WS-13-1633Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type:
BUILDING
>`'�..'�r (L\TFD
JUL Z 213
IBY:
Permit No.
Master Permit No.
FBC 20 I o
ROOFING
JOB ADDRESS: 2ieq I\J (03 ST
City: Miami Shores County: Miami Dade Zip: 33135
Folio/Parcel#:
Is the Building Historically Designated: Yes
NO Flood Zone:
OWNER: Name (Fee Simple Titleholder): E d o Sf ; r Phone#: (10S) 5I l' '3Q 07
Address: 2- 1 N E 1 o3 S 7
City: M Ci ri' j SState:
irz--
Tenant/Lessee Name: Phone#:
Zip: 3313
Email:
CONTRACTOR: Company Name: el C TeD, 1 N% Phone#: (?S) 22-^131 3
Address: -155-1-1 Sk."l I (?? (---7
City: M I 611,y1 State: t._ Zip: 33113
Qualifier Name: Car 1 os 0 j ex -1)
Phone#: (305)1-3.2------113
State Certification or Registration #: CEs"G g3S9 (P 1p Certificate of Competency #:
Contact Phone#: C3as�2�Z — 13i3 Email Address:
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit: $ ...2 `J U U Square/Linear Foot a of Work:
t
Type of Work: ❑Addition
Description of Work:
❑Alteration
'a1'A
New epair/Replace
Wi►ntA0 OS
❑Demolition
- C74, w
Color thru tile:
***************************************Fees********************************************
Submittal Fee $Sb Permit Fee $
Scanning Fee $
Notary $
CCF $ CO/CC $
Radon Fee $ DBPR $ Bond $
Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ -
O 9
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 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 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.
Signatu
Owner or Agent
The foregoing instrument was acknowledged before me this
.T (adild(SY) SYS 1(% ,
yk
who is persona llnown to mq or who has produced f
AS-i:3entification and who did take an oath.
day of _, 2011, by
NOTARY PUBLIC•
Sign:
Print:
My Commission Expires:
APPROVED BY
1t9
Signature
Contractor
The foregoing instrument was acknowledged before me thisZS'1'1')
day ofJ u_ne , 20 (3 , by COLiI OJ o- ero ,
who is ersonally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLI
ELISSA RODRIGUEZ
o, •, •; , #EE008228Si_� r ^
MY COM u
•
PfRES: August 10, 2014
Wk Undervn11Z4ei
�''�,Pf, fib;:•r Bonded N
My Commission Expi
Plans Examiner
Structural Review
(Revised 5/2/2012)(Revised 3/12/2012) )(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007)
.,in1elik, MELISSA RODRIGUEZ
MY COMMISSION # EE 008228
�"i��• EXPIRES: August 10RonoectotoNare, 2 1
Zoning
Clerk
NOTICE OF
COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO.
STATE OF FLORIDA
COUNTY OF 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:
2. Description of improvement:
111111111111111111111111111111111111111111111
CFN 2013R0570829
OR. G1; 28733 Ps 0278; (1P9)
RECORDED 07/22/2013 09:06:58
HARVEY RUVINr CLERK OF COURT
MIAMI -DDE COUNTY? FLORIDA
;.AST PAGE
9--kegIQ 10. s -r
carni ShuieS, 3�s13g
hp 16 Le .mwylif kg. iypci G -t tith‘,n ctotkzs
3. Owner (s) name and address: Bran 6 D Y) S. j (14.
(n -i sr
Interest in property: 1'te j (lent( a,
Name and address of fee simple titleholder:
M i cirn p90y—rs . PL- 3313 $
Contractor's name and address: --ITC • . . U h u m I TC {) , t O C.. "}5s-} S v A 3 C. -"r
LC, (253Sg10Lo) Cans a. olexo Mtam',) 33n
5. Surety: (Payment bond required by owner from contractor, if any$TATE OF FLORIDA, COUNTY OF DADE
1 HEREBY CERTIFY that Ibis is a true copy of / / moo
Name and address:
Amount of bond: $
6. Lender's name and address:
7. Persons within the State of Florida designated by Owner upon whom noticesor other documents may be s as provided by Section 713.13
(1) (a) 7., Florida Statutes:
Name and address:
8.In addition to himself, Owner designates the following person (s) to receive a copy of the Lienor's Notice as provided in Section 713. 13 (1)
(b) 7., Florida Statutes:
Name and address:
9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified)
Signature of Owner
Print Owner's Name • Y
Sworn to an
Notary Public
Print Notary's Name
My Commission Expires:
—1
rF (
Prepared by:
ODRIGUE7Addr
MY COMMISS28
• ION st 0, 8
14
��.
,a'(M
gondedu Notary ' u , Und
.: Etta•
Form 104
RECEIVED
JUL 222013
DEPARTMENT OF REGULATORY AND Et NW -RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DI ` SION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries
1070 Technology Drive
North Venice, FL 34275
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 (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or materia[ tested for quality assurance purposes. If this product or material fails to
perforin in the accepted mariner, 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 detennined 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 "AW 740" Aluminum Awning Window — L.M.I.
PRODU
118
T (786) 3
www.miaml
CllITY
APPROVAL DOCUMENT: Drawing No. MD-AW740LM, titled "Awning Window Details — LM &
SM", sheets 1 through 10 of 10, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony
Lynn Miller, 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 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,
model/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 of NOA.
ADVERTISEMENT: The NOA nurnber 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 and evidence page E-1, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAMI•DADE COUNTY
LNOA No. 12-1218.07
Expiration Date: April 11, 2018
Approval Date: April 11, 2013
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. MD-AW740LM, titled "Awning Window Details — LM & SM", sheets
1 through 10 of 10, dated 08/08/12, signed and sealed by Anthony Lynn Miller, 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 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of a series CA740P alum.
projected (awning) window, prepared by Fenestration Testing Laboratory, Inc. Test
Report No. FTL-7061, dated 10/03/12, signed and sealed by Marlin D. Brinson, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010,
dated 12/07/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,
P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16.
2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 2010, dated December 10,
2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated December 10, 2012, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 12-1499 issued by Product Control, dated July 31, 2012, signed by
Manuel Perez, P.E.
G. OTHER
1. None.
E-1
Manuel Perez,
Product Control Ex
NOA No. 12-1
E• x• piration Date: April 11, 2018
Approval Date: April 11, 2013
•
GENERAL NOTES: SERIES 740
IMPACT -RESISTANT AWNING WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ). FOR INSULATED GLASS
INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD
LITE (CAP) MUST TEMPERED.
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN
WIND-BORNE DEBRIS REGIONS.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,
USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY
ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS
WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY
UNITS AND CONCRETE WITH MIN. KS1 PER ANCHOR TYPE,
SEE TABLE 3, SHEET 4.
4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE
CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO
SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"
THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED)
SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS
TO THE STRUCTURE. WOOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD.
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE
BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF
SUFFICIENT EMBEDMENT AS SPECIFIED ON TABLE 3,
SHEET 4. NARROW JOINT SEALANT IS USED ON ALL FOUR
CORNERS OF THE FRAME. INSTALLATION ANCHORS
SHOULD BE SEALED. OVERALL SEALING/FLASHING
STRATEGY FOR WATER RESISTANCE OF INSTALLATION
SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE
OF THESE INSTRUCTIONS.
6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION
WHERE THE PRODUCT IS NOT FLUSH TO THE
SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING
APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED
ON THEM BY THE WINDOW.
7) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL
TEST PRESSURE, FRAME ANALYSIS AND GLASS PER
ASTM E1300.
8. POSITIVE DESIGN LOADS BASED ON WATER TEST
PRESSURE, STRUCTURAL TEST PRESSURE, FRAME
ANALYSIS AND GLASS PER ASTM E1300.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN
DESIGNED TO RESIST THE WINDLOADS CORRESPONDING
TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3%
STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN
OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR
WAS USED FOR THE EVALUATION OF ANCHORS INTO
WOOD. ANCHORS THAT COME INTO CONTACT WITH
OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR
CORROSION RESISTANCE.
9) REFERENCES: TEST REPORTS FTL-7081, 3579, 3580,
3724; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA;
ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM
ALUMINUM DESIGN MANUAL.
19" MAX.
O.C. 1
4" MAX.
DESIGN PRESSURE RATING
IMPACT RATING
VARIES,
SEE SHEETS 5-9
RATED FOR LARGE & SMALL
MISSILE IMPACT RESISTANCE
60" WIDTH
53" VISIBLE LIGHT WIDTH (DLO)
NO ANCHOR PAIR
REQ'D IF WINDOW IS
27-7/8' WIDE OR LESS
(HEAD & SILL)
e I
8, SEE
SHEET 2
6' MAX.
23' MAX. O.C. -
12' MAX. FOR UNITS
OVER 39' TALL
OTHERWISE 4" MAX.
T
39"
HEIGHT
A, SEE
- SHEET 2 32"
I VISIBLE
t LIGHT
HEIGHT
(DLO)
1 - - B - —s I �-- 4" MAX.
USE ANCHOR PAIR FOR UNITS
OVER 27-7/8" WIDE (HEAD & SILL)
TYP. ELEVATION OF AWNING WINDOW
TABLE 1:
Glass Types
Sheet #
1
3
5/16" Lami (1/8" An - .090" PVB - 1/8" An)
6
2
7/16" Lami (3/16" An - .090" SGP - 3/16" An)
6
__.-__________
f---
/ /
/
/ /
/
�-
1\
----------L�
\
\
\
\\
7/8" Lam!. IG (1/8" T - 7/16" Air - 1/8" An - .090" PVB - 1/8" An)
/
6
7/8" Lami. IG (3/16" An - 1/4" Air - 3/16" An - .090" SGP - 3/16" An)
9
6
7/8" Lami. lG (3/16" T - 1/4" Air - 3/16" An - .090" SGP - 3/16" An)
9
r
6' MAX.
23' MAX. O.C. -
12' MAX. FOR UNITS
OVER 39' TALL
OTHERWISE 4" MAX.
T
39"
HEIGHT
A, SEE
- SHEET 2 32"
I VISIBLE
t LIGHT
HEIGHT
(DLO)
1 - - B - —s I �-- 4" MAX.
USE ANCHOR PAIR FOR UNITS
OVER 27-7/8" WIDE (HEAD & SILL)
TYP. ELEVATION OF AWNING WINDOW
TABLE 1:
Glass Types
Sheet #
1
3
5/16" Lami (1/8" An - .090" PVB - 1/8" An)
6
2
7/16" Lami (3/16" An - .090" SGP - 3/16" An)
6
3
7/8" Lami. IG (1/8" An - 7116" Air - 1/8" An - .090" PVB - 1/8" An)
7
4
7/8" Lam!. IG (1/8" T - 7/16" Air - 1/8" An - .090" PVB - 1/8" An)
8
6
7/8" Lami. IG (3/16" An - 1/4" Air - 3/16" An - .090" SGP - 3/16" An)
9
6
7/8" Lami. lG (3/16" T - 1/4" Air - 3/16" An - .090" SGP - 3/16" An)
9
GENERAL NOTES 1
ELEVATION 1
GLAZING DETAILS 1
INSTALLATION 2
ASSEMBLY TUBE DETAILS 3
ANCHOR SPECIFICATIONS 4
ANCHOR QUANTITIES 4
DESIGN PRESSURES 5-9
ASSEMBLY DETAILS/BOM 10
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SSIO_
A. LYNN MILLER, P.E.
P.E.# 58705
6116' LAMINATED 1 I e
GLASS STACK
118' ANNEALED
GLASS
EXTERIOR
a
.090' DUPONT
BUTACITE PV8
118' ANNEALED
GLASS
11116' GLASS BITE
GLASS TYPE 1
718' NOM.
GLASS STACK
7/16' AIRSPACE
7/16' LAMINATED
GLASS STACK
3/16' ANNEALED
GLASS
EXTERIOR
a
.090' DUPONT SGP
3/16' ANNEALED GLASS
11116- GLASS BITE
118' ANNEALED OR
TEMPERED GLASS
EXTERIOR
a
GLASS TYPES 2
5/16' LAMINATED
GLASS STACK
1/8' ANNEALED
GLASS
.090' DUPONT
BUTACITE PV8
1/8' ANNEALED
GLASS
11/16' GLASS BITE
718' NOM.
GLASS STACK
1/4' AIRSPACE
3/16' ANNEALED
OR TEMPERED GLASS
EXTERIOR
a
GLASS TYPES 3 & 4
7116' LAMINATED
GLASS STACK
3/16' ANNEALED GLASS
.090' DUPONT SGP
3116' ANNEALED GLASS
11/18' GLASS BITE
GLASS TYPES 5 & 6
1
I—
liami Shores Village_
Q
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.�uu..Cli i I u WI I H Al IPPI1FRAI
STATE ANL) COON) Y RULES AND REGULATIONS
2
I
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WI
a
IAPPROVED1
ZONING DEF
BLDG DEPT
Revised By:
Dote:
Revision:
Revised By:
Dote:
Revision:
4ppruved ax complying Mth the
Florian Diskant; Cod
Date Ila . I2,b
h'.0Aii A -
Mi3nnID:deProdu ICont .l
By it
s
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
Description:
GENERAL NOTES & ELEVATION
Drown By:
J ROSOWSKI
Title:
AWNING WINDOW DETAILS - LM & SM
Dote:
08/08/12
CERT. OF AUTH. #29296
Series/Model:
AW -740
Scale:
NTS
Sheet:
1 OF 10
Drawing No.
MD-AW740LM
Rev:
INSTALLATION
OPTION 1
INSTALLATION ANCHORS
INTO 2X WOOD.
AS REQUIRED PER
TABLE 3, SHEET 4
WINDOW
HEIGHT
BUCK
HEIGHT
EDGE
DISTANCE
EDGE DISTANCE
EMBEDMENT
FOR SNUBBER
REQUIREMENTS, SEE
TABLE 4, SHEET 4.
JAMB
HARDWARE
VISIBLE
LIGHT
HEIGHT
(DLO)
ATTACHED TO
FRAME & VENT
JAMB
'TYP. ANCHOR
TYPE, EMBEDMENT
AND EDGE
DISTANCE PER
SUBSTRATE, SEE
TABLE 3, SHEET 4.
ATTACHED TO
FRAME JAMB
ATTACHED TO
FRAME JAMB
ATTACHED
TO VENT
JAMB
ATTACHED TO
VENT JAMB
ATTACHED TO
FRAME JAMB
ATTACHED
TO FRAME
JAMB
EXTERIOR
TYP. ANCHOR TYPE,
EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 3, SHEET 4.
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
INSTALLATION
OPTION 2
INSTALLATION ANCHORS
DIRECTLY INTO MASONRY.
BUCK WIDTH
INSTALLATION
OPTION 4
INSTALLATION ANCHORS
DIRECTLY INTO METAL.
1/4" MAX
SHIM
EDGE
DISTANCE
EMBEDMENT
1 1
ATTACHED TO
VENT SILL
I 1
ATTACHED TO
FRAME SILL
i 1
ATTACHED TO
VENT SILL
#12 STEEL
SELF -DRILLING
SMS, SEE TABLE
3, SHEET 4.
DADE APPROVED
MULLION, ALUMINUM,
STEEL FRAMING OR
STEEL STUD.
OPTIONAL ADDON
FLANGE @ HEAD,
SILL & JAMBS
SEE DETAIL _
Al, BELOW -
NOTES:
1) USE ONLY SUBSTRATE -APPROPRIATE
ANCHORS LISTED ON TABLE 3, SHEET 4.
FOLLOW EMBEDMENT AND EDGE
DISTANCE LIMITS. ANY INSTALLATION
OPTION SHOWN MAY BE USED ON ANY
SIDE OF THE WINDOW.
2) ALL WOOD BUCKS LESS THAN 1-1/2"
THICK ARE TO BE CONSIDERED 1X
INSTALLATIONS. 1X WOOD BUCKS ARE
OPTIONAL. UNIT MAY BE INSTALLED
DIRECTLY TO SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 1-1/2" THICK OR
GREATER. 1X AND 2X BUCKS (WHEN USED)
SHALL BE DESIGNED TO PROPERLY
TRANSFER LOADS TO THE STRUCTURE.
WOOD BUCK DESIGN AND INSTALLATION
IS THE RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD. MAXIMUM
SHIM THICKNESS TO BE 1/4".
1X WOOD
BUCKSTRIP,
SEE NOTE 2,
THIS SHEET.
1/4" MAX SHIM
INSTALLATION OPTION 3
INSTALLATION ANCHORS THROUGH
1X BUCKSTRIP INTO MASONRY.
•
• CONCRETE
PER ANCHOR
REQUIREMENT
d
VERTICAL SECTION B—B
EMBEDMENT
VISIBLE LIGHT WIDTH (DLO)
WINDOW WIDTH
EXTERIOR
HORIZONTAL SECTION A—A
10"MAX.
111I111i
10" MAX.
SEE DETAIL A2, BELOW
NOTES:
1) WHEN INSTALLING
COMBINATION UNITS,
ADDITIONAL INSTALLATION
ANCHORS MAY NEED TO BE
INSTALLED THROUGH THE
WINDOW FRAMES AT 10" MAX.
FROM EACH SIDE OF THE FRAME
ASSEMBLY TUBE CENTERLINE.
SEE TABLE BELOW:
Additional Anchors Required on each
Side of the Frame Assembly Tube (FAT)
Vertical FAT
Windov
Anchor Type
W idh
A
B, C & D
17"•22.9"
0
0
23" . 25.9"
0
1
26"+
1
1
I Horizontal FAT I
Window
Anchor Type
Height
A
B, C & D
17"-22.9"
0
0
23" - 25.9"
0
1
26"+
1
1
VISIBLE LIGHT FORMULAS
WIDTH: WINDOW WIDTH - 7
HEIGHT: WINDOW HEIGHT - 7
```\\,z, .LYNN
1 ‘,\CENSF
No. 58705
--.-P
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�� •
STA E. �.
A. LYNN MILLER, P.E.
P.E.# 68705
Revised By:
Dote:
Revision:
Revised By:
Dote:
Revision:
Approved : -s complying with the
Florida Minnp nth:
Nono_l :LI
M IAml D do Product Cent 1
By
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
Description:
GENERAL NOTES & ELEVATION
Drown By:
J ROSOWSKI
Title:
AWNING WINDOW DETAILS — LM & SM
Dote:
08/08/12
CERT. OF AUTH. 1129296
Series/Model:
AW -740
Scale:
NTS
Sheet:
2 OF 10
Browing No.
MD—AW740LM
Rev:
AWNING (X) AWNING / AWNING (XX) AWNING / CASEMENT / FIXED CASEMENT (XXO)
approvedal complying with tho
Flo, Ida Buldln Codp
Date } ••••'i'
I-.- 10", SEE NOTE 7, THIS SHEET
t).OA# y -- A
FIGURE 1: FIGURE 2: 740 SERIES /�
' /
halm1 Dads Produc nt I
ti f
_
�I..
IOW NG
/
��
('
BY? r
11
/ 1
A!
W ND
r
"
CI
; ,�
,
4 ;`r
-te
WINDOW
\
/ //
',C
/rte
\
ff
I'I' FRAME ,
ASSEMBLY
HEIGHT
'
TUBE
\\
FRAME ASSEMBLY TUBE NOTES:
/ ,
/ ,
1
'
\
�'
co
1
i^
`
`i
` ,
,
10", SEE NOTE 7,
THIS SHEET
p
N.
! 740 SERIES
--0--
1) DIMENSIONS SHOWN ARE WINDOW
DIMENSIONS FOR EACH INDIVIDUAL
2
J
I
CASEMENT
WINDOW. FOR SIZES NOT SHOWN,
CD
__,....1__,....1 WINDOW
WIDTH
I -
Imo
740
FRAME
740
/.
/
WINDOW'
�E
/
ROUND UP TO THE NEXT AVAILABLE
WIDTH OR HEIGHT DIMENSION SHOWN
ON THE TABLES.
f`
z°
Q
SERIES
SERIES
!
f--
o
on
AWNING ASSEMBLY
AWNING
FRAME
2) ANY 740 SERIES PRODUCT
o
(A
v Q
TUBE
ASSEMBLY
(CASEMENT, AWNING OR FIXED
WINDOW
WINDOW
I ��
.-E TUBE
CASEMENT) MAY BE ATTACHED TO THE
a
J
/
FRAME ASSEMBLY TUBE. FOR ALL
p
`740 SERIES
WINDOWS, USE THE WINDOWS NOA
,
<
.-
—
I t
FOR ANCHORAGE, SIZE AND DESIGN
LL
FIXED WINDOW
/
W
I
�_
I�
PRESSURE LIMITATIONS.
o
(.0
0
/
�'
A
CO
COO
lay,
J
1u M
1
'SEE
)I
3) ALL WINDOWS IN THE COMBINATION
MUST BE ABLE TO INDIVIDUALLY
o
o
m
Q
I -
740 SERIES
AWNING EXTERIOR
/
/ /1
PRODUCTS NOA FOR
INSTALLATION SPECS
UNIT
COMPLY WITH THE REQUIREMENTS OF
THEIR RESPECTIVE NOA.
D
1-
W
Q
WINDOW
}
1-
Z
1
/ \
4) FRAME ASSEMBLY TUBE TO BE
-JO
Ca
y
/ ' 1IrIIIIFASTENED
`]
740 SERIES
TO WINDOW, AS SHOW IN
740 SERIES DETAILS, WITH MIN. #12 X 1" SHEET
Q
AWNING %��
CASEMENT
_
Z
FOR SINGLE UNITS:
/
WINDOW /
METAL SCREWS. USE THE SAME
WINDOW
SPACING AND QUANTITY AS THE
Y
(1)
(n
O�
OPPOSITE FRAME MEMBER.
Q
1) DETERMINE YOUR WINDOW SIZE MIN. # 12 X 1" SMS THROUGH
AND GLASS. INSTALLATION HOLES
(
'�
FRAME
0
L1.!
Z
a r
1
FRAME
I
;�
ASSEMBLY 5) THE FRAME ASSEMBLY TUBE MAY
,
T
��
_
NOT EXCEED 62" IN LENGTH (AS USED
m O
a
Z
<
2) KNOWING YOUR ANCHOR TYPE
AND SUBSTRATE, DETERMINE �=-1—r
YOUR ANCHOR GROUP FROMlig
l
ASSEMBLY
TUBE
TUBE
IN A 63" FLANGEOIMNDOW) OR BE
# 12 X USED IN TEE OR CROSS
a
o
o`
4 Ll
>
i� Q
,
h
r ,n
,. ,:;;
;r,{
MIN. # 12 X
CONFIGURATIONS.
TABLE 3, SHEET 4.
1'SMS740
•L
.J
SMS
:A.:INF:
SERIES
�_
OUGH
3)Ill
FROM SHEETS 5-9, FIND THE
j-L��J
THROUGH
CASEMENT
INSTALiATION 6) THE FRAME ASSEMBLY TUBE IS NOT
i
INSTALLATION
REQUIRED TO BE CLIPPED TO THE
0
o N n
n
SHEET FOR YOUR
HOLES
WINDOW'
HOLES
SUBSTRATE. ALL EXTERIOR JOINTS TO
rn N
cr
FIND THE PRODUCTS DESIGN
-
�
o ``� N t
740 SERIES 740 SERIES
BE SEALED BY INSTALLER.
o
PRESSURE FROM THE TABLE FRAME
AWNING EXTERIOR AWNING
_
`` -'
_
LABELED DESIGN PRESSURE ASSEMBLY740
(PSF) FOR SINGLE WINDOWS, ALL WINDOW .\%' TUBE WINDOW
\// EXTERIOR
r■
EXTERIOR
far
I.
7) FOR ALL COMBINATION UNITS,
FIXEDADDITIONAL INSTALLATION ANCHORS
la
? v m ui
o
a
0HORIZONTAL
ANCHOR GROUPS".
CASEMENT MAY NEED TO BE INSTALLED
F w O
SECTION C -C a
a
WINDOW` THROUGH THE WINDOW FRAMES AT
.o
° o
4) DIMENSIONS SHOWN ARE10'
WINDOW. FOR SIZES NOT SHOWN,
MAX. FROM EACH SIDE OF THE
FRAME ASSEMBLY TUBE CENTERLINE.
o Z Z
r
w
o
ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D -D VERTICAL SECTION E -E SEE TABLE BELOW:
AVAILABLE WIDTH OR HEIGHT
DIMENSION SHOWN ON THE 1) DETERMINE EACH INDIVIDUAL WINDOW TYPE, SIZE AND GLASS MAKEUP, SEE FIGURES 1 & 2, THIS SHEET. DETERMINE YOUR ANCHOR GROUP FROM TABLE 3, SHEET 4.
TABLES.
Addtional Anchors Required on each
Side cf the Frame Assembly Tube (FA1)
01111f11///
���\`N� LYNN �I�i�/i,�
••i\-0 ..•. <to ,,
2) FROM SHEETS 5-9, FIND THE SHEET FOR YOUR GLASS TYPE.
1-
Window
Anchor Type
••.
`.. .•' sxCENSF •., I'
5) USING THE TABLE LABELED
<
W idlh
A
B, C & D
‘F. '
'WINDOW ANCHORS REQUIRED" 3) FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'DESIGN PRESSURE (PSF) FOR WINDOWS ATTACHED TO A VERTICAL FRAME ASSEMBLY TUBE' OR 'DESIGN
o
17" • 22.9"
0
0
- No. 58705 ••
(TABLE 2, SHEET 4), DETERMINE PRESSURE (PSF) FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE", DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED. THIS
THE NUMBER OF ANCHORS DIMENSIONS SHOWN ARE WINDOW. FOR
j 23
- 25.9"
0
1
= `
MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY, AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.
NEEDED IN THE HEAD, SILL AND SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES.
26"+
1
1
...j it Z
JAMBS OF YOUR WINDOW.
¢
Window
Anchor Type%
3 )� I?
STATE OF <(/
4) USING THE TABLE LABELED 'WINDOW ANCHORS REQUIRED" (TABLE 2, SHEET 4), DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD, SILL AND JAMBS OF
u-
Height
A
B, C & D
. �,\ '•, ��
'••FLORIDP.•',\
6) INSTALL AS PER THE YOUR WINDOW.
INSTRUCTIONS ON SHEET 2.
c
o
-
17"•22.9"
0
0
i:- ,,
i s
�� S
5) INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3. NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED (SEE
'
23" - 25.9"
0
1
�,�
�i�i , fvAl
SHEET 2), AND THAT MIN. # 12 X 1" ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE (SEE DETAILS ON THIS SHEET).
I
26"+
1
1
A. LYNN MIULEP. b�E.
P.E.# 68705
•
Window Anchors Required
Anchor
Window Width (in)
under 23"
25-15/16"
27-7/8"
30-3(4"
32"
34"
37"
46'
L 53-1/8"
60
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Ancho roup
A
B
C&D
A
B
C&D
A
8
C&D
A
B
C&D
A
B
C&D
A
B
C&D
A
8
C&D
A
B
C&D
A
B
C&D
A
:
C&D
Window Height (in)
under 23"
u- -
' Jamb
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
r 2
2
2
2
Head/Sill
2
2
2
2
2
2
2
2
2
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
6
i•
6
6
4
25-15/16"
Jamb
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Head/Sill
2
2
2
2
2
2
2
2
2
4
4
4
4
4
4
4
4
4
4'
4
4
4
6
4
4
6
4
6
6
4
39"
Jamb
3
3
2
3
4
2
3
4
2
3
4
2
3
4
2
3
4
2
3
4
2
3
4
2
3
4
2
3
4
2
Head/Sill
2
2
2
2
2
2
2
2
2
4
4
4
4
4
4
4
4
4
4
4
4
4
6
4
6
6
4
6
8
4
50.518"
Jamb
4
5
4
4
5
4
4
5
4
4
6
4
5
6
4
5
6
4
5
6
4
5
6
4
Head/Sill
2
2
2
2
2
2
2
2
2
4
4
4
4
4
4
4
4
4
4
4
4
4
6
4
60"
Jamb
5
6
4
5
6
4
5
7
4
6
7
4
6
7
4
6
7
4
6
7
4
Head/Sill
2
2
2
2
2
2
2
2
2
4
4
4
4
4
4
4
4
4
4
4
4
63"
Jamb
5
6
4
5
7
4
6
7
4
6
7
4
6
7
4
6
7
4
6
7
4
Head/Sill
2
2
2
2
2
2
2
2
2
4
4
4
4
4
4
4
4
4
4
4
4
67"
Jamb
5
7
4
6
7
4
6
7
4
6
8
4
6
8
4
6
8
4
Head/Sill
2
2
2
2
2
2
2
2
2
4
4
4
4
4
4
4
4
4
72'
Jamb
6
7
5
6
8
5
6
8
5
7
8
5
7
8
5
Head/Sill
2
2
2
2
2
2
2
2
2
4
4
4
4
4
4
76"
Jamb
6
7
5
7
8
5
7
9
5
7
9
5
Head/Sill
2
2
2
2
2
2
2
2
2
4
4
4
84"Jamb
7
8
5
7
9
5
8
10
5
Head/Sill
2
2
2
2
2
2
2
2
2
USE THIS TABLE FOR ALL WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE WINDOW TIP -TO -TIP. FOR SIZES NOT SHOWN, ROUND
OR HEIGHT DIMENSION SHOWN ON THE TABLE.
TABLE 3:
Group
Anchor
Substrate
Min.
Edge
Distance
Min.Mn
O.C.
Distance
Embedment
Anchor
Plate
Required?
A
1/4" steel Ultracon
Hollow Block
1"
6"
1-1/4"
No
#14, steel SMS (G5)
or#14, 410 SS SMS
S. Pine
5/8'
1"
1-3/8"
No
6063-T5 Alum.
3/8"
518'
0.050
No
A36 Steel
3/8"
5/8'
0.050
No
A653 Stud, Gr. 33
3/8'
518"
.035", 20 Ga.
No
B
#12, steel SMS (G5)
or#12, 410 SS SMS
S. Pine
5/8"
1"
1-3/8"
No
6063-T5 Alum.
3/8"
5/8"
.050"
No
A38 Steel
3/8"
5/8"
.050"
No
A653 Stud, Gr. 33
3/8"
5/8"
.035", 20 Ga.
No
CC%
_ _
-1/4" steel Ullracon
2.85k Concrete
2-1/2"
4"
13/8"
No
2.85k Concrete
1"
4"
13/4"
No
Hollow Block
2-1/2"
5"
1-1/4"
No
#12, steel SMS (G5)
or#12, 410 SS SMS
S. Pine
5/8"
1'
1-3/8"
Yes
6063-T5 Alum.
3/8"
5/8"
1/16"
Yes
A36 Steel
3/8"
5/8"
.050"
Yes
A853 Stud, Gr. 33
3/8"
5/8"
.045", 18 Ga.
Yes
D
#14, steel SMS (G5)
or#14, 410 SS SMS
S. Pine
518"
1"
13/8"
Yes
6063-T5 Alum.
3/8"
5/8"
1/18"
Yes
A36 Steel
3/8"
5/8"
.050"
Yes
A653 Stud, Gr_ 33
3/8"
5/8"
_045", 18 Ga.
Yes
1/4" steel Ultracon
2.85k Concrete
1"
4"
1-3/4"
Yes
2.85k Concrete
2-112"
4"
1-3/8"
Yes
Hollow Block
2-1/2"
5"
1-1/4
Yes
Filled Block
2-1/2"
4"
13/4"
Yes
1/4" 410 SS
CreteFlex
3.35k Concrete
1"
5"
1-3/4"
No
Hollow Block
2-1/2"
5"
1-1/4"
No
5/16" steel Ultracon
3.5k Concrete
1-1/4"
5"
1-3/4"
No
Hollow Block
3-1/8"
5"
1-1/4"
No
Filled Block
2-1/2"
5"
13/4"
No
NOTES:
1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE.
2) ANCHORS MAY BE HEXHEAD, PANHEAD OR FLATHEAD.
EXAMPLE 1: FOR WINDOW COMBINATION SHOWN BELOW; 7/16" ANNEALED SGP LAM. GLASS,
1/4" MASONRY ANCHORS INTO CONCRETE, +70/-80 PSF DP REQUIRED, NO ANCHOR PLATE
AWNING ANCHORS:
A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +70/-90.
B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE
DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE.
C) FROM TABLE 2, 4 ANCHORS ARE REQUIRED IN EACH JAMB.
C) SIMILARLY, 2 ANCHORS ARE REQUIRED IN THE HEAD & SILL.
D) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1.
E) PER RULES ON SHEETS 2 & 3, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME
ASSEMBLY TUBE SIDE OF THE AWNING (HEAD & SILL).
FIXED CASEMENT ANCHORS ( SEE SEPERATE NOA):
A) FROM TABLE 9, ANCHORS C & D ALLOW A DP OF +70/-83.1.
B) FOR THE JAMB, FROM TABLE 3, ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE
DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE.
C) FROM TABLE 2B, 5 ANCHORS ARE REQUIRED IN EACH JAMB.
C) SIMILARLY. 3 ANCHORS ARE REQUIRED IN THE HEAD & SILL.
D) DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1.
E) PER RULES ON SHEET 2, INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY
TUBE SIDE OF THE FIXED CASEMENT (HEAD & SILL).
TABLE 4:
Approved as complying with the
Florida otding Code
Date_ r~ _
t►1pnnrl Dade rroduct Corr,
11,
uy
.s
Head Snubber Locations
Glass Type:
PV8 (Types 1, 3
& 4)
SGP (Types 2, 5 & 6)
None
Required
4"
-NI-
20" max. from each end
& 20' max O.C.
SAMPLE CONFIGURATIONS:
/A\
0
0
i
0
ix\
0
/X
0
A
0
0
N
00
O
qo
13.25"
1
1
4"
in
0
0
ots
2
O
<
0
w
Z�
r`
csI
aM,N"I
00 -i '--
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0— .
U
O
> d
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0
CERT. OF AUTH. #29296
‘‘)ttiilll/1/�/
, LYNN
!�c i
* . No. 58705
STATE OF'
'i'� •. FCORIOP••' C���
A. LYNN /.444PIE.
P.E.# 58705
10"
� {14•1--'1--
10"
9. -14•
4"
-NI-
-__-,m-1
-----------1
Ili
1
T
17.67'
11
11'
I
I\
i Il
31"
1 111.
I_
4
_— �
_--,I`
�+— 25"H.
-
20" `I' 20"
ii 48"
0
0
N
00
O
qo
13.25"
1
1
4"
in
0
0
ots
2
O
<
0
w
Z�
r`
csI
aM,N"I
00 -i '--
U X b -
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0— .
U
O
> d
nZ o
0
CERT. OF AUTH. #29296
‘‘)ttiilll/1/�/
, LYNN
!�c i
* . No. 58705
STATE OF'
'i'� •. FCORIOP••' C���
A. LYNN /.444PIE.
P.E.# 58705
/,9
TABLE
FOR GLASS TYPES:
5:
Design Pressure (psi) for Single Windows, All Anchor Groups
1) 5/16" LAMI (1/8 AN - .090" PVB - 1/8 AN)
Approved as complying with (h'
Florida utteringcode
Window Width
UO e .
Date
23'
25-15/16'
27-718'
30 3r4'
32'
,�
>!OAN1 C
under
34'
37'
46'
53118' -........„.../.7
Miami Uncle Product Cot1tG►it
du
under 23'
. +70/- 90
+701- 90
+701- 90
+70/- 90
+701- 90
+70/- 90
+70/- 90
+701.90
+701.90+70/•
90
: _ _
25-15/16'
+70/- 90
+70!- 90
+70!- 90
+70/- 90
+70/- 90
+70/- 90
+70/-90
+701- 90
+701- 90
+70/- 90
�P f
39'
+70/• 80
+70/- 90
+70/- 90
+701- 90
+701- 90
+70/- 90
+701- 90
+701 80
+70/431.1
+70/-71.2L
0
Ti,
50-5/8'
+70/- 90
+70/.90
+70/- 90
+70/- 90
+701- 90
+70/- 90
+70/$9.2
+70/-77.9
SEE SHEETS 1
r
•
60'
+70/- 90
+70/- 90
+70/- 90
+70/-86.5
+7x-83.7
+70/-79.6
+70/-74.3
WINDOW
& 4 FOR
63'
+70/- 90
+70!- 90
+70/- 90
+70/-82.3
+70/-79.4
+70/75.6
+70/- 70.1
HEIGHT
WINDOW
ANCHOR
v
67'
+701- 90
+701- 90
+70/- 83.5
+70/.76.3
+70/.73.4
+/- 69.4
Ex
72'
+701- 90
+70/-87.2
+70/- 77.4
+/- 69.3
+1- 65.4
LOCATIONS
-AND
76'
+701.90
+70/- 84.6
+70/- 75.2
+1- 65
[..._WINDOW ' 1
QUANTITIES.
C
G
84'
+70/.90
+70/- 80.4
+70/- 70.8
WIDTH
J
TABLE
8:
Q.
0
(/)
0
5Q
b
Z
CC
G
Design Pressure (ps0 for Windows Attached to a Vertical Frame Assembly Tube
SEE SHEETS 1 & 4c•I
0
W Width
10' MAX.
ME
FOR WINDOW
J
under 23'
25-15/16'
27-7/8'
303/4'
32'
34'
37'
46' '
53-1/8'
60'
AFSSEMBLY
ANCHOR
LL
J
Anchor Group
Anchor Group
Ancho Group
Anchor
Anchor
Anchor
Anchor
Anchor
Anchor
Anchor
TUBE
LOCATIONS AND
O
O
O
Group
Group
Group
Group
Group
Group
Group7
.L
QUANTITIES. SEE
« CCD
'--I
In
A
8
C
0
A
B
C & D
A, C & D
B
All
All
All
AU
All
AU
Ali
WINDOW
SHEET 3 FOR ANY
4
0° O
L�
'Q
rn
under 23'
+70/.90
+70/-90
+70/-90
+7a-90
+70/-90
+70/-90
+70/•90
+701.90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+7x-90
+70/-90
+70/-90
HEIGHT
CL
25-15/16'
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
A
ADDITIONAL
ANCHORS
w
f
39'
+70/-89.9
+70/-70.5
+7x-90
+70/-90
+70/-79.7
+70/-90
+70/-90
+701.90
+70/-90
+70/-90
+70/.90
+70/-90
+70/-90
+70/-90
+70/-81.1
+70/-71.2
ADDITIONAL
REQUIRED FOR
W
0
a; I--'
.605/8'
+/.69.3
+/-54.3
+70/.90
+70/.90
+/-81.4
+70/-90
+70/-90
+70/-90
+7x-89.6
+70/-90
+78410
+78490
+78-89.2
+70/-77.9
WINDOW
WIDTH
ANCHOR
THE FRAME
_
u Z
60•
+1-58.5
+/-45.8
+70/-80/.7
+7W-90
+/St.8
+70/-81.2
+70/-90
+70/90
+70/-75.6
+78.86.5
+7883.7
.70/•79.6
+70/-74.3
(a), IF REQ.
ASSEMBLY TUBE.
0
v'
63'
+1-55.7
+/-43.6
+70/-80.7
+70/49.5
+/-49.3
+70/.77.3
+701-90
+70/-90
+70/-72
+70/-82.3
+70/-79.4
+70/-75.6
+7x-70.1
rn
Q
o
tu
m By:
ROSOWSKI
crrption:
ESIGN PRE
Z
Z
O
..1
o�
00
TABLE 7:
5
E
Design Ptesstre (psi) br Windows Attached to a Horizontal Frame Assembly Tube
a
o
4 0
Q
Width
WINDOW
FRAME
ASSEMBLY
under 23-
25-15/16'
27-718
303/4'
32'
�,
37'ndvAr
46'
53 1!8•
- La
rn
HEIGHT
TUBE j
r`
CV
Anchor
Anchor
Anchor
Anchor Groupji
AnchaGroup
Anchor Group
Anchor
AtChorGrop
Anchor
�®
°i N
N
Group
Grop
Group
AnchorGrotp
(�
10'MAX.
70 TECHNOLOGY
I. VENICE, FL 3
P.O. BOX 15;
JOKOMIS, FL 34
tT. OF AUTH. #
All
AU
All
A,C&D
B
A.0&D
6
A•C&D
6
A
8
C&D
A
8
C&D
A
B
C&D
A
8
C
0
}lip
trader 23'
' +70/-90
+70/90
+717-90
+70/-90 ^+701-89.4
+701-90
+70/-85.9
+70/-90
+7W-80.8
+78-90
+70V-74.3
+70/-90
+701-76.3
+/59.7 '
+78-90
+/-66
+1-51.7
+70/-90
+158.5
+/-45.8
+7844.7
+70/90
25-15/16'
+70/-90
+70/-90
+7890
+701-90
+78-90
+70/-90
+70/.90
+701-90
+70/-90
+78-84
+70/-90
+70/-90
+1-67.6
+70/40
+70r�90
+/58.5
+78.90
+70/-90
451.8
+70/-81.2
+70/-90
+78-00
ADDITIONAL
39'
+70/-90
+70/-90
+7890
+70/A0
+78-90
+70/-90
+70/•90
+70/-90
+70/-90
+78.90
+70/-90
+78.90
+70/-89.9
+701.88.1
+70,90
+70177.8
+/-61
+70'-81.1
+/.68.9
+/-54
+78.71.2
+70/-71.2
yyINDOW
ANCHOR
0111(1.
4,
50.5/6'
+701-90
+70140
+7890
+70140
+70/-90
+70/-90
+70/90
+70/-90
+70/90
+70/-89.2
+7(7-89.2
+701-89.2
+70177.9
+701-77.9
+70/-77.9
WIDTH
(4), IF REQ.
I
60'
+701-90
+70/90
+70/90
+70-86.5
+701-86.5
+70/-83.7
+70/-83.7
+70/-79.6
+701-79.6
+70/-74.3
+70'-74.3
+70/-74.3
o Z
w
g
63'
+701-90
+70/90
+7890
+78-823
+701-92.3
+70'-79.4
+701-79.4
+70/-75.6
+78-75.6
+70/-70.1
+78-70.1
+70/-70.1
U
67'
+70/-90
+70/90
+70/-835
+78.76.3
+701-76.3
+78-73.4
+70/-73.4
+/-69.4
+/-69.4
t 1 V 1 I III,/
72'
+70/-90
+701-67.2
+70/-77.4
+/-69.3
+/.69.3
+1.65.4
+/-65.4
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
\C� /
LYNN 444 ////
76'
+70/90
+701-84.6
+701-75.2
+/-65
+/-65
3 FOR ANY ADDITIONAL ANCHORS
♦♦�'
♦ /
♦ • • . F'r /."
84'
+70/•90
+701-80.4
+701.70.8
REQUIRED FOR THE FRAME ASSEMBLY
ANO • ,
\GEN SE.
•••' \ '•.
TUBE.
NOTES:
`�
-- Q'
it
---- -0
i�O.'•
///
• No. 58705 _• _
.• 44 eiter---.) ! LUCt."7-
F LC
.. ATRE0! '(":�F�
%-, �N i,- ,�\\
I /I
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS.
1 r t r t
A. L P 458705 P.E.
1,14
TABLE 8:
•
FOR GLASS TYPES:
2) 7/16" LAMI (3/16" AN - .090" SGP - 3/16" AN)
L
WINDOW
HEIGHT
+ �WINDOW�
I WIOTH
SEE SHEETS 1
& 4 FOR
WINDOW
ANCHOR
LOCATIONS
AND
QUANTITIES.
Design Pressure (psi) for Single Windows, All Anchor Groups
Window Width
Window Width
25.15/16'
under 23'
25.15/16'
27-718'
30-3/4'
32'
34'
37
46'
53-118'
60'
Anchor Group
under 23'
+90/-130
+90/-130
+90-130
+90/-130
+90/•130
+901-130
+90/-130
+901-130
+90/-130
+90/-130
25-15/16'
+90/-130
+90/-130
+90/-130
+90/-130
+901.130
+90-130
+90/-130
490/-130
+901-130
+90/-130
39'
+90/-130
+901-130
+90-130
+90/-130
+90/-130
+90/-130
+90/-130
+901-130
+901-130
+90/-128.8
50-5/8'
+90/-130
+901-130
+90/-130
+901-130
+90/-130
+90/-130
+90/-130
+90/-130
+701-90
+70/-90
60'
+90/-130
+901-130
+90/-130
+90/-130
+90/-130
+90.130
+90-130
+70/-90
+70/-90
+70/-90
63'
+901-130
+90/-130
+90/-130
+90/-130
+90-130
+90/-130
+90/-129.6
+701.90
+70/-90
39'
67'
+90-130
+901.130
+90/-130
+90/-130
+90/-130
+90/-130
+70/-90
+70/-90
+70-90
+70-90
72'
+90/-130
+90/-130
+90/-130
490/-130
+90/-130
+70/-90
+70190
+189.3
+/54.3
+70-90
76'
+90/-130
+901-130
+90-130
+90-130
+701-89.6
+70-90
+70-90
+70/-90
+701-90
+70.90
84'
+90/-130
+901-130
+901-130
60'
+158.5
+1-45.8
+70.84.7
+70/-90
+/-51.8
+70/-81.2
•
FOR GLASS TYPES:
2) 7/16" LAMI (3/16" AN - .090" SGP - 3/16" AN)
L
WINDOW
HEIGHT
+ �WINDOW�
I WIOTH
SEE SHEETS 1
& 4 FOR
WINDOW
ANCHOR
LOCATIONS
AND
QUANTITIES.
•
10' MAX.
L
WINDOW
HEIGHT
FRAME
ASSEMBLY
TUBE
jj
` WINDOW
"-��11 WIDTH 1_4_
ADDITIONAL
ANCHOR
(4), IF REQ.
Design Pressure (psi) for Windows Attached to a Vertical Frame Assembly Tube
Window Width
under 23'
25.15/16'
27.718'
30-3/4'
32'
34'
37'
46'
53-1/8'
60'
53-1/8'
Anchor Group
Anchor Group
Ancho Group
Anchor
Group
Anchor
Group
Anchor Group
Anchor Group
Anchor
Group
Anchor
Group
Anchor
Group
A
13
C
0
A
B
C&D
A,C&D
8
All_
All
A,C&D
B
A,C&0
8
All
`
All
All
DI
i
g50-5/8'
under 23'
+701-90
+70/-90
+701-90
+70/-90
+70/-90
+70/-90
' +70/-90
+70/-90
+701.90
+70V-90
+70/-90
+70/-90
+70/-90
+70/-90
+701-90
+70/-90
+70/.90
+70/-90
25-15/16'
+701-90
+70.90
+70/-90
+70/-90
+701-90
+70/-90
+70/-90
+70/-90
+701-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+701.90
+70/-90
39'
+70/-89.9
+70-70.6
+7090
+70/-90
+70/-79.7
+70-90
+7W-90
+70/-90
+70/-90
+70-90
+70-90
+70.90
+70/-90
+70-90
+70/-90
+70/-90
+70-90
+70/-90
+70190
+189.3
+/54.3
+70-90
+70/-90
+1-61.4
+70/-90
+70.90
+70-90
+701-89.6
+70-90
+70-90
+70/-90
+701-90
+70.90
+70/-90
+70-90
+70/-86.2
+70/-81
60'
+158.5
+1-45.8
+70.84.7
+70/-90
+/-51.8
+70/-81.2
+70.90
+70-90
+70/-75.6
+70-90
+70-90
+70.90
+70/-90
+70-90
+70.85.4
+70190
+70.90
63'
+1-55.7
+1-43.6
+70/-80.7
+701-89.5
+1-49.3
+70/-77.3
+70-90
+70-90
+70/-72~
+70-90
+70.90
+70-90
+70/-88.5
+70-90
+70-81.3
+7090
+701.90
+7090
•
10' MAX.
L
WINDOW
HEIGHT
FRAME
ASSEMBLY
TUBE
jj
` WINDOW
"-��11 WIDTH 1_4_
ADDITIONAL
ANCHOR
(4), IF REQ.
NOTES:
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS.
AVluoverl 0/1 Complying with the
Flurid++ 1 aiding Code
Date
Miami Dare rroduct Contr+i
SEE SHEETS 1 & 4
FOR WINDOW
ANCHOR
LOCATIONS AND
QUANTITIES. SEE
SHEET 3 FOR ANY
ADDITIONAL
ANCHORS
REQUIRED FOR
THE FRAME
ASSEMBLY TUBE.
WINDOW
HEIGHT
FRAME
ASSEMBLY
TUBE
10' MAX.
ADDITIONAL
I WINDOW 1 ANCHOR
-�1 WIDTH (4), IF REQ.
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
0
4
CO
u
4'
0
m�
0
11 III
w
>
NCn
r`
�M�M
J
O x�
Zw0_
z 0 „,0.
N
U Z
O
I._>
O^ z Z
0
LYNN
14,1//,./',/,.
/
\\\\��ON� M 7",
�� • ,IGENSE•Ccp '
t
No. 58705
STA
%/<(•_• . FCORIO •••'0,�
'/ S/Gr NAS- �
A. 0Y44 MILLER, P.E.
PEI/58705
CERT. OF AUTH.
Design Pressure (psi) br Windows Attached to a Horizontal Frame Assembly Tube
WIndoa Width
under23'
25-15/16'
27-7/8'
303/4"
32"
34'
3r
46'
53-1/8'
60'
Anchor
Group
Anchor
Group
Anchor
Group
Anchor roup
Anchor Group
Anchor Group
Anchor Group
Anchor Group
ArchorGroup
Anchor Group
All
Alt
All
A.0&D
8
A.0&D
8
A,C&D
8
A
B
C&0
A
8
C&D
A
8
C&0
A
B
C
D
g
udder 23"4
+70/90
+70/90
+7090
+70/90
+70/-89.4
+701-90
+701-85.9
+701-90
+7050.80/9
+70
+7W-74.3
+7090
+701-7&3
+/59.7
+70.90
+/-6
+/-61.7
+70/-90
+/-58.50'9
+1-45.8
+70-84.7
+70
25-16/16'
+70.90
+70140
+701.00
+7040
+70-00
+70/-90
+70190
+70/-90
+70/40
+70-84
+70/-90
+70-90
+157.6
+70/90
+70.90
+1-68.6
+70-00
+701-90
+161.8
+70/81.2
+701.00
+7040
30'
+70/-90
+70190
+70-00
+70/90
+70-00
+70190
+70190
+70/-90
+70/40
+70.90
+70/-90
+7W-90
+70190
+70/-00
+70/-90
+70/-00
+70-00
+70/-90
+70/-86.2
+70/-81
+70/90
+7090
50518'
+70/90
+70/40
+70-90
+70/40
+70/-00
+70/-90
+70/40
+70/-90
+70/-90
+70-90
+70190
+70/90
+70/-90
+70190
+70.90
60'
+70/-90
+70/90
+7090
+70/90
+70.90
+701-90
+70/90
+701-90
+70/-90
+7090
+701.90
+7090
63"
+701-90
+70/40
+7090
+70/90
+7090
+70/-90
+70/90
+701-90
+70/40
+7090
+70/-90
+7090
67'
+70/-90
+70/-00
+7040
+70/.90
+70-90
+70/-90
+70/90
+70/-90
+70/90
72"
+70/-90
+70-90
+7090
+70/90
+70-90
+70/-90
+70/-90
.
76'
+701-90
+70/40
+70.90
+70/-90
+7090
84'
+70190
+70/-00
+70-90
NOTES:
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS.
AVluoverl 0/1 Complying with the
Flurid++ 1 aiding Code
Date
Miami Dare rroduct Contr+i
SEE SHEETS 1 & 4
FOR WINDOW
ANCHOR
LOCATIONS AND
QUANTITIES. SEE
SHEET 3 FOR ANY
ADDITIONAL
ANCHORS
REQUIRED FOR
THE FRAME
ASSEMBLY TUBE.
WINDOW
HEIGHT
FRAME
ASSEMBLY
TUBE
10' MAX.
ADDITIONAL
I WINDOW 1 ANCHOR
-�1 WIDTH (4), IF REQ.
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
0
4
CO
u
4'
0
m�
0
11 III
w
>
NCn
r`
�M�M
J
O x�
Zw0_
z 0 „,0.
N
U Z
O
I._>
O^ z Z
0
LYNN
14,1//,./',/,.
/
\\\\��ON� M 7",
�� • ,IGENSE•Ccp '
t
No. 58705
STA
%/<(•_• . FCORIO •••'0,�
'/ S/Gr NAS- �
A. 0Y44 MILLER, P.E.
PEI/58705
CERT. OF AUTH.
8,I0
FOR GLASS TYPES:
TABLE,,.
Design Pressure (psi) for Single Windows, All Anchor Groups
3) 7/8" LAMI. IG: (1/8" AN - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN)
Approved a% complying with Ike
Florida Buldin Code
Date •
Window Width
1,11-S2.
under 23'
25-15!16'
27-7/8'
30-314'
32'
34'
37'
46'
53.1/8'
60'
1
OA h `-roduet contie
Mlnml t�adc I`
bl
under 23'
+70/- 90
+70/- 90
+701- 90
+70/- 90
+701- 90
+70/- 90
+70/- 90
+70/- 90
+701- 90
+70!- 90
25-15/16'
+70/- 90
+70/- 90
+701- 90
+70/- 90
+70/-90
+70/. 90
+70/- 90
+701- 90
+70/- 90
+70!- 90
BY.,,. i...
39'
+70/- 90
+70/- 90
+70/- 90
+701- 90
+70/- 90
+701.90
+70/- 90
+70/- 90
+70/-83.2
+70/-73.1
1
50-518'
+701- 90
+70/- 90
+70/- 90
+70!- 90
+70!- 90
+70!- 90
+70/- 90
+701480
SEE SHEETS 1
z
60'
+70/- 90
+701- 90
+70/- 90
+70/-88.8
+70//-85.8
+70/-81.7
+70/-76.2
WINDOW
& 4 FOR
WINDOW
63'
+701- 90
+70/- 90
+70/- 90
+70/-84.4
+70/-81.5
+701-77.6
+701-71.9
HEIGHT
ANCHOR
a
67'
+70!- 90
+70/- 90
+70/-85.6
+701-78.3
+70/- 76.3
+70/- 71.2
g
72'
LOCATIONS
+701.90
+70/-89.5
+70/- 79.4
+70!- 71.1
+1- 67.1AND
76'
+701- 90
+70/8
+70/- 77.2
+1- 66.6
WINDOW_ f I
QUANTITIES.
84'
+701- 90
+701.82.5
+70/- 72.7
I6.6
WIDTH
TABLE
12:
o
't
W
a
0
CO
0
awing No.
1 D—AW74C
Z
8
Design Pressure (psi) for Windows Attached to a Vertical Frame Assembly Tube
SEE SHEETS 1 4
G
0
Window Widen
N
J
10' MAX. �-,�I(
FRAME
FOR WINDOW
I
under23'
25-15/16'
27-718'
30.3/4'
32'
34'
3T
46'
53-1/8'
60'
I
ASSEMBLY
ANCHOR
U -
Anda Group
Anchor Group
Anchor Group
Anchor
Anchor
Anchor
Anchor
Anchor
Anchor
Anchor
, TUBE
LOCATIONS AND
O
(i)0
Group
Group
Group
Group
Group
Group
Group
QUANTITIES. SEE
g
o 00
w
J
a ti
A
B
C
o
A
B
C & D
A. C & O
B
All
All
All
All
All
All
All
WINDOW
SHEET 3 FOR ANY
o
p°
a
Q
rn
23'
+7W-90
_
+7W-90
+701-90
+70/-90
+701-90
+70/-90
'
+70/-90
HEIGHT
under
+70/-90
+70/-90
+701-90
+70/-90
+70/90
+70/-90
+70/-90
+70r-90
+701-90
ADDITIONAL
W
25-16/16'
+70/-90
+70!490
+70/-90
+701.90
+70/-90
+70/-90
+701-90
+701-90
+701-90
+70/-90
+70/-90
+701.90
+70/-90
+701-90
+701-90
+70/-90
A
ANCHORS
cn
(n
39'
+7W-89.9
+7W-70.5
+70/-90
+70/-90
+70/-79.7
+70/-90
+70/-90
+79/90
+7W-90
+701-90
+70/-90
+70/-90
+70/-90
+7W-90
+70/-83.2
+70/-73.1
[ ADDITIONAL
REQUIRED FOR
W
il
5; �--'
50.5!8'
+1-69.3
+/54.3
+70/-90
+70/-90
+/-61.4
+70/-90
+70/.90
+7W-90
+70/49.6
+70/-90
+7W90
+70/-90
+70/-90
+701.80Le...1WINDOW
WIDTH
I ANCHOR
I.
THE FRAME
$ Z
60'
+/58.6
+1-45.8
(4), IF REO.
ASSEMBLY TUBE.
F�
+701-84.7
+7W-90
+1-51.8
+70/-81.2
+70/-90
+70/-90
+70/-75.6
+7W-88.8
+70/.85.8
+70181.7
+70/-78.2
63'
+/55.7
+/-43.6
+70/-80.7
+701.89.5
+1-09.3
+70/-77.3
+70/.90
+70/-90
+70/.72
+70/-84.4
+7W81.5
+70/-77.6
+70/-71.9
0
Q
3
m By:
ROSOWSKI
W
do
Z
4
W
Z
(9ti
Zra_
>Z
y Q
o
TABLE 13:
's
o 6._u
°
>
rz
c
Design Pressure br Windows Attached to Horizontal Assembly Ube
o
k
Q Q
Q
(psi) a Frame
FRAME
WIndort Width
WINDOW
ASSEMBLY
ti
ro
under23'
2515/16'
27-7/8'
303/4'
32'
34'
3T
46•
53-1/8'
in
HEIGHT
TUBE
®
o N r•
m
An
Anchor
Anchor
Anchor
a N
N
Group
Group
p
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Grote
Anchor Group
10'
L
MAX.
?0 TECHNOLOGY
I. VENICE. FL 3
P.O. BOX 15:
JOKOMIS, FL 34
T. OF AUTH. #
A9
All
All
A,C&D
8
A•C&O
B
A,C&D
B
A
8
C&O
A
B
C&D
A
8
C&D
A
B
C
D
T-
under 23'
+70/-90
+70/-90
+7W-00
+70190
+70/-89.4
+70/-90
+70/-85.9
+701-90
+70/-80.8
+70/.90
+7W-74.3
+70-90
+7W-76.3
+/.59.7
+70/-90
+1-66
+1-51.7
+7W-90
+148.5
+/-45.8
+7d-84.7
+70'90
iii
25-15/16"
+701-90
+70/-90
+70/-00
+70/-00
+701-00
+70/-90
+70/40
+70/-90
+701-90
+70134
+701.90
+701.00
+/-67.6
+70/90
+70/-90
+/58.5
+701-90
+70/-90
+1-61.8
+70/-81.2
+70/-00
+70/-00
ADDITIONAL
39'
+701.90
+701-00
+70140
+701-00
+70/-00
+701-90
+70/-90
+70/-90
+70140
+701.90
+70/-90
+701190
+70189.9
+70/.88.1
+70/-90
+701-77.8
+/81
+70/$3.2
+/-68.9
4/-54
+70/-73.1
+70/-73.1
WINDOW
ANCHOR
Et,
50-6/8•
+70/-90
+701.90
+70,40
+70190
+70/40
+701-9)
+70!-90
+701-90
+70/40
+70/-90
+70/40
+7W-90
+701-80
+70/40
+70/40
WIDTH
{4), IF REQ.
a
s
60'
+70/-90
+70/40
+70/-90
+70/48.8
+70/-88.8
+7Q 45 8
+70/-85.8
+70141.7
+70' 81.7
+70/-76.2
+7W-762
+70/-76.2
0 Z
6
U
g
63'
+70/-90
+70/.90
+70/40
+70/44.4
+70/-84.4
+70/.81.5
+70/-81.5
+70/-77.5
+70/-77.5
+70/-71.9
+701-71.9
+70/-71.9
67'
+70/-90
+70/-90
+70/-85.6
+70/-78.3
+70/-78.3
+70/-75.3
+70/-75.3
+70/-71.2
+701-71.2x011111/11
/
72'
+70/-90
+70/-89.5
+70/-79.4
+7W-71.1
+70/-71.1
+/-67.1
+/87.1
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
��� �' /77 /
ON`( tYNN , ���
76'
+70/-90
+701-86.8
+70/-77.2
+/-66.6
+/-66.6
3FORANYADDiT10NALANCHORS
``\\
e i
' F,p
84'
+70l-90
+70!82.5
+70/-72.7
REQUIRED FOR THE FRAME ASSEMBLY
\� �� ,• oCENSF
. Q- ,-'
TUBE.
NOTES:
No. 58705
-, 0 '• STA ) OF �!/�,-..-
'.. FLORIDA. • • ;
p'/, s '•••....•• \�
',,S/GNTAL 1r\-\``',%\\'
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS.
A. LYNN MILLER, P.E.
P.E.# 58705
11
TABLE 14:
TABLE 15:
FOR GLASS TYPES:
4) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN)
L
WINDOW
HEIGHT
�WINDOWj
WIDTH
SEE SHEETS 1
& 4 FOR
WINDOW
ANCHOR
LOCATIONS
AND
QUANTITIES.
Design Pressure (psi) for Single Windows, All Anchor Groups
Window Width
Wutdow Wdth
25-15/16'
under 23'
25-15/16'
27-7/8"
30-3/4'
32'
34'
37'
46'
53-118'
60'
b
1
g
3
under 23'
+70/90
+70/- 90
+70/-90
+70/90
+70/-90
+701-90
+701-90
+701-90
+70/90
+70190
25-15/16'
+70/90
+70190
+70/90
+70/-90
+70190
+70/-90
+70/90
+70/-90
+70/90
+70/90
39'
+70190
+70190
+701-90
+701-90
+70/90
+70/-90
+701.90
+70/-90
+70/90
+70/-81.2
50-5/8'
+70190
+70190
+701-90
+70/-90
+70/-90
+701-90
+70/9
0/0 +788.8
+70/-90
+70/-90
60'
+701-90
+701-90
+70190
+70/-90
+701-90
+70190
+70/-84.6
+70/-90
+70/-90
+701.90
63'
+70/90
+70/-90
+70/9 0
+70
01.9
+70/-90
+70/-86.1
+701-79.9
+70/49.9
+70/-70.5
+701-90
67'
+70/-90
+701--90
+70/90
+70157
+701-83.6
+701-79.1
+70/-90
+70/-90
+70/-90
+70/-90
72'
+70/90
+70190
+70/-88.2
+70/-79
+701-74.6
+70-90
+70/-90
+1-61.4
+70/-90
+70/-90
76'
+70/-90
+701-90
+701-85.8
+701- 74
+70/-90
+701.88.8
+70/-81.4
+70/-76.2
+70/-00
60'
84'
+70/90
+70/90
+701-80.8
+/-51.8
+70/-81.2
+70/40
+701.90
+70/-75.6
+70/-90
+701.90
TABLE 15:
FOR GLASS TYPES:
4) 7/8" LAMI. IG: (1/8" T - 7/16" AIR - 1/8" AN - .090" PVB - 1/8" AN)
L
WINDOW
HEIGHT
�WINDOWj
WIDTH
SEE SHEETS 1
& 4 FOR
WINDOW
ANCHOR
LOCATIONS
AND
QUANTITIES.
•
10' MAX.
L
WINDOW
HEIGHT
FRAME
ASSEMBLY
TUBE
WINDOW
WIDTH
ADDITIONAL
ANCHOR
(4), IF REQ.
SEE SHEETS 1 & 4 FOR WINDOW
ANCHOR LOCATIONS AND QUANTITIES.
SEE SHEET 3 FOR ANY ADDITIONAL
ANCHORS REQUIRED FOR THE FRAME
ASSEMBLY TUBE.
Design Pressure (pet) for Windows Attached to a Vertical Frame Assembly Tube
Window Width
under 23'
25-15/16'
27-718'
30-3/4'
32'
34'
37'
46'
53-1/8'
60'
53-1/8'
Ancho Group
Anchor Group
Anchor Group
Anchor
Group
Anchor
Group
Anchor
Group
Anchor
Group
Anchor Group
Anchor
Group
Anchor
Group
A
8
C
D
A
B
C& D
A. C& D
B
All
All
All
AU
A, C& 0
B
All
AU
I,
g50-5/8'
g
under 23'
+70/-90
+70/90
+70/-90
+70/90
+70/-90
+70/-90
+70/-90
+70-90
+70/90
+70/-90
+70/-90
+70/90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
25.15/16'
+70/-90
+70/-90
+70/-90
+701.90
+70/-90
+701-90
+70/-90
+70/-90
+70/-90
+701.90
+70/-90
+70/-90
+70/-90
+70/-90
+701-90
+70/-90
+701-90
39'
+70/49.9
+70/-70.5
+701-90
+70/-90
+70/-79.7
+701-90
+70/-90
+70/-90
+701-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-81.2
+70/-90
+759.3
+1-54.3
+70-90
+70/-90
+1-61.4
+70/-90
+70/-90
+70/-90
+70/-89.6
+701-90
+70/-90
+70/-90
+70/-90
+701.88.8
+70/-81.4
+70/-76.2
+70/-00
60'
+1.58.5
+1-45.8
+70/-84.7
+70/-90
+/-51.8
+70/-81.2
+70/40
+701.90
+70/-75.6
+70/-90
+701.90
+70190
+70/44.6
+701-90
+70-90
+70/.88.8
+701-81.4
63'
+/55.7
+/.43.6
+70/-80.7
+70/-89.5
+1-49.3
+70/-77.3
+70/-90
+70/-90
+70/-72
+70/-90
+701.90
+70/-86.1
+701-79.9
+70/40
+701-90
+701-90
+70/-84.6
•
10' MAX.
L
WINDOW
HEIGHT
FRAME
ASSEMBLY
TUBE
WINDOW
WIDTH
ADDITIONAL
ANCHOR
(4), IF REQ.
SEE SHEETS 1 & 4 FOR WINDOW
ANCHOR LOCATIONS AND QUANTITIES.
SEE SHEET 3 FOR ANY ADDITIONAL
ANCHORS REQUIRED FOR THE FRAME
ASSEMBLY TUBE.
NOTES:
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS.
gpproee' ns complying with fhe
Florida Buldlnil,Code
ll:itc_ 7"� r• �yL�
IV,OA#j2.'..!'I)
(ti1!(tinl Dnr'r: Product Con.1
,.r
FRAME
WINDOW ASSEMBLY
HEIGHT 4 TUBE
r
10" MAX.
ADDITIONAL
I WINDOW I _ ANCHOR
-`I WIDTH f (4), IF REQ.
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
w
tou
o -r `t
- ® � r`� uNi rdi
pb`X�
Zt.i�
Uma
U-��
. ~>rlo
0 o
oz Z
�-
1 / 1�
• r > �`!NN 41/11;6911-6:i.:°;11::;
9/(4�,�i
iQ �i
�~�O• • \GeNSe
� No. 58145
:-,-9,.. 31° w;
smflOF �\
- - �t� .
•
',0,� FLOR�O.
�'',,SSIONAE ,P.Er'
A. LYNN MILLER, P.E.
P.E.# 58705
`„1111111
CERT. OF AUTH. #29296
Design Pressure (psi) for Windows Attached to a Horizontal Frame Assembly Tube
Witickr# WIdh
tnder23'
25-15/16'
27-7/8"
303'4"
32'
34'
37'
46'
53-1/8'
60"
Anchor
Group
Anchor
Group
Anchor
Group
Anchor Group
AnchoGiotp
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Grcup
All
All
All
A.C&D
8
A,C&O
8
A,C&D
8
A
8
C&D
A
B
C&D
A
B
C&D
A
8
C80
g
sr
I
g
5
under 23'
+70/-90
+70/-90
+701-90
+70/-93
+70/-89.4
+70/-90
+70155.9A
+70140 <
+701-80.8
+701-90
' +701-74.3
+70190 '
+70/-76.3
+/59.7
+70/-90
+/-66
+/-51.7
+701-90
+1-58.5
+/-45.6
+70/-84.7
25-15/16'
+70/-90
+70/-90
+70/-90
+70/-90
+701-90
+70/-90
+70/40
+701-90
+70190 '
+70/44
+70/-90
+701.00
+157.6
+701-00
+70.90
+/-58.5
+70/-00
+701-90
+/-51.8
+70/-8t2
+701.90
39'
+70/-90
+701-90
+70/-90
+70/-90
+70/-90
+701.90
+70/90
+70/40
+70/-90
+70/-90
+701-90
+701-90
+70%439.9
+701-88.1
+709-90
+701-77.8
+70/-76.2
+70/-00
+/-08.9
+154
+701$1.2
505/8'
- +70/-90
+70/-90
+701-90
+70/40
+70/-90
+70/40
+70/40
+70/90
+70/90
+70/-90
+701-90
+70-90
+70/.88.8
+701-81.4
+70/-88.8
60"
+70/-90
+70/-90
+701-90
+70/-90
+701-90
+70/-90
+70/40
+701-90
+701-90
+70/-84.6
+709-64.6
+701-84.6
63'
+70/-90
+701-90
+701-90
+70/-90
+70/-90
+70/-90
+70/-90
+701-85.1
+70/-86.1
+701-79.9
+701-79.9
+70/-79.9
67"
+701-90
+70/-90
+70/-90
+70/-87
+70/-87
+70/-83.6
+70.83.6
+70/-79.1
+70/-79.1
72'
+701-90
+701-90
+701-68.2
+70/-79
+70/-79
+701-74.6
+70'-74.6
76'
+70/-90
+70/-90
+70/55.8
+70/-74
+70/-74
84'
+70/-90
+70/-90
+70'80.8
NOTES:
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS.
gpproee' ns complying with fhe
Florida Buldlnil,Code
ll:itc_ 7"� r• �yL�
IV,OA#j2.'..!'I)
(ti1!(tinl Dnr'r: Product Con.1
,.r
FRAME
WINDOW ASSEMBLY
HEIGHT 4 TUBE
r
10" MAX.
ADDITIONAL
I WINDOW I _ ANCHOR
-`I WIDTH f (4), IF REQ.
SEE SHEETS 1 & 4 FOR WINDOW ANCHOR
LOCATIONS AND QUANTITIES. SEE SHEET
3 FOR ANY ADDITIONAL ANCHORS
REQUIRED FOR THE FRAME ASSEMBLY
TUBE.
w
tou
o -r `t
- ® � r`� uNi rdi
pb`X�
Zt.i�
Uma
U-��
. ~>rlo
0 o
oz Z
�-
1 / 1�
• r > �`!NN 41/11;6911-6:i.:°;11::;
9/(4�,�i
iQ �i
�~�O• • \GeNSe
� No. 58145
:-,-9,.. 31° w;
smflOF �\
- - �t� .
•
',0,� FLOR�O.
�'',,SSIONAE ,P.Er'
A. LYNN MILLER, P.E.
P.E.# 58705
`„1111111
CERT. OF AUTH. #29296
I3,15,16
•
• TABLE 17:
FOR GLASS TYPES:
Design Pressure (pst) for Single Windows, All Anchor Groups
5) 7/8" LAMI. IG: (3/16" AN - 1/4" AIR - 3/16" AN - SGP - 3/16" AN)
Bioi'ictni u8ilrpco4c&lvlttlt&e
.090"
Date____:,v`
Window Width
6) 7/8" LAMI. IG: (3/16" T - 1/4" AIR - 3/16" AN - SGP - 3/16" AN)
q, -2,0I
under 23'
25.15/16'
27-7/8'
30.3/4'
32'
34'
37'
46'
53-118'
60'
.090"
-
under23'
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
Miami ad -r Prod:10 Onu{iroI
25-15/16'
+90/-130
+90-130
+901-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
1J �f` ,el.
Y,_�Y''�?�
39"
+90/-130
+901-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
+901-130
+901-130
r,
50.5/8•
+901-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/.130
+90/.130
+9x-130
SEE SHEETS 1
& 4 FOR
i
1
60'
+90/-130
+9x-130
+90/-130
+90/-130
+901-130
+90/-130
+90/-130
WINDOW
WINDOW
t63"
+901-130
+901-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
HEIGHT
ANCHOR
v
67"
+901-130
+90/-130
+90/-130
+90/-130
+90/-130
+90/-130
cr
LOCATIONS
72'
+90/-130
+90-130
+90/-130
+90/-130
+90/-130
AND
76'
+901-130
+90/-130
+90/-130
+90/-130
r [.,._.WINDOW
I
QUANTITIES.
84'
+9x-130
+90/-130
+9x-130
WIDTH
J
TABLE
18:3
it
o
C�
W
CL
wVd-a
'ON 5UqMA
cc
Z��
65
Q
Design Pressure (pot)for Windows Attached to a Vertical Frame Assembly Tube
FOREE 1 & 4
-1
Window Width
II
(I
Q
10' MAX. -�
IL��
FRAME
FOR WINDOWSHED
O
under 23'
25-15/16'
27-7/8'
30.3/4'
32"
34'
37'
46'
53-1/8'
60'
1 I
ASSEMBLYAnchor
ANCHOR
r
Ancho Group
Anchor Group
Ancho Group
Anchor
Anchor Group
Anchor Group
Anchor
Anchor
Anchor
ll
f TUBE
LOCATIONS AND
0
(.9
LL'
Group
Group
Group
Group
Group
1
QUANTITIES. SEE
;, 00
w
J_
C O
A
8
C
0
A
8
C& D
A, C& D
6
All
All
A, C& D
B
A, C& D
8
All
All
All
WINDOW
SHEET 3 FOR ANY
�°
Cl O
Q
y 0)
under 23'
+7x•90
+701.90
+7x-90
+70/.90
+7x-90 A
+70/.90
+70/-90
+701-90
+70/•90
+70/-90
+70/-90
+70/-90
+70/.90
+7x•90
+70/-90
+701.90
+70/-90 A
+70/-90
HEIGHT
a
25-15/16'
+70/-90
+70/.90
+70/-90
+7W-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+7W-90
+70/.90
+7W-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
ADDITIONAL
ANCHORS
C4
W
39"
+70/-89.9
+70/.70.5
+70/-90
+70/-90
+70/-79.7
+70/-90
+70/-90
+70/•90
+70/.90
+70/-90
+70/-90
+70/.90
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+701-90
ADDITIONAL
REQUIRED FOR
W
Q
(n
o F--
60-518'
+1-69.3
+1-54.3
+7W-90
+701-90
+/-61.4
+70/-90
+70/-90
+7W-90
+70/-89.6
+70/-90
+70/-90
+70/-90
+70/-90
+70/-90
+7x-90
+70/-90
WINDOW
WIDTH
ANCHOR
THE FRAME
$ Z
60'
+1-58.5
+1-45.8
+70-84.7
+70/-90
+/-51.8
+70/-81.2
+70/-90
+70/-90
+70/-75.6
+70/-90
+7x-90
+70/-90
+70/-90
+70/-90
+70/-85.4
(4), tF REQ.
ASSEMBLY TUBE.
O
63"
+1-55.7
+/-43.6
+70/.80.7
+70.89.5
+/-49.3
+70/-77.3
+70/-90
+7x-90
+70/-72
+7x-90
+70/-90
+7x-90
+70/-88.5
+7a-90
+70/.81.3
�
r
0
l
en By:
ROSOWSKI
cription:
ESIGN PRE:
_Z
O
Z
d O
ii ti
IN
SQ
TABLE 19:
0
c i..9.6
...
Design Pressure (psi) br Wlnthhs Attached to a Hartzontal Frame Assembly Tube
Q
Windom Widh
FRAME
ASSEMBLY
utder23'
25.15/16'
27-7/8'
303/4'
32'
34'
3
46'
53-118'
60"WINDOW
Anchor
Anchor
Anchor
Anchor Grow
Anchor Group
Ancho Group
Anchor Group
Ant horGroup
Anchor Grow
Anchor Group
HEIGHT
A
TUBE
®
o N
`� O N
N
N
Group
Grotp
Group
r0 TECHNOLOGY
I. VENICE, FL 3
P.O. BOX 15:
4OKOMIS, FL 34
tT. OF AUTH. #
Alt
Alt
All
A,C&O
8
A.0&D
B
A,C&D
B
A
6
C&D
A
8
C&D
A
8
C&D
A
B
C
D
10" MAX.
under
+70/-90
+70/-90
+70/-90
+70/-90
+70%89.4
+70/-90
+70/-85.9
+70/-90
+70/-80.8
+70/-90
+70/-74.3
+70/-90
+70/-76.3
+159.7
+70/.90
+/-66
+/51.7
+70/-90
+1.58.5
+1-45.8
+70/-84.7
+7040
Imo
25-15/16'
+70/-90
+70/-90
+70/-90
+70/-00
+701-00
+70/-90
+70!-00
+701-90
+70/-90
+70/$4
+70/•90
+70/-00
+/-67.6
+7x-90
+70/-90
+/.68.5
+701-90
+70/-90
+1.61.8
+70/-81.2
+701-00
+701.90
ADDITIONAL
39'
+70/-93
+701-90
+70/-90
+70/-90
+70/-90
+7x-90
+70/-90
+701-90
+70/40
+70/-90
+701-90
+70/-90
+70/-90
+70190
+10/.90
+70190
+70/40
+7x-90
+70186.2
+70/-81
+701-90
+7W-90
WINDOW
ADDHOR
oiall.
g505/8'
+70/-90
+701-90
+70/-90
+70/-90
+70/-90
+0/-90
+70/-90
+70/-90
+70/-90
+70140
+70/-90
+70/-00
+0/-90
+70/40
+7x•90
VV1DTf{
(4), IF REQ.
r
60'
+70/-90
+70/-90
+70/-90
'
+70/-90
+70'-00
+701-90
+70/-90
+70/-90
+70/40
+7040
+7x-90
+701-90
WM
L
o Z
LC
�1
g
63'
+701.90
+70/-90
+70/.90
+70/40
+70/-90
+70/-90
+70/40
+70/-90
+70/40
+70/.90
+70/-90
+70140
t 1 I I
18
g
67'
+70/-90
+70/-90
+70/40
+70/40
+70/.90
+70/-90
+70/40
+70/-90
+70/40SEE
\\ 11 1
1 / //
72'
+70/-90
+70/40
+70/ 90
+0190
+7x 90
+01.90
+70/40
SHEETS 1 & 4 FORINDOW ANCHOR
LOCATIONS AND QUANTITIES. ES. SESHEET
\ ,0/1 1.Y NN 0, i/i/�i
76'
+701-90
+70/40
+70,-00
+70/-90
+70/-90
3 FOR ANY ADDITIONAL ANCHORS
\\
%• •
84'
+70/-90
+70/40
+70/-00
REQUIRED FOR THE FRAME ASSEMBLY
` \CENSE ..:p
Qom.•'
TUBE.
* I No. 58705
01/4 -
NOTES:
- b
:.0 STATE
i'< •- A-00MOP••
f 1
IFS )3 . U:
OF <4./
Cj��
1) SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS.
2) SEE SHEET 4 FOR SNUBBER REQUIREMENTS.
1110
L1
A L YNN M
A.
P E.# 685 P E
TABLE 20:
Item I
Dwg. # I
Description
I Mat.
1
7002
Main Frame Head, Sill & Jamb
6063-T6 Alum.
2
7071
Anchor Plate
6063-T6 Alum.
3
7003
Sash Top, Bottom & Side Rail
6063-T6 Alum.
4
7008
Frame Corner Key
Steel
5
7009
Sash Corner Key
Steel
6
7078
Frame Gasket
Vinyl Foam
7
7072
Sash Corner Gasket
Vinyl Foam
8
7070
Bulb Weatherstrip .187" x .275"
Flex PVC 70
10
7024
Maxim Multi -Point Lock
Steel
11
7026
Lock Support Plate
Steel
12
7014
Multi -Lock Keeper
Steel
13
7013
Tie Bar Guide
Nylon
14
7015
Tie Bar Assembly
Steel or SS
16
7029
Maxim Projected Operator
Steel
17
7030
Operator Gasket
Vinyl Foam
18
7031
Operator Backing Plate
Steel
19
7051
Operator Spacer Block
Nylon
21
.
7034
Operator Track & Slider
Steel
22
7023
Projected Hinge, Manuf. by Truth
Steel
24
Snubber, Anti -blowout Clip
Steel
31
Dura Seal Spacer
32
1713
Setting Block 5/32" x 3/16" x 1-1/4"
EPDM
33
1714
Setting Block 5/32" x 7/16" x 1-1/4"
EPDM
35
7036
Bead B
6063-T6 Alum.
36
7042
Bead C
6063-T6 Alum.
37
7059
Bead D
6063-T6 Alum.
38
1224
Vinyl Bulb Wstp (Thick)
Flex PVC 70
39
1225
Vinyl Bulb Wstp (Thin)
Flex PVC 70
50
Dow 899 Silicon Backbedding
60
7006
Screen Frame
3105-H14 Alum.
61
7040
Screen Corner Key
Polypropolene
62
Screen Cloth
Fiberglass
63
1635
Screen Spline
EM. PVC
64
320
Casement Screen Spring
Stainless Steel
70
134
Add-on Flange
6063-T6 Alum.
71
7004
Frame Assy Tube
6063-T6 Alum.
72
Maxim Pivot Slider Assembly
Steel
80
#8-32 x 1/2" Ph. Pn. Mach. Scr TYPE B
Stainless Steel
81
1157
#8 x 1/2" Ph. Pn. SMS
Stainless Steel
82
#8x 5/8" FI. Ph. SMS
Stainless Steel
83
#8 x 7/8" F.H. Ph. SMS
Stainless Steel
84
#8 x 1" FI. Ph. TEK
Stainless Steel
85
#8 x 1" Quad Pn SMS
Stainless Steel
86
#8 X 1-1/2" Quad Pn SMS
Stainless Steel
87
#10x 1/2" Ph. Pn./TEK
Stainless Steel
89
#10-24x 9/16"Ph. Pn. TYPE F
Stainless Steel
90
#12 x 1"Ph. Pn. TEK
Stainless Steel
ALL DETAILS SHOWN FROM THE INTERIOR
AS REQU RED PER
TABLE 3, SHEET 4
INTERIOR
\\\`���1llltlttr��N,I LYNN 411,i/ i,�
ocENSF•
(F'P
1-4— 2.784" ►
FRAME HEAD,
SILL & JAMB
#7002, 6063-T6
1.356' rif
1 j .441"
.095'
i
2.919'
ANCHOR PLATE
#7071, 6063-T6
.050" --0-
.706"
.865'
SASH TOP,
BOTTOM & SIDE
#7003, 6063-T6
.040"
.423"
FIXED
SCREEN FRAME
#7006, 6063-T6
1.000'
.523'
.050' ■
.865"
BEAD B
(36) BEAD C
#7036, 6063-T6 _ #7042, 6063-T6
--01 I-0-- .172"
.870"
.050"
�+— .569"
BEAD D
#7059, 6063-T6
.125'
.062'
2.701"
.093"
FRAME
ASSEMBLY TUBE
#7004, 6063-T6
.093'
2.203"
ra
1
.093"
ADDON FLANGE
#134, 6063-T6
*;
No. 58705 .
s l3 • �w
STA1EOF
� FLORIOP.•'\�
%,�,,,S,�ONA` `
�tllilll��‘,
A. LYNN MILLER, P.E.
P.E.# 58705
Revised By: Dote:
Revision:
Revised By: Date:
Revision:
4Vproved al complylug with the
Harkin 13 (ding Code
Date -
MOn#J
M rrii Dade Product Co j trot
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
Description:
BOM AND EXTRUSIONS
Drown By:
J ROSOWSKI
Title: Dote:
AWNING WINDOW DETAILS R LM & SM 08/08/12
CERT. OF AUTH. #29296
Series/Model:
Scale: Sheet: browing
No. Rev:
AW -740 NTS 10 OF 10 MD-AW740LM