HomeMy WebLinkAbout1805 Summerlin AveV,
Permit # : �{/
Job Address: r86 r'v
Description of Work: ;Zk 11,554 4'Al
Historic District: Zo mg:
Permit Type: Building Electrical
Electrical: New Service - # of AMPS
Mechanical: Residential 491 Non -Residential
Plumbing/ New Commercial: # of Fixtures
N
,)L _� t -� r-7 CITY OFSANFORD PIi1tMIT APPLICATION
Mechanical Plumbing Fire Sprinkler/Alarm Pool
_ Addition/Alteration Change of Service Temporary Pole
Replacement New (Duct Layout & Energy Calc. Required)
# of Water & Sewer lines / # of Gas Lines / .
Plumbing/New Residential: # of Water Closets / Plumbing Repair - Residential or Commercial
Occupancy Type: Residential Commercial Industrial
Construction Type: 4#dO # of Stories: �_ # of Dwelling Units: / Flood Zone: (FEMA form required )
Phone & Fax: Contact Person: Phone:
Bonding Company: IP
Address:
Mortgage Leader.
Address:
Architect(Engineer. /� Phone:
Address:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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. 1 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: 1 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 M YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
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 o permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
. ,&_-4AJ1A 1,-q-01.
of
's
Date Signature of Contractor/Agent
Signature o'Nottry-State Of Florida Date
t
Owner/Agent is _ Known t _
Produced ID
APPROVALS: ZONING:
Special Conditions:
Rev 03/2006
UTIL: FD:
Notary Public State of Florida
I.irr!a Kay Bain
Niy f% mmission DD409917
40,n� Expires 03/22/2009
Print Contractor/Agent's Name
Signature of Notary -State of Florida
Contractor/Agent is
Produced ID _
ENG:
Date
Personally Known to Me or
0
CITY OF SANFORD BUILDING DIVISION
OWNERIBUILDER AFFIDAVIT
CONSTRUCTION CONTRACTING
Owners of property when acting as their own contractor and providing direct, onsite supervision
themselves of all work not performed by licensed contractors, when building or improving farm
outbuildings or one -family or two-family residences on such property for the occupancy or use of such
owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to
exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or
lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such
structure by the owner -builder within l year after completion of same creates a presumption that the
construction was undertaken for purposes of sale or lease. This subsection does not exempt any person
who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The
owner may not delegate the owner's responsibility to directly supervise all work to any other person
unless that person is registered or certified under this part and the work being performed is within the
scope of that person's license. For the purposes of this subsection, the term "owners of property"
includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this
subsection, an owner must personally appear and sign the building permit application.
State law requires construction to be done by licensed contractors. You have applied for a permit under
an exemption to that law. The exemption allows you, as the owner of your property, to act as your own
contractor with certain restrictions even though you do not have a license. You must provide direct,
onsite supervision of the construction yourself. You may build or improve a one -family or two-family
residence or a farm outbuilding. You may also build or improve a commercial building, provided your
costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may
not be built or substantially improved for sale or lease. If you sell or lease a building you have built or
substantially improved yourself within 1 year after the construction is complete, the law will presume that
you built or substantially improved it for sale or lease, which is a violation of this exemption. You may
not hire an unlicensed person to act as your contractor or to supervise people working on your building. It
is your responsibility to make sure that people employed by you have licenses required by state law and
by county or municipal licensing ordinances. You may not delegate the responsibility for supervising
work to a licensed contractor who is not licensed to perform the work being done. Any person working
on your building who is not licensed must work under your direct supervision and must be employed by
you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation
for that employee, all as prescribed by law. Your construction must comply with all applicable laws,
ordinances, building codes, and zoning regulations.
do hereby state that I am qualified and capable of performing the
requested construction involved with the permit application filed.
I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work
allowed by law on the permitted structure.
-.1 • .
RP� Notary public State of Florida
Linda Kay Bain
E Pres 3h4e►on DD4t117
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1
L_ L_ ut_. i i%Ii-
28A
1ST DR
DAVID JON7J60N, CFA. ASA
PROPERTY
19.0 1.0
� +�' ✓ -
' ``.. AV
APPRAISER
z` a
17.0-1 13.0
--fir--
# .' •
SEMINOLE COUNTY FL
1101 E. FIRST ST
SAKFOR0 FL32771-1468
407-665-75
p $ 0
7.0 49.0
1
2006 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 31-19-31-504-0600-0030
Number of Buildings: 1
Owner: HENLEY BRENDA L
Depreciated Bldg Value: $51,865
Mailing Address: 1805 S SUMMERLIN AVE
Depreciated EXFT Value: $0
City,State,ZipCode: SANFORD FL 32771
Land Value (Market): $16,364
Property Address: 1805 SUMMERLIN AVE SANFORD 32771
Land Value Ag: $0
Subdivision Name: BEL -AIR SANFORD
Just/Market Value: $68,229
Tax District: S1-SANFORD
Assessed Value (SOH): $35,376
Exemptions: 00 -HOMESTEAD
Exempt Value: $25,000
Dor: 01 -SINGLE FAMILY
Taxable Value: $10,376
Tax Estimator
SALES
2005 VALUE SUMMARY
Deed Date Book Page Amount Vac/Imp Qualified
Tax Value(without SOH): $599
WARRANTY DEED 07/1985 01652 1490 $35,000 Improved Yes
2005 Tax Bill Amount: $187
QUIT CLAIM DEED 01/1981 01346 1326 $100 Improved No
Save Our Homes (SOH) Savings: $412
WARRANTY DEED 01/1974 01007 1131 $10,000 Improved Yes
2005 Taxable Value: $9,346
DOES NOT INCLUDE NON -AD VALOREM
Find Comparable Sales within this Subdivision
ASSESSMENTS
LAND
LEGAL DESCRIPTION
Land Assess Frontage Depth Land Unit Land
PLATS: Pick...
Method Units Price Value
S 49 FT OF LOT 3 & N 4 FT OF LOT 4 BLK 6
FRONT FOOT & 53 130 .000 325.00 $16,364
& W 1/2 OF VACD ST ADJ ON E BEL -AIR
DEPTH
PB 3 PG 79 & 79A
BUILDING INFORMATION
Bld Num Bld Type Year Blt Fixtures Base SF Gross SF Living SF Ext Wall Bld Value Est. Cost New
1 SINGLE 1954 3 925 1,125 925 SIDING AVG $51,865 $76,837
FAMILY
Appendage / Sgft UTILITY UNFINISHED / 200
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed
Porch Finished,Base Semi Finshed
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad
valorem tax purposes.
*** If you recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value.
http://www. scpafl.orglpls/weblre_web. seminole_county_title?parcel=31193150406000030... 6/9/2006
I'll WINVUW� LAJUM�
WV
VNNVIVIDA 10111.S:2-97
"GEST REPORT
Rendered to:
A" HOTVIE PRODUCTS, IN(%
SERIF-SWINIODEL: 7401744;Orioje
TYI'E; AluminurnSiny
H
.1c ung I
TUN
Sumnmry of Results
�'v A Latin
Test*S necirnen #1
H -k35 47-�L* —
114aLS-P-scimen
-
est Sgeciruen
ON bj�x-
22 11' 1� ni
H -R35* 39 x 90 1 --Ii-P,35*
39.x w
......... Air Inflill-gion
\,':g
WA
00 sf
N
gni flumi Load DeDcclion Test Prc
-ssure
3$.3 Tvsf
i pal
N/A
U Wb mi Structural Load Te
jisf
.3-5.3
. 4 7.2 P,,sf
+ 5.3 psr
-47.2 i)si*
Psf
+il(l psi,
Deglazill
sF
70.8
--.J)-
Pawed
-70-S ps -F
Forcedsans�
Gradc 10
Grade 1 0.
passed
Grade I
RcfcTc1106 should be "'Adc to AT]
descriptiol),li-W dais,
Report Nc,. 01-41977.01
for t0s, specimmi
MH!-I I'll
." PY
# Architrrcturel Ta
s:
f sting
s' ANI rl\ WWRA 10.119. S.297 TIr,T lZl�`P()RT
Rendered to:
A IIOME• PR01>uM-S, l4\1C.
P° 0. Box 370
450 Marlen Sm;ci
t Gratz, J'oltnsylrrriva 17l):Ii-u;?0
t
y Rcpon No: OJ-41977.01
'fest Dates:' #.K,f?U/V2
And: 03!13/02
#: Keporl Datc::0g-29/02
Expiration pate: 08/13j,%
Project Sum>Iv:trw Ajrliitectural '1'cslirl�, lnC. (ATrj was,contilctcd.by iwl! ltolnc
to wiWess performanFe tcstirJg on three $®t7es/�3
Pruclucls, Inc.
a �<<indow•s with nail=fin al tbetr n facility , odel 7 0/7 44 Oriole, aluminum single Buri,
k successfully +net the l)erFornia>Zc� ty n Etizal,ethvillc, 1 cnnsylrania The samples t�stccl
rcgtairomcnic fc�r thv !<�Ilo�vinb ratings: Test Specimeli gl:
N-f:35 47 x b5►: Test $ �t:cimen �
} 11:-R35 39 x 90: Test Speeimeit 93: 1.1-R35* 39 x 91).
Gettcral rVot(.,: a
iJrr crrli�riso { J rrKr/ lu rhe fixerfornrurrce grade indic-cttes l/rar 1/1C Yizv Icsted jar
utrtry+rulPCrjorrrrrrrrcc 1vtrssinaller-rlr.rrrrlreCiurc►tivct�.rest•size orrlre
Pi orlrrc l [type and cluss,
Test S-2 ¢97,eation: the lest specimen ���is cv rltiatetJ i:i accordapcc with A�1Iv1,1: # V
1
1011 . $.?.�)7, 1ruJurrlerr7.:carians far �1lunrrrrrrn:. !' irr .' r . b W DA
Do PIS. P � ) (PI C'1 and !Yodel 6Yrerelul,s caret C:la.sa
'r'"t Shc'cluieu Description.
1
-36 iC01odel: 740,1744 O
riot
Type: Aluminum Single Hung Window with \'ail
Tr_ st Specimen#1: Gatc�v;ry Performance Specimen 1 r-R35 47 s 99
i Overall Size. 3' l 1- l.'S" widu by 7'
G
€ lltteriar Sash Size; 3' 9-M"wide 1S 2'
y 11-1113' lrigh
`
Fixed Daylight Qpanln4, tie:
TS-3/8" ZvidohY 4` 3liio
,'
,4a•een Size; :i' 9-1/S" wiclL by_'' 11-1!?" High
E C lazing Type: Fixed dayliglu opening 119" tempered glass, inleriOr sas}i lib" annealed.
F
'pE
130 Dorq t:oun
York. ?A 17402-9405
phone' 717.754.7: QO
�aX; iii.T54.4129
# wY .-Y,a rc h; C3t,co r7
is € ... ..._
10-2006 09:58
01-41977.01
Pagc 2 ci 6
TCSI Specimen Description: (Continued)
Test S ucirncn t')2; 1-1-R35* :9 \ 9O
U1'erall Siic: Y3- 1;'41' w•idc by 7' 5-1l2" hi_i)
TnlcriorSpsh.Size. 3' 1-7,S" widcby2' 11-11/Iti"Nigh
Cued Duyiigbt ppeitin; Sirc:
Screen Size: 3' 1-5!,3" wide by 2' 11-1/4" high
Clazing'iiype: Fixed daylig)tt opening 1!S" tetnpc�xi glass. interior stash 1/$" a.�ttcalyd_
Test S ecimcn — k1-1;3 j'` 39 s 90
Ov"'all Size: 3' -1'�" «idc by 7 ;-1/2" higit
)ilt(eriur Sash Size: 3' 1-7;r" %vi(ic by T 11-11"W" high
Fixed Daytigbt OpenLtg Size: 3' 1.1/4" wide by 4'4- l,'?" hip
Screen Size: �' l -Si$" Nvidu by i' 1 1-I/4" high
Glazing T -?pe: Fixed daylight opetttna 1/8" annealed glass. interior sash 3,13.2" anncalcd
glass.
rite fn110wi,)g rlectripzinjrs gpply ro all spacigte�ts.
E iuish: The unit Was silver in colo:-.
G1ing l3atails; 71te test specimen utilized 1/2" thick, sealedvlaliug glass and a metal
g irtill,4 a k-L'T, spacer systeni. The lues were ciumnel glazed using ;a flexible wrap-around
glazing r,,askct.
WcOtherstripping:
22y )tit)li
0.170" high by 0,1 37" backed
polypile %-Viih ca)tter Im
0-330" Wgli by (.157" backed
im,'),pilo with critter lin
U-090" high by. o' 187"
backed polvpile
0.270" high 1)y {).131" backed
1�olypile «pith Winter rn
a'16" Yinyl hollow hulbseal
Ouaptily L�,,`
1 Row fixed sash stiles and top rail
1 Row f=ixed sas1t interlock
I Row Interior sash stile
I Row, rnterior sash stile
1 Row Interior sash bottom rad
10-2006 09:t)8
MI Ian I NUUW6 UUUK D
V.JJ LJJ ��•Jv • �
A 1.41 q? -1,0 l
Page 3 of 6
Test SPceiluen Description: W0,11"nued)
Coa
Frarnc were coped.
b The frame mertibcrs �ve�re constnUcied Of extruded aluminum. Thi;
Corners were coped. butted, scaled, Srtd secured utili?.W. two 5l8" si.r4�.s through the,jarnjs
into the sill and Bead scr(nv bosses.
$as" Construction: TlnL sash mernlxrs .Vere cetnsl:tnctcd Of extruded aluminum. The
corners w4Ce coped, butted, scaled. and securcd tttilizin one 5/S" screw• ihroueb tl�e jambs
in(O the rails screw boss.,. -s.
Scree Construction: The screen frame was construcied from roll-formemi
Hardware:re: ,tunt
members with k'cvod coraers. The fiivrglass tucsh secured alu
d with !lex iltic •sglirtc.
Descrittion
lite l.ocatio„
Metal cam lock ? 10" from ends on interior sash
rncotini; rail
Balance assembly .7
One per jamb
blastic file J;uch �
heels of meeting r; -til on interior sash
Mct:►t tilt pin
Ends ofboctom rail on interior sash
Drainage: Sloped sill.
Reinforcemenxt: No reinforcetncnt-u,-.js utilized.
Ills iallnttion: TJlc unit watt ictst:tllid in a ? X 8 ;i? Sprucc-fine-Fir wood buck, 1-518"
r rYwall screw secured the unit to the buck lit 3" from corners nita 10"an Center around
►��1nJ-fin. palyurethanr �va� used un a swmdlant around the exterior perimeter.
Test Rest lts:
The results are tabuluted as rollotss.
Pa WCU-1, Title al'Test;-['��Cbod
= di�t1� Uou,�. l
(city ecimen # : Gate%vay porramlurce SlIcoimcn H -R-35 47 x 89
Operating force 37
_ lbs 30 lbs max.
2.1.2 Air Innfiltra(ion (ASTIvi E M8-1)
Cy: 1.57 psl'(25 171r.11) 0-19 clittlll'
0.3 cfmlrr mfjx,
Nvk,. The tested s rt 1„nNlr nnte�� the per�a nrrurC ° lerrls spNcifeecl i,r : t.'1.�T�,�lVJi'Fi'U 1
10 liT._S2-9i,ior ui;- i,r,•orio,,,
Za—�abb aye �tl
Test Results
P1 WINLIUWJ LYULKJ �n,•� e�� �e,s� -�
0141977•U1
Pugs 4 u f F
(gar-gLimph
T•IIc at`t'est - Tr5 '�!lethod
105T5L'einleJ7 ]: (('t7:illlllilill
2.1.3
�'1'ater Resistance (AtiTNI L 547-(1())
(with and wilhottl screen)
WTI? -• 5.3 p5f Mi leakage
No leakage
ry•1 `t• 1
Uniform Load Deflection (ASTM r 30-97)
(1M`1surentents reported were takers ort the meeting rail)
(;Loads wm, held for 4� sccant3s j
(q-,,24.3 psf(posiiivc) 1.t
e 31.5 psf ('negam+e) 180"0.26"
max.
0.16" max.
*Frreeds L/1,73 for deflecciwi, brie MUC-14.u11 Of er regu,ieineuts.
2 1 4.2
Utiifomi Wild Structural (ASTIM E 330-97)
(McasurcJncnis r.�port(atl were taken Oil die meeting rail)
(Load$ were held for 10
s4conds)
.36.4 ps!' (►o.51 ivc) "
�d3 47.2 psl' (n"C1,utlive} 0.04,E
O:l S" max.
0.0 i
0.15" nor.
2.2.1.62
Dcg)ving Test (ASTM E 987-88)
In operwing dircctiun 1st. 7O lbs
Interior sash meeting rail
IMcriorsasb botium rail
0•SU J]t)0"�o
�,2-<.'
In remaining di7L'Ctlgtl at _i0 )bs
ImeAor sash right stile 0.+.,o
Tntcrior sash left %ilc0-96",112%
>
0.50,7100 /p
0.50 mob."."
2.1.3
1✓orced l"niry Ressislunce (ASI'M F 8-1,5-97)
Typo; A
Grade: 10
Lock ?� U ipulation Test No
entry?V
f
o entry
Tost A I tluu A5 NO C1111ry
No
entry
'fest A7 NO entry
No entry
Lock Manipulation Test NO entry
1\�o erllry
1Tj . jbj I'll W I NVIJdJb W UKS
Nest Results:
iia ;ttRa, 7"t1a ol'T St - Tcs: AfEth
—� RCSBU It�
'rest 5 ecinl u #l; (ContihtlCiJ)
iic>nal Ycrfolrnancc
(icsistancC (AST&
M E -547-0t))
(wi[h slut wilhout screen)
WTN — 6.o pal* No It al;age
4.4.1 t)nitorm I.o;td Dcllck!fion (ASTM L• 3;0-97)
(MMUCIncltts reported Were takCu on the n1epaing rail)
(Louds were held for 33 -seconds)
@ 35.3 psf (positiN,e) 0.8911*'
@ 47.2 Psf (negativv)1v*
0.S3
°`£weeds U1 ?S for deflection, but »,'acts all other J-equiranieurs.
4.4.2 Unifon» Load Structural (ASTM it 337-97)
(Measurernetits rOpor(cd Were taken 011 the meeting iiii1)
(Loads WM heli for 10 sccolids)
Vit; 53.0 p5f (j)Ositivc) 0,17"
ct 70-b psi (Ilugatn'c)
6,18"
Test 5 ccimen is H -R35* 39 x gU
()pzcn+tl 1?cri�.l�;.t
4.4.1 Utriform Load Deflection (ASTM E 3.A-97)
(Meaiurements reported tivcrc taken ()n Ehe mr^eti1 rail)
(Loads were held fpr 47 seconds)
r� 35.3 psf(positijC.) 0.40"*
Ca:47.2 psf(negativv)U.Q5"
*F"ce`ds L/175joi• d flecrion, but ►deers all other regteil-lean
nts.
4.4•2 Unifohn Uxid Slntctvrtl (ASTM E 330-97)
(Measureluents reporred tweet; taken on the ItieeLing rail)
(Luads.were held for 10 seconds)
C: 53.0 psr(positivc) 0.021,
(tri 7D.8 psf (negative) 0.05"
01-+:1977.01
Page' oFG
lowed
No leaka"C
0,26" max.
0.26" max.
0.18" max.
0.1 S'' Inas.
0.21" max.
0.21" Max.
0.13" max.
0.15•, max,
111 W I NUI_IWb UUUKb
ti L41977.01
Page a ero
Test Results: (C`untinued)
` itle 0 c5t - esth d
--- ` e Q— hesullsdoti�,e
Tests ecimen #3; H-Kay*;9x q�7
O tiolidzumtatm
4.4.1 Vnifonn Load Deflection (ASThI E 33:-)-97)
(Mcusurenmus reported ware taken on the nicaling rail)
(Loads were IlCl(I for 42 seconds)
Cq: 35.3 pst'(positivc) (1.3891,4
Cr? 47.2 psf (negative) (1.480'* 0-21 max,
0.21 " max.* xce0ds L/1 iS for �17r.'C'1'V;1, but ntears-Gh' Other r eyrtirepleirts.
x•4.7 Uniform Load Structural (ASTAZ L 330.97)
(lblMsuremenis reported were taken on gle meeting rail)
(Loads .•ere held for 10 seconds)
C 53,0 psf (positive)
ral 70.8 psf (AcgativL.)Q.Is" max.
0-04w 0.1 S" max.
DeUdIcd dra«-inss, reprrsMative samples orthe test specimcu, Inda copy of -this report will be
Mained by AT[ for a phot{ of ('our yeau's. The above. results were secured 4y using the
desigy►ated tall methods and they indacatc compliance with t1ie p"a•fonnanc - requirements of the
above referenced specification. This report dues nat constitute certification of this produCL
which may only be granted by the celliliication program ddMinisirator_ This report ntaj-
reproduced except in full without 3pprn4al of aChitectural Tesiin�. not be
For AROI ITECTURAL TESTING, NC:
Mart: A. Hess
Technicion
Alicn .N. Itccvcs,
Director— E-DOteering Services
2y of&vy.rr 2Q02 -
TOTAL P.14
v
FLORIDA PRODUCT APPROVAL NUMBERS
FOR SERIES 740/3740
To view the appica5oros, go #o Rdc the ProWd Approval iom (abng the left side of screen). Pick Produd search
tab (at the top of the screen). in the Product Mamdm* r drop down boot, fix! and select 8eber8ilt In the AWxakvrA q * box, hype in the
App►SW # (shown below), then pick the search WIDn. Scro1 down and are nformaban is Kted at ttoe bo0om of the screen.
Category: Windows I Subcategory: Single Hung
4ppqoq#
Product Model # or Nature
Model Deadption
663.18
740/3740
Fin Frame
AM, R-36, DP +3531-472
663-17
74013740
Fin Frame
47x89, R-35, DP +35.3 / -472
40129.1
74013748
Fin Frame
52x71, R35, DP +35.31-47.2
663.12
74013740
Fin Frame
---
52x71, R45, DP +451-45
663.16
--
748!3748
Fin t=rams-----�--
52x71, R45, DP +451-472
663.13
740/3740
Fen Frame
I
t
5ac72, R45, DP +451-45
663.11
740/3740
Triple vAh C irwous Heed and S#
106x71, R W DP+31.5! 39.7
663.19
74013740
Flange Frame
4749, R35, DP +35.3 / -42.7
Gam
74013740
Flange Frame - Oriel
47289, R35, DP +35.31-42.7
66115
74013740
Range Frame
52x71, R-45, DP +451-47.2
4@92
174013740
Flange Frame
i
53x72. R-25, DP +259/ -34.7
4(99-3
740/3740
Flange Frame — Oriel
53x72, R-45 DP +451-472
663.14
74013740
Range Frame
53x73, R-45, DP +451- 5 1
Category: Windows I Subcategory: Fixed
i Appfgeq #
Product Yodel # or Name
Model Desai '
67615
74013740
Fin Frame i
59x72, R45, DP +451-47.2
i 67576
740/3740
Fn Frame
71x71, R45, OP +45 ! 47.2
i 67617
740/3T40
Fin Frame
1(38x52, R -41k DP +40 / 40
1676.13
174013740
Flange Frame
59x72, R45, OP +451.47.2
61& 14
74WT40
Mange Frame
71x71, R-35, DP +35.3 / -45.3
676.12
74013740
,Flange Frame
I
t
18943, R40, DP +40140
Maw
HOME PRODUCTS',
MI Home Products, Inc.
650 West Market St.
P.O. Box 370
Gratz, PA 17030-0370
(717) 365-3300
(717) 362-7025 Fax
NAILING FIN INSTALLATION
INSTRUCTION SHEET
• Installation Instructions
01
0
D
F
v
CD
WOOD CONSTRUCT JN INSTALLATION
185
8c 740/744 CONVENTIONAL "NAIL -FIN' * SINGLE HUNG / PW
SIDING
FLASHING BY OTHERS
TRIM/MOULDING -�
BY OTHERS
HEAD. DETAIL
INTERIOR - .
cHFATHING / OlSB
—II
PENET
INTO
'ATION
STUD
NOTE, SIDING AND TRIM ARE SHOWN
FOR REFERENCE ONLY. BRICK,
STUCCO, ETC., NOT SHOWN.
SIZE HEADER AS NEEDED
CAULK VlVM HAMO
lrlll ENTRE pElYl m
WON FASTWOM
1/2' DRYWALL
A':t CLEARANCE
(ALL FOUR SIDES) A
WOOD / MARBLE STOQL
1/2' DRYWALL
B
DOORS AND WIND0VS
.IAMB DETAIL
TRIM/MOULDING
BY OTHERS
SIDING BY OTHERS
7 r SHEATHING
i e
3'-0'
EXAMPLE
1/2' DRYWALL
R,
INSTALLATION FASTENERS i SPACING:
- FASTENER REQUIREMENTS ARE DEPENDANT ON DESIGN PRESSURE -
. # B SHE£TMETAL SEE DOCUMENT TITLED 'M1 HOME PRODUCTS, PRIME ALUMINUM WINDOWS,
OR WOOD SCREW ALLATION INSTRUC
AND RAISED SEAL STAMPEDSBYO
MANUEL MARTINEZ (PEFR NAIL FIN !)DATED #47 82 /20/02
SILL_ DETAIL ..FOR _DESIGN .PRESSURES UP TO :35. (t20 MPH) DO NOT. EXCEED 24' SPACING
�C 'NAIL FINIS A GENERIC TERM WHICH OF FASTENING SCREWS. FOR DP's FROM 35.1 TO 50 (140 MPH),
DO NOT
1�pNS 'MOUNTING FLANGE'. T FLANGE) EXCEED 18'. PLACE 8 CORNER SCREWS WITHIN 3' OF EACH CORNER. s
(NOT TO BE CONtFUSED WITH 1/2 FRONT
• Series 16513000 Single Hung and Fixed Windows
BBi• • Series 740174413740 Single Hung and Fixed Windows
n00a5ANDWMDCMS • Series 168/3168 Horizontal Slider and Fixed Windows
• Series 680 Horizontal Slider and Fixed Windows
NOTE: SEE INDIVIDUAL TEST REPORT(S) FOR DP RATINGS AND MAXIMUM ALLOWABLE SIZES.
INSTALLATION INSTRUCTIONS FOR
"APPROVED FOR FLORIDA" ALUMINUM FIN WINDOWS
BetterBilt Windows & Doors appreciates your recent purchase of a maintenance free prime window, which
will not rust, rot, mildew, or warp. This is a quality product that left our factory in good condition — proper
handling and installation are just as important as good design and workmanship. Please follow these
recommendations to allow this product to complete its function.
1. Handle units one at a time in the closed and locked position and take care not to scratch frame or glass
or to bend the nailing fin. Place a continuous bead of caulk on the back side of nail fin (mounting flange).
2. Set unit plumb and square into opening and make sure that there is 3/16" + 1/16" clearance around the
frame. Fasten unit into opening in the closed and locked position, making sure that fasteners are
screwed in straight in order to avoid twisting or bowing of the frame. Make sure that sill is straight and
level. Check operation of unit frequently as fasteners are set.
3. Use # 8 sheet metal or wood screws with a minimum of 1" penetration into the framing (stud). Place first
screws (two at each comer) 3" from end of fin. For positive and negative DPs (design pressures) up to
35, do not exceed 24" spacing of additional screws. For DPs from 35.1 to 50, do not exceed 18" spacing.
4. Caulk entire perimeter of fin to mounting surface joint and caulk over screw heads.
Note: this step can be eliminated if 6" wide adhesive type flashing is used (sill 1o., jambs 2nd., head 3`d.).
5. Fill voids between frame and construction with loose batten type insulation or non -expanding aerosol
foam specifically formulated for windows and doors to eliminate drafts. The use of expanding aerosol
type insulating foam, which can bow the frame, waives all stated warranties.
6. Remove plaster, mortar, paint, and debris that has collected on the unit and make sure that sash/vent
tracks and interlocks are also clean. Do not use abrasives, solvents, ammonia, vinegar, alkaline, or acid
solutions for clean-up, especially with insulated glass units as their use could cause chemical breakdown
of the glass seal. Take care not to scratch glass; scratches severely weaken glass and it could
eventually break from thermal expansion and contraction. Clean units with water and mild detergent.
- CAUTION -
BetterBilt Windows & Doors or its representatives are unable to control and cannot assume responsibility for the
selection and placement of their products in a building or structure in a manner required by laws, statutes, and/or
building codes. The purchaser is solely responsible for knowledge of and adherence to the same. BetterBilt
window products are not provided with safety glazing unless specifically ordered with such. Many laws and codes
require safety glazing (tempered glass) near doors, bathtubs, and shower enclVpWWptq AJc+wbWPa#Yee1 6 of other
code requirements such as emergency egress and structural / energy iform0ce1t1gV1R FD FOR
-'�fE COMPLIANCE
Corporate Headquarters: P THIS N`At'�p'com
kF
M.I. Home Products 2 C% '� .- - .
650 West Market St. -✓� ;i =
Gratz, PA 17030-0370 2G, 060.3: JUL 01 NOLO
(717) 365-3300
Building. Znnin InS�ie n iv Jax., FL.
` � r. E)carn: er Signature
License -No.