HomeMy WebLinkAboutSUBMITTED PAPERSPermit iNumiDer:
St. Lucie CountyL
Building & Zoning Department
SCANNED 2300 Virginia Avenue
F3 Y Fort Pierce, FL 34982
St. Lucie County 772-462-1553
APPLICATION FOR REPLACEMENT OF
WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS 30 -�o
SEE REVERSE SIDE FOR INSTRUCTIONS DATE:
LOCATIONISITE ADDRESS: !�MS� -:5- ()cum\
2. PARCEL ID NUMBER:
SECT �u
TW S I RNG MAP 14 5 1 0 11 ZNG I I 7,C0401 'N'T 15L C-
3. D ESCRIPTION OF PROJECTOR WORK ACTIVITY:
\W I 61�onu'i
-V \P1 0 -S i V% W0N 4\ %4 'f\iN0'5BAVA8
4. TYPIO'\F'\ST'RUCTURE: SAt
OTHER
5. OWNERS INFO ATION 6.
Name: vb.\,4
Address: -5 �. w
city: 5-� \3 State:
Zip: TWO4 Phone: 111- 00
CONTRACTOR'S INFORMATION
FL Reg/Cert #:
County Cert #:
Business Name:
Windows, Swing Doors,
Skylights, Fixed Glass
Opening Design Pressure
A.S.C.E - 7
Design
Pressure
Product
Manufacture
Model #
Method of Attachment #
Florida Product Ap roval #
p
1. -3 4 VRI .1, 15,
� \'t'
�15 �'b�
-441 N"r, N)"4*
f2-0 -mph 1130 mpw�i
V
Windows & Skylights
Exposure B
I
1-40T y 4 tvy, j-
Exposure C
I
Overhead Garage Doors
< 301 - F.B.C. Table 1609.6 (1) + 1609.6 (2)
B- Size
C- Size
7. VALUE*& CONSTRUCTION: $ \S(34�) 00 FEES DUE:
RECEIPT:
OWNER'S AFFIDAVIT: I certify that all of the information contained in this app'!ica� �iolc�rrect and that all work will be done in
tru
in
compliance with all applicable laws regulating co d z 9
ATURE OF QU-A-L-ff;MOWNER
PRINT QUALIFIERS/OWNERS NAME
STATE OF FLORIDA, COUNTY OF lr'�' -
ACKNOWLEDGED BEFORE ME THIS AY OF I-1&4� 20_61 BY -VACK4i"I 44051QA 0 IS FERSONALL KNOWN TO ME OR WHO
HASPRODUCED NTIFICAT105N. V LZ
jem �zaaw&-
99! TYPE OR Pk�NAME OF NOTARY
iSIGNATURE 0 NOTARY
TITLE: NOTARY PU (IOMMLSSIQ I NUMBER
EXPIAES Februaiy 28, 2014
FlorsdallotaryServ*8-00M
JEAN RALPH GILBERT GACHETTE
MY cOMMISSION # DD965W
viv
M
Property Appraiser - St. Lucie Cov,pty, FL
Page I of I
PROPERTY RECORD CARD
Cabot W Lord Sr JR) Record: 1 of 1
<<Prev Next >> Spec.Assmnt Taxes Exemptions Permits Home Print
Property Identification
Site Address: 9940 S OCEAN DR
ParcelID: 4502-502-0026-000-2
Sec/Town/Range: 02:37SAIE
CT
Account#: 121209
MapID: 45/02S
Land Use: Condo
Zoning:
City/Cnty: St Lucie County
Ownership and Mailing
Legal Description
Owner: Cabot W Lord Sr
(TR)
OCEANA OCEANFRONT CONDOMINIUM ONE APT 209 AND.7875
Address: 813 SE Weir St
PERCENT INT IN COMMON ELEMENTS (OR 321 1A85)
Stuart FL 34994
Sales Information
Assessment 2009 Final Total Land and Building
Date Price Code
Deed
Book/Page 2009 Final: 149900 Land Value: 0 Acres: 0.02
6/25/2010 141800 0112
SID
3211/0485 Assessed: 149900 Building Value: 149900
10/21/2009N 0112
CT
3142/0834 Ag.Credit: 0 Finished Area: 1023 SqFt
6/13/2003 210000 00
WD
1747/2370 Exempt:
411/1977 53100 00
CV
0267/1882 Taxable:
Taxes: 2914.59
BUILDING INFORMATION
1 1 3
(c,m) No Image
Available
Exterior Features
.3900
View:
-
RoofCover: -
RoofStruct:
Ocean
View
ExtType:
X1 08 - OcnaOcnfrCol
YearBlt: 1975
Frame:
Grade:
XOIW - Oceana 1 W
EffYrBIt: 1975
PrimeWall: BS - CB Stucco
StoryHght:
0010 - 1 Story
No.Units: 1
SecWall:
Interior Features
BedRooms: 2
Electric:
PrmlntWall:
FullBath: 2
HeatType:
AvgHt1FI:
STD
1/2Bath: 0
HeatFuel: -
Prm.Flors:
-
%A/C: 0
%Heated: 0
%Sprinkled:
0
Special Features and Yard Items
Land Information
Type Y/S Qty. Units
Quai. Cond. YrBIt. No. Land Use
Type
Measure Depth
I 0400-Condo
N -Unit
0 0
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED
http://www.paslc.org/prc.asp?prclid=450250200260002 7/30/2010
Property Appraiser 7 St.Lucie County, Ft
Page 1 of 1
Cabot W Lord Sr (TR)
Record: I of 1
Property Identification
Site Address:
9940 S OCEAN DR
Sec[Town/Range:
02:37S :41 E
Map ID:
45/02S
Zoning:
Ownership and Mailing
Owner: Cabot W Lord Sr (TR)
Address: 813 SE Weir St
Stuart FL 34994
Sales Information
Date Price
Code
6/25/2010 141800
0112
10/21/2009
0112
6/13/2003 210000
00
4/111977 53100
00
Deed
SID
CT
WD
Cv
PROPERTY RECORD CARD
<<Prev Next >> Spec.Assmnt Taxes Exemptions Permits Home Print
"%%IE 00
4502-502-0026-000-2 40;
ParcelID:
Account#: 121209
Land Use: Condo
City/Cnty: St Lucie County
Legal Description
&�,PCEANFRONT CONDOMINIUM ONE APT 209 AND .7875
V INTLWROMMON ELEMENTS (OR 3211-485)
Asseskm 4C Fina Total L d and I in
sook/Page 2009 Final: 149900 r O�
3211/0485 Assessed: 149900 B u i I d ingla U7 900
3142/0834 Ag.Credit: 0 Finished Area: 113 SqFt
1747/2370 Exempt:
0267/1882 Taxable:
Taxes: 2914.59
BUILDING INFORMATION
0
Image
v 'lable
al
Extorior Features
3900
View:
-
Ocean
RoofCover: -
RoofStruct:
View
ExtType:
X1 08 - OcnaOcnfrCol
YearBlt: 1975
Frame:
Grade:
XOIW - Oceana 1 W
EffYrBit: 1975
PrimeWall: BS - CB Stucco
StoryHght:
0010 - 1 Story
No.Units: 1
SecWall:
Interior Features
BedRooms: 2
Electric:
PrmintWall:
FuIlBath: 2
HeatType:
AvgHt/FI:
STD
1/213ath: 0
HeatFuel:
-
Prm.Flors:
-
%A/C: 0
%Heated:
0
%Sprinkled:
0
Special Features and Yard Items
Land Information
Type Y/S Qty- Units
Qual. Cond.
YrBit. No. Land Use
Type
Measure Depth
I 0400-Condo
N -Unit
0 0
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
httD://WWW.Daslc.orLY/Drc.aSD?Drelid=450250200260002 7/30/2010
Florida Building Code Online Page I of 2
F
D
F,
:7�
7
... . ........
13CIS Home Log In User Registration . Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search
Product Approval
Public User
USER
Product Approval MIAnU > Product or Application Search > Application List > Application Detail
. .. ...... . ...... ... . ..... .. ..........
FL # FL7241-Rl
Application Type Revision
Code Version 2007
Application Status Approved
�,-vp Comments
Archived
Product Manufacturer Plastpro Inc. Nanya Plastics Corp.
Address/Phone/Email 5200 W CENTURY BLVD.
LOS ANGELES, CA 90045
(440) 969-9773 Ext 16
ronoconnell@plastproinc.com
Authorized Signature Ron O'Connell
ronoconnell@plastproinc.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
71 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who Lyndon F. Schmidt
developed the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2012
Validated By Ryan J. King, P.E.
I ;� Validation Checklist - Hardcopy Received
Certificate of Independence FL7241 R1 COI CERT OF INDEPENDENCE.od
Referenced Standard and Year (of Standard) Standard Year
TAS 201, 202, 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
httn://www.floridabuildinoLr.orLY/Dr/nr ann dtl.aSDX?t)aram=wGEVXOwtDas8D3WuIN38c... 7/27/2010
Florida Building Code Online
Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method I Option D
10/03/2008
10/06/2008
10/19/2008
12/10/2008
.......... I .................... . .. . .. . ....... . ................................... . . . ... . .......... ........................................................... . . . .......... . . ....... ......... . . . ........ . . . . ........... . .................. . . ..... . .. . .... .................. .. . ..... . . . ..............
Summary of Products
---7jlModel
ilFL #
Number or Na
IDescription
7241.1 ction Series
Up to a 3'0 x 6'8 Opaque "Impact" Fiberglass Single Door
X - Inswing or Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL7241 R1 11 IN-ST7241.1.r)d
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 7241.1 for Design Pressure Ratin gs,
FL7241 RI AE Equiv FL 7241-G26.L)df
any additional use limitations, installation instructions
FL7241 RI AE EVAL 7241.1..E)d
and product particulars.
Created by Independent Third Party: Yes
7241.2
-=E�ction Series
[Up —to—a 6'0 x 6'8 Opaque "Impact" Fiberglass Double
JjDoor
- XX - Inswing or Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL7241 R1 11 INs,r 7241.2.pd
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 7241.2 for Design Pressure Ratings,
FL7241 RI AE Equiv FL 7241-G26.pd
any additional use limitations, installation instructions
FL7241. RI AE EVAL 7241.2j)d
and product particulars.
Created by Independent Third Party: Yes
7241.3 ction Series
Up to a 3'0 x 8'0 Opaque "Impact" Fiberglass Single Door I
X - Inswing or Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL7241 RI 11 INST 7241.3,pd
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 7241.3 for Design Pressure Ratings,
FL7241 R1 AE Equiv FL 7241-G26.1)df
any additional use limitations, installation instructions
FI-7241 RI AE EVAL 72413.r)d
and product particulars.
Created by Independent Third Party: Yes
7241.4 ction Series -]F-
Limits of Use
Up to a 6-0 x 8-0 Opaque "Impact" Fiberglass Double
IDoor - XX - Inswing or Outswing
Installation Instructions
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
FL7241 RI 11 INST Z:441.4.Qdf
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other; See INST 7241.4 for Design Pressure Ratings,
FL7241 RI AE Equiv FL 7241-G26.1)ci
111any additional use limitations, installation instructions
FL724 1. R1 AE EVAL 7241..4.pd
111and product particulars.
......... .... - ...........
Created by Independent Third Party: Yes
........ ....................................................................................... I ...................
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
(850) 487-1824, Fax (850) 414-8436
2000-2010 The State of Florida. All rights reserved.
Privacy Statemen I Cogyright Statemen I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us
Product Approval Accepts:
01 WAR H M
http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqs8D3WuIN38c... 7/27/2010
NAN YA PLASTICS CORP.
PLASTPRO INC.
9 PEACH TREE HILL ROAD
LIVINGSTON, NEW JERSEY 07039
DISTINCTION SERIES
OPAQUE FIBERGLASS DOOR
INSWING / OUTSWING
"IMPAcr,
GENERAL NOTES
1. This product has been evaluated and is in compliance wiith the 2007 Florida Building Code (FBC)
structural requirements including the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be cis listed and spaced as shown on details. Anchor embedment to base
material shall be beyond wo'l dressing or stucco.
3. When used in the "HVHZ'this product complies with section 1626 of the Florida Building Code and does
not requira an impact resistant covering.
4. When used in a, eas outside of the "HVHT'requiIing wind borne debrisarotection this product complies
%W.th Section '609.1.2 of the 2007 FBC and does not require an impact resistant covering. This product
meets missile level "ID" and includes Wind Zone 4 as defined in ASTM El 996.
5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck
masonry construcfion.
6. Site conditions that deviate from the details of thls drawing require further engineering ona ysis by a
licensed engineer or registered architect.
7. Outswing configurations meet water infiltration requirements for "HVHT'.
8. Inswing configurations do not meet the water infiltration requirements for the "HVHZ". Inswing units shall
beInstalled only in non -habitable areas or at habitable locations protected by an overhang or canopy
such that the angle between the edge of conopy or overhang to sill is less than 45 degrees.
__ TABLE COKffMTS
SHEET #
-OF
DESCRIP17ON
1
Typicci elevation. design pressures, & general notes
2
Door panel det , ails
3
Horizonlal cross sections
4
Vertical cross sections
5
Buck and frame anchoring - 2X buck masonry construction
6
Framecrichoring IX buck masonry construction
7
Bill of materials & components
37.59'MAX. OVERALL
FRAME WIDTH
Q
z z
0
Ee)
<
0 >
0
8 Z�
u�
37.50"
INSWING
x
+47.5
-47.5
82.00"
37.50"
i+(DUTgWfNG
+500
-50.0
1�
.5 6
Z z
0,00 0
U .: It
z
5
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(3
,Z0
I-0
P- C3 Pa L01
m
ELL'o
DC
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W EL
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SCALE: N.T.S.
DWG. EFY. RR
CHY BY. LFS
DRAWING NO.:
FL-7241.1
sHEEr I OF 7
m.�m - vrojetmXvrojea roioers�prqj jUUj-jja0�pf1006\PF1006 RI\FL-7241 R1\FL-7241,1-A.dwg, Model
R9
79.25'MAX. DOOR PANEL HEIGHT
49' (D
>
00
-0-
>
n
00
Iz
1.12"
.0
"n
n
4
0
z
EE
U 2008 R.W. BUIL01— C.—ITA.T. 1—
(�) r—
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1.59"—�
1.59"
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1-
IN YA PLASTICS CORP.
PLASTPRO INC.
UILDING CONSULTANTS. INC.
RWPB--
F78ERGLASS DOOR
--- -- Vol".. IL-
P'h No, 813.659.9197
IR ASSEMBLY:
:ne
FI.,Id. 0 Id of P,of—I ... I E.91.
DOOR PANEL DETAILS
C—tificate Of Auth07 OB13
fel.
2 .Or
Lyndon F. Schmidt. P.E. No. 43409
..., . . . , " , -w,,,,u mi% Ki�rL-A.OlVg, mocei
I" MIN. FROM V MIN. FROM
—MASONRYEDGE —MASONRY EDGE
(TYPj (TYP.) p '3�
QOX
c (145
0
(D 0
rn m
r) ;v
4 0
0
z
X
m
;u
0
<D
CL
z
r7i
70
f
m
Nol
_0�
0 :, x
, -, 0
rn
_f
�- J�
I" MIN. FROM V MIN. FROM 3:
MASONRY EDGE MASONRYEDGE
(TYP.) (TYP.)
m m
7v m
0 0
m 7u
2-1/2" MIN. FROM
2-1/2" MIN. FROM
MASONRY EDGE — MASONRY EDGE
(TYP.) (TYP.)
PRODUCT.-
Ir.,d By:
NAN YA PLAS77CS CORP.
Rw".O.
PLASTPRO INC.
Box 230SV.Irl.. FL. 33595
FIBERGLASS QOOR
h... No.: 813.659.9197
0
PART OR ASSEMBLY
Florid. B..rd or
CUftot. Of Authorzaton
DATE I
HORIZONTAL CROSS SEC17ONS
.. 9813
�!Q.
'BY
/a - z -,If
REVISIONS
Lyndon F. So . dt, P.E. No. 43409
2008 R.W. Dul C .... 1T. 1�0.
I" MIN. FROM 1 "MIN. FROM
MASONRY EDGE ---I— MASONRY EDGE
(TYP.) tTyP I
VERTICAL -ROSS SECTION
Outswing shown - inswing
also opp,oved
EXTERIOR INTERIOR
2
5
(1).—VERTICAL CROSS SECTION
Outswini-g -configuration
Se
to e genera- notes, sheet I
r "�VHT' water infiltration
requirements
2-1/2" MIN. FROM 2-1/2" MIN. FROM
MASONRY EDGE MASONRY EDGE
(TYP.) (TYP.)
D 7 4 z 1:
_7
EXTERIOR INTERIOR
�nown w/ I X sub -buck sub4ituting
concrete screws for wood screws per
Section 1714.5.4.2 of the FBC
(�VER�TICAL CROSS SECTION
4�1nswingcoHf—Igiration
See genera: notes, sheet I
for "HVHZ" water infiltration
requirements
pq z
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o
Lz
L)
a:
cc 9
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09104108 0z
y-* N.T.S. 2
il. _RR 23
BY!
VING NO.: x
FL— 724
0
.T 4 OF 7
4"
TYP. HEAD
&JAMBS
SEE NOTE I
MASONRY
O'ENING
2X BUCK
BUCK ANCHORING
—1
<
Z
0
6" -
TYP. HEAD
& JAMBS
MASONRY
OPENING
FRAME
:1 z
0
2X BUCK�
STRIKE
JAMB
FRAME ANCHORING
va-sonry 2X buck construction
HINGE
JAMB
NOTES:
1. 114"Elco concrete screws anchoring 2x buck require a minimum I" clearance to masonry edges, a 1-114"minim.um embedment and a
minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge
distance and center distance requirements. Concrete screw locations at the comers may be adjusted to maintain the minimum edge
distance to mortarjoints. If concrete screw locations noted as'MAX. ON CENTER" must be adjusted to maintain the minimum edge distance
to mortarjoints, additionof concrete screws may be required to ensure the maximum an center dimension is not exceeded.
LATCH& DEADBOLT DETAIL HINGE DETAIL
L5
10 z
0.
z
02
r
U
X
NZ
,- R
Ucj
zc,
cc, .n "'C
C',
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11121 AS
DATE. 0910410B
SCALE N. T. S.
DWG. EM RR
GNK. BY. LFS
DRAWING ND.:
FL-7241.1 (D
sHEEr _�L or
MASONR)
OPENING
FRAM
IXBU(
STRIKE JAMB
J
F
�o
I]
< z
0
—T
I
HINGE JAMB
SEE
NOTE 1
HINGE DETAIL
LATCH & DEADBOLT DETAIL
2
2
NOTES:
114" [TW concrete screws anchoring frame andlor sill require a minimum 2-112"ciearcince to masonry edges, a 1-114" minimum embedment and a minimum 3"clearance to adjacent
concrete screws. Substitution of equal concrete screws from a different supplier may hove different edge distance and center distance requirements. Concrete screw locations at the
comers may be adjusted to maintain the minimum edge distance to mortarjoints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge
distance to mortarjoints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded.
Z --- 3116"'IT.W concrete screws anchoring frame and/or sill require a minimum 2-518" clearance to masonry edges, a 1- 114" minimum embedment and a minimum 2- J/4" clearance to adjacent
-(fon(�-rete-screws unless otherwise noted by concrete screw manufacturer.
zl-r ,
0 z
�z
>:2
Z
0 om o -c :2
0 xg z �0 W,
z
.0
00 C)
Q
�2 �i
M 00
M
0
t2 I
O'l
F-, N.T.S.
W: RR
ErY.- LFS
VING NO.:
FL-7241.1
-T _L OF _Z
Florida Building Code Online
Page 1 of 2
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21
'�q
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications i FBC Staff BCIS Site Map Links Search
Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application Lis > Application Detail
FL #
FL12539
Application Type
New
Code Version
2007
Application Status
Approved
Comments
Archived
Product Manufacturer
Custom Window Systems Inc.
Address/Phone/Email
1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 207
mlafevre@cws.cc
Authorized Signature Michael LaFevre
mlafevre@cws.cc
Technical Representative Michael LaFevre ##
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 207
MLaFevre@cws.cc
Quality Assurance Representative Ralph Emminger ##
Address/Phone/Email 1900 SW 44th Avenue
Custom Window Systems, Inc.
Ocala, Fl- 34474
(352) 368-6922 Ext 208
Ralph@cws.cc
Category Exterior Doors
Subcategory. Sliding Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
F17 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who Roberto Lomas
developed the Evaluation Report
Florida License PE-62514
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 12/31/2010
Validated By Steven M. Urich, PE
l7v Validation Checklist - Hardcopy Received
Certificate of Independence FL12539 RO COI 511048 (Eva] Rep SGD-8900 Non -Impact
16080).od
Referenced Standard and Year (of Standard) Standard Year
AAMA/101/l.S.2/A440-05 2005
htt-D://www.floridabuildina.orLy/-Dr/-Dr am dtl.asi)x?loaram=wGEVXOwtDavG4Atv8UaHd... 7/30/2010
Florida Building Code Online Page 2 of 2
Equivalence of Product Standards
.Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 05/01/2009
Date Validated 05/05/2009
Date Pending FBC Approval 05/10/2009
Date Approved 06/09/2009
........... ........................................................................ . . . . . .............................. . .......... ............................................................................................................................... . ...................................................... ......... ..................................... .....................................................
Summary of Products
IFL #
IModel, Number or Name
iDescription
12539.1
SGD 8900 Vinyl Sliding Glass
I
SGD-8900 Vinyl Non -Impact Sliding Glass Door.
jDoor
.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL12539 RO II CWS-299 (SGD-8900 Non -Impact
16080).Dd
Approved for use outside HVHZ: Yes
Impact Resistant: No
Verified By: Roberto Lomas 62514
Design Pressure: +N/A/ -N/A
reat d by Independent Third Party: Yes
Other: SGD-8900, Non -Impact, OXXO, OXO, XO, & OX
Evaluation Reports
C s. See Evaluation Report for Max. DP's. Not
on iguration
FL12539 RO AE 511048 (Eval Rep SGD-8900 Non -
Impact 16080).odf
for use in HVHZ.
.............................................. ...................... ...................... - ................. ............................... I ........... . ...... ............
Created by Independent Third Party: Yes
............................... . ........ . .......................... .................................................... . ......... . .. ................... . .................
F—i-cii-7 1—
Department of Community Affairs
Florida Building Code Online
Codes and Standards
2555 Shurnard Oak Boulevard
Tallahassee, Florida 32399-2100
(850) 487-1824, Fax (850) 414-8435
2000-2010 The State of Florida. All rights reserved.
Privacy Statement I Cogyright Statemen I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us
Product Approval Accepts:
09 w 99 M
httn-//vjwwflnrici,ghiiilciincrnror/nr/nr nnn cltlq.qny?nqrqm=wCTF.VXOxx4T)nvCT,4AtvgTTqT-Tti 7/1000 10
F
95.000
MAX,
OVERALL
HqGHT
9,
SLIDING GLASS DOOR (NON -IMPACT)
—49.12 MAX. 192.000 MAX. OVERALL WIDTH — -42-1 .. 2 .. GLASS ..
PANELVif!DTH OLD
375
X.
NEL
IGHT
-::5
144MG MAX. OVERALL WIDTH
49,125 MAX. -1
PARELWIDTH
42.12 GLASS
DL.
WOOD
MAX
GVERAL�
HEIGHT
MAX
OVERALL
HEIGHT
93,375
8637
93�375
MAX.
MAX.
PANEL
mo
PANEL
HEiGHT
HEIGHT
88,375
GLASS
DLO
-- I
- ge.ona MAX OVERALL WIDTH -
49,125 MAX. -rG 42 12
PANEL WIDTH LASS DI
�1�
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
FLORIDA BUILDING CODE, CURRENT EDITION.
2. GLAZING DETAIL: (SEE SHEET 3)
3- APPROVED CONFIGURATIONS: "OXXO",lOXo". "OKI, "XO".
4. DESIGN PRESSURES: (SEETABLES-SHEET 3)
-NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM
E 1300.
-POSrWE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION
TEST PRESSURE, AND GLASS TABLES ASTM E 1300.
5. ANCHORAGE: THE 33 113% MESS INCREASE HAS NOT BEEN USED IN THE DESIGN
OF THIS PRODUCT. SEE SHEETS 6 - 8 FOR ANCHOR DETAIL
6. NOT APPROVED FOR IMPACT RESISTANCE. ;IMPACT PROTECTIVE SYSTEM IS
REQUIRED IN WIND BORNE DEBRIS REGION.
7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER� VENTS FULLY WELDED.
8. REFERENCE TEST REPORTS: NCTL-210-3506-2
9. SERIES / MODEL DESIGNATION: SGD49W.
10. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS RESPONSIBILITY OF
ARCHITECT OR ENGINEER OF RECORD.
11, THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X=OPERABLE SASH,
O=FIXED SASH.
1Z SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS.
TABLE OF CONTENTS
1/'
GENERAL 140TES & ELEVA'"ONS-11
If
44TH AVE.
FLORIDA 34474
ANCHOR SCHEDULE & NOTES ....... 2
IDP` CHART & GLAZING DETAIL 3
%
ENERAL NOTES & I
SECTION VIEWS.— ............. . ............ 4-5
EXTRUSIONS & B.O.M ....... . .......... ... 6
PROPRIETARYAND CONRI)ENMI. Z
THE INFORMATION CONTAINED IN Tws oRAmw is THE soLr PRomftry &rcusumc
��'ARo 0
PVC Sol)
INSTALLATION DETAILS ....... ...... 7-8
%MNDOWSYSTEMS. INC. ANY REPRODUCTION IN PART ORASAWHOLEW*Ou;-THqj
ild t4w- P. I
PT
11W.
WRITTEN PERFASSION OF CUSTOM WINDOW SYSTEMS. INC. v .1
Paw, v
3N - NON4MPACT
lm
. AAJ T&I 10123/20(
77; NO.; cw;729-9
FEW I"" I OF 8
6' MAX 18" MAX,
(TYP) (Typ)
6" MAX. —J—F—
(TYP) 18* MAY, Q.c'
(TYP)
THRU FRAME (MASONRY OR WOOD)
NCHORSREQUIRED,
(FOR NUMBER OF -A
SEEANCHOR - CHARTS IN SHEEI�3),
NOTES:
1. INSTALL TWO ANCHORS AT EACH LOCATION.
2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4".
USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT,
LCWrAPCON-(9R EQUIV.) MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE AMIN. EMBEDMENT OF 11/4'
ItO:LO MASONRY THRU FRAME�OR THRU I BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 lf2' SHALL BE ACHIEVED.
5. 010 DIA. WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE AMIN. EMBEDMENT OF 1 31W INTO 2 BY WOOD
BUCK. OR FRAMING.
W 44TH AVE.
LORIDA 34474
6. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT.
HOR SCHEDULE A NOTES - NON4MPA
7. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. 4qT
sm .,w PIE 10/23120(
PROPIft7ARYANDCQNFlDENT%L a PVC SOD
THE INFORMATION CONTAINED IN THIS DRAWIW IS THE SOLE PROPERTY 4V CU TO 8A NTS NO-, CWV—'299
WNDOWSYSTE S. INC. ANY REPROM)CTIONIMPARY ORASAWHDLEWr FLP.I§'.NO.Ml4 LETTIEFt
VMfrrENPERMILONOFCUSTOMWINDOWSYSIEUSINC-4SPRt3HWE_ 20Fa
C &1A I, i; .r
��b
h-11
N�4
" ,
.: ;'.!:f .;: - 1� ;:
.2:;'
..5;
1!1, ".
120
168
192
90
-Imp 8
126
144
60
1 72
84
96
30
36
42
46
30
36
48
48
30 1
36
42
48
OXXO
oxylo
OX)a
0)00
OX0
OX0
OX0
OX0
0XIX0
0y1X0
oxxo
OKXO
0
MM
H j:,
111l'i
MR
'.
+607-95
F—+6c)/-9c
80.
A
+60/-90
+60/-90
+60/-85.3
+60/-90
+60/-90
+60/-90
+60/-85.3
+60/-90
1+ -8 .3
84
A
+60/-90 1+60/-67.3
+60/-80
+60/-73.6
+601-90
+60/-87.3
+60/-80
+60/-73.8
+60/-90 1+60/-87.31
+60/-80
1+601-73.8
90
A
+6 �-
�.�
!60/ -78.4
+60/-71.6
+60/-65.8
+60/-83.7
+60/-78.4
+60/-71.6
+60/-65.8
1+60/-77.11
+60/-83.71+60/-7
.
+60/-71.6
+601-65.8
j--9t,j
—A
.
+60/-77.11-4607--72
+60/-65.5
+60/-60
+60/-77.1
wi-601-72--
+60/-65.5
+60t-60
+60/-72
+60/-65.51
+60/-60
-do—mparafhe Analysis
using #10 Wood Screw or 3116" Elco Tapcon
Single Panel and Total Unit Width (in)
ii)�hored
30
1 36
42
48
Hill
120
144
1 8
192
S
Jamb
'S
J!M b
H&: S
Jamb
I H&S
I Jam
130
1
5
5
16
5
- 84
12
1 5
14
6
14
5
15
5
90
12
6
13
1 6
14
6
15
6
96
12;6
13 1
6
14
6
I
Comparative Analysis
anchored using #10 Wood Screw or 3116" Elea Tapcon
Single Panel and Total Unit Width (in)
OUM115
30
36
1 42
48
Height (in)
90
108
1 126
144 --
RE
H &,1
S_
Jamb
H&S
I J
go
5
_t&-
9
10
5
11
5
84
8T5
9
5
10
10
11
5
90
9
1 6
9
I la
a
10
6
96
9
6
10
10
101
6
I
Comparathe Analysis
Units anchored using #16—Wood Screw or 3116" Elco Tapoon
Single Panel and Total Unit Width (in)
—30--1—.36--
Height (in 60
—42--j-48—
1 72
84
1 96
H�S
I t!nb
H&S
Jamb
H&S
I Jamb
I H&S
I Jamb.
"0
4
5
5
5
6
S
5
6
5
84
5
1 5
5
—
5
5
6
5
f80
90
go
5
6
5
6
--L-
6
6
M66
96
96
5
6
5
A
r
a
I - OVERALL INSULATED
3118 TEMPERED
5/8'AIRSPACE
TEMPERED
HOTMELT TRUSEAL -H'
13119"GLASSEtTE
GLASS TYPE A
OC)
It nL
PROPRIETARY AND CONFIDENTIAL
THE THIS
1. tWAS
INrORMATION CONTAINED IN DRAWING IS THE SOLE PROPERTYRF C1
WI I ?TQM
NDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE W, HCU 'rW6
ROBIWvtd
.
W RfTTEN PERLqSSfQN OF rUSTOM WINDOW SYSTEMS, INC. 15 PAO*.(Isrrkq.
FL. R-% NO. 62514
f 44TH AVE.
FLORIDA 34474
6900 AAJ 10123MO(
PVCSGD [CALL: NTS rws.m
FV.LETTER: - ISH�:L 1'. 3 OF 8
I
--33
TYPICAL VERTICAL SFCTION
TYPICAL HORIZONTAL SECTION
SW 44TH AVE.
-FLORWA 34474
TION VIEWS, OXXO - NON -IMPACT
RAWIN BY: AAJ
F" 10123120(
PVCSGD ALE. 9
Jt s7l. CWB-29
Ft� P.F- LKM14..
4 OFS
-'d
41"1 Ze
'S
il A,
TYPICAL HORIZONTAL SECTION
oxo
ITEMS NOT SHOWM FOR CLARITY: 440 10 SWMTH.AVF—
ll`� A' FLORIDA 34474
10,26-32 %
LE..s [ON VIEWS"OXO'& "OX','XD'- NON -IMPACT
f—N BY: ATE;
a 10/23/20(
TYPICAL VERTICAL SECTION PROPRIErARY AM CONFEEMML
THE KFORMATION CONT",ED IN TIHIS DRAWM 15 THE SOLE P CALE: NTS -�G NO.: CWS-299
,=nr.F
W NDOW SYSTEMS. INC. ANY REPRODUCTION qN PART an As A Pvc �so
I
WRITTEN PERMISS ION OF CUSTOM WJN0OW SYSTEMS. I NO. IS. PROHIBITED.
a rv'LtTT": rKEET: 5OFS
Z
v
%
4
34
5.938 1.645
,(IX3 5=6
i 1.87s
ALLIMMEINFORCEMENT - 1591
6D63-TS
.100-j PVC OUTER FRAME - 6042
080
�1.645 .4
1.Fur
r 1.153
I ...... e
-.120 PVC GLAZING BEAD - 6D37
ALUMAEINFORCEMFNT - 1590
BOS3-T6
RESHOLD/FK.LER, LVC LCID -JAMB
PVC PANEL INTERLOCK -6034
CK & HANDLE KFF, PVt, SGt
!'KEEPER
O.A.43/16- TEMP -AIR-3116- TEMP.)
2.125
—4
4 PANHEAD, PHIUPS
AM SEALER SM-5504 (FRAME)
.787
IT MELT, TRUSEAL, -H-
NEL TRACK, AWMINUM, SGD, SILL
ROLLER TRACK - 1655
3HRISE SIU- ALUMINUM
6063-TG
INFORGEMENT, ALUMINUM, SGD, PANEL
RESHOLD/FILLER, PVC, SGD, ASTRAGAIL
INFORCEMENT, ASTRAGAL, PVC, SGD
2
--2.191 - - -0
TrING BLOCK, 85 DUR. 118- X 510- X Z- LG,
x 21/2, PHILIPS, FLAT, SELF -TAPPING
PVC PANEL LOCKSTILE - 6032
PVC TOPIBOTTCM RAIL
.080 _I_t 4 1
—
3
1-1175
1- 5 3
1.235
PVC TRACK FILLER - GM
.075 -
3.2111
�15
PVC SCREEN TRACK -.6040
PVC PANEL INTERLOCK - 6033 0
PVC INTERLOCK SNAP - 6035 PROFRIUARY AM CONRIMBEFIAL 9
ASTRAGAL, SGD, PVC - 6043 THE INFORMATION CONTA14ED IN T" DRAWING IS THE SOLE PRO T
WINDOW SYSTEMS. INC. ANY FIEPRODUCTION IN PAFIrr OR AS A W= "I
WRITTEN PERVASSIOM OF CUSTOM WDXIOW SYSTEM& INC. IS PROW"WffEbe FL.. P*4,6,mw!�
09 4
1 .380 -1 -
33
2.813
.050
j
AIXM- HIGIIRISE ADAPTOR
6063-T6
0
1.720
L
WO SW 44TH AVE.
CALA, FLORIDA 34474
FRAME CORNERS
SCREWED TOGETHER
VENT CONSTRUCTI�LN
L k—
VENTS FULLY
WELDED
r- 2.136 a 7
.100
PVC FrAr-D PANEL LIFT - 6Ma
'�- EXTRUTIONS & BOM - NON4MPACT
F RAWN 8V: Am
Pvc Sm CALL; Im
fIEV. LETTER:
10=20c
CWS-299
6 OFS
BY OTHERS
1 1 MAX. SHIM
1 114'
(MIR EMBEDMENT)
CONCRETEI'MASONRY
BY OTHERS
2 7115"
(MIR EDGE DIST.)
CAULK BETWEEN BUCK
AND OPENING BY OTHERS
IW MAX. SHIM
(SEENOTES V%M2) 114' MAX SHIM- - -
(SEE NOTES 293 BHT. 2)
INTERIOR
,/—CAULK UNDER SCREW
7n HEAD BY INSTALLER
INSTALLATION ANCHOR,
3116'DIA. MASONRY ANCHOR &
ii2l FLAT WASHER
- DOOR FRAME
JAMS
PERIMETER CAULK
BYINSTALLER
k
293 SHT. 2)
2 7"r
2 7lIr
-I BY WOOD BUCK
- BY OTHERS
Y
EXTERIOR FINISH
Ihr MAX SHIM
BY OTHERS
(SEE NOTES 2M SHIT. 2)
PERIMETER CAULK
INSTALLATION ANCHOR,
BYINSTALLER
3116" DIA. MASONRY ANCHOR &
lir FLATWASHER
DOOR FRAME
HEAD
CAULK UNDER SCREW
HEAD BY INSTALLER
CXTERIOR
INTEMOR
HIGHIRtSESILL
CAULK UNDER SCR
HEAD BY INSTALLER
'BEAD OF CAULK BETWEEN
-HIGHRISE BILL AND FRAME
DOOR FRAME
BYINSTALLER
SILL
INSTALLATION ANCHOR,
3116"Vk MASONRY ANCHOR
PERIMETER CAULK
VrFLATWASHER
BY INSTALLERIDO NOT
CONCRETEIMASONRY
COVER WEEP HOLES
BY _
BY OTHERS
EXTERIOR
t M"T LSECTIOtL..
0110 "Ej §ONRY)
CAULK UNDER SCRIEW-
HEAD BY INSTALLER
DOOR FRAME
JAMB
PERIMETER CAULK
BY INSTALLER
EXTERIOR FINISH I BY WOOD
BY OTHERS BY OTHERS
1. INSTALLATIONS /ANCHOR
DETAIL ALSO APPLIES TO -OXO" 3.
SIN 44TH AVE
(MIN. EMBEDMENT)
INSTALLATION ANCHOR.
wis, MASONRY ANCHOR vd
l?rFLATWASHER
1
2 7116'
--4
2.1Z
(MIN. EDGE DIST.)
BY
CAULK BETWEEN SUCK
AND OPENING
BY OTHERS
27ma-4 1114" FLO61RIDA 34474
(MIR EMBEDMENT) TALL,
2 112" -L--.. -� TALLATION DETAIL IN I BY&j��
(MIN. EDGE DIST.) am
PROPRETARYAND CONFIDENM
-
z: *- r EL: PVC Sao NTS
PROPERTYGF
THE WFORMWUON WNTAINM IN THIS DRAWNG IS THE SOLE
r-L P.F- MER
IRIMI (MASONRY) WRITTEN PERIAMON 0FCiJST0M%MND0WSY9lE-MS. WC. IS P ROHMTED.
CWS-299
70FS
11r MAX. SHIM 114" MAX SHIM 11/2"
11/2, 1 (SEE NOTES 2&3 SHT. 2) INTERIOR (SEE NOTES 2&3 SHT. 2) (MIN. EMBEDMENT)
(MIN. EMBEDMENT) CAULKUNDERSCREW
HEAD BY INSTALLER INSTALLATIONANCHOR,
010 WOOD SCREW & FLAT WASHER
CONCRETEIMASONRY DOOR FRAME
BY OTHERS JAMB CONCRETEMASONRY
DOOR FRAME BY OTHERS
JAMB
CAULK BETWEEN SUCK
AND OPENING BY OTHERS INSTALLATION ANCHOR. CAULK UNDER SCREW
EXTERIOR FINISH #10 WOOD SCREW & FLAT WASHER EXTERIOR HEAD BY INSTALLER
2 BY WOOD BUCK BY OTHERS
BY OTHERS PERIMETER CAULK
PERNETERCAULK HORIZONTAL SECTION BYINSTALLER
CONCRETEIMASONRY T FRAME (WOOD)
BY OTHERS BYINSTALLER
EXTERIOR FINISH
1 112' BY OTHERS
(MIN. EMBEDMENT)
EXTERIOR SHEATHING
BY OTHERS
EN
D
S
ON
INGy T4RS
r
EXTE
BUCK BY0
Ry
C' I
R
-E
R F
RS
IN'7
1 "2�
"E
'W
LER
ER 'AULK
I r
71N.TA. 7
We
FINI. 0
OH
IALLER
EXTERIOR FINISH EE 114* MAX. SHM
BY OTHERS (SEE NOTES 293 BHT. 2)
I
PERIMETER CAULK INSTALLATION ANCHOR,
BY INSTALLER 010 WOOD SCREW& FLAT WASHER
DooRFRAME CAULK UNDER SCREW
HEAD HEAD BY INSTALLER
EXTERIOR INTERIOR
HIGHRISE SILL
CAULK UNDER SCREW 1. INSTALLATIONS /ANCHOR
HEAD BY INSTALLER DETAIL ALSO APPLIES TO 'OXO' 3,
DOORTRAM - ---BEAD OF CAULK BETWEEN AND_TO-OX,X0.2PANEL
SILL HIGHRISE SILL AND FRAME
BYINSTALLER CONFIGURATIONS
PERIMETER CAULK
BY INSTALLEWDO NOT
COVER WEEP HOLES
INSTALLATION ANCHOR, 44TH AVE.
2 7116' 3PI6"DIA. MASONRY ANCHOR & LORIDA 34474
L41N 112- FIAT WASHER .49
EDGE DIST.
L ION DETAIL IN 2 BY K -
CONCRETEfMASONRY PROFRETARVAND CONFIDENTIU. 60 'FaAA
VERTICAL SECTION BY OTHERS 0
THE INFORMATION CONTAMIED IN TAS DRAWNG 15 THE SOLE rRO 6 0 PVCSGD NTS
WFKAMF(WOQU) WINDOW MTEMS, INC, ANY REPRODUCTION IN PART OR AS A
PERMS
WRITTEN ION OF CUSTOM WINDOW SYSTEM, INC. IS PROM 7_1
CAULK BETWEEN BUCK
AND OPENING
BY OT14FRS
2BYWOODBUCK
BY OTHERS
CWS299
SOPS
Poperty Appraiser - St.L
County, FL
Page 1 of 1
CabotW Lord Sr (TR) Record:1611
Property Identification I
Site Address:
9940 s OCEAN
DR
Sec/Town/Range:
02:37S :41 E
Map ID:
45/02S
Zoning:
Ownership and Mailing
Owner:
Cabot W
-ord Sr (TR)
Address:
813 SE Weir
St
Stuart FL!34994
Sales Information
Date Price
Code
6/25/2010 141800
0112
10/21/2009
0112
6/13/2003 210000
00
4/1/1977 53100
00
Exterior Features
3900
View:
Ocean
View
ExtType:
X108-0(
Grade:
X01W - 0
StoryHght:
0010-11,
Interior Features
BedRooms:
2
FullBath:
2
112Bath:
0
%A/C:
0
Special Features and Yard Items
Type Y/S
Qty. Units
THIS INFORMATION IS
PROPERTY RECORD CARD
<<Prev Next >> Spec.Assmnt Taxes Exemptions Permits Home Print
ParcelID: 4502-502-0026-000-2
Account #: 121209
Land Use: Condo
City/Cnty: St Lucie County
Legal Description
OCEANA OCEANFRONT CONDOMINIUM ONE APT 209 AND.7875
PERCENT INT IN COMMON ELEMENTS (OR 3211-485)
Assessment 2009 Final
Total Land and Building
Deed
Book/Page
2009 Finak
149900
Land Value: 0 Acres: 0.02
SP
3211/0485
Assessed:
149900
Building Value: 149900
CT
3142/0834
Ag.Credit:
0
Finished Area: 1023 SqFt
WD
1747/2370
Exempt:
Cv
0267/1882
Taxable:
Taxes:
2914.59
BUILDING INFORMATION
v
RoofCover: -
frCol YearBit: 1975
1W EfIYrBIt: 1975
No.Units: 1
No Image
Available
RoofStruct:
Frame:
PrimeWall: BS - CB Stucco
SecWall:
Electric: PrmlntWall:
HeatType: AvgHt/Fl: STD
HeatFuel: - Prm.Flors: -
%Heated: 0 %Sprinkled: 0
Land Information
Qual. Cond. YrBIt- No. Land Use Type Measure Depth
I 0400-Condo N -Unit 0 0
.D TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
http://www.paslc.org/prc.a
lid=450250200260002
7/30/2010
i
FloridajBuildin Code Online
.9 1
Page I of 2
BCIS Home Log In
Proi
USER:
FL #
Application Type
Code Version
Application StatL
Comments
Archived
e7fO
"Awi- g'--'
"Ma
T
21-12�17114'1 mm
BC Staff SCIS Site Map Links Search
Registration . Hotropics Submit surcharge Stats &Facts Publications F
Approval
User
Product or Avolication Search > Application LiSt > Application Detail
FL4091-R4
Revision
2007
Approved
Fa
I
Product Manufacturer Custom window Systems Inc.
Address/Phone/ Email 1900 SW 44th Avenue
Ocala, FL j4474
(352) 368-6922 Ext 207
mlafevre@cws-cc
Authorized
Michael LaFevre
mlafeVre@CWS.CC
Technical Represlentative
Michael LaFevre ##
1
Address/ Pho ne/Ema I I
1900 SW 44th Avenue
Ocala, FL 34474
(�52) 368-6922 Ext 207
MLaFevre@cws-cc
�Zo �
Quality ASsuraq I ce Representative Ralph Emminger ##
Adclress/Phone�,Emall 1900 SW 44th Avenue
custom Window Systems, Inc.
Ocala, FL 34474 Ext 208
(352) 368-6922
Ralph@cws.cc
Category Windows
Subcategory Single Hung
Evaluation Report from a Florida Registered Architect or a Licensed
Compliance Method Florida Professional Engineer
I IT Evaluation Report - Hardcopy Received
Florida EngineeIr or Architect Name who Roberto Lomas
developed the� Evaluation Report PE-62514
Florida License
I Keystone Certifications, Inc.
Quality Assurance Entity
I
Quality Assurance Contract Expiration Date 12/31/2010
Validated By Steven M. Urich, PE
F Validation Checklist - Hardcopy Received
Certificate of: I independence FL4091 R4 COI 510875 (Eval Rep SH-8100 Non-In1f)9ct.Orlel
Wdws).
Referenced andard and Year (of Standard) Standard
It AAMA/WDMA/101/I.S.2/A440-05
Year
2005
... 7/27/2010
htti)://www.floridabuildin I g.org/r)r/nr ant) dtl.asnx?naram=wGEvXowtDouz931%2b4g5fa
Florida Building, Code Online
Page 2 ot 2
Equivalence of Pr9duct
Standards
Certified By
Sections from the,
Code
Product Approval
Method Method 1 option D
Date Submitted
04/30/2009
Date Validated
05/04/2009
Date Pending FB I
C Approval 05/12/2009
Date Approved 1
06/09/2009
hftp://Www.
of
FL # I
Model, Number or Name Ll
4091.1
F8100 Vinyl Flange/Fin Frame
ISIngle Hung
Limits of Use
Approved for, use in HVHZ' No
Approved for, use outside HVKZ: Yes
impact Resis ' tant: No
Design Pressure- +50/-50
other: 8100 Vinyl Flange/Fin Frame Single Hung H-
LC50 (53" x 76
1
—
4091.2
18100 Vinyl Single Hung
S of Us
oved f:r1 use in HVKZ: No
Approved or use outside HVHZ: Yes
impact 4etstant: No
Design Pressure: N/A
Other; SH-Wo' 48 x 90, Oriel, DP 45 PSF; SH-8100,
40 x 84, Eq. Lite, DP 50 PSF-
14091.3 :�l �8100 Vinyl Single Hung
f Use
Limits of Use,
or,
Approved for use in HVHZ: No
A A ed or I
pproved for use outside HVHZ: Yes
I impact Resistant: No
T
Design Pres sure: +67.5/-67.5
ig P
1 Other: SH-400, 52 x 96, Oriel, DP 67.5 PSF.
;100 Vinyl Flange/Fin Frame Single Hung
Enstallation instructions
FL-091 R4 11 CWS-154B (SH-8 100. Non-Im pact). j?d
Verified By: Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL4091 R4 AE 510856A(Eval.Rej;�-Sl-l-8LQQ lon
[ml)act 53 x 76).r)df
Created by Independent Third Party: Yes
310 inyl Single Hung w/ Alum. Meet. Rail, Eq. lite and
Driel
installation instructions
FL4091 R4 11 CWS-341 SH
Wdws).Qdf
Verified By: Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
Qrlel Wdws).L)af
Created by Independent Third Party: Yes
8100
HD Meet. Rail
installation instructions
EL4091 R4 ii cws-292-.Ls—H-kj00_Non lmpa�;1�2��96)
(if pdf
Verified By: Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
52Y96j,od
Created bv Independent Third Party: Yes
cic
i4exi7 I
Department of Community Affairs
Florida Building code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
(8.50) 487-1824, Fax (850) 414-8436
(9) 2000-2010 The State of Florida. All rights reserved.
.1 -in Software I Customer Service Survev I Contact Us
Er cy Staterren
A I Copyright Statement I Accessibility Statement I plucl
Product Approval Accepts:
app atl.aspx?param--WGEVXQwtDquz931%2b4g5fa... 7/27/2010
53 118"
KM OVERALL
FLANGE WIDTH
Si 71W MAX. UNIT MOTH
A 4711116'GLASSDLOI
— 53 itr
MAXOVERALL
FLANGEWIDTH
51 7JW MAX. UNIT WIDTH
-0 DL2j
47111116 LASS
X* we 21
MAX x GI
SASH
HEIGHT
4S 1/1
GLASS DLO
60/40 SPLrr ORIEL
TA13LE OF CONTENTS
GENERAL NOTES & ELEVATIONS. --I
ANCHORSCHEDULE & NOTES 2
Op CHARTS & GLAZING DETAIL 3
SECTION VIEWS & ALT FRAME 4
EXTRUSIONS & BLO-M ..................... . . 5
INSTALLATION DETAIL ....... . ........... 6-8
MAX OVERALL
FL#JJGE WIDTH
51716'MAXUNITWIDTH
147mir GLAsSOLO i
Ic
GLASS OLD
5 Hl SASH ORIEL
63 IW
MAX OVERALL
FLANGEWIDTH
51718' MAX, UNIT WIOTK
47 1111116' GLASS OLD
OVIE"ALL I
FLANGE 0
HEIC HT 62 1116'
MAX
UNIT
24 1506'
MAX x
MR
45 1/1 ---1
clAss DUO
4 Hl SASH ORIEL
I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA
BUILDING CODE, CURRENT EDITION.
2. GLAZING OPTIONS; (SEE SHEET 3)
3. CONFIGURATIONS: 'Of&.
4. DESIGN PRESSURE RAT04G (SEE SHEET 3):
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE
AND GLASS TABLES ASTM E 13M.
5. ANCHORAGE: THE 33 IrJ% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. SEE SHEETS'" FOR ANCHOR DETARZ
S. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM 15 REQUIRED IN WIND
BORNE DEBRIIS REGION.
7. ALL FRAMES AND VENTS FULLY WELDED. SMALL joINT SEAM SEALANT USED AT FIXED MEETING
RAILANDJAMEL
a. REFERENCE TEST REPORTS: NOTL-21 D-3522-1, NCTL-M-35224 A
9. SERIES I MODEL DESIGNATION SH4100.
io. WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL
LOADS TO STRUCTURE. BUCK OR FRAMING IS RESPONSIBILlITY OF ARCHITECT OR ENGINEER OF
RECORD.
11. THE DESONATION X AND 0 STAND FOR THE FOLLOWING: X. OPERABLE SASH, 0 - FIXED SASH
12. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL ELEVATIONS IN A SIMILAR
LOCATION.
WiNDCA"
BOO S! 'A'
44TH AVE.
;'LA IFW I
RIDA 34474
L t
�GE ERAL NOTES A I
6 6 �O
100
L _PVC St G
EFROPERTY PVCSINGLE HUNG
IS PROKWTED.
5 1
Wilergm
4.
14! SEE NOTE 2 MAX
(TYP)
MAX
Ir
MAX
(TYP)
a.
0 il m"O.C.
INSTALLATION
ANCHORSTYP.
x
I F.Wai I I a El I 'A
NOTES:
1. INSTALL ONE ANCHORAT EACH INSTALLATION LOCATION-
2. SHIM AS RECyD AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1W. USE SHIMS
W14FRE SPACE GREATlER THAN 1116- IS PRESENT.
3. LOAD BEARING SHIM SHALL BE CONMUCTIED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
4. W16" DIA. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EM13EDUENT OF 11/4' INTO MASONRY THRU
FRAME OR THRU I BY WOOD eUCX INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 11T SHALL 13E ACHIEVED.
S. 810 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH To ACHIEVE A MIN. EMBEDMENT OF I 3tr INTO 2 BY WOOD SUCK
6. go WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 llr INTO 2 BY WOOD BUCK FOR FIN.
INSTALLATION
7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT -
ALL INSTALLATION ANC14ORS MUST BE MADE OF A CORROSION RESISTA14T MATERIAL OR COATINC,
INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPFCAFIED BELOW.
...
'10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIESr--`.-
WOOD - MINIMUM SPECIFIC GRAVITY OF 0-0.42
S, CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.
c. MASONRY - STRENGTH coNFoRmokNcE TO ASTIM C-90, GRADE N, TYPE I (OR GREATER).
- — �
SEE NOTE 5
wy�r'�Al
-Aw GIN 44TH AVE. -
'IDWIA, FLORIDA 34474
R SWEDULIE A NOTES - NON IM PACT
I rl 5100 Am P misnam
04-0
B
pressures to urm gnuo wan FAW Ila PUwwvwU%§7jM8v'o'-. NOTE:
Tempered ffm 0) 1. IF SIZE INTENDED IS NOT SHOWN,
USE NEXT LARGER SIZE.
fFl�W41 OVERALL
118* ANNEALED GLASS
112 AIR SPACE
ve: ANNEALED GLASS
QLABSTYPEA
tt3/4 OVERALL
ad;' ANNEALED GLASS
aM' AIRSPACE
NIV ANNEALED GLASS
k
GLASiTWE13
3W OVERALL
14' TEMPERED GLASS
'Ir AIR SPACE
11W TEMPERED GLASS
GLASS TYPE C
t�314. OVSUL�
3116' TEMPERED GLASS
318' AIRSPACE
3116" I EREO GLASS
GLASS IYPE D
900 SIN 44TH AVE.
AM FLORIDA 34474
ESSURE
GLA2]NG -
arms
PMVC SI HUNG No,;.Cws-15
P.
3 OF 4;
Fr
'3 QXATE-'01F
00
T
GLASS TYPE,
(SEE PAGE 3)
TYPICAL VERTICAL SECTION
UNITWIIM
INTERIOR
—.OVERALL FLANGE WIDTH—
.D L L BEOMM
mmismasmom SASH OUT AWAY
40 AVE.
No SW
NDTES: ITEIN 2D. 2-U214 M 31jo"eU31,44, ftORIDA 34474
61, 52,55,66,64,67. 68 ARE US T NOT ;UMV
8
—SHOWN FOR CLARITY. -TION VIEWS I AL:
sloo
IVC So
C—ON-TAM IN rdM OMPAWM If OTC SWOLE HIM
RF
THESCLE
&MAWFMpRMMnMjNPARTCAASA 6
- INMVUJ M I I
IV.
AGE 121MODS
MS r"*-CWS-154
TEFL'_ e PREE�- oF A
hem p
Part#
Descrothn
31
23(16*-
'F3 *Iff 511 2311V
1 sw
3W16' %
GoRNERWELD(ALLN . 'f1ES)
PVC SASH BTM. RAIL-6028 PVC SASH MTG. RAIL-6027
-J 1114V
PVC FRAME FIN-6026
3 IN 5 1131 IS'
3 11W �S`
REINF. FIXED MTG. RAIL-1499
1 ALUM 6063 T-6 *17111r
FD(M UEETWG RAIL
SCREWEI) TOGETHER WITH
3 5M OVrERFRAME
4 PVC FIXED MTG. RAIL-W01
L
REINF. SASH MTG. RAIL-1 497 wis-
PVC FRAME FLANGE-6031 718-
ALUM 6063 T-6
J�— z" L 11
ANCHOR CLI P, 1504 PVC GLAZING BEAD-6016
118' ALUMINUM 6063-T6
. ...... 2 911W
lie" 1 3V
W x1r.
PVC SCREEN SUPPORT - 6014
PVC SASH SIDE RAIL-6004
, "'-1 PVC SASH STOP-6029
PLAN VIEW OF W. fTFM§ 21. 22.-29,41,
314' 1 )T
lIr ANCHOR CLIP T426 4E3.419,50,67-81 ARE NOT
ON THIS PRODI ICT
REIN9. R-B.RJS.S.R. - 1498 PVC SCREEN CATCH - 6013 r§TA'-E)DED COMP. AMALYSIS CHART 12118/08
ALUM 6063 T-6 I A I UPDATED PER NEw FIRC REQUIREMOM 107MT/00
NVC'111-� zl%'�` lc�vz
V�53
A
Sw 44TH AVF-
. . . . . . . RIDA 3"74
�v p".. ;ORIDA 34
SCREW SUPPORT-3113 .-6 RUr
— !. RUSIONS If B.O.M.- NON IMPACT
uy: It: 1211"008
5100
100 ADE r
PPAPINETARY AND GOW1109MILL
E = 141 LE
:!,p Huma
'VC SWGLE
THE NFOIFIVIA7111061 CWTANED W THIS DRAWM 13 THE SUE PP"EM UTS CWS
M)W=TM N PARTOR AS A ViRMU 40o'.' 154
MINDOW SYSTEMS, Dr- AW P LETTER: 8
TM= , .nI
wRmm PERMissm or azTom w*MM SYSTEMS. Pr- 95 PRMSI —1 t s OF a
1
H-MI Ih%[nFr.,SH,wfRq.,PW,
Bad
2
H-6031 101din
Fr. SK, w/Ra.. PVC, Bill
3
H14=11
N11111ft Fr, S! w W L.N.
�/Fvvc�
4
M031
fAinFr.,SH, Jb.
6
H-W01
NbeL Ball, FxcL
6
S-1499
Reltd. fid. MR.
8
H-6027
Bash Moat Rail. PVC
9
-1 97
Re nf. Sash Miret Aall
10
"028
Sash Bottom Ralf. PVC
11
6-1498
R nt S.B.RJS.S.R
1
H-6004
Sash SIds/TaPfBoL Rail
13
F14
S-1498
R*1nI.S.B.RjS-S.Fl-
14
S-6016
Gir. Bd� 31C.Fxd. Horiz.
Is
15
S-6016
GtL Bd., 3/4".F)d. Vert
ie
le
dwo-16
w3d., 314*.Sas h. HGFIL
17
6.6015
GkBd.,3141.Sash, M
ia
S.6013
Scm.Adapt.wJMb.PYC,HorIY-
—
is
S-w 14
sm AdaptPVC,Vert.
20
S-0029
Sas Stop I Filter. PW, Vert.
23
- P-3780
AnchorClip
24
P-2119(1
as
25
P-3059
sea GEM. PVC
26
P-3046
macmCup
27
P-3783
Lack . knpact Pv1;
29
P-3784
vsever, Impact. PVC
30
p-3215
Weep Cover w/ Flap
31
—p-
3893
ReInL Plate. FAAR.
32
' P-u2Q
to., 0270 x.187 back
M61-1,1!
33
P-3429
liftip.. 0270 x.1 67 back
34
P�3M
VIS to.. 0270 xA 87 back FlnSesL Gray
as
P-3429
W6!R.. 0 270 x .1 ST back Fin5eal, OW
3-6
P-3429
Vh
37
P-3765
06 x2A00PhPHSlVS
38
P-3768
#8 x 0.625 Ph PH SIMS
as
PAD 1w
#8 x 1250 Ph FH TEK. WnL
40
P-374sw
06-xOA25 Chiad FH TIEK. Wht.
P-3342
Beam Sealer. W5504
45
P-3752
Cap Mg. 0
46
P-3438
Hot WIL TrUSSAI,
at WILTruSeal. W
40
P4352
SOLOUL.85 Dar., lffllx5W x2*Lg.
51
P-MI
TismDuary LbL (NFRCJDP)
6-2
P-3513
CWS LbL PWO)
--Bj
Glass, Fbmd
54
�Ou::s, �"shha�
55
P-3281
66
P-3281
3)
M�
62
P-321 8
F;Vh
..
215
Screen Ffame, Vert.
54
P-3321
Screen Frame Comer Key
6-5
P-Mel
Ej;-an CAoth. 18 x 16 191
—SA
-F42-28
1�r-86- 55 Di!., sk
n S
� aw,
07
F�3029
Screen P ENT
033
SCIVOnSPling.SS
69
�nF, SII�Mn-pvc
70
P-3113
,for PVC
So. j.X
'bib, 0 o"A 't "Aw.;-
IW MAXISHIM
(MIN EMBEDMENT) (SEE NOTE 2 A 3 ON SHT. 2)
1 BY WOOD BUCK
CAULK BETWEEN BUCK A. A&
A NO R
ANCHOR
By OTHERS
AND OPENING BY OTHERS ailz
CUP
C U P
(MIN EDGE DIIST.)
coNGRETEMASONRY —
BY OTHERS
2jw
(MIN. EDGE DIST.)
TA
INSTALLATION ANCHOR.
MN
NF
311 el 01A. MASONRY ANCHOR.
, IA 1
'M
V,
BY Wo .0 C K
1 13Y WOOD BUCK
Lug
(MIN EMBEDMENT)
F 11'
BY OTHERS
B Yo THE
MAX HIM
(SEE NOTE 2 & 3
EXTERIOR FDRSH
ON SHT. 2)
By OTHERS
PERIMETER CAULK
BY INSTALLER
CAULK BWETMWEEN BUCK
VANCHOR AND OPENING BY OTHERS
CLIP
WINDOW FRAME
'W
PC
JAMB
WINDOW FRAME
DA
. . . . . .
PERIMETERCAULK
HEAD
NSTALLATION ANCHM
3116, DIA- MASONRY ANCHOR.
BY INSTALLER
IZONTAL SECTICN
(D (MASONRY)
WINDOW FRAME -
SILL
PEPJMETER CAULK
BYINSTALLER
EXTERIOR FINISH
BY OTHERS
INSTALLATION ANCHOR.
3/161DIA MASONRY ANCHOR.
114* IIRAX SHIM
tSEE NOTE 2 & 3
ON SHT.2)
I BY WOOD BUCK
=:-Z=- BY OTHERS
1114*
(MIN EMBEDMENT)
(MIN, EDGE DIST.)
CAL SECTION CONCRETEIMASONRY
VASONRY) By OTHERS
1114"MOVSHIM
:Lw
(SEE NOTE 2 6 3
(MIN EMBEDME"
ON SHT. 2)
INSTALLATION ANCHOR,
ANCHOR
piaWOODSCREW
CLIP
ALI C AULK BETWEEN BUCK
AND OPENING BY OTHERS
2 BY WOOD BUCK
BY OTHERS
CONCRETEMASONRY
BY OTHERS
PERIMETFRCAULK
BYINSTALLER
EXTERIOR FINISH
BY OTHERS
/L�N HORIZONTAL SECTION
"V CLIP (Woom
WINDOW FRAME
SILL
INSTALLATIONANCHOR,
3116'DIA. MASONRY ANCHOR.
PERIMETER CAULK
BY INSTALLER
1/4' MAX SHIM
(SEE NOTE 2 & 3
f ON .2)
D(TERIOR FINISH
By OTHERS
(MIN EMBEDMENT)
OlONCRETSWASONRY—/
BYOTHERS
Wove"ItIMP. Ah
TALTERNATE PRECAST BILL DETAIL
A UPDATED PER N11
CLIP MASONRY)
wo '-'e
g oc
44TH AVE.
I FLOR
IDA 34474
TALLATION DETAIL WAXJPS - NON IMPACT
by;
0100 mE i2imm
P P M ' I&:
VC - HUNG 541
jP LETTER: B
;.; - _ �o 6 OF 8
DRYWALL
lAw IJ=
DRYWALL BYOT"ERS:r
WNEMBEOMENTI IMINL EMBEDMENT)
DRYWALL
0 AULK ll=EN BUCK
AN OTHERS
'Op 13Y
BY OTHERS ). 7�?M,3
CONCRETE/MASONRY
BY OTHERS
11'r MAX SHIM 1/4"MAXSHIM
(SEE NOTE 2 A 3 ON SHT. 2) (SEE NOTE 2 3 ON SHT. 2)
IF
Cte'-e-c BY OTHERS
CAULK UNDER SCR
MAI) BY INSTALLER
INSTALLATION ANCHOR416'DIAL
2-W
MASONRY SCREW wINEOPRENE
WASHER THRU SCREW
INSTALLATION ANCHOR,
(MINEDGEMST.)
BACKED
SUPPORT
MR
WCONWE10PORDE KED
OHCRETE/MASONRY
(MIN EMBEDMENT)
Ad'..
A WASHER THRU SCREW
-SUPPORT
YOTHERS
- . 4 A
EXTIBBRPIOR FINISH
By OTHERS
I BY BUCK (FAN EDGE DIST.)
OTHERS 4k
BY di.;
2 BY WOOD BUCK
BY OTHERS
Iw MAX SHIM
DOW FRAME
(SEE NOTE 2 A 3 ON SHT. 2)
JAM9 PERIlMETER CA
CAUl K BETWEEN BUCK
PEFdMETER CAULK
I BY WOOD Btr_K PERIMETER CAULK BYINSTALLER
Matr
vYOTHsR'q BY INSTALLER
AND OPENM By OTHERS
BYINSTALLER
CAULK UNDER SCREW EXTEPM FINISH
HEAD BY ItWALLER EXTERIOR FINISH BY OTHERS
WINDOW FRAME
HORIZONTAL SECTION OYOTHMS
HEAD
INSTALLATION ANCHOR. WIS'DIA. T FRAME tMASONRY) HORIZONTALSECTION
SCREW wfNEOPRENE FRAME (WOOD)
BACKED WASHER THRU SCREW
"ribMASONRY
SUPPORT CAULK UNDER SCREW
HEAD BY INSTALLER
INSTALLATION ANCHOR. 311V DLOL
q1
MASONRY SCREW wINEOPRENE
WINDOW FRAME
BACKED WASHER THRU SCREW
SILL
SUPPORT
1/4' MAX SHIM
PERIMETER CAULK (SEE NOTE 2 a a ON SHT. 2)
WINDOW FRAME
BY INSTALLER
Su
EXTERIOR FINISH
CAULK UNDER SCREW
RY OTHERS
to
HEAD By INSTALLER
INSTALLATION ANCHOR 3fl V OLk
(MIN EMBEDMENT)
MASONRY SCREW wlNEOPAENE
BACKED WASHER THRU SCREW
CAULK
SUPPORT
PERIMETER
BYINSTALLFR
L=
EXTERIOR FINISH
BILL STOOL CONCRFTE7MAS()NRY-/ ALTERNATE PRECAST SILL OErAIL (m "t—D COMP. ANALYSIS CHART
By OTHERS AOD
IS=
BY OTHERS
BY OTHERS FRAME jMASM" ATED PER NEW FBC REQUIREMENTS
107/07=
USE S" WOOD
SUPPORTTOMAKE
t
SILL LEVEL BY OTHERS
"TH AVE.
RIDA 34474
CONCR RMASONIRYJ
21W
EDGE DIST.)
(MIN. EMBEDMENT)
TAI I A'ft�Kl nL—rAfl Tutm
I rclAur.
BYOTH
(WA
EMA N
DT;
HaWHSTREWTH ANDCONImem"
STRUCTURAL ICAL BECTON THE MRMTIDN CWAINSD ININIs DMWING IS THE SM
C SIMILE HUNO IS:
AN
NO.:
N7[_q Em CWS-1541
GRCUITBYOyHERS imPARTORASAIW
IE (MABDNKY) wvm)aw sysma M. MY REPRODUCTON f.4
WRnTENPERL%6K)N0FCLU=W*MM SYST6M&W-13 . . . . . .
-f OF a
SHEATHING
BY OTHERS
EXTERIOR FINISH
BY OTHERS
CAULK BEHIND FIN -
BYINSTALLER
WINDOW WRAP -
BY INSTALLER
PERIMETER CAULK-
13YMTALLER
WINDOWFRAMI
HEAD
WINDOW FRA
SILL
CAULKBEHINDIFIN-
BY INSTALLER
PERIMETER CAULK
BYINSTALLER
WINDOW WRAP —
BYINSTAILLER
2 BY WOOD BUCK
13Y OTHERS
1/4" MAX SHIM
(SEE NOTE 2 & 3 ON SKT. 2)
(MIN EMBEDMENT)
11V MAX SHIM
(SEE NOTE 2 A 3 ON BHT. 2)
wmm
EXTERIORRINISH—�
BY OTHERS
F"
LWINDOW
BY "TA
CAULK BEHIND FIN
BYlINSTALLER
IMETER CA,
V, MAX SHIM
By INSTALLER
F(SEE NOTE 2 a 3 ON BHT.
/-A HORIZONTAL SECTION
\�V FW (WOOD)
T
- 2 By WOOD BUCK
/ 8YOTHERS
MIS 44TH AVE.
RIDA 3"74
A 34474
'�M
(MINEMBEDMElln
r"
�ST
Q
Q
/T-N VERTICAL SECTION
00
SIOD
FIN (WOOD)
PROPRLEFARVAMCOWMERM
cub
PVC SINGLE HUNG
SINGLE HUNG
L
WIM)OW SYSTEMS. Nr- AW ftEPRODUCTEN IN PPAT OR ASA
WRnTrN PERLISSIONOFCUSMMWDMWSYSTELM?aNWM-ISP
vuef"o
s -
I