HomeMy WebLinkAboutREVISION FLOOR PLANPla111ai11g & Development Services Department
Building & Regulations Division
Planning & Development Services Department SCOPE OF WORK dT M
- -f - °. Product Review Ai`filt7vi(
Building & Code Regulations Division CONSTRUCT FRAME WALL AND INSTALL WINDOWS AT EXISTING MANUFACTURED
2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 H051E PER PLAN
Building Permit # _ Owners Name `76. Applicant:
Certification for Design Load Compliance
THIS IS AN fiLTERATION LEVEL 2 AND MUST COMPLY WITH THE FBC 2017 FOR EXISTING
Product Opening Design Product Rated Manufacturer Model liumber ProductApproval
Project Name:. McGEE BUILDINGS CHAPTER 7 AND 8. ppravai Glass Method of Attachment
Pressures Deslan Pressure Number Type
-
ProjectAddress: 2972FIDDLEWOODCIR. NOTES: Wlndavrs -F�f4 47,5' .`1-�0 F&I a-15100 N{t�� lox n%rJ"t7nt
DSL 2X6 WOOD [LEADER WITH Y." cDx _ I) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL
Permit #: 1802-0223 Occupancy Type: R Construction Type: V PLYWOOD SPACER GLUEDANDNAILED WITH DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. Mullions ^� _ -
r' Lod NAILS AT 8"O.C. GLUED
A STAGGERED Tor AND 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY - - -
INSTRUCTIONS FOR USE: Fixed Glass
BOTTOM BOTH s[vEs THE ENGINEER AS CONSTRUCTION PROGRESSES. -�
r _. __ _ ..__ _ _ ._ 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED - - - -` -
Block Glass '
• This certification must be completed, signed, and sealed by the design professional of record. f" DIMENSIONS.
4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2017, Skylights - - -
• Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: i -
AND THE FBC RESIDENTIAL:
o New Residences (single or multi-family)LOCATED
sedan class Daors I
•�""""� _5) RESIDENCE LOCCAA TED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY
o Residential Addition
! -- �-- -
TERMITE INFESTATION AREA PER FRC 301: swing Type Doors -
o Any accessory structure requiring a building permit 6) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0 2017 - -
- ., �, � French Doors J
o Any non-residential structure. I EXISTING WOOD BEAM FOR EXISTING BUILDINGS. -
* m.not required for interior renovations provided that no exterior structural elements are affected and Garage iDoors }
Note. For q p ..._:--- "'--._---•--":"" .. , ;, - ,-- ----..-- __..._.-----_.__.----.-.._- _._._. ----_.. - Hlxriaane Protection -
certain minor building permits at the discretion of the local building official. Contact the # above for questions. - 2 X 4P.T. WD TOP PLATE W/ i x 3 rz LAG
•"....: -- SCREWS AT 12" O.C. TO EXISTING. BEAM ):iltt•IL ¢! OJT '1- 3 7�� '^-��} '� '+'/'�„ /"? Ca r L' .E 1`%\ Iuk.{ "1I .. L f� `1� J'CGL'JG•(' T 4txr&e
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) - ^'
- SIMPSON SP4 W/ (6) - IOD NAILS OR H2.SA W/ - fp, ---
1. DESIGN CODE: Florida Building Code 2017 Edition with 20 Supplements using ASCE 7-10 Routing material f
(10)- 8D NAILS AT TOP PLATE AT EACH STUD _ 1"I 9I"
2. Structure Designed as (check one): X Enclosed Partially Enclosed Open -
- -• -- 2 X 4WD STUDS AT 16" O.C. WITH "SIMPSON" -----� y
3:Risk Category: I X II' III IV Exposure Category: _B X :C D �, _ -
4. Design Wind Velocity 165 mph 128 ASD N/A LRFD End Zone Width: 5 It - LSTA9 Wit (8). 10dEACHTO.HEADEA
S. Mean Roof Height: 15.3 ft Roof Pitch: z :12 Parapet: N/A. ft ,
-- "SIMPSON" LSTA18 W/('tO)-.lOd NAILS I have reviewed the above Conlllonent9 or cladding and I have approvedtheir use in this structure. "here. products provide adequate rest'
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): -
I P 9 stance to ills
20.6 20.6 20.6 35.8 35.$ N/A ' 294 WOOD HEADER STUD
wand. loads and Egress slratifietl by current code provisions.
n 2: Zone 3: Zone 4: Zone 5:' Garage: 1N�
Zone 1: -32.7 Zone _57.0 -84.2 -38.$ -47.9 N/A c�p^I.aitir. 2X4WOODKINGSTUD' Nttue: R..zo" �.'��"1 'Signatua•c: f71I.LGI.G^..� �. _ _ _. -_ - seal
7. Design Loads: Floor: 40 PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony:. N/A PSF-
N A PSF Railings: AT BOTTOM PLATE W/Y,"X3 Y='LAG -
N/A PLF / CONCENTRATED P.T.2x4 v D Desi n Prof.. J4 LI) Curt. No.J� x
Dock: N/A PSF Deck: N/A PSF Stairs: / PSF Fence: N/A g /P: _ SCREWS 12" O.C. TO EXISTING FLOOR
: --'-'�'---- �
8. Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not: / I FRAMING - ^
. _ ) "SRAPSON" LSTA12 W/ (5)- 10d NAILS TO STUD
9. Is A Continuous Load Path Provided? X Yes .,Not Applicable Explain Why Not: DBL2X4 WOOD SILL PLATE ----•--•--•-•------- - ---•- - -- � � AND (5)- il1OX t" SMS TO EXIST. METAL CHNL
2X4 WOOD STUDS W/ (6)- IOD NAILS OR H2.SA - _ - -EXISTING METAL CHNL -
10.Design Soil Bearing Pressure: 200D PSF Soil Test ReportsSubmitted7_Yes W/(10)-8DNAILS ATSILL PLATE ATEACH ---- _- -
DESIGN PROFESSIONAL CERTIFICATION STATEMENT: STUD
I
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 - r
forces specified: -I""'"--"'-"' mm J�--..T__TY ,-,,.-.._.T^ SEE TYPICAL WALL SECTION FOR !L'
Paul Welch P.E. 29945 / 5115 I - ADDITIONAL INFORMATION STRUCTURAL NOTES
Print Name Cert it & Co. Cert Auth. �lI' I II
Paul Welch Inc. �-_-_ll�� =1L If_ _� ' II 2) DESIGN
E I NLOADS IN ACCORDANCE C OOO WITH ASCE7-10,
PST (MIN.).
ON PLAN 7/13/2018 3) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE -- X t5 rCIJ b t7rAI
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. I
Company Name &11 Address
- 4) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: "
CONCRETE FOUNDATION NOTES FOOTINGS: 3" BEAMS:. 1 �Ji" SUSPENDED SLABS: 1 r/z" 'A
i)SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE 5) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS NOTED
STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. TYPICAL FADER DETAIL nt8... ' GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS.
6) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE
- -
2)MINIMUMCONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" -- -- TREATED. - � '^ -- *�" •"`
7) SPIdTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF �\ - •--- -- - --- - --
HARDWARE IS NOT PERMITS' D. -- -�
_ 1) THE AREA
P WITHIN
THE TION NOTES 8) UNLESS OTHERWISE NOT D, THE INSTALLATION OF SPECIFIED HARDWARE SIIALL \'
1) THE AREA WITHIN THE LIMITS OF THE FOUNDATION SHALL HAVE ALL VEGETATION,
CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICIES.
TOP SOIL AND FOREIGN MATERIAL REMOVER.
9) EXTERIOR STUCCO FRAME WALLS TO BE STUCCO OVER W IRFLATH WITH II GA. 2 - _--
`• i Fy-ca
FILL SAND AND OR GRAVEL FILL, FREE OF VEGETATION AND FOREIGN LONG NAILS WITH 3/8 H HEAD @ 6 O.C. OVER (2) LAYERS OF (15# FELT OR TYVAK
2) CLEAN FI „
MATERIAL, MUST BE PLACED TO DESIGN SUBGRADE LEVEL AND COMPACTED TO BUILDING WRAP) OVER 19/32" CDX PLYWOOD WITH DOD NAILS TO STUDS @ 6" O.C. - ^\
PERIMETER AND FIELD.' s _ _ \ \�
ASSURE UNIFORM SUPPORT OF THE FLOOR SLAB. 10) WEEP SCREEDS. A MINIMUM 0.019-INCH (0.48 MM) (NO. 26 GALVANIZED SHEET GAGE), w t - \
CORROSION -RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT
3) SUBGRADE COMPACTION SHALL BE ACHIEVED BY MEANS AND METHODS FLANGE OF 342 INCHES (89 MM) SHALL BE PROVIDED AT OR BELOW THE FOUNDATION .� �� _.-.-....-.,.m_.,.,_ _.-;._,_ _ •___.
DETERMINED BY THE RESPONSIBLE CONTRACTOR. SOIL DENSITY TESTING BY
INDEPENDENT SOILS TESTING FIRM SHALL BE REQUIRED TO INSURE PRESCRIBED SOIL PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE
WEEP SCREED SHALL BE PLACED A MINIMUM OF 4INCHES (102 MM) ABOVE THE -_- +/ 24"
OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND BE OF A TYPE THAT WILL
EARTH
DENSITIES ARE ACHIEVED. ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE
4) AFTER FOOTING EXCAVATION, AND FORMING, CONTRACTOR SHALL RECOMPACT WATER -RESISTIVE BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR
SUBGRADE SOILS USING SUITABLE VIBRATORY MECHANICAL COMPACTOR. THE LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP
UPPER 16 INCHES OF SOILS UNDERLAYING THE WALL FOOTINGS SHOULD HAVE A EXISTING ROOFING ROOF SYSTEM SCREED.
1
g N4 sG� LE
MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY UNIT DENSITY A5 DETERMINED BY EXISTING WOOD BEAM 11) EXTERIOR VINYL FRAME WALLS TO BE VINYL SIDING SHALL BE AS PER FL#23885.-"' r-- F "T T
MODIFIED PROCTOR METHOD FOR THE EXISTING SOILS. IN -PLACE SOIL DENSITY_
"MASTIC". VINYL SIDING SHALL BE INSTALLED OVER 30# FELT PAPER OVER CONCEALED FASTENERS ORATFACNMENiS
TESTS SHOULD BE PERFORMED IN ACCORDANCE WITH ASTM D-2922, AT A _ ;' PLYWOOD WALL SHEATHING. ATTACH VINYL SIDING WITH GALVANISED ROOFING THERESPONSI8JUTY OF THE [�
FREQUENCY DETERMINED BY THE SOIL TECHNICIAN TO VERIFY UNIFORMITY OF THE j NAILS 1/8" SHANK DIA., 318" HEAD DIA. X 1 'r/z" LONG AT 16" O.C. HORIZONTAL EACH
CONTRACTOR OF RECORD
2 X 4 P.T. WD TOP PLATE W/ Y." X 3 `/z" SIDING INTERLOCK (ALL THE NAILS SHALL PENETRATE THE STUDS). PLYWOOD
UNDERLYING SOIL DENSITY, PRIOR TO PLACING CONCRETE. -LAG SCREWS AT 12" O.C. TO EXISTING. SHALL BE 518" THICK AND NAILED TO STUDS WITH 10d RINGSHANK NAILS AT 4" O:C. 00
PERIMETER A
5) SUBBASE COMPACTION FOR THE FLOOR SLAB FILL MATERIAL SHALL BE BEAM AND 6" O.C. FIELD. ""
IN l f� - ry
UNIFORMLY COMPACTED TO A MINIMUM DENSITY. EQUAL TO 95% OF THE MAXIMUM �1
DRY UNIT DENSITY OF THE FILL AS DETERMINED BY MODIFIED PROCTOR METHOD N m SIMPSON SP4 W/ (6) l OD NAILS OR H2.SA 0.� 0 V� ! PC y z „ CPI V � 1 � it � � � I � P �� � P � a [ p
EXISTING CLG - W/ (10)- 8D NAILS AT TOP PLATE AT EACH S! PLANS ANp A F F~ n
ACCORDANCE WITH ASTM D-1557.
STUD WALL FINISH / INSULATION NOTES Re BualEcr ro ANv ��o0oaeo tvoeK !;
6) CONCRETE SLABS ON GRADE SHALL BE PLACED OVER A POLYETHYLENE VAPOR - T 1) INTERIOR TO BE'/z" DRYWALL FINISH DIRER c4RRECTIO
R WITH A UM THICKNESS OF 6 MILLS, INSTALLED WITH LAPPED JOINTS R-I i INsviAnoN _ -_ - 2 X 4 WD STUDS AT 16" O.C. „ Ohf BE lWIT SSAggIH aRDEq 70 THA7 E^�
- 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. /z THICK WITH (13 GAGE, 1 3/8 LONG, WITH
NOTBARLESS THAN 6 INCHES AND CONTINUOUSLY TAPPED WITH HIGH DENSITY �; : UCT 19/64" HEAD; 6.098" DIAMETER, 1 '/a' LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0,086" PLY
AU APpLfLA9LE CoDEg' �(
NOT LE \ u DRYWALL., - VINYL FINISH PER STR DIAMETER, 1 5/8 LONG, 15/64 HEAD, OR GYPSUM BOARD NAIL, 0.086 DIAMETER, 1
` _._.. NOTES S011) , „ „ „ _
POLYETHYLENE ADkIE51.VE "CAPE. _ SIS' LONG, 9/32 ,HEAD) SPACED AT 7 O.C. FOR NAILS AND 12 O.C. FOR SCREWS. � �I
P.T. 2X4 WD BOTTOM PLATE PJ/'/." X 3 '/a" 3) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT
I of 2><(► NC(Gi4tD I GREATER THAN 450.
/ % J ry F I-r \LAG FLOOR SCREWS
RAMING 12" O.C. TO EXISTING 4) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF
NOT GREATER THAN 200. L'`�'T 1 r✓'I G DJ t ••..,,.,
�►L�„xh TERMITE TREATMENT ` "SIMPSON" LSTA18 W/ (5)- lOd NAILS TO. 5). PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM +r------^^"" I.�y�t._. � QLA•. (.may,,, �,".... V ,^.�-r4 ,I" I !�„r T'IliENT j� . -
sIMPSON (sSf'+ Yl (S)-84 NAILS OR H2.5A W/ - STUD AND S - #10X I" SMS TO EXIST. 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 {T-ft €ice{; }=F ;p •¢ ( �U�iTE
(10)- sD NAILS AT BOTTOM PLATE AT EAc O 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE
STUD
L_ -, - --- METAL CHNL L IY t M E ►EM ( h
�^- PLYWOOD WALL, sHEATFUNG PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD (�� t P do j.L
i. II
�J4' EXISTING METAL CHNL SHALL CONFORM TO ASTM C 557
II i GRADE D FELT PAPER (APPLIED LAST) 6) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR /
PROVIDE BEAD OF SEALANT/4" ' EXISTING FRAME FLOOR I SIMPSON" LSTA12 W/ (5)- 1Od NAILS TO VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ST. L C� CO R C BL�p�
llr al'!i FROM EDGF.OF OPENING UNDER FELT - -----------�-- - - _ WED FO.
STUD AND (5)- #1OX V SMS TO EXIST. ROOF -CEILING ASSEMBLIES, WALL ASSEb'IBLIES, CRAWL SPACES AND ATTICS SHALL ) RE WED B
APPLY FELT TO EXIEIUOR OF METAL CIINL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE- � � pN'J � �
OPENING AND FOLD FELT OVERTAMBS _• DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E
Wlrmow OPENING AT I rt
' DBL 2X4 P,T. WOOD TOP PLATE WITH 84 OR UL 723.
V ' #1 OX 3 '/a"MIN" SMS TO EXISTING METAL 0 �'� 'rtli Ip�
GRADE D FELT PAPER, SILL PANNING Q'`s ! ( _ - _ - - - -f
(APPLIED2r`'a) rOli �. CFIIVL--......_. __.
!r'
WRAP OVER ENTIRE SILL, OVER a
--:I 0 T 16 2�1
�r .� ar (a " parmitting
II I! Ira II Il I. LAP SILL PANNING 4" PR,OVIDE EXISTING I -BEAM P.T. 2 X(o WD STLDS AT 16" O.C. __ _ _ ._ _ . -- - s
BEAD OP SEALANT aG" FROM EDGE
---------
BEAD �... t !
OF OPENING UNDER FELT - _ EXISTING PILE ( FOOTING .^
'"� ��-- �''�_-- STUCCO FINISH PER STRUCT. NOTES (�-g)
ST. LuCi CautltY, N®
- _-------------------
GRADE - .t St Luce Court
DFELTPAPERAPPKON(APPLIEDI. ) - -_ - _ ._._._.. 4y,j' t{ SWEEP SCREED -
! 9" WIDE CONTINUOUS UNDER SILL PROVIDE _ ' - ,._. F--•--'- _
'BE.AD OF SEALANT "/," FROM EDGE _ - -a - - 3 „x i '+( i*•^(---
E --, P.T. 2X6 WD BOTTOM PLATE W/
OF OPENING UNDER FELT _ -
\ AT 24" O.C. TO
! rl '' - -- CONCRETE FOOTING " UV
i" DEEP X a' WIDE (2500 PSI) CONCRETE
CONTINUOUS FOOTING AT AREAS UNDER
Il(l;ll��illlil )� (tee�tz �.__
�I �I NEW WALL WTTH (2)-#5 BARS
warr O CONTINUOUS SHEET IJ MDER'
;
- CFIINC.
HANICAL ELECTRICAL C
„ i PJQ UL YYEL CA -IL ENG/NEEf21NG
TYPICAL WAL
��C SECTION ats...
- - / 8 crE, FL1349a4.I
_ 79 4SW B/LTMD
INi3OW OPEN- WATERPROOFING DETAILys... P - 9888 E-
--- _ _ PHONE (7ZZJ785-9888 EtMA/L`P411!ELCH/NGG�AOL,COM
NOT E APA R.0 VED PEEL"ANIS'STLCK ➢4AX BE USED IN LIEU OF GRADE D FELT. _ _ - -
' PAUL WELC.F/, P.E. FLA �"G N
-- - ' OCT 1 i 2018 JUL 1 3 2018
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