 6) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE MISC 5000 DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE TOTAL 40462 VA 7) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, FIRST 10 KW @ 100% 10000 LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, REMAINDER 0. 40% 12184.8 HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 8) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125- 22184.8 VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, TOTAL GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF 12000 E E OF ANY SINK. AIC a 9) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. TOTAL 34184.8 VA 10) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. 11) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. 34184.8 - _.. 240 = 142.4367 AMPS USE 200 AMP SERVICE 4k My. wr�UfZ LECTRICAL PLAN '."SCALE ELECTRICAL KEY SYMBOLS �l SINGLE POLE SWITCH 'b' 3 THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET 120V SPECIAL PURPOSE OUTLET (1)"" 22oV OUTLET .• (tGFX GROUND FAULT PROTECTION 0'9 WEATHER PROOF LIGHT FIXTURE v �S VAPOR PROOF LIGHT FAN BOX/LIGHT FLUORESCENT LIGHT Oo FAQ EXHAUST FAN ®ff EXHAUST FAN/LT. COMBO FLOODLIGHT Q SD SMOKE DETECTOR N CARBOMONOXIDE DETECTOR *''Co EQUIPMENT DISCONNECT C I L5 leJY PSI UL WELCH INC. MECHANICAL ELECTRICAL CIVIL.ENG/NEE'RING f984S. W. OILTMORE'ST. SU/TE,# f f4 PORTS7: LUCIE, FL 34984 PHONEC770785-9888. EMAIL PPWL'CHINCVAOL.COM J � o 4 2019 PAUL WELCH, P.E. FLA REG NO; 29945 ft �`. !..:. b N co ED RI 04 W V 1rFT^,11 I+I yA V1 v O w ~ 0 W� L'7 w W N SHEET NUMBER 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 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 STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" BEAMS: 1 Vz" SUSPENDED SLABS: 1 %z" 6) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 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. 13) 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/ I1GA. 2" NAILS W/ 3/8" 0 HEAD (g) 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 HEMS" DRYWALL FINISH, 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. %" THICK WITH (13 GAGE, 13/8" LONG, 19/64" HEAD; 0.098" DIAMETER,1 Yd' LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 15/8" LONG, 15/64" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9/32" READ) 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 1279 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 1.395, 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 UNCON➢ITIONED SPACES SHALL BE WEATHERSTRH'PED AND INSULATED TO 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 AHR 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 AHR 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)MIN.IMUM 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. THE 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 MINIMUM 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 MIND" THICKNESS OF 6 MILLS, INSTALLED WITH LAPPED JOINTS NOT LESS THAN 6 INCHE� AND CONTINUOUSLY TAPPED WITH HIGH DENSITY POLYETHYLENE ADHESIVE TAPE. CALCULATE ATTIC VENTILATION CEILING = 1534 SQ. FT. 1534 /150= 10.227 REQUIRED VENTILATION 170 L.F. OF 6 " X 18 " VENTS @ 48 " O.C. = 31.875 SF / 2 = 15.9 SF AVAILABLE FOR 15.9 SQ. FT. > 10.23 SQ. FT. VENTILATION OK.CROSS VENTILATION PROVIDE 6" X 18" SOFFIT VENTS @ 48" O.C. WATERPROOFING NOTES: S. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE APPLICATION OF THE CMU WATER RESITANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING 24" MINIMUM EACH DIRECTION, ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR M BUCK INSTALLATIONS. . 2, INSTALL BUCKS SO 'THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND MASONRY. 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 10 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. ---� 1 II MORTAR OR GROUT .� )?" DRYWALL STUCCO CEMENT FINISH .1 ;I CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1) F.'] CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE #2 APPLY PERIMETER SEALANT CAULK, BETWEENBUCK & WINDOW FRAME (SEE WATERPROOFING NOTE #5) FASTENERS AS REQUIRED BY WINDOW MANUFACTURER STUCCO CEMENT FINISH CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE#2 it CAULK SEAM AT WINDOW INSI'AL.L.ATION CMU. WATER RESISTANT COATING (SEE WA'ITRPROOFING NOTE #5) (SEE WATERPROOFING NOTE #1) CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1) SET SILL IN FULL. MORTAR BED STUCCO OR DECORATIVE CEMFNTITIOUS COATING 8" C.M.U. CORROSION RESISTANT FLASHING - FURRING TO MASONRY WALL- PER WATERPROOFING NQTE #2 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE #5) PRECAST CONCRETE WIND RESISTANT FLUSH SHA, AS MANUFA(,TURERD BY CAST-CRETE (OR EQUAL) FARE A '1"...Q0NCR9TE 'WINQQ ...9A L:..- ETAIIL................. SCALE: N.T.S. 4TUCC0 OVER WIR,BI;ATH W/ I IGA, 2 VAILS W/ 3/8" W %AD@ 6" O,C. OVER 3 TAB SHINGLES OVER 30# 1/8" METAL RIB LATH @ 6" O,C. W/ (2 ROOFING FELT ON 19132" CDX .LAYERS) OP CSN FELT OVER Wit � PLYWOOD ROOF SHEATHING IRAMWO MEMBERS ('TRUSS TAILS). t - NAILED W/ 8d RINGS14ANK NAILS PER DETAIL 'ROVIDE 6" X is" SOFFIT V WTS (A 48" 6" FIBERGLASS BAIT. PRE- ENGINEERED WOOD TRUSSES R-SOINSULATION 24" O.C. (MAX. SPACING) FIRRING i "SLWSON" STRAP PER TRUSS / CONNECTOR SCH. METAL FLASHING (DRIP EDGE) BOTTOM CORD OF i 2X6 P.T. WD. FASCIA (OPTIONAL TRUSS— _ 2 x 6 CEDAR FASCIA) ` - /2" DRYWALL (WALLS AND CLG) `ri" DRYWALL (WALLS AND CLG) VENTED SOFFIT PER SOFFIT :. DETAIL 8"X8'X16" CONTINUOUS CONC. 2 X 4 WD TOP PLATE OR BEAM BLOCKW/ (1) - #5 BAR IN —/ #.S REBAR W/ 90 DEGREE HOOK ' ' -- (3000 PSI) CONC. FILLED CELL '•'�-` 1 YZ" X 3 5/8" METAL 8"X8"X16" {:ANC. BLOCK RUNNER 8" PRECAS LINTEL W/ (1)45 BAR (MASONRY) IN (3000 PSI) CONC. FILLED CELL9'-4" S L HT. VERIFY 2 X 4 WOOD STUDS 24" �° AT ALL DOOR AND WINDOW O.C. OPENINGS (SEE LINTEL SCH. FOR #S VERT. REBAR IN (3000 PSI) -' CELL OR 1 '/2" X 3 5/8" METAL MORE INFORMATION) ONC. FILLED GE STUDS @ 24" O.C. (SEE FLOOR PLAN FOR .4 LOCATIONS) F 1- FOIL INSULATION ON P.T. /2" DRYWALL BOTH I X2 FCRRING @ 16" OR 24" O.C. STUCCO FBIISH 5/r THICK SIDES (SEE WALL FINISH. NOTES FOR WALLS #5 REBAR W/ 3)'" MIN. LAP SPLICE ADJACENT TO SHOWER WOOD OR VINYL BASE AND TUB) FLOORING BY CONTRACTOR (2500 PSI) CONC. FOUNDATION SEE PLAN FOR SIZES AND 2X4 P.T. WOOD BOTT SPECIFICATIONS PLATE 4 '�j:� OR 1'/2" X 3 5/8" ME 4 i, ' a FINISHED GRADE RUNNER W/TAPCq�IfP.�1•_� s 4 @ 24" O.C. - :- CONC. FLOOR " TYPICAL BLOCKWALL 'SECTION uts... TYPICA INTERIOR NON-BRG. WALL DETAIL NOTE: INTERIOR CBS WALL SIMILAR. FILLED CELL, AT JAMB BLOCK (TYP) 10 P.T. WOOD FIRRING ALL (3) SIDES CON"CINUOUS SEE WATER PROOFING NOTE. #6 ANCHOR ix4 P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE #4 AND ANCHORED T0, MASONRY WITH 1-Y2" CASE HARDENED COIL. NAILS 012" O.C. MAX. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMEN'1•S. L14TEL WINDOW FRAME SHOULD BE COMPLETLY SEATED ON THE BUCK, IN NO INSTANCE SHALL, THE FRAME OVERHANG THE BUCK ...TY E:» 4 FILLED CELL AT JAMB BI-OCK (TYP) c 4° 1x3 P.T. WOOD FIRRING ALL (3) SIDES o CONTINUOUS l WOOD. TRIM Ix6 P.T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE #4 AND ANCHORED TO MASONRY w/ 1-Yz" CASE HARDENED COIL NAILS 012" O.C. MAX. SEE WATERPROOFING NOTE #6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENT'S. i; 1 EXTERIOR..D0QR__BUCK__ ETAIL........._.__....._..._..__................... ................................... ___ ........... _ SCALE: N.T.S. PRE- ENGINEERED WOOD TRUSSES @ 24" O.C. (MAX. SPACING) "SIMPSON" STRAP PER TRUSS CONNECTOR SCII. STUCCO CEILING PER STRUCT. NOTE# I l (i ROW) 8"XS" CONTINUOUS CONCRETE BEAM �'.VIVC. M BLOCKW/ (1) - 45 BAR IN - (3VVV PSI) lFILLED EACH CELL 8" PRECAS LINTEL W/ (I)-#5 BAR IN (3000 PSI) CONCRETE FILLED CELL (SEE LINTEL SCH. FOR MORE INFORMATION) Evil -#5 REBAR W/ 90 DEGREE HOOK 8"X 16" CMU COLUMN WITI1. (2)- 45 BARS VERT. FILLED WITH (3000 PSI) CONCRETE, CORNER COLUMNS ARE 8" X 8"X 16" CMU COLUMN WITH (3)- 95 BARS VERT. FILLED WITH (3000 PSI) CONCRETE STUCCO FINISH - _#5 REBAR W/ 30" MIN. LAP SPLICE -FINISHED GRADE � .^(2500 PSI) CONCRETE FOUNDATION rn SEE PLAN FOR SIZES AND n r,nm.(. x mute-, TYPICAL COLUMN SECTIONnts... PAUL WELCH INC, MECHANICAL ELECTRICAL C/Y/L ENGJNEE`R/NG 1984S.W.. B/LTMORE'ST. SUITE # f I4 PORT57: LUCI'E, PL 94984. PH0/VFC772)78+5-9888 EwA/L PwELcHINCgmAOL,COM PAUL YYELCH, P.E F°LA :REG /YO, Z9945 JUN 0 4 20t9 I. $ lli NIcu l u V F� W Aa F�M O a H O V W ~ � W H N TRUSS CONNECTOR SCHEDULE TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTOR CONNECTOR FASTENERS NOTES UPLIFT ID UPLIFT DESIGN T10 EACH 1195 (1)- HETA 20 1810 (9)-10d X 1 1/2" VALLEYS CONT. 100 # PLF ( j- MTS 16 1000 (14)-10d X 1 1/2" j 1 STRAP AT EACH END AND AT 24" O.C. O ALL OTHERS AT CBS BEARING LESS THAN 1800# EACH < 1800# (1)- HETA 20 1810 (9)-10d X 1 1/2" AT CBS BEARING TRUSS COMPANY BUILDERS FIRST LAYOUT DATE 5/2 2019 CUT -SHEET DATE 5 29 2019 SOURCE NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED. NOTES: 1 VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR W/ (4)- #9 SD X 2 1/2" TO SUPPORTING TRUSS AND (3)- #9 SD X 1 1/2" 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 TRUSS COMPANY. 5) SEE TRUSS CONNECTOR SCH. FOR TRUSS TO WALL CONNECTIONS. (1 BAVE 9a d{ O3 \ \ 3 (D Q 2 F pQ w Q O \ n Q .® ll I�JfaV3Y VG(NN�+aFWWlL/Jl1 4N ZONE ROOF SHBA fHiNft RFC1LTTRi2ME TT S 1Q NAILS AT 6" O.C. PMffAETER AND 6" O.C. FIEi D ® NAILS AT 6" O.C. PERIl1IlB£ER AND 6" O.C_ FIELD =" 3Q NAILS AT 4" O.C. PERIIiffi7iM AND 6" O.C. FIELD NOTE: ROOF SHEATHING SHALL BE 19/32" THICK CDXPLYWOOD'ROOF SHEATHING FASTlNw TO ROOF FRAMING WITH 8d Rlisi0-SHANK NAns (PER FRC80313.1) SPACED PER ZONE DESIGNATIONS AS SHONW ABOVE. 0 F cu F PAUL WELCHINC, ANTCHAN/CAL ELECTRICAL CIVIL ENGINEERING 1984S, W. BILTWORE'ST SUITE# f f4 /PORTST: LUCIE, FL8,4984 PHOIVIr (772)785-9888 E-AfAx P[ L CHINC®AOL.COM JU PAUL WELCH, P,E._FLA REGNO. 29945 0 4 20�9 Planning &DevelopmentSer✓ices Department a s Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce; FL 34982 — (772) 462-1553 5!21 ,� .. Certification for Design Load Compliance Project Name: SINGLE FAMILY RESIDENCE Project Address: 2604 STERLING COURT Pennit#: Occupancy Type: it Construction Type: INSTRUCTIONS FOR USE: -- w This certification must be completed, signed, and sealed by the design professional of record. ,.,.y^ . Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the o New Residences (single or multi -family) ` o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. .a' Note: Form not required for interior renovations provided that no exterior structural elements are 2ffec a_ _. certain minor building permits at the discretion of the local buildingofficial. Contact the # above for quest�_r; [DESIGN PARAMETERS AND ASSUMPTIONS USED• IcomDlete all that' apply) 1. DESIGN CODE: Florida Building Code 2017 Edition with 20 _Supplements using ASCE 7-10 2. Structure Designed as (check one): )( Enclosed —Partially .Enclosed Open 3. Risk Category: _ I X 11_III _ IV Exposure Category: B )( C D 4. Design Wind Velocity 160 mph 124 Aso N/A LRFD End Zone Width: 5 ft 5. Mean Roof Height: 15 ft Roof Pitch: 4 A2 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 20nE 1: - 19.3 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? X Yes _Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2500 ' PSF Soil Test Reports Submitted?, —Yes _DESIGN PROFESSION AL 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 curreIntly 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. Cent Auth. Paul Welch Inc. -ON PLAN 3/14/2019 Signature, Date; and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL Company Name & Address AP ��j'�t.IGlif! o >p (fKPj� r83.b READ JJ -J ff7 .T N 3/36"s(rALI LEFT, SIDE EL AMN vw, SCALE- v,l{, (WP) 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 I VF MIN. EMBED HEAD-6"FROM CORNERS&12"O.C. �,glrr� JAMB-9" FROM TOP CORNERS, 6' FROM BOFTOM CORNERS, 4" MIN. BELOW Fixed Glass MEETING RAIL AND 10" O.C. htuwomsl gxp,0lf NoAX/7 063aol NIA Skylights Sliding Glass Doors Swing Type Doors SEE ELEVS +/-67 THERMA-TRU FIBERCLASSIC FL#5891.1 N/A 1/4"X 11/4"MIN. EMBED . TAPCON AT 6" FROM CORNERS AND I4"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: 1�?14 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 318-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. - LINTEL SCHEDULE LINTEL # LENGTH /TYPE GRAVITY LOAD GRAVITY LOAD UPLIFT LOAD UPLIFT LOAD COMPOSITE BEAM L-1 4'-6" 54" U-LINTELS 6133 1100 2724 600 8F16 IB-IT L-2 7'-6" 90" U-LINTELS 2661 1100 1634 600 8F16 1B-IT L-3 4'-4" 57 RECESSED 5206 1100 2635 600 8RF14IB-IT L-4 9'-4" 112" U-LINTELS 1 1843 1100 1133 600 8F16 1B-IT -_-• `1l-0" Lif" U-01Jrel-r, I (0tizz 11Oc9 2,mi cl (000 SFIWI6-I`T Alb: Wl N LIN ItL 153N VAKIUUS LUCA nONS, WORST CASE LOADING IS SHOWN NOTE: PROVIDE "CASTCRETE" PRE CAST CONCREE LINTEL AS NOTED ON PLANS. 7rzpor P° rcal I lte ,gJW41Lr-6ILN —�- 0 P. 47G' 4 ♦ DpoDevt/. �34�k �INI�7N RIGHT SIDE ELEVATION m6"SCALE FRONT ELEVATION 3116" SCALE a D" y NOTES: O aJ c�'s 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. 2) STRU C::TURAL FEATURES NOT DETAILED ON THESE PLANS WH.L BE o 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. it i IAA c r, Ewa., ap I Q 1.._ 1 I i ,I 0, u WINDOW / DOOR SCHEDULE SFLE/TYPE NOTES 1 37 3/4" W X 63" ED SMS WINDOW EGRESS 2 BL 37 3/4" W X 63" H SH25 WINDOW 3 3 0 6 8 SOLID CORE DOOR SOLID CORE A 3 0 6 8 H.C. INTERIOR DOOR B 4 0 6 8 BI-FOLD DOORS / _, f x '� " 4 a^ a k4 I A ` C a \WN l�ttiJ _ a I+ I Gbl�i4� x� p� \J 4. "T A4�JW CST 3 -a tk1 �i:UGM-1 CM� w/strv6"" °4 L*� L Ipp 1@'. 01 �1 I�ISlI AI/9 � TABULATION LIVING 1354 Sq. Ft CARPORT 180 Sq. Ft. S . Ft TOTAL 1,5341 Sq. FL N OA w (r„rp.j Fri"°33), E Copy Iht �'4tr7F%G7 F`s fj C®NG t-@,fi41NC� r1• Coll l� R 194WEI FOR COMPLIANCE ST. LUCIE COUNTY NUv"'0��019 REVISION SCANNED St. Lucie �nunt►/ PAUL WAEL.CH INC. N£CHAN/CAL ELECTRICAL, (CIVIL E'Ni^aJliir€ERINr, 1984.S.W HILMORE M,7: 51,16YE0114 PORTST. LUCIE, FL 34984 ,PHONE (772) 785- 9888 E-MAIL PVYEL'CH1NC&AO1.COM 2011 PAUL WELCH, P.E. FLA REG NO: 29945 u 10-00-00 28-06-00 T_ co M ti ti ti ti r` ti r` ti ti LO co � r s r1 r1 r1 /1 /1 v v v 10-00-00 W L.W W W W W W I" 28-06-00 )3 )5 I 15 N. a 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. k 4.)ALL TRUSSES ARE DESIGNED FOR 2' ox. MAXIMUM SPACING UNLESS OTHERWISE E 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. Jacksonville PHONE:904-772-6100 FAX:904-772-1973 Tampa PHONE: 813-621-9831 FAX: 813-628-8956 Freeport PHONE:850-835-4541 FAX:850-835-4532 BUILDER: Gentile Construction LEGAL ADDRESS: PAUL WELCH INC. E,NG 2604 Sterling Court iMECH-ELECT-CT. 14 PORT ST. LUCIE, FL 34984 PAUL WELCH, P.E. FLA REG NO 29945 MODEL: Revision: tV 1't� Custom Rev. By: SCANNED --' DATE: Drawn By: f7lememn rce St. LuceCoanty 0 4 2019 5/28/2019 Tom J 1766413 MITEK PLATE APPROVAL #'s 2197.2 - 2197.4, WEYERHAUSER PRODUCT #'s 1630.2 - 1630.10 /Gay 0331 stLeveljoo lznaLeveijoD?Fl KOOTJOpiF: E ' Planning u Deve.ia ment Services Department , ' Rwldln &Code Regulations Division. ; :. �lRl&"..4YWNMFASih'AiC��tl 2300.VIrgmla Avenue, fart PierceI ` FL34y82 - (77Z`/ 462 1553 ed Certification for Design Load Compliance project Name: SINGLE FAMILY RESIDENCE I• rdect Address: 2604 STERLING COURT URT - elnrt#. Occupancy Type. R ConstructlonTy e: V NST JCT N RC ID 5 FDR USE. , This certification must be completed, signed, and sealed by the design professional of record. - copies it Submit (2) cope for residential, (3) copies for commercial with all permit applications tnyalgipg the following. o New Residences (single gle or multi family) .. o Residential Addition a Any ac cessory structure requiring a building permit a Any non-residential structure.. Note: ofe• Farm riot required for interior renovations q a ns provided that no.extenor structural element; are affected and " rt i - e ain minor budding permits at the discretion of the local building, official. Contact the # above for quest! d. tESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that anoly) _ •' - - -' - '. ': '' :. ' - - -' - : - DESIGN CODE: Florida Building : . Code 2017 Edition with 20 __supplements using ASCE 7 1q :. Structure Designed as (check one)._X Enclosed Partial) Enclosed Open o. Risk Category; -- is I X'll III I y • 8. rY. IV Category, ,. '' B X C: � t)'Dt. - esign Wind Velocity 160 mph 124 D 8 Y .. P. AS N/A LRFD End Zone Width.. 5 It7. Mean Roof Height: 1.5 ft . Roof Pitch. 4 .12 Parapet:. N/A ft 1. Components& Cladding Design Pressures Used: PSF based on 1(ls ft 15'MRH clearly label on all Ian o e g g ( q@ ,. r Y .. P. p rime;)• .. . 19.3' 19.3 3 19.3- 33.6 33:6 N A >' :one 1: Zone : : / 2 Zone 3. Zone 4. Zone 5. Ceraget, " 30,7 -53.5' -79.1 -36.A -44.9 N/A Design Loads: Floor: N/A PSF Roof/Dead. 5 PSF Roof Lme: 20 Balcony:.N/A PSF''-'tD Dock. N/A PSF Deck: N/A PSF Stairs; N/A PSF Fence: N/A P5F Railings: N/A PUP CONCENTRATED 1i Werehear Walls Considered F r Structure? X Yes Not Explain Why Not. _ y. i, I(•; ,i . ' , ' -,- `5 5 -(f . Is A Continuous Load Path Provided? X Yes Not Applicable Ex lain Wh Not: Y . P ... ... .0. Design Soil Bearing Pressure: 2500PSF Soil Test Reports Submitted? -_rYes )ESIGN PROFESSIONAL CERTIFICATION STATEMENT: .. dtJl I!' certify that, to the best of my knowledge and Belief, the attached Plans & specifications have been designed to ., ut m I with the applicable u able structural I port ions o o s of the t enforced P Y pp p n e building codes adopted and rced by St: Lucie Icurrently aunty. l also certify that structural elements depicted on these laris Provide adequate resistance to the design, p P p p q. g. :y _ of ces specified: . Paul Welch p.E, 29945 5115 � Print Name- Cart # & Co. Cart At h, Welch Paul Inc. CN.PLAN3/14/2019 _ ignature, Dateand-a— 1 1984 5. W. B. ltnare 5t. suite #114 Port St: Lucie W.IUD - riA , ' 3 ame & Address Company N d - tit I 17LAA- v - TABULATION LIVING 1,354 Sq.IF CARPORT 180 S . Ft. S . Ft TOTAL 1,534 S . Ft. WI"OW / DOOR SCHEDULE MAin TM/TWr NOTES 1 07 3/4" W X 63" HI SR25 WINDOW EGRESS 2 --k8L 37 3/4'' W X 631 R SH25 WINDOW - 3 3 0 6 8 SOLID CORE DOOR SOLID CORE A 3,68KC. INTERIOR DOOR- B 4 0 6 8 BI-FOLD DOORS