HomeMy WebLinkAbout111 Aldean DrRECEIVED
C9MY OW SAWK-3RD PERMPT &PPLYCATIO'N
o C)lDate: 4�'
_a,1)E1 1 9 2107
Job Address: aid I
.11 -J.-
DescrivA — ---------- --
ption of Work;
Historic District:
V
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Peranit Type; fluildijigallical
Me '11,
130
P
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plumpling/ New Commcmi-* # of Fix"lareq -1 of WalLf"t. & scmnl. Unt's of cim T -h -'s
Plumbing/Nm ResIdenOM: # of Water Closets
PIUMbIng Repair --- Rc.,sidentia.1 oy commprcial
ocellpo'nev T�Ipe: Residential Total Square Foowge.:
Construdim Type: of swre& N. of D;jkjpj�g units: FlAnd, Zone:
I I won* (PrIMA f0M'M rcq,11fl,rd fair mlvn, omm.
ft"m"ww""
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Owntim Mme. Pt. Addrasw
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Bonding rompany
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Addre,m:
Phone;
Addresq:
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111013 of a pam- It and rhal: all w t �j Oip-, no vinrj� or j.1.)q
0'rk Will be perfniTned to
issuai]f, n ims nollarnencocl Prior to v'110
of MI laws raq.p'lladtIA rownniodol.-A in ttj r;jjr'T'j4)
Pel'Infl: Ill"ISI: hcqrcl1r41.d for ELECTRICAL WORK, PT_?jMRjN(Y' q 'T.',,'T"
% '' I u.jj(.j0r.qajj(.j bat a. saparafei
� jCYM�q,' - ' r
AM CONDITIONERS, aw., V1 T-9, POOL,, FURNCIACE�q, RO�UR,�, N FAtf',IRS, T&NKS, and
Q-1KUEUAEMAY.1T: I ntrtii5 that all of it),. forcgofl)g information iq acclirrilo anti 1:11at all work will bn Annn ill compliance with all applicable laws rtguiplinR
COMMUctiOn and zoning. WARNNG TO OWNER: YOUR FAIT URI,3 To Rrt('!0Ps.7) A NOTTC1:'. OF C0I�4MFNCEMURNTMAY RUSLITIN YOUR.
'OR IMPR0VP2MRNTq TO YOUR
TWTCP- r PRO'PRRTy, 1p
ATTORNRY BpFORE RF PAYING
Cop j)lj< 'N'I'P -ND TO OBTAIN FINAN
4 YO'A '("IOTTCT� 01" ('OM'M1l'-TMCF1,W�NT. WlTll YOUR LLNDER OR, AN
N -QJ -KH-: in addition to the p�!quimmnntu� of tits Permit, fle. r1my 1.1o, nt,(c.lijiorinl resir
this oouI-,j:y, And thom maybe.-elditional pnrmits roq1til-cej fro itl.dolm RPPfics'Nf' In chis pr&pprt.V'4IPt My be P, 406 it) th - 13 bli.
othrr povarmilAtital plllitie�-9 'Moh 9.', water mawt h 0 U c recoq1.9 of
StAlt,A? on
fedomp ag 9.
CIt Of thn ppopertv of the I'a"Illi Moll `16rid4l
gnature Of Owror/Ap
en t Dnte
nate
Print Owner/Agent's Name
Siirnarnre. of �iorery.,S4:are of Florida
Owner/Allem. is -- Personally V,
Produced Jr.) j)o!A'jj to Me or
APPLACA,rION APPROVEI:) j3V! Rj(jg:zj=67Z�
(J""' DAre) _Totting:
SPociaj Conditions:
C.
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Date
MY com Issm # DDS29096
�P'JJ EXPIRES: February 25, 2011
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111119 ill 0 HI II M 111111111 Ill 11 Ill 1111111111 If Ill 11 IN 111111
Y �R5E, CLERK OF CIRCUIT COURT
SRINOLE COUNTY
BK 06594 Pg 08191 (Ipg)
CLERKIS # 2007025329
RECORDED 02/19/2007 09*25139 AN
RECORDING FEES 10.00
RECORDED BY H More A
Tbni,)MP.rPiT!wo.d h--,�by gives will
oll ifi P.-mvidod I'll thi",
'71 Jw f , Ig, i 11 fo I'll'ol 6
ji fl, R ., 01 . 1.
L-P—� Co T Lo P, ( Dqt I u -)'i, I Of CR WC 14 P b Ito U)
e ck n OL I- I 3Lj-n
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2V-4", 11 eg"' To) r. n mi) or 4 1•3a 5 S q
of
A dd j I 1 0 1 C-1 e F�n D i2
1'4-iarm, DEC YCE 1Z 00025 1AC
AmMmlof bond
7. Lmllkn, (l (illy)
, illtx
slot,
by §713.1 (1A)CUM0,1113 ony b(,,,
J i
Rwn ,I
.
9,S NPldded in §T1 I. I �l • )7 O:P i.11
�1 t i'q pf 0. r
i.9 On
011A
20 7
..........
-7F
�qnel 110 ol" 020
It lo
mmh Davis Govocek
2-6
Debora
ommission # DD282 66
Expires February 6, 2008
d trey Pain SM385-7019
,,-OF 80ndG
LIMITED POWER OF ATTORNEY
I hereb name appoint:
',//_,�d_PrIrfted Name of Appointee
1 Company Name of Appointee
to be my lawful adomey4n-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:
qSection
Township
_
51—Subdivision
Range.
51— Subdivision
X -m- Block
Stats of )
county of }
FaRk"or d attorn0p0125 1W
Address
of Property
Address
Signed:__!
oortid contractor ture
Date: 4
Certified Conti,actor��ni'�l
printed nerve
Contractor License
day of lG�— by
Phyllis J. Nicholas
Commission #DD275024
Expires: Dec 14, 2007
Bonded Thru
Atlantic Bonding Co., Inc.
From: Michelle Snyder To: Dan Decker Date: 2/6/2007 Time: 8:16:38 AM Page 1 of 2
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
Total: $2,747.04 Stock Sanford Anderson-FWG 407-323-5592 0264
http://www.scpafl.orglweb%re web.seminole county title?parcel-34193051800000060... 2/6/2007
iDsvmJoHms'orx.CFA. ASIA
PROPERTY
r
APPRAISER
}
f a
SEMiNOLE.COUNTY FL..
+ 3.17
5 H
11€ s E. FIfesTST
SANFOR0, FL 3W71 •:1468
407-665-7506
—1 At -..A_4.0 y
32fi�rr,,
2007 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 34-19-30-518-0000-0060
Number of Buildings: 1
Owner: TERWILLEGER JAMES B SR &
Depreciated Bldg Value: $175,507
Own/Addy: LINDA W
Depreciated EXFT Value: $750
Mailing Address: 111 ALDEAN DR
Land Value (Market): $48,000
City,State,ZipCode: SANFORD FL 32771
Land Value Ag: $0
Property Address: 111 ALDEAN DR SANFORD 32771
Just/Market Value: $224,257
Subdivision Name: IDYLLWILDE OF LOCH ARBOR SEC 4
Assessed Value (SOH): $104,301
Tax District: S1-SANFORD
Exempt Value: $25,000
Exemptions: 00 HOMESTEAD (1994)
Taxable Value: $79,301
Dor: 01 -SINGLE FAMILY
Tax Estimator
2006 VALUE SUMMARY
SALES
Tax Value(without SOH): $3,699
Deed Date Book Page Amount Vac/Imp Qualified
2006 Tax Bill Amount: $1,511
WARRANTY DEED 08/1978 01182 1877 $45,300 Improved Yes
Save Our Homes (SOH) Savings: $2,188
WARRANTY DEED 01/1976 01104 1352 $40,600 Improved Yes
2006 Taxable Value: $76,757
Find Comparable Sales within this Subdivision
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LEGAL DESCRIPTION
LAND
PLATS: Pick...
Land Assess Land Unit Land
Frontage Depth
Method Units Price Value
LEG LOT 6 BLK C IDYLLWILDE OF LOCH
LOT 0 0 1.000 48,000.00 $48,000
ARBOR SEC 4
PB 16 PG 100
BUILDING INFORMATION
Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New
Num
1 SINGLE
1974 6 1,580 2,746 2,152 BOCK ONC $175,507 $205,873
FAMILY
Appendage I Sqft BASE SEMI FINISHED / 572
Appendage ! Sgft UTILITY FINISHED /576
Appendage ! Sgft OPEN PORCH FINISHED/ 18
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed
Porch Finished, Base Semi Finshed
Permits
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
FIREPLACE 1987 1 $750 $1.500
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad
valorem tax purposes.
"*' If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value.
http://www.scpafl.orglweb%re web.seminole county title?parcel-34193051800000060... 2/6/2007
Terwilleger Residence
111 Aldean Drive
Sanford, FL 32771
Replace rear entry door unit.
Opening will meet 35 PSF +/- requirement
0"1. 11,11
MiAMID DEE
BUILDING CODE COMPLIANCF OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE
Andersen Corporation
100 Fourth Ave. North
Bayport, MN 55003-1096
MIAMI -DADS COUNTY, FLORIDA,
METRO -DARE FLAGLER 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 and. accepted
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 DOCUMENT: Drawing No. DADS-FWG-EM PACT, 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_
NIISSILE IMPACT RATING: 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.
TERMINATION 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 # 00-1.011.08 and consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No 03-0415.17
Expiration Date: June 22, 2008
Approval Date: May 15, 2003
Page I
Andersen:Q�rat�ion
NOTICE OF ACCEPTANCE: EVIn-V1vf-1w eirn
ETf
(For File ONLY. Not part of NOA)
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. RADE-FWG-IMPACT, titled "UNIT, FWG -.RAPACT" sheets I
through 4 of 4, dated 2/19/00 with revision B dated 4/25/00, prepared by the
manufacturer.
1B. TESTS
Submitter) under NOA#00-101L 08
1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Unifonn 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. 09
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
L Notice of Acceptance No. 02-0828.15 issued to E. I. Dupont DeNemours., for
"Dupont Butacite 0 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 Gilding" Wood Sliding Glass Door, pro ed on
06107/2001 and expiring on 06/22/2003.
Manuel ez, P.E.
Product Contr E aim*ner
NOA No -0415.17
Expiration Date: June 22, 2008
E 1 Approval Date: May 15, 2003
9S.?!
UNI7
NOTES:
so.37s MAx. LNII wcmH
-1. WSLALU110N METHODS.
•DOD BUGt: THE SILL IS SET IN SILICONE BACK P.EDDOZ " THE 2 PANEL SILLS ARE SECURED WITH THREE 110 X 2-1/T *000 SCREWS OR TAPCONS.
THE JAW9'A ARE SECURED WITH FOUR OR I'M 010 X 2-1/T WOOD SCREWS OR JAPCONS THROUGH EACH JAMB INTO OPENING.
It IC HEAD IS SECURED WITH TWO TD FIVE JIO X 2-1/2' WOOD SCREWS OR TAPCONS THROUGH HEAD IMO OPENING SPACED S FROM EACH JAMB AND 2b' OC, MAX,
MASONAAY: 1APCON SPACING AND LOCATION IS IKE SAME AS WOW SCREW SPACING AND LOCAFIOR
2. GLAZING SPECIFICATIONS:
HEAT S7RENmHENED, THE UNITS U71LIZE 3/8' THICK LAMINATED GLASS FABRICATED ,} COMPOSED OF TWO NOMINAL S/32' HEAT STRENTHENED SHEETS WIRf A .090' PV8 CRAY OR CLEAN INNER LAYER
MANIACIRED BY DUPDNT OR SOtuffix
ANNEALED: THE UNITS UTILIZE 17/32' (.532) NOMINAL THICK LAMINATED CUSS FABRICATED W COMPOSED OF IWO NOMFUN. 7/3YANNEALEO SHEETS WITH A .090' CRAY OR CtiM PJB EWER LAYER
MARUFAC1URi0 at DUPONT
OR SOLUTIA
CIZING METHOD: .
CUSS1S SEl FROM THE INHRIOR A ANSI ONE OR TWO COMPONENT SILICONE OEDBEDDING AND fNEN THE CLASS 15 BACKCLAZEO WITH SILICONE, WOOD STOPS ARE USED ON THE INTERIOR,
SECURED WITH 1-1/2- FINISHING NAILS SPACED 8. ON CENTCR.
3. CUSS BIIE _ .563'.
A. FRAME CONSIRUCIION:
CORNERS ARE COPED, SUITED. CLUED 8 FASTENED USING FOUR 1TO X 2-1/2' '.00D SCREWS PER HEAD JAMS CORNER AND THREE 110 X 2-1/2' WOOD SCREWS PER SILL ,IAAB CORNER, THE SILL FILLER
BELOW THE STAIIONABY PANEL IS REINFORCED W17H THREE OR FOUR 2- i 3/5' RIBBED ALUMDAIM ANGLES (RETAINING BLOCK) POSITIONED 2. 24', 42- W 46- FROM FRAME J B AND IS SECURED TO THE SILL WITH SIX
.257 X .757 SOLIS.
5. PANEt CONS1RUC1101:
RIC WOOD PANELS CONTAIN BLIND MORTISE FWD TEHON, DOWEL. SECURED Atm GLUED CORNER CONSTRUCTION. THE Si ATIONARY PANEL 1S SECURED TO THE FRAME WITH FOUR OR SIX 18 X I' SCREWS.IHR000H THE SILL
INSERT FLAME 1.470 PANEL. THE TCP R41L OF THE S1ATi ONMY PANEL IS SECURED TO THE FRAME WITH A 1-3/4- X 1-5/S' ANGLE METAL BRACKET. THE BRACKET IS SECURED WITH Two 18 X I-
SCREWS INTO THE PANEL b THREE J6 X I- SCREW ItNO THE FRAME.
THE OPERATING PANEL WAS HELD 1N THE GUIDE TRACK USING A 1/2' X 1/7 YAOD/VINYL GLIDE STOP WHICH VMS SECURED 10 THE FPAAE WIM J8 X 1-1/Y LONG SCREwS SPACED IF ON CENTER
6. YAAiNE(STRIPPING: -
.511 VINYL FLAP, 2 ROWS
AI-MEETING SIILES, ONE RDW EACH STILE..275' VINYL LEAF. ONE RDW AT STATIONARY PANEL IAMB ![ HEAD. -7W DIAHIER VINYL BULB, ONE ROW AT OPERATING PANEL MEETING SALE.
0
30
95.2,.
UNIT
PRpDpCPRgpgW6D '"�
BX Txml>�yiu6 rvilb tie T
B9)d11�{�OdC
ALrePI98ce Na 7
EXp1r911pn Ome .
9y
�" ode PTDdcrt CDRlry
B {/ZSF00
A2 1999
REVISION
00
t.
FWG-8080 +!5 -60
FWG-608D +{5 -60
IWC -508() +!5 -60
fl4G-80811 +t5 -60
F*C-b0611 +45 -W
iYfC'-50611 +45/-60
FWC-8DB8 +15 -60
MG -606$ +{5 -fiO
FWC-5068 +{5 -60
)C BttT S
rp DES. IPSP)
)ES 2 PANEL
APPROVED AS COMPLYING WITH THE
SOUTH 10
DE
DAT
BY A�ivalts
,
P
CONTROL DMSKM
BURL ODE COMPLIANCE
ACCEPTANCE NO.0 o- bol I' os
FWC-4380 +5O/-63
FWC-3380
r50/-63
FWG-2990
+5O -63
FWY;-43611 +SO -b3
iWG-33611
+56 -63
fWG-29511
+SD -63
M^ -A368
+50 -83
fWG-268
+50 -03
O.C.
FWC-2968
s5O -63
IPRA
DES
URET
DES.
(Pu)
SIDELIGHT
30
95.2,.
UNIT
PRpDpCPRgpgW6D '"�
BX Txml>�yiu6 rvilb tie T
B9)d11�{�OdC
ALrePI98ce Na 7
EXp1r911pn Ome .
9y
�" ode PTDdcrt CDRlry
B {/ZSF00
A2 1999
REVISION
00
t.
FWG-8080 +!5 -60
FWG-608D +{5 -60
IWC -508() +!5 -60
fl4G-80811 +t5 -60
F*C-b0611 +45 -W
iYfC'-50611 +45/-60
FWC-8DB8 +15 -60
MG -606$ +{5 -fiO
FWC-5068 +{5 -60
)C BttT S
rp DES. IPSP)
)ES 2 PANEL
APPROVED AS COMPLYING WITH THE
SOUTH 10
DE
DAT
BY A�ivalts
,
P
CONTROL DMSKM
BURL ODE COMPLIANCE
ACCEPTANCE NO.0 o- bol I' os
Wer LAMINA
CLASS
5137 HEAT
STRENGTHENED
565
GLASS BITE
ORD -8
_ 5/32' HEAT
SIREN INENED
3/S HEAT SMACTWNED uMFNATED
OIASS CONSiRLX;Ti DH
(SALEX OR BUTACITE)
17/37 LAMINATED
CLASS.CPD R+B
7/37* MINEALED
7/327 ANNEALED
7
16
365
GLASS 911E
17/37 (.532) ANNEAt EO/A7NEALCD
MASS CON5IRUCIICN
f DES. ' WIDTH 1 HEIGM7
____ PANEL____ PANEL DINENSIONS�
DES. ' WIDTH I HEIGHT f
__ UN7i.DINENS70N6
UNIT ® OF SCREWS I / OF SCREWS
THROUGH THROUGH
DES,
EACH JAMS HEM JANE
51
OEM
SILICONE
ATTACHMENT Of SIDE 1AM135 TO HEAD JAMB
40
1
vla LlcES
AiTPCNMENi OF $TA7IONARY PAYEE i0'FPAME
36
6-12
SCREWS. 18 X t.
ARACIWENI Of INSIDE STOP TO HEAD IAMB
31
5
SCR MI% fa X I.00
AFTACHMEtIT OF BRACKET TO SIATIONARY PANEL &NEM JAMB
37
12-14
SCREWS, 8 X t.00
ATTAC -., Or 51LL FILLER TO BOTTOM RA1l
49
10-12
S
SCk X 2"'
-ATTACIIMEH7 OF S)DE STOP TO 510E JAMB 1 LIGM
37
♦-8
$CREWS. 8 X 1.000
ATTACHMENT OF STATIONARY PANEL TO FILLER
It,
li
6[R w5, 10 x 2.500'
ATfALItfIENi K SIDE JAMBS i9 HEAD JAMB$ ANO SILL
50
i
SCREWS, F X 0.775
ARACIMM 0 RETAINING OCK SILL 1 R FILMY.
4d
6
BOLT, 0.2 X 0.7
AtiACHMENT OF SILL FILt£R TO SILL
1]
d -:p
NAIL. F NiSH {D 1.50
AITACHkINl OF TRIM TO S1 E JAMB
i -EM i
DIY.
DESCRIPTION
LOCATION
4t
SCREWS. 6 x t TUT HD
3820910
FRAME FASTENERS L151
51
1 r DIAMETER TAPCCN
_
STEEL
i3
BEAD
SILICONC
ATTACHMENT OF GLASS TO 5 )LES 8 RAILS K GLAZING
42
READ
SITICONE
A- tENT OF LASS 10 SALES &RAILS BED GLAZlNO
7
9FAD
SILICONE
MERAM, FILLET BE7W'EEN GLASS W PANEL SURROUND
16
20
HAIL. FIO 1.500'
ATIAC11MEH1 OF IMSIOE GLASS STOP TO STILES
16
f2
NAIL. FINISH1.5W
.
ARACHMEhT W INSIDE G1A55 STOP i0. ELITES
-
2
DOWEL O,43d X 6.5C0'
ATTACMEH7 Of BOFTON RAIL 10 STILES
-
2
DOWEL, Aad % 5.
AIIACITMENT OF TOP RAIL TO STILES
-
6
SCREWS, t0 X S.WO
AifACHIAE»I OF STILES TO IIS STATIOnAYY ONLY
38
:f
SCRLW5. /7 x 0.825
ATTACHMENT CF SIAIIO.YAN7 7HIERLOCK W/5 10 PANEL
ITEM 1
Ott.
DESCRIPTION
LOCATION
51p51
MO50012 42
Lwl.UN
SILICONE
STATIONARY
PANEL FASTENERS LIST
4t
SCREWS. 6 x t TUT HD
3820910
EEL
45
OLID
SILICIXIE
AFTMOIMENI pF GCA56 IO STILES d RAILS PACK RAZING
51173
.2
DEM
SILICONE
ATTACHMENT OF GLASS TO STILES & RAILS — GVZING
SCREW, 7 x .53
7
BEAD
SILICONEEXIMM4
FILLET BETWEEN GLA55 & PANEL SURROUND
37
IB
20
NAIL FINISH 1.500'
ATTACHMENT OF INSIDE ciASS STOP 70 SHLES
-
16
12
HALL FINISH 1.
AnA.CnMENT OF INSIDE GLASS $TOP 10 RAILS
17
8-10
NAIL, FINISH 40 1.500
AI7AL'HNENI OF 1RiM 10 STILE
VINYL
-
2
DOWEL ..JB x 0.
ATACrt6LEN1 ALF BDlI RAIL 10 SINES
SO701
-
2
OD'WEL 4.438 X 5.000
ATIAC7WENI OF 70P RAIL f0 STILES
fiA511 NG. HEAD
STOP, HEAD PARTING
37
l4
REINS. f8 x 1.0w
OF IFLN, RAIL FITTER TO PANEL
31
32
11
SCREWS. 7 X 06
ATTACHMENT OF OP I7M.L4.00K MI 5 70 P L
0391
HEM ,
OTY.
DESCRIPTION
LOCATION
.0.763
0.719
29
RAIL. TDP OPERATING
ACTIVE PANEL FAS7ENTR5 LI51
PINE
51
1 r DIAMETER TAPCCN
_
STEEL
50
49
SCREW, 10X.3)!
SCREW 8 X .]
-
-
STEEL
_
0375
0.134
48
,BOLT .250" X .750'
STEEL
4l
IAMB, SIDE. SIDE LIGHT ASSEMBLY
-
50299
STEEL
PINE
0.250
0.750
46
STOP. CUISIDE SIDE LIGHT
50231
NEL
ALUMINUM
1.375
58>5
45
S LS DC 9 J -Z OC -DI l]
MDSOD72 33
SILICONE
0.478
1.031
N
43
JAMB• IfFAD
PARTING STOP BRACKET
51008
PINE
5P75
1.375
42
SEALART DC 983-2 DC9-1330
51p51
MO50012 42
Lwl.UN
SILICONE
0.6.]2
6.000
4t
SCREWS. 6 x t TUT HD
3820910
EEL
-
AO
19
BRACKET
.250 DIAMETER SILICONE BIkH
51173
STEEL
1.718
1.637
38
SCREW, 7 x .53
SI018
3621100
StLl!
STEEL
_
37
SCRM. 8 x 1.000
7621110
STEEL
-
}6
SCRCW, fl % 1.500'
3621250
STEEL
-
35
!!REGI I1EPD
5006)
VINYL
34
WIDE, SCFEEH
SO701
VINYL
1,173
_-
33
32
fiA511 NG. HEAD
STOP, HEAD PARTING
50057
51039
ALUMINUM
1.312
0.986
1.735
31
STOP, HEAD INSIDE
51076
VINYL
PINE NYL
1.030
0391
30
FAI T STATIONARY
51021
PINE
.0.763
0.719
29
RAIL. TDP OPERATING
51021
PINE
9.438
1.719
25
STOP. GLAZING WAILS
51195
PINE
Lf38
O.JOp
1.718
27
RAIL BOTTOM PAIL STATIONARY
51020
PINE
8,594
0875
26
RAIL, l70T10M FAIL OPERATING
51020
PINE
0.594
1.719
25
ASSEN[1LT. WHEEL
51052.
STEEL
1,719
24
rILEEP. BOROM FAIL OPERATING
5105p
vRM
23
BLOCK RETAINING
51013
ALMINUM
1.7155
0.971
22
21
FILt ER, SILL
SILL INSIDE PIECE
Si
vINYL
2.300
1.774
20
SILL. OUTSIDE PIECE
500 5
ALUMINUM
1,957
1.164
19
(9:FA1[, TMERMK SILL
SOt 54
ALUMINUM
QHB
3.297
IR
II000 SCREW, 10 % 2.500" OR TAPCON
50
36 0.70
VINYL
ST
1.888
1.938
t7
16
tLU I. FINISH 4D
NAIL. FINISH 1,50T
-
STEEL
-
-
i5
YLA7E. STRIKE
257356
STEEL
STEEL
-
I.
INTERLOCK uPENATING
51019
Yttf7l
0.736
13
INTERLOCK. SIA71004ARY
511.8
VINYL
0.738
1.925
1,144
12
LOCX REACH OUT
7
STEEL
11
SMB, OPERATING 310EPINE
5.8]5
t0
9
JAMB. STgTIDNAFT SIDE
)RIM JAMB
MIT
PINE
3.873
1375
1.375
B
HANDLE
51151
2573514-5
PINE
BRASS
3.141
0 4
7
SEALANT OC 791
M050O]. 35,36
SILICONE
-
8
WACER GLASS
VINYL
D.375
1.000
5
Gws. LM711NTE0
04170
-
4
3
STILE. SIDE
TRIM. STILE
510
LLE
4.138
_
1.713
2
5709, GLA-ING SIDE
51752
PINE
2.000
0.
t
FtANNIE. S[OE
51196
PINE
0.500
D.875
ITEM
50347
VIML1.64a
0.430
DESCRIPTION
_ Oe% wlhY: n
PMT
1XATERIAL
NEICM
WIDM '
ALL PARTS M,SWbCTUREO TO ANDERSEN SPECIFICATION
AS NOTED BY ABME' PART NUMBERS
APPROVEI) AS COMPLyfNG WITH THE
SOUTH J(JjV Fl,Q(7JQA BUfU)TNG COM➢ATr�
PRODUCT RET'¢p1g,D
-GU°1P"i' Irpy f>1e p(ppl�y
9aldios [`„R.
EHX19'F' CONTROL DMS*t4
8U0.pp���➢''E CQIAPLBWCE
ACCEPTANCE NO.00gl I • OS
.at
UNIT, FWG - IMPACT -
9 Andersen or ionEm
Bopp). Mimefom smDJ
'°'MAn•1= A,orAs. atAWTnc IX1N(KF NA
2/19/IXI
�,, 2 „ 4 DADE-FWG-IMPACT
MIN EMBEDMENI
1.43 (7) DIAMETERS _
(?)PL.
d 12
/2/'� x C SPF
WOOD dR
MASONRY SECTION D-D
I/4' MAX
SHIM SPACE 2 2 PANEL }
if (7)PE.
2 39 17
IB - INTERIOR
15 S VIEW 5 I6
9
___ 2'x6' SPF
2 2 12 WOOD BUCK
DR MASONRY
17
5 18 51
A INTERIOR 42 ____
1S 5 VIEW
B 6
42 <2
EXTERIOR
VIEW 6 _ __-_ -
APPROVEO AS COMKYING'(MTTH) THR
as SOUTH fyp�}gA OII�G/
45 JUIY
CODI
4
35.125 IVJI. (2)PL OA E
DAYLIGHT OPENING 13 38 14 42 BY
7 7 6 1 FROCRJ CONiROI DMSI�!
40.250 MAS. (2)PL._, 30 ExVIRIDR
GLASS DIMENSION VIEW I BU77-OINC3 COt)E COMPIJANCE
45 ACCEPra11cE No. 00 10 11.o S
I; a < 6 a5. 4 L
FWG-6680 2,.250 27125 35.250
3Ij+--- fWG 856!1 22.250 21,125 59.250
- 46.000 MAX. PANEL WIDTH (2)PL. iXG--80611 40.250 39.125 95.250
FWG-60511 28.250 27.)25 71.x50
-- - 95.250 WM. UNIT WIDTH FWD-50511 22.250 21.125 s9.z
2" x 6' SPT FWG-B068 40.250 39.125 95.x50
12 'A'DOD BUCK FWC-6068 8350 271125 71.250
OR MASONRY rWG-5066 2250 21.125 59.250
FWG-4380 40.250 39.125 50.000
M-33BO 28.250 27.125 38.000
PA'G-2986 22.250 21.125 32800
SECTION B-B 2' X 6' SPF MG-43011 40.250 39.125 50.000
47 4iP-7
12 '8000 DUCK FWG-33611 289. 27.125 38,000
SIDEL1GHi
OR MASONRY FWG-29611 2 .250 21.125 }2.000
F'WG-4368 90.250 39.125 SO.000
FWG-3368 28.25027.125 3B.ODO
2
INTEWI
RIOR 2 i'8G-2968 22.250 21.125 32.000
�� UNIT GLASS DAYLIGHT
DES. DIMENSION OPENING
51 IB 5 5 tb 18 51 WIDTH DIMENSIONS
16
PFIODUCT MEWED
4s 42 t 7 7 <� N N19ylyinng YYIW Ws Flaefds
1
RRE
47M EMBEDMENT 45 EXTERR 45 45 UNIT, FWG - IMPACT
430 {7) DIAMETERS 4 VIEW39.125 MAX. .m P1ud°et CaRtrd Andersen �orporotion
:HI' SPACE- _ OAYLICHT OPENING 89rse 4imelola 5003
i_)Pl. 40.250 rux. C:ASS DI WIDTH EM �.lF. p-M1
w. te'c io .wWa¢:ronsu
PATffA WIDTH 8 4/25 00
A 2 19 99 iargntMrt ur. OR >rUfc MAIBCR
-- 50.090 uAX_ uf+n WIDTH sLvlsloN z/t9/6D DADE-FWG-IMPACT
LR. 3 of a
Ni
43
2" x 6" SPF
43
2- x G SPF
12 WOOD BUCK
12 WOOD BUCK
44
OR MA,ONRV
OR MASONRY
n
44
11
I1
WIT. EMBEDMENT
1f
MIN. EMBEDMENT
1
40 35
I
1.4Y (7) DIAMETERS
.
35
1.43' (7). DIAMETERS
40
41
41
ki
lj
33
I 1
36
36 511M SPACE
n n
}i
SHIM SPACE
33
n n
y{
p1
u
�i
n
II
1D 1
)e 51
`o
IB 51
34
34
--
29
32
31
� 32
31
42
6 76
15
16
42
42
45
4S
1
2d
7
80.250 MAX-
7 45
CLASS
80.250 MAX,
DIMENs10H
GLASS
7
5
DIMENSION5
(2)FL. 79.125 MAX .
79.125 MAX . E XIERIOR
INTERIOR
L'I'LIGHT ..TERIOR
1H1ERlOR
CAYLIGM7
OPENING YIEw
VIEW
t DPENING VIEW
VIEW
I 5
y---
j (2)PL.
5
L_
7
5
__�
APPROVED AS COAfPLYtIdGIiiTH T}tF
ED S
4s
SECTION A -A
7
a5
a6
'
Smh Ft,Q(?fla0. allLDIWCODE
LT
S!DEGHT
-
2B
LSA
6
SECTION C -C
42
UNIT E[AGHT
I
(6
16
PR T QLDMS;4#J
41.000 MAX.
PANEL MEICHI
42
48.000 W1X.
-2 PANE!
13LALOING CODE COMPLIANCE OFFICE
P,"EL
NEIGHT
ACCEPTANCE NQ- 011 $
16
16
FWG-8080 80.250 79.125 95.500
96.500
(
_
2
'WG -6080 80.250 79,125 95.500
NIT MfiG11T
IGIR
FWG- 80 80.250 79.125 95.500
6
FWG-80611 67.125 66.600 82.375
28
28
FWG-606.11 67.125 6&000 82.375
"rWG-50611 67.125 6- 62375
e
25
FWG-8088 64.256 63.125 79.500
FwG__C_a 64.250 63.125 79.5011
FWG-5468 6475D 63.125 79.500
27
27
80.250 791125 .500
_
FVMG-3380 80-250 79.1 5 955@)
25
FWC-29806 79.125 95.500
�ROi30CT&ENEWF.D
FWG-43611 66.000 82.375
3]
21
37
da plp7ngwi131f6t F76i&
i11iG_33611.5 66.000 82.375
Sniffs gC.-n!t
FWG-29611 66.000 82.375
_ 22
22
24 At4;t =ft l lD
FwG-436H 63.125 79.500
YETHIS)um D.
FWC-33680 63.125. 79.500
-
FWG-2968 63.125 79.500
--- --
wr DAYLIGFN
2J
48
D 2.037
2J 48
D
21 rlFsi d0 Y[6dut2 DQt
DES. IGN OPENING NCiGiM
HEICN7 DIMENSIO15
11
Im
_
C== i
ii
7
UNIT, FWG - IMPACT
1
Andersen LDrpotaiion Sm
OaTporLwNpTnnemlla 3560]
50 23
50 23
Mr-n-7mu u.ctil"++i°`ii�c v`�I»'*cws;iu
1 ��x.
' 11I
19
0 F4/25/00
AREYjSION
ca.,xw.r .vans cwoR..nw alcor .:ss..ro.
51 1B
I/2 MIN. Sll'.LDNE BEAD
12 WOOD BUG%
"Ij[ MIN. $1LICDNE
X F SPF
BUD 12 WOOD DUCK
p ort � R
N /19J��
FULL LENGt11 OF SILL
OR MASONRY
FULL LENGTH
OF SILL OR MASONRY
DADE-FWG-IMPACT
91r 4 . 4
Ni