Loading...
HomeMy WebLinkAboutfloor plannuaanan. Governor To ported, promote & improve the health of all people in Naida Itvaigh integrated r _. State, aunty&oxmvrctyefforts. Celeste Philip, MD, MPH HEALTHState Surgeon General and Secretary Vision: To be the Healthiest State in the Nabon May 07, 2018 SCABNY ED Donald Bowman Stt-ueleCdL101 5710 Birch Drive Fort Pierce, FL 34982 RE: Modification to a Single Family Residence - No Bedfoorl#Addil n'� a - Application Document Number: AP1343196 _ Centrax Permit Number: 56-SF-1845166 ' 5710 Birch DriveTM« Fort Pierce, FL 34982 Lot: 8 & 9 Block: 63 Subdivision: Indian River Estates Dear Applicant, This will acknowledge receipt of a floor plan and site plan on 05/07/2018 for the use of the existing onsite sewage treatment and disposal system located on the above referenced property. This office has reviewed and verified the floor plan and site plan you submitted, for the proposed remodeling addition or modification to your single-family home. Based on the information you provided, the Health Department concludes: 1. the proposed remodeling addition or modification is not adding a bedroom; and 2. it does not appear to cover any part of the existing system or encroach on the required setback or unobstructed area. 3. No existing system inspection or evaluation and assessment, or modification, replacement, or upgrade authorization is required. Because an inspection or evaluation of the existing septic system was not conducted, the Department cannot attest to the existing system's current condition, size, or adequacy to serve the proposed use. You may request a voluntary inspection and assessment of your system from a licensed septic tank contractor or plumber, or a person certified under section 381.0101, Florida Statutes. If you have any questions, please call our office at (772) 8734931. Sincerely, Dianna May a Environmental Specialist I Department of Health in St. Lucie County —SAW' Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462.2172 Fax:(772)462.6443 PROPERTY INFORMATION Address: 5710 Birch Dr City I State I Zip: Fort Pierce, FI 34982 Parcel#: 3402-609-0406-000/8 Zoning: RS-4 APPLICATION INFORMATION Permit Number: 1803-0147 REVIEW COMMENTS 1 Owner(s): Donald W Bowman / Krystina Bowman Jurisdiction: SAINT LUCIE COUNTY Permit Type: BUILDING RESIDENTIAL RENOVATION CONTRACTOR INFORMATION Contractor Name Business Name: Business Addr: City / State I Zip: REVIEWS AND COMMENT Lot#: 8 Block: 63 Stories: Automatic Sprinkler System? No Fax Number: Email: Review Tvoe Status Reviewed By Date Started Date Comoleted Date Released FRONT COUNTER REVIEW COMPLETE Heather Burford 3/612018 316/2018 316/2018 Comment: PLANS EXAMINER REVIEW PENDING 3/1912018 Comment: 1) PLEASE PROVIDE MECHANICAL PLAN WITH MANUALJ. (101401.3) (R403.7.1) "Sec 5hee4 3/19/2018 Comment: 2) PLEASE PROVIDE ENERGY CALCULATIONS. (R101.5.1) q-r-�Nne 3/1912018 Comment: 3) F-1 IS NOT IN THE FOUNDATION SCHEDULE. ([A] 107.2.1) G 1 c\e8 � 3/19/2018 Comment: 4) PLEASE PROVIDE SILL PLATE ANCHOR SIZE & SPACING. ([A] 107.2.1) xlf ..,\ ,A\ 3/19/2018 Comment: 5) PLEASE PROV D STRUCTURAL DETAILS FOR HEADER, JAMBS A `SIILLS OOFLDOORS AND1 WINDOW. ([A] 107.2.1) o,6A e -\ -- �t,ee - I of 3/19/2018 Comment: 6) PLEASE PROVIDE CUT SHEET OF MICROLAM BEAM. ([A] 107.2.1) FW" DeFeAmeM at Nutth I www.11oddat»Ntlxyev - -_- ..--- .. — . — . _.- 1 TWITTER:HeakhuFLA JL 1............. EXISTING TRU EXISTING WO STRAP EACH S WITH "SIMPSO X 1 %a" NAILS (2)- 2 X 4 woo -- SCOPE OF WORK WALL FINISH / INSULATION NOTES, CONSTRUCT NEW PORCH ENCLOSURE AND KITCHEN REMODEL PER PLANS AS 1) INTERIOR TORE DRYWALL FINISH, SHOWN 2) ALL INTERIOR GYPSUM BOARD TO BE MIN.''%" THICK WITH (13 GAGE, 1. 318" LONG, 19164" HEAD; 0.09811 DIAMETER, 1 '/a" LONG, ANNULAR -RINGED; 5D THIS IS AN ALTERATION LEVEL 2 AND MUST COMPLY WITH THE FBC 2017 FOR COOLER NAIL, 0.086" DIAMETER, 1 518" LONG, 15/64" HEAD; OR GYPSUM BOARD Building Permit # EXISTING BUILDINGS CHAPTER 7 AND 8. NAIL, 0.086 DIAMETER, 1 5/811 LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS AND 1211 O.C. FOR SCREWS NOTES: 3) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL 4) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT: 5) CLASSIFICATION OF NOT GREATER THAN 200. ALL EXPOSED INSULATION 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS 3)', ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED 4) SCALED DIMENSIONS. ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. (FBC) 2017, FBC 2017 RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017 MECHANICAL CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA 6) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36, C 79, C 475, C S14, 70) 2014 EDITION. 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 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY IN ACCORDANCE WITH THE PROVISIONS OF FRC AND ADHESIVES FOR THE 6) 6) HEAVY TERMITE INFESTATION AREA PER FRC 301. ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE FBC 7) INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 INSULATION MATERIALS, INCLUDING FACINGS, 2017 FOR EXISTING BUILDINGS. SUCH AS VAPOR RETARDERS CEILING ✓ STRUCTURAL NOTES ASSEMBLIES, ROOF -CEILING ASSEMBLIES WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME 1) DESIGN LOADS 1N ACCORDANCE WITH ASCE7-10. SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 4S0 WHEN TESTED IN 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). ACCORDANCE WITH ASTM E 84 OR UL 723. 3) SLAB /FOOTINGS TO BE CONCRETE WITH Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name BOWMAN RESIDENCE - Applicant: Product Opening Design Pressures Product Rated Desi n Pressure Manufacturer - Model Number Product Approval Number Glass Type Method of Attachment Windows SEE ELEVS +/-50 P.G.T. 5500 SH NOA# 17-0630.05 IMPACT 3/16" X 1 3/8" MIN. EMBED ULTRACONS AT 6 1/2" / 12" O.C. Mullions N/A Fixed Glass Block Glass skylights Sfidln Glass Doors - SwingT Doom French Doom SELE ELEVS +/-50 THERMA-TRU SMOOTH STAR FL# 7640.4 IMPACT 1/4' X 1 1/4" MIN. EMBED FFW TAPCON AT 6" / 13.75" O.C. Garage Doors N/A - Hurricane Protection Roof Ventilation Roofing Material A MINIMUM 2500 PSI COMPRESSIVE ENERGY CONSERVATION NOTES $evised 07/22/2014 STRENGTH AT 28 DAYS. SEE .PLAN FOR SIZES & STEEL REQUIREMENTS. 4) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: 1) RESIDENCE SHALL BE iN ACCORDANCE WITH FLORIDA BUILDING FOOTINGS: 3" BEAMS: 1 1/2" SUSPENDED SLABS: 1 '/," ENERGY CONSERVATION RESIDENTIAL, CODE 2017 5) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE 2) ATTIC ACCESS DOORS OR HATCHES FROM COND ITIOND SPACES TO PRESSURE TREATED. UNCONDITIONED SPACES SHALL BE W EATH ERSTRIPPED AND INSULATED TO 6) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING INSTALATION OF HARDWARE IS NOT PERMITED. I SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETA INER IS 7) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TOO PREVENT SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. PRACTICIES. 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR 8) UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS EXTERI LEAKAGE IN ACCORDANCE WITH T , OR PLYWOOD HE REQUIREMENTS R402.4.1 THROUGH SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH lOd OR SETTER R402.4.4. NAILS 6" O.C. EDGES, AND 6" O.C. FIELD, OR SCREWED WITH DRYWALL 4) THE BUILDING SHALL BE TESTED FOR AHI LEAKAGE IN ACCORDANCE WITH SCREWS 1.5" LONG AND 0.131 DIA. R402.4.1.2 5) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND 14ARDIEPLANK NOTE: SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AND MUST BE HARDIEPLANK SfDJNG TO BE ATTACHED OVER TYVAK BUILDING WRAP OR 159 FELT OVER TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. PLYWOOD. HARDIPLANK TO BE APPLIED HORIZONTALLY WITH 1 '/u" LAPS AT TOP OF PLANK. 6) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL EPL DISPLAY I ARDIPLANK TO BE ATTACHED WITH FASTENERS 2 Y," LONG, 0.223" HEAD DIAMETER, 0,092 CARD IN ACCORDANCE WITH FBC 2014.ENERGY CONSERVATION R40L3. SHANK DIAMETER, CORROSION -RESISTANT SIDING NAIL. FASTENERS SHALL BE PLACED IN THE OVER -LAPPED AREA AT < 8-1/4" ON CENTER VERTICALLY AND 16" ON CENTER HORIZONTALLY INTO STUDS THROUGH 5/8"PLYWOOD SHEATHING. 5/8" PLYWOOD SI]EATHINCrTO BE NAILED TO STUDS WITH 8D NAILS @ 4" O.C. PERIMETER AND FIELD. HARDIEPLANK ATTACHMENT PER NOA#17-0821.21 (PG 5 OF 12) NOTE: "SIIvIPSON" LSTA 15 WITH (12)- lOd X I %" MAY BE USED IN LIEU OF SP4 1 - I 2X4 WOOD TOP PLATE WITH /a X TO ATTACH STUD TO HEADER / TOP i 3 ''/a" LAG SCREWS AT 12" O.C. PLATE , DOOR OR WINDOW DBL 2X4 SILL (WINDOW ONLY) 2X4 STUDS AT 16" 1 (WINDOW ONLY) ATTACH TOP AND WIT11 1SIMPSON" S (6).17uf NAILS 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 coda provisions. 1 9 PAUL WELCH P.E. °"',Yr 19md tr PAM WELCH PE PAUL WELCH P.E °"' '""""E`°"°f °°"• Name:. �.""u�we,","s Signature: °,.. zo so>u,<eam Design Prof: PAUL WELCH INC. Ce 29945 ON PLAN rt. No. Date: D s SSES OR'� OOF JOIST OD HEADER TUD TO TOP PLATE N" SP4 WITH (6) -10d .I STUDS EACH SIDE AND DOORS (OOR OD POST) I TUD TO BOTTOM j SIMPSON" SP4 WITH D BQQT9M PLATE j E ANCHORS X 5 Ifi" { 1/8" WASHERS EACH I / Planning & Developrnent Services Department OEM Building & Code Regulations. Division �,. tt 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 ess Certification for Design Load Compliance Project Name: BOWMAN RESIDENCE Project Address: 5710 BIRCH DR 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 Buildinz Code 2017 Edition with 20 _Supplements using ASCE 7-10 Z. Structure Designed as (check one): X Enclosed _Partially Enclosed _Open 3.Risk Category: _I XII_III- IVExposure Category: _B X C_D 4. Design Wind Velocity 165 mph 128 ASD N/A LRFD End Zone Width: 5 ft 5. Mean Roof Height: 15 ft - Roof Pitch: N/A :12 Parapet: N/A It 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1: 20.6 20.6 20.6 35.8 35.8 33.9 2 - Zone 2: 32.7 - Zone 3: Zone 4: Zone 5: Garage: 57.0 -84.2 -38.8 -47.9 -44.2 7. Design Loads: Floor: N/A PSF Roof/Dead: N/A PSF Roof/Live: N/A 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 # BE Co. Cert Auth.. Paul Welch Inc. ON PLAN 2/19/2018 Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, Fl. ------ .. _ Company Name & Address NO, AND 24" O.C. I )OR. FOOTING 12E M ti fE c.y/ I '�A�Iclt� yaAs-t"- ca i T b rJ lr l 1"IA a AIE N I I tf rA } fPaflX+,r� r rf #i f REF. • ,..-^ ,.,,,,� � I (1rrf. OF . , Q„ �„ C ST. LUCIF' rOUNTY B \ ^^ _. _ ! UH D SION _ rGl�.rN L'PII/1� IIa I t'' REVIEWED FOR , \k "I� � 4 �.� ;.:,... N I a�">4aSi'� to„c1E_ I N REVIEW' DBY tt I ( ) (� DATE ! \�. '�.J 4 a PLANS AND PEST ST BE KEPT ON JOB o>z No m'SrBcxloY ua. B I� rtr \ _ \,, I _ �` "THESE PLANS AND ALL PROPOSED WORK I ARE SUBJECT TO ANYCORRECTIONS -^t1Al---� 4 _ C tee:ra1f.1 REQUIRED BY FIELD INSPECTORS THAT f 14F',ir \------, a IQIz L�1 - PIIr l_CA `.. p . " MAYBE NECESSARY IN' ORDER 4 \ I 1"F- TO I Z* I'' ' _._ _ m_ COMPLY WITN &ApPUCABLE CODES. y CONCF O FA' S I EnERS OR k TACHMENTS ARE THE RESPONSISILP OF THE rAILIT TOR OF RE04R0 _ SC N S L riLc COPY PAUL WEI.CH INC, MECHANICAL ELECTRICAL ClkL, ENG/NiE�ER/NG 9964 S. W. B/LTMOREST. SUITE # 7 Y 4 PORTST, LUCLE, FL 34984 -10NE (i7 ) 7115.9888 EMAIL PWELCH/NCCSAOL COIN PAUL WELCH, P,E. FLA R,="GNO; 29945 APR 2 4'2018 SHEET NUMBER' ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2014 EDITION. 2) A MINIMUMOF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 7511/1° 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 IIOV 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 y 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. 8) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125- VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, -' GARAGES, KITCHENS, ACC:ESORY BUILDINGS, OUTDOORS, OR WITHIN 72 OF EDGE OF ANY SINK. I 9) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. SREQUIREMENTS. I 10 PROVIDE TAMPER RESISTANT RECPTI:CLES :PER NECN.EC j J J) TIE ELECTRICAL INTO EXISTING ELECTRICAL SERVICE. PLYWOOD WALL SHEATHING ELECTRICAL I.OAD CALC'S GRADE D FELT PAPER PER NEC I PROVIDE BEAD OF SEALANT'/4" FROM EDGE OF OPENING UNDERFELT 1618 S.F. �� 3 'VA 4854 VA , ©_ TWO 20A APPLIANCE CKTS 3000 APPLY FELT TO EXTERIOR OF - OPENING AND FOLD FELT OVER JAMBS LAUNDRY 1500 y� S DRYER 5000 DOOR OPENING W V GE 12000 14500 200 I I - WP TUB (OPTION) 1200 I �A j REFRIG 1200 I 10, IRR. PUMP (OPTION) 1800 I 'IT-7- ' --'-!' MIST _ 5000 YWOOD'aliALL.SMATl I � TOTAL 41254 VA II GRADE D FELT PAPER (APPLIED LASTS @ " _ a _ f FIRST 10 KW 100"/" 10000 N I, PROVIDE BEAD OF SEALANT'/." III REMAINDER Cad 40 / 12501.E jj FROM EDGE OF OPENING UNDER FELT II. APPLY FELT TO EXTERIM OF I . I I i TOTAL 22501.E p W I OPENING AND FOLD FELL' OVER JAMBS { I I A/C HEAT (7a 100% 12000 WINDOW OPENING II eel GRADE D FELT PAPER SILL PANNING I j TOTAL 34501.E VA .M (APPLIED 2n WRAP OVER E ENTIRE SILL, OVER 34501.I= I LAPSR.LPANNING4"PROVIDE i I 143.7567 AMPS 240 JI BEAD' OF SEALANT'/," FROM EDGE � i � I USE OF OPENING UNDER FELT E 200 AMP SERVICE DOOR OITENDJG WA i'F�tt'R,•OOFM DETAII nrs... ! ; GRADE D FELT PAPER APPRON (APPLIED 1 s`) NOTE APPROVED L AND E D FELT. l (' T WIDE CONTINUOUS UNDER SILL PROVIDE tIPP _ R D PEF STICK MAY BE USED IN LIEU OF GRAD MAD OF SEALANT'/," FROM EDGE iI 1 OF OPENLPIG UNDER DELT. �MO�E %Z Ao l — Vf 01- CONCRETE FOUNDATION NOTES 4) AFTER FOOTING EXCAVATION, AND FORMING, CONTRACTOR SHALL RECOMPACT SUBGRADE SOILS USING SUITABLE VIBRATORY MECHANICAL COMPACTOR. THE. r 1)SLAB /FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE PLUMBING N(.� NOTES: i�.--�q� STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES &STEEL REQUIREMENTS. UPPER 16 INCHES OF SOILS UNDERLAYING THE WALL FOOTINGS SHOULD HAVE A Ilia _^"' '.�?. V 1) ALL Wr)RKSHALL BEINACCORDANCE WLTHTHEFBC2UL7-PLUNH3ING MINIMUMDENSTFYOF95%OF THEbIAXIMUMDRYUNITDENSITYASDETERMINED .:l Jil / �. tea'``''' ``'a 2) UWV PIPING SHALL BE SCHEDULE 40 PVC. - 2)MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" BY MODIFIED PROCTOR METHOD FOR THE EXISTING SOILS. IN -PLACE SOIL DENSITY ' �• I i , ii i�. � •-" k^'a — �� 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L TE51s sxoln.D BE PERFORMED IN ACCORDANCE w1Tx ASTM D-2922, AT A - - ---- COPPER, CPVC, OR PEX. SUBGRADE PREPERATION NOTES FREQUENCY DETERMINED BY THE SOIL TECHNICIAN TO VERIFY UNIFORMITY OF THE j 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UND:ERGRO UND 1) THE AREA WITHIN THE LIMITS OF THE FOUNDATION SHALL HAVE ALL UNDERLYING SOIL DENSITY, PRIOR TO PLACING CONCRETE. VEGETATION, TOP SOIL AN D FOREIGN MATERIA L REMO ED.WITHIN BLDG. _ 5) HOT WATER PIPING WITH A. MINIMUM 5) SUBBASE COMPACTION FOR THE FLOOR SLAB FILL MATERIAL SHALL BE TTIERMAL RES ISTA z NCE OF R-3 - L: CLEAN ND S HA. L ) ILL SA AND ETO GRAVEL FILL, FREE OF VEGETATION AND FOREIGN UNIFORMLY COMPACTED TO A MINIMUM DENSITY EQUAL TO 95% OF THE MAXIMUM 4 / I A_jBE APPLIED TO PIPING LARGER THAN NOMINAL DIA M.ET.ER, PIPING FROM MATERIAL, MUST 8E PLACED TO DESIGN SUBGRADE LEVEL AND COMPACTED TO D$Y UNIT DENSITY OF THE FILL AS DETERMINED BY MODIFIED PROCTOR METHOD IN WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE ASSURE UNIFORM SUPPORT OF THE FLOOR SLAB. ACCORDANCE WITH ASTM D-1557. CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE 3) SUBGRADE COMPACTION SHALL BE ACHIEVED BY MEANS AND METHODS 6) CONCRETE SLABS ON GRADE SHALL BE PLACED OVER A POLYETHYLENE VAPOR DISTR UTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, r .,�,> BURRI ID PIPING, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, DETERMINED BY THE RESPONSIBLE CONTRACTOR. SOIL DENSITY TESTING BY °' BARItIER WITH A MINIMUM THICKNESS OF 6 MILLS, INSTALLED WITH LAPPED JOINTS / % ^' ! \ i l INDEPENDENT SOILS TESTING FIRM SHALL BE REQUIRED TO INSURE PRESCRIBED NO'I LESS THAN 61NCHES+4ND CONTINUOUSLY TAPPED WITH HIGH DENSITY P' 1 6 I PH IN WITH RUN LENGTHS GREATER THAN 20 FEET'. �_ - �.,d""�I I .F" I +""I�"�''i' _ SOIL DENSITIES ARE ACHIEVED. POLYETHYLENE ADHESIVE TAPE. F ..,y. ,.., - _... T�IOT E' AI PRL?� 1) e'El - STICK MAY BE US1-- 11I iEIJ OF GRADE D FELT. --- ----- --- -__. _ — ._.._— __ _ (dal rp✓� a��2 _. \\ _,.... � FMJ�°�� �T' 3Paoa"i"c�rq p"�GKl4 slcaE"aD,. ,��"`' � � ! `°1'i• �``� � h A �.a�-1t�%� 'stoIC71'aI� � � n,.,,,•.� \ l �jlcL�rzl°A.o._1 �---�----- �_.. L f-_ NOTE: ,SIMPSON" LSTA 15 WITH (12)-10d X 11x" MAY HE USED IN LIEU OF SP4 — e TO ATTACH STUD TO HEADER /TOP PLATE ffr! (If�J 111lhli��/� Z + �rao=�I ^rap PWA-F'� "�pl��rr�`� I/�"bF_'(wAL!- va I/.'yc yak/�"! �L1 (3vI-(� ( r�i(•.IG'"I I' N o A T I17-` ul (?�F4� 1� A? bEl41t J4! �' �•1 `` V I fca&J *f „ h r, , w���4'1 N104 K (%/9!s vIIBAt.k!' salt, s!MPhAd _'F4 SIP((¢) t, A/A Al I'z" - ' / 15l'o (b l ° ® ° f LA'rIR V4 VT WG: UP44 E M �.N a+25 4N °^r N 3/Ea" ,5'f,1 D 1 V'f' •'3 (I _ . �._... .............. .,.,.°....,.......... _„.�,,,,ms,.,..,..m..,... ..,.� _ nz"r,?"b1/F'r^FJdA'l,%I�.'"'= AWT Hare, "7 u , - - ! aranlc:, nr'G�F"rau 2�F' /� � J�'6I'1t�E1> I �' r t�rl�ho2. t317tr'f ,�Pi�Ipk�IVllll�al�� rl�� v� ';;. %.R 9�IR1=ati�al� ►' .1 14 11) 4D (2 Ica p <sfcG `)41 �11) f0.1 th il2alal P . Gt.IEII� .., �51 �� fc�!hlhLTtvN 1� ��aI�I,I UA'i1t,9�I "? %vr.m Pat FOUNDATION SCHEDULE �i�il �tT ° ) I' t a .tsal ila In fat 1M) F- ti MONOLITHIC ,»-„�- �, 8' X S (25W PSI) CONC. MONOLITHIC �lt-�) � III— F�'IhT Gp°J L- - FOOTING W/ (() #5 BAR CONTINUOUS F41I1P1 ia(°; f I Alai �9P�,.� 9� �� -�....-%-"^M..-,...�^•"~"' '",-„^-,",,,,� _ _. W 4 � S-1 " THI( (2500 PSI) CONCRETE SLAB WI FIBERIIIESHOR6"/6" 10/10 WWM OVER�� VAPOR BARRIER ON CLEAN COMPACTED I CHEMICALLY TRF.ATr,.n.an,t PAUL WE'LCIIINC. MECHANICAL ELECTRICAL C%Y/L ENGINEERING /984S.W. B/LTMOREST° SUITE# 714 PORT ST. LUCIE, FL 34984 PHONE C772j785.9888 EMAIL PWELCHINCCMOL COM_ PAUL WELCH, P.E. FLA REGNO.29945 SHEET NU14BER 11F APR 2 4 2018 Planning &i Development Services Department SCOPE OF WORK WALL FINISH / INSULATION NOTES ® Building & Regulations Div ision CONSTRUCT NEW PORCH ENCLOSURE AND KITCHEN REMODEL PER PLANS AS Z) INTERIOR TO BE %" DRYIVALL FINISH, Product Review Affidavit SHOWN ) ALL INTERIOR GYPSUM BOARD TO BE MIN. %z" THICK WITH (13 GAGE, 13/8" LONG, 19/64" HEAD, 0.098" DIAMETER, 1'14' LONG ANNULAR -RINGED• 5D THIS IS AN ALTERATION LEVEL 2 AND MUST COMPLY WITH THE FBC 2017 FOR COOLER NAIL, 0.086 DIAMETER, 1 5/8 LONG 15/6411 READ; OR GYP. Building Permit # BOWMAN RESIDENCE NAIL, 0.086" DIAMETER, 15/8" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR BOARD g Owners Name Applicant: EXISTING BUILDINGS CHAPTER 7 AND S. NAILS AND 1211 O.C. FOR SCREWS NOTES: 3) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL 4)` WALL AND CEILING FINISHES SHALL HAVE AFLAME -SPREAD DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. CLASSIFICATION OF NOT GREATER THAN 200. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 5) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO 4) SCALED DIMENSIONS. ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. (FBC) 2017, FBC 2017 RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017 6) PER FRC 702.2.1 ALL GYPSUM: BOARD MATERIALS AND ACCESSORIES SHALL MECHANICAL CODE, FBC 2017 ENE, RGY CONSERVATION, AND THE NEC (NFPA 70) 2014 EDITION: CONFORM TO ASTM C 36, C 79, C 475, C 51.4, 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 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY IN ACCORDANCE WITH THE PROVISIONS OF FRC AND ADHESIVES FOR THE ` 6) .HEAVY TERMITE INFESTATION AREA PER FRC 301. ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0 7) INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 INSULATION MATERIALS, INCLUDING FACINGS, 2017 FOR EXISTING BUILDINGS. SUCH AS VAPOR RE OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-C ILINGRS STRUCTURAL NOTES ASSEIM.BLIES,.ROOF-CEILING ASSEMBLIES,WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME 1) 2) DESIGN LOADS IN ACCORDANCE WITH ASC:E7-10. SOIL BEARING CAPACITY: SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE 2500 PSF (MIN.). WITH ASTM E 84 OR UL 723. 3) SLAB / FOOTINGS Protluct - Opening Design Pressures Product Rated Damian Pressure Manufacturer - Model Number Product Approval Number Glass Type Method of Attachment windows SEE ELEVS +/-50 P.G.T. 5500 SH NOA# 17-0630.05 IMPACT 3/16" X 1 318" MIN. EMBED ULTRACONS AT 6 112" / 12" O.C. Mullions N/A Fixed Glass - Block Glass Skylights - SlidingGlass Doors SwingT Doom - French Doom - SELE ELEVS +/-50. - THERMA-TRU SMOOTH STAR FL# 7640.4 IMPACT 1/4" X 1 114" MIN. EMBED ITIN TAPCON AT 6" / 13.75" O.C. Garage Doom N/A - Hurt Protection - Roof Ventilation Roofing Material TO .MID WITH A MINIMUM 2500 PST COMPRESSIVE ENERGY CONSERVATION NOTES Revised 07/22/2014 STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 4) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: 1) RESIDENCE SHALL BE IN ACCORDANCE WITH PLORIDA BUILDING CODE 2017 FOOTINGS: 3"BEAMS: 1'/" SUSPENDED SLABS: 1%" ENERGY CONSERVATION RESIDENTIAL. 5) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE 2) -ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACE UNCONDITIONED SPACES SHALL BE S TO PRESSURE TREATED. A LEVEL WEATHERSTRtPPED AND INSULATED TO 6) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO L EQUIVALENT TO THE INSULATION ON THE SURROUNDING INSTALATION OF HARDWARE 1:S NOT PERMITTED. SURFACES, A WOOD FRAMED OR EQUIVALENT BA F.FLE OR RETAINER IS 7) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE PREVENT SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. PRACTICIES: 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR 8) UNLESS OTHERWISE NOTED FOR EXTERIOR W LEAKAGE IN ACCORDANCE WITH T ALLS, EXTERIOR PLYWOOD R402HE REQUIREMENTS R402.4.1 THROUGH THE BUILDING SHALL BE TESTED FOR AIR LEAKAGE IN ACCORDANCE WITH 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 4) THE BUILDING SCREWS 1.5" LONG AND 0.131 DIA. R402.4.1.2 5) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND HAI2UIEPLANIC NOTE; SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AND MUST BE HARDIEPLANK SIDING TO BE ATTACHED OVER TYVAK BUILDING WRAP OR 15# FELT OVER TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. PLYWOOD. HARDIPLANK TO BE APPLIED HORIZONTALLY WITH 1 '/4" LAPS AT TOP OF PLANK 6) CONTRACTOR SHALL PROVIDE ENERGY :PERFORMANCE LEVEL EPL ( ) DISPLAY HARDIPLANK TO BE ATTACHED WITH FASTENERS 2'/z" LONG, 0.223" HEAD DIAME'PIR, 0.092" CARD IN ACCORDANCE WITH FBC 2014 ENERGY CONSEl2VATlON R401.3. ' SHANK DIAMETER, CORROSION -RESISTANT SIDING NAIL. FASTENERS SHALL BE PLACED IN THE OVER -LAPPED AREA AT < 8-1/4" ON CENTER VERTICALLY AND 16" ON CENTER HORIZONTALLY INTO STUDS THROUGH M"PLYWOOD SHEATHING. 5/8" PLYWOOD SHEATHING TO'11E NAILED TO STUDS WITH 8D NAILS c@t 4" O.C. PERIMETER AND FIELD. �' " * ^= s� _ • A; w^ HARDIEPLANK ATTACIIMENT PER NOA#17-0821.21 (PG 5 OF 12) NOTE: "SIMPSON" LSTA 15 WITH (12)- 10d X I W' MAY BE USED IN LIEU OF SP4 2X4 WOOD TOP PLATE WITH X TO ATTACH STUD TO HEADER / TOP F 3 1/2" LAG SCREWS AT 12" O.C. PLATE EXISTING TRU f- EXISTING WO STRAP EACH S WITH "SIMPSO „ X 1 1/7" NAILS (2)- 2 X 4 WOO I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance t the I P q otl wind loads and forces specified by current code provisions. PAUL WELCH P.E. PAUL WELCH P.E. AMWR,,HFa, `w. ox mmgin.wetcxP e,q w. Name:mNNPPULWELCX�NC®KLCOM, �•VE Signature: ro.,".za+emu Msem asw Design Prof: PAUL WELCH INC. Cert. No. 29945 ON PLAN Date: SSES OR ROOF JOIST ' OD HEADER TUD TO TOP PLATE N" SP4 WITH (6) -10d D STUDS EACH SIDE ! 4Y e D AND DOORS (OCR ffib I I4 OD POST) TUD TO BOTTOM SIMPSON" SP4 WITH D BOTTQM PLATE i E ANCHORS X 5 %z" . WASHERS EACH \ NO, AND 24" O.C. lOR / POOTING ". IA„ Planning & Development Services Department n x, . Building & Code Regulations Division q`fII4. , 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 Certification for Design Load Compliance Project Name: BOWMAN RESIDENCE Project Address: 5710 BIRCH DR - 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 Buildina 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 [I- III- IV Exposure Category: _B X C_D 4. Design Wind Velocity 165 mph 128 ASO N/A LRFD End Zone Width: 5 ft S. Mean Roof Height: 15 ft Roof Pltch: N/A :12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1: 20.6 20.6 20.6 35.8 35.8 33.9 g- - Zone 2: 32.7 - Zone 3: Zone 4: Zone 5: Garage: : 57.0 -84.2 -38,8 -47.9 -44.2 7. Design Loads: Floor: N/A PSF Roof/Dead: N/A PSF Roof/Live:. N/A 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 2/19/2018 Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL Company Name & Address 1 �1 m o ti a h U �d ... . .- _...._. _.. ... SHEET NUIdBER PAUL WELCH INC. OF MECHANICAL ELECTRICAL C/VIL ENGINEERING P984S. W. HILTMOREST: SUITE'# 11.4 PORTST. LUCIE, FL 34984 I "HONE (i72d 785-9888 E-MAIL PVVELCH/NCOAOf-COIVI f PAUL YYELCH, P.E. FLA REG NO: 29945 APR 2 4101 Planning & Development Services Department n x, . Building & Code Regulations Division q`fII4. , 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 Certification for Design Load Compliance Project Name: BOWMAN RESIDENCE Project Address: 5710 BIRCH DR - 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 Buildina 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 [I- III- IV Exposure Category: _B X C_D 4. Design Wind Velocity 165 mph 128 ASO N/A LRFD End Zone Width: 5 ft S. Mean Roof Height: 15 ft Roof Pltch: N/A :12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1: 20.6 20.6 20.6 35.8 35.8 33.9 g- - Zone 2: 32.7 - Zone 3: Zone 4: Zone 5: Garage: : 57.0 -84.2 -38,8 -47.9 -44.2 7. Design Loads: Floor: N/A PSF Roof/Dead: N/A PSF Roof/Live:. N/A 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 2/19/2018 Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL Company Name & Address 1 �1 m o ti a h U �d ... . .- _...._. _.. ... SHEET NUIdBER PAUL WELCH INC. OF MECHANICAL ELECTRICAL C/VIL ENGINEERING P984S. W. HILTMOREST: SUITE'# 11.4 PORTST. LUCIE, FL 34984 I "HONE (i72d 785-9888 E-MAIL PVVELCH/NCOAOf-COIVI f PAUL YYELCH, P.E. FLA REG NO: 29945 APR 2 4101 ... . .- _...._. _.. ... SHEET NUIdBER PAUL WELCH INC. OF MECHANICAL ELECTRICAL C/VIL ENGINEERING P984S. W. HILTMOREST: SUITE'# 11.4 PORTST. LUCIE, FL 34984 I "HONE (i72d 785-9888 E-MAIL PVVELCH/NCOAOf-COIVI f PAUL YYELCH, P.E. FLA REG NO: 29945 APR 2 4101