HomeMy WebLinkAboutAPPROVED Shwinco Sliding Door Drawings SHWINCO ARCHITECTURAL cc
INSTALLATION NOTES:
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1. ONE(1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR
LOCATION SHOWN. USE ANCHOR STRAPS FOR SILL. VKUUUL; I 5"m INUM
•a .•��s 14A/� �
OPTION: ONE(1)ANCHOR STRAP CAN BE USED IN LIEU OF SCREWS. �0 F
2, THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUME"'100"' 9700 SLIDING GLAS "', Do"', R
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF % ®�
DEPICTEDil/2 INCH OF THE (I MPA (3 T)
(LE,WITHOUT CONSIDERA CONSIDERATION TOLERANCES).TOLERANCES OT ARE NOT
GENERAL NOTES:
CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED FL �►��
AND MANUFACTURED TO COMPLY WITH THE TITL : fdl� #�1t$q�l
4. SHIM AS REQUIRED AT EACH MSTALLATION ANCHOR WITH LOAD FLORIDA BUILDING CODE(FBC), EXCLUDING
BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. HVHZ AND HAS BEEN EVALUATED ACCORDING SERIES 9700 561) (IMP.)
SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S)SHALL TO THE FOLLOWING IN5TALLATION&
BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
• AAMA/NWWDA 10IJI.S.2-97 GENERAL NOTES
5. FOR THROUGH FRAME OR ANCHOR STRAP INSTALLATION INTO WOOD AAMA/WDMA/CSA 101/I.S.2/A440-05 PREPARE ) FOR:
FRAMING USE#10 PAN HEAD WOOD SCREWS OF SUFFICIENT LENGTH ASTM E1886-02/05 TABLE OF CONTENTS SHWINCO ARCHITECTURAL
ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. ASTM E1996-02/05 PRODUCTS,LLC.
SHEET REVISION SHEET DESCRIPTION
6. FOR THROUGH FRAME OR ANCHOR STRAP INSTALLATION THROUGH 2, ADEQUACY OF THE EXISTING STRUCTURAL
1X BUCK TO CONCRETE/MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND 1 - INSTALLATION&GENERAL NOTES DATE: 5-26_15
CONCRETE/MASONRY,USE 3/16 INCH DIAMETER ITW TAPCON FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING
OR EQUAL OF SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH MINIMUM AND TRANSFERRING APPLIED PRODUCT LOADS TO THE 2A - ELEVATION&ANCHOR LAYOUT DRN BY: KR5
EMBEDMENT. FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR 2B - ELEVATION&ANCHOR LAYOUT
7, FOR FIN INSTALLATION INTO WOOD FRAMING USE 5d ROOFING NAILS OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3 - VERTICAL SECTIONS CHK BY: COS
#8 PAN HEAD WOOD SCREWS THROUGH FINS WITH SUFFICIENT LENGTH 3, 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 4 _ HORIZONTAL SECTIONS SCALE, NTS
TO ACHIEVE 1 1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE 5 - GLAZING DETAIL,COMPONENTS&BILL OF MATERIAL �i�/ ��yO�V9
8. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND RECORD FOR THE PROJECT OF INSTALLATION,
SIDING. Fw
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE It
9, INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR p
OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION DESIGN PRESSURE RATING
COATING. TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SIZE DE51GN PRE55URE5 MISSLE IMPACT
10. FOR HALLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. RATING
INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS z
MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO 5, APPROVED IMPACT PROTECTIVE SYSTEM IS NOT 147"x 96" +6Q/-Fs0 PSF LARGE AND SMALL CH
FACE SHELL OF BLOCK. REQUIRED ON THIS PRODUCT IN AREAS REQUIRING (OXX) MISSILE TE5TED 1—
IMPACT RESISTANCE.
11. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH 141.5" x 96" LARGE AND SMALL
ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS 6. DOOR FRAME MATERIAL,VINYL(PVC) (OXXO) +65/-65 PSF MISSILE TESTED cVr)
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 7. GLASS MEETS ASTM E 1300-04 GLASS CHART p
REQUIREMENTS.SEE SHEET 5 FOR GLAZING 141.5 x 79.5 +�()/-�0 PSG LARGE AND SMALL
12, INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED DETAIL. (OXXO) MI551LE TESTED
ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES:
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55, 8. DESIGNATIONS"X"AND"0"STAND FOR THE FOLLOWING:
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI. X:OPERABLE PANEL DWG #:
C. MASONRY(OR GREATER)-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N, 0:FIXED PANELg a o
1003
D.STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM WALL 9. APPROVED CONFIGURATION: 2 TRACK:OXX,XXO,OXO, SHEET:
THICKNESS OF 47.8 MILS.(18 GAUGE). OXXO
.. .......
ONE(1)INSTALLATICN ANCHOR,STAGGERED
PER LOCA'fIGN 7YP.FOt'2 HEAD IJAMBSl SILL,
EXT.TRACK
147T00"MAX.FRAME WIDTH--- INT.TRACK 5 R.
--a 1-0 MTH .- p C PANEL Wla7H M" " " FF2Qti4 P NFR IT HEAD&SILLL TYP. FROM CORNER
�� �'^.�
3 3
r Q JAMB TYP.
lz 50,MAX.
0t.00- 03.2V 82,125" X D.O 4 X Q x x O O.0 JAMBS AL.
3
R E PAL, _ O 1'P.
F
HEIGHT HEIGHT HEIGHT
TITLE:
SERIES 9700 SGD (IMP,)
ELEVATION&
--ONE(1) ANCHOR LAYOUT
�� INSTALLATION
ANCHOR OR w�y n (�
ANCHOR
STRAP PER PREPARED FOR:
LOCATION
5HWINCO ARCHITECTURAL
�Yp� [1 W3,
1 o t1Ip �qpPRODUCTS,LLC.
ENI�i IVN 3 3 ONE(I)rNsrAtLA€oN� ANCHOR Lf� YOUT
ANCHOR ORANCHOR THROUGH FRAME OR ANCHOR STRAP DATE: 5-26-15
STRAP PER LOCATION �/
DRN BY: KRS
ONE(1)INSTALLATION ANCHOR,STAGGERED
PER LOCATION TYP.FOR HEAD(JAMBS I SILL. C!"3K BY: CDS
EXT,TRACK
SCALE: NTS
INT.TRACK REVISIONS
�
--141.50"MAX,FRAME WIDTH ---^^•-^•-•-141.50"MAX.FRAME WOTH•�-^^ -_-- -- R E 1 f r S I ON S
3.00"MAX. Y �i 4M
26.00'MAX 37,125"MAX 0.00"MAX,O.C. FROM CORNER FROM CORNER 3.00"MAX. ui
D.L.O.WIDTH —PANEL W OTH A C (p HFAD&SILL TYP. TYP'
3
CL �JAMB TYP.
Al
12 50"PAA7C
4 I 4 O.C.0 JAMBS
C TYP.
ss MAX. MAX.
b X i X O O X X 0
MAX.MAx. ar. M (.
FRAME PANEL D.L.O.
HEIGHT HEIGHT HEIGHT Q 113 O 3�f I U
IUi 3 fUl uj
ONE(1)INSTALLATION Q
ANCHOR OR
i ANCHOR STRAP PER
1 LOCATION
1 I DWG #:
`ONE(1)INSTALLATION SA1 •b•1003
ELEVATION 3 3 3
ANCHOR OR
ANCHOR LAYOUT SHEET:
ANCHOR STRAP PER
LOCATION
THROUGH FRAME OR ANCHOR STRAP 2A OF 5
-141.50"MAX.FRAME WIDTH
26.00"MAX 37.125"MAX
D.L.O.WIDTH PANEL WIDTH
79.50" 72.25" 66.25°
MAX. MAX. MAX. ��+p sus os
+ro
FRAME PANEL D.L.O. w dr '®
, 6�i' �
HEIGHT HEIGHT HEIGHT Q X X Qz
SERFS 9700 560 (IMP.)
ELEVATION&
ANCHOR LAYOUT
4 PREPARED FOR:
B B1 D SHWL RODUC 5NCO ILLCTURfkL
ELEVATION 3 3 3
DATE: 5-26-15
EXT.TRACK
DRN BY: KRS
INT.TRACK ONE(1)INSTALLATION ANCHOR,STAGGERED CH K BY: CQS
141.50"MAX.FRAME WIDTH PER LOCATION TYRFOR HEAD!JAMBS 1 SILL.
12.50"MAX.O.C. 3.00"MAX. SCALE: NTS
�I @HEAD&S NER
3" ILL TYp. FROM CORNER� - 3.00"MAX.
GYP @ JAMB TYR FROM COR REVISIONS
Ll.s
14" Q
36.5'
CO
62" z
79.50,
MAX. 73.5" Q X x Q ME \
HEIGHT `—ONE(1)INSTALLATION
ANCHOR OR LLr
ANCHOR STRAP PER
LOCATION
LL1
F C5
z
- DWG #:
ANH LA"i� \—ONE(1)INSTALLATION P. e1
003
C A Y ANCHOR OR
ANCHOR STRAP PER SHEET:
THROUGH FRAME OR ANCHOR STRAP LOCATION
2 1/2"MIN.EDGE ITW T SHEATHING
INSTOTHE:RS EMBEDMENT
DISTANCE _- INSTALLATION ON A N NCHdR {FIN)
FLASHING BY OTHERS �
CONCRETEIMASONRY 5d ROOFING NAIL
BY OTHERS CAULK BET/' E INSTALLATION ANCHOR I cc
EXTERIOR FINISH FIN&SHEATHING Wl�Q�
BY OTHERS a . 2X WOOD FRAME �� . %
. EXTERIOR FINISH BY OTHERS �� r,.®®ray
` a •, BY OTHERS � JK
PERIMETER SEALANT + Y PERIMETER SEALANT SHEET ROCK
BY OTHERS
BY OTHERS .' •� � BY OTHERS
1/4"MAX.
1/4"MAX `
1A SHIM SPACE 1 SHIM SPACE �� C3pIf
�` m
EXTERIOR 1N
f 1/4"MIN. I+ o
O.R.DOOR B EMBEDMEN $
O.R.DOOR 3/4"MIN.EDGE 3 ��
HEIGHT 2 HEIGHT DISTANCE Dor an. �
EXTERIOR INTERIOR
TERIOR (FIN) 334-333-OAS Wtl�����
I
TITLE:
sEE GLAZING SERIES 9700 561) (IMP.)
3 DETAILA
1 3 VERTICAL 5ECTIONS
INTERIOR
SEE GLAZING 3 p SEE GLAZING PREPARED FOR:
DETAILA DETAILA
5#-IWINCO ARCHITECTURAL
EXTERIOR PRODUCTS,LLC.
8
O.A.DOOR ONCRETE/ DATE: 5-26-15
HEIGHT MASONRY
A VERTICAL SECTION 6 VERTICAL SECTION
3 HEAD-CONCRETE/MASONRY IA 9 ," 8 BY OTHERS ��� HEAD-xx waaa FRAME — DRN BY: KRS
THROUGH FRAME PERIMETER SEALANT CHK BY: CDS
BY OTHERS •,
SCALE: NTS
1 1/4"MIN.
EMBEDMENT ���������
SEE GLAZING • •<. SEE GLAZING
DETAILA yf ° • • ` ,+ ., .a p• DETAILA UL)
•4 •.
SEALANT BEDF-
r i INTERIOR BY OTHERS 3116"ITW INTERIOR
3 TAPCON 3 p
2 112"MIN.EDGE INSTALLATION
EXTERIOR DISTANCE ANCHOR EXTERIOR co
$ rB 1 VERTICAL SECTION
O.A,DOOR CONCRETE/
HEIGHT 2 ONGRETE/ SELL-CONCRETE/MASONRY MASONRY
MASONRY THROUGH FRAME
1A 9 b BY OTHERS 1A 9 6 BY OTHERS A..
OL
PERIMETER SEALANT PERIMETER SEALANT 13
BY OTHERS •. BY OTHERS Lu
.' • a. 1 1/4"MIN.
SEALANT BED 4 ` ` `a . a . Y .•' a a �� • EMBEDMENT
BY OTHERS SE
' * •,•a ALANT BED •." +m. e
BY OTHERS .a • a y +�' .• a . Z
L._ •.a• .� . _aa .a t a .a�, • I I.
2 1/2"MIN.EDGE I1fG `:
DISTANCE 3/16"ITW Pa .1 TAPCON
Ilff-� VERTICAL SECTION VERTICAL SECTION INSTALLATION
3 ANCHOR SHEET:
SILL-CONCRETE/MASONRY 3 SILL-CONCRETE/MASONRY
ANCHOR STRAP
I 1/2"MIN. WOOD TRIM BY OTHERS
EMBEDMENT
1/4"MAX. INTERIOR 1/4"MAX. SHEET ROCK
SHIM SPACE - 1X WOOD BUCK BY OTHERS SEE GLAZING SHIM SPACE BY OTHERS
3116"ITW TAPCON DETAILA 2 8 I cc
3/4"MIN,EDGE
CONCRETEIMASONRY INSTALLATION ANCHOR
BY OTHERS• ._..,tir_ • DISTANCE METAL BY OTHERS FRAMING
(FIN) ���
���' =,, •- f ` SMS SCREW %��
5 INTERIOR INTI RIOR INSTALLATION
A�
CAIJLK BETWEEN 1XWOODBUCK& "• •P 5 ANCHOR � 0eli°®� ��"+°
CONCRETE/MASONRY • •°.• 2 8 3 *`,
BY OTHERS
f m Nf3,: 4 m w
[Q '�
^r '� 2 8 3 _ SUFFICIENT TO SrA C?
SEE GLAZING ne R Keae�e Y.E. s
• 1 DETAILA .r r. ACHIEVE A MIN,
woad Dr. «�
•" 1 3 EXTERIOR _.2 8 .,.., 1 3 THREADSWALL
THROUGHzlt
��� f' 11R
SEE GLAZING
DETAILA
H®RIZNTAL SECTIQN EXTERIOR TITLE. '° t�� �#cr���®�
2#/2"MIN.EDGE \-PERIMETER SEALANT EXTERIOR A STILE INTERLOCK PERIMETER SEALANT
BY OTHERS �+ BY OTHERS -SHEATHING BY SERIES 9700 SGD (IMP.)
DISTANCE OTHERS
EXTERIOR HORIZONTAL SECTIONS
EXTERIOR FINISH J CAULK BETWEEN FIN
BY OTHERS O.A.DOOR O.A.DOOR &SHEATHING
WIDTH - WIDTH PREWAR ( FOR:
SEE GLAZING SEE GLAZING
— DETAILA DETAILA SHWINCO ARCHITECTURAL
HORIZONTAL SECTION INTERIOR
HORIZONTAL SECTION PRODUCTS,LLC,
4 J JAMS CONCRETE/MASONRY JAMB-METAL STUD
�✓ SMS SCREW
SATE: 5-26-15
€, RN BY.• KR5
3 EXTERIOR 3 CNK W CpS
In
SCALE: NTS
I HORIZONTAL SECTION REVISIONS
4 ASTRAGAL 1/4"MAX.
3!4"MIN.EDGE SHIM SPACE 1 1/2"MIDI. Lu
DISTANCE EMBEDMENT }-
SHEET ROCK (FIN) JI4"MAX. "c
BY OTHERSROCK
SHIM SPACE SHEET RACK
#8 WOOD/SMS SCREW
2X WOOD FRAME B p SEE GLAZING BY OTHERS
T
DETAILA 2 8 ---2X WOOD FRAME
BY OTHERS Gfl
INTERIOR BY OTHERS
5d ROOFING NAIL 5 - -
INSTALLATION ANCHOR 2 8 4 0 4 5
3
i•-t
EMBEDMENT Lu
(FIN) jo
1A 3/4"MIN.EDGE
IA DISTANCE
3 SEE GLAZING 3 8 2 EXTERIOR 2 8 3 SEE GLAZING 2 8
EXTERIOR FINISH BY OTHERS DETAILA DETAILA SHEATHING BY 7-
PEMMETER SEALANT OTHERS
FLASHING BY OTHERS BY OTHERS _� bIRIG #:
PERIMETER EA NT
CAULK BETWEEN FIN BY OTHERS EXTERIOR BRICK FINISH
&SHEATHING O.A.DOOR BY OTHERS 5AP.0.100
WIDTH
-,HORIZONTAL SECTION J HORIZONTAL SECTION SHEET:
JAMB-ZX WOOD FRAME 4 JAMB-REPLACEMENT
ROOFING NAIL
BILL OF MATERIALS
ITEM _ DESCRIPTION MATERIAL MANUFACTURER
NO. : HEAD, SILLAND JAMB(FIN) 1A HEAD, SILLAND JAMB PANEL
1 MAIN FRAME(FIN) VINYL SHWINCO \,_) VINYL VINYL VINYL
TYPICAL.WALL.THlCKNESS:.060" TYPICAL WAIL.TMCKNESS:.060" TYPICAL WALL 1 HICKNESS:.060" I cc
IA MAIN FRAME(FLUSH) VINYL SHWINCO
2 PANEL VINYL SHWINCO �5.435„ el
3 GLAZING BEAD VINYL SHWINCO 1.25° �� ®�•��®•®e$a®•gyp
4 INTERLOCK VINYL SHWINCO 1.25"
_ a. 6V44
5 TRACK COVER VINYL SHWINCO i'88` 1.88„ 4
6 TRACK ALUMINUM VARIOUSQr
-- -- - - `7
7 THRESHOLD ALUMINUM VARIOUS e p4
Gene R K��}�,P.E. �
a 4 ha elwaad Dr. ®• '
er
8 PANEL REINFORCEMENT ALUMINUM � VARIOUS
$ �
9 FIXED PANEL RISER ALUMINUM VARIOUS �r
10 ASTRAGAL VINYL SHWINCO GLAZING BEAD f d 1 INTERLOCK F 1 TRACK COVER TITS- s�����0%
���.��✓ VINYL VINYL G) VINYL SEPIE5 9700 SGI) (IMP
11 SILL RISER 0.75"(OPTION) ALUMINUM VARIOUS TYPICAL WALL THICKNESS: TYPICAL WALL THICKNESS:.060" TYPICAL WALL THICKNESS: 050" GLAZING DETAIL, B.O.M. A
12 SILL RISER 2.00"(OPTION) ALUMINUM VARIOUS 05 2.27"
COMPONENTS
13 4" X V X 0.55"ANCHOR STRAP STEEL VARIOUS I PREPARED FOP:
14 GLASS BEDDING- DOW 995/NOVAGUARD M 400 SILICONE DOW CORNING 2,265" 0,784" 5HWINCO ARCHITECTURAL
PRODUCTS,LLC.
i5 SPACER �3.32"�
16 ROLLERS STEEL VARIOUS
DATA: 5-26-15
17 MORTIS LOCK STEEL VARIOUS
DRN BY: KRS
18 HANDLE SETS STEEL VARIOUS
19 FIXED PANEL CLIP ALUMINUM VARIOUS CHK BY: CDS
TRACK PANEL REINFORCEMENT FIXED PANEL RISER SCALE; NTS
20 MOVING PANEL CLIP ALUMINUM VARIOUS �,_.,/ ALUMINUM ALUMINUM ALUMINUM
21 INTERLOCK REINFORCEMENT ALUMINUM VARIOUS
TYPICAL WALL THICKNESS:.060" TYPICAL WALLTHICKNESS:.060" TYPICAL WALL THICKNESS:.060"
REVISION
22 PANEL REINF.SCREWS#8 X 11/4"TEK PH FLT HD STAINLESS STEEL VARIOUS �8a5'< �3.628"—�I 1.883tu
23 INTERLOCK SCREWS#8 X 1 1/2" TEK PH PAN STAINLE55 STEEL VARIOUS T-
0.825" 1.6996" 1.223" g
24 INSTALLATION SCREWS#8 X 2 1/2°PH PAN HD STAINLESS STEEL VARIOUS T
25 ROLLER SCREWS#8 X 3/4"PH FLT HD STAINLE55 STEEL VARIOUS I >
era
26 WEATHER STRIPPING-FRAME.270 X.290 PILE FIN SEAL MAX
27 WEATHER STRIPPING-INTERLOCK.270 X.370 PILE FIN SEAL MAX
- -- - �C)
-+-®-� 1.00"O.A.INSULATED GLASS ASTRAGAL 1 SILL RISER(OPTION) chi
NOTE: CONSISTING OF: VINYL ALUMINUM iy
0.25" TEMPEREb GLASS, TYPICAL WALL THICKNESS:.085" POSITIVE DP.90 PSF u
1)PVC MATERIAL CERTIFICATION SHALL BE 0.50"AIR SPACE, L0
SUBMITTED UNDER CURRENT 3 r • 0.1875"HEAT STRENGTHEND GLASS, Lj
MIAMI-BADE NOA OR AAMA CERTIFIED f • 2.94"
0.070"PVB INTERLRYER BY SOLUTTA,
f • j 1 SILL RISER(OPTION)
EXTERIOR PROFILES LICENSE BY � � 0.1875`HEAT STENGTI-tEND GLASS
ALUMINUMBOVARIAN POLYMERS
r POSITIVE RP:70 PSF
2)PROPER SILL RI5ER OPT 0.$75"GLA55
ION SHALL BE NOTE: �
I z ]-- -E LLL
CH05EN WHERE INCREASED RESISTANCE BITE 1 I 1,GLAZING SHALL CONFORM -- 0,71" D � ;
TO WATER INFILTRATION 15 REQUIRED. TO APPLICABLE SAFTEY 4,73" 4,47"
GLAZING REQUIREMENTSSAPI" .1""'03
PER SECTION 2411 OF THE
.�..__...._.�-may Fso. 1.93'
EXTERIOR "cam INTERIOR �WNX„Mµ„ SNEET:
2.GLAZING SHALL MEET THE
GLAZING DETAIL A REQUIREMENTS OFASTME
1300.04,