HomeMy WebLinkAbout803 Valencia StApplication No: 11, y32
RECEIVED
DEC 14 2010
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Documented Construction Value: $ LP I 2-
Job Address: 603 V z-AbnU a 'S Historic District: Yes No
Parcel ID: 31-1 5 -31- 56S - occo - 0 SC7 Zoning:
Description of Work p L u 2 1 l W f1d_- S
Plan Review Contact Person: cps Title:
Phone: G'1S 1GIZ ',A 4 l G Fax: (')1 '-412- b360 E-mail:
Property Owner Information
Name _0) 005.2 ` 0(t, ' Q (I e- I'I C'j I 661S Phone:
Street: y6'k2n66 ST Resident of property?
City, State Zip: D 1_
Contractor Information
Name 47U ayA c a Qu 1,. yt Phone:
Street: Zp')o
1'- '
O Fax:
City, State Zip: c.LWoo& - State License No.: Ld(-0U ONO
Name:
Street:
City, St, Zip:
Bonding Company:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address: Address:
PERMIT INFORMATION
Building Permit
Square Footage:
No. of Dwelling Units:
Electrical
New Service — No. of AMPS:
Construction Type:
Flood Zone:
Mechanical (Duct layout required for new systems)
No. of Stories:
Plumbing
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm 0 No. of heads:
Im
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no
work or installation has commenced prior to the issuance of a permit and that all work will be performed to
meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
Signature o IOwner A ent Date Signs of Contractor/Agent Date
Ll-) t-ks zs fir,
Signature of Notary -Mate
of Florida Date IARSINEZ
CAROL1tA #0pg47483
yam : M C OMM4SS O m er 23 2012' Dec
y bIce o
Owner/Agent is Down to Me or
Produced ID voe of ID
APPROVALS: ZONING: 44 UTILITIES:
ENGINEERING:
COMMENTS: Pr-A— 1eA,sl,-1
FIRE:
Print I Name
Signature ofNota-State of Florida Date
CAROLINA MARTINEZ
MY COMMISSION # DD847483
EXPIRES December 23, 2012
Known to Me or
Produced ID Type of ID
WASTE WATER:
BUILDING:
Rev 11.08
Seminole County Property Appraiser Get Information by Parcel Number http://www.scpafl.org/web/re_web.seminole_county_title?PARCEL=...
E? ICtL DEET All_ DAVID
JOH1 SON„CFA, ASA PROPERTY
APPRARSER
SEMINOLE
GOUNT(.FL. tt01`
E F esr's'rY. SAHFORD;
FL3277t71468 407-
665-7506' VALUE
SUMMARY VALUES
2011
Working
2010
Certified
GENERAL
Value
Method Cost/Market Cost/Market Parcel
Id: 31-19-31-505-0000-0570 Owner:
REDDICKS ALPHONSE JR & MARLENE Mailing
Address: 803 VALENCIA ST City,
State,2ipCode: SANFORD FL 32771 Property
Address: 803 VALENCIA ST SANFORD 32771 Subdivision
Name: SAN LANTA 3RD SEC Tax
District: S1-SANFORD Exemptions:
00-HOMESTEAD (2006) Dor:
01-SINGLE FAMILY Number
of Buildings 1 1 Depreciated
Bldg Value 49,136 52,185 Depreciated
EXFT Value 0 0 Land
Value (Market) 15,000 15,000 Land
Value Ag 0 0 Just/
Market Value 64,136 67,185 Portablity
Adj 0 0 Save
Our Homes Adj 0 0 Amendment
1 Adj 0 0 Assessed
Value (SOH)l 64,136 67,185 Tax
Estimator 2011
TAXABLE VALUE WORKING ESTIMATE Taxing
Authority Assessment Value Exempt Values Taxable Value County
General Fund 64,136 64,136 0 Amendment
1 adustment is not applicable to school assessment) Schools 64,136 64,136 0 City
Sanford 64,136 64,136 0 SJWM(
Saint Johns Water Management) 64,136 64,136 0 County
Bondsl 64,1361 64,136 0 The
taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES
Deed
Date Book Page Amount Vac/Imp Qualified WARRANTY
DEED 10/2005 05959 1467 $96,000 Improved Yes WARRANTY
DEED 09/2005 05959 1462 $23,100 Improved No PROBATE
RECORDS 09/2005 05912 0129 $100 Improved No PROBATE
RECORDS 03/2005 05671 0193 $100 Improved No 2010 VALUE SUMMARY WARRANTY
DEED 10/1996 03164 1441 $52,000 Improved Yes 2010
Tax Bill Amount: 0 SPECIAL
WARRANTY DEED 06/1996 03094 2004 $35,100 Improved No. 2010
Certified Taxable Value and Taxes SPECIAL
WARRANTY DEED 02/1996 03038 0957 $49,300 Improved No DOES
NOT INCLUDE NON -AD VALOREM ASSESSMENTS CERTIFICATE
OF TITLE 01/1996 03024 0784 $100 Improved No WARRANTY
DEED 05/1993 02586 0298 $48,500 Improved Yes CERTIFICATE
OF TITLE 01/1992 02383 0202 $14,700 Improved No WARRANTY
DEED 10/1981 01362 1762 $31,900 Improved Yes WARRANTY
DEED 11/1978 01202 0575 $19,000 Improved Yes Find
Comparable Sales within this Subdivision LAND
LEGAL DESCRIPTION Land
Assess Method Frontage Depth Land Units Unit Price Land Value PLATS Pick.. iOT_
0 0, 1.000 . 15,000 00 $15.000 LEG;LQT 57 SAN LANTA 3RD SEC°PB 13 •PG; 75 BUILDING
INFORMATION Bid
Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New
of
12/10/2010 8:44 AM
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: r holla
I hereby name and appoint: 4jukA60ACD
an agent of- Wi(_- -
of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
e/ All permits and applications submitted by this contractor.
The specific permit and application for work located at:
Street Address)
Expiration Date for This Limited Power of Attorney: 12,6111
License Holder Name:
State License Numbe
Signature of License
STATE OF FLORIDA
COUNTY OF6 C5-9-)
The foregoing instrument was acknowledged before me this t O day of rx C, ,
2000 ; by -o Hi,& Q-y00-9-.Q-'5 who is e personally known
to me or who has produced as
identification and who did (did not) take an oath
Notary Seal)
Rev. 3/27/07)
GQ `P\ e°
ems°G
inG5sir
or type name
Notary Public - State of
Commission No.
My Commission Expires:
Directions are viewed from the inside.
On sliding glass doors Active and Fixed
Panels are identified. On Casements
and single French doors the hinge is
identified Right Hinge and Left Hinge.
On Double -French Doors the more
active door is identified --
4) Doors: FHA Energy Storm Saver Aluminum Insulated, Aluminum Non -Insulated
Impact: ( ) Non -Impact: ( ) Color: White:_ Tan: Bronze: Grey: Mill Finish:
Double Hung Single Hun o 2-LR Casement
Qty_ QtYA Qty_ Qty_
ACTIVE FIXED FA AF LH RH
ACTIVE ACTIVE
Florida Home Improvement Associates Florida Broward Tel: 954-7924415
License No. CGC 061890 / QB44818 ?a Home -improvement Miami Dade Tel: 305-545-4469
4070 SW 30" Ave., Hollywood, FL 33312 Associates Fax: 954-792-2170
TM Web: FHAPRODUCTS.COM
Job# Email: INFO@FHAPRODUCTS.COM
Replacement Windows Contract
Nam` '' Home Phone: q w7 3 P- 0 Bus. Phone:
At C• C —3 7 71
Address City State Zip
This Contract is made and entered into this day of _, 2010 by and between Florida Home -Improvement Associates, Inc,
a Florida corporation ("Contractor" or "FHA"), and owner(s) named above of the residence located at the address listed above ("Owner").
The Work. Contractor agrees to perform the work described below:
1) Remove existing units to be replaced. (NOTE: Removed items are likely to be damaged.)
2) Prepare openings as necessary to receive replacement units.
3) WINDOWS: IV FHA Energy Storm Saver Simonton Vinyl Insulated
Install Aluminum Insulated, Aluminum Non -Insulated
Other
Qty
Sliding Glass Door Single French Doors Double French DoorsEjeometricAAAFFAFAAFAAFFAARH( ) LH( ) RA( ) LA( )
Qty— Qty_ Qty_ Qty—. Qty— Qty— Qty Qty
Glass:
10(—S INITIAL HERE
Warranty: Manufacturer's Warranty sent upon competition.
5) Work NOT to be replaced: INITIAL HERE-)
6) If applicable, removing shutter panels, and/or security bars.
7) Special instructions:
INITIAL HERE-J)
8) Cleanupjob debris and provide necessary permits and insurance.
9) If applicable, in the event that Contractor is unable for whatever reason to obtain proper permits prior to commencement of any work,
Contractor shall refund any previous payment and this transaction shall be automatically cancelled.
No finish work other than normal installation is to be done unless noted below.)
Additional Work:
Schedule: Contractor shall commence the work withinOA7d days after execution of the Contract (the "Commencement Date") and shall endeavor to
complete all Work hereunder within T days after the Commencement Date. Contract Price $
The TOTAL PRICE for all Labor and Materials (including any applicable discount) is $ .00 Sales Tax ( %) $
Down Payment $ .00 (if applicable)
Balance Payable $ .00 Total Contract Price $ lc l cii
Contractor will provide to Owner a Final Waiver and Release of Lien and Contractor's Final Affidavit to Owner, substantially similar to the forms
included in chanter 71 Florida Statues (2005).
Circle one: YE or NO Owner elects to a I ] pp y for financing of the above -statue lump sum amount. If yes is circled, see financing agreement
and relate cuments
Notice to the Owner, if financing is being obtained by Owner:
a). Do not sign this home improvement. contract (including financing documents) in blank.
b). You are entitled to a copy of the contract at the time you sign. Keep it to protect your legal rights.
c). The financial documents attached to this home improvement contract may contain a mortgage or otherwise create a lien on your property that could be foreclosed
on if you do not pay. Be sure you understand all provisions of the contract and financial documents before you sign.
Miscellaneous: This contract contains the entire contract of the parties. It may not be changed orally but only by a signed change order or other
written amendment. The waiver by any party of a breach of any provision of this contract shall not operate or be construed as a waiver of any
subsequent breach by any party.
IN WITNESS WHEREOF, the Parties hereto have exec;:'ced this contract, und(r seal, as of the day and year first above written.
You the Buyer may cancel this transaction at any time prior to midnight on the third business day after the date of this transaction.
See the attached notice of cancellation form for an explanation of this right.
Owner: r, ,a:;ja_.C1G r Contg;2 •FHA
Signatu of Owner) /
r
Sig ature of Owner)
By: P
Name & Title)
2-7 —1 o
Date
Home Owners Association Name: Phone#:
YES NBuilding Name:
7
11111111111IIININliIII III 111IIIIIIIIII INIllIIall Ii1111 Mill Permit No. Tax
Folio No31.
0.31 • So5 • ooco - 0SIO NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
The undersigned hereby
gives notice that improvement will be made
to certain real property, and in accordance with Chapter 713,
Florida Statutes, the following information is provided
in this Notice of Commencement. MARYANNE MORSE, CLERIC
OF CIRCUIT COURT SEMINOLE' CMWY RK
07495 pg
1767; Upg) CLERK" S I#
2010143108 RECORDED 12/14/
2.'010 10:12:06 AN RECORDING FEES 10'
0* RECORDED BY T
Wth 1. Description. of
property: (legal description of the property, and street address if available) Uc; C,! S bn 1o3 CI zsk
e n c t 6 5 C' S r cQ —fit, 3Z119 2. General description
of improvement: L-\ 3. Owner information:
Name: N\ inon Sx_ >r Address: P>O_,')
1121C roCA Z-1 S TS 01) CO CQ 1 1 3Z 1 I b. Interest in
property: j 9)/ c. Name and
address of fee simple titleholder (if other than owner): Name: Address: CERTIFIED WM
4. Contractor Name:
a lmRreverpent Assoelatet;
Phone number: MARYA.N}F MORSE , Imo. c. Address:
an7n SW 30th Ave ,., ERK OF stRCUIT WURT 5. Surety Name
Hollywood, FL 3T , FLORIC r Address: b. Amount
of
bond: $ Rx lU 6. Lender:
Name: Address: b. Lender'
s
phone number: 7.a. Persons
within the State of Florida designated by Owner upon wh , m notices or other documents may be served as provided by Section
713.13(1)(a)7., Florida Statutes: Name: / Address: 8.a.
In
addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice
as provided in Section 71.3.13(1)(b), Florida Stat7{es. b. Phone number
of person or entity designated by owner: 9. Expiration date
of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified)
WARNING TO OWNER:
ANY PAYMENTS MADE BY HE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED MPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13.
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR.IMPROVEMENTS TO YOUR PROPERTY.
A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature of
Owner
or Owner Authorized Officer/Director/Partner/Manager Signatory's Title/Office The foregoing instrum
nt was acknowledged before me this I ® day of ZC71C) year) , by (name of person) as (type of authority, .... e.g.
offi er, trustee, attorney in fact) for (name . whom instrument was executed) . GARO NA . Op8
2012 mbef 23'
SignatureofNotary
Piblic. =",, Pik; EX IRC gece Floridatdot cyService camPersonallyKnown OR
Produc Type of Identification Produced Verific ion pursuant
to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that the i statein
it are 7trItoVe sf my
knowledge and belief. i iilture of
Natural
Per on Signing Above , 9ce, Rev. date 3/
2008ljt' C12 1'_
Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspa?param=wGEVX...
BCIS Home ' Log In User Registration I Hot Topics I Submit Surcharge i Stats & Facts Publications I FBC Staff ! BCLS Site Map Links Search .i
k: ;i Product ApprovalSilEPublicUser
a
Product Aooroval Menu > Product or Apolication Search > Application List >
FL # FL4091-R4
Application Type Revision
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 Ext207
mlafevre@cws.cc
Authorized Signature Michael La Fevre
mlafevre@cws.cc
Technical Representative Michael La Fevre ##
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
352)368-6922 Ext207
M La Fevre@cws. cc
Quality Assurance Representative Ralph Emminger ##
Address/Phone/Email 1900 SW 44th Avenue
Custom Window Systems, Inc.
Ocala, FL 34474
352)368-6922 Ext208
Category Windows
Subcategory Single Hung
Compliance Method Evaluation port from a Florida Registered Architect or a Licensed
F o ofessional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Roberto Lomas
the Evaluation Report
Florida License PE-62514
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL4091 R4 COI 510875 (Eval Rep SH-8100 Non -Impact Oriel
WdwsM)df
Referenced Standard and Year of Standard Standard Year
AAMA/W DMA/101/I.S.2/A440-05 2005
Equivalence of Product Standards
Certified By
I of 3 11/18/2010 8:14 AM
lorida Building Code `Online http: %/w w w . fl on dabui Iding. org/pr/pr_app_dil. aspx?param=w GEVX.:: -
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
SSu9jMKy of Products
Method 1 Option D
04/30/2009
05/04/2009
05/12/2009
06/09/2009
L # Model, Number or Name Description
4091.1 8100 Vinyl Flange/Fin Frame 8100 Vinyl Flange/Fin Frame Single Hung
Single Hung
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL4091 R4 II CWS-154B (SH-8100 Non-Impact).pdf
Approved for use outside HVHZ: Yes Verified By: Roberto Lomas 62514
Impact Resistant: No Created by Independent Third Party: Yes
Design pressure: +50/-50 Evaluation Reports
Other: 8100 Vinyl Flange/Fin Frame Single Hung H-LC50 FL4091 .R4 AE 510856A (Eval Rep SH-8100 Non -Impact
53" x 76`") 53 x 76).pdf
Created by Independent Third Party: Yes
4091.2 8100 Vinyl Single Hung 8100 Vinyl Single Hung w/ Alum. Meet. Rail, Eq. lite and
Oriel
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL4091 R4 II CWS-341 (SH-8100 Non -Impact Oriel
Approved for use outside HVHZ: Yes Wdws).odf
Impact Resistant: No Verified By: Roberto Lomas 62514
Design pressured N/A Createdby Independent Third Party: Yes Other:
SH-8100, 48 x 90, Oriel, DP 45 PSF; SH-8100, 40 Evaluation Reports x
84, Eq. Lite, DP 50 PSF. FL4091 R4 AE 510875 (Eval Rep SH-8100 Non -Impact Oriel
Wdws).pdf Created
by Independent Third Party: Yes 4091.
3 8100 Vinyl Single Hung 8100 Vinyl Single Hung Oriel w/ HD Meet, Rail Limits
of Use Installation Instructions Approved
for use in HVHZ: No FL4091 R4 Ii CWS-293.(SH-8100 Non -Impact Approved
for use outside HVHZ: Yes 52x96)pdf.pdf Impact-
Resistant: No Verified By: Roberto Lomas 62514 Design
Pressure: +67.5/-67.5 Created by Independent Third Party: Yes Other:
SH-8100, 52 x 96, Oriel, DP 67.5 PSF. Evaluation Reports FL4091
R4 AE 510866 (Eval Rep SH-8100 Non -Impact 52x96).
pdf Created
by Independent Third Party: Yes Bads
Next 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
Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product
Approval Accepts: 2
of 3 11 / 18/2010 8:14 AM
Florida Building Code Online http://www.floridabuilding.oig/pr/pr_app_dtl.aspx?param=wGEVX ..
spur r rtl niarrc; ct'
rrun e
3 of3 11/18/2010 8:14 AM
L. Roberto Lomas P.E.
1432 Woodford Rd.
Clcmmons, NC 27012
336-945-9695
Manufacturer: Custom Window Systems
1906 S.W. 44' Avenue
Ocala, FL 34474
Product Line: 8100 Vinyl Single Hung Oriel Window Non — Impact
Engineering Evaluation Report
Report No.: 510866
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Community Affairs for Statewide Acceptance per Rule 9B-72.070 method 1(d). The product listed herein complies with
Requirements of the Florida Building Code.
Product description: 8100 Vinyl Single Hung Oriel Window, non -impact. Frames are constructed of PVC and active
sash were of welded mitered corner construction. '
Supporting Technical Documentation:
1. Approval document: drawing number CWS-293, sheet 1 of 7 titled, 8100 Vinyl Single Hung Oriel Window,
prepared, signed and sealed by L. Roberto Lomas P.E.
2. Test reports:
a) Report No.: NCTL-210-3508-3 signed and sealed by Gerald J. Ferrara P.E.
National Certified Testing Laboratories
Orlando, FL.
AAMA/WDMA/CSA101 /I.S.2/A440-05
Design pressure: ±67.5 psf
Water penetration resistance: 10.125 psf
3. Anchor calculations, report number510867, prepared, signed and sealed by L. Roberto Lomas P.E.
4, Comparative analysis, report number 510867-1, prepared, signed and sealed by L. Roberto Lomas P.E.
Limitations and Conditions of use,
Maximum design pressure: ±67.5 psf
Maximum overall size: 53 1/2" x 97 1/4"
Maximum fixed panel D.L.O.: 47 112" x 59 13/16"
Maximum active panel D.L.O.: 45 x 26 7/8"
Units must be glazed per ASTM E1300.
This product is not rated to be used in the HVHZ.
This product is non -impact resistant and requires impact protection in wind bome debris regions.
Frame material to be white rigid PVC per N.O.A. 06-1220.01.
Installation:
Units must be installed in accordance with approval document, CWS-293.
Certification of Independence:
Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the
product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity
involved in the approval process of the listed product(s).
a •7 ae e• '' ',Y,
a „a
i
1 of 1 Luis R. Lomas, P.E.
FL No.: 62514
09/30/2008
SINGLE HUNG ELEVATION NON -IMPACT)
SHOWN W/ DIFFERENT OPTIONS)
53 118" --
MAX OVERALL
FLANGE WIDTH
51. 7,3" MAX. UNIT WIDTH
53 110"
MAX OVERALL
FLANGE WIDTH
47 11116" GLASS DLO 51 71W MAX. UNITWIDTH
47 11/16- GLASS DLO t
78' EMAX.
OVERALL OFLANGE7
HEIGHT 74 314" MAX.
UNIT
Hr.
MAX.MA.
SASHHAA
GLASS DLO
EQUAL SPLIT
MAX OVERA H15177f8" MAX. UNIT WIDTH
1116" GLASS DLO
63 5/8"
IMX.
OVERALL
OFLANGE
HEIGHT 62 318"
MAX. UNIT
HT.
24 5/8'
MAX: '
XSASHHEIGHT
451116
GLASS DLO
60/40 SPLIT ORIEL
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS.....I
ANCHOR SCHEDULE"& NOTES .......... 2
OF CHARTS & GLAZING DETAIL ....... 3
SECTION VIEWS &-ALT FRAME .......4
EXTRUSIONS & B.O.M ......5
INSTALLATION DETAIL ..........:...6A
1 269 ,
3l 112' MAX. FGLASSOVERALL
DLO FLANGE O 33112"
HEIGHT GLASS
68
MAX.
114" DLO.
UNIT
M.
811 s3 11l18- 30 112" v Ix.- I 27 3116'
D OSS 5 PLO
GLASS DLO
5 HI SASH ORIEL
53 118"
MAX OVERALL
FLA14GE WIDTH
51 778" MAX. UNIT WIDTH
47 11116" GLASS DLO
63 5116'
MAX
33-1 OVERALL
GLASS FLANGE - O
331/2"
GLASS
PLO HEIGHT 62 " DLO
MAX. MAX.
UNIT
HT.
I A X
245116
GLASS I "1 .
21"
GLASS
1. 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: "Ofr.
4. DESIGN PRESSURE RATING (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'1300.
S. ANCHORAGE . -THE 33 113% STRESS 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 AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING
RAIL AND JAMB.
B. REFERENCE TEST REPORTS: NCTL 210-3522-1,_NCTL 210-3522-1A
9. SERIES! MODEL DESIGNATION SH-8100.
10. WOOD BUCK OR STUD FRAMING TO BE.DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL
LOADS,TO STRUCTURE. BUCK OR FRAMWG IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF
RECORD.
11. THE DESIGNATION 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.
GLASS PLO -
4 HI SASH ORIEL
7,
en.co •-ei• 900SW44THAVE.
c h AlA FLORIDA. 34474
c
PROPRIETARY AND CONFIDENTIAL . - - c •` PVC .SINGLE HUN(
THE INFORMATION CONTAINED IN THIS OAAK4K'IS THE SOLE PROPERT•L1Fyf1$fM4 FLP:OOL625i4- 0 - 8100
WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE VIlT TWE _
WRITTEN PERMISSION OF CUSTOM W41DOW SYSTEMS INC- IS PR01A877j0't o
DOOOi'IC 1 L .
I - - 1- IM-n
ApE 7/7)2008
CWS 154
5T7ER: A _ 1 OF e
ITE 2
INSTALLATION
ANCHORS TYP-
4A
4' MAX
TYP)
8'
MAX
ill! 1 CO.
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.
2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAIL ALLOWABLE SHIM STACK TO BE 114". USE SHIMS
WHERE SPACE GREATER THAN 1J16" IS PRESENT.
3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
4. 3116" DUI. ELCO TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1AV INTO MASONRY THRU .
FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 1/2" SHALL BE ACHIEVED.
5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 319" INTO 2 BY WOOD BUCK
6. #0 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FOR FIN
INSTALLATION
7. SEAL CORNERS WITH SMALL JOINT SEAM SEALANT.
8. ALL INSTALLATIONANCHORS MUST BE MADE OF.A CORROSION RESISTANT MATERIAL OR COATING.
9. 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 SPECIFIED BELOW.
10..INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIEW
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). u
PROPRIETARYANO COAADENTIAL i
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF 6J 4T001
WINDOW SYSTEMS. NC. ANY REPRODUCTION IN PART OR AS A WHOLE WrLwouT THE
WRITTEN PERMSSION OFCUSTOM WINDOW SYSTEMS. INC. IS PROMITE6_ -
O
h •:
ANCHOR LAYOUT- (FIN)
THRU NAILING FIN ONOOO OPENINOI
NOTE
INSTALLATION
ANCHORS TYP.
PER NEW FBC REQUIREMENTS
Twci y
Aw , - pj/{J OO SW 44TH.AVE.
LA FLORIDA 34474
HOR SCHEOULI
i,
z; {
PVC SINGLE HUN
LFL L.
P.1NTO.6225511i4- .: 8.100
A r- 2OF8
VYLJII'1
IN
IiLA'.7
TYPE 27 112 29 112 31 112 35 112 39 1/2 41 112 1 43 112 47 112 51 1/2 53 1/2 55 1/2 1 59 112 63 1/2 1 65 112 67 112 71 112 1 74 314
231/2 A,B.C,D F50l-50. 501-50 50/-50 501-50 50/-50 50/-50 4501-50' 501-50 50,/-50 501-50 50l-50 50/-50 50/-50 50/-50 50/-50 50/-50 50/-50
27112 ABC,D 50/-50. 50/-50. 501-50 501-50 50/-50 50l-50 501-50 501-50 501-50' 50/-,50 50/-S0 50/-50 50J-50 50I-50 50/-50 50l-50 50/-50
29112 A,B,C,D 501-50 50/-50 50/-50 501-50 50/-50. 501-50 501-50` 50/-50 50l-50 50/-50 501-50 501-50 50/-50 50/-50 50/-50 50/-50 501-50
311/2 A,B,C,D SQ/-50 501-50, 50/-50 50/-50 50/-50 501-50 501-:50 501-50 50/-50 501-50 50/-50 501-50 501-50 50/-50 1 501-50- 501-50 501-50
35112 A,B,C,D 50/-50 501-50 501-50 501-50 50/-50 501-50, 501-S0 501-50 501-50 50P-50 501-50 50/-,50 501-50 501-50 50/-50 50/-50 50/-50
39112 A,B,C,D 4501-50 501-50 501-50 50/-50 50/-50 50/-50 50/-50 50/-50 501-50 501-50 501-50 501-50 501-50 501-50 50/-50 50l-50 501-50
411/2 A,B,C,D 4,501-50 50/-50 50/-50 501-50 501-50 501.50 501-50 501-50 50/-50 50/-50. 50/-50 50/-50 507-50 501.50 50/-50 50l-50 50/-50
431/2 A,B,C,D 50/-50 50/-50 4,501-50 501-50 50/-50 501-50 4601-50 50/-50 50/-50 50/'-50 50l-50 501-50 50/-50 50/-50 501-50 501-50 501-50
471/2 A,B,C,D 50/-50 50/-50 50/-50 501 50 50/-50 501-50 501-50 50/-50 50/-50 501-50 501-50 50/-50 501-50 501-50 50/-50 501-50 50/-50
511/2 A,B,C,D 50/.50 501-50 50/-50 501-50 501-50 501-50 501-50 60/-50 501-50 50/-50 50/-50 501-50 501-50 501-50 1 +501-50 50/-50 50/-50
COWA0017Y SIZES (TP to TIP)
H13GHT (H
Vv TIH
01t)
GLASS'
TYPE 28 38 318 50 56 63 72 76
1/8 A,B,C,D'°a501-50 501-50 501-50 50l-50 50/-50 50/-50
112F A,B,C,D 50/-50 50/-50 50/-50 50/-50 501-50 501-50 50/-60
7 A,B,C,D 501-50 50/-50 501-60 50/-50 50/-50 501-50 50/-50
531/ A,B,C,D 50/-Sot 50/-50 50/-50 50/-50 501,50 50/=50 501-50
314' OVERALL
118' ANNEALED GLASS
1/2' AIR SPACE
118" ANNEALED GLASS
31C OVERALL
3116'.ANNEALED GLASS
318"'AIRSPACE
3116'-ANNEALED GLASS
314" OVERALL
118" TEMPERED GLASS
112" AIRSPACE.
118" TEMPERED GLASS
GLASS TYPE B NOTE:
1. IF SIZE INTENDED IS NOTVYN f USENEXTLARGERSIZE: o PROPRIETARYAND
CQW10ENTML '!-e THE
INFORMATION CONTAINED IN THS DRAWING IS THE SOLE PRO Rsrall WINDOW
SYSTEMS. INC: ANY REPRODUCTION IN PART OR AS AqA-1 LE THE WRITTFN
PFRMISSInN DF cLL TOM WINDOW.SYSTEMS. INC. I&PROT 9ITEO. L-,
Ff.
p.E: N0. 62514°-. . p O .. •
rr
iii rA0
CyOh
1l L:-/.yCV. 'y -
y+
4`•, 3/
4' OVERALL 3116" .
TEMPERED GLASS 318'
AIRSPACE 3116"
TEMPERED GLASS GLASS
TYPE D 900
SW 44TH AVE. ICALA,
FLORIDA 34474 IiL.
DESIGN PRESSURE CHART / GLAZING -NON IMPACT PVC
SINGLE HUN2r ADE 7/7/2008 EL.
8100 SCALE: T
CWS-15 EV.
LETTER:. A H " : 3
OF 8
OVEFLA
HE[
WIDTH
lEl
El
ANGE"WIDTH
TYPICAL HORIZONTAL SECTION
NOTE: LEFT SIDE SHOWS FIXED UTE CUTAWAY,
RIGHT SIDE SHOWS SASH CUT AWAY
ALTERNATE FIN FRAME
e..
90
NO MS 20, 23, 25, 26. 31, 36, 37; 44,AL
51, 52, 55. 56, K 67, 66ARE.USED SLIT NOT ,' c w•
SHOWN FOR CLARITY.
w
PROPRIETARY AND COMIOEHIML ' -
a
ip ROl1 fRetyryt,rm _ THE INFORMATION CONTAINED IN DRAIAING IS THE SOLE PROPERTY AF Cu ou7 •
WINDOW SYSTEMS INC. ANY REPRODUCTION IN PART OR AS A WHOLE WLTHD4TFLP.E. No. 62514 a WRITTEN PERMISSION
OF CUSTOM WINDOW SYSTEMS. INC. 15 PROHIBITES(; o V s •
p
jj«
TI
PER NEW
41TH AVE.
tGRUA 34474
E-NON
IMP I BY:
ADE NTS
TTER'
A
40F8
KomA Part .. Description FRAME COIRNER118"— - -
I-115/16"—{ 23116" CONSTRUCTION
II} g
69
1518,
3
9L CORNER WELD (ALL SIDES)
PVC SASH MTG. RAIL-6027
PVC SASH. BTM. RAIL-6028
PVC FRAME FIN-6026
3_1V 5 VA16" 1 if4'17
I I1
1" 6 F-1 7/16'
9 _
2lllllr
4 PVC FIXED MTG. RAIL-6001REINF. FIXED.WIS. RAIL-1499
FIXED MEETING RAIL
ALUM 6063 T-6 SCREWED TOGETHER WITH
OUTERFRAME
PVC FRAME FLANGE-6031 9It 1• - I -y ills', I ILLJ I---2 112-7 1 L 1116"
sfls•
t -
REINF. SASH MTG. RAIL-1497 ANCHOR CLIP, - 1504
Hall 14
1 6!8" 15
ALUM 6063 T-6 ALUMINUM.6063-T6 ib
2 9116" t
178'-i. Fes- tea" PVC GLAZING BEAD-6016
1 3118'.
314"
PVC SASH SIDE RAIL-6004
l ve• 1
1 V2"
0 1/4'
Sits^ NOTES: ITEMS 21, 22, 29, 41,
t 42, 43, 49, 50, 57-61 ARE NOT
314• t3 PVC. SCREEN SUPPORT - 6014 3 PLAN. VIEW OF USED ON THIS PRODUCT
ANCHOR CLIP
3116•
REINF. S:B:R./S:S.R. - 1498
ALUM 6063T-6 A UPDATED PER NEW FBC REQUIREMENTS 07/07/08
1/t2
13I8" r C:.lCfslOMii.—.
o PVC SCREEN CATCH - 6013,
4f K - 00 SW 44TH AVE. 13/
16- l,flA-/ LA, FLORIDA 34474 PVC
SASH STOP-6029 1EXTHUSIONS I B.D.M.- NON IMPACT vPaaPns=
rnlrrANO corElOEkmL ." - r _CC y -.. - PVC
SINGLE HUN ADE 717/200B THE
INFORMATION CONTAINED IN THIS DRAYANG IS THE SOLE PROPERTY OF "TOM, '.laAiOB&i6 0l - CALE:' . WINDOW
SYSTEMS: INC. ANY REPRODUCTION IN PART OR AS A WHOLE VX iOQj'TH6. Fl- P.E ,NO.62S14' 0 8100 , C WS-154 WRITTENPERIASSION
OF CUSTOM W1NOOw SYSTEMS. INC. IS PROHIaTME a !-.'-- EV. LETTER: A - 5OF8 1
H-6031 Win Fr. SH, w1Rg., PVC, Head 2
H-6031 Mein Fr., SH, w/Flg , PVC; Sill 3
H-6031 Mam Fr;, SH, wlFlg., PVC; L. Jb. 4
H-6031 Main Ft., SH, w1Flg., PVC, R. Jb. 5
H-6001 Meet Rail, Fxd. 6
S-1499 Reird. Fxd. M.R. 8
H-6027 Sash Meet. Rail, PVC 9
H-14B7 Raint Sash Meet Rail 10
H-6028 Sash Bottom Rail, PVC 11
5-1493 Reinr.s.B.R.IS.S.R 12
H-6004 Sash Side/roplBol. Rail 13
5-1498 Reird. S.S.RJS.S.R 14
S-6016 Gtz Bd., 3/4",Fxd., Horiz 15
Glz.Bd.,3/4",Sash,
166-6016 S-6016 Ho GIzBd.. 3f4",Sash, Horiz S-
6016 Glz Bd., 3f4",Sash, Merl 18
S-6013 Scm. Adapt, w)Nib, PVC, Horiz71 19
S-6014 Scan. Adapt, PVC-, Vert. 20
S-6029 Sash Stop/.Filler,: PVC, Vert 23
P-3780 Anchor Clip 24
P-2190 Balance 25
P.3059 Sash Cam, PVC 26
P-3D46 Take Out Clip 27
P-3783 Impact, PVC 28
P-3215 Keep Keeper, cl,w/
PVC
30
P-3215 C w WeepColerwlFlap31
P-3893 Reint..Plate, F.M.R. 32
P3429 Wstp., 0.270 x.187 back FinSeal, Gray 33
P-3429 Wstp., 0.270 x:187 back FinSeal, Gray 34
P-3429 Wstp., 0.270 x.187 back. FinSeal, Gray 35
P3429. VVstp.; 0.270 x.187..back FinSeal, Gray 36
P-3429 Wslp., 0.270 x.187 back FinSeal, Gray 37
P3765 6 x2.000 Ph PH SMS 38
P3768 9 x 0.625 Ph PH SMS 39 P-
4051 W 8 xl.250 Ph FH TEK Mt. 40 P-
3748W 6 xO.625 Quad FH TEK, Wht 44 P3342
Seam Sealer, SW5504 45 P-
3752 Cap Plug, lrr Hole - 46 P3438
Hot Melt, Tru$eal,"H" 47 P-
3438 . Hot Melt, "H" 48 P-
3352 85 0ur.l; eL
BIk..
85 Dur 1/8"x51B"x2" Lg_ 51 P-
3881. Temporary lbI.(NFRCIDP) 52 P3613
CyyS Lbl (1090) 53 Fxa
Glass. d- 54 Glass
Sash 55 P-
3281 Spacer (see sheet 3) 56 P32
Scsheet .3) 62 P3218
Screen Fame,Horiz 63 P3218
Screen Frame, viert 64- P3321
Screen Frame Comer Key 65 P3581
Screen Cloth. 18 x 16 Fiberglass 66 P3228
Screen Spline,:155 Oia., Blk: 67 P3029
Screen Pull Tab 68 P-
3033 Srsaen Spring,. SS 69 M-
6026 Maul. Fr., SH, w/Fin., PVC 70 P-
3113 SrreW Suppon iOr PVC' o r .
T)J.
tivlt2li
1 114" -114• MAX, SHIM'
MIN EMBEDMENT) (SEE NOTE 2 d 3 ON. BHT. 2)
1 BYWOOD BUCK CAULK BETWEEN BUCK - n o
BY OTHERS AND OPENING BY OTHERS 2 V2 , . ANCHORMINEDGEDIST.) + ,
CONCRETEMASONRY INSTALLATION ANCHOR,
BY OTHERS (
MIN. EDGE DIST.) . ,
3116" DIA. MASONRY ANCHOR.
D D D D D D
40 D-P D•P D•p
EXTERIOR FINISH -
BY OTHERS
PERIMETER CAULK
BYINSTALLER
WINDOW FRAME
HEAD
WINDOW FRAME,
SILL
PERIMETER CAULK 1
BYINSTALLER
EXTERIOR FINISH
BY OTHERS a
P•s.
4 s s.'. P .. .P•P.. P. ..PSI
P P
P •PP P O
P
P. P P•
VERTICAL SECTION
CLIP (MASONRY)
D
p:,ti
11/4"
IBY WOOD BUCK
D - W • ot (MIN EMBEDMENT) o • o , BY OTHERS
r
114" MAX SHIM
SEE NOTE 2 6 3
o n
ON BHT. 21
0 p •
A
CAULK BETWEEN BUCK
ANCHOR AND OPENING BY OTHERS e" •o -
CLIP 0 : n
O WINDOW FRAME
JAMB
CAULKINSTALLATIONPERIMETERANCHOR, nr^• OO BYINSTALLER
3/16' DMDLA. MASONRYSONRY ANCHOR.
fig\ HORIZONTAL SECTION rL-- 6 CUP (MASONRY)
114' MAX SHIM 1318
SEE NOTE 26 3 MIN EMBEDMENT)
ON BHT. 2)
i
INSTALLATION ANCHOR,
ANCHOR 0 010 WOOD SCREW
CUP
CAULK BETWEEN BUCK
n eAND OPENING BY OTHERS
n• n
2 BY WOOD BUCK
o BY OTHERS
CONCRETEIMASONRY
BY OTHERS
PERIMETER CAULK L
BYINSTALLER e s
EXTERIOR FINISH
BY OTHERS
HORIZONTAL SECTION
S CUP (WOOD,
ANCHOR
CLIP
WINDOW FRAME
SILL INSTALLATION ANCHOR,
3ti6" DIA. MASONRY ANCHOR.
PERIMETER CAULK
BYINSTALLER 1!4' MAX: SHIM
SEE NOTE 2 d 3
ON BHT. 2)
EXTERIOR FINISH
BY OTHERS D .' •:_ •.:• " D . •
INSTALLATION ANCHOR,
3115" DIA. MASONRY ANCHOR.
D D • • Da' D•
R •D L111' r,-D ,D•
a r p:. * . D
s' ' P • D pD MIN EMBEDMENT)
D.• •-:•pry• a _ p D, • D C D
ANCHOR
CLIP
D D a
p p D D•
D p' •p - ' D •
D
DD D Ds
MARSHIM
SE2 A 3 SEENOTECONCit.TElMASONRY 21n" ON
BHT. 2) BY OTHERS MIN EDGE DIST.) ALTERNATE.
PRECAST SILL DETAIL A.
cuP (MASONRY) UPDATED PER NEW FBC 1
BY WOOD BUCK BY
OTHERS P •
nP (
MIN EMBEDMENT) ff yr Q 90DSW'4lTHAVE. s.• °
r g - r, - CALA, FLORIDA 34474 2.
1(T INSTALLATION DETAIL WI MIN.
EDGE DIST.) CONCRETElMASONRY
THE INFORMATION CONTAIEO.INTHIS PROPRIETARYAND COMDENIYMt l -
r
OKAYING
I9 TH t Ty.pF C(15TtSs ;F
SL_"- -"
PVC.
SINGLE HUN L"
AI BY
OTHERS WINDOW STSTEMS, INC. ANY REPRODUCTION IN PARFOR ATA Mi1q(fT THE Ord 8160 WRITTEN
PERWSSION OF CUSTOM WINIXIWSYSTEMS, 114C. CirPROFfS[Y -0. - " - V. 13
7n12008
T
CWS A
REEF: 6 OF 8
DRYWALL 1114* 138• DRYWALL BY OTHERS MIN. EMBEDMENT) (Mitt EMBEDMENT)
CAULKBETWEENBUCK
ANMOPENING By OTHERS
BY OTHERS
CONCRETEIMASONRY—
BY OTHERS
j• ••• 114"MAX SHIM 114' MAX SHIM
SEE .NOTE,2.6 3 ON SHT- 2) (SEE NOTE 2 & 30N SHT. Z)
y .
Y'tis
t •yt'
DRYWALL
BY OTHERS
4 • '
MIN EDGE DIST.f.. Z• •
INSTALLATION ANCHOR, 3116• DIA, • •
MASONRY SCREW w/NEOPRENE 4
CAULK UNDER 5GPR
HEAD BY INSTALLER
y BACKED WASHER THRU SCREW • • ' •
4
INSTALLATION ANCHOR,
o ' • • o..jLy, SUPPORT 4 D A•- 010WOODANCHOR
WINEOPRENE BACKEDCONCRETEIMASONRY .
BY OTHERS • • o • ., o s . . ytTr"• 1 114" MIN EMBEDMENT)
2
A • WASHER THRU SCREW
Y, A 4.,
4
SUPPORT
4
EXTERIOR FINISH
BY OTHERS 1 BY BUCK EDGEMINEDGE• DIST.) • 4...
A
BY OTHERS s 2 BY WOOD BUCK
114• MAX SHIM 4
4
A BY OTHERS
SEE NOTE 2 6 3 ON SHT. 2) NDOW FRAME
PPERIMETER CAULK
BY INSTALLER - 1 BY WOOD BUCK
JAMB PERIMETER CAULK
BYINSTALLER CAULK BUCK
CAULK UNDER SCREW
BY OTHERS BYWS ALRECAULK AND OPENINGEENBY OTHERS
HEAD BY INSTALLER EXTERIOR FINISH
WINDOW FRAME EXTERIOR FINISH BY OTHERS
HEAD QHORIZONTAL SECTION BY OTHERS- -
INSTALLATION ANCHOR, 3116' DIA.
MASONRY SCREW WNEOPRENE
LZJ FRAME (MASONRY)
HORIZONTAL SECTION
BACKED WASHER THRU SCREW FRAME (WOOD)
SUPPORT
CAULK UNDER SCREW
HEAD BY INSTALLER
INSTALLATION ANCHOR, 3116• DIA.
WINDOW FRAME
MASONRY SCREW WNEOPRENE
BACKED WASHER THRU SCREW
SILL SUPPORT
WINDOW jFRAME PERIMETER CAULK 114' MAX SHIM
SILL BY' INSTALLER SEE NOTE 2 8 3 ON SHT. 2)
CAULK UNDER SCREW.-
EXTERIORBYOTHERSINISH .._D • •. .:-• • b .
HEAD BY INSTALLER D • 4 D 1 • D
INSTALLATION ANCHOR, 3116" CIA. D _ D . • 1 111'
MASONRY SCREW WNEOPRENE D '• • . -•' • b . , D
b D. • '
MIN EMBEDMENT)
BACKED WASHER THRU SCREW D . D, • cD.. i p D. b
PERIMETER CAULKSUPPORT DD1D • D
BY INSTALLER Di p• • D' i D D• D, s s bD.,D .,D D., D.•
EXTERIOR FINISH SILL STOOL
BY OTHERS BY OTHERS MIN EDGE DIST.) CONCRETE/MASONRY
IALTERNATE PRECAST SILL DETAIL i
s•. Al••• BY
OTHERS 7
FRAME: VI(MASONRY) UPDATED PER NEW FBCREQUIREMENTS 07/07/08 e.
r o .
e o o . . o . • o... USE SOLID WOOD`.-- n
o o •'.
s o •
SUPPORT TO MAKE o .
o o :, n . •. 's • o
SILL LEVEL BY o. .
o ... . • o' • I`
t
1l4• 2112,
F+- (MIN. EMBEDMENT) C
yyy
c
y :; 00SW44THAVE.
ALA•
FLORlDA44 . 374CONCRETFIMASONRYBY
OTHERS (MIN. EDGE DIST.)` 7_ INSTALLAT(
N DETAIL THRU FRAME -NON IMPACT STRENGTH
STRUCTURALHIGHGROUT
6Y OTHERS VFIR -ALSECTION PROPRIETARY AND CON-TDENTALo p °
o:
i+
VC SINGI.E.HUN ADE 7/712008 7
FRAME(MASONRY) THE INFORMATION WINDOWSYSTEMS.INC.ANY CONTAINEDIN THIS DRAINING IS THE SOLE PROPERTY OF DM REPRODl1CTION
INPARTORASAWHOLE- G
FL P; N062511 e CALE
8100
NITS CWS-154 WRITTEN
PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROFIMTM EV. LETTER; - A HEET:. 7 OF B r •
f'` t( (
A
111111'
T
BYOTHERS a°
CAULK BEHIND FIN Y BWOODBUCK BY OTHERS:.
BY INSTALLER WINDOW WRAP -
INSTALLATION ANCHOR, BYINSTALLER B
WOOD SCREW f4a PERIMETERCAULK-
BYINSTALLER
1/4'
MAX
SHIM SEE NOTE 2
S 3 ON BHT. 2) 2 BY WOOD
BUCK V4' MAX SHIM BY OTHERS WINDOW: FRAME SEENOTE2 3 3 ON SHT. 2) HEAD INSTALLATION ANCHOR,
WOOD
SCREW WINDOW
FRAME I
I MIN
EMBEDMENT) MIN JAMB SHEATHING - BY
OTHERS
EXTERIOR
FINISH WINDOW
FRAME BY
OTHERS WINDOW
WRAP SILL
SY INSTALLER
CAULK BEHIND FIN
BYINSTALLER PERIMETER CAULK
BYINSTALLER
CAULK BEHINDFIN
114"
MAX SHIM BYINSTALLER SEE NOTE
2 & 3 ON SHT. 2) HORIZONTAL SECTION V-8 FIN (
WOOD) PERIMETEkCAULK 2 BY
WOOD BUCK BY INSTALLER BY
OTHERS Y WINDOW WRAP
A
PER NEW FSC R! BYINSTALLER - 4e• y
UPDATED r
INSTALLATION
ANCHOR.
ii
EXTERIOR FINISH e:°
S WOOD SCREW BY itul OTHERS ;
90ASW44THAVE. 1112o
IF
ALA.FLORIDA 344'74 SHEATHINWGBY OTHERS MIN
EMBEDMENT) o °ar ~ INSTALLATION DETAIL WC VERTICAL S_ECT10N
FIN (WOOD) PROPRIETARY
o AND COWDENM ..
a
r . y -.. PVC
SINGLE
HUN L.6tO - - CALF_
THE INFORMATION CONTAINED
IN THIS DRAWING IS THE SOLE PROPERTYOF CU6TOy WINDOW SYSTEMS ING
ANY REPRODUCTION W PART OR AS A WHOLE NiJ1 0(tS TFq r FL..P.
E.
NO. 625T4 a .8100 NRRTEN PERMISSION OF
CUSTOM WINDOW SYSTEMS, ING IS PROHIi" . - e s_ . o, rd `fc.'
OSAee• f tip. T 1.--Imrr
I
f 7i7na CWS
A BOF