HomeMy WebLinkAbout601 Grovewood Ave (3)Permit # : o (O- )- 4 9
Job Address:-( 'o k
CITY OF SANFORD PERMIT APPLICATION
Date:
Description of Work: Ct J t /� uS c� j Z e-},r�r• S i Z. --L l 4 ®.
Historic District: Zoning: Value of Work: S / G/ cbf.� <006'
e
Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout &Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines T
Plumbing/New Residential: # of Water Closets Plumbing Repair- Residential or Commercial
Occupancy Type: Residential �)C_ Commercial .-Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: �. 0 `J `5--cc)c�)O V rn
(Attach Proof of Ownership &Legal Description)
Owners Name& Address: _6ar,-i - .Llarr<,a'tee-t-- llo4.l'1t2vtn..
Phone: 407 97-1 1 3-1a
Contractor Name-& Address: i c.>- G5a 0,cA,25 _t U \'1 _ C.S -'N A-7 I �
State License Number: 51
. `�K�&Fax�0-`3`6`i-� O�73450
Contact Person: �`���, Pho.ne:
ding Company:
Address -----'-"-
Mortgage Lender:
Address:
ot1L.
Architect/Engineer: Phone:
Address: Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. •I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
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 IN 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.
Acceptan a of it is verification at I will the owner of the property of the re uirem ts of Florida Lien Law FS 713.
Signatur f ner/Agent Date S gnature o Co ctor/Agent Date
Prin dAEnts PGOV
cot's Nacre
—�J �
Signature ofNotary-State of Florida Date Sign re of Notary -State of Florida Date
DEBBIE BLANTON DEBBIE BLANTON
Owner/Ag nt5B�:
rW�"�DD 188491 MY CO c
_ Produ d S: Febru% 5, 2007 Co tra tis % itQ C e r
Discount ssoc.Co. Qr1
ebruary
FL NDtory Disvoun
Y Asso.
APPLICATION APPR Bldg: Zoning: Utilities: FD:
(initta & Dace) (initial & Date) (initial & Date) (initial & Date)
Special Conditions:
�'S, 09
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2
http://www.scpafl.org/pls/web/re_web. seminole_county_title?parcel=10203050500000340... 6/8/2006
DAVID JOHNSON. CrA, ASA
38 -
"-
PROPERTY
°''F�,. 11
.
APPRAISER
�°
1'
k
SEMINOLE COUNTY FL.
14
C i32
t �
a
1101 E. FIRST ST
31
SANFORD,FL32771-1468
164
407-665-75 C
a
2006 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 10-20-30-505-0000-0340
Number of Buildings: 1
Owner: KETCHAM GARY C & MARGARET M
Depreciated Bldg Value: $119,179
Mailing Address: 601 GROVEWOOD AVE
Depreciated EXFT Value: $3,083
City,State,ZipCode: SANFORD FL 32773
Land Value (Market): $26,600
Property Address: 601 GROVEWOOD AVE SANFORD 32773
Land Value Ag: $0
Subdivision Name: GROVEVIEW VILLAGE 1ST ADD REPLAT
Just/Market Value: $148,862
Tax District: S1-SANFORD
Assessed Value (SOH): $81,514
Exemptions: 00 -HOMESTEAD
Exempt Value: $25,000
Dor: 01 -SINGLE FAMILY
Taxable Value: $56,514
Tax Estimator
2005 VALUE SUMMARY
SALES
Tax Value(without SOH): $1,907
Deed Date Book Page Amount Vac/Imp Qualified
2005 Tax Bill Amount: $1,080
WARRANTY DEED 06/1984 01561 1071 $67,400 Improved Yes
Save Our Homes (SOH) Savings: $827
2005 Taxable Value: $54,140
Find Comparable Sales within this Subdivision
DOES NOT INCLUDE NON -AD VALOREM
ASSESSMENTS
LAND
LEGAL DESCRIPTION
Land Assess Frontage Depth Land Unit Land
PLATS: Pick...
Method Units Price Value
LEG LOT 34 GROVEVIEW VILLAGE 1 ST ADD
LOT 0 0 1.000 26,600.00 $26,600
REPLAT PB 26 PGS 4 TO 6
BUILDING INFORMATION
Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New
Num
1 SINGLE
1984 8 678 1,975 1,378 BOCK ONIC $119,179 $130,250
FAMILY
Appendage I Sqft OPEN PORCH FINISHED / 12
Appendage / Sgft GARAGE FINISHED/ 585
Appendage / Sgft UPPER STORY FINISHED / 700
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed
Porch Finished, Base Semi Finshed
EXTRA FEATURE
Description Year Bit Units EXFT Value Est. Cost New
ALUM GLASS PORCH 1987 200 $1,470 $2,800
WOOD PORCH 1987 160 $384 $960
WOOD DECK 1987 240 $480 $1,200
WOOD UTILITY BLDG 1987 200 $480 $1,200
WOOD UTILITY BLDG 1987 112 $269 $672
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 Just/Market value.
http://www.scpafl.org/pls/web/re_web. seminole_county_title?parcel=10203050500000340... 6/8/2006
Permit Number
Parcel Identification Number (Q Z0 3D -60.r,>` 0000 d 31/0';
Prepared by:
6 6 1 `e-� yv", . C)a
Return to: � �.7 -3
NOTICE OF COMMENCEMENT
State of
County of m %�-1 a
MANY()NNE MaR9F-1 CLERK OF CIRCUIT CUURT
%MINUL_I CULINTY
BK 06'86 Pq lb44; Opq)
CLERK'S # 2006096292
RECORDED 06/:14/2006 1.1:36151 AN
RECORDING- FEES 10.00
WCtft'D BY 4 McKinley
CERTIFIED COPY
MARYANNE MORSE
CLERK OF CIRCUIT COURT
EM)NdLE COUNTY. FLORIDA
The undersigned hereby gives notice that improvement(s) will be made to certain real property, and�in ackd9rdPah'L with 4
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
1. Description of property (legal description of the property, and street address if available)
Lvf3el C9rzvxeifleuj i'Ve-,r %ri ZV R6 Z- felLie. 4�U( 67rd1le-vf��
2. General description of improvements) -F�l- 32-%-7-3
3. Owner information
Name L%t rj v �l �fc V J_Xe •i-Gj110L v--\ Telephone Number yd 7
Address Fax Number
-7 -7 3 Interest in Property:
I
4. Fee Simple Title Holder (if other than owner shows above)
Name Telephone Number
Address o f Fax Number
5 Contractor Window World of Central Florid-
Nameelephone Number
ddress 624 Douglas Avenue - Suite 141 Tax Number
6. Surety (if any) Altamonte Springs, FL 327,14
Name Telephone Number
Address _ Fax Number _- -- --- --- -
Amount of bond $
7. Lender (if any
Name Telephone Number
Address Fax Number
8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served
as provided by 713,13(1)(a)7, Florida Statutes..
Name Telephone Number
Address Fax Number
9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as
provided in 713.13(1)(b), Florida Statutes.
Name Telephone Number
Address Fax Number
10. Expiration date of notice of commencement (if expiration date is one year from the date of recording unless
different date is specified):
Lo o Mar-leire-L _/q
Date Sign dSigna r of Owner (Note: p r 713.13(1)(g), "owner
must sign ... and no one els may be permitted to sign in
his or her stead."
Sworn to and subscribed before me this z y day of
OR produced
vvi' li /n
Signature of Notary
23-20 (9/04)
as identification.
, 20 cQ (�' by
who is.Asonall
Sue L. McCracken
Commission # DD537373
Expires April 22, 2010
-� E. ,, Bond ad9EfAL. insurance, Inc. 8003857019
POWER OF ATTORNEY
�
Date: `T (%
I hereby name and appoints rte[ t,�e-
To be my lawful attorney in fact to act for me and apply to the�.jf—C�
BuildingDepartment for �` )#
De P �" t LA -1A permit for work to be performed at a
Location described as:
Section /Q , Township 40 Range 30 , Lot Block
Subdivision
(address of job)
(owner of property and address)
and sign my name and do all thin s necessary to this appointment.
1.0
(Type or print and signature name of Certified Contract
The foregoing instrument was acknowledge before me this (�e /
By
Who is rsonally known to e/who produced
As identification and who did not take oath.
State of Florida, County of
Commission
My Commission Expires:
j .Pv AP& Nolaty Public State of Florida
Joritfifor Burke
1/00 My Ufirflission DD543347
�OF.� Expires 05/27/2010
WINDOW MEASUREMENTS
NAME: � 1..�/-�dl/� # OF STORIES:
MEASURED BY: t,/ (iv DATE:
TYPE OF CONSTRUCTION: TYPE OF WINDOWS: 14La l # OF WINDOWS:
Drawing
c.i Q ? Screwed in: Stucco: Brick: ,
Other:
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WEN -10001
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c.i Q ? Screwed in: Stucco: Brick: ,
Other:
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Architectural Testing
Marsh Fernbaugh, Director of Testing
Alside Window Company
3773 State Road
Cuyahoga Falls, Ohio 44309-1365
July 3, 2003
RE: Masonry Installation of0603 Horizontal. Sliding Window sizes 9'0"wide by 418". tall
and 9'0" wide by 4.'0" tall.
Dear Mr. Fembaugh:
I have performed an installation fastener analysis for your 0603 Horizontal Sliding
Window installed to masonry block walls. The window sizes considered were a 9'0"wide
by 4'8" tall (DP = 25 PSF), and a 9'0" wide by 4'0" tall (DP = 35 PSF). The design wind
pressure for this window was determined by the testing documented in ATI Test Report
01-43163.01.
My analysis assumed using 3/16" diameter Tapson anchors with a minimum embedment
of 1-1/4". To safely resist the design wind pressure, 9 such anchors are required. At
installation, use two anchors -in each jamb: one near the top and bottom corners and five
anchors in the head: one near each comer, one near'each meeting rail, and one at the mid
span.
This installation detail is appropriate for smaller windows of this model subjected to the
same design wind pressure. If you have any questions regarding my analysis, please
contact me.
Sincerely,
ARCHNECTURAL TESTING, INC
J ep .Reed, P.$,.
hector — Engineering Services
JAR jar
cc: 01-43163.01
130 Derry = A,�
York, PA 17402-9405
phone: 717.764.7700 3 Z�3
fax: 717.764.4129
11' Dia. Tapcon Fastener
With Minimum of 1-1/4'
Penetration M to Concrete
Framing (Typical)
(5 totat)
a' Dia. Tapcon Fastener
With Minimum of 1-1/4'
Penetration In to Concrete
Framing (Typical)
l
LL
VA
VithI Minimum of Fastener
Xenetratlon In to Concrete
/ Framing (Typical)
3' From each end
DIA. TAPCON
MIM.
MASGNRY FRAMING
' SHIM (MAX)
NOTES!
1. (2) 3/16' DIA. TAPC13NS PER JAMB 3' FROM
EACH END AND (5) IN THE HEAD , 3' FROM EACH
END, ONE NEAR EACH STILE AND ONE NEAR THE
MIDSPAN (9 TOTAL). SELECT SCREW LENGTH SUCH
THAT A MINIMUM EMBEDMENT OF 1-1/4' IS
ACHIEVED INTO THE MASONRY FRAMING.
2. INSTALL TAPCON ANCHORS ACCORDING TO
TAPCON INSTALLATION INSTRUCTIONS.
3. SEAL THE INTERIOR AND EXTERIOR PERIMETERS
WITH SILICONE CAULKING.
4. MASONRY FRAMING SHOULD BE CONCRETE,
B MASONRY BLOCK, OR LIGHTWEIGHT MASONRY
BLOCK.
A Joseph A. Reed
130 Derry Ct
EXTERIOR ELEVATION York, PA 17402
FL PE #58920
Model 0603
ALLOWABLE DESIGN
WIND LOAD (D.P.)
ATI TEST REPORT #
9'-0' X 4'-8'
+/- 25.0 psf
01-43163.02
9'-0' X 4'-0.'
+/- 35.0 psf
01-43163.02
.7BY-1
atcT NO. PROJECT NAME, 0603 HORIZONTAL SLIDING WINDOW DRAWING v bV& BYl (/ h1LLT
)144093 ASIDE INC. -IlkMASONRY INSTALLATION DRAWING DAS 1 1
122-34 CLIENT. L ArcAltcetunlTestin� 7/1/03
Florida Building Code Online
ii16fiTLIFNT &
W 1
1010 a
Cor m inily
F A'teies
Need Help 7
Application #: FL1100-R1
Date Submitted: 06/15/2005
Code Version: 2004
Product Manufacturer: Alside, Inc., Division of AMI
Address/Phone/email: 3773 State Road
Cuyahoga Falls, OH 44223
(330) 922-2108
Technical Representative: Marsh Fembaugh
Technical Representative Address/Phone/email: 3773 State Road
Cuyahoga Falls, OH 44281
mfernbaugh@alside.com
Category: Windows
Subcategory: Horizontal Slider
Evaluation Method: Certification Mark or Listing
Referenced Standards from the Florida Building Section ANSUAandard DA 1997
ear
Code: 1011S-2
Certification Agency:
Quality Assurance Entity:
Validation Entity:
Authorized Signature:
Evaluation/Test Reports Uploaded:
Installation Documents Uploaded:
American Architectural Manufacturers
Association
Marsh Fembaugh
mfembaugh@alside.com
http://www.floridabuilding.org/pr/pr_detl.asp?IPT=1100&RV=1 &fin=ROSrch 9/7/2005
F
i,.7rSn'?�`p;.
�,�'. MoM,
wi''a ^w�
-,..hxwSi.Si�a.m..n.,�p , ;S`'. xs ...-. �`.. ktP
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.. �'.$��.dx. �4::��:�'•..
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:.:TM:
1
r Overview
Product Search Organization Product
Search Application
User:
Public User - Not Associated with Organization
-
Need Help 7
Application #: FL1100-R1
Date Submitted: 06/15/2005
Code Version: 2004
Product Manufacturer: Alside, Inc., Division of AMI
Address/Phone/email: 3773 State Road
Cuyahoga Falls, OH 44223
(330) 922-2108
Technical Representative: Marsh Fembaugh
Technical Representative Address/Phone/email: 3773 State Road
Cuyahoga Falls, OH 44281
mfernbaugh@alside.com
Category: Windows
Subcategory: Horizontal Slider
Evaluation Method: Certification Mark or Listing
Referenced Standards from the Florida Building Section ANSUAandard DA 1997
ear
Code: 1011S-2
Certification Agency:
Quality Assurance Entity:
Validation Entity:
Authorized Signature:
Evaluation/Test Reports Uploaded:
Installation Documents Uploaded:
American Architectural Manufacturers
Association
Marsh Fembaugh
mfembaugh@alside.com
http://www.floridabuilding.org/pr/pr_detl.asp?IPT=1100&RV=1 &fin=ROSrch 9/7/2005
Florida Building Code Online
Product Approval Method:
Application Status:
Date Validated:
Date Approved:
Date Certified to the 2004 Code:
Page:
Go
Method 1 Option A
Approved
08/05/2005
08/24/2005
Page 1 11
rage ..,. v, .,
pp/Seq
Product Model # or
Model
Limits of Use
#
Name
Description
New
Construction X-0:
0102:72x60 (1/8"
1100.1 0102
2x60 DP35; 1/8"annealed)
DP35
lass
New
0103:108x48 (3/32"
Construction X-0=
nnealed in active and
1100.2
0103
: 108x48 DP25;
1/8" annealed in fixed)
/32" glass (Xs)
DP25
and 1/8" O
Replacement X-
0202:72x48 (1/8"
1100.3
0202
: 72x48 DP35;
annealed) DP35
1/8" glass
Replacement X-
0203:108x48 (1/8"
1100.4
203
-X: 108x48
annealed) DP25
DP25; 1/8 lass
Replacement X-
02A2: 72x48 (3/32"
1100.5
02A2
: 72x48 DP35;
annealed) DP35
/32" glass
Replacement X-
0:72x56 (1/8"
1100.6
02A2
: 72x56 DP30;
annealed) DP30
1 /8" glass
Replacement X-
0402:84x64 (1/8"
1100.7
02
: 84x64 DP25, „
2x56 DP35; 1/8
annealed) DP25, 72x56
(1/8" annealed) DP35
lass
Replacement X-
0403:120x64 (1/8"
CI -X: 120x64annealed)
DP25, 108x56
1100.8
0403
DP25, 108x56
1/8" annealed) DP35,
P35, 108x48
108x48 (1/8" annealed)
P40; 1/8" lass
DP40
Replacement X-
0602:84x68 (1/8"
1100.9
602
:84x68 DP30,
2x56 DP40; 1/8"
iIlass
annealed) DP30, 72x56
(1/8" annealed) DP40
Replacement X-
0603:108x56 (1/8"
1100.10
0603
-X: 108x56
DP25, 108x48
annealed) DP25, 108x48
(1/8" annealed) DP35
DP35; 1/8" lass
Replacement X-
0702:72x60 (1/8"
1100.11
D702
O: 72x60 DP35;
annealed) DP35
1 /8" lass
Replacement X-
0703:108x48 (3/32"
1100.12
0703
-X: 108x48
jannealed in active and
http://www.floridabuilding.org/pr/pr_detl.asp?IPT=1100&RV=1 &fm=ROSrch
9/7/2005
12/10/2004 :1:26 3309222220 ALSIDE ENGINEERINU
A 'R.
Archite'
March 22, 2004
Mair rembaugh, Director of Testing
A! Window COMPRAY
3 tate Road
Cu_, -'3 ga Falls, Ohio 44309-1365
jIsOM Installation of 0501 Double Bung windows.
rspn, mr Fernbaugh:
fastener a . -gyslsr-your 0501 Double Hung Windows
perfonned an installation fas,�. h Cons d . . d were as follows:
'11 cd to masonrY walls. The window&:
Siu DP Test Report_1N
4'4" x 7'011 25 psf,. ATI 05-30388.0
3'8" x 6' 541 407pst ATI 05-30399-01
3'911 x 6' 0" 45 psf ATI 05-30398.01
31 Oil X 6'0" 45 pit ATI 05-30388.01
31 oil X Slott 66 psf, ATI 05-30398.01
4' 4' x 5' V 3 1 5 Of ATI 05-30419.01
4'4" X 5' 1" 45 psf ATI 05-30419-01
-nalysis assumed using 3/16" diameter T&nchors with a minimum embedment
of �
l- 1/4". To safely resist the design wind pressures above, 8 such anchors are required
to f' sten the window to the masonry frame:: ::A -t:. ; installation, use three anchors in each
6" from each corner and one at the mid -height, and two in the head 6" from each
)u have any questions regarding my analysis; :please contact me.
,Silncemly,
APUCHITECTURAL TESTING, INC
pi h
)h ced, P.E.
�/'�iractor — Engineering and Product Testing:
JA,R:jaLr
cc,: 01-50106.01
130 Derry Court:
York, PA 17402-9405
phone: 717.764.7100
fax; 717.764.4129..
WWWArchtest,corn":
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cr
w
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N
W
PK
FA �Wll �,I
.Ar pKIM TAPOW ANC
W* WUN Of t-114'
PQlMTICN KM CONCRM
a (tip)
N
N � ROME. 0501 DOUBLE HUNG WNDOW
122-34 • CLmQ ALSIDE. INC.
Lid..
7ret
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2 WSTALL TAP= A1K71M ACOMMO 10
HAMFACiUMM DWALLAIM WSiRUC MS Joseph A. Rood
3. SM MMMM, AND OMMM PF�1EMM 130 Deity 1L.
UM SL CCK CALUM York. PA 17.402
FL PE #58920
AM REPORT #
FRAL E SQE
ALLOWABLE D.P
05-3038&.O1
52 X 54
125.0 psf
65-3038&01
44 X 77
*40.0 psf
06-3038&01
44 X 60
+-45.0 psf
05-3035&.01
36 X 72.
*45.0 psf
05-3038&.01
36 X 60
*60.0 psi
05-30419.01 •
52 X,61 .
*3:5.0 psi
05--3009.01
52 X 01
*45.0 psi
BY
�4Tj+s
�.,
z
2
MASONRY INSTALLATION * STRUCIONS
fru
DEC -01-2005 17:11 FROM:TECH SERULCES 330 922 53.87 TO:407 389 1402 P.1/1
A.rechitec,tural Testing March 26, 2003
Marsh Fernbaugh, Director of Testing
Alside Window Company
3773 State Road
Cuyahoga Falis, Qliio 44309-1365
RE; Masonry hIstallation of 0201 Double I-iung Window 3' 8" wide by 6' 5" tall.
Dear Mr- Fembau.gh:
I have performed ars installatio sfahanalysis
�ur l11i
ling window
installed to nasotuy block wall,1e windowszco�siderecwas 38w de by b S"
tall. The design wind pressure for this window, as determined by the testing documented
in ATI Test Report 05-30324.05, is +/- 35.0 PSF.
My analysis assumed using 3/16" diameter Tapeon anchors with a minimum embedment
of 1-1/4". To safely resist the design wind pressure,.6 such anchors arc required. At
installation, use three anchors in each jamb: one near the top corner, one at midspan and
one near the bottom corner.
This installation detail is appropriate for smaller windows of this model subjected to the
same design wind pressure, if you have any questions regarding my analysis, please
contact me.
Sincerely,
ARCHITECTURAL TESTING, INC
t�
J seph . Reed, p.E.
irector — Engineering Services
JARjar
cc; 05-30324.05
130 Derry Court
York, PA 17402-9405 ! I
phohe: 717.764.)700 G
fax: 717,764.4179 l
www,archiest.com 3 / 2 43
I
I
Y
LOCATIONS
VANWW JAMB
311V TAPCON FASTENER
MINIMUM 11-111C PENETRATIONIN70 MASONRY FRAMING (TYP.)
HORIZONTAL SECTION
N07M
1. UNLESS HOLES ARE FACTORY DRILLED
INSTALL (3) &_ DtA. TAPCON PER JAMS.
3,7FROM EACH CORNEIR,AND (i) NEAR THE
MIDSPAN ABOVE THE WE:mr.
E'RAL (15 T07ALI
SELECT SCREW LENGTH. SUCH THAT A
MINIMUM PENETRATION OF 1-1/4:- IS ACHIEVED
INTO THE MASONRY FRAMING.
2- INSTALL TAPCON ANCHORS ACCORDING TO
TAPCON INSTALLATION INSTRUCTIONS_3. SEAL INTERIOR AND EXTERIOR PERIMETERS
VATH SILICONE CAUILIONG,
4. -MASONRY FRAMING SHOULD BE CONCRETE.
MASONRY BLOCK, OR LIGHTWEIGHT MASONRYBLOCK.
Mtodd 0201
4"N_*
ATI TEST REPORT
m, x Tr
55.0 psi
05-30324.02
44" x 66*
4&0 psi
-A7
b
Y
LOCATIONS
VANWW JAMB
311V TAPCON FASTENER
MINIMUM 11-111C PENETRATIONIN70 MASONRY FRAMING (TYP.)
HORIZONTAL SECTION
N07M
1. UNLESS HOLES ARE FACTORY DRILLED
INSTALL (3) &_ DtA. TAPCON PER JAMS.
3,7FROM EACH CORNEIR,AND (i) NEAR THE
MIDSPAN ABOVE THE WE:mr.
E'RAL (15 T07ALI
SELECT SCREW LENGTH. SUCH THAT A
MINIMUM PENETRATION OF 1-1/4:- IS ACHIEVED
INTO THE MASONRY FRAMING.
2- INSTALL TAPCON ANCHORS ACCORDING TO
TAPCON INSTALLATION INSTRUCTIONS_3. SEAL INTERIOR AND EXTERIOR PERIMETERS
VATH SILICONE CAUILIONG,
4. -MASONRY FRAMING SHOULD BE CONCRETE.
MASONRY BLOCK, OR LIGHTWEIGHT MASONRYBLOCK.
Mtodd 0201
ALLOWABLE DESIGN*INQ LOAD (D.P.) -
ATI TEST REPORT
m, x Tr
55.0 psi
05-30324.02
44" x 66*
4&0 psi
05-30324.02
W x 77'
MO Pat
05-30324.02
30L0 Psi
t— 05-311324-02
VER-nCAL SEcnON 49* x 76
1311MECT PROJWT NAME MODEL wm wNww INSTALLATION
011-51689
122-34-01 1
ax A_qx INC,
MASONRY INSTALLATION
SHIM (MAX)
FRAMING
'IM
Joseph A. Reed
130 Derry Ct
York. PA 17402
FL PE #58920
Y2 9
2
r
Florida Building Code Online
rj '+it
; fqa n nation Qroduct
User: Public User - Not Associated with Organization -
rage i of s
Application #:
FL1089-R1
Date Submitted:
06/14/2005
Code Version:
2004
Product Manufacturer:
Alside, Inc., Division of AMI
Address/Phone/email:
3773 State Road
Cuyahoga Falls, OH 44223
(330) 922-2108
Technical Representative:
Marsh Fernbaugh
Technical Representative Address/Phone/email:
3773 State Road
Cuyahoga Falls, OH 44281
mfembaugh@alside.com
Category:
Windows
Subcategory:
Double Hung
Evaluation Method:
Certification Mark or Listing
Referenced Standards from the Florida Building
Section Standard Year
Code:
ANSI/AAMA/NWDA 1997
1011S-2
Certification Agency:
American Architectural Manufacturers
Association
Quality Assurance Entity:
Validation Entity:
Authorized Signature:
Marsh Fernbaugh
mfembaugh@alside.com
Evaluation/Test Reports Uploaded:
Installation Documents Uploaded:
http://www.floridabuilding.org/pr/pr_detl.asp?IPT=1089&RV=1 &fin=ROSrch
12/12/2005
Florida Building Code Online
Product Approval Method:
Application Status:
Date Validated:
Date Approved:
Date Certified to the 2004 Code:
Page:
Go
Method 1 Option A
Approved
08/05/2005
08/24/2005
Page I I 1
rags Z vi
pp/Seq
Product Model # or
Model
. Limits of Use
##
Name
Description
Replacement:
0201:48x78 (1/8"
8x78 DP30,annealed)
DP30, 44x77
x77 DP35,
(1/8" annealed) DP35,
1089.1
0201
x60 DP45,
44x6O (1/8" annealed)
r6x72 DP55; 1/8"
DP45, 36x72 (1/8"
lassannealed)
DP55
New
0301:48x77 (3/32"
Construction:
annealed) DP25, 44x77
8x77 DP25,
(3/32" annealed) DP30,
1089.2
0301
4x77 DP30,
4x60 (3/32" annealed)
4x60 DP35,„
DP35, 36x72 (3/32"
36x72 DP50; 3/32
annealed) DP50
lass
Replacement:
0401:48x78 DP25 (1/8"
8x78 131325,annealed),
44x77 (1/8"
4x77 DP30,annealed)
DP30, 44x60
1089.3
0401
4x60 DP40,
(1/8" annealed)DP40,
6x72 DP35; 1/8"
36x72 (1/8" annealed)
lass
DP35
Replacement:
0501:52x84 (1/8"
52x84 DP25,annealed)
DP25, 44x77
x77 DP40,
(1/8" annealed) DP40,
1089.4
0501
44x6O DP45,
44x6O (1/8" annealed)
6x72 DP45,
DP45, 36x72 (1/8"
6x60 DP60; 1/8"annealed)
DP45, 36x60
lass
1/8".annealed DP60
Replacement:
52x61 DP35; 1/8"
0501:52x61 "C" package
1089.5
0501
glass,3 cam
(1/8" annealed) DP35
locks/keepers, DP
tilt latch wT'H Key"
Replacement:
x77 D1330,
8001:44x77 DP30,44x60
1089.6
8001
44x60 DP40,
DP40,36x72 DP40
36x72 DP40; 3/32"
lass
Replacement:
x77 DP35,
9001:44x77 DP35,44x60
1089.7
9001
4x60 DP50,
36x72 DP50,
DP50,36x72 DP50,36x60
6x60 DP65; 3/32"
DP65
lass
Next
http://www.floridabuilding.org/pr/pr_detl.asp?IPT=1089&RV=1&f n=ROSrch 12/12/2005