HomeMy WebLinkAboutAPPROVED Revision FL29677 Atlantic Series 130 LM Alum SGD LMI 192" (SEE CHART FOR WIDER DOORS) w
DOOR WIDTH I
li
_ n
2 1" MAX. HEAD/SILL ANCHORS
3 3/4" MAX. TYP. cn riZ CID
I— AT INTERLOCK/ASTRAGAL ENDS
NP• 3" HEAD/SILL 3" MAX. 1� SEE SHEET 3 FOR CAPACITY z Z M -'
HEAD/SILL - AT STILE tr F W c(D z¢
CORNERS Mom' / _ \\ ENDS \\ col 0 d v
n n d � w
li /0 � NM
i7 I V yj ei
DAYLITE OPENINGS: i Q► >m o
D.L.O. HEIGHT = PANEL HEIGHT — 8.875" i I i i I i. C a c a
D.L.O. WIDTH = PANE C �' I �' �' i �' 0
i� D i� E i� i� C
PANEL HEIGHT = DOOR HEIGHT — 2" `* i i i 11 Z 0 a
I OPTIONAL W 0 LL
I I 32 SEE CHARTS ON I I '�s 1aL W N
_ = a SHEET 2 i J 602 10
THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. <2 w < w mul
SHUTTERS ARE NOT REQUIRED. _ _ O
0 Zto
o ii ii g
ATLANTIC SERIES LM 130 ALUM SLIDING GLASS DOOR
SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS/REINF. `. I i m
I I U
USING CHART ON SHEET 3 SELECT ANCHOR OPTION WITH DESIGN I I a m z J o
RATING MORE THAN DESIGN LOADS REQUIRED. O i i � X i i O m
ul a U,
LOWER DESIGN PRESSURES FROM GLASS OR ANCHOR CHARTS M JI i i o i i Q rw`I
I I I d I I Z J 8
WILL APPLY TO ENTIRE SYSTEM. B
LI ¢ O � V
LI .. M _ ^
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE u- --------------
- __11 Q
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE j N i
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). \` I 3" w Lu w
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE 41 11/16" 31 3" �" ,� Y
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 49" D.L. OPG. Z
TO THE BUILDING STRUCTURE. PANEL WIDTH z n m ALL ANCHORS IN PAIRS
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 49" INTERMEDIATE ANCHORS U w -'
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE - PANEL WIDTH `(1) PAIR REQD. FOR PANEL WIDTHS UPTO 48" ¢ W M m ~
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. (2) PAIRS REQD. FOR PANEL WIDTHS ABOVE 48"
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. - SEE CHART FOR WIDER PANELS
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT TYPICAL ELEVATION
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. TESTED UNIT JAMB ANCHOR SPACING
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION 15" MAX. FOR INSTALLATIONS INTO CONC., WOOD °
AND METAL STRUCTURES 9
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY t-
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR cn
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL. ALL DOOR INSTALLATIONS MUST BE IN ACCORDANCE WITH
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION EGS INSTALLATION INSTRUCTIONS. iri
IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ALL SEALANTS TO BE TREMCO SPECTREM 2 OR EQUAL. o 0
LABELING TO COMPLY WITH SECTION 1709.9.2. (EQUAL SEALANTS MUST BE TESTED BY SEALANT
MANUFACTURER FOR COMPATIBILITY & ADHESION). FL #29677
`p8�0
A-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND
INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION
IDS — PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ®® ��° ®®® N II
C
ON THIS DOCUMENT.OPP. I
® ao
a
Ell OPP- tr B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF o d o ~
ALTERED BY ANY MEANS. ® ®�� o m a a
LLIOL
a
L�' D C-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED e q
ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.)
X O X O O X X 11 O FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER ppnn,,
USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ®�® S E®F v® drawing no.
OX(SHOWN) OXO (SHOWN) OXXO(SHOWN) ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE ®�
XO SPECIFIC DRAWINGS FOR REVIEW. ® °°°�OR1®�^°°°
_THIS P.E -n 19-47F
APPROVED CONFIGURATIONS
D THE PROFDESSONAL. SHALL E ENGINEER OF RECORD EAR THE DATE AND THATAPREPAREDL SEAL ND SIGNATURE OF ®® NAL,�0;®0� sheet 1 Of 8
Sealed 6/10/19
DESIGN LOAD CAPACITY - PSF (GLASS) DESIGN LOAD CAPACITY - PSF (GLASS)
w
GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'A' GLASS TYPE 'B'
W/O REINF'D WITH REINF'D W/O REINF'D WITH REINF'D �
PANEL WIDTH INTERLOCKS INTERLOCKS PANEL WIDTH INTERLOCKS INTERLOCKS Z m n rn
NOMINAL DOOR HE
NOMINAL DOOR HEIGHT N ch
INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) O Z M N z
24 80.0 135.0 105.0 130.0 24 - 105.0 130.0 a L N Q
30 80.0 135.0 105.0 130.0 30 - - 105.0 130.0 IL NOTE: IL o: c a-
36 80.0 135.0 105.0 130.0 36 - - 105.0 130.0 GLASS CAPACITIES ON THIS SHEET ARE 0 w N M
39-1/4 80.0 135.0 105.0 130.0 39-1/4 114 - - 105.0 130.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) puj
LL
42 84 74.8 126.2 105.0 130.0 42 - - 105.0 130.0 AND FLORIDA BUILDING COMMISSION
48 80.0 130.0 105.0 130.0 48 - - 105.0 130.0 DECLARATORY STATEMENT DCA05-DEC-219 v W rl
50 76.8 124.8 100.8 124.8 50 - - 100.8 124.8 cy 0 M
53 72.5 117.7 95.1 117.7 24 - - 105.0 130.0 OIL O G `l
56 68.6 111.4 90.0 111.4 30 - - 105.0 130.0 0 y y MEZ .J :
60 1 64.0 104.0 84.0 104.0 36 120 - - 105.0 130.0 a Lu W N LL.
o
Z
24 80.0 135.0 105.0 130.0 39-1/4 - - 105.0 130.0 p g
30 80.0 135.0 105.0 130.0 42 - - 105.0 130.0 J Z M Q w
36 80.0 135.0 105.0 130.0 48 - - 105.0 130.0
39-1/4 80.0 135.0 105.0 130.0 DOOR SIZES TO COMPLY WITH FBC EGRESS REQUIREMENTS AS APPLICABLE.
42 90 74.8 126.2 105.0 130.0 o M
o LO
48 80.0 130.0 105.0 130.0 j
50 76.8 124.8 100.8 124.8
OVERALL DOOR WIDTH " U a'
53 72.5 117.7 95.1 117.7 PANEL WIDTH NOMINAL = U i
NUMBER OF PANELS ? J O uO
56 68.6 111.4 90.0 111.4 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS o rn
PANEL HEIGHT = DOOR HEIGHT - 2" cn I-LLJ 1
60 - - 84.0 104.0 .090" Interlayer .075" Interlayer Q w �
24 80.0 135.0 105.0 130.0 MAX. OVERALL DOOR WIDTH ANY CONFIGURATION = 192" Saflex HP Clear or Color Glass Saflex CP With PET Core :D Z of -j LL
By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' ¢ O � ILL-
30
80.0 135.0 105.0 130.0 0
36 80.0 135.0 105.0 130.0 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS Z 1 Ln Q
J
39-1/4 80.0 135.0 105.0 130.0 cV a-
(INTERPOLATION BETWEEN WIDTHS ALLOWED) W
42 96 80.0 130.0 105.0 130.0 F-
Y rn
48 80.0 130.0 105.0 130.0 SHOWN CAPACITIES ARE FOR ADHESIVE COMPOUND ADHESIVE COMPOUND cWi� Z uj 0 0_
4.938" SILL HEIGHTS a SIKAFLEX-552 a: SIKAFLEX-552 c� W U)50 76.8 124.8 100.8 124.8 w w (n r7
53 72.5 117.7 95.1 117.7 LIMIT EXTERIOR(+) LOADS AS FOLLOWS Z m I z m g W - w w
56 - - 90.0 111.4 3.750" SILL HT. _ +80.0 PSF � i ii � - l i i Q `�
60 - - 84.0 104.0 3.188" SILL HT. _ +53.3 PSF g i iiI00
g III
i 2.500" SILL HT. = SEE NOTE BELOW
24 80.0 130.0 105.0 130.0 LO to
2,500" SILL HEIGHTS CAN BE USED FOR INSTALLATIONS
30 80.0 130.0 105.0 130.0 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED
36 80.0 130.0 105.0 130.0 OR WHERE OVERHANG RATIO COMPLIES WITH FBC REQUIREMENTS. 16 16
39-1/4 80.0 130.0 105.0 130.0 0 o I
42 102 80.0 130.0 105.0 130.0 w w ,
48 80.0 130.0 105.0 130.0 w T17 w 17
50 76.8 124.8 100.8 124.8
53 - - 95.1 117.7 UPTO & INCLUDING 9'-0" HIGH DOORS UPTO 10'-0" HIGH DOORS
56 - - 90.0 111.4 GLASS TYPE 'A' GLASS TYPE 'B'
24 80.0 130.0 105.0 130.0 c a�
30 80.0 130.0 105.0 130.0 GLAZING OPTIONS •) a
36 80.0 130.0 105.0 130.0 (D o
C
39-1/4 108 80.0 130.0 105.0 130.0
42 80.0 130.0 105.0 130.0 rn
48 80.0 130.0 105.0 130.0 ®®®® �� 04
®® ro I
50 - - 100.8 124.8 �® ° ®®' o a
53 - - 95.1 117.7 No.7059 o
O U U U
�® S E®P ®' drawing no.
19-47F
FL #29677 ®®®'®����IQ�1�®®® sheet 2 of 8
Sealed 6/10/19
HEAD ANCHOR LOAD CAPACITY - PSF HEAD ANCHOR LOAD CAPACITY - PSF SILL ANCHOR LOAD CAPACITY - PSF SILL ANCHOR LOAD CAPACITY - PSF TYPICAL ANCHORS: SEE ELEV. FOR SPACING N
0
ANCHOR TYPES 'A' 'B' & 'C' ANCHOR TYPES 'A' 'B' & 'C' ANCHOR TYPE 'B' ANCHOR TYPE 'B' - AT HEAD - - - LI
6 ANCHORS 4 ANCHORS 6 ANCHORS 6 ANCHORS 4 ANCHORS 6 ANCHORS 4 ANCHORS 6 ANCHORS 4 ANCHORS 6 ANCHORS TYPE 'A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)
AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES w� rn
PANEL WIDTH DOOR STILE ENDS STILE ENDS STILE ENDS PANEL WIDTH DOOR STD ENDS STILE ENDS STILE ENDS PANEL WIDTH DOOR STILE ENDS STELE ENDS PANEL WIDTH DOOR STILE ENDS STILE ENDS Z 013In I
h
NOMINAL HEIGHT EXT. (+) EXT. (+) EXT. (+) NOMINAL HEIGHT EXT. (+) EKE (+) EXT. (+) (+) 1-1/2" MIN. PENETRATION INTO WOOD Q f. M 14
NOMINAL HEIGHT EXT. (+) EXT. NOMINAL HEIGHT EXT. (+) EXT. (+)
INCHES INCHES INT - INT INT - INCHES INCHES INT _' INT. - INT. - INCHES INCHES INT. - INT. - INCHES INCHES INT. i- INT. - N w a
THRU 1 BY BUCKS INTO CONCRETE a I
24 135.0 135.0 135.0 24 135.0 135.0 135.0 24 135.0 135.0 24 135.0 135.0 Q ., o
1-1/4" MIN. EMBED INTO CONCRETE I G ' CL
30 135.0 135.0 135.0 30 135.0 135.0 135.0 30 135.0 135.0 30 135.0 135.0 J C 11- O
36 135.0 135.0 135.0 36 125.7 125.7 135.0 36 135.0 135.0 36 125.7 135.0 TYPE `B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) d ; N M V
uj
39-1/4 135.0 135.0 135.0 39-1/4 114 117.2 117.2 135.0 39-1/4 135.0 135.0 39-1/4 114 117.2 135.0 DIRECTLY INTO CONCRETE pLL
42 84 135.0 135.0 135.0 42 111.2 111.2 135.0 42 S4 135.0 135.0 42 111.2 135.0 1-3/4" MIN. EMBED p rn ti
48 135.0 135.0 135.0 48 100.5 100.5 135.0 48 135.0 135.0 48 100.5 135.0 TYPE 'C'- 1 Z4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) I p LLF>M
50 135.0 135.0 135.0 50 f 97.6 1 97.6 1 135.0 50 135.0 135.0 50 1 97.6 135.0 INTO F.B.C. APPROVED MULLIONS O d C G a
53 135.0 135.0 135.0 24 135.0 135.0 135.0 53 135.0 135.0 24 135.0 135.0 OR Q
56 135.0 135.0 135.0 30 135.0 135.0 135.0 56 135.0 135.0 30 135.0 135.0 INTO METAL STRUCTURES (HEAD/JAMBS) rn In C 0
60 134.0 134.0 135.0 36 118.3 118.3 135.0 60 134.0 135.0 36 118.3 135.0 I (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS I Q W D l a
24 135.0 135.0 135.0 39-1/4 120 110.2 110.2 135.0 24 135.0 135.0 39-1/4 120 110.2 135.0 ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) {L z LLI 0
30 135.0 135.0 135.0 42 104.5 104.5 135.0 30 135.0 135.0 42 104.5 135.0 STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) •,1 z 0 Q w
- (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Q W 01 f r
36 135.0 135.0 135.0 48 94.3 94.3 t 135.0 36 135.0 135.0 48 1 94.3 135.0
39-1/4 135.0 135.0 135.0 39-1/4 135.0 135.0 AT SILL
42 135.0 135.0 135.0 42 135.0 135.0 o
90 90 TYPE B'- 1 4 IA. U T (Fu�177 KSI, Fy=ts5 KSQ� CD
48 135.0 135.0 135.0 48 135.0 135.0
to
DIRECTLY INTO CONCRETE cn i
50 133.6 133.6 135.0 50 133.6 135.0 �
1-3/4" MIN. EMBED
53 129.0 129.0 135.0 53 129.0 135.0 L (_1 0'
56 125.1 125.1 135.0 56 125.1 135.0 - -AT JAMBS - - o J �O LO
r-
60 120.6 120.E 1 135.0 60 1 120.6 135.0 " -1 "
TYPE 'D'- 1/4 DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) ti J y�j r7
24 135.0 135.0 135.0 24 135.0 1 135.0 Q W
30 135.0 135.0 135.0 30 135.0 135.0 I THRU 1 BY BUCKS INTO BLOCKS I J Z Ir
36 135.0 135.0 135.0 36 135.0 135.0 1-1/4" MIN. EMBED INTO BLOCKS Q O v~i �`
39-1/4 135.0 135.0 135.0 39-1/4 135.0 135.0 I DIRECTLY INTO BLOCKS g Z Q
42 96 135.0 135.0 135.0 42 96 135.0 135.0 1-1/4" MIN. EMBED INTO BLOCKS N Of C4 a i
48 125.7 125.7 135.0 48 125.7 135.0 I TYPE 'E'- 1/4" DIA, ULTRACON BY 'ELCO (Fu=177 KSI, Fy=155 KSI) I Z ?� Y
50 122.3 122.3 135.0 50 122.3 135.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES "' - ,to
53 117.9 117.9 135.0 53 117.9 135.0 1-1/2" MIN. PENETRATION INTO WOOD z (n n m �5
56 114.1 114.1 135.0 56 114.1 135.0 Lu W bi
bi
60 109.7 109.7 135.0 60 109.7 135.0 THRU 1 BY BUCKS INTO CONCRETE ¢ W r%� a
24 135.0 135.0 135.0 24 135.0 135.0 1-1/4" MIN. EMBED INTO CONCRETE
30 135.0 135.0 135.0 30 135.0 135.0 DIRECTLY INTO CONCRETE
36 135.0 135.0 135.0 36 135.0 135.0 1-3/4" MIN. EMBED INTO CONCRETE
39-1/4 134.3 134.3 135.0 39-1/4 134.3 135.0 TYPE F'- #14 SMS OR SELF DRILLING SCREWS (GRADE 5 CRS)
42 102 127.7 127.7 135.0 42 102 127.7 135.0 INTO F.B.C. APPROVED MULLIONS
48 116.0 116.0 135.0 48 116.0 135.0 OR
50 112.8 112.8 135.0 50 112.8 135.0 INTO METAL STRUCTURES (HEAD/JAMBS) I g
53 108.5 108.5 135.0 53 108.5 135.0 (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
56 104.8 104.8 135.0 56 104.8 135.0
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.)
24 135.0 135.0 135.0 24 135.0 135.0 STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
30 135.0 135.0 135.0 30 135.0 135.0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
36 134.0 134.0 135.0 36 134.0 135.0 (D
39-1/4 125.2 125.2 135.0 39-1/4 125.2 135.0 ANCHOR EDGE DISTANCES 0 o
42 108 118.9 118.9 135.0 42 108 118.9 135.0 INTO CONCRETE = 2-1/2" MIN. L o
48 107.7 107.7 135.0 48 107.7 135.0 INTO WOOD STRUCTURE = 1" MIN. `►►91IId
50 104.7 104.7 135.0 50 104.7 135.0 INTO METAL STRUCTURE = 3/4' MIN.
WOOD AT HEAD OR JAMBS SG = 0.55 MIN. ®®��°°°
53 100.5 100.5 135.0 53 100.5 135.0 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. ®a ® N ° `-'
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ® o
No.7059
o d
® e v w =
OVERALL DOOR WIDTH
PANEL WIDTH NOMINAL = drawing��
NUMBER OF PANELS ®�.°° S EOF 9 no.
c®�►�� off, 19-47F
PANEL HEIGHT = DOOR HEIGHT - 2" ®®B��g10��°,1�
FL #29677 //111#1 I V►,®®® sheet 3 of g
Sealed 6/10/19
TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS
TYPICAL ANCHORS IN PAIRS
SEE ELEV. FOR SPACING V 47- w
AND SHEET 3 FOR QUANTITY SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING METAL I
AND SHEET 3 FOR QUANTITY AND SHEET 3 FOR QUANTITY STRUCTURE U-
AT INTERLOCK/ASTRAGAL ENDS AT INTERLOCK/ASTRAG: ENDS AT INTERLOCK/ASTRAGAL ENDS f
Z m OD rn
01
J OOD BU I X =
TRUco
a OR a z
40 a W CD4" O.C.° DGE DIST.
AT CLUSTER OF a " a . °" L g
GE DIST. 4 .M. EDGE JL NN Jazat
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ANCHORS ONLY " . . O� p O O
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O I I 19: AT CLUSTER OF W F_ O: N N O N
A I I ANCHORS ONLY x z J
I I w TYPICAL ANCHORS IN PAIRS w Q W a
19 I I SEE ELEV. FOR SPACING z 0 2 M
AND SHEET 3 FOR QUANTITY ,J t9 0 Q
FM I -- 33 AT INTERLOCK/ASTRAGAL ENDS z M- m
V I
Q W F
6I 1 BY WOOD BUCK _ _
I d a ° . 4. ° SEE NOTE SHEET 1 - M
6 EDGE_DIST. 4g O.C. ° a ° MIAMI—DADE APPROVED u)
• a. MULLION & MULLION ANCHORS
ii ° ° SEE SEPARATE APPROVAL
III ICI Ili ill U
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o _j _j W - w w TYPICAL ANCHORS IN PAIRS ti> Z uj O
o W o Ei SEE ELEV. FOR SPACING � a,
d ;4l lI- j AND SHEET 3 FOR QUANTITY z v
I I I I I I AT INTERLOCK/ASTRAGAL ENDS W w W
I I I,I I I
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III III III III
I III lil III III
SEALANT:
I W2-_ ij.i!. li i! �
- 5 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH o
WHITE/ALUMINUM COLORED SILICONE.
I 4.1 + I + W2
SEE NOTE ON MAJOR INTERLOCK STILES TOP AND BOTTOM ENDS FILLED
SHEET 2 FOR WITH EXPANDING URETHANE FOAM. a
SILL LIMITATIONS
j I 33
+ + I 4.939 ALL INSTALLATION ANCHOR HEADS TO BE SEALED
30 pu j 20 i 3.750 & EXPOSED ANCHORS TO BE CAPPED WITH ALUM.
31 O ii ii 1 i 2 BUTTON COVERS. .2 v II II 2B 2C 3.188
II II � i 2.500
WEEPHOLES:
-- 21 W1 = 3/16"H X 3/4"W WEEP SLOTS
!r AT QUARTER POINTS OF EACH PANEL ®®® ��°°° ° ° �® ®® N RII o
�- ° W2 = 3/8" WEEP HOLE AT 6" FROM ENDS
POURED & HARDENED AND CENTER OF EACH RAIL No.7050 T
HIGH STRENGTH GROUT m m a s
a d Wl ° 20 W1 °. !'I a f'c = 5000 PSI MIN.
EDGE DIST. d (NON METALLIC) WOOD BUCKS NOT BY EGS INTL., MUST SUSTAIN
2.73 1" / AG
NOT BY EGS BONDINGINTLENT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ®�®° °° S E®F drawing no.
TYPICAL ANCHORS IN PAIRS MUST TRANSFER SHEAR THEM TO THE BUILDING STRUCTURE. �0R9jO ®f 19-47F
SEE ELEV. FOR SPACING LOADS TO STRUCTURE ®s
AN SHEET 3 FOR
ATDNTERLOCK/ASTRAGAL QUANTITY
ENDS FL #29677 ®®®®e®111111��®®® sheet 4 of 8
Sealed 6/10/19
#10 X 1" FH SMS �] i
® 6" FROM ENDS % II w
& 18" O.C. #12 X 1-1/4" FH SMS '
PANEL WIDTH �'-
® 6" FROM ENDS
& 17-1/2" O.C.
1/4" MAX. O D.L. OPG. O O D 1 Z
01
SHIM 34 22 7 10 35 36 37 38, 8vr O W Z m Q
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1 3A ' SELF TAPP NGFSCR `A1 = Z J
#10 X 3 4" TEKS /' ¢ LL-
(2) AT EACH END D.L. OPG. ® 6" FROM ENDS / o
AT 3" O.C. USE REINFORCING AS PER-, & 17-1/2 O.C.
USE REINFORCING AS PER Q
CHARTS ON SHEET 2
(1) AT MIDSPAN - Z Q
(TOTAL OF 5 SCREWS) PANEL WIDTH CHARTS ON SHEET 2 X N W µl
EXTERIOR w W w `D
rn
DOOR WIDTH cWn Z O d
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TYPICAL ANCHORS IN PAIRS SELF TAPPING SCREWS Z o M
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27 ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS u w
1 EGS-551 1 FRAME HEAD 6005-T5/6105-T5 -
/� 2 EGS-580 1 FRAME SILL (3-3/16OD
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/ 2A EGS-581 1 FRAME SILL (3-3/4" HIGH) 6005-T5/6105-T5 - Z M �`
28 EGS-552 1 FRAME SILL (4-15/16" HIGH) 6005-T5/6105-T5 - O Z M N z
/ 2C EGS-580 1 FRAME SILL (2-1/2" HIGH) 6005-T5/6105-T5 - 2 2 N ¢1
3 EGS-567 2 FRAME JAMB W/O POCKET 6005-T5/6105-T5 = O W G�v. M
3A EGS-553 2 ALT. FRAME JAMB W/ POCKET 6005-T5/6105-T5 ILW w xx
4 EGS-573 1/MOV. PANEL MOVING HORIZ. BOTT. RAIL _ 6005-T5/6105-T5 - I p LL
5 EGS-572 1/FIX. PANEL FIXED HORIZ. BOTT. RAIL 6005-T5/6105-T5 - Q 8
6 EGS-571 1/PANEL TOP RAIL 6005-T5/6105-T5 - p ur ri
7 EGS-574 AS REQD. FIXED STILE 6005-T5/6105-T5 - O d C Q
8 EGS-575 AS REQD. LOCKING STILE 6005-T5/6105-T5 - rr
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9 EGS-576 AS REQD. MAJOR INTERLOCK 6005-T5/6105-T5 - Q; 0 Z O N
10 EGS-577 AS REQD. MINOR INTERLOCK 6005-T5/6105-T5 - Q W p U. a
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11 EGS-561 AS REQD. STILE ADAPTER 6005-T5/6105-T5 - f
12 EGS-566 AS REQD. DOOR SWEEP 6063-T5/6105-T5 AT TOP OF MOV. PANEL a W 0m1 Lu
13 EGS-579 AS REQD. GLASS ADAPTER 6063-T5/6105-T5 -
FRAME TOP CORNER 14 EGS-570 AS REQD. JAMB COVER 6063-T5/6105-T5 -
16 EGS-72 AS REQD. 9/16" GLAZING GASKET SOFT PVC TEAMPLASTICS (BVC INC.) o
17 TX11429E 2/ LITE SETTING BLOCKS, 4" LONG, ® 10" FROM EACH END EPDM TREMCO N I
19 28027045/7527-6011-4 AS REQD. FINSEAL WOOLPILE AT HORIZ. RAILS - AMESBURY co
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21 38027045/7537-6011-6 AS REQD. FINSEAL WOOLPILE AT FIX. BOTTOM RAIL - AMESBURY 5 J I-
22 21027045/7420-6011-2 AS REQD. FINSEAL WOOLPILE AT VERT. STILES & SWEEP - AMESBURY � Q w
27 #8 X 3/4" 2/ CORNER FRAME ASSEMBLY SCREWS ST. STEEL PH SMS ¢ �
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28 #12 X 1" 2/ CORNER PANEL ASSEMBLY SCREWS ST. STEEL TH SMS o 0 V)
30 - 2/ MOV. PANEL TANDEM ACETAL WHEELS IN METALLIC HOUSING - DUAL ROLLERS Z Q
31 - 1/ MOV. PANEL ALUM CHANNEL, FULL WIDTH OF PANEL 6063-T5/6105-T5 - -' (r C 4 0_Lj
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32 - AS REQD. INTERLOCK REINFORCEMENT STEEL 1 1/2" X 3" X 11 G.A. � Z Y O)
33 - AS REQD. FIX. PANEL CLIP (AT FRAME HEAD/SILL) ALUMINUM 2 X 3 X 1/8" X 1-7/8" LONG cWi� _ Uj O
34 - AS REQD. RUBBER BUMPER - 1/2" X 1/2" SQ. X 3/16" HIGH m °'
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35 4430-00-08 OR W5208-NPV30 1 TRIMSET PULL ABS RESIN OR BRASS (PVD) ADAMS-RITE OR ASHLAND Ld W W
36 MS1847-09 1 DEAD LOCK, MOUNTED W/ (2) #6 X 1/4" FH SCREWS ST. STEEL ADAMS-RITE ¢ Lil r7 d ~
37 1 4801-05 1 STRIKE, MOUNTED W/ (2) #8 X 1" PH SCREWS & PLASTIC SHIM ST. STEEL ADAMS-RITE
38 4432 OR W5208-PP30 1 DUMMY TRIMSET PULL ABS RESIN OR BRASS (PVD) ADAMS-RITE OR ASHLAND
39 TC2 1 TRACK COVER ST/ST HYGRADE
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40 - AS REQD. SHEAR CLIP AT CLUSTERS ONLY 6005-T5/6105-T5 - m
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TENSILE STRENGTH (BREAK)= 1810 PSI m m
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TEAR STRENGTH = 260 LBF/IN ®� �®
SPECIFIC GRAVITY = 1.45 ®�°°°° S B®P ® drawing no.
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PANEL CORNER 16 GLAZING GASKET FL #29677 ��®�,10NA��;e®� sheet 8 of 8
SCALE 1:1 ——I'IIIII6A
Sealed 6/10/19