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Home My WebLink AboutREVISIONM �J 1 OFFICE USE ONLY: , SCANNED DATE FILED: �. �1P REVISION FEE: C) l .fit. Lucie 00U* LOCATION/SITE PERMIT # / L' gJ 8 ' P 1 ✓ 9 J RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: �' CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: STATE: PHONE (DAYTIME): � ./CI'�`I�I;T3ilI�i7�icif►�aCiT;7�I/_VYU]�a QM -UT 4 CITw- � '� PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION: NAME: ' ADDRESS: CITY: PHONE (D, ST. LUCIE CO CERT. #: ZIP: FAX: I IV.y4l ZIP: SLCCC: 9123109 R N Revised 0613QII7 RECEIVED DEC 07 2010 Permitting Department St. Lucie County G Ynfi * "- 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:. BRIZUELA Project Address: 2802 PLACID AV. FORT PIERCE, FL Permit #: Occupancy Type: R Construction Type: V INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. e 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: I X II_ III_ IV Exposure Category: B X C D 4. Design Wind Velocity 160 mph 124 ASO N/A LRFD End Zone Width: 5 ft S. Mean Roof Height: 15 ft - Roof Pitch: 5 :12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft [al 15'MRH, clearly label on all plan openings): N/A N/A N/A 33.6 33.6 N/A Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: N/A N/A N/A 3Garage:6.4 -44.9 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: F , , Planning & Development Services Department • > Building & Regulations Division ' Product Review Affidavit Building Permit # Owners Name 'U I? UCLA Applicant: Product Opening Design Pressures/�� Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows Mullions k� G-3ypr'(' t5 f-•lay 51wYecli��" ' o �rl l �� 149r1.5 Imeg-( OL/O gIJ/J"MIN orgott sce&*Ar Fixed Glass Block Glass Skylights Sliding Glass Doors Swing Type Doors French Doors EEEI Garage Doors Hurricane Protection Roof Ventilation Roofing Material - 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: ,k v , W E.' ukl Signature: 6 � C �' I ��jj wseal Design Prof: 65tii.• YW iM 16., / Cert. No. 2 4 5' Date: l 2./d 1 1 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 12/6/2018 Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL SLCCDV Form # U2U-12 Revised 3/15/12 (J5) Company Name & Address SCOPE OF WORK - PARTIALY FRAME IN (2)- WINDOW OPENINGS AT BATHROOMS FOR NEW WINDOWS. - INSTALL NEW WINDOWS IN NEW OPENINGS. THIS IS AN ALTERATION LEVEL 2 AND MUST COMPLY WITH THE FBC 2017 FOR EXISTING BUILDINGS CHAPTER 7 AND 8. 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 '3- 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, AND FBC 2017 RESIDENTIAL. 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. STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). 3) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 4) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED. 5) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICIES. 6) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" LONG NAILS WITH 3/8" 0 HEAD (44- 6" O.C. OVER (2) LAYERS OF (154 FELT OR TYVAK BUILDING WRAP) WALL FINISH / INSULATION NOTES 1) INTERIOR TO BE W' DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. /," THICK WITH (13 GAGE,13/8" LONG, 19/64" HEAD; 0,098"DIAMETER, 1'/,"LONG, ANNULAR -RINGED; SD COOLER NAIL, 0.086" DIAMETER, 15/8" LONG, 15/64" HEAD; OR GYPSUM BOARD 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 702.41 & 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 21 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. iq 17-12N1Mls i -ro 143E Mot7I,Vltli�D r-orc- Id w vJ IN i w'j?m,nl - h,1-1. TIR I Ada, �. I WO I *40 I )' NA { € { I -XI-17TIUC%-_- +4 WATERPROOFING NOTES: 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH, A CMU WATER RESISTANTCOATING 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 & THE CMU WATER RESITANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECTION. ALL CMU -WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. 2. INSTALL BUCKS SO THAI- THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND MASONRY. 3., PRIOR TO BUCK INSTAL-LATION APPLY 3/8" NOMINAL. DIAMETER BEAD .OF SEALANT BETWEEN 111F. BUCK AND THE MASONRY. TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BLACK. COMPLETELY SEAL TIIE ENTIRE. END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT' THE PASSAGE 0177 LIQUID TI IROUGI I THE CCI I ELIDS 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 iDOOR OPENINGS. PAN FLASHING SHALL. BE SEALED OR SLOPED IN A MANNER TO DIRECT, WATER 'TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE HARRIER FOR SUBSEQUENT DRAINAGE. - INCORPORATE PAPA FLASHING AT HEAD AND SILL AS WELL ' PAN FLASHING SHALL BE CORROSION RESISTANT (OPTIONAL NOT REQUIRED IF ITEM #I=3 INSTALLED'). 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT Oil WINDOW / DOOR FRAME'S A-f ALL PERIMETER ON FROM AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION, G. AFTER WINIDOWJ.DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL..) AND IHE WINDOW / DOOR TO ENSURE A WATER RESISTANT IFITERIOR AIR SEAL, AROUND THE ENTIRE PERIMETER. i -/+vAy I'/+ iM71E 1L. --,-(r Baca SCANNEL) BY 1ga7-G o Lucia000NPI OIVI6IDN tlU1l.01Nd iRgVIRWRp„0@ f,6p Op REVIEWED DY DA"f Fatas AND PER Joe OR MUST BE KEPT ON MADE NO INSPECTION WILL BE PI^ r,g9" 1x I'f�"laFrt"D,TAPea��. l'Z.'"O.k C �' Xi F?T ---�A1 P'tt 46" Cp:Ner FILt6D 9171Lrt Y -/-0�� FBI N M!rJ N �y d E � � ��,�-11,E--��. l ►� t':� , . , � rtlZ PJ .+� Y EVI ,il PSI UL WELCH INC. AMCRAN/CAL ELECTRICAL CIVIL ENGINEERING 1984S. W HILTMORES7: SUITE>>,k` 1 f4 PORTS?; LUCIE, FL.34984 , PHONE(77,2j785-988t3 E=/NAIL PWELCHINC9AOL_.COIM PAUL WELCH, PRE.-.FLA REG MO.29945 DEC 0 5 2018