HomeMy WebLinkAboutSET UP-INSTALLATIONSCANNED
BY
St. Lucie County
6.8 STREAMLINE SHUTTER
FOR USE WITHIN AND OUTSIDE THE HVHZ
GENERAL NOTES: N.PGO"
1. THIS SYSTEM HAS 'E' TE TED AND EVA, A CNNOC ELRDATHCE W, H THE FLORIDA BUILDING
YOMDE, DLT W I TE CO D N E ,rr, L
,O,,�', W III W A U, E VE OCrrY HURRICANE
jL7 FOR USE D ON LR AL COD' UNLIMITED WIDTH
SIXTH Td�L IN C�D CL S M F MUM DEPTH DIN STATEOp
4'D�E'MRE'EArTS'NI�S'SI'LUE'L�EVeLGM AN9512MUIESNETEIR AL AAC ES E SECTION
DUCT EVALUATION REP�R ' RMOREIUNFEOR SYSTEM SMALL BE
2. OMMOESIGL LC LD 19
N PBES U q
3
4:
S.
m - V F
"Es"Ip"SISCONS1111 IN AMURLIAAL� W1.H .,N� �'-Tjffl m - - I " " '--'
D SIGN RE UBE NOTED HEREIN ARE BASED ON MAXIMUM EDPRESSURESDI IDED YALS
SAFETY FACrOR. ED FOR ALL WIND
THIS SYSTEM WAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING RE 192T
IT IS ACCEPTABLE BY CODE ON 5 OPTIONAL
T
"N VIM
6.
IN ACCORDANCE WITH ASTM 1996-09.
ZRINTEESLIA, Is INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION.
NO INCREASE IN ALLOWABLE STFtESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. WIND
N
7.
LOAD DURATION FACTOR Cd - 1.6 WAS USED FOR WOOD ANCHOR DESIGN.
DErERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE
DOCUMENTS IN ACCORDANCE WITH TME GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR
WIND LOAD CkLCULATIONS IN ACCORDANCE WITH ASCE 7, A DIREcriONALITY FACTOR OF Kd =D.85
B.
SHALL BE USED.
TRSYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC
9.
S
THESE INSTALLATION LNSTRUCnONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME
PRODUCT APPROVAL USE Or THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER
GIG'S-" OF THE FLORIDA ADMINISTRATIVE MOE.
PROVIDED THE
Ana
10.
THESE APPOAL COMMENTS ARE SUITABLE TO BE APPLIED 13Y THE CONTRACTOR
DOES NOT DEVIATE FROM THE CONDITIONS DETAILED H EREIN AND THE CONTRACTOR
""R IERIAL FROM
VERIFIES nAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MA
THE STRUCTURAL SUBSTRATES DETAILED HEREIN
11.
ANY MODIFICATIONS OR ADDITIONS TO THESE XFPROVAL DOCUMENTS WILL VOID THE APPROVAL
12.
DOCUMENTS
� M.V�.RTE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMKT6 THE BUILDING
w n=�A�C CDVMVfr mnr,IM9NTQ RF PREPARED- ST NED.DATEDAND
HURRICANE PROTECTION
BOTTOM
TRACK
13. FACHSHUTFER�5EMULYbHA�ut,'�.."..����.�
INFORMATION.
TOWN & COUNTRY INDUSTRIES
FORT LAUDEROALEA FL
MISSILE LEVEL D - ASTM E188 E1996 a E330
TAS 20& 202 8,263
FLORIDA PRODU APPROVAL NUMBER
14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM FY OF 25
K�LSLIOLTS AND WASHN
15. GrOLUDING INSTALLATION) SHALL BE STAINLESS STEEL WITH A
1,
MINIMUM TENSILE STEEN HOF 60 K.S.I., U.O.N. POP RIVETS SHALL BE 1/4-0 OR 3116`0 5052
ALUM. ALLOY.
ALL SHVITERS SHALL HAVE A LOCHING MECHANISM CONSISTING OF THUMBSCREW, PUSH LOCK OR
BOX LOCK AT CENTER OR SIDE CLOSURE.
17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS MELD CONDITIONS RE RELE
is. FLUOR TRA CS KAY BE REMOVABLE AT NON -STACKING LOCATIONS. USE REM OWN ANCHORS.
19. MOUNTING MUSIONS MAY BE DENT TO FORM A CURVE WITH A MIN. RADIUS OF IV'.
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COA_nNG FINISH.
21 ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED.
22: SHUTTERMAYBEINSTALUEDWITHUPTO( ADDITIONAL BLADES OFS1.ACK.
. SEALANT SHALL BE USED ON ANCHORS ORY11RACKS WHEREVER WATER SEEPAGE IS POSSIBLE.
TABLE 1.
ACCORDION SHUTTER
SPAN SCHEDULE
BRITTEN
SPAN
7r
1w
Iw
TABLE I NOTES:
L DESIGN MUESSUMS SHOWN IN 'ACCORDION
SHUTTER SPAN SCHEDULE' MOVEARE
MMMUMALLOWABUIEDISIGNPRESSURES
Z UNEAR INTERMLATION BETWEEN SHUTIM
SPANS is NorFERMITFID. MR SIMS
BETWEEN THOSE INDIMTED ABOVE, WE
DESIGN PRESSJRES MR WE NEXT HIGHER
SPAN SHAM BE USED.
TYPICAL ACCORDION
SHUTTER ELEVATION
TABLE 2: N.T.S.
MINIMUM SEPARATION FROM GLASS
HVHZ
NON-HVHZ ESSENTIAL
FACILITIES
—Tp—AM
INSTAULATIONS
3WABOVE
GRACE
IN�rA_LATIONS
3TABOVE
GRABS
INSTA.LATIONS
3VABOWE
GRACE
INSTALLATIONS
�30'ASOVS
GRACE
7r
1-518-
2.318.
1.518.
�sw
1.71w
�114"
2'
Iw
S'
TABLE 2 NOTES:
1. J��GME
�NEDMMMI-DMEWUMMUMOW�W�RDMDX
DEnNED��W=GNSMER�M�D�EMUMMOMOWM�UNTY
3. NO SEPARATION FROM GLASS IS nEQUIRLIVI) FOR INSTALLATIONS IN WIND
ZONES 1 THROUGH 4 OUTSIDE OF THE MVHZ, PROVIDED THAT SHUT -TER HAS A
MINIMUM SPAN OF AT LEAST 30".
4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OFTHE HWZ WITH SPANS LESS THAN 30'SHAU.
MW 2-7aHINIMUM SputATiON MUM GLASS WHEN % 37 MOW GME, AND 1-5/6' WHEN � 3W
MOVE . E.
UNS
INBI
S. SE
E199W9.
t all
I
BUILI) OUT WALL
SCALE, HALF SIZE
Z82W-
93- ----1
0.143*
0.", 0.06:
0.2
4 .0.2.
EZ.
mor
STREAMLINE CEILING TRACK 4 STREAMLINE WALL TRACK ffALVL� ED
C�ERZSTM— @-
Gi LITE HEADER/SILL
SCALE,HALF SIZE
SCALE. HALF SIZE SCALEr HALF SIZE
SILL ADAPTER I -Q') ILL
07 SILL (i) G) IRCALLEE ALI L.�'
SCALE, HALF SIZE SCALE HALF SIZE
4 �713
.M: T"ICXNESS OF BARE
W�wfoeo,mwlsomv
@6.8 STREAMLINE STACK
TC—ALEHALF SIZE
0.075-
ISME MIETAL WID PM" IS 0-D3V
EXTENIDED SILL ADAPTOR USTAqLE SILL BOTT011A @ 6. i STREAM Nr'sc)u1b-CKD-i
SCALE4 HALF SIZE i(�ALE-HAbF-SIZE— -
0.02-1-1 1010 0.0150.
ELM --`16.8 STARTER
SCALE EL CI.1�11JG HEADER'SILL
H L .� V��' SCALE HALF SIZE
0.000-
f—l[ 0.59V
"Aar
0.00W
1-+0.42V
WALL SILL CLIP
SCALEi HALF SIZE
108 WALL SILL
SCALE HALF SIZE
N
ANGLE
SCALE HALF ST2E
H M25V
061W STARII-ESS MEL
�.'O ROLE
MEN
0.0 WHEEL
Irl.JOV-f �0.240-
TYP. AT EWRY OTHER
INSIDEJOINTATTOP.
n22 -,R0L.LFP.-ASSFMIBLY
A C �AL IL - A Q�-
$L
4.OM'—
. pr...
1.2 A. A
L.P.
0.11ri 4 ['.224'
—2.75V
RAINGLIARD 208 DECORATIVE FLOOR TRACK
SCALE' HALF MIZE
r__r2801.go-
51.
13.137�WO-750-
MINDER-SOLMD BRASS, NIML PLATED
HOUSINE-ZHIC DICASTPOWDElk COATED
NOW:
OR KEYtTHIJMB TURN OPERATED INSLDE.
ff2� 6-RASS-PILSH-1-04
-SVAtl-HALF�SJZE�
0.623-
D.790V 0 090- 01 319'
01.09
0.23"
0 'E.
.4'..
3A7V—
LINIMAlE-t0---1
SCALE-RALFt"
BUSHING ASSEMBLY DET IL
SCALE "ALF SIZE
S.500- . LVIG' WIDE F-i 0.40W 7/ STAI LE
A STE�EL �WM
'E"O 4 55
67
TIT 0.123] &\
O.lBV
c WIVOIN
4.50V 1 10.689- POWDER COATED, ZHIC DIE-CAST uAl.\
SECTION A — 301 T-SCREW.INSERT
135 T=LbGK�ADAPTER
LF
AnY I nrK SCAL�HALF SIZ
%Z!fi SCALE, HALF SI
ZE
11
0.2513'
7.ODW-
2X7 ANGLE:
SCALE, HALF SIZE
+0.050
Moor
0.085.
(%',AOLT-�'�12�END-STRIF
20 ::-
ASLALIE_kjAl.—IZE— _
IT
5/16-180 MACHINE SCREW
STAINLESS STEEL
HEADSTY-EVARIES
THUMB SCREW
SCALE FULL SIZE
3" ANGLE 2"x,)"xO.125" ANGLE
@ SCALE, HALF SIZE
f-t
0.357-
boa
0.276' til
--L
ZTD
--;v
0591.
T
0.1062.
i
o'
"
-
"p .
.
. , AT,
q,
I
'I, 'pY'o-"?'TTOA
0� 4137-
�ij
11 .... 0
ENG
upe
Ulm t
ow
206 BOX CE !T
SCALE, HALF SFZE
O.222-j F-
FEM
SEAL
Zw 200b @
END STRIP I"
2" & 3" EXT
SCALEt "ALF STZE
w
noi
t
(INTERIOR)
—iD�— -T , 6 V?I- W-,� ��
3116-o ,um. POP mu, Bit 1/4-2a
6 80- (TYP I I
ME (1) ERMIS MEN LOCK OR (1)
("TIMOR) Slifi-le
INSERT INUAT 1/3 SRAN TO W SPAN
TYPICAL PL
SCALE 3"
\ 0% --n,
a 0 1
--Vs
TYPICAL OUTSIDE CORNER CLOS
DETAILS WO/CORNER POST
NIS
I
ATTACH
fIZ. 1/2' GALVIINIZED OR
... h,41 I
SOIT&NN018-0.01 I
TEN Ou TRA
I. SMAS AT
*Ior
RNER,pP II, BDM7TSM� AND
63SE W,
ALTERNATE ENID ST �IPD NIL 0hr. 410 =w
WTH 6 8 %\
S
IAUFER AND ANGLE
SCALE. 3- V-0- c,
SCREW BOSSES.
SmMULE MR MXX
SPANWHEN MING
20,40a 40b OR 4w,
1141 OR&S'STARTER
WETH21OR25.
UE All"PRIARE
E, SIRIP 70
PR.R
�.0 CLOSURE
rort
SUM. Cma"OKS.
PAST N 57AR IER SIRIP
TO TRACK W/ (21 1110.1.
SCREWS AT CORNER. TOP
ALTERNATE END STRIP DETAIL L BOTTOM
IB
SCALE I- . V-0- AANY TRACK WISCREW 9
BUSSES. 54
EXISTING GLASS
(INSIDE)
\@V� (OUTSIDE)
USE III BOX LOCK AT 113
'PAN TO 213 SPAN FROM
B07TOM OF SHUTTER
MULTIPLE SHUTTER ASSEMBLY
SCAM 3- 1 -0-
R
2 FASTENERS
EACH ANGLE -
1". 2". Va"
OR 2 � x 2- x 1/0'
ALUM ANGLE
YP
EL
CTLEA
BE
G�
IM
I..
SIZE.
n�311 6 '0 ALUM POP
IT RIVET OR 012 EMS
p w, 0 C Ilyp I
.MAY USE ALE OR
FCMALE LOCK -SLAT
TYPICAL CORNER CLOSURE DETAILS
HIS
PIREEGRE,
RIP
2,9VO
w
MFG
IB
By
I.w
n
juv�
or
si-=10�lv
t4r
92
95,
or
in
91T
L
Cl�
8r
Iw
%50
IV
%K`
TV
IH..
IR
3116 RIVET OR WZ �MS
Cd 18'� CC, OR 1/4-2Q
NOT & BOLT (TYP I
3/16�0 ALUM POP
ALUM. TUB E
RIVET OR 412 ENS
EM IS- 0 C ITYP I
606 J-16 ALLOY
SEE TAQ117 A FOR SZE.
2 FASTENERS
EACH ANGLE
7'. 091. 60.3-76
ALUM. ANGLE. TYP
THREE 3116 '. ALUM
POP RIVETS OR
17
THREE RI2 EMS, TYP_
1. x 2- x 1/0 .
OR 2- . 2' � 1/8"
13
ALUM AND L E
— USE MALE OR FEMALE
LOCK-SLAI
TYPICAL CORNER CLOSURE DETAILS
(BRIS
ALTERNATE INFO BOLT
Cl CONNECTION TYPE
REFERENCE ANCHOR
SEHEDIII.E FOR MAX
SPACING
BLASS
OR DOOR
C I CONNECTOR IWE
REFERENCE ANCHOR
SCHEDULE FOR MAX
SPACING
EXISTING HOST
, TRUCTURE
EDGE DISTANCE —
FASTENER 0 IS- 0
-2- . 2 .
090-60046
ALUM TUBE IYP
2.'. 5 .. 118.
. CORI INUOUS
ALUMINUM ANGLE
OPTIONAL ANGLE
ORIENTATION TYP.
"12 112' 6ALV ED (OUTSIDE)
OR S EMS . ,,:N�IZALUA SIDE CLOSURE OPTIONS
POP RIVET, OR 1/4-20
MALHIN5 BOLT L NUT SCALE13
Em v a C
CHIME BOLT
12 0 1 OR
I 6� 0 C
& BOTTOM)
.� GLASS
�_"4-31 "' EMS @' 9 0 C
X AN.LC I. TUBE CONNECTION
x 2- x 125'
6063-T6 ALUM TUBE
5 CORRECTION TYPE
REFERENCE ANCHOR
SCHEDULE FOR MAX
SPACING
Cob ALTERNATE BUILD OUT MOUNT SECTION
SCALE � 3". V- 0'
GLASS
OR DOOR
In
0AOL�A
A
E
4-CONNE
REFERLN R Jim
5CHE.LUIL F M AX 99
SPACING
.RWL.
CONCRETE, I —
BLOCK OR WOOD FRAMING
SIDE: SILL MOUNT SECTION
a
Z:; 9�-. i - . - ..- -.1 ---- I -
! � 5- MAX
5 C' CONNECTION ... 1 /�I/4-211 MACHINE BOLY
x GLASS REFERENCE ANCHOR W/NUT 111) 12 CC it
CLASS @
OR DOOR *14 SMS @ 6" 0 C
OR ODOR SCHEDULE FOR MAX
12- (TYR TOP 9 BOTTbMt L* I
SPACING�
HN
TWA z
A
MR B. MASS 0
XiA.' ZPARATIO
-20 THPU BOLT W/ 014 x 1/2� SIFIS a 12-- 0 C 'z .1 X�
X� -0 ALUM POP
4 A PER 5 OR(ng66DR
Lot NUT EB 12'0 C OR PARA r.-F. OR 3/16 TABLE 0 6
MR I, RIVETS @ 6 � O.0 OR 1/4 0
12 � 1/2' SMS @ 12' 0 C E.S. 2 1$
OR 3116 -0 ALUM POP 'A" C' ALUM POP RIVETS P 12-OC. 4 W
RIVETS IM 6' O.L. E.S. I,
R It, o ALUM. POP RIVETS A (D AND ((D3 1/4 MAX FROM PIN MIN GI
SEFARATION I
X.
12- OX C-G� lil' MAX. FROM PIN ASSEMBLY— lil' T P.
(D AND@ GUI E 0 US ING WASHER ITYP)
z
w
W
MIN x
41AAS1
OL
PER tz
2
Y
u L2
GLASS IS
ASSEMBLY WASHER ITYP)
112- 1/2' EXISTING CONCRETE, 3 CONNECTION TYPE OR DOOR 0.,-
REFERENCE ANCHOR
BLOCK OR WOOD FRAMING EDGE A a
SC14LDULC TOP MAX A
GIST W
C4 CONNECTION TYPE SPACING
REFERENCE ANCHOR
SCHEDULE FUR MAX q
SPACING AS SHOWN
6 OR
-C3 CONNECTION TYPE IN DIAGRAM ON PC 9 0 1 5
a 6
REFERENCE ANCHOR EXISTING CONCRETE,
SCHEDULE FOR MAX. BLOCK OR WOOD FRAMIC40 I
U,
5PAC1140 ALT FASTENER 01 CONNECTION, TYPE WASHER ITYPJ I
LOCATION. FRONT AND IT 'NCl'A N' 11
BACK ANCHORS NOT RED D INSIDE MOUNT SECDO SEFIND"Li FOR MV.R
H
WITH THIS LOCATION SCALE 3 V- 0 SPACII 6
.5 CONNECIION TYPE 1-
REF FENCE ANCHOR Ago
SCHEEDULE,FOR MAX
-US. R INSIDE MOUNT SECTION
Y- I SCALE ; 3 = 1'- 0' EXISTING CONCRETE, SPACING M;g
BLOCK CRWUODFRAMINT- eNSED ell
13UILD OLIT MOUNT SECTION
EXISTING CONCRETE, SCALE 3-. V- 0"
�Tylp BLOCK OR WOOD FRAMING
EXISTING
EDO IST. 4 C014NECIION TYPE STRUCTURE m
NbF,T- '177—�A ELID IS ITI.IE IS: RHISPENCE ANCHOR EMBED !ZCCONN
L ED ON
NO T."SEC SCHEDULE FOR MAX 15
-0 E T IS SHE
Ei A SR,0,E.TAlLjS'A 6.0 AM
ST
T GA N. , N TALLE I" S TONS REFEPIENCE-ANC�Cff-
WITH 116- GAPS, PRO�'Dttl THA T , �C
T EACH SECTION SCHEDU LE FOR MAX
TF T E54
A MINIMUM OF TWO SETS OF ANCHORS AND IS A SPACING
SILL OR
I C NO TRACK 6
MINIMUM OF 12 - LONG. THE SILL OR CEILING TRACK SPACING
US C. MUST B E .. I .. U
b USED WITH THE BASE TRACK MUST BE CONTMUOUS 3 15
CC , ...
OVER THE GAPS BETWIBN SECTIONS, a
a
0 CLASS U.
MIN
OR DOOR — 13 A..
912 x 1/2� SMS 10 12" CLAS
7 SPARA
A
O.0 OR 31 A' 0 ALUM. FOR
POP RIVETS p A. 0 C ABLEY X oz� MASS OR IN GLA MEN
�13 OR 0 ALUM FIX, DOGR----Jj,,,,A .4
13 F/4 12 F . B�
IVETS P 12 OC A
HN GLASS Z u i;
SEPATIATIC4
LA
SS
SEP-A X . . . . (I)ANDOB 114 MAX FROM PI u
MR TABLE 2 4WW4 --N
-0 1
u
1/4-20 S S MACHINt ASSEMBLY 112� GUIDE TO BUSHING —
SCREW & 14UT LI TYP WASHER ITYP.)
1/4 MAX FROM PIN
GLASS 112' buibk-Td 6UswfZG
OR Ij 1 114 MAX. FROM Pit) 4 COMMEC71ON TYPE " 2
DOOR GO UE I U BUSHING WASHER ITYP)
N W -SHE R "Y' REFERENCE ANCHOR
WASHER TYP I SCHEDULE FOR MAX
6 EXIS1 ING CONCRETE, SPACING AS SHOWN C NNECTIGN-
15-2339
BLOCK OR WOOD EXISTING CONCRETE. 4 CONNECTION TYPE IN DIAGRAM ON PG 9 REFERENCE ANCHOR
SCHe
FRAMING BLOCK OR WOOD FRAMING REPERENLE ANCHOR DOLE FOR MAX.
OR SCHEDULE FOR MAX SPACING
'N' " G CONCRETE.
3- x 11W. CONT 3 CONNECDON TYPE #12 e 1/2" SMS P 12 SPACING ALT. FASTENER EXISTIN
LC REFERENCE ANCHOR 0 C OR 3116-0 ALUM LOCATION FRONT AND BLOCK OR WOOD FRAMING
063-76 ALUM, ANOLC SL14EDULE FOR MAX POP RIVETS @ 6' 0 C� BACK ANCHORS NOT REO-0
1AY BE REVERSED SPACING OR 114 - 0 ALUM POP WITH THIS LOCATION
5 SHOWN DASKEU)-.7 @ RIVETS (b 12 - 0 C. E
_LLL MOUNT SECTION CEILING / INSIDE MOUNT 5 �GrION F fflAtt-/61JILD OUT
SCALE.3-n 1'-0' UO
SCALE :3"= V- 0 q-lTCALE � 3 '. V- 0
MN MAYS
6L AGE
OR DOES
FROM PIN
END -7- '4 GO S 1.1 N 1�0.5CO' 4 0 B C I W E E N
U. '. I ' TO V x 4
PLYWOOD TUBE CONNECTION
STUCCO Fil I.. , '-'� , " 5'
6063- 6 ALUM TUBE
THIS DETAIL I D USED -WHEN STUD SPACING
'o
�T'HIIS DETAILMA
ALLOWABLE ANCHOR SFACINMI
FE
GO FT.IL MAI
@WALL _MOUNT SECTION mL BE I.
SCALL - 3". V- 0' 1 A E�. T ..
2-xyx
ASPL' SUEATTOP
'SUMN
AIDJ�l
V2.
OR
HIM CLASE
SOPAN.SoN
PER TABLE 2
2.175-
0.9- MIN. THICK 6061-TS ALUM MOK
FASTENED TO ANGLE WTTH 114-20
ANGLE FASTENEO
EIGSTVNG �ESCC. C
',J�/ 7, =CHINE SCREWS AT 3- ROM ENDS
N
"DST Mumn WITH
A 9-O.C.FORTHESALANCE
N
Yq'O EUC)D ULTMONS AT
EXISTING CONCRETE HOST
3- FROM ENDS AND 4- D.C.
24/Z' MIN.'ri STRUICTURE (3DOD FBI MIN)
FOR SALANCE WITH IT' '
MIN EMBEDMENT AND 2%'
HEY, DE51GN LOAD AT 11-0- M" SPAN EXIS I ING C ONCRE I E.
MIN EDGE DISTANU,
. 62 P.S.F. HOLLOW BLOCII OR
M
STAGGERED WITH 3� MIT.
MAX, DESIGN LOAD AT V-O" M §RA�L: WOOD FRAMINGSEE�
SPACING, WP.
, 52 F.S.F. ED
A14CHOR SCH
BUILDOUT MOLIN
SCALE.NTS
No
XTUR
DECORAIIVL FLOOR TRACK DETAIL
SCALE ; 3". T- 0'
D0 WALL MOUNT SILL DETAIL
TCALE ; 3'- 1'- 0 -
I
EXISTING WOOD (G.0,42)
lo
TRUSS OR RAFTER
4
p 21 MAX. O.C.
EXISTING. FINISH
cj�
1/4 MAX FROM PIN GUIDE
TO USHINUWA5VIERITYP)
2" . 5 1/.- 1..3- T6
U CE
ALUM.ANGL W/T R6EE
V-
114 TILE TYP)
FINISHMA7SWAL
I/4'0WODDLAG
SCREWS WITH 2-3/4
bow
314-PLYWOOD
11V A325 GRADE lHRU DOLT @1 7" U.0
MINIMUM 71IRCACED
PCHETR 'r-INWOOD
OF TRUSS.
5 6
OR 511A . A3?5 U.AnF THRU BOLT P 12 0 C
EACH RAFTER
24- O.0 NAB WHERE
DAILY OR 5 S
ANGLE EXTENDS BEYOND
P
1/4"0 ELCO ULTRAEON TO CCNLRCTE/CIIU
5"OC W/1-1/4- MIN. EMS.
LAST 7RUSS MORE THA14
6", EXTE14D ANGLE TO
OR 1/4 0 LAG SCREW 90 9-O.C. W/1-7/6
MIN EMS, IN WOOD SGIS42 TO 0.55
NEXT TRUSS.
7-
- (I JDD33�
i
2- v 5' x 118 CONT
LUM
Xg.
i L�
�
15-23
A ANGLE 16063-TO)
x
�
F(MA. DESIGN LOAD � 72 P S F I
PASS THRU DETAIL
SCALE 3- , V- 0
k,�j
TRUSS MOUNT SECTION
SC - 3 '. V- 0-
ALr
(j:� LIGHT-N-VIEW WINDOW
�lv N.T.S. E=IUOR ELEV
0.125.
0.03r
0.19v I
0.125.
0.03r
@LIGHT-N-VIEW WINDOW
9 GABIC PLASTICS SM1431T-UL-94113
2 —ILT1.113
ROUND WINDOW
ASSEMBLY
/'�2 BLADE W/ ROUND WINDOW
,-IV N.T.S. I UTERIOR ELEM
MIN
6063-T6 ALUMINUM � 4
US PER UUMI END, SIZE z
SPAN TUBE SCHEDULE
— ISPANTUBEPER
ACCESS
jr mAII..
6
3' MIN 3 16
EDGE
DISTANCE MIN. GLASS
MISTING SEPARATION
2p Iq
GLASS OR
DOOR 3E
3. MIN
INEDGE ilr MAR
vma t 6 6
MACHINE BOLT WINUT 0
OR 114 x 3/4' SMS 6' D.C.
"BE MR
3N SCIiEDUU!
I MAI(. DESIGN LOAD
/-3-**N SPAN TUBE SECTION
".T.S. VERT SECTION
sPmTUBEScHEZAAB
Att-OVIABLEWBE
HWBER�
NIMARPROF
ANCHORS p
MINUMANOLE
apm
THRO'BuTs
ANGUS
LENOTH
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