700 NE 96 St (7)WIND LOAD SCHEDULE
OPENING
LABEL
GLAZED OPENING
HORIZ.
(INCHES)
DIM.
VERT.
(INCHES)
NO. OF
GLAZED
PANELS
SMALLEST GLAZED
HORIZ.
(INCHES)
PANEL
VERT.
(INCHES)
EFFECTIVE
WIND AREA
(SQ. FT.)
BUILDING
ZONE
(Note 4)
DESIGN
POSITIVE
(PSF)
LOAD
NEGATIVE
(PSF)
1
37
38
2
34
16
3.8
Interior
5.4.7
-59.3
2
37
38
2
34
16
3.8
Interior
54.7
-59.3
3
37
38
2
34
16
3.8
Interior
54.7
-59.3
4
19
63
2
16
29
3.2
Interior
54.7
-59.3
5
74
50
4
34
24
5.7
Interior
54.7
-59.3
6
74
50
4
34
24
5.7
Interior
54.7
-59.3
7
53
38
2
50
16
5.6
Interior
54.7
-59.3
11
72
88
2
30
82
17.1
Interior
52.8
-57.4
12
72
88
2
30
82
17.1
Interior
52.8
-57.4
17
74
38
2
34
16
3.8
Interior
54.7
-59.3
18
74
38
2
34
16
3.8
Interior
54.7
-59.3
NOTES:
1. Wind loads are determined in accordance with the 2001 Florida Building Code and ASCE 7 -98.
2. Wind load calculations are based upon a mean roof height as provided by the Contractor and noted herein.
Contractor /Building Official shall verify the mean roof height in the field.
3. Calculation is valid for Enclosed Structures only.
All glazed openings shall be impact resistant or have impact protective devices.
4. End zones for this installation are those areas within 3.7 feet of the exterior corners of the building.
End zones are based on the building dimensions provided by the Contractor.
Contractor /Building Official shall verify the layout plan in the field.
5. This document shall be used for determination of wind loads only.
Component installations shall be in accordance with the appropriate product evaluation documents(
Wind loads are applicable for component installations at any elevation below the roof.
6. Wind loads are applicable for use on window and glazing systems.
For loads on other systems, contact our office.
7. This document shall be valid only when there appears an original signature,
date and embossed seal from V. J. Knezevich, P.E.
/
�tyl��
s_
ALI
r �.
; \ \,
-. -
8. Use of this document is subject to the Terms and Conditions of Use, Version 1.0, available on t
web at http: / /ASCE7- 98.Knezevich.com, and any other applicable agreements between the Cli
named above, and Knezevich and Associates, Inc.
e
nt
()
L._0.
v ("�K
. _t�4 +' c
v" K
e i ; Associate:;
/ t v
''
.
y
L I/ icense #10983
Cnc. FL COA #32
11f . 111 I
KNEZEVICH & ASSOCIATES, INC.
1260 N. University Drive, Suite 180 :: Ft. Lauderdale, Florida 33322 :: Phone: 954.382.2800 :: Fax: 954.382.2989 :: www.Knezevich.com
ASCE 7 -98 DESIGN WIND LOADS FOR COMPONENTS & CLADDING FOR VERTICAL SURFACES
Basic Wind Speed, V = 146.0 m.p.h (3 sec peak gust) CLIENT: Bob Cicero
Exposure Category = C Seaview Industries, Inc.
Importance Factor, I = 1.00 (non - assembly / non - essential facility) DATE: 12/03/2003, 10:32:28
Roof Eave Height = 10.00 feet STRUCTURE: Lois Butler 75 0
Roof Peak Height = 14.50 feet ORDERED BY: VJK for Bob Cicero
Mean Roof Height = 12.25 feet PROCESSED BY: Site Operator
Roof Slope = 3.500 inches rise per 12 -inch run PAGE: 1 of 1
Roof Slope = 16.26 degrees
Smallest Side of Building = 37.00 feet
Internal Pressure Factor, GCpi = 0.18 (fully enclosed building)
Topographic Factor, Kzt = 1.00 (non -hilly area)
Directionality Factor, Kd = 1.00:
End Zone = 3.7 feet
M I A M I•DADE
PRODUCT CONTROL NOTICE OF ACCEPTANCE
PGT Industries
1070 Technology Drive
Nokomis ,FL 34275
The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 01- 0629.08
EXPIRES: 11/01/2006
APPROVED: 11/01/2001
1\ 104500011pc2000 \\templateslnotice acceptance cover page.dot
Internet mail address: postmaster @buildingcodeonlinc.com
MIAMI - DADE COUNTY, FLORIDA
METRO -DARE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER SIREFr, stint 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
CONTRACTOR LICENSING sIS(: rION
(305)375.2527 FAN (305)375 -2558
CONTRACTOR ENFORCFAII•:NT DIVISION
(305)375 -2966 FAX (305) 375-2908
rizonuCr CONTROL DIVISION
(305) 375.2902 FAX (305) 372-6339
Your application for Notice of Acceptance (NOA) of:
SH - 701 Aluminum Single Hung Window Impact Resistant
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
Raul Koorlgucz
Chicf Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEED
This application for Product Approval has been reviewed by the BCCO and approved by the Building
Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set
forth above.
Francisco J. Quintana, R.A.
Director
Miami -Dadc County
Building Code Compliance Office
Homepage: http : / /www.buildingcodconlinc.com
Vinyl Tcch /Prozressivc Glass Technology ACCEPTANCE No.: 01- 0629.08
2
APPROVED November 01, 2001
EXPIRES November 01, 2006
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
This revises & renews Notice of Acceptance No. 98 0223.01, which was issued on October 22,
1998. It approves an aluminum single hung window, as described in Section 2 of this Notice of
Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -
Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter
23, do not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
The Series SII -701 Aluminum Single Hung Window — Impact and its components shall be
constructed in strict compliance with the following document: Drawing No. 4040, titled "SH -701
Aluminum Single Hung window" Sheets 1 thru 4 of 4, prepared by manufacturer, dated 2/9/98, 08-
18-98 and last revised on 10 -11 -2001, signed and sealed by Robert L. Clark, P.E., bearing the
Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and
approval date by the Miami -Dade County Product Control Division. These documents shall
hereinafter be referred to as the approved drawings.
3. LIMITATIONS
3.1 This approval applies to single unit applications only, as shown in approved drawings.
3.2 Water infiltration requirements: see design pressure table.
4. INSTALLATION
4.1 The aluminum single hung window and its components shall be installed in strict compliance with
the approved drawings.
4.2 The installation of this product will not require a hurricane protection system.
5. LABELING
5.1 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 ".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South Florida Building Code
(SFBC) in ordcr to properly evaluate the installation of this system.
1 stwci 1 - L L.4.hcl•
!shag I. Chanda, P.E., Product Control Examiner
Product Control Division
Vinyl Tech/Progressive Glass Technology
ACCEPTANCE No.: 01- 0629.08
APPROVED. November 01, 2001
EXPIRES November 01, 2006
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the
original submitted documents, including test- supporting data, engineering documents, are no older than eight
(8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the
following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the
specific conditions of this Acccptancc.
3. Renewals of Acceptance will not be considered if:
a. There has been a change in the South Florida Building Code affecting thc evaluation of this product
and the product is not in compliance with the code changes.
b. The product is no longer the same product (identical) as the one originally approved.
c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the
correct installation of the product.
d. The engineer who originally prcparcd, signed and scaled the required documcntation initially
submitted, is no longer practicing the engineering profcssion.
4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically
be causc for tcrmination of this Acceptance, unless prior writtcn approval has bccn rcqucstcd (through thc
filing of a rcvision application with appropriate fcc) and granted by this office.
5. Any of thc following shall also be grounds for removal of this Acccptancc:
a. Unsatisfactory performancc of this product or process.
b. Misuse of this Acccptance as an endorsement of any product, for salcs, advertising or any other
purposcs.
6. The Notice of Acccptance number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may bc displaycd in advertising literature. If any portion of thc Notice of Acccptance is
displaycd, then it shall be done in its entircty.
7. A copy of this Acccptancc as well as approved drawings and other documents, where it applics, shall be
provided to thc user by the manufacturer or its distributors and shall be available for inspection at the job site
at all time. The engineer needs not reseal thc copies.
8. Failure to comply with any section of this Acccptancc shall bc causc for termination and removal of
Acceptance.
9. This Notice of Acccptance consists of pages 1, 2 and this last page 3.
END OF TIIIS ACCEPTANCE
3
l c1A-41 I , L1 vtclA
Ishaq I. Chanda, P.E., Product Control Examiner
Product Control Division
DESIGN PRESSURE RATING (P.S.F.)
W / S 16 LAMINATED
ANNEALED CLASS
5/16 LAMINATED
W/ HEAT STRENGTHENED CLASS
WATER INFILTRATION
REOUIRED
WATER INFILTRATION
NOT REOUIRED
WATER INFILTRATION
REWIRED
WATER INFILTRATION
NOT REOUIRED
-50.0 +50.0
-50.0 +50.0
-80.0 +66.7
-80.0 +80.0
76.000
MAX.
5 3/4'
53.
MAX.
//o
+F4
VFNT S17F: 50 1/2' x 38 1/4'
13.000 —{
M4.e. OR CCNTCR
TYP. HEAD & SILL
ELEVATION
LARGE MISSLE IMPACT WINDOWS
1.) GLAZING OPTIONS: A. 5/16' (.350) LAMINATED GLASS
(1 /8' annealed /.090 film /1/8' annealed)
B. 5/16" (.350) LAMINATED GLASS
(1 /8" heat strengthened /.090 film /1/8" heat strengthened)
2.) CONFIGURATIONS: OX
.3.) DESIGN PRESSURE RATING: SEE TABLE
4.) ANCHORS:
MAX. 5 3/4' FROM EACH CORNER HEAD er SILL)
MAX. 6' FROM EACH CORNER (JAMBS)
MAX. SPACING AT HEAD & SILL: 13.000
MAX. SPACING AT JAMBS: 13.125
5.) SHUTTER REOUIREMENT.
NO SHUTTERS REOUIRED
6.) REFERENCE TEST REPORT: F7L -1889
J
8.000
13 I /8" ON CENTER
6'
ITEM
J
5
6
7
9
10
1 1
12•
1J
14
15
16
17 .
18
19
20
21
22
23 .
24
25
26
27
2B
29
Robert L. Clark. P.E.
PE 839712
Structural
DESCRIPTION
FLANGED FRAME HEAD Alum. 6063 -15
FLANGED PRAMS SILL Alum. 6063 -T5
FLANGED FRAME JAMB (Alum. 6063 - r5)
FIXED 74£E71NG RAIL (Alum. 6063 -75)
SASH TOP RAIL (Alum. 6063 -75)
SASH BOTTOM RAIL (Alum. 6063 -75)
SASH SIDE RAIL Alum. 6063-TS)
GLAZING BEAD (Alum. 6063 - T5,
6534 571 8
ALUMAX
WEATHERSTRIP - VINYL BULB
SILICON
5 16" 1 .350 ) W9 AFLEX Y SOU
DUPONT LAYER
6 x .750 PHIL. 914. H0.
SWEEP LATCH
/8 x .625 PHIL FLT. HD.
4
WINDLOAO ADAPTER (Num. 6063 -75)
/8 x .J75 PHIL. P.H. TEK
WEATHERSTRIP - VINYL BULB \SASH
SASH TOP GUIDE
SCREEN
BALANCE COVER
BALANCE
WEATHERSTRIP - PILEV1NSEAL
SASH FACE GUIDE
/6 x .500 PHIL. FLT. H0.
SASH STOP (Alum. 6063 -75)
/8 x 1.000 P1111... P.H. 5745
SEAM SCALER
WINDLOAO ADAPTER (PLASTIC)
INDUSTRIES
1070 TECHNOLOGY ORNE
NOKOMIS, ft 34275
P.O. BOX 1529
NOKOMIS, 71. 34274
V. T. #
612225
612226
612227
612228
612229
612230
612231
6TP247K
628990
7658PFAA
7858WW
6122)6
78XJ8PPT
6TP249K
6I062W
71087
76X12FPAw
'612244
78XIPPA
6SM55W
61207
Reran 8r:
F.K.
Rmd 8y
0.8.
Senrs /Yodel:
SH — 701
OTY. / LOCATION
2
2
8 (1 per Glazing Bead)
2
2
2 to attach Balances to Jambs)
1(1.5' from end of vent top roil)
2(i1 width is. >= 42')
2 (Sweep Latch Screws)
4 when using 2 Sweee Latches) .
2 0 frame jambs. 30 from bot.)
Windload Adapter Screws)
I (ot Vent Bottom Rail)
2 (1 per each balance)
2 1 per each
balance)
2 I 0 each frame jamb)
3 O rent jomD.s &vent t op roil)
2 1 /vent iamb. 1.5" from
bot.
(torn loco guide screws)
2 (0 too or each frame iamb)
4 Frame & Vent Assr. screws)
2 (0 frame iambs. J0' from bat.)
brown BY: bore:
0.8. 2/9/98
R
8/0/71/0 78/98 T8, TABLE, EXTR.
barn: Re.;aiona:
Score:
NTS
VENDOR
ALUMAX
ALUMAX
ALUMAX
ALUMAX
ALUMAX
ALUMAX
ALUMAX
TEAM PLASTICS
DOW CORNING
H.P.G.
H.P.C.
AOUA FASTENERS
MINIATURE 01E CASTING
MERCHANTS FASTENER
ALUMAX
MERCHANTS FASTENER
MASTER root
NNYL TECH. \PCT
WYBORC
CALDWELL
SCHLEGEL CORP.
VINYL TECH. \PCT
SCHERER IND. PROD.
ALUMAX
Shen: I p.o.mq no.
1 0 4 4040
VENOOR I /
AF -12225
AF -12226
AF -12227
AF -12228
AF -12225
AF -12230
AF -12231
AF- 534571
TP -247
899
PGT.214.XX
AF -12236
TEAM PLASTICS TP -249
STAVE
FS7826- 187
.4F -12244
SCHNEE /MOREHEAD
574
MERCHANTS FASTENER
PROTOTYPE
WC996- 1207
PRODUCT RENEW ED
a
hgrrftscE Ha oi 0629.00
EXPIRATION DATE N0 ve "4r4 b f`7cQb
. Ll,,
�{, LTMIDOM
BDJ7DO'O CODE
001411
Description:
ELEVATION & PARTS LIST
75).: •
ALUMINUM SINGLE HUNG WINDOW
76.000
.737
INACTIVE
m®
.655 —
EXTERIOR o°
GH
!NG
x 2.784
2.784
REFERENCE TEST REPORT: F7L -1889
ROUGH
OPENING
m®
.500
34.500
DAYLIGHT
OPENING
ACTIVE
2.330
34.500
DAYLIGHT
OPENING
ROUGH
OPENING'
VERTICAL SECTION
INTERIOR
53.125
49.625
DAYLIGHT OPENING
P.G.T.
1.123
Flatten L. Clark, P.E.
PE 939712
Structural
EXTERIOR
INTERIOR
48.250
DAYLIGHT OPENING
HORIZONTAL SECTION
INDUSTRIES
1070 TECHNOLOGY ORNE
NOXOUIS. FL 34275
P.O. SOX 1329
NOKOUIS, FL 34274
Re..; 97: Oale: R.we.on
F.K. 10/11/0 TB, TABLE.
R...e D.le: R..iiwe:
D. 8/ 18/98
ao.n er Owe:
0.8. 2/9/98
SECTIONS
flue:
2.710
ROUGH
OPENING
PRODUCT RENSVMD
. xTPTRNC
3(91VA710N DATt � G
L F ��
EXTR. RY a „ WS e
OLIttDMO COO£
•
ALUMINUM SINGLE HUNG WINDOW
Serie• /Yod.I; 5<ole: Sneel: 0'o -. q No. R..:
SH -701 NTS 2 4 4040 0
. 737
1 2.784
II x. 062
.705
0 ALUM. 6063 -T5
1. 187
1 .062 2.029
1.403
1
® ALUM. 6063 -T5
1.165
.062 •' 1.348
413
ALUM. 6063 -T5
REFERENCE TEST REPORT: FTL -1889
.655
I- -- 2.784
O ALUM. 6063 -T5
h -- 2.274 —"
.062T
1.707
--c-11.187 r -
® ALUM. 6063 -T5
.062
ALUM. 6063 -T5
2.330
2.710
i
H 1.350 �4-
® ALUM. 6063 -T5
1 b 1.451
.490
062
1.523 -"w
H1 023
H1.123 k--
O ALUM. 6063 -T5
ALUM. 6053 -T5
Robert L Clark, P.E.
PE 139712
Structural
T ■
INDUSTRIES
1070 rtCl4NoLocr DRIVE
NOXOM /S. fl 34275
P.O. BOX 1529
NOKOMIS, fL .34274
R 44 By:
F. K.
R a
0. EI.
Drown
0.8
0.srrot:x
rue:
SH— 701
1/8" ANNEALED OR
HEAT STRENTHENED
GLASS
.090 INTERLAYER
SAFLEX BY SOLUTIA OR
DUPONT PVB
Dols:
10/11/0
Oel.
8/18/98
0.t.:
2/9/98
Scale:
NTS
5
5/16" LAMINATED
GLAZING DETAILS
Revision,:
TB, TABLE, EXTR.
3 4 4
1 /2 " NOM.
GLASS BITE
1/8" ANNEALED OR
HEAT STRENGTHENED
GLASS
PRODUCT 51 ENV;
ntXTVnkwe:.QNe 'O
:xFIY*TC7t oAn/vQ ✓G ..
A„ SL.� �
numno 10007;. c V1"' rkl
EXTRUSIONS & GLAZING OPTIONS
ALUMINUM SINGLE HUNG WINDOW
0ro.inq No
4040
R..:
B
TYP, HEAD
1/4 " TAPCON [�1�II 112 PANHEAD
TYP. SILL
REFERENCE TEST REPORT: F7L -1889
TYP. SULL
TYP. HEAQ
BUCK
Robin L Clark, P.E.
PE 439712
MAX.
TYP. JAMB
INDUSTRIES
1070 TECHNOLOGY OWE
NOKOMIS. R 34275
P.O. 80x 1529
NOKOMIS, R 34274
R."? ay
F. K.
R D.B.
Oro.n By:
0. B.
a:e,(Rwn:
Sene./Yooel:
Dole: 0/11/0
8/18/98
oo .
2/9/98
ANCHORAGE
.250
MAX.
R.w.ion
TB, T ABLE. EXTR.
Rens:env
TYP. JAMB
Scale: Sheet Oro.+nq No.
SH -701 NTS 4 4 4040
2 x WOOD
BUCK
P Cr RE f SJI&Tu
AUL1r ?+•KOHL O
J(i!FTl tl + OAT! /WK W/56 L}
P„ ISk. 1 1An
GJTU1.M' a52 t ('(+1134+
nu.
ALUMINUM SINGLE HUNG WINDOW
R..:
M I A M I•DADE
PRODUCT CONTROL NOTICE OF ACCEPTANCE
PGT Industries
1070 Technology Drive
Nokomis ,FL 34275
The expense of such testing will be incurred by the manufacturer.
APPROVED: 09/06/2001
MIAMI -DADE COUNTY. FLORIDA
METRO-DADE FLAGLER BUILDING
BUILDING COD(; COMPLIANCE OFFICE
NII:TRO- D: \I)Ii FLAGI.FI: BUILDING
1.11) WFS] I'L, \(;I.lilt S'I'Itlili'I' SUITE 1(03
tI1A■I1. FLORIDA 33130.15(3
(305) 375 -2901 FAN (305) 375 -2905
CONTRACTOR LICENSING SECTION
(305) 375 -2527 FAX 0051 375.155M
coy "ru:�r. roll FNrott(:I.:MrNr DIVISION
(305) 375 -2966 FAN (305) 375-200s
ruooUCr CONTROL DIVISION
(305) 375.2902 FAX (305) 372 -6339
Your application for Notice of Acceptance (NOA) of:
Series SWD -101 Outswing Aluminum French Door - Impact
under Chapter 8 oldie Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami - Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
ACCEPTANCE NO.: 01- 0- 117.01
EXPIRES: 11/22/2006 Raul Rodriguez
Chief Product Control Division
THIS IS TIIE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAI,
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building
Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set
forth above.
Francisco J. Quintana, R.A.
Director
Miami -Dade County
Iuilding Code Compliance Office
11s04500011pc20001 \templates \notice acceptance cover page dot
Internet mail address: postmasterJbuildingcndconlinc .com Homepage: http : / /www.buildingcodennlinc.com
Vinyl Tech /Progressive Class Technolouv.
ACCEPTANCE No.: 01 -0- 117.04
A
EXPIRES : November 22, 2006
NOTICE OF ACCEPTANCE: SPECIFIC CONIWI'IONS
: September 06, 2001
1. SCOPE
1.1 This revises and renews the Notice of Acceptance No. 99- 11128.01, which was issued on February
18, 1999. It approves an outswing aluminum French door, as described in Section 2 of this Notice
of Acceptance, designed to comply with the South Florida Building Code (SFBC), 19 Edition !Or
Miami -Dade County, for the locations where the pressure requirements, as determined by StI3C
Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series SWU -101 Outswing Aluminum French Doors- Impact Resistant and its components
shall be constructed in strict compliance with the following documents: Drawing No 971, titled
"French Door XX, X" Sheets 1 through 4 of 4, prepared by manufacturer, dated 02/16/98, with
revision C dated 1 -22 -99 and last revised on 04- 13 -01, signed and scaled by Robert 1.. Clark, P.f:.,
hearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance
number and approval date by the Miami -Dade County Product Control Division. These documents
shall hereinafter be referred to as the approved drawings.
3. LIMITATIONS
3.1 This approval applies to single unit application of pair of doors and single door only, as shown in
approved drawings. Single door unit shall include described in the active leaf of this approval.
4. INSTALLATION
4.1 The outswing aluminum French doors and its components shall be installed in strict compliance
%vith the approved drawings.
4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane
protection system.
5. LABELING
5.1 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 ".
6. BUILDING PERMIT REQUIREMEN'T'S
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installation.
6.1.3 Any other documents required by the Iuilding Official or the South Florida Building Code
(SFI3C) in order to properly evaluate the installation of this system.
lshaq 1. Chanda, P.I. Product Control Examiner
Product Control Division
Vinyl Tech/Progressive Glass Technolooy.
5.
ACCEPTANCE No.: 01- 11417.114
APPROVED : September 06, 2001
EXPIRES : November 22, 2006
NOTICE OF ACCEPTANCE: STANDARD CONDI'T'IONS
1. Renewal of this Acceptance (approval) shall he considered after a renewal application has been filed and the
original submitted documentation, including test supporting data, engineering documents, are no older than
eight (8) years.
2. A ny and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the
following statement: "Miami County Product Control Approved ", or as specifically stated in the
specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a) There has been a change in the South Florida Building Code affecting the evaluation 01' this product and
the product is not in compliance with the code changes;
b) The product is no longer the same product (identical) as the one originally approved;
c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the
correct installation of the product;
d) The engineer lvho originally prepared, signed and scaled the required documentation initially submitted is
no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically
be cause for termination of this Acceptance, unless prior written approval has been requested (through the
filing of revision application with appropriate fee) and granted by this office.
Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process.
b) fv1isuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose.
6. The Notice of Acceptance 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 Notice of Acceptance is
displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall he
provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site
at all time. The engineer need not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Noticc of Acceptance consists of pages I, 2 and this last page 3. I 1
� 5 1 t4c1 1 . Ll au Jc
(shag 1. Chanda, P.E. Product Control Examiner
Product Control Division
END OF Tins ACCEPTANCE
3
2"
71.750
I--
I
"" *.-
I —II- 7 1/2'
I I
.750
tux.
/
\ \
i
\
J /
1 5 1/2'
L 7
13.5"
r--
"
/
/
/ /
/
/
/
/
/
/
2 POINT
LOCK
OPTION
\
\
\
\
\
\
\
\
\
`
\
\
\
\
\
\
\
\
\
/
/
/
/
/
/ /
/ /
/
/
13._
1
11
I
5 1/
1
/2 " ---i
�13 "—I
I 7 1/2" - h--- 1
7 1/2' --
X
13" —
MAX.
ON CENTER
TYP. HEAD & SILL
37.500
--I �--- 7 1/2"
5 1/2"
13.5"
7 V
SEALANT ON
FRAME CORNERS
& PANEL CORNERS
7 1
MAX.
ON CENTER
TYP. HEAD Jr SILL
XX
TYP. MAX.
2'
SEALANT ON
FRAME CORNERS
& PANEL CORNERS
LARGE MISSLE IMPACT DOORS
1.) GLAZING: .401 /464 LAMINATED W /INT£RLAYER (MONSANTO OR DUPONT)
2.) CONFIGURATIONS: X. XX
J.) DESIGN PRESSURE RATING:
3a) 4 C 4 LAM.. - 75 P5r - 75 P5 r.
Jb) .401 LAM.: +60 P.S.F. —60 P.S.F.
4.) ANCHORS:
MAX. 7 1/2" FROM CORNERS (HEAD & SILL)
MAX. 5 1/2" FROM CORNERS (JAMB)
MAX. SPACING AT HEAD & SILL: 13.000
MAX. SPACING AT JAMB: 13.500
5.) NO SHUTTERS REQUIRED
6.) REFERENCE TEST REPORT FTL -2241
7.) FOR LOCKING ASSEMBLY OPTION - SEE SHEET 3 OF 4
PRODUCT RENEWED
ACCF.VTMICE6. Ul ^GH17•04
EXPIMATION I)A'IE I`LD+EN{ {C 12, Zao
54,5 \
111016 Y.T O 6NITHL IX VISION
RUILUD ; coot: WM YUYNCE OFFICE
Robert L. Clark, P.E.
P.E. #39712
Structural
R..i.ion.:
D) added 2pt. lock info
Material:
R..+6 ey: Toole:
D.B. l 1 /I 7/00
Dro.n By.
D. B.
0246
Doer
2/ 16/95
ink.onm ONnt NO'W'
F,Re6oa t 1/64
d .. 4
o.ad .070 4
Se.;eo /MOeet
SWD - 1 01
1070 Technology Dr.
Nokomis, Fl.
34275
De.enOfion:
French Door — X, XX
PCT NO:
VENDOR NO:
544 le
ix
54..0:
1 =
INDUSTRIES
()rowing No .
971
95.750
93.625
ROUGH
OPENING
1.272
4.000
SEE SHEET 3
FOR ANCHORS
.250 ---
MAX. SHIM
SPACE
ROUGH
OPENING
1.750
3.000 --
1 91 ED
84 3/4"
DAYLIGHT
OPENING
MAX. SHIM
. 250 SPACE
3
f 1.479
VERTICAL SECTION
INTERIOR
34.625
TYP. BOTH PANELS
ACTIVE PANEL
25 —
DAYLIGHT
OPENING
71.750
EXTEPIOR
HORIZONTAL SECTION
INTERIOR
1.750
INACTIVE PANEL
.250
MAX. SHIM
SPACE
ROUGH
OPENING
1.480
PRODUCT RENEWED
nCCEPr.WCE 11• CU
1:2CP1RATION 1)A17. NZ1EKCE5 ,2.06
\sGa-
PROM 6101111X.:421 sit [UN
DUDDMU cu% 0O1411J•4CE 011ICE
.489
EXTERIOR
4.000
1.489 n .250
1 MAX. SHIM
SPACE
---- 3.000 --I ROUGH OPENING
of
Robert L. Clark, P.E.
P.E. 434712
Structural
RM
D) p odded 2 pt. lock info
ueledea
Reese By:
Dale: I CAAe By: (Do:
n/77/Do f
Drawn By
D.B.
Dale
2/16/98
Iw.a,ee, Dnrn Nrlre'
!ratio= ± 1/54
D.v,.at .00 1
..dad .m7 :
NyJ - 2 I
Serie,Noaer.
SWD -101
D..cnplia,:
French Door — Elevations.
PDT NO:
1070 Technology Dr.
Nokomis, F1.
34275
VENDOR NO: 15004:
Shoot
2014
INDUSTRIES
Drawing Na.
971
Paw
3 POINT LOCK ASSY.
IF- Robert L. Clark
P.E.# 9712
2 POINT LOCK ASSY.
F..
D) added 2 pt. lock info
Mot.dac
Rand Br 0.l.:
O.B. 11/17/00
er 0.8.
7/8 ANN.
.090
3/76 ANN. ---1
.250 J
MAX. SHIM - 3.000
SPACE
2/16/98
rAktmr., INN.. Net.,
leadite,< S 1/64
a.er„al.o7 ±
D.on 4
sa, 2
An _r. r 1'
S.n../Ncd.c
SWD -1
D.scnp6an:
7.489
401' 1A11. W /MONSANTO SAFI EX PV9 INTFRIAYFR
OR 401 1AM W /DUPONT BUTAIITE 1NTER?AYER
SEE ,NOTE J ON SHEET 1
OFSIGN PRESSURE RATING: *60 or(
3/16 ANN.
.090
3 /16 ANN.
.250
MAX. SHIM
SPACE
1070 Technology Dr.
Nokomis, FI.
34275
3.000 ---
French Door — Exploded /Glazinq
Kt N0: VENDOR NO Scot.: S8..7 Drn. No.
3.'4 977
7.489
464 1AM. W /MONSANTO SAFIFX PVR INTFRIAYFR
OR ,464' UM. W./DUPONT AUTAIITT INTFRIAYFR
SEE NOTE J ON SHEET 1
DESIGN PRESSURE RATING. =75 off,
PRODUCT R ENEWED
Accrrri.Na l4,. °1-04 4
EXPIRATION OATt N .4 ER 71
tr I Sksg
MOO Ail )7Y!T ■014
wwD•J cX 7L ()um KE cl>•laXi
f�T
INDUSTRIES
R.v
TYP. JAMB
TYP. SILL .
/12 FLATHEAD
TYP. HEAD
ITEM
1
2
5
6
7
8
9
10
11
12
13
14
75
16
17
18
79
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
U' l
Robert L. Clark, PE.
P.E. #39712
Structural
DESCRIPTION
DOOR HEAD /SILL
DOOR JAMB (HINGED)
3 IDOOR ASTRAGAL
4 1.250 x .187 FINSEAL STRIP
DOOR W -STRIP CHANNEL
FRAME JAMB
FRAME HEAD
GLAZING BEAD (ROLL FORM)
OUTSWING THRESHOLD
5/16x18 THREADED ROD
TRUSS CLAMP
5/16x1/16 TRUSS WASHER
5/16x18 TRUSS NUT
FRAME SCR. COVER CAP
STRIKE PLATE
STRIKE PLATE INSERT
10x3/4 SCR. FLT. HD. PHIL
HIN E ASS'Y.
10x.625 FLT. HD. PHIL
10x1/2 FLT. HD. PHIL
TOP OTT. SLIDE BOLT
LOCK
6x1 /2 FLT. HD. PHIL.
8x 1 1/2 SCR. PN HD. OUAD.
SEAM SEALER
LOCK SUPPORT ASS'Y.
6x3/4 FLT. HD. PHIL.
.200 x .190 QLON
.375 x .190 QLON
3 POINT LOCK ASS'Y.
LOCK (ACTIVE)
LOCK (DUMMY)
DEAD -BOLT LOCK
.401 LAM. W /MONSANTO
SILICONE
112 Ph. Pn. SMS
1/4 TAPCON
.401 LAM. W /DUPONT
.464 LAM. W /DUPONT
R.a
D) added 2 pt. lock info
(Mown er
D.B.
V.T. #
60375
60376
60377
67924G
60379
60380
60411
65170
61069M
6TROOA
60378M
7WASHA
7JNU7A
41722W
7955X
41721
71034A
7FRMOW
71058FP
710X12PPW
41720
7612 FYI
78112A
6SM55W
FD3PTAY
7LOKAP
7LOKIP
7BLTIP
62899C
.464 LAM. W /MONSANTO
2 POINT LOCK ASSY.
�8 x .75 Ph. Fl. Tek
7834FPT
Meathal:
R.nd Or Dol.: Chka Br Dolt:
0.8. 11 /17/00
0,,
/ 6/98
OTY. /DESCRIPTION
8 (2 /each door to & bot. roil)
4 1 /door top & bat. roil)
8 2 /eo. door too & bat. ro
il
8 2 /eo. door top & bot. rail
8 2 /eo. door top & bot. rail
6 (3 frame iambs)
30 5 /hinge &hinge -frame iamb
MERCHANTS FASTENER
26 66 /hinge - hinge -door iamb i MERCHANTS FASTENER I
2 1 ® top /bot. of 1.h. astragal
4 2 /slide bolt locks)
4UBLOK. 1 lock) 6. 2 lock support
7634F ossy )
3
1 CP 'r.h. astragal
1 ® r.h. astragal
60200K tombs & head)
603 4 1 /astragals &
00W - frame iambs)
1 ® r.h. astrogol
1 ® r.h. astragal
1 (® r.h. astragal)
TM.ranc.. Ihn.., Nn'M.
Erato,. t 1/62
a
D.M .00 t
D¢d i, .Dao t
Mp+r t
n r'
S.../M 1:
ad.
SW0 -101
PCT NO:
1070 Technology Dr.
Nokomis, Fl.
34275
VENDOR Fro:
Scab:
VENDOR
ALUMAX
ALUMAX
ALUMAX
SCHLEGEL CORP.
ALUMAX
ALUMAX
ALUMAX
FLORIDA SCRFFN
ALUMAX
FASTEC INDUSTRIAL
ALUMAX
FASTEC INDUSTRIAL
FASTEC INDUSTRIAL
PGT INDUSTRIES
CAMCORP
PGT INDUSTRIES
MERCHANTS FASTENER
NATIONWIDE IND.
PGT INDUSTRIES
MERCHANTS FASTENER
12 6 /head & sill)
FASTEC INDUSTRIAL
SCHNEE MOREHEAD
SCHLEGEL CORP.
SCHLEGEL CORP.
PGT INDUSTRIES
HARLOC
HARLOC
HARLOC
H.
DOW CORNING
H.P.G.
H.P,G.
H.P.G.
PGT INDUSTRIES
SPENCER PRODUCTS
French Door — Anchoroge /B.O.M.
Shoot
4 04
VENDOR #
AF -10375
AF -10376
AF -10377
F57924 - 187
AF -10379
AF -10380
AF- 12376
AF -12375
AF -10378
41722W
41721
41720
SM5504
PGT INDUSTRIES 4UBLOK
FASTEC INDUSTRIAL
0200X190
0375x190
FD3PTAY
100
880
820
899
P:'.OHUCT Rf'Nf.V.' •
ACCEPT 'WC:. n,. 6 7 _ 0 L i 1 1 .'0'4 1
t xtivrnciv I1AIT: No 1e>•+y •-� 22 2o0 (,
117 13t. 7 Lk- 4,1,
NIuu lY lA H4YY�,�ii
WC.t $j Vtl CK fLl.*X'_' lk1YS
INDUSTRIES
Description:
Oro.inq No.
971
•
*#ANIO .5 :ti Rl +tttvno o? Frei p`;,
t� -9r ti ; 0 rb 1'.� � 4'd + � $ - 06 -.:k ; , ^t 14
a q: :. ?fl.
?A`
• ITZ. .o -o
LLJ ► 7..
2...e A ca . E !-.... , 0 L.)
S'TUGGU
STUCCO
FA. 'S. 4.4%.
G
EMP
\ / ,� -(-' r �.
1r 1
- 6514 1.6 P1 .
041:o-
tit ;5 =.
,,5" VL\ LVE
Phone #
MIAMI SHORE ILLA
BUILDING DEF, .RTMENT
305- 795 -2204
Building Inspection Request
Date ? )o o
Type Insp'n e3 1 �ccuJS
Permit No. 61 C IO'
Name W1-e c .
Address 100 IQZ G CO
Company ULA,r 1 e {
Inspection Date
Approved
Correction
Re- Insp'n Fee
❑
•
MIAMI SH RES VILLA
BUILDINGJEP MENT
305- 795 -2204
Building Inspection Request
Date 69. ��
Type Insp'n 1 C-C 1< OE) t N00(J.JS
Permit No. 3) .' 3 + ∎ 10 �
Inspection Date
Approved
Correction
Name t�* tC
Address ' 100 t c1 (,) S -
Company ( -5 -e �
Phone #
Re- Insp'n Fee ❑
Miami Shores Village
10050 NE 2nd Avenue
Building Permit
Phone: 305 - 795 -2204 Permit Number: BP2003 -1908
Printed: 12/11/2003
- Applicant: LOIS BUTLER
alb Owner: BUTLER LOIS
• JOB ADDRESS: 700 NE 96 ST
Contractor
Local Phone:
Parcel # 1132060142110
Signed:
Contractor's Address:
Page 1 of 1
Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOT 9 BLK 68 LOT SIZE SITE VALUE
Fees: Description Amount
FEE2003 -8105 Building Fee $130.00
FEE2003 -8106 CCF $4.20
FEE2003 -8107 Notary Fee $5.00
FEE2003 -8108 Training and Education Fee $1.40
FEE2003 -8109 Technology Fee $3.25
FEE2003 -8110 Scanning Fee $6.00
Total Fees: $149.85
Total Fees: $149_> 5
Total Receipts: $0.00
CO-Sr •
Permit Status: APPROVED Permit Expiration: 6/5/2004 Construction Value: $7,000.00
Work: 9 WINDOWS AND 2 FRENCH DOORS - IMPACT
(INSPECTOR)
DEC 1 1 PAID
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict
conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work
done by either myself, my agent, servants or employes.
Signed: (Contractor or Builder) BY:
Nib 1 f
Distance to next nearest building
M AMII SHURES VILA_ GE
BUILDING INSPECTION DEPARTMENT
APPLICATION 8= U R USLD N
r aPI
ERMBT
Application is hereby wade for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Atiami
Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the iuilding Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
� / Date _ 3 - / . 3 _..._.__ .197 3
O wnei fl/ '
s Name and Address . 1// / % N 4!1. / 7 _ No....7" Q....._... Street t/ 91.
'Registered Architect and /or Engineer -- ..A.1 l(/.- .0 er ' ,.,..,. ...,,1 ....,,-!._- . _....
/ /
'Name and address of licensed contractor na1.�LAd,R. / ADC- • 71 a • ,' 0 � - -•• - --
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done 7t2 _6" 9 .5' ' - ..j J ' - --
State work to be doe and p rpose of building (by floors) / 4/37 A.1_1 S�?' f• — _..SA 4 ' 4.-
.
- and for no other purpose.
New Building Remodeling. Addition Repairs No. of Stories
To be constructed of Kind of foundation Roof Covering
Estimated Total cost of improvements $ /O ®' eve> Amount of Permit $.
•s, Zone cubage required plan Cubage
Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for i . : ion on the site of the wo . such public notice
or notices as arc required by the Act. The undersigned agrees to employ only such s •ntr ctors, on work to be .' rformed under this
pennit, as are licensed by Miami Shores Village.
Remarks (Signed)
STATE OF FLORIDA,
COUNTY OF DADE. j Ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the.
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit .. _ Date Read, Sworn to and Subscribed before me.
Disapproved Date
Notary Public, State of Florida
(Signed)
Building Inspector My Commission Expires
PLANNING BOARD DATE
Chairman Member
Member Member
Member ...... Member
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection ox faulty
materials and /or workmanship.
A STORM BAR SCHEDULE
Ne4h7'
above
yrod(Ff. ) e
/ x 3 " r V8
/ "r 3'r "w /54e/
3 f4 "x 4 "K *"
$'i4 "rlb " ev/S/ee/
2'c%
3
4c%
Z'o/
3 'ck
4'c /c
Z'c/
3'c%
4'c%
Z' /c
3'c%
#'c%
0 -5
/,' - 0"
9'
8' -9"
/5= 9"
/3'-1/"
/z' -
/3' -6"
/ / - /o"
/0' - 3"
/7= •"
/5
l3 - 9"
5 -/S
/0' G"
1=0"
8' - /"
/4'
/3=0"
//'
/Z' -
/0' -7"
9'' -2"
/G- 3"
/4'-1"
/z' -10"
/5 -Z4'
9' - 7"
8' - 4"
7 5'
/3' - //"
/Z' -l
//
/ / /D"
9 - 7 "
0
/c
/3 -3"
/Z' -0"
25-55
9'
8'
(o-(("
/3-4"
/ / -6"
/0 - 7"
/1
9' -Z"
7_/0"
/4' -6"
12-9"
//!6"
35 -55
5'//"
7 7"
0'
K! //"
//!4"
/0'Z"
/D•e"
8' - 7"
7!5"
14'
/z' - 4"
/1'
55 -75
13
7'- 3"
!i 3"
/z'- 5"
/0! /l"
9' -10"
/0 =0"
8
7' /"
/3' -6"
//'-10"
/0'- 9"
75
8-1"
G' -11'
6 -0"
,2' /"
/O'
9! 7"
9'6"
7!/0"
G!9"
/3 1"
/1 - 6"
/0' -5"
/00 -/50
8'-0"
G' -6"
5 =9"
//'
/a= Z"
9
9' -1"
.7' -
G' -5"
12' -9
//' -/"
/0' -1"
/50 -250
7!6"
6 -1"
-
//'-3"
9'
8'
2-6"
6!1/"
6'0"
/Z' Z"
10=7"
5'9"
250 - 550
7' - 1 "
5
-
/D' -8"
9' -5"
5'-6"
8'-0"
6' -6"
5'-9"
/1
/0' - 2"
9' - 4"
A MULL /ON SCHEDULE
Ne/yh f
above
grade
1'F!. )
/34 " r ¢" r V2,
)! ", 4"x Ve1" ' /54e/
/o ' e A
/2'c%
/o'c/
/2'G /c
0 -5
//! &"
/0'-/0"
/O' -3"
/5=4"
5-15
/0'- 9"
/0' -0"
/5' /"
/4=2"
/5 -25
9
9' -2"
/4'-1"
/3.4"
Z5 -35
9'-5"
8' - 7"
/3' 7"
/Z '- /O"
35-55
8'
8 - /
/3= Z"
/2' -5"
55-75
5'
7'10"
/2 '-9"
/ /= //"
75' /00
5'
7' -5"
/et-4"
1/'-7"
/00 -/50
7'- 9"
7'-O"
/2 -0"
/ /'- 3"
/50 - 250
7!3
G'7"
//!5"
/ - 5"
250 -35o
G' -9"
6' 2"
/1' 0"
/0 - 4"
/ „ 3
" ” or 3% "x 4 " x Vs "
5 ,Bars
CONNECT /ON DETAILS
0
M
/.00"
r
/ "x 3 "x '/.
0
STORM BARS
e
1.75"x 4" 1 43'
((IU / //or/)
.75 "x - " x y8 .
r 0 10-32 F.N .M.5.
e /8' c c
1-
•' / - 92 1 //.M
5 /e' c /G.
S/ /e . 'o,./
1.75"
63 x4. /5/ee/
chann /as eif
/.75 "x 4 "x 'fie'
MULLION
6,63- 7
9 /0 - 3Z f. H. M. 5. ("pr equal)
n /0 "C /c .
m fey. 8/10/72
ROLLING AWN /NG
ROLLADEN, /NC.
7955 W 20 Ave.
Nio%oh F /or/de 33ot2
STAN WEEKS 8 ASSOCIATES, /NC.
ENGINEERS
Mom/ Florida
9 -2/ -7/ sh. 2o/2 Job No. 6665-7
AWN /NG W /DTH SCHEDULE
He /oh/ above
grade (F/)
v✓/dth
O/s /once /role
q /0ss (inches)
O 5
,e3 =0
3 '
5- /5
7'- 7"
3 s/a
/5 - 25
6' -1 /"
3 -Ve
25-35
0'- 6"
3 "8
55
0'- z"
3
55
s' - /0"
2'4
75 - /OO
5'- 7"
2 s/g
/00 -
5 "'- 4"
z '/z
/ - 2 0
5' o"
7'4
750 - 35 0
4'- e "
z '4
REEL DIAMETERS
Net�gh/ of
5 er(ff)
Dame %r(ii1.)
3
Co 1 4
4
7'/8
5
7 $/4
(0
B %B
7
b s/e.
B
9
'9
9 9 E.
/0
/O 4
1/
i/ '/e
It
// s/4
4-37' .479'
SLAT
0/9"
. 067"
BOTTOM RA /L
52
S /DE RA /LS
.070"
1�
Wndo/y-'
5
s ch.
\1v. - ^ e Soreams in /eador/5 /astic
\ .1 —_ ___ — shields6 /Bc%
\ . ewe' x. /zs'con N
\ o/o , bond f or \� m
Roller echan •sni
\ o//ac//ny 5 ,.,-,„ fig
cnc /osvre , .040"
\ a /.n. stied /,3oa3 -N /4
\\
5 /o/3
Z" 5.44,5.
Any /e 5 /op
SECTION ':11-A"
Boh eoi/
■
` Roller Tube
(Reel)
a 5 /de
'4"x /4 "P /Cmanc/(arev)
drive Pins P /13"c/c.
M Max. dio/neter of reel 1ui//7 shu/fer
/i7 up / 00.57 . 60 , 7 (shu/fer fu //y wrapped
around reel).
O /a/ne /ers enr %e/9%'7 over /7'
ovo/db /e on refvestt.
B/k. wall
ALT. SECT /ON B -B"
vs "x i'4"0iomond —
(or eq.) drive Pins
E
/6"c /c.
•
5,de ,2a// SECT /ON "B-B"
5/al
— 84 wo//
5/de Rod
5/0/
ti
1- Ang/e slop
Mo
/8"
1 -0.A
II
r{
5/60,7-7 Bar 5pac/ay, see 5c17.
EL. EVAT /ON
j r /o✓
/e /3
.5lainless
1 l 5 /raps.
5o h t om Ra ,% 1
S Bar See
5C
0 "Ma
/0' -0" or /2' -0" ti
S ECTION C-C"
End bearing .600 "q5
p L p/ia
.PO / /er enc /oed
I
1
l
9 I
I�—
. /50 "H.. 51-eel
sappor/ angle
Sodd /e ,
I - 57 .59qr,
see s.oh.
. 077 • 3. 75"W Ah,"7
Roller rube (Reel) 5prvckel
is 2
sproake / fr,aV be
/ocoteal a/ an:/
any /e pray /lee/ crao.k
does no/ /orxn o
90" angle
uni verso/
/o/versa
crank
ROLLER MECHAN /SM DETA /L
� u4°IiR
Side Rai/
Mu / /ion , see
scn.
OUTSIDE
sprat ke f
2- 5 /i4'0 S /o, j omp/n
r 40e0, or e9ua
FLUSH
TYPES OF MOUNTINGS
f7ous 4
Crank
0 Rev. B //0/77
0,ee v. /17/6
Rev. 9/71/71
. 500" 4q.
no'
. /so" /k. 5 /ee/
s ppor, angle
En beor,n l
Sprocket housing
se1/1,9 pin.
/z- z4 Bob's /n
s /o/,ed ho /es
far o djvs /men/,
typ.
/NS /DE
DESIGN CRITERIA:
These un//s are des/ ned /n OCCO
ance w //n L'hopter t3 0/' /he South
F/orido Bu / /dinq Code Tor he/ his •
u p /o 3 5 0 obo v e 'crude f o r // w
A / Dad s ac ny , mo oro7 :e71,1'/IR4/ /aods oc //n outward o ep /e, L;n, /y� QALI NOTE 7pt N o. 71 -057 A p prove d March 5,197
/. A// o /u/num rot/ be
o /toy 6063 75 and o// o /um /nurn
sheet shall be o / /oy 5050 -N30,
except where noted.
2. Me /r Po // f n Poda fours /q Acc ep /-onc
No. 7/- 057. /R.
3.
5/eel /user /s /0 Ina/ /ions s//o // de
painted fo Pro from go /van /c
•eoc lion w/ /4 a/an •earn. Inser /s
may be '/z o mu/ /ion lie /yh/.
4 When a/facLi/n9 /o wood use '4"•
2 "wood /096 in i n/ace of anchors
shown,
5. Pade Loamy approved anchors m /,he
sa»ae cheer onja/ /erasion values naay be
use /n /lea of anchors Specified.
ROLLING AWN /NG
ROLL ADEN, /NC
7955 W. 20'• Ave.
Hialeah Florida 330/2
STAN WEEKS 8 ASSOCIATES, INC.
ENGINEERS
Miami Florida
2 5h. /of Z Job No 6665 -7
SCHEDULE
HEIGHT
ABOVE
GROUND
WITH I BEAM INSERT
NO INSERT
PURLIN
SPACING
PURLIN
HEIGHT
PURLIN
SPACING
PURLIN
HEIGHT
' 0 15
7 -0"
10 3 rr-
5 -0"
II 5"
15 - 25'
6 -9"
9'- 8"
4 -8"
I0' -II"
25 35'
61- 5
9 5
41- 611
10'- 8"
35 55'
6 -2"
9 -
4-4"
10 -5"
55- 75'
61 - 011
9' -0"
4 -2"
10 -2"
75 -100'
5 9"
8 -10"
4 -0"
10 -0"
100 -150
6-7"
8 8"
3-10"
1-9"
150 250
5 - 4"
8'- 5"
3- 9"
9 -6
250 -350
5 2"
8 2"
3 7"
9' 3"
STR••
w 1500•
COME. •5
CRl 19' C/ c
SPROCKET YAK BE - -
LOCATED AT ART ANGLE
PROVIDED CRANK ODES
H07 FORA: • 90 ANGLE
AT THE RIARSAL-
00,0E03•L /'•
CR•HR -
YL00 CORRECT
ANGLE 5700 00770M RAIL
OUTSIDE
5IDE 0•11
BLS. •ALL
SECTI N "B -B" E.
SEE SCHEDULE
A
Lott
FOR SP•CING
SEE SCHEDULE
ELEVATION
SPROCKET
TYPES OF MOUNTINGS
40'000 : LE•0 SHIELDS
10' C/0
ROLLER TOIL
IR[CL i
\- *10 SYS •T SIDE RAILS
L•TS
BOTTOM 0•,1
/- tp03AIS /•OGLE
•MOLE STOP
SECTION 11 A -A"
\- ROLL ENCLOSED
F LUSH
\ RO NEC0
)� ENCLOS URE .3 H•N 13
-H l • Y.
SHEET, 3003
-H1•
1 /•'BOLTS G9 it C/C
SL•T
0011E0
ENCLOSURE -, - I
Fuu Bu Tr.
"ELI -•RC
MELO ALL SIDE
CONC. •H CHOR
t - 3 / B'BOU S
II/2"K 11/2'2 1/11
MULLION CONNECTION
■■INIMMI■1
104110
SEE BCH
001 00 T
AS 0E0'D BY
BCOEOULC
511 5C [DULL
12 - 0 M•t
i 1
INSIDE
4
EXTERIOR
SECT -ION "C -C"
SLAT WITH INSERT
PURLIN CONNECTION
SIMILAR TO MULLION
CONNECTION
- M 10 505 C s :S'C /C
7 510E RAIL
O I /---3 /E' BOLTS- TYR.
E ° 5VU1D
o II I BCE lLHN
EDULL
0
PURLIN CONNECTION
HOLE IN SLAT FOR
FASTENER
SIDL R•IL
SLAT
CORD .•RCHORS
EC[ ICHEUOL[ e is"D /C SLR, MALL
ALT. SECTION "8 -B"
PVC
1\
'& •
500'
SLAT
K-.030'
PARTS
5 I D E
2 00
V
t /c � U
C 3.4.1
MULLION PURLIN
ALLOY 6063 -T6
NOTE: WITH STEEL CHANNEL INSERT
THE ALLOWABLE SPAN 15
WHEN SPACED 4' -0" C/C
in \/' 51sT= OF
\LOFT %, LS
\' 1
\FI) E
ATE 12
72 IORAWN R.S.loE51GN
.IC
R A I L 5
ECK
CONTRACTOR SHALL L E IONS
AT BITE BEFORE PROCEEDINGWITNWORK.
SPECIFICATIONS
I) THIS SHUTTER WAS DESIGNED IN ACCORDANCE WITH THE
SOUTH FLORIDA BUILDING CODE.
2) DEFLECTION:
MAIN MEMBERS L /180
SECONDARY MEMBERS L /80
3) ALL BOLTS B NUTS B WASHERS SHALL BE NON MAG-
NETIC STAINLESS STEEL OR ALUMINUM ALLOY 2024 -04.
4) DESIGN CRITERIA FOR ALUMINUM:- MINIMUM MECHANICAL
PROPERTIES B SAFETY FACTORS ARE IN ACCORDANCE
WITH THE "ALUMINUM CONSTRUCTION MANUAL, 1967 ED.
5) ALUMINUM SURFACES TO BE PLACED IN CONTACT WITH
STEEL SHALL BE GIVEN ONE COAT OF ZINC CHROMATE
PRIMER IN ACCORDANCE WITH FEDERAL SPEC N0.
TT -P -645, OR THE EQUIVALENT.
6) ALUMINUM ALLOYS - ALL EXTRUSIONS SHALL BE ALLOY
6063 - T5 AND ALL SHEET SHALL BE ALLOY 5050-
634 EXCEPT AS NOTED.
7) ALL CONCRETE ANCHORS SHALL BE DIAMOND "HAMMER
DRIVE PINS" I /4 "B 21/4" HAVING AN ALLOWABLE TENSION
OF 400 LBS AND SHEAR OF 300 LBS. OR A DADE
COUNTY APPROVED EQUIVALENT.
81 WELDING SHALL CONFORM TO THE LATEST ASCE
SPECIFICATION FOR WELDING ALUMINUM ALLOY
6063 06
9) SL A T S SHALL BE EXTRUDED RIGID VINYL CHLORID
16. V. C.)
10) MULLION MAY BE USED IN LIEU OF A PURLIN.
ROLLADEN INC.
HIALEAH FLORIDA
CARR SMITH & ASSOCIATES, INC.
CONSULTING ENGINEERS
CORAL GABLES FLORIDA
ILE NO 1 SHEET NO
72206 I of I
MARK V PVC. K LO'SURE
SCHEDULE
OPENING
MAXIMUM
MAXIMUM
HEIGHT
MULLION OR
MULLION OR
ABOVE
PURLIN
PURLIN
GROUND
SPACING C /C
HEIGHT
0 1 5'
61- 0"
1 0 1 -9"
15' - 25'
5 - 8"
10' - 4"
25' -35'
5' -5"
I0' -0"
351- 55 1
5 1 - 3 11
9 1 - 9 0
55'- 75'
5 -0"
9 -7"
75 -100'
4-10"
9 -5"
100' - 150'
4- 8"
9 - 2"
150 - 250'
4 6"
81 -11"
250 -350'
4 4"
8'- 8"
ANGLE STOP D0TTO0 RAIL
E SPACING
I SEE SCHEDULE 1
SPROCKET NAT DE
LOCATED AT ANT ANGLE
PROVIDED :RANTS 00ES
NOT PORN • •0 ANGLE
AT THE UNIVERSAL
NYLON CONNECTOR
W I
UNIVERSAL /
CRANK
SPROCKET
T
OUTSIDE
SIDE RAIL
NIOL
A
3
CO SLAT
1I
STAINLESS STEEL
I—STR•PS
1
1
I 1
I I
ELEVATION
TYPES OF MOUNTINGS
/ IN LEAD SHIELDS
IS c /C.
C 10 505 AT SIDE RAILS
SLATS
IREEL1,
DoT TOW R•IL
A mt * 0 ONE /•5011
•HOLE STOP
ROLLER TUiE
SECTION "A-A"
ROLLER ENCLOSED
FLUSH
ROLLED tl[C":
U
ENCLOSURE 3 - 1 • b,
SHEET ]00 , ] - H i 4
t - 3/0'BOLTS
I I/2 X 11/2"11 I/O
ANGLE ]' L0
/-� /4'OOlT6� It'C /C
OL•T
P— P URLI 0
1 SEE SCHEDULE
ROLLER
ENCLOSURE
INSIDE
CONC. ANCHOR
SECTION "C
IULL BUTT.
NELI -•RC
WELD ALL 510
MULLION CONNECTION
u
EXTERIOR
PURUN CONNECTION
SIMILAR TO MULLION
CONNECTION
10005 ld IB'C /C
OM RAIL
II I 0' OOLTO- TYP
ICI..
put U& %44fiTION
0uLL10D
ODE OCIREDU.E
ALT. SECTION ° B -B"
HOLE IN SLAT FOR FASTENER
SLAT
MULLION
PARTS
SIDE
PURLIN
ALLOY 6063 -T6
NOTE • WITH STEEL CHANNEL INSERT
THE ALLOWANCE SPAN IS II 9
WHEN SPACED 4' -0" C /C.
TO
—.— F
BOTTOM RAIL
R A I L S
SPECIFICATIONS
Gat OLLADEN D INC.
I) THIS SHUTTER WAS DESIGNED IN ACCORDANCE WITH THE
SOUTH FLORIDA BUILDING CODE.
2) DEFLECTION:
MAIN MEMBERS 1./160
SECONDARY MEMBERS L /80
3) ALL BOLTS 8 NUTS 8 WASHERS SHALL BE NON MAG-
NETIC STAINLESS STEEL OR ALUMINUM ALLOY 2024 -T4.
4) DESIGN CRITERIA FOR ALUMINUM: - MINIMUM MECHANICAL
PROPERTIES 8 SAFETY FACTORS ARE IN ACCORDANCE
WITH THE "ALUMINUM CONSTRUCTION MANUAL; 1987 ED.
5) ALUMINUM SURFACES TO BE PLACED IN CONTACT WITH
STEEL SHALL BE GIVEN ONE COAT OF ZINC CHROMATE
PRIMER IN ACCORDANCE WITH FEDERAL SPEC. N0.
TT -P -645, OR THE EQUIVALENT.
6) ALUMINUM ALLOYS:- ALL EXTRUSIONS SHALL BE ALLOY
6063 -T5 AND ALL SHEET SHALL BE ALLOY 5050 -
H34 EXCEPT AS NOTED.
7) ALL CONCRETE ANCHORS SHALL BE DIAMOND "HAMMER
DRIVE PINS "I /4 ". 21/4" HAVING AN ALLOWABLE TENS1.
OF 400 LBS. AND SHEAR OF 300 LBS. OR A DADE
COUNTY APPROVED EQUIVALENT.
8) WELDING SHALL CONFORM TO THE LATEST 0.5.6.E
SPECIFICATION FOR WELDING ALUMINUM ALLOY
6063 T6
9) MULLION MAY BE USED IN LIEU OF A PURLIN.
10) SHUTTERS MAY BE MOTOR DRIVEN, TAPE DRIVEN
OR GEAR DRIVEN.
HIALEAH FLORIDA
CARR SMITH & ASSOCIATES. INC.
CONSULTING ENGINEERS
CORAL OAOLBB FLORIDA
• w70 It IOFIAWN 45.10®ION 0.4.1CHD« 1 OSLO No. 1 .soar Na
CONTRACTOR SMALL INO L 7220711 of I
THE ROLLADEN KLO'SURE