HomeMy WebLinkAboutREVISION-FLOOR PLANREVISIONS I BY
WINDOW / DOOR
SCHEDULE
PROJECT
NAME:
ID NO
APPROX
OPENING SIZE
(W x H)
DESIGNATION
MFG CODE/SIZE
TYPE*
IMPACT PROTECTION
REMARKS
IMPACT
GLASS
NEW
SHUTTER
EXISTING
SHUTTER
1
74"x6311H
PGT D25 SH
SH
XX
REPLACE
2
n x 11
I
n
11
n
- O
J
11 X
4
" x II
If 11 y
it
it
11
5
n x OF
n It a
11
It
is
6
x n
n to 11
It
11
—
1
7
n X u
n n u
If
n
n
8
74"x6311H
PGT D25 SH
SH
XX
REPLACE
9
37"x6311
ES 25 SH
SH
XX
REPLACE
10
11 x 11
n it n
n
at
n
11
1. x 11
11 n 1i
11
a
11
12
a x"
11 If it
It
n
It
J p
11J4
11 x n -..__
n 11 n
11
"
11
1i X 11
n 11 11
n
It
11
15
n x"
n n Is
If
Is
u
16
37"x63"
ES 25 SH
SH
xx
REPLACE
17
18
19
20
* TYPE LEGEND (windows and/or shutters)
• SH - SINGLE HUNG • AWN - AWNING • HR - HORIZONTAL ROLLER • OH - DOUBLE HUNG
• CSMT - CASEMENT • PW - PICTURE/FIXED • SGD - SLIDING GLASS DOOR • FD - FRENCH DOOR
• SP - STORM PANELS - • AC - ACCORDION • RU -ROLL UP • BAH - BAHAMA • COL - COLONIAL
W
15 =
to
N
A16 Comp, on _
3. 3• Conc fa
- F/CC
14 13 Mefers ++ Typ. Eo.Uni 12 11
i
❑ EXISTING -� 25SH ES 253H ES EXSTING EXISTING 25SH ES 25SN ES
_._.
p D ❑ - . ❑ ❑
71�
/i d%ng
oors
W/ Screen Typ•
y -am
Product Review Affidavit
St Lucie Cuunry, Public Works Department
Code Compliance Division 02S PGT
LI
'file following pevdncts will be installed in the structure located at , ��
Building Permit #,
Owners Nana Owner's Address'
L�Oalr:lelln._ Contractor's Address
Product —
+Pset uct hated
Design Pre ssares
Manufacturer
Model Number
Method of Attachment
Windows
Fill in the rated hind design pressures listed by the nlanuJ'neturerfor cacti product listed
_
loi t h,n a __
Mulliolu
+80-80
PGT ISH
IMPACT I
NO#12 SCREWS (NOA// 7
+132-133
PGT
ER 1X INO#12
SCREWS (NOA#0 -
Windows
tat t,holrC
+70-80 JES
SER1000
1 4 TAPCO OA_#MAN 13"Onc
la lass [other)
'tiding Glass Doors
Istl hold
^_InI LhJILe ,u xa.nv
�wing'Cype flours
I at (Choice
t erhead bwnge Dnm•3
2nd Choice ,.„ .
toofiag mimLonl
— A,phalVnile-1 LISS
Met tl
'imnn-s -----
1 Ilaico
l have revleu ed the .[Dove components and ctaddmg, and have approved their use in the structure to
Provide adequate resislauce to the wind loads and forces specified by current code provisions.
-0322.06)
D125,071
1527.12) jam.
I
j
� J
Certification Statement:
I certify that, to the best of my knowledge and belief, these plans and specifications have been designed to
comply with the applicable structural portion 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 wind
loads and forces specified by current code provisions.
Design Parameters and Assumptions Used: (Please check or complete the appropriate box.)
1 Florida Building Code 20 07 Editiou with 20 09 Supplements and ASCE 7 -05
2. Building Design is: Enclosed: X Partially Enclosed: Open Building:
3. Mean Roof Height Is t — Roof Pitch: I-X i S T Internal Pressure Coefficient:
4. Width of End Zone: 5 Wind Speed: f 4 O (3 sec. gust)
S. Building Classification Table 1-1. ASCE 7 -05 _1L FBC Table 1604.5
6. Wind Exposure Classification;_ 1 -_ Adjustment Factor for Exposure & Height: I • d
7. Components & Cladding Wind Pressure on Roof Zone I EX_. � t 7—r 2 E X I St 3 E Xt St I'SF
S. Components & Cladding Wind Pressure on Wan Zone 4 f �'`' 3� ' 3y Z 5 +3 5.3 -47,2PSF
9. Componeuts & Cladding wind Pressure on Overhead Garage Door Q PSF
10. Loads: Floor EXIST PSF RooUdead E %15T PSF Roof/live Eiij ( PSF
I Shear Walls Considered for Structure? Yes /=No —(if No, attach explanation)
12. Continuous Load Path provided? Yes J-1 No _ (if No, attach explanation)
13. Are Component and Cladding Details Provided? Yes, No— (if No, attach explanation)
14_ Minimum Soil Bearing Pressure: E 416 f Presumptive: N 4 By Test. N fa PSF
As witnessed by my seal, I hereby certify that the information included with this certification is true and
correct, to the best of my knowledge and belief.
Name PAUL WELCH P.E. Cert #: 29945
Design Firm: PAUL WELCH INC.
- ZS/ucco
25S ES +34.4-45.3 SH ES
EAST / WEST ELEVATION
SCALE 1/811=11FT.
D25 POT
+32`8 42.2
1
SCALE
-- - _13
EXISTING
I
PLAN
1/411� 1 FT..
n?s PGT D25 PGT
F ,J O FI
(7 O S
? ESE PLANS AND ALL PROPOSED 6 SC SYEQ
N
ND SUBJECT TO ANY C WORK o 0
( `z("�(IIPED BY FIELD INSP�RORST HAS ONS St Lucie COUt14y
MAY BE NECESSARY IN ORDER TO
MPLY WITH ALL APPLICABLE CODES.
I E)�ISTS 30 G8r : s/}" $o%b� Core
EXISTS) I I \ ��I[�ooa door Gil -lien.
• �—�`-_.-_., ....�I►* `.. *")A'ihr�5ho-d c� Door C/;aser`. _ s�-
/ r
VP
__.._.
' I , ST. LUCIE COUNTY
tl BUILDING DIVISION
/)/r- POR REVIEWED
PY I REVIEWED 61Y 7
ILEj CODATE
I PLANS AND P
j MUST BE KEPT ON JOB OR
? 7, ,/,I -7: lee 1 _ lO• NO INSPECTION WILL BE MADE —7'_ ¢ t'----
'I — 2 '
a
I' S/'uC CO
' t ecetsl£S ISH E$ 25S ES 2yFTSH ES
/ I +34.4-45.3
NORTH ELEVATION:
SCALE 1/811=1FT.
tie dor SACked N '
I
- I
+32.142.2 +32.8 42.2
1
D26 PGT
t9
L
in
o 7
EXIST
4�
SOUTH ELEVATION:
SCALE 1/411=1 FT.
FEB 0 5 2010
PAUL WELCH INC.
MECHANICAL * ELECTRICAL * CIVIL ENGINEERING
1 984 S.W. BILTMORE ST. - SUITE # 1 14
PORT ST. LUCIE, FL 34984
PHONE E-MAIL FAX
(772) 785-988B PWELCHINC(@AOL.CDM (772) 785-9933
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Job
Shoat
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Sheets