HomeMy WebLinkAbout120 Long Leaf Pine CirCITY OF SANFORD
Nr-= 77N, BUILDING & FARE PR EVENTI "0
PERMIT APPLICATION
OCT 18 2016 1
Application No,: YO
Documented Construction Value-5
Job Address: L"NCA Lecx -VI-ne- C , t r historic Di.s',trict:Ye-,,E]No ,.EI
Parcel ID: S00% - 0000- (z k Conin.i9rcialn
TypeofWork: NeivEl Addition[] Alteration Repairn DetnoD ChllngeofUscEl movell
Description of Work- REPLACE ;,
W'% 5 7,!R 4)CSl
Plan Review Contact Person: MEGAN CONSTABLE Titiv. AGENT
Phone: 352-300-3360 Fax 352-861-7587 PERMITSPLUSLLC GMAI
I
LCOM
Property Owner Information`
Nanic al(k-pme Ph oil C.-
Street;Le-ok-- Pir)e- C\ C Resident of property? YES
City, State Zip: trAl (
Contractor Information
Name LOWES - PETER A CAFARO 352-300-3360
Phone,
Street: PO BOX 781933
Fax: 861-7587
City State Zill: PRLAND10,FL32878 CGC1508417
p State License No.:
Arch i tecttEngi nee r Information
Name: N/A
Phone.
Street-, Fax:
City, S11 ZIP: E-mail:
Bouding Company:
N/A
MortgageLender:
Address: Addros:
WARNING TO OWNER; YOUR FAILURE TO RFCOR0 A NartcF., OF CONINIENCENTENTINIAN? RESULT IN YOUR
PAYING *11VICE FOR 0111110 VEINMV, IS TO YOUR PROPERTY. A NOTICE, OF CONUNIF4 CE, IE 1'.4 JUST B
RECORDED AND Posnt) ONTuE joB SITE,BEFORE THE FIRST INSPECI*ION. IF YOU INTEND TO' OBTAIN
FINANCING, CONSUt.T WITH YOUR LENDER OR AN AWORNEV RE —FORE RECORDING YOUR NOTICE, M'
COININIFNCEMENI'.
Application is hereby made to obtain a permit to do the warkand installations as indicated. I ceni4t that no work.or installation has
commenced prior to titc issuance ora permit and that.all work,will be performed to meetstandards -till la ' lfwsregula. tingxonstructionin
this jurisdiction. I understand that a scparate perinit must be secured for electrical work, plumbing, signs] well's" poqlsi furnaces,
boilers, heaters, tanks, and air 6nditioners. etc. FHC
105.3 Shall he inscribed with 14 date ohipplicution and the code in effect at nrasat onte- 51 Vdittots (2014) Florida 0ultdingCotic Rvviso&
rune 3(1. 2015 PCIM Application
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.
swat= or oZwAgoa Date
Print Ow=/Agau's Nam
Signature of Notary -Stele or Florida We
Q-0ak Q)M CLW-L o- T 1(-e
Signature o ontroetot/Agent Date
MEGAN CONST4E
Prue Contrassbt/Adetn's Name
St "o"Fl0r CFPRF S?10M GALAS
IAY COMMISSION #FF049697
EXPIRES September 29, 2017
3 -0153 FlcridallofaryService.com
Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or
Produced 1D Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building[3 Electrical[] Mechanical Plumbing[] Gas[] Roof[]
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: O / UTILITIES: WASTE WATER:
ENGINEERING:
COMMENTS:
Revised: June 30. 201 S
FIRE: BUILDING: SF rr>1a- t&
Pamit Appisemion
2016-10-17 12:12 isoprt75 4074304069 >> P 2/7
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NOTICE TO CUSTOMER - PRICE CALCULATIONS: In to property pe.'form Ration of certain Goods, the Contract Price may include more
Goods gran actrmlly WHI be installed based on the measured square footage of the Project Area As a result, Vie esPricePart/ agree that the slxn
stated iR this Contract is calculated both the value Goods required to h the Contract (including waste), which may exceed the acWalexceedactual
squate foots of and the m y be estimatedate m
signing th Con hela aCusromer a
which maybe estimated based on the amount of Goods required to fulfill the Contract ('srdudir waste).
signingliow, of this notion and that IncludesIrefundedBybeoncetiroInstallationServiceseremrwl agrees and understands the Price these costa which may
NOTICE TO CUSTOMER: Federal law requires Lowe's to provide you with the
pamphlet Ramwafq Right By signing this Contrail, Customer aclmowledges
having received a copy of this pamphlet before work began hHorming Customer Contrail Total
of ilia potential risk of the lead hazard exposure from renovation activity to be applicable taxes Includ d
performed in Customer's dwelling unit
If rotted wood s di covered during on additional charges will . You n a
must bs comolated and signed by the wstomer for any additional charges. Customer must Initial.
order
v,rxik M me not soedlfed is imt IrcJuded In flits WNrad. My a additions wtll he ffi an charge for the matanal and labor.
NOTICE TO OWNER: — ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW {SECTIONS 713.001-713.37, FLORIDA
STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN
FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THiS CLAIM IS KNOWN AS A
CONSTRUCTION LIEN. iF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS,
SUMU13CONTRACTORS OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR
PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR
CONTRACTOR, YOUR CONTRACTOR MAYALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN 1S FILED YOUR
PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERALS; OR OTHER SERVICES THAT YOUR
CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE
IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS: S MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A
WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER"
FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THATYOU CONSULT AN ATTORNEY.
PHOTO RELEASE: Customer graft to Lowe's and Lowe's employees and independent contractors the right to tale photographs of the Premises where
Installation Services will be perfomTed and all work performed at the Promises related to this Conrad, and irrevocably grants to Lowe's all right We and
interest In and to the photographs for use In all markets and media, worldwide, in porpetulty. Custorer authorizes Lowe's to copyright, use and publish the
photographs in print and/or e6etrenicaIly, and agrees that L owes may use such photographs for any lawfrd rt mg, but not limited to, marketing.
advertising. publicity, Illustration, training and Web conterk 'By initialing mere, Customer agrees to the =m [Customer to initial to the left].
Work Is to manoe upon reasonable availability of Contractor and/or any special or ac omar made Goodie) which Is arNclpated to be ILr.1 M4- [fill in data]. Estimated completion date is a1Cs . [tiu In date]. Saitl
had substantial completion date is of the essence. A statement of any contingendes that would materially change said estimated substantial completion
data is as follows: tS -b L% iS if
applicable, iaserf a statement of such contingencies). This
Contract provides that all claims by Customer or.Lowa's will be resolved by BINDING ARBITRATION. Customer and Lowe's GIVE UP THE RIGHT TO
GO To COURT to anfotce this Contract (EXCEPT for matters that may be taken to SMALL CLAIMS COURT). Lo;Ws and Cusio nays rights will be determined
by a NEUTRAL ARBITRATOR and NOT a judge or Jury. Lowe's and Customer are. entitled to a FAIR HEARING, But the arbitration procedures
are SIMPLER AND MORE UMITED THAN RULES APPLICABLE iN COURT. Arbitrator dwislons are as enforceable as any court order and are
subject to VERY LIMITED REVIEW BY A COURT. FOR MORE DETAILS: Review the section titled ARBITRATION AGREEMENT, WAIVER OF .IURY TRIAL.
AND WAIVER OF CLASS ACTION ADJUDICATION found in the Terrus and Conditions of this Contract. DO
NOT SIGN THIS CONTRACT UNTIL COMPLETE AND. YOU HAVE READ THE TERMS AND CONDITIONS CONTAINED ON -ALL PAGES
OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDERSTAND AND
AGREE TO THE TERMS AND CONDITIONS SET FORTH ON ALL PAGES OF THIS CONTRACT. YOU ARE ENTITLED TO A COPY
OF THIS CONTRACT AT THE TiME OF SIGNATURE. WITNESS
OUR HANDS) AND SEAL(S) BELOW THIS 3 i l DAY OF C _ f o &tAL -so 117 Lowe'
s Home Centers, LLC owner
Lowe'
3 Ruth Representable Coownor or Witness Customer
admowdedges receipt of a true copy of this contract which was completely filledin prior to Customsrs execution hereof. You, the buyer, may
IMPROVING HOME IMPROVEMENT
P. O. Box 781993
Orlando, Florida 32878
Phone: (407) 393-9161 Facsimile: (407) 407-393-9151
Limited Power of Attorney
Date: )D - 0- l U
To: Building Dept.
From: Peter Anthony Cafaro III
I hereby name and appoint, Megan Constable, Gregory Galas, Naomi Mason, Anne Romano, Donna
Malvar, Joshua Galas, Alivia Terriaca, Michaela Spena, Phillip Romano, or Sabrina Sierens, a permit
service for Lowes Home Centers, to be my lawful attorney in fact to act for me to register my license and
apply to:
CI-N for a w V\j permit for work to be performed at:
Lot: \
1 '
Blk: _ Sec:. Twp: 2(1 Rge:
Subdivision: ail ( LOI V i l a}' l or Altk`ey: I (2 d 30 5bq C)00 O O I 1 O
Address of Job: 1 1 e Q-F- 1 l Q c
Owner of Property: V v o l_JCS<>
and to sign and do all things necessary to this appointment.
Thank you for your
Sincerely,
Pet Anthony Cafaro III
unary State Qualifier
CGC 1508417
State of Florida
County of Orange
The foregoing imstrumentYacknowledged before me by Peter Anthony Cafaro III, who is personally known to me and who
did not take an o Sworn
to and s scribe efore me this day of bG 2016. Not
Pu c //_--l[- -- - -
ks.HMST`i N1 lea{'11-:-1.S My
Co mission Tres: 10/21/2016 A [SEAL] cOPA;,,
ss,0N .Fr04 5W EXPIRES
September?_9.2017 iU;
1398-0153 Ploridallotaryaervlce.com
Product Approv
1fi-22 Permit #
Project
Location Address 1 W cification
Form EPAR-
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.org. 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
RE\nEViED FOR CODE COMPLIANCE Sectional
Sr I Roll
Up PLANS EXAMINER Automatic
Other
2.
Windows Single
Hun Horizontal
Slider 04 Casement
Double
Hun Fixed
Awning
Pass
Through A PERMIT ISSUED SHALL BE CONSTRUED TO BE A 1
THE WORK AND A10T.A.2- Projected
deENSE:
Fe4Re6EEE) AUTHORIT
WIT!
TO
VIOLATE, CANCEL, ALTER OR SET Mullions
ASIDE ANY C F THE PROVISIONS OF THE TECHNICAL Wind
Breaker THE B611. DING OFFICIAL FROM THEREAFTER Dual
Action REQUIRING Other
June
2014 OCT
j g 213
Category/Subcategory Manufacturer Product
Description
Florida Approval #
including decimal)
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category / Subcategory Manufacturer Product
Descri tion
Florida Approval #
include decimal)
5. Shutters
Accordion
Bahama
Colonial
Roll up
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 M QQ 0',
Applicant's Name
Please Print)
June 2014
2016-10-17 12:15 isoprt75 4074304069 >>
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BCIS Home Log In f User Registration ,!: Hot Topics I Submit Surcharge Stats & Facts { Publications 1 FBC Staff ! 8CIS Site Map I Links Search
rL Gl
Product ApprovalibUSER: Public User
rgduct, A1 prrpal_F1ar u > P,-griuctr_1phl ctign, Se;,.n;ll > Application List
Search Criteria Refine Search
Code Version 2014 FL# 11828.2
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
FL# Type Manufacturer Validated 8v Status
FL1.162 ..: Revision Atrium Companies Inc. American Architectural Approved
R10 FL#: FL11828.2 Manufacturers
History Model: 130 Horizontal Slider, XO and XOX, Fin and Flange Association
Description: LC-PG40-1880x1600 (74x63)-HS XO, LC- 214) 878-1642
PG50*-1880x1270 (74x50)-HS XO,LC-PG30-2743x1600
108x63)-HS XOX,LC-PG50*-2743x1270 (108x50)-HS
Category: Windows
Subcategory: Horizontal Slider
Approved oy UdrK. Approvals Dy uDYK snail De reviewed and tanned by the FUL and/or the Lommission it necessary.
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Coopyrloht 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:
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION
SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE
MAXIMUM SI2E LISTED.
3. INSTALL INDIVIDUALINSTALLATION ANCHORS WITHIN ATOLERANCE OF±1/2
INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E.,
W ITH OUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT
CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING
SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4, INCH, SHIM WHERE
SPACE OF-1/16INCH OR GREATER. OCCURS. SHIM(S) SHALL BE CONSTRUCTED
OF HIGH. DENSITY PLASTIC OR BETTER.
5. THROUGH FRAME: FOR INSTALLATION INTO WOOD FRAMING USE #10
WOOD SCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE 1
1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.
6. THROUGH FRAME: FOR INSTALLATION THROUGH IX BUCK TO
CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY,.USE 3/16
INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 11/4
INCH MINIMUM EMBEDMENT.
7. THROUGH FRAME: FOR INSTALLATION INTO METALSTUD OR APPROVED
MULLION USE#10 GR.5 SELF TAPPING SCREWS THROUGH THE FRAME OF
SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION
BEYOND METAL FRAME SUBSTRATE.
8. THROUGH FIN: FOR INSTALLATION INTO WOOD FRAMING USE #8 WOOD
SCREWS THROUGH THE FIN OF SUFFICIENT LENGTH TO ACHIEVE 1.1/2 INCH
MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.
9. THROUGH FIN: FOR INSTALLATION INTO METAL STUD OR APPROVED
MULLION USE #8 GR.5 SELF TAPPING SCREWS THROUGH THE FINOF SUFFICIENT
LENGTH TO ACHIEVE A.MINIMUM OF 3 THREADS PENETRATION BEYOND
METAL FRAME SUBSTRATE. 10.
MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING
BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 11.
INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION
RESISTANT MATERIAL OR. HAVE A CORROSION RESISTANT COATING.
12.
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. 13.
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. 14.
INSTALLATION ANCHOR CAPACITIESFORPRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS
WITH THE FOLLOWING PROPERTIES: A. WOOD-
MINIMUM SPECIFIC GRAVITY OF'0.55. B. CONCRETE -
MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -
FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE
STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM
C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW
BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE
STRENGTH OF 2000 PSI. E. STEEL-
MINIMUM YIELD STRENGTH OF 33 KSL MINIMUM 18 GA. WALL THICKNESS. F.
ALUMINUM -
MINIMUM ALLOY-6063-TS. MINIMUM WALL THICKNESS OF 1/16" (
0.0625"). ATRIUM CORPORATION
SERIES 130
HORIZONTAL SLIDER
GENERAL NOTES:
1. THE
PRODUCT SHOWN HEREIN ISDESIGNEDAND MANUFACTURED TO COMPLY WITH
THE CURRENT IRC/IBC AND CURRENT FLORIDA BUILDING CODE (FBC),
EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO
THE FOLLOWING: AAMA/WDMA 101/
I.S.2/A440-08 2. ADEQUACY OF
THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X 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 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 ARCHITECTSHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
NON-HVHZ AREAS. 5. APPROVED IMPACT PROTECTIVE
SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING
IMPACT RESISTANCE, 6. WINDOW FRAME MATERIAL:
PVC 7. DISSIMILAR METALS INCLUDING
FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT
FRAMING SHALL BE PROTECTED IN ACCORDANCE WITH THE
CURRENT FBC. 8. GLASS SHALL MEET
THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 4
FOR GLAZING DETAIL. TABLE OF CONTENTS SHEET
REVISION SHEET DESCRIPTION
1 A GENERAL 6
INSTALLATION NOTES 2 A ELEVATIONS 3
A ANCHORLAYOUTS 4
A VERTICAL SECTIONS
d GLAZING. DETAIL 5 A HORIZONTAL SECTIONS
MAX O.A. SIZE
CONFIGURATION DESIGN PRESSURE MISSILE
IMPACT
RATING
WIDTH
HEIGHT
74" 50" XO 50
PSF NON -IMPACT 74" 63" XO 40
PSF NON -IMPACT 108" 50" XOX 50
PSF NON -IMPACT 108" 63" XOX 30
PSF I NON -IMPACT 9= AMBASSADOR ROW CALLAS,
TEXAS 75247 PH;
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UNIT MAX. _
WIDTH 74"
SASH MAX. O.L.O MAX.
WIDTH 36" WIDTH 33 Y8'
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UNIT MAX.
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SASH MAX. D.L.O MAX.
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D.L.O. MAX.
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D.L.O. MAX.
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TYPICAL ELEVATION
XOX CONFIGURATION
UNIT MAX.
WIDTH 108"
SASH MAX. D:L.O MAX.
WIDTH 35 YB' WIDTH 32'y6"
A L
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UNIT MAX.
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8.
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12" MAX. 6" FROM CORNER
O.C. HEAD/5ILL, TYP.
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ANCHOR LAYOUT
XOX.CONFIGURATION - THROUGH FRAME
ANCHOR LAYOUT
XOX CONFIGURATION - THROUGH FIN
4" FROM CORNER
HEAD/SILL, TYP.
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BY OTHERS
SEALANT BETWEEN
CONCRETE/MASONRY & 2X
WOOD BUCK BY OTHERS
2X WOOD BUCK BY OTHERS
8 WOOD SCREW
INSTALLATION ANCHOR
EXTERIOR FINISH
BY OTHERS
PERIMETER
SEALANT
O.A. UNIT BY OTHERS
HEIGHT
1 EXTERIOR
1'/2" MIN EMBEDMENT
TA1 TGIIT/lh
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3/4" MIN. EDGE
DISTANCE
SEE GLAZING
DETAIL
VERTICAL SECTION
C HEAD - 2X WOOD BUCK
v THROUGH FLANGE
SEE GLAZING
DETAIL
O.A. UNIT 1HEIGHT
PERIMETER 1/4" MAX.
SEALANT SHIM SPACE
BY OTHERS
o
I i/4" MIN.
EXTERIOR FINISH EMBEDMENT
BY OTHERS 4.
PRECAST SILL
OR CMU BY OTHERS 4
6' ITW TAPCON 1 1/2" MIN. EDGE
INSTALLATION ANCHOR DISTANCE
g VERTICAL SECTION
3 SILL - PRECAST CONCRETE
THROUGH FRAME
3/6' ITW TAPCON
INSTALLATION ANCHOR
CONCRETE/MASONRY
BY OTHERS
SEALANT BETWEEN
CONCRETE/MASONRY & 1X
WOOD BUCK BY OTHERS
1X WOOD BUCK BY OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER
SEALANT
O.A- UNIT BY OTHERS
HEIGHT
1 1/2" MIN.
EDGE DISTANCE
9001 AMBA55ADOR ROW'
1 1/4" MIN. DALLA5, TEXA575247
EMBEDMENT
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THROUGH FRAME
GLAZING
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TAPE
INTERIOR
EXTERIOR
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GLASS
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GLAZING DETAIL
NOTE:
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DWG #:
ATR067
SHEET: 4 OF 5
3 THREADS MIN..
PENETRATION BEYOND
METAL STRUCTURE
METAL STUD FRAMING 1/4" MAX,
BY OTHERS SHIM SPACE
10 SELF -TAPPING SCREW
INSTALLATION ANCHOR
3/4" MIN. EDGE
F DISTANCE
SHEATHING
BY OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT
BY OTHERS
O.A.
UNIT —
WIDTH
p HORIZONTAL SECTION
4 OPERABLE JAMB - METAL STUD FRAME
THROUGH FRAME
3/4" MIN. EDGE
DISTANCE
METAL STUD FRAMING 1/4" MAX.
BY OTHERS SHIM SPACE
8 SELF -TAPPING SCREW
INSTALLATION ANCHOR
3THREADS MIN. PENETRATION
BEYOND METAL STRUCTURE
SHEATHING
BY OTHERS
SEALANT BETWEEN
FIN & SHEATHING SEE GLAZING
EXTERIOR FINISH DETAIL
BY OTHERS
O.A.
UNIT
WIDTH
HORIZONTAL SECTION
4 FIXED JAMB - METAL STUD FRAME
THROUGH FLANGE
1 1/2" MIN.
EMBEDMENT
1/4" MAX.
CONCRETE/MASONRY BY OTHERS
SEALANT BETWEEN
CONCRETE/ MASONRY & 2X
SHIM SPACE WOOD BUCK BY OTHERS
2X WOOD BUCK
BY OTHERS
10 WOOD SCREW
INSTALLATION ANCHOR
4" MIN. AI EDGE DISTANCE
PERIMETER SEALANT
O.A. BY OTHERS
UNIT
EXTERIOR FINISH
WIDTH
BY OTHERS
F HORIZONTAL SECTION
4 OPERABLE JAMB - 2X WOOD BUCK
THROUGH FRAME
IG HORIZONTAL SECTION
4 MEETING STILE
1=1
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PH; (2I4)637-2696 FX Qj14)424-6734
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DWG #:
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SHEET: 5 OF 5
REQUIRED INSPECTION SEQUENCE
BP# 16, Z"v
BUIg,DING PERMIT
Min Marx Ins ection Description
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 Buildin4 (Other)
Address: 170 L-%JG
LECTRICAL PERMIT
Min Max Inspection IlDescri tion
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Min Max Ind ection 11Desciri tionn
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
MECI° ANICA PERMIT
1Min Max Inns ectionn Descril2tion
Mechanical Rough
Mechanical Final
Minn Max Inns ecflonn Description
Gas Underground
Gas Rough
Gas Final
REVISED: June 2014