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Home My WebLink AboutFLOOR PLANPlanning & Development Services Department Building & Regulations Division Planning Deveopment ervices epa men PIOdUC� R0V1eW Affidavit �Ww-§ Building &Code Regulations Division SCOPE OF WORK CONSTRUCT FRAME WALL AND INSTALL WINDOWS AT EXISTING MANUFACTURED 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 HOME PER PLAN Building Permit # Owners Name Applicant: Certification for Design Load Compliance ING THIS IS AN ALTERATION LEVEL 2 AND MUST COMPLY WITH THE FBC 2017 FOR EXIST Project Name: McGEE BUILDINGS CHAPTER 7 AND 8. Project Address: 2972 FIDDLEWOOD CIR. NOTES: CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL V DBL 2X6 WOOD HEADER WITH W CDX 1) THE DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. Permit #: 1802-0223 Occupancy Type: R Construction Type: PLYWOOD SPACER GLUED AND NAILED WITH FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY INSTRUCTIONS FOR USE: /' I Od NAILS AT 8" O.C. STAGGERED TOP AND 2) STRUCTURAL THE ENGINEER AS CONSTRUCTION PROGRESSES. BOTTOM BOTH SIDES DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED 3) ALL WRITTEN • This certification must be completed, signed, and sealed by the design professional of record. i DIMENSIONS. MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2017, • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: 4) ALL CONSTRUCTION AND THE FBC 2017 RESIDENTIAL. o New Residences (single or multi -family) - RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY 5) o Residential Addition Re TERMITE INFESTATION AREA PER FRC 301. o accessory structure requiring a building Y rY q B g permit 6) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0 2017 o Any non-residential structure. FOR EXISTING BUILDINGS. • Note: Form.not required for interior renovations provided that no exterior structural elements are affected and EXISTING WOOD BEAM certain minor building permits at the discretion of the local building official. Contact the It above for questions. I 2 X4 P.T. W TOP PLATE WNW 3 9," LAG SCREWS AT 12" O.C. TO EXISTING. BEAM DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that applyl ---- 1 SIMPSON SP4 W/(6)- IODNAILS OR H2.5A W1 1. DESIGN CODE: Florida Building Code 2017 Edition with 20 _Supplements using ASCE 7-10 (10)- 8D NAILS AT TOP PLATE AT EACH STUD 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 - 2 X 4 WD STUDS AT 16" D.C. WITH "SIMPSON' THESE PLANS AND ALL PROPOSED S LSTA9 W/ (8)-10d EACH TO HEADER AIIE SUBJECT TO ANY CORRECTIONS 4. Design Wind Velocity 165 mph 128 ASD N/A LRFD End Zone Width: 5 ft RFOUIRED BY�FIELD INSPECTORS THAT. MAY BENECESSARY IN ORDER TO S. Mean Roof Height: 15.3 ItRoof Pitch: 2 :12 Parapet: N/A It - "SIMPSON" LSTA18 W/ (l0)- 10d NAILS COMPLY WITH ALL APPLICABLE-0ODES. 6. Components& Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): 20.6 20.6 35.8 35.8 N/A � zxa WOOD READER STUD 20.6 Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage: -32.7 •57.0 •84.2 -38.8 -47.9 N/A raFr c zxa WOOD KING STUD 7. Design Loads: Floor: 40 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 P.T. SC2X4REWS WDBOTTOMPLATE EXISTING FL 3 Ba"LAG _ _. SCREWS AT 12" O.C. TO EXISTING FLOOR 8. Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not: / f FRAMING CONCEALEDARE FASTENERS OR AITf THI it 1 ARE THE RESPONSIBILIiY Or iMr Product Opening Design Pressures Product Rated Desi n Pressure Manufacturer T Model Number Product Approval Number Glasa T a Method of Attachment Windows #3 G -/i1,5 I /-C) pt�-f N2.61 OC7 N '' �-o4ll.c�, �I�,aa<,t ?flux MI aT Mullions N ,A Fixed Glass ^ Block Glass Skylights Slidin Glass Doors Swing Type Doors French Doors Garage Doors. a Hurricane Protection Zhu L I IaIU! i 3�' ,G a'/-, �a� �} pL�(D1J! RAASiIC P OR 23 .! RiA �Gt? �tfLvci r crCk # Roofing Material N1A 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 forcets«stpecified by current code provisions. -h Na I rw yr P cr e„ Signature: ®N 4 1 t seal Desi In Prof: P.A J s. Cert, No. 706� 45 Date: 7/151 1 r `SIMPSON"LSTAI2 W/(5)-IOd NAILS TO STUD - CONTRACTOROFRMORQ - _--- - --- ------ 9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not: DBL 2X4 WOOD SILL PLATE -- �- --AND (5)-#tOX I" SMS TO EXIST. METAL CHNL - 10. Design Soil BearingPressure: 2000 PSF Soil Test Reports Submitted? _Yes 2X4 WOOD STUDS W! IL IODNAE.S OR H2.SA� p } TEACH SDNAILS AT SILL FLATE A EXISTING METAL CHNL - --------- ------ (10 DESIGN PROFESSIONAL CERTIFICATION STATEMENT: STUD _ ALL HOWNG E/ OLIANCE I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to U FACTORS CTORS AND BAND BHOC COMPLIANCE comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie _.._ .__ -__ __,. ,_,.n,-._ _.._.._ WITH F WIiHFEICENERGY CODE MUST County. I also certify that structural elements depicted on these plans provide adequate resistance to the design --n ,1, REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE forces specified: "- mm - SEE TYPICAL WALL SECTION FOR APPROVED Paul Welch P.E. 29945 / 5115 - m-.• ADDITIONALINFORMATION Print Name Cert # & Co. Cert Auth. u STRUCTURAL NOTES Al > 1 Y4 A. L1 Paul Welch Inc. �! --T 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. ON PLAN 7/13/2018 2) SOIL BEARING CAPACITY: 2000 PSF (MIN.). Vv1 b 3) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE ,-I"I'IJ i`>r-A A Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. CONCRETE FOUNDATION NOTES Company Name & Address 4) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: V/2" IZ I)SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE 5) FOOTINGS: 3" BEAMS: 1'/2" SUSPENDED SLABS: I LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. TYPICAL HEADER DETAIL Ills... GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. Tor, BARS: FOOTINGS: 3" - 6) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE \ 2)MINIMUM CONCRETE PROTECTION FOR REINFORCING 7) TREATED. SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF - - - _. - SUBGRADE PREPERATION NOTES HARDWARE IS NOT PERMITED. 1) THE AREA WITHIN THE LIMITS OF THE FOUNDATION SHALL HAVE ALL VEGETATION, 8) UNLESS OTHERWISE NOTED. THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICIES. TOP SOIL AND FOREIGN MATERIAL REMOVED. •+. 9) EXTERIOR STUCCO FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" ' h. P 2) CLEAN FILL SAND AND OR GRAVEL FILL, FREE OF VEGETATION AND FOREIGN LONG NAILS WITH 3/8 0 HEAD @ 6 O.C. OVER (2) LAYERS OF (IS# FELT OR TYVAK \ v MATERIAL, MUST BE PLACED TO DESIGN SUBGRADE LEVEL AND COMPACTED TO BUILDING WRAP) OVER 19/3i'" CDX PLYWOOD WITH IOD NAILS TO STUDS @ 6" O.C. AND FIELD. ASSURE UNIFORM SUPPORT OF THE FLOOR SLAB. 10) PERIMETER WEEP SCREEDS. A MINIMUM 0.019-INCH (0.48 MM) (NO.26 GALVANIZED SHEET GAGE), T �) R �C�Iv�D 3) SUBGRAED COMPACTION SHALL BE ACHIEVED MEANS AND METHODS CORROSION -RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENTL - <rP L . DETERMINED BY THE RESPONSIBLE CONTRACTOR. SOIL DENSITY TESTING BY '"� FLANGE OF 3'/z INCHES (89 MM) SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 92ri. THE �� """ ��)� �' 2�18 INDEPENDENT SOILS TESTING FIRM SHALL BE REQUIRED TO INSURE PRESCRIBED SOIL WEEP SCREED SHALL BE PLACED A MINIMUM OF 4INCHES (102 MM) ABOVE THE " +/ 2�°' DENSITIES ARE ACHIEVED. EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND BE OF A TYPE THAT WILL _ M �-� : ----.- ST:; Luc a t ®Unt permit _� m....,_ ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING THE r 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 WATER -RESISTIVE BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP EXISTING ROOFING /'ROOF SYSTEM SCREED. - _./4 e 4r4 t4 L III EXTERIOR VINYL FRAME WALLS TO BE VINYL SIDING SHALL BE AS PER FL#23885.1 _,_----- -- -- EXISTING WOOD BEAM " "MASTIC". VINYL SIDING SHALL BE INSTALLED OVER 30# FELT PAPER OVER PLYWOOD WALL SHEATHING. ATTACH VINYL SIDING WITH GALVANISED ROOFING a FREQUENCY DETERMINED BY THE SOIL TECHNICIAN TO VERIFY UNIFORMITY OF THE _ � NAILS 1/8" SHANK DIA., 3/8" HEAD DIA. X I %" LONG AT 16" O.C. HORIZONTAL EACH pro UNDERLYING SOIL DENSITY, PRIOR TO PLACING CONCRETE, 2 X 4 P.T. WD TOP PLATE W/ %s" X 3 %2" SIDING INTERLOCK (ALL THE NAILS SHALL PENETRATE THE STUDS). PLYWOOD ^ o0 I J LAG SCREWS AT 12" O.C. TO EXISTING. SHALL BE 5/8" THICK AND NAILED TO STUDS WITH 10d RINGSHANK NAILS AT 4" O.C. �y 5) SUBBASE COMPACTION FOR THE FLOOR SLAB FILL MATERIAL SHALL BE BEAM PERIMETER AND 6" O.C. FIELD. IN fPTGaa� l �74�lu UNIFORMLY COMPACTED TO A MINIMUM DENSITY EQUAL TO 95% OF THE MAXIMUM ,,�' ' ,M1 „�`� w /�� a DRY UNIT DENSITY OF THE FILL AS DETERMINED BY MODIFIED PROCTOR METHOD IN EXISTING cLG SIMPSON SP4 W/ (6) - I OD NAILS OR H2.5A 0 (.0 0 W I PC >e 55? l L� �-� o re- � L l ',.� 1 IVY X y 10 ACCORDANCE WITH ASTM D-1557. W/ 00)- 8D NAILS AT TOP PLATE AT EACH N STUD WALL FINISH / INSULATION NOTES t 6) CONCRETE SLABS ON GRADE SHALL BE PLACED OVER A POLYETHYLENE VAPOR 1) INTERIOR TO BE V/:" DRYWALL FINISH. BARRIER WITH A MINIMUM THICKNESS OF 6 MILLS, INSTALLED WITH LAPPED JOINTS R-11 INSULATION 2 X 4 WD STUDS AT 16" O.C. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. VW' THICK WITH (13 GAGE, 13/8" LONG, NOT LESS THAN 6 INCHES AND CONTINUOUSLY TAPPED WITH HIGH DENSITY 19/64" HEAD; 0.098" DIAMETER, I 'A" LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0A86" YV DRYWALL VINYL FINISH PER STRUCT. DIAMETER, 1 5/8" LONG,15/64" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER,1 ` POLYETHYLENE ADHESIVE TAPE. ��\ ( NOTES l# I I) 5/8" LONG, 9132" HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.C. FOR SCREWS. J P.T. 2X4 WD BOTTOM PLATE W/'/" X 3 '/2" 3) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT mLAG SCREWS AT 12" O.C. TO EXISTING GREATER THAN 450.. FLOOR FRAMING 4) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF a ' NOT GREATER THAN 200. �11 K ."/ lei I ✓ �... �1<�l C>� 1+1�- L "�--� "SINIPSON" LSTA18 W/ (5)- 1Od NAILS TO 5) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM .�---�^ � �,�- r- �,)„{, � y x�G�L �, "- �.,t►�^j-� t,,,tf.< � Q rG SIMPSON SP4 W1(6)-10D NAILS OR H2.5A W ' TO ASTM C 36, C 79, C 475, C 5I4, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C (T ( IC �l> � k d � ! STUD AND (5)- #1 OX 1" SMS TO EXIST. Cw. (10)- aD NAILS AT soTroM PLATE AT EAc METAL CHNL hA 1395 C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE ^N +�• r h j lY i W L / PLYWOOD WALL SHEATHING 81TID - - - PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD i Tyr° t e-1 J W EXISTING METAL CHNL SHALL CONFORM TO ASTM C 557 a GRADE D FELT PAPER (APPLIED LAST) f 6) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR iv / PROVIDE OF SEALANT EXISTING FRAME FLOOR ^ q FROM EDGE OF OPENING UNDER FELT "SBviPSON"LSTA12 W/ (5)- 10d NAILS TO VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, �+ ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL `1 APPLY FELT TO EXTERIOR OF A METAAL CHNL #lOX 1" SM5 TO EXIST. I� / OPENING AND FOLD FELT OVER IAMBS ) HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE- }1 DBL 2X4 P.T. WOOD TOP PLATE WITH 84 OR UDEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E ,. .i WINDOW OPENING C:a1 GRADE D FELT PAPER SILL PANNING _ T Y." - _ r (APPLIED2 -.... .......�... - -._. _ -... .. _ WRAP OVER ENTIRE SILL OVER - „ T I CHNL MIN. SMS TO EXISTING METAL k i A N I LAP SILL PANNING 4 PROVIDE EXISTING METAL I -BEAM P.T. 2 X 4 WD STUDS AT 16 O.C. BEAD OF SEALANT'/,"FROM EDGE FOOTING ---- i --- STUCCO FINISH PER STRUCT. NOTES � I OF OPENING UNDER FELT . (A oAPE - EXISTING PILE / F0._ yMat GRADE D FELT PAPER APPRON (APPLIED 1ST) Q WEEP SCREED W 9" WIDE CONTINUOUS UNDER SILL PROVIDE ,A{ g^ - 11 BEAD OF SEALANT' 3/" FROM EDGE �� P.T. 2X4 WD BOTTOM PLATE W/ 1/2" X5'W II jjjjjjrrr-�� - - _ WEDGE ANCHOR BOLTS AT 24" O.C. TO /, 4 -,g L V- \ OF OPENING UNDER FELT �lil'Ill� ill �i CONCRETEFOOTING 16" DEEP X 16" WIDE (2500 PSI) CONCRETE )y7" CONTINUOUS FOOTING AT AREAS UNDER NEW WALL WITH (2)-#5 BARB ik I (%p q vOZ�3 Ilm- <.U�J� CONTINUOUS D(/!i C - y - ST. LL'CIE COU'.�'T1' EL`ILDJ`'C^ , P1 REVIENVED FOR C • PAUL WELCH INC. TYPICAL WALL SECTION nts... REVIEN,NED BY DATE MECHANICAL ELECTRICAL CIVIL ENG/NEER/NG S A\ ER T SiL'ST BE KEPT ON JOB PLAN J �;gp CTION WILL BE MADE' 1984S.W. B/LTMORE'ST. SUITE# f f4 PORTS7. LUCIE, FL34984. WINDOW OPENING WATERPROOFING DETAIL nts... NOTE; APPROVED PEEL AND STICK MAY BE USED IN LIEU OF GRADE D FELT: - - fr'HONE'r777i 785 WELCH, LC MAIL PWEL O, 299�AOL. COM PAUL YYELCH, P.E:. FLA REG NO, ,29945 JUL 1 3 loll -