|
1/4' TAPCONS W/
<br />1 1/4MI. CONC. E4111
<br />-(MIN. EMBED.)
<br />°4. °
<br />1/2"
<br />/4" MAX. SHIM
<br />EXTERIOR GRADE SPACEPERIMETER CAULKING 5CBTYP.) HERS 1
<br />MIAMNDIADE MIAMI-DADE COUNTY, FLORIDA
<br />METRO-DADE FLAGLER BUILDING
<br />MAWAUM 140 WEST FLAGLER STREET, SUITE 1603
<br />BUILDING CODE COMPLIANCE OFFICE (BCCO) MIAMI, FLORIDA 33130-1563
<br />PRODUCT CONTROL DIVISION (305) 375-2901 FAX (305) 372-6339
<br />NOTICE OF ACCEPTANCE (NOA) www.miamidade.mov/buildinl*code
<br />Lawson Industries, Inc.
<br />8501 NW 906' Street
<br />Medley, FL 33166
<br />SCOPE:
<br />This NOA is being issued under the applicable rules and regulations governing the use of construction
<br />materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division
<br />and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas
<br />where allowed by the Authority Having Jurisdiction (AHJ).
<br />This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
<br />Division (In Mialni Dade County) and/or the AIIJ (in areas other than Miami Dade County) reserve the right
<br />to have this product or material tested for quality assurance purposes. If this product or material fails to
<br />perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
<br />immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA
<br />reserves the right to revoke this acceptance, if it is detenmined by Miami -Dade County Product Control
<br />Division that this product or material fails to meet the requirements of the applicable building code.
<br />This product is approved as described herein, and has beer, designed to comply with the Florida Building
<br />Code, including the High Velocity Hurricane Zone.
<br />DESCRIPTION: Series "4000/ 6000" Aluminum Fixed Window - N.I.
<br />APPROVAL DOCUMENT: Drawing No. L-4000/6000.01, titled "Series 4000/ 6000 Aluminum Fixed
<br />Windows", sheets 1 through 11 of 11, dated 12/20/02 with revision "B" dated 10/05/05, prepared by Lawson
<br />Industries, Inc., signed and scaled by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control
<br />Renewal stamp with the Notice of Acceptance number and expiratic-T date by the Miami -Dade County
<br />Product Control Division.
<br />MISSILE IMPACT RATING: None
<br />LIMITATION: Miami -Dade County Impact Resistant Shutters Are Required.
<br />LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
<br />following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
<br />REVISION of this NOA shall be considered after a renewal application has been filed and there has been no
<br />change in the applicable building code negatively affecting the performance of this product.
<br />TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
<br />in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
<br />any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
<br />comply with any section of this NOA shall be cause for termination and removal of NOA.
<br />ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
<br />by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
<br />it shall be done in its entirety.
<br />INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
<br />distributors and shall be available for inspection at the job site at the request of the Building Official.
<br />This NOA renews NOA # 05-1019.03 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
<br />well as approval document mentioned above.
<br />The submitted documentation was reviewed by Manuel Perez, P.E.
<br />NOA No. 08-0409.03
<br />MIAMI DADE TY Expiration Date: May 08, 2013
<br />Approval Date: May 29, 2008
<br />APPROVED i r Page 1
<br />(•) WHEN THE GAP BETWEEN THE WINDOW FRAME
<br />AND THE BUCK IS LESS THAN t/8", SHIMS ARE
<br />NOT REQUIRED.
<br />J' CLEAR SILICONE ADHESIVE
<br />I BEDDING COMPOUND
<br />iI I
<br />i JJ 1
<br />LD
<br />LJ EXTERIOR I INTERIOR
<br />=
<br />ASS
<br />f 4V8
<br />Q
<br />� I I
<br />O
<br />it
<br />W !
<br />z
<br />i
<br />EXTERIOR GRADE `-
<br />PERIMETER CAULKING
<br />b 1/4" MAX. SHIM
<br />SPACE (•)
<br />°
<br />1
<br />1/4 MIN. EMBED,
<br />IN
<br />COIN. OR MASONRY
<br />a A.,
<br />d Z
<br />REFER TO SHEET # 1 OF 11 FOR GENERAL
<br />NOTES
<br />BILL OF MATERIALS
<br />ITEM #I
<br />PART # REQD. DESCRIPTION
<br />REMARKS
<br />I I
<br />L-6001 1 !FRAME HEAD
<br />6063-T5 ALUMINUM
<br />2
<br />L-6001 1 FRAME SILL
<br />6063-T5 ALUMINUM
<br />3
<br />L-6001 2 ':FRAME JAMB -
<br />6063-T5 ALUMINUM
<br />4
<br />L-6002 AS REWD. i ALUM, GLAZING BEAD
<br />6063-T5 ALUMINUM
<br />5
<br />FS-006 AS REQ'D. FRAME ASSEMBLY SCREWS
<br />, #8 X 3/4' P.H. PHILLIPS
<br />r 6
<br />r AS REQD, JINSTALLATION SCREWS
<br />#12 SMS OR 1/4' TAPCON
<br />7
<br />a AS REO'D. JOINT SEALANT
<br />'Purvis Co.' Super Seal
<br />J 8
<br />a 1 i GLASS
<br />SEE CHART
<br />9
<br />AS REQ'D. NEUTRAL CURE SILICONE
<br />SM-5731 OR DC-899
<br />10
<br />774-25B-767 I AS REO'D. : 'TrueSeal' Swiggle Seal
<br />Black w/ 1/4' oir space
<br />FRAMEJA
<br />012 SMS SCREW WITH
<br />1 1/4' MIN. EMBEDMENT
<br />INTO 2X WOOD BUCK
<br />INTERIOR
<br />-�{ 1/4" MAX. SHIM
<br />SPACE (') CLEAR SILICONE ADHESIVE
<br />BEDDING COMPOUND
<br />9
<br />8 X 3/4" SMS
<br />FLANGE ) RAI�v E CQ ER DE'I'AI
<br />THOMAS T. TO
<br />PROFESSIAL/ E GI
<br />L LI(y'
<br />F5F 2
<br />D�
<br />DATE
<br />SERIES: 400O •. 60_00 - APPROVED _._WINDOW ELEVATIONS (NON -IMPACT
<br />i --,
<br />WINDOW HEIGHTI i WINDOW HEIGHTI
<br />WINDOW ; i� WINIIOW HEIGHTI
<br />L ' HE GHT
<br />LEG' HT,
<br />LEG HT. j I
<br />WINDOW WIDTH -If iiYLL--- WINDOW- f
<br />WINDOW WIDTH WINDOW�WMT.TL WIDTH
<br />HALF -ROUND TYPICAL ELEVATION ARCHED PICTURE WINDOW [ EGGED EYE BROW ELEVATIO HEXAGON TYPICAL
<br />,
<br />WINDOW HEIGHT WINDOW HEIGHT L i.___- -------
<br />WINDOW HEIGH>f I WINDOW HEIGHT
<br />�� - -,
<br />WIDOW WINDOW
<br />WIDTH WIDTH I WINDOW I
<br />WINDOW WIDTH WIDTH
<br />OCTAGON TYPICAL ELEVATION QUARTER -ROUND ELEVATION "ELLIPTICAL" TYPICAL ELEVATION FULL ROUND TYPICAL ELEVATION
<br />F
<br />WINDOW HEIGHT WINDOW HEIGHT
<br />L L, I J
<br />WINDOW WIDTH WINDOW WIDTH
<br />RECTANGULAR TYPICAL ELEVATION SQUARE PICTURE, WINDOW ELEVATION
<br />i -----------
<br />----
<br />--- I
<br />WINDOW HEIGHT WINDOW HEIGHT
<br />LEG HT.
<br />�llll
<br />WINDOW WIDTH LWINDOW WIDTH
<br />RECTANGULAR TYPICAL ELEVATION S, QUA(2E PICTURE INDOW ELEVATION
<br />1/4' TAPCON WITH
<br />N. EM
<br />BEDMENT
<br />EDMENT
<br />1/4' M B 1 I
<br />INTO CONC. OR MASONRY
<br />PT. WOOD BUCKS
<br />IR1 1/4" MAX. SHIM
<br />�/ SPACE
<br />4 °
<br />a
<br />_ °
<br />EXTERIOR GRADE e.- u
<br />EXTERIOR PERIMETER CAULKING
<br />1/2'
<br />INTERIOR FRAME WIDTH
<br />OVERALL FRAME WIDTH
<br />1 1/4' MIN.
<br />EMBEDMENT
<br />I,
<br />I
<br />I WINDOW HEIGHT11
<br />WINDOW HEIGHT
<br />Loi
<br />WINDOW
<br />WINDOW WIDTH WIDTH
<br />QUARTER -ROUND ELEVATION OVAL TYPICAL EVATION
<br />ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN, CAN BE
<br />VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN A SQUARE OR
<br />RECTANGLE, AS SHOW IN DOTTED LINES AND OBTAINING ALLOWABLE
<br />LOADS FROM THOSE SHAPES. PROVIDED PERIMETER FASIFNERS ARE AS
<br />DESCRIBED HEREIN FOR SIZE AND SPACING.
<br />A
<br />L
<br />J
<br />3
<br />NOTE:
<br />WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED
<br />VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE.
<br />III #12 SMS
<br />I I" #12 SMS OR 1/4' TAPCON
<br />IJ J WITH 1 1/4' MIN, EMBEDMENT
<br />6 INTO 2X WOOD BUCK OR MASONRY
<br />i
<br />-- -- "-_f 1 1/4' MIN. EMBEDMENT
<br />[SEE MULLION APPROVALS FOR -.- -
<br />MULLION TYPE AND SIZE
<br />!BY OR 2 BY
<br />FLANGE FRAME OPTIONAL DETAILS WOOD BUCK PI?ODUCT[tINGWEb
<br />as can ]:lying with the Florida
<br />nr.ilding Code
<br />Acwptrmcc •Io O "0 03
<br />Expimlicy Date Z013
<br />Dy
<br />Ke.w." lade Product Control
<br />Div.*, n
<br />AS PER 2004 FBC REQUIREMENTS LA WS ON MEDLEY, FLORIDA 33166
<br />(305) 696-8660
<br />INDUS'I'Fee IY-- :S, INC.
<br />MANUFACTURER OF QUALITY ALUMINUM WrNDOWS AND CLASS DOORS
<br />Draw Ctan: Part Ctan: Prod Co&#-V: Ssrks/Yodok Ipm: Shoot: 3 of it
<br />LAYOUT
<br />Revked By: Nelson Erazo Data Revved:
<br />10/05/2005 SERIES: 4000/8000 ALUMINUM FIXED 1YIND0115
<br />Oak Draw. FLANGE FRAME WINDOW INSTALLATION DETAILS, B.O.M. & NOTES
<br />Larry Magee 12/20/2002 -
<br />Seek. Part Number. Drawiny Number: Revision Lovol
<br />- _-- AS NOTED _ L-4000/6000.01 B
<br />General Notes:
<br />1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE
<br />REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE AND ASTM 13UO-02.
<br />THIS PRODUCT IS NOT IMPACT RESISTANT. WINDOWS ARE TO BE PROTECTED
<br />WITH MIAMI-DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS.
<br />2.) 1 X OR 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT
<br />TITE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH
<br />REQUIREMENTS OF 2004 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL.
<br />3.) ANCIIORS SHOWN ON TYPICAL ELEVATIONS ARE AS PER TEST UNITS, ON
<br />CENTER (D.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND
<br />THE NUMBER OF ANCHORS REQUIRED. AS SPECIFIED ON THE LOAD TABLES.
<br />4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE
<br />ENGINEERED ON A SITE SPECIFIC BASIS, TINDER SEPARATE APPROVAL AND
<br />TO BE REVIEWED BY BUILDING OFFICIAL.
<br />5.) WINDOWS ARE QUALIFIED FOR USE WITII SINGLE GLAZE GLASS TYPES
<br />TABULATED HEREIN (SEE SHEETS #4, 5, 8, 10, & 10-
<br />6.) WINDOWS ARE QUALIFIED FOR USE WITH DOUBLF. GLAZE GLASS TYPES
<br />TABULATED HEREIN (SEE SHEETS #6, 7, & 9).
<br />7.) FALSE COLONIAL MUNTINS MAY BE USED & APPLIED TO TIIE GLASS WITH
<br />CLEAR SILICONE AND MAY BE PLACED AT INTERIOR AND/OR EXTERIOR SIDES
<br />OF GLASS.
<br />j WINDOW FRAME EXTRUSION DETAIL
<br />j--,S00' ,625" .625"
<br />�- 2.00
<br />nboo 1,062
<br />4-A62" - 1,875" -
<br />-
<br />1.875'
<br />L-6002 ALUM L-0001 FLANGE FRAME L-6003 FIN FRAME
<br />GLAZING BEAD
<br />SEALANT:
<br />FRAME CORNERS, OR JOINTS SEALED WITH A COLORED
<br />SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR
<br />SILICONE
<br />WINDOWS TO BE PROTECTED WITH
<br />DADE COUNTY APPROVED
<br />IMPACT RESISTANT SHUTTERS
<br />PRODUCT RCNF,WED
<br />as comp]} 18 With the Florida
<br />Raildirg Cody
<br />ActeH:a:ire PJo Q 0;
<br />ExGij'atton Drtc O Zo.
<br />TESSIO J. EN(ANOTOS Revision Notes: LA
<br />WS
<br />ON
<br />MEDLEY,
<br />NW FLORIDASt.
<br />PROFESSIONAL ENGINEER AS PER 2004 FBC REQUIREMENTS MEDLEY, LORI33166
<br />F'L LIC. # 552P,5
<br />j IND LJ �- .. I= (305) 696-8660
<br />MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS
<br />SERIES: 4000 / 6000 ALUMINUM FIXED WINDOWS
<br />i
<br />Revised By: Nelson Erazo Dlo0atef `.5/2005 FLANGE & FIN FRAME WINDOW DETAILS, ELEVATIONS, SHAPES
<br />Drawn Larry Magee B he Arau 002 & GENERAL INSTALLATION NOTES.
<br />- Sonk: Revision Levok � t
<br />DATE ---_- - __- - _ AS NOTED Drowiny Number: L-4000/6000^01 B SA.ek t of
<br />WINDOW COMPARATIVE ANALYSIS CHART FOR 3/16" ANNEALED
<br />WINDOW COMPARATIVE ANALY515
<br />Window Size
<br />FIN FRAME
<br />DESIGN LOAD
<br />Window Size
<br />FIN FRAME
<br />GLAZING CHANNEL ADHERED TO FRAME
<br />WITH CLEAR ADHESIVE BEDDING COMPOUND
<br />HEIGHT
<br />WID1 H
<br />QTY OF
<br />AVG. ANCHOR
<br />CAPACITY - (PFS)
<br />HEIGHT
<br />WIDTH
<br />QTY OF
<br />AVG. AN
<br />CLEAR ADHESIVE
<br />BEDDING COMPOUND
<br />INCHES
<br />INCHES
<br />ANCHORS
<br />SPACING IN
<br />POSITIVE
<br />NEGATIVE
<br />INCHES
<br />INCHES
<br />ANCHORS
<br />SPACIN
<br />24
<br />36
<br />15
<br />8
<br />24
<br />18
<br />10
<br />8
<br />100.0
<br />100.0
<br />i-
<br />36
<br />18
<br />13
<br />8
<br />95.1
<br />95.1
<br />36
<br />36
<br />20
<br />7
<br />I
<br />I, 3 6" ANNEALED
<br />l;
<br />I
<br />----
<br />II
<br />FIN FRAME GLAZING DETAIL
<br />48
<br />60
<br />18
<br />16
<br />20
<br />8
<br />7
<br />87.8
<br />87.8
<br />48
<br />36
<br />21
<br />8
<br />18
<br />83.9
<br />83.9
<br />81.5
<br />60
<br />36
<br />23
<br />8
<br />72
<br />18
<br />23
<br />7
<br />81.5
<br />72
<br />36
<br />i
<br />64
<br />18
<br />26
<br />7
<br />79.9
<br />79.9
<br />84
<br />36
<br />96
<br />18
<br />29
<br />7
<br />78.7
<br />78.7
<br />77.8
<br />96
<br />36
<br />108
<br />18
<br />32
<br />7
<br />77 8
<br />108
<br />36
<br />120
<br />18
<br />36
<br />7
<br />77.1
<br />77.1
<br />120
<br />36
<br />132
<br />18
<br />132
<br />36
<br />144
<br />18
<br />144
<br />36
<br />148
<br />18
<br />-
<br />148
<br />36
<br />156
<br />24
<br />18
<br />156
<br />36
<br />24
<br />13
<br />7
<br />100.0
<br />100.0
<br />80.3
<br />24
<br />48
<br />18
<br />8
<br />8
<br />36
<br />24
<br />15
<br />8
<br />80.3
<br />36
<br />48
<br />21
<br />48
<br />24
<br />18
<br />8
<br />1 71.3
<br />71.3
<br />48
<br />48
<br />26
<br />7
<br />60
<br />24
<br />21
<br />8
<br />66.9
<br />66.9
<br />60
<br />48
<br />GLAZING CHANNEL ADHERED TO FRAME
<br />WITH CLEAR ADHESIVE BEDDING COMPOUND
<br />CLEAR ADHESIVE
<br />BEDDING CO PO D
<br />72
<br />24
<br />24
<br />8
<br />64.2.
<br />642
<br />72
<br />48
<br />84
<br />24
<br />24
<br />27
<br />8
<br />1
<br />62.4
<br />62.4
<br />84
<br />48
<br />96
<br />30
<br />8
<br />61.0
<br />61.0
<br />96
<br />48
<br />108
<br />2.4
<br />108
<br />48
<br />3/16" NEALED
<br />�J.
<br />I
<br />120
<br />24
<br />120
<br />48
<br />132
<br />24
<br />24
<br />132
<br />48
<br />144
<br />144
<br />48
<br />148
<br />24
<br />24
<br />148
<br />48
<br />156
<br />156
<br />48
<br />24
<br />30
<br />14
<br />7
<br />89.2
<br />89.2
<br />24
<br />1 60
<br />21
<br />36
<br />30
<br />17
<br />7
<br />_
<br />73.4
<br />73.4
<br />36
<br />60
<br />23
<br />48
<br />30
<br />19
<br />8
<br />62.3
<br />62.3
<br />48
<br />- 60
<br />60
<br />30
<br />21
<br />8
<br />54.1
<br />54.1
<br />60
<br />60
<br />72
<br />30
<br />21
<br />9
<br />45.0
<br />45.0
<br />72
<br />60
<br />84
<br />30
<br />84
<br />60
<br />96
<br />30
<br />96
<br />60
<br />- -
<br />GLAZING DETAIL
<br />108
<br />30
<br />108
<br />60
<br />120
<br />30
<br />120
<br />60
<br />132
<br />30
<br />132
<br />60
<br />144
<br />30
<br />144
<br />60
<br />148
<br />30
<br />148
<br />60
<br />-
<br />TYPICAL ELEVATION
<br />TESTED UNIT
<br />156 30 156 60
<br />IMOW FRAME SIZE NOTE:
<br />1. THE WINDOW SIZE SHOWN UN CHARTS ARE FOR THE
<br />FLANGE WINDOW EXTERIOR OVERALL DIMENSION.
<br />2. ADD 1 1/8' TO THE FLANGE WINDOW SIZE TO DETERMINE
<br />THE FIN WINDOW EXTERIOR OVERALL DIMENSION.
<br />TMAX. TYP.
<br />DESIGN LOAD
<br />CAPACITY - (PFS)
<br />POSITIVE NEGATIVE
<br />80.3 80.3
<br />71 3 71 3
<br />50.0 50 0
<br />iEIGHT WIDTH QTY OF AVG. ANCHOR CAPACITY - (PFS)
<br />INCHES INCHES ANCHORS SPACING (IN) POSITIVE NEGAT
<br />24 72 24 8 64.2 642
<br />36 72
<br />_ 48 __ 72
<br />60 72
<br />72 72
<br />84 72
<br />N��
<br />37
<br />1 26
<br />53,125
<br />26
<br />19.125
<br />38.375
<br />26.5
<br />38.375
<br />37
<br />38.375
<br />53.125
<br />38.375
<br />19.125
<br />50.625
<br />26.5
<br />50.525
<br />37
<br />50.625
<br />53.125
<br />5C 625
<br />19.125
<br />58
<br />2&5
<br />58
<br />-
<br />31
<br />58
<br />53.125
<br />58
<br />19 125
<br />63
<br />2&5
<br />63
<br />37
<br />63
<br />53.125
<br />63
<br />19.125
<br />74.25
<br />T CORNERS PROI UCTRENRwED 26.5 74.25
<br />As cc: A�plyir,3 Widl the Florida 37 74.25
<br />Buildn:g Code 53.125 74.25
<br />FLANGE FRAME ANCHORS ARE TO BE SPACED l v=c ,.3 snce No , 01
<br />NOT GREATER THAN 6" FROM EACH CORNER, kapiriun D;rc 13
<br />AND NOT GREATER THAN 12" CENTER TO BY
<br />7
<br />8
<br />62A
<br />62.4
<br />11
<br />8
<br />100.0
<br />100.0
<br />15
<br />7
<br />9&9
<br />969
<br />16
<br />7
<br />76.1
<br />65A
<br />76.1
<br />65.4
<br />20
<br />7
<br />14
<br />8
<br />89,4
<br />89.4
<br />16
<br />8
<br />14.0
<br />74.0
<br />21
<br />7
<br />67.0
<br />67.0
<br />23
<br />7
<br />52.4
<br />52.4
<br />17
<br />8
<br />82.8
<br />82.8
<br />19
<br />8
<br />65.6
<br />656
<br />22
<br />7
<br />54.7
<br />54.7
<br />19
<br />8
<br />1 80.4
<br />80.4
<br />-
<br />21
<br />8
<br />62.8
<br />628
<br />24
<br />7
<br />51.0 _
<br />51.0 -
<br />21
<br />7
<br />79.2
<br />792
<br />22
<br />8
<br />59.9
<br />59.9
<br />-
<br />24
<br />23
<br />7
<br />8
<br />77.1
<br />54.5
<br />77.1
<br />54_5
<br />CENTER. FIN FRAME ANCHORS
<br />12 MAX, TABULATED ABOVE.
<br />SPACED AS
<br />IVli made Product on:rol
<br />Diviron
<br />TYP,
<br />UNIT PERFORMANCE DATA
<br />THOMAS J. SOTOS
<br />PROFES IO AL ENGINEER
<br />�Ir'LIAS
<br />/1
<br />Revision Notes:
<br />�j�J T �8501 NW 90th St.
<br />I/ ON MEDLEY, FLORIDA 33166
<br />LA
<br />INIDLTSTRIES, INC. (305) 696-8660
<br />PER 2004 FBC REQUIREMENTS
<br />REPORT #FTL-3623
<br />TEST SIZE = 48" wide X 48" hi ( 0 )
<br />DESIGN LOADS = +53.50, -53.50 PSF ( PA-202 )
<br />STRUCTURAL TEST LOAD = +80.3, -80.3 PSF
<br />WATER INFILTRATION TEST = 18.0 PSF 0 #FTL-3619
<br />DAYLIGHT OPENING _ 45 1 /8" wide X 45 1 /8" hi
<br />` I �7�
<br />6� /
<br />� � -
<br />I
<br />MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS
<br />Draw ctam:
<br />LAYOUT
<br />Part Ctaa
<br />Prod catorory:
<br />sM.s/lrod.c
<br />of It
<br />Rsvind By: Nelson Erazo
<br />Dap Rovked:
<br />10/05/2005
<br />SERIES: 4000/8000 ALUMINUM FDtED WINDOWS
<br />FIN/FLANGE FRAME WINDOW COMPARATIVE ANALYSIS &NOTES
<br />3/16" ANNEALED GLASS
<br />Drawn Bye Larry Magee
<br />Dap Drawn:
<br />12/20/2002
<br />_
<br />I Soak:
<br />AS NOTED
<br />_
<br />Part Number.
<br />Drawing Nuanbor:
<br />L-4000/8000.01
<br />Rsvkion Levek
<br />TESTED GLASS = 3/16" ANNEALED GLAS
<br />DATE_____.. .__ _ - _ - _-
<br />ALL RIGHTS RESERVED
<br />GORDA & ASSOCIATES ARCHITECISQ2008 COPR IGHT
<br />REVISIONS
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<br />DATE.
<br />5/30/08
<br />Ste`
<br />AS NOTED
<br />JOB NO.: 27013
<br />SHEET:
<br />A19
<br />OF
<br />22
<br />SHEETS
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