HomeMy WebLinkAboutProduct Approval MIAIM1.�E MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESPMiami,Florida 33175-2474
BOARD AND CODE ADIM NISTRATION DIVISION E VE® T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE OA www.miamidade.gov/economy
PGT Industries,Inc. �- i
1070 Technology Drive
North Venice,FL 34275 L ST. Lucie County, Permitting
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 material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series"FD-101"Aluminum Outswing French Doors w/wo Sidelites--L.M.I.
APPROVAL DOCUMENT:Drawing No. 11005-1 Rev G,titled"Alum.French Door&Sidelites, Impact'',sheets 1
through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed and sealed by
',, Anthony Lynn Miller, P. E., bearing the Miami--Dade County Product Control Revision stamp with the Notice of
Acceptance number and Expiration date by the Miami Dade County Product Control Section.
MISSILE IMPACT DATING: Large and Small Missile Impact Resistant
Limitations:
1. Use of Tables 1 or 2(sheet 2)requires full length reinforcements(item#22)for OX,XO,XXO,OXX,OXO and
OXXO configurations.The lower design pressure from table 1 or table 2 shall control.
2. Standalone X,XX and O configuration unit do not required,reinforcement(item 422).
3. Applicable,Egress operable doors must comply with min clear width&height per FBC,to be reviewed by AHJ.
LU4. lx or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHD.
LABELING:Each unit shall bear a permanent label with the manufactrirer's name or logo,city,state and series and .
following statement: "Miami-Dade County Product Control Approved",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 number 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 revises NOA#16-0629.17 and consists of this page 1 and evidence pages E-1 &E-2,as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq 1.Chanda,P.E.
Mlarii naos coUNTY NOA No. 17-0504.01
s a Expiration Date: October 18,2022
Approval Date: September 28,2017
1 `s Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die drawings and sections (Submitted under files#listed below)
2. Drawing No. 11005--1 Rev F,titled"Alum.French Door&Sidelites,Impact",sheets I through 10 of
10,dated 04/04/2012 and last revised on 09/08/16,prepared by PGT Industries,signed and sealed by
Anthony Lynn Miller,P.E.
B. TESTS
1. Test report on 1)Uniform Static Air Pressure Test,per FBC, TAS 202-94
2) Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors (w/TPS,
Super, Cardinal&Duraseal Spacers),prepared by Fenestration Testing Laboratory, Inc., Test Reports
No(s)FTL-8717,FTL-8970 and FTL-8968, dated 02/15/16,06/07/16 and 06/20/16, all signed&
sealed by Idalmis Ortega, P.E.(submitted under file#16-0629.17)
2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked—up drawings and installation diagram of fixed sidelite (0)w/insulated laminated
glass,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No(s)FTL-6864, dated
04/02/12, signed and sealed by Marlin D.Brinson,P. E. (Submitted under files#12-0516.02/#11-
1013.22)
3. Test report 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 Aluminum outswing doors w/sidelites,
prepared by Fenestration'Testing Laboratory, Inc.,Test Reports No FTL-5212, dated 05/05/2007,
signed and sealed by Carlos S.Rionda,P.E. (Submitted under files#12-516.02/#11-1013.22)
C. CALCULATIONS (Submitted under file#15-0528.24)
1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC-
214 (5th Edition),prepared by PGT, signed and sealed by Lynn Miller,P.E.
2. Glazing complies w/ASTME-1300-02,04&-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
Ishaq I.Chanda,P.E.
Product Control Examiner
NOA No. 17-0504.01
Expiration Date: October 18,2022
Approval Date: September 28,2017
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (former E.I.DuPont
DeNemours &Co.,Inc.)for"Kuraray Butacite PVB Interlayer",expiring on 12/11/16.
2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)former
Solutia Inc.for their"Saflex Clear or colored interlayer", expiring on 05/21/16.
F. STATEMENTS (Submitted under file#15-0528.24)
1. Statement letter of conformance to FBC 2014(5'edition)and letter of no financial interest,
prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller,P.E.
2. Lab compliance as part of the above referenced test report.
G. OTHER
1. This NOA revises NOA#15-0528.24, expiring 10/18/17.
2. Test proposal# 16-0152 dated 03/09/16 approved by RER
3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. Gascon, P.E.
2. New Evidence submitted
A. DRAWINGS
1. Drawing No. 11005-1 Rev G,titled"Alum.French Door&Sidelites,Impact",sheets 1 through 15 of 15,
dated 04/04/2012 and last revised on 09/17/17,prepared by PGT Industries,signed and sealed by Anthony
Lynn Miller,P.E.
B. TESTS
1. None.
C. 1. Anchor verification calculations and structural analysis dated 08/01/17,complying with FBC-
2014
BG2014 (5TH Edition) &2017(6th Edition),prepared by PGT, signed and sealed by Lynn Miller,P.E.
2. Glazing complies w/ASTME-1300-02, 04&-09.
D. 1. Miami Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I.DuPont
DeNexxiours &Co.,Inc.) for"Trosifol: Ultra clear, clear&color PVB glass interlayer" (former
"Kuraray Butacite PVB Interlayer)", expiring on 07/08/19.
2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company(MA) former
Solutia Inc.for their"Saflex Clear or colored interlayer", expiring on 05/21/21.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(5"'edition), FBC 2017(6fh edition) and letter of no
financial interest,prepared by PGT, dated 08/01/17, signed and sealed by Lynn Miller,P.E.
G. OTHER
1. This NOA revises &renews NOA#16-0629.17, expiring 10/18/22. Ik
'Ishaq I.Chanda,P.E.
Product Control Examiner
NOA No. 17-0504.01
Expiration Date: October 18,2022
Approval Date: September 28,2017
E-1
SERIES 101 OUTSWING,IMPACT RESISTANT DESIGN PRESSURE RANJ0 IMPACT RATING
FRENCH DOOR AND SIDE LITE SEONSH TABLES 1-4 4 MSTEDFMP��S TMACE
1)GLAZING OPTIONS:SEE BELOW. BLE A,
2)DESIGN PRESSURES:(SEE TABLES 1.4 ON SHEET 2. Anchor 6HO-UM
Min.Edge Embecment
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300, Group Anchor Type substrata Distance or Metal
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. Thickness
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 1 114•Elco Cora rete mm.2.65 s) 7 4' 13/B- rRoDUCrBYY18�®➢��
F=155kal,Fu-IT7ks11 Black(ASTM C90) 1.3/4' 1-714' oWarl•!3)CONFIGURATIONS:X,O XX XOOX,XXO,OXX,OXO,AND OXXO. rete(min.3.35 ka0 1.3'4- 73ae 12 1/4.41055 Elco CroteFlezQDBlock ASTM C90 1314' 1-V4' Ey4+M•mK 4)ANCHORAGE:THE 33113%STRESS MCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.FOR F•127.4 kai,Fa189.7 keim Plne(SG=0.66) t• 1318' , \ I AANCHORAGE REQUIREMENTS SEE SHEETS 8-11.MATERIALS,INCLUDING BUT NOT LMITED TO STEEL SCREWS, urn Pm.I--d.5) 9116- 1318' rowlCTHAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OFTHE 39125teai sM3(Gr.6) E3-T6 AlUr num I3B' tB'
FBC,CURRENT EDITION. t)ALL ANCHOR HEAD TYPES ARE APPUCABLE.
2)MIN.OF 3 THREADS BEYOND METAL SUBSTRATE c F)REORGANIZED SHEETS AND
3I METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REWIREMENTSPER CURRENT FLORIDA UPDATED TO FBC 2017,ADDED
5)SHUTTERS ARE NOT REQUIRED. BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. '-TAILHABALUM.SUBSTRATE-
�JR-04!10/17
6)SEALANTS:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED
SEALANT. c y L7
GENERAL NOTES............1
7)REFERENCES:TEST REPORT FTL-0864,5212&6864;ELCO ULTRACON&CRETEFLEX NOA'S c 3 Nn
GLAZING DETAILS IY
CODES I STANDARDS USED: DESIGN PRESSURES......2 }^ ' °r,- O
8)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 02017 FLORIDA BUILDING CODE(FBC),SIH EDITION VERT.SECTIONS.............3 ID w z K o
BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 02014 FLORIDA BUILDING CODE(FBC),STH EDITION HORIZ SECTIONS...........4 O
-ASTM E13D0-09 PARTS LIST......................5 O o g
9)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA °ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION EXTRUSIONS...................6 Z LL m .J
°ALUMINUM DESIGN MANUAL,ADM-2015 =LI
BUILDING CODE.APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING -AIS75100-12 ANCHOR QUANTITY........?-13 U U d o w
JURISDICTION(AHJ). -AISC3e0-10 I INSTALLATION.................14-15 LU H
LUw
aaa
,� LU
Z E
05 y O
1)SDETERMINE THE DESIGN PRESSURE,DP REQUIREMENT �J I�3B•HOM. 'I �G7IABS STACK GlA55 STACK f` Q
I I GLASS STACK 3110 HS GLASS O IN45
(LBS1F'f�FOR THE OPENING USING THE ASCE-7 STANDARD. ® O p
3116'HS GLASS 3116-HE GLASS 118•HS GLASS p ty u)
2)ON SHEET 2,TABLES 1&2 REFER TO PRODUCTS THAT ARE ,Dgg-PVBI OR PVB2 .W PVB1 OR PV82 =
REINFORCED.TABLES 3&4 REFER TO PRODUCTS THAT ARE INTERLAYER INTERLAYER 1/4'AIR SPACE ORPVB2 � Z O Z
UNREINFORCED.DETERMINE THE DESIGN PRESSURE OF 1/8'AN OR HS GLASS 316'AN OR HS GUISS 3116* GLASS OR PVB2
¢ z UT—
YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES. u_ y -+
EXAMPLES ARE GIVEN ON SHEET 2.THIS DESIGN PRESSURE 93 94 93 94 91 94 W c
NEEDS TO BE HIGHER THAN THE OPENING'S REQUIRED 74 p
DESIGN PRESSURE FROM STEP 1. 72 IW GLASS 73 12•GLASS 1,,GLASS < z d
SITE SITE BITE
3)DETERMINE YOUR ANCHOR GROUP FROM TABLEA THIS 30 3D gD.33
SHEETAND YOUR GLASS TYPES,(A-D),FROM THE GLAZING w LYNry
DETAILS ON THIS SHEET. 71 71 3p 'C�;O'•••CEN9
71 71 F'••4t�':
4)FROM SHEETS 7-13,FIND THE SHEET THAT PERTAINS TO eN-�-"� 318'LAM[NOM. 7/16'LAMI NOM. s6 =* NO'Sams
*'
YOURPRODUCTAND DETERMINE THE ANCHOR QUANTITIES 13/16'LAMI IG NOM. - - -
REQUIRED. GLASS TYPE A,(PVB1), GLASS TYPE C,(PVB1), GLASS TYPE E
GLASS TYPE B,(PVB2) GLASS TYPE D,(PVB2) SAO'•,• ATE I�-.:
5)ANCHORS ARE TO BE INSTALLED USING THE LOCATION
GUIDELINES GIVEN IN THE NOTES ON SHEETS 7-13.SHEEP 14 �S ��•••CJ'
&15 SHOW INSTALLATION CROSS-SECTIONAL DETAILS. "II;S70NAL7EN�
AN ANNEALED
HS=HEAT-STRENGTHENED PVB1=.090'TROSIFOLO PVB BY KURARAY AMERICA INC.
TP=TEMPERED PV132=.090'SAFLEXrKEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO. A.LYNN Mull,P.E
i
r
TABL : TABLE T NOTES FOR ALL CONFIGURATIONS:
DESIGN PRESSURES FOR REINFORCED DOORS,ALL GLASS TYPES DESIGN PRESSURES FOR UNREINFORCED DOORS.ALL GLASS TYPES 1)FOR CONFIGURATIONS WHICH•
X FRAME XX FRAME FRAME HEIGHT X FRAME XX FRAME FRAME HEIGHT CONTAIN A SIDE LITE TO DOOR
WIDTH WIDTH 6a-793!4" 7°-83314" 87314' 91314° 8°-95314' WIDTH WIDTH 6a-793'4" 7°-63314" 8)314" 91314' 8°-95 y4' CONNECTION,(XO.OX,XXO,CX),
OXO,OXXO),THE LOWEST DESIGN
3° 3712" B° 713144+75.0-75.0 +75.0 -75.0 +76.0-75.0 76.0 -76.0 75.0 -76.0 2612" 4°47314" +68.6 -58.8h155.4 55.4 +52,4 -524 +49.8 -49.8 +47.4 -47.4 PRESSURE SHALL PREVAIL
2712" 613/4° +54.9 -54.9 51.8 +49.0 1 19.0 +456 -48.5 +443 14.3
2912" 55374• +51.7 -51.7 18.8 +48.1 18.1 +438 -43.8 +41.6 11.8 2)RILL LENGTH REINFORCEMENT
TABIEz (ITEM 22 SHOWN IN SECTION E-E,
DESIGN PRESSURES FOR REINFORCED SIDE LRES 26 3112. 6°59374'+450 -49.0 162 +43.61 13.8 1.431.4 +353 39.3 SHEET 4),IS REQUIRED AT DOOR PRODBCfREVrED
FRAME HEIGHT 2°3312" 6'83 374 +431 -431 -43.1 +41.5 11.5 +39.3 -39.3 +373 37.3 TO SIDE LRE CONNECTIONS, --pb a+ft�+b�'TYPES W�H ° 3512' 67314' 38.1'-351 38.1 +38.1 38.1 +37.5 -37.5 +356 356 WHEN USING TABLES 1 82. N° odl6a-79314' 7°-83314' 873/4' 91314° B-&5314' ° Eapb� .-'; 2?_3 3712" e°71 314'+340 -34.0 340 +34.0,-34.0 +34.0 -34.0 +34.0 34.0
273141 +75.0-75.0 +75.0 -75.0 +75.0-76.0 +75.0 -75.0+76.0-760 3)DOOR AND SIDE LITE
A 30118' +75.0-76.0 +76.0 -75.0 +71.4 -7t.a .67.8-87.8+84.2 -642 TABLE a: COMBINATIONS FROM TABLES 3 pay
AND 4 DO NOT REQUIRE
38314' +75.0-75.0 i
-74.9 +70.4 -70.4 66.61-66.6+631 53.1 DESIGN PRESSURES FOR UNREINFORCED SIDE LRES REINFORCEMENT ITEM 22. 8 G)NOCHANGSSTHIssHEET.-
B,GD ORE 30314' +75.0-75.0 -75.0 +75.0 -76.0 +75.0-75.0 +75.0-75.0 GLASS FRAME FRAME HEIGHT iJR-O4Ad77
FOR MAX.SIZES OF CO UNSEE SHEETS 16-13. TYPE WDTH 8"-79314' 7°-03314' 87314' 91314' 9°- ya. 4)DESIGN PREBSURES UNDER 40
9`'` PSF ARE NOT APPLICABLE IN
DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS 10314° +750 45.0 +75.0 -75.0 +75.0 -76.0 +75.0 -75.0 +75.0 -75.0 MIAMI-DADE COUNTY.
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE.APPLICABLE EGRESS 12314' +75.D -75.0 +75.0 -75.0 +75.0 75.0 +75.0 -75.0 +75.0 -75.0 U Y CO
REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION(AHJ). 19' +724 -724 +68.6 SB.6 +65.0 55.0 •61.9 -819 +59A 59.0 5)FOR DOOR-ONLY > ow
"•'v
CONFIGURATIONS(X,XX),ONLY Ix `v p
A'B'C'O 21314' +84.5 -84.5 +61.0 51.0 +57.8 57.8 +55.0 55.0 +524 524 TABLE I IS APPLICABLE Ove o to
ORE 27314' +528 529 +49.9 19.8 +47.2 17 +44.7 44.7 +42.6 128 REINFORCEMENT,PART#22,IS ((9N
NOT REQUIREDO o
30 VB' +352 75.2 +35352 352 + 352 +352 352 +34.4 3 .4.4 Z LL 5 W O
38314' +34.0 74.0 +34.0 -34.0 +34.0 34.0 +34.0 34.0 +34.0 34.0 6)FOR SMGLE,STAND-ALONE = R o 7
FOR MAX.SIZES OF COMBINED UNITS,SEE SHEETS 10.13. SIDE LITES(0),ONLY TABLE 215 00
d
APPLICABLE.REINFORCEMENT, Z y
PART=,IS NOT REQUIRED w w
EXAMPLE 1,(USING TABLES 1 8 2):XO WITH GLASS TYPE B, EXAMPLE 2,(USING TABLES 1 82):OXXO WITH GLASS TYPE A Z o
REINFORCED, REINFORCED, 7)CONFIGURATIONS WHERE THE to
3312'WIDE X 79-3/4'HIGH SINGLE DOOR WITH 18'X 79.3!4' 68'WIDE X 85'HIGH DOUBLE DOOR WITH(2)36.12'X 85'SIDE DOOR LOCKSTILE ABUTS A -6 N
SIDE LITE(SEE NOTE 8) LITES(SEE NOTE 8) SIDELITE ARE NOT AVAILABLE O N
. w O w ».
WITH REINFORCEMENT
DOOR DESIGN PRESSURE=+75/-75 PSF DOOR DESIGN PRESSURE=+75/-75 PSF � O
SIDE LITE DESIGN PRESSURE=+751-75 PSF SIDE LITE DESIGN PRESSURE=+70,41-70.4 PSF = N
OVERALL DESIGN PRESSURE=+75/-75 PSF OVERALL DESIGN PRESSURE=+70.41-70.4 PSF 8)FOR SIZES NOT SHOWN,ROUND € U rn z
UP TO THE NEXT AVAILABLE SIZE. w ,los
(E.G.FOR 32-W DOOR WIDTH IN rc a
EXAMPLE 3,(USING TABLES 3&4):OXO WITH GLASS TYPE C, EXAMPLE 4,(USING TABLES 3 8 4):OXXO WITH GLASS TYPE B, TABLE 3,USE 33.12') o LL z -'
UNREINFORCED, UNREINFORCED, CO c
30'WIDE X 87-314'HIGH SINGLE DOOR WITH(2)26'X 87,14' 71-314°WIDE X 95-314'HIGH DOUBLE DOOR WITH(2)36.3/4'X O
SIDE LITES(SEE NOTE 8) 953/4'SIDE LITES ¢ o 0
DOOR DESIGN PRESSURE=+43.6/-43.6 PSF DOOR DESIGN PRESSURE=+341,4 PSF
SIDE LITE DESIGN PRESSURE-+47.2/37.2 PSF SIDE LITE DESIGN PRESSURE=+341,4 PSF I
OVERALL DESIGN PRESSURE=+43.6/33.6 PSF OVERALL DESIGN PRESSURE=+34/34 PSF
�,r0 JGEN3F M�C(�i:
EXAMPLE 5,(USING TABLE 1):X WITH GLASS TYPE A, EXAMPLE 6,(USING TABLE 1):XX WITH GLASS TYPE A •.,�
32'WIDE X 90'HIGH SINGLE DOOR(SEE NOTE 8) 633!4'WIDE X 91,/4'HIGH DOUBLE DOOR(SEE NOTE B) _*: N4,58795
DOOR DESIGN PRESSURE=+751-75 PSF DOOR DESIGN PRESSURE=+75/-75 PSF _
GLASS TYPES(ALL TABLES,THIS SHEET):
A 318"LAM)(1/8'A_090 PVB,3/18"HS) �O•�'•,
B.318"LAMI(118'HS,.090 PVB,3116'HS) ''�eS,••.F?om0?:.•'G�'��
C.7116'LAMI(3116'&.090 PVB,3116'HS)
D.7/16°LAMI(3116'HS,.090 PVB,3176'HS)
E.13/16'LAMI IG(3116'TP,1/4'AIRSPACE,1/8'HS,.090 PVB,3/16'HS) A LYNN NUER PE
P.E.9mms
3
40 EXTERIOR INTERIOR
EXTERIOR INTERIOR
ryeOW[fREVI68C
10 1 2 60 �
nem.
At.sp4.m No l�ta�}.O�
37 64 AT HEADIJAMB
60
65 ATSILUJAMB M—eP.+
CLEAR-COLORED
SEALANT111G)NO CHANGES nns sH
JR-09CHAN
EET.-
EXTERIOR INTERIOR -
62
110117
Y C7
® 63 z aoo
O O
N _
0 Pi y O
MA).
Z LL m -Wi
MAX MAX MAX SIDE UUc ®R t11 /s
OLO FRAME 01-0SL E 62 F Z�
HEIGHT HEIGHT o> a W
oZ V O
W 0
m O
® It 7
®$ 0 2 l vs
$ p O rn
F
U W Z
30 w �ws
O w U J
W � ~
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12 SL VIEW G-G a > d
CORNER ASSEMBLY
IAM
� • �7oNloP.:'��:
�S C�
DOOR SECT.A-A SL SECT.B-B 'o,sip Ee\,•��
14-16,102 AfAL``
VERTICAL VERTICAL !
A.LYNN1I=P.E
PED 5810.5
4 49
F. AM.WC FRAME WIDTH
rnowlcrsEv�sm
I'.. MAX..
e6 •4'LaF - Cra�
Dlo —1 °XX'SECT.C-C f DLo —I 31 g GRN�'cnANGESTHIssHEEr.-
35 36 34 44 HORIZ. 46 45 S NOT REQUIRED FOR REINFORCEMENT
32
STAND-ALONE70C
W `� Y
MAX.W FRAME WIDTH DOORS. 20 U•>
a p
g; s In o
REINFORCEMENT
Z LL S u
NOT REQUIRED FOR INTERIOR U L
c STAND-ALONE 7C FW-Z
DOORS. n> W
o LLI
z o
MAK N LL
DLo� 'X'SECT.D-D W z I
46 21 5 HORIZ. ExrERIOR 0 81 o ,°
_ c
SPACING,SAME AS y; L)
JAMB ANCHOR SPACING 67 REINFORCEMENT ¢ w ~ w„S
(SEE SHEETS 7,8 AND 9) MAX.SL FRAME WIDTH MAX.SL FRAME WIDTH NOT REQUIRED FOR o LL z
I I I STAND-ALONE'O' O '`
SIDE LITES.
NOTES: ¢ g N o
t)CLEAR OPENING FOR WAND 70CDOORSASFOLLOWS: O 4 S Cl
62 WIDTH:
x DOORS=DOOR FRAME WIDTH-SAM °aa"°n"i•'s
7W DOOR=DOOR FRAME WIDTH 12-4.878
HEIGHT:
D DOR FRAME H EIGHT-1259'
66 ��: ucENB�•l�
2)SIDELREWAND 70CDOORS. WHEN
ASSEMBLEDTOMAKE XO',OX,'OXO'IXD,-O)W AND VXW7
CONFIGURATIONS- No 58705 •.t�n
'
I _MAK MAX. I 3)FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR 'D
SEE NOTE 3, DLO—I OLo+f AND SIDE LITE COMBINATIONS FROM TABLES I AND 2, ISS
THIS SHEET 22 SHEET2.ITEM221S NOTREOUIREDWIfHCOMBINATIONS �0.(�'• '«
62 62 66 FROM WAxf TABLES
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FROM
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9 998 ]0999 GASKET EIWEEN FO:AD6FM EAMB
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11 11000 91670Y OOT P..i lI FOAMLD
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29 1118 710X1NFA MID XJWPRFLSMS SUPER
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ITEMS M 17-19,28.
7-19,28,29,56-59.68,69,75-79,84-91 8 99.101 ARE NOT 111111// i
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DOOR PANEL DOOR PANEL 8063-T6
3Q TOP&BOTTOM RAIL SIDE RAIL DOOR PANEL DOOR PANEL
8063-T5 6063-T5 O INTERIOR ASTRAGAL O EXTERIOR ASTRAGAL HINGE
8063-75 6063-T5 32 6063-T5 o Na
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3.855 3.111 I .125 I .805 L �--363 .8 C
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gym' s
X DETAILS V &�JENS ROSOWSKI `ay
I, * 4
� luU���```` � D-101 LMNTS � 70F 15 �211005-1 � G i=ii
Les: za•ne'MAX o.c Design Pressure
XX DOORS, s 9•MA%. see s6aaL 2 raft e 1
ALL GLASS TYPES MAX (-
ANCHOR TYPE S 2,3,WOOD 1,2,CON 13-IIV MAX.
SUBSTRATE 3ALUM _
LOAD ZONES / \
Ulm,
NOTES:
1)SEE SHEET I FOR GLASS AND ANCHOR TYPE DESCR�iIONS. PRODUCI'AEV®MAX2)DOORS MAY BE LEFT OR RIGHT-HMIDED.AX.D.FROUAMFRAME / \ MAX.O.C. 3)ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(4-MIN.HEIGM' �,� O.C.FOR CONCRETE,4'MIN.O.C.FOR CMU): 'A
® 95 We JAMBS(ALL}13-1/4'MAX FROM CORNERS AND 23-LS'MAX O.C. 1 S
47.75 79.75 4 3 4 2 M�1X'OLO // MAX. HEAD B SILL OF DOORS:6'MAX FROM CORNERS,W MAX FROM
83.75 5 4 4 2 - \ / FRAME ASTRAGAL CENTERS AND 20-7/8'MAX O.C.
HEIGHT F)NEW SHEET COMBWING SDP
87.75 5 4 4 2 \ / 4)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE.
91.75 5 4 4 2 ELEVATIONS,ZONE ELEVARONs
249N8\ / 5)FOR ANCHORAGE DETAILS SEE SHEET I4. ¢ANDANCHORTABLES.-JR-
95.75 5 4 4 2 MAX.DLQ\ /
51.75 79.75 5 4 4 2 \ / n p
83.75 6 4 4 2 j ao 'Na
87.75 5 4 4 2 CI c p
91.75 5 4 4 2 ' N
71.1 MAX DOOR FRAME WIDTH
85.75 6 4 a 3 TYP.ELEVATION OF XX CONFIGURATION °M �� a) o
55.75 7&75 5 4 4 2 i LL m FILE
83.75 fi 4 4 2 HEAD =LL ��
87.7s 5 4 4 2 �zONE'D',MNC Z •D•� F z HEAD ud s�t� H- •oo a+�o
91.75 6 4 4 3 _
ow 7
95.75 6 4 4 3 / \ o �i LU
59.75 79,75 5 5
EXAMPLE:
63.75 5 5 4 2 / \ XXWITH GLASS-EA. °8 p
/ \ 6"4'WIDEX91 VTO 4'HIGH DOUBLE DOOR. K m
87.75 6 5 4 3 / \ ANCHOR TYPE 3 INWOOD 8 Iwo
91.75 6 5 4 3 / \ DESIGN PRESSURE=.751-75 PSF, ®2 p
95.75 8 5 4 3 SEE EXAMPLE 6,SHEET 2 FOR OF EXAMPLE F
m / \ O.C. W U Z
63.75 79.75 5 5 4 2
83.75 6 5 4 3 0 °�
H 91J14• DOOR ANCHOR REQUIREMENTS FROM TABLE
87.75 6 5 1 4 3 \ / 6ANCHORS@ EACH JAMS
81.75 6 5 4 3 \ / 5 ANCHORS EACH DOOR PANEL@ HEAD w j O
95.75 6 4 3 \ / SANCMORS EACH DOOR PANEL®SILL O Q O
67.75 79.75 6 5 1 4 1 3 \ /
83.75 B 5 4 3 \ / O SEE CIRCLED VALUES ON TABLE 6.
87.75 6 5 4 3 \\ // x =DENOTES ANCHOR LOCATION.
91.75 7 6 4 3 \ // 13-114• `��'��O'UCENSF ��/�'i
85,75 7 6 4 3 if m Ef X E, w
71.75 79.75 6 5 4 3 20.7(8' s•ET
AX *: No.58705
83.75 6 5 4 3 SILL87.75 6 5 4 3 ZDNE'D' 'P $ '
633fa' 'O•. �.
91.75 43
95.75 7 s 4 3 LOAD ZONES FOR XX CONFIGURATION �'%�s`.-�OR•gP'-
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TAB
6•L+Ax. Design Pressure
OXO,ALL GLASS TYPES 2378 MAxo.a�I+-.�I IIS�&vxI Rant-d: NA
MAX. 6'MAX. Fes- I 3 I Imo- -243!4'MAX.O.C. Umdnfwced:Sm Sheet 2•TBUes 3&4
ANCHOR TYPE&SUBSTRATE 2 3 0 CONIC
LOADZONES 13-I(4'MAX
N L w I( /
y,-;� / ruvoucraey�
MAX MAX R MAX MAX G.C.
m a m a / ®Pb4wsw FblldF
SIDE LITE FRAME FRAME FRAME i = i / p K�•�sN.l -O •OI
WIDTH W1D7H HEIGHT r / e 95.'Ya• �I`''b' �-•
0 o x o . x _
10.75 25S0 79.75 4 2 7 4 2 3 / eo-yg ® / FRAME Ww'Pdr C `
83.75 42 7 4 2 3 MAY OLO HEIGHT �
87.76 4 2 7 4 2 3 F)NEWSHEETCOMBOIWGSIZE
E \ E -°�ELEVATIONS•ZONE ELEVATIONS
91.75 4 2 7 4 2 3 \ 4 .e AND ANCHOR TABLES.-JR-
95.75 4 2 7 4 2 3 \ 041107
12.75 27.51) 79.75 4 2 7 4 2 3249116\
LL
03.75 4 2 7 4 2 3
{LI rn mg
87.75 4
91.75 4 2 7 4 2 5 }^ ww _
95.75 4 2 7 4 2 5 30-14'MAX BIDE �IIJ I U. N 0
19.00 29.50 79.75 4 3 8 4 2 3 LITE FRAME WIDTH`I� 37- D -.I 0 J o v� Z $
83.75 4 3 8 4 2 3 II�� 11 Z LL m a
10312'MAK DOOR•SIDE LITE FRAME WIDTH NOTES: =ui a
87.75 4 3 8 4 2 5 1)SEE SHEET I FOR CLASS AND ANCHORTYPE DESCRIPTIONS. 'o N
91.75 4 3 8 4 2 5 Z I- 9N
9s.�s a 3 8 a z 6 TYP.ELEVATION OF OXO CONFIGURATION 2J000RSMAYBEIEFTORRGHTlUWD®. ^> W �e
[NOTAVAMBtE WITH REINFORCEMENTI �T
21.75 31.50 79.75 4 3 8 4 2 3 - o Z�% 0
HEADHEAD 1 HEAD 3j ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS W O
83.75 4 3 8 4 2 5 ZONE'E7 ZONE'F• ZONE'E' (4-MIN.O.C.FOR CONCRETE-V MW.O.C.FOR CMUj o&
87.75 4 3 B 4 2 5 JAMBSIALL1:1-V4•
3MAX.FROMCORNERSANDZ&1B' X
MAX'O.C. O
91.75 5 3 8 4 2 5 / HEAD-&SILL OF DOORS:6'MAX FROM CORNERS,9-MAK 9$ O la's
95.75 5 3 10 4 2 5 / FROMASTRAGAL CENTERSAND 20.713`MAX O.C. 0 y
/ HEAD&SILL OF SIDE LRES.B'MAX.FROM CORNERS AND m
27.75 33.50 79.75 5 3 8 4 2 3 / zs3r4'MAX O.C. Z
83.75 5 3 8 4 2 5 // 4)FOR SIZES NOT SHOWN,ROUND UP TOTHE NEMAVAIIABLE LL F
87.755 3 8 4 2 5 / SDE. OW
91.75 8 3 10 4 3 5 w / i w
5)rORANCHORAGE INSTA-LA DETAILS SEE SHEtZS O 7 O
95.75 1 6 3 10 4 3 5 / N 14&15. Q x0
36.13 35.50 79.75 6 4 1 8 1 4 1 3 1 5 �n0 >=ao sxu
6)CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTSA
83.75 6 4 B 4 3 6 \ SIDE LITE ARE NOT AVAILABLE WrrH REINFORCEMENT.
87.75 7 5 8 4 3 5 \ `1Ij11Y LYN� '�.
\ 7)SIDE UTE OVERLAPS DOOR BY 314.ONCE ASSEMBLED.
91.76 7 5 10 4 3 5 \\ :�'�ar'vCEN3F'•��(�'�
95.75 7 5 10 4 3 5 \ .,P
36.75 37.50 79.75 6 4 8 4 3 5 \ ;*: No.58705
83.75 6 4 8 4 3 5 \ -
87.75 7 5 10 4 3 5 \ -?�'•. qq
91.75 7 5 10 4 3 5 -o
st •tV��
sni _�__ BILL __�_ sluOS''•.�2omoa.-'G\2.`
95.75 7 LO 4 3 5 ZONE•E• ZONE'P zONE'E7
ANCHOR WANTIIIES FOR THE DOOR AND SIDE LITE TO BE
DETEMNED INDEPENDENTLY. LOAD ZONES FOR OXO CONFIGURATION
A LYNN MILLER,P.E
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ALUM.FRENCH DOOR 8 SIDE UTES,LM g 04/04/12
XXO B OXX DETAILS o�JENS ROSOWSKI o
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//Nr 111*1I11�1` D-101 L NTS 111 12 OF 15 Ez 11005-1
1 9•MAXMAX 9•MAX
20-7/9-MAY O.C. Design Pressure
O)(XO,ALL GLASS TYPES MAX�{ I - $s L"A � � ��-24-&C* O.C.Max
RdnMce� See shoe(;Teles---1&2
U,..fd.I See Sheat 2,TetYes 3 8 4
ANCHORTYPE B SUBSTRATE 2.3 ALUM11 WOOD 1.2,CNC
LOAD EINES / \
I / \ NOTES:
L / \
23-18' / \ 1)SEE SHEET IFOR QASSAND ANNOR
TYPE DESCRIPTIONS. mou"PBEYItm
US N MAX O.C. / / \ SEE TABLES t-0, �y w1O de Wo1LL
MAX MAX 75( MAX m a m 3 3 / \ SHEET2FN 95414• z)DONS MAY BE LEFT OR RIGHT41ANDED. ealBgQi
SIDE LITE DOOR M ¢ , ug / \ REINFORCFJAENT MAX, pm70ueNo 1 -o •O 1
FRAME FRAME BHT i i x / \ REDUIREM>84TS FRAME 3)ANCHOR QUANTITIES ARE BASED ON b eYi Oi1e }22.
WIDTH W O O O o X ® - HEIGHT SPACING AS FOLLOWS(4•MIN.O.C.FOR (�•• [-/L
x MAX DLO \ / CNCRELE•4 MIN.O.C.FOR CMU): Lz-4-
10.75 47.75 79.75 4 2 6 4 2 3 \ / .LIMBS(ALL):134/4•MA).FROM
83.75 4 2 7 4 2 3 \ CORNEAS AND 23-UB•MAX O.C.
NERD 8 SILLOF DOORS 8'
-FROM
87.75 4 21 7 4 73 4,j \1,4 // d CORNERS.9'MAX FROM ASTRAGAL F)NEW SHEET COMBINING SIZE
CENTERS AND 20.7/8'MAX O.G :ELEVATIONS.ZONE ELEVATIONS
81.75 4 2 7 4 2 3 o AND ANCHOR TABLES.
/ 33READ 851LL OF 50)ELITE5:6'MAX a 04110117
95.75 4 2 7 4 2 3 MAX Dl0\ / MAX DLO FROM CORNERS AND 2"C MAX O.C.
12.75 51.75 79.75 4 1 2 1 71 4 2 3 - \ / F-- F
4)FORSIZES AVAILAOT BLE
WN,SIZE.
DUPTO of
6175 4 2 7 4 2 3 THE NEXTAVAILABLE SIZE. w =
87.75 4 2 7 4 2 3 A Z °i 12 3:
5)FOR ANCHORAGE INSTALLATION DE TARS K v
91.75 4 2 7 4 '2 3 SEE SHEE S 14815.
36314•MAX BIDE 713!4•MAX DOOR FRAME WIDTH
95.75 4 2 7 4 2 5 LITE FRAME WIDTH 6)CONFIGURATIONS WHERE THE DOOR � ,y y G
19.00 55.75 79.75 4 3 7 4 2 3 143.3M'MAX.DOOR-SIDE LRE FRAMEWIDTH LOCKSTILE ABUTSASIDEUTEARENOT J J O Z
83.75 4 3 7 4 2 3 AVAILABLE WITH REINFORCEMENT. Z LL so W
TYP.ELEVATION OFOXX000NFIGURATION = d ®e y
87.75 4 3 7 4 2 3 7)SIDE UTE OVERLAPS DOOR BY 3M•NCE tt
91.75 4 3 7 4 2 5 _ ASSEMBLED. F I Zu W G sad
85.75 4 3 8 4 2 5 �_ZONEEE'' -ZHEAD ONE �ZONED'P ZNEg•� >'v� W
21.75 59.75 79.75 4 31 8.4 2 3 or Z LL
83.75 4 3 8 4 2 3 / \ N O
87.75 4 3 8 4 2 5 r / \ EXAMPLE• ^5
/ \ OXXO WITH GLASST'PE B, K
91.75 5 3 8 4 2 5 I / \ 71-Wr WIDEX95314'HIGH DOUBLE DOOR 0 r,•,6
95.75 5 3 8 4 2 5 23-11 / \ ANCHOR TYPE INTO CONCRETE,
/ \ DESIGN PRESSURE=-34/34 PSF.
27.75 63.75 79.75 5 3 8 4 H 3 / \ m SEE EXAMPLE 4,SHEET 2 FOR DP EXAMPLE Z
83.75 5 3 8 4 2 5 m / \ w U,
87.75 5 3B 4 2 5 DOOR ANCHOR REQUIREMENTS FROM TABLE II: O D- -t
4ANCHORS®EACH SIDELITE JAMB w
91.75 5 3 8 4 3 S. x o
m \ /
SAN O
ORS EACH DOOR PANEL O J X
95.75 8 3 10 4 ANCHORS EACH DOOR PANEL®SILL
36.13 61.75 79.75 6 4 8 4 3 5 3 ANCHORS EACH SIDE LITE®HEAD
\ / 3 ANCHORS EACH 601E LITE®SILL ensxm:aNaS
83.75 6 4 8 4 3 5 \ /
87.75 7 6 8 4 3 5 \\ // ��t�p1YILYNNI7'']i
91.75 7 5 10 4 3 5 \ / O SEE CIRCLED VALUES N TABLE 11.
95.75 7 5 10 4 3 5 \ / `� '� 'UGFJ4 -•.!!'�i
\ / X=DENOTESANCHORLOCATIN. •. -•.ct�`P �
38.75 71.75 79.75 8 4 8 4 3 5 No.68705
83.75 6 4 9 4 3 5
87.75 7 5 9 4 3 5 SILL I` 7'e• -� `" �j L']_ - r
91.75 7 5 10 4 3 2ONE'E• SILL SILL ��Q�•, S} 'T,�•���
i
95.75 7 5 10 4 3 5 ZNE•F• ZONES ZNE'17 �,�s••.![ORIvP•:
ANCHOR QUANT nES FOR THEDOOR AND SID ro BE LOAD ZONES FOR OXXO CONFIGURATION '7.s�ONALIEN���
DETERMINED INDEPENDENTLY. &ANCHORAGE LAYOUT USED IN EXAMPLE ALYNNMILLEFLPP
PER 58705
E*DISTANCE EDGE
rDISTANCEzx SEE TABLE EDGEDISTANCE
A SHEET 1IXWOODEMBEDMENT SEETABLE
BUCK NOTEIA,SHEETI
EMSE
I/4'MAX.SHIM 111'MA%.SHIM 1/4'MAX-SHIM
IRODUCrumm
SEE TABLE SEE TABLE awuWh`nibn Fkdk
A,SHEET A SHEET 1 n
Auxpu�tt No
DOOR HEAD(WOOD) DOOR HEAD(GONG) DOOR HEAD(ALUMINUM)
EMBEDMENT-.-I EMBEDMENT-+I F)CLARIFIED DETAILS,ADDED
1WMAX.SHIM I 1/4'MAX SHIM 114•NW(.SHIM �0,ALUMINUM.-JR-04110/17
-r
-7,'
EDGE DISTANCE EDGE DISTANCE EDGE DISTANCE
1BV
r 4
V "rok
o
STAGGERED STANCHORS SEETABLE STAGGERED_
ANCHORS ANCHORS
A.SHEETI O m a y o_
WO's U �E
YXWODO 1XW000 SEE. UU 1'
BUCK NOTE BUCK NOTE A,SHEET Z �� f w0�N0
DOORJAMB(WOOD) DOOR JAMB(CONC) DOOR JAMB(ALUMINUM) o z $ o
0) LL
O
-SEE TABLE A.SHEET I SEETABLEA.SHEETI [SEETAILEASHEETI ® Q W /
F
1W MAX _
SHIM 1W MAX SHIM Z Q Z
114'MAX
' W F- alo�5
SEE TABLE R' V)
SEETABLE Fes.' ASHEEPI 0 LL Z J
A,SHEET 1 K D'
EMBEDMENT EMBEDMENT U n O O
cfll'asap sa!+a5
zx wooD EDGE DISTANCE EDGEDISTANCE BUCK NOTE EDGEDISTANCE
DOOR SILL(GONG)
DOOR SILL(WOOD) DOOR SILL(ALUMINUM)
*: No.58705
1.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2"THICK.Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE 1112" q *_
THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ). -L fr=
2.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METAWC GROUT(3350 PSI MIN.),(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE F'••R?oRIDP; •\_.`
LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT '��'r7S1,10NALIE?G��`
AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. aEXTERIOR INTERIOR
3.TYP.ANCHOR TYPE,EMBEDMENT&EDGE DISTANCE PER SUBSTRATE,SEE TABLE A,SHEET 1.. (ALL HEAD&SILL SECTIONS) A.LYNN MILLER.PJ=
PEP 55705
SEE TABLE EDGE DISTANCE
2XVIDDD I�--EDGE DISTANCE A,SHEET7 i I rEDGE DISTANCE
BUCK NDTE 1 I -
EMBEDMENT SEE TABLE
A SHEETI
Q EMBEDMENT o 0
IXWOOD - 114'MAX SH0.7
IWMAXSHIM BUM IIP MAX SHIM
NOTE 1
SEE TABLE SEE TPBLE SEE TABIE �piyp�llldy
A,SHEETI A,SHEETI A,SHEETI biYndQad�
AecyhRc Ns 17-0$U .DI
6yyarya�ir Datr_g�g,7.10 7.2
SIDE LITE HEAD(WOOD) SIDE LITE HEAD(GONG) SIDE LITE HEAD(ALUMINUM)
SEETABLEF)CLARIFIED DETAILS,ADDED
EMBEDMENT I+ EMBEDMENT
A.SHEET 'Oa ALUMINUM.-JR-000/17
114'MAX.SHIT 114'MAK SHIM I IW MAX.SHIM
SEE TABLE EDGE DISTANCE JEDGE
IIEDGE DISTANCE A,SHEET 1 DISTANCE i .�-• Y LD
SEE TABLE O a O
I SEETABLE C7 N g °I°D d' n
O A,SHEETI
A.SHEETI
SEETABLE $ Z
A.SHEETI z a$ ,-' w
lu
BUCK NOTE0I IX WOOD BUCK NOTE 1 •, G W p o J
SIDE LITE JAMB(WOOD) SIDE LITE JAMB(GONG) SIDE LITE JAMB(ALUMINUM) o?rn $ o
Z co J U
SEE TABLE A.SHEET I SEE TABLE A SHEET I SEETABLE A.SHEET I ,5
lY W
0 w s
W 0 J
Q
1I4'MAX.SHIM V4'MAX SHIM U N Z
ixwooD ¢ w Z aiws
BUCK NOTE 1 114'MAX SHIM OLL A� LL H
W. .11'
SEE TABLEMEMSEETABLEA.SHEETIWW13
A.SHEETiEMBEDMENTEDGEDISTCKNOTEI ' 'a -` EDGE DISTANCE
\\\\1111 11 LLaJ'''
SIDE LITE SILL(WOOD) - --EO-BIs� - SIDE LITE SILL(ALUMINUM) •`��ON oeNSN�i
SIDE LITE SILL(CONC) `��; � e
*: Na 58705
1.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 12'THICK Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2x ARE 110
THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION(AHJ�
2.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT(3350 PSI MIN.),(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE .!2omon-: �2
LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,300 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT � S
AND WOOD SUBSTRATE,ORAS APPROVED BY THE AUTHORITY HAVING JURISDICTION. �,�S/�"AL\�N�``
C]EXTERIOR INTERIOR[
3.TYP.ANCHOR TYPE,EMBEDMENT&EDGE DISTANCE PER SUBSTRATE,SEE TABLE A,SHEET 1.. (ALL HEAD&SILL SECTIONS) A L EMS PM