WS-14-1699Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-227311
Scheduled Inspection Date: February 03, 2015
Inspector: Rodriguez, Jorge
Owner: SMITH, ORFA
Job Address: 1700 NE 105 Street 404
Miami Shores, FL
Project: <NONE>
Permit Number: WS -8-14-1699
Permit Type: Windows/Shutters
Inspection Type: Final
Work Classification: Window/Door Replacement
Phone Number (786)253-2869
Parcel Number 1122300500610
Contractor: HORIZON WINDOW CORP Phone: (786)298-6941
lsunaing uepartment comments
REPLACE 1 WINDOW AND 1 SLIDING DOOR Infractio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-217275. Work must be finished
Efl inside and out
Failed
Correction ❑
Needed
Re -Inspection
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
February 02, 2015 For Inspections please call: (305)762-4949 Page 30 of 41
Oki
Miami Shores Village
Building a artment
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
�T-4-1-1"'7-71q-
AUG 0 2014
P Gk
FBC 20 P
BUILDING Master Permit No.
PERMIT APPLICATION Sub Permit No.
7
['dull -DING ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
1pl ry
CONTRACTOR
ell—
JOB ADDRESS: 1-700 r �' � `0 � S T. a 4*Ij,`�CT4
717-1 ��.
City: Miami Shores County: ' Miami Dade Zip:331
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple
�Tltle-holder): O '' FA (T11 Phone#: /8'( 2,E3 d•4O
Address: S I"� F'l l� �Q AU r- 1410e-
c" rr-t4
City:
State: Zip:
Tenant/Lessee Name: Phone#:
Email:C� (% / c.�
CONTRACTOR: Company Name: si/ � ..� �'`� C�i���� Phone#: �-� l o
* ' �Q� / 1
Address:
City:
Qualifier Name:
State Certification or Registration #: Certificate of Competency #: OAFS',V ? Z 3
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit:
State Zip:
Square/Linear Footage of Work:
Type of Work: ❑
Addition ❑ Alteration
❑ New
❑ Repair/Replace
❑ Demolition
Description of Work:
'E3,G P LA CC 1
w 1 i 0o w+
1 SL l l3t t J6
t3o`ak
Specify color of color thru tile:,
Submittal Fee $ Permit Fee $ ��
Scanning Fee $ Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $
(Revised02/24/2014)
CCF $ CO/CC $
DBPR $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
Zip
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 $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose ropeVy is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first spection which occurs seven (7) fter the building permit is issued. in the absence of such posted notice, the
inspection wi a approved and a relpspegffon f9dd will be charged.
or AGENT
The foregoing instrument twas acknowledged before me this
day of O US r . 20 1� by
u"b�i�01 �Vk t� M
(TA who is tpersonallyknnopwn to
me or who has produced � '>4'62�&
Signature
C NTRACTOR
The foregoing instrument was acknowledged before me this
day ofy�s , 20 by
A
, who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Print:
Seal:
GRISELL ESTUPINAN
ry Public - State of Florida
Commission # EE 94962
Bonded Through National Notary A
�e�B#�1c�}�de�e�pt8t�rtat�{eek$o$�qt�#ek�kHaBf�k�It�k�P�.At N��bd��k Ne�kN� �k�k�k&8s�k$�egtxak8��k�k�FffifitW�R�R�k�ktlaR9tlsok$9c+B�R�6&�k�kffi�R��k�R�B�P�R�kNt��k�k�hhsRfle�N�k�*ik�k�k�is�p�r�R�ks9��kak�A�k
APPROVED BY �L Plans Examiner Zoning
Structural Review
(Revised02/24/2014)
Clerk
`F' Lo 1D6!rW Li G e
Identification and who did take an oath.
NOTARY PUBLIC:
;
';� SI! va"�'%,,�
Sign:
Print:
Seal:
Signature
C NTRACTOR
The foregoing instrument was acknowledged before me this
day ofy�s , 20 by
A
, who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Print:
Seal:
GRISELL ESTUPINAN
ry Public - State of Florida
Commission # EE 94962
Bonded Through National Notary A
�e�B#�1c�}�de�e�pt8t�rtat�{eek$o$�qt�#ek�kHaBf�k�It�k�P�.At N��bd��k Ne�kN� �k�k�k&8s�k$�egtxak8��k�k�FffifitW�R�R�k�ktlaR9tlsok$9c+B�R�6&�k�kffi�R��k�R�B�P�R�kNt��k�k�hhsRfle�N�k�*ik�k�k�is�p�r�R�ks9��kak�A�k
APPROVED BY �L Plans Examiner Zoning
Structural Review
(Revised02/24/2014)
Clerk
3z
?)
°lU +'ylStliUt! APARTMENTS
WORK REQUEST APPLICATION
Owner's Name�/ d % �'
I hereby request approval from
modification or alteration to my
contractor. /
Electrical work V/
Carpet installation
Unit o
the Board of Directors for the following
unit that will be performed by a licensed
_ Plumbing work
"Windows V
Tile installation Other wor • �® �� K-0 a "'r
� </ d •+ ti °9'� Q ®est_.
Description of the work
Before you decide to upgrade your apartment ( her than paint or carpet) you must
obtain permission from the Board of Directors and/or Miami Shores Village.
A copy sof the plans, specifications and permits, and a description of the licensed
work to of
performed must be submitted for consideration and approval by the
Miami Shores Village Building Department (305-795-2204).
It is the owner's responsibility to ensure that the contractor removes all excess
construction material or building debris. It cannot be placed in the dumpsters.
"Window frames must be gray in color to look like aluminum. Windows must be
Two (2) panels over Two (2) panels. Glass must be clear color.
I, as the unit owner acknowledge responsibility for any damage to the building or
personal injuries that may occur during the project. The Shores Condominium Inc.
its officers and employees are in no way responsible for damage or theft to my
apartment or my belongings. (A $200.00 deposit is required and will be refunded if
no damage to the property is reported.)
I fully un ersta n roe to he statements made above.
Unit owner's 's
nat re Date
f
Approved by: Date: S 8 /Al
DURABLE POWER OF ATTORNEY FOR FINANCIAL MANAGEMENT
WARNING TO PERSON EXECUTING THIS DOCUMENT - THE POWERS YOU GRANT BELOW
CONTINUE TO BE EFFECTIVE SHOULD YOU BECOME DISABLED OR INCOMPETENT
CAUTION: This is an important legal document and upon proper execution will create a Durable Power
of Attorney. This gives the person whom you designate as your agent broad powers to handle your
property during your lifetime, which may include powers to mortgage, sell, or otherwise dispose of any
real or personal property without advance notice to you or approval by you.
These powers will continue to exist even if you become disabled or incompetent. You do have the right to
terminate or revoke the Power of Attorney and any or all powers granted within at any time up to the
point of your incapacity.
This document does not authorize anyone to make medical or other health care decisions. You may
execute a health care proxy (also known as a health care or medical power of attorney) to do this.
If there is anything about this document that you do not understand, you should ask a lawyer to explain
it to you.
THIS DURABLE POWER OF ATTORNEY for financial management is given by me, Orfa Smith (the
"Principal'), presently of 151 SW 134 Way Unit 111N, Pembroke Pines, in the State of Florida, on this 28th
day of May, 2014.
Nature of Power
1. This durable Power of Attorney is not terminated by subsequent incapacity of the Principal except as
provided in chapter 709, Florida Statutes.
Previous Power of Attorney
2. I REVOKE any previous durable power of attorney granted by me.
Agents
3. I APPOINT Monique Smith, of 1235 NE 100 Street, Miami shores, Florida, and Louis de Thomas, of
1235 NE 100 street, Miami shores, Florida, to act jointly and independently as my Agents. Upon the
death, refusal or inability of Monique Smith , or Louis de Thomas to act or continue to act as my Agent,
the remaining Agent will continue to act as my Agent in sole capacity.
recognize that this document gives my Agent broad powers over my assets, and that these
rowers will continue past the point of my incapacity;
am of legal age in the State of Florida to grant a Durable Power of Attorney; and
am voluntarily giving this Durable Power of Attorney and recognize that the powers given in
this document will become effective as of the date of my incapacity or as specified within.
IN WITNESS WHEREOF I hereunto set my hand and seal at the City of Miami in the State of Florida, this
28th day of May, 2014.
SIGNED, SEALED, AND DELIVERED
in the presence of
w imess•- (Sign)
Witness Name: �►-� ,�.0 ��j/L �
Address:
Witness:
Witnes�ame:13//. i
Addresk
r
Orfa Smith ci
=RANCISCO HERNANDEZ, P.E. By Date Sheet 10f
1614 Everhart Manor Ln FH 1 07/15/14 1 2
caty, Texas, 77494 Project : Monique Smith
'hone: (832) 576 5642 / Email: fhpe@aol.com 1700 NE 105th ST Unit 404, Miami Shore, FL 33138
WIND LOAD CALCULATION FOR COMPONENTS AND CLADDING
WIND LOAD FOR WALLS PER ASCE 7/10 FOR MEAN ROOF ELEVATION LESS THAN 60 FEEL
( CHAPTER 30, PART 1 LOW-RISE BUILDINGS)
B = MINIMUM WIDTH (FT) = 250.00 AUG 0 6 20%
H = MEAN ROOF ELEVATION (FT) =44.58 BY:
V= WIND VELOCITY (MPH) = 175
EXPOSURE CATEGORY =
RISK CATEGORY = II
Kz= EXPOSURE COEFFICIENTS
Kzt=TOPOGRAPHIC FACTOR = 1.00
Kd=WIND DIRECTIONALITY FACTOR= 0.85
DF= ALLOWABLE STRESS DESIGN FACTOR = 0.6
qz = VELOCITY PRESSURE = 0.00256 x Kz x Kzt x Kd x (V^2) x DF =
50.780 PSF
6666
CPI COEFFICIENTS =+/- 0.18
•�••�•
•..�..
a = ZONE 5 EXTENSION (FT) =
17.83
6666..
SMALLER BETWEEN:
a=0.10 B=
25.00 AND
• • • •
6666..
• •
......
a=0.4 H=
17.83
6666
6666
69696
_
17.83
6906.
6666
66:66'
-
0.
.. ..
.. .
.9....
6
BUT NOT LESS THAN:
4% OF B=
10.00 OR
•••
3.00
••••%
..
6666
FRANCISCO HERNANDEZ, P.E. By Date ISheet Of
5614 Everhart Manor Ln FH 1 07/15/14 1 2 2
Katy, Texas, 77494 Project : Monique Smith
Phone: (832) 576 5642 / Email: fhpe@aol.com 1700 NE 105th ST Unit 404, Miami Shore, FL 33138
WIND LOAD SUMMARY
MARK WIDTH HEIGHT AREA
IN IN
A(HR) 74.00 50.63
B(SGD) 178.50 80.00
SF
26.02
99.17
ZONE 4
ZONE 5
ZONE 4
ZONE 5
GCP GCP
GCP GCP
WL
WL
WL WL
POS. NEG.
POS. NEG.
POS.
MEG.
POS. NEG.
PSF
PSF
PSF PSF
0.94 -1.04
0.94 -1.28
56.84
0.84 -0.94
0.84 -1.08
51.80
]f56�.8850����
.. ... . . . . . ..
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........... .
..........
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UNIT 404
IN
UNIT 404 PLAN VIEW
0
I
0
N
285'-0"
BUILDING SITE PLAN
CLA
ROOF FLOOR
EL: 44'-7"
FIFTH FLOOR
EL: 36'-3"
UNIT 404 -
FOURTH FLOOR
EL: 27'-11 "
THIRD FLOOR
EL: 19'-7"
SECOND FLOOR
EL: 11'11'-3"
FIRST FLOOR
EL: 2'-9"
GROUND FLOOR
EL: 0'-0"
Miami Shores Village
APPROVED
BY
ZONING DEPT
Sunshine Windows
BLDG DEPT
-J/1, 7
%
SUBJECT TO COMP IANCE WITH ALL F ER
STATF- AND COUNTY RULES AND REGULATIONS
wsIti-\ (40 C�°I
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
q— Is— 14
FRANCISCO HERNANDE
FLORIDA PE # 51393
................
...............................
...............................
...............................
...............................
Sunshine Windows
Manufacturing, Inc.
1785 W. 33rd Place
Hialeah, Florida 33012
Ph: (305)364-9952
Fax:(305)828-5118
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Date: 07/01/2014
scale: N.T.S.
Revision:
Revision
DRAWING N0.
001
SHEET
1 OF 2
WLI
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MARK A
(HR -44) 74" X 50 5/8"
GLASS: CLEAR IMPACT RESISTANT
USE 3" SILL RISER
QTY. 1
WIND LOAD DESIGN LOAD
+56.84 PSF < +67.30 PSF
—61.85 PSF < —67.30 PSF
NOA:12-0320.06
ZONE — 4
178Y2
0
00
MARK B
(SGD) 178 1/2" X 80"
GLASS: CLEAR IMPACT RESISTANT
QTY. 1
WIND LOAD DESIGN LOAD
+51.80 PSF . < +93.30 PSF
—56.80 PSF < —125.00 PSF
NOA:12-0314.13
ZONE — 4
. . ... . • . ..•
.. •. • • . .. •. •
• . . . . • . . . .
• • ••• • • • • •••
• • • • • • • •• •
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• •• • •••
• • • • • • • • • •
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•• • • • • • ••• ••
FRANCISCO HERNANDEZ
FLORIDA PE # 51393
................
............... ................
................
...
...........
...........
............... ................
................ .....
............... ................
Sunshine Windows
Manufacturing, Inc.
1785 W. 33rd Place
Hialeah, Florida 33012
Ph: (305)364-9952
Fax:(305)828-5118
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Date: 07/01/2014
scale. N.T.S.
Revision:
Revision:
DRAWING N0.
001
SHEET
2OF2
MMAMD MIAMI-DADS COUNTY
+ PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2990 F (786) 315-2599
NOTICE OF ACCEPTANCE OA yymv miamldade gov/�era
Sunshine Windows Manufacturing, Inc.
1.745 W. 33"' Place
Hialeah, FL 33012
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 PERA -
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 (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. PERA
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.
DESCRIPTION: Series "1650 (XO)" Aluminum Horizontal Sliding Window L.M.I.
APPROVAL DOCUMENT: Drawing No. HS0941, titled "Series 1650 Aluminum Horizontal Sliding
Window (XO) Impact Resistant Glass", sheets 1 through 7 of 7, dated 03/14/08, with revision #I dated
03/05/12, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami—
Dade
iamiDade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by
the Miami—Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 0000 4, 00
• • 0 •
LABELING: Each unit shall bear a permanent label with the manufacturer'3 name'erz fojo, city, alae; • •
model/series, and following statement: "Miami-Dade County Product Control Approve N unless vtherwise • • • • • •
noted herein. 0#0000 • i.. • • i
RENEWAL of this NOA shall be considered after a renewal application has been R3ij Ind thele t* been ,... •
no change in the applicable building code negatively affecting the performance of his uct. .... ..:..'
TERMINATION of this NOA will occur after the expiration date or if there has been rAvision t9r change • • • • ; •
in the materials, use, and/or manufacture of the product or process. Misuse of this MAUXan endorsrement ' •
of any product, for sales, advertising gr any other purposes shall automatically terminate this NGkPF!Hure * " � • * •
to comply with any section of this NOA shall be cause for termination and removal 'of N66. ' :0060:
00*0
ADVERTISEMENT: The NOA 'number preceded by the words Miami-Dade County, "da, 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 and renews NOA # 09-1217.04 and consists of this page 1 and evidence pages E-1 and
E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 12-0320.06
Expiration Date: April 10, 2018
fl5,
j2Approval Date: May 17,2012
Page I
Sunshine Windows Manufacturing. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.*
2. Drawing No 1150"", titled "Series 1650 Aluminum Horizontal Sliding Window
(X4) Impact Resistant Glass", sheets 1 through 7 of 7, darted 03/14/08, with revision
#1 dated 03/05/12, prepared by manufacturer, signed and sealed by Francisco.
Hernandez, 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 20294
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, TAS 202-94
along with marked --up drawings and installation diagram of an aluminum horizontal
sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-5331, dated 09/18/07, signed and sealed by Carlos S. Rionda, P.E.
(Submitted under previous NOA No. 08-0107.08)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 20294
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 20294
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 2411 3,2.1, TAS 202-94 0000
along with marked up drawings and installation diagram of aDalFunum%Mx5nta1
sliding window, prepared by Fenestration Testing Laboratory, ft., Fest FjptjNo.
FTL-5015, dated 07/27/07, signed and. sealed by Carlos S. Ri8% P.E. *000
(Submitted under previous NOA No. 08-0107.08) •.. • .. • •
• 0000 0000
C. CALCULATIONS • • • • • • • • • •
1. Anchor verification calculations and structural analysis, como • ith FOC -2007,
prepared by Sunshine Windows Manufacturing, Inc., dated 12.30
signgd aid
sealed by Francisco Hernandez, P.E. 0 ; 0.0.0
(Submitted under previous NOA #09-1217.04) ' • • 0 : ; 696
2. Glazing complies with ASTM E1300-04 0000
0000..
0,000.
0000..
0000.
0000.
•0000.
0000..
0000..
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
Manaei rer4 P.E.
Product ControMyAminer
NOA No. 12-0320.06
Expiration Date: April 10, 2018
Approval Date: May 17, 2012
E-1
Sunshine Windows Manufacturina, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTER
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to LL DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16.
F. STATEMENTS
L Statement letter of conformance, complying with FBC-2010, and of no financial
interest, dated March 12,.2012, signed and sealed by Francisco Hernandez, P.E.
G, OTHER
1. Notice of Acceptance No. 09-1217.04, issued to Sunshine Windows Manufacturing,
Inc. for their Series 1650 Aluminum Horizontal Sliding Window — L.M.I., approved
on 02/03/10 and expiring on 04/10/13.
Manuel P L.
Product
Control .er
NOA No. 12-0320.06
Expiration Date: April 10, 2018
Approval Date: May 17, 2012
E-2
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Product
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NOA No. 12-0320.06
Expiration Date: April 10, 2018
Approval Date: May 17, 2012
E-2
. . ... . . . ...
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19
og
a7
MAX. %1 �. • • • • • • • • • •
oIMP CT \
GLASS GLASS
• • • • • • • • • • •
:____ _ - _moo - �� _ • • • • • • •
•• • • • •
• • • • • • • :00
C D .. • • : : : • • • • •-aea-at
--_----
L FALSE MUNTINS (SURFACE APPLIED)
L MAY BE USED
3 1/a. 10"
MAX. MAX.
WINDOW WIDTH
TYPICAL ELEVATION (XO)lot
GENSBAI.NOTFSt
1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC.
2.- CONFIGURATIONS OX AND X0.
3.- SHUTTERS ARE NOT REQUIRED.
4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART.
7�WITH 1 ElY USE 1//42- D E�EULTACON 13YO� 0
&- FOR ATTACHMENT INgTO �CpOMNCCRRETE OR MASONTO NRY WOODEN
WITH FOR �TiN�1TN.INTEt08EDM2 BORMOD AND�IN. ,J4p 1Dt LTRACON BY ELCO
/2
FOR ATTACHMENT INTO METAL USE 1/4- DIAM. GRADE 5 SHEET METAL SCREWS
WITH 1" MIN, EDGE DISTANCE.
8.- CONCRETE STRENGTH t'c-3,200 psl MIN., CMU PER ASTM C90, FILLED CMU fm -2,000 psl MIN.
7.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN, AS REQUIRED.
8.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE- 0- 0.55 OR GREATER DENSITY.
9.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8'.
ALUMINUM SHALL BE 8083-78. STEEL SHALL BE Fy- 38 KSI MIN.
10.- WOOD BUCKS (BY OTHERS) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS
TO THE STRUCTURE AND SHALL BE APPROVEDBY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION.
11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS)
AS SPECIFIED IN SECTION 2003.&4 OF THE 2010 FIC.
G LASSs
0.340" OVERALL LAMINATED GLASS USING TWO UTES OF
0.128- HEAT STRENGTHENED GLASS WITH A 0.090- INTERLAYERFUM DUPONT BUTACITE PVB, BETWEEN THE TWO UTES OF GLASS.,.72'
LAMINATED BY TECNOGLASS. PR017UCTREVIND
w18�G•F!
A`�p1040°r, - I8
B1_.I iVDEZ
F�RaANkC�Sf �E$)
Aswoolmlow
C_4 k
1��70 raft 3=2
e
�q
QqQ
F�
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y O �y
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WO
e
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iG .
k�
DMWNG No.
HS08-09
DATE o3-14-�
SCALE: 1 2-�1
SHEET 1 � 7
DEWNSESCHA13T-PSFHEAT
STMGTHELM LANUMM IMPACT
RIMUNTGUM
Wumw
DD�IIDON
ANC$08
BOLE
HURffiCANE PROCfELTION
S NNO*T "Qua en
WIIYDi
IiI91r
PER
14M ez
s4
IL 3/4" OIL 3" SUL
W. EXr.
a6 1/2'
3r
33 1/8•
74"
2e•
4
3
3.3W.
83.33 120.00 80.00 120.00
0.
s
93.33 120.00 80.00 120.00
8
93.33 119.30 80.00 119.3
8
83.33 90.00 80.00 90.00
26 t/2'
37'
637 1/B'
74-
38 3/8'
4
8
83.33 120.0 80-00.120.00
9
93.33 120.0 80.00 120.00
6
83.33 98.90 80.00 98.80
8
83.33 78.90 78.90 78.90
3r
53 t/6'
74•
ao a/6•
8
6
83 33 104.70 80.00 104.70
8
83.33 8&40 80.00 88.40
8
93.33 87.30 87.30 67.30
3r
83 i/8'
7a•
831•8
9
7
83.33 88.20 80.00 88.20
83.33 75.00 75.00 79.00
8
93.33 62.00 82.00 62.00
2a•
36'
48•
so"
7Y
za•
S
3
83.33 120.0 80.00 120.0
4
83.33 120.0 80.00 120.0
8
83.33 120.0 80.00 120.0
7
93.33 120.00 80.00 120.0
8
93.33 90.00 80.00 90.00
24-
36'
46'
or
7r
36'
3
4
53Z3.120.00 80.00 120.0
4
83.33 120.00 80.00 120.0
8
83.33 120.00 80.00 120.0
7
93.33 NAO 80.00 99.90
8
93.33 B&BO 80.00 88.80
38•
48'
so'
�•83
4
53.33 100.40 80.00 100.40
83.33 93.90 80.00 93.90
Fe
3387.00 80.00 87.00
93.33 74.30 74.30 74.30
36•
46•
eo•
72'
�"
4
7
53.33 90,00 80.00 90.00B�
9
93.33 87.00 80.0 87.00
7
53.33 83.40 80.0 83.40
B
53.33 87.80 87.80 87.80
. . ... . . . ...
. . . . . . . . . .
. . ... . . . . ...
TYPICAL ELEVATION (XO)
MUNTINS (SURFACE APPLIED)
MAY BE USED
GENENALNOMt
1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC.
2.- CONFIGURATIONS OX AND XO.
3.- SHUTTERS ARE NOT REQUIRED.
4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART.
5.- FORWITH 1ATTACHMENT EMBEDMENT IE ORCMA5SOONRY WITH 1I B Yp/ E� 1/42"" DIAM. EDGE ULTACON
DISBYCEECO
OR ATTAR M MININTO 2. EMBEDMENT13OR 0 � MND I f ND 4 D1LC��TRACON 9Y EICO
WITHFOR ATTACHMENT INTO METAL USE 1/4" DIAM. GRADE 8 SHEET METAL SCREWS
WITH 1' MIN. EDGE DISTANCE.
8.- CONCRETE STRENGTH fc-3,200 psi MIN., CMU PER ASTM COO, FILLED CMU fmm2.000 psi MIN.
7.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED.
8.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE` G- 0.58 OR GREATER DENSITY.
9.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8".
ALUMINUM SHALL BE 8063-T8. STEEL SHALL BE Fym 35 KSI MIN.
10.- WOOD BUCKSSBY OTHERS_) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS
TO THE STRUCTURE AND SHALL BE APPROVEDBY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION.
11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS)
AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 FBC.
GLASS -
0 "
LASS:0340" OVERALL LAMINATED GLASS USING TWO LITES OF
0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER
FILM DUPONT 13UTACITE PVR, BETWEEN THE TWO LITES OF GLASS.
LAMINATED BY TECNOGLASS. PRODUCPRBYISBD
Baoyl�lelthowltio"
God"
ACoepLm90N!$
Br
Pht
DROM No.
HSO8-01
DATE: 03-14-48
say- 1 -1"
SHEET 2 OF 7
DESIGN PRESSURES CHART • M
HEAT STRENGTHENED LAMINATED Ii1H►ACT
RXSISrANTGIASS
DI SAN
SC$BDTA.E
T3IIR9I � � cr1oN
WIDTH
HEIG HT
PERk
HEAD
BILI.
PER
'PER,
1314" SILT. 3" S1LL
EXT. W. E1R. INT.
7•
38 31W
11
8
$3.33 90,00 80.00 90.00
p�
74"
80 6/8'
11
8
53.33 90.00 80.00 90.00
37"
s3'
6
9
33.33 90.00 80.00 80.00
83 1/8"
8
53.33 90.00 80.00 90.00
74'
11
53.33 18510 80.00 85.20
72"
as•
11
7
$3,33 94.00 80.00 90.00
48•
�"83
53 33 90.00 80.00 90.00
8D'
JL
33 90.00 80.00 84.00
n"
83.33 90.00 80.00 90.00
. . ... . . . ...
. . . . . . . . . .
. . ... . . . . ...
TYPICAL ELEVATION (XO)
MUNTINS (SURFACE APPLIED)
MAY BE USED
GENENALNOMt
1.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2010 FBC.
2.- CONFIGURATIONS OX AND XO.
3.- SHUTTERS ARE NOT REQUIRED.
4.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURES CHART.
5.- FORWITH 1ATTACHMENT EMBEDMENT IE ORCMA5SOONRY WITH 1I B Yp/ E� 1/42"" DIAM. EDGE ULTACON
DISBYCEECO
OR ATTAR M MININTO 2. EMBEDMENT13OR 0 � MND I f ND 4 D1LC��TRACON 9Y EICO
WITHFOR ATTACHMENT INTO METAL USE 1/4" DIAM. GRADE 8 SHEET METAL SCREWS
WITH 1' MIN. EDGE DISTANCE.
8.- CONCRETE STRENGTH fc-3,200 psi MIN., CMU PER ASTM COO, FILLED CMU fmm2.000 psi MIN.
7.- USE NON SHRINK NON METALLIC GROUT 3 KSI MIN. AS REQUIRED.
8.- WOOD HOST STRUCTURE SHALL BE "SOUTHERN YELLOW PINE` G- 0.58 OR GREATER DENSITY.
9.- THE THICKNESS OF THE STEEL/ALUMINUM HOST STRUCTURE SHALL BE NO LESS THAN 1/8".
ALUMINUM SHALL BE 8063-T8. STEEL SHALL BE Fym 35 KSI MIN.
10.- WOOD BUCKSSBY OTHERS_) SHALL BE PROPERLY ATTACHED TO TRANSFER GLAZING SYSTEM LOADS
TO THE STRUCTURE AND SHALL BE APPROVEDBY BUILDING OFFICIAL PRIOR TO WINDOW INSTALLATION.
11.- ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED (BY OTHERS)
AS SPECIFIED IN SECTION 2003.8.4 OF THE 2010 FBC.
GLASS -
0 "
LASS:0340" OVERALL LAMINATED GLASS USING TWO LITES OF
0.125" HEAT STRENGTHENED GLASS WITH A 0.090" INTERLAYER
FILM DUPONT 13UTACITE PVR, BETWEEN THE TWO LITES OF GLASS.
LAMINATED BY TECNOGLASS. PRODUCPRBYISBD
Baoyl�lelthowltio"
God"
ACoepLm90N!$
Br
Pht
DROM No.
HSO8-01
DATE: 03-14-48
say- 1 -1"
SHEET 2 OF 7
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . ...
• • • • • • • • �• . t {v
12 13 g +5 18Smft %*U
20 •• • • • •• •.• •• alt k,
• • • • • • • •
• • • • • • •
1745 W. APlea
• • • • • • • HHW"Fl.fEG 3012
— — — — — — — — — — '
l
14 '�
as 10 19
IAnNDOW WIDTH
HORIZONTAL SECTION
O1 y N0Ny
19 8 W
WW
ao 5
g
17
L5 O 18 3 H
Ly 86 8 (2) 2. EV 2 Nf
VERTICAL SECTION
(2) a• HOL WTIU SILL RISER
MODUMMMED
VERTICAL SECTION ft DPAMO "a
A a HS08-01
DATE: 03—,4-05
By Scaa
FRANCISCO H N}N3E3 g}{� 3 7
mgxq Sti
trnusst
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . ...
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• • Paa(xrhmrr.m,a
C
PRODUC MV188D
aamPlyfm,r660xfmoms ORA" No
- � HS08--01
BY DATE ]-14-08
SCALE. 1 a.-1.
�sCISCO�E�NAND SHEET 4 OF 7
-11S361F PA1tT0 SfiQD. D1i8CCA4�77TOQ1 tt6AT810AL
f SiN^019 1 FR4IdE HEAD 6069-T8
a SW -019 1 FRAME s0.1. �83-'B
s s 60
0aa1 1 083QtT TRACK 9oo3•-ra
a sr�4�a 2 sL6}ER rcP/eoiTo�l Rnu. sDet3•-ra
8 61@ AS FIN 8� PILE FELT
s s�,a1�r a WHIM. BRAS
9 89Vy017 1 MOVOVO MEf<T1N0 RAIL �8S-T8
10 8W40f11 1 Fl%897 MEEf11J0 RAIL 8493-T8
11 0.030 Sy -A5 As RQ ASSffMSLY 5CREW8 � 8 X 1' S1�.
12 SW -413 1 JAMB TO MOVING PANEL X83-78OF
0319 � T 1.9%
,.bra O.ogo r
0,,"
� 4A944
z. � 1.�0 FT—
O.Sig
OlA21N0 BEAD
a'� � SW -018
FOfiD. MEETING RAIL MOVING MEETING RAIL JAMB TO FIXED PANEL FRAME JAMB TO MOVING PANEL 8083-75
sV-40111 SW -017 9Y7-014 SW -T AM 013
8089-T8 0083-T5 EOBJ-Ta 80 ''8J -T8
0.078
2 0'� 9.760 1.00
0.892
1.8780 J.062
L � ,l 4.ODQ
1 a ao 0.9,0 �—
aoo ,.0000
FRAME HEAD AND S81 MOVING SIDE RAIL S81 RISER INSERT 7WACK SIJDER TOP No BOTTOM RAIL
8063 -TS 8W -x=21 808J -T6 90-40771
i186f0
PALtRe
RBQD.
�75
13
�I7-018
1
MOMS 190E
,a
as ROD
WEATHER STRIP BULB
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f8
SW -S10
2/SILL.
RETICULA flL .
� �
17
SW40771
1
881 • •
• • � •
18
SW -014
1
JAIdB TO PANp.
19
-
AS ROD
91LICONB
Pte. -888 'OR SIAlO1W
20
SW -•t01
A4 t�
IMPACT GLAZING BEAD
�8�•T8
21
SW-Sll
t
3/8' X S/4 FIAT 1iAk
STEEL
2a
9W -AS
4
ASSEMBLY SCREWS
$ 8 % 2 t/2' SMB.
nT's1
8083-T8
g0�•�
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. ....... ....
ATTACHMENT TO MASONRY
DETAIL B
ATTACHMIMTOWOOD
1/4' SMS THROUGH METAL
(FOR MAX. ANCHOR SPACING AND NUMBER
•
1/Y MW. PENETRATION INTO WOOD.
2 1/2- M.N.
2 1/2° MIN.
1/4- SMS THROUGH METAL
s i ss i iMAII
AND NUMBER OF ANCHORS
(FOR MAX. ANCHOR SPACING AND NUMBER
— ►I1/4"
IATRACON 1 1/4° MIN. EIbBEDdffNT WTO MASONRY
• • • • •
•ETS
N�4�MTRAMA
DESIGN PRElRE CHARTS
MN.
THROUGH t BY WOOD BUCK
• • •
7 AND O
--—�—MULLION.
e
PDR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS
i
FOR
'r ' '
TO ELEVATIONS AND DESIGN PRESSURE CHARTS
44 . • j
ON SHEETS1 OF 7 AND 2 OF 7)
TYPICAL FOR HEAD.
• s
t 6Y WOW BUCK BY OTHERS.
•
i • i MGL51 69 PROPERLY ATTACHED TO
•. • •
SRrMFSFERNG SYSTEM LOADS
TO THE SHALL APPROVED
eU OFMAL PRIOR TO
• •
. .
ALLATtON.
114
1 BY WOOD BUCK BY OTHERS.
wi
MUST BE PROPERLY ATTACHED TO
TRAN�ER GLAZING MIEM LOADS
TO THE STRUCTURE. SHALL BE APPROVED
BY BUILDING OFFICIAL PRIOR TO
WU1= INSTALLATION.
ATTACHMENT TO MASONRY
DETAIL B
ATTACHMIMTOWOOD
DSTAIL C
ATTACHMENT TO METAL STRUCTURE
(STEEL OR ALUMI. 1/0- MN. THICKNESS)
DETAIL C I
ATTACFAIENT TO MULLION
TYPICAL HEAD SECTIONS
3 -1>D -,a.
FRANCho
rH��NgA,N�Dg
11111111
SUTI ine VIIIdm
mmdaDt ft IN,
1745 M. SStM Pkm
M OW4 YM6 33M2
ft (3010364-M
09 5118
DRAWING Na
HS08-0 9
DATE 43=14-08
SCALE: 12"-1'
SHEET B OF 7
1/4' SMS THROUGH METAL
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO ELEVATIONS AND
DESIGN PRESSURE CHARTS ON SHEETS
1/4- SMS THROUGH METAL
1 °
1 OF 4 AND 2 OF 4).TYPICAL FOR HEAD.
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO ELEVATIONS AND
DESIGN PRESSJRE CHARTS ON SHEETS
MN.
MWMt—DAD COUNTY APROAIEO
UNDER SEPARATE APPROVAL)
I OF 7 AND 2 OF 7).
TYPICAL HEAD.—
--—�—MULLION.
i
n
DSTAIL C
ATTACHMENT TO METAL STRUCTURE
(STEEL OR ALUMI. 1/0- MN. THICKNESS)
DETAIL C I
ATTACFAIENT TO MULLION
TYPICAL HEAD SECTIONS
3 -1>D -,a.
FRANCho
rH��NgA,N�Dg
11111111
SUTI ine VIIIdm
mmdaDt ft IN,
1745 M. SStM Pkm
M OW4 YM6 33M2
ft (3010364-M
09 5118
DRAWING Na
HS08-0 9
DATE 43=14-08
SCALE: 12"-1'
SHEET B OF 7
L 1/4" ULTRACON i 1/4' MIN. EMBEDMENT INTO MASONRY
(FOR MAX ANCHOR SPACING AND NUMBER OF ANCHORS
REFER TO ELEVATIONS AND DESIGN PRESSURE CHARTS
ON SHEETS 1 OF 7 AND 2 OF 7)
TYPICAL FOR SILL ONLY.
. . ... . . . ...
s
•
•
.41' BY WOOD BUCK GRWJR
Ile ULTRACON 1 Ile MIN. EMBEDMENT
INTO MASONRY THROUGH 1' BY WOOD BUCK
OR NON-SHRW NON-METALLIC GROUT
(FOR MAX. ANCHOR SPACING AND NUMBER
OF ANCHORS REFER TO ELEVATIONS AND
DESIGN PRESSURE CHARTS ON SHEETS
1 OF 7 AND 2 OF 7).
TYPICAL FOR SILL ONLY.
DETAIL D DETAIL E
ATTACHMENT TO PRECAST SILL ATTACHMENT TO MASONRY
TYPICAL FOR SLLL.
DETAIL 0
ATTACHMENT TO METAL STRUCTURE
(STEEL OR ALUM. 11W MIN. THICKNESS)
—MIAMI– COUNTY APROVED
MULLION. (UNDER SEPARATE APPROVAL)
r MIN..1 —1/4- SMS THROUGH METAL
(FOR Max. ANCHOR SPACING AND NUMBER
bF ANCHOR REFER TO EMATIONS AND
DESIGN PRESSURE CHARTS ON SHEETS
1 OF 7 atm 2 OF 7).
TYPICAL FOR SILL
DETAIL 01
ATTAC UMIENTTOMULLION
(STEEL OR ALUM. 1/0" MIN. TINCKNESS)
TYPICAL SILL SECTIONS
• • s
s • • • 'a GGGIII •
2 BY W000 PR=Y
OTHERS.
WIZ BE PROPERLY ATTACHED TO
TRANSFER GLAZING SYSTEM LOADS
TO THE STRUCTURE SHALL BE APPROVED
WINDOW INSTALLA'RON.
ULTRACON 1 1/2' MIN. PENETRATION INTO WOOD.
MAX. ANCHOR SPACING AND NUMBER
ICHORS REFER TO ELEVATIONS AND
N PREBWE CHARTS ON SHEER
7 AND 2 OF 7)
LL FOR SILL
DETAIL P
ATTACHMIBNT TO WOOD
SIDIShiDC "WS
mmul B11llILHJ, hr -
1745 W. 33rd Pba
HW" Nadft er
Fnv(355)528-5115
7
x
DRAWING NO.
HSOB-01
SCALE: 1/r-1*
SHEET 8 OF 7
1/4" MAX.
sHIM SPFE
ro
r.
• • ••• • • • • •••
4 BY WOOD SUIX BY OTHERS. • • • • • • • • • • • • • i i
MUST BE PROPERLY ATTACHED TO • • • • • • .. • • • •
TRANSFER GLA2M0 sYWEM LOADS • • : PRI :SHIM
/41/4 • : : • •:
TO THE STRUCTURE. BE APP~ f • • • •
BY PAIN NO OFFICIAL PRIOR TO
WINDOW INSTAUXIMN.
DETAIL H
ATTACHMENT TO MASONRY
1/4" SMS THROUGH METAL
(FOR MAX MICLIOR SPACING AND NUMBER
F ANCHORS REFER TO ELEVATIONS AND
DEMON PRESSURE CHARTS ON 94EETS
1 OF 7 AND 2 OF 7).
TYPICAL FOR JAMSS.
COUNTY APROVED
MULUONl((UNDER SEPARATE APPROVAL)
r=�
ATTACHMINNT TO MULLIONS D]rrAIL.
3/B" OIASS
(11PICAL)
We WON. • • • ••• ••
• • i • i • • • • • 1/4° THROUGH METAL
• • • • • (FOR Maef ANCHOR SPACING AND NUMBER
• • • • • • • F �UEDHORS REFER TO ELEVATIONS AND
DEMON PRESSURE CHARTS ON SHEETS
1 OF 7 AND 2 OF 7).
TYPICAL FOR JAMBS.
GI AMG DETAIL
DlrrAlLJ
ATrAC B4KNTTOMBTALSTRUCTURE
(STEEL OR ALUM, 1/e" MN THICiOIESS)
O.OW DUPONT BUTA= PVPVS
ED \ 1 ! STR OTHHEENED
:r[ 7-m
GLAZING: 0.340" OVWVLL. LAMINATED CLAW USING TWO LITES OF
0.129" HEATENED GLASS WITH A O.CBO" INTERUtYER
FlLN DUPONT� PVB, BETWEEN THE TWO LMM OF GLASS.
LAMINATED BY TECNOGLASS
TYPICAL. JAMB SECTIONS
:.r
udhemift hv.
tFUN
iH�6Fbft
d, 3W9
Pte (3061384-911
DRAWING Nm
HS08-01
ILATE 03 -,4 -OB
SCALE;, 2".,"
SHEET 7 OF 7
1 OF 7 AND 2 OF,
1/4" TAPOONS 1 1/4" MIN. DOMM04T
INTO MASONRY 14RDUGH 1" BY WOW BUCK
TYPICAL FOR JAMSS,
OR NON SHRINK NON METALLIC GROUT
DETAIL I
A ' v
(FOR MAK "'mSPACING AND NUMBER
A7TACiA" MTO WOOD
OF ANCHORS REFER TO ELEVATIONS AND
DESION PRESSURE CHARTS ON SHEETS
1 OF 7 AND 2 OF 7).
,� •p
TYPICAL FOR 44MB.R.
DETAIL H
ATTACHMENT TO MASONRY
1/4" SMS THROUGH METAL
(FOR MAX MICLIOR SPACING AND NUMBER
F ANCHORS REFER TO ELEVATIONS AND
DEMON PRESSURE CHARTS ON 94EETS
1 OF 7 AND 2 OF 7).
TYPICAL FOR JAMSS.
COUNTY APROVED
MULUONl((UNDER SEPARATE APPROVAL)
r=�
ATTACHMINNT TO MULLIONS D]rrAIL.
3/B" OIASS
(11PICAL)
We WON. • • • ••• ••
• • i • i • • • • • 1/4° THROUGH METAL
• • • • • (FOR Maef ANCHOR SPACING AND NUMBER
• • • • • • • F �UEDHORS REFER TO ELEVATIONS AND
DEMON PRESSURE CHARTS ON SHEETS
1 OF 7 AND 2 OF 7).
TYPICAL FOR JAMBS.
GI AMG DETAIL
DlrrAlLJ
ATrAC B4KNTTOMBTALSTRUCTURE
(STEEL OR ALUM, 1/e" MN THICiOIESS)
O.OW DUPONT BUTA= PVPVS
ED \ 1 ! STR OTHHEENED
:r[ 7-m
GLAZING: 0.340" OVWVLL. LAMINATED CLAW USING TWO LITES OF
0.129" HEATENED GLASS WITH A O.CBO" INTERUtYER
FlLN DUPONT� PVB, BETWEEN THE TWO LMM OF GLASS.
LAMINATED BY TECNOGLASS
TYPICAL. JAMB SECTIONS
:.r
udhemift hv.
tFUN
iH�6Fbft
d, 3W9
Pte (3061384-911
DRAWING Nm
HS08-01
ILATE 03 -,4 -OB
SCALE;, 2".,"
SHEET 7 OF 7