HomeMy WebLinkAboutFLOOR PLAN1
v Planning & Development Services Department
nt
Planning & Development Services Department 1 Building & Regulations Division SCOPE OF WORK.." — — - -
a Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462d553 Product Review Affidavit &REAR ADDITION PER PLANS AS SHOWN
CONSTRUCT NEW CARPORT DDIT _may
THIS IS AN ALTERATION LEVEL 2 AND MUST COMPLY WITH THE FBC 2017 FOR
Certification for Design Load Compliance Building Permit # Owners Name BELANGER ADDITION Applicant: EXISTING BUILDINGSy -
Project Name: BELANGER ADDITION
Project Address: 64 AQUA RA DR.
Permit#: Occupancy Type: R Construction Type: V
INSTRUCTIONS FOR USE:
at 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 ASSUMPTI NS USED com late all that a I
1. DESIGN CODE: Florida Buildin Code 2013'•EcjIt on with 2017_Supplements using ASCE 7-10
2. Structure Designed as (check one): End Ple _Partially Enclosed _Open
3 Risk Category: I X 11 III IV Exposure Category: B C X D
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) 2017, FBC 2017 RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017
MECHANICAL CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA'
70) 2014 EDITION.
5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY
TERMITE INFESTATION AREA PER FRC 301.
giv \ 6) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0
201`7 FOR EXISTING BUILDINGS. ' I
4. Design Wind Velocity 165 mph 128 ASD N/A LRFD End Zone Width: 5 ft -•
— -- Revised 0 01""-�...:..,:,...�,:�.,�...,,,�"`-9....,..,,.V..""-,"."4,.._.,,.m.._.•,..-•�•. �"�
S. Mean Roof Height: 15 ft Roof Pitch: :12 3 Parapet: N/A ft
Zone 1:
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): �/sIZG�lA�7
25.0 Zone 2: 25.0 Zone 3: 25.0 Zone 4: 43.3 Zone 5: 43.3 Garage: N/A I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the r! y )
l ✓ �✓
39.7 69.0 102.1 47.0 58.0 N/A wind loads and forces spa hied by current code provisions.
7. Design Loads: Floor: 40 PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony:, N/A PSF ofl�PA LMLCmd by H1ftC�"PF,
_ PAUL WELC P.E. PAUL WELCH P.E'M °-PAULWMX"`E
DeName: n Praf: Cart No, Signature: Date:160a;9150 ® aoM "=Ue � L
to
Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF /CONCENTRATED (n'�
8. Were Shear Walls Considered For Structure? X Yes Not Applicable Explain Why Not: g PAUL WELCH INC. 29945 ON PLANT
o
9. Is A Conti un,-ogs ad Path Provided? X Yes, Not Applicable Explain Why Not:
10 Design Sod Bearing Pressure: _'100 -PS Soil Test Reports Submitted? _Yes - N�i14hJ l
/�1E51`GNPROFE9SIONAL ST EMENT: �ylb*f APE
I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to
n G
p� comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie '+"_ _ - -W WAS -m --� o w--
ii " q County. I also certify that structural elements depicted on these plans provide adequate resistance to the design - � - -
U forcers specified: � ����b�� `-
p WINDOW / DOOR SCHEDULE t�X14T. 1 IYi+Jts
Paul Welch P.E. 29945 / 5115 YIT. li����
Print Name Cert # & Co. Cart Auth.5115 MARK SIZE / TYPE
1 52" WIDE X 49" HIGH HORZ. ROLLER WINDOW
Paul Welch Inc.
ON PLAN 8/15/20172 72" WIDE X 80" HIGH SLIDING GLASS DOOM
Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, Ft. 3 72" WIDE X: 80" HIGH CASED OPENING
Company Name & Address 4 140" WIDE X 80" HIGH CASED OPENING \
Product
opening I
Pressu
esign
es
Product Rated
Design Pressure
Manufacturer
Model Number
Product Approval
Number
Glass
Type
Method of Attachment
Windows
SEE EL
VS.
+60/-70
P.G.T.
HR-510
NOA# 15-0612.14
IMPACT
# 43 X 1 3/8" MIN. EMBED SCREWS AT 4" / 15" O.C. MAX
Mullions
N/
Fixed Glass
Block Glass
Skylights
Sliding Glass Doors
SEE EL
VS.
+/-60
P.G.T.
SGD-770
Nf16O629
IMPACT
#12 X 1 1/4" MIN. EMBED SCREWS AT 3" / 14" O.C. MAX
Swing Type Doors
rl/
_
French Doors
Gara a Doors __....-
�.
,."'".'""--.,•^^-°"""'•.-b^^"'•"'"'
'��'.^^^-.m-.+
Hurricane Protection
k NT
Ni
..
NT T'e9
r41 (a0%iS+l
R F46FATTACI-UlFtJTSlkeeT� oN l AN
ng Material
Roofing
zr.
oj."}XiRBwteT
go
-eel•S
METAL-
NJA
�tZ e�P ATA-rGFII�L"NT
\
5 DBL 24" WIDE X 80" HIGH SLIDING BARN DOOR
E EXISTING WINDOW OR DOOR
go
-_ M,��c�l Ef�l�"T•1tJG-. �.'oc•F [.salsa. � \
�oe,l=
19L*2f-605a1
t�x l s T l r•._IG,
i•T r3T LIT(,Tr r T TT n
REVLx'tti tU JIt CUJ
RIVIS[ON
- -- �I EV[E't{ D BYCE
DATE
PLANS AND PE MU T BE KEPT ON J
1 OR NO ITSPECTION WILL BE rq t,DE.
-------------
[ E\l\\ f Ll�t*oliso
V44
in if t I \\
Ir, i'ddii'y. Fl6Tfr' �tN1yHe'7 W 4 ti+by+r w4. fJb'T `7
�LIa.wN ✓ I I v c
. PL.BOIC gL6 V.6'hON - '0 0
%sX1S% IEs!(iPAIL( j — — > N a
c LU .�i
y
L� W7 ID°``J ,�°si ALE e 1�C L\/ 7 io 3 i "S�aLe z
w._ _. U
CONCEITH FASTENERS ORA17ACHMRNTS
THE'RESPONSIBILITY OF THE
IV
GQNTR4CTOROFRECORO
9)
- (�1 Iv it, Vq17 ,
THESE PLANS AND ALL PROPOSED WORK
0 ARE SUBJECT TO ANY CORRECTIONS
To F5 V ' C"T`rp� o EOUIRED BY FIELD INSPECTORS THAT
-
.�
ONIPLYWITH ALL APPLICAILACODIp, ,
V*1D�I�®hY. (7'fP)
l5xlsr O �' atLu,r" 3Ul);i1
NON'
_ ,J hLoJrJ
t?Fu rG0
` C�✓� �. L �1/ � 'N I f'/9w`SCctlfi - _ \ t'es Asot/4WAIL 1j�r 'lL
PFE 4- A� .L'r•t of
TABULATION
EXIST. LIVING
1,176
Sq. Ft.
NEW LIVING -
262
Sq. Ft.
CARPORT
480
Sq. Ft.
Sq. Ft.
TOTAL
1,438
Sq. Ft,
PAL11. WELCH INC
MECHANICAL ,ELL°'CMICAL CIVIL ENG1A1, E'R/NG
/ 1984 S. W. 811- MORES': SU/TE# ,f f4
PORTS7' LUC/E FL 34984
PHONE(772)785-9888 EMAIL PWELCHIAfC@AOL.COM
PAUL MEL CH, P.E. FLA REG NO.29945
JUN 0 6 2018 FILE POPY