HomeMy WebLinkAboutProduct Approval 398 E. Dania Beach Blvd.
BUILDING DROPS Suite 338
A Perfect Solution in Every Drop Dania Beach, FL 33004
Certificate of Authorization:29578 954.399.8478 PH
954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
RECEIVED
Andersen Corporation OCT 1 6 2017
Renewal Gliding Windows PERMITTING
St. Lucie County, FL
for
Florida Product Approval
FL# FL19563
Report No. 408
F I- Lg%w 410� 0P' Y
5th Edition Florida Building Code
Method: 1 —D (Engineering Evaluation)
Category: Windows
Sub — Category: Horizontal Slider Window
Product: Renewal Gliding Windows
Material: Fibrex@
Product Dimensions: See installation instructions,AWD095
Prepared For:
Andersen Corporation
100 4th Ave. N
Bayport, Minnesota 55003
O
Prepared by: .�� Q-.,.••••' • F '�,
Hermes F. Norero, P.E. ` Ste:' • .p0
Florida Professional Engineer#73778
Date: 12/12/15 T T
Contents:
Evaluation Report Pages 1 —4 ��'T�s
Digitally signed by Hermes F Norero,P.E. i,,1,DNA;`�0���
Reason:I am approving this document Hermes F. �orero, P.E.
Date:2015.12.18 19:43:44-05'00' Florida No. 73778
FL#
9563
BUILDING DROPS Date FL /12/1
Date: 12/12/15
A Perfect Solution in Every Drop Report No: 4088
Certificate of Authorization:29578
Manufacturer: Andersen Corporation
Product Category: Windows
Product Sub-Category: Horizontal Slider Window
Compliance Method: State Product Approval Method (1)(d)
Product Name: Renewal Gliding Windows
Scope: This is a Product*Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for Andersen
Corporation based on Method 1d of the State of Florida Product Approval, Florida Department of
Business and Professional Regulation-Florida Building Commission.
Hermes F. Norero, P.E.does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the 5t' Edition Florida Building
Code.
See Installation Instructions AWD095,signed and sealed by Hermes F. Norero, P.E. (FL#73778)for
specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the 5th Edition Florida Building
Code,excluding the."High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the 5th Edition Florida Building Code and does require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing AWD095 require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions AWD095 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No.73778
Page 2 of 4
FL#
9563
BUILDING DROPS Date FL /12/1
Date: 12/12/15
1.^A .
A Perfect Solution in Every Drop Report No: 4088
0 Certificate of Authorization:29578
Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a quality assurance program audited
by an approved quality assurance entity through Window and Door Manufacturers
Association (FBC Organization#:QUA2515).
Performance Standards: The product described herein has been tested per:
• AAMA/WDMA/CSA 101/i.S.2/A440-08/11
Referenced Data:
1. Product Testing performed by Architectural Testing
(FBC Organization#TST1795)
Report: Dated:
D2720.01-201-47-RO 01/06/14
D2720.02-201-47-RO 01/06/14
D2721.01-201-47-RO 01/06/14
D2721.02-201-47-RO 01/06/14
D2722.01-201-47-RO 01/06/14
D2722.02-201-47-RO 01/06/14
D3502.02-201-47-RO 01/06/14
D3502.01-201-47-RO 01/06/14
D3503.01-201-47-RO 01/06/14
D3503.02-201-47-RO 01/06/14
D3499.01-201-47-RO 01/06/14
D3499.02-201-47-RO 01/06/14
D3500M-201-47-130 01/06/14
D3500.02-201-47-RO 01/06/14
D3501.01-201-47-RO 01/06/14
D3501.02-201-47-RO 01/06/14
D2724.01-201-47-RO 01/06/14
D2724.02-201-47-RO 01/06/14
D2730.01-201-47-RO 01/06/14
D2730.02-201-47-RO 01/06/14
D3498.01-201-47-RO 01/06/14
D3498.02-201-47-130 01/06/14
D2733.01-201-47-RO 01/06/14
D2733.02-201-47-RO 01/06/14
D2731.01-201-47-RO 01/06/14
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
FL#
9563
BUILDING DROPS Date FL /12/1
Date: 12/12/15
A\\.
A Perfect Solution in Every Drop Report No: 4088
Certificate of Authorization:29578
1. Product Testing performed by Architectural Testing
(FBC Organization# TST1795) Continued.
D2726.01-201-47-RO 01/06/14
D2726.02-201-47-RO 01/06/14
D2728.01-201-47-RO 01/06/14
D2728.02-201-47-RO 01/06/14
D2734.01-201-47-RO 01/06/14
D2734.02-201-47-RO 01/06/14
D2736.01-201-47-RO 01/06/14
D2736.02-201-47-RO 01/06/14
D2727.01-201-47-RO 01/06/14
D2727.02-201-47-RO 01/06/14
D2729.01-201-47-RO 01/06/14
D2729.02-201-47-RO 01/06/14
D2735.01-201-47-RO 01/06/14
D2735.02-201-47-RO 01/06/14
D2737.01-201-47-RO 01/06/14
D2737.02-201-47-RO 01/06/14
2. Quality Assurance
Window and Door Manufacturers Association
(FBC Organization#: QUA2515)
Installation:
Refer to Installation Instructions (AWD095)for anchor type,embedment,edge distance and anchor
spacing details.
Design Pressure:
Refer to Installation Instructions (AWD095)for design pressures based on unit construction,size,and
configuration.
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4
ANDERSEN CORPORATION, INC ar'a®
INSTALLATIONNOTES: -- - ----.._.._..._ .. ---
1. INSTALLAT[ON CLIPS:ONE(11 INSTALLATION ANC)OR CLIP IS REQUIRED AT EACH ANCHOR RENEWAL SERIES GLIDER WINDOW .a•»••••••••
LOCATION SHOWN.EACH CUP IS TO USE TWO(2)INSTALLATION ANCHORS. m fcWni.rtFXsn4
2.7HROUGH FRAME AND NAIL FIN:ONE(I)INSI ALLATION ANCHOR IS REQUIRED AT EACH ANCHOR NON-IMPACT Dt(a1pi64dTi5]iiXt171a-NIS
ICCATION SHOWN,UNLESS OTHERWISE NOTED.
3.INSTALL INDIVIDUAL INTTAUAFTON ANCHOR$ATT/WA TOLERANCE OF 1112 INCH OF THE '^
DEFICTEDLOCTION INTHEANOIORLAYOLTDETAILfl.E,HIITIOIIT CONSIDERATION OF GENERALNOTES^ TABLE OFCONTENTS O U4Ee
TOIFRFNCESI.TOLFRANQSARE NOT CUMULATIVEFROM ONE INSTALATIONANCHOP.TO THE o
NEXT. 1. THE PRODUCTSHaO4NHEREINISDESIGNEDAND SHEET REVISION SHEET DESCRIPTION NJm
MAUNUFACrUREDTO COMPLY WITH THESTH EDITION 120141 V, 12
4.INSTALLATION CUP:FOR INSTALWTIONTHROUGH IX SUCK TO CONCRETE/MASONRY,OR FLORIDA BUILDING CODE,EXCLUDING HVHZ.THE PRODUCE 1 A GENERAL&INSTALLATION NOTES
DIRECRYINTO[UNCRE'TEJMASONRY,USETIJO(2)3/J6INCH HWHILW/A?CON PER HAS BEEN EVALUATED TO THE FOLLOWING:: - LL
INSTALLATION CC POF"SUFFICIENT LENGTHToACHIEVE 1214 INCH MINIMUM EMBEOMEN-IAND • AAMA/LYOMA/CSAS01/152/A44D08/11. .._..,2. • ELEVATIONS
SHALL MAINTAIN MINIMUM 2*EDGE DISTANCE,. N 3 ELEVATIONS(2) 3 Z y
a DZ
S.INSTALLATION CLN CUPRINSTALIATIONINGTH OUCKIEVE1 (INCH MINIMUM
EMBEDMENT 2. ADEQUACY OFTHE EXISTING ANDMSTRUCTURAL 4 - XO AND XX ANQ40R LAYOUTS Z c aLUY HQ� n
_.__._........................... CONCRETE/MASOtJRY,2XAND METALSNDFRAMiNG ASA Ili ^
PER INSTALUTIONCUPO:BUFHGENTtENG7HT0 ACHIEVE 11/21NO1 MINIMUM EMBEDMENT C mla;p
MAIN WWOEOgCE flE515nNG SYSTEM CAPABLE OF XOXAN_'HORLAYOUTS JJ A z C
INTO WOOD SUBSTRATE ANO SHALL MAINTAIN MINIMUM 3/4'EDGE DISTANCE. F /�I
WIADSTO DING AND THE FOUNDATION
IS THE RAPPLIEDNSI FR000CT 6 A THRW6HFRAALE:NSTALLATION DETAILS y�Jn
6.INSTALLATION CUP;FORINSTALLCREWSION HROUGN METAL STUD USE TWOCIENTHAH LENGTH
TO ENGIN ER OR ARCHITECT
OF RECORD FORTHEFROJOFTHE
SELF-DRILLING OR SELF-TAPP;hG SCREWS PER IHSTA!LANON QIP OF SUFFICIENT LENGTH TO ENGINEERORARCHITECT OF RECORD FOR THE PRDIECTOF 7 p NAR FIN INSTALLATION DETAILS W
ACHIEVE 3 THREATS MINIMUM PENETRATION BEYONDMETAL FRAME SUBSTRATEAND SHALL INSTALLATION. B A .1.NSTALL.TE.DETAILS Q
MAINTAIN MINIMUM J/4`EDGE DISTANCE.
A. ]XAND 29 FUCKS(WHEN USED)SHAUGE OESIGNEDAND
ANCHOREDTO PROPERLYTRANSFERALLLOADSTOTHE. 9 q INTERMEDIATE MEMBERS,REINFORCEMENT
].THGTHITOROUGH ACHIEVE
FOR JOINCHA INSTALLATION EMBEDMENT
INTO FH•NWUBSTRATEAND HAUL NT STRUCTURE BULK DESIGN AND INSTALLATION IS"IHE REQUIREMENTS,ETFRA61E.tCTADSANDGLAZtt4&DETA21. m
LENGTH TO ACHIEVE.I]/11Nr.H MINIMUM EMDEDMENTINm WOOD SUBSTRATE ANDSHAII. RESPONSIBILITY0F THEGNGWEERORARCHITECTOFIXCORD
MAINTAIN MINIMUM 3/4'EDGE DISTANCE. FOR ME PROJECT OF INSTALLATION.
B.THROUGH FRAME;FOR INSTALLATION INTO METALS UDSTRATESUSEBIOFHGRADES 4. THE INSTALLATION DEFAIL50E5CR!BEDHEREINAREGENERIC DESIGN PRESSURE RATIN. �^ U
SELF-DRRLING OR SELF-TAPPING SCREWS OF SUFFIOcNT LENGTH TO ACHIEVE 3THREADS
ANDMAYNOTREFLERACTUALCONDmONSFORASPEGHC O
MINIM I M PENETRATION BEYOND METAL FRAME SUBST RATE ANO SHALL MAINTAIN MINIMUM sn'E.IF SITE RATIO TE COND17IONS CAUSE INSTALLATION TO DEVIATE SIZE CONFIGLMATCON DESIGNPRESSURE SASH WIDTH O Z
EDGE DISTANCE H L
FROM THE REQUIREMENTS DE1AILE0 HEREIN.ANQNSEO aA� O
9.THROUGH FRAME:FOR INSTALLATION THROUGH IX DUCK TO CONCRETUMASONBYf ORDIRECTLY ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC 72'%60• XO .40.01.40.OPSF 1:1 SIA P w
DOCUMENTS FOR USE WITH THIS DOCUMENT. H
INTOCONCRFTEJNIASONBY.USE ONE(1)3/i6INCH FH RWTAPCO.N OF SUFFICIENT LENGTFI TO 96'X54' XO •40.0/-40.0 P5F 1:1 Ry
A^.HI NT 1114 INCH MINI MUM EMBEDMENT AND SHAULMAINTAIN MINIMUM 2`EDGE DISTANCE S. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED TO 96'X72' XO •40.01-40OP51' I:1 LU Yl f
PROTECT THIS
PRODUCT IN AREAS REQUIRING IMPARf08"X 54° XO •25,0/-25.0 PSF 12 O
10.NAILFIN:FOR INSTALLATION INTO 2X BUCK USE R8 PAN HEAD WOOD SCREWS OF SUFFICIENT RESISTANCE.
LL
LENGTH T0ACHIEVE S:J/]INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE AND SHALL 1011'X72" XO •20.01.20.0 PSf 12 w
MAINTAIN RIINIMUh10/4'EDGE DISTANCE. S.WINDOW FRAME MATERIAL;HBRE)(*AtJG P•lE.. o
56 X80' XO •90.07-40.0 PSF 1.2
11.NAIL FIN:FCRWSTALIATION INTO METALSUBSTILITES USE 48 HWH GRADES SELF DRRLING OR 7.SEE SHEET 9 MR GLAZING DETAILS, 74'X54' XO -4OD/-400P5F 1:2
SELT-TAPPING SCREWSOT SUrnorrrTLENDIHTO ACHIEVE 3 THREADS MINIMUM PENETRATION 74'X72' %O 35.0/-35.01 1:2 O
BEYOND METAL FRAME SUBSTRATEANDSHALL MAINTAIN MINIMUM 314-EDGE DISTANCE S.DESI6NA77ONS'X'ANO'0'STANDFOR THE FOL10WWr
X.OPERABLEPANEL 48'X48• XX .40.0/-40.0 PSF 1:1 ¢
M&INIAIUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALLFlNGHES,INCLUDING BUT NOT 0.FMO PANEL 72'XSW XX •30.0/-300 PSF 1:1 �gSt(2,17 i(2i3��.
LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING. •�„
96'%54` xX •35.0/-35.O PSF 1:1
13.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSIO1496'%60" )0( '35,0/-350 PSF III
RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING, $'tR...
96'x72° XX •20.0/-20.0 PSF 1:1 liy
I4FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,UO NOTiNSTALL INSTALLATION ANCHORS INTO144"X59° XOX 30.0/-30.0 PSF 3:1U ~
MORTAR JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR
JOINT INTO FACE SHELL OF 3LOCK. 144'X 72' XOX •25D0 -25O PSF 141 17S�L;`j'Z TO
1c INSTA CATION ANCHORS SHALL BE INSTALLED IN NSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USE DCORDANCE L IN SUBSTILATES.WITHANCHOR �RER'S 64'%60 XO% 35.0/-350P5F 111 �A/��A/•.(E pRD�t����
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 144"X54' xOX •30.0/-30,0 P5F 12:1
^i T
314°X72" XOx .25.0/-250 PSF 1:2:1
16.INS'FERATIONANCHOR CAPACITIES INGPROPERTIE: HEREIN hRE BASEDON SUBSTRATE m ZE y Q
MATERIALS WITHTHEFOUOWIN GRAVITY PROPERTIES: 84'X60' XOX W0.0/-400?SF 1:2U a� 3 _`� NZ
A.WOOD-CONCRETAINIMU.IUMSPECIFICNIPREA IVES OF ass. -- -"' ------'-'- p v
R. RETE-MINIMUM COM1IPRRMAN 5TREASTI OF3D00 Pit. 8C'X80' XOX ''35.0/-J5.O PSF T'21 DWG
#:
C.STEE-MASONRY•STRE GTH YIELD
Or
ST;MINIM AW0095
D.STEEL-MINIMUM YIELD STRCNGIH OF 35 KSI:MINIMUM LYAIITHICKNESS Or 48 MILS{38 Digitally signed by Hermes F NQrero,P.E
GAUGEIG Reason;am approving this document
E.ALUMINUM-MINIMUM WALL THICKNESS OF W,6063-TS AL`I BY OR BETTER. Date;2016.02.1919:18:11-05W SHEET .T OF 7(�
UNIT MAX UNIT MAX Andersen,
r WIDTH 96' WIDTH 108°
MAX.D.L.O. MAX,D.L.O. MAX.D.L.O. MAX.D.L.O.
4315/16°�I 4315/16" 33 5/16" 663/8"
A A A i , A A A r:xoorx•ooax•
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UNIT MAX. UNIT MAX.
MAX. D.L.O. MAX. DLO, ami
HEIGHT HEIGHT "X• •o• HEIGHT HEIGHT •X• °O' C �_
72" 65" 72" 65"
z T. �
3 o -ZH a
B B B B B NOTE:
r(e,
b 7 B 6 7 8 ALTERNATE MEETING STILE
LOCATIONS MAY BE USED SUCH THAT
ELEVATION ELEVATION MAX.DLO DIMENSIONS SHOWN >
96"X72"XO UNR 108"X 72"XO NIT HEREIN ARE NOT EXCEEDED.UNEQUAL 00
SASH RATIO NOT AVAILABLE FOR
S:S SASH RATIO 1:2 SASH RATIO ACTIVE/ACTIVE(XX)UNITS. z
UNITMAX. Q zO
WIDTH 72"
;F
WIDTH
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MAX.D.L.O. 7 _MAX.DL.O. _ ,A
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A A a 6 7 B
6 7 B
---C _ A C A C. O
8 9J i 8 UNIT MAX. e
f �/ MAX D.L.Q. + f ..........N &
UNIT MAX HEIGHT HEIGHT 1 . '
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72" 65•
.fid.''•• •• ¢� 4
-Jj
m
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ELEVATION ELEVATION A W D095
96"X 72"XX UNIT 7T'X 80"XX UNR
1:1 SASH RATIO 1:1 SASH.RATIO SHEET: 2 OF 9
UNIT
W . Andersen
IDTH 84" '
MAX. MAX. MAXUNITMAX.
D.LO. D.LO. WIDTH 144`
245/8' 11 245/8' i 245/8. 1
MAX.D.LO. MAX.O.LO. MAX.D.LO.
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HEIGHT HEIGHT
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u 41 D aza< A
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8 B B B B B
NOTE:ALTERNATEEETIN6 STILE
M
ELEVATION ELEVATION LOCATIONS MAY BEM
>
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1:1:1 SASH RATIO 1:11 SASH RATIO DIMENSIONS SHOWN
(f�
HEREIN ARE NOT EXCEEDED. Z
VNITMAX.
WIDTH 84"-� ZO
MAX. MAX, MAX. I UNITMAX. �+
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18 7/16'I 36 7/8' 18 7/16"i MAX.DLO, MAX D.LO. MAX.DLO, > y
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UNIT MAX. e
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H'cIGHT HEIGHTUNIT MAX ` •• '��
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HEIGHT HEIGHT = `•' Sd`
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8 8 B �B 8 B � m min win
z
ELEVATION ELEVATION DV✓G#: v
84"X 80"XOX UNIT 144"X 72"XOX UNIT A W D095
1:2:1 SASH RATIO 1:2:1 SASH RATIO
SHEET: 3 OF n
Anderseru
TWO INSTALLATION ANCHORS(SEE i
MAX O.0 SPACING / INSTALL NOTES 7-9;SHEET 1)AT REN EWAL SERI ES GLI DER ANCHOR SPACI NG
SEE SCHEDULE / MEETING STILE END LOCATIONS FROM MAX O.C.MAX O.C.MAX O.C.
THROU6H HEAD,SPACED 2.5"ON INSTALLATION
CORNER DIST. EACH SIDE OF MEETING STILE. CONFIG. CORNERS HEAD SILL JAMBS w:.00ry oaou
SEE SCHEDULE r EXCLUDES UNITS 136'X 48' METHOD (IN) (IN) (IN) (IN) uat�cr,u.rtrraw
O NAILFIN 3.5 i 3.5 3.5 3.5 tx:e>iuusra trsm:ts..>,R
F m
-¢c= INSTALLATION T
5.5 15.75 15.25 16
CLIP 0 o M 3
O Di g a
MAX.O.C.SPACING x THROUGH SEE u d o
5.5 10.125 15.25 O x
SEE SCHEDULE FRAME NOTE
0 w owu
F NAIL FIN 3.5 3.5 3.5 3.5
Co INSTALLATION 5.5 15 15 16 Z < K a
0 CUP
z '>! THROUGH 5.5 11:25 SEE 17.25
FRAME NOTES
CORNER DIST. O
SEE SCHEDULE TYPICAL ANCHOR LAYOUT NAILFIN. 3.5 3.5 3.5 3.5 p
XO OR OX GLIDER = INSTALLATION m
1:1 SASH RATIO CUP 5.5 14,5 14.5 16 N
x:r TFIROUGIi S[E z
" FRAME 5.5 10.375 NOTES 23,5
TWO INSTALLATION ANCHORS(SEE O O Z
MAX.O.C.SPACING_ INSTALL NOTES 7-9,SHEET 1)AT w}= NAILFIN 3.5 3.5 3.5 3.5 N 6
SEE SCHEDULE MEETING STILE END LOCATIONS
I THROUGH HEAD,SPACED 2.5°ON s INSTALLATION H
CORNER 0257, EACH SIDE OF MEETING STILE `{' S.5 12.125 12.125 16
SEE SCHEDULE,.�I r EXCLUDES UNITS 1.36'X48' z0 CLIP
•.moi THROUGH SEE 22
5.5 10.5 FRAME NOTES
INSTALLATION NOTES:
j FOR THROUGH FRAME INSTALLATIONS,INSTALLATION RIPS O
MAX,O.C.SPACING MUST BE USED AT THE SILL IN LIEU OF FASTENERS THROUGH
SEE SCHEDULE THE INSTALLATION CLIP
SPAME,SPACED IN ACCORDANCE
CINGREQUIREMENT5LISTED INT(E ABOVE ABLE ��`COe-O•E*�a3�'�'
�- FOR CUSTOM SASH RATIOS,USE WORST CASE ANCHOR SPACING !
BETWEEN EQUAL SASH AND 1:2 OR 1:2:1 SASH RATIOS FROM Zi
TABLEA80VE.
REFER TO SHEET i,INSTALLATION NOTES 433 FOR ANCHOR ..
TYPE DEPENDENT ON INSTALLATION METHOD AND SUBSTRATE. S
CORNER DIST. nm m" a-,
"
SEE SCHEDULE
TYPICAL ANCHOR LAYOUT
v
ALL METHODS OF INSTALLATION 1:2%O GLIDER
SASH RATIO DWG#:
REQUIRE A CONTINUOUS Yc'BEAD OF A W D095
SILICONE BELOW THE SILL
-------"--- SHEET: A OF 9
Andersen
%TWO SALL NOTES SON ANCHORS(SEE
INSTALL NOTES 7-G,„HEFT 1)AT
MEETING STILE ENO LOCATIONS
THROUGH HEAD,SPACED 2.S'ON NN
CORNER DIST. MAX.O.C.SPACING
EACH of MEEttNGstt!:E. RENEWAL SERI ES GLIDER ANCHOR SPACING ,.,.o•.••000.•
SEE SCHEDULE SEE SCHEDULE EXCLUDES UNITS<g6'X 48' S,�F .HA.-
FROM MAX O.C.MAX O.C.MAX O.C. T""
..._._._...
CONFIG. INSTALLATION CORNERS HEAD SILL JAMBS �e>u�usss�rx-txs;:n..xi+
METHOD (IN) (IN) (IN) (IN) ^
m
O n c 6
NAIL FIN 3.5 3.5 3.5 3.5 � � w�$ e
MAX.O.C.SPACING ¢ INSTALLATION
SEE SCHEDULE o M.
CLIP 5,5 15.75 15.25 16 o o w u LL
1 h Z m
!i THROUGHSEE
FRAME 5.5 10.125 NOTES 1125
Z x n W
O NAILPIN 3.5 3.5 3.5 3.5 w
r F d
INSTALLATION 5.5 35 15 16 pm
CLIP
CORNER DIST. x THROUGHS
.5 11.75 EE p
SEE SCHEDULE - 517.25
TYPICAL ANCHOR LAYOUT FRAME_ NOTES
XOXGUDER 2 NAIL FIN 3.5 3.5 3.5 3.5 V)
111:1 SASH RATIO g _, Z
= INSTALLATION
5.5 14.5 34S 16
TWO INSTALLATION ANCHORS(SEE it vii CLIP
O
MAX,O.C,SPACING INSTALL STILE N SHEET I)AT X•y THROUGH SEE !--! ZO
SEE SCHEDULE MEETING STILE END LOCATIONS 5.5 10.375 21.5 r
THROUGH HEAD,SPACED 2.5"ON FRAME_ NOTES (--�
CORNER DIST. EACH SIDE OF MEETING STILE. O
SEE:SCHEDULE EXCLUDES UNITS i 36 X 48" G NAIL FIN 3.5 3.5 3.5 3.5 a
s INSTALLATION
X� 16
CLIP
5.5 12.125 32.175
THROUGH
5.5 10.5 NOTES 22
O
MAX..O.C;SPACMG
SEE SCHEDULE INSTALLATION NOTES:
FOR THROUGH FRAME INSTALLATIONS,INSTALIAITON CLIPS �`��L'1•• ••'
MUST BE USED AT THE SILL IN LIEU OF FASTENERS THROUGH
FRAME,SPACED IN ACCORDANCE.WITH THE INSTALLATION QIP rf' - `a'd
SPACING REQUIREMENTS LISTED.IN THE ABOVE TABLE.
• FOR CUSTOM SASH RATIOS,USE WORST CASE ANCHOR SPACING
i BETWEEN EQUAL SASH AND 12 OR 1:2:1 SASH RATIOS FROM _
TABLE ABOVE. i�d�•'••,
1- REFER TO SHEET 1,INSTALLATION NOTES 4-11 FOR ANCHOR
TYPE DEPENDENT ON INSTALLATION METHOD AND SUBSTRATE.
� m
CORNER DIST,moi, a N
_m* Z
a F
SEE SCHEDULE o h
TYPICAL ANCHOR LAYOUT DWG#: v
ALL METHODS OF INSTALLATION XOrlX GLIDER A\YV A)DOCS
REQUL2E A CONTINUOUS N°BEAD OF 1:2:1 SASH RATIO 7
SritCONE BELOW THE SLLL
___ SHEET: 5 OF()
CONCRETE/MASONRY Andersen,
BY OTHERS
CAULK BETWEEN
CONCRETE/
ONCRETE SMASONRY b 2X
WOOD BUCK BY OTHERS DIS MIN.EDGE
DiSrgNCE w.•a....
2X WOOD BUCK rvm+..E'aaN
BY OTHERS �,i o:irwr,u:esx.:cw
#fO FH WOOD SCREW r 1V2°MIN.EMBEDMENT �uwrw.ss�rr:cutm.av
INSTALLATION ANCHOR i
EXTERIOR FINISH 1/4°MAX. n ,r
BY OTHERS SHIM SPACE o d N d$
TWO INSTALLATION ANCHORS(SEE c m p
PERIMETER SEALANT a INSTALL NOTES 7-9,SHEET 1)REQUIRED
BY OTHERS THROUGH FRAME AT HEAD ADJACENT TO
O.a,WINDOW MEETING STILES,TYPICAL EDGE
HEIGHT _ DISTANCE AND EMBEDMENT REQUIRED.
I
EXCLUDES UNITS 136"X48 3 THREAD PENETRATION 3 r N o a Z<
BEYOND METAL FRAME 2 n H<a
EXTERIOR INTERIOR
7 I
1/4'MAX 3/4'MIN.EDGE Fr w
SEE GLAZING DETAIL INTERIOR SHIM SPACE r DISTANCE �' a n
A VERTICAL SECTION SEE GLAZING DETAIL
6 HEAD-3X WOOD BUCK m f
THROUGH FRAME _
#10 FH SELF-TAPPING SCREW �
INSTALLATION ANCHOR Z
J METAL SUBSTRATE BY OTTERS C
O
SEE GLAZING DETAIL EXTERIOR \_SNEATIN6 BY OTHERS H
EXTERIOR FINISH BY OTHERS >
v
—PERIMETERW
5EALANTBY
EXTERIOR / INTERIOR OTHERS n w
1\\\ D.A.WINDOW o
O.A.WINDOW CONTINUOUS Y'BEAD OF WIDTH
HEIGHT SILICONE ALONG ENTIRE SILL
1/4"PERIMETER SEALANT a SHIM
MAX. 0 <
BYOTHER5 — 1 SHIM SPACE 6 HORIZONTAL SECTION
_ r I1/4'MIN. JAMB-METALFRAMESUBSTRATE ��` 0 *2i3�rri
1 y EMBEDMENT THROUGH CRAMS ��(GQ-,..�••••.,,••N(n
ONE(1)#8 SCREW.PER CLIP, _ 11
FROM CLIP TO WINDOW FRAME _.
EXTERIOR FINNISH ;'r U:y By OTHERS
IX WOOD BUCK
(OPTIONAL)By OTHERS6'•••'•
—TWO(2)311V,TYJ TAPCON
CAULK BETWEEN INSTALLATION ANCHORS' Asir y *PRC,`.
CONCRETE/MASONRY G IX 2'MIN.EDGE
WOOD BUCK BY OTHERS DISTANCc � >
m m h �a yr
CONCRETE/MASONRY BY OTHERS ¢•'� v�j Y m <H
2� NZ
rCEE�S-EET
. 8 FOR INSTALLATIONVERTICAL SECTION I DETAILSAND ANCHORING DWG#:
6 SILL-1X WOOD ON CONCRETE/MASONRY EQUIREMENTS. A W DO9 F
INSTALLATION CUP
SHEET., 6 OF 9
3 THEADS PENETRATION •`ndeCSen'
BEYOND METAL FRAME
f
SHEATHING 6 METAL 3!4°MIN.EDGE
STUD BY OTHERS DISTANCE
#B HWH GRADE 5SELF-DRILLING uue.e•eoan�
CAULK BETWEEN I(•s.(ir;._"C INSTALLATION ANCHORS
FIN 6 METAL STRUCTURE
EXTERIOR FINISH • '.� 1/4'MAX. R+.iewrwrr:i��s�xs
BY OTHERS '+'' '' SHIM SPACE
PERIMETER SEALANT TWO INSTALLATION ANCHORS(SEE u R
INSTALL NOTES 7-9,SHEET 1)REQUIRED d .z.d$
BY OTHERS THROUGH FRAME AT HEAD ADJACENT TO
O.A.WINDOW MEETING STILES,TYPICAL EDGE d
HEIGHT DISTANCE AND EMSEDMENTREQUIRED. 'a' za mi
-- EXCLUDES UNITS S 36'X 48' 3/4'MIN.EDGE vl d r n w m
SEE GLAZING DETAIL DISTANCE Z5 m Z 5 m
EXRIOR INTERIOR 1/4° w w ¢2
SHIM MAXSPACEz a a
WOOD STRUCTURE BY OTHERS
#8 PAN HEADWOOD EW
INSTALLATION ANCHORa�^
[A� VERTICAL SECTION INTERIOR a.
7 READ-METAL FRAME SUBSTRATE
HALL FIN
y I I/2°MIN.
EMBEDMENT m
SEE GLAZING I r-
X\
NAIL FIN/FLANGE IS REVERSIBLE, DETAIL -
ISEE ORIENTATION DIFFERENCE w
IN DETAIL A _CAULK BETWEEN Z
AND B EXTERIOR o� FIN 6 2%WOOD BUCK p
EXTERIOR FINISH BY OTHERS O zO
PERIMETER SEALANT BY (f) EOTHERS w
SEE GLAZING DETAIL O.A.WINDOW (8 ro
f WIDTH w w
1 EXTERIOR r INTERIOR o
C�HORIZONTAL SECTION
OA WINDOW RE CONTINUOUS Yz'BEAD' ]�-JAMB NAIL FIN-WOBUIX
HEZGHT c a SILICONE ENTIRE SILL
O c
114°MAX,
PERIMETER SEALANT I SHIM SPACE ``S��
BY OTHERS `. O
EXTERIOR FINISH 3/4'MIN.EDGE
BY OTHERS DISTANCE
CAULK BETWEEN + to ~
FIN 6 CK �'.�' �` g
WOOD BUCK 1.PAN HEAD'NOOD SLREW �Cyd,"••.
2X WOOD oTME� INSTALLATION ANCHOR �/��y`" PRpF��t•
CAULK BETWEEN 11/2"MIN i0
CONCRETE/MASONRY 62X EMBEDMENT
WOOD BUCK BY OTHERS h Z
CONCRETE/MASONRY o
By OTHERS B DWG#:
VERTICAL SECTION A W 0095
7 SILL-2%WOOD BUCK
NAILFIN
SHEET: 7 OF 9
ONE(1)#B SCREW,PER CLIP, INSTALLATION CLIP ANCHOR REQUIREMENTS: Andersen
FROM CLIP TO WINDOW FRAME WOOD SUBSTRATE:USE TWO#8 PAN HEAD WOOD SCREWS PER CLIP,
CAULK BETWEEN
/MASO3/4'MIN.EDGE IN ROW NUMBER ONE OF PREDRILLED HOLES SHOWN BELOW. rqulu
WOOD
CONRYd 2X
WOOD BUf,KBY OTHERS DISTANCE
TWO(2)#8 WOOD SCREW METAL SUBSTRATE:USE TWO#8 HWH SMS ANCHORS PER CLIP,IN ��..........
CONCRETE/MASONRY ROW NUMBER ONE OF PREDRILLED HOLES SHOWN BELOW.
BY OTHERS INSTALLATION ANCHORS PER CLIP F�rcve*w. ..a�
2X WOOD BUCK CONCRETE/MASONRY:USE TWO 3e,,"ITW TAPCON ANCHORS,WITH Helesuru..,.,r:ase:;u..>rn
BY OTHERS ON ANCHOR CHOR LAC D IN ROW NUMBER ONE AND ONE ANCHOR PLACED
EXTERIOR FINISH °'".'' lll2°MIN IN ROW NUMBER TWO OF PREDRILLED HOLES SHOWN BELOW. Y
BY OTHERS " EMBEDMENT ANCHORS MUST BE PLACED DIAGONALLY ACRO55 THE CLIP.
�g
1
PERIMETER SEALANT_�� DO NOT INSTALL ANCHORS THROUGH POW NUMBER THREE, iP a
- �m d
BY OTHERS SH
1/4'MAX. Ei
IM SPACE d o
O.A.WItJDOW 6.500" Z a w w
HEIGHT TWO INSTALLATION ANCHORS(SEE "' a Z w F
INSTALL NOTES 7-9,SHEET 1)REQUIRED' < m
THROUGH FRAME AT HEAD ADJACENTTO O o 0 3 w ej
j EXTERIOR ` INTERIOR MEETING STILES,TYPICAL EDGE 1.500° 0 0 o 0.625" w H c 5 0
f DISTANCE AND EMBEDMENT REQUIRED.
SEE GLAZING DETAIL EXCLUDES UNITS<36°X 48' + �o n
} 1,287 1 2 3
VERTICAL SECTION. INSTALLATION CLIP DETAIL o 0
8 HEAD-2XWOODBUCK
INSTALLATION CLIP m
11/4'MIN. (J�
EMBEDMENT 1/4'MAX. Z w
�~ SHIM SPACE
i 0
` SEE GLAZING DETAIL 2'MILAN EDGE O
bISTANCE y n
Lu f
EXTERIOR INTERIOR ••} o
O.A.WINDOW CONTINUOUS de°BEAD OF TWO(2)3/16"ITW TAPCON ( INTERIOR
HEIGHT c SILICONE ALONG ENTIRE SILL INSTALLATION ANCHORS ;•j
PERIMETER SEALANT 1/4'MAX. I 4' \ O <
SHIM SPACE
BYEALANT OTHERS I ONE{I)#B SCREW,PERCLIP,
( �' I 1/4'MIN FROM CLIP TO WINDOW FRAME
ONE(1)#8 SCREW.PER CLIP, - I EMBEDMENT SEE GLAZING DETAIL O•.
FROM CLIP�O WINDOW FRAME I - I CONCRETEIMA50NRY�?' ;'. =1` ^ �oBo
BY OTHERS
EXTERIORFINISH - t ¢
BY OTHERS
EXTERIOR
]X WOOD BULK PERIMETER SEALANT— 1 y•: r- �'
(OPTIONAL)BY OTHERS BY OTHERS. •'•• 3"
--TWO(2)3/16'ITWTAPCON �i6�•••. 4 �,,g
CAULK BETWEEN INSTALLATION ANCHORS EXTERIOR FINISH-� //�N *p— ,S<
CONCRETE/MASONRY d 1X 2'MLN.EDGE BY OTHERS ..WIDTH / J
WOOD BUCK BY OTHERS DISTANCE WIDTH m mamu•
CONCRETE/MA5ONRY BY OTHERS ¢^ Z in vii '�oa~
S 0,4
VERTICAL SECTION C HORIZONTAL SECTION DWGu v Z
SILL-]X WOOD ON CONQ't MASONRY
INSTALLATION CUP
g JAMB- SONBY
INSTALLATION CNP A W D095
SHEET p OF 9
Anderse
•INTERIOR
SEE GUIING DETAIL--,,�
3/4"O.A.INSULATED
/—SEE GLAZING DETAIL. 6LASS a
nt�.eNcxnL
EXTERIOR INTERIOR
ZF
SILICONE it b
RACK BEDDING I w'
LASS
'EXTERIOR `, e p o w W
'/ y�F mom M1
9 HORIZONTAL SECTION
ACnVEJPASSNE MEETING STILE GLAZING.DETAIL rl w/m�wo
NOTE:
GLASS TYPE AND THICKNESS SHALL
INTERIOR COMPLY WITH ASTM E130DL4 0r
SEE GLAZING DETAIL GLASS CHARTRECLU:REMENTS.
0
EE GLAZING DETAIL m
r 11411" V)
Z o
� I � Z
1.175" 1.294° Imo—T Q o
ACTIVE SASH MEETING STILE PASSIVE/STATIONARY SASH MEETING H
REINFORCEMENT DETAIL STILE REINFORCEMENT DETAIL > e
EXTERIOR Lu w E
/BIHORIZONTAL SECTION SASH REINFORCEMENT REQUIREMENTS w
9 JACMWSTATONARYMEETINGSTILE $IZE REINFORCING
REQUIRES STEEL REINFORCEMENT IN
UNIT HEIGHT r 54" ACTIVE AND PASSIVE OR STATIONARY
SASH MEETING STILES Z. a
-INTERIOR `o`O ,K y3 VI, K
INTERIOR t1 y ..t...F #
WOOD TRIM UNITHEIGHT.54" NOT REQUIRED ,�
WOOD TRIM N,6^
Ofd w
1 �—
EJ SILL FRAME EJ HEAD/JAMB FRAME ,*pµC�``
{u'n Iiizk"'v-
ALTERNATE EJ FRAME Z
MAY BE USED AS EQUAL ALTERNATE FRAME TYPE DWG#:
AW0095
SHEET: n OF A