REV-16-2695 Miamigyres Village F -TVED
Building e art ent TO 2016
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 — -- - --
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FOC 20 ILA
BUILDING Master Permit No. ie✓5' (- 1� q
PERMIT APPLICATION Sub Permit No.?-i--\/ n— Z(D
❑BUILDING ❑ ELECTRIC ❑ ROOFING 0 REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [—] CHANGE OF ❑ CANCELLATION 0 SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 126 NW 107 STREET
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#:11-2136-007-0220 Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder):ILEANA ESTHER FAJARDO Phone#:305-609-3194
Address: 126 NW 107 STREET
City: MIAMI SHORES State: FL Zip: 33161
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: FLORIDA WINDOW AND DOOR Phone#: 561-340-4300
Address: 7108 FAIRWAY DRIVE#120
City: PALM BEACH GARDENS State: FL Zip: 33418
Qualifier Name: SCOTT BERMAN Phone#: 561-340-4300
State Certification or Registration* CGC1509450 Certificate of Competency#:
DESIGNER:Architect/Engineer: H. JOHN GRIFFIN II, PE Phone#: 954-325-7578
Address:5398 SW 61 AVENUE `City: DAVIE State: FL Zip: 33314
Value of Work for this Permit:$11852.00 Square/Linear Footage of Work:
Type of Work: ❑ Addition Q Alteration 0
/1 New p ❑ Repair/Replace ❑ Demolition
Description of Work: ef j .n J72e7
�1 � 11►4.r e.7CJIII .�►�•i TO, de®.,,16
.Specify color of color thru tile:
Submittal Fee$ Permit Fee$ _ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$_ Double Fee$
Structural Reviews$ Bond$ !! ''
TOTAL FEE NOW DUE$
(Revised02/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address _
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signature
OWNER or AGENT CONTRACTOR
l e f regoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
LL 6 �rrddayof E 40— 20 by _�day ofc-5 / 20 / lam,by
Z* 11FCIb t (C- u GthltC° who is personally known to ® -q5✓'�s who is personally known to
4
i ® too
�e who has produced 1�tIJQYS LACE 11� as me or who has produced as
U � ification and who did take an oath. identification and who did take an oath.
60 RY PUBLIC: NOTARY PUBLIC:
i
.z.. 2 Sign:
# t: Print:
J061 AUTEN HOWARD SIMKOFF
Seal: Seal: HOWARpSIWOFF
* * MYCOMMI3SMOGG 013316
oe E%4RES:August 2i',2020
;SOFf�oQ`� BmWWflraBudget"3VVW t
APPROVED BY Plans F.xarniner Zoning
Scruc[ural Review Clerk
(Revised02/24/2014)
11IL011-DADE COUNTY,FLORIDA
PRODUCT CONTROL,SECTION
AEP E O EGU TORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BO
N D TION DIVISION T(786)315-2590 F(786)315-2599
I ANCA MOA)wwsr.nilglrir��ceov/gconomv
EC`v in o s efirrs,lAbd-71
914 ✓'St t
Miartii9 Fl.33178
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-
Product Control Section 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 Section(M 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.
RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product
Control Section 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 Florida Building
Code,including the High Velocity Hurricane Zone.
ESCRIPTION:Series"ECO-Guard Clipped"Aluminum Tube Mullion--L.M.I..
PROVAL DOCUMENT: Drawing No. M14-01, Series titled"Aluminum Tube Mullion",-sheets 01
through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad,P. E., bearing the Miami-Dade County Product Control
Section Approval stamp with the Notice of Acceptance number and Approval date by the Miami-Dade.
County Product Control Section.
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,
series,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 ofNOA.
.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 fo;ittspeedols attljatj bositp riKke request of the Building Official.
This NOA consists of this page 1 and pvidcpte0*eg Wleqqi&.-2,as well as approval document mentioned
R170Ve. •• ••• •• • • • 000
.
The submitted documentation was reviewed by Jaime D.Gascon,P.E. -
••• .. ••• • ••• .�
• NOA No.14--0529.16
. .
tMWt$�DARE c N f.� �,,,••' '•• • 'e • Expiration Date: October 23,2019
Approval Date: October 23,2014
Pagel
. . . . . . . . . .
. .. .. . . . .. ..
Eco Window Systems,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion', sheets 01 through
09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al-
Farooq Corporation,signed and sealed by J'avad Ahmad,P.E.
B. TESTS
I. 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
along with marked-up drawings and installation diagram of a clipped aluminum
mullion at fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
2. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94
2) Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked up drawings and installation `diagram of a clipped aluminum
mullion at a fixed window/a single hung window,prepared by Hurricane Engineering
& Testing, Inc., Test Reports No.'s HETI-08 2192E and HETI-08-2166C, both
dated 01/15/09,signed and sealed by Candido F.Font,P.E.
4. 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) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked up drawings and installation diagram of a clipped aluminum
mullion single hung window,prepared by Hurricane Engineering&Testing,Inc.,Test
Report No.HETI-08--2166A,dated 01/15/09,signed and sealed by Candido F. Font,
P.E.
i
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2010
and FBC 5th Edition (2014), prepared by Al Farooq Corporation, dated 05/05/14,
signed and sealed by J'avad Ahmad,P.E.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICA1110n : : .•. : : .••
•. . . . . •
1 None. .. . . . . ... .
.. . . . ..
.. ..
Jaime D.Gascon,P.E.
• ••• ••• ... Prodact Control Section Supervisor
• • • • • .. • NOA No.14--0529.16
• •• •• Expiration Date: October 23,2019
• Approval Date: October 23,2014
E-1
. . . . . . . . . ..
•• .• . . . .. ...
Eco Window Systems,LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
X STATEMENTS
1. Statement letter of no financial interest, conformance to and complying with
FBC 2010 and FBC 5`a Edition (2014), issued by Al Farooq Corporation, i
dated 05/23/14,signed and sealed by Javad Ahmad,P.E.
2. Department of State Certification of Eco Window Systems,LLC as a limited liability
company, active and organized under the laws of the State of Florida,dated 03/21/13
and signed by Kurt S.Browning,Secretary of State.
3. Laboratory compliance letter -for Test Reports No.'s HETI48 2192A,
HETI-08 2192B, HETI-08-2166A and HETI-08-2166C, all issued by
Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by
Candido F.Font,P.E.
4. Proposal No. 084236 issued by the Product Control, dated 06/04/08, signed by
Manuel Perez,P.E.
G. OTHERS
1. None.
. . .. . . . . ... .
.. ... .. . . . ..
Jaime D.Gascon,P.E.
., Product Control Section Supervisor
' • ' • • NOA No.14-0529.16
;. ' . ;. Expiration Date: October 23,2019
' '. • • Approval Date: October 23,2014
E-2
. . . .
V: . . . .
. .. ..
00 . .. ..
... . . . ... . .
10"
—T----iTfr------r- 1:a 5� =====2 T i I a
ca�Aq q zir---
�r 11 I
f r I II 0 II 1 TYPICAL
4.000 GLAZING PRODUCT �F{
T.00G d g
I _
3
fl
I
ITYPICAL
WINDOW FRAME I---�!�, °
3.000 4.000 U g
• � n
TUBULAR SHAPE • • • O ••••
• •
MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. 2A00 ALLOY m 6053-T8 • • V)•• • 000
� � � ••
AND CAN BE USED WITH ALL MIW-DARE COUNTY APPROVED
IMPACT AND NON-IMPACT RESISTANT PRODUCTS.
•••••• •• N •t � 4060
•
MULUONS CONTAINING TYPICAL GLAZING—PRO (nf, • 600:
RECTANGULAR ALUMINUM TUBE MULLIONS HORIZONTAL OR VERTICAL •' 4114"
•• i•• m M7
USING MULLION PROPERTIES ONLY SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING *900 • a—`� 100,10•
� + 4444•• •• •Z3�I •••
7HLS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • • • �Q
HREQUMENTS OFURRICANE ZONE(FLORIDA BUILDING CGDE INCLUDING HIGH VELOCITY s• •• •• �1;O Z •• •
ALL GLAZING PRODUCTS USED WITH THESE MUDLONS MUST MEET THE •••••s a EU,-T,! •
• • • Wrng� •
APPLICABLE BUILDING CODE REQUIREMENTS I.EG WIND LOAD,WATER • • • •• •
INFILTRATION.FORCED ENTRY RESISTANCE,SAFEGUARDS ETC.
WOOD SUCKS BY OTHERS.MUST BE ANCHORED PROPERLY 70 TRANSFER • • • •
LOADS TO THE STRUCTURE s • • ••••
ANQWIS SHALL BE AS USTm,SPACED AS SHOWN QN DETAILS.EMBEDMENT
•• • ••1 4 •
TO BASE MATERIAL SHALL BE BEYOND WAIL COVERING(SRI000.TILE ETC.). •••
ANCHORING COMMONS OTHER THAN THOSE SHOWN IN THESE OEMLS
ARE NOT'PART OF THIS APPROVAL . . �.
A LOAD OU11ADON UBLYEIS'E IS USED IN DESIGN OF ANCHORS INTO WOW ONLY.
MATMALS NClW6GG 8UT HOT UMDED W STEEL/METLN.SCARES,THAT CAME 6170
CONTACT WITH OTRER 01551111AR MAIERIAI.S SFiAALL MEET 1HE REQUIREMENTS
OF THE FLORIDA BIM CODE.
INSTRUCTIONS:
USE CHARTS AND GRAPHS AS FOLLOW
0
STIP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7
FOR PARTICULAR OPENING.
$7E 2 USE MIAMI-OADE COUNTY APPROVED GLAZING PRODUCTS p :•
MEETING ABOVE LOAD REQUIREMENTS.
,STEP USE COMMON TO MULLION AS PER PRODUCT CIVIL
APPROVAL. FLA. tla= [3
USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH 9 ,�
STER DEs1aN MIND MORE THAN DESIGN Low SPECIFIED
[TwTda Ralldiyq¢
IN STEP T ABOVE. r
USING ANCHOR TYPES ON SHEETS S 7HRU 9 AND ANCHOR CHARTS
STEP 5 ON SHEET 4,SELECT ANCHOR TYPE WITH DEMON RATING
drov ng rro.
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP T ABOVE. ,mac M14-01
Sheat 1 of 9
AM
LOW .125 I 1 �y000 .125 1+---2.000 .125 2M0--j �Mo 4u
.375 f
-y 1.000 .125 1.000 p- O ds
I I 125 .3751 1
.125 .tom
4.000 .124 4.000
4.000
3A00 .125 3.000 G
&ODO 8.000 g fin{
L u L Af
.125 .280 Q
Ix>4502 w\4 Ix=2.0374 w\4 Ix=1.538 04\4 be a 3.1878 IN\4 Ix=2.9782 LL ;333
Sx= .8335 IN\3 Sx m 1.0187 w\3 Sx a 1.0254 IN\3 Sx= 14939 IN\3 Sx= 1.4581 Mr\3
1 X 3 1 X 4 1 X 3 1 X 4 2 X 4L L—J L
yah
STD. MULLION STD. MULLION CUSTOM MULLION CUSTOM MULLION STD, MULUON
5083-TB 6063-T6 6083-Ta 8063-Ta 5053-T6 N
Ix=82757 N\4 Ix 15.2031 w\4 ••
Sx=27586 04\3 Sx 5.owj W • z ••;•
•• • s ;, •
• •
STD. MULUON W."n. • ...
•
8083-T8 6Es•�B••• } � •
a ••ss
•••• •• n •
oz' • •
•....• •t U 7g .
.718 1.718 • • • s
Poo*
•
2125.
c
.t2b vMttscamplpktan[0tt0o .. °"
2.0L
00
7YP.&Sao— 5AM
2.000 Q
NOTCH NOTCH 3°
OPTIONAL 1/2' OPnw4u 1/2'
61M4. �• a
FIA.
CANE."0592
1/2- 4a 1 y
MIN. NML .s 1 qq�111 $ •�
a SWHY•G 3 GU drawing tto.
ANGLE CUP MULLION CLIP MULI.IoN cu P M14-01 '
8063-T6 6063-T6 6053-76 ah86f 2 of 9
DESIGN LOAD CAPACITY-PSP(TUBS MUWSONS) DESIGN LOAD CAPACITY-PSF(TOB&MULLIONS) DESIGN LOAD CAPACITY-PSF(TUBE MULLIONS)
WINDOW DU.LR I L X I 1 X 4 1 X 3 1 X 42 X 4 2 X 8 2 X 8 WINDOW DD ' 1 X 3 1 X 4 1 X 3 1 X 4 2 X 4 2 X 8 2 X 6 14II�B DIMS. IXS 1 X 4 1 X 3 1 X 4 2 X 4 2 X 8 2 X 6
wm(11) SE/N'! STD STD. USTOM CUSTOM STD. M. mvy m10IN(t»MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. SHAW WIDTH 1119 IMULL SPAN STD. STD. CUSTOM CUSTOM STD. go. H"vr
19-1/8' 120.0 120.0 120.0 120.0 12MG 120.0 120.0 19-1/8' 74.6 120.0 1120.0 120.0 120.0 120.0 120.0 19-1/8' - - - 693 552 120.0 120.0 O �Z
26-1/Y 120.0 120.0 1=0 120.0 120.0 120.0 120.0 26-1/2' 5" 1134 87.1 120.0 120.0 120.0 12D.0 26-112' - - - 42.0 39A 111.0 120.0 r
30' 1204 120.0 120A 120.0 121X0 120.0 120.0 30• 47.5 101.9 76.9 120.0 120.0 120.0 120.0 30' - - - 37.6 35.3 9&1 120.0 R
37' 120.0 120.0 120.0 120.0 120. 120.0 1204 37' 38.6 82.6 S24 120.0 120.0 120.0 120.0 37' - - - 308 28.6 798 120.0
42' 1204 120.0 120.0 120.0 120.0 120.0 1204 42' US 72.8 56.0 1139 10&4 120.0 120.0 42' - - - 27.0 252 70.1 120.0 =r
48' 38-3/8' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 48• 74-1/4' 29.7 63.7 48.1 99.7 93.1 120.0 120.0 48' 120' - - 23.8 22.0 813 1129 1�G
54' t2OA 120.0 120.0 120.0 1204 120A 12MO Sr 20.4 569 42.7 B&S 82.7 120.0 120.0 54' - - - 21.0 - 548 100.1 .p
60• 120.0 120.0 t20.0 120.0 t20.0 120.0 120.0 60• 234 514 38.5 79.7 74.4 120.0 1 120.0 1 80' - - - - 49.0 90.1
68• 1128 1204 120.0 120A 120.0 T200 1204 66' 21.8 483 35.0 72.5 67.7 120.0 12MO B6' - - - - - 448 81.9
72• 1032 120.0 120.0 120.0 120.0 120.0 120.0 72' - 42.6 321 66.5 820 120.0 120.0 7Y - - - - - 40.9 7&1
49-1/8• U120.O1201.0
20.0 120.0_ 120.0 12.00 720.0 120.0 19-t/8' 81.8 110.4 83.4 120.0 120.0 120.0 120.0 19-1/8' - - - 448 418 115.6 1204 47
2a-1/2' 204 1204 1204 121X0 120.0 120.0 26-1/2• 372 790. 602 1204 t16.4 121X0 120-0 26-1/2' - - - 321 30.0 83.0. 120.0
30' 204 120.0 120.0 120.0 120.0 120,0 30' 328 70.4 53.1 110.2 102.8 120.0 120.0 30' - - 2&4 26.5 73.7 120.0 m
37' 120.0 120.0 121X0 120.0 120.0 120.0 37' 269 57.1 43.1 89.3 83.4 120.0 120.0 37' - 23.0 219 %S 109.8 ttl
42' 20.0 120.0 120.0 120.0 120.0 120.0 4Y 23.4 503 38.0 78.7 73.8 120.0 120.0 42' - - 2D3 - 52.9 06J�' 42' 20.0 120.0 120.0 120.0 120.0 120.0 48' 84' 20.5 44.0 332 889 643 120.0 120.0 48" 132' - - - 48.1 84.6
20.0 120.0 120.0 120.0 120.0 120.0 S4' - 39.1 29.6 61.2 57.1 120.0 120.0 54' - - - - 40.9 7S260' 20.0 12MO 120.0 120.0 120.0 120.0 g0• - 352 26.6 65.1 Std 1128 120.0 66' - - - - 369 67.7
66' 120.0 120.0 120.0 120.0 120.0 120.0 66' - 324 242 50.1 46.7 1024 120.0 86' - '- - 338 61.572'. 20.0 120.0 120.0 120.0 120.0 120.0 72• 29.3 22.1 459 428 939 120.0 72' - - 30.7
19-1/8" t20.O '120.0 120M 120.0 120.0 120.0 120.0 18-1/8' 34.5 744 WA 1159 108.1 120.0 120.0 19-1/8' - - - 343 320 89.0 120.•
26-1/2• 11X0.0 120.0 1204 120.0 120.0 1 120.0 1204 25-1/2• 21X.0 sy a 1X00. 63s 7&0 120.0 120,0 26-1/2' - - - 21X9 1 11& g ••••
JO' 1204 120A 120.0 120.0 120.0 120.0 .120.0 30• 220 47.2 359 739 68.9 120.0 120.0 30' - - - 21.9 2" SM 104.3 } ••
37' 115.3. 120.0 120.0 120.0 120.0 120.0 12D.0 37, - 382 289 599 569 120.0 120.0 3Y - - - - - 64 -m iR ono •
.
'42' .' 101.6. 120.0 1 120.0 120.0 120.0 120.0 120.0 4Y - 33.7 28.4 52.7 49.2 1209 120.0 42' - - - - 40.5 748 3 c+�$y$ Bases
48• '60-518'- -88.9 120.0 120.0 120.0 120.0 120.0 120.0 48' gg• - 298 223 48.1 43.1 107.8 120.0 48' 144' - - - - - 8 852 •� o OM i3 •
54' .79.0 120.0 120.0 .120.0 12UA 120.0 120.0 54' - 282 - 47.0 383 @5.8 120.0 54' - - - •• •718 574 ^. ••••
$ •
80' 71.1 114.5 115.2 120.0 T20A- 120.0 120.0 80• - 23.6 - 364 34.4 862 120.0 60' - - - - 25.4 I 52.E
ar 64.7 104.1 104.7 120.0 120.0' 120.0 1204 687 - 21.4 - 338 313 78.4 120.0 88 - - - - 259 47.4 •••
72' 893 M4 9&O 120.0 120.0 120.0 120.0 7Y - - - 30.7 2&7 719 12D.0 72' - - - - •- .7 43.4• W •••
Fi
.120.0 120.0 1204 120.0 120.0 120.0 120.0 19-118' - - - 813 75.9 120.0 120.0 •• •• • • S` • ••••
8&1 _ 120.0 120.0 120.0 1�.0 720.0 28-1JY - - - 58.7 549 120.0 120.0 •
ARCHES 1D BE M9ICR= ••
77.8 120.0 120.0 120.0 120.0 120.0 120.0 -30' - - - 51.9 4&4 120.0 120.0 INSIDE RECfANOUtAR SWE • • IIULUON ••
63.1 119.9 1021 120.0 120.0 120.0 t204 3Y - - - 420 392 109.1 120.0 • • • a***
55.8 90.0 120.0 120.0 120.0 1204 4Y - - - v.O 348 9&1 120.0 %� •
48.8 924 78.7 120.0 120.0 120.0 120.0 48• 108' - - - E322.. 302 Bd.1 120.0 V � PROW � •.43.2. 822 70.0- 120.0 120.0 ,120.0- 1204 $4' .. - 268 74.7 .120.0. Mt1U-[OH 369 734 834 115.7 t06.0 120.0 1200 eG' - - - 24.2 673 120.0 ; ••
33.4 072 573 109.1 982 120.0 120.0 66' - - - 224 812 tf23 G1A21140 GLAZR49 32.4 819 82.6 9 5 HOA 120.0 120.0 72' - - - 20.2 86.1 103.0 PR000Cf 9
G1A7II40 CUZINO
ALL LOADS ARE EXT.(+)/INT.(-). 1'rtoaucl PRDOLICT
a
NOTE: tri _ 2 I MULLION SPAN I 0
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
VERTICALLY OR HORIZONTALLY. a
(INTERPOLATION BETWEEN WIDTHS ALLOWED) dAVAO a
TYPICAL MULLION ARRANGEMENTS
RA PE 7¢082
*= n�
Wi 2 W2 CAR
3578gIlb,It- 3MULLIONS "" _ : MI 4-01
sheet 3 of 9
DESIGN LOAD CAPACITY-PRIF - DESIGN LOAD CAPACITY-PSH DESIGN LOAD CAPACITY-PSP
WINDOW DDM ORS TYPE - WINDOW DM. ANCHORS TYPE WMDOS Dam. ANCHORS TYPE
WIDTH(WMal.SPAN A2 A4 AB 732 R4a Hob 191DTH(W)MULL SPAN AS A4 A8 H2 Ma Dob WIDTH M MALL SPAN A2 A4 AB Boa Rob
19-7/e 120.0 WRE09M 120.0 t20.0 120.0 120.0 19-1/8' 120.0 120.0 120.0 101.4 120.0 120.0 19-1/8' 97.8 120.0 120.0 62.7 90.4 12MO Z 3:
26-1/2' 120.0 120.0 120.0 120.0- 120.0 120.0 26-1/2" 114.2 120.0 120.0 73.2 105.4 120.0 26-1/2' 70.8 120.0 120.0 452 85.2 90.6 p „Z,
30" 120.0 120.0 120.0 120.0 120.0 1200 30" 100.8 120.0 120.0 64.6 93.1 120.0 30" 824 IOU 120.0 40.0 57.6 804 1+ �7F
37' 120.0 120.0 MA 101.4 120.0 120.0 37' 818 120.0 120.0 52.4 75.5 104.8 37' 50.6 862 120.0 324 4&7 84.9
42` 120A 1204 120.0 89.3 120.0 12" 42` 724 120.0 126.0 48.2 665 824 42" 44.6 77.7 116.0 28.6 41.1 57.1
48' 38-3/8• 120.0 120A 120.0 782 7128 120.0 48' 74-1/4' 630 tO99 120.0 40.4 562 808 48' 120" 394 MA 1020 25.0 364 50.0
Be 10&4 1200 120.0 693 1001 120.0 Be 5&0 97.7 120.0 1 359 1 51.7 719 54` 34.7 HO.4 80.7 22.2 320 44.4 r a.
1' 97.6 120.0 120D 62.5 90.1 120.0 10` 50.4 879 120.0 323 48S HAS 80' 312 54.4 81.6 20.0 2&8 40.0 +� ,114",1
86' 18.7 120.0 120.0 SH9 819 113.7 66' 45.8 799 1199 20.4 42.3 589 86" 2&4 49.5 742 - 262 36.4 119
72" 813 120.0 1200 62.1 78.0 104.2 72" 420 733 109.9 26.9 36.8 539 72" 26.0 45.3 654 - 24.0 333 t1Q��a
18-1/8` 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 120.0 120.0 120.0 89.6 120.0 120.0 19-1/$ 69.0 120.0 120.0 574 82.1 114.1 W
28-f/2' 120.0 120.0 120.0 120.0 120.0 - 120.0 26-1/2" 1009 12&0 120.0 84.7 83.2 120.0 28-7/2' 64.2 112.0 120.0 41.2 59.3 82.3
30" 120.0 120.0 120.0 114.3 120.0 t20.0 30" 89.1 120.0 120.0 37.1 823 1143 30" 56.7 9&9 120.0 36.4 524 727
37' t20.0 120.0 120.0 927 120A 1200 37' 72.3 120.0 120.0 46.3 66.7 827 37' 46.0 60.2 120.0 29S 425 .59.0 Xf
42" 120.0 120.0 120.0 819 117.6 120M 42' 63.7 111.0 120.0 408 588 811.8 42' 40.5 70.8 10&0 284 37.4 519
48' 42' 111.4 120.0 120.0 71A 1029 120.0 Q. S4•' 85.7 97.1 1200 35.7 81A 71.4 46' 132• 3SS 618 92.7 227 327 - 45.5
Be 994 120A 120.0 63S 91.4 1240 Be 49S 88.3 1200 31.7 45.7 83.5 se 315 549 82.4 20.2 2&t 40.4 �
60" 89.1 12" 120A 57.1 823 114.3 Be 44.8 77.7 118.6 2&8 41.1 57.1 HO` 28.4 498 74.2 - 2&2 3&4
68' 814 t20.0 120.0 514 748 103.9 66' 405 70.8 108.0 264 37.4 819 SB' 258 45.0 67.4 - 23.8 33.1 6'
72' 74.3 120.0 120.0 479 68.6 962 lw 37.1 64.8 87.1 238 343 47.6 7Y 23.8 412 618 - 21.6 30 (n
19-1/8' 120. 120.0 120.0 120.0 1200 1200 19-1/8" 120.0 120.0 120.0 7&4 112.9 120.0 19-1/8' 61.6 120.0 120.0 S2.3 75.3 104A•
26-1/2' 120.0 120.0 120.0 707.3 120.0 t20A z6-1/z• .68.3 120.0 120.0 5&6 sib 1132 26-1/Y MA 102.6 12U 7 75 � � ••••
•
30' 120.0 12&0 720.0 949 120.0 1200 30' 784 1204 420.0 20.0 72.0 1�.0 30' 820 90.7 120.0 33.39 4816 � 65.700 • � •
37" 1199 120.0 120.0 78A 110.7 120.6 37` 632 110.3 120.0 405 58.4 81.1 37" 42.2 739 110.3 2 54. w al •
f` • ••e•
42" 10&7 120.0 120.0 67.7 97.5 . 1204 42• 5&7 87.1 120.0 3&7 81.4 71.4 42' 37.1 64.8 87.1 23.8 1934.3 47.6 H iry w
48' 50-5/8' 924 120.0 120.0 893 85.3 118.5 48" g6' 4&8 854 120.0 313 45.0 82.5 48" 141• 32.5 56.7 S&O '41.7 0-P� •e•e
Be 822 - 120.0 1200 527 789 tos.3 Be 43.3 73.6 1133 279 40.0 fta Be 269 50.4 7&6 -• •i&7 37,69 Z^�1 •
60" 744 120.0 120.0 47.4 68.3 94A 80" 394 BBA 1020 25.0 38.0 SOA 60` 20.0 45.3 69.0 - 33 z '>
88" 67.2 t 172 1204 43.1 62.1 862 867 - 355 618 112.7 227 327 455 Be 23.6 41.2 619 - 219 30.3 a z •••
• •
61.8 120.0 395 86.9 7" 72" 329 56.7 BSA 208 304 41.7 72' 21.7 374 50.7 • 279• � O�G Y •••
1010
8-5/8' 120.0 120.0 1200 1195 120.0 120.0 18-1/8" 108.8 120.0 120.0 89.7 1004 1200 •• •• •• • ••••
ARCHES TO BE 04SCRM
120.0 120.0 ee3 lzao 120.0 2e-1/x 7a5 720.0 Sw.o Soa 72s Sm9 ,,,�E �•
SUE
TYRCAL IN!
1189 120.0 1204 762 109.7 1204 30' 693 120.0 120.0 44.4 64.0 889 }tp UULLIOt� 0000
37` 9&4 120.0 120.0 Sts 89.0 120.0 37' 562 88.0 120.0 3&0 $19 72.1 •
849 1200 $4.4 78.4 108.6 42' 495 863 120.0 31.7 4&7 83.5 GS.AZ04Ge �",• • •
48` 63• 743 7200 120.0 47.6 68.6 952 48" 108° 43.3 7&8 713.3 27.8 40.0 58.8 i'� I ``i 3 0 e 0•
.. Be . 884 175.7 120.0 42.3" 81:0 84.T -'.fi4'. 38.5 872. „100.7 24.7 3&8.' 49.4 ItUUmN • Y. - • c •
HO` 59.4 1035 720.0 3&1 sA9 762 60" 34.7 pa 90.7 71.2 324 44.4 rd' '" .., ANCHOR
••
88° S4A 942 120.0 34.8 489 8B.3 68` 31S 049 ffi.4 202 29.1 404 CLAZM GLAZING
72' 498 883 120.0 31.7 4&7 83S 72` 28.11 50.4 75.8 - 28.7 37.0 PRODUCT P �tT >i1
ALL LOADS ARE EXT.(+)/iNT.(-). PRODD� PROD1r� ANCHORS
ANCHORS
a
-lPOTE: Wt W2 � MtAL10N SPAN
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
LOCATIONS AT HEAD, SILL OR JAMB ENDS. TYPICAL MU N-ARRANGEMENTS
FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. WI +W2 �M="`WAS
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) WIDTH (w) 2 an
FLA.PE
Appmved asaomplYing xi6l Dm CAN. }.
p ide WM C lZc�
MAY",?, 3?014 dM.I 4g no.
street 4 0[g
TYPICAL. �a Q
2 PER CLIP(1 ON EACH WING) II PERANOR
12•
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1\ 1
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S
I 1 IIFLOATIFAIT�MULL 1 1 2 U 2 X LE t$qg
ALUM ANGLE
1/14 SMS 1 I B14 SMS i f 0 q$
1-3/4 PER CIAO ` 1 1-324PE0C.
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ANCHORS TYPE 'A2' TYPICAL ANCHORS: : s�• � r � ss�•
ANCHOR TYPES SUBSTRATE MR EMBED.MW.EDGE OLIN. C3 *069
••
1/4'01!ULTRACONS SY'ELCO' CONCRETE 1.3/4 t •2-1/2' ^ ••••
Fe-177 KFA FY-158 KSQ • OM •
1/4° (SELF GRADE DRILLING SCREWS MErAL 1, 'i• 3/4' • Z ••••
TYPICAL ANCHORS TYPICAL ANCHORS CONCRETE=re=3000 PSI MIN. •••• f Z ' 000
4 PER CUP(2 ON EACH WING) 2 PER ANGLE METAL= 1/8"MRL THK STEEL FY-36 K9 j0�•••• • V .. t•••
1/8•MRL THK.ALUMINUM(6063-T5 MWS • 1
\ \� \ \\\\\\ Q \ ANCtI MAY BE Hot OR FIAT HEAD. •• •• s s •••.•
OR
1 1 AL E •••s•• s
•
4 °a ALL CUPS AND ANOL(5 TO FR SNUG WTO T1�1dULU011S' • ••••
1 t 1 \ 1 1 1 I I CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTS •
WIN ALKALI-RESISIANT COATINGS,SUCH AS MWOIS SAINT OR • •
WATER-WHDE METHACRYLATE LACQUER. • • • •••:
n.0AT=CM
I I i SNUG FR It1SIDE 1BA.L V 11 2X 2X 1/8�
i 1 1 1 GLE
014 SMS 1 1 $14 SMS 1 I
1-3/4 PER CUP 1-324PER ANGLE
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ANCHORS TYPE 'A4' MAY Z. ;:L41�a dmeing no.
sfieet 5&Q
TYPICAL
8 PER CUP(3 ONON EACFf 1 All z
Q z
s 1 1 i j j V LLa4
1 I clot!
1 I I I fR INFLOATINGSIDE BULL I 1 z x a x 1/e•
ALUM ANGLE
8114 SMS1 I 8114 SMS I 1 • �, � ¢g;
1-3/4'O.C.MIN. I 1 1-3/4'O.C.MPI. I 1 ••
6 PER CLIP 3 PER ANGLE • • • •.•.•
• 'TJ aii
•• cy •
•.•• . .•.
7 _
TYPICAL ANCHORS: 00000-21
00 R LL •••
ANCHOR TYPES SIA AFF MIN. ltd.EDGE DIST. pO • •.••
2° 1/4"U- r FNtss KS CONCRETE tfd':0:z-1/z' p$oM g; •
TYPIDAL ANCHORS 'TYPE `A8' I/a•MA.( 1 GRACE X11)SCREWS METAL �a' 3/a. • t�- �y� ••••
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CONCRETE=rt=3COo PSI MIX. •• • gv� ••••
METAL- 1/8'MIN.T16C STEEL FY a 36 KS1 MAI. •� •
o
1/8'MB1.THK ALUMINUM (eDs3-T5 MIH.) • �V
ANCHORS MAY BE HEX OR FAT HEM.
ALL CIPS AND ANGLES TO FIT SNUO INTO TUBE ML41JOKS.
CIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED
WITH AUIWJ-RESISWiT C049M SUCH AS BITUMINOUS PAINT OR
WATER-WHRE METRACRYLaTE LACQUER.
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drawing no.
PLAY 3'20��0 M14--01
V �
TYPICAL ANCHORS TYPICAL ANCHORS �� y
2 PER CUP(I ON UCH{VINO) I PER ANGLE
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1 ® ® It
` ---------_t II I1 flAAIiNO CLEF 1 1
I t t I SNUG m INCE MALL 2� 2X 18" 4
#14 SMS 1 I #14 SMS
1-3/4 �CLIP I I I-32 PER 0.AN� 1 I 3
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ANCHORS TYPE `B2' TYPICAL ANCHORS: • •••
ANCHOR TYPES SUBSTRATE MIN.EMB- I""EWE=6 L-il
1/4•WA ULTRACQNS 8Y'p.CO' MASONRY I- 4• 2-1/2• • w �'•�D96:6
(FU=177 R9.FY-160 KSI) WOOD l.-d."••0 1' J
f-
00• 1600 N •
WOOO -2BY YMOD BUCKS OR WOOD STRUCTURE S.O.a O.BB MEN. •• ••••
MASONRY-0-80 FOLLOW/FILLEO BLOCK I'm 1200D%MIN. • Z Z ate'� •
TYPICAL ANCHORS TYPICAL ANCHORS — 3 ••••
4 PER CLIP(2 ON EACH 0) 2 PER [BY OR 28Y WOOD BUCKS NOT BY ECO WINDOW •• • • •
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER •
THEM TO BUILDING STRUCTURE. • S
I I i ,aF I U
ANCHORS MAY BE HEX OR FLAT HEAD. -
j
l-------------J 1 I FLOATUNO CUP
I I ! 1 SMUG FT IMIDE MULL UUU TX2 S'
- I II 1 ALUM AN
1 I I 1
#14 SMS ' ' 114 SMS
1-3/4•Q.C.MEN. I-J/4'0.C,MIN.
4 PER CUP 2 PER ANGLE m
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ApMvtd"'W"IgtagxidMSw M %592
CAX
A
Florida DWUJ
Date
3 MIN. a ANCHORS TYPE `B4a' M .
Teonffi -' Y�3 � 4
drawing no.
sheet 7 of g
d
_ TYPICAL ryz
4 PER CLIP(2 OR EACH C PER ANCHORS
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P> 114l[7R Q
--------------"__ I�1� 1
SNUG FIT CLIP
ANLL L1 I ALV 2ANGI.E '
j14 SMS 1 1 #14 5615 1 l •• ,
1-3/4' 1-3/3 PERC O.C.ANGLE 69N. 1 1
8 PER CUP • ••• • •••.•
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TYPICAL ANCHORS: • i•••
s•••
ANCHOR TYPES suesTRmE MN.EAS®."EDGE O15i• QLN
ty ••••
1/4-OUt.ULTRACONS BY'El. 61A55aNRr 1- 4- .
(FU-177 KSI.FY-155� WOOD 141/¢✓♦ •• 1' m N ••
TYF4CAI ANCHORS TYPE 'B4b' • • • p c+'1 •
. VICOD-2BY WOOD DUCKS OR WOW STRIM S.G. =O.SB MN. •• ••••
MASONRY=C-90 HOLLOW/FlLLEO BLOCK Pm ZOO(`PSL69N. • 's, ••••
IBY OR 2BY WOOD EKJCKS NOT BY ECO WINDOW •• • , •• Z •
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER • Q
THEM TO BUILDING STRUCTURE. W m
ANCHORS MAY BE HEX OR FLAT HERO. O
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SEE CHART FOR Q=
TUSE MULLION d
z
----- -------- g
#14"1
4 8
TENG ALUM CHANNEL
LFNt1TH TO FM SNUG
8VT0 MULLION � � TUBE MULLION D12i TUBES MAY BE NOTCHEDAS SHOWN TO ALLOW DWALLATIONOF CLIP ANGLECAULK JOINT AFTER ASSEMBLY • ••f•
#14 FH SMS 1 i •• • •
•
ACCESS HOLE 1 O.Q mm
�SEEC 1 •••:f• f• • •e•s
j •••••• •
1 I
_ • • • �M •
INSTALLED INscm i ' �A74 FH SMS 1 1 f • • - S • ••
y �l I •f• 7
DIfC'RON 1011 . ; [ .PER
MIN. 1 ; i i ••• • :g.3 f
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i-3/4'X r X 1/B'{FOR 2BY TUBE)
3/4'X 2"X 1/B'FDR X,TUBE)
ALUM ANGLE
CUT TO FIT SNUG INCE TUBE
ANCHORS DETAIL #1 `o
METAL TO METAL CONNECTION
$14 SMS
SUBSTRATE U<MIN.EDGE OW. .CL TO CC SPACPI m
ALUMINUM Altr 1/2' o
rm
i�
CIVIL
AA K(-70592
9kIjS11�11WP CAN.
vall';0-
•"'==�-��- ~•�.,� @��il':�`,3 2ai� M 14-01
i sheet Q of 9