HomeMy WebLinkAbout174 Pine Crest DrRECEIVED
+(,,�J
O _ ^ /� CITY OF SANFORD PERMIT APPLICATION AUG 0 2 2009
Permit # : (�/j Date:
Job Address: 174 P1 tie e U.91- 6 2
Description of Work:
Historic District:
Zoning:
Value of Work: $'
Permit Type: Building Electrical fO"" 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
Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial _
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories:
# of Dwelling Units:
Flood Zone:
(FEMA form required for other,! ban X)
Parcel #:
(Attach Proof of Ownership
& Legal Description)
Owners Name & Address:
Phone:
Contractor Name & Address:
T
State License Number:
J �
`101
Phone & Fax: -{ O `/ 3 ZO 1 14 /�
Contact Person:
10 Y�. P� I1YL
Phone: Lk -1 U Z{S3
Bonding Company:
Address:
Mortgage Lender:pA(L.
Address:
Architect/Engineer:
Address
Phone:
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: I 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.
AccepCa.0 of ger verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
..
Z
Sig e of Owner/Agent Dat Signature of Contractor/Agent
6
Print �er/ nt's Print Contractor/Agent's Name
Signature of_Notary-State o Elorida -- - - Date Signature of Notary -State of Florida
Date
Date
0 der/Agent'i a° P' Ta1Iywzndwlia' ` for ` Contractor/Agent is — Personally Known to Me or
Produced ID� �� Produced ID
—
APPLICATION APPROVED BY: Bldg: Zoning: Utilities:
(Initial & Date) (Initial & Date) (Initial & Date)
Special Conditions:
$S�
FD:
(Initial & Date)
9
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 1 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.LC.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.
I, 0D0 -0(t Ij?QAW/t__ , 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.
- /a.. - w - L i._ 9 L4 Of
O eAuilder Signature Date
i�o�ld S Pa►� I�
Print Own rBuilder Name
LQJL e) W a,
Signature of Notary—State of Florida Date
Owner is P r pna Known to Me or has
Produced IDy
E R
' ` " BOUNDARY SURVEY "
REAL PROPERTY DESCRIP77ON"
LOT 22, BLOCK D, SOUTH PINECREST, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10,
PAGE 10, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
����� C�® LOT 4
LOT 2
ro SOUTH PINECREST
s. -+-I Fr.. SOUTH PINECREST 10
P.B. 10. PG. 1 P.B. 10. PG. 10
I
�a�( FENCE
U F SANIENQRA. & 0.15' N. „ 0.40' E, & 0.25' N.
S$9'3 0 W 75.00', _ _____
5" UTILITY EASEENT
__ =SHM NEC. 1/2" REBAR NSI
5.5 o 6.0'
20.00' o
0
F
O Go O
UNi ,n 2 (N71 -
O SOUTH PINECREST O LOT 21
LOT 23 m P.B. 10. PG. 10 SOUTH PINECREST
SOUTH PINECREST P.B. 10. PG. 10
P.B. 10. PG. 10 11 26.0' 1 = A
FENCE 0.20' EAST ---
i'
UTILIT
ROOM
REC. IP NSI
P. C.
_ _ _ S8_9'35'0_0"W_ _ _ _
75.35'(M) 75.30(P)
REc. 1/2-' REBAR NSI J
71
1–STORY
CONCRETE
BLOCK
RESIDENCE
#174 .
W
—3'CLF
ON LINE
Y
Q
17.32' N
O
O
PINECREST DRI
Of 4,40)
0
0
n
REC. 1/2" REBAR NSI
A
P.R.Y. - PENANEIT REFERENCE MONUMENT
B B R E V I A
T 1 0 N L
E G E N D
CONG - CONCETEWJL
UH NC
41-M ,
- WATER YEIER
CJL - CONCRETE YONWENT
E- - ELEVATION
P.GG-- PONT OF OGuo+CUONT
►A - PUT BOOK
A/C - AN CONOITIONI R
GLF. - CHAIN LINK FENCE
FA-
FIRE HYDRANT
P.C. - PONT OF CURVATURE
PPyy - PAGE
TVP. - TYPICAL
VLr OD - WOFENCE
N & 0 - NAIL AND DISC
PRG - POINT OF REVERSE MIVA7IRIE
NJL - NON -RADIAL
LLL - UTILITY EASEMENT,
C t 0 - MIB ! GUTTER
W.
- BUNCH MARK
P.GG - PCNCOMPOUND CURVATURE OF COMPOCURVATURERAD.
P.T. - PONT OF TANGENCY
- RADIAL
R - RADIUS
O.E. - DRAINAGE EASEMENT
F.F. - FINISHED BOOR
CATV - CABLE TELEVISION RISER
TEE - TELEPHONE RISER
PW .
f.B.
- PAVDtt
- FIELD BOON
P.L - POINT OF !INTERSECTION
L - ARC LENGTH
&S - BUILDING SETBACK
TRANS - TRAkSFORWEA PAD
MX
- MANACLE
ROP. - PERMANENT CONTROL PONT
P.O.L - POINTON LUNE
b - DELTA
RP:' - RADIUS POINT
QL& - CONCRETE BLOCK STRUCTURE LP, - LIGHT POLE
-PUT F.P. - PGWG POLL
(A)
N9
-ACTUAL
- NO YURVE'm
G& - OI1dN'SEARING
R/W - RIGHT -CF -WAY
- MEASURED
N.G. NATURAL GROUND
IDENTI1CA1fON
T.& - TANGENT BEARING
- CENTER UNE
C - CALCULATED
SG R. - SOUARE FEET
END
- FOUND
,E
REC
- RECOVERED
SURVEYOR'S NO
1. NOT VAUD WITHOUT THE SIGNATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND NAPPER.
2. THE 'REAL PROPERTY DESCRIPTION' SHOWN HEREON IS W ACCORDANCE
WITH THE DESCRIPTION PROVIDED BY THE CLIENT.
3. NO UNDERGROUND IMPROVEMENTS OR VISIBLE INSTALLATIONS HAVE BEEN
LOCATED 07HER THAN SHOWN.
4. BEARINGS ARE BASED ON THE CENTERLINE OF PINECREST DRIVE ASSUMED AS
BEING N. 89'35'00' E. PER PLAT.
5. HAVING CONSULTED THE NATIONAL FLOOD INSURANCE PROGRAM FIRM,
I HAVE DETERMINED THAT THE SUBJECT PROPERTY UES IN ZONE 'X",
NOT A SPECIAL FLOOD AREA PER FIRM PANEL / 12117CO045 E, DATED
APRIL 17, 1995, SEMINOLE COUNTY, FLORIDA.
CUNT WALLACE
JOB NUMB£?: 05-177
v iJ
BOUNDARY SURLY
I'LLU
R.A
UN /L
04/6/05
Urriuc
SR.&
UH NC
41-M ,
CERT7F1 0 TO:
CINDI B. HORTON A/K/A/ CINDI PARKER
IVANHOE FINANCIAL
GEORGE B. WALLACE, ESO., P.A.
COMMONWEALTH LAND TITLE NSURANCE
SURVEYOR'S CER77FICATE:•
THIS IS TO CERTIFY THAT THIS SURVEY MEETS THE WNNUM TECHNICAL STANDARDS
AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS
AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADJIINISTRATIVE CODE,
PURSUANT TO SECTION 472.027, FLORIDA STAT4X,7. _ A I
PROFESSIONAL SURVEYOR k MAPPER
FLORIDA REGISTRATION NUMBER 5807
SCOTT'S SURVEYING SERVICES, INC.
7 S. HWY. 17-92, SUITE 7-A
DEBARY, FLORIDA
PH. (386) 668-7332 FAX 668-7337
ID Oki NAke e
171 Pi Ke r a,Slr 15/Z
S&,,ro ti p r- L 37, 7 7 3
V0,7 3Z.v
ADD DOOR
STORAGE (CONVERTED
FROM CARPORT)
remove rotten post on carport and�DD 2 WINDOWS TO
install 2 x 4 wall using treated "ATCH EXISTING
material and stucco finish to match
existing house. Add 4 electrical
outlets 1 switch —11 -+-inr linht
with gfi. Area will be for storage
not heated.
p 6%V
X
Glazed Inswing Unit
APPROVED ARRANGEMENT:
Warnock Hw=ri
Test Data Review Certificate d3026447A
!30264478; /3026447C and 0,1 st
Report Validation Matrix l3026447A-
001, 002, 003; 130264478-001, 002,
13026447C-M,
otioO
additional information -
O
available from Ore ITS/WH website
(www.dlsemko.com), the Masonite
Note:
website (www.niasonhe.com) or the
Masonite technical center.
Units of other sizes are covered by this
report as long as the panel used does not
exceed 37 x 8'0".
Single Door
Maximum unit size = 37 x 87
Design Pressure
+40.0/-40.0
Uratted water unless special threshold design is used.
Large Missile Impact Resistance
Hurricane protective system (shutters) is REQUIRED.
Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7 -national,
state or focal building codes specify the edition required.
MINIMUM ASSEMBLY DETAIL:
Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0001-02 and
MAD-WL-MA0041-02.
MINIMUM INSTALLATION DETAIL:
Compliance requires that minimum installation details have been followed — see MID-WL-MA0001-02.
APPROVED DOOR STYLES:
1/4 GLASS:
622 Series
1/2 GLASS:
404 Series - 100 Series
•tune 17, 70112
our cordinring pmgram of pmducl improvement makes specifications, design and product
detail sugectto d Mile withmg notice.
Glazed Inswing Unit
COP WLMA046023
APPROVED DOOR STYLES:
FULL GLASS:
810 Series 852 Series 300 Series
CERTIFIED TEST REPORTS:
CTLA-805W
Certifying Engineer and License Number: Ramesh Patel, P.EJ20224
Unit Tested in Accordance with Miami -Dade BCCO PA202.
Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8"
laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32"
wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated
glass mounted in a rigid plastic lip lite surround.
Frame constructed of wood with an extruded aluminum threshold.
PRODUCT COMPLIANCE LABELING:
TESTED IN
ACCORDANCE WITH
MIAMI-DADE BCCO PA202
COMPANY NAME
CITY, STATE
To the best of my knowledge and ability the above side -hinged
exterior door unit conforms to the requirements of the 2001 Florida
Building Code, Chapter 17 (Structural Tests and Inspections).
1�� / aaf�5
State of Florida, Professional Engineer
Kurt Balthazor, P.E. — License Number 56533
Joe 17.2002
Our continuing "W of product imprwemerd makes specifications. design and product
daWl subtect to tlunce without notice.
Test Data Review Certificate 130264478
13026447B; 13026447C and COP/rest
Report Validation Matrix #3026447A-
001, 002, 003; #3026447B-001, 002,
003; 13026447C-001, 002, 003
provides additional information -
available from the ITSMH website
(tw w-etlsemko.com), the Masanhe
website (www.masonile.com) or the
Masonite technical center.
AAMA/NWWDA 101/I.S.2-97
TEST REPORT SUMMARY
Rendered to:
MI HOME PRODUCTS, INC.
SERIES/MODEL: 740/744/3740
TYPE: Aluminum Single Hung Window with Flange
Title of Test
Results
Rating
H -R45 53 x 73
Overall Design Pressure
45 psf
Operating Force
23 lbs max.
Air Infiltration
0.10 cfm/ft2
Water Resistance
6.75 psf
Structural Test Pressure
+67.5 psf
-70.8 psf
De lazing
Passed
Forced Entry Resistance
Grade 10
Reference should be made to Report No. 01-40351.06 for complete test specii-en description and
data.
For ARCHITECTURAL TESTING, INC.
u�
/yam
tvlark A. Hess, Teclulician
MAH:baw
�� MATPc1� z�z
I
Ak
Architectural Testing
AAMAINWWDA 101/I.S.2-97 TEST REPORT
Rendered to:
MI HOME PRODUCTS, INC.
P.O. Box 370
Gratz, Pennsylvania 17030-0370
Report No: 01-40351.06
Test Date:
10/22/01
And:
10/23/01
Report Date:
03/20/02
Expiration Date:
10/23/05
Project Summary: Architectural Testing, Inc. (ATI) was contracted by MI Horne Products, Inc.
to witness performance testing on a Series/Model 740/744/3740, aluminum single hung window
at MI Home Products, Inc.'s test facility in Elizabethville, Pennsylvania. The sample tested
successfully met the performance requirements for an H -R45 53 x 73 rating.
Test Specification: The test specimen was evaluated in accordance with AAMA/NWWDA
101/I.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass
Doors.
Test Specimen Description:
Series/Model: 740/744/3740
Type: Aluminum Single Hung Window With Flange
Overall Size: 4'4-7/8" wide by 60-1/8" high
Active Sash Size: 4'2-3/4" wide by 2' 11-3/4" high
Fixed Daylight Opening Size: 4' 1-1/8" wide by 2' 9" high
Screen Size: 4' 1-7/8" wide by 2' 11-5/16" high
Finish: All aluminum was polished.
Glazing Details: The active sash and fixed lite were glazed with one sheet of 1/8" thick
clear, tempered glass. Each sash was channel glazed using a flexible vinyl gasket.
130 Derry Court
York, PA 17402-9405
phone: 717.764.7700
fax: 717.764.4129
www.archtest.com
�,f nA/gC4 2oa2
Architectural Testing
AAllA/:NW \V JA 101/1.5.2-97 TEST REPORT
Rendered to
MI HOME PRODUCTS, INC.
P.O. Box 370
Gratz, Pennsylvania 17030-0370
Report No: 01-40351.05
Test Dates: 10/22/01
And: 10/23/01
Report Date: 03/20/02
Expiration Date: 10/23/05
Project Summary: Architectural Testing, Inc. (ATI) was contracted by MI Home Products, Inc.
to witness performance testing on a Series/Model 740/744/3740, aluminum single hung window
at MI Home Products, Inc.'s test facility in Elizabethville, Pennsylvania. The sample tested
successfully met the performance requirements for a H -R45 52 x 72 rating.
Test Specification: The test specimen was evaluated in accordance with AAMA/NWWDA
101/1.5.2-97, Voluntary Specifications forAluminum, Vinyl (PVC) and Wood Windows and Glass
Doors.
Test Specimen Description
Series/Model: 740/744/3740
Type: Aluminum Single Hung Window With Nail Fin
Overall Size: 4'4-1/8" wide by 5' -5/8" high
Active Sash Size: 4'2-3/4" wide by 2' 11-5/8" high
Fixed Daylight Opening Size: 4' 1-1/8" wide by 2'9" high
Screen Size: 4' 1-7/8" wide by 2' 11-5/16" high
Finish: All aluminum was polished.
Glazing Details: The active sash and fixed lite were glazed with one sheet of 1/8" thick
clear tempered glass. Each sash was channel glazed using a flexible vinyl gasket. ,
130 Derry Court
York, PA 17402-9405
phone: 717.764.7700
fax: 717.764.4129
www.archtest.com
ZO
Test Specimen Description: (Continued)
Weatherstripping:
Description Ouantit Location
01-40351.05
Page 2 of 4
0.330" high by 0.187" Row Fixed meeting rail interlock
backed polypile
with center fin
0.170" high by 0.187" 1 Row Fixed lite, stiles and top rail
backed polypile
with center fin
3/8" diameter hollow 1 Row Bottom rail
bulb gasket
0.310" high by 0.187" 1 Row Active sash stiles
backed polypile
with center fin
0.150" high by 0.187' Row Active sash stiles
wide polypile
Frame Construction: All frame members were constructed of extruded aluminum with
coped, butted and sealed comers fastened with two screws each. Fixed meeting rail was
secured utilizing one screw in each end directly through exterior face into jamb. Silicone
was utilized around exterior meeting rail/jamb joinery.
Sash Construction: All sash members were constructed of extruded aluminum with coped
and butted corners fastened with one screw each.
Screen Construction: The screen frame was constructed from roll -formed aluminum
members with plastic keyed corners. The screening consisted of a fiberglass mesh and was
secured with a flexible vinyl spline.
Hardware
Description
Quantit
Location
Plastic tilt latch
2
One each end of the interior
Meeting rail
Metal sweep lock
2
13" from meeting rail ends
Balance assembly
2
One per jamb
Screen tension spring
2
One per end of screen stile
Tilt pin
2
One each end of bottom rail
%1, A�
2 cJi ZOo Z
01-40351.05
Page 3 of 4
Test Specimen Description: (Continued)
Drainage: Sloped sill
Reinforcement: No reinforcement was utilized
Installation: The test specimen was installed. into the #2 2 x 8 Spruce -Pine -Fir wood buck
with 1" galvanized roofing nails through the nail fin every 8" 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 .6.1 Operating Force 24 lbs 30 lbs max.
Air Infiltration (ASTM E 283)
@ 1.57 psf (25 mph) 0.10 cfm/ftZ 0.30 cfm/ft2 max
Note #1: The tested specimen meets the performance levels specified in AAMA/NWWDA
101/LS. 2-97 far air infiltration.
Water Resistance (ASTM E 547-96)
(with and without screen)
WTP = 6.75 psf No leakage
2.1.4. Uniform Load Deflection per ASTM E 330
(Measurements reported were taken on the meeting rail)
(Loads were held for 52 seconds)
@ 15.0 psf (positive) 0.86"*
@ 15.0 psf (negative) 0.81"*
Note: * Exceeds L11 75for deflection, but meets all other test requirements
2. .4.2 Uniform Load Structural per ASTM E 330
(Measurements reported were taken on the meeting rail)
(Loads were held for 10 seconds)
@ 22.5 psf (positive) 0.01"
@ 22.5 psf (negative) <0.01"
2.2.1.6.2 Deglazing Test per ASTM E 987
In operating direction at 70 lbs
Top rail 0.06"/12%
Bottom rail 0.06"/12%
In remaining direction at 50 lbs
No leakage
0.29" max
0.29" max
0.20" max.
0.20" max.
0.50"/100%
0.50"/100%
Left stile 0.03"/6% 0.50"/100%
Right stile 0:03"/6% 0.5011/100%
�Y MA�4cht ZooZ
Test Results: (Continued)
Paragraph Title of Test - Test Method Results
Forced Entry Resistance per ASTM F 588-97
0140351.05
Page 4 of 4
Allowed
Type: A
Grade: 10
Lock Manipulation Test No entry No entry
Test Al thru A5 No entry No entry
Test A7 No entry No entry
Lock Manipulation Test No entry No entry
Optional Performance
Uniform Load Deflection per ASTM E 330
(Measurements reported were taken on the meting rail)
(Loads were held for 52 seconds)
@ 45.0 psf (positive) 0.91 "* 0.29" max
@ 45.0 psf (negative) 0.97"* 0.29" max
* Exceeds L/1.75 for deflection, but meets all other test requirements.
Unifonn Load Structural per ASTM E 330
(Measurements reported were taken on the meeting rail)
(Loads held for 10 seconds)
@ 67.5 psf (positive) 0.14" 0.20" max.
@ 67.5 psf (negative) 0.19" 0.20" max.
@ 70.8 psf (negative) 0.20" . 0.20" max. .
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.
for ARCHITECTLrRAL. TESTING, INC
Mark A. Hess
Allen N. Reeves, P.E.
Technician
Director - Engineering Service. --
ervice.--
7Z ,.q C
7ZoA%A,.gC Z6a2_
MAH :baw
01-40351.05
Concrete or Masonry Opening \
z
0
2�C
T� V
a.
'w o
l—
Perimeter Caulk, By Others
Also between flange and buck
Head
o.
E Ealarla
0
v /
o pass as Required ./
Topcon
p Caulk Between Buck
and Masonry Opening
By Others
�- Wood Buck by Others
1U
nr D
�m
Ln
=�C1
BU❑DING PLANS EXAMIN4r
RIVVIEWED FOR
Flange '5@DE COMPLIANCE
Window-HeRgEP THIS PLAN ON JOB
APR 17 2002
T_jjldiqg & Zonigg jInspecim, *-Q,
Flange Type
Window Frame 5111
Perimeter Caulk Sill .
By Others
Stool By Others A
. a
a
a E
Al 0 a
Pre—Cost Sill
By Others o '
Caulk Between Flange and Pre—Cast Sill C
-EXTERI-OR._ ELE
1. Shim as required at each installation anchor as shown, with load bearing shim.
2. Anchor must be of sufficient length to provide 1 1/4" min.
embedment
S.W
into masonry or concrete.
& FASTENER SCHEDULE
oMm:
aim
3. Caulk between window Flange and buck.
SCAM.
-MEET.
IF 1
'
__"°"�
4. Caulk full perimeter of window.
INST740 —
5. If exact window size is not given, use anchor quantity far
next larger window in chart:
6. Glass thickness will vary with window size and design load,
with ASTM El 300.
and must comfy
111tU
7. Letter designations on the tapcon location chart indicate where
anchors are to be installed using the elevation as a key.
8. All factory applied holes not designated for tapcon` should
be filled with
#8 screws of sufficient Ith. to provide 5/8" min. embedment
into wood buck.
�t�o
CODE
TAPCON * LOCATION CHART
WINDOW 10
FASTENER LOCATIONS
Concrete or Masonry Opening
SIZE
SIZE
OP36 TO DP52
OP52.1 TO OP70.8
Outside Dimension
Perimeter
PENETRATION
12
13
-.18 1/8 x 25
18 x 37 /8
A. C
A, C
Caulk
14
18 1/8 x 49 58
A, C
A. C
Caulk Between
15
18 1/8 x 61
A. C
A. 8, C
Flange and Buck `
16
18 1/8 x 71 1/4
A, C
A, B, C
a
'
1/2 32
25 1/2 x 25
A. C
A. C
1/2 33
25 1/2 x 37 3/8
A, C
A, C
1/2 34
25 1/2 x 49 5/8
A, C
A. S. C
1/2 35
25 1/2 x fit
A, B, C
A, 8, C
c G
1/2 36
25 1/2 x 71 1/4
A. B, C
A, 13, C
Jamb
22
36 x 25
A, C
A. C
Q
23
36 x 37 3/8
A, C
A, B. C
4
24
36 x 49 5/8
A, 8, C
A. B. C
245
36 x 55 1/4
A. 8, C
A, B, C
e d,a.,
25
36 x 62
A. B, C
A, B. C
26
36 x 71 1/4
A, S. C
A. 8, C. 0
c
32
52 1/8 x 25
A. C
A, C
33
52 1/8 x 37 3/8
A. C
A, B, C
BUCK
G 4
34
52. 1/8 x 49 5/8
A, B. C
A, B, C
345
52 1/8 x 55 1/4
A, 8, C
A, B. C, 0
35
52 1/8 x 62
A, B, C
A. B. C. 0
Topcon
36
52' 1/8 x 71 1/4
A. B. C, 0
A, 8, C, D. E
Inside Dimension
0 D
A
E_ ``tCS A1ggr 141'
B' •ht IF IC •'.•L. ,il
. ..;
�: �srA1:. cF:'•'Q
•, a�••., (ORIS •'•v
Woad Buck By Others
Caulk Between
Buck and Opening *'TAPCON' TYPE HARDENED MASONRY SCREWS
INCLUDE TAPCON, RAW_ k SIMPSON
Design Pressure values listed above are In PSF
e�
INSTALLATION INSTRUCTIONS
S.W
1/15/02
& FASTENER SCHEDULE
oMm:
aim
veocuae
-.7_.40-/7.44..-.SI.N.GLE.....H_UNG.
SCAM.
-MEET.
IF 1
'
__"°"�
INST740 —