HomeMy WebLinkAbout110 Rollins St11 I I u i Ir I i
RECEIVED
APR 14 2011
i; CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: Documented Construction Value: $
Job Address: p U S 5 Historic District: Yes No
Parcel ID: ?)5 -157;3 -000D Zoning: a _
Description of Work: P EP)_Ar,6 _/t e'-)cc, mooiZ- A2e' -
Plan Review Contact Person:
Phone:
Title:
E-mail:
Property Owner Information UD [VIC411WILl D
Name AWED l Phone: J ( 5 64 - 1 (_Q ?5
Street:
r 2 S 5( Resident of property? IA -
City, State Zip:
Contractor Information
Name 1. (--'1' '12 Lf5Phone: Street: _ -
Fax:Z City,
State Zip: t,fV r t l 6 Z State License No.: Architect/
Engineer Information Name:
Phone: Street:
City,
St, Zip: Bonding
Company: Building
Permit Square
Footage: -- No.
of Dwelling Units: ° Electrical
Fax:
Fax:
E-
mail: Mortgage
Lender: Address:
PERMIT
INFORMATION Construction
Type: Flood
Zone: New
Service 7 No. "of AMPS: Mechanical (
Duct layout required for new systems) No.
of Stories: Plumbing '
New
Construction - No. of Fixtures: Fire
Sprinkler/Alarm No. of heads:
A
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.
a . Y
NOTICE: In addition to the requirements of this permit, there may be additional restrictions „applicable to this
property that maybe 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 iworder
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 e ceed the documented
construction value when the executed contract is submitte d' will be p 'ed to o permit fees when the
permit is released.
e
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: f S -1P I UTILITIES:
ENGINEERING:
COMMENTS:
IM
of Con ctor sent v NJ Date
Name
Signature of Notary -State of Florida
Contractor/Agent is
Produced ID
N
Date
f '
IMPROVING HOME IMPROVEMENT
8529 South Park Circle
Orlando, Florida 32819
Bus: (407) 370-2872
Fax: (407) 352-6309
Limited Power Of Attorney
Date:
To: Building Dept.
From: Peter Anthony Cafaro III
I hereby name and appoint Christy Galas, Greg Galas, Sandra Barris, Donna Malvar, Jennifer
Fogel or Charity Schwingel, a permit service for Lowes, to be my lawful attorney in fact to act for
ne to register my license an apply to:
Eo x For a ermit for work to be performed at
the ocation: Lot: I Blk: Sec: Twp: Rge:
m .q . . 523.C= SuP ion
I j
LW I-r O 2 Parcel or Alt Key #
Address of Job I ly I t)L-u N s Owner
Of Property: W 1 1—. And
to sign my name and do all things necessary to this appointment. Thank
you for your assistance. Sincere
eter
Anthony Cafaro III Primary
State Qualifier CGC1508417
State
of Florida County
of Orange The
foregoing instrument was acknowledged before me by Peter Anthony Cafaro III, who is personally known
to me and who did not take an oath. Sworn
to and subscribed before this day46?-- 20_a.c ANNE S. ROMANO MY
COMMISSION # EE 029992 Notary
Public A s, } EXPIRES: October21 2014 My
Commission Expires: 10/21/2014 9TFOFFIOQ\
BondedThruBudgetNotarySerw" 029
O
cominnin r'n..nh, Drnnmrh, Annraicpr ri= 4/4
DAVIAJOHH5OK,CFA.ASA
PR®PERTY
i7hKFORD; FL32771-7466
rn ;
27
T_rLL11S,S
00
RO;
31
407-6657506 32
37APPRA[
SER
Ls
uvaLeoounr33
35 VALUE
SUMMARY VALUES
2011
Workin
2010
Certified
GENERAL
Value Method CostlMarket Cost/Market Number
of Buildings 1 1 Parcel
Id: 35-19-30-523-0000-0290 Depreciated
Bldg Value 53,448 58,551 Owner:
WHITETHEO Depreciated
IXFT Value 0 0 Mailing
Address: 110 ROLLINS ST Land
Value (Market) 10.000 12,000 City,
State,ZipCode: SANFORD FL 32771 Property
Address: 110 ROLLINS ST SANFORD 32771 Subdivision
Name: ACADEMY MANOR UNIT 02 Land
Value Ag 0 0 Just/
Market Value 63,448 70,551 Portablity
Adj 0 0 Tax
District: S1-SANFORD Save
Our Homes Adj 4,139 12,118 Exemptions:
00-HOMESTEAD(1994) Dor•
01-SNGLEFAMLY Amendment 1 Adj 0 0 Assessed
Value (SOH) 59,309 58,433 Tax
Estimator Portability
Calculator 2011
TAXABLE VALUE WORKING ESTIMATE Taxing
Authority Assessment Value Exempt Values Taxable Value County
General Fund 59,309 34,309 25,000 Amendment
1 adjustment is not applicable to school assessment) Schools 59,309 25,000 34,309 City
Sanford 59,309 34,309 25,000 SJWM(
Saint Johns Water Management) 59,3091 34,3091 25,000 County
Bonds 59,309 34,309 25,000 Potential
Portability Amount is $4,139 The
taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES
Deed
Date Book Page Amount Vac/imp Qualified QUIT
CLAIM DEED 01/2005 05595 0181 $100 Improved No 2010
VALUE SUMMARY FINAL
JUDGBVENT 11/2004 05522 1531 $100 Improved No Tax
Amount (without SOH): 663 WARRANTY
DE® 07/1987 01870 0583 $52,600 Improved Yes 2010
Tax Bill Amount: 568 WARRANTY
D® 04/1987 01840 0400 $56,000 Vacant No Save
Our Homes (SOH) Savings: 95 WARRANTY
D® 09/1986 01783 0922 $100 Vacant No 2010
Certified Taxable Value and Taxes WARRANTY
DBE 06/1984 01573 1013 $100 Vacant No DOES
NOT INCLUDE NON -AD VALOREM ASSESSMENTS WARRANTY
D® 10/1979 01247 1246 $71,000 Vacant No WARRANTY
DBE 08/1979 01243 0136 $69,000 Vacant No Find
Comparable Sales within this Subdivision LEGAL
DESCRIPTION LAND
Land
Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick.. LOT
0 0 1.000 10,000.00 $10,000 LEG LOT 29 ACADEMY MANOR UNIT 2 PB 16 PG 24 BUILDING
INFORMATION Bld
Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF FxEst. t
Wall
Bid Value Cost New
Buildin
1
SINGLEFAMILY
1987 6 1,063 1,401 1,063 CONCBLOCK $53,448 59,059 scpafl.org/.../
re_web.semi nole_county_... 1/2
STORE COPY
Stock or SOS: SOS
Select Location: Back Door
Number of Doors to Install :1
Hidden Damage Description : None
Install Specialized Mortise Hardware: No
Total Linear Feet of Custom Trim to be Installed: 0
Customer Understands Scope of the Project: Yes
Who Will Obtain Permit: Third Party
Additional Miles Traveled over 20 : 0
Local Disposal Fee: Yes
Other Work Charge: Yes
INSTALLATION DESCRIPTION
Door Type: Patio
Select New Door : Sliding
Side Lights or Transoms : No
Number of additional holes bored for accessories: None
Lead Safe Practices: No
Deliver Door: Yes
Permit Required: Yes
Permit Fee: Yes
Bring Up To Code Description : None
Describe Other Work Needed : grout tile threshold w; installer supplied
grout(tan) pad down header
Comments: No Comment
Additional Specifications:
Labor Charges
Detail Deduction
it
647.0 C
0.01
Notation: Lowe's will not make structural modifications, paint or stain or removelreinstall security system equipment. Customer is responsible to advise if prop-
erty is governed by Historic District Regulations. Additional Specifica#ions: The Environmental Protection Agency (EPA) has requested that Lowe's notify installation customers that a lead based paint hazard
may exist in dwellings built prior to 1978. See pamphlet EPA 747-K-99-001 for details.
TOTAL CHARGES OF ALL MERCHANDISE AND SERVICES where applicable labor istaxable,checklocaltax restric s. SUB -
TOTAL $ 660.6 TAX $
0.0d DELIVERY $
0 ORDER
TOTAL $ 660.62 BALANCE
DUE Page
2 0# 5 Store
1657 Project No. 321897034 for THEO WHITE 0
a,
10
Ch
v
z
r—
r
rn
W
co
01
N
07
w
00
ca
m
to
0
i
0
0
STORE COPY
Work is to commence upon reasonable availablity of Contractor which is anticipated to be [fill in date].
Estimated completion date is ffill in date].
NOTICE TO CUSTOMER
All items listed in this contract and specification sheet(s) are to be installed under conditions agreed upon at time of purchase and at the price appearing
on this contract form. This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation
necessitated by detective substructures, superstructure.. points of attachment, or the moving of fixtures or appliances to be billed at extra cost to custom-
er. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS OF THIS CONTRACT. BY SIGNI NG
BELOW. YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDERSTAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON
THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE.
WITNESS OUR HAND(S) AND SEAL(S) BELOW THIS -DAY OF ,.) o (I •
Lowe's H6tne Centers. Inc.
gy.JL,.. rl ANZ Gi: (Seal)
v
l Vt1r" 1IQ LJltil.Q1G, Print Name:
Address
City State! Province Zip.. Postal Code Print Name
Spouse
Print (Name
Seal)
Seal)
Customer acknowledges receipt of a true copy which was completely filled in prior to Customer's execution hereof. You the customer may cancel this transactionatanytimepriortomidnightonthethirdbusinessdayafterthedateofthistransaction. See the attached Notice of Right to Cancel for an explanation of
this right.
Store 1657 Project No. 321897034 for THEO WHITE
Page 3of5
P.
5
PRODUCT APPROVAIL SPECIFICATION SHEET
M required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and approval numbers on the
building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We
recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed
products. Statewide approved products are listed online @ www.floridabuilding.org.
Manufacturer
Catego y/Subca"ory —i
1. EXTERIOR D_ 00_R_S__
A. SWINGING
B. SLIDING
C. SECTIONAL/ROLL-UP —
Product Description Approval NunbDgs)
D. OTHER
2. WINDOWS — --_-
A. SING LE/DOUBLE AUNG
B. HORIZONTAL SLIDER
C.CASEMENT
D. FIXED -- - - - - --
E. MULLION
F. SKYLIGHTS _
G.OTHER - -
3. PANEL WAA. LL
SIDING • -- - - -- -
B. SOFFITS --
STOREFRONTS -
D. GLASS BLOCK -
E. OTHER -- ---- -
iC ROOFING PRODUCTS__
ASPHALT SHINGLES
B. NON-STRUCT-METAL
ROOFING TILES
D. SINGLE PLY ROOF^ —
E. OTHER
STRUCT COMPONENTS
A. WOOD CONNECTORS
B. WOOD ANCHORS
C. TRUSS PLATES _
D. INSULATION FORMS -
E. LINTELS -
OTHERS --------
NEW EXTERIOR _
ENVELOPE PRODUCTS
The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the -
following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) performance characteristics which the -
product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these
products may have to be removed if approval cannot be demonstrated during inspection.
R-1305 01-04
4/5/2011 Florida Building Code Online
a, <
t
BCIS Home Log In User Registration , Hot Topics 1 Submit Surcharge Stats & Facts I Publications I FBC Staff BCIS Site Map ! , Links Search
e t ;mil Product ApprovalUSER: Public User
Pr,Zd9.A uroval Menu > Product or Application Search > Application List > Application Detail
M
n
FL # FL11646-R3
i
Application Type Revision
k Code Version 2007
Application Status Approved
t Approved by DCA. Approvals by DCA shall be reviewed and ratified by the
POC and/or the Commission If necessary.
Comments
Archived
Product Manufacturer Atrium Companies Inc.
Address/Phone/Email 9001 Ambassador Row
Dallas, TX 75247
214) 583-1828
jason.seals@atdum.com
Authorized Signature Jason Seals
jason.seals@atrium.com
Technical Representative Jason Seals
Address/Phone/Email 9001 Ambassador Row
Dallas, TX 75247
214) 637-2696
jason.seals@atrium.com
Quality Assurance Representative Jim Puckett
Address/Phone/Email 9001 Ambassador Row
Dallas, TX 75247
214) 637-2696
jim.puckett@atriumcom
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By American Architectural Manufacturers Association
Referenced Standard and Year (of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S. 2/A440 2005
ASTM E1886 2005
ASTM E1996 2005
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
floridabuiIding.org/pr/pr_app_dtl.aspx?p...
Method 1 Option A
11/19/2010
01/26/2011
01/28/2011
1/3
4/5/2011
i
Florida Building Code Online
FL # Model, Number or Name
1164611. .
1 -
311/312/378 Sliding Glass Door Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes Impact
Resistant: No Design
Pressure: N/A Other:
DP25 94" x 80", DP25 71" x 96" DP35 72" x 82" 11E
Lin
Ar
Ar
In
DE
Ot
Lin
Al
Al
In
Dt
OI
11,
Lir
Al
Al
Ir
D,
O
11
Lir
A
A
Ii
D
O
Description
SGD-
R25 94 x 80, SGD-R25 71 x 96, SGD-R35 72 x 82 Certification
Agency Certificate FL11646
R3 C CAC ADW-08 311 312 SO 25 95x80 AAMA APC 94621.
01-801-47.odf FL11646
R3 C CAC ADW-08 311 312 SD R25 71x96 AAMA APC 94621.
01-801-47.odf FL11646
R3 C CAC ADW-08 311 312 SD R35 71x80 AAMA APC 94621.
01-801-47.odf FL11646
R3 C CAC ADW 08 378 SD-R35 72x82 AAMA APC 94621.
02-801-47-r0.odf Quality
Assurance Contract Expiration Date 09/
17/2013 Installation
Instructions FL11646
R3 II ADW 08 311 312 378 SD Installation ATR023 odf Verified
By: Kristina S. Daugherty 68455 Created
by Independent Third Party: Yes Evaluation
Reports FL11646
R3 AE ADW-08 311 312 378 SD PER 1240 odf Created
by Independent Third Party: Yes A6.
2 332 Sliding Glass Door SD-R50 72 x 96 fits
of Use rproved
for use in HVHZ: No rproved
for use outside HVHZ: Yes ipact
Resistant: No sign
Pressure: +50/-50 her:
Certification
Agency Certificate FL11646
R3 C CAC ADW-08 332 SD R50 72x96 AAMA APC 72775.
01-801-47.odf Quality
Assurance Contract Expiration Date 04/
27/2011 Installation
Instructions FL11646
R3 II Atrium ATR001 odf Verified
By: Kristina Daugherty 68455 Created
by Independent Third Party: Yes Evaluation
Reports FL11646
R3 AE Atrium PER 765.odf Created
by Independent Third Party: Yes i46.
3 332 Sliding Glass Door SD-R50 96 x 80 nits
of Use proved
for use in HVHZ: No proved
for use outside HVHZ: Yes ipact
Resistant: No sign
Pressure: +50/-50 Cher:
Certification
Agency Certificate FL11646
R3 C CAC ADW-08 332 SD R50 96x80 AAMA APC A3068.
01-801-47-r0.odf Quality
Assurance Contract Expiration Date 08/
03/2014 Installation
Instructions FL11646
R3 1I ADW-08 332 SD FIN Installation.odf FL11646
R3 11 ADW-08 332 SD Finless Installation. odf Verified
By: American Architectural Manufacturers Association Created
by Independent Third Party: Evaluation
Reports Created
by Independent Third Party: 546.
4 352 Sliding Glass Door, Impact SD-C60 96 x 96 nits
of Use pproved
for use in HVHZ: No pproved
for use outside HVHZ: Yes npact
Resistant: Yes esign
Pressure: +60/-60 ther:
Certification
Agency Certificate FL11646
R3 C CAC ADW-01 352 SD C60 96x96 AAMA 506 APC 72259.
01-801-18.odf Quality
Assurance Contract Expiration Date 03/
12/2011 Installation
Instructions FL11646
R3 II ADW-01 2352 Irmact Finless Installation odf FL11646
R3 11 ADW-01 352 imoact Fin Installation odf Verified
By: American Architectural Manufacturers Association Created
by Independent Third Party: Evaluation
Reports Created
by Independent Third Party: 646.
5 352 Sliding Glass Door, Non -Impact SD-C60 96 x 96 Certification
Agency Certificate nitsofUsepproved
for use in HVHZ: No pproved
for use outside HVHZ: Yes npact
Resistant: No esign
Pressure: +60/-60 ther:
FL11646
R3 C CAC ADW 01 352 SD C60 96x96 Non Imuact AAMA
101 APC 71878.01-801-47.pdf Quality
Assurance Contract Expiration Date 03/
31/2011 Installation
Instructions FL11646
R3 II ADW-01 352 2352 SD Non -Impact Installation ATR006.
odf Verified
By: Kristina S. Daugherty 68455 Created
by Independent Third Party: Yes Evaluation
Reports FL11646
R3 AE ADW-01 352 2352 Non Imoact SD PER78413.odf Created-
by-lndependent_T.hircLPad y, ves floridabuilding.
org/pr/pr_app_dtl.aspx?p... 2/3
4/5/2011 Florida Building Code Online
EHnl MDepartment
of Community Affairs Florida
Building Code Online Codes
and Standards 2555
Shumard Oak Boulevard Tallahassee,
Florida 32399-2100 850)
487-1824, Fax (850) 414-8436 2000-
2010 The State of Florida. All rights reserved. Privacy
Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product
A pprova I Accepts: RW17-
MHER, soctttll '
11I'MICS RN-) Vg
WfYf floridabuilding.
org/pr/pr_app_dtl.aspx?p... 3/3
INSTALLATION NOTES
1. ONE(1) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR
LOCATION SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED ISTHE MINIMUM
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE
OF il/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. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD
BEARINGSHIM(S). MAXIMUM ALLOWABLE SHIM STACKTO BE I/4
INCH. SHIM WHERE SPACE OF I/16 INCH OR GREATER OCCURS.
SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR
BETTER.
5. FOR INSTALLATION INTO WOOD FRAMING USE 88 WOODSCREWS OF
SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT
INTO WOOD SUBSTRATE
6. FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR
DIRECTLY INTO CONCRETE/MASONRY, USE 3/16INCH DIAMETER 17W
TAPCON OF SUFFICIENT LENGTH TO ACHIEVE 1114 INCH MINIMUM
EMBEDMENT.
7. FORINSTALLATION THROUGH STEEL STUD USE N85ELF-TAPPING
SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM
ENGAGEMENT INTO STEEL FRAME SUBSTRATE
B. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL
FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK
VENEER, AND SIDING.
9. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE
MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION
RESISTANT COATING.
10. 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.
11. 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 BYTHE ANCHOR
MANUFACTURER.
12. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HERON ARE
BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES:
A. WOOD -MINIMUM SPECIFIC GRAVITY OF 0.42.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI.
C. MASONRY -STRENGTH CONFORMANCE TO ASTM C-90, GRADE
N. TYPE 1(OR GREATER).
D. STEEL -MINIMUM YIELD STRENGTH OF33 KSI. MINIMUMWALL
THICKNESS OF 33 MILS. (20 GUAGE)
ATRIUM COMPANIES, INC.
31113121378 SLIDING GLASS DOOR
NON -IMPACT)
GENERAL. NOTES
L THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE 2D07 FLORIDA
BUILDING CODE (FRO AND THE 20061RCABC, EXCLUDING
HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE
FOLLOWING:
AAMA/WDMA/CSA 101A.5.2/A44005
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, STEEL STUD, 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 ARCHITECTOF RECORD FORTHE PROJECT OF
INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL REDESIGNED 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.
S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
6. WINDOW FRAME MATERIAL: WHITE OR BEIGE VINYL
7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS
CHARTS. SEE SHEET S FOR GLAZING DETAIL
TABLE OF CONTENTS
SHEET REVISION SHEET DESCRIPTION
I INSTALLATION d GENERAL NOTES
2 ELEVATION 6 ANCHOR LAYOUT
3 ELEVATION 8 ANCHOR LAYOUT
4 VERTICAL SECTIONS
5 HORIZONTAL SECTIONS 6 GLAZING DETAL
6 COMPONENTS & BILL. OF MATERIALS
DESIGN PRESSURE RATING
SIZE DESIGN PRESSURE MI55LE IMPACT RATANS
94.50' X 79.50" 25.0 / -25.0 PSF
NOT RATED
70.75" X 95.50' 25.0 / -25.0 PSF
70.75' X 79.50' 35.0 / -35.0 PSF
72" X 82" 35.0 / -35.0 PSF
ATRIUM
C OY 6lI!(IYD
9WI AMBASSADOR Row
DMJ.AS. Too 73247
N6(214)637.2696 M(214)424-673,
mmv
m koo INN:
M$Z JL.; r`
5 'c z55'cz ere a
m Z OZe CJ
Z a cla s h
F V u- to
t:
i
1
i3IT7
rZ3
eW
m N m L3 J VI N3!
f = Y U Z 10
v V) DWG #:
ATR023
SHEET:
q OF 6
94.5W MAX
DOOR WIDTH
43 50" MAX
D.L.O. WIDTH
79.50"
MAX. rbl.X.rF
DOOR
HEIGHT
yo
ELEVATIO
2.50" MAX FROM
CORNERS, TYR r
50"MAX FROM T Jr5CORNERS, -rYP.
72.1876*
MAX.
D.LO.
HEIGHT
70.75'MAX
DOOR WIDTH
3150"MAX
b.co. WIDTH
4
95.50"
MAX.
DOOR 88.25"
HEIGHT X.
MAX.
D.L.O.
EIGHT
JIL ----Lro
ELEVATION
nO.C., Typ.
0,00"MAX
ANCHOR LAYOUT
DP. +/- 2S PSF
10.00'MAX
CORNERS
2.5W MAX,TYFROM O.C., Typ.
R
2.50' MAX F
CORNERS, TYP.
POM
T
X.
f
ANCHOR LAYOUT
DP: +/- 25 PSF
0.00* MAXTO.C., TYR
0.00" MAX
O.C.. Typ.
ATRIUM
9W2 AMBASSADOR POW
D&"3'TW5 73247
ft(Z14)637-2696 FX.(214)424-673
2
17 LucLL z
9xw I`
ce
Iwo
t:5,
z
ZV)
DWG #:
ATR023
SHEET' 2 OF 6
Ni
70.75' MAX. ` `
DOOR WIDTH 1p.A12.5W MAX. FROM { eo r nea un
32.00'MAX. CORNERS. TYP. I P10.
WMAx
O.C.. TYP.
D1.0. WIDTH
90DI AMBASSADOR POW
B C 6
4 4 4
2.50'MAX.FROM PKa14)ar,-2696 rx(2u)4z4.sn
11 CORNERS. TYP. T
10.00" X. MAh d a M 79.
50" 72.00" O.C., TYP. .< + 3 MAX. '
X' '0• MAX. •X• •p" LL DOOR
D F E D.LO. S O Z HEIGHT
5 5kV HEIGHT ro
N
w $= m m a aWRol
v) W %i z ui
czA
4
ELEVATION
ANCHOR LAYOUT DP:+/-
3S PSF (n Z
72.
00" MAX. Q DOOR
WIDTH H Zo 2.
50" MAX FROM 10.00" MAX. 315
WMAX IDTHCORNER5,
TYP. O.C., TYP. H B
C 6 > u 4
4 4 w 0
2.
50" MAX. FROM CORNERS.
TYP. T y cY 7d
7i .•O
82.
00" 74.25" i MAX.
X' '0" MAX. •X• "p" —T10.00' MAX. DOOR
D F K
D.LO. O.C., TYP. =i : ;> yyy
ag qHEIGHT 55HEIGHT •{ A.
d
F'ny m N DO0 J P
6 N Z Y Y V Z VanY
4 ELEVATION
ANCHOR LAYOUT DWG#: I
DP:+/-3S PS SHEET:
3 OF L 6
V
d
3/4" MIN.
Ada
EDGE DISTANCE ATR" 2X WOOD FRAME COMPAN118. INC
BY OTHERS #
8 PAN HEAD WOOD SCREW #8 TEK SCREW
SHEATHING INSTALLATION ANCHOR INSTALLATION ANCHOR
BY OTHERS ... .. 9001 AMM&MM POW
EXTERIOR FINISH EXTERIOR FINM1,
4S.TDCASM47 ISH
BY
OTHERS BY OTHERSPK(214)637.26% FX(ZMI4)4 4-6"4 1112*
MIN. THREE (3) THREADS PERIMETER
CAULK FEMBEDMENT PERIMETER CAULK MIN.
ENGAGEMENT 7., BY
OTHERS BY OTHERS co
r, c" V) MAX :
s u 1/TMAX, kD III WSHrM
SPACE
SHIM SPACE 0
7 F_ 'c co2
q fj J2 O.
A. 2 A. EXTERIOR
6
Lu Lu it
11 1 DOOREXTERIOR11DOORr
41 HEIGHTHEIGHT10
Lu toSEE
GLAZING SEE GLAZING DETAIL
DETAIL INTERIOR
INTERIOR ca
VERTICAL
SECTION VERTICALSECTIONz ZXWOOD
FRAME- HEAD STEEL STUD FRAME - HEAD 2X
WOOD FRAME 11/2* MIN. z 1/
4' SHIM
HBY
OTHERS SHEATHING
EMBEDMENT
Lo EXTERIOR
SEE GLAZING BY OTHERS r #8 PAN HEAD WOOD SCREW DETAIL
EXTERIOR FINrSH—;L:-*-' ',,—INSTALLATION ANCHOR LIJ BY
OTHERS 3/4"MIN. PERIMETER
CAULK EDGE DISTANCE 0
INTERIOR BY OTHERS to
DOORHEIGHT
3
r 2 7
0
1 SEALANT OVER SHIM SPACE 12
SCREW 1/
4"MAX. SHIM
SPACE O.A. 6 2 DOOR
EXTERIOR 11 10
HEIGHT
PERIMETER
SEALANT SEE GLAZING ' BY
OTHERS 11/4MIN. DETAIL EMBEDMENT PRECAST SILL •
co
w INTERIOR 'ei
6
BY OTHERS 2
1/2"
MIN. EDGE : 3/16" ITW TAPCON Z :C 14
V) DISTANCEINSTALLATION ANCHOR
In u U) VERTICAL SECTION DWG #:
VERTICAL SECTION
ATR023
CONCRETE -SILL 2X
WOOD FRAME- HEAD A ALTERNATE FININSTALLATION (TYP.) HEET" 4 OF 6
is
1,
2X WOOD FRAME
BY OTHERS
8 PAN HEAD WOOD SCREW
INSTALLATION ANCHOR
3/4' MIN. J
EDGE DISTANCE
11/2' MIN. EMBEDMENT
U4' MAX. SHIM SPACE
r
11/4" MIN. EMBEDMENT
1/4" MAX. SHIM SPACE
CAULK BETWEEN 1X WOOD BUCK 6
INTERIOR CONCRETE/MASONRY BY OTHERS
TERIOR
SEE GLAZING
DETAIL
FHCAIHIPA7— EXTERIOR
BY OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER CAULK
BY OTHERS CIA. DOOR WIDTH
p ORIZONTAL SECTION
5 2X WOOD FRAME -JAMB
INTERIOR
SEE 6LAZI ILDETAIL
u
i 5
l!J SEE GLAZING
9 DETAIL
O
EXTERIOR
HORIZONTAL SECTION
5-) MEETING STILE
IN 21/2" MIN. EDGE
DISTANCE
6 3/16" ITW TAPCON
E INSTALLATION ANCHOR
SEE GLAZING
DETAIL 1X WOOD BUCK
BY OTHERS (OPTIONAL)
EXTERIOR EXTERIOR FINISH
BY OTHERS
PERIMETER CAULK
O.A. DOOR WIDTH BY OTHERS
E HORIZONTAL SECTION
5 CONCRETE/MASONRY-JAMB
0.8125" O.A.
INSULATED GLASS
GLAZING TAPE
0.5" GLASS
SITE
6
GLAZING DETAIL I
NOTE:
GLASS THICKNESS AND TYPE
MAY VARY PER ASTM E 1300
REQUIREMENT GLASS CHARTS.
A&
ATRIUM
CON PAN I E 1. IED
9001 AMBASSADOR NOW
DAL AS, TEXAS 75247
it(21416A•2696 F)0(214)424d734
com
p•
u1
P $
O. nWw
G pp+
m N G Fi
VJNN e
11i m
V) Y<
M.Z O<6
V) ne
Lu wLu
x
aZ
a 3
a
0
4i 1 'y1!`-
is •.
Ad
g
W c0 N a) tn J E1%
E`!
L SinYZ
0 u 1n
DWG #:
ATR023
SHEET: 5 OF 6
BILL OF MATERIALS
ITEM NO. PART NUMBER DESCRIPTION MATERIAL MANUFACTURER
1 FRAME HEAD, SILL, AND JAMB VINYL A.E.S.
2 OPERABLE PANEL RAIL&STILE VINYL A.E.S.
3 FIXED PANEL RAIL VINYL A.E.S.
4 FIXED MEETING STILE VINYL A.E.S.
S PANEL INTERLOCK STILE VINYL A.E.S.
6 GLAZING BEAD VINYL VYTRON
7 SCREEN TRACK VINYL VYTRON
8 FIXED MEETING STILE REINFORCEMENT C.R.S. STEEL BAY FORM
9 FIXED MEETINGSTILE REINFORCEMENT ALUMINUM 6063-T6 EXTRUDERS
10 PANEL REINFORCEMENT C.R.S. STEEL BAYFORM
11 PANEL REINFORCEMENT ALUMINUM6063-T6 EXTRUDERS
12 SILLTRACK ALUMINUM6063-T6 EXTRUDERS
13 HANDLE W/ LOCKING HARDWARE i STEEL SASH CONTROLS
OFRAME HEAD, SILL & JAMB1VINYL
TYPICAL WALL THICKNESS:.07"
LFQ 17118•
1 n0.07"
4.563" —
O OPERABLE PANEL RAIL & STILE O FIXED PANEL RAIL O FIXED MEETING STILE O PANEL INTERLOCK STILE
VINYL VINYL VINYL VINYL
TYPICAL WALL THICKNESS:0.08' TYPICAL WALL THICKNESS: 0.08" TYPICAL WALL THICKNESS:0.08" TYPICAL WALL THICKNESS: 0.08"
0.08' - Ali^- 1.31 j r 2.245' { 2.4° -I 0.08°
2.4"
0.08" -
1 5
1.835" 1.8j67"
2.841° 1
1.505' "j- o.oe
OGLAZING BEAD O SVCREEN
INYL
TRACK O FcIRXSED MEETING STILE REINFORCEMENT O FSTEELAIu EDNM E6ETIN6G STILE REINFORCEMENT
NYLII 1
TYPICAL WALL THICKNESS: 0.072"
d 0.627"
I L__ L ].
21"
1
1.45" —i ---j —i
7 0.555° OM' 0.884' I
0.94"
0.961"
0.072"
I
NOTE: CAN BE USED WITH ALL PANEL SIZES NOTE: FOR USE WITH PANEL SIZES UP TO 36.25" X 79"
10 PANEL REINFORCEMENT 11 PaUIFRCEMENT SILL NUC.R.S.TEM NUM606- ALUMINUM 6063-T6 TYPICAL
WALL THICKNESS: 0.04" 1.049" —f ---j 1.053"T--
I —
I-
1.609" IItj
1.339" G 0.
04' 35Y _L 0.563" NOTE:
CAN BE USED WITH ALL PANEL SIZES NOTE: FOR USE WITH PANEL SIZES UP TO 36.25° X 79° AM
ATRIUM
LDY
PAXIFA IXC 9MI
AAIBASSADDR ROW DAlAS.
TEXAS M47 nt(
214)637-2696 FX(214)4246734 m m OC S
a{ V
m
m VV3d
Na
Z ttVDD
GZi Y
lig
Vf mN Om O<a
w w LLi Z
V
U. F F30- 3
3
ix x e 0
V) O
Zr
H
N
w
w
ad o
ML W0
m V)
DTOQ
N V)3Z 11 DW6 #: ATR023
SHEET: 6
OF
6
D=r Detail Spee icatrM3
c.
LC 1 I
SbOi:..t Delia:
Ous bnwr phone #;
lrtstf ller: t'1-odd'
Customer mint he home for Insfia/t don
Cuter to apply finish (ant! stain)
Plaasa {sravfds drivding from am t using wwIrtg info on t101
fioteirrteslort rtllttolvinM L tHaaa (M word
Inn4yrk7 /''
A
L.=.y
Outswina
P oft 0%%jsg A -heft", E-ftracBw
ytopm b*wActw,1]-IrActw
0C9
IIIIPMV
txtanor -Not* 1MI" a! homA: 00 "'r;'f r d
t.....,...,E h , nhnn .._.._S. 11.16 CPIO
Store 1867 Projed No. 320579626 for THEO WHITE
Page 4 of 4
4%n
2 z
D N
r:>
r.r
M. v rn
env
r-
r11 n
to r—
m