933 NE 99 St (2)Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204 Permit Number: BP2005 -517
Printed: 4/26/2005
Applicant: DARYL GALLO
Owner: GALLO DARYL
JOB ADDRESS: 933 NE 99 ST
Contractor KINCO, LTD.
Local Phone: 305 - 235 -1801
Parcel # 1132060340250
Building Permit
Contractor's Address: 13440 S. W. 131 ST.
Legal Description: 5-6 53 40 MIAMI SHORES SEC 8 PB 14 -33 E9FT LOT 16 ALL LOT 17 & W16FT LOT
Fees: Description Amount
FEE2005 -5225 Building Fee $180.00
FEE2005 -5226 CCF $3.60
FEE2005 -5227 Training and Education Fee $1.20
FEE2005 -5228 Technology Fee $4.50
FEE2005 -5229 Scanning Fee $12.00
FEE2005 -5230 Submittal Fee ($50.00)
Total Fees: $151.30
Total Fees: $151.30
Total Receipts: $0.00
ccuh
Permit Status: APPROVED Permit Expiration: 10/10/2005 Construction Value: $5,400.00
Work: REMOVE OLD WINDOWS AND REPLACE WITH NEW IMPACT RESISTANT WINDOWS (8)
Page 1 of 1
r4I „2aPAID
Signed: (INSPECTOR)
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict
conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work
done by either myself, my agent, servants or employes.
Signed: (Contractor or Builder) BY:
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. FA TAX FOLIO NO.
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
Is provided in this Notice of Commencement.
1. Legal description of property and street/address: 933 5 J' 7
2. Description of improvement: gc=C [1c .GNU
3. Owner(s) name and address: 1 "/L k a- b4 • 2 / L Cs• C v
93 3 ra. L 1 / ST ./» 4.3 , .z c JZ 2 ,2i FL .
Interest In property: , J/L r?-i C &-
Name and address of fee simple titleholder. x •/-q
4. Contractor's name and address: ,-" cc
3 4 s 4 c) IT w. / 3 . r ;�
5. Surety: (Payment bond require by owner from contractor, if any)
Name and address:
Amount of bond $ /
6. Lender's name and address: /44
7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes,
Name and address:
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and address: A/ /
9. Expiration dat
differs dat
Si at of Owner
Print Owner's Name
OF FLORIDA, COUNTY 0
H R - FY that this is a tr
of this Notice of Commencement,, , •l. ',. 0 is 1
� � �
ecified) _ ..
4
NMTN
HAR
By
Prepared by /
Sworn to and3ubscribed before r e this da vb1
I
Notary Pu
Print Notary's Name 4/Z /PA/A
My commission expires: 6- /LO .p 7
123.01 -52 PAGE 4 8/02
4///4-
/74) l C
o #DD 221731 a
c:FN 200!R0440180
OR Bk 23328 P9 4492; (las)
RECORDED 05/02/2005 15 :29 :20
HARVEY RUVIN, CLERK OF COURT
MIAMI -DADE COUNTY, FLORIDA
LAST PAGE
(.✓ / - (V
,/ L.2- `3r
11111111111 1111011111111111111111 11111111111
iY/ 28
Address: / Wi /d/ JT.
33/,3 C
BUILDING r —.7 „ .,., ,
PERMIT APPLICATIO _ o , 011 . .
FBC 2001
Permit Type (circle): Building 'Electrical
Owner's Name (Fee Simple Titleholder) 474.E ,4R, i
Owner's Address g% Al l • ' 1"7
City ,'A. ....C46 ,/, ,mod" State ? Zip
Tenant/Lessee Name Phone #
Job Address (where the work is being done) 9f✓ ,e./t pF' cr
City Miami Shores Village County Miami -Dade Zip �2 ? /."cg
is Building Historically Designated YES NO 2<
�7 72 cd /,' yid/ N- r J v210.4- ( e.
Contractor's Company Name . . ' ,/.,t. , ,'t/CO iJi 'Dp.) p- y .e.f Phone # 'cY) ...- Ira /
Contractor's Address /3 , :1'43 , % .i / _r-
City A 1/J---'~, i State / Zip
Qualifier / C t JI1 C i..).-.z (-
State Certificate or Registration No. C4gG Q.S � (. /} d Certificate of Competency No.
Architect/Engineer's Name (if applicable) /Y'/•
$ Value of Work For this Permit
Scanning $
Code Enforcement $
Total Fee Now Due S
(Continued on opposite side)
t 50
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Type of Work: ❑Addition ❑Alteration ❑New Repair/Replac ❑ Demolition
Describe Work : : lc 7'7Ov' /� ' /J 4✓( % ° /�c�� -�.p LU l ,fit cc' /A-/ / 2 - 4/
/w io MP# - 7 /���rf !r1 %/4:r./C c� /.✓t z'Jf'
( \ * * * * * * * * * * * * * * * * * * * * * * ** * F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
v
Submittal Fee $ <--)01 ` Permit Fee $
Notary $ Training /Education Fee $ / ac
Radon $
Structural Plan Review. $
Permit No.'6 f U 5 5 f l'
Master Permit No.
Plumbing Mechanical Roofing
GzJ Phone# 0�� /��,1 b ` ‘0
??,,v o
Phone #
Square Footage Of Work:
Zoning Bond $
CCF $7 i b (`1 CO /CC
Technology Fee $
4- �l0
Bonding Company's Name (if applicable) ✓' F;
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occu seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be apprgved ti einspection fee will be charged.
Signature
Contractor -
Sp "
The foregoing instrument was acknowledged before me this 2/ The foregoing instrument was acknowledged before me this
day of t y day � �Y
20� da of 20��'� b
Chc 05/13/03
er or Agent
who is personally known to me or who has produced
As identification and whoL, lki tU ath.
00 NOTARY P rr �p� ILIC: . \` x`� . \'•• UNF�i NOTARY PU
APPLICATION APPROVED BY:
V?
Sign: a *4/ o 010 A a X0 0 0 o�9o e
Print: — fife-/ 104 d' 4-.11-e 2 # : :
Sign:
Print:
Sy. #DD 221731 §Z: * -�• �
My Commission Expires: / ) /t) ° q•. e d ., .: My Commission Expires: fe e :
*, i 9 ` '•ry �WicUn d e � ' : \• \',m' 2 #DD221731 Q.
•
Signature
who is personally known to me or who has produced
as identification and who did take an oath.
c
fir-1 *A LJL4f _ 0°010, ?0O yin,
N°
4 1/04 ti al 10
„ 19 2C5 Plans Examiner
Engineer
Zoning
O/rrTcc- ^)
i
75F$
ccae.r.r �� 0 J
0 3 - 060
. 61 0-.05 rQddi�
if /x 6
w /VA- 0 0609.0 3
/49,4- 02 07d /.oS
/ OP
.s" )( 63
03 - 060 ! 03
KINCO WINDOWS Ltd
Job: 933 "-Or.
Date: mr4. » J 2 F-
�` 3ai38
f
•
M IAM DADS
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Kinco, LTD.
5245 Old Kings Road
Jacksonville, Fl 32254
SCOPE:
MIAMI -DADE COUNTY, FLORIDA
METRO -DARE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI. FLORIDA 33130.1563
(305) 375 -2901 FAX (305) 375-2908
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AID).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ Can areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes if this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their j urisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -
b ngu d Product Control Division that this product or
material fails to meet the requirements of the applicable building ing coode.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Series "MPRW" Aluminum Horizontal Rolling Window
APPROVAL DOCUMENT: Drawing No. W03 -33, titled "MPRW Alum Horizontal Rolling Window (Impact) ",
sheets 1 through 8 of 8, prepared by Al Farooq Corporation, dated 5/22/03, with revision date 09/03/03, signed and
sealed by Humayoun Farooq, 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.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, ci state and
following statement: "Miami -Dade County Product Control ty '
RENEWAL of this NOA shall be considered after a renewal application i has been filed and there ha s been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTLSEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Theodore Berman, P.E.
NOA No 03- 0609.03
Expiration Date: October 09, 2008
Approval Date: October 09, 2003
Page 1
Kinco, LTD.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W03 -33, titled "MPRW Alum Horizontal Rolling Window
(Impact) ", sheets 1 through 8 of 8, prepared by Al Farooq Corporation, dated
5/22/03, signed and sealed by Humayoun Farooq, P.E.
B. TESTS
1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202 -94
4) Large Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
6) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94
along with marked -up drawings and installation diagram of an aluminum
horizontal rolling window, prepared by Certified Testing Laboratories, Test Report
No. CTLA -1048W dated 4/30/03, signed and sealed by Ramesh Patel, P.E.
C. CALCULATIONS
1. Anchor Calculations, ASTM -E 1300 -98 and structural analysis, prepared by Al
Farooq Corporation, dated 6/5/03, signed and sealed by Humayoun Farooq, P.E.
D. MATERIAL CERTIFICATIONS
1. None
E. QUALITY ASSURRANCE
1. Miami -Dade County Building Code Compliance Office
F. STATEMENTS
1. Statement letter of conformance, dated 6/5/03, signed and sealed by Humayoun
Farooq, P.E.
2. Statement letter of no financial interest, dated 6/5/03, signed and sealed by
Humayoun Farooq, P.E.
G. OTHER
1. Letter from the consultant stating that the product is compliance with the Florida
Building Code (FBC).
E -1
Theodore Berman, P.E.
Deputy Director, Product Control Division
NOA No 03- 0609.03
Expiration Date: October 09, 2008
Approval Date: October 09, 2003
.*/r x
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12' MAX.
ANT W10711
33 11/18'
D.LO. (VENT)
FAN . FRAME
74'
BUCK DIM.
35 3 /e
33 11/t8'
D.L.O. (MK. UTE)
12'
FIN FRAME
TYPt(M F1 FVAnoN
TESTED UNITS
MAIL
7• MAN.
HEAD /SILL CORNERS
7' MAIL
HEAD /SILL CORNERS
1/0' ANN. GLASS
ONE PART SILICONE
• PECORA 895' OR
J TWO PAM SILICONE
e �Ii r ' 985'
ilt
$PRX ALUM{ HORIZONTAL SLIDING RINDOIT
DESIGN LOAD RATING'S FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 2.
DREMAYER
SEE NOTE BELOW
1 /0' ANN. GLASS
3/B' OVERALL INN. 3/4' OVERALL TM.
q.ASS TYPE 'A'
1 /5' HEAT SIREN. GLASS
SEt ORFER
SEE NOTE Stow
ONE PMT SILICONE
• PEOORA 093' OR
TWO PMT SILICONE
1 ' •PEOORA fee
WINDOWS GLAZED WTTN LAMINATED CLASS RATED FOR LARGE MISSILE
IMPACT AND 00 NOT REQUIRE SHUTTERS.
1 /0' HEAT SIREN. OtAS9
3/8' OVERALL THK. 3/4' OVERALL THK.
GLASS TYPE 'B'
Goer
THIS PRODUCT IS DESIGNED TO COMPLY W114 THE 91014 VELOCITY MIRRCANE A
ZONE or THE 2001 FLORIDA BUILDING CODE. •,
ALSO FOR WIND LOADS AS PER ASCE 7 -86. ASCE 7 -93, ASCE 7 -95 OR 1Z' CA. NMYAYOUN Mir
ASCE 7 ■98 AS REQUIRED BY PREVAILING BUILDING CODE !TINCTURES
N. It /
*000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER CAN. 3•36
LOA09 TO THE STRUCTURE. 200
ANCHORS SHALL BE AS LISTED. SPACEO AS 5110*N ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
ANCHORING OR LOAOINO CONOmONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL
1/8' ANN./104P. GLASS
1/4' MR SPACE
1 /9' ANN. CLASS
INTERUYER
SEE NOTE BELOW
1 /B• ANN. CLASS
ONE PART SNCONE
'PECORA 89S' 0R
lr n
TWO PART SILICONE
7ECORA g'
4
1/E ANN./TEMP. GLASS
1/4• MR SPACE
1/e' NEAT SIREN. GLASS
IN ERLAYER
SEE NOTE 80.0*
1/e' MGT SIREN. CLASS
ONE PART SILICONE
PECORA 093' OR
TWO PA SILICONE
I �' 'PECORA 1185* .111.E
AyA_N AI y,E,JNTERUYERS•
.100' SOUTH HP
.090' SOUfiA SAFLEX PVB
.090' DUPONT BUTACfTE PVB
G • r
• 431PF•114L••So
it
dr'.Ing no.
W03 -33 I
_Select 104 8 )
•
2
•
FIN FRAME WINDOWS
FIAMM FRAME WINDOWS
0931014 LOAD CAPACITY - P6? (X0 011 OX vas)
1117400E 0131!.
A.
MUSS MI 'A'
MUSS 777: 'e'
'12 305
1/4' YAPCONI
112 8Y5
1/4' TAPCONS
MOTs
MD01T
DT.(+)
M.( -)
EM.(4)
Wt( -)
2XT.(4),
IMT.( -)
OCT.(4)
«T.( -)
26 -1/2'
37»
53 -1/8'
75'
26'
(3)
3
60.0
70.0
60.0
70.0
80.0
00.0
60.0
00.0
3
00.0
70.0
604
70.0
00.0
00.0
60.0
00.0
6
00.0
70.0
00.0
70.0
60.0
00.0
00.0
00.0
6
00.0
70.0
60.0
70.0
60.0
00.0
00.0
00.0
26 -1/2'
37'
53 - 1/6'
71'
30 -3/5'
(3)
3
00.0
70.0
60.0
70.0
00.0
80.0
00.0
00.0
3
60.0
70.0
60.0
70.0
00A
00.0
60.0
00.0
5
60.0
70.0
60.0
70.0
00.0
00.0
00.0
00.0
0
60.0
67.9
60.0
67.9
60.0
80.0
60.0
00.0
26 -1/2'
37•
53 - 1/0 •
73'
60 -5/0'
(
3
604
70.0
00.0
70.0
00.0
00.0
00.0
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3
60.0
70.0
60.0
70.0
60.0
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50.0
00.0
5
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60.9
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60.0
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6
50.9
00.9
00.9
60.0
60.0
70.0
• 60.0
80.0
20 -1/2'
37'
53 -1/e'
76»
03'
(
3
60.0
70.0
00.0
70.0
60.0
60.0
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00.0
3
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61.5
60.0
65.6
60.0
01.8
60.0
60.0
5
60.3
60.3
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610
71.4
60.0
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40.0
40.0
600
60.7
60.0
00.0
23'
37'
49'
61'
73•
23'
25'
3
60.0
70.0.
60.0
70.0
00.0
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• 60.0
00.0
3
60.0
70.0
60.0
700
80.0
00.0
60.0
00.0
4
60.0
70.0
60.0
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00.0
5
60A
70.0
60.0
70.0
00.0
00.0
00.0
000
6
60.0
70.0
60.0
70.0
00.0
00.0
60.0
60 .0
25'
3?
40'
61'
73'
_ _
57:
3
500
70.0
60.0
70.0
00.0
50.0
00.0
00.0
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70.0
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4
605
70.0
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705
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6
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700
60.0
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00.0
6
604
70.0
604 ■
700
60.0
00.0
00.0
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73'
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604
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60.0
704
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00.0
00.0
60.0
3
60.0
700
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71.1
610
00.0
4
00.0
70.0
600
70A
00.0
794
60.0
60.0
8
004
644
604
044
6110
004
60.0
600
6
54.0
54.0
54.0
54.0
00.0
00.0
00.0
00.0
25•
3J'
49•
61'
73•
Ot•
(5)
3
60.0
70.0
00.0
70.0
60.0
80.0
60.0
00.0
3
60.0
036
000
69.3
60.0
634
60.0
60.0
4
66.6
55.5
66.0
556
00.0
04.0
00.0
00.0
0
47.0
47.5
47.0
47.0
00.0
642
00.0
00.0
6
42.0
42.5
42A
42.5
60.0
64.4
00.0
60.0 ,
FIN FRAME WINDOWS
Des=014 LOAD CAPACITY - PS? (X0 OR OX 21223)
BVCX DIPS.
A
01451 TM 'A'
MASS
"116 '0'
/10 8365
SIO
SKS
41071
M0011T
9XT.(4)
IM.( -)
05T.(4)
INT.( -)
25 -1/2'
3
60.0
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60.0
60.0
35»
25'
3
60.0
70.0
60.0
60.0
52 - 1 /5»
(3)
5
60.0
70.0
60.0
80.0
74'
0
60.0
70.0
00.0
60.0
25 -1/2'
3
60.0
70.0
60.0
60.0
35» •
37 - 3/6'
3
00.0
70.0
00.0
80.0
52 -1/6'
(
6
00.0
70.0
60.0
50.0
74'
6
60.0
67.0
00.0
00.0
25 -1/2'
3
00.0
70.0
604
60.0
36'
49 -5 /6
3
00.0
70.0
60.0
60.0
62 -1 /0'
(
5
00.0
674
604
00.0
74'
6
50.0
60.0
.60.0
00.0
25 -1/2'
3
60.0
70.0
• 60.0
50.0
36'
62'
3
60.0
67.5
60.0
60.0
52 -1/8'
(
6
50.4
50.4
60.0
60.0
74•
6
40.0
40.0
00.0
00.0
3
604
70.0
.004
80.0
•
3
60.0
700
004
60.0
24
4
60.0
70.0
60.0
60.0
( 3) •
5
60.0
70.0
004
00.0
6
60.0
700
00.0
00.0
24'
3
50.0
70.0
804
80.0
30'
3
60.0
70.0
60.0
60.0
48'
•
00.0
70.0
00.0
600
60
(0
5
00.0
70.0
60.0
600
72'
0
00.0
70.0
60.0
00.0
3
80.0
70.0
00.0
80.0
3
00.0
70.0
600
80.0
Or
4
00.0
70.0
60.0
60.0
0)
5
OA
04.0
00.0
00.0
6
54.0
54.0
60.0
60.0
r XI? ok
3
60.0
704
50.0
60.0
3
60.0
704
00.0
50.0
(5
♦
55.9
55.9
610
50.0
(5)
S
47.7
47.7
60.0
00.0
0
42.5
42.6
80.0
00.0
A - NO. OF ANCHORS PER HEAD & SILL
() - NO. OF ANCHORS PER JAMB
L
WNW,/ 1470T14
(FLANGE COOS)
SEE SHEET 1 FOR GLASS DESCRIPTION
A N0. OF ANCHORS PER HEAD & SILL
() . 140. OF ANCHORS PER JAMB
1
•
2
•
TYPICAL MCOORS
SR M. FOR SPACING
0
•
11TCM. M404OR3
6EE fXV. POR SPACN0
• A • •
I n OR 2fY
W000 FUCK
METAL STRUCTURQ
(STEEL OR ALUM. 1 /e' MN. T10CK)
STEEL i ry - 30 KSI MN.
ALUMNW i e063 -T3 MM.
TYPICAL ANC140R3 2 eY
SCE CL[V. P0R SPACN0 w000 eueK
WOOD BUCKS NOT BY KINCO, MUST SUSTAIN LOADS
IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM
TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS; SEE M/. FOR SPACING
INTO 2BY WOOD BUCKS OR W000 STRUCTURE
1 -1/2' MIN. PENETRATION INTO WOOD
1 /4" TAPCONS
INTO 2BY WOOD BUCKS OR WOOD STRUCTURE
1 -1/2' MIN. PENETRATION INTO W000
THRU 1BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY
1 -1/4' MIN. EMBED INTO CONC. OR MASONRY
A j /1e• TE(S OR SAL OR+ +IN • SCREWS
INTO METAL STRUCTURES (1/8' MIN. THICKNESS)
(1/4' MAX. SHIM SPACE)
110 SMS OR 5FT F fRR 11NC SCRFWB
INTO DADE COUNTY APPROVED MUWONS
040 SHIM SPACE)
ITEEPHOLES:
WI - 1' X l/4' WEEP HOLE WTH PLASTIC BAFFLE
AT 5 FROM EACH END.
Enyn DR hIAAMYDUFTNTS(SS'
S RUCTUAC3
Fl5. PE / +A337
CAN. 3330
LIANGE FRAME WINDOW
l.Met 30 8 j
xe tAYOt
ON OPPOSITE
or COUNTY MPR'O MULLION
SU SEPAAAIE NOA
TYPICAL ANCHORS
SCE O.N. FOR SMCINO
TYPICAL ANCHORS
SEE O.N. FOR 5►ACS10
Emn DR. HUW JN
STRUCtURO
M /E LOSS?
G1l
I FLANGE FRAME WINDO�
Orrwin0 no.
W03 -33
11 „t of $ )
TYPICAI. ANCHORS. SEC WV. root mama
11.9-1110
INTO WOOD STRUCTURES
1 -1/4' MIN. PENETRATION INTO W000
il0 SMS 0R SELF CIRIw 40 SCRFWS
INTO 0A0E COUNTY APPROVED MULLIONS
(NO SHIM SPACE)
WEEPHOLES;
W1 - 1' X 1/4' WEEP HOLE WITH PLASTIC BAFFLE
AT 3' FROM EACH END.
WOOD STRUCTURE NOT BY KINCO, MUST SUSTAIN LOADS
IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM
TO THE BUILDING STRUCTURE.
Ervin OR. nuw400 TmQOQ
Srnuclurta
RA .M tar?
GAM.
FIN FRAME WINDOW
{
1
s
X
:
drorinq no.
W03 -33
(Dn R,r a
TYPICAL ANCNOR!
SEC CLEY. FOR SPACO/O
V4* WAX. C
ADC FROM
Mt COUNTY mPKO ARMOR
SIC SEPARATE NOA
XO LAYOUT
OX OPPOSITE
M000 S1IRJCNRE NOT M KINCO IIVST SUSTAIN LOADS
OePO![D SY OtA2InQ STtTEM 416 TRANSFER THEM to
TN[ OURDOIO STRVCNRL
MICAL ANCHORS
SEC 01V. FOR SPACSTc
11.1USTUTIK DTIS. ONLY
ca. CR INT. FINISHES
Env: mUlATOUN FAROOO
FtA PC fle70T
CAN. S•
FIN FRAME WINDOW
Mowing no.
W03 -33
9
b
1
(limpet 6 $ )
2462
W21. ---�
1.77!
PART /
Ql1A1RIT1'
DESCRIPTION
IG'TLIWL
IGIN ►. /SVTTLiEd /RtYA]tA
U
�"
A
C n
�.,� ^'
O
.6
V n_
�, /1.-
p
[PM 75
�
1I
-,
s
2.000
.523
J
2.691
I
" - -' '-t�
D6t
T7P,
1.375
KCO -2043
i
FRANC OW - FLAME
606] -T6
-
Lit!
1 .
4b
' mot.
. 06
A37
KC0-2033
1
FRANC MEAD -1121
0003 -76
-
Jlr= 1270
I
40-271
1
F OAC S11.1. - FIANCE
0063 -15
-
KCO -272
1
"TOME DU. - FIN
0033-70
-
-!
VENT TOP/
1(00 -27]
1
SILL TRACK
6063 -76
-
TAP.
- -
L 2.116 i
1(00 -2042
1
FRAME JAM - VENT - FIANCE
0 063 - 16
KC0 -2032
1
RAM
FE JAMS - VENT - FM
0053-71
-
'3�
KC0 - 241
1
MAC .1.445 - FIXED - FLANGE
2063 -16
-
II(
LItt�M� -Ll6D
FRAME HEAD (FLANGE)
KCO -2071
1
RAMS JAWS -. FIXED - FIN
0003 -TM
-
-- -yS63
FRAME HEAD (FIN)
KCO -20M
1/VENT
FIXED 1110. AM
eoes -Te
-
,997
KC0 -2047
2/VCNT
K14T TOP k 501T. 1161.
0063 -16
-
K00 -2045
T
1/
INTERLOCK
KM INTERLOCK
6063 -76
-
1.501
1.501 A6!
VENT
KCO -2046
1/VENT
KW 44.14111 STILE
6063 -76
-
412
2.567
1,105
J
� 1
.072
I
.749
076 Mot
A76
.51'
LATCH
.013
7067
T ---
1
.062
TIP,
RP - 600
4/ (JT
(1022/10 5EA0 7/6'
ROM p40
-
S
RP -601
4/ VIE
OLAEINO BEAD 3/0'
RIGID PWC
3¢
` 2 0I
„ i
A�
.749
675
676
2 , cri
L -041
2/ 9(M
SNAP LAT04. 2 -5 /0' 1.0210
NYLON
AT 6' & 46' FROM BOTTOM
1/217021
FEN SPRMO
57. STEEL
F �
>t
4
a
x
y X $
pp C
JO 11
O 5 �
( � j VI :S
Y h
yTr - 2009
AS 6(00.
(BASS SPACER
POLYPRO /EPOM
DUN. OURONETER
.1111
L279
t2
A!
T Y
Wi
I'm
1326 I
{
-
-
-
-
E23151 NO
AS R[OD.,
/121 SEAL W EAT21EtSTIP
-
111.110/A8 ,167 X .150 OR COON.
723171140
4 RE00.
FIN SEAL WEATNERSTP
-
ULTXWM .157 % .170 OR EOVN.
U -4333
AS RE00.
MLA REA721025176PP1M0
-
OLON .190 1(
A R[00.
ASST SC
-
f6 a 1• PH 5M
AO)
-
2/VEN
ib([D RNL SCREW -SRL
-
/6 s 3' PM SMS
t 699
FRA ME 5111 (FLANGE)
L437-
JAMB STILE
Lin
t62
-
FRAME SILL (fill)
2/PANEL
HOUSING ! OVIDE
0
AT EACH END OF VENT
2.691
.777
11
- 1
L
--I .573
FRAME
2.016
Abe rn
4770
PANEL
RO LLOt
t 666
-
4/PANEL
ROLLER StNfT
ST. 3TEEl
-
.375
,062 TTM1
L1tt4
2.2.10
TT
iiiiW79
J�
-
2/WINDOW
SAFFt
IIYL.ON
AT 4' FROM 024 1 END
2/121A/711
WILE SCREWS
#6 ■ i/2 SMS
2.691
L7r1
..
- -
L375
[ .70
010.1,1.
I
j �
I f
1
$
S g
i
An
JAMB
(FLANGE)
L 1.437
MEETING RAIL
I
Alt
(FM)
1.500--.1 -�1
FRAME JAMB
2Jt so
_
200
. S � 1 I x . 060
s� _
ere (L' R !
NOM 6YvriTT�.'..Y.
1at1
.062
( _ _
I
T1T.
--
�
Ll l t
1723
L563
L
r
12O J
1067
.373
t.6x
A6
My .•• . .....-.•
.O_.!_ -:.� - 1
�111 -
N
' a
L063
a73
I u I
+1 L.153
CLASS SPACER scut I:I ut
C
g o.
2.753
t 4U
-
2491
rI
L437 413
FIXES ARC. RAIL
•
� '
21
i
r 2
sES
Lin DA. HUYAYDUN TNt000
1
F N. 74307
a63
T
SILL
2. 077
AU
TIP.
715
TRACK
let
T�
I A6t
.tdo
00 4100 '
I '
J
FIXED FRAME
JAMB
Af7
(FLANGE)
1-
drawing no.
W03 -33
DL821210 BEAD GLAZING BEAD
706' CLASS 3/5' CLASS
4u L -1.300
FIXED FRAME JAMB (7121)
shoot of
VENT Inpjarrrrnm comforts
D 1N01 A.1 TOP C RNER
?LANt.'F fRMMT RtT17114 CORtffq
!IN FRAi TOP CORNER
-n DR. NU.&YOUN FNi004
Sf1tK I
M PC / f6257
CAN. =X
A • 0 4 2003
drawing no.
W03 -33
5
,hut of
MIO�
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
PGT Industries
P.O. Box 1529
Nokomis, FL 34274
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: 1"x Std. Wall- Aluminum Tube Clipped Mullions
APPROVAL DOCUMENT: Drawing No. 6620, titled " 1" STD. Wall Mullion ", sheets 1 through 5 of 5,
prepared, signed and sealed by Robert L.Clark, P.E., dated 5/24/01, bearing the Miami -Dade County Product
Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County
Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 00- 0912.05 and, consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Theodore Berman, P.E.
NOA No 02 -0701.05
Expiration Date: June 28, 2006
Approval Date: July 10, 2002
Page 1
Y
GLAZING
PROOICT
h
/
fYP.
MULLION
GLAZING
PRODUCT
GLAZING
PRODUCT
GLAZING
PROOUCI
H
III
I
WI --1 W2
PRODUC
MAIM
PRODUCT
GLAZING
PRODUCT
WI --1 W2
r
ANCHORS:
TYPE. B
V OR 0.
eon4 cos\
MULLION
W - Wt +W2
(2) WINDOWS MULLED TOGETHER
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
MAX OPENING = W OR WI +W2
MULL LENGTH = H
ANCHORS
TYPE • S .
C OR b"
80714 ENOS"'
H
NOTFS•
1. FOR ANCHORAGE TYPE. QUANTITY AND LOCATION
REFER TO SHEETS 2. .3 AND 5
2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 5 UNITS
3. MULLIONS ARE APPROVED FOR IMPACT dr NON— IMPACT
4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975
1
GLAZING
PRODUCT
TYP
GLAZING
PRODUCT
HI
J
H - HI +042
(1) WINDOW MULLEQ
WANE ABOVE
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
MAX OPENING = H OR H1 +H2
MULL LENGTH = W
ANCHORS:
TYPE.W.
V OR 0
BOTH (Nos
,�
Robert L. k,P�
P.E. 139712
St urrnrn
W
W -WI +w2
H - H1 +H2
(2) WINDOWS MULLEQ
W /ONE ABOVE
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
M1) MAX OPENING = H OR H1 +H2
MULL LENGTH = W OR W1 +W2
M2) MAX OPENING = W OR W1 +W2
MULL • LENGTH = Hl
INDUSTRIES
Revd fiY gat.:
Pawn By:
ARRANGEMENT DETAIL
rw:
1070 TECHNOLOGY DRIVE P.O. 802 1529
NOKOMIS, FL 34275 NOKOMIS. FL 34274
ANCHORS
m t A'
P.J.P.
ANCHORS:
TYPE . 13 . ,
C" OR
BOTH ENDS
CAW lir
—wl 1 W2 —w3-1
I
w — Wf +W2 +W3
H - 11+12
MULTIPLE WINDOWS MULLED
W /ONE ABOVE
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
M3) MAX OPENING = H OR HI +H2
MULL LENGTH = W OR W1 +W2 +W3
M4) MAX OPENING = Wl +W2 OR W2 +W3
MULL LENGTH = H1
0014
4
w
PRODUCT REVISED
CCOPM.cwue the 11.0181
B.NS.! Code
Acceptance t w�2g
MLA P'vd°" Control
Re.;a:.na:
1" STD. WALL MULLION
Sena/Model: kale: Sheet:
MULLS NTS 1 .I
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
t1rLTE JUN 2 A 2aai.
PRO DI CUT 0NTROL DIVISION
EULDING CCOE COMPLIANCE OFFICE
ACCEPTANCE ND 00 - (8 .OS
o.v.tna Nc.
6620
P.or. I MULLION
MUL OF CLP
CUT RANGES OPT Of
ANAL CUP TO IVRY A
V • -CH4 NNEL AP
NSTALL AS SHOM
. MULL
M
P.C.T.
WULUON
7WO0 2
BUCK
r _2. OR 4
FOR I' MULL
TYPICAI MULLION TO MU I I ION INSTAI I ATION TYPE A"
1 M IN.
r _2. OR 4 - -1
IMPORTANT:
QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL
REPRESENTATION ONLY. FOR CORRECT QUANTITY OF
ANCHORS PLEASE REFER TO CHARTS AND FIND THE
CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR
SPECIFIC APPLICATION.
MIN.
TYP CAL MULLION TO STRUCTURE WITH
WOOD BUCK TYPE B"
NOTE:
1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED
SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3.
QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME
AS THE QUANTITY OF ANCHORS FROM CUP —TO— OPENING.
2. REFERENCE TEST REPORT FTL -2902. 2903 AND 2975
/72 l7( SACS.
STAGGERED ON
OPPOSITE SIDES
(50 AS NOT 70
INTERFERE MN
EACH OTHER)
/12 S.M.S. (799/)
ALL M BC 610E COUNTY
APPROYEO. SEE NOTE /1
/I2 fn. SACS
STAGGERED ON
OPPOSITE SIDES
(50 AS NOT TO
INTERFERE 711744
EACH OTHER)
SEE NOTE /1
/72 W000 SCREW (t91/)
MN. T PENETRATION NTO
4000 iTUCIf. ALL FASTENERS
MUST BE 610E COLWTY
APPROVED. SEE NOTE /I
•
Robert L CI P.E.
P.E. 039712
4tyTMtrn1
INDUSTRIES
TYPICA! MULLION TO STRUCTURE WITH WOOD
BUCK REMOVED FROM CONC. TYPF C"
TYP CAL MULLION TO STRUCTURE WITH
WOOD BUCK AND CONC. TYPE "Cr
Roved BN1 rote:
Deem By
P.J.P.
RUIN
CIAO By: Oat.1
PRODUCT REVISED
an eompTlEq Mill the ilarkb
Baldly, Code
AV:WS ee No -/ ?0.O$
Eepinlbe Date
MI= Dade Prodoet Conti
oote 4/28/00
Re.4.7oetv:
Oesary0o 9
CLIP & INSTALLATION DETAIL
1" STD. WALL MULLION
S•Kee/ModeC
1070 TECHNOLOGY ORNE P.O. BOX 1529
NOKOMIS R 34275 NOKOMIS. FL 34274 MULLS
/I2 FN. SIAS.
STAGGERED ON
OPPOSITE SCES
(SO AS NOT TO
N2RPERE 9014
EACH OTHER)
SEE NOTE /I
MOL d• rAaCON (246/)
•.. WIN. 1; PENETRATION INTO
. CONCRETE OR BLOCK
• STRUCTURE ALL FASTENERS
• MUST BE 610E COUNT?
APPi 07ED. 5(E NOTE /1
/72 F.N. SM.S
STAGGERED ON
OPPOSITE SIDES
(50 AS NOT 10
INTERFERE 111N
EACH o7N0)
SEE NOTE /1
EI9E E{' TAPY'04 (748/)
MW. 7; PENETRATOR 4ITO
CONCRETE OR BLOCK
STRUCTURE. ALL FASTENERS
MUST BE DACE COUNTY
.APPROVE6 SEE NOTE /7
Scare. Shoe: 0ee.1q Nw
NTS 2 e, 5 6620
APPROVED AS COMPLYING 141744 TIE
SOUTH FLORIDA BOWING CODE
OA
OY
PR.r.CT TROL DOWN
BUILDING CODE CCMPU MICE OFFICE
ACCEPTANCE no 00- o Y 12
IMPORTANT;
QUANTITY OF
ANCHORS SHOWN
ARE FOR A PICTORIAL
REPRESENTATION
ONLY. FOR CORRECT
QUANTITY OF
ANCHORS PLEASE
REFER TO CHARTS
AND FIND THE
CORRECT MULL SIZE
AND PRESSURE
REQ'D FOR YOUR
SPECIFIC
APPLICATION.
CLIP LENGTH CHART
FOR 1 x MULL
MULL SIZE
1 x 2 x 8
1 x 4 xh
A '
1}�
d
•
14 MAX
LA J •
1" MULL CLIP
TWO (2) ANCHOR LOCATIONS
EXTRUSION DWG / 7099
MIN. FROM
ENDS (TYP)
–
MAX.
//
Bsaz R[£2
1. REFERENCE TEST REPORT FTL- 2902,2903 AND 2975 d 397 /t
L
MIN.J I-.-A'J
1 MULL CLIP
FOUR (4) ANCHOR LOCATIONS
EXTRUSION DWG / 1099
FAT
INDUSTRIES
Rend Or role:
0...n sr P.J.P.
7070 TECHNOLOGY DRIVE P.O. BOX 1529
NOXOMRS. FL .34275 NOKOMIS. FL .34274
1" MULL CLIP W/TABS REMOVED
TWO (2) ANCHOR LOCATIONS
EXTRUSION DWG / 7099
MIN. FROM
fl END (TYP)
l
'1" MULL CLIP WJTABS REMOVE()
FOUR (4) ANCHOR LOCATIONS
EXTRUSION DWG / 1099
Cakd 9.r Irate:
Oo1c 4/28/00
Sertes/kaded
MULLS
T
PRODUCT REVISED
le ew/Mry with ttw flwld.
Balding Ae .p(s. Code O OS
Espinlea Date
Mite Dad. Precinct Coatrol
DiNdea
MIN. FROM
END (TYP)
APPROVED AS CC, Mt 1NG NITH THE
SOUTH lir
DATE
BY
PR OI OMSION
BUXOM; CODE COMPLIANCE OFFICE
.roc erP ',n 00-0 912.0.
Revisions:
1 M ULLION CLIP ANCHOR LOCATION
1" STD. WALL MULLION
Scale:
NTS
Shoot OroNnq No.
3 a 5 6620
Rey.
� 8 (TYP)
NOTE:
1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975
2
1 x STD. WALL MULLS
MAT'L: 6063 —T6
J �E
Robert L. rk, ¢ .E.
P.E. 434712
Structural
1
ItT
INDUSTRIES
1070 TECHNOLOGY DRWF
NOKOMIS, n 54275
1
3
i
r
•
TNN:
4
Rend & IDet.:
Groom P.J.P.
0.snpcon:
PROFILES
CAtd f IDot.
DoN:
4/28/00
Sed.e/Modeh
P.O. BOX 1529
NOKOMIS. FL J4274 MULLS
PRODUCT REVISCD
- E Ctde PINY.
.Y.
Accept.** No 05
E pint Dot. 64
By
MJ. [Dade Protect Omani
DIHIo.
1" STD. WALL MULLION
Saett: Meat:
NTS 4 or 5
APPROVED AS COMPLYING WITH THE
SOUTH now L I fl z 1 11 E
MTE JUn L
L'Y v •
PR ••' •NTROL DMSION
CM DING CODE COMPLNNCE 0 ICE
ACCEPTANCE NO. 0 O " `1 2 . b
Oro win; No.
6620
Row
(.125
chors
L_
50
60
OPENING WIDTH IN INCHES
70 1 80
90 ! 100 1 110 120
130
160
___ 42
48 . 170
50.625
. 54
60
_ - 70
170
_170
170
170
170
170
170 I 170 ! 170
170
170
170
170
170
170
170
170
1701170 1 170
170
170
170
170
170
170
170
170
170 ; 170 170
170
170 1 170
162 I 158
157
157
157
157
157
141
143
134 127
124
122
122
122
63
170
160
128
119 i 112
108
106
106
106
66
— 72
_ 76
78
170
145
127
115
106 100
96
93
92
92
142
120
120
105
95
87 81
77
74
72
71
102
90
81
74 1 69
65
63
61
59
1_11
94
83
74
68
' 63
60
57
55
53
84 88
75
65
59
53
49
1 46
44
42
33
40
90 72
60
53
47
43
39
37
35
_
31
96 59
50
43
38
35
32
30
28
27
24
16
_1 08 41
111 38
35
30
27
24 22
20
19
18
32
28
24
22 I 20
19
17
16
-
144 17
-
-
-
- I -
- -
-
-
-
1x2x.125 _ OPENING WIDTH IN INCHES
2 Anchors 50 j 6 70 _ 80 I 90 T 100 I 110 I 120 130 160 '
1x4
4A
O
42
48
50.625
54
60
63
66 .
72
76
78
- 1_84
90
96
108
111
144
129 115 107 104 103 I 103 I 103 103 103 103
83 73 67 63 61 i 61 61 61 61 61
70 61 55 52 L _ 50 ,'• 49 : 49 49 49 49
57 49 44 41 39 1 38 i 38 1 38 38 38
41 35 31 29 ; 27 26 1 25 25 25 25
35 30 27 24 1 23 i 22 I 21 20 20 20
30 26 23 21 19 18 1 18 1.7 17 17
23 20 17 16 I -
20 17 15
18 15 -
NOTES:
1. MAXIMUM ALLOWABLE PRESSURE IN PSF.
2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS,
CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1.
3. REFERENCE TEST REPORT FTL —2902, 2903 AND 2975 Robert L Clark, P.E.
P.E. tt39712
Structural
NDUSTRIES
Pond &-
Croon ,i,:
Dth:
1,
Width
Horizontal Mull
I
Opening
Width
L_
Multiple Mulled Units
Date.
P.J.P.
1070 TECHNOLOGY DRIVE P.O. BOX 1529
NOKOWS, FL .34275 NOKOMS FL .34274
Vertical Mull
\
Width
pits ey
Series/MOdd.
MULLS
Mull
Length
D ' t 4/28/00
PRESSURE CHARTS
Mull
Length
Revision
1" STD. WALL MULLION
Seats:
NTS
5 a5
FRODOCT REVISED
cPO'I•! oh" do Florida
8 •Mi•Naae
Accepter= No0 • ..05
EjN Due eVVEL.
ML .. i D.* Rdoel Ceottai
ilMofon
APPROVED AS COMPLYING WITH THE
SOUTH Pjurri
BY
Pa . ROLOMSION
3UfOING CODE COMPLIANCE OFFICE
Ar FIANCE NO -09/1.. or
Droop 4 No.
6620•
I
MIAMID
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Gopi Glass Sales & Services Corporation
7450 N. W. 41 Street
Miami, FL 33166
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Series "510" Aluminum Fixed Window- Impact
APPROVAL DOCUMENT: Drawing No. W02 -50, titled "510 Aluminum Fixed Window (Impact) ", sheets 1
through 4 of 4, dated 05/20 /02 and last revised on 01 -04 -03, prepared by Al- Farooq Corporation, signed and
sealed by Dr. Humayoun Farooq, 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.
MISSILE IMPACT RATING: Large Missile Impact Resistant
LABELING: Each unit shall bear a pennanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words .Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I.
NOA No 02 -0826.03
tion Date: February 20, 2008
royal Date: February 20, 2003
Page 1
Gopi Glass Sales & Services Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
(For File ONLY. Not part of NOA)
DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W02 -50, titled "510 Aluminum Fixed Window (Impact) ", sheets 1
through 4 of 4, dated 05/20/02 and last revised on 01- 04 =03, prepared by Al-
Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P. E.
B. TESTS
1. Test reports on 1) Air Infiltration Test, per TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per TAS 202 -94
3) Water Resistance Test, per TAS 202 -94
4.) Large Missile Impact Test, SFBC PA 201 -94
5.) Cyclic Loading Test, per SFBC PA 203 -94
along with marked -up drawings and installation diagram of a series 510
aluminum fixed window, prepared by Hurricane Engineering & Testing Lab, Inc.,
Test Report No. HETI -02 -1211, HETI- 02 -1145A and HETI- 02- 1145Ball dated
March, o4, March 05 and April 30 , 2002 respectively signed and sealed by
Hector M. Medina, P. E.
C. CALCULATIONS
• 1. Anchor calculations, comparative and structural analysis, dated August 20, 2002,
prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq,
P.E.
D. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 01- 0205.02 issued to Solutia for "Saflex /Keepsafe
PVB ", expiring on 05/21/06.
E. STATEMENTS
1. Statement letter of confoiinance and statement letter of no financial interest dated
August 15, 2002, signed and sealed by Dr. Humayoun Farooq, P.E.
2. Laboratory compliance stated as part of above test reports. •
F. OTHER
1. Proposal 01-0455, approved by BCCO dated 12 -13 -2001.
E -1
is \,
• 'shag L Chanda, P.E.
Product Control Examiner
NOA No 02 -0826.03
Expiration Date: February 20, 2008
Approval Date: February 20, 2003
GOP -10
D.L OPQ
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FROM ENDS
USE DADE COUNTY
APPROVED MUWON
(UNDER SEPARATE APPROVAL)
18 MAX.
HEAD /SIU.
WINDOW WI OTh \ WINDOW WIDTH
SERIES - 151f1 ALUMINUM PTXRD ttmNDOIF
DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHART
SHOWN ON SHEET 2.
FIXED WINDOWS GLAZED WITH LAMINATED CLASS RATED FOR
LARGE MISSILE IMPACT MD REQUIRE NO SHUTTERS.
1100 PRODUCT IS DESIGNED 1O COMPLY WITH THE HIGH VELOCITY HURRICANE
ZONE OF THE 2001 FLORIDA BUILDING CODE
ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93. ASCE 7 -95 OR
ASCE 7 -98 A5 REQUIRED BY PREVAILING BUILDING CODE
WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
ANCHORING OR LOADING CONDMONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL
rALSE MUNTINS
SURFACE APPLIED
OPTIONAL
GDP-7
TYPICAL ELLVAT1ON
TESTED UNRS
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VI °
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
1ST
. W000 BUCKS
. A.: H TYPICAL ANCHORS
SEE ELEV. rort SPACING
ill t -J
ri►i willIIm IfiMIIIIIMII111.1
0
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METAL STRUCTURES
(STEEL OR ALUM. 1 /e' MIN. THICK)
57m i rr- 35 KSI MIN.
ALUMINUM 7 0003 -T5 MK
WOOD BUCK
2 BY SEE ELEV. FORK SPACING
DADE COUNTY
APPROVED MUIUON
Ct MULLION ANCHORS
WOOD BUCKS NOT BY COPT CLA IS CORP., MUST SUSTAIN
LOADS IMPOSED BY GLAZING SY TEM AND TRANSFER THEM
TO THE • BUILDING STRUCTURE
TYPICAL. ANCHORS; SEE EU V. FOR SPACING
y 3 /te' TAPCONs
INTO 28Y W000 BUCKS OR WOOD STRUCTURE
1 -3/8' MIN. PENETRATION INTO W100
THRU 18Y W000 BUCKS INTO MAE)NRY OR DIRECTLY INTO MASONRY
1 -1/4' MIN. EMBED INTO MASONR' OR CONC.
3 /1e' ORBI OR FOUW RI/ F >RR SCREWS (GRADE 5)
INTO METAL STRUCTURES (1/8' MI 1. THICKNESS)
/10 X 3/4' SMS (MIN_ ORAO * 1BSL
INTO APPROVED MUWONS (NO SH d SPACE)
SEALANTS;
FRAME CORNERS AND INSTALLATIO SCREWS AT SILL
SEALED WITH SEALANT.
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
A PP"mime•mrbig.t.r. the
M 3
TTIM
PART /
QUANTITY
DESCRIPTION
HATEIUAL
10317./RUPPIl6II /REMARES
I
0OP -10
2
FRAME !CM/SILL
6063 -TS
-
2
OCP -7
2
FRAME JAMS
6003 -T3
-
3
CCP -Q
4
GLAZING BEAD
(063-13
-
4
CCP-6
AS REOD.
COYER OIANNEL
6063 -T6
OPTIONAL
8
/6 x 3/4'
2/ CORNER
ASSD4/LY SCREWS
-
P.N. PHUJPS
6
(12 x I
AS REOD.
CIAZWS WO SCR 45 0 r FROM ENDS 0 12. O.C.
-
P31. SMS
1/4' MAY
2 HY
W000 KKR
TYPICAL ANCAIDRS
SEE ELEV. FDR SPACING
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
EXTERIOR
0 OPO
WINDOW WIDTH
' �� • TYPICAL ANCHORS
DEC ELEV. FOR SPACING
1111
SEE SEPARATE NOA
FOR MULLION AND
MUWON ANCHORS
jPNxme11l Iti
4k4NCpM 2rg
Product Ca
CSUAl y.u,YL1.
WELDED 40I
AT ENDS
TYP. CORNER DRTALIC
W LOED JOINT /
AT ENDS
OPTIONAI. CORNER
MIAMI•DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
T.M. Window & Door Co.
601 NW 12 Ave.
Pompano Beach, FL 33069
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Series "230"Outswing Door with Sidelites LMI ✓
APPROVAL DOCUMENT: Drawing No. W02 -77, titled "Series -230 Alum Out -Swing Door W /Sidelites ",
sheets 1 through 6 of 6, prepared, signed and sealed by Humayoun Farooq, P.E., dated 08/28/02, 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.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection e•b • the r est of the Building Official.
The submitted documentation was
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
NOA No 02- 1016.09 /
xpir ion Date: December 26, 2007 •/
Approval Date: December 26, 2002
Page 1
T.M. Window & Door Co.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
(For File ONLY. Not part of NOA)
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W02 -77, titled "Series -230 Alum Out -Swing Door W /Sidelites ", sheets
1 through 6 of 6 prepared, signed and sealed by Humayoun Farooq, P.E., dated 08-
28/02.
B. TESTS
1. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94
2) Large Missile Impact Test per FBC, TAS 201 -94
3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
along with marked -up drawings and installation diagram of aluminum outswing
door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-
3355, dated 01/29/02, signed and sealed by Luis Antonion Figueredo, P.E.
2. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94
2) Large and Missile Small Impact Test per FBC, TAS 201 -94
3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94
along with marked -up drawings and installation diagram of aluminum outswing
door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-
2648, dated 06/26/00, signed and sealed by Aldo P. Gonzales, P.E.
3. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94
2) Large and Missile Small Impact Test per FBC, TAS 201 -94
3) Water Resistance Test, per FBC, TAS 202 -94
3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94
along with marked -up drawings and installation diagram of aluminum outswing
door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-
3053, dated 06/26/00, signed and sealed by Aldo P. Gonzales, P.E.
C. CALCULATIONS
1. Anchor Calculations and structural analysis, prepared by A1- Farroq
Corporation, dated 10/15/02, signed and sealed by Humayoun Farroq, P.E.
D. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc. for "Saflex/Keepsafe
Maximum" dated 05/17/02, expiring on 05/21/06.
E -1
Theodore Berman, Deputy Director
Product Control Division
NOA No 02- 1016.09
Expiration Date: December 26, 2007
Approval Date: December 26, 2002
E. STATEMENTS
1. Statements letter of conformance, dated 10/15/02, signed and sealed by
Humayoun Farroq, P.E.
2. Statement letter of no financial interest, dated 10/15/02, signed and sealed by
Humayoun Farroq, P.E.
F. OTHER
1. Letter from Pistorino & Alam Consulting Engineers, Inc.
E -2
r2c
Theodore Berman, Deputy Director
Product Control Division
NOA No 02- 1016.09
Expiration Date: December 26, 2007
Approval Date: December 26, 2002
SURFACE APPUEO
FALSE MUNIINS
MAY BE USED
ai
11
11
11
11
11
11
33 3 /e'
D.L OPG.
37 3 /B' •
StOEUTE WIDTH
11
11
25 1/2'
D.L OPO.
34 1/Y
MEL W. H
PRAMS WIDTH
u' MAx.
HEAD /SILL
/
145•
71 1 /e'
R FRAME WIDTH
( OXXO )
25 1/2'
D.L OPO.
34 1/2'
PANEL WIDTH
!I
'1
11
II
:= ===yt== ==
1.r
11
11
11
11
11
33 3 /e•
0.L OPO.
37 3/e'
SIDEUTE WIDTH
� S• MAX.
BEAD /SILL
I CORNERS
I •.
1
TYPICAL FI R/ATION
TESTED UNITS
g
SERIES -230 ALUM OUT— STTLNr DOOR W/ S=DELITES
D00RS /SIDELITES GLAZED WITH LAMINATED CLASS RATED FOR
LARGE AND SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS.
SEE SHEET 2 FOR DESIGN LOAD RATINGS.
THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIM VELOCITY MURRICANE
'ZONE OF THE 2001 FLORIDA BUILDING CODE.
ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS.
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL
SURFACE APPUEO
FALSE MUNRNS
MAY BE USED
2e s /B'
D.L OPO.
34 I/2'
PANEL WIDTH
FRAM: W/DTM
MEAD
I I 1 1
( XX )
Tr�r: 6R' litimAYOUn FM
STRUCTURES
FLA., PE 1 11357
2002
e' 13• VA3 _
HEAD /SIL.
CORNERS
•■
/
I /
1
/ 11
/ 11
/
26 s /e'
D.L OPG.
34 1/2•
PANEL WIDTH
S• MAX.
t
Approval es . Mb or
mum
2
drawing 1
W02 -77
[ sheet 1 of 6
DOORS Wrt1IOUT SCE= - DE510N LOAD CAPACITY - PSf
NOMINAL DOOR DIMENSIONS
CLASS TYPE IF
01153 TYPE 'C
016.55 TYPC '0'
MUSS TYPE IF
GLASS TYPE 'C
CUSS TYPE '0'
X
XX
EM. ( +)
HT. (-)
EXT. ( +)
MT. ( -)
EM. (a)
6(T. (-)
EXT. ( +)
INT. (-)
EXT. (+)
INT. (-)
EXT. ( +)
MT. ( -)
3'-1 7/16' X 60-6'
6' - 0' X 6'
53.3
90.0
53.3
60.0
53.3
65.0
60.0
90.0
00.0
60.0
05.0
53.0
3' -1 7/16' X 7' -0'
6' -0' X 7-0'
53.3
90.0
X
X
53.3
65.0
60.0
90.0
X
X
05.0
63.0
3' -1 7/16' X e'-O'
6'-0' X e'-0'
53.3
90.0
X
X
33.3
63.0
00.0
90.0
r.
X
6s.o
63.0
DOORS WON STANDARD SILL
FOR DOORS WIN 101 ADD -0N SILL RISER
OR FOR OPNO5. WHERE WATER 64i1LTRATION REQUIREMENTS
- ME 60T MPUCABLE
SIOELJTE - 0ESiCN LOAD CAPACITY - 951
PANEL DIMENSIONS
WIDTH
3' -0'
3' -1 5 /0'
3 . -0'
3' -1 5/8'
63OHT
r-o'
r-o'
0' -0'
e' -0'
CLASS T1PC 'A'
EXT. (a)
65.0
63.0
45.0
60.6
WT. ( -
65.0
65.0
65.0
00.0
37 7/16'
(x)
71 5/0' MAIL
fY
W
xo
ox
109 15/16' MAX.
/
(oxo)
1 as' MAX.
(OX xo)
(xxo)
C(oxx
APPROVED CONFIGURATIONS
114 1 /16' MAX.
(xox)
DOORS MTN SIDELITES
SEE CHART ABOVE FOR SIOELTE CAPACITY
USE LOWER (KUE OF SIDEUTE OR DOOR
3/10' NOIDL=D CUSS
090 4411.01 160 KEEPS FE MAXIMUM
PVB INTIMATER
0.460" OVERALL LAM. CLASS
GLASS TYPE 'A'
GLAZING DETAIL AT SIDEUTE
36011LDIN0
OP7)01•L
3/16' ANNGL[D 01.6.55
.060 SATLEX 910
MID MTERUYER
3/16' ANNEALED CLASS
�
CO 3 6 1REMGIAZE 600
g
0.440' OVERALL LAM. GLASS
GLASS TYPE 'C'
OCT 2002
3/16' ANNEALLD CLASS
.061 W -C1.63
POLYGRDONATE LAMINATE
3/10' ANND•1E0 CUSS r 1 3/16' ANNEALE0 CLASS
TNMO TREMCLAZE 500 I SLICCN3 TRMCU2E 300
0.455' OVERALL LAM. CLASS
GLASS TYPE 'B'
3/16' TEMP. CUSS
.090 SAYLEX 1110
P369 INTERLAYER ••
3/16' TEMP. GLASS
SILICONE 76Et10LAZE 300
0.460" OVERALL LAM. GLASS
GLASS TYPE 'D'
Engr. D6. NUIMYOt1N /AR000
IITRuCTURES
MA. 9393 1435,
Agn id r e riefre'MMe
nor.
Dew 2
•
ay4 el
Mal
D7
z
(sheet 2 of 6
n
L
1 1: j
( drawing no.
W02 -77
1
: a.a.
�11
TYPICAL ANCHORS TYPICAL ANCHORS IBY
SEE RLV. FOR SPACING' 1.000 BUCK
SEC QN. FOR 3PACRNG
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
• IBT
*000 BUCK
- r
3 xe'
S
FROM
SILL ENDS
1/2' MIN.
FLUSH BOLT
PENETRATION
TYPICAL ANCHORS
REVD. FOR
ESIGN LOADS
ABOVE 65.0 PSF
/6 SIAS
AT t2' O.C.
RECO. FOR
DESIGN LOADS
ABOVE +53.3 PS1
6E00. FOR rr
DESIGN LOADS
ABOVE 65.0 PSF
3/6•
I/2 FROM
SILL ENDS
WOOD BUCKS NOT BY TM WINDOWS. MUST SUSTAIN I TYPICAL ANCHORS• SEE ELEV. FOR SPACING
LOADS IMPOSED BY CtAZINO SYSTEM ANO TRANSFER I /4' DIA TAPCONS
THEM TO THE BUU.OING STRUCTURE INTO WOOD BUCKS OR W000 STRUCTURES
1 - 3/4' MIN. PENETRATION INTO WOOD
THRU 18Y OR 280 W000 BUCKS INTO MASONRY OR CONC.
1 -1/4' MIN. EM8E0 INTO MASONRY OR CONC.
DIRECTLY INTO MASONRY OR CONC.
1 -1/4' MIN. EMBED INTO MASONRY OR CONC.
j /16' So, ORB I INC SCREWS (rlRR I !4 FX OR EOIRY
IMO METAL STRUCTURES
(STEEL OR ALUMINUM t /8' MIN. THICK.)
STEEL : Fy - 36 KS1 MIN.
ALUMINUM : 6063 -15 MIN.
ALT.
•
TYPKL ANCHORS
SEE ELEV. FOR SPACING SEE RN. FOR sPACINO
_OPTIONAL HI -RISE SI1
rate IUC LF.;s
(:-E1_ !R ALUM. , !6' Mn{ ?moo
STEEL ' h - .16 KSI 41$.
ALUMINUM 8063 -15 MIN.
/14 SMS OR
t/4' 54. SELF DRILLING SCREWS
RECD. FOR
DESIGN LOADS
ABOVE +53.3 PSF
• AN. .s
SCE ELL, FOR
SEAM NTS;
FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED
WITH WHITE COLORED SEALANT.
SEAMS BETWEEN MULLION AND JAMBS SEALED WTTH SILICONE.
HINGES;
7 - /6' LONG ALUM BUTT HINGES. AT 11' FROM EACH ENO
AND ONE AT MIOSPAN OF LEAF.
LOCKS;
STANDARD STEEL THROW BOLT LOCK. KEY OPERATED 044
EXTERIOR AND THUMB TURN ON INTERIOR
AT EACH ACTIVE LEAF LOCK STILE, 46' FROM BOTTOM
CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON
EXTERIOR AND THUMB TURN ON INTERIOR
AT EACH ACTIVE LEAF LOCK STILE, 38 - 1/2' FROM BOTTOM
MANUALLY OPERATED CONCEALED FLUSH BOLTS
AT TOP Q BOTTOM OF EACH LEAF LOCK STILE
(ftUSN BOLTS AT TOP k BOTTOM Of ACTH MO RIACTM LIAR
TO 6E DN0 ammo P1!1100 OF NURRICNN WARMING)
"Mr. OR NUMAYOUN 1AR000
STRUCNRCS
RA PC 0 16137
137
li
ao
Oro Inc? no.
W02 -77
sheet 3 of 6
SIDELDE WIDTH
O
11/16'
HINGE ASSEMBLY
OPTIOWL
LEAF WIDTH
DOOR FRAME WIDTH
OVERALL FRAME WIOTH
LEAF WIDTH
IM SP
LEAF MOTH
, ACTIVE LEAF
Engn OR. MUI1AYWN FM1000
STRUCTURES
F%A. Pc F 16337
5 2007
H
11/16'
S10ELRE VADTH
ED
Amara 8. .. — •
Dar �F • •
NOM , r4F ^1Ia•1:
Moat
e5
. Crowing no.
1 W02-77
•6eeet 4ot 6
ti
TYPICAL ANCHORS
SEE ELEV,
FOR SPACI1O
251•
WOOD BUCK
...1 1/4' MAX
I r SHIM
TYPICAL ANCHORS
SEE ELLV. FOR SPACING
1/4' HAIL
SHIM O
J
LEAF WIDTH
FRAME WIDTH
,., nE00. roR
J0'0C5RN LOADS
ABOVE 65.0 PSF
RE00. FOR
ESICN LOADS
85.0 PSF OR LESS
FRAME WIDTH
EXTERIOR
MOW. GS:: PiA
LEAF RF1NFORCINC FOR (CADS AROVF 65.0 PSF
RE00. FOR `e
0E5ICN LOADS
65.0 PSF OR LESS
TYPICAL ANCHORS
SEE nth. roR SPACING
1/4' MAX.
g
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
X14 X 1 -1/4' SMS
AT 15' 0.C. MAX
TYPICAL ANCHORS
2 PER CUP
4
DOOR JAMB /SIDELRE FRAME
ON 36572
1.157
1.1 I I
1.595
.625
- .062
1000 --1
WEATHER - STRIP ADAPTER
GW -31626
!e0
(.500-4
FRAME HEAD
TM - 036
FRAME SILL
CW -26615
1.574
1- 1134B-I
.375
DECORATIVE MOULDING
GW - 36737
1213
.600
1
.043
CLASS STOP
CW -31958
1.012
1.843
.413
1. -.429
1500
1!I .1177
- �3h 1500
3.000
L 1.770 --�1
DOOR TOP & BOTTOM RAIL
TM 081
1.750
3.000
3.375
MULLION
TA -054
.750
DOOR HINGE STILE
017 - 36935
DOOR LEAF STILE
011 36045
4 -3.790
780 - +( 1.035 (^ 270
1.554
L I- LB -�
.625
262
ASTRAGAL REINFORCEMENT
TM -075
1.600
1.594
.225
L
1334
1.525
1600
FLUSH BOLT GUIDE
CW -27648
2.125
CW 37206
CENTER LUNGE
£125
/.241
0.572 69 37269 -A
OUTER WAGE
NMCE PIN
3.681
0.310
0.572
.125
F 12 - X 3/4' HINGE CAP
.H. SMS /10 X 1/2'
,.M. SMS
HINGE ASSEMBLY
7.689
rn� 300
- 1.005
2.095 -J
HINGE REINFORCEMENT
TM -052A
122)4 0 PART 41. ANT:TY n65CKIP
1 114-036 FRAME HEAD
2 Dm 26815 FRAME SILL
4
7
f CW 33608 1/111902 ASSY.
10 OW 32222
2
17
OW 27646
11
2/ LEAF
12
2 /ItAF
13 047056 AS 1E00.
14 CW37056
15
16
4037
12
19
20
22 SERIES 400
21
23 SERIES 600
24 -
2/HINCE ASSY.
25
36
28 - i AS REOD.
27 - 2/HINGE ASSY.
20
29
30
31
33
34
36
38
37
2A CW 37319 ( ALT. FRAME SILL
3 09 38572 2 FRAME JAN!
CW 38046
PANEL LOCK SIRE
6003 -15 -
OW 37e69A
2/H8402 ASSY.
CW 38933
PANEL MOE 31136
TA-051
PANEL TOP/B0T10M RAIL
617 31626
4
T14-052A
TM -051A
TM -054
09 31916
CW 30737
AS RECD.
AS REO'0.
2/LEAF
2/LLf
2
4
2/MULL
OPTIONAL
WEATHERSTRIP ADAPTER
714 OUTER BurT NINCE
TM CENTER BUTT MI905
0009 LOCK INSERT
3/4 e 1 1/4 >, 3/4 X 1 /e 7MK. CAP
TM RUSH 801.7 ASSEMBLY
HEAD REINFORCING BAR. 12' LANG
SILL REINFORCING BAR. 12• LONG
U1TlWAB' CENTERFM WOOLPI3£
1LUSH6017 GUIDE
1 / 140 66
7/32'4 !MICE PIN
AS 6200. 010 z 1/2' F.N. UNDERCUT WAS.
1/2'0 THREADED R00, WASHER & NUT
KMKSCT 8N051.002
KWIKSE7 DEADB0l1
HINGE 0USH940
DUST PLUG (OPTIONAL) '
010 X 1' P.N. SIAS. (8357. SCREW)
147460 CAP
SILL ADAPTER (1' X 1' X 1/16' TUBE)
RACE 02181000E14130
ASTRAGAL REINFORCEMENT
MULLION
GLASS STOP
2'M 4'4 2 7 /0'8 I /O' CUP
00. DECORATIVE MOULDING
':.*'.:.IM. MA rSCPY.:N / R:
tor.)-: -
0063 -F5 -
8063 -75 : -
B083 -75 -
6083 -75 -
600.1 -25
6003 -75
6003 -16
6063 -T6
6083 -25
ALWINUM
ALUMINUM
6063 -T5
6063 -75
WOOL
6043 -T5
eat
STEEL
STEEL
STEEL
PIASOC
AWM
4105 -76
6063 -75
6063 -75
8063 -15
ALUM.
6063 -75
ENO OF 0009 551.63 (700 /BOTTOM)
DOOR PANEL/FRAME HINGE 510E
DOOR PANEL/FRAME HINGE SIDE
LOCK STRJ:
3' LONG
0008 LOCK MIS
AT MI0 SPAN
AT MID SPA/
LOCK STILES. JAMBS. HEAD. SILL
LACK STILES ENDS (TOP /BOTTOM)
Al EACH HINGE ASSEMBLY
AT FLUSH BOLTS
TOP /BOTTOM ENO RAILS
ACTIVE LEAF
ACTIVE LEAF
HINGE ASSEMBLY
DOOR JAMB INSTALL. SCREW HOLES
0009 FRAME MEMBERS/MULL CLIPS
HIKE ASSEMBLY
92-1/2' LONG
00041 LOCK STILES
BETWEEN DOOR /SIDE LITE JAMBS
SIDE LITE GLAZING PERIMETER
TOP 0 BOTTOM OF MULL
DOOR PANEL PERIMETER
.609
.463 1.
9.042
2iFdQ
.600
.463
M -( 1.-A27
-- 0 4 ---I
2A4r
REINFORCING BAR
GW -37056
.509
ALT. FRAME SILL
CW -37319
2.500
Engn OR Nu.UYOUn FA2000
STINCIORES
FLA. PC 0 16557
15 2002
!
non
1
drawing no.
W02 -77
8
3sheet 501,6
4
C1
N a
-.l
v P
SFRES -230 ALM CUT-SIIANG Doors w/ SIMMS
1)4 WINDOW MD DOOR
601 N.W. 12TH AVE.
POMPANO BEACH. FL 33069
1E1. (954) 781 -4430 FAX. (954) 781 -5078
AL- FAROOQ CORPORATION
ENGINEERS. PLANNERS & PRODUCT DESIGN
1235 Sw 87 AVE
MWAI. FLORIDA 33174
r TEL. (305) 264 -8100 FAIL (305) 262 -6978
,- 1
co14P- ANLV402- ,, ",wj
•
M I A M I•DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
Kinco Limited
P.O. Box 6429
Jacksonville, FL 32254
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee (BCPRC) to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the
AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality
assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur
the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or
material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by
BCCO that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the South Florida Building
Code, 1994 Edition for Miami -Dade County or Florida Building Code.
DESCRIPTION: Series "MPSH -41" Aluminum Single Hung Window — Impact Resistant
APPROVAL DOCUMENT: Drawing No. W01 -81, titled: Series "MPSH -41" Aluminum Single Hung
Window, sheets 1 through 6, prepared by AI- Farooq Corporation, dated 12/26/01, with revision A dated 02/12/02,
signed and sealed by Humayoun Farooq, P.E. bearing the Miami -Dade County Product Control Renewal stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No 02 -0128.06
Expiration Date: March 14, 2007 V
proval Date: March 14, 2002
Page I
1/0' ANN. CLASS
097' INTERLAYER
SEASTORM TYPE 0
CLASS TYPE 'A'
3/8' OVERALL THK.
LAMINATED BY 'CARDINAL'
GLASS TYPE 'C'
3/4' OVERALL TNK.
LAMINATED BY 'CARDINAL'
GLASS TYPE 'E'
3/8" OVERALL THK.
LAMINATED BY 'HOP'
1/8" ANN. CLASS
ONE PMT SILICONE
PECORA 095' OR
TWO PART SILICONE
'PECORA 983'
1/8" ANN. ct.S3
1/4" AIR SPACE
1 /5' HEAT SIREN. CLASS
.090' NB INTERLAYER
1/0' ANN. GLASS
ONE PART SUCONE
'PMCORA 095' 09
TWO PART SIUCONE •
PECORA 903'
I/O" ANN. CLASS
090' INTERLAYER
SAFLEX KEEPSAFE
1/6' ANN. GLASS
ONE PART SIUCONE
PECORA 095' OR
TWO PART SILICONE
'PECORA 985'
10
1/8" HEAT SIREN. GLASS
.090' PV8 6RE96MR
1/0• ANNEALED CLASS
GLASS TYPE 'B'
3/8' OVERALL THK.
LAMINATED BY 'CARDINAL'
ONE PART SIUCONE
PECORA 895' OR
TWO PART SILICONE
'PECORA 905'
I/O' MIND=ED GLASS
1/4' AIR SPACE
I/O" ANNEALED GLASS
.097' INTERLAYER
53457014 TYPE B
I/O" ANNEALED GLASS
ONE PART SIUCONE
'PECORA 095' OR
IWO PART SILICONE
PECORA 903'
GLASS TYPE 'D'
3/4" OVERALL THK.
LAMINATED BY 'CARDINAL'
I/O" ANNEALED GLASS
1/4' AIR SPACE
1/8' ANNEALED GLASS
.090' INTERLAYER
DUPONT BUTACTE
1/8" ANNEALED GLASS
ONE PART SIUCONE
'PECORA 095' OR
r TWO PART SILICONE
'PECORA 985'
GLASS TYPE 'F'
3/4' OVERALL THK.
LAMINATED BY 'CARDINAL'
4 3/4' MAX.
AT HEAD /SILL CORNERS
0
—1/8' ANNEALED CLASS
.009' FILM
TP0 -2000
MR SPACE
1/8' POIYCARBONAIE
AIR SPACE
009' FILM
TPG -2000
I/O' ANNEALED GLASS
ONE PMT SILICONE
'P6OORA 895' OR
1111111FKCORA TWO PART SILICONE
98S'
1
GLASS TYPE 'G'
3/4' OVERALL THK.
LAMINATED BY 'PROTECTIVE GLASS IND.'
47 3/8'
0.LO. (FIX. UTE)
14 1/2' MAX.
E c 15ILL A 1!f
WINDOW WIDTH
f1 ANGF FRAME
h
0
TYPICAL ELEVATION
TESTED UNITS
6' MAX.
HEAD /SILL CORNERS
0
0
0
J
0
(nor. OR. HUMAIOUN FARCAO
STRuCTMEB
FLA. PE IF 14527
FEB 1 3 2002
47 3/8'
D.LO. (FIX. UTE)
13 1/2' 1.4X.
HEAD /SILL
47 1/2'
D.L.O. (VENT)
•50'
VENT WIDTH
52 1/8'
BUCK WIDTH
F1N FRAME
jIOTES;
1. THIS PRODUCT 15 DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE
1994 EDR10N FOR MIAMI —DADE COUNTY OR FLORIDA BUILDING CODE.
ALSO FOR WAND LOADS AS PER ASCE 7 USING CORRESPONDING L040S.
E. W000 BUCKS 91' OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
3. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
ORESSINC OR STUCCO.
APPROVED AS COMPLYING WI111 THE
SOUTH FLORIDA BUILDING COOS
DATE Ma K 1 4,cwM.
BY
FR NTROL OMSION
B CODE COMPLIANCE OFRCE
zg
S
0
110
Growing no.
W01 -81
ACCEPTA4;.f No( ' Q\ j „ 4 neet 1 of 6
O
�ji
•
e
1
1 1
47 1/2'
1
D.LO. (VENT)
50'
VENT WIDTH
53 I /5'
1/0' ANN. CLASS
097' INTERLAYER
SEASTORM TYPE 0
CLASS TYPE 'A'
3/8' OVERALL THK.
LAMINATED BY 'CARDINAL'
GLASS TYPE 'C'
3/4' OVERALL TNK.
LAMINATED BY 'CARDINAL'
GLASS TYPE 'E'
3/8" OVERALL THK.
LAMINATED BY 'HOP'
1/8" ANN. CLASS
ONE PMT SILICONE
PECORA 095' OR
TWO PART SILICONE
'PECORA 983'
1/8" ANN. ct.S3
1/4" AIR SPACE
1 /5' HEAT SIREN. CLASS
.090' NB INTERLAYER
1/0' ANN. GLASS
ONE PART SUCONE
'PMCORA 095' 09
TWO PART SIUCONE •
PECORA 903'
I/O" ANN. CLASS
090' INTERLAYER
SAFLEX KEEPSAFE
1/6' ANN. GLASS
ONE PART SIUCONE
PECORA 095' OR
TWO PART SILICONE
'PECORA 985'
10
1/8" HEAT SIREN. GLASS
.090' PV8 6RE96MR
1/0• ANNEALED CLASS
GLASS TYPE 'B'
3/8' OVERALL THK.
LAMINATED BY 'CARDINAL'
ONE PART SIUCONE
PECORA 895' OR
TWO PART SILICONE
'PECORA 905'
I/O' MIND=ED GLASS
1/4' AIR SPACE
I/O" ANNEALED GLASS
.097' INTERLAYER
53457014 TYPE B
I/O" ANNEALED GLASS
ONE PART SIUCONE
'PECORA 095' OR
IWO PART SILICONE
PECORA 903'
GLASS TYPE 'D'
3/4" OVERALL THK.
LAMINATED BY 'CARDINAL'
I/O" ANNEALED GLASS
1/4' AIR SPACE
1/8' ANNEALED GLASS
.090' INTERLAYER
DUPONT BUTACTE
1/8" ANNEALED GLASS
ONE PART SIUCONE
'PECORA 095' OR
r TWO PART SILICONE
'PECORA 985'
GLASS TYPE 'F'
3/4' OVERALL THK.
LAMINATED BY 'CARDINAL'
4 3/4' MAX.
AT HEAD /SILL CORNERS
0
—1/8' ANNEALED CLASS
.009' FILM
TP0 -2000
MR SPACE
1/8' POIYCARBONAIE
AIR SPACE
009' FILM
TPG -2000
I/O' ANNEALED GLASS
ONE PMT SILICONE
'P6OORA 895' OR
1111111FKCORA TWO PART SILICONE
98S'
1
GLASS TYPE 'G'
3/4' OVERALL THK.
LAMINATED BY 'PROTECTIVE GLASS IND.'
47 3/8'
0.LO. (FIX. UTE)
14 1/2' MAX.
E c 15ILL A 1!f
WINDOW WIDTH
f1 ANGF FRAME
h
0
TYPICAL ELEVATION
TESTED UNITS
6' MAX.
HEAD /SILL CORNERS
0
0
0
J
0
(nor. OR. HUMAIOUN FARCAO
STRuCTMEB
FLA. PE IF 14527
FEB 1 3 2002
47 3/8'
D.LO. (FIX. UTE)
13 1/2' 1.4X.
HEAD /SILL
47 1/2'
D.L.O. (VENT)
•50'
VENT WIDTH
52 1/8'
BUCK WIDTH
F1N FRAME
jIOTES;
1. THIS PRODUCT 15 DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE
1994 EDR10N FOR MIAMI —DADE COUNTY OR FLORIDA BUILDING CODE.
ALSO FOR WAND LOADS AS PER ASCE 7 USING CORRESPONDING L040S.
E. W000 BUCKS 91' OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
3. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
ORESSINC OR STUCCO.
APPROVED AS COMPLYING WI111 THE
SOUTH FLORIDA BUILDING COOS
DATE Ma K 1 4,cwM.
BY
FR NTROL OMSION
B CODE COMPLIANCE OFRCE
zg
S
0
110
Growing no.
W01 -81
ACCEPTA4;.f No( ' Q\ j „ 4 neet 1 of 6
FLANGE FRAME WINDOWS
DESIGN LOAD CAPACITY - PST
SHUTTERS NOT REWIRE!)
FLANGE DIMS.
WIDTH HEIC 7
19 -1/6'
28 -1/2' 28'
37' (3)
53 -1/6
19 -1/8'
26 -1/2'
37'
53 -1/8'
19 -1/8'
26 -1/2'
37'
53 -1/8
19 -1/8'
26 -1/2'
37'
53 -1/8'
19 -1 /8'
28 -1/2'
37'
53 -1/5'
19 -1/8'
26 -1/2'
37'
53 -1/8'
35 -3/8'
(3)
50 -5/6'
(4)
se'
(5)
63
(0)
72'
(6)
GLASS TYPES
'A' '6' OR 'E'
EXT.( +)
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
82.2
70.0
70.0
70.0
58.5
70.0
70.0
70.0
49.6
1 NT.( -)
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
62.2
70.0
70.0
70.0
56.5
70.0
70.0
70.0
49.6
CLASS TYPES
C '0' OR
EXT.(+)
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
67.2
70.0
70.0
70.0
80.9
70.0
ANT.( -)
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
67.2
70.0
70.0
70.0
80.9
70.0
70.0 L 70.0
70.0 70.0
53.6 53.5
CLASS TYPE
'G'
ExT.( +)
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
60.6
70.0
70.0
70.0
61.9
70.0
70.0
70.0
59.6
70.0
70.0
70.0
_ 545
1 NT.( - )
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
60.8
70.0
70.0
70.0
61.9
70.0
70.0
70.0
59.6
70.0
70.0
70.0
55.5.
• NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB.
WINDOW 910TH
(FLANGE DIMS)
FIN FRAME WINDOWS
DESIGN LOAD CAPACITY - PSF
SHUTTERS NOT REOVIREO
BUCK DIMS.
MOTH
24'
26'
32'
36'
40
44'
46'
52'
24 '
28'
32'
36
40'
44'
45'
52'
24'
25
32'
36'
40'
44'
46'
52'
24'
28'
32'
38'
40'
44'
48'
52'
24'
28'
32'
36'
40'
44'
48'
52'
24'
28'
32'
36'
40'
44'
48'
52'
HEIGHT
26'
(3)
38'
(3)
44•
(4)
52'
(4)
60'
(5)
72'
(6)
CLASS TYPES
'4' 'E' OR
EXT.( +)
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
69.8
63.9
55.5
70.0
70.0
70.0
70.0
83.5
57.4
53.1
49.2
INT.( -)
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
69.6
6.3.9
56.5
70.0
70.0
70,0
70.0
63.5
57.4
53.1
49.2
CLASS TYPES
'C 0 OR
EM.( +)
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
69.0
63.1
70.0
70.0
70.0
70.0
66.6
61.9
57.3
53.1
11(74
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70,0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
69.0
63.1
70.0
70.0
70.0
70.0
68.6
81.9
57.3
53.1
CLASS TYPt
EXT.( +)
70.0
70.0
70.0
70.
70.0
70.0 70.0
70.0 70.0
70.0 70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
655
70.0
70.0
70.0
70.0
70.0
700
60.8
70.0
70.0
70.0
70.0
70.0
65.0
59.8
55.1
ANT. (-)
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
70.0
65.5
70.0
70.0
70.0 L 70.0
70.0
70.0
70.0 70.0
70.0 70.0
59.8 59.0
70.0 70.0
70.0
704
70.0 70.0
70.0 70.0
70.0 70.0
66.1 66.1
60.8
70.0
70.0
70.0
70.0
70.0
65.0
59.6
55.1
• NO. 11.4 PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB.
O.* 00. NuMArouN 1
mlucnmcs
M P 6 16657
FEB 1 3 2002
BUCK 910TH
APPROVED AS COMPLYING WITH THE
SCUM PIA e,4 • pow 'E
U d
c
drawing no.
5 11"7"7 . NTROL MATO,: 40
ACCEPTANCE NO02.-01 2.1S 4.30
WINDOW" WIDTH
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
WINDOW WIDTH
EXTERIOR
D.L OPG.
WINDOW WIDTH
IMP
JIM
AMIN
FLANGE FRAME WINDOW
Env.. DIL HUWYOUN FAROOO
STRUCTURES
FLA. PE / 16567
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA
•
DA
eY
IANL
OL DIVISION
DE
2
TYPICAL ANCHORS; see Eurv. OR SPACING /)T S�
INTO 2BY W000 BUCKS OR W000 STRUCTURE
1 -1/2' MIN. PENETRATION INTO W000 FP
3/16' TAONS
INTO 2BY WOOD BUCKS OR WOOD STRUCTURE
1 -3/8" MIN. PENETRATION INTO W000
THRU 18Y BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY
1 —)/4' MIN. EMBED INTO CONC. OR MASONRY
3/16 TFKS OR SFI F DRII I lNG SCREWS
INTO METAL STRUCTURES (1/8' MIN. THICKNESS)
(t/4" MAX. SHIM SPACE)
110 SAPS 0R }Ft F DRII I INC SCRFWS
INTO DADE COUNTY APPROVED MULLIONS
(NO SHIM SPACE)
WEEPHO S;
wt - 1' x 1/4" WEEP HOLE WITH PLASTIC BAFFLE
AT 5' FROM EACH END AND AT MID SPAN
MY OR 281
W000 SUCK
DADE COUNTY APPROVED MULL/ON MUON
VENT WIDTH
D. OPG.
WOOD BUCKS NOT BY KINCO. MUST SUSTAIN LOADS
IMPOSED 8Y GLAZING SYSTEM AND TRANSFER THEM
TO THE BUILDING STRUCTURE.
I6 x 3/4' SAPS
(2) PER GUDE
FEB 1 3 2002
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
WO1 -81 j l
ACCEPTANCE NOA7-n1 Z.S•Dlo (shoat 3of 6
81AL
1/4 SNRM
- Crowing no.
CODE COMPUANCE OFRCE t
ILLUSTRATIVE OILS. ONLY
Oa. OR INT. FINISHES
NOT BT RINCO
WI
TYPECAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS; sac azv. FOR sPAaND
410 SM5
INTO W000 STRUCTURES
1 -1/4" MIN. PENETRATION INTO W000
110 SMS OR SEIC ORIWN SCREWS
INTO DADE COUNTY APPROVED MUWONS
(NO SHIM SPACE)
WEEPHOLES:
W1 1" X 1/4' WEEP HOLE WITH PLASTIC BAFFLE
AT 5" FROM EACH END AND AT MID SPAN
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
GAP
WOOD STRUCTURE NOT BY KINCO, MUST SUSTAIN LOADS
IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM
TO THE BUILDING STRUCTURE.
VENT WIDTH
D.L OPG.
EXTERIOR
D.L OPC.
BUCK WIDTH
Is X 3/4 5MS
(2) PER GUIDE
ingr. DR. HuNnYOON FM0G0
FlA Pt 1
FEB 1 3 2002
1/4 MAX.
GAP
FIN FRAME WINDOW
O°
a.
U
g erg
K
�S!
Y yy
APPROVED AS COMPLYING VNTN TIE h I l
SOUTH V r 'y
DA _�(
BY r,f an1t 1.a!e.
PROD •• NTROt DIVISION/
BUILD CODE COMPLIANCE CF
ACCEPTANCE NO()2. - OI LR•O(o
(shoot 4of
Growing no.
WO1 -81
6
0
(1) FRAME HEAD (FLANGE)
Q FRAME JAMB (FLANGE)
® FRAME SILL (FLANGE)
.145
.153 �1
TPC (RIGID)
rid- .070
4. 71
POLYPROPYLENE
(FLEXIBLE)
12 CLASS SPACER SCALE +:1
LATCH
.120 - .1 L -1.363
A FRAME HEAD (FIN)
I.125+F- 1.5o0� .eu
FRAME JAM (FIN)
1.370
.812
.375
1.123
Fes- X2.091
FRAME SILL (FIN)
.062
2.666
1.487
VENT SIDE RAIL
(i) FIXED MEETING RAIL
1.379
VENT TOP RAIL
.063
2.250
VENT BOTTOM RAIL
C
1.609
.093
.4t0
f-- 1.465 --i�
SASH STOP
GLAZING BEAD -7/8' CLASS GLAZING BEAD -3/6' GLASS
ITEM NO. PART N0.
IA
2
2A
3
3A
4
5
a
7
e
BA
9
10
12
13
14
15
1 8
17
16
19
20
KCO -2044
KC0 -2051
K00 -7042
KCO -2052
KC0 .
KCO -2053
K00 -2046
KCO - 2046
K C0 -2047
KC0 -2044
RP - e00
RP-e01
K 00 -242
VTF -
W2315INC
W23171N0
L -049
13129
KCO- 2030 -A
QUANTITY
2
2
2
4/ LITE
4/ UTE
AS RECD.
AS ROOD.
AS RE00.
AS REOD.
AS REOD.
2
2/ VENT
U -4333
43130/13031
AS RECD.
2
2
2
DESC
FRAME 8C•0 MANGO
FRAME MEAD (09)
FRAME SILL (FLANGE)
FRAME 53.1. (FIN)
FRAME JAMB (RANGE)
FRAME 1419 (FIN)
VENT TOP RAIL
VENT 6017041 RAIL
VENT SIDE PAL
FIXED MEETING RAIL
GLAZINO BEAD -7/e' GLASS
CLAZINO BEAD -3 /e GLASS
SASH STOP
FRAME ASSEMBLY SCREW
VENT ASSEMBLY SCRCW
GLASS SPACER
FIN SELL WEATHERSTRIPPING
FIN SEAL WEATHERSTRIPPING
5/0' SPIRAL BALANCE
SNAP LATCH 3' L0N0 W/ SPRING
BULB WEATHERSTRIPPING
VENT TOP GUIDE
VENT BOTTOM GUIDE
BALANCE BRACKET
MATERIAL
6063 -18
6063 -T6
6063 -T6
6063 -Te
6063 -16
6053 -13
6063 -16
6063 - 16
6083 -16
6063 -T6
RIGID PVC
RIGID P/C
6063 -T6
SEE 07L.
NYLON
NYLON
anon
6083 -16
MANP. /SUPPLIER /REMAKES
18 X 1 PMPM 5415
/B X 1' WPM SMS
DUAL OUROMETER
ULTRAFA9 .150X.167 OR EQUIV.
ULTRAFAB .170X.167 OR EOUN.
CALOWELL ULTRAUFT /SPIREX
9' FROM [ACM END (HUGHES SUPPLY)
0 -LON .300X.190
ASHLAND PRODUCTS
ASHLAND PR000CTS
Erg,. OR. 4UI4LYGUN FM000
STRUCTURES
M PE 1 16337
FEB 1 3 2002
APPROVED AS COMPLYING VAN THE
SOUTH FLORIDA B1ALDI
DA
BY
PR T O NTROLOMS1CN
BUM CODE CCMPULNCE OFFICE
ACCEPTANCE 14002:1:112,55 Xn
drawing no.
W01 -81
[sheet 5 04 . )
VS x I -5/r sus
SASH STOP
2 -1 /a Loma
drawing no.
W01 -81
FRAME CORNFRC (F1N)
VFNT CORNFR DFTAIL
FEB 1 3 2002
PRO • -• ' Ot MASON
SUMO • •••E COMPLIANCE
ACCEPTANCE NO02 - Cx24' C7b
1
MM I�DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries
P.O. Box 1529
Nokomis, FL 34274
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: 1 "x Std. Wall - Aluminum Tube Clipped Mullions
APPROVAL DOCUMENT: Drawing No. 6620, titled " 1" STD. Wall Mullion ", sheets 1 through 5 of 5,
prepared, signed and sealed by Robert L.Clark, P.E., dated 5/24/01, bearing the Miami -Dade County Product
Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County
Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if therc has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 00- 0912.05 and, consists of this • , _e sw,ell- a. pa'val document mentioned above.
The submitted documentation was reviewed by Theodor
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
NOA No 02 -0701.05
;ration Date: June 28, 2006 rf
royal Date: July 10, 2002
Page 1
\.
NI
MUWON ,M2
GLAZING GLAZING
PRODUCT PRODUCT
J
GLAZING GLAZING
PRODUCT PRODUCT
W1- W2
ANCHORS:
C' OA - 0'
BOTH ENDS\
TYP.
MULLION
W - WI +W2
(2) WINDOWS MULLED TOGETHER
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
MAX OPENING = W OR WI +W2
MULL LENGTH = H
ANCHORS:
TYPE V",
C" OR b'
BOTH ENDS
H
NOTFS;
1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION
REFER TO SHEETS 2, 3 AND 5
2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 5 UNITS
3. MULLIONS ARE APPROVED FOR IMPACT & NON - IMPACT
4. REFERENCE TEST REPORT FTL -2902. 2903 AND 2975
I
GLAZING
PRODUCT
TYP.
GLAZING
PRODUCT
H2
HI
J
H - H1 +H2
(1) WINDOW MULLED
W /ONE ABOVE
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
MAX OPENING = H OR H1+H2
MULL LENGTH = W
ANCHORS:
C" OR
807) ENDS
' / Lj�6/
Robert L Q k,
P.E. 439712
Str1reIrnl
W
�W 1—I—W2
W e WI +W2
H Hf +H2
J2) WINDOWS MULLED
W /ONE ABOVE
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
M 1) MAX OPENING = H OR H1 +H2
MULL LENGTH = W OR W1 +W2
M2) MAX OPENING = W OR WI +W2
MULL LENGTH = HI
INDUSTRIES
ram
Drown ELK
P.J.P.
D.scriplion:
ARRANGEMENT DETAIL
rDe:
ANCHORS
TYPE A'
B! '
Oete:
1070 TECHNOLOGY DRIVE P.O. BOX 1529
NOKOMIS, FL .74275 NOKOMIS, FL 34274
ANCHORS:
TYPE. 8 .
.G OR V'
807)1 ENDS
crow or
Series /Model:
MULLS
—W 1 —E ^W2— -W3---1
W
W - WI+W2 +•J
H - H1+442
MULTIPLE WINDOWS MULLED
W /ONE ABOVE
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
M3) MAX OPENING = H OR H 1 +H2
MULL LENGTH = W OR WI +W2 +W3
M4) MAX OPENING = WI +W2 OR W2 +W3
MULL LENGTH = H1
PRODUCT REVISED
8ddlq� the Amide Code
Acceptance no 02 -0 I.OS
Dom
Miebi Dade Product Control
Divkloo
Oo
Dot.:
4/28/00
" .STD. WALL MULLION
1 Seen:
NTS
W
Shook
1 of
APPFOVE0 AS COMPLYING %NTII DE
SOUTH FLORIDA BUILDING CODE
PRO T . NTROL DIVISION
4
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO. 00 12 .OS
Droving No.
6620
GLAZING
PRODUCT
CD
H
/ 4
TYP.
MULLION
GLAZING
PRODUCT
GLAZING
PRODUCT
GLAZING
PRODUCT
H
\.
NI
MUWON ,M2
GLAZING GLAZING
PRODUCT PRODUCT
J
GLAZING GLAZING
PRODUCT PRODUCT
W1- W2
ANCHORS:
C' OA - 0'
BOTH ENDS\
TYP.
MULLION
W - WI +W2
(2) WINDOWS MULLED TOGETHER
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
MAX OPENING = W OR WI +W2
MULL LENGTH = H
ANCHORS:
TYPE V",
C" OR b'
BOTH ENDS
H
NOTFS;
1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION
REFER TO SHEETS 2, 3 AND 5
2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 5 UNITS
3. MULLIONS ARE APPROVED FOR IMPACT & NON - IMPACT
4. REFERENCE TEST REPORT FTL -2902. 2903 AND 2975
I
GLAZING
PRODUCT
TYP.
GLAZING
PRODUCT
H2
HI
J
H - H1 +H2
(1) WINDOW MULLED
W /ONE ABOVE
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
MAX OPENING = H OR H1+H2
MULL LENGTH = W
ANCHORS:
C" OR
807) ENDS
' / Lj�6/
Robert L Q k,
P.E. 439712
Str1reIrnl
W
�W 1—I—W2
W e WI +W2
H Hf +H2
J2) WINDOWS MULLED
W /ONE ABOVE
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
M 1) MAX OPENING = H OR H1 +H2
MULL LENGTH = W OR W1 +W2
M2) MAX OPENING = W OR WI +W2
MULL LENGTH = HI
INDUSTRIES
ram
Drown ELK
P.J.P.
D.scriplion:
ARRANGEMENT DETAIL
rDe:
ANCHORS
TYPE A'
B! '
Oete:
1070 TECHNOLOGY DRIVE P.O. BOX 1529
NOKOMIS, FL .74275 NOKOMIS, FL 34274
ANCHORS:
TYPE. 8 .
.G OR V'
807)1 ENDS
crow or
Series /Model:
MULLS
—W 1 —E ^W2— -W3---1
W
W - WI+W2 +•J
H - H1+442
MULTIPLE WINDOWS MULLED
W /ONE ABOVE
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
M3) MAX OPENING = H OR H 1 +H2
MULL LENGTH = W OR WI +W2 +W3
M4) MAX OPENING = WI +W2 OR W2 +W3
MULL LENGTH = H1
PRODUCT REVISED
8ddlq� the Amide Code
Acceptance no 02 -0 I.OS
Dom
Miebi Dade Product Control
Divkloo
Oo
Dot.:
4/28/00
" .STD. WALL MULLION
1 Seen:
NTS
W
Shook
1 of
APPFOVE0 AS COMPLYING %NTII DE
SOUTH FLORIDA BUILDING CODE
PRO T . NTROL DIVISION
4
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO. 00 12 .OS
Droving No.
6620
GLAZING
PRODUCT
J
GLAZING GLAZING
PRODUCT PRODUCT
W1- W2
ANCHORS:
C' OA - 0'
BOTH ENDS\
TYP.
MULLION
W - WI +W2
(2) WINDOWS MULLED TOGETHER
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
MAX OPENING = W OR WI +W2
MULL LENGTH = H
ANCHORS:
TYPE V",
C" OR b'
BOTH ENDS
H
NOTFS;
1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION
REFER TO SHEETS 2, 3 AND 5
2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 5 UNITS
3. MULLIONS ARE APPROVED FOR IMPACT & NON - IMPACT
4. REFERENCE TEST REPORT FTL -2902. 2903 AND 2975
I
GLAZING
PRODUCT
TYP.
GLAZING
PRODUCT
H2
HI
J
H - H1 +H2
(1) WINDOW MULLED
W /ONE ABOVE
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
MAX OPENING = H OR H1+H2
MULL LENGTH = W
ANCHORS:
C" OR
807) ENDS
' / Lj�6/
Robert L Q k,
P.E. 439712
Str1reIrnl
W
�W 1—I—W2
W e WI +W2
H Hf +H2
J2) WINDOWS MULLED
W /ONE ABOVE
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
M 1) MAX OPENING = H OR H1 +H2
MULL LENGTH = W OR W1 +W2
M2) MAX OPENING = W OR WI +W2
MULL LENGTH = HI
INDUSTRIES
ram
Drown ELK
P.J.P.
D.scriplion:
ARRANGEMENT DETAIL
rDe:
ANCHORS
TYPE A'
B! '
Oete:
1070 TECHNOLOGY DRIVE P.O. BOX 1529
NOKOMIS, FL .74275 NOKOMIS, FL 34274
ANCHORS:
TYPE. 8 .
.G OR V'
807)1 ENDS
crow or
Series /Model:
MULLS
—W 1 —E ^W2— -W3---1
W
W - WI+W2 +•J
H - H1+442
MULTIPLE WINDOWS MULLED
W /ONE ABOVE
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
M3) MAX OPENING = H OR H 1 +H2
MULL LENGTH = W OR WI +W2 +W3
M4) MAX OPENING = WI +W2 OR W2 +W3
MULL LENGTH = H1
PRODUCT REVISED
8ddlq� the Amide Code
Acceptance no 02 -0 I.OS
Dom
Miebi Dade Product Control
Divkloo
Oo
Dot.:
4/28/00
" .STD. WALL MULLION
1 Seen:
NTS
W
Shook
1 of
APPFOVE0 AS COMPLYING %NTII DE
SOUTH FLORIDA BUILDING CODE
PRO T . NTROL DIVISION
4
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO. 00 12 .OS
Droving No.
6620
ANCHORS:
C' OA - 0'
BOTH ENDS\
TYP.
MULLION
W - WI +W2
(2) WINDOWS MULLED TOGETHER
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
MAX OPENING = W OR WI +W2
MULL LENGTH = H
ANCHORS:
TYPE V",
C" OR b'
BOTH ENDS
H
NOTFS;
1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION
REFER TO SHEETS 2, 3 AND 5
2. WINDOWS MAY BE MULLED TOGETHER, TO A MAX. OF 5 UNITS
3. MULLIONS ARE APPROVED FOR IMPACT & NON - IMPACT
4. REFERENCE TEST REPORT FTL -2902. 2903 AND 2975
I
GLAZING
PRODUCT
TYP.
GLAZING
PRODUCT
H2
HI
J
H - H1 +H2
(1) WINDOW MULLED
W /ONE ABOVE
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
MAX OPENING = H OR H1+H2
MULL LENGTH = W
ANCHORS:
C" OR
807) ENDS
' / Lj�6/
Robert L Q k,
P.E. 439712
Str1reIrnl
W
�W 1—I—W2
W e WI +W2
H Hf +H2
J2) WINDOWS MULLED
W /ONE ABOVE
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
M 1) MAX OPENING = H OR H1 +H2
MULL LENGTH = W OR W1 +W2
M2) MAX OPENING = W OR WI +W2
MULL LENGTH = HI
INDUSTRIES
ram
Drown ELK
P.J.P.
D.scriplion:
ARRANGEMENT DETAIL
rDe:
ANCHORS
TYPE A'
B! '
Oete:
1070 TECHNOLOGY DRIVE P.O. BOX 1529
NOKOMIS, FL .74275 NOKOMIS, FL 34274
ANCHORS:
TYPE. 8 .
.G OR V'
807)1 ENDS
crow or
Series /Model:
MULLS
—W 1 —E ^W2— -W3---1
W
W - WI+W2 +•J
H - H1+442
MULTIPLE WINDOWS MULLED
W /ONE ABOVE
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
M3) MAX OPENING = H OR H 1 +H2
MULL LENGTH = W OR WI +W2 +W3
M4) MAX OPENING = WI +W2 OR W2 +W3
MULL LENGTH = H1
PRODUCT REVISED
8ddlq� the Amide Code
Acceptance no 02 -0 I.OS
Dom
Miebi Dade Product Control
Divkloo
Oo
Dot.:
4/28/00
" .STD. WALL MULLION
1 Seen:
NTS
W
Shook
1 of
APPFOVE0 AS COMPLYING %NTII DE
SOUTH FLORIDA BUILDING CODE
PRO T . NTROL DIVISION
4
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO. 00 12 .OS
Droving No.
6620
SItoptnral
MULLION
TYPICAL MW LION TO STRUCTURE WITH WOOD
BUCK RFMOVED FROM CONC. TYPF "C"
BUCK
INDUSTRIES
MIN.--
P.J.P.
Roved el: rote:
Drown By:
1070 TECHNOLOGY ERNE P.O. BOX 1529
NOKOMIS. FL 34275 NOKOMIS. ft 34274
OR 4
r _2 - OR 4
TYP CAL MULLION TO STRUCTURE WITH
WOOD BUCK AND CONC. TYPE "D"
[KW! fir
° 4
/28 /00
Swiss/Mode:
MULLS
/12 F.H. sm.s.
STAGGERED ON
OPPOSITE SIOES
(SO AS NOT TO
INTERFERE MYTH
EACH OTHER)
sEE Nor /1
MW. 11 TAPCON (24e/)
PENETRATION INTO
CONCRETE OR BLOCK
.t MUST BE DACE COUNTY
STRUCTURE. ALL FASTENERS
.AppRervEct set NOTE /1
PRODUCT REVISED
omptylag WA ilk Plarkla
BARE' C.Se
Acc6p6.NO2 ?01.08
Ezpinulon Dote
nadvet Costrel
Data:
Rsykdonsf
NT .512 a 5
PPROVED AS COMPLYING NON THE
SOUTH FLORIDA BUILDING COOE
0
D5
PRO. CT • TROL DIVIS/ON
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO 00 ° 9 12
EleacKPfiv"'
CLIP & INSTALLATION DETAIL
1" STD. WALL MULLION
Orowirro No.
6620
Row
P.C.T. to MULLION ""\.,
TYPICAL MULLION TO MU; 1 ION INSTAL LATION TYPE "A"
-
ti
MIN.—
loo00 (TYP),
r BUCK (ryp
MIN.
TYP CAL MULLION TO STRUCTURE WITH
WOOD BUCK TYPE 19"
NOTE:
1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED
SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3.
QUANTITY OF ANCHORS FOR MULL—TO—CLIP IS THE SAME
AS THE QUANTITY OF ANCHORS FROM CUP—TO—OPENING.
2. REFERENCE TEST REPORT FTL-2902, 2903 AND 297.5
thiPSEWEL
QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL
REPRESENTATION ONLY. FOR CORRECT OUAN777Y OF
ANCHORS PLEASE REFER TO CHARTS AND FIND THE
CORRECT MULL SIZE AND PRESSURE REO'D FOR YOUR
SPECIFIC APPLICATION.
r , - OR 4
/12 F.H. S./I.S.
STAGGERED ON
OPPOSITE 913E5
(50 AS NOT ED
INTERFERE WITH
EACH OTH(R)
SEE NOTE /I
/12 91000 SCREW (1991)
11 PENETRATION WED
160006(518. ALL PAVENERS
I MUST BE Dux colony
APPROVED. SEE NOTE /I
P.G.T. MULLJON
P.C.T.
0161605475
/12 9ors
F.N. 5.46.5. .s.
STAGGERED ON
16175015161 (*17)4
EACH OTHER)
a 4 ( (1 • . '.:. e - . ./.—.. 1 sL :::. ° A7- 1 1-Apc s ori (246/)
.."-------. i
.. E. • . MW. PENETRATION WTO
. . CONCRE1E OR f3LOCK
• . . ... - • . . •:* . - ..... 1 MIN. I f ..1,..
• . . •.. 7. MIST GE WOE COUNTY
.: . '2 . • STRUCTWE ALL 1.65718799 'II I APPROVED. SEE NOTE /1
WOOD BUCK
REMOVED 10
CONCRETE
.>7$ Robert L. CI .E.
P.E. #34712
IMPORTANT:
QUANTITY OF
ANCHORS SHOWN
ARE FOR A PICTORIAL
REPRESENTATION
ONLY. FOR CORRECT
QUANTITY OF
ANCHORS PLEASE
REFER TO CHARTS
AND FIND THE
CORRECT MULL SIZE
AND PRESSURE
REQ'D FOR YOUR
SPECIFIC
APPLICATION.
CLIP LENGTH CHART
FOR 1 x MULL
MULL SIZE
1 x 2 X
1 x 4 x
A'
1}�
A MIN. FROM
2 ENDS (TYP) --I r-
14 MAX
L J
1" MULL CLIP
TWO (2) ANCHOR LOCATIONS
1
— 4
MAX.
MIN.- lam 4 J
1" MULL CLIP
F?Q )R (4) ANCHOR LOCATIONS
EXTRUSION DWG / 1099 EXTRUSION DWG / 7099
/2
NOTE; ,PL CL/We.<
i. REFERENCE TEST REPORT F71. 2902,2903 AND 2975 1i 3y7/
INDUSTRIES
Re.td By: I DoI.:
Drown 9T
P.J.P.
ch►d 6.
1070 TECHNOLOGY DRIVE P.O. BOX 7529 1 SeneaSeries/kale: NOKOMIS, FL J4275 NOKOMIS. ft J4274 1 MULLS
1" MULL CLIP W /TABS REMOVED
TWO (2) ANCHOR LOCATIONS
EXTRUSION DWG / 1099
MIN. FROM
END (TYP)
1" MULL CI IP W /TABS REMOVED
FOUR (4) ANCHOR LOCATIONS
EXTRUSION DWG / 1099
PRODUCT REVISED
e crept with tie Florida
&ridies Cods
Ataepteoee No O .O S SOLO FLA'E'3't Inf E
Espaello.Dete Ob N DATE J-lfl L jf
„ ^e_
^r BY
Mina Product Comm! r-- PRO YCONTROL DIVISION
Mem
Dofe: Revision.:
Dote:
4/28/00
D.xription:
1" MULLION CLIP ANCHOR LOCATION
T:IIe:
1" STD. WALL MULLION
Scale
NTS
Sheet:
3M5
MIN. FROM
END (TYP)
APPROVED AS COMPLYING MT11 THE
BUILDING CODE COMPLIANCE OFFICE
.r ^�PiiaYF M'7 - 091 2 . Q,
Oros+nq No.
6620
Rev:
34
1
3
4
--g (TYP)
NOTE:
1. REFERENCE TEST REPORT FT L-2902, 2903 AND 2975
Robert L. rk,PE.
P.E. 439712
Structural
f
2
1 x STD. WALL MULLS
MAT'L: 6063 -T6
1
FAT
INDUSTRIES
10700 TFCHNOLOGr OR?,
NOKOMIS. FL .34273
1
3
i
•
4
Read By: (Dote: U>•d By: Dote:
Drown a'ta
P.J.P. 4 /28/00
Description:
PROFILES
fl
1" STD. WALL MULLION
Series /Mode:
P.O. BOX 1529
NOKOMIS. FL .34274 MULLS
= 8 (TYP)
PRODUCT REVISED
ft complying wU Oe Florida
Bridles Cade
Acceptance No O O5
Eaptrst Date ./2
By.
MIatLTDade Prodod Contra/
DMsio.
Revisions:
Seam: Sheet
NTS 4 of 5
APPROVED AS COMPLYING VNTH THE
SOUTH F1 A BUILD I •uE
DATE , V n L tl 111
PRO. • NIROI DeNSION
GUS NO CODE COMPLIANCE O ICE
ACCEPTANCE NO 0 0-
Croeina No
6620
1x2x.125 OPENING WIDTH IN INCHES
2 Anchors 50 1 60 70 80 I, 90 1 100 1 110120 I 130 160
O
.. _ _ 42 129 115
48 83 73
61
49
35
50.625
54
60
63
66
72
76
78
84
90
96
108
111
- - -. - 144 _ J
1 x4x.125
4 Anchors 50 1 60 1 70 ! 80 90 100 i 110
_ 42
48
50._625
54
60
63
170
- -. 66 170
72 142
144
70
57
41
_ 35 30
30 _ 26 23
23 20 17
20 -. 17 15
18 -
170 170
170 170
170 170
- 170 170
170 170
160
145
120
76 1 102
78 111 94
84 88 75
90 72 60
96 _ 59 50
108 41 35
111 38 32
17
107 104 103 1 103 i 103 I. 103 103 103 1
67 63 61 i 61 61 I 61 61 61
55 52 50 ' 49 49 ( 49 49 49
44 I 41 39 ' 38 , 38 I 38 38 38
31 1 29 27 26 1 25 • 25 25 25
27 1 24 23 t 22 I 21 : 20 20 _ 20
16 1 L
21 19 • 18 1 I 18` 17 17 17
.._
- 7 --- : -. 1
OPENING WIDTH IN INCHES
43 38 1 35 32
30 27 ; 24 22
28 24 I 22 1 20
30
20
19
120 130 160
170 ` 170 { 170 170 i 170 170 170 170 1
170 ` 170 ; 170 i 170 ; 170 170 _ 170 170 1 1
170 I 170 1 170 170 170 170 170 170
170 170 I 162 1 158 157 157 157 1
157 143 ! 134 127 124 122 122 1 122
141 128 119 112 108 106 106 106
127 115 1 106 i 100 96 93 92 92
105 95 1 87 81 77 74 72 71
90 81 1 74 I 69 65 63 61 59
83 74 1 68 I 63 60 57 55 53
65 L 59 53 49 ' 46 44 42 40
53 47 1 43 39 37 35 33 31
28 27 24
19 18 r 16
17 16 -
NOTES:
1. MAXIMUM ALLOWABLE PRESSURE IN PSF.
2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS,
CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1.
3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 Robert P.E. tt39712
39712 E.
Structural
IT
INDUSTRIES
Rend
Mu.:
Drown Di-
Vertical Mull
Mu!!
Length
�Opening�
Width
Horizontal Mull
Opening
Width
L I
I — Length
Dots:
P.J. P.
\Opening
Width
Ch•d Syr rate:
Duty
4/28/00
PRESSURE CHARTS
Multiple Mulled Units
R.ws:ans:
1" STD. WALL MULLION
S.int/oda* Sca.: Shwt:
lO NOKS FL TECHNOLOGY 42 75 BOX MULLS NTS 5 a15
PRODUCT REVISED
is comply/at oft Ck MI&
Aaepl•one NoO - .9 •
•'7p1! •
*lb Dade Pladact Coated
Division
APPROVED AS COMPLYING WITH THE
BUILDING CODE COMPLIANCE OFFICE
M CEPL4NCE NO DO -O 2 • uP
Drawing No.
6620-
Row
Project Name:
Dataset Name:
Project Name:
Dataset Name:
Location:
Building Owner:
Program User:
Company:
Comments:
Location:
Latitude:
Longitude:
Time Zone:
Elevation:
Barometric Pressure:
Air Density:
Air Specific Heat:
Density- Specific Heat Product:
Latent Heat Factor:
Enthalpy Factor:
Mr & Mrs Mark Gallo
C: \CDS \LOAD32 \PROJECTS \Mr & Mrs Mark Gallo.LDS
933 NE 99 Street Miami Shores, Florida
Mr & Mrs Mark Gallo
DANIEL F. GUTIERREZ, P.E.
DFG CONSULTING ENGINEERS, INC.
Miami, Florida
25.0 deg
80.0 deg
5
7ft
29.9 in. Hq
0.0760 lb/cu ft
0.2444 Btu/lb-°F
1.1151 Btu /h•cfm• °F
4.908.6 Btu.min /h•cu ft
4.5619 Ib.min /hrcu ft
Mr & Mrs Mark Gallo
C:\CDSIOAD321PROJECTS\Mr & Mrs Mark Gallo.LDS
TRACE® Load 700
version 3.0
By DFG Consulting Engineers
Design Simulation Period: January through December
Cooling Load Methodology: TETD -TA1
Heating Load Methodology: UATD
Sui"nm r Design Dry Bulb:
Summer Design Wet Bulb:
Winter Design Dry Bulb:
Summer Cleamess Number:
Winter Cleamess Number:
Summer Ground Reflectance:
Winter Ground Reflectance:
90 °F
77 °F
47 °F
0.95
0.95
0.20
0.20
TRACE® Load 700 v3.0 calculated at 03:28 PM on 09/21/2004
Description Type
ENGINEERING CHECKS
By DFG Consulting Engineers
COOLING
% OA cfm/ft cfm/ton ft Btu/hr-ft
MASTER BEDROOM & BEDROOM Room 0.00 1.08 846.2 781.8 15.35
FAMILY ROOM Room 0.00 1.02 556.7 545.0 22.02
KITCHEN & BEDROOM Room 0.00 1.25 604.6 484.5 24.77
LIVING ROOM & BEDROOM Room 0.00 1.07 657.6 613.1 19.57
Zone - 001 Zone 0.00 1.11 684.0 616.5 19.46
System - 001 System - Single Zone 0.00 1.11 684.0 616.5 19.46
HEATING
Floor Area
% OA cfm/ft Btu/hr-ft ft
0.00 1.08 - 13.50 693
0.00 1.02 -12.74 208
0.00 1.25 -15.57 425
0.00 1.07 - 13.22 594
0.00 1.11 -13.79 1.920
0.00 1.11 -13.79 1.920
Project Name: Mr & Mrs Mark Gallo TRACE® Load 700 x3.0 calculated at 03:28 PM on 09/21/2004
Dataset Name: C:1CDS\LOAD32\PROJECTS\Mr & Mrs Mark Gallo.LDS
System - 001
Project Name: Mr & Mrs Mark Gallo
Dataset Name: C: \CDS\LOAD32\PROJECTS\Mr & Mrs Mark Gailo.LDS
System Checksums
By DFG Consulting Engineers
Envelope Loads
Skylite Solr
Skylite Cond
Roof Cond
Glass Solar
Glass Cond
Wall Cond
Partition
Exposed Floor
Infiltration
Sub Total = =>
Internal Loads
Lights
People
Misc
Sub Total =_>
Ceiling Load
Outside Air
Sup. Fan Heat
Ret Fan Heat
Duct Heat Pkup
OV/UNDR Sizing
Exhaust Heat
Terminal Bypass
Grand Total =>
COOLING COIL PEAK
Peaked at Time: Mo/Hr: 9 / 15
Outside Air: OADB/WB /HR: 89 / 76 / 114
Space
Sens. + Lat
Btu/h
0
0
0
20.141
1,611
0
3.620
0
0
25.373
0
4.000
0
4.000
7.619
0
0
36,992
CLG SPACE PEAK
Mo/Hr: 9 / 15
OADB: 89
HEATING COIL PEAK
Mo/Hr: 13 / 1
OADB: 47
Plenum Plenum Net Percent Space Percent Space Peak Coil Peak Percent
Sensible Latent Total Of Total Sensible Of Total Space Sens Tot Sens Of Total
Btu/h Btu/h Btu/h ( %) Btu/h ( %) Btu/h Btu/h ( %)
O 0 0.00 0 0.00 0 0 0.00
O 0 0.00 0 0.00 0 0 0.00
5.596 5.596 14.97 0 0.00 0 -2,053 7.76
O 20.141 53.90 20,141 57.56 0 0 0.00
O 1,611 4.31 1,611 4.61 -3,557 -3,557 13.43
2.023 2.023 5.41 0 0.00 0 -2,563 9.68
3.620 9.69 3.620 10.34 -7.039 - 7.039 26.59
O 0.00 0 0.00 0 0 0.00
O 0.00 0 0.00 0 0 0.00
7,619 32.992 88.28 25.373 72.51 - 10.596 - 15.212 57.46
O 0 0.00 0 0.00 0 0 0.00
4.000 10.70 2.000 5.72 0 0 0.00
O 0 0 0.00 0 0.00 0 0 0.00
O 0 4.000 10.70 2.000 5.72 0 0 0.00
-7.619 0 0.00 7.619 21.77 -4.614 0 0.00
O 0 0 0.00 0 0.00 0 0 0.00
379 1.01 0.00 0 0.00
O 0 0.00 0.00 0 0.00
O 0 0.00 0.00 0 0.00
O 0.00 0 0.00 -11 ,264 - 11,264 42.54
O 0 0 0.00 0.00 0 0.00
O 0 0 0.00 0.00 0 0.00
O 0 37,370 100.00 34,992 100.00 - 26,474 - 26,476 100.00
Main Cig
Aux Clg
Opt Vent
Total
Total Capacity
ton MBh
3.1
0.0
0.0
37.4
0.0
0.0
3.1 37.4
COOLING COIL SELECTION
Sens Cap. Coil Airfl
MBh cfm
35.4
0.0
0.0
2,130
0
0
Enter DBMB/HR Leave DB/WB/HR
°F °F gr/lb °F °F or/lb
75.0 62.6 64.9
0.0 0.0 0.0
0.0 0.0 0.0
60.1 56.8 63.6
0.0 0.0 0.0
0.0 0.0 0.0
Floor
Part
ExFIr
Roof
Wall
AREAS
Gross Total Glass
ft (%)
1,920
864
0
1,920 0 0
1,450 164 11
Single Zone
SADB
Plenum
Return
ReUOA
Fn MtrTD
Fn BIdTD
Fn Frict
TEMPERATURES
Cig Htg
60.3 79.2
87.5 60.4
75.0 68.0
75.0 68.0
0.0 0.0
0.0 0.0
0.1 0.0
AIRFLOWS
Cooling Heating
Vent 0 0
Infil 0 0
Supply 2.130 2,130
Mincfm 0 0
Return 2.130 2,130
Exhaust 0 0
Rm Exh 0 0
Auxil 0 0
% OA
cfm/ft
cfm/ton
ft
Btu/hr•ft
No. People
ENGINEERING CKS
Cooling Heating
0.0 0.0
1.11 1.11
684.00
616.53
19.46 -13.79
8
Main Htg
Aux Htg
Preheat
Reheat
Humidif
Opt Vent
Total
HEATING COIL SELECTION
Capacity
MBh
-26.5
0.0
0.0
0.0
0.0
0.0
-26.5
Coil Airfl
cfm
2,130
0
0
0
0
0
Ent
°F
68.0
0.0
0.0
0.0
0.0
0.0
Lvg
°F
79.2
0.0
0.0
0.0
0.0
0.0
TRACE® Load 700 v3.0 calculated at 03:28 PM on 09/21/2004
FAMILY ROOM
Project Name: Mr & Mrs Mark Gallo
Dataset Name: C: \CDS\LOAD32\PROJECTS\Mr & Mrs Mark GaIIo.LDS
Room Checksums
By DFG Consulting Engineers
Envelope Loads
Skylite Solr
Skylite Cond
Roof Cond
Glass Solar
Glass Cond
Wall Cond
Partition
Exposed Floor
Infiltration
Sub Total = =>
Internal Loads
Lights
People
Misc
Sub Total = =>
Ceiling Load
Outside Air
Sup. Fan Heat
Ret Fan Heat
Duct Heat Pkup
OV/UNDR Sizing
Exhaust Heat
Terminal Bypass
Grand Total =>
COOLING COIL PEAK
Peaked at Time: Mo/Hr:
Outside Air: OADB/NB/HR:
Space Ret Air Ret Air
Sens. + Let Sensible Latent
Btu/h Btu/h Btu/h
0
0
0
0
O 1,171
668 0
238 0
O 206
1,258
0
0
2,165 1,377
7/17
89/77/119
Net Percent
Total Of Total
Btu/h ( %)
O 0.00
0 0.00
1,171 25.57
668 14.60
238 5.19
206 4.51
1,258 27.48
0 0.00
O 0.00
3,542 77.34
O 0 0 0.00
1,000 1,000 21.84
O 0 0 0 0.00
1,000 0 0 1,000 21.84
825 -825 0 0.00
O 0 0 0 0.00
38 0.82
O 0 0.00
O 0 0.00
O 0 0.00
O 0 0 0.00
O 0 0 0.00
3,990 552 0 4,580 100.00
CLG SPACE PEAK
Mo/Hr. 7 / 17
OADB: 89
Space Percent
Sensible Of Total
Btu/h ( %)
O 0.00
O 0.00
O 0.00
668 19.15
238 6.81
O 0.00
1,258 36.06
O 0.00
O 0.00
2,165 62.02
O 0.00
500 14.33
O 0.00
500 14.33
825 23.65
O 0.00
0.00
0.00
0.00
O 0.00
0.00
0.00
3,490 100.00
HEATING COIL PEAK
Mo/Hr: 13 / 1
OADB: 47
Space Peak
Space Sens
Btu/h
0
0
0
0
-390
0
-1,760
0
0
-2,150
0
0
0
0
-491
0
0
-2,640
Coil Peak
Tot Sens
Btu/h
0
0
-222
0
-390
-263
-1,760
0
0
-2,635
0
0
0
0
0
0
0
0
0
0
0
0
-2,635
Percent
Of Total
( %)
0.00
0.00
8.44
0.00
14.80
9.98
66.78
0.00
0.00
100.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
100.00
Main CIg
Aux CIg
Opt Vent
Total
Total Capacity
ton MBh
0.4 4.6
COOLING COIL SELECTION
Sens Cap. Coil Airfl
MBh cfm
0.4 4.6 4.1 212 75.0 62.6 64.9
0.0 0.0 0.0 0 0.0 0.0 0.0
0.0 0.0 0.0 0 0.0 0.0 0.0
Enter DBNVBIHR Leave DBANB/HR
°F °F gr/lb °F °F grAb
60.1 55.4 57.9
0.0 0.0 0.0
0.0 0.0 0.0
Floor
Part
ExFIr
Roof
Wall
AREAS
Gross Total Glass
ft' ( %)
208
216
0
208 0 0
150 18 12
SADB
Plenum
Return
Ret/OA
Fn MtrTD
Fn BIdTD
Fn Frict
TEMPERATURES
CIg Htg
60.3 79.2
87.5 60.4
75.0 68.0
75.0 68.0
0.0 0.0
0.0 0.0
0.1 0.0
AIRFLOWS
Cooling Heating
Vent 0 0
Infil 0 0
Supply 212 212
Mincfm 0 0
Return 212 212
Exhaust 0 0
Rm Exh 0 0
Auxil 0 0
ENGINEERING CKS
Cooling Heating
% OA 0.0 0.0
cfm/fN 1.02 1.02
cfmlton
ft
Btu/hr•fla
No. People
556.68
545.03
22.02 -12.74
2
Main Htg
Aux Htg
Preheat
Reheat
Humidif
Opt Vent
Total
HEATING COIL SELECTION
Capacity
MBh
-2.7
0.0
0.0
0.0
0.0
0.0
-2.7
Coil Airfl
cfm
212
0
0
0
0
0
Ent
°F
68.0
0.0
0.0
0.0
0.0
0.0
Lvg
°F
79.2
0.0
0.0
0.0
0.0
0.0
TRACE® Load 700 v3.0 calculated at 03:28 PM on 09/21 /2004
KITCHEN & BEDROOM
Envelope Loads
Skylite SoIr
Skylite Cond
Roof Cond
Glass Solar
Glass Cond
Wall Cond
Partition
Exposed Floor
Infiltration
Sub Total = =>
Internal Loads
Lights
People
Misc
Sub Total = =>
Ceiling Load
Outside Air
Sup. Fan Heat
Ret Fan Heat
Duct Heat Pkup
OV/UNDR Sizing
Exhaust Heat
Terminal Bypass
Grand Total =>
COOLING COIL PEAK
Peaked at Time: Mo/Hr: 9 / 16
Outside Air: OADBIWB/HR: 89 / 76 / 113
Space Ret Air Ret Air
Sens. + Lat Sensible Latent
Btu/h Btu/h Btu/h
O 0
O 0
O 2,251
4,853 0
462 0
O 655
1,211
0
0
6,525 2,907
0 0
1,000
O 0
1,000 0
1,687 -1,687
O 0
0
9,212
0
0
0
0
1,220
Net
Total
Btu/h
O 10,526
Percent
Of Total
( %)
O 0.00
O 0.00
2,251 21.39
4,853 46.10
462 4.39
655 6.23
1,211 11.50
O 0.00
O 0.00
9,432 89.60
O 0.00
1,000 9.50
O 0 0.00
O 1,000 9.50
O 0.00
O 0 0.00
94 0.90
O 0.00
O 0.00
O 0.00
O 0 0.00
O 0 0.00
100.00
CLG SPACE PEAK
Mo/Hr: 9 / 16
OADB: 89
Space Percent
Sensible Of Total
Btu/h ( %)
O 0.00
0 0.00
0 0.00
4,853 55.70
462 5.30
O 0.00
1,211 13.90
0 0.00
O 0.00
6,525 74.90
O 0.00
500 5.74
0 0.00
500 5.74
1,687 19.36
0 0.00
0.00
0.00
0.00
O 0.00
0.00
0.00
8,712 100.00
HEATING COIL PEAK
Mo/Hr: 13 / 1
OADB: 47
Space Peak
Space Sens
Btu/h
Coil Peak Percent
Tot Sens Of Total
Btu/h ( %)
0 0 0.00
O 0 0.00
O -455 6.91
0 0 0.00
-747 -747 11.36
O -529 8.05
-1,760 - 1,760 26.75
0 0 0.00
O 0 0.00
-2,507 - 3,491 53.07
0
0
0
0
-997
0
-3,087
-6,591
O 0.00
O 0.00
O 0.00
O 0.00
O 0.00
O 0.00
O 0.00
O 0.00
O 0.00
-3,087 46.93
O 0.00
O 0.00
-6,578 100.00
Main Clg
Aux Clg
Opt Vent
Total
Total Capacity
ton MBh
0.9
0.0
0.0
10.5
0.0
0.0
0.9 10.5
COOLING COIL SELECTION
Sens Cap. Coil Airfl
MBh cfm
10.0
0.0
0.0
530
0
0
Enter DBIWB/HR Leave DBNVB/HR
°F °F grub °F °F grAb
75.0 62.6 64.9
0.0 0.0 0.0
0.0 0.0 0.0
60.1 56.0 60.3
0.0 0.0 0.0
0.0 0.0 0.0
Project Name: Mr & Mrs Mark Gallo
Dataset Name: C: \CDS\LOAD32\PROJECTS\Mr & Mrs Mark Ga1Io.LDS
Room Checksums
By DFG Consulting Engineers
Floor
Part
ExFIr
Roof
Wall
AREAS
Gross Total Glass
ft ( %)
425
216
0
425 0 0
300 35 12
SADB
Plenum
Return
Ret/OA
Fn MtrTD
Fn BIdTD
Fn Frict
TEMPERATURES
Clg Htg
60.3 79.2
87.5 60.4
75.0 68.0
75.0 68.0
0.0 0.0
0.0 0.0
0.1 0.0
AIRFLOWS
Cooling Heating
Vent 0 0
Infil 0 0
Supply 530 530
Mincfm 0 0
Return 530 530
Exhaust 0 0
Rm Exh 0 0
Auxil 0 0
% OA
cfm/f 2
cfmlton
ft
Btu/hr•ft
No. People
ENGINEERING CKS
Cooling Heating
0.0 0.0
1.25 1.25
604.58
484.51
24.77 -15.57
2
HEATING COIL SELECTION
Capacity Coil Airfl Ent Lvg
MBh cfm °F °F
Main Htg -6.6 530 68.0 79.2
Aux Htg 0.0 0 0.0 0.0
Preheat 0.0 0 0.0 0.0
Reheat 0.0 0 0.0 0.0
Humidif 0.0 0 0.0 0.0
Opt Vent 0.0 0 0.0 0.0
Total - 6 . 6
TRACE® Load 700 v3.0 calculated at 03:28 PM on 09/21/2004
LIVING ROOM & BEDROOM
Envelope Loads
Skylite SoIr
Skylite Cond
Roof Cond
Glass Solar
Glass Cond
Wall Cond
Partition
Exposed Floor
Infiltration
Sub Total = =>
Internal Loads
Lights
People
Misc
Sub Total = =>
Ceiling Load
Outside Air
Sup. Fan Heat
Ret Fan Heat
Duct Heat Pkup
OV/UNDR Sizing
Exhaust Heat
Terminal Bypass
Grand Total =>
COOLING COIL PEAK
Peaked at Time: Mo/Hr:
Outside Air: OADBNVB/HR:
Space
Sens. + Lat.
Btu/h
0
0
0
6,791
337
0
482
0
0
7,610
0
1,000
0
1,000
2,357
0
0
10,967
Ret. Air Ret Air
Sensible Latent
Btu/h Btu/h
0
0
1,792
0
2,904
-2,357
11/14
82/69/87
Net
Total
Btu/h
0
0
1,792
6,791
O 337
1,111
482
0
0
10,514
O 0
1,000
O 0 0
O 0 1,000
0
O 0 0
113
O 0
O 0
0
O 0 0
O 0 0
Project Name: Mr & Mrs Mark Gallo
Dataset Name: C:1CDS\LOAD321PROJECTS\Mr & Mrs Mark Gallo.LDS
Room Checksums
By DFG Consulting Engineers
CLG SPACE PEAK
Mo/Hr: 11 / 14
OADB: 82
Percent Space Percent
Of Total Sensible Of Total
( %) Btu/h ( %)
0.00 0 0.00
0.00 0 0.00
15.42 0 0.00
58.41 6,791 64.88
2.90 337 3.22
9.56 0 0.00
4.14 482 4.60
0.00 0 0.00
0.00 0 0.00
90.43 7,610 72.70
0.00 0 0.00
8.60 500 4.78
0.00 0 0.00
8.60 500 4.78
0.00 2,357 22.52
0.00 0 0.00
0.97 0.00
0.00 0.00
0.00 0.00
0.00 0 0.00
0.00 0.00
0.00 0.00
547 0 11,627 100.00 10,467 100.00
Main CIg
Aux Clg
Opt Vent
Total
Total Capacity
ton MBh
1.0 11.6
COOLING COIL SELECTION
Sens Cap. Coil Airfl
MBh cfm
1.0 11.6 11.1 637 75.0 62.6 64.9
0.0 0.0 0.0 0 0.0 0.0 0.0
0.0 0.0 0.0 0 0.0 0.0 0.0
Enter DBIWB/HR Leave DB/WBIHR
°F °F gr/lb °F °F gr/Ib
60.1 56.5 62.6
0.0 0.0 0.0
0.0 0.0 0.0
HEATING COIL PEAK
Mo/Hr: 13 / 1
OADB: 47
Space Peak
Space Sens
Btu/h
0
0
0
0
-1,493
0
-3,583
-7,919
Coil Peak Percent
Tot Sens Of Total
Btu/h ( %)
O 0 0.00
O 0 0.00
O -635 7.98
O 0 0.00
-1,083 -1,083 13.61
O -897 11.27
-1,760 - 1,760 22.11
O 0 0.00
0 0 0.00
-2,843 -4,375 54.97
O 0.00
O 0.00
O 0.00
O 0.00
O 0.00
O 0.00
0 0.00
0 0.00
O 0.00
- 3,583 45.03
O 0.00
0 0.00
-7,959 100.00
Floor
Part
ExFIr
Roof
Wall
AREAS
Gross Total Glass
ft ( %)
594
216
0
594 0 0
500 50 10
TEMPERATURES
CIg Htg
SADB 60.3 79.2
Plenum 87.5 60.4
Return 75.0 68.0
Ret/OA 75.0 68.0
Fn MtrTD 0.0 0.0
Fn BIdTD 0.0 0.0
Fn Frict 0.1 0.0
AIRFLOWS
Cooling Heating
Vent 0 0
Infil 0 0
Supply 637 637
Mincfm 0 0
Return 637 637
Exhaust 0 0
Rm Exh 0 0
Auxil 0 0
% OA
cfm/ft
cfrniton
triton
Btu/hrft
No. People
ENGINEERING CKS
Cooling Heating
0.0 0.0
1.07 1.07
657.63
613.06
19.57 -13.22
2
Main Htg
Aux Htg
Preheat
Reheat
Humidif
Opt Vent
Total
HEATING COIL SELECTION
Capacity Coil Airfl Ent
MBh cfm °F
-7.9 637 68.0
0.0 0 0.0
0.0 0 0.0
0.0 0 0.0
0.0 0 0.0
0.0 0 0.0
-7.9
Lvg
°F
79.2
0.0
0.0
0.0
0.0
0.0
TRACE® Load 700 v3.0 calculated at 03:28 PM on 09/21 /2004
MASTER BEDROOM & BEDROOM
Envelope Loads
Skylite SoIr
Skylite Cond
Roof Cond
Glass Solar
Glass Cond
Wall Cond
Partition
Exposed Floor
Infiltration
Sub Total =_>
Internal Loads
Lights
People
Misc
Sub Total = =>
Ceiling Load
Outside Air
Sup. Fan Heat
Ret Fan Heat
Duct Heat Pkup
OV/UNDR Sizing
Exhaust Heat
Terminal Bypass
Grand Total =>
COOLING COIL PEAK
Peaked at Time: Mo/Hr: 8 / 10
Outside Air: OADB/WB/HR: 85 / 74 / 111
Space
Sens. + Lat.
Btu/h
0
0
0
7,829
574
0
669
0
0
9,073
0
1,000
0
1,000
2,750
0
0
CLG SPACE PEAK
Mohr: 8 / 10
OADB: 85
HEATING COIL PEAK
Mo/Hr: 13 / 1
OADB: 47
Ret Air Ret Air Net Percent Space Percent Space Peak Coil Peak Percent
Sensible Latent Total Of Total Sensible Of Total Space Sens Tot Sens Of Total
Btu/h Btu/h Btu/h ( %) Btu/h ( %) Btu/h Btu /h ( %)
O 0 0.00 0 0.00 0 0 0.00
O 0 0.00 0 0.00 0 0 0.00
381 381 3.59 0 0.00 0 -741 7.97
O 7,829 73.60 7,829 63.54 0 0 0.00
O 574 5.40 574 4.66 -1,337 -1,337 14.36
50 50 0.47 0 0.00 0 -874 9.39
669 6.29 669 5.43 -1,760 -1,760 18.91
O 0.00 0 0.00 0 0 0.00
0 0.00 0 0.00 0 0 0.00
431 9,504 89.35 9,073 73.63 -3,096 -4,711 50.63
O 0 0.00 0 0.00 0 0 0.00
1,000 9.40 500 4.06 0 0 0.00
O 0 0 0.00 0 0.00 0 0 0.00
O 0 1,000 9.40 500 4.06 0 0 0.00
-2,750 0 0.00 2,750 22.32 -1,633 0 0.00
O 0 0 0.00 0 0.00 0 0 0.00
133 1.25 0.00 0 0.00
O 0 0.00 0.00 0 0.00
O 0 0.00 0.00 0 0.00
O 0.00 0 0.00 - 4,594 - 4,594 49.37
O 0 0 0.00 0.00 0 0.00
O 0 0 0.00 0.00 0 0.00
12,823 -2,319 0 10,638 100.00 12,323 100.00 -9,323 -9,305 100.00
Main CIg
Aux CIg
Opt Vent
Total
Total Capacity
ton MBh
0.9
0.0
0.0
10.6
0.0
0.0
0.9 10.6
COOLING COIL SELECTION
Sens Cap. Coil Airfl
MBh cfm
10.1
0.0
0.0
750
0
0
Enter DB/WB/HR Leave DBNVB/HR
°F °F gr/lb °F °F gr/Ib
75.0 62.6 64.9
0.0 0.0 0.0
0.0 0.0 0.0
60.1 57.9 68.3
0.0 0.0 0.0
0.0 0.0 0.0
Project Name: Mr & Mrs Mark Gallo
Dataset Name: C: \CDS\LOAD321PROJECTS\Mr & Mrs Mark Gallo.LDS
Room Checksums
By DFG Consulting Engineers
Floor
Part
ExFIr
Roof
Wall
AREAS
Gross Total Glass
ft ( %)
693
216
0
693 0 0
500 62 12
SADB
Plenum
Return
RetIOA
Fn MtrTD
Fn BIdTD
Fn Frict
TEMPERATURES
CIg Htg
60.3 79.2
87.5 60.4
75.0 68.0
75.0 68.0
0.0 0.0
0.0 0.0
0.1 0.0
AIRFLOWS
Cooling Heating
Vent 0 0
Infil 0 0
Supply 750 750
Mincfm 0 0
Return 750 750
Exhaust 0 0
Rm Exh 0 0
Auxil 0 0
% OA
cfm/ft
cfm/ton
ft
Bto/hr.ift
No. People
ENGINEERING CKS
Cooling Heating
0.0 0.0
1.08 1.08
846.22
781.76
15.35 -13.50
2
Main Htg
Aux Htg
Preheat
Reheat
Humidif
Opt Vent
Total
HEATING COIL SELECTION
Capacity
MBh
-9.4
0.0
0.0
0.0
0.0
0.0
-9.4
Coil Airfl
cfm
750
0
0
0
0
0
Ent
°F
68.0
0.0
0.0
0.0
0.0
0.0
Lvg
°F
79.2
0.0
0.0
0.0
0.0
0.0
TRACE® Load 700 v3.0 calculated at 03:28 PM on 09/21/2004
FORM 600A -2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name:
Address:
City, State:
Owner:
Climate Zone:
Mr & Mrs mark Gallo
933 NE 99 Street
Miami Shores, FL 33156 -
Mr & Mrs Gallo
South
Builder:
Permitting Office: 0000
Permit Number: 0000
Jurisdiction Number: 231000
1. New construction or existing
2. Single family or multi- family
3. Number of units, if multi-family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft
7. Glass area & type
a. Clear glass, default U- factor
b. Default tint
c. Labeled U or SHGC
Single Pane
294.0 ft
0.0 ft
0.0 ft
New
Single family
1
4
No
1924 ft
Double Pane
0.0 ft
0.0 ft
0.0 ft
8. Floor types
a. Slab -On -Grade Edge Insulation R =0.0, 160.0(p) ft _
b. Raised Concrete ft _
c. N/A
9. Wall types
a. Concrete, Int Insul, Exterior R=4.2, 1080.0 ft
b. Concrete, Int Insul, Exterior R=4.2, 1020.0 ft _
c. Frame, Wood, Adjacent R =4.2, 600.0 ft
d. N/A
e. N/A
10. Ceiling types
a. Under Attic R =19.0, 1924.0 ft _
b. N/A
c. N/A
11. Ducts
a. Sup: Unc. Ret: Con. AH: Interior Sup. R =6.0, 60.0 ft
b. N/A
I hereby certify that the plans and specifications covered
by this calculation are in compliance with the Florida
Energy Code.
PREPARED BY: DANIEL F. GUTIERREZ
DATE: otA z tVO4-
I hereby certify that this building, as designed, is in
compliance with the Florida Energy Code.
OWNER/AGENT:
DATE:
12. Cooling systems
a. Central Unit
b. N/A
c. N/A
13. Heating systems
a. Electric Strip
b. N/A
c. N/A
14. Hot wate
a. E
EnergyGauge® (Version: FLRCPB v3.30)
(C ng , CV -Cross ventilation,
HF -Whole house fan,
PT- Programmable Thermostat,
MZ- C- Multizone cooling,
MZ- H- Multizone heating)
Cap: 50.0 kBtu/hr
SEER: 13.00
Cap: 25.5 kBtu/hr _
COP: 1.00
Cap: 120.0 gallons _
EF: 0.90
Glass /Floor Area: 0.15 Total as -built points: 32738
Total base points: 34812
PASS
Review of the plans and
specifications covered by this
calculation indicates compliance
with the Florida Energy Code.
Before construction is completed
this building will be inspected for
compliance with Section 553.908
Florida Statutes.
BUILDING OFFICIAL:
DATE:
BASE
AS -BUILT
I
GLASS TYPES
.18 X Conditioned X BSPM = Points
Overhang
Floor Area
Type /SC Omt Len Hgt Area X SPM X SOF = Points
.18 1924.0 32.50 11255.4
Single, Clear N 2.0 6.0
64.0
36.46 0.90
2107.9
Single, Clear N 2.0 8.0
30.0
36.46 0.94
1028.7
Single, Clear E 2.0 6.0
20.0
78.71 0.86
1349.0
Single, Clear E 2.0 6.0
30.0
78.71 0.86
2023.4
Single, Clear E 2.0 6.0
15.0
78.71 0.86
1011.7
Single, Clear S 2.0 6.0
60.0
66.93 0.79
3191.5
Single, Clear S 2.0 7.0
45.0
66.93 0.84
2527.6
Single, Clear W 2.0 5.0
30.0
70.53 0.81
1720.6
As -Built Total:
294.0
14960.3
WALL TYPES Area X BSPM = Points
Type R -Value
Area
X SPM =
Points
Adjacent 600.0 1.00 600.0
Concrete, Int Insul, Exterior 4.2
1080.0
2.28
2462.4
Exterior 2100.0 2.70 5670.0
Concrete, Int Insul, Exterior 4.2
1020.0
2.28
2325.6
Frame, Wood, Adjacent 4.2
600.0
2.14
1284.0
Base Total: 2700.0 6270.0
As -Built Total:
2700.0
6072.0
DOOR TYPES Area X BSPM = Points
Type
Area X SPM =
Points
Adjacent 0.0 0.00 0.0
Exterior Wood
105.0
9.40
987.0
Exterior 105.0 6.40 672.0
Base Total: 105.0 672.0
As -Built Total:
105.0
987.0
CEILING TYPES Area X BSPM = Points
Type R -Value Area X SPM X SCM =
Points
Under Attic 1924.0 2.80 5387.2
Under Attic 19.0
1924.0 3.72 X 1.00
7157.3
Base Total: 1924.0 5387.2
As -Built Total:
1924.0
7157.3
FLOOR TYPES Area X BSPM = Points
Type R -Value
Area
X SPM =
Points
Slab 160.0(p) -20.0 - 3200.0
Slab -On -Grade Edge Insulation 0.0
160.0(p
-20.00
- 3200.0
Raised 210.0 -2.16 -453.6
Raised Concrete 0.0
210.0
0.80
168.0
Base Total: -3653.6
As -Built Total:
370.0
-3032.0
INFILTRATION Area X BSPM = Points
Area X SPM =
Points
1924.0 18.79 36152.0
1924.0
18.79
36152.0
FORM 600A -2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
l ADDRESS: 933 NE 99 Street, Miami Shores, FL, 33156-
PERMIT #: 0000
EnergyGauge® DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30
BASE
AS -BUILT
Summer Base Points:
56083.0
Summer As -Built Points: 62296.6
Total Summer X System =
Points Multiplier
Cooling
Points
Total X Cap X Duct X System X Credit = Cooling
Component Ratio Multiplier Multiplier Multiplier Points
(DM x DSM x AHU)
56083.0 0.4266
23925.0
62296.6 1.000 (1.067 x 1.165 x 0.90) 0.262 1.000 18281.3
62296.6 1.00 1.119 0.262 1.000 18281.3
FORM 600A -2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
l ADDRESS: 933 NE 99 Street, Miami Shores, FL, 33156-
PERMIT #: 0000
i
EnergyGaugeni DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30
FORM 600A -2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
I ADDRESS: 933 NE 99 Street, Miami Shores, FL, 33156-
PERMIT #: 0000
EnergyGauge® DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30
BASE
1
AS -BUILT
GLASS TYPES
.18 X Conditioned X BWPM = Points
Floor Area
Overhang
Type /SC Omt Len Hgt Area X WPM X WOF = Points
.18
1924.0
2.36 817.3
Single, Clear
N 2.0
6.0
64.0
6.03 0.99
381.3
Single, Clear
N 2.0
8.0
30.0
6.03 0.99
179.5
Single, Clear
E 2.0
6.0
20.0
4.77 1.03
98.2
Single, Clear
E 2.0
6.0
30.0
4.77 1.03
147.4
Single, Clear
E 2.0
6.0
15.0
4.77 1.03
73.7
Single, Clear
S 2.0
6.0
60.0
4.49 1.05
283.0
Single, Clear
S 2.0
7.0
45.0
4.49 1.03
208.4
Single, Clear
W 2.0
5.0
30.0
5.49 1.00
165.2
As -Built Total:
294.0
1636.6
WALL TYPES Area X BWPM = Points
Type
R -Value
Area X WPM =
Points
Adjacent
600.0
0.50 300.0
Concrete, Int Insul, Exterior
4.2
1080.0
1.02
1101.6
Exterior
2100.0
0.60 1260.0
Concrete, Int Insul, Exterior
4.2
1020.0
1.02
1040.4
Frame, Wood, Adjacent
4.2
600.0
1.04
624.0
Base Total:
2700.0
1560.0
As-Built Total:
2700.0
2766.0
DOOR TYPES Area X BWPM = Points
Type
Area
X WPM =
Points
Adjacent
0.0
0.00 0.0
Exterior Wood
105.0
2.80
294.0
Exterior
105.0
1.80 189.0
Base Total:
106.0
189.0
As -Built Total:
105.0
294.0
CEILING TYPESArea X BWPM = Points
Type
R -Value
Area X WPM X WCM =
Points
Under Attic
1924.0
0.10 192.4
Under Attic
19.0
1924.0
0.14 X 1.00
269.4
Base Total:
1924.0
192.4
As -Built Total:
1924.0
269.4
FLOOR TYPES Area X BWPM = Points
Type
R -Value
Area X WPM =
Points
Slab
160.0(p)
-2.1 -336.0
Slab -On -Grade Edge Insulation
0.0
160.0(p
-2.10
-336.0
Raised
210.0
-0.28 -58.8
Raised Concrete
0.0
210.0
1.00
210.0
Base Total:
-394.8
As -Built Total:
370.0
-126.0
INFILTRATION Area X BWPM = Points
Area X WPM =
Points
1924.0 -0.06 -115.4
1924.0 -0.06
-115.4
FORM 600A -2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
I ADDRESS: 933 NE 99 Street, Miami Shores, FL, 33156-
PERMIT #: 0000
EnergyGauge® DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30
BASE
AS -BUILT
Winter Base Points:
2248.5
Winter As -Built Points:
4624.6
Total Winter X System =
Points Multiplier
Heating
Points
Total X Cap X Duct X System X Credit =
Component Ratio Multiplier Multiplier Multiplier
(DM x DSM x AHU)
Heating
Points
2248.5 0.6274
1410.7
4624.6 1.000 (1.085 x 1.137 x 0.91) 1.000 1.000
4624.6 1.00 1.123 1.000 1.000
5191.6
5191.6
FORM 600A -2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: 933 NE 99 Street, Miami Shores, FL, 33156-
PERMIT #: 0000
EnergyGaugeT'" DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30
BASE
CODE COMPLIANCE STATUS
AS -BUILT
WATER HEATING
Number of X
Bedrooms
Multiplier
=
BASE
Tank EF
Volume
Number of X Tank X Multiplier X Credit = Total
Bedrooms Ratio Multiplier
4
2369.00
AS -BUILT
120.0 0.90
As -Built Total:
4 1.00 2316.36 1.00 9265.4
9265.4
Cooling
Points
+
Heating +
Points
Hot Water
Points
=
Total
Points
Cooling
Points
+
Heating + Hot Water
Points Points
=
Total
Points
23925
1411
9476
34812
18281
5192 9265
32738
BASE
AS -BUILT
WATER HEATING
Number of X
Bedrooms
Multiplier
=
Total
Tank EF
Volume
Number of X Tank X Multiplier X Credit = Total
Bedrooms Ratio Multiplier
4
2369.00
9476.0
120.0 0.90
As -Built Total:
4 1.00 2316.36 1.00 9265.4
9265.4
FORM 600A -2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: 933 NE 99 Street, Miami Shores, FL, 33156-
PERMIT #: 0000
PASS
EnergyGaugeTm DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB x3.30
COMPONENTS
SECTION
REQUIREMENTS
CHECK
Water Heaters
612.1
Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit
breaker (electric) or cutoff (pas) must be provided. Extemal or built-in heat trap required.
Swimming Pools & Spas
612.1
Spas & heated pools must have covers (except solar heated). Non-commercial pools
must have a pump timer. Gas spa & pool heaters must have a minimum thermal
efficiency of 78%.
Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
Obti-
'A
Shower heads
612.1
Air Distribution Systems
610.1
All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically
attached, sealed, insulated, and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min. insulation.
606.1.ABC.1.2.3
HVAC Controls
607.1
Separate readily accessible manual or automatic thermostat for each system.
IG
Insulation
604.1, 602.1
Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides.
Common ceiling & floors R -11.
X
COMPONENTS
SECTION
REQUIREMENTS FOR EACH PRACTICE
CHECK
Exterior Windows & Doors
606.1.ABC.1.1
Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area.
Exterior & Adjacent Walls
606.1.ABC.1.2.1
Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall;
foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility
penetrations; between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from, and is sealed to, the foundation to the top plate.
Floors
606.1.ABC.1.2.2
Penetrations/openings >1/8" sealed unless backed by truss or joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter, penetrations and seams.
Ceilings
606.1.ABC.1.2.3
Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases,
soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate;
attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the perimeter, at penetrations and seams.
Recessed Lighting Fixtures
606.1.ABC.1.2.4
Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a
sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from
conditioned space, tested.
Multi -story Houses
606.1.ABC.1.2.5
Air barrier on perimeter of floor cavity between floors.
Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA,
have combustion air.
Additional Infiltration reqts
606.1.ABC.1.3
FORM 600A -2001
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: 933 NE 99 Street, Miami Shores, FL, 33156-
PERMIT #: 0000
-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
EnergyGaugeu" DCA Form 600A -2001 EnergyGauge®/FIaRES2001 FLRCPB v3.30
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 84.6
The higher the score, the more efficient the home.
Mr & Mrs Gallo, 933 NE 99 Street, Miami Shores, FL, 33156-
1. New construction or existing New 12. Cooling systems
2. Single family or multi- family Single family a. Central Unit Cap: 50.0 kBtu/hr
3. Number of units, if multi- family 1 SEER: 13.00
4. Number of Bedrooms 4 _ b. N/A _
5. Is this a worst case? No
6. Conditioned floor area (ft 1924 ft c. N/A
7. Glass area & type Single Pane Double Pane
a. Clear - single pane 294.0 ft 0.0 ft 13. Heating systems
b. Clear - double pane 0.0 ft 0.0 ft _ a. Electric Strip Cap: 25.5 kBtu/hr
c. Tint/other SHGC - single pane 0.0 ft 0.0 ft _ COP: 1.00 _
d. Tint/other SHGC - double pane b. N/A _
8. Floor types
a. Slab -On -Grade Edge Insulation R4).0, 160.0(p) ft _ c. N/A
b. Raised Concrete R=0.0, 210.08 _
c. N/A 14. Hot water systems
9. Wall types _ a. Electric Resistance Cap: 120.0 gallons _
a. Concrete, Int Insul, Exterior R=4.2, 1080.0 ft
b. Concrete, Int Insul, Exterior R=4.2, 1020.0 ft _ b. N/A
c. Frame, Wood, Adjacent R=4.2, 600.0 ft _
d. N/A c. Conservation credits
e. N/A (HR -Heat recovery, Solar
10. Ceiling types _ DHP- Dedicated heat pump)
a. Under Attic R =19.0, 1924.0 ft _ 15. HVAC credits
b. N/A (CF- Ceiling fan, CV -Cross ventilation,
c. N/A HF -Whole house fan,
11. Ducts _ PT- Programmable Thermostat,
a. Sup: Unc. Ret: Con. AH: Interior Sup. R =6.0, 60.0 ft _ MZ- C- Multizone cooling,
b. N/A MZ- H- Multizone heating)
I certify that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature: Date:
Address of New Home: City/FL Zip:
*NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program.
This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA /DOE EnergySt, designation),
your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec.ucfedu for
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building
Construction,
contact the Department of Community Affaki►et1 ' Macrsion: FLRCPB v3.30)
EF: 0.90
FOLIO #
H.C.O.R. 10.85'
BUILDING OWNER'S NAME
Mark Gallo & Daryl Gallo
• BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO.
933 N.E. 99. Street
CITY STATE
Miami Shores FL
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
11- 3206- 034-0250
BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.)
Residential
LATITUDE/LONGITUDE (OPTIONAL)
( ##° - #tF - ##.list' or ##./f/
TITLE
President
ADDRESS
12925 S.W. 132 Avenue
SIGIVgT�
PIA I IUNAL rLUUt! INOUKAIR•c rIRAXI n
ELEVATION CERTIFICATE
Important Read the instructions on pages 1- 7.
SECTION A- PROPERTY OWNER INFORMATION
HORIZONTAL DATUM:
❑ NAD1927 0 NAD1983
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFP COMMUNITY NAME & COMP/ARTY NUMBER
Village of Miami Shores
120652
82 COUNTY NAME
MIAMI -DADE
83. STATE
FLORIDA
B4. MAP AND PANEL
NUMBER
1 2025C0093
B5. SUFFIX
J
86. FIRM INDIA DATE
7/17/95
87. FIRM PANE.
EFFECTIVEJREVISED DATE
3/2/94
88. ROODZONE(S)
x
B9. BASE FLOOD ELEVATION(S)
(Zone AO, use depth cflood'ug)
N/A
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.
❑ FIS Probe ® ARM ❑ Oprnmurdy Det enured ❑ Otter (Descn ):
B11. Incicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe):
B12. Is the buidng located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)T ❑ Yes ❑ No Designafon Date
SECTION C - BULDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Bolding elevations are based at ❑ Carstiudon Drawings' ❑ Boling Under Carsttucticif ® Finished Construction
'A new Elevation Cerfificate w1 be required when oorstrucflar of the btlring is complete.
C2. Bolding Diagram Number 1(Selec the bullring diagram most sinter to the bulling for which ttis ms's being completed - see pages 6 and 7. If no diagram
aavrate y represents the halm, provide a stretch or photograph.)
C3. Elevations — Zones A1-A30, AE, All, A (with BFE), VE, V1 -V30, V (ith BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/A0
Complete Items C3. -a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is efferent from the datum used for the BFE In
Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of
Section D or Section G. as appropriate, to document the datum conversion.
Datum ConversionlComments
Elevation reference mark used BM . Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No
O a) Top of bottoms floor (inducing basement a enclosure) 14 .8 ft. (m)
0 b) Top of add higher floor 15 .3 ft. (m)
O c) Bottom of lowest horizontal structural member (V zones only) N/A . ft. (m)
O d) Attached garage (tap of fib) 13 .4 ft. (m)
0 e) Lowest elevation of machinery and/or rclupmelt
serving the buil hg (Describe in Comments area) 13.7 ft. (m)
O fl Lowest adlaoelt (finished) shade (LAG) 13 .2 ft. (m)
O q) Highest adjacent (finished) grade (HAG) 13 .5 ft. (m)
0 h) No. of permanent openings (flood vents) within 1 ft above adjacent grade _NIA
0 i) Total area of al permanent openings (flood vents) in C3h sq. h. (sq. an)
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
1 certify that the information in Sections A B, and C on this certificate represents my best efforts to interpret the data available.
I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
(ERTIFIER'S NAME UCENSE NUMBER
Nelson Moiarena 5504
COMPANY NAME
Mlojaena & Associates, Inc.
CTfY
Miami
DATE
0720f2004
Amended
lif
MDC -OEtM -OCT, 1999
Rehm Ca spay Use::
Policy Nub
ZIP CODE
33138
SOURCE: 0 GPS (Type) :
0 USGS Quad Map
0
co
os
a
Ec
w iz
E�
z
in
J
1 Expires December 3, 2005
STATE
FL
l
TELEPHONE
(305) 278.2494
Company NAIC Number
❑ Other.
elson rena
Registered Surveyor
Mapper No. 5504
07/20/2004
ZIP CODE
33186
00-0900
jfQ f3
MIAMI SH S VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date /1 `3o - -
Type Insp'n i IA do _ T
Permit No. e- s — sl
Name Q ( 0
Address j 3 /VC' 9? S 7 -
Company ; + H C. v LL) ^ OIo w S C es
Phone # 3/- 7 y 2 /
Inspection Date / l - 3 G^ 0
pprove
Correction ❑
Re- Insp'n Fee ❑
Cype C.J 42. Co 1
` Cv
t. CN .S
Correction
Re-Insp'n Fee
3O'7 •34 s/
/L
MIAMI SHORE VILLAGE °`
BUILDING DEPARTMENT `�
305- 795 -2204
Building Inspection Request
Date 7- Z- 2 —m 6
Type Insp'n `---– Q _ 1 t
Permit No. B f,- 0 4 2 F p'
Name 6 , a A/
Address /v F9
Company Q / / n
Phone #
Inspection Date "' 2_2_
-'
Date ''//7 / 93 Job Address 933 : 6 . 9 9 --7V sr, Tax Folio
Legal Description ,.5"/..d &F (ck-r) ')y from, m E
Owner/Lessee / Tenant CA- -0 L. SF► CK m A N Master Permit # 3 76 9,7
Owner's Address / O la. -7 O 1 r c S r,
Contracting Co. o'v E — Address —"
Qualifier SS# , one
State # Municipal #
Architect/Engineer
Bonding Company —
Mortgagor ' o ^� E — Address
Permit Type (circle one): BUILD r ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION
CcLJ Q
Simnatnre of owner
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE - `
FEES: PERMIT
∎JAS
o ,PSG,
A•w .t) / �S
0 ' v .� S a r +�r C /--co
Square Ft. (S Ef Pc -.4n/ z' 3
Notary as to Owner and/or Condo President
My Commission Expires: V3
� P FRED M. STEIN
9
••• ) COMMISSION N CC404221
EXPIRES AUGUST 30, 1998
p`coi ALAN INSURANCE SERVICE
1.800. 486.00
RADON
Historically Designated: Yes No V
Iiu5 'r�tC -I L�
$i}rrt.` R S
1 72, i m ( Arnim c N-C�) /12-, E ( C-er to VA S
Estimated Cost (value) - o o _ m °
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 irk stated.
//7/9.f
r Condo President Date Signatur of fvontrac . . Owner- Builder
'#)01)IP
APPROVED:
Zoning Building
Mechanical Plumbing
Phone 3o 2-- 3 `3
Notary as to Contractor or Own - Builder
My Commission Expires: 0 3 % f
,p9v P FRED M. STEIN
o •�. 1 COMMISSION if CC404221
EXPIRES AUGUST 30, 1998
Q
vlF tkor ALAN INSURANCE SERVICE
(•800.488.
C.C.F. NOTARY
Ga y o
Electrical
TOTAL DUE
'di Mg
Date
7
ate
Engineering
APPLICATION FOR BUILDING PERMIT
Application is hereby wade for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of 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 bc kept at building during progress of the work.
William D. Sullivan
Owner's Name and Address „._
MTL -8147, 75 Forced Entry.
STATE OF FLORIDA,
COUNTY OF DADE. ss.
Disapproved ._ Da e
(Signed)
Buildi g Inspector
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
PLANNING BOARD DATE
Chairman Member
\Icrnber Member
Member ...... _....._......_..._. _ ...._ Member
Council Approved Date Disapproved
Date.._Ma 1 977 _._ N ': E 9 .
.... No ... Street .
Registered Architect and /or Engineer 1.9 111111,9
Name and address of licensed contractor Calumet Windows, Inc., 7101N.W. 74th. St., Medley, Fla.
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and A'umber where work is to be done 933 N.E. 99th. St., Miami Shores, Fla.
Remove 13 existing winTows ana install 171
State 1.olk to be done qnd purpose of building (by floc ). ..___ . ____...._ ......_ _.. _..._
aluminum awning t ype windows. N o structural changes. Superior MTt=8II4 - , ---
._._ and for no other purpose.
New Building Remodeling 1 W1ndOXi i 10n Repairs No. of Stories
To be constructed of Kind of foundation ., Covering
Estimated Total cost of improvements $ 1000.00 .50
Amount of Permit $.
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 lans and specifications for said building. All notices with reference to the building_ it ns ction may
be sent to Calumet W indows, Inc., 7101 N.W. 74th. St., Medley, Fl . 3 3 1 6 6
............. .
The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on th site of the work such public notice
or notices as arc required by the Act. The undersigned agrees to employ only such sub x tr _ ors, o. work to be performed under this
permit, as are licensed by Miami Shores Village.
Remarks (Signed)
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
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.._ _ I
Date.._ << 7 Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
My Commission Expires _
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval
the Planning Board.
A re- inspection fee of 31.00 will be charged when such re- inspection is made necessary by improper notice
materials anti /or workmanship.
to me well known,
Date
has been obtained from
for inspection oe faulty