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HomeMy WebLinkAboutRevisionrOFFICE USE ONLY: DATE FILED: REVISION FEE: /so — PERMIT # - IJ'7 0 7 -v-z RECEIPT # �'Al �40 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRG AVENUE If b ON FORT PIERCrFJ 34982- (772) 462-1553 FAX (772) 462 7 ElVrlf� I �� ok m APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: (D /V© edr\1 W's &j A A n Roo" V\JA i-il., N t- (4vv Dt L/ 12oo rA 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. ST. LUCIE COUNTY CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: STATE- ZIP: PHONE (DAYTIME): FAX: 4. OWNER/BUILDER �INFORMATION: ,-- 111 NAME: Ll 0 a i6a, �J-r ADDRESS: -51 & CITY: STATE: PHONE: / .'7,9 d - / / / Z 5. ARCHITECTIENGINEER INFORMATION: NAME: ADDRESS: JA CITY: PHONE (DAYTIME)- Rffiwd 07/=014 ZIP: 9r)r7- FAX: SPATE: ZIP: RE g v NOV 13 2017 WR swq a }' t ui Ova ,. M SCOPE OF WORK i w t•, rlammng llevetopmenl aervlces Veparune,ll _= Planning & Development Services Department fe Building & Regulations Division Building & Code Regulations Division - INSTALL NEW WINDOWS AND DOORS AT EXISTING RESIDENCE PER PLAN. Product Review Affidavit 2300 Virginia Avenue, Fort Pierce, FL 34982 - 772) 462-1553 „ .. ... - RAISE FLOOR AT LAUNDRY AREA PER PLAN. WINDOW / DOOR SCHEDULE MARK SIZE / TYPE NOTE STRUCT. APPLIED DESIGN PRESSURE (PSF) Certification for Design Load Compliance THIS IS AN ALTERATION LEVEL 2 AND MUST COMPLY WITH THE FBC 2014 FOR EXISTING BUILDINGS CHAPTER 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 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) 2014, AND FBC 2014 RESIDENTIAL. RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 30L 5) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0 2014 FOR EXISTING BUILDINGS. STRUCTURAL NOTES 11 DESIGN LOADS IN ACCORDANCE WITH ASCE7 10 1 DBL 37" WIDE X 50" HIGH S.H. WINDOW EXIST +35.8 / -38.8 2 36 1/4" WIDE X 50" HIGH S.H. WINDOW EXIST +35.8 / -38.8 3 36 1/4" WIDE X 50" HIGH S.H. WINDOW EXIST +35.8/-47.9 4 38" WIDE X 64 1/8" HIGH S.H. WINDOW EGRESS HDR +35.7/-47.7 5 38" WIDE X 64 1/8" HIGH S.H. WINDOW EGRESS HDR +35.7 / -47.7 6 36 1/4" WIDE X 50" HIGH S.H. WINDOW EXIST +35.8 /-47.9 7 26" WIDE X 38 1/4" HIGH S.H. WINDOW TEMP. EXIST +35.8 / -38.8 8 36" WIDE X 38" HIGH S.H. WINDOW HDR +35.8/-38.8 9 6068 SLIDING GLASS DOOR EXIST +35.6 / -38.6 10 26" WIDE X 38 1/4" HIGH S.H. WINDOW EXIST +35.8/-47.9 11 2868 FULL LT. DOOR HDR +35.7 / 47.7 12 26"WIDE X373/8"HIGH H.R.WINDOW HDR +35.8/-38.8 13 26" WIDE X 37 3/8" HIGH H.R.WINDOW HDR +35.8 / -38.8 14 52 1/4" WIDE X 50" HIGH S.H. WINDOW EXIST +35.8 / -47.9 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). 3) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 5000 PSI COMPRESSIVE STRUCT. SCHEDULE STRENGTH AT 28 DAYS. PROVIDE EXPANSION JOINT ALL PERIMETER. HDR REQUIRES NEW HEADER ABOVE OPENING 4) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE EXIST EXISTING OPENING REPLACEMENT SAME SIZE PRESSURE TREATED. __- Building Permit # Owners Name V I (A< ' Applicant: Project Name: BRIGHT Project Address: 5104 SUNSET BLVD 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 2014 Edition with 20 -Supplements using ASCE 7-10 2. Structure Designed as (check one): X Enclosed Partially Enclosed Open 3.Risk Category: _I XII_III IV Exposure Category: _B X C -D 5) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO 4. Design Wind Velocity 165 mph 128 ASD N/A LRFD End Zone Width: 5 ft INSTALATION OF HARDWARE IS NOT PERMITED. 5. Mean Roof Height: 14.2 ft Roof Pitch: N/A :12 Parapet: N/A ft 6) UNLESS OTHERWISE NOTED; THE INSTALLATION OF SPECIFIED HARDWARE 6. Components & Cladding Design Pressures Used: (PSF based on 30sgft @ 15'MRH clearly label on all plan openings): SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICIES. 7) EXTERIOR FRAME WALLS TO BE 518" T 1-11 WITH 10d NAILS AT 6" O.C. PERIMETER AND FIELD OVER 1 (15# FELT OR TYVAK BUILDING WRAP) . WALL FINISH / INSULATION NOTES 1) INTERIOR TO BE'/"DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN.%" THICK WITH (13 GAGE, 1, 318" „ „ „ r Product- Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment Pressures Desiun Pressure Number A T e g Iz x 1'5r8 Windows JI1 iGl a7of-(la firf ` 5SlaU f-0%60,11? InIPAi gkC 140Ce rry 1 ' 3 �r r �'1 "(�'(- I X i K O r"h Mullions ./' +l-SU i.T+`� - 7': ICJ H,a,Q T400, Fpt2d'Ghass y�r NO i _64 Block Glass Skylights II SlidingGlassi)oors `�k -fir I +�-CDO 'fi�l. 5570 -1770 Nam• L�. i.4.Qfo r n .Ti Pr (2 .t2 r2- r ( aft, "` mint, evh 1A, �y.i2k JJ P.ti. W G E.t:. °;� 1" k''. P /A- Swing Type Dwrs 'a/ I �rA.1 /--�? i fdV- VA:-tV I C:IA%tq ... Pf& �L1<t ZO�fu �-e= r' ..�a4PAAr'i" t !t� x f'/�":. MIhJ, C. h•x. = „ �+c.7C.r3W'",_-, _X''.��. •�/A lD l!4"p.l. French Doors Gara a Doors 11 -_ ----- - HurricanePraection It rtn Roof Ventilation -- Roofing Mateial II 20.6 20.6 20.6 35.8 35.8 N/A Zone 1; _32.7 Zone 2: .57.0 Zone 3: -84.2 Zone 4: _38.8 Zone 5: _47.9 Garage: N/A 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: LONG, 19/64 HEAD, 0.098 DIAMETER, 1 /< LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG, 15/64" HEAD; OR GYPSUM BOARD 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS DESIGN PROFESSIONAL CERTIFICATION STATEMENT: AND 12" O.C. FOR SCREWS. I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to 3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS 1N COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' County. I also certify that structural elements depicted on these plans provide adequate resistance to the design RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER forces specified: AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). Paul Welch P.E. 29945 / 5115 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. Print Name Cent # & Co. Cent Auth. 5) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD Paul Welch Inc. CLASSIFICATION OF NOT GREATER THAN 200. ON PLAN 11/9/2017 6) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C Company Name & Address 1.177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN SLCCDV Form # 020-12 Revised 3/15/12 (7S) ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 7) 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 SMr "E-DEVELOPED INDEX NOT TO EXCEF" 450 WHEN TESTED IN ACCORDAI , -,'8P]TH ASTM E 84 OR UL 723. -- 10 � I 0� lrxag-1 _,i�i'Ih.i)ral% �,I`i�LIEFr•L_ '�i'=X� __ LuPC 1 1 MAXIMUM HEADRER SPAN 1 314111 1(yi pi, y,_p,r 121_(]" 15,_0" 17,4, NUMBER OF FULL LENTH STUDS EACH Elm OF HENDER 2 1 2 1 3 3 3 3 IN"ER OF HEADER STUDS SUPPORTING END OF HEADER = I I 1 1 2 2. 9 EXISTING TRUSSES OR ROOF JOIST _ DBL 2 X 4 TOP PLATE STRAP EACH STUD TO TOP PLATE "'- WITH "SIMPSON" SPH4 WITH (10) - IOd X I'/2" NAILS*** STRAP EACH STUDIO HEADER WITH "SIMPSON" LSTA 24 WITH (18)- I Od NAILS DB L 2 X 10 MIN. WOOD BEAM WITH /2" PLYWOOD SPACER GLUED AND NAILED WITH IOd NAILS AT 8" O.C. STAGGERED TOP AND BOTTOM KDOOR BOTH SIDES OR WINDOW OPENING FULL LENGTH 2 X 4 WOOD STUDS _ HEADER STUDS 2 X 4 WOOD STUDS DI1L 2X4 SILL (WINDOW ONLY) STRAP EACH STUD TO BOTTOM 2X?t STUDS AT 16" O.C, PLATE WITH "SIMPSON" SPH4 WITH FI (W!INI)0W ONLY) (10)- 10d NAILS *** P.T. 2 X 4 WOOD BOTTOM PLATE -I---,r- _..-- WEDGE ANCHORS X 8" I I I I I jJL EMBED. WITH 2" X 2" X 1/8" J. -all"a ' "" "I r"" "� - " I `" WASHERS EACH SIDE OF OPENING AND 24" O.C. `-- EXISTING CONCRETE FLOOR / FOOTING T - A CAL HEARER DETAIL • 1 *** OPTIONAL USE OF "SIMPSON" SSP WITH (4)- 10d TO STUD AND (3)-10d. TO DBL TOP PLATE OR (I) -I Od TO SINGLE SILL PLATE OR "SIMPSON" DSP WITH (8)- I Od TO STUD AND (6)-10d TO DBL TOP PLATE OR (2)-1 Od TO SINGLE SILL PLATE IN LIEU OF SPH4 _ 4pop P,at- .q i Tp .tz A1'7V P'1-na rG' THIISPUNS AND ALL PROPOsM Vtom .srl... a$a= f. � r 1 R.E SUSJECT TO NY i,CF EECT.ON6 u ^a REQUIRED BY FIELD INSPECTOR T?IXT � w s fr1M 3E NEECI_SSANY IN GIRD12M T!3 ,:; ' 94 94 V, COIAPL: k;!iTH ALL APPL}vABLE C(ME& A t" oc N I i) ts-t, (7 }00 142- 14 ILI� r '`'2 I'" �✓ Y 'V I ""' " r'�q[\ s� l >'e"+/. - ST JCIECOUNTS' �..�,,......-..._.,»,-.... .-...n..,,,...�.-......�»...m�..:.�..,.,...:..,..,.....:.,, _.,:.,..,.�........ :FOR 3U LniNG DIVi51ON a n.. REVIEWED COMREVID BY -.. _.. DATE Pl 4 S AND PER iT , 'MUST 8E KEPT ON OB OR - _ NO INSPECTION WILL BE MADE RAUL WELCH INC. MEC-HAN/CAL ELECTRICAL CIVIL ENG/NEE)?ING / 1984 S. W. BILTMOREST. SUITE# f f•4 i PORTST. LUCIE, FL 84984. PHON (772)78.6-9888 E-MAIL PKIE'L'CHINC@AOL.COM PAUL WELCH, P.E:. FLA RE'G NO. _29945 NOV