HomeMy WebLinkAbout2008 S Summerlin AveApplication No:
D
MAY 0 1 g11
CITY OF SANFORD
3 & FIRE PREVENTION
PERMIT APPLICATION
Documented Construction Value: $ 1 ,-3 5-a " oa
Job Address: 0167016 S . 5X/m m urLLnJ "6
Parcel ID:
Description of Work: V'Cgz1 C6 uz
Plan Review Contact Person:
Historic District: Yes No
Zoning:
Title:
Phone: Fag:_M- `l % E-mail: —
Property Owner Information
t!UNamePlL'M Lc7q I-C /R 0 1 (,Jv J
Street: ZO''' 7 ' 5 - 5 dkn /n tyL"-C AW
City, State Zip: S OILP a '51M t2
ie 6i
Phone:
Resident of property?:
Contractor Information
Name /`°,W Phone: 'lit ' Z %" S S5
Street: Fag:
City, State Zip: 4/& State License No.: 6'6c Architect/
Engineer Information Name:
Phone: Street:
Fag: City,
St, Zip• E-mail: Bonding
Company: Mortgage Lender: Address:
Address: PERMIT
INFORMATION Building
Permitel Square
Footage: Construction Type: No. of Stories: No.
of Dwelling Units: Flood Zone: Electrical
Plumbing New
Service - No. of AMPS: New Cons ction - No. of Fixt res: Mechanical (
D ayout quired for new systems) Fire rinkler/Alarm No. of eads: Ai
6
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 of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING: AIIUTILITIES:
COMMENTS:
liv -- & (fbi U
SiglWJeofContractor/Agent Date
Print Contractor/Agent's Name
Signatu
tPpy pVe DEBBIE BLANTON
a°. Notary Public -State of Florida
My Comm. Expires Feb 25, 2015
F
Commission EE 60182
Bonded Through National Notary Assn.
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
ENGINEERING: FIRE: BUILDING: 41.ze
Rev 11.08
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
PARCEL DETAIL,
ORhD JOM'5011, CFA, ASA
PROPERTY
APPRAISER
SEMINOLE OOUNTY FL
1101 E.FlssrsT
9AHF=0, FL32771-1485
407-®657755 VALUE
SUMMARY VALUES
2011
Working
2010
Certified
Value
Method Cost/Market Cost/Market GENERALNumber
of Buildings 1 1 Parcel
Id: 31-19-31-504-1100-0150 Depreciated
Bldg Value 37,588 47,083 Owner. HAMILTON ALMETA T Depreciated
EXFT Value 0 0 MailingAddress: 2008 S SUMMERLIN AVE Land
Value (Market) 12,353 13,725 City,State,ZipCode: SANFORD FL 32771 Land
Value Ag 0 0 PropertyAddress: 2008 SUMMERLIN AVE SANFORD 32771 Just/
Market Value 49.941 60,808 SubdivisionName: BEL-AIR SANFORD Portabifty
Adj 0 0 TaxDistrict: Si-SANFORD Exemptions:
00-HOMESTEAD (1997) Save Our Homes Adj 2,651 14,217 Amendment
1 Adj 0 0 Dor. 01-SINGLE FAMILY Assessed
Value (SOH) 47,290 46.591 Tax
Estimator Portability
Calculator 2011
TAXABLE VALUE WORKING ESTIMATE Taxing
Authority Assessment Value Exempt Values Taxable Value County
General Fund 47,290 47,290 0 Amendment
1 adjustment Is not applicable to school assessment) Schools 47,290 25,000 22,290 City
Sanford 47,290 25,000 22,290 SJWM(
SaintJohns Water Management) 47,290 25,000 22,290 County Bondsl
47.2901 25,000 22,290 Potential Portability
Amount is $2 561 The taxable
values and taxes are calculated using the current years working values and the prior years approved miliage rates. SALES Deed
Date
Book Page Amount Vac/Imp Qualified 2010 VALUE SUMMARY WARRANTY DEED
07/1996 03 003 1420 $54,900 Improved Yes Tax Amount (without SOH): 465 SPECIAL WARRANTY DEED
10/1995 02978 1011 $28.400 Improved No 2010 Tax Bill Amount: 328 SPECIAL WARRANTY DEED
01/1995 02930 1160 $100 Improved No Save Our Home s_(40JH Savings: 137 CERTIFICATE OF TITLE
05/1995 02918 1121 $100 Improved No 2010 Certified Taxable Value and Taxes DOES NOT INCLUDE
NON -AD VALOREM ASSESSMENTS WARRANTY DEED 12/1989 02138 0214 $38,000 Improved Yes Find Comparable Sales
within this Subdivision LAND LEGAL DESCRIPTION
Land
Assess Method
Frontage Depth Land Units Unit Price Land Value PLATS: Pick... FRONT FOOT & DEPTH
61 118 .000 225.00 $12,353 LEG S 39 FT OF LOT 15 + N 22 FT OF LOT 16 (LESS W 7 FT FOR ALLEY) BLK
11 BEL-AIR PB 3 PG 79 & 79A BUILDING INFORMATION Bid
Num Bid
Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est Cost New kech 1
SINGLE
FAMILY
1960 . 3 792 1,162 1,022 CONC BLOCK $37,588 ket Sketch 52,
941Appendage /
Sgft OPEN
PORCH UNFINISHED / 80 Appendage / Sgft UTILITY
FINISHED / 60 Appendage / Sgft ENCLOSED
PORCH FINISHED / 230 NOTE: Appendage Codes
included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment Enclosed Porch Finished Base Semi Finshed OTE:
Assessed values
shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. Ifyou recently purchased
a homesteaded property yournextyear's property tax will be based on Just/Market value. http://www.scpafl.orglweb/
re web.seminole county title?parcel=31193150411000150&c... 6/16/2011
MEws vir
WNEELS[Mg Work Write Up for Weatherization Program
To Contactor:
Items listed on the work write up may not pertain to your core business function. These items should be bid under the umbrella of your company through licensed
contractors such as Plumbing, Electrical, HVAC, Roofing Etc. It is your responsibility to pull permits and provide results pertaining to your business function
according to Local Municipality and Code and or provide the same from licensed contractors pertaining to Plumbing, Electrical, HVAC, Roofing Etc. You are
required to provided Certified Payroll for all work performed on residence, for your company and all sub -contractors hired by you. Any house or trailer built pre 1978
will require EPA Lead -Safe Work Practice or Lead Testing to be performed by a EPA Lead -Safe Certified Firm. Photos of EPA Lead -Safe Work Practice or
Documentation Supporting Negative Test Results are required for agency documentation & client file. If additional items are needed in conjunction with a Work
Write Up Item, you must provide an addendum explaining repair. In order for payment to be processed you must provide the Payment Request Form, Signed Invoice
Release of Lien, Passed Permits, LSW Documentation for pre-1978 homes & Davis Bacon Compliance. Additional info may be required. All Work and Punch List
Items must be 100% complete. Prices & items may be subject to change, to meet budget requirements. if so, price and item changes will be agreed upon verbally.
The bid will then be adjusted, signed by MOW as (Addendum to Bid), and sent back to you. You are required to sign as (Acceptance of Addendum to Bid) and send
back to MOW. MOW will then sign as (Acceptance of Bid) and send back to you. Work may begin. Al specifications, terms and conditions shall be as described in the
OWNER/CONTRACTOR AGREEMENT and the FLORIDA WEATHERIZATION HANDBOOK, MATERIALS, INSTALLATION and WORKMANSHIP STANDARDS.
Item # Description of Materials/Services Required Priority # Material Labor Total
1 Replace door D-1 wAockset, deadbolt& peephole 1 150.00 100.00 250.00
2 Replace door D-2 wnockset, deadbolt, 1 150.00 100.00 250.00
3 Replace awning windows, W-1, W-2, W-6, W-7, W-8, W-9, W-10, 1 500.00 350.00 850.00
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
NAME: JAImeta Hamilton DATE: 1 416120111 $ 1,360.00
IBuilt 1960 JOB # lahamftton5.11
ADDRESS: 12008 Summerlin ave. Sanford fl 32771 PHONE: 407) 212-8330
Notice to Bid
Please inspect the property and submit the work -write up with your cost to me NO LATER THAN 5-5-2011. If your bid meets the criteria, you will
be contacted with the Notice To Proceed With Work, signed, with a time frame for rk to be completed in.
Contractor. VGy Signature: Date:
Addendum to Bid: Date:
MOW
Notice To Proceed With Work
Your contract and proposal for homeowner repairs and upgrades at the above mentioned address. Owners have been examined and
accepted by the Weatherization Program staff. Items have meet the approval of the client. Items mentioned above are to be completed within the specified
time frame. You may begin work on XX-XX-2011. You shall complete all work on or before XX-XX-2011.
Acceptance of Bid: Date: Jay Curbow / Weatherization Manger
MOW (may proceed) Meals on Wheels Etc.
Acceptance of 2801 S. Financial CL Sanford FL, 32773
Addendum to Bid: Date: Office: 407-333-8877 exL1141 Fax 407-829-2468
CONTRACTOR (sign & send back) Cell: 321-388-4829
Florida Building Code Online so
Page 1 of 4
PERMIT # It--17J?
it
fi E
BaS Home ; Log In User Registration Hot Topic Submit Surcharge Stats & Facts Publications •FBC Staff t BCtS Site Map Links Search ,
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USER: Public User
Product Appel f4gnu > Product Of Apptfcatlon Search > App 0gon ust > Application Oetall
FL # FL11136
Application Type New
Code Version 2007
Application Status Approved
Comments
Archived
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls, OR 97601
800)535-3936
fbc@jeld-wen.com
Authorized Signature Janet Gerard
fthc0jeld-wen.com
Technical Representative Steve Saffell
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls, OR 97601
541)882-3451 Ext2900
stevesa@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency Miami -Dade BCCO - CER
Validated By Miami -Dade BCCO - VAL
Referenced Standard and Year (of Standard) E"ndard Year
TAS-201 1994
TAS-202 1994
TAS-203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
http://www.flori(labuilding.org/pr/pr app dtl.aspx?param=wGEVXQwd)gttaGsIp3Gvui5... 3/29/2011
e a 9/16"
6"--1
SEE DETAIL D
15 16 7 9
ep ,
15 16"
15 16" n
15 18"
7 9
i0
15 i6"
SEE DETAIL 8
15 16" A
a l
rAlysRrNc LAUNI T M
f
DETAIL A 1
6"
1' 5%1 ' —0
1'-0 ly16.
1'-0 9%1
1'-0 %1
1'-0 b
1'-0 L/18
SEE DETAIL D
8
I
SEE DETAIL A
7 9_
4
5' _
2 -2"
7 9
SEE DETAIL B
C C
7 9
SEE DETAIL C g•{ 6 -'i `
NSi ,Sllr six Auivr Ixl
SCALE:' 112' =1'-0"
ALL DOOR MODELS ARE VIEWED
FROM THE EXTERIOR SIDE
DFi'TAIL C DATA IL D
7c". 8" -1'-0" SCALE. 3" =1'-0"
2'
2'-2"
DETAIL C
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FLORIDA P.E. N0. 56881AS NOTE
um we, FAG
cm mS. SAP
w awicaen aaxm'ra DC9970-1
FM1 Rt Wp,
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Jeld Wen Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's parts and sections drawings.
2. Drawing No "DC9970-1", titled'V-8" & 8'-0 Single Inswing Opaque Steel Edge", sheets 1
through 5 of 5, dated 12-07-07 and last revised on 02-05-08, prepared by the manufacturer,
signed and sealed by Nimesh Bhaysar, P.E.
B. TESTS (Photo copies from files # 02-1211.11), original test report conducted per SFBC, 201,
202 and 203-94, now termed as FBC, TAS 201, 202 and 203-94.
1. Test report on
1) Air Infiltration Test, per TAS 202-94
2) Uniform Static Air Pressure Test, Loading per TAS 202-94
3) No Water Resistance Test performed.
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per PA 202-94
along with marked -up drawings and installation diagram of single outswing and inswing
residential insulated steel doors, prepared by Certified Testing Laboratories, Test Report No(s)
Test Report No. CTLA455W, dated October 11, 1999 and CTLA650W, dated January 03, 2001
and, both signed and sealed by Ramesh Patel, P.E.
C. CALCULATIONS:
1. Anchor calculations prepared by O.M. Engineering Services Inc., dated 02-06-08, signed and
sealed by Nimesh Bhaysar, P. E.
D. QUALITY ASSURANCE BY;
1. Miami -Dade County Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS (Photo copies from files # 02-1211.11)
1. Tensile Test prepared by Certified Testing Laboratories, Test Report.No. CTLA455W, dated
October 11, 1999, for steel samples, tested per ASTM E8-93a, signed and sealed by signed
and sealed by Ramesh Patel, P.E.
2. Test Report No. ITS-J99006660-001, prepared by Intertek Testing Services NA, Inc., issued
to Jeld-Wen Research and Development, dated April 8, 1999, for samples of foam, tested per
ASTM E 84-94 "Standard Test Methods for Surface Burning Characteristics of Building
Materials" and ASTM D 1929-91A "Standard Test Method for Ignition Properties of
Plastics". signed and sealed by Douglas Keith Tucker, P.E.
F. STATEMENTS
1. -Letter of conformance & "No financial interest" dated February 01, 2008, signed and sealed
by Nimesh Bhaysar, P.E.
2. Laboratory Statement of compliance, part of the test report CTLA455W & CTLA650W,
signed and sealed by Ramesh Patel, P.E.
F. OTHER
1. This NOA renews NOA # 02-1211.11, expiring February 11, 2008.
je, ,. 1. Ll, ""A'
haq I Chanda, P.E.
Product Control Examiner
NOA No 08-0208.06
Expiration Date: February 11, 2013
Approval Date: March 20, 2008
E-1
p
COUNTY
MMMI DADE COUNTY, FLORIDA
METRO -DARE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563
305) 375-2901 FAX (305) 375-2908
NOTICE OF ACCEPTANCE (NOA) www.buildingeodeonline.com
Jeld Wen Inc.
3737 Lakeport Blvd.
Kalamath Falls, OR 97601
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by MiamiDade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "6'-8" & 8'-0' Single Inswing opaque Steel Doors
APPROVAL DOCUMENT: Drawing No "DC9970-1", titled'W-8" & 8'-0 Single Inswing Opaque Steel
Edge", sheets 1 through 5 of 5, dated 12-07-07 and last revised on 02-05-08, prepared by the manufacturer, signed
and sealed by Nimesh Bhaysar, P.E., bearing the Miami -Dade County Product Control renewal stamp with the
Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division.
MISSILE IMPACT RATING: Large Missile Impact Resistant
Limitation: Units are not rated where water infiltration is needed, unless complies with exception per FBC.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 02-1211.11 andd consists of this page 1 and evidence page, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq L Chanda, P.E.
NOA No 08-0208.06
MM CQm'rn Expiration Date: February 11, 2013
Approval Date: March 20, 2008
0 Page 1
Florida Building Code Online Page 2 of 4
C
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
07/21/2008
07/23/2008
07/28/2008
09/15/2008
y of ProductsSurpMar
Model Number or Na Description
Steel, Steel Ed a in W d Frame T-0" x W-8", Opaque, Sin le Door, In-swinsE11136.1
of Us Ce
r use in HVHZ: Yes
Approved for use outside HVHZ: Yes FL11135 RO_C CAC 2007 Compliance Letter for NOA
Impact Resistant: Yes 08-0208.06.pdf
Design Pressure: +80/-80 Quality Assurance Contract Expiration Date
Other. Product must be installed per manufactures 02/11/2013
Instructions as stated on NOA Installation Instructions
FL11136_RO_II 08-0208.06.pdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11136.2 ISteel, Steel Edge in Wood Frame 3'-0" x 6'-8" O a ue, Single Door Out -swing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL11136 ROC CAC 08-0208,07.pdf
Approved for use outside HVHZ: Yes FL11136 RD C CAC 2007 Compliance Letter for. NOA
Impact Resistant: Yes 08-0208.07.pdf
Design Pressure: +80/-80 Quality Assurance Contract Expiration Date
Other. Product must be installed per manufactures 02/11/2013
instructions as stated on NOA Installation Instructions
FL11136 RO II_08;0208.07.pdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Pa
11136.3 Steel, Steel Edge in Wood Frame 5'-4" x 6'-8", Opaque, Single Door, With or Without Side-
lites, In-swin
Umits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL11130 ROC CAC 07-0709.03.pdf
Approved for use outside HVHZ: Yes 6C11136 CRRC CAC 2007 Compliance Letter S,_TAS-
Impact Resistant: Yes 201,2,3.PDF
Design Pressure: +60/-60 Quality Assurance Contract Expiration Date
Other: Product must be installed per manufactures 08/08/2012
instructions as stated on NOA. Side-lites are not Impact Installation Instructions
Rated and Require Miami -Dade HVHZ Approved Shutters. FL11136 RO II_07-0709.03.pdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11136.4 Steel, Steel Edge in Wood Frame 8'-4" x 6'-8", Opaque, Single or Double Door, With or
Without Side-Iites, Out-swin
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL11136 ROC CAC 07-0618.10.pdf
Approved for use outside HVHZ: Yes FLi1136_RO C CAC 2007 Compliance Letter_ S, TAS-
Impact Resistant: Yes 201,2,3.PDF
Design Pressure: +60/-60 Quality Assurance Contract Expiration Date
Other: Product must be installed per manufactures 07/03/2012
instructions as stated on NOA. Slde-iltes are not impact Installation Instructions
Rated and Require Miami -Dade HVHZ Approved Shutters. FL11136 RO_II 07 0618.10.pdf
Verified By: Miami -Dade BCCO - CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11136.5 Steel, Steel Edge in Wood Frame 12'-0" x 6'-8", Opaque, Single or Double Door, With or
ithout Side-lites, Out-swln
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL11136_R0 C CAC 07-0820.08.pdf
Approved for use outside HVHZ: Yes FL11136_RO C CAC_2007 Compliance Letter S, TAS _
Impact Resistant: Yes 201,2,3.PDF
Design Pressure: +61/-61 Quality Assurance Contract Expiration Date
Other. Product must be installed per manufactures 08/22/2012
Instructions as stated on NOA. Side-lites are not Impact Installation Instructions
Rated and Require Miami -Dade HVHZ Approved Shutters. FL1.1136 ROD 07-0820.08.pdf
http://www.floridabuilding.org/pr/pi app_dtl.aspx?param=wGEVXQwtDgttaGsIp3Gvw5... 3/29/2011
JELEMEN6 Steel s
8'-0"41 E'•0"SINQLEINSVYfNO OPAOURSTEEL MOLT
MINCTOTEEL POOR IN WOOD FRAME p) i —
s'-1• oA 11
GENERAL NOTES
Yex wom m 01. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA MAIL MDIH tJ '- 2004 BUILDING CODES (W/2006, 2008 SUPPLEMEMfS) AND
HIGH VELOCITY HURRICANE ZONES- (HVHZ) REQUIREM?M5. ? 0
2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY MAX uE wo t fL lQL
TO TRANSFER LOADS TO THE STRUCTURE. 3• aA z lM X
3. PRODUCT ANCHORS SHALL DE AS LISTED AND SPACED MAx PANG. WKmI W H
AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. n u1
4.IMPACT RESISTANT SHUTTERS NOT REQUIRED.
5. DESIGN PI SURE RATING SHALL BE AS FOLLOWS:
FOR B'B WOOD FRAMES - SEE TABLE SHEET 1 ® ® Y a
FOR B'0' WOOD FRAMES -SEE TABLE SHEET 1 k
6. THIS SYSTEM WAS TESTED FOR 2.a6 LBS. WATER PRESSURE
AS PER ASIM-E331.
7. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS
FOR 'HVHZ".
43J 3j
c
IrT9Y,1N0IMPACT 677F1 EDGE DOOR C • O i
Common to ma ammo cwwftnsl
DOOR LEAP CONSTRUCTION: i d N W
Fen, sheets: 24 ga. (0.0207 minimum thickness, Galvanized O 5 s$ 2 I
Steel A-50 commercial quaNb - AM par ASFM 820 with O 10 to (
nminimumaverageyieldatrenglflllFy-26,240 psi. ng ,
WW{
I
V
ry O
V/
Care denies: Expanded polystyrene with 1.0 to 1.25 Ibe.
dimity, by :0L % EN. b
t Do Luno
Panel Construction-, Steel face sheets glued to expanded le
a dI',0 R
potyatyrent (EPS), with steel top and bottom rails and
steal titles with wood lock block reinforcement. The OhingesaltcontainsaddedhisaMDFboardforaddedhingesupport
Frems Censfruatron Mgfh Rem Tl=): The head Jambs
and sale art mortJoined, butted and Joined using (3) a7/B" x 2 wlr o stoalse. An aluminum d)ustabN Ilawing FRGDUCTRENEW D
Alm threshold la avaiiabat the alg. An opUanal aluminum beet code PlaHds a
Asapasto He O 4
jjl_LB INS 11V; UNIT5 ,y
TABLE OF NTENT9 SCALE. a1'-0" SCALE W =T' 0" tTRtMn s .
4..MA-
SHT III DESCRIPTION
C ALL DOOR MODELS ARE VIEWED
FROM THE INTERIOR SIDE
4 ,y
UNff CUMPONUMZ3$
ssss
eHN
NIMESH BHAVSAP. ' DAM 12 07 07
FLORIDA P.£ NO. 56861
SEAS NOTED
Dwa m EAG
A_eteL tnS. SAFFEL
UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG ^fI S DtWANO Nos
SUCH THAT OVERHANG RATIO (OH) . OH LENGTH/OH HEIGHT' GREATER
a p{7 p 8 eA DC9970-iTHAN1.0 r.a cra emss
DESIGN PRESSURE RATING
OW sears nanaaeleN
IEWIREIEI(r 6 IgIDFa
wlEae wAm1 eustlwlwH
RE411e1F77Otr a HOT HUM
X) 80.Opef BO.Opaf BO.Opaf tlO.Opsf
B'0" (X) 81.Opaf 65.Opsf 81.Opef 65.Opsf
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Product Approval
USEM Public User
Product App.pm1 bbenu > Lmduct orApAlkaW Search > Arj L11cation Ust > Application DeUfl
FL # FL13850
Application type New
Gode Version 2007
Application Status Approved
Comments
Archived
Product Manufacturer General Aluminum Company
Address/Phone/Emali 1001 W. Crosby Rd.
Carrollton, TX 75006
972) 242-5271 Ext 207
ivan.paredes@gactx.cDm
Authorized Signature Ivan Paredes
ivan.paredes@gactx.com
Technical Representative Ivan Paredes
Address/Phone/Emali 1001 W. Crosby RD.
Carrollton, TX 75006
lvan.paredes@gacbc.com
Quality Assurance Representative Ted Scroback
Address/Phone/Email 1001 W. Crosby RD
Carrollton, TX 75056
ted.scroback@gacbt.com
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
y; Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who Roberto Lomas
developed the Evaluation Report
Florida License PE-62514
Quality Assurance Entity National Accreditation and Management institute
Quality Assurance Contract Expiration Date 1Z/31/2013
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence F_Ll3a)50_RQ_COI Certificate of Independence.pdf
Referenced Standard and Year (of Standard) standard Year
AAMA/WDMA/CSA 101/I.S.Z/A440-05 2005
ASTM E 1886 2002
ASTM E 1886 2005
ASTM E 1996 2005
ASTM E 1996 2002
http://www.flori&building.orgtpr/pr app dfl.aspx?param=wGEVXQwtDgv%2bFd42duxg... 9/22/2010
K
Florida Building COW untule
1? ASTM E 330 2002
Equivalence of Product Standards
Certified By
i
Sections from the Code r
t! a
if
it
Product Approval Method
1. Method 1 Option D
7
Date Submitted 06/28/2010
Date Validated 07/04/2010
Date Pending FBC Approval 07/14/2010
Date Approved 08/10/2010
Date Revised ! 11/02/2010
i
Summary of Products
Go to Page h
Pagel/20 0
umber or Name
Series 1100 Fln " x 84" Annealed 3/16". Per
s n lation instructions.
e rDeslgn RDr Instructions
FL002598 RectangularpdFforuseinHVHZ: NOII
for use outside HVHZ: Yes OJ1 E4Q0260B Designer.pdf
By: Luis R. Lomas, P.E. 62514sistant: No
ssure: N/A {
Verified
Created by Independent Third Party: Yes
theattacheddrawingsforthe Installation
and other
Evaluation Reports
FL13850 RO AE 510337 1 Eva luation_pdfInstructions, product performance,
limits of use.
Created b Independent Third Pa : Yes
13850.2 Series 1100 C. Head and Sill uminum S/H (Fin) 88" x 72" Annealed DSB. Per
Manufacturer's Installation Instructions.
Limits of Use I' installation Instructions
FL13850 Ro II FL00253A Rectangular.pdfApprovedforusetoHVHZ: No ft
Approved for use outside HVHZ• Yes FL13850 RO II FL00254A Designer.pdf
Verified By: Luis R. Lomas, P.E. 62514ImpactResistant: No ii•
Design Pressure: N/A Created by Independent Third Party: Yes
Other: See attached drawings forthe Installation
limits/DP and other
Evaluation Reports
FL13850 RO AE 510334_1 Evaluation,pdfInstructions, product performance,,
limits of use. It Created b Independent Third Party: Yes
13850.3 Series 1450
l
uminum S/H (Flange) 44" x 84" Annealed 3/16". Per
Manufacturer's installation Instructions.
UseLimitsofUse
Installation Instructions
FL13850_RO_II FL002636 Rectangular.pdfApprovedforuseinHVHZ: No
Approved for use outside
No
Yes FL13850 RO II FL00264B Designer.pdf
Impact No (t
It
Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party: YesDesignPressure: N/A
Other: See attached drawings foi the installation
limits/DP and other
Evaluation Reports
FL13850 RO AE-510339n1 Eyaluation.pdfinstructions, product performance,
limits of use. Created b Inde endent Third Pa : Yes
13850.4 Series 1450 C. Head and Sill
f
DSB. PerZu—mlnum S/HManufacturer's installllation instructions.
Limits of Use
Installation Instructions
FL13850 RO II FL00045A Rectanguiar.pdfApprovedforuseinHVHZ: No;;
Approved for use outside HVHZ: Yes
II
FL13850 RO II FL00107A-Destaner.pdf
Verified By: Luis R. Lomas, P.E. 62514ImpactResistant: No
Design Pressure: N/A ! Created by Independent Third Party: Yes
Other: See attached drawings for the installation
limits/DP and other
Evaluation Reports
FL13850 RQ AE 510050=1 Ev_aivation pdfinstructions, product performance,
limits of use.
Created b Independent Third Party: Yes
13850.5 Series 1550/1570
if
Aluminum S/H (Flange) 44" x 84" Insulated Annealed
DSB. Per Manufacturer's installation Instructions.
Limits of Use ;
Installation instructions
FL13850 RO II FL00265B Rectangular,pdfApprovedforuseinHVHZ: No
Approved for use outside HVHZ: Yes FL13850 RO II FL002666 Dgs r er.pdf
Verified By; Luis R. Lomas, P.E. 62514
http://Www.floridabuilding.orgtpr/pr app! dfl.aspx?param=wGEVXQwtl)qv%2bFd42dux... 11/30/2010
i
I WINDOW
A
WIDTH --I
I SEE ANCHOR CHART
AND NOTE 7
RLrlswNs
REV DESCRIPTION
A REVISED PER 2007 FBC
B UPDATED PER FBC COMMENTS
a
B/18/c8
11/16/08
APWtw
R.4
R.L
EO
B B Maximum design pressure capacity chart with 3/16"Annealed
or 1/8" Tempered glass
Unit width (in)
WINDOW ht (in) 19.13 26.50 , 30.50 , 37.00 44.00
HEIGHT MAX TotalMotLower I Upper Pox I Nog Pox I Nog I Pox Nag Pos I Neg Pea Neg
13.00 13.00 40.0 75.0 40.0 75.0 40.0 75.0 40.13 75.0 40.0 75.0
19.19 19.19 40.0 76.0 40.0 75.0 40.0 75.0 40.0 75.0 40.0 73.2
2b.3f '. 2b.3! 40.0 75.0 40.0 75.0 40.0 75.0 40.0 76.0 40.0 80.8h27.31 27.31 40.0 76.0 40.0 75.0 40.0 75.0 40.0 75.0 40.0 58.3
31.60 3l.50 40.0 75.0 40.0 75.0 40.0 75.0 40.0 72.2 40.0 54.3
38.00 38.00 40.0 75.0 40.0 75.0 40.0 75.0 40.0 70.6 40.0 51.6
42 00 42.00 40.0 75.0 40.0 75.0 40.0 75.0 40.0 70.61 40.0 50.0
A -a
ELEVATION
VIEWED FROM EXTERIOR
NOTES:
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS
OF THE FLORIDA BUILDING CODE.
2) MASONRY OPENING TO BE DESIGNED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE,
MASONRY OPENING DESIGN IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND
ALL WOOD FRAMING AROUND WINDOW.
4) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063
5) ALL FASTENERS, NUTS AND WASHERS SHALL BE MADE OF CORROSION RESISTANT MATERIAL
6) SHIM AS REQUIRED AT EACH INSTALLATION ANCI4OR WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1/18' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'.
7) FOR ANCHORING INTO MASONRY USE 3/16' INI TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE A 1
1/4' MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2' MINIMUM EDGE DISTANCE, LOCATE
ANCHORS IN PREPUNCHED HOLES AT HEAD AND JAMBS REFER TO ANCHOR CHART FOR NUMBER
OF ANCHORS REQUIRED,
8) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN WIHD BORNE DEBRIS
REGIONS.
9) CAULK BEHIND WINDOW FLANGE AT HEAD AND JAMBS, SILL MUST BE ATTACHED TO THE
S CAULK ORD10) SUBSTRATE FOR PERIMETER SPAROUND EXTERIORAPPROVED
11) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15X OF DESIGN LOAD APPLIES, POSITIVE
DESIGN PRESSURE IS LIMITED TO 40PSF DUE TO WATER TEST PRESSURE OF BPSF ACHIEVED IN
12) ALLOWABLE SIRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN
1 EREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
13) IF.EXACT WINDOW SIZE IS NOT LISTED USE NEXT LARGER SIZE FOR THE APPROPRIATE DESIGN
PRESSURE
14) UNITS MUST BE GLAZED IN ACCORDANCE WITH ASTM E1300
Minimum number ofanchors required
llnim Anchnrad n_dno 3/18" !Tiff Tancon
Unit width (in)
Height in 1913 26.60 30.50 37.00 44.00
Lower Upper Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb
13.0 ] 13.0 2 2 3 2 3 2 3 2 4 2
19.2 19.2 2 3 3 3 3 3 3 3 4 3
25.3 25.3 2 3 3 3 3 3 3 3 4 3N710, 27.3 27.3 2 3 3 3 3 3 3 3 4 3
31.5 31.5 2 4 3 4 3 4 3 4 4 4
36.0 36.0 2 4 34 3 4 4 4
42.0 410 1 2 1 4 1 3 4 3 4 3 4 4 4
Horizontal Vertical
Window Window Window Window
Horizontal Hodzadel Venical Verdcal
Cell Size TIP TO TIP Pal Size TIP TO TIP
1 19 118 2 26
1H 26 112 3 38 3/8 GENERAL ALUMINUM
30 30 112 1 4 60 618 COMPANY OF TEXAS, LP
1001 W. CROSBY RD. CARROLLTON, TX 75006
2 37 4+4 54 5/8
SPCL 44 8 1 72 SERIES 1450 SH WINDOW RECTANGULAR
44 X 84
SPCL 1 84 ELEVATION, OP CHARTS AND NOTES
DRAWN: DWr NO.
F.A. I FL 00263
sty NTS IDATE 10/25/07 %T1 OF 2
Digitally signed by Lore R. Lams P.
E
Location: U32 Woodford Rd.
Lewisvile, NO 27023
Dote: 2008.11.1711:30:23 AS00'
v