HomeMy WebLinkAbout2004 Northlake DrA0R 1 0 2018 t
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
w Application No:
Documented Construction Value: $
Job Address: Wq Ootthlgke Lam. 6Ve- 3M3 Historic District: Yes ❑ No ❑
Parcel ID: ILj -20-30- 5i6 -2000 2004 Residential ® Commercial ❑
Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work: Qpnlace 10 (.t�lne�x�5 Size Gr- 5i7-e
Plan Review Contact Person: JOnnXR4 lacti l Title:
Phone: 14d7 389 1 q00 Fax:
Email: oefrn)-1 0 lUlncbW>enrtd GTbn60 cc,
Property Owner Information
Name )QmES Fctrn5wortY1 Phone: 8(o3- �QG - ?I(pO
Street: _QW 1( Resident of property? : U
City, State Zip: _ SQnCpr6 FL 2-2,73
Contractor Information
Name Michael Tillman Window World
Street: 3882 Center Loop
City, State Zip: Orlando, FL 32808
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Phone: 407-389-1400
Fax: 407-389-1402
State License No.: CGC 1514205
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, 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 - n 0
Revised: June 30, 2015 Pennit Application '�
�1
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.
Signa rre o caner/ gent Date ignature of ontractor/Ag t Date
Print Owner/Agent's Name Print Contractor/Agent's Name
Signature
Owner/Agent is
Produced ID
Signature
Date
1>4.:�oE•. JEN'NIFERMASON
_°; •` Notary Public - State of Florida : ;» JENNIFER b1ASON
Commission � GG 181615 `?c; Al Notary Public - State of Florida
My Comm. Expires May 27, 2022 Commissior. = GG ' 8' 615
.:
" Bonded through National Notary Assn. :F�r . My Comm. Exoires Vay 27, 2022
Bonded through National Notary Assn.
ersona y nown to e or Contractor/Agen
Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas ❑ Roof ❑
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads
APPROVALS: ZONING: UTILITIES:
ENGINEERING: FIRE:
COMMENTS:
Flood Zone:
# of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes ❑ No ❑
WASTE WATER:
BUILDING: cr 4a q&
Revised: June 30, 2015 Permit Application
RIEQUIIRIEIID INSF EcCTI ON SIEQUIEN CIE
Bpff I A - 1 " 1T9 Address:
avimtDE14C. PF-1 'r
MIln Max I[ns e��ll®n IlDesen�i ill®nn.
aaa a
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 Roof
Final Stucco. / Siding
insulation Final
Final Utility Building -
Final Door.
Final Window -
Final Screen.Room
Final. Pool Screen Enclosure
Mobile Home Building Final
Pre -Demo
Final Demo.
Final Single F�amiTyResidence
Final. Building. Other
VV
1 � U We IPr�¢at�➢ � .... _. .
Imn
Mgt
line eein®n.I[Desen•i2fl®n
Electric. Underground
F ooter /' Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
.t
_
1.g11 Jf.,bwY �; \ V t7tittlf. �LVi.Wjl� �iq;Ww=t\/I w'..4 c(�
'��tiicl �+t3t��l�i`I _ f
MllIIn
Max
lhmecdon DeSCId DdOn
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
~_
1f1 Iln
max.
ks ecdon DeseICj2!!2n
Mechanical Rough
Mechanical. Final
�x
min
Max
rMsRection.Descrif2do.n
Gas Underground
Gas Rough
Gas Final
RIEVIS El1D: Yane 2014
SEMINOLE COUNTY MULTI%URISDICTIONNL
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date:
04/09/2018
hereby name and appoint:
JORGE TORRES
an agent of: WINDOW WORLD
(Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this
appointment for (check only one option):
❑ All permits and applications submitted by this contractor
Or
The specific permit and application for work located at:
2004 Northlake Drive, Sanford, FL 32773
(Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name:
State License Number
Signature of License F
STATE OF FLORI
COUNTY OF
MICHAEL TILLMAN
Theforegoing instrument was acknowledged before me this day of I ,
20 , by A k k__0 C j�-R'A -- who is�ersonally known to me or
❑ who has produced
and who did (did not) take an oath.
C —1y �
Signaftfie of Notary
as identification
Print or type Notary name
,•tipr'a�E:• JENNIFER MASON
NotaryPublic- StateofFlNotary Public -State of�-
9�Q, Commission =GG'St6 I �I
;oF F o,: My Comm. Expires May 27],Y20 Commission No.
"''" Bond. trough National Notar
My Commission Expires: G
THIS INSTRUMENT PREPARED BY: Name: Window World 3`I
Address: 3882 Center Loop Orlando FL 32808
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number:
GRANT I'IALOYT HNINOLE COUNTY
C:i._ ::M OF r_ IRCUIT COURT & CONPTROLLER
BK 91Ci7 Ps 1272 (1P:j-,)
CLERK'S 4 2018038748
RECORDED 04.i111/21_i18 111C1.18"- 6 i.^-WI
RECORDING FEES $10.00
RECORDED BY hdevore
Parcel ID Number: 1 y .? 0 30 - J 1 F - .>2 W " 2CO Li
The undersigned hereby gives notice that improvement will be made *to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
Unit 2OOLI R lc)c1 20
_ Nof-thICIVie Vil1Qw2 10
PC, Ll I 4)G5 70 Thry -7-2
GENERAL DESCRIPTION OF IMPROVEMENT:
12 F,nlCxce IG IUIn 0Gu-1;
OWNER INFORMATION:
Name: JOrneL vc'f n5ccof'-01
Address: NoSthlUkz �Snn(�Tfcl L ,32`7'73
Fee Simple Title Holder (if other than owner)
j(V CONTRACTOR:
v Name: Michael Tillman
Address: 3882 Center Loop Orlando, FL 32808
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1)(b), Florida Statutes.
Name:
Address:
In addition to himself, Owner Designates of
To receive a copy of the Lienor's Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a
different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713,13,
FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true
to the bestofmy knowledge and belief. PO
O
c 0 er's na ure Owner's Printed Name
Florida Statute 713.13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead."
J
State of Lk County of
The foregoing Instrument was acknowledged before me this day of yp <Gc
by - " C� �`� �'C•^'�-r"l'�-'�-�� ` .Who is personally known to me ❑ =� r�-� o
Name of person making statement l� \. ----
OR who has produced identification ❑ type of identification produced:C)
����• •' y'..
JENNIFER MASON v t
s Notary Public - State of Florida %f
Cor'irnission 4 GG 181615
My COMM. Expires May 27, 2022 r
" Bonded through National Notary Assn. Notary Signature v m [
4/3/2018
SCPA Parcel View: 14-20-30-518-2t)00-2004
11 1�1
u Ahnson, CIA
PWO
SEtim+cxEr�rrv.
Property Record Card
Parcel: 14-20-30-518-2000-2004
Property Address: 2004 NORTHLAKE DR SANFORD, FL 32773
Parcel
14-20-30-518-2000-2004
Owner
FARNSWORTH, JAMES D
Property Address
2004 NORTHLAKE DR SANFORD, FL 32773
Mailing
2004 NORTHLAKE OR SANFORD, FL 32773-
Subdivision Name
NORTHLAKE VILLAGE 10
Tax District
j S1-SANFORD
DOR Use Code
04-CONDOMINIUM
Exemptions
00-HOMESTEAD(2015)
Legal Description
UNIT 2004 BLDG 20
NORTHLAKE VILLAGE 10
PG 41 PGS 74 THRU 77
Taxes
Value Summary
I
2018 Working
2017 Certified
Tax Amount without SOH: $439.00
2017 Tax Bill Amount $333.00
Tax Estimator
Save Our Homes Savings: $106.00
* Does NOT INCLUDE Non Ad Valorem Assessments
Values
Values
Valuation Method
� Cost/Market
Cost/Market
Number of Buildings
� 1
( 1
Depreciated Bldg Value
i $53,872
$48,100
Depreciated EXFT Value
C
—�
Land Value (Market)
Land Value Ag
�
Just/Market Value
$53,872
$48,100
Portability Adj
Save Our Homes Adj � $10,448
$5,569
�.
Amendment 1 Adj
!so
P&G Adj
!so
i $0
Assessed Value
� $43,424
! $42,531
Taxing Authority
Assessment Value
Exempt Values Taxable Value
County General Fund
$43,424
$25,000 1 $18,424
Schools —
$43,424
� $25,000 i $18,424
�--_--$25,000---�-$18,424
City Sanford
$43,424
SJWM(Saint Johns Water Management)
� $43,424
$25,000 � $18,424
County Bonds
$43,424
$25,000 j $18,424
Sales
Description
Date Book
Page
Amount Qualified
Vac/Imp
SPECIAL WARRANTY DEED
� 11/1/2011 ': 07667
1733
$31,000 i No �
—$100
Improved
CERTIFICATE OF TITLE
12/1/2010 � 07488
1646 '
� No
Improved
SPECIAL WARRANTY DEED
f 11/1/2010 07524
0040
�
{ $100 No
Improved
WARRANTY DEED —�
i 4/1/2008 � 06986
0860
$108,500 � Yes
Improved
WARRANTY DEED �
12/1/2001 04274
11732
I $64,000 ;Yes
Improved
WARRANTY DEED
14/1/1998 y 03406
1316
� $48,000--Y-Yes
Improved
SPECIAL WARRANTY DEED
4/1/1998 03406
� 1313
� $42,100 No
Improved —
SPECIAL WARRANTY DEED �
1 9/1/1997 03312
0326
� $100 i No
� Improved
CERTIFICATE OF TITLE
9/1/1997 ' 03301
11627
$54,100 j No
Improved
WARRANTY DEED �3/1/1990
! 02167
1247�
$51,100 j Yes
Improved
Find Comparable Sales
Land
http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=14203051820002004 1/2
,3fiTM
•
"Simply the Best for Less"
3882 Center Loop, Orlando, FL 32808
(407) 389-1400 • 1-800-NEXT-WINDOW • (407) 389-1402 Fax
windowworldorlando.com / CGC 1514205
Name: -'sG1PlS i �i, rA!yti�WDf
InstallAddress:
State, Zip: cArlr-VfPf- / T k 4-
DOUBLE HUNG
_jeries 4000 DH Insulated 101U1
_ ries 4000 DH Insulated 102-114U1
_ Series 4000 DH Insulated over 114U1
_ Series 6000 DH Insulated 114U1
Series 6000 DH Insulated over 114U1
3 Email:
$ 189
$ 240
$ 340
$ 275
$ 375
SLIDING
2 Lite Slider Insulated < 90 UI
$ 259
2 Lite Slider Insulated
$ 369
3 Lite Slider Insulated > 121 UI
$ 449
3 Lite Slider Insulated < 121 UI
$ 649
IMPACT WINDOWS / DOORS
Single Hung
$
Double - Hung
$
2 & 3 lite slider
$
Fixed Glass
$
Sliding Patio Door
$
OPTIONS
Half Screens
$ 39
Full Screens
$ 59
_ Solar Zone Elite Low-E Glass/Argon
$ 129�
Tint Gray/Bronze
$ 69
Flat Colonial Grids
$ 79
Contoured Colonial Grids
$ 99
Beige Color
$ 79
Wood Grain, Interior (4000 or 6000)
$ 109
Architectural Exterior Color
$ 169
MISCELLANEOUS
J Channel Application 1
$ 69
Custom Exterior Cap & Wrap
Installation/Trim Packs
$ 99
$ 119
Mull to Form Multi -Unit
$ 69
Tempered DH Sash (BSO) (TSO)
$ 59
Tempered (Fixed Units) $ 12/Sq. Ft.
Obscured Glass
$ 69
Engineering Fee
$ 369
Code Compliant Plywood Services>101IJI
$ 109
Code Compliant Plywood Services < 101U1
$ 89
Code Compliant Plywood Sliding
$ 209
Phone (H): 0103 Fflf ofy
Phone (W)- a3' Z t / _( 5/7
(.80 Multiplier) SPECIALTY
PATIO DOORS
Vinyl Sliding Patio Door 5' x 6' 8"
$ 929
Vinyl Sliding Patio Door 6' x 6' 8"
$ 1039
Vinyl Sliding Patio Door 8' x 68"
$ 1189
Vinyl Sliding Patio Door 9' x 6' 8"
$ 1529
Vinyl Sliding Patio Door 12' x 6' 8"
$ 2059
Vinyl Sliding Patio Door 5' x 8'
$ 1319
Vinyl Sliding Patio Door 6' x 8'
$ 1569
Vinyl Sliding Patio Door 8' x 8'
$ 2279
Vinyl Sliding Patio Door 9' x 8'
$ 2589
Vinyl Sliding Patio Door 12' x 8'
$ 2989
Sliding Door Screen
$ 139
Colonial Grids
$ 209
Solar Zone Elite Low-E / Argon
$ 319
Removal & Install
$ 350
Custom Exterior Trim
$ 149
Beige Color
$ 289
Architectural Exterior Color (6'-9')
$ 459
Specialty Sliding Door
Blinds 5' - $675 6' - $850 8'- $975
9' - $1225 12' - $1500
Customer agrees to make themselves available to the city and/or county inspectors for a final inspection
1! NO EXTRA WORK IF NOT IN WRITING!!
*Received ptywood code (Volusia)
St. Jude's Donation $
Other $
Setup & Disposal Fee $
$ 100.00
Permit & Fees $ //$ 289.00
Total Amount $ SCE 10
Custom Order Deposit 50% $ 1;243 C�Q v�
Balance Paid to Insaller upon Completion $ C;ZZ5p�. ev
CHECK RETURN FEE $59
Buyer agrees that he has read and understands all terms and conditions on front
Please see reverse for additional terms &con itions and back of this contract and agrees to every term and condition.
l
Sal n Date
White Copy - Original
Own Date
Yellow Copy - Customer WWWIN02118
WINDOW MEASUREMENT ORDER FORM
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NAME: Farnsworth, ! # OF STORIES : 1 MEASURED BY: 039 Mike Barr DATE: 4/3/18
TYPE OF CONSTRUCTION: BLOCK TYPE OF WINDOWS: ALSH 1# OF WINDOWS: 10
INSTALLERS NOTES: May need small ladder
DRAWING
SCREWED IN X_STUCCO x_BRICK
OTHER
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A" ASSOCIATED
SSOCIATED MATERIALS
'Aj IN P O R AT ED 3773 STATE ROAD
CUYAHOGA FALLS, OH 44223
MODEL 300713BO113A01/3AB1 "ST"
EXTRUDED VINYL
DOUBLE HUNG "Replacement" WINDOW
WON -IMPACT
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 6th Edition
(2017) Florida Building Code (FBC) structural requirements excluding the
"High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor
embedment to base material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind bome debris protection this product is
required to be protected with an impact resistant covering that complies
with FBC Sections 1609.1.2 & R301.2.1.2.
4. For 2x stud framing construction, anchoring of these units shall be the some
as that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further
engineering analysis by a licensed engineer or registered architect.
TABLE OF CONTENTS
SHEEN
DESCRIPTION
1
Typical elevations, design pressures & general notes
2
Horizontal cross sections
3
Vertical cross sections
4
Buck and frame anchoring
5
Bill of materials, components and glazing detail
FRAME WIDTH
2
w
x
w
/
/
2
w
/
X
/
OVERALL
:FRAME
DIMENSION
MAX.
D:LO.
(TOP)
MAX.
D.L.O.
(BOTTOM}
G[ASS
TYPE
DESIGNPRESSURE(PSF)
POSITIVE, NEGATIVE
36.0" X 60.0"
29.12" X 25.75'
30.12" X NIS'
G1
+50.0
-60.0
36.0" X 72.0"
29.12" X 31.75'
30.12" X 32.7S'
G1
+50.0
-55.0
36.0" x 78.0"
29.12" X 34.75'
30.12" X 35.75'
G1
+45.0
-45.0
44.0" x 750'
37.12" X 33.25'
38.12" X 34.25'
G1
+35.0
-35.0
52.0" x 62.0"
45.12" X 26.75'
46.12" X 27.75'
G1
+35.0
-35.0
48.0" x 84.0"
41.12" X 37.75'
42.12" X 38.75"
G1
+30.0
-30.0
44.0" x 96.0"
37.12" X 43.7S'
38.12" X 44.75"
G1
+25.0
-25.0
52.0" x 96.0"
45.12" X 43.75'
46.12" X 44.75'
G1
+155 0
15.0
X
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DATE: 1 111217,5
SCALE N. T. S.
DWG. Br: JK
CHK. BY, LFS
DRAWMG NO.-
FL- 11720.9
SHEET 7 Of rJ
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1-141MIN.
EMB.
1-1/4' MIN.
INTERIOR EMB'
EXTERIOR
1 HORIZONTAL CROSS SECTION
y N Buck construction
INTERIOR
EXTERIOR
INTERIOR
EXTERIOR
NOTE Sheet Metal Screws must penetrate a min.
of 3 threads through at least two (2) sheets of
metal. Maintain 51r min. edge distance.
1'4-'� HORIZONTAL CROSS SECTION
Q Shown w/ Steel Stud Framing Option
Shown w/ MED Bottom Sash Stiles
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DATE: 11112113
SCALE: N.T.S.
DWG. BY: JK
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DRAN9NO NO.:
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VERTICALCROSSSECTION
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SCALE: N.T.S.
2
VERTICAL CROSS SECTION
3 VERTICAL CROSS SECTION
MO. BY: JK M.
4 VERTICAL CROSS SECTION
3
2x Buck Construction
3 Optional masonry sTI
OHK. BY: LFS 3
rc
3 Optional masonry sill
Shown wJ MED Bottom Sash Rails
oRnwiHc Ho.:
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Shown w/ MED Bottom Sash Rails
FL-1 1720.9 0
N
SHEET _L OF
2X BUCK
MASONR'
OPENING
4" ITYP.) ---i I----
i
FRAME P
2X BUCK _
L
TYP.
EXTERIOR INTERIOR
TRACK TRACK FRAME ANCHORING
BUCK ANCHORING
(2X Buck)
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortar joints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortar joints, additional concrete anchors
may be required to ensure the 'MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
MASONRY
OPENING
ANCHpR :ANCHOR
MIN.
MIN. CLEARANCE
MIN. CLEARANCE
TYPE
SIZE ?
EMBEDMENT
TO MASONRY
TO ADJACENT
EDGE;;
ANCHOR:
ITW ®.
1/4"
1-1/4"
2"
4"
TAPCON
ELCO ®
1/4"
T 1/4"
V.
4-
WOOD
WOOD SCREW INSTALLATION NOTES:
1. Maintain a minimum 5/8" edge distance, I"end distance, & I"o.c. spacing of
wood screws to prevent the splitting of wood.
INTERIOR EXTERIOR
TRACK TRACK
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DATE: 11 12113 i
SCALE N.T.S.
DWG. sY: JK
CHK. BY. LFS 3
a
DRAWING NO-
FL— 11720.9
n
SHEET 4 or $ 63
BILL OF MATERIALS
REM #
DESCRIP110N
MATERM
A
1 X BUCK (SG >= 0.42)
WOOD
B
2X BUCK (SG >= 0.42)
WOOD
C
1 /4" MAX. SHIM SPACE
D
1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
F
#10 X 2-1/7' PFH WOOD SCREW (1-3/8" MIN. EMBEDMENT)
STEEL
G
1 /4" x 2-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
H
1 /4" X 3-1 /4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
K
#10 PFH SELF -DRILLING SMS
STEEL
L
#10 X 2-1 /4" PFH WOOD SCREW (1-5/16" MIN. EMBEDMENT)
STEEL
X
STEEL STUD Min. Thk .033" (ASTM A653 GRADE 33 Fy=33 Ksi Min, Fu=45 Ksi Min)
STEEL
1
EXTRUDED VINYL HEAD AND JAMB *
RIGID PVC
2
EXTRUDED VINYL SILL*
RIGID PVC
3
EXTRUDED VINYL LOCK RAIL *
RIGID PVC
4
EXTRUDED VINYL MEETING RAIL*
RIGID PVC
5
EXTRUDED VINYL SASH STILE (MED) *
RIGID PVC
6
EXTRUDED VINYL LOCK RAIL (MED) *
RIGID PVC
7
EXTRUDED VINYL HEAD INSERT *
RIGID PVC
8
EXTRUDED VINYL BOTTOM LIFT RAIL *
RIGID PVC
9
EXTRUDED VINYL TOP PULL RAIL *
RIGID PVC
10
BALANCE COVER
11
EXTRUDED VINYL SASH STILE*
RIGID PVC
12
GLAZING BEAD*
RIGID PVC
13
EXTRUDED VINYL BOTTOM LIFT RAIL (MED) *
RIGID PVC
14
REINFORCEMENT - MEETING RAIL
STEEL
15
REINFORCEMENT- LOCK RAIL
STEEL
16
REINFORCEMENT - SM. STILE
STEEL
17
REINFORCEMENT - MED. STILE
STEEL
18
WEATHERSTRIP (FIN PILE)
19
WEATHERSTRIP (VINYL BULB)
VINYL
20
CAM LOCK
STEEL
* THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS
LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS".
.
pm������ 0 1
—0.071
1RC
0.76"
0.75"
C
0
in
0.061—E01.
0.06,
1" ---I F�-1.07' - ►I
16 REINFORCEMENT T REINFORCEMEM
SM Sh1es MED Stiles
f� 3.25
I �
0.06" i
cO J
N
3.95'
T HEAD d JAMB
0.04"
k
tl1:j
2 SILL
2.04!'
I I 0.065'
`o
0.065' o, I 0.065'
2.ON' --i i- 1.3"
9 TOP PULL RAIL 8 BOTTOM UFT RAIL T 3 BOTTOM UFT RAIL
MED
1.35' l .5S' �{ 1.55' -j
j I
LsS .065' 9
o �
d o
11 SASH rntE 6 LOCK RAIL 3 LOCK RA4
MED
Lzs - .065'
1� -{ 0.91"
S SASH STILE
Bottom Sash
MED
�? 1.39"
0
HEAD INSERT
I-- 0.36"
0.05
12 GLAZING BEAD
0
o
1.57"
4 MEETING RAIL
1 /2' GLASS BITE --}�--�-I GLAZING TAPE
13/16" THICK GLASS
� 1/8"ANNEALED GLASS
FAIR SPACE
STEELSPACER
G1 GLAZING DETAIL
ANNEALED GLASS
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DATE: 11 / 1211
SCALE: N.T.S.
M. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL-1 1720.9
SHEET 5 OF 5
ri
Comments
Archived
Product Manufacturer Associated Materials Inc.
Address/Phone[Ema€1 3773 State Road
Cuyahoga Falls, ON 44223
(330) 922-2108
rickwarwbid gconsultants. corn
Authorized Signature Vivian Wright
rickwOrwbldgconsultants, com
Technical Representative
Address/Phohe/Emafl
Quality Assurance Representative
A40resvphone/Emall
Category
Windows
Subcategory
Double Hung
Comps€ante Method
Evaluation Report from a Florida Registered Architect or
a licensed
Florida Professional Engineer
Evaluation Report - ►lardcopy Received
Florida Engineer or Archltect Name who developed
Lyndon F, Schmidt, P.E.
the Evaluation Report
Florida License
PE-43409
Quality Assurance Entity
Architectural Testing; Inc.
Quality Assurance contract Expiration Gate
12/31/2020
Validated By
Ryan J. King, P.E.
Validation Checklist. Hardtopy Received
Certificate of IndependenceltaL
a�! Ql a1 art of In e" �5
Referenced Standard and Year (of Standard)
Mgpdard
year
ANSI/AAMA/NWWIJA 1011I.S.21A440
2006
ANSI/AAMA/NWWDA 10I/I.S.2/A440
2011
ASTM E1886
2005
ASTM E1996
2005
Equivalence of Product Standards
Certified By
Sections from the code
Quick Notes Page 1