HomeMy WebLinkAbout107 Centennial Dr; 18-4014; WINDOWSSEP 2 4 2018
CITY OF
S FORD PERMIT APPLICATION
BUILDING DIVISION
Application No:__VTT 40 1
Documented Construction Value: $ / '1b d " Job
Address: 6 7 S\—Q-\At'v.r.-sk Historic District: Yes No Parcel
ID: 3 . a 0 ' 3 O F I- • (YOaU - / q Ca Residential commercial Type
of Work: New (Addition _ Alteration Repair Demo Change of Use Move Description
of Work: w kV\- -q_ - Plan
Review Contact Person --- M d \ , `"`% Title: Phone:
a'(o37 -,;)`{ U Fax: Email: Name ` .
y h NPCs Property Owner
Information Phone: Street:
0
C e h %2 v v` Resident of property?: City, State
Zip: F-L aContractor Information
Name Street:
350
W State Road 434 Longwood, FL
32750 . City, State
Zip: Name: Street:
City,
St,
Zip: Bonding Company:
Address: Phone:
Fax:
State
License
No.: Architect/Engineer
Information Phone: Fax:
E-
mail:
Mortgage Lender:
Address: 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 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,
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61 Edition (2017) Florida Building Code
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 at the time of permit submittal. A copy of the executed contract is required in order to
calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value
will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated
charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
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.
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
2, Z ?
I
Ir
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
OWCHRISTINER. O'nALLEY
MY COMMISSION # GG 163512
Signature of Notary -State of Florid y ,,NteEXPIRES: January 29, 2022or
rFOF F°`'` Bonded Thru Rotary Public Und, riters`
Contractor/Agent is -,4 Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
Fire Alarm Permit: Yes []No
WASTE WATER:
FIRE: BUILDING:•15-'es
SCPA Parcel View: 03-20-30-5FT-0000-1460 Page 1 of 2
4
411709Rjohmsan, CFA
A
Property Record Card
Parcel: 03-20-30-5FT-0000-1460
Property Address: 107 CENTENNIAL DR SANFORD, FL 32773
Value Summary
1 2018 Working 2017 Certified
Values Values
Valuation Method I Cost/Market € Cost/Market
Number of Buildings
Depreciated Bldg Value $114,439 $83 310
Depreciated EXFT Value $200 $200
Land Value (Market) $30,000 $25,000
Land Value Ag
Just/Market Value $144,639 a $108,510
Portability Adj.
Save Our Homes Adj ! $0 , $0
Amendmentl Adj $0.$0,_......__._........,
m.m..___ _.,_.......
P&G Ad/ $0 $0
Assessed Value $144,639 $108,510
Tax Amount without SOH: $2,066.00
2017 Tax -Bill Amount $2,066.00
Tax Estimator
Save Our Homes Savings: $0.00
TRIM Notice Help
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 146
HIDDEN LAKE PH 2 UNIT 4
PB 25 PGS 66 & 67
axes
Taxing Authority —TASs.ssment Value Exempt Values Taxable Value
1 $144 639 $0 j
mm
1144,639CountyGeneralFund _
Schools $144,639 $0 1 $144,639
City Sanford $144,639 $0 1 $144,639
SJWM(Saint Johns Water Management) $144,639 p $0 $144,639
County Bonds ) $144,639 I $0 $144 639
Sales__
Description Date Book Page Amount Qualified VaGlmp
WARRANTY DEED 3/1/2018 09106 1 1557 $197,00_0_ Yes Improved
SPECIAL WARRANTY DEED 7/1/2017 08965 0238 $150000 No Improvede m
CERTIFICATE OF TITLE 6/1/2017 i 08926 1611 $100 [ No # Improved
WARRANTY DEED 8/1/2004 105424 1938 $133 000 I Yes I Improved
WARRANTY DEED 12/1/1997 03346 1959 $70 000 Yes Improved
j QUITCLAIM DEED 7/1/1986 101758 t 0375 i $100 I No Improved
WAIRRANTYDEED11/1/1982 01425 0031 $47 800 ,Yes t Improved
F Firm Cnmparsble Sales
Land
Method Frontage Depth Units Units Price Pnce Land Value
LOT 0.00 1 0.00, 1 $30,000 00 1 $30 000
Building Information
http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=0320305FT00001460 9/24/2018
Contract - Detailed
Pella Window and Door Showroom of Longwood
350 West State Road 434
Longwood, FL 32750
Phone: (407) 831-0600 Fax: (407) 937-3282
Sales Rep Name: Brasil, Vavilson :56X
Sales Rep Phone: 407-504-9991
Sales Rep Fax:
Sales Rep E-Mail: BrasiiVS@pelia.com
Customer Information Project/Dellivery Address Order Information
Jaclyn Myers Myers,Jaciyn,107 Centennial Dr,Sanford,FL,US,32773 Quote Name: Myers,Jaclyn,107 Centennial
107 Centennial Dr 107 Centennial Dr Dr, Sanford, F L, U S,32773
Order Number. 7218VB685
SANFORD, FL 32773-5576 Lot# Quote Number: 10430870
Primary Phone: (215) 3900456 Sanford, FL 32773-5576 OrderType: Installed Sales
Mobile Phone: County: Seminole Wall Depth:
Fax Number: Owner Name: Payment Terms: Deposit/Paid on Completion
E-Mail: jaclyn.myers44@gmarl.com Jaclyn Myers Tax Code: CAP IMP 2
Contact Name: Owner Phone: (215) 3900456 Cust Delivery Date: 09/10/2018
Quoted Date: 7/30/2018
Great Plains #: 1004832075 Contracted Date: 7/30/2018
Customer Number: 1008815231 Booked Date: 8/14/2018
Customer Account: 1004832075 Customer PO #:
Line # .:.:Location: Attributes .:
u NoneHssignea
ADDPRRMCOR020001 - Delivery & Disposal
For more information regarding the finishing, maintenance, service and warranty of all Pella® products, visit the Pella® website at www
Printed on 8/17/2018 Contract - Detailed
Qty
1
a.com
Page 1 of 13
Customeri: Jaclyn Myers
claim or dispute between the parties.
Project Checklist has been reviewed
I A.J. l\"-I V- M\-I C- iS
W
Credit Card Approval Signature
Project Name: Myers,Jaclyn,107 Centennial
Dr,Sanford,FL,US,32773
Rep S nature
Dll>
or more Jntormation regarding the finishing,. maintenance, service and w
Order Number. 721 Quote Number.10430870
Order Totals
Taxable Subtotal 525.61
Sales 'fax @ 0% 0.0
Non-taxable Subtotal 874,39
Total 1,400.00
Deposit Received 700.00
mount Due 700.00
Products, visit the Pella® website at www.pella.com
WINDOWS $ DOORS Longwood,
State Road 434 WHLongwood, Florida 32750
407 831 0600
FAX: 407 339 7742
Authorization Letter / Power of Attorney
I, James Samuel Rowland, do hereby authorize the following persons to act as agents on
behalf of myself and Pella Windows & Doors to pull and sign for any permits submitted
under my Florida State contractor License number CBC046712.
Authorized Persons:
Brian Kirby
Tim O'Malley
Christine O'Malley
Erick DeDios
Aaron Hallich
David Weed
Regards,
ames Samuel Rowland
Qualifier CBC046712
Pella Windows & Doors
STATE OF FLORIDA
COUNTY OF LAKE
Owner: co, -Vet, v,Vs
i (-1 C e to b Ir
3a-7-7'
The foregoing instrument was acknowledged before me this C)()day of Eke 201 c-
by JAMES SAMUEL ROWLAND, who is personally known to me.
A
Notary Public (Seal)
Print Name
My commission expires:
VIEWED To BE THE BEST'
t>:Y.eyo": CHRISTINER.O'MALLEY
2 * MY COMMISSION # GG 163512
EXPIRES: January 29, 2022
Bonded Thru Notary Public Underwriters
RECORD COPY
City of Sanford
p
Building and Fire Prevention
Product Approval Specification Form
gUILD/,I,
Permit # # - 4 0 1 4 SANFpRD
Project Location Address l6-7 0 e VI1 t-KhLck- "
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.orQ.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging
Sliding
Sectional
Roll U
Automatic
Other
2. Windows
Single Hun
Horizontal Slider
Casement OMPNCLIA
Double Hun ION
Fixed PLANS EXAMINER
Awning LICENSE TO PROCEED MJITH THE WORK AND NOT A
Pass Through AUTHORITY TO VI L
PR OF TH': TF:rHN'CA'
Projected
ASIDE ANY GF114F
CODES, NOR SHALL ISS ANCE OF A PERMIT PREVE
Mullions THE BUILDING
Wind Breaker C OrjSTRUCTION OR VIOLATIONS OF THIS CODE
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete. Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name % /_ , 54-01t (L
Please Print)
June 2014
Customer: Jaclyn Myers Project Name: Myers,Jaclyn,107 Centennial Order Number: 7218VB685 Quote Number: 10430870
Dr,Sanford,FL,U S,32773
Line Location. Attributes;
15 None Assigned
ADDPRRMCOR020004 - Permit Fee - CBC 046712 Oty
1
Line # Location:
1 1
n u es:
20 Hall earn
Vinyl Windows 1 Doors By Pella, Single Hung, 35.75 X 25, White city
Ti
1
1: Non-standard SizeNon-Standard Size Single Hung, Equal
Frame Size: 35 3/4 X 25 " 3
I f General Information: Standard, Vinyl, Block, 2 11116", 2 11/16", Sill Adapter Included, No Head Expander
pK# Exterior Color / Finish: ite
2014 Interior Color I Finish: White
Glass: Insulated Tempered Obscure Low-E Obscure SunDefenseTm Low-E Insulating Glass Argon Non High Altitude
Viewed From Exterior Hardware Options: Cam -Action Lock, White, No Limited Opening Hardware
Screen: Half Screen
Performance Information: U-Factor 0.29, SHGC 0.23, VLT 0.53, CPD PEL-N-107-00057-00003, Performance Class R, PG 35, Calculated Positive DP
j Rating 35, Calculated Negative DP Rating 35, FPA S FL11206, Year Rated 08, Egress Does not meet typical United States egress, but may comply with local
c;ZF requirements
Grille: No Grille,
Wrapping Information: Pella Recommended Clearance, Perimeter Length = 122".
Obscure Glass Style: Paftern62(Standard)
Rough Opening: 36 -1 /4" X 25 -1 /2"
INSTARMCOR020203 - NonWood Window Drywall Return Install (LF) Qty 11
QUOMATMCOM010550 - Interior Trim Window Drywall Return Install (LF) Qty 11
QUOMATMCOM020650 - Ext Trim White Window Drywall Return Install (LF) Qty 11
For more information regarding the finishing, maintenance, service and warranty of all Pella® products, visit the Pella® website at www.pelia.com
Printed on 8/17/2018 Contract- Detailed Page 2 of 13
Customer: Jaclyn Myers Project Name:- Myers,Jaclyn,107 Centennial Order Number: 7218VB685 Quote Number. 10430870
Dr,Sanford,FL,US,32773
Line# Location: Attri uteS
25 Master Bath
Vinyl Windows / Doors By Pella, Single Hung,18 X 25, White Qty
1
N 1: Non -Standard SizeNon-Standard Size Single Hung, Equal
Frame Size: 18 X 25 J
17 PK
General Information: Standard, Vinyl, Block, 2 11116", 2 11116", Sill Adapter Included, No Head Expander
WhiteExteriorColor / Finish: ,
2014 Interior Color / Finish: White
Glass: Insulated Tempered Obscure Low-E Obscure SunDefenseTm Low-E Insulating Glass Argon Non High Altitude
Viewed From Exterior Hardware Options: Cam -Action Lock, White, No Limited Opening Hardware
Screen: Half Screen
Performance Information: U-Factor 0.29, SHGC 0.23, VLT 0.53, CPD PEL-N-107-00057-00003, Performance Class R, PG 35, Calculated Positive DP
a2gn2 35, Calculated Negative DP Rating 35, FPAS FLLI 1206, Year Rated 08, Egress Does not meet typical United States egress, but may comply with local
tJ / code requirements
Grille: No Grille,
Wrapping Information: Pella Recommended Clearance, Perimeter Length = 86".
Obscure Glass Style: Pattern62(Standard)
Rough Opening:18 -112' X 25 -1/2'
INSTARMCOR020203 - NonWood Window Drywall Return Install (LF) Qty 8
QUOMATMCOM020650 - Ext Trim White Window Drywall Return Install (LF) Qty 8
QUOMATMCOM010550 - Interior Trim Window Drywall Return install (LF) Qty 8
Line # Location,Attributes:
30 None Assigned
PROMOTMCOR010004 - Branch Promotion CQty
1
For more information regarding the finishing, maintenance, service and warranty of all Pella® products, visit the Pella® website at www.pelia.com
Printed on 8/17/2018 Contract- Detailed Page 3 of 13
BCIS Home Log In User Registration HotTopics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map j Links Search
Product ApprovalbUSER: Public User
J'Itl"
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL#
r's
FL11206-R10
m
Application Type Revision
Code Version 2017
Application Status Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Pella Corporation
102 Main St.
Pella, IA 50219
641)621-6096
pellaproductapproval@pella.com
TROY FARR
tbfarr@pella.com
TROY FARR
18600 NE WILKES ROAD
PORTLAND, OR 97230
503)405-9176
tbfarr@pella.com
TROY FARR
18600 NE WILKES ROAD
PORTLAND, OR 97230
503)405-9176
tbfarr@pella.com
Windows
Single Hung
Certification Mark or Listing
Window and Door Manufacturers Association
James L. Buckner, P.E. @ CBUCK Engineering
s Validation Checklist - Hardcopy Received
Standard
AAMA/WDMA/CSA 101/I.S.2/A440-11
Method 1 Option A
Year
2011
Date Submitted 09/14/2017
1 11206.6 1 Series 10/20 Single Hung
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-35
Other: Configurations of glass shall conform to the current
ASTM E1300 standard.
11206.7 1 Series 10/20 Single Hung
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-35
Other: Configurations of glass shall conform to the current
ASTM E1300 standard.
11206.8 Series 10/20 Single Hung
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-35
Other: Configurations of glass shall conform to the current
ASTM E1300 standard.
11206.9 I Series 10/20 Single Hung
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-35
Other: Configurations of glass shall conform to the current
ASTM E1300 standard.
1206.10 J ( Series 10/20 Single Hung
its of
A ed for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-35
Other: Configurations of glass shall conform to the current
ASTM E1300 standard.
11206.11 1 Series 10/20 Single Hung
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-35
Other: Configurations of glass shall conform to the current
ASTM E1300 standard.
Vinyl Single Hung Twin Composite (72" x 59.5")
Certification Agency Certificate
FL11206 R10 C CAC CCL- 411-H-1043.96-97.pdf
FL11206 R10 C CAC CCL-411-H-1043.99-100.pdf
Quality Assurance Contract Expiration Date
06/16/2027
Installation Instructions
FL11206 R10 II Drawing 1572.pdf
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11206 R10 AE Drawing 1572.pdf
Created by Independent Third Party: Yes
Vinyl Single Hung Triple Composite (109" x 59.5")
Certification Agency Certificate
FL11206 R10 C CAC CCL- 411-H-1043.96-97.pdf
FL11206 R10 C CAC CCL- 411-H-1043.99-100.pdf
Quality Assurance Contract Expiration Date
06/16/2027
Installation Instructions
FL11206 R10 II Drawing 1572.pdf
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11206 R10 AE Drawing 1572.pdf
Created by Independent Third Party: Yes
Vinyl Single Hung Window (48" x 72")
Certification Agency Certificate
FL11206 R10 C CAC CCL - 411-H-1043.84-87.pdf
FL11206 R10 C CAC CCL-411-H-1043.88-89.pdf
Quality Assurance Contract Expiration Date
06/17/2027
Installation Instructions
FL11206 R10 II Drawing 1572.pdf
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11206 R10 AE Drawing 1572.pd
Created by Independent Third Party: Yes
Vinyl Single Hung Window (48" x 59-1/2")
Certification Agency Certificate
FL11206 R10 C CAC CCL-411-H-1043.102-103.pdf
FL11206 R10 C CAC CCL-411-H-1043.105-106.pdf
Quality Assurance Contract Expiration Date
O6/13/2027
Installation Instructions
FL11206 R10 II Drawing 1572.pdf
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11206 R10 AE Drawing 1572.pdf
Created by Independent Third Party: Yes
Vinyl Single Hung Window (36" x 59-1/2")
Certification Agency Certificate
FL11206 R10 C CAC CCL-411-H-1043.96-97.pdf
FL11206 R10 C CAC CCL-411-H-1043.99-100.pdf
Quality Assurance Contract Expiration Date
06/16/2027
Installation Instructions
FL11206 R10 II Drawing 1572.pdf
Verified By: Warren. W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11206 R10 AE Drawing 1572.pdf
Created by Independent Third Party: Yes
Vinyl Single Hung Window (48" x 84")
Certification Agency Certificate
FL11206 R10 C CAC CCL- 411-H-1043.114-115.pdf
FL11206 R10 C CAC CCL-411-H-1043.117-118.pdf
Quality Assurance Contract Expiration Date
06/17/2027
Installation Instructions
FL11206 R10 II Drawing 1572.pdf
1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE
MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO.
BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND2OPENINGS,
LOADS TO THE STRUCTURE3. THESE NON -IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE (FBC).
4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE
CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD.
NI O STEEL SCREWS,THATWITH OTHER DISSIMILARCODE6ARALsCHAPTER0N7ACT
1ATE SHALLMEETTHE REQUIREMENTS OFFLORIDA BY A 6. TO THE. BEST OF OUR KNOWLEDGE, THE PRODUCT SHOWN HEREIN IS CERTIFIED & QUALITY ASSURED FLORIDA STATE APPROVED
CERTIFICATION/QA ENTITY & SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE FLORIDA DEPARTMENTOFBUSINESS & PROFESSIONAL REGULATION SPECIFICATIONS. PRODUCT ASSEMBLY IS NOT PART OF
THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS & TESTING REPORTS.
B1 7. CERTIFION
OF
THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE FOLLOWING CATI APPLY: 1) PRODUCT
IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT. 2) PRODUCT
IS INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH TO THE PRODUCT'S CERTIFICATION FIN ANCHOR INSTALLATIONS OF THISTYPEOFPRODUCT. 3) IF CHANGES HAVE OCCURRED THAT CAUSE THESEINSTALLATIONSTOBEINCORRECTORINCONSISTENTWITHWHAT HAS WITHIN 2" OF TIY ENTS CERTIFICATE
BEENTESTED. THE
LEAST DESIGNPRESSURESPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION SHALL CORNERS & 8" MAX
Q.G.
SEE CONTROL FOR THE
INSTALLED PRODUCT. B. THESE DRAWINGS
CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED PRODUCT IS 0 w "FRAME ANCHORNOT PART OF
THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER REQUIREMENTS At/OR INSTALLER.
TABLE" ON THIS EV&UATION NOTE:
4a SHEET FOR ALTERNATE ANCHOR/SUBSTRATEALLALTERNATEANCHORS
IN THEIR SPECIFIED REQUIREMENTS. SUBSTRATES HAVE
BEEN
ANALYZED IN. ACCORDANCE a WITH THEIR APPLICABLE
STANDARD(S) AND ARE FOUND m TO HE
EQUIVALENT
TO OR STRONGER THAN THE m ANCHORS) USED IN
TESTING WITH THIS PRODUCT. EVALUATION IS BASED
ON APPLICABLE ANCHOR STANDARDS AND/OR TION & RESULTS FROM
APPLICABLE TEST REPORTS. THE FLORIDA BUILDING RSION CONSIDERED WITH
THE EVALUATION WAS THAT IN FORCE AT THE TIME FVALUATIDNISTION EVALUATION. IN
THE
EVENT OF CODE VERSION CHANGES/UPDATES OR IN NT THAT NEW
OR ADDITIONAL TESTING IS COMPLETED ON THE REFERENCED PRIOR TO STATING
CODE COMPLIANCE WITH THE STATE, THE MANUFACTURER ONFIRM WITH THE
INSTALLATION EVALUATION ENGINEER OF RECORD THATTHE TIONS SPECIFIED HERE -
IN ARE CURRENT WITH THE THEN CURRENT TESTING, D APPUCABLE STANDARDS.
FRAME ANCHOR REQUIREMENTS
TABLE OPENING TYPE FRAME/
CUP/NAIL FIN TO MINIMUM MINIMUM SUBSTRATE) OPENING FASTENER
TYPE EMBED EDGE DIST. 0)FRAME SCREWS
SERIES 20) MIN. 2X4 WOOD
FRAME OR BUCK N0. 10 SMS OR WOOD SCREW 1 1/4" 3/4" MIN. GR. 3 &
G=0.55) LIMN (2.4
MIN. OODR.3FRAME D5R,)UCKI
N0. I. SMS .1 CO. SCREW I1 1/4" I 3/4" C-90 CMU/
2500 PSI CONCRETE (2) 1/4" CONCRETE SCREW 1 1/4 NAILING FIN FASTENERS (
SERIES 10 MIN. 2X4 WOOD
FRAME OR BUCK ()1 N0. 6 X 1 1/2" SMS 1 3/e" 1/2' MIN. GR. 3 &
G=0.55) MIN. ZX4 WOOD
FRAME OR BUCK (.) 2" X 11 GA ROOFING NAIL 1 )/R" 1/2" MIN. GR. 3 &
G=0.5I 1)FRAME SCREWS
SHALL BE PAN HEAD OR HEY, HEAD SCREW 2) CONCRETE SCREWS
SHALL BE ELCO ULTRACONS, ELCO CRETE-FLEX, ITV) RAMSET/RED HEAD TAPCONS OR
HILT) KWIK-CON II (HARDENED STEEL OR S.S.). 3) WHERE USED
AT SCREW HEAD. THEY MUST BEA WAFFLE HEAD SCREW OR HAVE AFLAT4) ROOFING NAILS
ARE ONLY APPUCABLE WITH STANDARD PERFORMANCE WINDOWS (N/A WITH HIGH PERFORMANCE
WINDOWS) 48" MAX. FRAME
TH --y Al Bt v $
OPPOSITE
EXTERIOR
ELEVATION:
SINGLE
WINDOW FIN
INSTALLED SERIES
10) SCALE: 3/4" =
1'-0" ALLOWABLE DESIGN PRESSURE
UF 82 P
THESE
2J
ANCHORS
w ARE
NOT
REQ'D WHEN
WINDOW ce FRAME -
HEIGHT
IS x
62" OR
LESS TYP. EACH D
SIDE) m
THEY )AAY
NOT
BE USEO FOR THE ABSEMBLY INSTAUATON OF ANY
OTHER PRODUCT NOR MAY USED FOR RATIONAL
AND/OR LOCAL APPROVAL 48" MAX. FRAME
WIDTH r 4" MAX. FRAME SCREWS g2
EQ ALU LY WHERE SHOWN. 5
v SPA10ED SEE "FRAME OPPOSITE
ANCHOR REQUIREMENTS EQUALLY
TABLE"
ON THIS
SPACED SHEET FOR REQUIREMENTS.
j 9"
MAX.
i 9" MAX.
EQUALLY SPACED EQUALLY
SPACED
NO
ANCHORS
REQ'
D-- EXTERIOR ELEVATION: 4 AT HEAD &
SILL
SINGLE WINDOW FRAME SCREW INSTALLED
SERIES 20) SCALE: 3/4" =
i'-O" MAX. MAX. FIXED
SASH ACTIVE SASH PRESSURE SITIVE FRAME FRAMESTILE
MEETING RAIL MEETING RAIL (PO& WIDTH HEIGHT REINFORCEMENT
REINFORCEMENT REINFORCEMENT NEGATIVE) IN.) (IN.) (PSF)
2) 36 59.
5 NO NO YES 35 2) 36 72
YES NO YES 35 4 42 72
YES YES YES 50 - 48 5_9
NO YES YES 35 48 72 YES
YES YES 35 i) 48 84
YES YES YES 35 1) WINDOW HAS
A MAXIMUM 35" TALL BOTTOM VENT. 4 WINDOW HAS
EQUAL TOP & BOTTOM VENTS. PRESSURE SHOWN IN
THIS TABLE IS FOR INSTALLATION CONDITION ONLY. THE GOVERNING
DESIGN PRESSURE ON THE WINDOWS SHALL BE THE
LESSER OF THAT SHOWN IN THE INDIVIDUAL WINDOW'S STATE
APPROVAL OR THAT SHOWN IN THIS TABLE. HIGH PERFORMANCE WINDOW
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OF 4
FOR MAX. OVERALL UNIT WIDTH, SEE WINDOW
PRESSURE TABLE ON THIS SHEET
48" MAX. INDIVIDUAL 4B MAX. INDIVIDUAL 48"WNIN DIVIDUAL
WINDOW WIDTHIDTHTH
2' TO 3' 2' TO 3'
SEE SINGLE WINDOW / CLUSTER FIN
ELEVATION FOR FIN ANCHORS AT MULLION
ANCHOR I INDIVIDUAL WINDOW I ENDS SUCH THAT
REQUIREMENTS & WIDTHS ARE RESTRICTED THERE ARE A TOTAL
POSITIONS AROUND
I TO DIMENSIONS SHOWN OF 4 POSITIONED AS
WINDOWS BUT OVERALL UNIT SHOWN. SEE "FRAME
FRAME WIDTH SHALL ANCHOR
CONTROL REQUIREMENTS
TABLE" ON SHEET 1 wIFORREQUIREMENTS <
w
Y
w
X I /
X / /\
N
N
I ^
I I
ERA UNIT WIDTH SEE WINDOWFORMAX. OV LL
PRESSURE TABLE ON THIS SHEET
48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL
WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH
4" 4" 4" 4" 4" 4" 4" 4" 4" 4"
A2
5
FRAME SCREWS
MIDDLE ANCHOR NOT WHERE SHOWN AT
FRAMEREQUIREDATEACHIINDIVIDUALWINDOWIHEAD. SEE
WINDOW WHEN WINDOW IS WIDTHS ARE RESTRICTED ANCHOR
30" OR LESS WIDE. TO DIMENSIONS SHOWN REQUIREMENTS
BUT OVERALL UNIT TABLE" ON SHEET 1
SEE SINGLE WINDOW FRAME WIDTH SHALL FOR REQUIREMENTS.
ELEVATION FOR ANCHOR CONTROL
REQUIREMENTS &
POSITIONS AT SIDES 0F
WINDOWS
X
1
INSTAUA110N CUP
I
j
I
4
EXTERIOR ELEVATION:
44 ^
MULTIPLE WINDOWS INSTALLATION CLIPS WHERE SHOWN. SEE EXTERIOR ELEVATION' MIDDLE ANCHOR NOT
FIN INSTALLED SERIES lO)
FRAME ANCHOR REQUIREMENTS TABLE" ON
SHEET 1 FOR REQUIREMENTS.
MULTIPLE WINDOWS REQUIRED AT EACH
WINDOW WHEN WINDOW
SCALE: 3/4" = 1'-0° NOTE: CLIPS MAY BE USED AT HEAD ALSO FRAME SCREW INSTALLED SERIES 20) IS 30" OR LESS WIDE.
IN LIEU OF FRAME SCREWS SCALE: 3/4" = 1'-O"
ALLOWABLE DESIGN PRESSURE (DOUBLE & TRIPLE WINDOWS) PRESSURE SHOWN IN THIS TABLE IS
OVERALL
ALLOWABLE
FOR INSTALLATION CONDITIONS ONLY.
THE GOVERNING DESIGN PRESSURE ON
WINDOW SIZE
MULLION STILE
PRESSURE
FlXED SASH ACTIVE SASH (POSITIVE THE WINDOWS SHALL BE THE LESSER
MAX MAX REINFORCEMENT REINFORCEMEN MEEf1NG RAIL MEETING RAIL g OF THAT SHOWN IN THE INDIVIDUAL
FRAME FRAME TYPE EINFORCEMENT EINFORCEMENT NEGATIVE) WINDOWS STATE APPROVAL OR THAT
WIDTH HEIGFfT PSF) SHOWN IN THIS TABLE.
IN.) CIN.)
HIGH PERFORMANCE
WINDOW NOTE:
1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED.
2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES.
3.IF MORE THAN 3 WINDOWS ARE TO BE MULLED IN ONE OPENING,
ALLOWABLE PRESSURE ON THOSE UNITS SHALL BE AS STATED FOR THE
COMPARABLE TRIPLE UNIT.
SHEEP NO.
2 OF
48" MAX. INDIVIDUAL _
WINDOW WIDTH
WINDOWR
FINS
ROUND rr
108" MAX. OVERALL FRAME WIDTH
60" MAX. INDIVIDUAL
WINDOW WIDTH
INDIVIDUAL WINDOW
WIDTHS ARE RESTRICTED
TO DIMENSIONS SHOWN
BUT OVERALL UNIT
FRAME WIDTH SHALL
CONTROL
I
48" MAX. INDIVIDUAL
WINDOW WIDTH
2" To 3"
CLUSTER FIN
ANCHORS AT MULLION
ENDS SUCH THAT
THERE ARE A TOTAL
OF 4 POSITIONED AS
SHOWN. SEE "FRAME
ANCHOR
REQUIREMENTS
TABLE" ON SHEET 1
FOR REQUIREMENTS/
v
EXTERIOR ELEVATION:
MULTIPLE OPERABLE/FIXED WINDOWS
FIN INSTALLED SERIES 10)
SCALE: 3/4" = 1'-0"
108" MAX. OVERALL FRAME WIDTH
48" MAX. INDIVIDUAL 60" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL
WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH
4" 4" 4" 4" 4" SIMILAR 4" 4.
A2
5
FRAME SCREWS
WHERE SHOWN AT
HEAD MULLION END.
MIDDLE ANCHOR NOT
SEE "FRAME ANCHOR
REQUIREMENTS
SEE SINGLE WINDOW REQUIRED AT EACH
ELEVATION FOR WINDOW WHEN WINDOW IS
TABLE" SHEET 1
FOR REQUIREMENTS.
r ANCHOR 30" OR LESS WIDE.
REQUIREMENTS &
w POSITIONS AT SIDES
x
OF WINDOWS j
0
INDIVIDUAL WINDOW
WIDTHS ARE RESTRICTED
r
ITO DIMENSIONS SHOWN
BUT OVERALL UNIT
FRAME WIDTH SHALL
CONTRO
U \ jllllll 1 11111111
INSTALLATION CLIPS WHERE SHOWN. SEED
FRAME ANCHOR REQUIREMENTS TABLE" ON
SHEET 1 FOR REQUIREMENTS.
NOTE: CLIPS MAY BE USED AT HEAD ALSO
IN LIEU OF FRAME SCREWS
ALLOWABLE DESIGN PRESSURE
XOX WINDOWS)
30 PSF
PRESSURE SHOWN IN THIS TABLE IS FOR
INSTALLATION CONDITIONS ONLY. THE
GOVERNING DESIGN PRESSURE ON THE
WINDOWS SHALL BE THE LESSER OF THAT
SHOWN IN THE INDIVIDUAL WINDOW'S STATE
APPROVAL OR THAT SHOWN IN THIS TABLE.
I—''
4,,ff "
W
4,t'- 4""' 4" 4" 4"
EXTERIOR ELEVATION: L MIDDLE ANCHOR NOT
FIXED WINDOWS
REQUIRED AT EACH
MULTIPLE OPERABLE WINDOW WHEN WINDOW
FRAME SCREW INSTALLED SERIES 20) IS 30" OR LESS WIDE.
SCALE 3/4" = 1'-O"
Ng :
1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED.
2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES & IS RESTRICTED
TO A MAXIMUM OVERALL FRAME WIDTH OF 96".
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g SHEEP
NO. 3
OF
SUBSTRATE BY OTHERS PER FRAME ANCHOR PER
FIN ANCHOR PER ELEVATION FRAME ANCHOR ELEVATION
SEALANT BY REQUIREMENTS TABLE"
OTHERS BEHIND<
NAIL FIN
1/4" MAX.
SPACE
SEALANT BY
OTHERS SEALANT BY
OTHERS
SERIES 10
WINDOW
FRAME
c
EXTERIOR
EXTERIOR
w
w
SERIES 10
WINDOW
SERIES 20
FRAME WINDOW
SEALANT BY FRAME
OTHERS
SEALANT BY
1/4"
OTHERS.
MAX. SHIM
SEALANT BY
OTHERS BEHIND ' _ _.. _ _
NAIL FIN
SUBSTRATE BY OTHERS PER
FRAME ANCHOR
REQUIREMENTS TABLE"
SERIES 20
WINDOW
FRAME _
c
1/4" MAX. SHIM
AT EACH ANCHOR
INSTALLATION CLIP
PER ELEVATION
1 /4" MAX.
SHIM AT EACH CUP
FIN ANCHOR PER ELEVATION SUBSTRATE BY OTHERS PER
SECTION Al "
FRAME ANCHOR .' ' ' INSTALLATION CLIP SCREW
SCALE: 1/2 FULL 5 REQUIREMENTS TABLE" SUBSTRATE BY OTHERS PER PER ELEVATION (1 PER CLIP)
FRAME ANCHOR
CONTINUOUS WOOD MEMBER LESS IN SIZE THAN A 2X_ BUCK REQUIREMENTS TABLE"
TO BE MINN. 3 1/2" DEEP (NOT REQUIRED WHEN SHIM SPACE _ SECTION AzISWITHIALLOWABLEDIMENSIONSSHOWNINSECTIONS). SCALE:
1/2 FULL S SUBSTRATE
BY OTHERS PER "
FRAME ANCHOR REQUIREMENTS
TABLE" SEALANT
BY — OTHERS
FRAME
SCREW PER ELEVATIONS FRAME
ANCHOR REQUIREMENTS
TABLE" EXTERIOR
OPTIONAL (
SERIES 20) DIRECT MOUNT DETAIL TO
SUBSTRATE WITH SPACER HEAD
SECTION (SILL
HOWN,
NOT
TA SIDES
ARE INSTALLED THE SAME) FOR
DETAIL NOT SHOWN. SEE SECTIONS A2/4 & B2/4) 1.
325 I ^-
II 0.293 0.
060 J O1
INSTALLATION CLIP VINYL)
1/
4" MAX. SPACE SUBSTRATE
BY OTHERS
PER FRAME
ANCHOR REQUIREMENTS
TABLE"
FIN
ANCHOR PER ELEVATION
SEALANT
BY OTHERS
BEHIND NAIL
FIN FRAME
WIDTH ---- SERIES
10 WINDOW
FRAME
EXTERIOR
w og^
rn SEALANT
BY OTHERS
SECTION
81 w :
3 v
n nISCALE:
1/2 FULL 30 o
ao mN r 1/
4" MAX. SHIM FRAME WIDTH--- 3 a AT
EACH ANCHOR z
SUBSTRATE
BY OTHERS
PER SERIES
20 w
jqk
FRAMEANCHORWINDOWc IL REQUIREMENTS
FRAME z LL TABLE"
o
N
S
im o
FRAME
ANCHOR O o z6. PER
ELEVATION w
Eh
a
8 S EXTERIOR
N Vp z662SEALANT
BY C.)N $ = OTHERS
z na 3
L) SECTION
B2 ° SCALE:
1/2 FULL 5 o:
LL!
d zi
tq Z ::
S OF
4
REQUIRED INSPECTION' SEQUENCE.
RIP9.
Max Ins2ecdon' Desc!2Mio—IL.
Footer / Setback
Remwa-II 1
Foundation' / Form Board -Survey
Slab /* Mono S 1ab- Pke-pour
Lintel / Tie Beam / Fill Down Cell
Sheathing W- aRs-
Sheathing Roof -
Roof Dry 1h
Frame
Insulation Rough In
Firewall S'cr'ew Pattern
Drywall / Sheetrock
Lath Ins pe6,tion
Final Solar
Final' Roof
Final Stacc6. /,Siding
Insulation Final
Final Utility; Building -
Final Door
Final Window -
Final Screel.RoomA
Final., Pool Screen Enclosure
Mobile Home Building Final
Pre: Demo
Final Demo
Final' Single Bamil'y;R-esfdenceo
Final. Building (Other)
Address:
Mnm Mgt Ins2e!cdom Descrapiflon
Electric Underground
Footei [Slab Steel Bond
Electric Rough
T.U.Q.
Pre -Power Final
Electric Final
Minn max.
IM T,
Ins e flon Descrl2floim
Plumbing Underground '
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
NOW-*
Mm Max: on DescriRtfon Mechanical
Rough MechaM' *
cal. Final j.
min
M AC rmspedion.Describ 'on Gas
Underground I
Gas Rough Gas.
Final REVISED.*
June 2014