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nP,�+ Saint Lucie Count Building D o ENCLOSURE WALL(1.3s1 2:r'- G41 n✓Y REPAIREXI Department
t� , STING 1 Y t Product
Ac x TRIJss P g p ct Approval I s al I TRUSS(S) L Sub
mittal bin N p ttal ( p Affidavit
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0 CONCRETE . K
� FooTER °i�tl/aQvE,^h ? 2a.' G7 ML1 - RE -ROOF ENTIRE RESIDENCE Wf MI16. RCW Permit# Building Address: PER P/A OVER 304 FELT OR PEEL AND g s SEE PLAN Contractor: TBD
zoo' r --- STICK UNDERLAYMENT OVER EXISTING 1 Product
zD.z tMh'�OrI EI.� A wcff Model# 9/32 COX Manufacturer
k w ¢w (4� tz A k4 Eft t RE AILED W/ 8D RINGSHANK T Attachment Method Type,Size, BLuldin
_ NAILS AT 4" O.C. PERIMETER AND 6" O.C. IN THE. g Product
FIE D REPAIR RO
( TTON OR D Spacing, E AMAGED PLYWOOD p mbedment & Stiffener
"`A., YWOOD AS RE g ffener etc.
REQUIRED) Design Design
� � d SCREENED POOL DECK a O U w o g
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PRIVACY WALL PER PLAN
Pressure Pressure
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NOTE. t ALL t
C 1 , D scREENED - - CONSTRUCTION 017 MEC MUST COMPLY WI1'[-I THE FBC I.7 , AND. THE FBCJ have reviewed th w A �``
2017 PLUMB G CODE 2017 M 17 RESIDENTIAL, a above product approval information and a ro E(;IIANICAL CODE AND THE NEC NFP A pp rove It.
-:' S cP kcH� a� �.yLr�. ��' `..'�If°i'V',QyLfl� , ( A70 2014ED �»+, ) EDITION. Name. Paul P.E. Certification Numb
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o ,: ., iuoiUerala'F6ai.l l: be .29945
- ALL ADDI
TIONS, IONS, REPAIRS AND
.. a 2Lo `TL�� �ra��I`€ P��l� hdG� ALTERATIONS MUST
o LOT' 1 F EXIS COMPLY WITH THE FBC 17 FOR ---- __-__-- -__
a o 0 vt I, { LL TING BUILDINGS, THE FBC 17, AND THE FBC ] 7 RESIDENTIAL
o o OEsstws c A,( WA d �FL 2 r wvbb "Pt3P
N N AS I i L P1 k%6,'r)0`11iAddOUt 6
_ RECORD BOOK M PACE tall) C (P h! ( THIS IS AN l TERATION LEVEL 1 AND MUST
_ 3 w < BUILDINGS COMPLY WITH THE FBC 17 FOR EXISTING
qq NGS CHAPTER b AND 7 NOTES:'
�:% 4.3'. ENTRY b r LOT Z AEI WLrc%b a
ii a) � 3 � m coin e (OCWPIED)
�db o _ THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL
iIMPdA�_9 ��P'�
W1Ml N RAeLS - 'X4;ea r� �tr��'f DIMENSIONS,
CONDITIONS AT JOB SITE, p -
� N S s � o TWO-STORY E^X1`r'CJi_!�_f��z �� PLANS, SPECIFICATIONS, +�•• RESIDENCE
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STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE
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ADDRESSED BY THE
$$ ENGINEER AS CONSTRUCTION PRO
GREaSES.
ALL WRITTEN
N : e3 DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
uwss-_w�ti4 a
DIMENSIONS.
ALL CONS
PtA't c1 1 n TRIICTION TO BE IN AC . !2. X � EMt3t7 I ACCORDANCE WITH THE FBC / F
PE.: - B V R 2017.
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CONCRETE F .. ----- _. _: _ WALLLLJ
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J .. ., p Department
7a :Bulidln & CoRegulations ....
,.. .. B deDivision
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.... 2300 Vir I .ski$
U. _ .,.,.._ gnlaAvenue,FortPlerce,FL349S2-.(772)462-1553 �, .: _
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1:�W _ �IV'Y . �"EIz. T.''T"AIL... n
Certification for Design Load Compliance I ,
F*4 ti
o
F / n ti 1NI �1-1 T C i-P o
Protect Name. SILAS REPAIR
ct Address. 2 _-
NLill
1.. 406 RIVER HAMMOCK LN.�-.V.�,T'I_
Perini
I h
Occupancy T e.
YP R ': Construction ..
INSTRUCTIONS FOR:, : rY
USE.
(� ' / Vg
I ItD w HIP
Pe 2TC'('" 1 -This certiticatmn must be completed, signed, and sealed by the design professional � - -
i � I
g p al of record. .,. ...:__ - I C=
Submit2co iesf � `BUT"
O P or residential 3 copies Ira I I "T' hlGi �t� W<It.L.. , ( ). p r commercialwith all permit involving the f - - -- : � :�. - - ...- _ -
S�r/ca �! }�' Ar� �7 - �}L
N1a 1?AMP�f=tip �'?hl E(ZT � �" 1 �-ill,•1�+ `(Ire. '"!a _ , ,
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o New:Residences (single or multi -family) � _ -. "�*71-'S,F]^_�_'_J_^i �t;�'q,;-x _ R ,, I
A) hi a
' �t , �1� Ns-f'�I-1c,T � � � h'1 -- ----
oResidentialAddition i`.I C:,1~+iL^L.. ^'-',
411 o,r: h
I
oAnyaccessory structure?egmnnga building permit ..
qq
-
IY e
P
oAnynon residential structure: -
L'7°AG.i _ + --..._ Note. Form not r i e cared form
9 interiorexterior .'. .
ovations provided that no
1 II - -
to i ,
structural elements are affected and i � �
certain minor building - Aia.r' -._:. - s.IJ W (f2 (fa t permits at discretion of the local building official. Contactthe #Jabove for questions. � - � ' ` ,: :: - : r
q _ . e.T_. r 1-rr�rrt•, .a��. : rbh r .� .,�.�
D
ts'TrN it C�ai
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that aoolv). t
I S btaM
� d n I� �I�s F
1. I �.i C-�{,go
DESIGN CODE. Florida Building Code 20176th Edition with 20 _Supplements usin ASCE 7.10 - �XL� •_� ` l :.'� � '--'� ,.._: - � _ G
z. g :_ :.__ -,�--- - 0 REVIEW
-,.-T-w-- I �I r c l�
Iran ra._y
Structure Designed as (check one). X Enclosed ' Partial) Enclosed - - �I..1/-�G^'y° -t�. f... L _..:._ .±�A M: � � ' - � - : � :
._ Y _Open-.£C>'Vdo,Li.-RE.Q; ,.. - T 1i : ...E l
�-re DE COM
3. Risk Category: t X II III IV Exposure Category: X B C D : - : - CQ
_ T
4. Design Wind Veloci O
U
5T. LUCLE C cv
g ty 150 mph 116 ASD N/A LRFD End Zone Width: S ft _, - -
- S. Mean Roof Height: 15 ft Roof Pitch: a :12 :Parapet: - N/A It �.: "-.:-_:__ . � - - . _ _._ v
WALL- r 1 1 �� a-:� C
_ L__ _ I 1 WALL- OC
eft 1 - !_ IQ 1 t B
ice' _ 6. Components &Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all Ian o enin s :-----..- - _.: ' : : *` S..- 6e11 � / y � � / `
16.0 .
Zone 1. Zone 2. Zone 24.2 N/A
ne 3: Zone 4:- -'
N -22.1 -38.5 -57. ...Zone 5. Garage. : -
0 -26:2 -32.4 N/A ST UCTURAL NOTES:-
` 7. Design Loads: Fioor.. N/A PSF Roof/Dead: 7 PSF Roof/Live: 20 Balton N/A PSF
Dock: N/A PSF Deck: N/A PSF Stairs: N A P .. :.
_ / SF Fence. - N/A PSF Railings. _ N/A. PLF /CONCENTRATED ) DESIGN LOADS IN - ACCORDANCE WITH ASCE?-1Q. S. Were Shear Walls Considered For Structure? X Yes T : -
_ _Not Applicable Explain Why Not ) ALL STRUCTURAL CONCRETE - � SHALL HAVER MINIMUM COMPRESSIVE STRENGTH OF RECEIVED
3 00 PST AT 28 DAYS.
9. Is A Continuous Load Path Provided? X Yes N ) IMUM CONCRETE PRO
otApplicable Explain Why Not: - -TECTION FOR REINFORCING BARS:
,, S EP 17 1010 ,
OTINGS. 3.. BEAMS. 1 /: SUSPENDED SLABS: 1'/:" - ELECTRICAL NOTES: � -
) LIP ALL REINFORCING STEEL 10. Design Soil Bearing Pressure: 2500 PSF Soil Test A MINIMUM OF 48 BAR DIAMETER - - - - : -
Permithng Department xr ir>a
S EXCEPT AS NOTED r
Reports GRADEGOSTEEL.MINIMUMINBEAMSANDCOLUMNS -
St, Lucie County
DESIGN PROFESSIONAL CERTIFICATION STATEMENT: -: ALL ELECTRICAL TO - -
O REAMABV IN PLACE, REPAIR AND REPLACE AS RE ty
ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE P REQUIRED IN
TREATED. PRESSURE - DAMAGED WALL.
Icertify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to : - _ - - -
S ITING OR C
comply with the applicable structural portions of the building codes current) adopted and enforced : RACKING OF.STRUCTURAL C -
Y P ed by St. Lucie COMPONENTS DUE TO INSTALATION OF
County. I also certify that structural elements depicted on these Ian - - WARE IS NOT PERMITED. - -
p. plans provide adequateresistance to design 7 U LESS OTHER - -
rr SHEET
IIUI{BCF2
forces specified: WISE NOTED, THE INSTALLATION OF SP ,.- .----
ECTAND HARDWARE SHALL ^ - A`�J C NFORM TO THE MANUFACTURES f " INSTRUCTIONS AND STANDARD GA. 211 P A V,L ��
Paul Welch P.E. 29945 / 5115 8 ST CCO SOFFIT NOTE: SOFFIT TO BE STUCCO OVER ++NAILS -
, c,C - C DI
WIRELATH W/ 11GA. 2 W � ��
Print Name 3/8'0HEAD MECHA ame G O.C.0
0VER / „ N @ 3 �ICi Cert # $ 1 - �-- . L ,EL�'CT.fZ6C,gr C.'If�/L ,�'!'WGIN
- E� 4//VG I
& Co. CertAuth. METAL RIB LATH @ ¢ O.C. W/ (2 LAYERS) OF 15# FELT. _ -- - _ , *N TEi PROVIDE TYVAK BUILDING WRAP BETWEEN- _ )'9
Paul Welch Inc.
PAPERBACKED LATH AND CDX - �� i it L�/LTMORE,,
ON PLAN 9/12/20 PLYWOOD - _ ,,. - -
9 E = PoR'T 57 LUGLE FL
EXTERIOR WALLS TO BE'STUCCp OVER ,+ , 9/>I98
.Signature, Date, and Seal 1984 S.W. eiltmore WIRELATH WITH 11 GA. L - - -
�r
St. Suite #114 Port St. Lucie FL : 3/ '+ DIN NAILS WITH - /VO.N (7i
:i85-9888 ,
8 f11 HEAD @ 6 O.C. OVER (2) LAYERS OF 15# F � '- �- .E`/F1/I/ L RWLC/f/NC Company Name &Address i 1545211 ( ELT OR TYVAK BUILDING WRAP OVER ; -�, -> � _- � - _ C�AOL.CO
. P 4 Li , --- --/F9.
2 CDX PLYWOOD WITH 10D NAILS TO STUDS @ 6" O.C. PERIMETER I, IryLCH P: E T
- _ ' � 1 IN ERIOR T 1;, AND FIELD. •- _ -, - _::: Lfl f�,�C l'JO..299; "_'
OBE /: DRYWALL FINISH. ^ �. = : • .a ._-.
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