HomeMy WebLinkAbout130 Queens CtRECEIVED
C.'UrY Or, ,SANlC!ORD t'diAMAT APPLICATION
�oU
Permit� :� (� ��/�n LIAR 2 6 2007
Job Addresg:..1�_..�i��nS_�
0e"mrlpr,0.odd of -c- _vi_��_--___,__•_—__.__—_
f•1iiStAA'ie �iStd^it"d: _.,.___.__—._.._._... �:gexii>n�p,':.------_. _`: _._ ._._ •i✓a0.zza.m0.' �,/od'ls: �.�z �>-/- � ���_�.
0.'erdzdit Ta/�Se: C3i.zildit)g �. _ Elertriral - Mrr.,l�ariica,l Plumbing 1^ixe 5prin�c�er/1�laain � )aool
IGlect�rica#: NetKr Scsvir_r. _. �. of AMPS A drlit:ian/ l itctaric+s, ,_.._..__._.. Cl�ttnge, a,f St3dvicn _. _._. '.ictxlpore:ly Polo
-__-.._--
llxt c0.amuicai: Residential Non Rcsidensia.l — T2rj)locoll)ent NeVv _..._.. (I3iact Gayntat kc ,Ilr�pn 'alp Raquiret�
PluarbidaR/ T•icw £ t*taa�zez^c#a0.: ap of I'ixsureS ;'f of Water 8T Sewnl f..,iaars# of Gas Uneas
Plumbing/New Residential: # of Warcr Cioc�cs -- _ _._.. Plumbing Repair -. p,rsiult a>xa1 til^ d'ortl#xl�rtiia .
09eupancy Type: Residelztial _�._. Comrrzercia.l --- - Itt�liasrria'] Total Sgtlaro pootszge::
constrylefion Type: ¢# of Stories: -N of Dwelling Udlkts; Flood Zone: (N`RUA £ozazt reqn1road for o&dBCr rtgna rm 'scj
1PAKce1#: ��-1 `� -�iV" �' � ���1�� Jl J-17Cn•%! 1
fit. Addmss: miu at� i !;,
ctnitrActor Name &
Iabozza Br 1Fs#x: 4V I (Person:
P-Onding C!ompaztpl:-
A.ddrass;
Mortga{;r.
Address:
Proof of Owt eribip .& Legal DeRplI ,tiarl;)
State Llenzzse Munber:
rhona:
pAPpliaar:lmt..is hereby naadc r., ohra.in a permit: to do the 'A,ork. At.1r.1 instnllarionA As Intlir„aterl. 1 'ortiiy t,btlt ❑o Work or iaastgli�zi,n $as,otnu�oucrd prior ra rhe..
er mc, of a permit and rhAa: all work -ill be performed t:, ttar,t stt,nrlarrly of all lawn rrp,,,alatitts r,tartrn,t�+rirna #n tJtis,jatt#sr�•itrriAu. I utrciarsmud that a separate
portn#.t; tauas:hF serurcd for ELPURICAL. WORT,,,, PT..i.Jivi13TNC.#, S.iCr IF” WP:.i.,I.J, f'OC11.,� Fl-;itriilC'.�5, i3(liLI3TZS, 7ti3/ �1��4, TANKS, apd
ATR CONDITIONERS, ccc,
� E1?t�i%�7: 1 cerri(y r.{la7 all of r.1xc. forcgoiaa infot:aie tion is Accuraan Anti that All woric will be don, in rsomp#iaor.,o with all appi{artbia laws regulating
TWrCcORstrUction , I zola#n£t. ENTS T CI TO OWNER, YOUR PA ILLiRF TO RTIC't3 s_ A NOTIC)i OF COluihtl3NCflI+ ISN #' MAY RESULT IN Vt>LIR pA'y0.),t0
ATT(.) FOR. I Vp(.OVrNJk?NTS TO YOCiR PROPERTY, IF YOU IN'ITNO TO OBTAIN FIN.ANC'..INO, CONSULT" 1 1, M Y i,IINR OR, AN
ATTORDit?Y i31?PC)R}i RTCOIt.DI.NO YO(JR NOTICT'. OF C07> It1ITsAJ('i3MI NT.
this 01M In addition ee to the ra lt,ir,tnrnrs of this rert7tir, rlaem may bn q.dtlirioaAl restrir„r:9ons appReRIAe t:o this propony.tiz4r. may he fiautld 1n the public records c,
this county, and chore may be aclditlonal permits rcgt,tired frOtt1 outer go�rr:.rttmcntal ertiaties tar..h A wratle
r ntan tg,tn�twa�, yr(isrricts, state adearies, or Fede aganoi 9.
A,rc,ptagce oEpernait is verif r.Arion t:bar i will notify rhe owner of i:he property of the tv:nrcmrXte ••:-'- r
ignatum 01 owner/Asenr.
I)atc
Print Owner/Asenr.'s Nasne
Sisna,tu•e of Notary -Stare of Florida
Owner/Age.n. is __ Pnrsonai ,}, Known to Mc or
_ Produced iD
APPLICATION APPR(.) i/ r) By,
tonins:
{initial .. DAtej
Special Conditions: --__— -
t�
Coats actor/Agrtat is Porsonaliy Kstowa to
Protlueerl M Mc or
(in(rial ,r utilities: FD:
(Initiai & Dare) (initial & page)
A.�. 41.ov
From: Michelle Snyder To: Dan Decker Date: 3/19/2007 Time: 2:02:44 PM Page 1 of 1
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
Total:$2,444.82 ETA -04/14 Sanford Anderson-FWG 407-342-9060 0264
GENERAL
Parcel Id: 33-19-30-513-0000-0670
Owner:
HAYNES MICHAEL & DENISE
Mailing Address:
130 QUEENS CT
City,State,ZipCode:
SANFORD FL 32771
Property Address:
130 QUEENS CT SANFORD 32771
Subdivision Name:
MAYFAIR OAKS 331930513
Tax District:
S1-SANFORD
Exemptions:
00 -HOMESTEAD (2004)
Dor:
01 -SINGLE FAMILY
SALES
Deed Date Book Page Amount Vac/Imp Qualified
WARRANTY DEED 02/2003 04787 1535 $145,500 Improved Yes
WARRANTY DEED 04/2000 03839 0629 $125,000 Improved Yes
Find Comparable Sales within this Subdivision
Land Assess
Method
LOT
LAND
Frontage Depth Land Unit
Units Price
0 0 1.000 45,100.00
2007 WORKING VALUE SUMMARY
Value Method: I Market
Number of Buildings: 1
Depreciated Bldg Value: $175,173
Depreciated EXFT Value: $0
Land Value (Market): $45,100
Land Value Ag: $0
Just/Market Value: $220,273
Assessed Value (SOH): $138,620
Exempt Value: $25,000
Taxable Value: $113,620
Tax Estimator
2006 VALUE SUMMARY
Tax Amount(without SOH): $3,598
2006 Tax Bill Amount: $2,170
Save Our Homes (SOH) $1,428
Savings:
2006 Taxable Value: $110,239
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LEGAL DESCRIPTION
Land PLATS: Pick... -•
Value LOT 67 MAYFAIR OAKS PB 50 PGS 38 THRU
$45,100 41
BUILDING INFORMATION
Bid gld Type Year Fixtures Base Gross Living Ext Wall Bid Value Est. Cost
Num Bit SF SF SF New
1 SINGLE 1999 7 1,544 2,154 1,684 CB/STUCCO $175,173 $181,526
FAMILY FINISH
Appendage / Sgft OPEN PORCH FINISHED/ 30
Appendage / Sgft GARAGE FINISHED/ 440
Appendage / Sgft BASE / 140
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed
Porch Finished, Base Semi Finshed
Permits
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad
valorem tax purposes.
*** Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value.
http://www.scpafl.org/xveb/re—web.seminole_county title?parcel=3319305130000067O... 3/19/2007 .
DETAIL STARTS HERE
INSTALL PURCHASE ORDERS Date: 03/01/2007
Page: 1
FROM: HOME DEPOT U.S.A., INC. FAX: (800) 426-6791
STORE 6350: ST CLOUD W PHONE: (800) 908-9105 Ext.
4560 13TH STREET
ST CLOUD, FL 34769
============(Use this number to invoice The Home Depot) P.O. Nbr 50407688=======
For customer: MATTER, VERNON=======
140-762 EXTERIOR DOORS (NATIONAL)
INSTALLATION SITE:
MATTER, VERNON
6172 WATERFIELD WAY
SAINT CLOUD, FL 34771
PHONE: (407) 957-2806 Ext.
TRIP CHARGE: $0.03
CUSTOMER NAME: VERNON MATTER
PHONE: (407) 957-2806 WORK (407) 968-6357 Ext
ORDER: 050358 REF #: I13
MERCHANDISE WILL ARRIVE AT SITE VIA THE FOLLOWING:
EXTERIOR DOORS (NATIONAL)
BASIC INSTALLATION LABOR INCLUDES:
PREHUNG DOOR (UP TO 72" X 80")
Quantity: 0.00 UM: EA Price Ea.: $376.00 Extension: $0.00
SPECIAL INSTRUCTIONS:
INSTALLER NEEDS TO RETURN TO JOB SITE, CUSTOMER COMPLAINING
ABOUT CAULK JOB UNDER THRESHOLD, LARGE SPAN OF MISSING CHUNKS
OF CONCRETE FILLED WITH CAULK. CUST SAYS VERY SPONGY & LOOKS
VERY BAD.. NEEDS TO PATCHED WITH BETTER MATERIAL...
INSTALLATION LABOR SUB -TOTAL: $0.00
INSTALLATION LABOR TOTAL: $0.00
LIMITED POKIER OF ATTORNEY
I hereby name and appoint:
i—Printed Name of Appointee
I 2 J I Company Name of Appointee
to be my lawful attomey-in-fact to. act for me in applying to
Government Commercial/Residential Permitting for a permit enabling work to be
performed at the location below described and to sign my name and do all things
necessary to this appointment:
Section
Township
Ran
go
— -
- Subdivision
Block
Q(f� Lot
C1----------Pmjeot Address
�_1W hC Lk ���--- _Owner of Property
15-1 --- _—_ ----Owner Address
State of )
County, of�6
)
S '* V b i
to me or who Me produced.
taMMtyorwrd aavmayla42501Aav
Signed:—_ z�--jr_- Gf3�.lil!i1_6c�
certified contractor signtum
Date:
Certified Contractor-A!!n!�l T. %&L4iL r— ms -
-
prhod ne
Contractor License tt:_ CBG /ZS4-1-ff --
day Of 0 7 by
(name of peri r adrnoWdedged) who is peramtIly knoMm
Comrrisew mires:
Phyllis J. Nicholas
Commission #DD275024
N;.4:ae Expires: Dec 14, 2007
,9TF OF �OQ,� Bonded Thru
""" Atlantic Bonding Co., Inc.
Rei Caen ce
13C� aoEey-\S C
a,�f DU FI 3a� I
Opening will meet 35 PSF +/- requirement
MIAMI- A
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF .ACCEPTANCE (NOA)
Andersen Corporation
100 Fourth Ave. North
Bayport, MN 55003-1096
MIAMI-DADE COUNTY, FLORIDA.
METRO-DADE FLAGLBR BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305} 375 2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division andaccepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes.. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Series FWG "Frenchwood Gliding" Wood Sliding Glass Door
APPROVAL DOCITMENT: Drawing No. DADE-FWG-IMPACT, titled "UNIT, FWG — IMPACT", sheets I
through 4 of 4, dated 2/19/00 with revision B dated 4/25/00, prepared by the manufacturer, bearing the Miami -
Dade County .Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the
Miami -Dade County Product Control Division.
MISSILE IMPACT DATING: Large and Small Missile Impact
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement_ "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 00-1011.08 and consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
61 aft NOA No 03-0415.17
Expiration Date: June 22, 2008
Approval Date: May 15, 2003
Page I
Andersen CorRoratlon
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
(For File ONLY. Not part of NOA)
A. DRAWINGS
L Manufacturer's die drawings and sections.
2. Drawing No. DA1DE-FWG-IMPACT, titled "UNIT, FWG - M'ACT", sheets 1
through 4 of 4, dated 2/19/00 with revision B dated 4/25/00, prepared by the
manufacturer.
B. TESTS
Submitted under NOA#001011.08
1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94
along with marked -up drawings and installation diagram of a wood sliding glass
door, prepared by Architectural Testing Inc., Test Report No. ATI -02-31214.01,
dated 04/28/99, with addendum letter dated 05/12/2000, all signed and sealed by
Allen N. Reeves, P.E.
C. CALCULATIONS
1. Anchor calculations and comparative analysis, dated 4/09/03.
Submitted under NOA #00-1011. 08
2. Fastener Installation Analysis Report, Project #99-0208, dated February 19, 1999,
with revision #1 dated May 19, 2000, prepared, signed and sealed by Richard
Boyette, P.E.
D. MATERIAL CERTIFICATIONS
I. Notice of Acceptance No. 02-0828.15 issued to E. I. Dupont DeNemours., for
"Dupont Butacite ® PVB", approved on 11/21/02 expiring on 12/11/05.
2. Notice of Acceptance No. 01-1205.02, issued to Solutia Inc., for "Saflex /
Keepsafe Maximum", approved on 5/17/01 expiring on 05/21/06.
E. STATEMENTS
1. Statement letter of no change, issued by Andersen Corporation, signed by Chris
Richner, dated 4/10/03.
F. OTHER
I. Notice of Acceptance No. 00-1011.08 issued to Andersen Corporation, for their
Series FWG' Frenchwood Gliding" Wood Sliding Glass Door,pro ed on
06/07/2001 and expiring on 06/22/2003.
Manuel , P.E.
Product Coutr E aininer
NOA No -0415.17
Expiration Date: June 22, 2008
Approval Date: May 15, 2003
E-1
85.2'
UNIT
Ho,cS:
A --
50.325 MAX UNIT wlrn.
1. IHSIKlA710N METHODS:
WOOD BUCK: THE SILL 1S SEI IN SILICONE BACK BEDDING AND THE 2 PANEL SILLS ARE SECURED WITH THREE 110 X 2-1/Y WOOD SCREWS OR TAPCORS
SN _.
THE BS ARE SECURED WITH FOUR OR FIVE 410 X 2-1/7' WOOD SCREWS OR TAPCONS THROUGH EACH JANE INTO OPENING.
THE HEAD 15 SECURED MIT. TWO TO FIVE 110 X 2-1/7 OD WOSCREWS OR TAPCOHS THROUGH HEAD INTO OPENING SPACED IF FROM EACH JAMB AND 26' O.C. MAX.
MASONMY: IAPCON SPACING AND LOCATION IS THE SAME AS 'WOOD SCREW SPACING AND LOCATIORL
Z. GLAZING SPECIFICATIONS:
HEAT STRENGTHENED: INE UNITS UTILIZE 3/6' THICK 1AMINAIED GLASS FABRICATED & COMPOSED OF TWO NOMINAL 5/32' HEAT STRENINENED SHEETS WITH A .DW PJB CRAY DR CLEAR INNER LAYER
MMNUFACIRED BY DUPONT DR SMU11A
ANNEALED: THE UNITS UTILIZE 17/32' (.532) NOMINAL THICK LAMINATED CUSS FABRICATED & COMPOSED OF PRO NOMINAL 7/3ZANNEALED SHEETS WITH A .09T CRAY DR CLEAR PVB INNER LAYER
M,,U,4c,URED DY D PCNT OR SMUTIA .
CLAZING MEUX10 V .
%ASSTIS SEI FROM THE 1NNRIOR AGAINST ONE OR TWO COMPONENT SILICOIC OEOBEODING ANO ,HEN THE CUSS 15 EACKGLAZED WIRE SILICONE, WOW SLOPS ARE USED ON THE INTERIOR,,
SECURED WITH 1-1/2' FINISHING NAILS SPACED 8' ON CENTER
3. CUSS BITE ..&&Y.
4. FRAME CONSIRUCIION:
CORNERS ART COPED. BUTTED. GLUED & FASTENED USING FOUR 110 X 2-1/T WOOD SCREWS PER HEAD JAMB CORNIER AND THREE 110 X 2-1/7' WOOD SCREWS PER SILL .MMB CORNER. THE SILL FILLER
BELOW 1M
THE 5IONARY PANEL 15 REINFORCED WITH THREE OR FOUR 7' & 3/8' -RIBBED ALUMINUM ANGLES (RE)AIFHNIG BLOCK) POSITIONED 2'. 24', 4Y & 46' FROM FRAME JAMB AND 1S SECURED TO THE SILL WITH SIX
.25U X .25V SOLIS.
5. PANEL CONSTRUCTION:
THE WOOD PANELS CONTAIN BLIND MORTISE AND TENON, DOWEL, SECURED AAD GLUED CORNER CONSTRUCTION. THE 57A)IONARY PANEL IS SECURED TO THE FRAME WITH FOUR OR Six 18 X 1' SCREWS .THROUGH THE SILL
INSERT FLANGE )MD PANEL. THE TOP RAIL OF THE SIATIONATFY PANEL IS SECURED TO THE FRAME WITH A 1-3/A- X 1-5/6' ANGLE METAL BRACKET. THE BRACKET IS SECURED WITH TWO 18 X 1'
SCREWS INTO IN[ PANEL & THREE 16 X i' SCREW INTO THE FRAME.
THE OPERA)ING PANEL WAS HELD IN THE GUIDE BUCK USING A 1/7 X 1/2' WX)D/VI+YL GLIDE STOP WHICH WAS SECURED TO THE FRANC WITH 18 X 1-1/Y LONG SCREWS SPACED Sr ON CENTER
6. WEAIHENSTRIPpINV`
.531' VINYL FLAP, 2 ROWS Al MEETING STILES, ONE RDW EACH STILf..2)Y VINYL LEAF, ONE RDW AT STATIONARY PANEL JAMB & HEAD. -ZW DINKIER VINYL BULB, ONE ROW AT OPERATING PANEL MEETING STILE.
FWC- s50/-63
FWG-3380 50/-63
FVFG -2950 +50 -63
FVIG-43611 i50 -6!
FWG-33511 .50/-63
M-29611 +50/-&j
6-4366 +50/-6!
IWC -3166 -63
FWG-2968
UNIT O TWOS
DES. (PV)
SIDELIGHT
95.2!
UNIT
cP RENz%rW '-m
w1m013)RII 1rk6 T6 c Fdrida
BBIdk L`pde
Awirsdot6 No� J7
E?Ab'a/loa DRTe.� aevlo
e d/75/00
A 2/19 69
REYtSiCN
f1YG-8080afWE-aoetl
F-6061 {
FWG=50611
5/_.
FWC-8066 .45/ -SO
FITC -6068 IIG-+45 -60
F508(1 s45 -
UNIT
DES. (PSE)
5 2 PANEL
APPROVED AS COMPLYING WIN THE
SOUTH H.DQW/y,�IJjLOJ )gDE
DAT JIJfl (J / - �j
SY
PR COTRO
NL OMSION
B I DECommIANCE
ACCEPTANCE NOR 0 - ! D 11. O$
3/7
70 PYB
5/32" HEAT
STRENGTHENED
563"
GLASS SITE
3/6' NEAT SIRENCINEN£D LAMINUTEO
CLASS CONSTRUCTION
(SAFLEX OR BUTACIIE)
, !]/J7 IAGINATf0
GLASS
.DSD PV9
J/32' ANNEALED
7/J! ANNEALED
5sY
CLASS BITE
17/JZ (.537) ANR IJONNCALCD
CV65 CONSIS1kUC/ION
I �5_I WIDM I HE ICNI
PAVLL DH+ENSIONS
GES. I WID7N I HEIGHT f
UNIT D MENSIONS
I .u[s I,5u cxe I f e
tGCAT:ON
51
1 4" OTANfTER TAPCON
STEEL
45
BEM
SILICONE
AIIACHMENT Of CLASS TO STILES d LS K CWING
12
BEAD
SILICONE
ATTACIWENT OF CLASS TO STILES d RAILS JMD GLAZING
7
BEAD -
SILICONE
EXTERNAL FSLLEF BETWEEN GLASS k PANEL SURROUND
is
20
A:1
NFL419N 1.500•
ATTACHMENT OF INSIDE GLASS STOP 70 STILES
16
17
NAIL. FINISH tsw
ATTACHMENT OF INSIDE CLASS STOP IO.RAILS
47
2
DOWEL ,AM x 65W'
ATTACHMENT OF DOITW RAIL TO STILE
1.375
2
DOWEL .4Jd X 5.005
ATTACHLEN7 OF TOP L 10 STILES
-
b
SCREWS, 10 % S.00O
AIFAOTMEN/ 5 L 5 TO LS STA IONARY ONLY
PI0NANT
38
I1
SCREWS, 7 X .825"
ATIACHNEHT OF i.lL-LOCK W 5 10 PANEL
ITEM 1
Ott.
DESCRIPTION
LOCATION
51008
PINE
SIATIOTARY PANEL FASTENERS LIST
1.375
43
PARTING STOP BRACKET
51051
45
BEAD
SILICONE
ATTACHMENT OF BASS 10 STILES d MILS 41AIING
42
SEt6
SILICONE
ATTACHMENT OF GLASS 10 STILES k RAIL, 8 D -=---I O
-
BEAD
SILICONE
Ex ERN& FILLET BETWEEN CLASS d PANEL SURROLNO
16
20
NAIL FINISH 1.507
ATIACHMENT OF INSIDE MASS STOP TO STILES
16
_7
12
NAIL FIMISH 7.9U
ATTACHMENT'OF INSIDE GLASS STOP TO RAILS
1.657
6-10
NAIL FINISH 40 1307
AT1AC19 . OF TRIM 10 STILE
SILICONE
2
DOWEL..138 X 6.507
ATTACHMENT OF BOIOM RAIL 10 STILES
-
2
DOWEL .438 X 6.,W
ATTACHMENT OF TOP MIL TO STILES
37la
37
1!<WS, 6 x 1.000
--HT Of BOTTOM RAIL FILLER 10 PANEL
38
1)
SCREWS. 1 0.62
A IACSMENT Of OPERATOR INTERLOCK WA TO PANEL
ITEM E
OTY.
DESCRIPTION
LOCATION
-
35
HANG[ NIEJD
ACTIVE PANEL FASTENERS 1151
51
1 4" OTANfTER TAPCON
STEEL
50
SCREW 10 x „S]
STEEL
4 75
0.134
49
SCREW. B X .7
STEEL
48
BOLT 257 X .7
ST
0.250
4750
47
.IAMB, SIDE. 510E LIGHT ASSEMBLY
50289
P1NE Nn
1.375
.875
46
SLOP W75IW SIDE LIGHT
502.11
ALUMINUM
- 0.438
1.031
45
SEALANT OC 983-2 DC -011
MDS0012 33
5 LIC E
44
4AB HEAD
"A'S'
51008
PINE
5.675
1.375
43
PARTING STOP BRACKET
51051
ALUMINUM
4632
5.000
42
SEALANT fk 903-2 OC9-1350
W50012 4$
SILICONE
-
-
41
SCREWS 6 X 1 FLAT >+fl
3WO910
STEEL
40
BRACKET
51773
STEEL
1.718
1.657
39
.257OTAMEIER SILICONE St"
51079
SILICONE
-
-
38
EW, 7rx.61
3621100
STEEL
37
SCREW, B % 1.
3621110
STEEL
-
-
38
SCREW, 8 X 1.
3621250
STEEL
-
-
35
HANG[ NIEJD
50061
VINYL
34
WIDE, SCREEN
60101
VINYL
1.125
0.986
33
FLASHING HEAD
500
AWMIHW
1.112
1.335
32
STOP. HEAD PARTING
51039
YERYL
1.030
0.391
31
STOP, HEM INSIDE
51436 -
PINE Nn
.0.765
4719
30
RAIL 10P 5 ATI
51021
PIKE
4.438
1.779
19
RAIL TOP OPERAIINC
51021
PINE
4.438
1.719
26
slop, Gw IN0 RAILS
51195
PINE
D.500
4675
27
RAIL DEMON RAIL STATIONARY
51020
PINE
8.594
1.719
26
RAIL. 7704 RAIL OKMTDIG
51020
PINE
8.594
1.719
25
ASSEMBLY. WHEEL
61D62
STEEL
24
FILLER, BOfTCY MIL OPEMi1NG -
51050
VINYL
1.855
0.931
23
BLACK RETAINING
51013
ALUMINUM
22
FILLER SRl
57
VINYL
2�
1,774
21
Sill INSIDE PIECE
S005
ALUMINUM
1.937
1.164
10
SILL OLRSIGE PIECE
50154
ALUMINUM
0.448
3297
19
BREAK THERMAL SIL
SM4
VINYL
IA88
1.938
16
WOW SCREW, Ila % 7.507 OR TAPCON
6 047
STEEL,
-
-
17
NVL FINISR 40
-
STEEL
-
-
16
NAIL• FINISH 1.
-
-
15
POE. STRIKE
2573462
STEEL
14
IH1 ERLOCK. OPERATING
51019
VINYL
0.738
1.925
13
INTERLOCK. STATIONARY
51148
VINYL
0.736
1.144
12
LOC= REFE.11 Ou7
7
STEEL
1U
PUB. OPEIWMIG SIDE
PINE
5.875
1.375
10
,LAB. STATIONARY SIDE
50017
PINE
55.75
1.375
9
TRIM. IAMB
I'll,PINE
3.141
4344
B
HANDLE
2573514-5
BRASSS
-
-
7
SEALANT W 791
MD50034 35 36
SILCONE
6
SPA: C,LA552QG§5
INYL
D.375
1.000
5
G{.ASS. LAMINATED
04170 I
-
-
I -
4
S71LE. SIDE
510
LVL
4.438
1,719
3
U.STILE
51152
PINE
2
STOP, OIVIN. SIDE
S1126
PINE
45W
4675
I
FLANGE, SIDE
50,147
VINYL
1.644
D,<]D
ITEM
BESCRIPIION
PART
MATERIAL
HEIGHT
WIGAN
DRAWING REFERENCE
LIST
AL PARIS MAKWAC71RED TO ANDERSEN SPECIFICATION
AS NOTED BY ADM PART NUMBERS
APPROVEDAS COmpLYING iMTN THE
swH f4fr BFHLOING CODE
OA J�jf�
8Y
PR CON7R%DpAsM
FUILDI E CQ%LPLUINCE
ACCEPTANCE No.�O-IO 1 I . OO
PRODUCI'umEwED not
QCTTK6 tp9t UNIT, FWG - IMPACT
LJ
2' X 6 SPF
43
2" X S SPF
d2 MOOD SUCK
/2 WOOD BUCK
44
OR MASONRY
OR MASONRY
n
44
n -
11
MIN. EMBEDMENTMIN.
Il
EMBEDMENT
1
40 35
11
IAA (7) DIAMETERS
40 35
11
1.43" (7). DIAMETERS
41
1�
41
I
1
33
i1 36
1/4' MAW.
11
76
1/4' MAX
SHIM SPACE
0 O jy
SHIM SPACE
33
0 e
r
0!u
"
:0
18 51
10 - 1
34
--
29
30 32
71
30,
32
31
42
6 I6
6
16
6
T5
42
42
45
7 45
\\
\\
2a
80.210 MAX
_
7
45
CUSS
00,250 NA%.
olYEN61DN 5
I��
INEt10h 1
5
7
5
------
(2)PL. 79.725 MAX
79.125 MAX. EXTERIOR
DAYLIGIN
INTERIOR
D40.IGFn EkTERIDR
iNTEflWR
VIEW
OPENING
'rSEw
OPENING
•R Ex
_
VIEW
(2)PL.
APPFtOVfO AS COAIMY1IfG N1)HiH[
7 +5
SECTION A -A
7 45
4y
BUILDING CODE
SOUTH FjQIiI,f�IJJ�N--
SIDE L'.CHT
P8
Q0.
6
95.500 IAV[.
UNIT HESGHI
SECTION C -C
�.
+2
y
16
pR OL DMSlON
PANEL IlEIC i
48 MAX
yz
z PMFL
8ULL!%NGCODEC�IPIJANCEOPFICE
PANEL HEIGHT
ACGEFFANCE ND.9�
16
I6
FWG-BO8980.250 79.125 95500
95.500 MAY.
+2
FWG-6080 80.250 7&125 95.500
NN NElCiIT
FRG- 80.250 79.125 95.500
6
FWG-60611 67.125 66 DOD 82375
28
28
FWG-60611 67.125 96.000 82.375
-
iWG-50611 67.125 BED00 82375
'
76
FWG-8068 64.250 63.125 79.500
FWC-6068 64.250 63.1 79.500
FWG-5068 64.250 63.125 79.500
z7
27
FWG=4380 80.250 79.125 95.500
FWG-3380 80250 79.125 95500
25
FWG-2980 80.250 79.125 95.500,
PRODNCTRENEWFD
FWG-43611 67.125 66.000 87375
37
21
37
as Tamp�tOg pity tyi F'IDA&
FWG-33611 67.125 66.000 82.375
22
9nidiog Cnl4e
-29611 67.125 66.000 82.375
-
22
_
py
AOP+'11TLOtl ND
$zpit4Ei0p
F1YG-4300 64.250 83.125 79.50D
FWG-3360 64.250 53.125. 79.500
FWC-2966 64.250 O7.t25 79.500
--
-
21
Dy
A'T.Fief
UNIT GLASS DAYLIGHT 14:IGIn
DES, DIMENSION OPENING
4b
2.037
20
4e
Pndad
HEIGHT DIMENSIGNS
D
T
ii
UNIT, FWG - IMPACT
it
1
Andersen �orporOtiOn
ggd.��Mtth+n ' Sy003
50 23
-
50 23
s`..Zitwa� 793w�ie7 w� .ci)irl`� n14'w`si"'
19
-
6 4/2+ 00
��cw..wn uo4n cr+.er.�ia�.w au nMm uu.Pea
NRiu tOAUNNO
y1 18
1/2' MIM. SILICONE BEAD
7 % 6 SPF
22 x600 DUCK
51 18
19
1/1 MIN. SILICONE SCAD
Y k 6'. SPf A12/9/991
REVISION
.rwwpa NWIRER
2/19/QO
FULL LENGTH OF SILL
OR MA6UNFtY
FULL LENGTH Of SILL
11 u 1OK
DADE-FWG-IMPACT
91r, 4 O! 4