HomeMy WebLinkAbout2833 Grove Dr; 16-3438; REPLACING WINDOWSDEC 2 9 2016
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: l " _) V--;5S/
Documented Construction Value: $
Job Address: G- 'O V C,// Jn'vQ_'-
Parcel ID:
3 2--3
Historic District: Yes No
Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work:
Plan Review Contact Person:
Phone: Fax: Email:
Title:
t
Property /Ow er In2fo rm honNamene: Street:
I C K VE jy Ue— Resident of property? City,
State Zip: c`V V Contractor
Information Name
Street:
City,
State Zip: _ Name:
Street:
City,
St, Zip: Bonding
Company: Address:
Phone:
Fax:
State
License No.: Arch
itect/Eng1neer 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, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may bt
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 l 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.
12 2 q I tq;
Signature JS Owner/Agent Date
521L4D
pint Owner/Age is Name
Ab
LISA ANTONINI
Notary Public - State of Florida
My Comm. Expires May 21, 2018
Commission # FF 125242
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Permits Required
Construction Type:
Total Sq Ft of Bldg:
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Building Electrical Mechanical Plumbing[] Gas[] Roof
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps,
Fire Sprinkler Permit: Yes No # of Heads
161&.
APPROVALS: ZONING:--1-7 f JTILITIES:
ENGINEERING:
COMMENTS:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: -%-- I - 12• I (o
Revised: June 30, 2015 Permit Application
OWNER BUILDER STATEMENT/AFFIDAVIT
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for
homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities.
OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT
BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement)
I understand that state law requires construction to be done by a licensed contractor and have applied for
an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of
the property listed, may act as my own contractor with certain restrictions even though I do not have a
license.
r I understand that building permits are not required to be signed by a property owner unless he or she is
responsible for the construction and is not hiring a licensed contractor to assume responsibility.
I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I
may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed
in his or her name instead of my own name. I also understand that a contractor is required by law to be
licensed in Florida and to list his or her license numbers on all permit and contracts.
I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I
may also build or improve a commercial building if the costs do not exceed $75,000. The building or
residence must be for my own use or occupancy. It may not be built or substantially improved for sale or
lease. If a building or residence that I have built or substantially improved myself is sold or leased within
in I year after the construction is complete, the law will presume that I built or substantially improved it
for sale or lease, which violates this exemption.
I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise
persons working on my building or residence. It is my responsibility to ensure that the persons whom I
employ have the licenses required b law and b city ordinance. p Y q Y Y tY
I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an
owner -builder permit that erroneously implies that the property owner is providing his or her own labor
and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any
injuries sustained by an unlicensed person or his or her employees while working on my property. My
homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -
builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is
not licensed to perform the work being done. Any person working on my building who Is not licensed
must work under my direct supervision and must be employed by me, which means that I must
comply with laws requiring the withholding of federal income tax and social security contributions
under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation
for the employee. I understand that my failure to follow these laws may subject me to serious financial
risk.
Rev. 9.14.2009
It
I agree that, as the party legally and financially responsible for this proposed construction activity, I will
abide by all applicable laws and requirements that govern owner -builders as well as employers. I also
understand that the construction must comply with all applicable laws, ordinances, building codes, and
zoning regulations.
IC
I am of aware of construction practices and I have access to the Florida Building Codes.
I understand that I may obtain more information regarding my obligations as an employer from the Internal
Revenue Service, the United States Small Business Administration, the Florida Department of Financial
Services, and the Florida Department of Revenue. I also understand that I may contact the Florida
Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for
more information about licensed contractors.
I am aware of, and consent to, an owner -builder building permit applied for in my name and understand
that I am the party legally and financially responsible for the proposed construction activity at the address
listed below.
J I agree to notify the building department immediately of any additions, deletions, or changes to any of the
information that I have provided on this disclosure or in the permit application package.
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person
who does not have a license, the Construction Industry Licensing Board, the Department of Business and
r Professional Regulation and the building department may be unable to assist you with any financial loss
that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in
civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an
individual or firm is injured while working on your property, you may be held liable for damages. If you
obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying
whether the contractor is property licensed and the status of the contractor's workers' compensation
coverage.
Property Address: 2 OA JV1V 2-- GA
I, Sz, L TJ p !/ s / D , do hereby state that I am qualified
and capable of performing the requested construction involved with the permit application filed and agree to the
conditions specified above.
Signattffe of Owner -Builder
Form of Identification
Must be Photo ID)
Date
i2-/,q11
1)
0/6 A
violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not
exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting
jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for
unlicensed activity against the owner and any person performing work that requires licensure under the
permit issued. Rev.
9.14.2009
RtCORD COPY
14EVIEWED FOR CODE COMPLIANCE
PLANS EXAMINER
DATE '
r — c
A PERMIT ISSUED SHALL BE CON TO BE A
LICENSE TO PROCEED WITH T ORK AND NOT AS
AUTHORITY TO VIOLATE, NCEL, ALTER OR SET
ASIDE ANY OF THE PRO IONS OF THE TECHNICAL
CODES, NOR SHALL IS ANCE OF A PERMIT PREVENT
THE BUILDING 0 ICIAL FROM THEREAFTER
REQUIRING A COR ECTION OF ERRORS IN PLANS, TRUCTION R VIOLATIONS OF THIS DE
4
N
Fe— (Ac-e--
16-3438
SANF ORD
67
Page 1 of 2
BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications ( FBC Staff ( BCIS Site Map i Links Search
Florida
V-0% El;,'r, Product Approval
USER: Public Userdrri:r.wPoi ev
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL14039-112
Application Type Revision
Code Version 2014
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
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Ply Gem Windows
433 N. Main St.
Rocky Mount, VA 24151
540)484-6271
ablomberg@plygemwindows.com
Adam Blomberg
ablomberg@plygemwindows.com
Windows
Single Hung
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
Standard
AAMA/WDMA/CSA 101/I.S.2/A440
Method 1 Option A
04/22/2015
04/22/2015
04/25/2015
Year
2005
1 6 - 3 4 3 8
a
1/12/2017
Page 2 of 2
Summary of Products
FL # Model, Number or Name Description
14039.1 4712/4812 Single Hung 4712FL/4712F/4812F Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14039 R2 C CAC NI010366.01-R2.Ddf
Approved for use outside HVHZ: Yes FL14039 R2 C CAC NI010366.02-R2.Ddf
Impact Resistant: No FL14039 R2 C CAC NI010366.03-R3.1)df
Design Pressure: N/A FL14039 R2 C CAC NI010366-R2.Ddf
Other: See installation detail for sizes and ratings. FL14039 R2 C CAC NI010367.02-R1.Ddf
FL14039 R2 C CAC NI010367.03-RI.odf
Quality Assurance Contract Expiration Date
08/31/2018
Installation Instructions
FL14039 R2 II PGW029 SS.odf
FL14039 R2 II PGW030 AT.Ddf
Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14039 R2 AE PER3050 SS 2015-04-19.Ddf
Created by Independent Third Party: Yes
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487. 1395. ;Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under
Chapter 455, F.S., please click here .
Product Approval Accepts:
eCheck ... m.
Credit Card
Safe
1/12/2017
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN,
UNLESS OTHERWISE STATED.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF
ANCHORS TO BE USED FOR PRODUCT INSTALLATION.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF±1/2INCH OF
THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT
CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE
INSTALLATION ANCHOR TO THE NEXT.
4. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO
CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE (1) 3116
INCH ITW TAPCON PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 11141NCH
MINIMUM EMBEDMENT.
5. FLANGE INSTALLATION: FOR INSTALLATION THROUGH STEEL STUD USE ONE (1) #10
SELF -TAPPING SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS
MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE.
6. FIN INSTALLATION: FOR INSTALLATION THROUGH STEEL STUD USE ONE (1)#8
SELF -TAPPING SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS
MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE.
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING
BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING.
8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING.
DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED.
9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION
ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF
BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH
SPECIFIED BY THE ANCHOR MANUFACTURER.
11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES:
A.CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
B. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR
GREATER).
C. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 33
MILS. (20 GUAGE)
471214812 SINGLE -HUNG (NON -IMPACT)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN
EVALUATED ACCORDING TO THE FOLLOWING:
AAMA/WDMA/CSA 101/I.S.2/A440-05
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS A
MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION ISTHE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FOR USE WITH THIS DOCUMENT.
5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO
PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
6. WINDOW FRAME MATERIAL: ALUMINUM 6063-T5
7, GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS
CHARTS. SEE SHEET 5 FOR GLAZING DETAILS.
B. DESIGNATIONS "X" AND "0"STAND FOR THE FOLLOWING:
X: OPERABLE PANEL
0: FIXED PANEL
TABLE OF CONTENTS
SHEET REVISION SHEET DESCRIPTION
I A GENERAL & INSTALLATION NOTES
2 ELEVATIONS& ANCHOR LAYOUTS
3 4712FL VERTICAL & HORIZONTAL SECTIONS
4 4712F VERTICAL & HORIZONTAL SECTIONS
5 4812E VERTICAL &HORIZONTAL SECTIONS
PRODUCT
OVERALLSIZE DP RATING
PSF)
MISSILE IMPACT
RATINGWIDTHHEIGHT
4712FL 48" 83.93" 50/-70 NOT RATED
4712FL 53" 72" 50/-60 NOT RATED
4712F 53" 72" 50/-60 NOT RATED
4712F 48" 83.93" SO / -60 NOT RATED
4812F 48" 84" 50/-60 NOT RATED
4812F 48" 96" 30/-30 NOT RATED
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2015.04.10 10:48:44-04'00'
aa PLy G`EW{ND0V
433 N. MAIN 5T., PO BOX 559,
ROCKY MOUNT, VA 24151
PH: 540484-6348 FX: 540-484-6683
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ELEVATION
UNIT MAX.
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D.L.O MAX.
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D.L.O. MAX. F vHEIGHT
33.25"
UNIT
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SASH MAX.
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1
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ANCHOR LAYOUT
SEE ANCHOR
SCHEDULE
SEE ANCHOR
SCHEDULE
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INSTALLATION QTY PER EMBEDMENT
ANCHOR TYPE SUBSTRATE DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE
TYPE LOCATION IN.)
IN.) IN.) IN.) IN.) IN.)
8SELF-TAPPING FIN 1 STEEL STUD 3THREADS N/A 12 12 9 4
3/16" ITW TAPCON FLANGE 1 CONCRETE/MASONRY 1.25 2.5 20 20 4
10 SELF -TAPPING FLANGE I STEEL STUD 3 THREADS N/A 20 20
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PERIMETER CAULK
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8 SELF -TAPPING SCREW
INSTALLATION ANCHOR
METAL STUD -FRAMING
BY OTHERS
INTERIOR
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SHIM SPACE
METAL STUD FRAMING
BY OTHERS
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3 THREADS MIN. INSTALLATION ANCHOR
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SHEET:5 OF 5
4812 FIN 5 - STEEL STUD FRAME
4812 FIN
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN,
UNLESS OTHERWISE STATED.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF
ANCHORS TO BE USED FOR PRODUCT INSTALLATION.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 31/2 INCH OF
THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT
CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE
INSTALLATION ANCHOR TO THE NEXT.
4. FIN INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1) #8
WOOD SCREW, IOU COMMON NAIL OR 11 GAUGE ROOFING NAIL OF SUFFICIENT
LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.
5. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 2X WOOD FRAME USE ONE (1)
10 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM
EMBEDMENT INTO WOOD SUBSTRATE.
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING
BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING.
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING.
DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED.
8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH
SPECIFIED BY THE ANCHOR MANUFACTURER.
9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55.
PLY GEM WINDOWS
471214812 SINGLE -HUNG (NON -IMPACT)
AS TESTED
GENERAL NOTES: -
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN
EVALUATED ACCORDING TO THE FOLLOWING:
AAMA/WDMA/CSA 101/I.S.2/A440-05
2. ADEQUACY OF THE EXISTING STRUCTURAL 2X STUD
FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM
CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED
PRODUCT LOADS TO THE FOUNDATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
FOR THE PROJECT OF INSTALLATION.
3. 2X BUCKS SHALL BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FOR USE WITH THIS DOCUMENT.
5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO
PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
WINDOW FRAME MATERIAL: ALUMINUM 6063-TS
6. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS
CHARTS. SEE SHEET 5 FOR GLAZING DETAILS.
7. DESIGNATIONS "X"AND "0" STAND FOR THE FOLLOWING:
X: OPERABLE PANEL
0: FIXED PANEL
TABLE OF CONTENTS
SHEET REVISION SHEET DESCRIPTION
1 A GENERAL 6 INSTALLATION NOTES
2 ELEVATIONS 6 ANCHOR LAYOUTS
3 4712FL VERTICAL 8 HORIZONTAL SECTIONS
4 4712F VERTICAL d HORIZONTAL SECTIONS
5 4812F VERTICAL d HORIZONTAL SECTIONS
PRODUCT
OVERALLSIZE-- DP -RATING--MISSILE-IMPACT-
PSF)-- RATING- -- WIDTH- HEIGHT-
4712FL 48" 83.93" 50/-70 NOT RATED
4712FL 53" 72" 50/ -60 NOT RATED
4712F- 53"-- 72'--- 50%60===NOT:RATED-
4712F 48" 83.93" 50/-60_ NOT RATED
4812F 48"__._ 84_.. 50./-60-_--NO.T_RATED-
4812F.. 48" 96". 1 +30/.-30 1 NOTRATED.
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2015.04.10 10:47:11-04'00'
PLY
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GEM
433 N. MAIN 5T., PO BOX 559,
ROCKY MOVNT, VA 24151
PH: 540 84-6348 FX: 540-484-6683
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WIDTH 53.00"
D.L.O MAX.
WIDTH 49.44"
3 4
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UNIT
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HEIGHT
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WIDTH 51.25"
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UNIT MAX.
WIDTH 48,00"
01.0 MAX.
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SEE ANCHOR SCHEDULE I
SCHEDULE 5
SASH MAX.
WIDTH 46.25"
SEE ANCHOR ELEVATION
0•• SCHEDULE
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SEE ANCHOR
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CAULK BETWEEN
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CONCRETE/ MASONRY BY OTHERS
2X WOOD BUCK
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EXTERIOR FINISH
BY OTHERS
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4712 FLANGE
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CONCRETE/ MASONRY
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2X WOOD BUCK
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10 WOOD SCREW
INSTALLATION ANCHOR
3/4" MIN.
EDGE DISTANCE
SEE GLAZING
DETAIL I EXTERIOR FINISH
EXTERIOR
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STRUCTURAL GRADE
O.A. SILICONE BY OTHERS
f WINDOW
WIDTH
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3 JAMB - 2X WOOD BUCK
4712 FLANGE
1/4" MAX.
1 112" MIN. SHIM SPACE
EMBEDMENT
2X WOOD BUCK BY OTHERS
INTERIOR #10 WOOD SCREW
INSTALLATION ANCHOR
1/4" MAX.
SHIM SPACE
INTERIOR
SEE GLAZING
DETAIL
3/4" MIN.
EDGE DISTANCE
SHEATHING'
BY OTHERS
EXTERIOR
EXTERIOR FINISH
BY OTHERS
STRUCTURAL GRADE
SILICONE BY OTHERS
O.A.
WINDOW
WIDTH
D HORIZONTAL SECTION
3 JAMB - 2X WOOD FRAME
4712 FLANGE
PPLyGEMWINDOWS
433 N. MAIN 5T, PO BOX 559,
ROCKY MOUNT, VA 24151
PH: 540-484-6348 FX: 540-484-6683
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2X WOOD BUCK -
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4712 FIN
SEE GLAZING
DETAIL 1
EXTERIOR INTERIOR
1
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HEIGHT
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CAULK BETWEEN 1 112" MIN. INSTALLATION ANCHOR
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4712 FIN
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SHIM SPACE
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WIDTH
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4 JAMB - 2X WOOD FRAME
4712 FIN
H VERTICAL SECTION
4 MEETING RAIL
INTERIOR
SEE GLAZING
DETAILI
EXTERIOR
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433 N. MAIN ST., PO BOX 559,
ROCKY MOUNT, VA 24151
PH: 540-464-6348 FX: 540-484-6683
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1VERTICALSECTION
5 HEAD - 2X WOOD BUCK
4912 FIN
1/2" MIN. GLASS
BITE
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NOTE:
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DETAIL 1 WITH ASTM E 1300 GLASS CHART
REQUIREMENTS
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EXTERIOR INTERIOR
O.A.
WINDOW
HEIGHT
1/4" MAX.
SHIM SPACE
SEE GLAZING
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433 N. MAIN ST., PO BOX 559,
ROCKY MOUNT, VA 24151
PH: 540-484-6348 FX: 540484-6683
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4812 FIN
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JAMB-2X WOOD BUCK
4812 FIN SHEET: 5 OF 5
City of Sanford
F D Doors - Windows Application Checklist
i
All permit application packages must be complete prior to acceptance. You must check each box to the
left or indicate n/a on this submittal. A complete application package shall include the following:
All permit applications must be complete prior to acceptance. A complete application shall include the
following:
Building Permit Application completed, signed and notarized. Application must include correct address
and complete parcel I.D. number.
Copy of a contract, signed by the contractor and the property owner, indicating the documented
construction value
f_Copy of applicable contractor's license issued by the State of Florida (if the contractor is the
Napplicant).
if
v J-A site specific notarized power of attorney shall be required from the licensed contractor if
he/she appoints an employee of his/her company to sign the permit application as the contractor.
Certificate of insurance indicating worker's compensation insurance coverage and naming the City of
Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of
Florida (must be submitted with each application if contractor is the applicant).
q-k- Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant).
k Two (2) copies of the floor plan indicating size; type and location of windows/doors.
Completed and signed Statewide Product Approval Specification Form.
Two (2) copies of the manufacturer's installation instructions.
These guidelines were compiled to assist the applicant in preparing a windows / doors permit application and
may not be complete. The applicant is required to meet all City of Sanford, state, and federal code
requirements.
Y.
Revised: February 2015
DEC. 2016
REQUIRED INSPECTION SEQUENCE
BP# Address: 28 3 3 E RavA
BUILI ING PERMIT
Min Max Ins ection Descri $ion
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other) .
I+ LECTRICA`L PERMIT .
Min Max Inspection Description
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Y '*i'b®®.*gg 'F.';py7af C%'T iF a''`#'+ ,+nr.^"'#ai'
Max
iz5,z" <•• 'da', `, y , ! „ Y
Ins ection Descrn tionMin
Plumbing Underground
Plumbing -Sewer
Plumbing Tub Set
Plumbing Final
Min Max Inspection Description
Mechanical Rough
Mechanical Final
Minn Max Inns ecti®n Descrijption
Gas Underground
Gas Rough
Gas Final
REVISED: June 2014