237 NE 100 St (8)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date t)Z DO Job Address Ca E 1O() 5) Tax Folio ) ( 7S P () b o R / h 6 O
Legal Description S SP C. / // / Historically Designated: Yes No X
e Owner/Lessee / Tenant (-,1) (1 I A. (' in Master Permit # 1 /7;11
Owner's Address 3°7 i J 10 0 sT -
Contracting Co.
1 Phone G g 7 0
f
11 S - c d (l v a) 1 . ow S A d d r e s s 7 1 7 3 IOU) . 5 a S -
j� ,
Qualifier DGW l \ I
( Qi 'n V cm mSS# 5 13- "3 R
S t a t e # C . , C � C . c / 4 C(7 9/ Municipal # Competency # Ins. Co.
Architect/Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type (circle one): 4UILDING LLECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION � L 1(1 . 1 \ - C L • \ \ f Y 1 ( z n 4 - u i n A a Lo s Cs
Square Ft $ a
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I
certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
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. Furthermore, I authorize the above -named contractor to do��th- work stat-
signature of owner and/or Condo President Date
Not t • 1 - : I l • !We ' e ident Date
My C saon Ex ��5"'i'f •
OSEPH DAVrFZ
NOTARY PUBLIC STATE OF FLORIDA
COMMISSION NO. CC828525
MY COMMISSION EXP. APR. 21 Z()0�3
FEES: PERMIT RADON
APPROVED:
Zoning Building
Mechanical
C.C.F.
Estimated Cost (value) d 6 '1'00 p 0
to ' ontractor or
•
•
• JOSEPH DAVITZ '
NOTARY PUBLIC STATE OF FLORIDA
COMMISSION NO. CC82
MY COMMISSION EXP. APR 21 11
rr
c
er- Builder
Signature of Con . ctor or Owner- Builder Date
Notary
My Co
NOTARY
Electrical
BOND
TOTAL DUE
Date
Plumbing Engineering
By
By
% WINDOWS • DOORS • SHUTTERS&
7173 N.W. 52nd St. • Miami, FL 33166
(305) 513 -3388 • Fax: (305) 513 -3399
CONTRACTOR'S NAME PHONE #
ADDRESS CITY ZIP
• L R • ( -G' C q /
6b0-- N Vk�1�ic7`� vtKcrnwf
37 )L 3 CoJcv1ef L, — vet" Ckfr — j 007, rye.
�—
kilt) rG: th i,;,/, c ` S
3 ( )L6 Z ((:Lto4 (;),, ut't - � GM ../j. y p T
)< b31 (0k Coitg - LjL t Stuns t etwrf &d Ql
- O p p
READ BEFORE SIGNING. ONLY WRITTEN AGREEMENT WILL BE HONORED.
A ) 't/J' U l (iL
L TATE WINDOWS, DOORS AND SHUTTERS (SALESMAN)
QUOTATION ❑ CONTRACT ❑ 3 6 3 7 4
LEGAL OWNER OF PROPERTY Ho idhe'
JOB NAME
JOB SITV ADDRESS 2 37 Iii. - too S!
CITY t( t 5 ZIP 3 3i3r
FOLIO #
JOB SITE # 3O57 7S 0q '77
WORK # BEEPER #
CELLULAR # FAX #
FAX #
BEEPER #
37 3 CESE;iste.t 2-vc t 3 374-1 L104 C-te(ritaS / 1'E.
i Clear if 141.1 t�J LI- rria vke,
v'fq f C"ru
V
7 4/
LEGAL OWNER OF PROPERTY ONLY DATE
DATE
MATERIAL
TAX
I HAVE READ AND UNDERSTAND THIS CONTRACT
COMPLETELY, INCLUDING THE REVERSE SIDE,
AND AGREE TO ITS TERMS.
Buyer agrees to make payment in full
upon delivery or receipt of the ordered materials.
No terms. No discounts.
C.O.D. AT DELIVERY OR INSTALLATION
BUYER'S INITIALS X
ME tRO3
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Vinyl Tech/Progressive Glass Technology
1070 Technology Drive
Nokomis FL 34275
Your application for Product Approval of: - 3 46 "Se +'in(
Series C -700 OutswingAluminuzn Casement Window - bnpastJ 3/16" Annealed- 1/4" Tempered)
under Chapter 8 of the Metropolitan. Dade County Code governing the use of Alternate Materials and
Types of Construction, and completely described in the plans, specifications and calculations as submitted by:
Applicant, along. with Drawing No. 330, Sheets 1 thru lO of 10. (For listing, see Section 8
of this Notice of Acceptance)
has been recommended for acceptance by the Building Code Compliance office to be used in Dade
County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions
onpage3.
This approval shall not be valid after the expiration date stated below. The Office of Code Compliance
reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for
quality control testing. If this product or material fails to perform in the approved manner, the Code
- Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The
applicant shall re- evaluate this product or material should any ammendments to the South Florida Building
Code be enacted affecting this product or material. The Building Code Compliance Office reserves the
the right to revoke this approval, if it is determined by the Building Code Compliance Office that this
product or material fails to meet the requirements of the South Florida Building Code. The expense of
such testing will be incurred by the manufacturer.
Acceptance No.:97- 0212.01
Expires:04 /16/01
Raul Ro• ' iguez
Product Control Supervisor
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE COMMITTEE
This application for Product Approval has been reviewed by the Metropolitan Dade County Building
Code Compliance Department and approved by the Building Code Committee to be used in Dade
• County, Florida under the conditions set forth above.
Approved: 04/16/98 -1-
Internet mail address: postmaster @buildingcodeonline.com
METROPOLITAN DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901
FAX (305) 375 -2908
PRODUCT CONTROL DIVISION
(305) 375 -2902
FAX (305) 372 -6339
D irector
Building Code Compliance Dept.
Metropolitan Dade County
Homepage: http : / /www.buildingcodeonline.com
Vinyl Tech/Progressive GIass Technology
ACCEPTANCE No.: 97- 0212.01
APPROVED : APR 1 6 1998
EXPIRES APR 1 6 2001
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
This approves an aluminum casement 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 C -700 Outswing Aluminum Casement Window and its components shall be
constructed in strict compliance with the following documents: Drawing No. 330, titled "Vinyl -
Tech Casement Series 700," prepared by Progressive Glass Technology, dated February 12, 1997,
revised March 20, 1998, Sheets 1 through 10 of 10, 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.
4. INSTALLATION
4.1 The aluminum casement window and its components shall be installed in strict compliance
with the approved drawings.
4.2 The installation of this product may or may not require a hurricane protection system. See
Sheets 1 and 2 of the approved drawings.
5. LABELING
Each window 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 order to properly evaluate the installation of this system.
Manue Perez, P.E., Product
Produ. Co trol Division
- 2 -
trol Examiner
Vinyl Tccli/Progressivc Glass Technology ACCEPTANCE No.: 97- 0212.01
APPROVED : APB 1 6 1998
EXPIRES : APR 1 6 2001
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 city, state, and the
following statement: "Miami -Dade County Product Control Approval ", 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 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 prepared, signed and sealed 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 a revision application with appropriate fee) and granted by this office.
5. Any of the following shall also_be grounds for removal of this Acceptance:
a. Unsatisfactory performance of this product or process,
b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other
purposes.- .
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 be
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 Notice of Acceptance consists of pages 1, 2 and this last page 3.
END OF THIS ACCEPTANCE
XOX MAX. SIZE
A
8
C
D
E
38.375
96.000
43.000
22.875
36.875
50.625
84.000
37.000
19.875
49. 125
64.000
60.000
25.000
13.875
62.500
!
X.
63.000
py
6.000
61.500
WINOOW
DIM'S
MAX. SPACING
-11.000
'KHDR
'ELS
4.000
6.000 1 1
\e
D
- 17.000 --
MAX. SPACING
4.000
1 1 1
28.•875 .
4.'00
4.000
4.000
ANCHOR
DIM'S
fit
60.000
- 11.000-
MAX. SPACING
4.000
11.000
4.000
4.000
MAX. SPACING
- -_.- -J 1 1 1 1 1
C
B
X OX
/
z z
28.875
4.
4.000 - F-
1 i
- 6.000
6.000
1 76.000
MAX.
0, 4 SPACING
ANCHOR
DIM'S
6.000
MAX. SPACING
WINDOW
OIM'S
71.000
xx
00
4.000
- 4.000
F 6.000
6.000
6.000
WINOO
DIM'S
16.000
MAX. SPACING
ANCHOR
DIM'S
63.000
MAX.
6.000 -
67.500
WINDOW
DIM''
Mot eriol:
ANCHOR
01M'5
71.000
MAX. SPACING
32.400
34.000
Revisions:
Drown By:
R. s.
Revised By:
D.B.
Vendor No.:
- 6.000
6.000
16.000
MAX.
SPACING
6.000
ANCHOR
D1M's
Dote:
2/12/97
0 3/20/98
scotc:
N.T.S
x
CIossircotion:
Description:
SMALL MISSLE 1MPACT WINDOWS
1.) GLAZING: 1/4" TEMPERED
2.) CONFIGURATIONS: X,XX,XOX
3.) DESIGN PRESSURE RATING:
+75 P.S.F., -75 P.S.F.
9.) ANCHORS:
MAX. 6" FROM EACH CORNER
2 ANCHORS 4 " APART, 4" FROM EACH MEETING RAIL
MAX. SPACING AT HEAD & SILL: 11.000
. MAX. SPACING AT JAMBS: 16.000
5.) NO HURRICANE PROTECTION DEVICES REQUIRED
30 FEET & ABOVE.
LARGE MISSLE IMPACT WINDOWS
1.) GLAZING: 3/16" SENTRY GLASS
2.) CONFIGURATIONS: X,):X,XOX
3.) DESIGN PRESSURE RATING':
MAX. +60 P.S.F., -60 P.S.F.
4.) ANCHORS:
MAX. 6" FROM EACH CORNER
2 ANCHORS 4" APART, 4" FROM EACH MEETING RAIL
MAX. SPACING AT HEAD & SILL: 11.000
MAX. SPACING AT JAMBS: 16.000
5.) NO HURRICANE PROTECTION DEVICES REQUIRED.
1braAalva a Ownr x,/ Endow,:
Address: P.O. BOX 1529
NnW()lI1c -+ 7 A
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DAT A P
BY
PRODU I C FITROL DIVISION
BUILDING CODE COMPLIANCE OF ICE
ACCEPTANCE NO q-n 1
Prod. Category: Series /ModcL
CASE 700
° progressive CIA 4 ZS' technology
It
FRONT VIEWS, ELEVATION
1 Size: lOro ,ring No.:
w.,+«e.., .r S(7.6711* a.+a. O. 7604.,
sheet:
7,10
TYPICAL MAIN
FRAME CORNER
TYPICAL SASH CORNER
I TEMj VT #
9
3
5
6 ,7CORNMSM
7 4C ORNN
60200K
9 60150K
i 0
1 7I:EEP
l
7CAOR/L
74 7TRAK
1 5 1 7CEHG
7 6
77
78
19
20
24
25
610228
69999
6Q 5_14
781 PQA
7CORNMLG
6FR MBK
770576PPA
21 1 610001
2% 76778A
65 7 07W
6503W
607181
26 601308K
. 27 7PWSW
DESCRIPTION
FRAME HEAD, SILL, JAMB
FRAAIE MEETING RAIL
SASH HEAD. SILL. JAMB
8x1 1/2 SCREW PAN HD. OUAD.
LG. MAIN FRM, CORNER KEY
PLASTIC MAIN FRM. CORNER KF)'
SA SH HEX, 1VFAIHER STRIP
SASH SIDE /SILL WEATHER STRIP
MAIN FRAM_ BULB WEATHER STRIP
SASH LCICK. KEEPER
CASEMENT OPER. RT/LEFT
OPERATOR GUIDE TRACK
5 T 4NDARD HINCE
10x5/16 .SCREW PAN HD. PHIL
3/16" ANNEALED CLASS
1/4" TEMP. GLASS
DSB GLASS
FIXED LIGHT INSERT
6x 1 7/8 SCREW BUGLE TEC
058 ROLLED ALUM. GLAZING BEAD
3/75 ROLLED ALUM. GLAZING BEAD
EXT.' Al UM. GLAZING BEAD
#6x7/8 FLT. HD. PHIL.
1 /4 ROLLED ALUM. GLAZING BEAD
28 1 65133
VENDOR
ALUMAX EXTRUSIONS
AL UMAX EXTRUSIONS
A! I WAX FXTR(l SIONS
FASTEC INDUSTRIAL CORP.
PRECISION FABRICATION
SM. MAIN FRM /SASH CORNER KEY PRECISION FABRICATION
VW! - TECH. / PCT
SC , L c GEL CORP_
SCHLEGEL CORP.
PROTOTYPE PLASTICS
11
49004
SASH LOCK
VINYL - TECH. / PC
TRUTH HARDWARE
TRUTH HARDWARE
TRUTH HARDWARE
TRUTH HARDWARE
MERCHANTS FASTENER CORP.
PPG. LOF
3/75" ANNEALED W\ DuPONT 457 FILM [ ( AM. RI- ROMA G. VFRIU)M
PPG. LOF
PPG, LOF
ALUMAX EXTRUSIONS
AQUA FASTENERS
FLORIDA SCREEN
FLORIDA SCREEN
/'-DAL EXTRUSIONS
FOAM TAPE ADHESIVE 1 -SIDE
FRANK, LOWE
FASTEC INDUSTRIES
FLORIDA SCREEN
A
4
Revised By:
Vendor fro.:
Do:-
2
Do 1s2
9
Seok:
N.T.S
1
CIo s s ifico lion:
De script:on:
VENDOR #1
AF-10228
AF -9999
F - Q5 7
4 CORNN
0 2 _00x7QO
0150x190
FP -176 BLACI 1
315
208000
23 -19- 23 -0029
30175
35.10.00. 101
AF- 10007
SH05 107
H0.5 -030 1
GAS - 4.3
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DAT. I , 39
9 i
BY _ Yt . ' : /i
PRODU
BUILDING CODE COMPLIANCE 1 FICE
ACCEPTANCE NO 9 -())a.() I
Wd.t met W CL ✓I 11-.J Lacks, et
NTROL DIVISION
Prod. Colegg
CA ry: 'Series/Model:
700
CASEMENT XOX
Address: P.O. BOX 1529
IVOKOMIS. FI 7 ,47 - 7 z
progressive
Site:
Ilem:
Drowing fro.:
- 7
iShee
K
C=1
S technoiagy E
Y.MKtv .1 St 2/.171 I On taw on.
of 10 1
I •
.36. 125
fA(VG
1.0.60 W.V.
SECTION C —C
7=. 5 14-1.X.
SECTION D —D
35.6:3
SECTION E —E
Revisions:
l.loleriol:
Drown By:
� R. S.
Revise
Vend I No.:
Dote:
2/12/97
Dot 59/ —
scolc:
.5X
Description:
7l
li
.33.325
C105r11icolion: 'Prod. Co�gory:
u✓..ta 0.i3y :h✓
e:5
HORIZONTAL ONTAL SECTIONS
Add:e -_: P.O. BOX 1529
IVOKnly IS Ft 3 A27 A.
l'rogr ess;.•e
Ao.�a
ISeries/Model: llem:
7n0 SECTS.
R
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DvT % eR
BY
PRODU',T !KTROL DIV!S ;ON
BUILDING CODE n COMPLIANCE 0 CE
ACCEPTANCE NO 4 /) ? 12.01
Oro wins" No.:
7 7 rl
Sled../ .1 Mb. Ca, ri.t:.,
Shccl:
LASS technology
?O
N
00 MAX.
SECTION A -A
GLAZING OPTION!: ()SS
.250 MAX.
SHIM SPACE
.250 MAX.
SHIM SPACE
1
64.00 MAX.
v
SECTION B -B
GLAZING OPTION: DSB
.250 MAX.
SHIM SPACE
.250 MAX.
SHIM SPACE
I3
GLAZING OPTION: 3/16"
GLAZING OPTION: 1/4"
r.
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DAT. i PRIL 1
BY
PRODUP T NTROL DIVISION
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO 97 - b2 1 '• £ 1
GLAZING OPTION: "SENTRY GLASS"
Revisions:
l.lo t eriol:
Drown By:
R. .s.
Revised By d
Vendor No.:
Dote: Description:
2/12/97
Dotq /9/
S. ote:
.5X
KrLGC� fl OALr.i, lfi
Clossificolion: Prod. Cotegory: Series/Model:
ALUM. I CA 1 700
VERTICAL SECTIONS
.;"r s P.O. BOX • 1529
IVOY,OMJS, FL. 34274
progressive gLj S'S (echn 0lo.
v3...41c4,.8 .1 St.r *, d J oe!o. Or" ri134.3
Item
SECT.
Sheet:
5 of 10
Size: nrow:n f•lo.; �ii!v.:
R ��n a
Window
1Heights
+
19.125
(2) j
20.000
- • Window Widths
\Windo>s' Widths
(2) ,
26.500
. (2) j
30.000
19.125
37.000
(6)
40.000
(6)
42.000
(6)
43.000
(6)
50.000
(6)
53.125
(S)
60.000
(8)
72.000
(10)
74.500
(10)
26.000
(2)
- 140.00
4 104.00
- 135.00
+ 104.00
- 135.00
+ 104.00
- 120.45
+ 104.00
- 1 1 1.01
+ 104.00
- 98.33
+ 9S.33
- 77.09
+ 77.09
- 53.53
+ 53.53
- 50.00
+ 50.00
38.375
(2)
- 135.00
+ 104.00
- 130.00
+ 1 04.00
- 130.00
. 104.00
- 120.45
+ 104.00
- 1 1 1.01
+ 104.00
- 93.33
+ 9S.33
- 77.09
+ 77.09 - 53.53
_ 53.53
- 50.00
+ 50.00
50.6'' -5
(3)
- 330.60
+ 104.00
- 130.00
+ 104.00
- 126.32
+ 104.00
- 1 15.25
+ 104.00
- 1 1 1.01
+ 104.00
- 98.33
+ 9S.33
- 77.09
+ 77.09
- 53.53
+ 53.53
- 50.00
a- 50.00
63.000
(4)
- 107.47
-I- 104.00
- 100.31
+ 100.31
- 96.93
+ 96.93
- 87.30
+ S7.30
- 34.64
+ 34.64
- 30.92
+ 30.92
- 73.00
+ 73.00
- 53.53
+ 53.53
- 50.00
-1- 50.00
76.000
(5)
- 36.54
_. 56.54
- 30.96
+ 50.96
- 77.69
+ 77.69
- 69.57
+ 69.57
- 67.33
+ 67.31
- 64.14
+ 64.14
- 53.39
+ 53.39
- 45.00
48.00
- 46.00
+ 46.00
Window
Heigh ts
+
19.125
(2) j
20.000
- • Window Widths
Window Widths
(2) ,
26.500
. (2) j
30.000
19.125
37.000
(4)
40.000
(4)
42.000
(4)
43.000
(-1)
50.000
(4)
53.325
(6)
60.000
(6)
72.000
(6)
74.500
(
26.000
(2)
- 140.00
+ 304.00
-335.00
= 104.00
- 135.00
1 104.00
- 120.45
+ 104.00
- 3 3 1.01
+ 104.00
- 93.33
1 93.33
- 77.09
+ 77.09
- 53.53
+ 53.53
- 50.00
+ 50.00
3S.375
(2)
- 135.00
+ 104.00
- 130.00
4 104.00
- 3 30.00
+ 104.00
- 120.45
+ 304.00
- 131.01
1 104.00
- 93.33
19S.33
- 77.09
+ 77.09
- 53.53
_ 53.53
- 50.00
+ 50.00
50.625
(3)
- 130.00
+ 104.00
- 130.00
+ 104.00
- 3 26.82
+ 104.00
- 315.28
+ 304.00
- 111.01
+ 104.00
- 93.33
+ 93.33
- 77.09
+ 77.09
- 53.53
+ 53.53
- 50.00
+ 50.00
63.000
(4)
- 3 07.4 7
1 104.00
- 100.31
1 100.31
- 96.93
+ 96.93
- 37.30
+ S7.30
- 34.64
+ 84.64
- S0.92
+ 80.92
- 73.00
+ 73.00
- 53.53
+ 53.53
- 50.00
+ 50.00
76.000
(5)
- S6.54
+ S6.54
- 30.96
+ S0.96
- 77.69
+ 77.69
- 69.57
1 69.57
- 67.31
+ 67.31
- 64.14
+ 64.14
- 55.39
+ 53.39
- 43.00
+ 43.00
- 46.00
+ 46.00
Window
Heights
+
19.125
(2) j
20.000
- • Window Widths
24.000
(2) ,
26.500
. (2) j
30.000
19.125
(3)
20.000
(3)
24.000
(3)
26.500
(3)
30.000
(4)
32.000
(4)
34.000
(4)
36.000
(4)
:26.000
(2)
- 340.00
+ 104.00
- 140.00
+ 104.00
- 120.45
+ 104.00
- 93.83
+ 93.33
- 73713
+ 73.43
- 70.22
+ 70.22
- 63.53
+ 63.53
- 53.01
+ 58.01
-33.375
(3)
- 140.00
_ 104.00
- 340.00
_ 104.00
- 3 20.4 5
= 3 04.00
- 93.79
_ 95.79
+ - 77.09
+ 77.09
- 67.75
+ 67.75
- 60.02
+ 60.02
- 53.53
+ 53.53
50.625
(4)
- 136.07
1 104.00 - 131.52
4- 104.00
- 1 1 5.28
1 304.00
- 93.79
+ 9S.79
- 77.09
+ 77.09
- 67.75
+ 67.75 - 60.02
+ 60.02
- 53.53
+ 53.53
63.000
(5)
- 304.56
+ /04.00 ' - 100.51
+ 1 00.31
- S7.30
+ S7.30
- 81.06
+ 31.06
- 74.21
+ 74.21
67.75
+ 67.75 - 60.02
+ 60.02
- 53.53
+ 53.53
76.000
(6)
- S4.10
+ 34.10 - 30.96
+ 30.96
- 69.57
+ 69.57
- 64.26
+ 64.26
- 58.39
+ 5S.39
- 55.66
155.66 - 5127
-I: 53.27
j - 51.13
+ 51.13
Heights
+
19.125
(2) j
20.000
(2)
24.000
(2) ,
26.500
. (2) j
30.000
(2)
32.000
(2)
34.000
(2) j ' 36.000
(2)
26.000
(2)
- 140.00
+ 104.00 ,
- 140.00
+ 104.00
- 120.45
+ 104.00 j
- 93.33
+ 93.33 1
- 7S.4S
+ 78.43
- 70.22
+ 70.22
- 63.53
+ 63.53 - 58.01
+ 53.01
33.375
(3)
- 140.00
_ 104.00 j
- 140.00
+ 104.00
- 1 20.4 5
+ 104.00 j
- 93.79
_ 93.79 j
- 77.09
+ 77.09
- 67.75
. + 67.75
j - 60.02
+ 60.02
- 53.53
+ 53.53 .
50.625
(4)
- 136.07
+ 104.00
- 131.52
+ 104.00
- 115.2S
+ 104.00
- 9S.79 .
+ 9S.79
- 77.09
+ 77.09
- 67.75
+ 67.75
1 - 60.02
+ 60.02
- 53.53
153.53
63.000
(5) j - 104.56
+ 104.00
- 100.51
+ 100.51 - S7.30
1 57.30
- S1.06
+ 31.06
- 74.21
+ 74.21
- 67.75
+ 67.75
- 60.02
+ 60.02
- 53.53
+ 53.53
76.000
(6) j - 84.10
+ S4.10
- 80.96
+ S0.96 j - 69.57
_ 69.57
j - 6426
+ 64.26
j - 53.39
+ 53.39
- 55.66
+ 55.66
- 53.27
+ 53.27 j - 51.13
+ 51.18
General (NOTE: Numbers in O parentheses are quantify of anchors per side.
Notes: Necativc Design Loads based on Comparative Analysis (psl), and Glass Table 35 -1:.
Positive Design Loads based on Comparative Analysis (ps! ), and 1 \'atcr Tcst Pressure
> \ umbers above are or l0 screws or 311 G" T
apcons.
NOTE: 2 anchors -1" apart, 4" from each side of meeting rail are required. (Total of -1 anchors at each \lcct. Rail)
Max. spaci>:`2 at bead .0 sill at vent = 31.000 Max. spacing at jambs = 16.000
Numbers above are for r12 screws or 1/4" Tapcons.
NOTE: 1 anchor 4.000" on each side of meeting rail are required. (Total of 2 anchors at each Meet. Rail).
r\1az. spacing at head & sill at vent = 16.000 Max. spacing at jambs = 16.000
N above are for r 10 screws or 3/1 G" Tapcons.
NOTE: Anchor.:. 6" from each corner, Max., and as follows:
Max. spacing at head & sill at vent = 11.000
Window
Numbers above are for,' - ;12 screws or 1/4" Tapcons.
NOTE: Anchors 6" from each corner, Max., and as follows:
Max. spacing at bead ,: sill :tt vent = 16.000
Max. spacing at jambs = 16.000
ndow 11'idths
\Tax. spacing at jambs = 16.000
Revisions:
f.(o (eriol:
Drown By:
Revise
Vend ' No.:
Anchors 6" from each corner, Max., and as follows:
Anchors 6" from each corner, Max., and as follows:
Dot
08127/97
Dot q Gy
Seole:
IV . T. S.
Ma Ali■
Clo s sif.cc l :on:
Descriplion:
COMPARATIVE ANALYSIS FOR 76" HIGH CASEMENT
USING 3/16 " ANNEALED GLASS. (NOT FOR IMPACT WINDOWS)
Address: P.O. BOX 7 529
NOKOMIS, FL. 34274
a.croc y., of or.,r ,r.+ La1o�v.r
PPROVED AS COMPLYING WITH THE /
OUTH � I FLORIDA BUILDING CODE
A a•- IL - 19 ,,p \
Y %iii M1
H.000 T •NTROL DIV:S ON I X
sUILDIHG CODE COMPLIANCE OFFICE
ACCEPTANCE NO c7' 07'7-61
Size: Oro wing No.:
?rod. Co yory: Series /:.:od =,: l:em
700 FTL -15 78
3 7n
XX
XX
X OR X
Shee(:
OR X
' progressiveIL Ass lechnolo9y
of 7 O
Window
Heights
37.000
(G)
40.000
(6)
- 12.000
(6)
4S.000
\Window•
(6)
Widths
19.125
37.000
(4)
46.000
(4)
50.000
(6)
53.125
6,
()
60.000
(6) 72.000
(8)
74.500
(
26.000
(2)
- 100.00
+ 100.00
- 95.00
+ 95.00
- 95.00
+ 95.00
- 95.N)
+ 95.00
- 83.30
+ 88.30
- 73.06
. 78.66
- 61.67
+ 61.67
- 42.83
+ 42.83
- 40.00
+ 40.00
33.375
(2)
- 95.00
+ 95.00
- 90.00
+ 911.00
- 90.00
+ 90.00
- S5.00
+ S5.00
- 85.00
+ 85.00
- 7S.66
+ 73.66
- 61.67
+ 61.67
- 42.83
+ 43.83
- 40.60
+ 40.00
50.025
(3)
- S5.00
+ S5.00
- S5.00
+ S5.00 •
- S5.00
+ 85.00
- 71.00
+ 71.00 _
- 60.00
+ 66.00
- 61.00
- 61.00
- 52.00
+ 52.00
- 42.00
+ 42:00
- 40.00
+ 40.00
63.000
(4)
- 79.00
+ 79.00
- 70.00
+ 70.00
- 64.00
+ 64.00
- 54.00
+ 54.00
- 50.00
+ 50.00
- 47.00
+ 47.00
-.40.00
-r 40.00
- 34.00
+ 34.00
-33.00
+ 33.00
76.000
(5)
- 62.00
+ 62.00
- 56.00
+ 56.00
- 52.00
+ 52.00
- 44.00
+ 44.00
- 41.00
+ 41.00
- 39.00
+ 39.00
-35.00
+ 35.00
- 23.00
+ 25.00
- 27.00
+ 27.00
Window
]]eights
--
Window \Wig; the
Window Widths
19.125
37.000
(4)
46.000
(4)
-42.600
(4)
43.000
(4)
50.000
(-1)
53.125
(4)
60.000
(4)
72.000
(6)
74.500
(6)
26.000
(2)
- 1 00.00
+ 100.00
- 95.00
+ 95.00
- 95.00
+ 95.00
- 95.00
+ 95.00
- 33.30
+ 33.30
- 7S.66
+ 78.66
- 61.67
+ 61.67
- 42.83
+42.83
- 40.00
+ 40.00
35.375
(2)
- 95.00
+ 95.00
- 90.00
+ 90.00
- 90.00
+ 90.00
- 35.00
+85.00
- 85.00
+ S5.00
- 73.66
+ 73.66
- 61.67
+ 61.67
- 42.53
+4
- 40.00
+ 40.00
50.625
(2)
- 85.00
+ 85.00
- 85.00
+ S5.00
- S5.00
+ S5.00
- 71.00
+ 71.00
- 66.00
+ 66.00
- 61.00
+ 61.00
- 52.00
+ 52.00
- 42.00
+4'
- 40.00
+ 40.00
63.000
(3)
- 79.00
+ 79.00
- 70.00
+ 70.00
- 64.00
+ 64.00
- 5.4.00
+ 54.00
- 50.00
+ 50.00
- 47.00
+ 47.00
- 40.00
+ 40.00
-34.00
+ 34.00
-33.00
+ 33.00
76.000
(4)
- 62.00
+ 62.00
- 56.00
+ 56.00
- 52.00
+ 52.00
- 44.00
_ 44.00
- 41.00
+ 41.00
- 39.00
+ 39.00
- 35.00
+ 35.00
- 23.00
-1- 28.00
- 27.00
+ 27.00
Window
1l cighis
--
Window Widths
Window Widths
19.125
19.125
(2)
20.000
(2)
24.000
(2)
26.500
(
30.000
(2)
32000
.
(2)
34.000
(2)
36.000
(2)
26.000
(2)
- 100.00
+ 100.00
- 100.00
+ 100.00
- 96.36
+ 96.36
- 79.06
+ 79.06
- 6179
+ 62.79
- 56.13
+ 56.13
- 50.33
+ 50.83
- 46.41
+ 46.41
33.375
(2)
- 100.00
+ 100.00
- 100.00
+ 100.00
- 96.36
+ 96.36
- 79.04
_ 79.04
- 61.67
+ 61.67
- 54.20
+ 54.20
-43.01
+ 4S.01
- 42.83
+ 42.83
50.625
(2)
- 100.00
4 100.00
f - 100.00
+ 100.00
- 92.22
- 69.34
+ 92.22
+ 69.34
- 79.04
- 64.S -1
+ 79.04
+ G4.84
- 61.67
- 59.37
+ 61.67
+ 59.37
- 54.20
- 54.20
+ 54.20
+ 5'..20
- 48.01
- 4S.01
+ 43.01
+ 43.01
- 42.33
- 42.53
+ 42.83
+ -12.83
03.000
(3)
- S3.65
+ S3.65
- S0.65
+ 80.65
( 76.000
(4) { - 67.2S
+ 67.2S
- 6.1.76
+ 64.76
- 55.66
+ 55.66
- 51.41
_ 51.41
- 46.72
+ 46.72
- 44.53
+ 44.53
- 42.62
+ 42.6
-40.94
+ 40.94
]Window
Heights
--
Window Widths
19.125
(3)
20.000
(3)
24.000
(3)
26.500
(3)
30.000
- - 62:79
(4)
+ 62.79
32.000
- 56.18
(4)
+ 56.13
34.000
- 50.83
{-,)
'
+ 50.83
36.000
- 46.41
(4)
+ 46.41
26.000
(2)
- 100.00
+ 100.00
- 100.00
+ 100.00
- 96.36
+ 96.36
- 79.06
+ 79.06
_33.375
(2)
- 100.00
"+ 100.00
- 100.00
+ 100.00
- 96.36
+ 96.36
- 79.04
+ 79.04
- 61.67
+ 61.67
- 54.20
+ 54.20
- 43.01
+43.01
- 42.83
+ 42.83
50.625
(3)
- 100.00
+ 100.00
- 100.00
+ 100.00
- 92.22
+ 92.22
- 79.04
+ 79.04
- 6I.67
+ 61.67
- 54.20
+ 54.20
- 43.01
+ 43.01
- 42.83
+92.83
63.000
(4)
- S3.65
+ 83.65
- 30.65
_ 80.65
- 69.34
+ 69.84
- 64.34
+ 64.54
- 59.37
+ 59.37
- 54.20.
+ 54.20
- 4S.0I
+ 4S.01
- 42.83
+ 42.83
76.000
(5)
- 67.28
+ 67.23
- 64.76
+ 6.1.76
- 55.66
+ 55.66
- 51.41
+ 51.41
- 46.72
+46.72
.- 44.53
+ 44.53
- 42.62
+ 4162
- 40.94
+40.9.7
General NOTE: Numbers in () parentheses a rc quantity of anchors per side.
Notes: Nceativc Design Loads based on Comparative Analysis (psf), and Glass Table 35 -E
Positive Design Leads based on Comparative Analysis (psf), and \Eater Test Pressure.
Numbers ab ove arc f /l G T
or lU screws or �
NOTE: 2 :tnchors 4" apart, 4" from each side of meeting rail are required. (Total of 4 anchors at each Meet. Rail)
1:1x. spacing al head S: sill n1 veto = 11.000
Max. spacing at jambs = 16.000
Numbers above are for t--:r 2 screws or 1/4" Tapcons.
NOTE: 1 anchor 5.000" on each side of meeting rail arc required. (Total of 2 anchors at each .Mret. Rail). Max. spacing at head & sill at vent = 24.000 flax. spacing al jambs = 20.000
Numbers above are for 7;1 screws or / 1G" Tapcons.
NOTE: Anchors 6" from each corner, Max and as follows:
Max. spacing at head & si;l at C111= 11.000
Max. spacing at jambs = 16.000
. um cis abcm e :Ire f or n 1 screws or 1/4 Tapcons.
NOTE: Anchors 6" from each corner, Max., and as follows:
";\ lax. spacing at head & sill at Vcni = 24.000
Max. spacing at jambs = 20.000
Revisions:
Afoleriol:
Dro..n 8y:
Revised 8
t•'cndar Yc
Anchors 6" from each corner, Max., and as follows:
Anchors 6" from each corner, Max., and as follows:
Dole:
08/27/97
Dole: 9�� jp„
SZ N.T.S.
_lossilic
ui.A «s.a a Aodr ti'/ tnea,.c
APPR04EU AS COMPLYING W:TH T11
SOUTH FLORIDA BUILDING CODE
DAT
BY Th 1
PRODU'T CO ROL DIV:S.0"1 X
BUILD] P CODE COMPLIANCE OFFICE
ACCEPTANCE NO c a• o l
Address: P.O. BOX 7529 5iie: i Drawing No.:
NOKOM/S, FL. .34274 R• i 7 n
XX
xx
X OR X
OR Y.
progressive A ss technofogy
u„„ t,re,., of sows .1 Q. Ito. o.»
Prod. Colegory: Serifs /ldodef: 1 11em: Sheet:
700 FTL -1519 7 or 10
Description:
COMPARATIVE ANALYSIS FOR 76" HIGH CASEMENT
USING DSB ANNEALED GLASS. (NOT FOR IMPACT WINDOWS)
Rev.:
Window
Heights
Window
Windo• Widths
19.125
(2)
20.000
(2)
37.000
(6)
40.000
(6)
42.000
(6)
43.000
(6)
50.000
(6)
53.123
(6)
54.000
(6)
60.000
(6)
26.000
())
- 105.19
+ 104.00
- 90.00
+ 90.00
- S1.63
+ 81.63
- 62.50
+ 62.50
- 57.60
+ 57.60
- 51.02
+- 51.02
- 49.33
+ 49.3S
- 40.00
+- 40.00
33.375
(2)
- 105.19
1 104.00
- 90.00
+ 90.00
- 31.63
+ 31.63
- 62.50
+ 62.50
- 57.60
+ 57.60
- 53.02
+ 51.02
- 49.33
_ 49.3S
- 40.00
+40.00
50.625
(3)
- 6S.59
+ 6S.59
- 67.05
+ 67.05
- 66.10
+ 66.10
- 62.50
+ 62.50
- 57.60
+ 57.60
- 51.02
+ 51.02
- 49.3S
+ 49.3S
- 40.00
+ 40.00
63.000.
(4)
-47.13
147.13
-46.12
+46.12
- 45.4S
= 45.48
-43.76
+43.76
-43.24
+43.24
-42.43
+42.48
-4223
+ 42.2S
-40.00
+40.00
64.000
(4)
- 45.57
+ 45.07
- 44.33
+44.33
- 44.27
+ 44.27
- 42.60
-- 42.60
- 42.09
+ -12.09
- 41.35
+ 41.35
- 41.15
4- 41.15
- 39.91
+39.91
Window
1-1cights
Window
Wine() \i
19.125
(2)
20.000
(2)
37.000
(4)
40.000
(4)
42.000
(4)
48.000
(4)
50.000
(4)
53.125
(4)
54.000
(4) 1 60.000
(4)
36.000
(2)
- 105.19
+ 304.00
- 90.00
+ 90.00
- 31.63
+ 31.63
- 62.50
+ 62.50
- 57.60
+ 57.60
- 51.02
+ 51.02
- 49.33
+ 49.3S
- 40.00
+ 40.00
33.373
(2)
-105.19
+ 104.00
- 90.00
+ 90.00
- 31.63
+ 81.63
- 62.50
+ 62.50
- 57.60
+ 57.60
- 51.02
+ 51.02
- 49.33
+49.33
- 40.00
+ 40.00
50.635
(2)
- 63.59
+ 63.59
- 67.05
+ 67.05
- 66.10
+ 66.10
- 62.50
+ 62.50
- 57.60
+ 57.60
- 51.02
+ 51.02
- 49.38
+49.33
- 40.00
+40.00
63.000
(3)
- 47.13
+ 47.13
- 46.12
+ 46.12
- 45.48
+ 45.4S
- 43.76
+ 43.76
- 43.24
+ 43.24
- 42.4S
+ 42.4S
- 42.2S
+ 42.28
- 40.00
+ 40.00
64.000
(3)
- 45.37
+ 45.87
- 44.33
+ 44.8S
- 44.27
+ 44.27
- 42.60
+ 42.60
- 42.09
+ 42.09
- 41.35
+ 41.33
- 41.15
+ 41.15
- 39.91
+ 39.91
\\'ir.dow
Heights
Window
Window Widths
19.125
(2)
20.000
(2)
19.125
(2)
(
20.000
(2)
24.000
(2)
(2)
26.500
(2)
30.000
(2)
26.000
(2)
- 98.42
+ 93.42
1
- 90.00
+ 90.00
- 62.50
+ 62.50
+ 9S.42
- 51.25
+ 51.28
- 40.72
+ 40.72
3S.375
(2)
- 93.42
+ 98.42
1
- 90.00
190.00
- 62.50
+ 6230
+ 72.37
- 51.26
+ 51.26
- 40.00
+ 40.00
50.625
(2) ( - 74.87
+ 74.37
1
- 72.37
+ 72.37
- 62.50
+ 62.50
- 43.04
- 51.26
+ 51.26
-40.00
+ 40.00
63.000
(3) - 57.53
+ 53.17
(
- 55.
= 51.26
- 45.04
+ 44.39
J
- 44.60
+41.22
- 40.00
+ 37.74
64.000
(3) I - 56.4S
+ 51.3S
1
- 54.44
1 49.53
- 47.12
+ 42.36
1
- 43.72
+ 39.77
- 40.00
+ 36.39
Window
Heights
Window
19.125
(2)
20.000
(2)
24.000
(3)
26.500
(3)
30.000
(3)
'26.000
(2)
- 9S.42.
+98.42
-90.00
+90.00
- G2.50
+62.50
-51.25
+51.25
-40 72
+ 40.72
- 35.375
(2)
- 9S.42
+ 9S.42
- 90.00
+ 90.00
- 62.50
+ 62.50
- 51.26
+ 51.26
-40.00
+ 40.00
50.625
(3)
- 74.87
+ 74.37
- 72.37
+ 72.37
- 62.50
+ 62.50
- 51.26
+ 51.26
- 40.00
+ 40.00
63.000
(4)
- 57.53
+ 53.17
- 55.47
+ 51.26
- 43.04
+ 44.39
- 44.60
+ 41.22
- 40.00
+ 37.74
64.000
(4) 1 - 56.43
+ 51.35
- 54.44
+ 49.53
- 47.12
+ 42.36
- 43.72
+ 39.77
- 40.00
+ 36.39
•
General NOTE: Numbers in O parentheses arc quantity of anchors per side.
Notes: Negative Design Loads based on Comparative Analysis (psf), and Glass Table 35 -E.
Positive Design Loads based on Comparative Analysis (psf), and Water Test Pressure.
Numbers above ire for ;'10 screws or 3/1 G" Tapcons.
NOTE: 2 anchors 4" apart, 4" from each side of meeting rail are required. (Total of 4 anchors at each Meet. ]:ail) Anchors 6" from each corner, flax. and as follows:
Max. spacing at head & sill at vent = 16.000 Max. spacing al jambs = 16.000
Numbers above are for n] 2 screws or 1 /4" Tapcons.
NOTE: 1 anchor 4.750" on each side of meeting rail are required. (Total of 2 anchors at each ,Meet. Rail).
Max. spacing at head & sill at vent = 22.000 Max. spacing at jambs =
Numbers above are for 410 screws or 3/16" Tapcons.
NOTE: 2 anchors 4" apart, 4" from each side of meeting rail are required. (Total of 4 anchors at each Meet. Rail)
NOTE: Anchors 6" from each corner, Max., and as follows:
Max. spacing at head S sill at vent = 16.000
Max. spacing at jambs = 16.000
,Numbers above are for 4'12 screws or 1.0.." Tapcons.
NOTE: 1 anchor 4.750" on each side of meeting rail are required. (Total of 2 anchors at each \Ices. Rail).
NOTE: Anchors 6" from each corner, Max., and as follows:
Max. spacing, at head & sill at vent = 22.000
24.000
)lax. spacing at jambs = 24.000
Anchors 6" from each corner, Max., and as follows:
Revisions:
!do l r riol:
Vendor No.:
Oc:
08/27/97
Do
Seole:
N. T.
■ ma go
M C'_ =�C
Closziricotion:
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DATr : PR 1 L I - 9 q8
BY / 4. //
PR000 T C ' TROL DIVISION
DUILDI CODE COMPLIANCE OFFICE
ACCEPTANCE NO. qrl 62.1a h l
w.ra La of a.dy n / cm.,,.,
Prod. Co gory:
Address: P.O BOY, 1529
NOKOMI.S Ff 3,i'7
Series /Mode/:
700
size:
R
N
X OR X
Item:
FTL -1535
lOrowing No.:
77n
XX
XX
u,.o,4,ce..f w 5+.,.d J n.,e„ D.e, ,as,.,
Sheet:
X OR X
progressive & A sits lechncllog y
or 1 0
Description:
COMPARATIVE ANALYSIS FOR 64" HIGH CASEMENT
USING 3/1 6 " ANNEALED GLASS. (NOT FOR IMPACT WINDOWS)
�Rc n
Window
31ci, hts
\Vindo) • Widths
60.000
(10)
72.000
(10)
7 -1.000
(10)
84.000
(13) -
96.000
(11)
106.375
(12)
303.000
(12)
l l 1.000
(12)
120.000
(13)
26.000
(2)
130.00
+ ] 01.00
- 1 ] 1.1 ]
+ 304.00
- 10.19
+ 104.00
- 81.63
+ 31.63
- 62.50
+ 62.50
- 50.90
+ 50.90
- 49.33
+ 49.3S
- 46.75
+ 46.75
- 40.00
+ 40.00
38.375
(2)
] 20.53
1 ] 01.00
- 102.00
+ 102.00
- 99.00
+ 99.00
- SI.63
+ 31.63
- 62.50
+ 62.50
- 50.90
+ 50.90
- 49.3S
+ 49.3S
- 46.75
+ 46.75
- 40.00
+ 40.00
50.625
(3)
S 1.84
+ S 1.84
- 72.95
+ 72.93
- 71.00
+ 71.0U
- 61.00
+ 61.00
- 54.00
+ 54.00
- 43.00
+ 43.00
- 47.00
1- 47.00
- -15.00
+ :5.0:i
- 40.00
+ 40.00
63.000
(4)
G 1.78
_ G 1.78
- 54.37
+ 54.17
- 53.16
+ 53.) 6
- 48.00
+ 43.00
- 40.00
+ 40.00
- 33.00
+ 35.00
- 37.00
+ 37.00
- 36.00
+ 36.00
- 34.00
- 34.00
64.000
(4)
60.58
+ 60.53
- 53.06
+ 53.06
- 52.07
+ 52.07
- -17.93
+ -17.93
- 40.00
+ 40.00
- 37.00
+37.30
- 37.00
+ 37.00
- 36.00
- 36.00
- 33.00
+ 33.00
Window
Heights
Window Widths
60.000
(6)
72.000
(7)
74.000
(7)
S-1.000
(7)
96.000
(7)
106.375
(7)
103.000
(7)
113.000
- 46.75
(S)
+ 46.75 _
120.000
(3)
26.000
(2)
- 130.00
+ 104.00
- 111.1 1
+ 104.00
- 1 05.39
+ 104.00
- 81.63
+ 81.63
- 62.50
+ 62.50
- 50.90
+ 50.90
- 49.3S
+ 49.3S
- 40.00
+ 40.00
3S.375
(1)
- 170.53
+ 104.00
- 302.00
+ 1 02.00
- 99.00
+ 99.00
- 33.63
+ 81.63
- 62.50
+ 62.50
- 50.90
+ 50.90
- 49.33
+ 49.33
- 46.75
+ 46.75
- 40.00
4 40.00
50.625
(2)
S 1.54
+ 81.84
72.95
+ 72.95
71.00
+ 71.00
- 61.00
+ 61.00
- 54.00
+ 54.00
- 45.00
+43.00
- 47.00
+ 47.00
- 45.00
+ 45.00
- 40.00
_ 40.00
63.000
(3)
- 61.7S
+61.78
-54.37
+54.17
-53.16
+53.16
-45.00
+43.00
-40.00
+40.00
-3S.00
+33.00
-37.00
+37.00
-36.00
+36.00
-34.00
+34.00_
64.000
(3)
- 60.5S
+ 60.53
- 53.06
+ 53.06
- 52.07
+ 52.07
- 47.93
+ 47.93
- 40.00
-t- 40.00
- 37.00
+ 37.00
- 37.00
+ 37.00
- 36.00
+ 36.00 ^
- 33.00
+ 33.00
General NOTE: Numbers in () parentheses are quantity of anchors per side.
]Notes: Negative Design Loads based on Comparative Analysis (psf), and Glass Table 35 -E.
Positive Design Loads based on Comparative Analysis (psf), and Water Test Pressure.
Numbers above are for 1 O screws or3!3G" Tapcons.
NOTE: 2 anchors 4" apart, 4" from each side of 'meeting, rail are required. (Total of 4 anchors at each Meet. Rail)
Max. spacing at head : sill at vent = 16.000 Max. spacing nt head & sill at center fixed =
Numbers above -ire for rl2 screws or i /-t" 1 apcons.
-NOTE: I anchor 4.750" on each side of meeting rail are required. (rota) of 2 anchors at each sleet. 12ri1). Anchors 6" from each corner, Max., and as follows:
\laa. spacing at head & sill at vent = 22.000 Max. spacing at head & sill at center fixed = 23.000. Max. spacing at jambs = 24.000
Anchors 6" from each corner, Max., as follows:
31.000 i1Inx. spacing at jambs = 36.000
Revisions:
l.fo:eriol:
Dcle:
08 27/97
Dot q T
Scole: N.T.S.
Clos s if t io
Prod. Co C tegory:
Series /model:
700
XOX
xox
APPROVED AS COMPLYING WITH Tlii
UT1 F L ORID
DAT � " it 1 . 9 Lq?
BY � �,,,_!a�
A BUILDING i CODE ! ✓ �
PROD �, 3 INTROL DIVISION 1 !
1 I q
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO. T.2 1e. 41
progressive EL ' :" technoloc y
Kr A.tv. of O,.otlr )4/ (Ades.., w.uloce.,• w S1 a474 o >b• oe saes
llem
FTL -1535
Sheet:
9 G! 10
De s cripbon:
COMPARATIVE ANALYSIS FOR 64'' HIGH CASEMENT
USING 3/16" ANNEALED GLASS. (NOT FOR IMPACT WINDOWS)
Addres:, P.O. BOX 1 5 2 Sit Drowing No.: �Rc
NOKOMIS, FL. 34274 8 330
TYP. HEAD, SILL JAMB
/12 PANHEAD
1.250
MIN.
G
0 •
d
2 x WOOD
BUCK
— mil I - .250
MAX.
TYP. HEAD. SILL JAMB
3/76" TAPCON
NO C'SINK REQ.
1 /4 " TAPCON
NO C'SINK REO.
1.250
MIN.
e
V
O
1.250
MIN.
•
. a1
A
4.
1 x WOOD
- 250 --- — BUCK
MAX.
TYP. HEAD, SILL JAMB
e
250 + 1 x WOOD
MAX. BUCK
TYP. HEAD, SILL JAMB
Revisions:
Mo f eriol:
Drown By
Revised 8
Vendor o.:
Dole:
02/17/97
Di /97
seole:
.5
NOTE: REFERENCE TEST REPORTS & COMPARATIVE
ANALYSIS SHEETS FOR ANCHOR SPACING
& STARTING POINTS_
mon—el
[1ossihcc lion:
Description:
W ✓a ,o o( OrnIr W../ LYeavn
Prod. Colegory:
C
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DAT 11 _ 9�SZ
BY
PROM) .T • ROL DIVISION
BUILDING CODE COMPLIANCE OFFICE
— t
ACCEPTANCE NO +'4 12. v)
5erie s/ .fode1:
700
item:
ANCH.
Address: P- O. BOX 7 529 Size: Dro .4119 No.:
NOKOMIS, FL. 34274 B 330
ss technology
44v1x14.O .1 51o.dcr! • Oaten. 0 , fMl:.a
Sheet:
TYP. CASEMENT ANCHORAGE
1 0 0110
Rev.:
MIAMI -DADE
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Security Windows & Doors CONTRACTOR LICENSING SECTION
5100 NW 72 Avc. (305) 375 -2527 FAX (305) 375 -2558
Miami FL 33166 CONTRACTOR ENFORCEMENT SECTION
(305) 375 -2966 FAX (305) 375 -2908
PRODUCT CONTROL DIVISION
Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339
Aluminum Tube Mullions (non- reinforced)
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 approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at anytime 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 BCCO that this product or material fails to meet the requirements of the South Florida Building
Code.
The expense of such testing will be incurred by the manufacturer.
Acceptance No.:99 -0104.02
Expires:01 /02/2002
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
Approved: 02 /05/1999
1 of 3
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
MIAMI - DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
(305) 375 -2901 FAX (305) 375 -2908
Raul Rodriguez
Chief Product Control Division
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 Dade County, Florida under the conditions set forth above.
rancisco Quintana, R.A.
Director
Miami -Dade County
Building Code Compliance Office
Security Windows & Doors
ACCEPTANCE No.: 99 -01 04.02
FEB 05 1999
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
January 2, 2002
1. SCOPE
1.1 This renews the Notice of Acceptance No. 95- 1213.01, which was issued on January 2, 1996. It
— approves an aluminum mullion without reinforcement, 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
2.1 The Aluminum Tube Mullions without Reinforcement and its components shall be constructed in
strict compliance with the following documents: Drawing No. M95 -08A, titled "Mullion Details ",
prepared by Al- Farooq Corporation, dated September 29, 1995, revised December 6, 1995, sheets 1
through 3 of 3, 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 The design pressure for the mullion and anchor selected must each meet or exceed the pressure
requirement for the opening in which it is to be installed.
4. INSTALLATION
4.1 The aluminum mullion tube without reinforcement and its components shall be installed in strict
compliance with the approved drawings.
4.2 This mullion can be installed as part of an impact resistant unit.
5. LABELING
5.1 Each panel 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 The Notice of Acceptance of each window or door to be attached to the mullion.
6.1.4 Any other documents required by the Building Official or the South Florida Building Code
(SFBC) in order to properly evaluate the installation of this system.
Man 1 Perez, P.E., Produgontrol Examiner
Prod ontrol Division
Security Windows & Doors
ACCEPTANCE No.: 99- 0104.02
APPROVED FEB 0 5 199g
EXPIRES January 2, 2002
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
_1_ Renewal of this Acceptance (approv_al)_Shall be considered after a_renewal _application- has.been. fled -and
original submitted 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 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 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 prepared, signed and sealed 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 a revision application with appropriate fee) and granted by this office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a. Unsatisfactory performance of this product or process.
b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other
purposes.
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 be
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 Notice of Acceptance consists of pages 1 through 3.
END OF THIS ACCEPTANCE
taUe,1 fi-/QA -
Manuel erez, P.E., Product Co. •1 Examiner
Produc of Division
STEP
STEP 1
- STEP 3
STEP 4
SSEP 5
-2000
INSTRUCTIONS;
USE CHARTS ANO GRAPHS AS FOLLOWS_
TYPICAL
GLAZING PRODUCT
1 X 2 X 1/8"
ALUM TUBE
2.000 3.000-
4.000-
MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING
DETERMINE. DESIGN LOAD REQUIRED PER ASCE 7 -88,
FOR PAR711CULAR OPENING.
USE DADE COUNTY APPROVED GLAZING PRODUCTS
MEETING ABOVE LOAD REQUIREMENTS.
USE CONNECTION TO MULLION AS PER PRODUCT
APPROVAL
SPECIFY 14AXIMUU SHILL SPACING_
USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WTFH
DESIGN RATING MORE THAN OEStCN LOAD SPECIFIED
IN STFP 1 ABOVE
USING ANCHOR TYPES ON SHEET 3. AND ANCHOR GRAPHS
ON SHEET 2. SELECT ANCHOR TYPE WITH DESIGN RATING
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE.
1 X 3 X 1/16 x 1/8
ALUM TUBE
I X 4 X 1/16 X 5/32
ALUM TUBE
- r
1.000
e
PR ODUCT RENEWE
ACCEPTANCE Na
--
MATTON DATE • 6 .2o0
i' 1L
� : N yT ROL,DIVI A lt
.. DiJ DE COMPM ~' t
By
APPROVED AS COMPLYING WTH THE
SOUTH FLORIDA MELDING CODE
OA
8Y
PRODU
ONFROL OIV!SIO
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE N0.95 - 12/ .1
RECTANGULAR ALUMINUM TUBE MULLIONS
USING MULLION PROPERTIES ONLY
NOTES:
1. AU. GLAZING PRODUCTS USED WITH THESE MUW0NS MUST
MEET THE APPLICABLE DADE COUNTY REQUIREMENTS
LE WINO LOAD, AIR & WATER INFILTRATION, FORCED ENTRY
RESISTANCE SAFEGUARDS ETC.
2. ANCHOR EMBEDMElIT TO BASE MATERIAL SHALL BE BEYOND
WALL cOVERWC (SRJCCO, TILE ETC.)
3. ANY CONO[iIONS NOT COVERED IN THIS SUBMFTTAL SUBJECT
TO SEPARATE ENGINEERING REVIEW.
4.. ALL MULLIONS To BE ALLOY 6063 —T5.
ENCRIEER HUM■TO(IN FAROOQ
PE f 16.557
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01
0
t°LLLION LOAO CHART
to
I x2 - xIB - ALUK. TUBE
>m ma auu R
N
�ar>•s�aw
■MMEMiN11 Zi!!11!
■!M!! »l111111111111
��1
111111111111111111111i11111i111
1111111111M11111111111111111111111
11111111111i1111111111111111111
it�111 \iiii�li
illy /�1111ii1i
��1111111,11!
l�111�1i1i!! »►i
►���it�iat!ll���
�r��aa►>•�iii!!
20 30 40 S8 613 70 80
TRIBUTARY YIDTH - INCHES
ANCHORS
TYPE A.B. OR C
HORIZONTAL MUWON
GLAZING
PRODUCT
GLAZING
PRODUCT
MULLION SPAN
TRIBUTARY WIDTH - Yfi f VZ
2
VT
V2
Ad' AL
Oh ILZIA:k
v
MULLION LOAD CHART
1111fai11r STEEL SCI).—
111111111111111111111111111111111111111
11li,\i1i111l1
1111111MINI 1111■
1111111i111111111111111
IS) ■111111i1i►111!!!11
11► \1111i11111!!i!
J 1i�1111i11 \11!!
>� 11;•1\!!!11\!!!
a @ ■1111 MINMI 11111
�1ia1�1i11!!�1
e111�1►1f:�i1►aI1
20 321 40 50 60 713 813
TRIBUTARY WIDTH - INCHES
ANCHORS
TYPE A.3. OR C
GLAZING
PRODUCT
LJr
r
GLAZING
PRODUCT
VI
VERRCAL MULLION
vz �
TRIBUTARY WIDTH = W1 + W2
1 - x3 - ALUM. TUBE
2
z
N
J
J
E
tL
U)
a_
nimona !!n i ALUM. TL8E
�.11111!!L ST ...
!1I►l!!!! ■11UIfil
■1111111!!1111!■
lItillllII/!1111!
111111 \1111MI iI!!!!
■111111!!!! 1!111
III111i1l1i11111
a »IISMisIII11111
11111 MIMES f1,�1111i
1I,11il1!l111!!
Slii1 \!\!iMI!!i
!11.111331 A. -.+�G'a� M
11111111,11111111111111 MIMI
11:1111111 ` MINIM
1 NEM
S1i \!1>i1ilitelliM
1k1ie111li1i11
1'11ii11i1ls !!1111i
l.E+E 311 LV!! .II SWIM
ANGtORS TTPE A
IIl1i!!!l111!!
11111111111111111111111111111111111111
111111!!1 ■!!1
11!!1!!! 1!!!
111111!1! 111!1
�111l11111 ■!1!
111!!111 ■11!
01111111111111111111111 01111111111111111111111 11!11
ENIMILI !!
woons1!l111111
i11�11:�1!!i1!!1
x'11'1 \i'i�iiill 1111
��s�� 111
1V'►1�ii►:11:�1 ■!!!
l�+��s. � ���
ai
MULLION LOAD CHART
20 30 40 S0 6.0 70 80
TRIBUTARY NIOTH - - , INCHES
ANCHOR LOAO CART
20 30 40 50 60 70 80
TRIBUTARY t/IOTH - IND-ES
APPROVED AS CQ':PLYiNG WITH THE
SOUTH FLCRIOA 3UILDiNG CODE
OAT
BY
P2oDUC G!1IROL DIVISION
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO V) '
('1
az
rU
20
NC
MULLION LOAD CHART
rrrar�r.� rtJ,inairin
■11i1!l1111111
il;ii111l1�■ ►111►
11111111!llii1111l!
111111i1111►�1i1�
1!111MM 111►1i1111
1►MlIIaII1311111la3111111111
1111111MIUMIIIMIIIIMILION
111112111111113111110111111111111M
i1�s \!i!ll ►1111
1M11 ■1111111 \1161
1►E1i111!l111i
11f�11 \!!►�!!!
223 30 40 50 60 70 80
TRIBUTARY WIDTH - IMO-ES
ANCHOR LOAD CHART
X11115!1111111
111111TG1MIIMII
3111111 \�11►E�1!! »1!
111111j1111�ii1111
11'111-!'l.i11I11\!!!1!
111111!11■111911!!!
111111�\1i1M ■1!!!
111111F�i117111I�11'- �!''!
111 \111 \111 ►'�S1ir!!
1�►11.�1l11 Vi1
1,111111111 \1:1
11 \ \►1i0l►1l1111.�1
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11o;y�l11111i�i1:�
1111►\!1�►II1�1!!
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milamuunsatmenws
■111x! ■11111Ma1'I:
ANCHORS TTPE B
R¢T -•
30 40
TRI8UTARY
4`3Y
PRO
q(MI:M N
t9
CS
CCEPTANCE No- C t -010"k• O Z
' E�TRATION DATE (r • 0 L 2 00
CT CONTROL DTVIST
r E COMPLIANCE O
MULLION LOAD CHART
111111/1
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2 x6 - x2 /8 ALUM. TUBE
Ra 4TCCi czxt.
20 30 ' 40 50 60 76 80
TRIBUTARY '(IOTH - INC}-ES
ANCHOR LOAD CHART
11111►11 \11.,'1=1!
1111 ► >>Z1C15t15t� ►��
1111111111111111IMMIIIIIIIIIII
!l11111il1�i►. ! \111
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1!l11111SS,/1118
1111►1ne111111!
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■11117:111► Yi Antic
1111»►1111ml111
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1111 1111>1r!
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ss� TPE 1 !!! !
ar+QgFCS TYPE G
,Rr-� 1 111111111
70
50 60 70 80 20 36 40 50 60
W ADY
RJE1�E t I IBUTARY uIOTH - INO-ES
oSifi
80
ENCUIEER MUUAYOUN FAROOQ
PE j 36557
Ul <!-
a
t.c.r
z
0 o
Q co
c v o a
w �
� i
C
r-,
N 0 1996
drawing no.
M95 -08A
(3heet 2 of 3
A
2000
MULLION
2 X 2 X 1/8
ALUM ANGLE
1500
2 X 2 X 1 /B"
ALUM ANGLE
MULLION
2 X 2 X 1/8"
ALUM ANGLE
2 -5/8 LONG
PRECAST 'CONC.
SILL
MW
ANCHORS TYPE `A'
1500-1
f 14 S.MS.
1 -1/4" MIN. EMBED INTO WOOD
1/ ANGLE
•d -
e.
3/16 DIA. TAPCON
1 -1 /2" MIPL EMBED
I/ ANGLE
f 14 S.MS.
2/ ANGLE
PRECAST SILL
CONC.
2
MIN
2 X 2 X 1/8"
ALUM ANGLE
f 14 S.M.S.
2/ ANGLE
MULLION
MULLION
2 X -2 X 1/8"
ALUM ANGLE
2 -S /8" LONG
MIN
ANCHORS TYPE
1500 —1
L625
4
14 S.M.S.
I -1/2" MIN. EMBED INTO WOOD
2/ ANGLE
2.000
-
LL
MW
.716
---1 .125 TYP
3.000
MULLON GL F3 (ALT. TO ANGLES)
THIS CUP To FLOAT INSIDE MULLION
(NO SIDE FASTENERS REDO.)
3.000
MULLION
sari
Bil 4
I
_I
Mil
1
. Q
all CONC RE. it OR
CONC. FILLED BLOCKS
• a .
ANCHORS TYPE `C'
2 X2X 1 /8"
ALUM ANGLE
14 S.M.S.
3/ ANGLE
MULLION
2 X 2 X 1 /a"
ALUM ANGLE
3 –S /8" LONG
1500
MSN
NOTCH WOOD BUCK
TO ACCOMODATE CUP ANGLES
TO MASONRY
-
4-
PRODUCT RENEWED
ACCEPTANCE No_ c - Ok O 1 -
EXPIRATION DATE
BY
BUJI
APPROVED AS COMPLYING WITH THE
SOIfTH FLORIDA BUILDING CODE
�q�
DA S _ i ` l9 tc 2
BY
PRODUCT ONTROL DlV!S:ON
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO.9 ? - 1 2_13 _o
3.000
1/.4" gl TAP -
1 -1/4 MIN. EMBED
2/ ANGLE
MW
P
DUCT CONTROL DIVISJ
ODE COMPLIANCE • CE
WOOD 8UC1S$ NOT BY SECURITY ALUM. MUST
SUSTAIN LOADS IMPOSED,
DICtNEFR NUM YOUN FAROOQ
P£ f 16557
o i UJ
drawing no.
M95 -08A
( 3 of 3
Estimated Total cost of improvements $
Zone cubage required
Distance to next nearest building
Maximum live load to be borne by each floor___ _. .
Chairman
Member _______
Member
Council Approved
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approyal 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 Miami
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 Building 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.
Owner's Name and Address f /iP
Registered Architect and /or Engineer
Name and address of licensed contractor__ ' /
Location and legal descrippttion of lot to be built on:
Lot /7 AtiP tinri e I4 Block Subdivision
00
,1Y0-
Date____ / / , 19_
a..+171/04.9
%f v/ /y104
Amount of Permit $
plan Cubage
Size of Building Lot
Nom 7
Street and Number where work is to be done a7 A// 7'7 S7
State work to be done and purpose of building (by floors)
and for no other purpose.
New Building 2 Remodeling Addition C Repairs No. of Stories
To be constructed of e - -. • Kind of foundation Roof Covering
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 permit 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 inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontrac rs, on work -to performed under this
permit, as are licensed by Miami Shores Village.
Remarks ( Signed )'.
STATE OF FLORIDA,
COUNTY OF DADE. I 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 state d are true.
® ,S1
Permit No d t , Date. __. - -°' k—C Read, Sworn to and Subscribed before me.
Disapproved __ _ Date._
t Notary Public, State of Florida
( Signed) % /(� -- i '� C'
Building Inspector - My Commission Expires__
PLAN NG BOARD _ DATE
Member
Member
Member
Date Disapproved
Street__ /vo Sy
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 or faulty
materials and /or workmanship.
FT
110
YP:
NAME: /R0e4pf_.;
TYPE
PLOT PLAN
SP
";? /V 000 Ca
STREET
ADDRESS: V /r/A /o0 ;
LEGAL
LOT /r 1 71 0 A r oP /4
BLOCK
SUBDIVISIONgovis
AWNING SHUTTERS
REDWOOD
ALUMINUM
MAINLINER
IMPERIAL
PRESIDENT
METROWING
METROLINE
PATIO
UNITS WIDTH SLAT PROJ. X BEAM Y BEAM
STYLE
STORM PANELS
24 GA. STEEL
ALUMINUM
ALUMINUM
ARMS
11PIPE PILAS.
1. DRAW OUTLINE OF HOUSE IN BLOCK AND INDICATE DISTANCE TO EACH
LOT LINE.
2. INDICATE ELECTRIC SERVICE FROM POLE TO HOUSE,
3. ON PATIO?' INSTALLATIONS SHOW LOCATION OF SEPTIC TANK AND DISTANCE
FROM HOUSE.