206 Ramblewood Dr - BR08-001069 (REPLACE WINDOW) DOCUMENTS3(o0ozStp
CITY OF SANFORD PERMIT
APPLICATIONocofPermit # . ! s9 Date: Q V Job
Address - Description
of Work: 6jzf Ax SLz,::2 Historic
District: Zoning: Value of Work: $ Lk-,- ) I 1 • Permit
Type: Building Electrical Electrical:
New Service - # of AMPS Mechanical:
Residential Non -Residential Mechanical
Plumbing Fire Sprinkler/Alarm Pool Addition/
Alteration Change of Service Temporary Pole Replacement
New (Duct Layout & Energy Calc. Required) Plumbing/
New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/
New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy
Type: Residential J,-,- Commercial Industrial Total Square Footage: Construction
Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #:
l'p i j- (" poy- p4:H 0 (Attach Proof of Ownership & Legal Description) Owners
Name & Address: c* nn
QbboYam{ 30173 Phone: Contractor
Name & Address: Ce ea("n a
0- 1 lJ State License Number: C_ecl 4wYB Phone & Fax
al 3 - 3 Do u ` a Contact Person: i one: Sf 3S3 -7,- Bonding Company:
NIA Address: Mortgage
Lender:
fj Address: Architect/
Engineer: /
J fi Phone: Address: Fax:
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. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORERECORDING
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 pepNt
is verification that I will notify the owner of the property of the requirements of Florida Lien Law,_FS Special Conditions: Signature
of caner/
Agent Date Signa re of Contractor/Agent Date f6lii I Print
Owner/Agent'
s Name P
i
This Instrument Prepared By
HD At -Home Services
6422 Harney Rd. Suite A
Tampa, FL 33610
NOTICE OF COMMENCEMENT
it INYilNNI M010--t UL 14K OP I,'1I4Wt7 IlIJR'f
BI:AINOLt'' t;WNry
illl t t,'lh:.i 1!Il 1 if} % 1 i t!4 )
CLE R1<1 S
R1-1 ON)JFD 03/o5/,, 008 1.a•bP;4b PM
RkGY NDIN6 FEES 10. ()(i
REWPoL.-D NY J Nr kelirt,l h
Permit No. Tax Folio No.
State of Florida
County of 5 .Y_ V.
THE UNDERSIGNED hereby gives notice that improvements 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:
1. Description of property: (legal description of property, and street address if available)
v"v6.Jc,L7 b'. $-73
2.. General description of improvement: . r a c t 5
3. Owner information ^
y.. 0 6(a) Name and address:'<, „ i- ./ g7 i Ly G
b) Interest in property: EL 3 2-7 "7
c) Name and address of fee simple titleholder (if other than owner):
4. Contractor
a) Name and address: T r - 14 o , , b ( ..a er ( Z n 1 c' . W
b) Phone number:'
CERTIFIEDED C5. Surety,
a) Name and address: AYIA MARYANNE M
b) Amount of bond CLERK OF ,jRC,1IT
c) Phone number: SE INO OUN Y.
6. Lender ;
a) Name and address:
b) Phone number: - EPI OL F
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes: WAR
a) Name and address:
b) Phone number:
8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided
in Section 713.13(1)(b), Florida Statutes:
a) Name and address:
b) Phone number:
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 THE OWNER AFTER THE EXPIRATION OF THE
NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMiENTS FINDER 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 BEFO OMMENCING WORK OR RECORDING
YOUR NOTICE OF COMMENCEMENT.
10.
Signature of Owner or Owner's Authorized Officer/Director
Partner/Manager
Signatory's Title/Office
The foregoing instrument was acknowledged before me this &day of F;: b P t by f'-:A A q.
name of person) as OLAI ?l t;-, r (type of authority, e.g r, trustee; attorney in
fact) for ,wr rr. d /`t1(name of party on behalf of whom instrume was,executed). ...
uu..uu nun....mnun.........u"'t - ?:L+C-L—y` `
DOUGLAS MORRISON Signaturel6fNotary Public — State of Florida
Comm# DD0505376 ao pr vp _ Personally known or Produced Identification
E:® = Bonded t'rru (800>432.4264:
a Oi ua a
Pion,', No+ n, As InC • -
AND—
s••••••••••••••••• , RVTr iation Pursuant to Section k.525; Florida Statutes
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge
and belief.
Signature of Natural Person Signing (in Line 0) Above
Revised 7/1/07
91
5 2008 '
Seminole County Property Appraiser Get Information by Parcel Number
r ,
Page 1 of 2
DAviD JowNsot4 CFA, ASA
4,NF4R0, FL 3277t -146a
4C7-665-7SOS
2008 WORKING VALUE SUMMARY
Amendment 1 impact not reflected.
GENERAL Value Method: Market
Parcel Id: 10-20-30-502-0000-0440 Number of Buildings: 1
Owner: MUSICK PENNY Depreciated Bldg Value: 156,006
Mailing Address: 206 RAMBLEWOOD DR Depreciated EXFT Value: 600
City,State,ZipCode: SANFORD FL 32773 Land Value (Market): 33,000
Property Address: 206 RAMBLEWOOD DR SANFORD 32773 Land Value Ag: 0
Subdivision Name: RAMBLEWOOD Just/Market Value: 189,606
Tax District: S1-SANFORD Assessed Value (SOH): 138,405
Exemptions: 00-HOMESTEAD (2005) Exempt Value: 25,000
Dor: 01-SINGLE FAMILY Taxable Value: 113,405
Tax Estimator
Portability Calculator
SALES
Deed Date Book Page Amount Vac/Imp Qualified
QUIT CLAIM DEED 12/2004 05603 0447 $78,500 Improved No
SPECIAL WARRANTY
03/2003 04743 1068 $80,100 Improved No
DEED
SPECIAL WARRANTY
03/2002 04627 0711 $100 Improved No
DEED
2007 VALUE SUMMARY
CERTIFICATE OF
TITLE
10/2002 04574 1448 $100 Improved No Tax Amount(without SOH): $3,233
CERTIFICATE OF 2007 Tax Bill Amount: $2,041
TITLE
04/2002 04379 0131 $100 Improved No
Save Our Homes (SOH) Savings. $1,192
QUIT CLAIM DEED 11/1997 03351 0292 $72,500 Improved No 2007 Taxable Value: $109,374
CERTIFICATE OF
08/1997 03287 0817 $100 Improved No DOES NOT INCLUDE NON -AD VALOREM
TITLE ASSESSMENTS
PROBATE RECORDS 04/1995 02909 0989 $100 Improved No
QUIT CLAIM DEED 03/1986 02797 0989 $100 Improved No
WARRANTY DEED 11/1985 01690 0128 $65,000 Improved No
WARRANTY DEED 08/1980 01289 0974 $58,300 Improved Yes
WARRANTY DEED 04/1980 01267 1364 $100 Vacant No
Find ComDarable Sales within this Subdivision
LAND LEGAL DESCRIPTION
Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS. PickW
LOT 0 0 1.000 33,000.00 $33,000 LEG LOT 44 RAMBLEWOOD PB 23 PGS 7 & 8
BUILDING INFORMATION
Bid
Bid Type
Year
Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost
Num Bit New
Building. 1
SINGLE
1980 6 1,618 2,123 1,618 CONC $156,006 $176,278
Sketch FAMILY BLOCK
Appendage / Sgft OPEN PORCH UNFINISHED / 65
http ://www. scpafl. org/web/re_web. seminole_county_title?p arcel=10203 050200000440&c... 2/29/2008
To Whom It May Concern:
This letter will authorize the following person(s) to act as agent(s) on behalf of THD At -Home
Services, INC, DB/A The Home Depot At -Home Services, 3200 Cobb Galleria Parkway, Suite 200,
Atlanta, GA 30339 to pull for permits and inspections with respect to the installation, maintenance and
repair of windows, siding, and fencing under Florida State Residential Contractor license number
CRC046858.
Authorized person(s):
Brian Kirby
Timothy O'Malley
Jason Laupert
Gregory Kidd
Jim Kirby
Eric De Dios
Jason Kirby
Tyler DeLaria
Don Kirby
John Christianson
Johanna DeDios
C,
Qualifier — Boysie Ramdial
THD At -Home Services, INC
The Home Depot At -Home Services
ZOCo RAr bL',E WOOD '10iL
10 -- ZO - 30 - 50Z-- COW - 0440
STATE OF FLORIDA
COUNTY OF HILLSBOROUGH
The foregoing instrument was acknowledged before me this 18th day of February, 2008 by Boysie
Ramdial.
otary Publicof • ..
Printed
My Co mission Expires
Personally known _x_ or Produced Identification
SAMANiNA 08785
0
CAm 2512010Explrea101
sa Notary;, IncFlodd
THD At -Home Services, Inc.
6422 Harney Road, Suite A • Tampa, FL 33610
813-383-7000 • Fax 813-630-4112 • Toll Free 866-653-8438
19 :7iV
By Douglas Morrison
1(4071 625-5192
THE HOME DEPOT
DIAGRAM SHEET
Date 2/18/2008
Customer Name Musick
Job # 3600547
BED # 1 7
6 BED # 2 PL • RE Ew
rD
1NS 1
CI•oF •SANFO D
BATH ® _. f+t
i
z
FAM
3 4 5
BATH DIN KIT BED # 3 O -t pE lll#' ' 1106
DATE:. . . .3 : 6
MBED LIV
O O
ENTRY
GAR OFFICE ..
o ......
I
o
NOTES: ~- MEAN ROOF HIGHT— 1 U' Feet
Overall Length 55'
1. the outline of the house and indicate all windows and doom Overall width 58'
Draw
2. Number the windows to be replaced with the corresponding number from the Spec Sheet "Measure Mean Roof Height from the ground
the Exposure Category***
3. Measure and list the distance from each comer of the home to the closest window To a point that is halfway to the peak to eave
4. Indicate which window Is ) will meet Egress Code requirements in the bedroom ***To be completed by Permit Coordinator
At least 1 window or exterior door must meet the Egress Code Requirements
rl 4 D 0 W S P E C f F I C A 110 [4, S - f. E_ Pal J 6
Djob#: C*N4 ate:
t"isting Afindovv
Measureinent,; Grids pattel
New Window
1,2
n F a, t t: ce. r r Pattern'
Al
2 Window Hinge Locations
Z-
LU
Locnflan Style mew Style Series
Rough Opening 0 -F, 15 W002D
0
12 'C :E
is Glass Misc. Csmt, CPC, Bay, Bow,
011 Options Iten-18 Patio & Garden Do DraL
Z Ftoor) Code Yi fit "Code Code" L) Ul 0 2- Code" ode" (from outside, Lt to W)
Roar i
Y-
J J
2 Tn
V0At
JJL 7 37 7z/
A07
6 ZPV"
z W 41 17 IV7
8 1 T01 Y VOLA4,112 W I.S Z4 q1
F]_ 10
Grid Pattern and Location MUST be indicated.
2 If a qinalp window or mulled windows require multiple and r)atterns indicate location and pattern in the additional spaces provided. Windavv Door Wraps
3 For Csrnts, CPC, Bay or Bow, use "L", "R" or "S" (Stationary). For Patio & Garden Doors, use "S" (Stationary) or "X" (Operating).
BAY / [33MV WINDOW
Projection Angle: (Bay: 300 or 450)
Bay Window Flankers - DH / Csmt.
Seatboard Material - Birch or Oak,
New Interior Casing (Bay/Bow,/Garden/Patio Doors)
Clarnshell (CL) or Colonial (CO)
SFFECIAL CO NSIDE RATIO Nf S:
GARDEN WINDOWS
Top of krifindowto Soffit (inches) WALL THICKNESS 4 (inches)
Width of Overhang (inches) SEATBOARD MATERIAL If
tied to Soffit, color of Soffit material Specify Birch or Oak Veneer or White Pionite 4
Construct
Roof I ( LY,. T/No)Additional charge for wall thickness of 6" or more. 3
There is no guarantee that new shingles will match existing color. I
have revievfed and agree with ndl the job specifications above and the Special
Terms and Conditions on the back of the yellow (Custorner) copy. A
ta mer Eignature, Date v/ 7202VV
11-
23-05 SFC-W-V\OV White - The Home Depot Yellow - Customer Pink- Sales Consultant I
Flmn'daBuilding Code Online ocIS
Home | Loom | Hot Topics i Submit Surcharge statswFacts | Publications | pacstaff | scIsSite Map i Links | search | Approval USER:
Public
User Product Approval
Menu > Product or Application Search Application JLis > Application Detail FL# FL6941
Application Type
New Code Version
2004 Application Status
Approved Comments Archived
F
Product Manufacturer
Authorized Signature
Technical Representative
Quality Assurance
Representative Sikxadine Building
Products Corp. One 6i|
ver|ineDrive North Brunswick,
N]OQ9O2 7]2)
435-1000 Pete Thornton
bttp://www.
flcridabui}ding..o 2foRM43UbWNNb0Ehw6VIKIeVUHQg— 9/20/2007
Florida Building Code Online Page 2 of 4
Address/Phone/Email
i
Category Windows
Subcategory Horizontal Slider
e
Compliance Method Evaluation Report from.a Florida Registered Architect or a Licensed
Florida Professional Engineer
r Evaluation Report - Hardcopy Received
I
a
Florida Engineer or Architect Name who Wendell W. Haney
developed the Evaluation Report
Florida License PE-54158
Quality Assurance Entity National Accreditation and Management Institute
Validated By L.F. Schmidt, P.E.
Certificate of Independence FL6941 RO COI Certificate of Independence.pdf
Referenced Standard and Year (of Standard Year
Standard)
101/I.S.2/A440 2005
i
Accepted Engineering Practice 2004
9 - ASTM E1300 2002
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
http://www. flor.ldabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDqu%2foRM43 UbWNNbGQXeU8Ehw6 VIKI eVUHQg... 9/20/2007
Florida Building Code Online Page 3 of 4
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
06/19/2006
06/22/2006
06/30/2006
07/12/2006
Summary of Products
FL # Model, Number or. Name Description
6941.1 8700 HD Series - HorizontalFaSlider Extruded Vinyl Horizontal Slider Window with Nailing
Fin - 2 Panel (OX) or_(XO)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL6941 RO II INST 6941.1.pdf
Approved for use outside HVHZ:,.Yes Verified By: Wendell W. Haney, P.E. 54158
Impact Resistant: No Evaluation Reports
Design Pressure: +50.0 /-50.0 FL6941 RO AE EVAL 6941.1.pdf
Other: See INST 6941.1 for any additional use
limitations and installation instructions.
6941.2 7[b. 8700 HD Series - Horizontal Extruded Vinyl Horizontal Slider Window - 2 Panel
lider OX) or (XO)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL6941 RO II INST 6941.2.pdf
Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158
Impact Resistant: No Evaluation Reports
Design Pressure: +50.0 /-50.0 FL6941 RO AE EVAL 6941.2.pdf
Other: See INST 6941.2 for any additional use
limitations and installation instructions.
Back !Next
DCA Administration
Department of Community Affairs
Florida Building Code Online
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu%2foRM43UbV NNbGQXeU8Ehw6V1K1eVUHQg.
i—
9/20/2007
Florida Building Code Online Page 4 of 4
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
850) 487-1824, Suncom 277-1824, Fax (850) 414-8436
2000-2005 The State of Florida. All rights reserved. Copyright and Disclaimer
Product Approval Accepts:
F--- Mal F7777ECimcft
kq A,
http://www.floridabuilding.orglprlpr—app_dtl.a.spx?param=wGEVXQwtDqu%2foRM43UbW-NNbGQXeUSEhw6VIKIeVUHQg... 9/20/2007
RW
i
C
Report No.:
Date:
Product Category:
Product sub -category:
Product Name:
Manufacturer:
R W Building Consultants Inc
Consulting and Engineering Services for the Building Industry
Pi0. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989
Florida Board of Professional Engineers Certificate of Authorization No. 9813
Product Evaluation Report
FL 6941.2
June 21, 2006
Windows
Horizontal Slider
8700 HD Series
Horizontal Slider Window Extruded Vinyl
Silverline Building Products Corporation
One Silverline Drive
North Brunswick, NJ 08902
Phone — 732.435.1000 Facsimile — 732.247.6820
Scope:, This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W.
Haney, P.E. (System ID # 1993) for Silverline Building Products based on Rule Chapter No. 9B-
72.070, Method 1 d of the State of Florida Product Approval, Department of Community Affairs -
Florida Building Commission.
RW Building Consultants and Wendell W. Haney, P.E. do not have nor will acquire financial
interest in the company manufacturing or distributing the product or in any other entity involved
in the approval process of the product named herein.
This product has been evaluated for use in locations adhering to the Florida Building Code (2004
Edition) and where pressure requirements, as determined by Chapter 16 of The Florida Building
Code,do not exceed the following design pressures:
Design Pressure Rating:
Maximum Design Pressure Rating Positive 50.0 PSF Negative 50.0 PSF
See Limitations for size restrictions)
See Drawing No.: FL 1042 prepared by R W Building Consultants, Inc. and signed and sealed by
Wendell W. Haney, P.E. (FL # 54158) for specific use parameters.
Wendell W. Hailey, P. .
FL No. 54158
June 21, 2006
FL 6941.2 PF 985 Sheet 1 of 3
o
Limitations
I. The 8700 HD Series Horizontal Slider Window Extruded Vinyl has been evaluated and meets the
requirements for use within the State of Florida excluding the "High Velocity Hurricane Zone".
2. When used in areas requiring wind-borne debris protection this product is required to be protected
with an impact resistant covering that complies with section 1609.1.4 of the Florida Building Code.
3. Size Limitations:
Configurations MAX. Width MAX. Height
XO or OX 86.00" 66.00"
4. See Drawing # FL 1042 for Design Pressure Ratings.
G
Wendell W , aney, E
FL No. 54158
June 21, 2006
FL 6941.2 PF 985 Sheet 2 of 3
Supporting Documents
A Drawing
1. Drawing No. FL 1042 titled 8700 HD Series Horizontal Slider Extruded Vinyl Fin prepared
by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of
Authorization, No. 9813) signed and sealed by Wendell W. Haney, RE.
B Tests Performed
1. Testing per 101/I.S. 2/A440-05 as performed by Architectural Testing, Inc. and reported in
test report number 64760.02-109-47, dated June 8, 2006, signed by Steven M. Urich, P.E.,
Senior. Project Engineer.
2. Testing per 101/I.S. 2/A440-05 as performed by Architectural Testing, Inc. and reported in
test report number 63798.01-109-47, dated April 6, 2006, signed by Steven M. Urich, P.E.,
Senior Project Engineer,
3. Plastics testing in accordance with the "High Velocity Hurricane Zone" substantiated by
Issuance of Miami -Dade Notice of Acceptance 03-1110.03, expiring August 15, 2007
C Calculations
1. Anchor Analysis for loading conditions, prepared, signed and sealed by Wendell W.
Haney, P.E.
2. Buck anchor analysis for loading conditions, prepared, signed and sealed by Wendell W.
Haney, P.E.
3. Glass Load Resistance Report ASTM E1300-02 prepared by Wendell W. Haney, P.E.
D Other
1. Certificate of Participation issued by National Accreditation & Management Institute, Inc.,
certifying that Silverline Building Products Corporation is manufacturing products within a
quality assurance program.
Wendell W. IJ ey, P.E.
FL4 No. 54158
June 1212006
FL 6941.2 PF 985 Sheet 3 of 3
LINE
BUILDING PRODUCTS CORP.
1 SILVERLINE DRIVE NORTH BRUNSWICK, NJ 08902 PH. 732.435. 1000
8700 HD SERIES
HORIZONTAL SLIDER WINDOW
EXTRUDED VINYL
GENERAL NOTES
1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN
COMPLIANCE WITH THE 2004 FLORIDA BUILDING CODE
EXCLUDING THE "HIGH VELOCITY HURRICANE ZONE".
2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS
SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
3. WHEN USED IN AREAS REQUIRING WIND—BORNE DEBRIS
PROTECTION THIS PRODUCT IS REQUIRED TO BE
PROTECTED WITH AN IMPACT RESISTANT COVERING THAT
COMPLIES WITH SECTION 1609.1.4 OF THE FLORIDA
BUILDING CODE.
4. FOR 2X STUD FRAMING CONSTRUCTION, ANCHORING OF
THESE UNITS SHALL BE THE SAME AS THAT SHOWN FOR
2X BUCK MASONRY CONSTRUCTION.
5. CONDITIONS NOT COVERED BY THIS DRAWING ARE SUBJECT
TO. FURTHER ENGINEERING ANALYSIS.
TABLE OF CONTENTS
SHEEP // DESCRIPTION
1 TYPICAL ELEVATION DESIGN PRESSURES & GENERAL NOTES
2 HORIZONTAL & VERTICAL CROSS SECTIONS 2X BUCK
3 HORIZONTAL & VERTICAL CROSS SECTIONS 1X BUCK
4 BUCK & FRAME ANCHORING
5 BILL OF MATERIALS. COMPONENTS & GLAZING DETAIL
FRAME WIDTH
X O
Q
W,
o;
XO OR OX
OVERALL OVERALL GLASS DESIGN PRESSURE (PSF)
DAY LIGHT TYPE
POSITIVE NEGATIVEFRAME _
DIMENSION DIMENSION
1/8" ANNEALED
73.00" X 63.00" 32.93" X 56.25" AIR — 50.0 PSF . 50.0 PSF
1/8" ANNEALED
1 /8" ANNEALED
86.00" X 66.00" 39.43" X 59.25" AIR — 35.0 PSF 35-0 PSF
1/8" ANNEALED
D TE:06/19/06 i
SC11.E: N. T. S.
DWC.. BY: EW m
GNR. erg WWH 3
DRAWING ND.:
m
FL— 1042 0
SNEER 1 or 5
2" MIN. 2" MIN.
FROM EDGE FROM EDGE
TYP.) TYP.) 7
Z ^
v
m
W
1
C--
2
WXU
a N
Nv
3
O
D
EXTERIOR / INTERIOR
4
13 3
12
14
0 9
5
w
6
20
8
7 7 11
z o 13
24
19
V
0.75 w
o 0
10 MIN. E.D.
32
18
w a
co
25 23
27 v C + II I
r
1 1
2 3
1-1/4" MIN.
EMB. (TYP.)
27
32
INT RIOR
v
21
J7
v
72,
U > 0
O
W
a
28
31 1/4" MAX. JL SHIM SPACE 34 22 71 3
TYP.) 15 EXTERIOR
DMCAL CROSS SECTION - - [ 2,, HORIZONTAL CROSS SECTION
2X BUCK INSTALLATION - U 2X BUCK INSTALLATION
N.T. S
By EW m
er, WWH 3
NG NO.:
tt
FL-1042 a0
2 OF S
2-1/2" MIN. 2-1/2" MIN.
FROM EDGE FROM EDGE
TYP.)
EXTERIOR
7VERTICAL CROSS SECTION
U SHOWN W1 X SUB -BUCK SUBSTITUTING
CONCRETESCREWS FOR SCREWS PER
SECTION 1714.5.4.2 OF THE FLORIDA
BUILDING CODE.
SASH STOP
3 l VERTICAL CROSS SECTION O HEAD
3 SHOWING FIXED WINDOW W/SASH STOP
SASH BRACKET
a) VERTICAL CROSS SECTION ® SILL
3 SHOWING FIXED WINDOW W/SASH BRACKET
1-1/4" MIN.
EMB. (TYP.)
9 13
6
a
7 11
24 INS
zw
a 21
12
N < +
O
23
SEE NOTE 2 z +
SHEET 4
Boa a
O 33
1 30 22 i 1 3 15 EXTERIOR
1/4" MAX.
SHIM SPACE
2 HORIZONTAL CROSS SECTION
TYp) 3 SHOWN W 1 X SUB -BUCK SUBSTITUTING
CONCRETE SCREWS FOR SCREWS PER
SECTION 1714.5.4.2 OF THE FLORIDA
BUILDING CODE.
2X BUC
MASONRY
OPENING
ADDITIONAL ANCHOR REQUIRED
ON UNITS LARGER THAN 73" X 63
3
3"--I
r.
2X BUCK
X c
i F— Z FRAME
c0 U
Z0 MASONRY
OPENING
BUCK ANCHORING
NOTES:
1. 3/16" TAPCONS REQUIRE A MINIMUM 2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 2-1/4"
CLEARANCE TO ADJACENT TAPCONS.
2. 1/4" TAPCONS REQUIRE A MINIMUM 2-7/2" CLEARANCE TO MASONRY EDGES AND A MINIMUM 3"
CLEARANCE TO ADJACENT TAPCONS. -
W/2X BUCK
31 INSTALLATION
29 W/1X BUCK
INSTALLATION
SEE NOTE 2
TYP, HEAD, SILL
W/2X BUCKJAMBS78INSTALLATION
W/1X BUCK
35 INSTALLATION
SEE NOTE 2
INSTALLED THROUGH
THE ALUMINUM
SILL PLATE.
FRAME ANCHORING
N.T.S.
Err: EW
BY: WWH
NG NO.:
FL-1042
4 OF 5 C
BILL OF MATERIALS
ITE DESCRIPTION MATERIAL
1 EXTRUDED VINYL PVC HORIZONTAL SLIDER FRAME
HEADER BY SILVERLINE #8701 (0.075" WALL THK:)'
VINYL
2 EXTRUDED VINYL PVC HEAD & SILL INSERT
BY SILVERUNE #8722 (0.065" WALL THK.)- -
VINYL
3 EXTRUDED, VINYL PVC WINDOW GLAZING BEAD
BY SILVERLINE #2217 (0.062" WALL THK.)' -
VINYL
r -L
BY SILVERUNE #8704 (0 070"WALL THK.)'
EXTRUDED VINYL PVC SLIDER SASH BOTTOM RAIL
BY SILVERUNE #8704 (0.070" WALL THK.)'
EXTRUDED VINYLPVCSLIDER SASH LOCK STILE BY
SILVERUNE #8708 (0.070" WALL THK.)' EXTRUDED
VINYL PVC SLIDER SASH PULL STILE BY
SILVERLINE #8706 (0.070" WALL THK.)' EXTRUDED
VINYL PVC HORIZONTAL SLIDER FRAME CII
I Q, — 11-1 1— -- — nee —... - 1
8". ANNEAL...- AIR - 1/8" ANNEAL. 13
METAL GLAZING SPACER 14
GLAZING -SETTING BLOCK 15
WINDOW SCREEN 16
WEATHERSTRIP PILE W/CENTER FIN .270" x .P. SASH
TOP.& BOTTOM RAILS BY ULTRAFAB INC. 17
WEATHERSTRIP PILE W/CENTER FIN .270" x .31 Ilul!
VINYL
TI{
3.
740" —--1 I
rn
o N
ry 1
N
7/
16" 611
t x
a` HORIZONTAL
SLIDER FRAME HORIZONTAL SLIDER FRAME GLAZING
DETAIL 8
1 HEADER
WITH
7/8" ANNEALED VINYL
SILL INSULATED
GLASS VINYL
ALUM.
ALUM.
2250" $48" GLAZING
BEAD PILE
o m v
o
I
P
E
p
3 S
i
j _
6 N
3
ALL
STILES. BY ULTRAFAB INC- 18
8 -X 1-1 2" PFH -SMS STEEL 19
8.X 58" PPH SHEET METAL SCREW STEEL 20
HORIZONTAL SUDER ROLLER ASSEMBLY 21-
SASH LOCK HARDWARE, LATCH -& KEEPER BY SILVERLINE 22
EXTRUDED VINYL PVC SLIDER - SASH .KEEPER STILE BY
SILVERUNE #8707 (0.07O" WALL THK.)` VINYL
23.#
8 X 1" PPH:.SMS STEEL 24
GLAZING COMPOUND DOW #1199 SILICONE S ICON 25
1 4" MAX. SHIM SPACE WOOD 26
1X BUCK WOOD 27 -
2X BUCK . _.. - : .... ,. : WOOD 28
3 i6" X 2-3.4"' PFH TAPCON STEEL 29
1/4" X 3-1/4" HH TAPCON - STEEL 30
MASONRY CONCRE 31
10 X 2 1/4" PPH SMS - STEEL 32
CAULK SILICON[ 33SASH
BRACKET NYLON
34
SASH STOP NYLON 35
1 4" X. 2-3 4" PFH TAPCON STEEL THE
APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS
ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN AAMA
CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. I
7/
8" THICK GLASS
1/
8" ANNEALED` 4 6
z i a °
o
o'
er^ AIRU
n r
U <
v 1/
8" ANNEALED ilz om°ao E
Q w
0
r
mN
075"
P -{ 1.539" ILJI
1I .
100" 1.
155" F- o 0
HORIZONTAL
SLIDER FRAME SILL STRAP ANCHOR 1 HEAD & SILL INSERT . LOCK STILE REINF. J
SIDE JAMB J 1 .
562" r i 1.
431 1.
562' -J
1-562' W
F 1.431--- JjQ in _
A—
T" o 0 N
N
N Z
G NCDcn
wrE
06/19/06 i Sc
E: N.T.S. WWH ?
1
SASH PULL STILE SASH LOCK STILE SASH KEEPER STILE SASH TOP RAIL SASH BOTTOM RAIL -6w —NO FL-
1042 °o
SHEET
S Of S