HomeMy WebLinkAbout130 Sanora Blvd 05-341 Window replacementNov 02 04 08:19a Pity of Sanford Building 407 328 3859 P.1
g
Z. / CITY OF SANFORD PERMIT APPLICATION
Permit # ; 11
Date
Job Address:
Description of Worke'-
Historic District: Zoning: Value of Work: S D
Permit Type: Building _f_
1
Electrical Mechanical Plumbing Fire Spririlder/Alarm Pool
Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required)
Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial
Occupancy Type: Residential 2_ Commercial Industrial Total Square Footage:
Construction Type: # of Stories: of Dwelling Units: Flood Zone: (1 EMA form required far other than X)
Parcel #:
C_-3
Attach Proof of Ownership & Legal Description)
Owners Name & Address: I 1 r 'F fit lj
Phone:
Conti for Name & Address: 1 y ,C 0 ey j
State License Number:
Phone&Fax: 107 7CdO i '%7$ /
v"n Phone:
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer:' - pOne`
Address: —
ax:
Application is hereby made to obtain a permit to do the work and installRios as i di ed. I e ' t t o worl or ms[allation has commenced prior io the
PF&
issuance of a permit and ehafall work will be performed to meetgrander ws r i c ct on in this Iupsdction. I understand the[ aseparatepermitmustbesecuredforELECTRICALti1VORK, PLUMBING, SIGN1 OL ; NA BOILLRSJIEATERS, TANKS, andAIRCONDITIONERS, etc.
OWNER'S AFFIDAVIT: t certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT.
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 ofthiscounty, and there maybe additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptrance
of permit is verification that [ wil oo i er o e property of the requffemLof ridaLien Law, FS 711 J S-
ignature
ofOwner/Agent ate n Signature
of'
Coonnttrr acctorAgent n Date
rin
w /
Agent's Name t L' I
n t
Contractor/Agent's C Sr rc
of Notary State of Florida Date - OSPR w
P BCi FLORENCE A. DE GRAVE MY COMMISSION #
DD 164280 Ownett \Q
q ,/-- t '•Pro@6
d I 'r'n 117r 3 Ci c7 ( V APPLICATION APPROVED
BY: Bldg: Zoning: _ Initial & Date)
Special Conditions:
it r
trrvota 16426Cats 8
Date
M
GOMMI Ifb0EXPIRES, November 12,
2006 A' 0211,1BondedihruBudgetNotaryServicestrcrfor/Agcnt
is Personals Produced lD Initial &
Date) Utilities:
FD: Initial &
Date) (initial &
Date) G
Companies Inc.
8529 South Park Cr.
Suite 430
Orlando, Florida 32819
Bus. 407/370-2872
Fax. 407/352-6309
Limited Power of Attorney
Date: / d /
To: Building Department
From: Rebeca Alicia Banuelos-Bernard
I hereby name and appoint Bill Tucker of Lowe's Home Centers, Inc. to b"y lawful /
s
attorney in fact to act for me and apply to 7 CJ / for a G-
permit for work to be performed at a location described as:
3,) 723
ddress Job) ,
Owner of Property)
And to sign my name and do all things necessary to this appointment.
Thank you for your assistance.
Sincerely,
rAlicia nuelos- ernard
nal Installed Sales Manager
Primary State Qualifier CRC 057468
r
Sworn to and subscribed bef re a this day o2003. No.
public My
commission expires Y
W", Rebecca Velez MYCOMMISSION#
DD176963 EXPIRES January
12, 2007 of°
p'` BONDED THRU TROY FAIN INSURANCE, INC
Seminole County Property Appraiser Get Information by Parcel Number Page I of 2
PARCEL DETAILF f Back
Z
X
2005 WORKING VALUE SUMMARY
GENERAL Value Method: Market
Parcel Id: 07-20-31-505-OE00-0040 Tax District: S11-SANFORD Number of Buildings: 1
Owner: SANTORELLI YOLANDA JExemptions: 00- Depreciated Bldg Value: $79,807
CARMINE HOMESTEAD Depreciated EXFT Value: $2,504
Address: 130 SANORA BLVD Land Value (Market): $14,000
City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0
Property Address: 130 SANORA BLVD SANFORD 32771 Just/Market Value: $96,311
Subdivision Name: SANORA UNITS 1 + 2 REPLAT Assessed Value (SOH): $85,190
Dor: 01-SINGLE FAMILY Exempt Value: $25,000
Taxable Value: S60,190
SALES
Deed Date Book Page Amount Vaclimp 2004 VALUE SUMMARY
WARRANTY DEED09/2004 05470 1751 $149,400 Improved Tax Value(without SOH): $1,476
WARRANTY DEED04/1999 03647 1445 $84,900 Improved 2004 Tax Bill Amount: $1,201
QUIT CLAIM DEED02/1989 02041 1928 $100 Improved Save Our Homes (SOH) Savings: $275
QUIT CLAIM DEED02/1989 02041 1927 $100 Improved 2004 Taxable Value: $58,602
WARRANTY DEED04/1986 01724 1839 $67,000 Improved DOES NOT INCLUDE NON -AD VALOREM
WARRANTY DEED01/1975 01068 1897 $40,300 Improved ASSESSMENTc
Find Comparable Sales within this Subdivision
LAND LEGAL DESCRIPTION PLAT
Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG W 32 FT OF LOT 4 + E 24 FT OF LOT 5 BILK E
SANORA UNITS 1 + 2 REPLAT
LOT 0 0 1.000 14,000.00 $14,000
1
PB17PGll
BUILDING INFORMATION
Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New
1 SINGLE FAMILY 1972 6 1,768 2,516 1,768 CB/STUCCO FINISH $79,807 $93,615
Appendage / Sqft UTILITY FINISHED / 90
Appendage / Sqft GARAGE FINISHED / 299
Appendage I Sqft SCREEN PORCH FINISHED/ 60
Appendage / Sqft GARAGE FINISHED / 299
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
ALUM SCREEN PORCH W/CONC FIJ979 152 $517 $1,292
STUCCO WALL 1979 1,242 $1,987 $4,968
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax
purposes. 71Ifyourecentlypurchasedahomesteadedpropertyyournextyear's property tax will be based on Just/Market value.
re—web.seminole_county_tltle?parcel=072031505OE000040&cpad=sanora&cpad—num=13011/2/2004
THIS INS T MENT PREPARED -BY: 7
IJim 11ill iiail GaulH915WIli"ita1U*IIIIauntU., NAME C / - 26 '
j MARYANNE MORSE9 CLERK OF CIRCUIT COURT SEMINOLE COUNTY ADDR.
Big c
5502 PG (:'2137 4 Permit No.
4--
Tax Parcel Rig" S # 2004169354
11;Q 04
12146403 Pq RECORDING FEES 10o-00— — ------
NOTICE OF COMMENV M"
f 0' Kelley State of Florida County
of Volusia The
UNDERSIGNED hereby gives
notice that improvement will be made to certain real property, with Chapter 713, FlorioStatutes, the following information is in this Notice rdance-1. provided of
Commencem
nth.
Description of Property: 1
o-7- d v" C 3lY i
J/
a G e e"'.0 i Q Legal description ojth0 property,
and f f' ,4iYoiP/ l//
Tdj i. f f
street address
available.)
2.
Generai description of
improvement: Ian• 3. Owner information.
a.
Name and'addres$
b. Interest in property
6A Z c. Name and addresi
of fee Min titleholder 4. Contractor S `r
0 name d addresai o
Ci r a.
Phone number-: 5.
Surety name au
a. Phone number_ b.
Amount of bond
6. Leader name'ar
a. Phone number_ 7.
Persons with th
documents. may be; a.
Name and addres
b. Phone number 8.
In addition to
hi to: receive a copy
of a. Phone number 9•
EViration date recording
unless a d'
Signature of Owner Print
name of Owne
STATE OF FLORIDA, j
r ed and
subq=a , i7946' address lirrAln Fax
number —
Ile
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address A/ A pORdFaxnumber == IState
of
Florida desi
ted Sna by Owner uponwhom notici sior o Ived as pry/AbySimon713.13(lxa)7., Florida Statutes: Fax number If, Owner
designates— AJA
of Lienor's Notice as
provided in Section 713.13(1)(b), Florida Statutes. Fax number fotice ofCommencement (the
expiration date is one year from the date of ent date is snecifiMll/y ir/iYG
Y OFmethis
n who
is Denelly
i<.,,.,., , v V of Q--,
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rD/ie 20_ or who has produced
MY Comm I Il
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STRUCTURAL VERTICAL MULLION - FLANGE
tf/ 1. Run a bead of caulk in both mullion 320 FLGgroovesasshowntosealframejambs.
stop 2. Place dwindowsanmullions together' os shown below, snap cover into accessory grooves. Note:
Make sure the snap hooks on both ends of vinyl mull cover are notched back 1/4" to clear corner welds on window frame. StOp &
Using the pre —punched installation holes in window jambs as o drill guide. drill 1/8" holes into mullions. Step
4. Attach windows to mullion using # 8 x 2 1/2"" sheet metal screws (not Included) through drilled bottom holes as shown
below and # 8 x 1 1/2" screws in drilled top holes. To avoid jamb distortion. do not overtighten screws. t19p &
Caulk any voids to prevent any leakage, Stop &
Before lifting into rough opening. drill two holes in each clip and insert Into each end of mull oa shown below with
tab pointing to inside. Fasten each clip tab to construction with two #10 x 1 1/2" screws for structural Integrity. 5798
MULL 8
x 2 1/2" sheet
metal screws -i ATI
8
x 1 1 /2" sheet
metal screws 1/
8" Drive Holes (drilled) 1 /
B I
rjr Caulk (2 places) Exter
Pre -
Punched Jumb
Holes 1
1 /4" ---1 "- Snap cover #V-692 1
3/
16" Clearance Holes Field
Drilled) . SEE
NOTCHING NOTE ABOVE.!I
STRUCTURAL
VERTICAL MULLION - FLANGE tf/
1. Run a bead of caulk in both mullion 320 FLG groovesasshowntosealframejambs. stop
2. Place d windowsanmullionstogether' os shown below, snap cover into accessory grooves. Note: Make
sure the snap hooks on both ends of vinyl mull cover are notched back 1/4" to clear corner welds on window frame. StOp & Using
the pre —punched installation holes in window jambs as o drill guide. drill 1/8" holes into mullions. Step 4.
Attach windows to mullion using # 8 x 2 1/2"" sheet metal screws (not Included) through drilled bottom holes as shown below
and # 8 x 1 1/2" screws in drilled top holes. To avoid jamb distortion. do not overtighten screws. t19p & Caulk
any voids to prevent any leakage, Stop & Before
lifting into rough opening. drill two holes in each clip and insert Into each end of mull oa shown below with tab
pointing to inside. Fasten each clip tab to construction with two #10 x 1 1/2" screws for structural Integrity. 5798 MULL
8 x
2 1/2" sheet metal
screws -i ATI 8
x
1 1 /2" sheet metal
screws 1/8"
Drive Holes (drilled) 1 /B
I rjr
Caulk (2 places) Exter Pre -
Punched
Jumb Holes
1 1 /
4" ---1 "- Snap cover #V-692 1 3/
16"
Clearance Holes Field Drilled) .
SEE NOTCHING
NOTE ABOVE.!I
AL
Architectural Testing
TEST REPORT
Rendered to
Ml HOME PRODUCTS, INC.
P.O. Box 370
650 West Market Street
Gratz, Pennsylvania 17030-0370
Report No: 01-41047.03
Test Date: 02/22/02
And: 06/14/02
Report Date: 07/17/02
Expiration Date: 02/22/06
Project Summary: Arcbitectural Testing, Inc. (ATI) was contracted by MI Home.Products, Inc.
to witness performance testing on two Series/Model 910/3910; PVC sliding glass doors at W
Home Products, Inc.'s test facility in Elizabethville, Pennsylvania. The samples. tested
successfully met the performance requirements for the following ratings: Test Specimen #1:
SGD-R30 72 x 80; Test Specimen #2: SGD-R35 60 x 80.
Test. Specification: The test specimen was evaluated in accordance with. A
101/LS.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass
Doors. "
Test Specimen Description:
Series/Model: 910/3910
Type: PVC Sliding Glass Door (XO)
Test Specimen 01: Gateway Performance Specimen SGD-R30 72 x 80
Overall Size: 5' 11-1/2" wide by 6' 7-1/2" high
Interior Panel Size: T 0-3/4" wide by 6' 5-1/4" high
Fixed Daylight Opening Size: 2' 8" wide by 60-1/4" high Screen
Size: 3' 0-7/8" wide by 65-3/4" high 130 Derry
Court York, PA
17402-9405 phone: 717.
764.7700 fax: 717.
764.4129 www.archtest
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ISTAT2,
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Title
AAMA Rating
Uniform Load Deflection Test Pressure
Operating Force
Air Infiltration
Water Resistance Test Pressure
Uniform Structural Load Test Pressure
De in
Forced En Resistance
Summ of Results
Test Specimen #1 Test S ecimen #2
SGD-R30 72 x 80 SGD-R35 60 x 80
32.8 psf
41.2 Psf _
35.3 psf
47-2 psf
16.1 max. NIA
0.14 cfm/fV NIA
5.25 psf NIA
49.2 psf
61.8 sf
53.0 psf
70.8psf-. ,s
Passed
Grade 10`;,%•";
Reference should be made to ATI Report No. 01-41047.03 for co :test s paimen ' description and data. __ + •
1 A.T
y
i
Z twL/ zOpZ.. •r rril`
i
01-41047.03
Page 2 of 6
Test Specimen Description: (Continued)
Test Specimen #2: SGD-R35 60 x 84
Overall Size: N 11-5/8" wide by 6' 7-1/2" high
Interior Panel Size: 2' 6-11/16" wide by 65-1/8" high Fixed
Daylight Opening Size: 2' 24/8" wide by 60-3/8" high Screen Size:
2' 7" wide by 65-7/8" high The following descriptions
apply to all specimens. Finish: All PVC
was white. Glazing Details The
test specimens utilized 3/4 thick sealed insulating glass constructed from two sheets
of 1/8" thick tempered glass and a metal reinforced butyl spacer system. The fixed panel
was exterior glazed and the active panel was interior glazed onto double - sided adhesive foam
tape and secured with PVC snap -in glazing beads. Weatherstripping: Description Quantity
Location
0.270" high
by 0.187" 1 Row Perimeter of intermediate leg and ' backed polypile withmeetingrailrenter0.250"
high
by 0.187" 1 Row Active panel meeting rail backed polypile withcenterfin7/
8" long
vinyl flap 1 Row Screen stile with kerf-mount
Frame Construction: The
frames were constructed of extruded vinyl with mitered and welded comers. Thefixedliteutilizedasnap -in meeting rail, head and sill. A snap. -in aluminum wheel trackwasinstalledintotheintenorsill. track Panel- Construction: The
panels were constructed of extruded vinyl with mitered and welded comers. ScreenConstruction: The
screens were constructed of roll -formed aluminum with keyed F and staked
comers.
The fiberglass mesh was secured with a flexible spline. i P•• . T •°
v R9t Mmill
zx
uLy ?
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r _. _ ..
01-41047.03
Page 3 of 6
Test Specimen Description: (Continued)
Hardware:
Description Quantity Location
Adjustable metal 2 roller 2 4" from each end of active panel
wheel assembly
Metal latch assembly 1 Midspan of active panel stile with .
with keeper keepers aligned on the fixed lock
stile
Pull handle 2 One on exterior and one on interior
lock stile of.interior panel
Plastic roller wheel 2 5-1/2" from ends of bottom rail
with metal housing
Latch assembly with handle 1 Midspan of screen on lock stile
Drainage:
Description Quantity Location
8" high by 1" long weepslot 4 1-1/2" from jambs and 16" from
jambs draining exterior sill hollow
to sill face
18" high by 1/2" long weepslot 4 1-1/2" from jambs and 16" from
jambs, draining sill tracks into
sill hollow
18" high by 3/4" long weepslot 2 2-1/2" from stiles draining glazing
channel
1/8" high by 1" long weepslot 4 1-1/2" and 16" from jambs, draining
interior sill hollow to exterior
sill hollow
Reinforcement: A 1" x 1" square shaped steel tube reinforcement was utilized in the
interior and exterior meeting rail.
Installation: The unit was installed in the 2 x 12 #2 Spruce -Fine -Fir wood test buck
utilizing 1-5/8" drywall screws around nailing fin perimeter spaced 10" on center.
Polyurethane was used around the exterior perimeter. L111t if_1t1 11
ti •gee•.•••.'• [
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Ei V
a .
4
zz y Zooms >>1t,;,
a .,,,,• :_:
I
0141047.03
Page 4 of 6
Test Results.
The results are tabulated as follows:
P Title of Test - Test Method Results Allowed
Test Specimen #1: Gateway Performance Specimen SGD-R30 72 x 80
2.2.19.5. Operating Force 10 Ibs 20 Is max.
2.2.19.5. Breakaway Force
Open 16 Ibs
Close 14 IN
30 lbs max.
30 Is max,
Air Infiltration (ASTM E 283)
a3 1.57 psf (25 mph) 0.14 cWj? 0.3 chA max.
Note #1: The tested specimen meets the performance levels specified in AAMA%NWW101/LS. 2-9 7forair infiltration. 4 Water
Resistance (ASTM E 547-96) with
and without screen) WTP =
4.50 psf No.leakage No leakage 2.
1.4.1 Uniform Load Deflection (ASTM E 330-97) Measurements
reported were taken on the meeting rail) Loadswereheldfor33seconds) @
32.3 psf (positive) 0.81 "* @
30.0 psf (negative) 0.651?* 0.
41" max. 0.
41" max. Exceed
L11 75for deflection, but meets all other'test requirements. 2.1.
4.2 Uniform Load Structural (ASTM E 330-97) Measurements reported
were taken on the meeting rail) Loads wereheldfor10seconds) @ 48.
4 psf (positive) 0.0TI @ 45.
0 psf (negative) 0.07" 0.29"
max. 0.29"
max. 2.2.
19.5.2 Deglazing Test (ASTM E 987-88) In operating
direction at 70 IN Locking stile
0.12"/25% Meeting stile
0.12"/25% 0.50"/
100% 0.50"
1100% In remaining
direction at 501bs t", i , Top rail
0.06"/12% Pl`a,r Bottom
rail0.06"/12% n ,• , t ! 2.
1.
7 Welded Comer Test Meets as stated 4 Viets
as
st4ed Z ifj1,
y Z o o Zi't lfaf+lt t,
i
01-41047.03
Page 6 of 6
Detailed drawings, representative samples of the test specimen, and a copy of this report will be
retained by ATI for a period of four years. The above results were secured by using the
designated test methods and they indicate compliance with the performance requirements of the
above referenced specification. This report does not constitute certification of this product, which may only be granted by the certification program administrator. This report may not bereproducedexceptinfullwithoutapprovalofArchitecturalTesting.
For ARCHITECTURAL TESTING, INC:
Mark A. Hess Allen N. Reeves, P.E.
Technician Director - Engineering Services
MAH:baw
2 z y zoo Z
0141047.03
Vry •
73
O STASTATETE Cr •tom,
JJJ fi•Ii L `
a +`
3- NCTLr210-2065-1
OPTIONAL PERFORMANCE
4.3 * Water Resistance - (5.0 GPH/FT )
WTP = 515 psf No Entry I No Entry
Note: At this point in testing an additional sill riser was attached to the existing main sill's interior vertical leg.
The .following results were obtained:
4.3 * Water Resistance - (5.0 GPHTr)
WTP - 6.00 psf No Entry No Entry
4.4.2 Uniform Structural Load
52.5 psf exterior 0.379" 0381"
52.5 psf interior 0.380" 0381"
TEST COMPLETED: 07-15-99
Test performed with and without insect sc n=.
Note: In addition, Better Bilt Aluminum Products' Series "430" and "440" also receive an SOD-C35 rating .
being identical in panel construction and interior sill heights.
This test specimen meets the performance criteria level of SGD-C35 of the A/l Ol/I.S. 2-97
specification.
Detailed drawings were available for laboratory records and compared_ to the test specimen at the time of this
report. A copy of this report along with representative sections of the test specimen will be retained by NCTL for
a period of four (4) years. The results obtained apply only to the specimen tested
i
0
N NAL C16R D TESTING
y.` ABORATO , INC.
n .
MI L E. LANE
o D' ' Manager
By 07mms
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0140030.05
s
Page 2 of 5
Test Specimen Description: (Continued)
Weatherstripping:
Description 0uantita Location
0.250" high by 0.187" Row Interior meeting rail and stiles
wide backed polypile
with center fin
0.310" high by 0.187" Row Stiles
wide backed polypile
with center fin
0.270" high by 0.187" 1 Row Interior vertical sill leg
wide backed polypile
with center fin
5116" custom single -leaf 1 Row Bottom rail
bulb -vinyl
3/16" custom bulb -vinyl Row Meeting -rail s
Frame Construction: All frame members were constructed of extruded vinyl with mitered
andwelded comers. End caps were utilized on the ends of the meeting rail and secured with
two 1-1/4" screws per.cap. Meeting rail was: then secured to the frame utilizing two 1-1/4"
screws:
Sash Construction: All sash members were constructedof extruded vinyl with mitered and welded
corners. Screen
Construction: The screen frame ' was constructed from roll -formed aluminum, members
with keyed corners. The fiberglass mesh was secured with a flexible spline. Hardware:
Description
Quantity Location, i r
Metal
sweep lock with keeper 2 7" from stiles on interior meeting rail Spring
loaded coil balance 2 One per jamb Metal
tilt latch 2 Each end top rail Metal
tilt latch pin 2 Each end bottom rail Screen
spring -loaded 2 6-3/4" from rails on stile retainer
pin z
X A1r4.4 c j T da Z r 6 ° ` 4 `.. tt
1,t
301-40030.05'
Page 3 of 5
Tes# Specimen Description:: (Continued)
Drainage,
Description Quanti Location
3/.16" wide by 1/2" long 4 1" from stiles under glazing
1/16" wide by 1/2" long 8 Two 2-1/2" from stiles, bottom rail
Reinforcement: A customized steel reinforcement was utilized in the interior and exterior
meeting rails. An "H" shaped steel reinforcement was utilized in all active': sash stiles. '
Installation: The test specimen was installed into the #2 Spruce -Pine -Fir wood buck with
1 ".- galvanized roofing nails through the nail fin every, 9" on center. Polyurethane was used as
a sealant under the nail fin and around the exterior perimeter
Test Results:
The results are tabulated as follows.
Paragraph Title of Test - Test Method Results Allowed
2.2.1.6.1 Operatmg Force., 26 lbs 30 lbs max.
Air Infiltration per ASTM E 283 (See Note #1)
@ 1.57 psf (25 inph) 0.12 cfinR 6.3 cfmm ft'max
Note-- V. The tested specimen meets (or exceeds) the performance levels specified in
AAAL41NWWDA IOIAS 2-97for- air infiltration.
Water Resistance per ASTM E547-96 with
and without screen) WTP ='
6.00 psf No leakage No leakage 2.
1.4 Uniform. Load Deflection per ASTM E 330-97 Indicators
located on the meeting rail) Loads
held for 52 seconds) @
40.0 psf (positive) *0.3$" 0.27" max @
40.0 psf (negative) *0.31" 0.27" max ' Exceeds
L/175 but passes all other test requirements. 2.
1.4.2 Uniform Load Structural per ASTM E 330-97 Indicators
located on the meeting rail) Loads
held for ten seconds) @
60.0 psf (positive) 0.16" 0.19" may @
60;0 psf (negative) 0.17" 1
a N1ARC,
41
200Z
fs ra*till t
t``
t,`
lrtNtia9'
Test Results: (Continued)
Paragraph Title of Test - Test Method Results Allowed
2:2.1.6.2 Deglazing Test per ASTM E'997
In operating direction at 70 lbs
Top rail 0.06"/12.5% 0.50"/10060
Bottom rail 0.06 712.5% 0.50"/100%0
In remaining direction at 50 lbs
Right stile, 0.03"/6.25% 0.50"/100%
Left stile 0.03"/6.25% 0.50"1100%
Welded Comer Test 4 comers only, All comers;
tested and passed not entire weld
Forced Entry Resistance per ASTM F 588-97
Type: A
Grade: 10
Lock Manipulation Test No entry. No entry
Test A 1 thru AS No entry No entry
Test A7 No entry No entry
Lock Manipulation Test No entry No entry
I
Ootional Performance
e
Uniform Load Deflection per ASTM E 330-97 e
Indicators located on the meeting rail)
Loads held for 33 seconds)
@ 47.0psf (positive) *0.67" 0.27" max
@ 47.0psf (negative) *0.52" 0.27" max.
Exceeds i1175 but passes all other test requirements
4.4.2 Uniform Load Structural per ASTM E 330-97
Indicators located on the meeting rail)
Loads held for 10 seconds)
@,70.5 psf(positive) 0.16" 0.19";.,,,tits.=, <<;
@ 70.5 psf (negative) 0.18" 0.19" 14
Cam` t./ •• {.77 fA ,: . , ;
Title of Test Results
Rating H-R40 48'x 78
Overall Design Pressure = 40 " sf
era — Force 26 lb max.
Air infiltration 0.12 cfiffi
Water Resistance 6.00 sf
Structural Test Pressure 70.5 psf
DegJazin9 Passed
Forced En Resistance Grade 10
Reference should be made to Report No. 01-40030.05 for complete test specimen description. anddata.
For ARCHITECTURAL TESTING! INC: f
D t
Mark A. Hess, Technician
n¢1 : * --- ,.
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1. Shim as required. at each installation anchor as shown.
D
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2. Anchor must be of a. length to have 1 1/4' penetratlan
Into masonry or concrete. A A
8: Caulk between window (longs and buck.
T'ap01 4, Caulk NO perimeter of window.
Cavlh Babaeale h 5. If exact window size in not "given, use anchor q%icoUty for
a D
d wr,w„y epabtie next larger window in chart.
e 6. Glass thickness will very with window size and design load. B D
7. Letter designotlens an the tapeoe location chart indicate where
v v tr v/ood Bee\ by moreanchors are to be Installed using the elevation as a key.
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WINDOW ID FAS1NER LOCATIONS Op$
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36 a25 A4c C A&C 23
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36 a 55 1/4 A B C A& C 25
36ae2 A4tC ABC 26
34x71 1/4 AAcC A,5aC 32
521/6a25 A A C A & C 33
52 1/a x 37 3/8 A A C A d C 34
52 1 /8 a 49 5i/9 A k C A, P. C 345
52 1/8 x 55 1/4 35
52 1/8 s tit A i< C A. 9. C 36
52 1/6 s 71 1/4 A k C A. B. C. D