ShuttersPERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Dace
/ Job Address /2-50 ac c 96 9F• Tax Folio // 5206 4'
Legal Description 44 9 /4(..5: •.5: Sec 2.
Owner / r L T -- � • DA1/I ht Ow Master Permit # 72
Owner's Address / 25 0 /1 95 91
Contracting Co. 14 M/ /ZW4/517
Qualifier (lZ JI
Slate #7i 1 ° ' 6Municipal // Competency # 5 /10 S 0 Ins.Co.
Architect /Engineer k/lEb4l/hi,4 AsSoC.44W Address 61 / /l20
Bonding Company ��// Address
Mortgagor /'7l Address
Permit Type(circle one): BUILDING 'LECTRICAL PLUMBING MECHAN ROOFING PAVING FENCE SIGN
s�a,lti 1O
WORK DESCRIPTION M.. 'U-
Square Pt.
APPROVED:
Zoning
9 �
3
Address 3'250 C c5�
SS# 633 -- 4,5 0
PAI1J€1 5 CI)
Estimated Cost(value) (9\7300, 0-
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 he above -named contractor to do the work stated.
Signature of owner and /or Condo Pr4sident
Date:
Vary a to Owner;and /or- -Condo •- Rres ° °" Notary as _ ntracfl6 B . g,
, p ilder
My Commission Expire My Commi s>
ISSIDN
NOTARY PUBLIC STATE OF FLORIDA ice �� � .; 3bluar,� , 19N
MY CONn1I5SI0N EXP. MAY 21,1994 � ^ ' ��
WM.' .,�} Qi h �`� BOP+D'rD THRU TROY F %aI INSURANCE. MC. BONDED THRU GENERAL INS. UND.
r* * * * * * * * * *
Signature of Contractor or Owner- Builder
Date:
Phone 9 '5/ - L/003
FEES: PERMIT L ► RADON C.C.F. r NOTARY TOTAL DUE ( to bo
Fire Other
Buildin Electrical
Mechanical Plumbing Engineering
..r
APPLICATION FOR BUILDING PERMIT
Application is hereby made 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 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.
� // ,19 r l'
Owner's Name and Address ..,...� �i.b � el._T!`f. �'.C? ?!1!-- No l25 P Street - • Ai • q - ate
Registered Architect and /or Engineer ' ii- -'7 ti
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
Date
Name and address of licensed contractor - t 24' .9 • . •'ArP ' /"��
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done___ /.._5.'- 4
State work to be done and purpose of building (by floors) , — f � ' ' X ' !' 4 / 1 A / 1 V i.c% c 3 1 — •
/'`
and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories
To be constructed of Kind of foundation Ros Covering
e
Estimated Total cost of improvements $ 1 Amount of Permit $ 1
Zone cubage required .Plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for aid building. All notices with reference to the buil ng its construction may
be sent to.. arl i -/ ? .C: �.N�� «�3 � �.�1 t * 'Q'1'e? r Klt'� _ 74-f "lit /. �, �
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 5968, Compiled General Laws of Florida, Per anent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contrac rsiemployed 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 th . rk such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontra it , , t n wor performed under this
permit, 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 No Date. - fti 7 Read, Sworn to and Subscribed before me.
Disapproved CT
( Signed) .. J
uilding nspector My Commission Expires
Notary Public, State of Florida
PLANNING BOARD DATE
Chainnan 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 or faulty
materials and /or workmanship.
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date 0 Job Address /2$0 A/6 95779 ST
.
Legal Description.
Owner/Lessee / Tenant ��e li L ��� Master Permit # `T /3E
Owner's Address ,( ' I 6 9 ✓ / t7- CS • /(( CCS 7{ 33 Phone 2 0 5 5 7 7 6 4 AV
6 -6 y fi 14 3c7.5-2 97— -m0'
Contracting Co. __- = `1j 1a'im „■ ddress
Qualifier SS# Phone
State # Municipal # Competency # Ins. Co.
Architect/Engineer Address
Bonding Company
Mortgagor / ✓ /V
Permit Type (circle on BUILDING LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION /? a/ ct (f t4 d D w s .24 / g riO v r
Square Ft. Estimated Cost (valu) .2 ?(j/7
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 the work stated.
ntary as tO rd8ntEiM r1D`Q
�pn P449( A9dG: mod.
My Commis ion Expires:
0 r•� c3'e.
a .. o C1.1:1.... r
•P F Oct
OF f�-
FEES: PERMIT
APPROVED:
Zoning
Mechanical
RADON
Building
C.C.F.
0
1
Tax Folio 1/ j2O9 0/9 O7D 5
Historically Designated: Yes No
Address
Address
Electrical
or Owner - uilder
No as to Contractor or Owner - Builder
My ommission
O• MICHELLE ROSKOVICH
MY COMMISSION # CC 829390
OF P.P- EXPIRES: Apr 25, 2003
1- 8063NOTARY Fla Notary Service & Bonding Co.
NOTARY 0 ® BOND
TOTAL DUE a
66
lo
Date
Date
Plumbing Structural Engineer
Jun 15 01 01:38p DAL AND KATHY 305 - 757 -2010 p.2
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
)aeP / — i7" 17 Job Address / /7e 9 Tax Folio /// 1,,0Ig /!C 4)1/,
regal Description IV 2 f', / g'�� S �' .2.
)wner / Lcsacc / Tenant- V. £/4tJ1O /f `) OW Master Permit # .... - 7 0
)wner's Address / Z'S O (1 6:-: 91'7 - 9 S s Phone 25/ " VOD 3
:on t cac t i ng Co. $EA- ae24/ /4Or,574e, c. 5 }/ °
[ /
phone 6 3 3 '
i'.ite #7? /0 E Municipal 0 Competency 0 qOSU Ina .Co. /2.- L
architect /Engineer enE.ei/7c 4-710 SoC - 'tGS Address 6 1/ /Qv ke ' .1;ide
Bonding Company Address
Nnrtgagor iV --
Permit Type (circle one): BUILDING LECTRICAL PLUMBING MECHAN ROOFING PAVING FENCE SIGN?
aORK DESCRIPTION�1?5 5 - fw . 3,44, n' 25 10
I CI)
Estimated Cost(value) O V
Address
Square Pt.
'ARNING 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 (it 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 he t abovee - named�enntrentor to do the work stated.
Signature of owner and /or Condo Prisident
Date:
Notary . - to Owner ,and /or- -Condo - President •-••-
My
Commission rioTARV PUBLIC STATE OF FLORIDA
MY COMMISSION CXP. MAY 21,199¢
BONDED THRU GENERAL INS. 1u .
* * * * * * *
APPROVED: Fire
Zoning Buildin
Signatur9 f Contractor or Owner Builder
Date: 1 / W
Notary as
My Commis4
ntracib' gu ilder
R ISSION ? N ,.
Abruary ': r . 190
Wh ey new m ov poi t iopgamic.
**
FEES: PERMIT C r , d RADON C.C.P. 1 r'tt NOTARY TOTAL DUE ( t 1 d Q
Other
Electrical
•
MIAMI-GAGE
Binnings Pan American •
2805 N.E.18S St.
Fxpires:02/01/2002
Approved:02 /18/1999
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Miami FL 33163 CONTRACTOR ENFORCEMENT-SECTION
(305) 375 -2966 FAX (305) 37S -290S
Your _application for Product Approval of: PRODUCT CONTROL DIVISION
(3os) 375 -2902
PA -8 Aluminum Mullions = Impact & Non Impact FAX (305) 373.6339
under Chapter 8 of the Code of Mianii -Dade County governing the use of Alternate Materials and Types of
Construction 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 valid after the expiration datestated below. BCCO reserves the right to secure this
product or material at anytime from a jobsite or manufacture'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 the requirements of the South Florida Building
Code. .
The expense of such testing will bt incurred by the manufacturer.
Acceptance No.:99- 0114.01
MIAMI -DADE COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO=DADE FLAGLER BUILDI`G
140. WEST_FLAGLER STREET. St11TE 1603
MIAMI: FLORIDA 13130 -1563
(305) 373 -2901 FAX (305) 375.2903
CONTRACTOR LICENSING SECTION
(305) 375 -2527 FAX (305) 375 -2553
Raul Rodriguez
. Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMINIITTEE
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 -J. Quintana, R.A.
Director
1 of 3 Miami -Dade County
Building Code Compliance Office
Binnings Pan American
ACCEPTANCE No.: 99- 0114.01
APPROVED
EXPIRES
•
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1. SCOPE
1.1 This renews the Notice of Acceptance No. 9S- 0603.10, which %vas issued on November 26, 1998. It
approves a structural clipped mullion system, 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 .jl cations where the pressure requirements, as determined by SFBC Chapter 23, do not
exceed the DesignPressure Rating values indicated in the approved drawings.
. 2.: PRODUCT DESCRIPTION
2.1 The PA-3 Aluminum Mullions (1 -1 /3" x 3 ", 3 -1/2 ", 4" & 4 -1/2 ") —Non Impact Resistant and
the PA- 3 Mullion (1 -1/8" x 4 ") — Impact Resistant and its components shall be
constructed in strict compliance with the following documents: Drawing No.- PA2- DET.DXF titled
"Mullion," prepared by -the manufacturer, dated 01/10/96, revised on 10/22/93, Sheets 1 through 6
of 6, 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:
•
...:: LIMITATIONS .
3.1 ' This approval applies only to,a clipped mullion system used with aluminum' windows manufactured"
by Binnings Pan American with a current Notice of Acceptance, installed as in approved
- drawings.
4. INSTALLATION
4.4 The structural clipped mullion system and its components shall be installed in strict compliance with
the approved drawings.
5. . LABELING
5.1 Each mullion shall bear a permanent label with the manufacturers- 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 The Notice of Acceptance of each window or door attached to mullion ..
6.1.3 . 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.
6.1.4 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.
M el Perez, P. E., Pro
Pro • uct Cnntrnt ll vicinn
FFR i R 19_99
February 01. 200
ontrol Examiner
Binninas Pan American
ACCEPTANCE No.: 99- 0114.01
APPROVED FEB 1 8 X999
EXPIRES Fcbruan• 01.2002
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
I 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 ttatement: "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, inc.luding the
correct installation of the product.
d. . The erigineer who originally prepared, signed and sealed the required documentation initially
submitted, is no Longer practicing the engineering profession.
Any revision of 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.. 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 needs not reseal the copies.
Failure to - comply with an v . _sec tion__ =this Acceptance shall be cause for termination and removal o
Acc eptance.
9. This Notice of Acceptance consists of pages 1, 2 and this last page 3.
END OF THIS ACCEPTANCE
Manuel erez, P. E., Product
Prnd, r nnrrnt t�:..:.:....
frol Examiner
1.1 r
a
1' X 3 1/2' MUL::CN
1' X 3 1/2' hMUL!!CN
•
i
1 X 4' MULLION
4.500'
• 1':X..4' MULLION-
.
MULLION DETAILS 1
re •
ti
.
%%Li. Git /Pa Oa C '.C7 to
}--- -- Wt
�.r zee Q 'a a.• .. ecru a.
aoa : F. F1s11 E
WM. I1.mer s a=.
Coratinci Engem=
9:41114E. Sttt A.e.=XI
Wami 13a
O t p 7 5.57 E13 CS17f ; 3 7 3 h ?1Cr7rf Y.Z
CIfQ R 00s;Lr6 J
MOD
LOAD APPU6AT 1 a W
l
.~
o-
Gener-,.1 Notes:
Z
a
7.
S.
a.
I. Wotan rys: um 1aa beat desgn.d :t sccerdsnea Out Sousa &Agar ;.sae.
'Kant se..d cans:Qatd la 110 men. inteatseea tsax 1. 1.= aaese. tarts
and the mean tool he erd el Um tKBS.nq to egad be er he. %en 43 teat.
Z LuS.ena Waded it Oads :ewer meet Saes a aurtivasnr pret enO mum. sarbb se
Awn boost.
Z M aiste;reen eetttrs:.ns shad be 43-41 oedema noted ethera4e. Fe-t.5 4/1■12S6i
a. 1st .t..t r ;ederca n nt to meet ASA= 1x34 Fa 21.0 4/3.211
D.aign Ueda en meet Z1 atror
The des:in loads Luacatsl to the pert mt.ew duct uatmnst azrsed the drip* Linda
at the iud.:dueal to ndave K these sttandamt cetnomatirs teheiles'.di. . . .
cuss aunt be lnstaded to Rte site tore nos or. as Weirs en alma. 3. -
Feetembhq epeeGeq of the .biro prs uds be tub on met be es re Ote prodad
eaoro•at tar the etndev. Festering et the elude axed are either a /10 t. ben . /mat
or /10 s Sett•Taooinq 5Lti The trinkman length tat the 110 tat is 1 a /1C. The
minimum length tat the 110 Sett— isop:nq SLS Is :/d
to tat the Wowing lialrs Dada
a. 18-43213.03 w
Z13.03 ed ritoio.: soeddt1
b. 9a- 031911 red Keeton
. a6— ;123.31 liedzerrd Ro oq K
4. 116-0111.1.= A•tdrq Kutch.
a. 110-110-0=11 8- 01 Amnion Kneee
1. a7- 1327.09 rock rock Mann %Wee 916-47111.00 9071t1.3s lamed Jt en — imaed Si
h. 2i- 0212.01 Impact Jr ge ilea— letp.ct l sotmdd
The anti systems usWowing products
a
nein.. x taw.. — SRLR
I
r
A 1/10/91
I a... • t....
c 13f22/18 PA—id
N IIINNINGS
AMERICAN
T ...,ac. .o.61h... 4a10+a0'. a••
1 - -- ""' -- - N.a.=... —te s . � . - -
- 11Le • . xt
trued•• GMta Oat4.17x
IMAM =
CO . -a am= n3'1 - gt • ro
GENERAL
I ' "`'''h"" p •
PRODUCT R.ENEWED
/0 J /rCCi
Ey \ /1/ : ,
,— ;14-71=
= JS CP17 f WU( :xr
Stith ITC '( I ((//
.. � � s! tg�
..
P.O. fiat 63ona
2305 11.E. 18 514 Street
Flartde 331
(305)931 -2350
Isar,
t - Cf S
1 a'`' 10,22/70
I
•1
C.375
9/1e•
C1.12.3"
a.►ee•
0.100
woe.t 2224 2414 / 1442
P...:.:s P1.4 K u
.
t
eqo
0.2 O• -�-1
nLLLpc rt,A1 n d7
0.190• --• 1•-•
/4 2 SAPPNO
1t ►CJ 2
P/44 .601.00
FASTENERS
5/8'
0.550
11 14AL
t0 114
• at. a PC4
MCI - tsr. 4 ►at
1742.
�-- 2.0 ----i
.It
1
r
=
U
Ci
C
CUP FABRICATION
• • • • •
• • e
•.
• • •
• • •
•
• • A . •
• • • • • • •
• • •• • e
• •
•
• s•
• •
• •
G
•.
• • e . •
• • • 4 • 4
• • •
•
•
•
r sow
.uc
2• si 1 /4• . .
•
t J 1 • 2 1 fir P42$1 SUS
4. 2frt
1.2440 6M+42t1 124 1273
CUSS ALLATION FOR 3X WOOD BUCK J
r 03•.0
-- 0.550
0550"
i, 4 : t 1n .•414 1,G
f1;Fta
IX 44*J
TIM
- -J:550
W //.1
o+c
0.550
il l sot -�
sr ex. 2►n
2443.
cup: 4 PER
14 41.0 P•axc
1 -•. er 144••t:
0 r- 0 . 1
2.0 'P•
O
�--- 2.0" t
N
0.125"
•
•
•
•
•
• e
• • • • •
. A • • • e
•
• • •
r•• • e
• 0• •
• • • . •
• •. • •e •
•
n • •
1 •
. • •
•
• . •
rma my
1/t•
1 4. 2
M. 1 lie 040.
2 PP0 0.0.
14.0 c PM1IK 1244 %as
CUP INSTALLATION OR MASO�N
APPRCYL'0 AS CO WITH Y
SOUTH FLORIDA 8U1101 CODE
OAT • - . - -- - 1 1 {
8r -• --
Pa001. COr.IRCL OIYISION
80IL13:t4 C00£ CO5IPtlNYCE OFR
ACCEP
OTANCE ASHER NO. 4`s" 6` 6 •l0
RSY. E.
Wt d. M. L1EYERS P.E.
Consulting Engineers
9301 N.E. 6th Ave. C•300
Miami Shares. FL 33138
.P05)758-3117 55; 4006 302•282
/V - O
/ /7 6S
A
D21:1r'.TION DATE' o.
ev
„
' •
• • • et
A..�t••4 1111
PJS
H111.1
/I
t�
i -CKT 711
10
K a •TO
96
E
0.550
. ALL XI POI
12 MAL
110 M Y'
7 at 2 POI
444C11 CU': • PO
1242. t7
TIM , P` ar P S=. fe
.550
P aZt
cxa to as o
RINNIN
cr...• pyre 1244./
1
1
a
1. 1
4
• •1
7/21
•
•
• •
'mg C•2y►w t.,4 .a•b
UULLION - ALL
•
• •. e
• • a
•
• • • •
ANCHORING DETAILS
elf C
ILCX
10.120)
2* X 1h. •
taw 1:100C1:100C212 P. 1144 tae
m 1i
mast 7
1 CUP INSTALLATION FOR 1X WOOD BUCK
OR A/K*11NC LESS 114.4V1 2x
70 . 0 0L 2 PO
N01 tit 4 PR.
170.
CUP INSTALLATION FOR STEEL STUD
14• :r)
1 3/4 0r a
p O. ..1•S
J • I /4. 0
i fir'
10 7 ./.•
R !lPMb.1L
•
.s�
..,t.1...r 7 a -
a
a ■
ilr i
P.O. Box 630038
P A N _ _ __2805 N.E. 185tft S tree t
7�h'[E':IZ ICAl\1 T - 1rticmt; Florida - . 33163
•Y-Gi• 7il 44 ..{A IA• Nb41lta.v.I•OCI•ac00•P. (305)931 -2350
4OFa
Saar M Ihomi..r
10/22/96 . PA - 3.0
0....4 as ..1..1
PA2- OET.OxF
Oster
1
3
ra
T;
0
0.
0
3
3
0
0
Jamb Detail
Typical Double / Tripe Detail
JP
JLLA+. 2 /.CF . (2) PER Et0
110 X i /4' sar TAPP•:C SYS
(2) PVT CUP (4) Pv (10
( I4 S 1 t/r P1P14 W0 SCREW
00 (2) PER CUP (4) � 0 0
.iamb Detail
Typical Sic Detail
Roar. E. RSHEl
WN. Lt.44EXERS P._.
Cowswrg Ergync
230t N E.EatA._C•=
Snorer FL =IZA
(05175! -31 t 7 SS7.Oci
1..4.44 N
O 444..1 ,-.. 4
In
10101
Anna a. I.t.• — 4.r.4
awry
4.e.
10/27/11
moor mearr
0(TAILS
M Iftx.■•••
Generel Notes:
� 11NN[NGS
AMER IC:AN
1. Test Apart Mwnber. AIL 072 - 17
2. Wo ..wrn tamp: 106 3/6"
3. tte:.rwtn IrdtT: 110 3/16'
t. Yer:..wn C..:gn Pressure: •62 / -64
3. rsr Ww*nat:on en mote let:on raav:romant.
eas M.w PA - 11.1 t PA - 1.2.2
6. 410TE: Ms page "moo= rss:stent erary
PRODUCT RENEWED
C/
L71 .;r10 : DATE 02 -O /- :Aeoy
i �� l.... �._._.. l .....r,._.. I
tM11Jr�s o4P4CT
1 x 4 IMPACT MULLION DETAILS
P.C. Box 63CO38
28C5 N.E. 185th Street
Miami. Florida 33163
(305)931 -2350
PAZ —p T,Oxr•
Arr2Tt(D As C- lrt 4r.Lx
5011114 tt0r?.a tOo.DuC CLUE
rum t c-!2p Qrrs 016
6111t01:4 ewe: Cc ruse Or
4CCi ?Urx( s0 0-.Cy:_f 0 - (
10/72/1
Binninffs Pan American
1 x Mull Performance Charts
340 000
230.000
200 400
e
s
1
L 130 000
100 000
w 0,4
400 000
330 000
340.040
1o.000
200.000
1 30.000
1 t3.0 5I411
M.daa.ae Deelta Pressures H.
0000
:4.00u 23.000 30.000 35.000 40 000 43.000 50.000 60.000 63.000 70 000 73.000
23 000 30 000 35.000 40 000
1 43.S ad1
&UdrmumDesign Preis wet M.
60.000 63.000
io 000. . 73.000
3.ta0 L
000'
442 000'
+ 73.000'
7t 000'
A(uC L
130.000
0.000
20.000 23.000
30.000 33.000 40.000 43.000 30.000 40.000 63.000 70.000 73.000
APPROVED AS
SOUTH FLORIDA.
GATE. e
8! - --
PR000C Otg
73.000 BUILDING COO a
ACCEPTANCE NO.
Date Owes: OU10196 . 11- 0601.01
0.1. Ow= 10122/91 (EET NUMBER: OF 6
OW:I NU.IDER: P.2•DETJCIS
W. ►0.M1atAU.3.ISA4
4.4 Ilaw
Instructions for Perfarntancr Charts
t. Get the postivs and negative pressnra tapsircd tar the a'u do.es. Reglored p should be defined oe dte buddtun I
2. Cct dta a+idmum mind uve aid ds and bcj t of the a4utoaa to be malted . -
3. - Dried oa the Land AppGcawieta on Shed 1.' f .:tannin. \d. '
- 4 . 1 the 3PDte7'^±s4.1t3Pb lw4 (ab41 bars! on 1Ae tenth at du mo t. '
i
3. Octaa e the rose section of the graph has and the aiaJu anemias to abuts d1s mttlnaam pent isa to taiga pnoset. of dt/ ins . ' --
6. The eetuftis% 'Liao mires anal be Awl woe greater than the.required pc twat Obtained in step 1 show. -
Note: Tie desert peesms appZea oat, to the eeaglt arsteec ewJ.ixa woe QDp{r m der swdi.tod t Ttw u.endaa stage wee the ref :teed prsusw bored om
a' .
aep eure- roubsa
• d ........d.. •
300.000
(00.000
30.000
MK M. NEYERS P.E.
Cagzuning Engineer:
9301 !LE. 6th Ave. C•300
Ltiatni Shc103. FL 33138
(905) 7584117 5:; 74005 262 -C282
0.000
30.000 23.000
Jr
30.000
33.000
40.000
Esample.
/ /� /J�,y.�� Two wuuloaa 23' x 49' mulled side by side aide a
//77 ! f required Qesig n pressure of •30.67 -61.00..tuII tatd1
is 19 &[tone= iaisrta4r dGmeuioa 6 23' (using the
Gindcwaidda}
7 - -- - - - The aaeptrb34 mrD would beat :3.00 .tuII _/•
1 . IS .tu11
Maximum Drags Pres sures H-
41.000
w
Die
30.000
Re.ised Br 11.\
60.000
63.000
M B! NNIN(_S
smoloommt
AMERICAN
11 - --...- ••••
I X MULLPERFORMANCE CHARTS
70.000
PO 0.4 610034
3101 Ne 11449:.4
Maxi. F14‘1. 13143
(303 )431.1130
PRO
ACCLW LY
LRAnO.
By
eLt
&NUL
-.a- 62.000'
+73.000'
_44-- 71.000'
CT RENE
DATE
CONT-Ct.
DE COMPt
OMPLTING WIT}{ t
BUILDING =DE
_ 19S
1. OIYtStOY
COMPLIANCE ORD
9 - O6o a•)f
1.000 a 1.300 WULUC 44 94044
•RTIC.t XC•4 0 1 • •100 Swat
I
314.44WC 4044
•
ro • 0.412 Sin
MOM C43
tr 0.C. w8.
Plc on eat •1a
TYPICAL INSTALLATION Sr1 TO SH
TYPICAL INSTALLATION 511 TO FPW
TYPICAL INSTALLATION SH SILL TO FPW HEAD
TYPICAL otSALJA1T0N WS ;MIT
l
1.1883 • IWoa t4,t:.7CN 94C•
146U4418:41 CF t a •100 ..•.-
IPv rukc ware
FM-4
t7tC r+C IVI C
f;o a 4.122 2Ia
♦
MU Oro
t4 at. W4
/ x Ot Px $I8.
TYPtCAL .1NST LL TION AWN TO A
1' P!CAL IN Disr.guArtm F7W TO FPW
Ave
3 FRAtrC 9tt
1.055 • Isco YU&JOM SOON
04584413114:41 CP.1 a ♦105 104G
Ir• 00.41
PR-C .
TYPTCAI. INSTALLATION AWN SILL TO FPw HEA0
sam
M-1
1100 • 3.303 148.1121 0•714M
•48041i3 of 1 • 4m5 SA$C.
•
R!J P•^:C Nara
P.-4
TYPICAL INS .&LLA110N 11S SILL TO FPW HALO
TYPICAL DNSTA1LATICN FPW SILL TO AWN MCAO
IwrC 1
P4-3 04 14,-84 1 -1 P4.-4 OR PR-la
(M38 Mat .IYI
•0-
TYP:CJI INSTAUA1 ON EW TO EW
TYPICAL INSTALLATION AWN TO FPW
TYPICAL INSTALLATION FPW SILL TO
nuts f. E. 1=1SI
4 : Da ./M. . /M. M. MEYERS P.E.
u• 4t 41041 COn'.ulwiq F44n213n
CM. CA PM. art
301 N.E. Eat Ave. C•:hao
Miami Stltro .. FL 3313N
rnr
g1. C -40+15
1.000 • 1005 80.841041 9•C S4
.1 ML41CI8 OF I • 4.003 Salt
5.tit•L..a 0-4 4.14.4
.- - Jw
PJS
114.4.•1 ltyr
irttlt... M. lay..■ FQft
HILL
Aar
1/10/96
11100 a 1500 IM.034 t +C•
46TKW13r1 Cr 1 • 4500 &WC.
1100 • .1.830 841.:X4 trOw
04141A. a 1 • 4 43423 !AK
IaarC :MA
P4-4
FM F.-INC 01443
10 • 0.115 sla
•• now M
teat
F.R. Cn Px SW1
PROD //�'��.�++ ,+r�. v :1104. m YC WO PRODUCLP.2)St FP* 5H 1NFA0
HS mom t.CCE?TA car. to. 97- "014 0J
E73`L?.11T0r PANE � 'icv?AnROYEO AS COMPLYING WITH THE
J � SOUTH OR10A BUILDING +OOE
Sy !� . ._. OA1E_ 01114. i • 19 -
/i7j
/r/ fir
mg, FRIaIC 1YL
P0-4
1900 it 3100 1.34314 PC'C
4438. 841 CF 1 • 4100 SAIL
.7�
DaLa :A..t JH.n1r►
10/22/95 PA-1.2-1
s
£•ly fim•C Awl
PA-1 at P.
NS Ftl/art 448
PA-1♦
TYPICAL INSTALLATION EW TO FPW
TYPICAL INSTALLATION HS 1 HS
P100U
1100 • 1300 11ta1J0. 1C•.1
160K4flOa OF 1 • 4400 LK.
1100 • 7300 *0.14 O• oC$ 1
0■14LLAD•1 OF 1 a {100 Sun.
pa • CLOS SW
•• n10U 000
t4' O.C. WAX
IA. OR Px SIa
no F11AYC ILL
N--4
T30L 01 Ott
PICTTJ+C ul/a
w 1a . Mare :WO
8UIL0.1tG CODE C0. CE OfflCE
.XCCIANCE N09 8 .1 0
Q Q NNFF A4
t100 it 1400 WUCLO11 94R1N
I4304L010 of 1 • 4100 burl
BI NGS.
P.O. Box 630038 .
2805 N.E. 185th Street
- MF-,(Z _- Miam1. :Florida 33163
7u M.. ,,,...,.1,,,,,. LiPM•11 _ (305)931 -2350
P A •:H
Dr . Mar Part Ca.••r
LMSTALI.ATION ---
O N ltd .J.tr raw,. l .A..a 3 OF 6
TYPICAL INSTALLATION DETAILS
0.4444444 •wJpJ Data
PA2- CET.07tF 10/22/06
t
M- MICA
/If s S. 94
• nor 00
1 a' C.C. 1112
CM. O• PA. 04
rPir
. nlM1t KAO
TYPICAL INST. U.AflON £N SILL TO FPW HEAD
/1a . x123 310
4 /7011 00
1. 0.G MAX
Px an FA 114
..rw rum( Sit
r•-3
two 3.300 tun= smarm(
PLr..LL.A IA Of 1 • 4000 fA1rt.
TYPICAL INSTALLATION AwN SILL TO SH HEAD
n 0.14 PU.
►w-3
I4 Mud I1I1.
/0.111
A.M IIIAK 11Ua
M-3 •
TYPICAL INSTALLATION HS SILT. 113 AVM HEAD
t. • 3.700 I u..o. 0C.4
041.14 n01. Cf 1 • 4.033 SANG
•
/10 . 0.I05 214
4' If1C11 00
1I 0.C.• W
Ix 011 PA 04
• 9
I . . 1 91/LAN • • •
11:043AOp1 Of 1 ■ 4200 044.
91 /4111: 140
IA-1♦
1
P4-u
/a • MIS 11101
4 /11011 Oro
Ir a.G wt
►x OM I14. a14
TY?1L711. LYSTAL!ArCN 115 ski TO SH HE1D
'IYP1CIL INSTALLATION SN SILL TO AWN !4 A0
1.070 • 3103 VOLU M 9Cl•
•4741At1C+1 0 1 • 4000 . &wad.
/10 • 0.1231
•• V 4
Ir 0.c. 1LAf
/X CR ►X sl4
- --.." SU'
1200 .• 3.363 •11.1 4 Wate
scsut3AtC11 Of I . . 62700 SAW.
PI ntalC 1400
P4-t. • •
TYPICAL INSTALLATION EW SILL TO FPW HEAD
MS 1MK MC.O
/4-l.
• TYPK:I(. WSTAU.i'X:li s4 SL• TO AWN HEAD
111 Mid fit
Pn=1I
1000 . 5000 WUAOM 04041
P11TTU/. 0I1 Of 1 1 4.000 $A t.
IV MK 1144
TYPICAL INSTALLATION HS Sat 1O tW I4tAD
0�
1
/.a . 0.23 96
♦ /WW 0•
111 O.. Ii.ut
►x 01 Pit. 9.!
94
11104 Rif
I..-1•
1200 • 3.300 01.1.1X0 9
POT.W'7GJ. a 1 . 4.030 f.rC.
/10 a 0323 $14
4 11011 00
u• at wit
IA. CA PM. m
rnertawf
Drawn Ow
PJS
/t.•1N..a +>R
NUM
TYPICAL 1NSTALL■TrA EW SILL TO AVM I€.AO
TYPICAL. ?4STAUATION
.1..1t.4o.1r Q- /a/.a jy.
f10t •w• x Y.y.n - T
Bohm
1/10/96
D � 10/22/98
/10 . 0123 00
4. 1.011 00
tr e.e. 1441
7.11. Oa PA. 414
cw rMAMC 140
P•-3
SH SILL TO EW HEAD
/I0 • 0.523 3111
4 /7101 d 0
1. at matt
Tx. 04 P14. 9rs
to /WC IWO
44-3
94 rVLC Sit
4141
TYPICAL INSTALLATION 1PW 5111 TO EW HEA0
1200 . 1700 WU.LWM WW1
00041 12711 01 1 • 4.0W 114.
1.003 • 3.300 KU M 9..tiM
PQIN.LMGI d 1 . 4= sort:
- f
/►11 4414 fit
P•••
D ews Cl.upte
1NSTALITION ---
0.133 sr.
•• 1704 00
fir LC. am
/x CM PA. 9■1
n nt1Mc sit
►A-3 .
1200 • 3= UUL:J011 9 <w
wS�ll3�11 Z' 1 • 4200 3AMC.
314 I44C 1442
B1NNIN
v A ' N
- Mitt i c:.n - tom
TYPICAL INSTAWTIwV HS 5I.L TO EN HEAD
TYPICAL INSTALLATION EW SILL TO H5 HEAD
PRODUCT RENEWED
ACCETTANCENo. - 491 4'Oi
EvntATIoNDATE O .d• V00.
By
r DUCT CONTROL. D
BU°IL • ..- CODE COMPL'. .
P1 nom /4.23 Cab{.ryt 24.17/Y414 Mows
YUUION ALL
Shad llsow&ert PA -1.2 -2 I °"`I' " PA2- CETAXF
ROVED AS COMPIYIHG WITH TTtE
SOUTH FLORIDA BUILDING CODE
DAT . ,. . • to C {�
BY
PROM 1KTtOL 0:: 5:
BUILDING CODE COMh.: ICE OFFICE
1CCEPrANCE f10 - Q (9 0C : 6
• ( 0
P.O. Box 630038
2805 N.E. 185th Street
Miami. Florida - 33163
(305)931 -2350
SAest
2 OF 6
TYPICAL INSTALLATION DETAILS
10/22/08 J
TYPICAL INSTALLATION B'a
1114'4. I. wT •; 1J -
Consud"u7g Engineers
9301 N.E. 6th Ave. C.3G0
91.4 e/......- F1 Twirl
(305) 758-3117 557 -4006 362.6`
/A
•
f9¼\O L v )-N G- u..)
0,50 1\-1 e
fr,,evn ► Shos-Es FL 33/3 s.
74 Sc48
Sk W��aaw
hi4LL 4+14kt
r l
C- , Ms Ex u7
2-wn ` wu4
•0 S 12 Clrr. -yei
CAN ^ (� D•-kN S c X k71
/1 1
?Li So5z,
S '
5f _
� � ► �,ti� S 9-/
(..„,"K.L..-
/1
S3% 3ar /d
s L 4oLJ
Jr
Binnings Pan American
2805 N.E. 185 St.
Miami
FL 33163
Internet mall address: postmaster @buiidingcodeonline.com
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Approved :07 /09/98 -1-
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
Your application for Product Approval of:
Series PA -14 Aluminum Single Hung Window
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. PA- 14DC -01, Sheets 1 thru 8 of 8.
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
on page 3.
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- 1027.09 (Revises No.: 96- 0220.01)
Expires:07 /09/01
Raul RodYiguez
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.
s anger,
Director
Building Code Compliance Dept.
Metropolitan Dade County
Homepage: http : /lwww.buildingcodeonllne.com
•
Binnines Pan American ACCEPTANCE No.: 97- 1027.09
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This renews and revises the Notice of Acceptance No. 96- 0220.01, which was issued on July 18,
1996. This 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 (SFBC), 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 Series PA -14 Aluminum Single Hung Window and its components shall be constructed in
strict compliance with the following documents: Drawing No PA- 14DC -01, Sheets 1 through 8 of 8,
dated 10/22/97, revised on 6/16/98, signed and sealed by Wm. M. Meyers, 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.
4. INSTALLATION
4.1 The aluminum single hung window and its components shall be installed in strict compliance with
the approved drawings.
4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane
protection system.
2
APPROVED JUL 0 9 1998
EXPIRES JUL 0 9 2001
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 order to properly evaluate the installation of this system.
6.1.4
Man 1 Perez, P.E. Product Cpn ro Examiner
Produc Control Division
Binninos Pan American
9. This Notice of Acceptance consists of pages 1 and this last page 3.
J/
Manuel •creZ, P.E. Product
Produ• ' til'rol Division
END OF TIHIS ACCEPTANCE
ACCEPTANCE No.: 97-1027.09
APPROVED • JUL. 0 9 1998
EXPIRES JUL 0 9 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 documentation, including test supporting data. engineering documents, arr no older than
eight (8) year :.
2. Any and all approved products shall be permanently labeled with the manufacturers name, city.state, and the
following statement: "Miami - Dadc County Product Control Approved ", or as spec ifically stated in the
. specific conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a) There has bccn 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 ofthis Acceptance. unless prior written approval has been requested (through the
filing of a revision application with appropriate fee) and granted by this office.
S. 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 purpose.
6. The Notice of Acceptance number preceded by the tvords 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._ _ _
trol Examiner
BUCK
HEIGHT
D.4 wrwr OPEravc
GI-4.1S HEIGHT
SASH
FRA.tlE
O.S.,11
MT
FIxrD
tFAT
F73ED
OPENING
21
91/4
9 7/16
10
19
63.4
23
23
93.7
913/16
1
19 L.
7 111
26
1 211
11 L'4
11 7/16
12
12
8 3/4
24
Ju
:12 U1
1 2 7/16
13
13
9 3/4
31
36
131 /1
13 7/16
16
16
123/1
37
37 3.3
13 13.16
16 1/4
16 3/x
163.3
13 31
381!1
413
17 14
17 7/16
18
IS
14 3/4
41
44
19 U4
19 7/16
20
29
163/4
43
4
21 1.4
21 7116
22
22
18 3/4
19
49 5.1
22 1/16
22 U4
22 3/4
22 3/4
19 111
3013
31
23 1.1
23 7/16
24
24
20 3/4
33 -
33 U.
23
23 416
23 44
23 3/4
22 1/2
36 1/2
37
23 34
23 13/16
26 1/2
26 IC
23 1/4
54
60
271:4
27 7/16
2R
7"
243/4
61
62
2x 14
2x 7:16
29
21
23 3/4
63
64
28 14
30 21/32
29
31
23 3/4
63
68
31 1
34 ICY16
29
33
25 3/4
69
72
28 14 •
3x 18
22 1416
43 3.16
19 4/7
73
73 346
SI 1/4
39 27/32
21
41 13
23 41
74 1'I.
763.8
21 1.4
43 1.32
21
43 5.8
25 3/4
77 5.8
81
22 1.16
32 27/32
22 3/4
33 41
19 1:2
*1
61
Z:1:4
30 21/32
21
31
23 314
83
$44
'11.4
54 2132
21
33
23 3/4
81
Al
'11:4
362L32
29
57
2344
91
PERIM
TYP.
FRAME 0.5.M.
4
2
0
t VI
8
f
0
2
Z
0 W
a
0 Y
U
1-
s
a
OPA -14 SINGLE HUNG VERTICAL SECTION
`
- X P.T. W000 BUCK
3 /16 01l TAPCON
1 1/4 EMBED. UIN.
NOTE: TaS C IRAnON
is USED FOR TA3.E 3 ONLY
1/4 SI%ISI
{ - SPACE MAX.
a
14.90
1466
14 -X1.1
I4 -86-I
6063 T -3
6063 T -3
14-61
14.61 -1
61)63 T-3
1
2
3
4
11.32
14-32-1
6063 T -3
H1 -RISE VET HEAD
3
6
7
8
9
10
11
12
13
14
13
16
17
13
19
FR NIEHEAD
FRAME SILL
$4ENT HEAD
LENT SILL
JI EETLNG RAIL
%LW STOP
FALSE GRID FRAME (HQRIZ.)
FALSE M UNTCI IHORIZONTAL■
VENT RELEASE
MEETING RAIL
SET SILL W.ST.P.
GLASS
SCREEN
FR .MEAND VENT SILL SCREW
VENT STOP SCREW
FOAM PAD
SNAP LATCH
ROLL FORM GLAZING BEAD
IV X14' STTELBAR
1/1' X 13' STEEL. BAR
1
2
4
AS RE170
2
AS REQD
AS REQD
1
13
2
2
AS RE (70
AS REQD
1
Ayr
11.71
14 -71 -I
1
14 -70-1
14.
14-92 -1
1 4-to
1444'1
14 -21124
14 -20'_4
14 -3
14.310)3
1441001
14 -21x17
14-89
14 -89.1
R•. Y.s
A - R .O EVS AS PEN DACE =MTV R[C,3T
VARIES
w.... PJS
Dela 10/22/97
Rw4.4'IP P4S Mim /16/9a
Ansto ammo
A F4 :Y
M Nvwbwr
6063 T -3
6063 T -3
(,63T -3
•6063 T -S
NYLON •
N11ON
NYLON
FIBERGLASS
STEEL
STEEL
POL'IUR.
663T -3
ALUM.
STEEL
STEEL
M Ram /•../ Colmar.
1
OPTIONAL ICAN BE SUBSTITUTED 1k' ITEM 11`11
USED IN CONJUNCTION WTTH ITEM Ct
SEE APPROPRIATE TABLES FOR THICKNESS AND PSF
at X 1' PPHSMS PILOT POINT
al X 3•A' PTHSM
USE (21 AFTER 3T WIDE
OPTIONAL ICANBE SUBSTITUTED VII ITEAISA8R91 -
174 VENIT TOP RAIL (.APPUESTO TABLE 3 ONLY)
IN FR NIEMEETINGR41L (APPLISTOTABLE3ONLY)
� Binnings
I 1 I American
e ica n
P.O. Box 630038
2805 N.E. 185th Street'
Miami, Florida 33163
(305)931 -2350
SwW/Y•f•4
PA-1 4
APP30YED A3 COMPLTUKI Wt1H THE
SOUTH FL02m B1SLDIY-C CODE
BY
PROTJC ''.. :3J. DIY :SiOY
SUILD!713 C::E C042!288CE OFFICE
:.CCETAACi 03. IA21.09
• F
PA -14 SINGLE HUNG VERTICAL ASSEMBLY
I R. oy N....►..: PA- 140C -01 •R- "-' taw* A 2
6 ./♦ 006111.
V •
P.4RTNa
17E11
_E17RUS/O :V *L1C717N!NG
0L:4.177TT NUMRER NL:IIDER ALITER/AL
RE *E4R1C.
HORIZONTAL SECTION BILL OF MATERIAL
PART NO.
2
4
5
6
7
8
9
10
11
12
13
ITEM
FRAME JAMB
VENT JAMB
FALSE MUNTIN (VERT.)
VENT BOTTOM GUIDE
VENT TOP GUIDE
GLASS •
VENT JAA1B WEATHER STRIP
VENT HEAD ASSEMBLY SCREW
MEETING ASSEMBLY SCREW
ROLL FORM GLAZ'G BEAD
BLOCK & TACKLE BALANCE
DUST PLUG
OUANTITY
2
AS REQ D
2
2
2
2
2
2
£'tTRUSION
AMBER
14-51
14-49
14-88
14 -5018
14 -5015
08-2010
14 -8003
14 -8002
MB- 059 -(0651
14 -2008
MACHINING
NUMBER
14 -51 -1
14 -49-1
14 -88-1
MATERIAL
6063 T -5
6063 T -5
6063 T -5
NYLON
NYLON
STEEL
NYLON
ALUM.
VARIES
NYLON
REMARKS
USED IN CONJUNCTION WITH ITEM 43
48 X 1" PPHSSIS PILOT POINT
88 X 3/4' PTHSMS `B'
OPTIONAL (CAN BE SUBSTITUTED WITH ITEMS #3 & 4)
01 1
— F__1/4 GL- ASS BATE I)P.
1.S00 --
aanmm
`O —
akm uon
uams,v
.• o
•
BUCK DIMENSION
GLASS WIDTH
DAYUGHT OPENING
FRAME O.S.M.
EDElecliglaLIVIIIIMEMBIaLULIL0N
BUCK
114DTH
18 1/8
24
25 1/2_
28
30
32
36
40
44
48
50
5218 •
DAYLIGHT OPENING
VENT
14 5/8
20 1/2
7'
24 4/8
26 4/8
28 1/2
32 1/2
36 1/2
40 1/2
44 1/2
46 1/2
' 48 5/8
FIXED
14 5/8
20 41
24 4/8
26 4,8
28 4/8
32 4
36 4/8
40 4/8
44 4/8
46 4/8
485/8
GI-4S:S It7DTH
VENT
15 1/8
21
22 1/2
25
27
29
33
37
41
45
47 -
49 1/8
FIXED
15 1/8
21
222 1/2
25
27
29
33 •t
37' y:
41 :
45
) 47
49 1/8
SASH
OPENING
15 11/16
21 9/16
23 1/16
25 9/16
27 9/16
29 9/16*
33 9/16
37 9/16
41 9/16
45 9/16
47 9/16
49 11/16
FRAME
O SAI.
19 1/8
25
26 1/2
29
31
33
37
41
45
49
51
53 11
v .
w.wt.w.
A— 13.1 DOC
F �Binnings 13
I 1 American
Now Owe
65SrUPLY
I "_' Clow
I"emi Cobping
S.N.
A'P G/Z COI/.?LYING K"•TH THE
so'Dl FLOBICA SIAM= CODE
51
FEW a ..IROL Oi♦.S.O.Y
BJILDU CC0E'•COsiniA10E•
ACCEPTANCE HO - 1027.0 t
S
C //i //
' P.O. Box 630038
2805 N.E. 185th Street
Pliomi. Florida 33163
(305)931-2350
1 1 I 9 OF H
Yatwvk
VARIES PA -14 SINGLE HUNG HORIZONTAL ASSEMBLY
w.... By w.,
PJS 10/22/97
•w.4..1 Iy. PJS 6/16/98 wrt M.wJwr IO.w.lrr wun4.r PA- 1C-02 T"N.tw.....a A /
FR.4.1/E CONSTRUCTION
Part Name
Material
Consttnalon Details
Head
6063 T -5 Alum.
Butt Joining
Sill
6064 T -5 Alum.
Butt Joining
Jambs
6065 T -5 Alum.
Butt Joining
Corner
Steel
#10 x 1 phphpp
{WEATHER -STRIPPING
,_— Quandtr
Desciption
Location
2 -
Woolp ile
Vent lamb
I
Flap Vinyl
Sill
1
Flap Vinyl
Meeting Rail
2
Dust Plug
_ M eeting Raiff" =
GLAZING MATERIAL
Material
Manufaclurr
Silicone
DOW
Glazing Bead
Buminos Pan-Am
False Muntin Frame
Binning Pan -Am
Glass
2
11.•1RD1WARE , . .
Quantity
Descipdon
_
Location
2
Snap Latch
_
Veal Sill
2
Balances
Vent Jamb
2
Vent Release Clip
Frame Jamb
2
Vent Stop
Frame Jamb
GL4ZING METHOD
I. Snap -in Glazing Bead
2. False M untin Grid System
•
AM smr
A-it ncD AS P C Ct easaY I1113T
lfsimiatt
VARIES
O.w awe
AA a.+ Prod C.W.
a.w:yrwtr /..v
• -4
PA -14 SINGLE HUNG CONSTRUCTION
Aura >,
PJS
a. 4..4 M
• PJS
Amer
10/22/97
6/16/98
Binnings
A merican
P.O. Box 630038
2805 N.E. 185th Street
Miami, Florida 33163
(305)931 -2350
M P.. -M.-
a•.ry Ab-M.r
PA- 1400 -03
•..w. �...� A
turf Acme
Vent Head
Vent Sill
Vent Jambs
Corner
Material
6063 T -5 Alum.
6064 T -5 Alum.
6063 T -5 Alum.
Stee
Construction Details
Butt Joining
Butt Joining
Butt Joining
#10 x 1' phphpp
6' TYP
16 1/2' O.C. MAX.
6' TYP.
52 1/8 BUCK DIM.
1•
16 1/2" O.C. MAX.
6' TYP.
6' TYP.
n (l t t:
1) Maximum spacing for fasteners from the corners is 6'
2) Maximum spacing for fasteners O.C. is 16 1:2-
3) Quantities at above represent minimum number
of fasteners. Additional fasteners is acceptable.
4) Window widths and window heights on charts above
are for fastener analysis. Check with manufacturer
for availabilty of product.
90 FRAME 0.S.M. •
89' BUCK DIAJ.
•
p2:10YZ 13 C0a71.TX3 MTH TAE
SOUTH FL08tMA 8:[1.^':11 CODE
GAF 9.91
BY
F.: ^w .RROL C1V.S Cti
6uiLDEtl"a CODE CO.YPuA iCE OFFICE
ACGE?TANCE'N09 M 69
• /t7rS
46/ /7 /so
VII ndow
Width
Window lleight(inches) .
24.000
25.000
23.000
30.000
32.000
36.000
37.375
40.000
44.000
48.000
49.625
52.000
55.500
57.000
60.000
62.000
64.000
68.000
72.000
73.1:7
76.625
80.000
84.000
88.000
90.000
18.125
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00'
- 120.•0
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
24.000
- 120.00
- 120.00
- 120.00
- 120.00
- 12b.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 114.41
-93.74
-97.87
-90.75
-8757
25.500
- 120.00
- 120.00
- 120.00
- 120.00-
120.00
- 120.00-
120.00
- 120.00-
120.00
- 120.00-
120.00
120.00
- 120.00
- 120.00
- 120.00-
120.00
- 120.00
- 120.00-
103.09
- 116.09
- 106.78
-87.49
-91.35
-84.71
- 81.74
28.000 � -
- 120.00-
120.00
- 120.00-
120.00
- 120.00
- 120.00-
120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00-
120.00
- 120.00
420.00
- 120.00
- 119.79
-92.79
- 104.49
-96.11
-78.74
-82.22
-76.24
-73.56
30.000
120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00-
120.00
- 120.00-
120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
420.00
- 120.00
- 110.91
-85.92
-96.75 '
48.99
-72.91
-76.13
-70.59
-63.12
32.000
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 1 0000
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 119.S5
- 120.00
- 113.43
- 120.00
-109.52
-116.59
- 102.46
- 103.27
-90.75
-79.99
-70.30
-90.08
-79.17
-82.86
-72.32
-67.89
-59.66
-70.88
' -62.29
-65.73
' -57,76
-63.42
-55.74
36.000
420.00
40.000
120.00.
120.00.
120.00
- 120.00-
120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 118.03-
110.01
- 106.90
- 101.17
- 97.69
-9139
- 30.95
-62.70
-70.61
-64.95
� -53.22
-55.56
-51.52
-49.72
44.000
- 120.00
120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 119.47
-112.94-110.65
6933
- 106.52
-99.28
-96.47
-91.31
48.16
-32.47
-73.05
-56.59
-63.73
- 58.62
-48.03
- 50.14
- 46.50
-44.37
43.000
-120.00
-120.00
- 120.00
- 120.00-
120.00
- 117.56-
115.67-
112.22
-106.56-
10039
- 98.21
-9532
-90.46
-37.90
-33.19
' -80.33
' -75.15
' -66.56
-5156
-58.06
- 53.41
-43.76
-45.69
-42.37
-40.88
50.000
- 120.00
- 120.00
- 120.00
- 113.50
- 115.61
-110.23
-103.50
-10534
- 100.85
-95.11
-92.99
' -90.16
-86.52
-34.16
-79.66
-76.91
-71.95
- 63.73
-4937
-55.59
-51.14
- 41.90
- 43.75
-40.57
-39.15
52.125
- 119.46
- 117.91
- 113.49
- 110.73
- 103.10
- 103.19
- 101.61
-98.71
-94.60
-89.42
-37.21
-34.40
-31.03
-79.81
-76.21
-73.58
-68.84
-60.98
-47.24
- 53.19
- 48.93
- 40.09
-41.86
-38.81
-37.45
54.625
-11037
- 108.98
- 105.02
.102.54
- 100.17
-95.75
-9432
' -91.70
-86.74
-30.61
-73.51
' -75.78
-72.46
- 71.26
- 69.17
- 67.93
-6551
- 58.02
- 44.95
- 50.62
-46.56
-38.15
-39.83
-36.94
-35.64
TABLE #
GLASS TYPE '
RIENFORCEMIENT
SEE DRAWING Ws
1
3/16" ANNEALED
' NONE
PA- I4DC-04
. 2
3/16" TEMPERED
NONE
PA- 14DC -05
3
3/16' TEMPERED
STEEL
PA- 14DC-06
_ 4
DSB 1 /3' TEMPERED
NONE
PA- I4DC -07
5
, DSB 1/8" ANNEALED
NONE
PA- 14DC -03
6
_ SSB 3/32" ANNEALED -,
._. NONE
PA-14K-03
window
Width
Window Height(inches) '
24.000
25.000
28.000
30.000
32.000
36.000
37.375
40.000
44.000
43.000
49.625
52.000
55500'57.000
- 60.000
62.000
64.000
63.000
72.000
73.187
76.625
80.000
84.000
'88.000
90.000
18.125
6933
69.33
69.33
69.33
6933
6933
6933
6933
6933
69.33
69.33
6933'
69.33
69.33
69.33
69.33
6933
6933
69.33
69.33
69.33
69.33
69.33
69.33
6933
24.000
6933
69.33
6933
6933
6933
6933
6933
69.33
69.33
6933
69.33
6933
6933
69.33
69.33_
69.33
6933
69.33
6933.
69.33
6933
69.33
69.33
69.33
69.33
25.500
'69.33.
69.33
6933
6933
6933
6933
6933
6933
69.33
6933
6933
' 6933
6933
69.33
69.33
6933
6933
6933
69.33
6933
6933
6933
69.33
6933
69.33
28.000
6933
6933..6933
69.33
69.33
6933
6933
6933
6933
69.33
6933
6933
69.33
6933
6933
69.33
6933
6933
69.33
69.33
6933
6933
4 6933
69.33
69.33
30.000
' 6933 `
69.33
:69.33
6933
6933
6933
6933
6933
6933
69.33
69.33
6933
6933
-6933
69.33
69.33
6933
6933
6933
69.33
69.33
- -69.33
6933
- 6933
32.000
69.33
69.33
69.33
69.33
6933
6933
6933
69.33
6933
69.33
69.33
6933
6933
6933
6933
6933
6933
6933
_69.33
69.33
69.33
69.33
6933 '
6933
69.33
6933
36.000 ''
69.33
69.33
69.33
6933
6933
6933
6933
6933
69.33
69.33
6933
6933
6933
69.33
6933
6933
6933
69.33
6933
6933
69.33
69:33
t 69.33
69.33
6933
40.000
6933
69.33,
6933
69.33
6933
69.33
6933
69.33
69.33
69.33
6933
k- 69.33
6933
69.33
69.33.
6933
69.33
69.33
' 69.33
69.33
6933
6433
6933
68.53
66.96
44.000
69.33 '
6933
6933
69.33
6933
69.33
69.33
69.33
69.33
69.33
6933
6933
69.33
•6933
69.33
69.33
69.33
6933
69.33
69.33
69.33
68.52
' 65.03
61.89
s 60.43
43.000
6933
6933
69.33
6933
6933
69.33
6933
69.33
69.33
6933
6933
6933
6933
6933
69.33
6933
69.33
6933
6933
68.70
65.39
62.43
59.26
56.39
55.06
50.000
69.33
69.33
69.33
69.33
6933
6933
6933
69.33
6933
6933
6933
6933
6933
6933
6933
6933
6933
69.33
66.95
65.78
62.61
59.78
56.74
5399
52.72
52.125
69.33
' 69.33
6933
6933
6933
~ 69.33
6933
69.33
69.33 '
6933
6933
' 69.33
69.33
6933
' 69.33
6933
69.33
68.14
64.05
62.93
59.90
57.19
54.28
51.66
50.44
54.625
69.33
69.33
69.33
69.33
6933
69.33
6933
69.33
69.33 '
69.33
6933
6933
6933
6933
69.17
' 67.93
66.91
- 64.84
60.95
59.89
57.00
54.42
51.66
49.16
48.00
Comparative Analysis(Positive Loads)
:Table IA PA -I4 Single Hung Window Positive Design Loads
,Based on Comparative Anal with 3/16' Annealed Glass •
Non- Structuual Test Report: ATLe0514.03 -93 • Stntqural Test Report MT Lg . ] 6029
Comparative Analysis(Negative Loads)
[Table IB PA -14 Single Hung S indow Negatire DesignLoads - -
Based on Comparative Analysis with 3/16' Annealed Glass
;Non- Structural Test Report: ATLi 0514.01 -98 Structural Test Report MTL616029
AS .£a MC COUNT' emCWrsr
Drab* S PJS
* 4 a0. PJS
Akio
10/22/97
6/16/98
A-t M.wl..r
&w. Claw 11%.1 Ow
CHART --
_ .. _. _ .... ...: u> widths and window• blights on shorts below
are for comparative anahsis. Cheri: with manufacturer
for availability of product.'
Binnings ['A
I American (-
A
AP:. - :O:TD AS COUPLY:YC T:;TH TN
SOUTH WAIN JrA 9U'_O!ti4 CODE
War t' 165-
27
PAODU NTROt D,YS:09
E'J'LDMI CODE C0!:F'JA CE OFflC
ACC.=..0i 4 ci TiO - 1Ps21. Aci
/0- 255
a /
"P.O. Box 630038
2805 N.E. 185th Street
Atioml, Florida 33163
(305)931 -2350
I ` I SH "" "'" PA 14 3 C0 4 or 8
PA -14 SINGLE HUNG COMPARATIVE ANALYSIS
�a..w� PA- 14DC -04 s...r A
Window
Width
Window He
ght(inches)
24.000
25.000
28.000
30.000
32.000
36.000
37.375
40.000
44.000
43.000
49.625
52.000
55.500
57.000
60.000
62.000
64.000
68.000
72.090
73.137
18.125
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00'-
120.00
- 120.00
- 120.00
- 120.00
- 120.00
24.000
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00-
120.00
- 120.00
- 120.00
- 120.00
- 120.00
25.500
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
28.000'
-120.00
- 120.00
-120.00
-120.00
- 120.00
-120.00
- 120.00
- 120.00
-120.00
-120.00
- 120.00
- 120.00
-120.00
- 120.00
- 120.00
- 120.00
-120.00
- 120.00
- 120.00
- 120.00
30:000
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00.-
120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
32.000
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
36.000
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00-
120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00-
120.00-
117.94
- 113.40-
109.20
-94.77
- 103.01
^ -93.78
40.000
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 119.74
- 117.52
- 114.62
- 110.99
- 109.43
- 106.14
- 104.06
- 102.06
-98.28
- 14.000
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 118.58
- 114.87
- 109.65
- 104.77
- 102.64
-99.83
-96.25
-94.90
-92.49
-91.03
-39.35
-86.16
-83.18
-82.34
43.000
- 120.00
- 120.00
- 116.39
- 113.40
- 110.57
-10530
- 103.60
- 100.51
-96.14
-92.14
-90.60
-88.42
-84.97
-83.65
-81.28
-79.86
-78.58
-76.25
- 73.71
-72.99
50.000
- 114.75
- 113.22-
108.86
- 106.14
- 103.55
-98.74
-97.18
= 94.35
V0.33
-86.65
-85.23
-83.25
-80.26
-78.97
-76.63
-75.23
-73.96
-71.71
' -69.60
-68.93
52.125
- 107.00
- 105.61
- 101.66
-99.18
-96.82
-92.43
-91.01
-88.42
• - 84.74
-81.10
-79.11
-76.56
-73.50
-72.39
-70.46
-69.35
-68.36
-66.68
-65.34
-65.00
Window
Width
Window He
ght(inches)
24.000
25.000
28.000
30.000
32.000
36.000
37375
40.000
44.000
48.000
49.625
52.000
55.500
57.000
60.000
62.000
64.000
63.000
72.000
73.187
18.125
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
6933
69.33
69.33
69.33
- 69.33
69.33 -
69.33
• 69.33
69.33
69.33
24.000
69.33
6933
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
25.500
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
28.000
69.33
69.33
69.33
69.33
6933
6933
69.33
69.33
69.33
69.33
69.33
69.33
69.33
6933
69.33
69.33
69.33
69.33
69.33
69.33
30.000
6933
6933
69.33
69.33
69.33
69.33
69.33
69.33
69.33
' 69.33
69.33
69.33
69.33
6933
- 69.33
69.33'
69.33
69.33
69.33
69.33
32.000
69.33
6933
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
6933
69.33
69.33
6933
69.33
69.33
69.33
69.33
69.33
69.33
36.000
69.33
69.33
69.33
69.33
69.33
69.33
6933
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
40.000
69.33
69.33
69.33
69.33
6933
69.33
69.33
69.33
69.33
` 69.33
69.33
69.33
6933
69.33
69.33 '
69.33
69.33
69.33
69.33
69.33
44.000
6933
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
6933
69.33
69.33
69.33
69.33
69.33
69,33
69.33
69.33
69.33
48.000
69.33
6933
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
68.04
67.37
50.000
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
68.27
66.20
64.25
63.63
52.125
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
' 69.33
69.33
6933
69.33
67.84
66.82
65.04
64.01
63.10
61.55
60.32
60.00
TABLE H
GLASS TYPE
RIEXFORCE.IENT
SEE DRAWING Es
1
3/16" ANNEALED
NONE
PA- 14DC -04
2 -
3/16" TEMPERED
NONE
PA- 14DC -03
. 3
3/16" TEMPERED
STEEL
PA- 14DC -06
1
DSB I /8" TEMPERED
NONE
PA- 14DC -07
' 3
DSB l /E" ANNEALED
NONE
. PA- 14DC -08
6-
SSB 3/32" ANNEALED
NOME _
- .PA- 14DC -08
- Comparative Analysis(Positive Loads)
Table 2A PA -14 Single Hung Window Positin Design Loads
Based on Comparative Analysis with 3/16" Tempered _
Non -- Structural Test Report: ATL *0514.01 -98 Structural Test Report AT 0401.02 -97R
Comparative Anaysis(Ne ,gative Loads)
Table 213 PA -14 Single Hung Window Negative Design Loads
Based on Comparative Analysis with 3/16" Tempered
Ton-- Structural Test Report: ATL#0514.01 -98 Structural Test Report ATL 0401.02 -97R
•
w..." M PJS
Aw+..a Asp P.5
awfolawar
AA -REVISE) AS Val 000C calmly / REC'JEST
Asian
1 0/297
Baler 6/16/98
if
I T Binnings P j
I-American
!tip Pao! I"'' a...
CHART --
M Maro∎o r
•
r
- - Harr" -1 _-
�� indow xidtlu ' and xindow heidlu on clurts �dow
are fa comparative analysis. Ched: with manufacturer
for mailabilty c piodua.
3
I °rov "°' A u..f.r
A1 1,5 =WINS IN "u r/:7:4 THE
5c_t1! RCS= euaD :x CODE
jtl
51
FEC".IC1 .ESL DIY.50:1
ECICING G:7E CO!/.PUIh1:CE MCI
. CCEFTN10E NO 97- 1627 D9 •
>s
//a/ti
•
P.O. Box 630038
2805 N.E. 185th Street
Miami, Florida 33163
(305)931 -2350
I "'` csl.,..y, I 4 I COMPJ.1 AL. I s � c 5 of 8
PA -14 SINGLE HUNG COMPARATIVE ANALYSIS
A
PA 1480 -05
`A..4.4•• L..c
IIindow
Width
Window Height(inches)
24.000
25.000
28.000
30.000
32.000
36.000
37375
40.000
44.000
48.000
49.625
52.000
55.500
57.000
60.000
62.000
64.000
63.000 '
72.000
73.187
18.125
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
' 6933
69.33
69.33
6933
69.33
6933
69.33
24.000
6933
69.33
6933
69.33
69.33
69.33
6933
69.33
•6933
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
6933
69.33
25.500
69.33
69.33
69.33
69.33
69.33
69.33
69.33
6933
69.33
69.33
69.33
69.33
69.33
69.33
69.33
6933
69.33
69.33
69.33
6933
28.000
69.33
6933
69.33
6933
69.33
69.33
69.33
69.33
69.33
69.33
6933
69.33
69.33
69.33
6933
69.33
69.33
69.33
69.33
69.33
30.000
69.33
69.33
69.33
69.33
6933
69.33
69.33
6933
69.33
69.33
69.33
6933
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
32.000
69.33
69.33
69.33
69.33
1 6933
69.33
69.33
6933
6933
6933
- 69.33
6933
69.33
69.33
69.33
69.33
6933
6933
69.33
69.33
36.000
69.33
69.33
6933
6933
6933
6933
6933
69.33
6933
6933
6933
69.33
6933
69.33
6933
6933
6933
6933
69.33
69.33
40.000
69.33
69.33
69.33
6933
69.33
6933
6933
69.33
6933
6933
6933
69.33
6933
6933
6933
6933
6933
6933
6933
6933
44.000
69.33
69.33
69.33
6933
69.33
6933
6933
69.33
6933
69.33
6933
69.33
6933
69.33
69.33
69.33
69.33
6933
6933
6933
48.000
69.33
69.33
6933
69.33
6933
69.33
6933
69.33
6933
6933
69.33
6933
69.33
6933
69.33
69.33
69.33
6933
68.04
67.37
50.000
6933
69.33
69.33
69.33
6933
69.33
6933
6933
69.33
6933
69.33
6933
69.33
6933
69.33
6933
68.27
66.20
64.25
63.63
52.125
6933
69.33
6933
69.33
69.33
6933
6933
69.33
6933
69.33
6933
69.33
67.84
66.82
65.04
64.01
63.10
61.55
60.32
60.00
TABLE $
CLASS TYPE
RIE. \FORCEMIENT
SEE DR•1W1 \C H's
, ve 1
3/16" ANNEALED
NONE
P.1- I4DC -04
3
'
3/16*. TEMPERED
NONE
PA-140C-05
- 3
.
3/16" TEMPERED
STEEL
PA- WDC-06
4 .
DSB I/r TEMPERED
NONE
PA- I4DC -07
• ' . 5 -
DSB I/E• ANNEALED
NONE
PA- I4DC =03
6
SSP 3/32" ANNEALED
NONE
PA- I4DC -02
Comparative Analysis(Positive Loads)
- Table 3A PA -14 Single Hung Window Positive Design Loads
Based on Comparative Analysis with 3116" Tempered and Meeting Rail Reinforcement
.ion- Structural Test Report: ATLt':0514.01 -98 Structural Test Report ATL 0401.03 -97R -
Comparative Analysis iegative Loads)
Table 3B PA-14 Single Hung Window Negative Design Loads
Based on Comparative Analysis n ith 3.'16' f empered frith J�leeting Rat? Reinforcement .. •• •
Non - Structural Test Report: ATL 0514.01 -98 Structural Test Report ATL 0401.03 -97R
Window
Window Height(inches)
Wi dth 24.000 25.000 23.000 30.000 32.000 36.000 37375 40.000 44.000 48.000 49.625 52.000 55.500 57.000 60.000 62.000 64.000 68.000 72.000 73.137
18.125 - 120.00 - 120.00 - 120.00 420.00 +120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00
24.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00
25.500 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.Q0 - 120.00 - 120.00 -120.00 - 120.00 - 120.00 - 120.00'
28.000 - 120.00 - 120.00 -120.00 - 120.00 -120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 420.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00
30.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 120.00 - 120.00
32.000 -120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00
36.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00
40.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 116.64 - 115.42
44.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120 :00 - 120.00 - 120.00 - 120.00 -118.46 - 116.80' - 113.83 - 112.04 - 109.96 - 106.04 - 102.33 - 101.34
48.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 11833 - 113.40 -I 1 1.51 108.33 - 104.58 - 102.96 - 100.03 -98.29 -96.71 -93.85 -90.72 -S9.83
50.000 - 120.00 - 120.00 - 120.00 - 120.00 t t P - 120.00 - 119.61 - 116.12 - 111.18 - 106.64 - 104.90 - 102.46 -93.79 -97.20 -94.32 -92.60 -91.02 -88.26 -85.66 -34.84
52.125 - 120.00 - 120.00 - 120.00 - 120.00 - 119.17 - 113.76 - 112.01 - 103.82 - 104.29 -99.82 - 97.36 - 94.22 -90.46 -39.09 -86.72 -85.35 -34.13 - 82.07 -80.42 -30.00
. -R-V&D AS PER CAE( COIWTY KC=
x"r.a"tr
a.s..w M pJ5
11.4.1 Alp
pry
Palo
Osier
6/16/98
1-7.Binnings IDA
I
Am
I erican n
amt. cI_ !Awl Chimp
01A9T --
PA -14 SINGLE HUNG COMPARATIVE ANALYSIS
AyJwn
%W ow and window hejits on darts below -
are for comp manufacturer
arative analysis. Check with manufact
faravailalnity dprodua.
1
1
•
A °:a? tS CS:4PtY'NC wall THE
FLOF.T.A 5181:1 :4
rr
Cl:c:o'; CODE C^1PL1A.XCE O"rFICE
AcCtr.YC_ No 'r7- 1A
/i 7 it
1 /.7/ 9 /
P.O. Box 630038
2805 N.E. 185th Street
Miami. Florida 33163
(305)931 -2350
1 Pmd eSH 1 A- 4 1 thews UP.ANAL.1 8 of 8
OA_ uv_n,
i lloviolan Lev*
Window
Width
Window Height(inches)
24.000
25.000
28.000
30.000
32.000
36.000
37.375
40.000
44.000
48.000
49.625
52.000
55500
57.000
60.000
62.000
64.000
63.000
72.000
73.187
18.125
6933
6933
69.33
69.33
69.33
6933
69.33
69.33
69.33
6933
69.33
6933
6933
69.33
6933
69.33
69.33
69.33
69.33
6933
24.000
6933
6933
69.33
6933
69.33
69.33
6933
69.33
69.33
6933
69.33
69.33
69.33
6933
69.33
69.33
69.33
69.33
69.33
69.33
25500'
6933 "
6933
6933
69.33
6933
69.33
69.33
69.33
69.33
69.33
6933
69.33
69.33
6933
0.33
69.33
69.33
69.33
6933
69.33
28.000
6933
69.33
69.33
69.33
69.33
6933
6933
69.33
69.33
69.33
69.33
69.33
69.33
6933
69.33
6933
69.33
69.33
69.33
69.33
30.000
6933
69.33
6933
6933
69.33
69.33
69.33
69.33
69.33
6933
6933
6933
6933
69.33
69.33
69.33
69.33
69.33
6933
69.33
32.000
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
69.33
6933
6933
69.33
6933
6933
69.33
6933
69.33
69.33
36.000
6933
69.33
69.33
6933
6933
6933
69.33
69.33
69.33
6933
6933
69.33
6933
69.33
6933
69.33
69.33
6933
69.33
6933
40.000
69.33
6933
69.33
69.33
69.33
69.33
69.33
69.33
69.33
6933
6933
6933
69.33
6933
6933
6933
6933
6933
6933
69.33
44.000
69.33
6933
69.33
69.33
69.33
6933
6933
69.33
69.33
69.33
6933
69.33
69.33
69.33
69.33
69.33
6933
69.33
6933
69.33
48.000
6933
6933
6933
69.33
69.33
6933
69.33
4
69.33
69.33
6933
6933
6933
69.33
6933
6933
69.33
69.33
' 69.33
68.04
6737
50.000
69.33
69.33
6933
6933
6933
69.33
6933
69.33
6933
6933
69.33
6933
6933
69.33
69.33
69.33
68.27
66.20
64.25
63.63
52.125
69.33
'6933
69.33
6933
69.33 ,
6933
6933
69.33
69.33
6933
69.33
6933
67.84
66.82
65.04
64.01
63.10
6135
6032
60.00
TABLE #
GLASS TYPE
RIENFORCEMENT
SEE DRAWING WS
•1
3/16• ANNEALED
NONE
PA- 14DC -04
2
3/16" TEMPERED
NONE
PA- I 4DC -05
3
3/16' TEMPERED
STEEL
PA•14DC-06
• 4
DSB Ix TEMPERED
NONE
PA•14DC•07
3
DSB 1/8 ANNEALED
NONE
PA- I4DC -08
6
, SSB 3/32 ANNEALED
NONE
PA- I4DC •8
;Comparative Analysis(Positive Loads)
'Table 4A PA -14 Single Hung Window Positive Design Loads --
Non-Structural Test Report: ATL1:0514.01 -98 Structural Test Report MTL»16610 Unit A
Comparative Analysis(Negative Loads)
Table 4B PA-14 Single Hung Window Negative Design Loads
- Based on Comparative Analysis with DSB 1B' Tempered - - -- _.._ . _._.�. - - -.- - -- ---- .- - - - - -- - _..- - -_... _ r- - -- - -•. _ _. _ _ _..._ � -. -- - - - - -- - - - - -. _ _
- Non - Structural Test Report: ATL10514.01 -98 Structural Test Report MTL#16610 Unit A -
Window
Window He ght(inches)
Width 24.000 25.000 28.000 30.000 32.000 36.000 37375 40.000 44.000 43.000 49.625 52.000 55.500 57.000 60.000 62.000 64.000 68.000. 72.900 73.187
18.125 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 ;120.00 - 120.00
24.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 = 120.00 - 120.00 - 120.00 - 120.00
25.500 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00
28.000* - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 116.64 - 115.27
30.000 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 -11833 - 115.81 - 111.09 - 106.73 -105.50
32.000 - 120.00 - 120.00' - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00 - 120.00- 120.00 - 120.00 - 120.00 .116.64- 114.68 - 110.94 - 108.58 -10631 -102.06 -98.14 -97.03
36.000 - 120.00 - 120.00- 120.00 - 120.00- 120.00- 120.00 - 120.00- I19.03- 112.54- 107.46- 105.73 - 103.09 -99.15 -97.55 - 94.50 -92.57 -90.72 -37.23 -84.00 -83.09
40.000 - 120.00 - 120.00 - 120.00 - 116.64 - 113.40 - 107.43 - 105.52 - 102.06 - 97.01 -92.11 -90.40 -83.17 -8538 -84.17 -31.65 -80.05 -7851 ' -75.60 -72.90 - 72.14
44.000 - 109.16 - 107.57 - 103.09 -10031 -97.67 -92.78 -91.21 -8836 -84.35 -80.59 -78.96 -76.79 -74.04 -73.00 -71.14 -70.02 -68.73 -66.27 -63.99 -6334
48.000 -9430 -93.21 -89.53 -8723 -85.05 -81.00 -79.70 -7732 -73.96 -70.88 -69.70 - 68.02 -65.36 - 64.35 -62.52 - 61.43 -60.44 -58.66 -56.70 -56.15
50.000 -88.27 ' -37.09 -83.74 -81.65 -79.66 -75.95 - 74.76 72.58 - 69.49 - 66.65 -65.56 -61.04 -61.74 -60.75 -58.95 -57.87 -56.89 -55.16 -53.54 -53.02
52.125 -82.31 -81.24 , -78.20 -76.29 -74.48 -71.10 -70.01 -68.01 -65.18 - 6239 -60.85 -58.89 - 56.54 -55.68 -54.20 -5335 -52.53 -51.29 -50.26 -50.00
. -a c " v m AS vin WE Cou 4T uourzt
II.LwI.y
PJS
R. 4..4 aye
PJs
Claw
10/22/97
DWW 6/16/96
M Ih_wlen
Window wills and winnow h; hts m od&ts below
are for Carpa -ant arniysis. died( with non facturtr
for av30abihy of paadtd.
•
•
P.
r
4
r
RFi837E) AS COURTING r4TH THE
SC: N F? CE.'DA EUIL DI G CODE
Dc•E
ET
POC...Cl PO'.. ens ON
6 CODE C0:4?LaxCE OFFICE
:X :X:ACE r;o. 1027:09
g
/r ?aS
Z / /7 /fd
I Binnings -
•P.O. Box 630038
2805 N.E. 185th Street
Miami, Florida 33163
(305)931 -2350
aw CHART I M n -- 1 - IP," "SH 13.14.1;t14 I C M ?AVAL.` a 7 of 8
PA -14 SINGLE HUNG COMPARATIVE ANALYSIS
PA- 14X -07
I rt.wu.1 s.»a A 9
Window
Width
Window He
ght(inches)
24.000
25.000
28.000
30.000
32.000
36.000
37.375
40.000
44.000
43.000
49.625
52.000
55.500
57.000
60.000
62.000
13.125
6933
69.33
69.33
69.33
69.33
6933
6933
69.33
69.33
6933
6933
6933
6933
6933
69.33
6933
24.000
6933
69.33
69.33
6933
6933
69.33
6933
69.33
69.33
6933
69.33
6933
69.33
6933
69.33
6933
25.500
6933
6933
69.33
6933
6933
6933
69 .33
6933
69 .33
6933
6933
6933
6933
69.33
6933
6933
28.000
6933
6933
69.33
69.33
69.33
6933
6933
6933
6933
69.33
69 .33
6933
6933
6933
' 69.3■
6933
30.000
6933
69.33
69.33
69.33
6933
69.33
69.33
6933
69.33
6933
6933
69.33
6933
' 6933
6933
6933
32.000
6933
6933
69.33
6933
69.33
6933
6933
69.33
69.33
6933
69.33
6933
6933
6933
69.33 •
6933
36.000
.69.3
69.33
69.33
6933
6933
69.33
6933
6933
6933
6933
69.33
6933
6933
69.33
6933
69.33
Window
Width
Window He
ght(inches)
14.000
" 25.000
28.000
30.000'
32.000
36.000
37.375
40.000'
44.000
43.000
49.625
52.000
55.500
57.000
60.000
62.000
18.125
-12000
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
6933
- 120.00
24.000
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 117.74
- 113.86
- 107.93
- 100.61
-97.76
_-120.00
-92.53
-8935
25.500
-120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 12600
- 120.00
- 120.00
- 109.90
=106.28
- 100.75
-93.91
- -91.25
46.37
43.40
28.000
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 108.80
-93.92
-95.66
- 90.68
-84.53
42.14
-77.75
-75.07
30.000
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 111.93
- 100.75
-91.60
43.58
43.98
- 73.28
-76.07
- 72.00
-69.52
32.000
-12000
- 120.00
- 120.00
- 120.00
- 120.00
- 117.23
- 112.33
- 104.22
-93.81
-85.29
-82.48
' 48.19
- 72.89"
- 70.33
-67.04
- 64.73
36.000
- 120.00
- 120.00
- 119.39
- 112.90
- 107.05
-93.13
-95.80
-91.60
-82.45
-74.97
- 72.50
- 63.73
- 64.07
-62.56
-53.93
-59.90
Window
Width
Window Heigh (inches) r -
24.000
25.000
28.000
30.000
32.000
36.000
37-175
18.125
6933
6933
6933
6933
6933
69 33
6933
24.000
6933
6933
69.33
6933
69.33..6933
- 113.95
69.33
25.500
6933
69.33
6933
6933
69333'
6933
6933
28.000
6933
6933
6933
69.33
69.33"
6933
6933
30.000
69.33
69.33
6933
6933
6933
69.33
69.33
32.000
6933
6933
6933
6933
.69.33
6933
69.33
36.000
6933
69.33
6933
6933
69.33
6933
6930
Window
Width
Window Height(inches)
24.000
25.000
28.000
30.000
32.000
36•00
37.375
18.125
- 120.00
-120.00
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
24.000
- 120.00
- 120.00
- 120
DSB 1/8* TEMPERED
- 120.00
- 113.95
-109.66
25.500
- 120.00
- 120.00
- 120.00
- 120.00
- 120.00
-10635
-10336
28.000
- 120.00
- 120.00
- 110.00
- 117.80
- 109.39
-95.73
-92.13
30.000
- 120.00
- 120.00
413.16
- 109.08
-101.29
43.64
-8531
32.000
- 120.00
- 120.00
- 110.02
-101.56
- 9431
-82.54
-79.44
36.000
- 110.06
- 108.26
-96.69
49.26
-82.89
-72.54
-69.32
TABLE M
CLASS TYPE
RIENFORCEMEN\T
SEE DRAWING N's
'
1
3/16* ANNEALED
NONE
PA- 14DC -04
2
3/16' TEMPERED
NONE
PA-14 DC-05
3
3/16 TEMPERED
STEEL
PA-14 DC-06
4
DSB 1/8* TEMPERED
NONE
PA- 14DC -07
S
DSB 1/8 ANNEALED
NONE
PA- 14 DC -08
•
6
SSB 3/32' ANNEALED
NONE
PA- 11DC -08
t
t
Comparative Anal) is(Positive Loads)
Table SA PA-l4 Single Hung Window Posi tive Design Loads
Based on Comparative Analysis with DSB 1/3 Annealed
\ron- Structural Test Report_ ATLii0514.01 -93 Structural Test Report NI TLN 16610 Unit B
Comparative Analysis(Negative Loads)
Table 58 PA-14 Single Hung Window Negative Design Loads
Based on CamparativeAnalysis with DSB I/S Annealed
Non- Structura1Test Report: -93 Structural Test Report MTLUs16610 Unit B
NOTE _
Viindow widths and aindo��' heis}1ts on darts below •
are foeeonparative anah sit Check with m•1rnixtura
for as>isWty o£prrsims.
•
4.
Table 6A PA -11 Single Hung Window Positive Design Loads
- Bas Comp Comtiv Anal with SSB 3/32 Annealed ; ?
lion - Structural Test Report:&ITU/16029 . _i
S tructu r al Test Report MTL`I6610 Unit C "
AMd-wr
A- Rfvaco AS PEA nWV COLm RECItzsr
Comparative Analysis(Positive Load`s)
PJS
PJS
Coniparative Analysis(Negative Loads)
Table 6B PA-14Single HungWiadow \eaat a Design Loads
Based on Comparative Analysis with SSB ;.32 Annealed -
Non- Sttuaural Test Report MTik16029 •
Structural Test Report MTL816610 Unit C
Doke
10/22/97
Stales
6/16/98
I Binnings
1 1 - Am erican
A
M Iftambart
2 0V D AS C:.:.7171tIC ItT, WE
SC1711 FORMA S1,'•:D:NS CODE
egr
FFT.
Olt.D CODE CDMPWIICE * rCE
ACCEPTANCE No. 1071 Oct
/ /7ff
P.O. Box 630038
2805 N.E. 185th Street
Altamt, Florida 33163
(305)931 -2350
°i' e t 1~1 Claw lw.. eSH (J•"' PA l COHP.ANAI.I a et e
PA -14 SINGLE HUNG COMPARATIVE ANALYSIS
l ~`~ PA - 140C -.081 " " -e A
Date 7/23/99
Legal Description
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Job Address 1250 N. E. 95 Street Tax Folio
/I J206 DI', 70 -�
Owner Lessee Tenant �✓
/77-1070Q/ Cf / A Mas Permit #
V Owner's Address / / V R SJ 1 tiAttat S 1? Phone3a $(
Contracting Co. Dade Canvas Products Co Address 3470 N. W. Seventh Street
Qualifier Louis G. King SS# Phone ( 109) 649-4511
State # Municipal # Competency # 000003225
Architect /Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type(circle one). BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING PENCE SIGN
WORK DESCRIPTION
fabric awnings
Square Ft. 8 Estimated Cost(value) 1500.00
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 do e 'n compliance with all applicable laws regulating const tion and zoning. Furthermore, I
authoriz= the above-nam _ contractor to do the work stated.
Signa ure of owner :nd /o Condo President
i -atie.1/1/61) . ,(
No ary as to Owner and ♦ o �e
omm 1Cp. 5/1589
My Commission Expires ed By Service Ins
o. CC463925
** * * * * - * la Know* omen.
FEES: PERMIT RADON
APPROVED:
C.C.F. Jo? (,
Fire
Zoning Buildin
Signature of Contractor or Own r- Builder
Notary as to' contf 603141rN: '14 • -i -Bui
My CommissioARA KING
CIC STATE OF FLORIDA
COMMISSION NO. 617153
�_MiSSION * EXP. FEB. 10 * * * * *
NOTARY
0
icier
Other
Electrical
Mechanical Plumbing Engineering
11
RIC: Cloth or any material similarly flexible or woven, made of natural or
thetic material.
RIC COVERED FRAMEWORK, (FCF): A non - pressurized structure which
omposed of a rigid framework to support tensioned membrane or fabric which
ides the weather barrier.
WORK: A skeletal or structural frame; an openwork frame structure.
RANE: A thin, flexible, impervious material capable of being supported
an air pressure of 7.8 psf, which corresponds to a 1.5 inch high column of water.
NON - COMBUSTIBLE MEMBRANE STRUCTURE: A membrane structure in
which the membrane and all component parts of the structure are non - combustible as
defined by Section 401.
NON - REMOVABLE FABRIC OR MEMBRANE: Fabric or membrane material
which is attached in such a manner as to prevent its removal except for complete
replacement of the fabric or membrane.
ROLLER CURTAIN: Shall be included in the classification of a movable
awning and shall be defined as having a roller attached to the lower or upper edge of a
fabric and supporting in whole or in part by the awning material.
SELF - SUPPORTING: Supported to the ground or construction below by
columns or walls; but not cantilevered or attached to another structure.
TENT: A fabric - roofed structure, wholly or partially self - supporting, with side
walls of any material.
4303.1 PERMITS:
4303 PERMITS AND INSPECTIONS
(a) A permit shall only be required as set forth in Chapter 3 of this Code for
the construction, installation, repair or replacement of any fabric awning, canopy,
fabric covered framework, (FCF) or any other non habitable fabric structure erected
within, or attached to any public or private property, when extending over any portion
of a court or yard beside a building serving as a passage from a required exit or exit
Supplement No. 3 43 -3
1
4303.1(a)(Cont.)
yard beside a building serving as a passage from a required exit or exit discharge to a
public street or installed over public gathering areas or common courtyards.
EXCEPTION: (1) Building permits will not be required for the repair
or replacing of fabric when the existing structural framework is not altered or removed
and when such framework is in compliance with the requirements of the Code at the
time it was permitted.
(b) A permit shall be required as set forth in Chapter 3 of this Code for the
construction, installation, repair or replacement of any temporary fabric structure and
membrane structure, as defihed in Sections 4302, 4306 and 4307 of this Code, erected
within public or private property. Permit application and documents shall comply with
Section 4303.1(c) and 4306.4 of this Code.
(c) Application, for permit shall be accompanied by plans, and when
required by the Building Official, such plans shall be prepared by a Florida registered
professional Engineer or Architect, which Engineer or Architect shall be proficient in
structural design. In lieu of compliance with the above requirement for sealed plans
and calculations, a Notice of Acceptance from the Product Control Section may be
provided, which Notice of Acceptance has not expired at the time of permit application.
Plans approved under the Notice of Acceptance do not need to be resigned and resealed
by an Architect or Engineer nor will duplicate calculations be required.
(d) Where the proposed structure is to be erected over public property,
applications and installations shall be performed by a licensed contractor registered to
perform this type of work in Dade County.
(e) Permits for the erection of a tent shall be revocable on 24 hours notice
and shall be temporary and for a period not exceeding 30 days.
4303.2 INSPECTION:
(a) The permit holder shall request the Building Official to make a final
inspection when the work is completed.
legible.
(b) The name of the manufacturer shall be affixed and shall be visible and
(c) Fabric awnings, fabric covered framework, (FCF) and canopies shall
have a permanent label affixed to each unit that states that the fabric membrane shall be
completely removed and stored in a safe place during storm events with wind speeds
equal to or greater than 75 mph.
Supplement No. 3 43-4
T \\\ \ \\\ \\
1_C% • bU I Lpl
-)11 PI- A
- 4 lo
�. e is s1
s°
j01
rl
I/2 SPACERS
X � ?EK To
�EGv► -E. 4M k GL�MP
ttJ'(o
04 2 o 4 /-
\iALANce
4I� * /8 " --11-0"
( )0E- 1.11 4 tot > (o2)
11
GENERAL NOTES:
1. All members shall be ASA Schedule 40 pipe, galvanized.
2. All other material shall be A36 steel (U.O.N.).
3. All welds shall comply with A.W.S. code (latest edition).
4. Cover all welds with corrosion resistant coating.
5. All structures designed in accordance with the wind
load provisions of the South Florida Building Code (latest
edition) /ASCE 7 -93.
6. Awning covers shall be removed in periods of high
winds: specifically winds in excess of 75 m.p.h.
7. Frames without fabric will sustain 120 m.p.h. winds.
8. All connections shall be fully welded (U.O.N.).
9. All frames have been designed using rational analysis.
1
1
14
— 3 -
ao
0
f
SIDE vIELi' . ve=
- - (1 of • LA-111 + 10'1 )
I/2 SPACERS
( x / 1E4
SM col 'I GLi o
_I PI LJ/
e A 1" r LTS
4rJ10 I.,sQOi
6 ,,i Trus
SIDE VIELJ �8_ I L o
• (TIP )or u I,1 I1 if 103)
GENERAL NOTES:
U II ?/ it -(r o�
Ts/5"x 3'
4t.s c:+c=R (r-(P. oF ALL
1. All members shall be ASA Schedule 40 pipe, galvanized.
2. AU other material shall be A36 steel (U.O.N.).
3. All welds shall comply with A.W.S. code (latest edition).
4. . Cover all welds.witti corrosion resistant coaling.
5 . All structures designed in accordance with the wind
load provisions of the South Florida Building Code (latest
edition)/ASCE 7 -93.
6. Awning covers shall be removed in periods of high
winds: specifically winds in excess of 75 m.p.h. .
7. Frames without fabric will sustain 120 m.p.h. winds.
8. All connections shall be fully welded (U.O.N.).
9. All frames have been designed using rational analysis.
ti