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JUN 2 3 2021 -�
COUINN
YKK AP America Inc. `� 1
INSTALLATION NOTES: � w4i �®��Jq''
1. ONE LOCATION
INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR SERIES 35H ALUMINUM OUTS.WING ..� "" II�(7tf45�
LOCATION SHOWN.
(�.(j�'� YKK AP America Inc.
2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE xxze Nwr aax ervAss
MINIMUMTION.NUMBER OF ANCHORS TO BE USED FOR PRODUCT ENTRANCE DOOR (IMPACT) e1277.1 GE FR (6]ex1
INSTALLATION. vNaa7el SLING vRG"1e)sza•amx
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A 2 U m
TOLERANCE OF t1/21NCH OF THE DEPICTED LOCATION IN THE z"'
ANCHOR LAYOUT DETAIL(I.E.,WITHOUT CONSIDERATION OF ti Q z a -. P
TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE TABLE OF CONTENTS O 4 O
INSTALLATION ANCHOR TO THE NEXT. O ¢m &$a
SHEET SHEET DESCRIPTION w Ur m m
4.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD GENERAL NOTES: ?O Z_5 s s u
BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 l INSTALLATION&GENERAL NOTES j z —S S o
INCH.SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND ¢U o
SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA 2 ELEVATIONS 1
BETTER. BUILDING CODE(FBC),INCLUDING HVHZAND HAS BEEN 3 ELEVATIONS 2 cNzx
EVALUATED ACCORDING TO THE FOLLOWING: cn w
5.FOR INSTALLATION INTO WOOD FRAMING USE#14 WOOD TAS 201-94 3.1 ELEVATIONS 3
SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH • TAS 202-94 IY W W <a
MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. TAS 203-94 q ANCHOR LAYOUTS&QUALIFIED HINGE ASSEMBLIES i
• ASTM E330-14
6.FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, • ASTM E3886-13a 5 VERTICAL SECTIONS 1 REMARKS BY DATE
OR DIRECTLY INTO CONCRETE/MASONRY,USE 1141NCH DIAMETER • ASTM E1996-17 6 VERTICAL SECTIONS 2
ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 11/41NCH
MINIMUM EMBEDMENT. 2.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 7 VERTICAL SECTIONS 3&THRESHOLD WATER&DP LIM.
2X FRAMING AND METAL STUD FRAMING AS A MAIN WIND
7. FOR INSTALLATION THROUGH METAL FRAME USE 1/41NCH FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND 8 HORIZONTAL SECTIONS 1
DIAMETER SELF-TAPPING SCREW OF SUFFICIENT LENGTH TO TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION
ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND METAL IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 9 HORIZONTAL SECTIONS 2 uo 1IN•u cmwc
FRAME SUBSTRATE. RECORD FOR THE PROJECT OF INSTALLATION. usy<oiF noti:�c.0 icon avun
ENGI�SO HORIZONTAL/VERTICAL SECTIONS me auueIllull ofucE-
_ soc C
8.FOR INSTALLATION THROUGH ALUMINUM MULLION USE 1141NCH 3.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 11 SILL DETAIL WITH RAMP �0O1A .
4 DIAMETER SELF-TAPPING SCREW OF SUFFICIENT LENGTH TO ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE Di itell .11 o•uMbkN®u Norero,P.E
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 12 CURTAINWALL INSTALLATION&DOOR CORNER DETAILS 9 Y F/
ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND Reasorl;y� r Is 6wyyl.�.nt
ALUMINUM FRAME SUBSTRATE. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 13 FRAME CORNER DETAILS Date l :55.
FOR THE PROJECT OF INSTALLATION. `�� ••,. •' �i�
9.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL 14 GLAZING DETAILS 1 = \•E..S ��
FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK 4.THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
VENEER,AND SIDING. AND MAY NOT REFLECT ACTUAL CONDITIONS FORA SPECIFIC - 15 GLAZING DETAILS 2 N ] ]
SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE 16 COMPONENTS&BILL OF MATERIALS
10.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE FROM THE REQUIREMENTS DETAILED HEREIN,A LICENSED 'O S A OF
MADE OF CORROSION RESISTANT MATERIAL OR HAVE A ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC 17 COMPONENTS(1) A
CORROSION RESISTANT COATING. DOCUMENTS FOR USE WITH THIS DOCUMENT. O I�P,r CV
18 COMPONENTS(2) Ile �.
11.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON .1/ ss`
INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. DESIGN PRESSURE TABLE �771j
„ IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR11 bla•e
GLAZING TYPES MAX.D.L.O.512E MAX.MA%DP IMPACT RATING FLGMDA P.L No 73778
JOINT INTO FACE SHELL OF BLOCK. 6.DOOR FRAME MATERIAL:ALUMINUM 6063-TS We NG Mom we
A,B,C 38.75"X 82.75" +90/-90 PSF LMI&SMI oce c a eua a 5se
FL
12.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE
7.ALL STRUCTURAL MATERIALS&DISSIMILIAR METALS SHALL BE PBPE aul µOF�wmAnaN Na 29578
m WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, PROTECTED,TREATED,PAINTED,COATED,AND/OR ISOLATED AS Al,Ell,Cl 38.75"X 82.75" +70/-90 PSF LMI&SMI
AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH REQUIRED IN THE APPLICABLE SECTIONS OF THE CURRENT D,E 32.81"%82.75" +60/-60 PSF LMI&SMI FL#.
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY FLORIDA BUILDING CODE AND REFERENCED DESIGN F L165 54
THE ANCHOR MANUFACTURER. SPECIFICATIONS. DI,El 32.81"X 82.75" +50/-50 PSF LMI&SMI
13.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE B.GLASS MEETS THE REQUIREMENTS OFASTM E 1300 GLASS F,G,H 38.75"X 82.75" +90/-90 PSF SMI DATE: 9.14.18
BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING CHARTS.SEE SHEET 14&15 FOR GLAZING DETAILS. DWG.BY: CHK.BY:
Y PROPERTIES: Fl,GI 38.75"X 82.75" +70/-90 PSF SMI H R H FN
d A. WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. 9.DOOR CONFIGURATIONS MAY UTILIZE BUTT HINGES AS C,CI 32.44"X 100.81" +90/-90 PSF LMI&SMI SCALE: NTS
B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. DESCRIBED HEREIN OR CONTINUOUS HINGES INTERCHANGEABLY.
C. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE NOTE: DWG•p: YKK020
w% N,TYPE 1(OR GREATER)WITH MINIMUM COMPRESSIVE 10.ALLOWABLE CONFIGURATIONS:%(SINGLE DOOR)OR XX 1. LMI-LARGE MISSILE IMPACT RATED
STRENGTH OF 2000 PSI. (DOUBLE DOOR)WITH OR WITHOUT TRANSOMS. 2. SMI-SMALL MISSILE IMPACT RATED SHEET:
D. STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM 18 3. SEE SHEETS 14&15 FOR GLAZING DETAILS
GA.WALL THICKNESS. 4. SEE SHEETS 2-4 FOR LIMITATIONS ON DESIGN
E. ALUMINUM-MINIMUM 1/16 INCH THICK 6063-T5 PRESSURE BASED ON SIZE AND LOCKING
ALUMINUM. HARDWARE Page 1 of 19
101"MAX. 89"MAX,
FRAME WIDTH FRAME WIDTH
a 38q"MAX. 384"MAX. 3216"MAX. 3216"MAX. QLoty"
D.L.O.WIDTH D.L.O.WIDTH D.L.O.WIDTH D.L.O.WIDTH .� Ii1S�iT05
ELEVATION A YKK AP America Inc.
QUALIFIED LOCKING HARDWARE DESIGN PRESSURE 1 1229Hw"I BYPASS
_i. WBUN,GEORGIA 31021
97„ ADAMS RITE MS 1850 WITH MS 4015 AND MS 4016 TOP �„ PH:I4701277a955 FAX:IB2810086001
8 AND BOTTOM BOLTS +/-90 PSF 8
B C ADAMS RITE MS 1880 F V 2 z
823" 5 5 \ ADAMS RITE MS 1850 WITH MS 4015 AND MS 4016TOP S23„
4
MAX. L N 27' AND BOTTOM BOLTS +70/-90 PSF MAX. L N 27 = a0
D.L.O. 8 Q ADAMS RITE MS 2180 D.L.O. 8 ~ <u $
HEIGHT 9 \ HEIGHT / R X o l71 P
9821„ P U M ELEVATION B 9 a„ 9 1 o a Z�
MAX g g 8 QUALIFIED LOCKING HARDWARE DESIGN PRESSURE MAX M U P W W o W ;
FRAME --- 27 SARGENT8500 RIM PANIC WITH REMOVABLE MULLION +/-60 PSF FRAME 8 9 8 27 ¢V ED
HEIGHT c
4VON DUPRIN98/99SERIESRIMPANICWITH HEIGHT m
\ / REMOVABLE MULLION / \ / ,ii ig
�W a
+5D-50 PSF a
q q2q" VON DUPRIN 33A/35ASERIES RIM PANIC WITH llx y z
A D 27" REMOVABLEMUWON\ I L 4N\E�
39 27" ~5 5 \ / SARGENT 8500 RIM PANIC WITH REMOVABLE MUWON REMARKS BY DATE
78„ ADAMS RITE EX88 RIM EXIT DEVICE 751,
CORBIN RUSSWIN ED4200 RIM EXIT DEVICE WITH +/-60PSF 8
ELEVATION REMOVABLE MULLION ELEVATION B II
YALE 7250M EXIT DEVICE WITH REMOVABLE MULLION
STANDARD 5-POINT LOCK RIM PANIC WITH
NOTE:RIM PANIC EXIT DEVICES WITH REMOVABLE MULLION ARE NOT FOR USE WITH REMOVABLE MULLION TMEmFR mum;'
89"MAX. AIR/WATER RATER THRESHOLD. �imcuMwn�oe uwn i nsrocuuAiPx......
FRAME WIDTH 89"MAX. 1'�Illll�ll�
3713„MAX 313„MAX NOTES: FRAME WIDTH 13„ ��```,`�,..., O'''''�ii
16 216 1)WHEN AIR/WATER THRESHOLD IS UTILIZED,MAX.DOOR
D.L.O.WIDTH D,L.0.WIDTH FRAME HEIGHT MAY INCREASE TO 99-7/8".SEE DETAIL D, 3216 MAX. 3216 MAX.
PAGE 5 AND DETAIL K,PAGE 7. D.L.O.WIDTH D.L.O.WIDTH \ E S••:'P
2)SINGLE AND DOUBLE DOORS ARE QUALIFIED SUCH THAT _�
SINGLE DOOR UTILIZES HARDWARE FROM ACTIVE DOOR N .7 7
8 PANEL.
8 n F
3)ADDITIONAL QUALIFIED PANEL CONFIGURATIONS CAN -Q
e B C BE FOUND ON PAGE 4. 8„ 1J S A OF
5 \ 41 SEE SHEET 7 DESIGN PRESSURE LIMITATIONS BASED ON - O IDP.•• (V
824" WATER INFILTRATION REQUIREMENTS. B C i�
i MAX. L N 27 5 \ i�i/s`�.O LNGN
D.L.O. B Q 808„ \ 27„ i7j L. `�\
HEIGHT / 9 \ D.L.O. N 8 Q �ba,,N.IMS
98z" U P ELEVATION C HEIGHT euuGA oacPs we
/ 9 \ a9e a oANu BrAo1 a1w. xSe
1„ FWE MT. w�MORB Tl 11 Nn 29578
MAX. 8 9 8 27„ QUALIFIED LOCKING HARDWARE DESIGN PRESSURE 98Z U M
FRAME SINGLEPOINTMS 1850ON ACTIVE WITH FLUSHBOLTS MAX. 9 8 4FL N:
INACTIVE
HEIGHT o +/-SOPSF FRAME P 27 FL16554
A HEIGHT
as3" \ / DATE: 9.14.18
/
A D q 42q" 27„ ELEVATION D DWG.BY: CHK.BY:
.. QUALIFIED LOCKING HARDWARE DESIGN PRESSURE A D 3911� 27„ H R H FN
VON DUPRIN 9947F CVR EXIT DEVICE W/3/16"SHIM 5 BETWEEN DOOR&DEVICE +/-50 PSF 5 5 \ SCALE: NTS
7g' DWG.a: YKK020
ELEVATION C SHEET:
SINGLE POINT WITH FLUSHBOLTS ELEVATION D [S
CONCEALED VERTICAL ROD Page 2 of
101"MAX. ELEVATION E 101"MAX.
FRAME WIDTH FRAME WIDTH
QUAUFIEDLOCKING HARDWARE DESIGN PRESSURE
1„ 1„ 391"MAX. 391"MAX.
38i16 MAX. 3816 MAX. SARGENT8400CVREXITDEVICE 8 8
D.L.O.WIDTH D.L.O.WIDTH D.L.O.WIDTH D.L.O.WIDTH C e QDaI��
ADAMS RITE EX 76 CVR EXIT DEVICE +/-90 PSF ®®
FIRST CHOICE 3690 CVR EXIT DEVICE ¢„ Inspires
FALCON DOR-O-MATIC 1490CVR EXIT DEVICE YKK AP America Inc.
+70/-90PSF C B 1229NVtt611BYPF8S
B C FALCON DOR-O-MATIC 1690 CVR EXIT DEVICE 5 5 \ DUBUN,GEORG6131021
\ 462" 27" PH:16T8)277.1—FA (678183 01
828" 5' S \ ELEVATION F L MAX.
MAX. L N Q QUALIFIED LOCKING;IARDWARE DESIGN PRESSURE D.L.O.-
QUALIFIED Z z m
D.L.O. 8 8 9 HEIGHT 9 \ 3
HEIGHT \ FALCON EXIT DEVICE +70/-90PSF 1 N §i �8
997" 982 8 M U P O a O 9 12
g NOTES: MAX. 8 9 8 O �'+ cc m"-�S '
MAX. M U P 1)WHEN AIR/WATER THRESHOLD IS UTILIZED,MAX.DOOR FRAME 27' �- Z 5 T S=.
HEIGHT
FRAME 8 9 8 FRAME HEIGHT MAY INCREASE TO 99-7/3".SEE DETAIL D, O O l7 m m P=
Z O r
HEIGHT PAGE S AND DETAIL K,PAGE 7. O a Z 545 i.
2)SINGLE AND DOUBLE DOORS ARE QUALIFIED SUCH THAT
7\A
SINGLE DOOR UTILIZES HARDWARE FROM ACTIVE DOORPANEL.3)ADDITIONAL QUALIFIED PANEL CONFIGURATIONS CAN MAX. 40'/ 27„BE FOUND ON PAGE 4. L.O. 0' �aD 4)SEE SHEET 7 DESIGN PRESSURE LIMITATIONS BASED ON 5 S HETCiHT °i Lu w a
5 5 / WATER INFILTRATION REQUIREMENTS.
75„ r h a
INOTE:AIR TIGHT THRESHOLD(ITEM#13)MAYBE USED IN LIEU OF 8
=ER THRESHOLD WHEN UTILIZED WITH CONCEALED VERTICAL } REMARKS BY DATE
ELEVATION E OD DEVICES ELEVATION F
MID-PANEL EXIT DEVICE
CVR EXIT DEVICE NOTE:HARDWARE FABRICATION LOCATION ON
ELEVATION G ELEVATION F IS 40"FROM BOTTOM OF DOOR
101"MAX. QUALIFIED LOCKING HARDWARE DESIGN PRESSURE REGARDLESS OF WHICH THRESHOLD IS USED.
FRAME WIDTH SEE ELEVATIONS A-F&I FOR ALLOWABLE LOCKING *NOTTO EXCEED
1 HARDWARE SYSTEMS. +70/-90 PSF - 89"MAX. �Nu
9414"MAX.D.L.O.WIDTH o uie i oo<oNar.
4 FRAME WIDTH
3 L11t1111!//�
324'MAX. 328"MAX.
*ELEVATION G NOTES: D.L,O.WIDTH D.L.O.WIDTH
185"MAX. 1. FOR TRANSOM MULLION DETAILS/9. .� �� ....
D.L.O. 388°MAX. T �• 388"MAX. A. MAX.DESIGN PRESSURE NOTTO EXCEED+70/-65 PSF WHEN MONO-LAMI �„ � \•ES• ��
HEIGHT D.L.O.WIDTH 9 D.L.O.WIDTH GLAZINGS ARE UTILIZED(MULL ITEM#51). 2 N 7 7 0
B. DESIGN PRESSURE NOTTO EXCEED+70/-70 PSF WHEN INSULATED
7„ LAMINATED GLAZINGS ARE UTULIZED(MULL ITEM#52). B C �'* •.
98 C. LESSER DESIGN PRESSURE OF THOSE STATED ABOVE(1.A&1.B)OR THOSE 5 \ 'O .S OF
S 51 FOUND ON SHEET I SHALL GOVERN. 33" �O P•.� `
2 TRANSOM
MAX. 9 \ 27" A.R MAX.DE51 NU 9 PRESSURE NOT TOEXCEED+70/-70 PSF WHEN MONO-LAMI Q '///�SiS,• �G\��``
DOOR L N \ I GLAZINGS
ARE UTILIZED(MULL ITEM#12). 100q" / 9
OPENING 8 11 B. DESIGN PRESSURE NOT TO EXCEED+70/-90 PSF WHEN INSULATED MAX. L N NE2Sk01 Dam. m
9 \ FLOIUD� DROPS.
No»na
- HEIGHT 1 LAMINATED GLAZINGS ARE UTILIZED(MULL ITEMp 62). D.L.O. 8 8 U M eunl2NO DBDPs.we
96"
M U P I C. LESSER DESIGN PRESSURE OF THOSE STATED ABOVE(2.A&2.B)OR THOSE HEIGHT 9 8 3D8 p nay'
621„ 8 9 8 FOUND ON SHEET 1 SHALL GOVERN. 1162" P 33" LSPc CMT.OF N THOFUAMOX Nu 29579
2 120" 8 27�� MAX, B FL#:
S MAX. MAX. ° 3. LESSER DESIGN PRESSURE OF THAT SHOWN IN TABLE ABOVE,OR THAT INDICATED FRAME FL16554
FRAME D.L.O. IN CORRESPONDING TABLE FOR HARDWARE SHALL GOVERN. HEIGHT °
HEIGHT HEIGHT
453" 1,� 4. MAX.DOOR SIZES FOR A GIVEN HARDWARE AS INDICATED IN ELEVATIONS A-F&I DATE: 9 14•1,8
4 424' SHALL GOVERN MAX.SIZE OF ASSEMBLY.ASSEMBLY IS TO NOT EXCEED 3„ DWG.BY: CHK.BY:
A D DIMENSIONS AS SHOWN IN ELEVATION G. 454 33"
HR HFN
5 5 / ELEVATION H S 5 /424" SCALE: NTS
78, RI Ms 1850WITHM54015ANDMS4016 QUALIFIED DESIGN PRESSURE DWG.#: YKK020
ADAMS RITE
TOP AND BOTTOM BOLTS. +90/-9D PSF SHEET:
ELEVATION G f
DOUBLE DOOR WITH TRANSOM ADAMS RITE MS 1880. +90/-90 PSF ELEVATION H
STANDARD 5-POINT LOCK Page 3 o119
89"MAX.
? FRAME WIDTH �(��(
pi
I 821"MAX.D.L.O.WIDTH I i iG
77"MAX.FRAME WIDTH 4 Qlh1{Ii
�- 24 3/16"MAX. 24 3/16"MAX. QUALIFIED LOCKING HARDWARE DESIGN PRESSURE Iv
as k1651DIfG5"
D.L.O.WIDTH D.L,O.WIDTH
VON DUPRIN 3347 CONCEALED VERTICAL ROD +70/-48 PSF T YKK AD America Inc.
34-MAX- 9 1229 HWY 441 .SS
DUBIIH.GEOflGIA 31021
D.L.O 323"MAX. 323 PH:1478I277.19S5 FAILL6791834b001
.
c $ ELEVATION J HEIGHT $ 8"MAX. cD J
5 5 D.L.O.WIDTH D.L.O.WIDTH Z
832 / QUALIFIED LOCKING HARDWARE DESIGN PRESSURE 3 p m
MAX. Q 8 Co
D.L.O. SEE ELEVATIONS A-F&I FOR ALLOWABLE LOCKING NOTTO EXCEED+70/-90 Q4 C)2 Qgg
HEIGHT / 9 \ HARDWARE SYSTEMS PSF 12D" 6 Sl
9 1,� L N U P MAX. 9 9 Q j O V 5 4�A
DOOR
82 s 8 9 8 FRAME 9 23" ?0 a Z s s
MAX. HEIGHT L N p w
FRAME M ELEVATION K 8 $ U P ,Lu W W' 3
HEIGHT MAX 1„ ¢U 0
DESIGN 708 9 8 =2 T DO
\ / QUALIFIED LOCKING HARDWARE PRESSURE OPENING MAX. 0 23"
/ SARGET 8500 RIM PANIC WITH REMOVABLE MULLION +/-47 PSF HEIGHT HEIGHT
$ W W < \a
A 41" VON DUPRIN 98/99 SERIES RIM PANIC WITH463" 1n
$ $ REMOVABLE MULLION 4 42
VON DUPRIN 33A/35A SERIES RIM PANIC WITH 9.7 PSF 4
A REMARKS BY DATE
REMOVABLE MULLION 6 6 23"
SARGENT 8500 RIM PANIC WITH REMOVABLE MULLION
ELEVATION I 75'
CORBIN RUSSWIN ED4200 RIM EXIT DEVICE WITH +/-47.7 PSF $
CVR EXIT DEVICE REMOVABLE MULLION
YALE 72SOM EXIT DEVICE WITH REMOVABLE MULLION ELEVATION J
794^MAX. DOUBLE DOOR WITH TRANSOM ���°o�M�n ,u1�o
FRAME WIDTH ELEVATION L 84"MAX.
15 L DESIGN FRAME WIDTH16
MAX
D.L.O.WIDTH D.L.O.WIDTH QUALIFIED LOCKING HARDWARE PRESSURE 3016"MAX. 30q"MAX.
SARGET8500 RIM PANICWITH REMOVABLE MUWON +/-53.3 PSF D.L.O.WIDTH D.L.O.WIDTH
VONDUPRIN98/995ERIE5RIMPANICWITH¢" '•�\•E••S••'Po s
REMOVABLE MULLION 9z" N .7 7
F V +/-44.4 PSF 8 �• = 1
VON DUPRIN 33A/35A SERIES RIM PANIC WITH -A OF 7f
ju
REMOVABLE MULLION
F V / i '`s
/ R X 31° SARGENT 8500 RIM PANIC WITH REMOVABLE MULUON 6' 10 29 �l'� -,O IOp.�� (/j`
9 30 CORBIN RUSSWIN E04200 RIM EXIT DEVICE WITH L N �s
1 L N REMOVABLE MULLION +/-53.3 PSF $ $ R X ,���S L
z $ $ HEPYE6in61 >e!dF
MAX. 944. YALE7250M EXIT WITH REMOVABLE MULLION 884 9 10 FLORIDA P.F No 75778
U P MAX eunnwO DROPS,INO
g FRAME 1 / - U P OPe E.DANIA eEAa aLw./334
MAX. $ 9 8 104-" D.L.O. DM4A 6EACN.FL]3004
HEIGHT D.L.O. 31" MAX, HEIGHT 9 $ 29„ FBPE mT.of MI111aRI Ti Na.29578
2 HEIGHT NOTES:
A 1)WHEN AIR/WATER THRESHOLD IS UTILIZED,MAX.DOOR FRAME HEIGHT MAY INCREASE TO FRAME M FL N:
99-7/8".SEE DETAIL D,PAGE 5 AND DETAIL K,PAGE 7. HEIGHT F L 16 5 5 4
2)SINGLE AND DOUBLE DOORS ARE QUALIFIED SUCH THAT SINGLE DOOR UTILIZES HARDWARE
FROM ACTIVE DOOR PANEL / p
El 31 ADDITIONAL QUALIFIED PANEL CONFIGURATIONS CAN BE FOUND ON PAGE 4. El DATE: 9,1`/I F.10'
6 1 4)SEE SHEET 7 DESIGN PRESSURE LIMITATIONS BASED ON WATER INFILTRATION REQUIREMENTS. 6 Il DWG.BY: CHK.BY:
31" E W 29��
HR HFN
••NOTE:ILIZEDWI THRESHOLD(ITEM RICALRODE USED EVICES OEUOF AIR/WATER THRESHOLD SCALE: NTS
i WHEN UTILIZED WITH CONCEALED VERTICAL ROD DEVICES
78" 7a�� DWG.a: YKK020
SHEET:
ELEVATION K ELEVATION L �D�
RIM PANIC WITH REMOVABLE MULLION RIM PANIC WITH REMOVABLE MULLION Page 4of 19
Z�� Z„ 4Z"MAX. 3�� 4Z'MAX.
_ 3" FROM CORNERS QUALIFIED PANEL YNK
33' 3'3�� 3,� CORNERS 3,� � 3��
�3 3° 3° 3 I SZ"MAX.FROM CONFIGURATIONS qualiry
Sz"MAX. _CORNERS Py ((psp{/yg
FROM
YKK AP America Inc.
CORNERS 3r"3�� 1)19 HN"(M]BYVA55
B"MAX. DUB IIH,G F-(31011
3" 3" PH:1478II77-19]S TAx:I6)tl1038bW1
131"MAX.
/ \ O.C.
/ \ E4"MAX. / \ O a °a� O Q pe p
�__ $
FROM gal..
CENTER / \ 131
a
Z'MAX.O.C. \ / O C7 m m a a
OF DOOR 63.,MAX. "\ % 2 O S z z s s`
/ \ ROM \ oo�`m
° CENTER ` -1LWj u w 7 3
\ / FOF DOOR ` 2Q a aCur
m m
o
MIDRAILS
\ / REMARKS BY DATE
101"�-JillSz"MAX.FROM
:-ELE
—fCORNERS
HOR LAYOUTATIONS A-F,H,K&L
ANCHOR LAYOUT i FZZ T1.1.11.11.11
°{�"n° "ss°F
w".� •N�,nv°,x
FOR ELEVATION G,I&J g8}"
QUALIFIED HINGE ASSEMBLIES
N .77
HINGE TYPE DESCRIPTION MAX FRAME SIZE DESIGN PRESSURE
••NOTE:IF DOOR HEIGHT IS LESS THAN 90"AND DOOR WIDTH IS EQUAL TO OR LESS
•••FOUR(4)HAGER OB1191R 101"x 981/2" +90/-90PSF THAN 36
S A OF Q'
BUTT HIrvGE ",THEN ONE INTERMEDIATE BUTT HINGE AT MIDSPAN IS REQUIRED BETWEEN `
BUTT HINGES PER DOOR LEAF TOP&BOTTOM BUTT HINGES ��O Q••: (V
CROSS RAILS � '�` --O
•••FOUR(4)HAGER BB1199
BUTT HINGE BUR HINGES PER DOOR LEAF 89"x 1161/2" •90/-90PSF •ITWO LLFOR DESIGN
PRESSURE
ARE REQUIRED AT ' /SiSO \JG♦♦��
SILL FOR DESIGN PRESSURES OF -101"-----rl ��� I- �♦
n ♦/-60 PSF Oq LESS. HD�uEkM pORLhE�a.E
•••FOUR(4)MCKINNEY TA2714 FEU DA Y.E.No 71778
BUR HINGE BUTT HINGES PER DOOR LEAF 301°x983/2" +90/-90 PSF Bu4D1NO DROPS,WC
]Ba D OANIA BEACH BLW./]]B
DANIF BG01,IZ]W N
di ONE(1)ROTON 780.226HD � \ fBPE MT.OF ADMORIZATION Nu 34])8
CONTINUOIAHINGE CONTINUOUS GEARED HINGE PER 101"x981/2" +90/-90 PSF ` FL#:
DOOR LEAF \
ONE(1)SELECT 27HD °\ F L 165 54
CONTINUOUS HINGE CONTINUOUS GEARED HINGE PER 102"x 981/2" +901-90 PSF I DOOR LEAF gg3" DATE: 9.14.18
3 RISON PIVOT HINGES 1BOATTOP, DWG.BY: CHK.BY:
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cs IItS{ItreS"
APPROVAL ALUMINUM STRUCTURE BY OTHERS '.
YKK AP America Inc.
EXTERIOR FINISH 1229H 4418YPn
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BY OTHERS PERIMETER SEALANT PH:(4781277.1955 FR (698)838E 1
BY OTHERS L�
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DOOR 31 HEIGHT ¢U � Z)a
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5„ 8 4 13/16" W
SEE GLAZING EXTERIOR INTERIOR
OPTIONS F a
rTSHEET14&15 13/16" SEE GLAZING
1" 7 OPTIONS
REMARKS BY DATE
57 SHEET 14&15
EXTERIOR INTERIOR
g VERTICAL SECTION C VERTICAL SECTION
5 HEAD-ALUMINUM MULLION 5 OHCC HEAD(OPTIONAL)-STEEL STUDFl uo wuw,wE 41"Euc
SEE GLAZING FFtiG ME[0.P WlE(T5 4YD w'�S[E fK
7 SEE GLAZING OPTIONS DD"1"rsFonussw x
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EXTERIOR INTERIOR
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N .7 7
MIN. * * % "D SA OF �� Z
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5 HEIGHT xE1 lIFI pMtt>�?2.
NOT SHOWN,BUT SIMILAR. 14 31 THRESHOLD ASSSEMBLY TO BE F1�AP.G.NNo73
SEALED PER MANUFACTURERS n9e c DUDn ops.we 3S8
13 34 INSTRUCTIONS F13PE om°r W MTHO1an VM N.2957a
15
31
8 g PERIMETER 16 3/8"MAX. FL#:
SEALANT SHIM SPACE F L16554
a BY OTHERS
11/2"MIN. .+ DATE: 9.14.18
11/4"MIN. DWG.BY: CHK.BY:
p EXTERIOR FINISH EMBEDMENT CONCRETE/MASONRY p :'.�, EMBEDMENT HR HFN
BY OTHERS BY OTHERS��'
2X WOOD FRAME a:, •+ SCALE: NTS
BY OTHERS ""' #14 WOOD SCREW 2 1/2"MIN.EDGE DWG.#: YKK020
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DISTANCE SHEET:
- EDGE DIST N INSTALLATION SCREW
AERTICAL SECTION p VERTICAL SECTION g
5 J SILL-2X WOOD FRAME 5 SILL-CONCRETE/MASONRY
AIR RESISTANT THRESHOLD AIR+WATER RESISTANT THRESHOLD Page 6 of 19
1/4"ITW TAPCON
INSTALLATION SCREW SEE GLAZING YKK
11/4"MIN. 'NOTE:MIDRAIL SHALL BEAT OPTIONS QLB(Ip/
�,,;, •. °. EMBEDMENT MINIMUM 6 3/16".SEE SHEET 7 FOR SHEET 14&15 58 z IR6piros'
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SHIM SPACE DETAILS. 1229HWY44IMMS
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SEE DETAIL R,PAGE 9 59 57 ~ L
57 7 p: a
SEE GLAZING REMARKS BY DATE
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OPTIONS
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SEE GLAZING SEE GLAZING x:7ku7DF`w.ow3mxo7o°`H,'�� E�k
EXTERIOR INTERIOR m.iivai'w4eHn9nuu9�741,°
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131.
16 REMOVABLE MULLION
57 SEE DETAIL R,PAGE 9 REMOVABLE MULLION
57 SEE DETAIL R,PAGE 9 N
O.A. MIN. a
DOOR 1 >Ic 2k MIN. S.A OF
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9 3/16" THROUGH MULLION BRACKET MAX'
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MIN.15/8"EMBEDMENT 9 3/16° 55 THROUGH MULLION BRACKET //i O
MIN.21/2"EDGE DISTANCE MIN,11/2"EMBEDMENT NErSkiIDAboREhb?dE
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11/4"MIN.
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1X WOOD BUCK ...• S-. DATE: 9.14.18
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DISTANCE 3/4"MIN.EDGE INSTALLATION ANCHOR SHEET:
E VERTICAL SECTION DISTANCE
6 SILL-CONCRETE/MASONRY VERTICAL SECTION
REMOVABLE MULLION 6 SILL-2X WOOD BUCK Page 7 o119
REMOVABLE MULLION
THRESHOLD WATER INFILTRATION AND DESIGN PRESSURE LIMITATIONS INTERIOR
SEE GLAZING 67 QuBii[p^
RWE51101D DfSLTUPi1gN IT-. rvP.OITAIlB WAiLRI[lT PF16518tE (IMITATION! 57 OPTIONS inS�7l1"CS
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PH:(I)812)1.195S fA%:(678)838fi 1
•WHERE WATER INFILTRATION IS RMIRAM POSITIVE DESIGN 1OADSHALL HOT 67
FMfEO.NPSF, 57 (D .
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31 SEALED PER MANUFACTURERS ��i No
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DISTANCE. INSTALLATION SCREW DISTANCE INSTALLATION SCREW DWG.s: YKK020
�Z VERTICAL SECTION K VERTICAL SECTION SHEET:
7 SILL-CONCRETE/MASONRY 7 SILL-1X/CONCRETE/MASONRY 7
STACKED BOTTOM RAIL STACKED BOTTOM RAIL Page 8 of 19
11/4"MIN. 3 THREADS OF MIN.
EMBEDMENT 3/8"MAX. 3/8"MAX. PENETRATION BEYOND
SHIM SPACE STEEL STRUCTURE
CONCRETE/MASONRY SHIM SPACE INTERIOR cr IaRB}JIrES
BY OTHERS 30 INTERIOR 30 MIN.18 GA.
\\\ :'2j; STEELSTUD YKK AP America Inc.
CAULK BETWEEN BY OTHERS 1229 HWI"I BYPASS
DUBLIN.GEORGIA 31021
CONCRETE/MASONRY&1X ��, .. PN:(00)2T11999 FAR:IB)BIB3Bfi001
WOOD BUCK BY OTHERS
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1X WOOD BUCK a• INSTALLATION SCREW z B
BY OTHERS ^'
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3�" 1" OPTIONS 7„ �„ BY OTHERS = t°
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8 2 BY OTHERS W a
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BY OTHERS DOOR DOOR PERIMETER SEALANT
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EMBEDMENT INTERIOR N
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X 57 OPTIONS 57
SHEATHING BY O.A. SHEET 14&15 O.A. DWG.BY: CHK.BY:
` OTHERS DOOR DOOR HR HFN
EXTERIOR FINISH WIDTH WIDTH PERIMETER SEALANT BY OTHERS SCALE: NTS
BY OTHERS
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BY OTHERS SHEET:
JAMB-2XWOOD FRAME \1u
JAMB-ALUMINUM STUD
CONTINUOUS HINGE O
Page 9 of 19
YKK
SEE DETAILS E&F,PAGE 6,FOR Quatin
2 x 5/16"FLAT BAR& 17 ATTACHMENT OF MULLION TO vs )ILS}1fres'
2 x 3/4 x 0.120 FORMED TUBE HEAD AND SILL. YKK AP America Inc.
INTERIOR INTERIOR (E1-0197) 1229-441 BYPASS
DUBUN,GEORGIA 31021
PH:14781277-1955 FA (67818386001
SEE GLAZING
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9 MEETING STILE 9 VERTICAL MULLION 9 MEETING STILE 4V/REMOVABLE MULLION
SEE GLAZING STOREFRONT SYSTEM
OPTIONS _
SHEET 1405 D.7:°0M `
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x iion`ss'w�"i 7�°oeumex7.
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23,E d 1 ,..: i EMBEDMENT ` X'
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g MIN.
EMBEDMENT REMOVABLE MULLION ap
QBB)rtY
EMBEDMENT t115)11f85
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1' ti 1229 HM—BYPASS
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SEE GLAZING
EXTERIOR OPTIONS INTERIOR SEEELEVATION B,SHEET 2 FOR DETAILS OF RIM
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BY OTHERS NOT SHOWN,BUT SIMILAR. BOTTOM MULLION FITTING TOP MULLION FITTING SCALE: NTS
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DISTANCE SHEET: '
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qw SILL-CONCRETE/MASONRY
REMOVABLE MULLION Page 11 of 19
SEE GLAZING
OPTIONS
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SHEET 14&15 Ql{�lily
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1229 H WY 441 BYPASS
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Page 12 of 19
3 THREADS MIN.
PENETRATION BEYOND NOTES: 34 MIN.EDGE
PI ----__---- ALUMINUM STRUCTURE
m �I A. CURTAINWALLSUBFRAMEIS LIMITED TOA DISTANCE MIN.6063-T5 ALUMINUM
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INSTALLATION SCREW ' 1 DUBLIN GE PGIA 3l 11
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------� ----------------------
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FHSMS TYPE AB aHwtnc 9NOPs,we
"n 3ste oAw'�Euo�ia eL�3JE
FePE¢R].OF AUTHORIZATION Nu 26U]!
FL#:
5/16" FL16554
13 16' 5 16
11/2" 5356 1 1/2" 5/16"
X 13/16"
5/16" CW WITH STANDARD.TRANSOM DETAIL 3 DATE: 9.14.18
DWG.BY:
cHKHFN
b '
d 11/2" SCALE: NTS
3/8-16 x 5/8 SOCKET HEAD CAP DWG.#:
SCREW(2)PER CORNER YKK020
DOOR CORNER DETAIL 1 DOOR CORNER DETAIL 2 SHEET.
HEAD-TYPICAL SILL-TYPICAL 12
Page 13 or 19
FM1006(3) K
#10-24 X 3/8'_\ Cl P
a FH MS
II15})tt05•
YKK AP America Inc.
U29--BYPASS
® 11'JN,GEORGIA11121
OPH:"'8127 1955 FAX:(678)B39 6081
O Z l.7 m
Z m
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29 13 20 Z za-e�
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FRAME CORNER DETAIL 2 W W a <Q
SILL-4}"AIR TIGHT THRESHOLD W w
F rn a
1 O THRESHOLD CLIP PART N0.29(E1-1056)IS REMARKS BY DATE
FC-1216(3) NOT REQUIRED IN APPLICATIONS WITH FM1004(2)_'i:
12 #12%1" RIXSON PIVOTS OR SINGLE DOORS WITH #10-24 X 1/4"
FH SMS AB TYPE THE VON DUPRIN 9947 DEVICES. FH MS
11 m0W IU u�xruu on°ro ocw�E
Ine unuiuBaxn P17uuo xcBlw.
u'u�irt—1.rc
PC-1216(2)
#12 x 1"
FH SMS ABTYPE `�� ••\•E•S• • 'P'�i
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la z6 ?* .• N .77
15
D S A OF tr
' PC-1210(2) 'xi7 1"1,
a+1�Ix% L\
912 x 1" FLOWDA P.L N.78778
BUBDA'ONOPS BVC
g #10 X 1/2"FHSMS _ FH SMS AB TYPE Dog L MAwA w' e1w 738
FRAME CORNER DETAIL 1 TYPE"AB" °wFMMO m
m FaPc Cai7.aP w7xaazAnaN Na II9378
#14 X 1/2"PHSMS
HEAD-TYPICAL TYPE"AB" FL
# FL16554
FRAME CORNER DETAIL 3
DATE: 9.14.18
SILL-AIR AND WATER RESISTANT THRESHOLD
DWG.BY: CHK.BY:
HR HFN
SCALE: NTS
DWG.#: YKK020
SHEET:
11
Page 14 Mf 19
LARGE & SMALL MISSILE IMPACT SKI
1"O.A.INSULATED LAMINATED GLASS: 1"O.A.INSULATED LAMINATED GLASS:
3/16"FULLY TEMPERED GLASS 1"O.A.INSULATED LAMINATED GLASS: 3/16"FULLY TEMPERED GLASS I QtlBlliy
3/16"FULLY TEMPERED GLASS 5/16"AIR SPACE s I ILl5(L1tBS"
5/16"AIR SPACE I
5/16"AIR SPACE 3/16"HEAT STRENGTHENED GLASS
3/16"HEAT STRENGTHENED GLASS YKK AP America Inc.
3/16 HEAT STRENGTHENED GLASS 0.090"SENTRYGLAS BY KURARAY
35 0.075"VANCEVA STORM BY EASTMAN 35 35 ]229 HWY i41 BYPASS
(PREVIOUSLY KNOWN AS SOLUTIA) 40.090"SENTRYGLAS BY KURARAY (PREVIOUSLY KNOWN AS DUPONT) DDBUN,GEORGIA33021
3/16"HEAT GLASS (PREVIOUSLY KNOWN AS DUPONT) 3/16"HEAT STRENGTHENED GLASS PH:(a28)272 955 FALIs>B)9383WL
3/16"HEAT STRENGTHENED GLASS
z z
zm �
DOW CORNING 995 DOW CORNING 995 ¢ a $m m
3/4"GLASS BITE 3/4"GLASS BITE O 4 5 e 38 3/4"GLASS BITE O
36 36 �` a occ��
33 33 OQ LDmwgaa
GLAZING DETAIL A GLAZING DETAIL B 33 o z o
GLAZING DETAIL C o
W
DRY GLAZED x z w Y Do
m� m
1"O.A.INSULATED LAMINATED GLASS: 1"O.A.INSULATED LAMINATED GLASS: En — //\/
3/16"FULLY TEMPERED GLASS 3/16"FULLY TEMPERED GLASS ,;; W c \a
5/16"AIR SPACE 5/16"AIR SPACE F- W
3/16"HEAT STRENGTHENED GLASS 3/16"HEAT STRENGTHENED GLASS 9/16"O.A.LAMINATED GLASS: r- Fq a
35 0.090"TROSIFOL PVB BY KURARAY 35 0.090"SAFLEX PVB BY EASTMAN 0.07 HEAT STRENGTHENED GLASS
(FORMERLY KNOWN AS BUTACITE BY DUPONT) (PREVIOUSLY KNOWN AS SOLUTIA) 0.075"VANCEVA STORM BY EASTMAN REMARKS BY DATE
3/16"HEAT STRENGTHENED GLASS 3/16"HEAT STRENGTHENED GLASS *DOW
(PREVIOUSLY KNOWN N DSOLUTIA)ASS
1/4"HEAT STRENGTHENED GLASS
DOW CORNING 995 DOW CORNING 995
3/4"GLASS BITE 3/4'GLASS BITE CORNING 99536 36 EIGILCIK9/16"GLASS BITE E"eHu.oRAROP7EE,EEwEPUPu�ENRssEt"K33 33 DOEVNEMfEORIrsEw nrms°°°"nEHr.
GLAZING DETAIL D GLAZING DETAIL E GLAZING DETAIL Al
9/16"O.A.LAMINATED GLASS: 9/16"O.A.LAMINATED GLASS: 9/16"O.A.LAMINATED GLASS: `� •• o0
1/4"HEAT STRENGTHENED GLASS 1/4"HEAT STRENGTHENED GLASS 1/4"HEAT STRENGTHENED GLASS
0.090"SENTRYGLAS BY KURARAY 0.090"SENTRYGLAS BY KURARAY 0.090'TROSIFOL PVB BY KURARAY N 7 7 O
35 (FORMERLY KNOWN AS DUPONT) *DOW
(FORMERLY KNOWN AS DUPONT) *DOW
(FORMERLY KNOWN AS BUTACITE BY DUPONT)
1/4"HEAT STRENGTHENED GLASS1/4"HEAT STRENGTHENED GLASS1/4"HEAT STRENGTHENED GLASS •p g A OF (Y
DRY GLAZED 71'
'.0T 0 LDP ��:
� 0
CORNING 995 CORNING 995 ��� O9/16"GLASS BITE 38 9/16"GLASS BITE9/16"GLASS BITE FmSElM blRllEb!a.e73 BUILDING FLORIDA �DwP No
GLAZING DETAIL B1 GLAZING DETAIL Cl GLAZING DETAIL D1 ��ON
DAMBEACH,FL
FBPE MT.GF AUTHORIZATIONNa 2859e
DRY GLAZED 9/16"O,A.LAMINATED GLASS: FL#:
(�1/4"HEAT STRENGTHENED GLASS GLAZING NOTES: FL16554
I 0.090"SAFLEX PVB BY EASTMAN 1. GLASS TYPE AND THICKNESS SHALL COMPLYWITH
AD
(PREVIOUSLY KNOWN AS SOLUTIA) ASTM E1300 REQUIREMENTS AS WELLASAPPUCABLE DATE: 9.14.18
1/4"HEAT STRENGTHENED GLASS SAFETY GLAZING REQUIREMENTS PER THE FBC.
THICKNESS,TEMPER,ANDSAFETY GLAZING DWG.BY: CHK.BY:AIR SPACE CONSISTING OF: REQUIREMENTS SHALL BE REVIEWED ON A SITE HR-SPACER:ALUMINUM BOX SPACER. SPECIFIC BASIS.
FN
0 PRIMARY SEALANT:POLYISOBUTYLENE(PIB). 2. SETTING BLOCKDUROMETERHARDNESSOF70-90 SCALE: NTS
SECONDARY SEALANT:STRUCTURAL SILICONE (SHORE AI AS REFERENCED IN FBC CHAPTER 24.
OWCORNING995 INTENDED FOR FABRICATIONOFINSULATING 3. SETTING BLOCKS TO BE LOCATED AT1/4SPANLENGTH DWG.#: YKK020
9/16"GLASS BITE FOR GLASS WI DER THAN 36"AS PER FBC CHAPTER 24. SHEET:
GLASS UNITS. 4. D.L.O.AND DESIGN PRESSURES MAY NOT EXCEED MAXVALUES IN GLASS CHARTS.
GLAZING DETAIL E1 14
Page 15 of 19
SMALL MISSILE IMPACT ONLY YKK�
s a p
�aaBiiry
(inspires"
YKK AP America Inc.
1"O.A.INSULATED LAMINATED GLASS: 1229 HM 4416TPASS
1"O.A.INSULATED LAMINATED GLASS: 1"O.A.INSULATED LAMINATED GLASS: DUBUN,GEORG.31011
3/16"FULLY TEMPERED GLASS 3/16"FULLY TEMPERED GLASS 3/16"FULLY TEMPERED GLASS PH:I4TBI2»-1ss6 FAR:(676)83860B1
5/16"AIR SPACE 5/16"AIR SPACE 5/16"AIR SPACE
3/16"HEAT STRENGTHENED GLASS 3/16"HEAT STRENGTHENED GLASS 3/16"HEAT STRENGTHENED GLASS 2 Z
35 0.060"TROSIFOL PVB BY KURARAY 35 0.060"SAFLEX PVB BY EASTMAN 35&3/16"
035"SENTRYGLAS BY KURARAY 3
(FORMERLY KNOWN AS BUTACITE BY DUPONT) (PREVIOUSLY KNOWN AS SOLUTIA) RMERLY KNOWN AS DUPONT) ¢ a $ p
3/16"HEAT STRENGTHENED GLASS 3/16"HEAT STRENGTHENED GLASSHEATSTRENGTHENED GLASS O 0a z_03/4"GLASS BITE C, (Dgg 3/4"GLASS BITE 3B 3/4"GLASS BITE W
U m%
33 33 33 m
GLAZING DETAIL F GLAZING DETAIL G GLAZING DETAIL H W d <Q
DRY GLAZED DRY GLAZED DRY GLAZED
REMARKS BY DATE
9/16"O.A.LAMINATED GLASS: 9/16"O.A.LAMINATED GLASS:
1/4"HEAT STRENGTHENED GLASS 1/4"HEAT STRENGTHENED GLASS
0.060"TROSIFOL PVB BY KURARAY 0.060"SAFLEX PVB BY EASTMAN
3S (FORMERLY KNOWN AS BUTACITE BY DUPONT) 35 (PREVIOUSLY KNOWN AS SOLUTIA)
1/4"HEAT STRENGTHENED GLASS 1/4"HEAT STRENGTHENED GLASS
``,�Y\Ilfllfll'if"11
9/16"GLASS BITE 73 gg 9/16"GLASS BITE 73 AIR SPACE CONSISTING OF: NV�, E•IS• �C)
3B -SPACER:ALUMINUMBOXSPACER. _ 7
SEALANT:STR
-PRIMARY SEALANT:POLYISOBUTYLENE(PIB). '*
GLAZING DETAIL F1 GLAZING DETAIL G1 NT NDDEDRFORFABRICATION OFRAL INSUI "'
INSULATING SILICONE A OF j ..
DRY GLAZED DRY GLAZED GLASS UNITS. 0� o tDP:'��c
N�tmL3I N. i
f EuILEX G N4 7JNo
BNLDIND DROPS.INC
GLAZING NOTES: J9a c DANiA BFAOI BE, . JJa
DANU BEAL]I,R
1. GLASS TYPEAND THICKNESS SHALLCOMPLYWITH FBPE CERT.OF AUn1Dfe2Ana H.NSTB
ASTM E1300 REQUIREMENTS AS WELL AS APPLICABLE FL#:
eSAFETY GLAZING REQUIREMENTS PER THE FBC. r C L 1 6 f J/t C C n
THICKNESS,TEMPER,AND SAFETY GLAZING o
REQUIREMENTS SHALL BE REVIEWED ON A SITE
SPECIFIC BASIS. DATE: 9.14.18
2. SET71NGBLOCX DUROMETER HARDNESS OF 70-90
. (SHORE AI AS REFERENCED IN FBC CHAPTER 24. DWG.BY: CHK.BY:
3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH H R H F N
FOR GLASS WIDER THAN 36"AS PER FBC CHAPTER 24.
4. D.L.O.AND DESIGN PRESSURES MAY NOT EXCEED MAX SCALE: NTS
VALUES IN GLASS CHARTS.
DWG.#: YKK020
SHEET:
Page 16 of 19
35H DOOR BILL OF MATERIAL O MEETING STILE O MEETING STILE
'm ITEM PART DESCRIPTION MATERIAL MANUFACTURER PIVOT STILE
T I E9-0222 PIVOT STILE 6063-TS YKKAP 1 6063-TS 6063-TS
6063-TS
S 2 E9-0230 MEETING STILE 6063-TS YKKAP Quality
S 3 E9-0223 MEETING STILE 6063-TS YKKAP t9 IR9�ryttes"
4 E9-0236 CONTINUOUS HINGE STILE 6063-TS YKKAP I'
0.150"
5 E9-0251 8°BOTTOM PRAILIFAIL INS. 6063-TS YKKAP 0.126° YKKAPAmericaInc.
6 E9-0253 TOP RAIL INS. 6063-TS YKKAP
1219 HWY 441 BYPASS
7 E9-0255 EXTERIOR GLASS STOP INS. 6063-TS YKKAP Q,150" DUBLIN,55 FA (678)8
B E9O347 INTERIOR SWEEPGLASS BASETOP . 6063-T5 YKKAP PH:L47DULI19SSFAIL(674I938fi401
9 E9-0347 DOOR SWEEP BASE 6063-TS YKKAP 2.374"
10 E9-0348 DOOR SWEEP COVER 6063-TS YKKAP
2.374"
11 E9-0504 DOOR IAMB 6063-TS YKKAP tZ
12 E9-0501 MONO.TRANSOM MOIL 6063-T5 YKKAP 2.374" ?
13 E9-0487 41 °AIRTHGHT THRESHOLD 6063-T5 YKKAP 3,874° N Q Q a k
14 E9-0503 THRE5HOLDATTACHMENT 6063-TS YKKAP Z) Q B
15 E9-0502 SS/16"THRESHOLD 6063-TS YKKAP 3.872" O Z - K is G S y
16 E9-0619 SILLFLASHING 6063-TS YKKAP ZI O 0 a a a
17 E9-0522 REMOVABLE MULLION 6063-TS YKKAP l:I m
18 E9-0227 SHEAR CLIP 606345 YKKAP Q Z a
19 E9-0231 LOCK BASE 6063-T5 YKKAP O c LL
20 E9-0510 HINGEBACKER 6063-T5 YKKAP O CONTINUOUS HINGE STILE O .8"BOTTOM RAIL INS. O TOP RAIL INS Z)W �, W
21 E9-0657 FLAT FILLER 6063-TS YKKAP 6063-T5 6063-T5 6063-T5 2 z m
22 E1-0311 BACKER PLATE STEEL
23 EI-0312 BACKER PLATE. STEEL W
24 E1-0351 JOINTCLIP 6063-TS YKKAP
25 EI-0353 LOCK BASE 6063-TS YKKAP 0.126" 1 8189" �{ ;J,• W $ a a
26 EI-0357 HINGE BACK PLATE 6063-T5 YKKAP W
27 E1-0381 JOINT CLIP 6063-T5 YKKAP H a
28 El-IOSO ENDDAM 6063-TS YKKAP 0.126" 4874"
29 EI-1056 THRESHOLD CUP STEEL 0.126" 2.350.. REMARKS BY DATE
30 E33068 FLAT FILLER 6063-TS YKKAP 2.374"
31 E2-0051 AIRTIGHT GASKET PVC
32 E2-0062 WEATHERSTRIP POLYPROPYLENE
33 E2-0063 SETTING BLOCK EPDM
34 E2-0067 DOOR SWEEP GASKET EPDM 1 NOTE:
35 E2-0083 EXTERIOR GASKET EPDM BOTTOM RAIL SHALL BE,AT MINIMUM,7 5/16" 2.338"
36 E24KJ85 SPACER GASKET PC EPDM
37 E2-0087 WEATHERSTRIP POLYPROPYLENE
38 E2-0088 INTERIOR GASKET EPDM •�[ncin oFiacN�ncTrmv'"ia[�"Saisr([Pr4
39 E2-0093 ASTRAGAL GASKET SILOCONE O EXTERIOR GLASS STOP INS.O INT.GLASS STOP INS. O DOOR SWEEP BASE 10 DOOR SWEEP COVER oocuMTxT:roxu Twlrxrx4 naaminr.
40 E3-0005 ADJUSTABLE CAP NYLON 6063-T5 6063-TS 6063-TS 6063-T5
41 E4.0001 STANDARD LABEL ALUMINUM `\11111111T11"/
42 E4.0028 IMPACT LABEL ALUMINUM \\\ (
43 FC-3016 FH SMS STEEL 0.047 ```� •` °, 0
44 SM-3810 SH CAP SCREW STEEL
45 E9-0238 BOTTOM RAIL EXT. 6063-TS YKKAP • °• •- ,(Y
46 27HD CONTINUOUS HINGE SELECT 1,126" �] 0.275° „ �°�.� E S /p
1.157" 0.804n 0.047u
47 760-226MD CONTINUOUSMINGE NAGAR-ROTON 4 0.055.1 N -7 7
48 B81191 BUTT HINGES STAINLESS STEEL NAGAR 0.875"
49 E9-0601 MONO TRANSOM HEADER 6063-TS YKKAP 0.255" = -D ' S A OF ° Z
8 50 E9-0651 I.G.TRANSOM HEADER 6063-TS YKKAP 0.675" 0,581" Q M
51 E9-0520 MONO TRANSOM MULL 6G63-TS YKKAP j 0 0 lOP
7 52 E9�0521 I.G.TRANSOM MULL 6063-TS YKKAP ��.CS `\
13 E1-021�__ TRANSOM DOOR STOP 6063-TS YKKAP
55 E9-0223 TRANSOM
HEAD FILLER 6063-TS YKK AP
6G63-TS YKKAP 11 DOOR JAMB 12 MONO TRANSOM MULL 13 4 1/2"AIRTIGHT THRESHOLD /'/\\i�-,S�,IO. L.Ery%11 \1
6063-T5 6063-T5 6063-TS HL7LE614 xMuab)d.E
56 E9-0220 TOP RAIL MONO 6063-TS YNK AP FLORIDA P.E.No 73770
57 E9-022S EXT.GLASS STOP MONO 6063-TS YKKAP BUIUXX0 DROPS.INC
58 E9-0226 IM.GLASS SLOP MONO 6063.15 YKKAP ]1H E OAr4A BFACH BUO. SSS
T 4.500" DAraA eEAaa FL
.`. 59 E9-0217 MIDRAIL FILLER 6063-TS YKKAP 1
60. E9-0237 PANICMIDRAIL 6063-T5 YKKAP FHPE CERT.OF AUTHORIZATION Nu 99AB
a 61 E9-0235 8"BOTTOM RAIL MONO 6063-T5 YKKAP FL q:
62 E9-0517 I.G.TRANSOM MULL 6063-TS YKKAP 0.155" FL16554
63 E9-0245 I.G.BOTTOM RAIL EXT. 6063-T5 YKKAP 0.110
64 EI-0197 REM.MULL REINF. STEEL(MIN.A36) YKKAP 0.50
65 E9.3182 CW SUB FRAME-HEAD 6063-T5 YKKAP S.000n DATE: 9.14.18
2.500"
fib E9-318G CW SUBFMME-IAMB S 6063-T5 YKKAP 0.094" 14 THRESHOLD ATTACHMENT DWG.BY: CHK.BY:
67 E9-8344 2 1/2°CROSS MIL 6063-T5
YKK AP 6063-T5 H R H F N
68 E9-0233 10°BOTTOM MIL MONO. 6063-TS YKKAP
Q 69 E9-0252 10"BOTTOM RAIL INS. 6063-T5 YKKAP SCALE: NTS
_ 70 E9-0511 THRESHOLD RAMP 6063-TS YKKAP
71 E9-0512 THRESHOLD RAMP 6063-T5 YKKAP 4969" T} DWG.»: YKK020
72 E9-0513 THRESHOLD RAMP 6063-TS YKKAP ---►� 2.500" J- .
73 E2-0086 SETTING BLOCK EPDM 0.509" I 0.141n SHEET:
'g 74 E2-0737 SETTING BLOCK EPDM IL 1112" �l
75 E2-WS SETTING BLOCK EPDM �Illll
76 11: 1 .SHEAR BLOCK 6063-TS YKKAP
77 BB-1199 HAGER BUTT HINGE 6TAINLESS STEEL HAGER Page 170(T9
s
6
5 5/16"THRESHOLD SILL FLASHING REMOVABLE MULLION SHEAR CLIP QuBi
S 15 6063-T5 16 6063-TS 17 6063-T5 18 6063-TScl
TYPICAL WALL TYPICAL WALL 103}SltCS
THICKNESS:.125" THICKNESS:.189" YKK AP America Inc.
5.323" 2.500" 1a DUBUN,GE RGIA31021
0.063". � 2.375" I 0.189"
PH:(i)B(2))1985 FA%:�6)B)8386001
D.11D" L TCD
1 Z
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5.252" 3.375" 1.925" y¢ a n N
1.014" 0.125" I o N Er 4 a
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19 LOCK BASE 29 THRESHOLD CLIP 30 FLAT FILLER 45 BOTTOM RAIL EXTENSION o m cc m
6063-T5 STEEL 6063-T5 6063-T5 h i-
TYPICAL WALL W
THICKNES5:.118" 0.105" IL- W W a
F cod
[,T2,0t00" 3.898" REMARKS BY DATE
2.028'
- � 0.118" c QOc � 0.886" 4.937" 0.126"
1.248" 0.079"
TWIMTNOATVROLNKTXUD�MKDHE
ExG
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2.350"
49 MONO TRANS.HEADER 50 I.G.TRANS.HEADER 51 MONO TRANSOM MULL 52 I.G.TRANSOM MULL .` E• '�
6063-TS 6063-T5 6063-T5 6063-TS •N 7 7 �O
7t
r
� S {y OF T 0
1.
= 2.500" 0.079" 2.500" 2.500" 0.079" 2.500" L.094" i', -'s O
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DAAIAD MOPS INC
4.969" -�{ 4.969" -�{ 4 4.969"
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EFL#:
FL16554
TRANSOM DOORSTOP TRANSOM HEAD FILLER 7"BOTTOM RAIL MONO.
53 6063-TS 54 6063-TS 55 6063-TS DATE: 9.14.18
DWG.BY:
c"KHFN
3 898 SCALE: NTS
1 0.125" � � 7.311'
L- T DWG.#: YKK020
1.312" 0.886" 2.350"
0.126" SHEET:
g I 0.079" 17
1.984" ~ Page 18 of 19
PANIC MIDRAIL 8"BOTTOM RAIL MONO. YHKI
N TOP RAIL-MONO. EXT.GLASS STOP-MONO. INT.GLASS STOP-MONO. MIDRAIL FILLER 60 6063-T5 61 6063-T5
'S6 6063-T5 57 6063-TS 58 6063-T5 59 6063-T5 IQYIBIthf
0.126" c;I IIYS�71i'CS
YKK AP America Inc.
U LI NWE641BYPASS
CI1BUN,55 FM:1a1o21
PR:t<)a13))•1955 LAM:�6)B)B3a-1
0.675" Q~ 0.047" 0.114"
0.675" 0.047 1.267"
4.685" 0.969" 6.934" 2
0.126" 0.937" $R Z
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0.158" 8.000" C)C.)
2.350" j¢ aQao
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OI.G.TRANSOM MULL O I.G.BOTTOM RAIL EXT. O REMOVABLE MULL REINFORCEMENT O CW SUBFRAME-HEAD --i 2.350" F- w w a `a 62 6063-TS 63 6063-T5 64 STEEL 65 6063-T5 W a
L 2.000" I�
0.094" 0.750" REMARKS BY DATE
al
--
0.313" 5.0001,
2.813" f
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0.120'
2.500"
0.094" 5.126" 0.126' NE"H)uanoNOE)N�oE:<NBEo ouiN.NEOEx(EK
0.750" - µACITIEx ONUIJKNTE[t PUPM
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-EN)f FOR USEWTHTM
4.969" � N).
:0
66 CW SUBFRAME-JAMBS 67 2 1/2"CROSS RAIL 68 10"BOTTOM RAIL MONO. 69 10"BOTTOM RAIL INS. =* ' ,N 2
6063-TS 6063-T5 6063-T5 6063-T5
` SA OF [Y�
2.338" i
0.094" 30.000" 10.189" j�`sS ..L
5.000" 2.500" -f I 'T H Y`RE N,abINCA
T T MIMIC v. No rasa
aBe E MA 81 CH 3 3ae
2.335" 2.350" BAEUA BEACH.R»aot
LePE cmr.OF AunEaarAnaH Ha acre
m 0.114" FL M.
FL16554
0.126"
0.750" DATE: 9.14.18
DWG.BY: CHK.BY:
THRESHOLD RAMP 71 THRESHOLD RAMP �Z THRESHOLD RAMP HR HFN
6063-T5 6063-T5 6063-T5 SCALE: NTS
s 7.498" r7-
7.683" -� �{ 3.183" DWG.s: YKK020
Q 1.250° 1.500" SHEET:
0.627" J 0
Page 19 of 19