HomeMy WebLinkAboutdrawing 1635GENERAL NOTES:
1. THIS PRODUCT HAS BEEN TESTED, ANALYZED & APPROVED FOR DESIGN
PRESSURES NOT TO EXCEED THOSE SHOWN IN THE "ALLOWABLE DESIGN
PRESSURE TABLES)".
2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED
& INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE.
3. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE
DRAWINGS & SHALL NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE
DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND
WALL FINISH OR STUCCO.
4. THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) INCLUDING HIGH
VELOCITY HURRICANE ZONES (HVHZ) & IS LARGE MISSILE IMPACT RATED.
5. IMPACT SHUTTERS ARE NOT REQUIRED WITH THIS PRODUCT.
6. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS
OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY
THE PRESSURE TREATING CHEMICALS IN THE WOOD.
7. DETERMINE THE POSITIVE & NEGATIVE DESIGN LOADS TO USE WHEN
REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE
AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN
ACCORDANCE WITH THE FLORIDA BUILDING CODE, A DIRECTIONALITY FACTOR OF
Kd = 0.85 MAY BE APPLIED PER THE ASCE-7 STANDARD.
8. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME
INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF FLORIDA BUILDING CODE.
9. TO THE BEST OF OUR KNOWLEDGE, THE PRODUCT SHOWN HEREIN IS
QUALITY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/QA ENTITY &
SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE FLORIDA
DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION SPECIFICATIONS.
THESE DRAWINGS SHOW ALL APPLICABLE ELEVATION, COMBINATION, INSTALLATION
& COMPARATIVE ANALYSIS CONDITIONS AS DETERMINED THROUGH TESTING &
ENGINEERING RATIONAL ANALYSIS. PRODUCT ASSEMBLY SHALL BE IN
ACCORDANCE WITH THESE DRAWINGS, THE MANUFACTURER'S QUALITY ASSURANCE
SPECIFICATIONS & TESTING REPORTS.
10. CERTIFICATION OF THIS PRODUCT SHALL BE CONSIDERED VOID IF IT IS
INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL BUILDING
DEPARTMENT OR IF IT IS INSTALLED BY ANYONE OTHER THAN A LICENSED
CONTRACTOR EXPERIENCED WITH INSTALLATIONS OF THIS TYPE OF PRODUCT.
HINGE REQUIREMENTS
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155 13/16" MAX. FRAME WIDTH (4-PANEL DOOR)
5" MAX.
3" 3" 3" 3" A 1 3" 3" 3" 3" 5" MAX
4" MA)
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MIDDLE ANCHOR SHOWN AT
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ROW ANCHOR CONDITION (N/A
MAX. D.L.O.
WITH DOUBLE ROW ANCHORS)
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5 PER PANEL (ALL PANEL SIZES) SEE CORNER , Q
CONSTRUCTION
PLACED APPROXIMATELY 5" & 13" FROM
TOP &BOTTOM & AT MIDDLE OF PANEL DESCRIPTIONS
ON THIS SHEET
EXTERIOR ELEVATION' FRAME SCREWS WHERE
FRAME ANCHOR REQUIREMENTS TABLE (2 DIRECTION FOLDING PANELS) SHOWN. SEE "FRAME
ANCHOR REQUIREMENTS
FRAME SCREWS
SCALE: 1 /2" = 1'-0" TABLE" ON THIS SHEET
OPENING TYPE
(SUBSTRATE)
MINIMUM MINIMUM FOR REQUIREMENTS
FRAME TO OPENING FASTENER TYPE (4-PANEL DOOR SHOWN. SEE SHEET 4 FOR
EMBED EDGE DIST. (APPLICABLE TO SINGLE
(1) SINGLE SCREW ROW
MIN. 2X4 WOOD FRAME OR BUCK
(MIN. GR. 3 & G=0.55)
NO. 14 SMS OR WOOD SCREW
1 1/4"
MIN. 16 GA. 33 KSI METAL STUD
1/4" GR. 5 SELF TAP/DRILL SCREW
FULL
MIN. 1/8" THK A36 STEEL
1/4" GR. 5 SELF TAP/DRILL SCREW
FULL
MIN. 1 /8" THK 6063-T5 ALUM.
1/4" GR. 5 SELF TAP/DRILL SCREW
FULL
MIN. C-90 CMU
MIN. 2500 PSI CONCRETE
(2) 1/4" CONCRETE SCREW
(2) 1/4" CONCRETE SCREW
1 1/4"
1 1 /2"
DOUBLE SCREW ROW
OTHER DOOR PANEL QUANTITY CONDITIONS AND
RESTRICTIONS.) OR DOUBLE ROW OF
3/4" SCREWS).
1 /2"
1 /2„
1 /2"
2 1 /2"
2 1 /2"
(3) MIN. 2X6 WOOD FRAME OR BUCK
(MIN. GR. 3 & G=0.55)
NO. 10 SMS OR WOOD SCREW
1 1/4"
3/4"
MIN. 18 GA. 33 KSI METAL STUD
NO. 10 GR. 5 SELF TAP/DRILL SCREW
FULL
1 /2"
MIN. 1 /8" THK A36 STEEL
NO. 10 GR. 5 SELF TAP/DRILL SCREW
FULL
1 /2"
MIN. 1 /8" THK 6063-T5 ALUM.
NO. 10 GR. 5 SELF TAP/DRILL SCREW
FULL
1 /2"
MIN. C-90 CMU
(2) 1/4- CONCRETE SCREW
1 1/4"
2"
MIN. 2500 PSI CONCRETE
(2) 1/4" CONCRETE SCREW
1 1 /2"
2"
(1) WHEN SINGLE SCREW ROW ANCHORING METHOD IS USED SCREWS MUST HAVE A 03/4"
O.D. FLAT WASHER AT THE SCREW HEAD.
(2) CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE-FLEX (S.S.), ITW
RAMSET/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON II (C.S OR S.S.).
(3) 2X6 WOOD BUCK MAY BE RIPPED DOWN TO 4 1 /2" PROVIDING THAT REQ'D SCREW TO
BUCK EDGE DISTANCES ARE MAINTAINED.
EVALUATION OF THIS PRODUCT IS BASED ON APPLICABLE
STANDARDS AND/OR INFORMATION & RESULTS FROM
APPLICABLE TEST REPORTS. THE FLORIDA BUILDING CODE
VERSION CONSIDERED WITH THIS EVALUATION WAS THAT IN
FORCE AT THE TIME OF THE EVALUATION. IN THE EVENT OF
CODE VERSION CHANGES/UPDATES OR IN THE EVENT THAT
NEW OR ADDITIONAL TESTING IS COMPLETED ON THIS
PRODUCT, PRIOR TO STATING CODE COMPLIANCE WITH THE
STATE, THE MANUFACTURER SHALL CONFIRM WITH THE
EVALUATION ENGINEER OF RECORD THAT EVERYTHING
SPECIFIED HERE -IN IS CURRENT WITH ALL CURRENT TESTING,
CODES AND APPLICABLE STANDARDS.
CORNER CO
FRAME (WITH STANDARD RAISED SILL): MEMBERS ARE MITERED, BUTTED & JOINED VIA (2)TWO
CORNER KEYS (ITEM #12) EACH CORNER KEY IS SECURED WITH (2)TWO 05/16" X 3/4"
BRASS CONE PINS. CORNERS ARE SEALED WITH SILICONE SEALANT.
FLUSH SADDLE SILL: MEMBERS ARE SQUARE CUT, BUTTED & JOINED VIA AN END CAP WITH
(3)THREE 1/8" X 5/8" FHTF SCREWS AT THE SILL & (2)TWO 1/8" X 5/8" FHTF SCREWS AT
THE VERTICAL MEMBER. CORNERS ARE SEALED WITH A CUSHION WEATHERSTRIPPING.
RAIL TO STILE: MEMBERS ARE MITERED, BUTTED & JOINED VIA (2)TWO CORNER KEYS (ITEM
#13 & #14) THE CORNER KEY IS SECURED BY CRIMPING (2)TWO LEGS EACH PANEL.
CORNERS ARE SEALED WITH SILICONE SEALANT.
ESE DRAWINGS ARE APPLICABLE ONLY TO THE PRODUCT DRAWN BY:
ECIFIED. THEY MAY NOT BE USED FOR THE ASSEMBLY W.R.M.
D/OR INSTALLATION OF ANY OTHER PRODUCT NOR MAY PLOT:
EY BE USED FOR RATIONAL AND/OR LOCAL APPROVAL 1=24
ANY PRODUCT NOT PRODUCED BY THE MANUFACTURER
(2) ALLOWABLE DESIGN
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SCALE: 1/2" = 1'-0"
(4-PANEL DOOR SHOWN. SEE SHEET 4 FOR
OTHER DOOR PANEL QUANTITY CONDITIONS AND
RESTRICTIONS.)
a
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116 11/16" MAX. FRAME WIDTH (3-PANEL DOOR)
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REQUIREMENTS
(APPLICABLE TO SINGLE
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OR DOUBLE ROW OF
LOCKING TO JAMB)
SCREWS).
SCALE: 1/2" = 1'-0"
(ACTIVE SWING DOOR SHOWN WITH MULTI -POINT LOCK.
DEADBOLT/FLUSH BOLT LOCK COMBINATION ALSO APPLIES)
(3-PANEL DOOR SHOWN. SEE SHEET 4 FOR
OTHER DOOR PANEL QUANTITY CONDITIONS AND
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RESTRICTIONS.)
4 MAX.
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WHILE UP TO 8 PANELS IN ONE OPENING IS SHOWN,
THERE IS NO LIMIT TO THE NUMBER OF PANELS IN
ONE DOOR FRAME OPENING PROVIDING THE OPENING IS
DESIGNED TO SUPPORT THE LOADS TRANSFERRED FROM
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SHEET NO.
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SUBSTRATE BY OTHERS PER
"FRAME ANCHOR REQUIREMENTS
TABLE" --,
FRAME SCREW WITH
WASHER PER
ELEVATI O N
i- ` •
3/8" MAX. SHIM
AT EACH ANCHOR
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19
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SEALANT BY 20
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OTHERS PER GROUT AT EACH ANCHOR
"FRAME ANCHOR FRAME SCREW WITH
REQUIREMENTS WASHER PER
TABLE" ELEVATION
SECTION Al
SCALE: 1 /2 FULL 5
* STANDARD LOW PROFILE SILL RAIL CONDITION SHOWN. SEE
"HIGH PROFILE SILL RAIL DETAIL" ON SHEET 6 FOR HIGH
PROFILE SILL RAIL CONDITION
* STANDARD SILL CONDITION SHOWN. SEE "FLUSH SADDLE SILL
DETAIL" ON SHEET 7 FOR ADA SILL CONDITION
SUBSTRATE BY OTHERS PER
"FRAME ANCHOR REQUIREMENTS
TABLE" -�
FRAME SCREW WITH
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INSTALLATION CONDITION SHOWN
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FOR THE DOUBLE ANCHOR ROW
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ROW DETAILS" ON SHEETS 6 & 7
3/8" MAX. SHIM
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FRAME WIDTH
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CONTINUOUS SILICONE 71
1 32 6 DETAILS ON ❑ ❑ ❑ ❑ FRAME SCREW SEALANT BETWEEN MEMBERS
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SHEET 7 ❑ ❑ SEE GLAZING SILICONE Z to
❑ \ DETAILS ON SEALANT D
r� F I� n 15 33 55 ,� --a � \ SHEET 7 CAP BEAD 48 O L
l / '
EXTERIOR
� Q�F v `��'J CONTINUOUS '
CONTINUOUS SILICONE SILICONE SEALANT 38 33
SEALANT BPWEEN MEMBERS 26 BETWEEN 25
SECTION
MEMBERS SCALE: 1/2 FULL 6
SECTION H (FOR HINGE DETAIL NOT SHOWN, SEE SECTION B/5)
SCALE: 1/2 FULL 6
(DEADBOLT/FLUSH BOLT LOCK COMBINATION ON ACTIVE DOOR
SHOWN. MULTI -POINT LOCK HARDWARE COMBINATION ALSO APPLIES)
1
EXTERIOR FRAME SCREWS PER
ELEVATION (DOUBLE
SEALANT BY SCREW ROW)
SUBSTRATE BY OTHERS
OTHERS PER ' `4 - - '. .e r 4 e 1.
,FRAME ANCHOR , .
REQUIREMENTS
TABLE" 3/8" MAX. SHIM OR
2 1 /2" MAX. GROUT AT EACH ANCHOR
DOUBLE ROW ANCHOR DETAIL AT SILL
(FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS)
j'
EXTERIOR
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OPTIONAL HIGH PROFILE SILL RAIL
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(FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS)
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;DRAWING NO. REV.
1.635
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- SHEEf NO.
6
OF 8
SUBSTRATE BY OTHERS PER
"FRAME ANCHOR REQUIREMENTS
TABLE" ---\
- FRAME SCREWS PER ELEVATION
(DOUBLE SCREW ROW)
3/8" MAX. SHIM
�AT EACH ANCHOR
DOUBLE ROW ANCHOR DETAIL AT HEAD & SIDES
(FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS)
(HEAD SECTION SHOWN. SIDES ARE INSTALLED THE SAME)
3/41
EXTEI
EXTERIOR CONTINUOUS WOOD MEMBER LESS IN THICKNESS THAN A 2X_
BUCK TO BE MIN. 3 1/2" DEEP (NOT REQUIRED WHEN SHIM
3 SPACE IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN
49 SECTIONS). SUBSTRATE BY OTHERS
PER "FRAME ANCHOR
REQUIREMENTS TABLE"
FINISH
SEALANT BY
OTHERS
FLOOR BY
OTHERS
3/8" MAX.
SHIM OR
- - GROUT AT
FINISH
;. •• . EACH ANCHOR
FLOOR BY
OTHERS ..... •4�
SUBSTRATE BY OTHERS
PER "FRAME ANCHOR
FRAME SCREW WITH WASHER PER
ELEVATION
REQUIREMENTS TABLE"
FLUSH SADDLE SILL DETAIL
SEALANT BY
OTHERS
FRAME SCREW
WITH WASHER
PER ELEVATION
& "FRAME
ANCHOR
REQUIREMENTS
I ��
TABLE"
(SWING DOOR SHOWN. FOLDING PANELS ARE INSTALLED THE SAME)
EXTERIOR
(FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS)
(DOUBLE SCREW ROW DOES NOT APPLY TO THIS DETAIL)
OPTIONAL DIRECT MOUNT DETAIL
WHEN A FLUSH SADDLE SILL IS USED, THESE DOORS ARE NOT
TO SUBSTRATE WITH SPACER
APPROVED FOR USE WHERE WATER INFILTRATION RESISTANCE IS
(HEAD SECTION SHOWN. SILL & SIDES ARE INSTALLED THE SAME)
REQUIRED BY THE DOOR UNLESS UNITS ARE INSTALLED IN
(FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS)
NON -HABITABLE AREAS WHERE THE UNIT & THE AREA ARE
DESIGNED TO ACCEPT WATER INFILTRATION OR THEY ARE
(SINGLE SCREW ROW INSTALLATION SHOWN. DOUBLE SCREW ROW
INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR
ALSO APPLIES)
OVERHANG WHERE -BY THE OVERHANG(OH) RATIO IS EQUAL TO
OR MORE THAN 1.0 PER FBC.
Ir SEE GLASS OPTIONS BELOW SEE GLASS OPTIONS BELOW I - i
NON-I.G. GLAZING DETAIL
GLASS OPTIONS 1 & 2
GLASS OPTION 1: 7/16" LAMINATED GLASS (3/16"
H.S./0.09 KURARAY SG/3/16" H.S.)
GLASS OPTION 2: 7/16" LAMINATED GLASS (3/16"
AN./O.09 KURARAY SG/3/16" AN.)
3/4" BITE
EXTERIOR
PLASTIC HYBRID STAINLESS STEEL
1 /2" I.G. SPACER (TECHNOFORM
PART NO. TIS0102)
I.G. GLAZING DETAIL
GLASS OPTIONS 3, 4. 5 & 6
GLASS OPTION 3: 1 1/8" I.G. LAMINATED GLASS (3/16" H.S./O.09 KURARAY
SG/3/16" H.S. INTERIOR; 1 /2" AIR SPACE; 3/16" TEMP. EXTERIOR)
GLASS OPTION 4: 1 1/8" I.G. LAMINATED GLASS (3/16" H.S./O.09 KURARAY
SG/3/16" H.S. INTERIOR; 7/16" AIR SPACE; 1/4" TEMP. EXTERIOR)
GLASS OPTION 5: 1 1/8" I.G. LAMINATED GLASS (3/16" AN./0.09 KURARAY
SG/3/16" AN. INTERIOR; 1 /2" AIR SPACE; 3/16" TEMP. EXTERIOR)
GLASS OPTION 6: 1 1/8" I.G. LAMINATED GLASS (3/16" AN./O.09 KURARAY
SG/3/16" AN. INTERIOR; 7/16" AIR SPACE; 1/4" TEMP EXTERIOR)
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SHEET NO.
7 OF 8
ITEM # I ITEM DESCRIPTION I MANUFACTURER/NOTES
PARTS
1
FRAME STANDARD RAISED SILL
6063-T5 ALUMINUM
2
ADA FLUSH SADDLE SILL
6063-T5 ALUMINUM
3
PANEL STILE RAIL
6063-T5 ALUMINUM
5
SLIDING POST
6063-T5 ALUMINUM
6
POST
6063-T5 ALUMINUM
7
NON-I.G. GLAZING BEAD
6063-T5 ALUMINUM
8
I.G. GLAZING BEAD
6063-T5 ALUMINUM
9
KICK PLATE
6063-T5 ALUMINUM
10
STILE RAIL EXTENSION
6063-T5 ALUMINUM
11
STILE RAIL EXTENSION
6063-T5 ALUMINUM
12
FRAME -CORNER KEY
6063-T5 ALUMINUM
13
PANEL CORNER KEY
6063-T5 ALUMINUM
14
PANEL CORNER KEY
6063-T5 ALUMINUM
15
REINFORCEMENT CLIP 4 PER POST; 2 EACH END
S.S.
HARDWARE
18
UPPER GUIDING TROLLEY
ROLLER REINFORCEMENT
NEIDERHOFF OR DELLENBUSH 15-71-53-1
WESTERFELD 15-73-78-X S.S.
19
BOTTOM ROLLER &
ROLLER REINFORCEMENT
NEIDERHOFF OR DELLENBUSH 15-71-50-1
WESTERFELD 15-73-78-X S.S.
20
STEEL INSERT ROLLER TRACK
WELSER 5-66-09
21
BUTT HINGE
BURGHAUS 15-0-2210-190 DIECAST OR
IBW IDEAL 15-0-2227 8-120 S.S.
22
CONCEALED 2-POINT LOCK
EURIT SRL 15-0-2001-1
23
3-POINT MULTI -POINT LOCK
VBH GMBH 15-60-27-1
24
DEADBOLT
VBH GMBH 15-0-210-109
25
OPERATOR HANDLE
AS REQ'D TO OPERATE 2 & 3-POINT LOCK
26
OPERATOR HANDLE
AS REQ'D WITH PUSH PULL SWING DOORS
27
CONCEALED 1-POINT LOCK
EURIT SRL 15-0-2001-1
28
CONCEALED 2-POINT LOCK
WIHL. SCHLECHTENDAHL & SOHNE 15-0-218
SEALS & SEALANTS
31
WEATHERSTRIP
DURAPROOF OR TREMCO 25-0-1052-195
EPDM
32
Q-LON GASKET
SCHLAGEL 030OT190 POLYETHYLENE
33
COVER GASKET
JAGEER GUMMI UND KUNSTSTOFF OR TREMCO
25-0-1054-195 EPDM
35
FILLER SEAL
DURAPROOF OR TREMCO 25-0-1084-155
EPDM
36
PANEL GASKET
DURAPROOF OR TREMCO 25-0-1036-195
EPDM
37
CONNECTOR
DURAPROOF OR TREMCO 25-0-1056-195
EPDM
38
PANEL GASKET
SYNCAMER GUMMI OR TREMCO
25-0-1050-195 EPDM
39
EXTERIOR GLAZING GASKET (DUROMEfER = 56)
TREMCO TX16702E EPDM
40
INTERIOR GLAZING GASKET (DUROMETER = 70)
TREMCO 25-0-1007-X EPDM
41-43
DEBRIDGING/THERMAL BREAK
ENSINGER, INC., TECATHERM 66 GF
INSULBAR POLYAMIDE
45
GLAZING SHIM
I GLUSKE, PVC
46
1 /2" X 3" X 1 /16" THICK GLAZING TAPE
I ADHERED TO EA. HINGE AS A SEAL
ITEM # ITEM DESCRIPTION MANUFACTURER/NOTES
FASTENERS
48
1 8" RIVET
6 PER KICK PLATE
49
NO. 8 X 1 " SMS SCREW
WITHIN 4" FROM CORNERS & MAX. 16" O.C.
50
NO. 10 X 3/8" FH S.S. MS
4 PER HINGE
51
3 16 X 1 4 S.S. SET SCREW
4 PER HINGE
52
NO. 8 X 1 1 /4" SMS SCREW
WITHIN 4" FROM CORNERS & MAX. 16" O.C.
53
NO. 8 X 2 3 4" SMS SCREW
WITHIN 4" FROM CORNERS & MAX. 16" O.C.
54
NO. 8 X 1 3 4" SMS SCREW
WITHIN 4" FROM CORNERS & MAX. 16" O.C.
55
NO. 8 X 1 /2" SMS SCREW
2 PER CLIP
�--- 3.150 -� 6.063
0.079 ❑
1.850 0.077 0.118
2.559
41
41 0.118
O O FRAMSTANDARD ADA/FLUSH SADDLE SILL 1 071 0.071
RAISED SILL 0.�
�- - 2.756 -� 0.067 - 0.067
T WL-5 43
43 13.016
2.756 2.756 MAX.
2.303 0.071
42
3 0 PANEL STILE /RAIL 2.165 --) 2.756O9
1.269 50 SLIDING POST POST KICK PLATE
O
0.827 1.345 2.953 -j
0.079 0.971
0.719 0.059 0.827
7O NON-I.G. GLAZING BEAD
10 STILEf RAIL 11 sT.LLE,/RAIL 0.059
0.591 EXTENSION EXTENSION 2.953
1
0.750 0.079
® I.G. GLAZING BEAD
2.638
@ DEPTH = 0.484 2.637
14 DEPTH = 0.996
0.394 � �---
14 13 PANEL CORNER KEY
0.020 0.350
2.118 0.848
EXTERIOR
39 GLAZING
GL
--I 0.610 GASKET
15 REINFORCEMENT CLIP
LENGTH = 0.787
0.315
0.098
0.630 ---�
T
12 .694FRAME CORNER KEY
� DEPTH = 0.523
INTERIOR
40 GLAZING
GASKET
0.787 � 0.945 �� 1.024
vJ
0.071 0.079 0.071
41 42 43 THERMAL BREAKS
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