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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# =FL13757-R5
a. * ILA Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Town and Country Industries,
Address/Phone/Email 400 West McNab Road
Ft.Lauderdale,FL 33309
(954)493-8551
tomj@tc-alum.com
Authorized Signature Frank Bernardo
frank@engineeringexpress.com
I
Technical Representative Thomas B.Johnston
Address/Phone/Email 400 west McNab Rd.
Ft.Lauderdale,FL 33309
(954)970-9999
tomj@tc-alum.com
j
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Accordion
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Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida .
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Frank L.Bernardo,P.E.
Evaluation Report
Florida License PE-0046549 a
Quality Assurance Entity National Accreditation&Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By ORLANDO L.BLANCO,P.E. j
Validation Checklist-Hardcopy Received
Certificate of Independence FL13757 RS COIIndep 2'pdf
ELL
3757 RS COI_Indep 3!pdf
FL13757 RRS COI Indep_pdf
Referenced Standard and Year(of Standard) Standard
Year
ASTM E1886 2006
ASTM E1996 2005
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Profession Ial Engineer or Architect
iEL13757._R5_Eguiv_Equiv 2.p.df
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FL13757 R5 E.q.uiy_E_quy 3.pdf
FL13757 RS EAuiy Equiy.pdf
Sections from the Code
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Product Approval Method Method 1 Option D
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Date Submitted 04/21/2015
Date Validated 04/29/2015 i
Date Pending FBC Approval 05/06/2015
Date Approved 06/22/2015
Date Revised 08/09/2017
Summary of Products
FL# Model,Number or Name Description
13757.1 6.8 Accordion Shutter Large Missile Impact Resistant AccoFdion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL .3 j
Approved for use outside HVHZ:Yes Verified By:Frank L.Bennardo,P.E.PE0046549
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See installation drawings for allowable span/pressure FL13.757 RS..AE..._Eval.,pdf
combinations and additional limitations of use. Created by Independent Third Party:Yes
13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13757 R5 II Dwa 2.Ddf
Approved for use outside HVHZ:Yes Verified By: Frank L.Benriardo,P.E.PE0046549
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See installation drawings for allowable span/pressure FL13757_._R5AE_Eval 2,pdf
combinations and additional limitations of use. Created by Independent Third Party:Yes
13757.3 E.A.Essential Facilities Accordion Aluminum accordion Shutter approved up to missile level"E"
for use with essential facilities and wind zone 4 applications.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL13757 R5 EI Dwo 3.Ddf
Approved for use outside HVHZ:Yes Verified By: Frank L.Bernardo PE-0046549
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: +110/-128 Evaluation Reports l
Other:See product drawing for additional information, FL13757_R5 AE_Ev_al 3.o'
anchorage,etc. Created by Independent Third Party:Yes
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! Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-48711824
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The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released it response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emails providedmaybe used for official communication with the licensee.However email addresses are'public record.'If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if youlare a licensee under Chapter 455,F.S.,please
click here.
Product Approval Accepts:
b
`sfefdit C.'ard
Safe
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6 . 8 STREAMLINE SHUTTER
GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING
CODE,FOR USE WITHIN AND OUTSIDE
)THE HIGH VELOCITY HURRICANE ZONE,AND THE
INTERNAMEETS MISSILE LEVEL"DG ANDDINCILBUDESNE5 ESSENTIAL FACILITIES AS DEFINED IRESIDENTIAL DN ASTM E1996-09 TEM UNLIMITED WIDTH
SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE TOP.
REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE
FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN
PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN.
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330.
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5
SAFETY FACTOR.
5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND -
ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN
CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION.
-6.- __NO_INCREASE IN-ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND a
LOAD DURATION FACTOR Cd= 1.6 WAS USED FOR WOOD ANCHORDESIGN.-" ---" -"- - - -- - a o -
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE N w
g DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR w u
WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 r_U)
SHALL BE USED. D Z
---- -- ---- =a-- - -
8. THE SYSTEM-DETAILED HEREIN IS-GENERICAND-DOES"NOT-PROVIDE'INFORMATION FOR ASPECIFIC--- --
SITE.
9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL f w
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME O a
PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER TM
THESE 23 R THE FLORIDA ADMINISTRATIVE CODE. w
10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THECONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTORVERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROMTHE STRUCTURAL SUBSTRATES DETAILED HEREIN. r
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL
5
DOCUMENTS. HURRICANE PROTECTION BOTT
12- WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING.
_9 OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND TRAC
SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE
DEVIATION .ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE
13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS
m INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCUKUl
LAUDERDALELL MISSILE LEVEOLRD ASTM E 886 FE1996&E330 1 SHUTTER ELEVATION
TAS 201,202&203 N.T.S. EXTERIOR ElEV
b FLORIDA BUILDING CODE APPROVED TABLE 2' 1
14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25
15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM.SEPARATION FROM GLASS
MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052
ALUM.ALLOY. NON-HVHZ ESSENTIAL
16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ
BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES
17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SHUTTER
18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS
19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 5 39 ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE
> 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE
22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK.
23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4" 1-5/8" 2-3/8"
99" 3-112" 1-7/8" 3-5/8" 1-7/8"
TABLE 1: 120" 4-118" 2" 1 4-1/4" 2°
n TABLE 1 NOTES: - -
1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8" 2" 5" 2"
ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE
MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES:
SPAN SCHEDULE HVHZ:DEFNED AS
AT EACH RESPECTIVE SHUTTER SPAN. 2. NOW-HVHZI DR FLORIDA.
DEFINED AS ALL LOCATIONS OTHER RHAN MIAMI-DADECCOUNTY AND BROWARD COUNTY
POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER ]�,FQSRTT6A.
k72
DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS / 3.F,10 SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND
E
BETWEEN THOSE INDICATED ABOVE,THE ONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS
PRESSURE PRESSURE DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30".
PS SFl L� SPAN SHALL BE USED. A. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF HE HVHZ WITH SPANS LESS THAN 30"SI
10 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30'
ABOVE GRADE.
70 7 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE
53 -- INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED.
6. SEPARATION-FOR GLASS OUTSIDE-OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM
43 40 E1996-09.
8
.E(Ipry AENNARDO,P.E. "
PROJECTION VARIES
4.874'MAX.
0.080" z
- . 0.062" 0.450"
(/0]1/jl/�U1J"
00.125^ 1.708" 0.100" 0.062"f--1830"
00" 1 0.080" 0.063'
95 0.06 2.820"7.096" 0.060' 0.070" " FT
190.125' 0.630" 0. 62" 1-908"-
iD . ' . 93
1062' 0.062' 0.0.630 � I 096-
1 069 { 0.971" 7 6.143"
00 0 60" 1. 0" 0.630"
02 *0.062; 0.0 0.630" 0. 0.062"
1.069' u 0
0 - 0"'-
0.9"_1
4
"
06
SUPPORT LEG OPTIONAL �00" 0. J�
JQl
J}W' - -069"A ' 0-200" W,
W3QXXW(z7
-oo`g3zaozYa
5.745"MAX. - N d 3 J
02 BUILD OUT WALL O3 STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK' O HEAVY HEADER/SILL- (D6 LITE HEADER/SILL ID W`
SCALE:HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE r+C
a
-WHERE SHOWN,SCREW BOSSES
P,
&FELT GROVES ARE OPTIONAL n
ON ALL EXTRUSIONS m
0.874' 2.0.5" 0.875"
_ N
2.195" 0.510" 2.195' 1.230" w v E
1.229" � 0.105" 0.060"
~a4 m
0
o 99 � ¢O M
In2X.36O23" z"5
Q0.105" 4.84" FWz
1831" 4-510"
0.1 0. .075" 0.044"4.510" 994r n 1.069" 10.105 75 U-wtyQKpLL¢
0. E 3 g
� o
NOTE:TESTED THICKNESS OF a 0
4.510" -{ 0 07 -3.506" BARE METAL W/0 PAINT IS 0.039"
OS SILL ADAPTER Og EXTENDED SILL �p EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL 80TTOM 13 3:6.8 STREAMLINE SLAT/BL • t
SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE
SCALE:HALF SIZE
aha .g
6
0 0I".477
0.080 " ®1.570'� 0.510"
0.143° 0.590 0.341" 06 0-070"143" --1-0.245-
0.
0
.245"
0.117"
s-10.096170 - 0.143° 0.060'
0.080"
70.090^N z
'
; @@I�
ri 0,096" 0
X0.180" `� 0.080"
0.080. I a 5 9e
�70 0.682" 0.630 0.060' E7 WPFRIprtFRWLBommOPE,
0.693 15-2339
RE2.822" 1.625"- I UO.420" SSE; _ -
39" PAGE DE5C1iIPT1ON:
ACK RADIUS CEILING HEADER,/SILL 17 6.8 STARTER �g WALL SILL CLIP . �gb.WALL SILL
SCALE:HALF SIZE SCALE:HALF SIZE . SCALE:HALF SIZE SCALE:HALF SIZE or
1.950"
0.125" 280"LI 4 0" NYLON WASHER OR
-I 0.610' STAINLESS STEEL 1 I
ASSEMBLY ALUMINUM
T 0.320"0 HOLE o w r0.050" 0,357° ;
o a o o z • 0 0.276"
#10 x 2-3/4'410 HT S.S.
0 0.880' NYLON y u a W INSERTS SCREW W/TC ULTRACOTE (((0.591°
f j 0.0 WHEEL ,y 0 O.lf ZO• INTO COATING in
1.100°-� 0.240° r TRACK (TYP TOP&BOTTOM) ry 0.062"
1 1 TYP.AT EVERY OTHER 0.750° NYLON BUSHING W/WASHER: L_
1 5'MAX. 1 0.870" 7/16"0 x 1/2"@ INTERIOR JOINT TOP 0.154.4 �-0.137°
INSIDE JOINT AT TOP. 7/16"0 x 1'@ INTERIOR JOINT BOTTOM
OANGLE CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR
19 22 ROLLER ASSEMBLY HOUSING-ZINC DICAST,POWDER COATED O BOX CENTER INSERT
SCALE:HALF SIZE BUSHING ASSEMBLY DETAIL O 24 26
SCALE:HALF SIZE NOTE: MAY 8E KEY OPERATED OUTSIDE SCALE,HALF SIZE SCALE:HALF SIZE
OR KEY/THUMB-TURN-OPERATED INSIDE.-
0.250"
NSIDE.0.250• 23 BRASS PUSH LOCK
n SCALE:HALF SIZE
N -- - - - 2.125"
m 4.000' 0.236" 1.742 0.286' 1.603°
R0.500"
CR
0.500" 0.623" 1.710" f224U'�'N'3'"
-- -.v', --- -- - M-- - - - -- --- "- ---- 0.090"- 0 31 0.531' _
0.790"-=--- _-- 9- - -�--- - -. - _ ---0.064" o^ 0.28 " `2.250" 0.09 rn mo + o � � 0.607^ti In 'n M0.118" -0.224° 0.239" F N mrlm n<0.06D" 0.496"2.750" � 000" 0.240" + .1.75
27 RAINGUARD 28 DECORATIVE FLOOR TRACK 3.476^ 0.240^
SCALE:HALF SIZE SC1 hALE:HALF SIZE 0.160° 0.222'
1.001 0.062' p,062• 0.062" 0.176"
30 UNIMAIE LOCK 31 MALE BOX CENTER '' 32 FEMALE BOX CENTER -
00
ENTER -
0
SCALE=HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE
8
u 4-0.062"
. 5.500"x 13/16"WIDE [-+0.400"8 �05
,� 167" 7/16"0 STAINLESS
R STEEL NUT b
w
30
^ 0.125" n
^' CD I
0�" 0.438"
LL 0.188• 5/16-18x1 MACHINE SCREW
8 TYR 5/16°0 INTERNAL STAINLESS STEEL n cN 0.121"
4.500" }-- 10.689- POWDER COATED,ZINC DIE-CAST THREAD P^Lu
LL SECTION A HEAD STYLE VAMES �_ 1.0501-
DELTA
.050'
DELTA MODEL 2022 36 T-LOCK ADAPTER . 37 T-SCREW IN 38 THUMB SCREW
" INDUSTRIAL SYSTEMS SCALE:FULL SIZE SCALE:FULL SIZE ^
(OPTIONAL) ,. o 0.254" 40 40b
5
35 BOX LOCK SCALE:HALF SIZE N �0.319' END STRII
m SCALE=HALF SIZE
�z.000•-f 2" & 3"
I t
a �1.6zs"-{ L1.soo• 7ro.lzs"
�I SCALE: HALF SIZE
y 0.125"
I 0.050" "
0.093"
m 0.125
3
-iff
0.085111 �
mo 0 0.125"
b ^ 0 0.093" ^� -
0.250" o N 0.085" ri
E � l
7.000"_
O20 ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE
2X7 ANGLE
39 - SCALE:-HALF-SIZE-- -- SCALE:HALF SIZE--- --- SCALE:-HALF-SIZE ----
SCALE:HALF SIZE
8
°"Y�N�y''�%
,NEDGE DIST.
CHOR
,N EXISTING
DIST. ••lY+f� Y :.
' rw1ZING - SEE ENDS TRIP
SCHEDULEFOR
11 SPAN WHEN USI
r!2y A .ANGLE EMBE n 20,40a,40b OR
O r
prpyy (INTERIOR) EG D RECIT N 17 II II 1/4 OR 6.8 STARTER
17S 17 MAX. WITH 21 OR 25. Q%
ICK 6063-T6
• 30
ANGLE 06
x I"MIN.TO 2"Y 5'MAX.
7. 1/2"
(ANGLE LEG MAY BE REVERSED) a, ..
EN ANGLE 70 TRACK W/
30x1"SCREWS AT >
6 ANY ANCHOR PER ANCHOR ER TOP&BOTTOM'AND fff�1 ¢ 006
SCHEDULE @ 18"O.C. CH'TO 6.8 STARTE4 W/ U w w$
13 13 #12 x GALVANIZED OR Z
13 #12 x 1/2"GALVANIZED OR S.S.SMS, S.S.SMS,3/16"0 ALUM.POP
6.80"(TYP.1 L 30 USE(1)BRASS PUSH LOCK OR(1) MACHINE LBOLT&NUT @ 18RO,C.20 ALTERNATE END STRIP DETAIL BOL NUT @ 18"MACHINE W
RIVETOR 1 -20 Cy
(EXTERIOR). 5/16-18 THUMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE o w a ..
INSERT(370 AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=1'-0" ANY TRACK W/ w III--
(`r SCREW BOSSES. .+CI
TYPICAL PLAN VIEW FROM BOTTOM OF SHUTTER.RECEIVING END STRIP SCHEDULE ¢
HOLE SHALL BE 3/8"MAX WIDTH,UP TO PSF T714"
SCALE:3"=T-O•• 1"HEIGHT. 1"BIO(2.71 62
72 '^
® 82
i 122LOCKING DETAILS FOR 2"BIO(3.7') 62 - SEE END STRIP u)CENTER MATES 72 SCHEDULE FOR MAX. LU8
SHOWN ON RANDOM 82 r SPAN WHEN USINGDETAILS 3"BID(4.7') 62 ``� 20,40a,40b OR 40c, O82 I 1/4" OR 6.8 STARTER rn <m
62 110" Z _ MAX. WITH 21 OR 25. O m
ALT.1"BIO rE O v ac,j
(2.7') 72 102" '^m z o m Ii
O112 81" \ 40 40 USE APPROPRIATE O U Q
132 7 ` STARTER STRIP TO
—— — — 1.5"I!3° 45 93" 4 20 PROVIDE CLOSURE
x0.093" 52 87" FOR (�%/.• c t
57 83" BUILDING CONDITIONS E 3 g
3 zt 64 60 78- FASTEN STARTER STRIP } o
7 75" \ TO TRACK W/(2)#10x1"
(INSIDE)
73 73" SCREWS AT CORNER,TOP 1O
2N3" 45 139" &BOTTOM.
xO.125" 52 129' ALTERNATE END STRIP DETAIL O t
Nom] 657 0 120"SCALE:3"=T-0" ANY TRACK W/SCREW
64 116'• BOSSES.
PS F 70 111"
0. 73
73 109"
r SILL /� FOR GREATER SPANS OR LOADS THAN y
W SHOWN IN END STRIP SCHEDULE,END ' y
I STRIPS REQUIRE 1'X1".090•WP ANGLE 2 �� C
(n MIDSPAN USING ANY ANCHOR ON THE EXISTING GLASS OA fit"
z ANCHOR SCHEDULE&*14X714•TEK yBH
13 SCREW OR 1/4-20 BOLT TO END STRIP, baa
30 ^o w USE(1)BRASS PUSH LOCK (INSIDE)
USE(1)BRASS PUSH LOCK �F-I OR(1)5/16-18 THUMB , },
OR(1)5/16-18 THUMB SCREW IKO THREADED
SCREW 1 0 THREADED 30 O INSERT 19-J AT 1/3 SPAN SILL) a Sid
TO 2R3 SPAN FROM SPAN gra BOTTOM OF SHUTTER C
BOTTOM OF SHUTTER. (OUTSIDE) ag
RECEIVING HOLE SHALL BE
3/8"MAX WIDTH.UP T gY4
1"HEIGHT.
CORNER CLOSURE — — — — — s 30 `
JER POST z a
13 30 OOFVRJWFRANKLBE6MM0PE
13 31 215 13 3 (OUTSIDE) 15-2339
SILL USE(1)BOX LOCK AT 1/3 PAGE DESCRIPTION;
SPAN TO 2/3 SPAN FROM
BOTTOM OF SHUTTER
CC2 o
TYPICAL INSIDE CORNER CLOSURE QFg MULTIPLE SHUTTER ASSEMBLY �9
DTs AILS WO/CORNER POST 2!a w SCALE:3"=l'-O"
g`�a
C1 CONNECTION TYPE
REFERENCE ANCHOR EXISTING HOST
SCHEDULE FOR MAX. STRUCTURE
SPACIN
i' C1 CONNECTION TYPE 1/4-20 MACHINE BOLT
\ REFERENCE ANCHOR 1/2" W/NUT p 12"O.C.OR
/ \ SCHEDULE FOR MAX. ® #14 SMS @ 6"O.C.
SPACING 1/2" (TYP.TOP&BOTTOM)
ALUM. TUBE / ;+ Ell
2FASTENERS 6063-T6 ALLOYEACH ANGLE 0 [5)OR 6 0
SEE TABLE A FOR SIZE. UJOR 6 Z w� ALTERNATE THRU BOLT
J
1"x2"x1/8" o
OR 2"x 2"x 1/8" C1 CONNECTION TYPE MI4.GLASS W _
ALUM.ANGLE ° _ REFERENCE ANCHOR SEPARATION
13 �� SPACING SCHEDULE FOR MAX. PER TABLE 2 13 j L z W
THREE 3/16"0 ALUM. ° I r �� I X Q m
POP RIVETS OR I I I OR DOOR 0.a
GLASS
THREE#12 SMS,TYP. ° 17 X
G3/16"0 ALUM.POP - ------- 1 \ - -- - ------- - --- — — - - ---Y.IZ w
-- - - -
N 17 RIVET OR#12 Sh15 - ,.L
- A( \ r-TABLE A(c ) @ 18"O.C.(TYP.) 4r = / kRH4 (s�oR(61oR
PRESSURE VS ALLOWABLE LENGTH
/ w F� -
-- - --- -- -PSF -2x02"8x108"=-3x3x/08'--- -- tA
MAY USE MALEOR.. _ -- —W0-----_ -- -
FEMALE LOCK-SLAT —-- - -- -- - -- w � ..
0 62 130" 188' 13 ALTERNATE THRU BOLT GUIDE TO BUSHING
II
C5 CONNECTION TYPE C1 CONNECTION TWE
72 124" 179" O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR r: -1 WASHER(TYPJ
62 119' 172" CC3 NTS SCHEDULE FOR MAX. SCHEDULE FOR MAX.
6 92 114" 165". SPACING I 14x3/4"SMS @ 9"O.C.
102 110" 160" ---/ ANGLE TO TUBE CONNECTION
120 104n 2"x 2"x.125"
EXISTING HOST EMBED. 6063-T6 ALUM.TUBE
150 9r 131" TABLE B(CC4j STRUCTURE
200 88' 114" PRESSURE VS ALLOWABLE LENGTH 5 CONNECTION TYPE
ff HOR
Y'x2"xl/8' 30018' EDGE DISTANCE SCREFERENCE
FOR-ANMAX
a PSF WITH 0 WITH 0
SPACING FOR MAX.
62 113" 166' FASTENER @ 18"D.C.
m 72 (USE ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION
for 15r
82 101' 14r IN ANCHOR SCHEDULE). SCALE 3 1'-0"
92 1 95" 139'
102 90' 132'
0 120 83' 122' 0:
150 74' 109' w
200 64' 94" w F--JM
2"x2"x - F =oo
LL 3/16 RIVET OR#12 SMS .090"6063-T6 n MN GLASS 13 D 0=f
@ 18"O.C. OR 1/4-20 17 ALUM.TUBE TYP. Zb J PER RAATII Eo vl
a NUT&BOLT(TYP.). 3/16"W ALUM.POP GLASS 2 X o Z m-
LL RIVET OR #12 SMS ix a D:QQ
ALUM. TUBE j a OR DOOR o n r
6063-T6 ALLOY @ 18"O.C.(TYP.) E wa F O
E SEE TABLE B FOR SIZE. 2"x 5"x 1/B"
2 FASTENERS x CONTINUOUS
EACH ANGLE ALUMINUM ANGLE
1"x 2"x.093"6063-T6 OPTIONAL ANGLE INSIDE 3 16
ALUM.ANGLE,TYP. THREE 3/16"0 ALUM. 17 ORIENTATION TYP. 17
R o POP RIVETS OR
17 THREE#12 SMS,TYP. E \
° 01"x 2"x 1/8"
~ w 4 CONNECTION TYI
13 OR 2"x 2"x 1/8" EDGE DI T• REFERENCE ANCHO
ALUM.ANGLE SCHEDULE FOR MA
USE MALE OR FEMALE SPACING
LOCK-SLAT EXISTING CONCRETE,
13 13 BLOCK OR WOOD FRAMING
E (OUTSIDE) EE INSIDE SILL MOUNT SECTION
012 x 1/2"GALVANIZED SCALE:3 1'-0"
OR S.S.SMS, 3/16"0 ALUM.
CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS'
NTS MACHINE BOLT&_NUT_____ SCALE:3"=T-0"
@) 18" D.C. ----- --
S
.[ 1/�,P.E. ' •1
C5 CONNECTION TYPE lr tb„ NN,4tnrft��y
REFERENCE ANCHOR EXISTING
I b SCHEDULE FOR MAX. STRUCTURE
0SPACINGC3 0 it 5"MAX,
p��w^ GLASS LIS C1 CONNECTION TYPE 1/4-20 MACHINE BOLT
w oU U OR DOOR w w REFERENCE ANCHOR 1 W/NUT @ 12"O.C.OR
F-U U>' H w SCHEDULE FOR MAX. @ ;
#14 SMS 6"O.C.
j a z~ w W SPACING /2•• (TYP.TOP&BOTTOM) /��
2wa� MK 13 7= xU .5.. +•�� T 1pTm
MN. 13 0 N 0_J CLASS y F a M /2"GLASS
In L� a
'ARA71 Q m #14 x 1/2"SMS @ 12"O.C. PARATI X z z w z
PER F F F F OR 3/16"H ALUM.POP TABLE A 2 a-1 na 0 In S R 6 R/ w '"
t0 £ w o �OR�J1i1 ".
-ABLE 2 z F' RIVETS @ 6"O.C. OR 1/4"H w �7 ,u a
J= ALUM.POP RIVETS @ 12"O.C. Q w �U x
w ul
11 AND 3O MN GLASS Q "l9
ASSEMBLY 1/4"MAX.FROM PIN SEPARATION 13 Fw U -Vj t z o g
7/4"MAX.FROM PIN 1/2^TYP. GUIDE TO S ING pOy TABLE p F X 0'- L " 4Z
GUIDE TO BUSHING o WASHER(TYP.) =x _ �N-+ ,� w u z
WASHER(TYP.) w GLASS Vl p N m W w
1/2" 1/2"TYP. EXISTING CONCRETE, E 3 CONNECTION TYPE OR DOOR �� o z F- W� 3
BLOCK OR WOOD FRAMING "' REFERENCE ANCHOR i Q a p W E' z
EDGE SCHEDULE FOR MAX. £ OU a 'D IG--
4CONNECTION TYPE DIST. SPACING U N 0
EDGE REFERENCE ANCHOR a a
DIST. SCHEDULE FOR MAX. 1§
SPACING AS SHOWN w ~ IN
CONNECTION TYPE IN DIAGRAM ON PG.9 p ('5]0 6 OR In
REFERENCE ANCHOR EXISTING CONCRETE, w O
SCHEDULE FOR MAX. GUIDE
MAX.FROM PIN
BLOCK OR WOOD FRAMING
SPACING.ALT.FASTENER / GUIDE TO BUSHING LL
LOCATION.FRONT AND R CONNECTION TYPE
� REFERENCE ANCHOR 1/ " \ WASHER(TYP.)
FROM BACK ANCHORS NOT REO'D �q,INSIDE MOUNT SECTION SCHEDULE FOR MAX. `19 w'
TO WITH THIS LOCATION (\v SCALE;3"=1'-0" SPACING 5 CONNECTION TYPE �$s Q'
BASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR v~j a
A SCALE:3"=1'-0" SCHEDULE FOR MAX. m�n 0 m
EXISTING CONCRETE, SPACING C1_
BLOCK OR WOOD FRAMI EMBED. O z� ¢ui
CD BUILD OUT MOUNT SECTION o
EXISTING CONCRETE, SCALE:3"=1'-0"
BLOCK OR WOOD FRAMING •' w j
EXISTING Q
iETAILS A,B.D.AND E ON THIS SHEET, EDGE DIST 4 CONNECTION TYPE EMBED. STRUCTURE
RACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR 5 CONNECTION TYPE
APS PROVIDED THAT EACH SECTION HAS w SCHEDULE FOR MAX. REFERENCE ANCHOR
W
IF TO SETS OF ANCHORS AND ISA m [�O c
12"LONG.THE SILL OR CEILING TRACK x SPACING SCHEDULE FOR MAX.SPACING
THE BASE TRACK MUST BE CONTINUOUS w /��..,,/
APS BETWEEN SECTIONS. 3 6 1/2" U"R D
t!3[N
F
L
Lu 0 _
Fw w 0
GLASS w FJ 0'"
OR DOOR GLASS 13 H =w` ¢ <R 5 1:0
v �'
w #12 x 1/2"SMS @ 12" ARATI 0 x� w w 0 a`�- g�
ix w F'_j O.C.OR 3/16-0 ALUM. PER txil o w m 13 F-N=w w
w>> POP RIVETS @ 6"O.C. TABLE 2 0 z F--- GLASS OR N.GLA X 2 z u w 5 e g�c
x�
=w OR 1/4"H ALUM.POP Q a DOOR W F- w m
1 0.A55 to
13 D F Z v m RIVETS @ 12"D.C. Y Ou N PER TABLE 2 X w 0 z 1,-
ARATION l7ONa EJOa £@
TABLE 2 S w o Q F O7 AND OB 1/4"MAX.FROM PIN
£ U w ASSEMBLY 1/2" GUIDE TO BUSHINGT
U 1/2 TYP. WASHER(TYP.)
„r, o a 1/4-MAX.FROM PIN
X 1/4"MAX.FROM PIN m w q
w 4 CONNECTION TYPE 1/2"`O GUIDE BUSHING s W e
F GUIDE TO BUSHING WASHER(TYP.I EDGE REFERENCE ANCHOR WASHERR(TYP.I �
S 6 , EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. C RFtWWLBO&kRDOPE
'/—BLOCK OR WOOD SPACING AS SHOWN 2 CONNECTION TYPE 15-2339
FRAMING EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR
BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALE:
/ 3 CONNECTION TYPE #12 x 1/2"SMS(5)12" SCHEDULE FOR MAX. SPACING PAG!DESCUPnoN:
REFERENCE ANCHOR SPACING.ALT.FASTENER EXISTING CONCRETE,
O.C.OR 3/16"H ALUM. LOCATION.FRONT AND
BLOCK OR WOOD FRAMING
SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. BACK ANCHORS NOT REO'D - °`
SPACING OR 1/4"0 ALUM.POP WITH THIS LOCATION - ��
RIVETS @ 12"D.C. CEILING / INSIDE MOUNT SECTION
/ALL MOUNT SECTION O OF WALL/BUILD OUT
;CALE:3"=1'-0" SCALE:3"=1'- 0" SECTION
SCALE!3"=1'-0" on
MR GLASS
GLASS SEPARATION Z J
OR DOOR PER TABLE 2
CCW
mpx c,055OR
F~-u N DOOR
Q GLASS OR
x w Q DOOR MR GLASS
X y SEPARATION
I Q 3 Ir rp,
R GLASS w
PER TABLE 2 °
EFF EPARATION F-m w
Z; R TABLE 2 W j F w I~-
w V7 x W
to tAZ
� 3 FZ4
�^ 13 LaaW 13 ZoL
/2" y -Z Cl CONNECTION-TYPEJ a 2
- a - 1/4"MAX.FROM PIN GUIDE 28 u a REFERENCE ANCHOR u I
TO BUSHING WASHER(TYP.) Q SCHEDULE FOR MAX. u o
TWO 1/4"0 WOOD 250 SPACIN u
--- -- -- LAG SCREWS-@-24... - -- - - -- - - -- C4 CONNECTION TYPE--
D.C.MAX.WITH 2" REFERENCE ANCHOR
THREADED PENETRATION SCHEDULE FOR MAX.
"T"INTO CENTER OF 2X STUDS / SPACING /o► j 8�
N EMB."T'- --- 14 SMS-@-MIDSPAN BETWEEN--- -- Ili
- -- / — - --=-- - — -- —- - - — -- --_
e STUDS FOR TRACK TO 1"x 4"
EXISTING HOST STRUCTURE
PLYWOOD& TUBE CONNECTION
STUCCO FINIS 1"x 4"x.125"
6063-T6 ALUM.TUBE
O DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL
dTHIS DETAIL TO BE USED WHEN STUD SPACING SCALE:3"=1'-0" SCALE.3"=V-0"
EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING.
OWALL MOUNT SECTION THIS DETAIL MAY
G
SCALE:3"=1'-0" ALSO BE USED
AT TOP
a`
U
ACCORDION SHUTTER
ul
Ir
PER PRODUCT APPROVAL F o —GLASSw
MR GLASS ~ o .
OR DOOR F I
e = `D SEPARATION 13
V) n PER TABLE 2 x u EXISTING WOOD(6=0.42)
APPLICABLE AT TOP Z to TRUSS OR RAFTER
AND/OR BOTTOM Q a Q oZa @ 24"MAX.O.C. -1/2'•-1/2"
2"OR 3" F EA EXISTING FINISH
LL MATERIAL
1/2"MIN. 5 6 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/8"6063-T6
TO BUSHING WASHER(TYP.)
2"x 3"x 1e"x CONTINUOUS OR .175' ALUM.ANGLE W1 THREE
2
2"x 2"x fie'x CONTINUOUS 1" 3 6 1/4"TILE(TYP.) 1/4"0 WOOD LAG w
6061-T6 ALUMINUM ANGLE FINISH MATERIAL SCREWS WITH 2-3/4"
3/4"PLYWOOD MINIMUM THREADED
PENETR."T"IN WOOD @ 5 6
0.9"MIN.THICK 6061-T6 ALUM TRACK X —1/4"0 A325 GRADE THRU-BOLT 7"O.C.
FASTENED TO ANGLE WITH 1/4-20 1< @° EACH RAFTER IF TRUSS,
ANGLE FASTENED TO / S �, OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C. 24"O.C.MAX.WHERE
EXISTING 3 KSI CONCRETE - MACHINE SCREWS AT 3"FROM ENDS GALV.OR S.S. ANGLE EXTENDS BEYOND
HOST STRUCTURE WITH AND 9"O.C.FOR THE BALANCE LAST TRUSS MORE THAN
"0 ELCO ULTRACONS AT 1/4"0 ELCO ULTRACON TO CONCRETE/CMU
6", EXTEND ANGLE TO
EXISTING CONCRETE HOST ;. 5"O.C.W/1-1/4"MIN.EMB. o
3°FROM ENDS AND 4"O.C. NEXT TRUSS. w w
2-1/2"MIN. STRUQURE(3000 PSI MIN) OR 1i G"0'LAG SCREW��9"O.C.W/1-7/8" F,w
's FOR BALANCE WITH 13'4" MIN.EMB. IN WOOD SG=0.42.TO 0.55. F-tn=
3 MIN EMBEDMENT AND 2Y" MAX.DESIGN LOAD AT 5'0"MAX SPANEXISTING CONCRETE,
y. 13
i 2 , =x
MIN EDGE DISTANCE, 1 62 P.S.F. F
STAGGERED WITH 3"MIN. Z
HOLLOW BLOCK OR
MAX.DESIGN LOAD AT 6'-0"MAX SPAN: WOOD FRAMING.SEE I' X Z
SPACING,TYP. �y 2"x 5"x 1/8"CONT. w
1 52 P.S.F. ANCHOR SCHED. ALUM.ANGLE(6063-T6) Q o
F 0
OBUILDOUT MOUNT BASED TYPE OF Q
HO STRUCTURE
SCALE:NTS (MAX.DESIGN LOAD:72 P.S.F.)
Is PASS THRU DETAIL
F Hb SCALE:3"=1'—0" 0---SCALE:
TRUSS MOUNT SECTION
- - - - - -- - - O--SCALE:3"=1'--0 - - -
S
gllpq(yp�1Do,P.E.
EDGE OF ACCORDION EXISTINGSTRUCTURE ALT.LEG DIRECTIONEMBED IN 4-ALL POINTS
CONCRETE HOLD SET M W BLOCK,3 CHORS WITH 7MINIMUM
qo
+'i' •. ./`/'''����i�
SHUTTER BLADES ROUND WINDOW 1/2" SPACING,AND 3"MINIMUM EDGE DISTANCE ?
ASSEMBLY 1 AX (2)6063-T6 ALUMINUM
ANGLES PER BEAM END,SIZE No.
1/2" PER SPAN TUBE SCHEDULE * y
EMBED. SPAN TUBE PER ^z
ACCESS HOLE DESIGN SCHEDULE
EDGE OF ACCORDION z 1/4-20 MACHINE BOLT W/NUT @moi Q�• l`
SHUTTER BLADES f a 12"O.0 OR#14 x 3/4"SMS 6"O.C. `0
yr �1/2"MAX. w (I$4U `X Y w
5 6 > wRfl F If 3 IN €a
EDGE 316 Z ¢ U QW l75
u� I- t10�W
DISTANCE p MIN.GLASS Z Z " <
EXISTING A SEPARATION 3 w O j W _j 3 ii i
GLASS ORPERTAL w 3 Wju 3 m
DOOR N u y W-3 Y
I-VIEW WINDOW f u UJ
r o EDGE 1/2"MAX ui ""iniE
r a
EXTERIOR ELEV 1 k DISTANCE a
LLtnm S 6
O O (7 3 16 1/4"MAX-FROM PIN GUIDE n
w
wa
w Z TO BUSHING WASHER(TYP.) cn
w~ a ACCESS 1/4-20 MACHINE BOLT W/NUT @
rn 1/2" HOLE 12"O.0 OR#14 x 3/4"SMS 6"O.C. rn y
2.875"0 HOLE TO SPAN TUBE PER w 3
RECEIVE ROUND EMBED. DESIGN SCHEDULE
WINDOW ASSEMBLY ) 1/2" (2)6063-T6 ALUMINUM 'S-
AX. ANGLES PER BEAM END,SIZE
=)m% Qat
EXISTING PER SPAN TUBE SCHEDULE p-o k c
HOST 1/4'0 THRU BOLTS SEE BEAM O z m A ca
STRUCTURE SCHEDULE FOR REQUIRED NUMBERS Z w
1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN m f 0
EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM E w
SPACING,AND 3"MINIMUM EDGE DISTAIfCE L.\/- p
0.125" 3
0.032" MAX.DESIGN LOAD=172 PSF
- 3 SPAN TUBE SECTION
8 J.N.T.S. VERT SECTION 1►���1' L
\� SPAN TUBE SCHEDULE _
\� ALLOWABLE TUBE NUMBER OF ANCHORS BER OF MINIMUMANGLE
TUBE SHUTTER SPAN THRU-BOLTS ANGLE LENGTH
z ROUND SIZE SPAN
f� WINDOW TOP BOTTOM TOP BOTTOM TOP BOTTOM TOA BOTTOM
inn ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE o a
60" 123.8" 135.r 2 2 2 _ 3 4" T' i5
i •p 2'x26' 96" 101.7" 106.9" 2 2 3 __ 3 7" T'
0.125" 3
/-- 123• 89.9- 94.4' 2 2 3 3 7" 7" z
\ 60" 129.1' 157.0' 2 2 2 3 4" 7" y
0.125' 96" 114.8- 124.1- 2 2 3 3 7" 7"
/ 123" 102 8" 109.6' 2 2 4 4 10" 10" @
MISS" 1 7YB'k 60" 138.0" 196.9" 2 2 3 3
03.250" �f 0.186" o.12S 1'" 122.7' 155.7" 2 2 3 4 _7" 10"
f 11., 115.4- 137.5' 2 ;, 3 4 5
/ 60' 158.1" 240.0" 2 2 3 4
`\ 01875 98" 140.6" 229.9- 2
✓IEW WINDOW 123" 132r 203.1" 3 4 s 7 13 19" fi
COPMKiif FANd(L90
RABIC PLASTICS SLX1431T-UL-94HB
\ // SPAN TUBE SCHEDULE NOTES: 9UfiDOPE
339
- 1. USE 2x3 xi 4 �xx "ANGLES FOR 2"x5"&2"x6"BEAMS. 15-2
2. USE 2"x5"xI/4"ANGLES FOR 2"xB"&2"x10"BEAMS. SLE, -
3. USE BEAM SCHEDULE FOR DETAIL 3/8. PACE DUQIPTION•
4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER
CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS.
__ 5. ,SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND
2 BLADE W ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS,
ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS
8 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM. 0
6. LAP BEAMS ARE NOT ALLOWED.
7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. O