WS-07-1300Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
(recd
Inspection Date: 07/24/2007
Inspector: Grande, Claudio
Owner: LONGMAN, ROBERT
Job Address: 913 95 Street NE
Miami Shores Village, FL 33138-
Project: <NONE>
Contractor: HOME OWNER
Permit Type: Windows /Shutters
Inspection Type: Final
Work Classification: Window /Door Replacement
Block:
Phone Number (305)756 -7919
Parcel Number 1132060143090
Lot:
Building Department Comments
REPLACE AND INSTALL IMPACT WINDOWS
aaa24Air
Passed 62o 1
Wil
Inspector Comments
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid .
until
Monday, July 23, 2007
Page 2 of 2
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
010-kL-:
BUILDING
PERMIT APPLICATION
FBC 2004
Permit Type (circle):
{
JUN 202007,a
BY : ....o.m
Permit No. O
Master Permit No.
Electrical Plumbing Mechanical Roofing
Owner's Name (Fee Simple Titleholder) /?1W4 't/ Ste! I W rr')&W Phone # 305-- 7S76, - 79/ 9'
Owner's Address / 3 Ale cier-
City t ( 3' 4i C State Fc Zip 3 j; 3r
Tenant/Lessee Name Phone #
Job Address (where the work is being done) 7* /3 A/E cA$' 5 r-
City Miami Shores Village County Miami -Dade
FOLIO / PARCEL #
Zip .
Is Building Historically Designated YES NO 1,/"--
Contractor's Company Name
Contractor's Address
,l it 'te'4'
Phone # 3 05- 7i - 7 ?/
City State Zip
Qualifier Name Phone #
State Certificate or Registration No.
Architect/Engineer's Name (if applicable)
Certificate of Competency No.
Phone #
Value of Work For this Permit $ A / ? cS� P10 Square / Linear Footage Of Work:
Type of Work: ['Alteration (, �� Repair/Replace ❑ Demolition
yp ['Addition ► - � `
Describe Work: > F ` L ftGe:^ All > t �' rr/ ,a' G� fed .0' 34'
�ru i , A- L1 roeWL5 Q o
***************************************Fees***** * ** *** **** * * * * **** *** * * ** *** * * ** * **
Permit Fee $ 6 2 CCF $ I ° e CO /CC
Notary $ 500 Training/Education Fee $ 0-(a40 Technology Fee $ S C0
Scanning $ Cp . Radon $ i DPBR $ Zoning $
Submittal Fee $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $ 1 .4Q
See Reverse side -+
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
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 the 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 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 to Applicant: As a condition to the, issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged
Signature
Owner or Agent 1 Contractor
The foregoing instrument was acknowledged before me this ?1 The foregoing instrument was acknowledged before me this
day of �tL , 20 07 , by Ili o I„ t jl�l, p'I , day of , 20 , by
who is personally known to me or who has produced R . iv�tj who is personally known to me or who has produced '
Lie_ As identification and who did take ,awn .% as identification and who did take an oath.
NOTARY PUBLIC: �.� ��� ". 0 NOTARY PUBLIC:
$\55� o® 000 �,
Sign: ZA111.111.--lay i ..��.. *0 ( "'''� °J`® `e
AIL-
Print
My Commission Expires:
Sign:
Print:
My Commission Expires:
** * *** *** ** * * ** ** * ** * * * ** ****** ** * * * * * *, *, * * * * * *, * *, * *, , * * * * * * * *, * * * ** , , , , , * ** , * * ***, *** * * * * ******* ***
APPLICATION APPROVED BY Plans Examiner
Engineer
Zoning
(Revised 02/08/06)
VILLAGE OF MIAMI SHORES
OWNER BUILDER DIStLOSuRE STATEMENT
NAME: 4O lLt! L Lo �� DATE: G
ADDRESS:
45- s porn( s ,,&
Do. hereby petition the Village of Miami Shores to. act as my owri contractor pursuant to the laws
of the State of Floxida,. F.S 489.103(7). And I have read and understood the following disclosure
st .tement, which entitles me to work as m' own contractor; I further understand:tt at I as the
owner must appear in person to complete all. applications.
State Law requires construction to be done by a licensed contractor. You have applied for a
permit under an exception to the law. The exemption allows you, as the owner of your property,
to act as your own contractor even though you do not have a license. You must supervise the
construction yourself. You may build or improve a one-family or two- faxnily residence. You may
also build or improve a commercial building at a cost .of $25,000.00 or less. The building must be
for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a
building you have built yourself within one year after the .construction is complete, the law will
presume that you built for sale or lease; which is a violation of this exemption. You may not hire
an unlicensed person as a contractor. It is your responsibility to make sure the people employed
by you have licenses required by state law and by county or municipal licensing ordinances. Any
person working on your building who is opt licensed must work under•your supervision and must
be employed by you, which means that you must deduct F.LC.A and with- holdings tax and •
provide workers' compensation for that employee, all as prescribed by law. Your construction
must comply with all applicable laws, ordinances, buildings codes and zoning regulations.
Please read and initial each paragraph.
1. I hold title to the above property and I am planning on doing this cons ction
Initial
2. I understand that as ari owner - builder I must abide by all zoning ordinances and
building regulations in effect at the time of permit application
3. :I have an understanding of the 2004 FBC & FRC and understand that this
department and its inspectors are there to help enforce and interpret the code.
There is a copy of the code in this office for review.
Initial
4. I understand that the building official and inspectors are not there to design,
after or give advice on how to meet code —. only if the structure meets the
minimum code.
Initial
5. I understand that as an owner-builder, that any contractor disputes with sub-
contractors and myself must be handled in a civil court with the advice of an
attorney. The department will not mitigate any contract disputes.
6. I understand that if I compensate any person or company for work performed
they are required to have a business license in the county. Iffor. any reason they
do not posses a business license I will be responsible and liable for any wrong
doing from this uiilicensed cc'impany or person.
7. • I. understand that if any person gets inj red' on my construction project -=they are
entitled to workmen's compensation. d if they do not posses a workmen's
policy I could be held liable for all doc or and related cost which could include
loss of wages during recovery from injury.
8. I understand that. under state and local laws I can not do any Electrical,
Plumbing, Heating, Air & Roof work on my.property with out first obtaining
the proper permits by licensed contractors.
Was acknowledged before me this
day.f 1( ,20O7
By lloar G . LdtQ14,414 whp was sersonally known to me or who has
Produced there License or
as identification.
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eIMMERVIMI
ig JUN 2 0 2007
BY:, r
913NE95th St.
33
a
s
1
PER MIT #.L�__
Miami Shores Village
APPROVED
ZONING DEPT
BY DATE
LDG DEPT
J B.J E COMPL A CE WITH ALL FEDERAL
T.ATE AND COUNTY RULES AND REGULATIONS
y
Miami Shores Building Department
Product Approval Schedule / Comparison Chart Address:
Open ' : Description of-Window Product Aeee . trace Product A . a1
I)
or oor or
1,.
OA
umber
$t
re
( +) PS (-) PSF
0r., X)
D..; n
Essure
( +) PSF ( -) PSF
/3
S ''S T Permit No. 19 7 /300
Shutter Required Mullion Required
Yes /No Yes /No
Impact
es 'o
•• ••
•
MIAMS
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE OA
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MIAMI-DADE COUNTY, FLORIDA
• TIETR0-11A2MAGIAle PulttiNe
In vim WWI" SIRE SIdlat 1603
• • • • 1V110111,17.0RID%331:30-1563
(305) 375-2901 FAX (305) 375-2908
• •
Traco Security Windows & Doors
5100 NW fl Ave.
Miami, Fl 33166
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the nianufacturer will incur the expense of such testing and the AllJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is deter by MiaDade County Product Control Division that this product or
inaterial fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Series "140 (242-542)" Aluminum* Horizontal Sliding Window
APPROVAL DOCUMENT: Drawing No. 02-0175, titled "140 Aluminum Horizontal Sliding Window 1 Arge
Missile", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/11/02 with revision on 8/27/02, signed and
sealed by Kelvyn A. Whitfield, P.E., bearing the Miarni-Dade County Product Control Approval stamp with the
Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered atter a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or it" there has been a revision or change in the
materials, use, andlor rououfacture of he 1.norloci, or process. Misuse of this NOA as an endorsement of any
product, for SACS, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for tett oirtation and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety,
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspectien at the job site at the request of the Building Official.
This NOA consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Theodore Berman, P.F.
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NOA No 02-0124.01
Expiration Date: October 17, 2007
Approval Date: October 17, 2002
Page 1
KELVYN A �T�ITF'IELD
MECHANICAL ENGINEER
10051 NS 116 B0- MO E.
m». () 8851 -15110 BA& (8 05) 51518 -5151,8
111°
DESIGN PRESSURE RATING WITH
7 \16' LAMINATED GLASS
3/16' KS, .100 INNER LAYER
SAF -GLASS 3/16' H.S. LASS
WINDOW WIDTH
3" MAX. G18 TOP /BOTT.
POSITIVE
100.0 PSF
17" MAX. C.C. �- OF MEETING RAILS
6" MAX. FROM
ENDS AT HAED /SILL
NEGATIVE
90,0 PSF
WITH 3_378 HIGH Sj
o
w
�� __
. —�
MOO MAY. 72 N.W. ND. MO
UEE
MIAMI FLORIDA 33158
PHONE: () 8511 -851510
0.
z n
n
VENT HEIGHT
�__ 54 7/8°
ES
_1
c
I
0
E x
0
__0„
%j
o
%"
0
x
0
DESIGN PRESSURE RATING WITH
7 \16' LAMINATED GLASS
3/16 KS, ,100 INNER LAYER
SAF -GLASS 3/16` H,S, GLASS
SERIES: 140 �v HORIZONTAL
SUMO WINDOW
LARGE max
°
17 MAX, C.C.
AT JAMBS
POSITIVE
NEGATIVE
100.0 PSF
100,0 PSF
JOB X0.: 02 -0178
DWG. NO.: 00 -0178
WITH 4.890 HIGH sw,
DATE: GS /11 /00
DESIGN PRESSURE RATING WITH
5\16' LAMINATED GLASS
SAFLE X/K EPSAFE I 1/Er B RH,S,AGLASS
acs: N.T.S.
DWG. MY; DM
-
�_'
I-
+-- 32 3/4° --►
D.L. OPG.
-.— 32 7/8° -+
D.L. OPG.
6° MAX. FROM
ENDS AT JAMBS
=ow 1 or 5
•--*.-
13. 1/2" MAX. C.C.
--- 32 7/6" --.-
D.L OPG.
REVISIONS DESCRIPTION
POSITIVE
70,0 PSF
NEGATIVE
70,0 PSF
N0.
DM
1
8188/11
MI PEE DADE MIRY
DESIGN PRESSURE RATING. WITH
7 \16' LAMINATED GLASS
3/16' ANN. ,100 INNER LAYER
E
VIVA
AS PM VAIN MIMI? RNA
KELVYN A. rim=
MECH. ENGINEER.
FLA. PE # 24140
• • • $fri`OZ
• • A •
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• •
0.100 MAIM - 0.010
SAF -GLASS 3/16' ANN, GLASS
MR 0.100 DINER
POSITIVE
-
70,0 PSF
—liff-eLASS af
EMT IMPACT O.
BAFeLEyHEEPsµE
BY ARC ALWOMLIM
—BAF..�wgy
SEWR9Y WPALT O.
NEGATIVE
70,0 PSF
vir HS GLASS
1150 OR ME
SILICONE
3/16' HS. +
1100 OR 906
511COME
(1/VH0 IASS
1158906
!6111 76
1/6' H.S. MASS
1105 OR 806
EL ME
1/11" H.S. MAU
1198 58896
811 CONE
1/5" HS. OLASS
►
1110 OR 096
SLIM
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RIRI
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EXTERIOR
EXTERIOR
EXTERIOR
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GLAZING nFTAD. GLAZING DETAIL, LNG DETAIL
0.470° GLASS LARGE h4 S X 0.340° GLASS LARGE MISSILE 0.329° G1_>61 URGE M(SSDyE •
ED-1221 FTL. 3717 FTL 3217
1/4"-2 3/4° TAPCONS WITH A
1 1/4" MIN. EMBEDMENT INTO CONCRETE
SEE ELEVATIONS FOR SPACINGS.
MAX WINDOW HEIGHT
VERTICAL CROSS SECTION
1/4"x 2 1/2° TAPCONS WITH A 1 1/4°
MIN. EMBEDMENT INTO CONCRETE SEE
ELEVATIONS FOR SPACINGS.
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IfEELVYN A. WHITFIELD
MECHANICAL ENGINEER
i608 N. 110 85- ML10 i7. 66041
TBI. (606) EOi -faeo
M. (606) !Oe -u,e
■
WlelamfiDom,ISm.
6100 N.W. 72 N0. AVENUE
MAW FLORIDA 33186
PMONE: (306) 591 -6460
EMUS: 140 ALUM= HORIZONTAL
EL/DING WINDOW
LARGE MISSILE
JOB NO.; OB -0176
DWG. NO.: 02 -0176
DATE: 02/11/02
SCALE' N T S
DWG. HY: D.M
SHEET 2 OF 5
REVISIONS DESCRIPTION
NO.
6/23/2
88 282 DADS MONTT REQ.
8/21/2
AB PM DADE COMM REQ.
K LVYN A. LLD
MECH. ENGINEER.
FLA. PE # 24140
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1/4° -2 1/2° TAPCONS WITH A
1 1/4° MIN. EMBEDMENT INTO CONC.
SEE ELEVATIONS FOR SPACINGS.
INTERIOR
VENT WIDTH VENT WIDTH
1/4' MAX.
SHIM SPACE
1/4.-2 1/r TAPCONS WITH A
1 1/4° MIN. EMBEDMENT INTO CONC.
SEE ELEVATIONS FOR SPACINGS.
1° X WOOD BUCK
EXTERIOR
HORIZONTAL CROSS SECTION
KELVYN A. WHITFIELD
MECHANICAL ENGINEER
s002
3.3 112 02— NM FL 88121
2211.. (a00) 352 -1280
FAX. (305) 888-2874
Dam bo.
a10A NO. 33t1
PHONE: (305) 821 -8220
SUM 140 ALUMINUM HORISONTAT.
SLIDING WINDOW
LARGE MISSILE
JOB NO.: 08 -0178
DWG. N0: 02 -0175
DATE: 08/11/02
SCALE: N.T.R.
DWG. BY: D.M
SHEET B OF 5
REVISIONS DESCRIPTION
20.
011'!8
1
4/21/1
15 PIN D60E G0021T !
1
1/17/1
AS PEI SOS COM BMI.
KELVYN A. WHITFIELD
MECH. ENGINEER.
FLA. PE # 24140
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KELVYN A. WHITFIELD
MECHANICAL ENGINEER
i022 N.1 UN ET- IMO PL eta TEL (500 oser-taao
. WO e90-9976
2.962
2 816 ►
I �" 1.266
2.911
0127
O,28g L,
0.070
. Ws* Medan *Doosjaa..
8�0o NM. rm
MIAMI FM= moo
PwowEa OM 6Bi -ti8�
HOS 140 MAUNDY HONSONTAL
SLIDING WINDOW
LARGE Esau
408 NO.: 02 -0175
0,759
11
0.063TYP
1.138
- M
T"
S 2,40 2.816
1,297
1582
1.075
i
2816
0 63I
3,679
> TYP,
t
0,422(2)
0 07
4.185
--+►
r
0,079
i
SILL TRICK INSERT(SEG 050 -739)
n
1,772
FRAME JAMS (SEG 050 -572)
0.444
2.658
0N0, NO.: 02-0176
DATE: 08/11/08
MAIN FRAME SILL(SEG 050 -737)
FRAME HEAD(SEG 050 -757)
SCALE: N.T.B.
DWG. BY: D.14
SHEET 4 of 5
REVISIONS DESCRIPTION
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•1
NQ
DA12
1
0)2/0
A3 PER DADS COMITY M.
1.709 --a►
�•.- -0.079
2
11 /2
Y PER DAD2 050111!' 2/41
0.966
0.277
0101
0.984
1{ELVXN A. WHITFIELD
MECH. ENGINEER.
FLA. PE # 24140
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+ 1
�A • • • •
: •• •••• •
3,311
x.886
2,161
1,350
2.286
1585
*MSc ••••6
Dsro • 1 •
Pr i.,(r_. Nr.rt, • • • • 1
g ! • -'--/ / ••••1
• •
• •••• •••• 1
• •
• •••• •
• • ••••1
• ••• • • • •
0.106
0,791
T
i
0,844
JAMB ADAPTER(SEG 050 -741)
SILL ADAPTER (SEG 050 -738)
SILL WINDLOAD ADAPTER
f
(SEG_.150
-7401
BILL OF MATERIALS
KELVYN A. WHITFIELD
MECHANICAL ENGINEER
10082.2218 Of- l2nuaL 3881
TM. MO 652-1550
PAL (8 05)
►
IIEM#
DESCRIPTION
PART NUM.
ALLOY/TEMP
COMMENTS
h__2.091
1
FRAME HEAD
050 -757
8083 -T5
SEG -757 MILL FINISH
2
GLAZING BD.
050 -759
8083 -T5
SEG -749 MILL FINISH
x.632
1,054
0.088
SASH TOP & BOTTOM RAIL
050 -570
8083 -15
SEG -570 MILL FINISH
L335
-
0.927
111 Ina ADZ Dam,5m.
5100 NW. 72 ND. AVENUE
p9 FLORIDA 3 i 31
SERIF& 140 OWH0R1Z0NTAL
SLIDING
LARGE SMILE
4
MAIN FRAME SILL
050-737
8083 -T5
SEG -737 MILL FINISH
2.320
0.722
5
SILL ADAPTER
050 -738
6083 -T5
SEG -738 MILL FINISH
0,046TYP,
6
SILL TRACK INSERT
050- 739
8083 -T5
SEG -739 MILL FINISH
_`
.."-.1.
11723
7
SILL WINDLOAD ADAPTER
050 -740
8083 -T5
050 -740 MILL FINISH
0098
1.335
4
8
FRAME JAMB
050 -572
8083 -T5
SEG -572 MILL FINISH
9
JAM ADAPTER
050 -741
8083 -15
SEG -741 MILL FINISH
SASH MEETING RAIL (SEG 051 -571)
2,320
10
SASH SIDE RAIL
051 - 742
8083 -T5
SEG -742 MILL FINISH
SASH SIDE RAIL(SEG 051 -742)
11
SASH MEETING RAIL
051 -571
8083 -T5
SEG -571 MILL FNISH
70B 1402 02 -0175
MG. 20.: 02 -0175
12
FIXED MEETING RAIL
051 - 573
8063 -15
SEG -873 MILL FINISH
DATE: 02 /11/02
13
FIAT BAR
050 -004
3/18' X 1°
1
t
I H__o.158
[ 0.050
---- --
-'
--1688
L054
0,088
SCALE: N.T.S.
14
WHEEL HOUSING
014 -005
------
0.844
DWG. BY: D.M
15
WHEEL
014 -044
.750 D1A.
NAT. ACETAL
SHEET 5 OF 5
16
17
DOWEL PIN
YM'STIB�ING (at sash 8 & T call)
015 -041
a7-a14
------
FIN -SEAL
.150 DIA. X .550, BRASS
.380 X .187 BACK
REVISIONS DESCRIPTION
`
1
-.-
0.0 DTYP,
18
SWEEP LATCH
007 -016
- - ---
WHITE
__ 1.
0.839
0.844
A0.
DAIS
19
W'STRIPPING
047 -014
FIN -SEAL
.380 X .187 BACK
1
8/05/2
18 PIS DADE COMITY 1n
20
SCREW CO MEETING RAILS
000 -000
--- -----
#10 X 2.000,PhPH WS
SASH TOP & BOTTOM RAIL(SEG 050 -570)
2
8/87/2
18 PIM DADS 008NW ID/
21
WEEP COVERS
014 -083
---- --
--
GLAZING BEAD (SEC. 050 - 759)
---- --
22
FRAME ASSEMBLY SCREW
012 -835
--
#8 X 1.090,PhPH SMS
MELVYN' A. LD
MECH. ENGINEER.
FL,A. PE •# 441 4(1
• / • / • :
•
• •
f • a
/
• • • • • • •
•
•� i•••
-----
�1+ -11088
•
• • •
.•••
•
••
• •
•••
• •
•
•
•••
23
MEETING RAIL ASSEMBLY SCREW
012 -130
- ---- --
#10 X 1.�,PhPH SMS
24
SASH ASSEMBLY SCREW
012 -835
- -- - - --
# 8 X 1.000,PhPH 5115
25
SWEEP LATCH SCREW
012 -830
STAINLES STEEL
#8 X .750, PhPH SMS, SS
28
WINDLOAD ADAPTER SCREW
000 -000
STAINLES STEEL
4 PER CUP S E AS IDIM SC 15
M
27
SEAM SENVMVA trmns, at sash)
024 -019
SM 5504
28
SINUS SEAIANT(at fxd., at �h)
024 -04.3
---- --
DOW 1199 OR 995
2,953
0.070TY
2.109
28
BFAd GASKET (FXD, t?)
048 -014
7f SfP „BIH B Ya111
WV- 3134,BKL
1969
, ••••4
' ' ,p ri,i ••• • II
r
• • • •
• •••• ••••�
• •••••• •
.•.
•••• • •
••
30
SETTING BLOCK
046 -103
--
WV5848 SANTOPRENE
1.581
}j
31
BUMPON SPACER
014 -049
-----
.150, SJ -5308, CLR
32
1/4 °- 2 3/4° & 2 1/2°
-
---
IAPOIXVSEE BEIL.FOR SPEC. LENOIR
33
SILL RISER
----
-----
.032 501. x 4.6 SHT. MAK METH
��+ r
I
L891
(SEG 051-573)
1.147
MEETING RAIL