HomeMy WebLinkAboutProduct Approval r lorlcla 13uncling Locle unllne rage i of .)
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Business --
Profess1orial :'PrEodubctlic UApproval
ser
....:_:..a >a. c..__. __+'>P,.:.:,1 tirn'in-,>Application Detail
r: FL# FLi57 RS'yam'
Application Type
Revision
Code Version t20 ,4.�-�
Application Status Approved
Comments
Archived
Product Manufacturer T.dwn�la�ntIlntlustrles"��'`
Address/Phone/Email 400 West McNab Road
Ft. Lauderdale, FL 33309
(954)493-8551
tomj@tc-alum.com
Authorized Signature Frank Bennardo
frank@engexp.com
Technical Representative Thomas B.Johnston
Address/Phone/Email 400 west McNab Rd.
Ft. Lauderdale, FL 33309
(954)970-9999
tomj@tc-alum.com
Quality Assurance Representative
Address/Phone/Email
Category ::fitters
Subcategory Ac
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 Frank L. Bennardo, P.E.
developed the Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation&Management Institute
Quality Assurance Contract Expiration Date 12/31/2016
Validated By ORLANDO L. BLANCO, P.E.
's Validation Checklist- Hardcopy Received
Certificate of Independence 7 R5 y.._�_In—ee 2.p.,ft
FL1_',757 Rei C?I
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2006
ASTM E1996 2005
ASTM E330 2002
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbm... 3/1/2016
i iuiiva 1_juiiuiii6 "-kjuv-- %_J111111c, rage z ot j
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
R5 2.
................
pi 7 E.
W,
.................... ......._!V
.........
Eg
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/21/2015
Date Validated 04/29/2015
Date Pending FBC Approval 05/06/2015
Date Approved 06/22/2015
------..........................................------- --------.............. ........------- .....------
,Summary of Products
FL# --]IModel,Number or Nam7.7--]IDescription
13757.1 ---]16.8 Accordion Shutter ]jLarge missile Impact Resistant Accordion Shutter System
.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes =1_13757 R5 11
Approved for use outside HVHZ.Yes
Verified By: Frank L. Bernardo, P.E. PE0046549
Impact Resistant:Yes
Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
"
Other: See installation drawings for allowable Fl_!�- 7 75-
R1 AE E'val,IId`
span/pressure combinations and additional limitations of Created by Independent Third Party: Yes
use.
AMissile Impact Resistant Accordion Shutter System
_aT7t5_?,472j&_W� =St Lq
[n7
Fsjh,Shutter---"'
of Use Installation Instructions
Approved for use in HVHZ:Yes
f-1-13 "57 RE, 11 D,,,�a 2,d1f
..................
Approved for use outside HVHZ:Yes Verified By: Frank L. Bernardo, P.E. PE0046549
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See installation drawings for allowable FL13757 R1 AE Eval 2-ndf
...............................7?�_
span/pressure combinations and additional limitations of Created by Independent Third Party:Yes
use. 1
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 -_1_1 757_F15 H-Dwg 3,,r f
-Approved-for-use-outside-HVHZ:-Yes--------- -Verified-By:-Fran k-L—. Bennardo-PE=0046549--
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: +110/-128 Evaluation Reports
Other:See product drawing for additional information, FL1.3757 RS A;;: ': al�3. f
-!�.............O�L
rici-forage, etc. _b_-n-
ated y I depencleritThi d Party:Yes
Contact Us 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
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 in 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
Pu rsuant 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 provided may be 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 you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
Ej gig LETEE El
app_
http://www.floridabuilding.org/pr/Pr dtl.aspx?parain=wGEVXQwtDqvgk7yHMuovbm... 31/1/2016
http://www.floridabuilding.org/pr/pr
I
I
6 � ""'R°°
8 STREAMLINE SHUTTER PE
`,
FOR USE WITHIN AND OUTSIDE THE HVHZ
GENERAL NOTES:
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING = N0.46
CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE AND THE
INTERNATIONAL BUILDING CODE([BCI AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM UNLIMITED WIDTH z
MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. = 0 . 11 0
SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. i {I �N"• Q
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SECTION I 'x/90, M,�o
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE TOP TRAc(!i z
REpUIREMENTS 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 �/l/ o
PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. x
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. j u w d
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 (1� _�e z
SAFETY FACTOR. N _� W 03 o 3
S. 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 VIEW w,.,3
CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING'JURISDICTION. Uj 3
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND a o w
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. o
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE w
DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR d x
WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE,7,A DIRECTIONALITY FACTOR OF Kd=0.85 N
SHALL BE USED. z n
"
S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC
SITE.
9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL
�w
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME
ggg PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER O Q TM rn
61G15-23 THE FLORIDA ADMINISTRATIVE CODE. d
d 10. THESE APPRR OVAL DOCUMENTS ARE SUITABLE TO DI APPLIED 8Y THE CONTRACTOR PROVIDED THE Fa o
,I CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR �� m
!R1 VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM �� =c n O m
THE STRUCTURAL SUBSTRATES DETAILED HEREIN.
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL
o�
DOCUMENTS. I O zm a
12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING. HURRICANE PROTECTION
BOTTOM ..m 6
g OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND TRACK
SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE � \[_ w
DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRA(JTING HIS/HER APPROVAL. LOCKING MECHANISM,SEEl,c o
13. EACH SHU*ER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS / F.g
m INFORMATION: TOWN&COUNTRY INDUSTRIES
5 FORT LAUDERDALE FL TYPICAL ACCORDION
MISSILE LEVEL D-ASTM E1886,E1996&E330
TAS 201,202&203 SH UTTER ELEVATION 0
! a
FLORIDA BUILDING CODE APPROVED I TABLE 2' 1 N.T.S. EXTERIOR ELEv
14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O:N.,WITH A MINIMUM Fy OF 25
K.S.I.
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. I I u
16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL
BOX LOCK AT CENTER OR SIDE CLOSURE. I i HVHZ FACILITIES
17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE.
18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER
19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS G
N20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. I 530'ABOVE >30'ABOVE S30'ABOVE >30'ASOVE ` $
21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE
22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK.
23. SEALANT SHALL BE USED ON ANCHORS OR 7TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4" 1-518" 2-3/8" 1-5/8"
TABLE 1: ! 99" 3-1/2" 1-7/8" 3-518" 1-7/8" a v
TABLE 1 NOTES: 120" 4-1/8" _ 2" 4-1/4" 2" a�}, v
e ACCORDION SHUTTER 1. DESIGN PRESSURES,SHOWN IN"ACCORDION 144" 4.7/8" 2" 5" 2"
9 SHUTTER SPAN SCHEDULE"ABOVE ARE TABLE 2 NOTES: i .
SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ:DEFINED AS MIAMI-DADS COUNTY AND BROWARD COUNTY FLORIDA. A£�Dd '9
AT EACH RESPECTIVE SHUTTER SPAN. 2. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY / L�Vwmpl
POSITIVE NEGATIVE 2. LINEAR[INTERPOLATION BETWEEN SHUTTER FCc RTS
15-2339
E SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3, NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND
SPAN BETWEEN THOSE INDICATED ABOVE,THE
PRESSURE PRESSURE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SCALE:
s IPSFI IPSP) DESIGN PRESSURES[FOR THF.NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PAGE DESCRIPTION:
SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL
72" 100 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30'
ABOVE GRADE. a�
N 120"
" 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE
99" 53 63 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED, n
144" 1 43 1 40
6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM CII,JII
E1996.09.
S I
I ii
PROJECTION VARIES
0.115"2.874" 4.874"MAX.
• �i
i
0.12s" i 0.062" 0.450" N 0.080" _
N 1.708" 0.100' 0.062" .
ri 1'.708" 0.100" �---1.830" N D.
-r 0.080" 0.063" rn*
0.195 0.096" L 0.195" uTE N
0.630" O.p62" ...LL '- --�- 0.060" 0.070^ ry OOfi30"" N 1.99382 1.908" i� •1'I �Q`o
-1- `0 0.125" 0.630" 0.062" �2• c >
0.062' `s
0.630° ! --}�--,h- fill
.069"-{ }--}0.971° I L 0.143" 0.096" �� /]��p� �� •'
L�200„ 0.062" 1p,200' 0 060" 0.0 1. 70"-i F0.971"{ 0.143' 0611"
0.062 I mI 1 C e
�-1.069" 4-11069"-� 0,630" �0.O 'iN 0.0621 UI Q¢LL Z o
ul d
I -,-1- II tm�w�<
5.745"MAX. I SUPPORT LEG OPTIONAL 1.069"'1 J �-1.069"-I'1 0.062" 0" W 3 z
5.745"MAX. N 3 m
Oj V,ALL O BUILD OUT WALL O3 STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL �wv3
SCALE:HALF SIZE SCALE:HALF SIZEI
tr ! SCALE,HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE .+O
a
WHERE SHOWN,SCREW BOSSES j
&FELT GROVES ARE OPTIONAL
m ON ALL EXTRUSIONS Ln\i
0.874'}- 1 m$3d
2.655" 01.875"
2.195" 0.510`
2.195" in I 1.2ry30"
11.229" 0.105" 0.060"
c
2O ! -
eN.i LO�,\i•:w'7^
mKzfop
&2�3652j3° 1 06
0.71.069" +E 0.105" ONrl
f I 4.84`^
4.530"
. " w105" 0.075" O .075" 0.04x". 90. 4.$10' 994"i
0.781" �0og
1 NOTE TESTED THICKNESS OF a
"
! j 4.510" -� 0.079_3,506"-� BARE METAL W/O PAINT IS 0.039" v
OSILLSILL ADAPTER
7 O8 Og EXTENDED SILL 10 EXTENDED SILL ADAPTOR 11 ADJUSTABLE SILL BOTTOM 136:SlINC SLAT/BLADE CLQ
SCALE:HALF SIZE SCALE:HALF SIZE
y SCALE:HALF SIZE SCALE:HALF SIZE SCA
SCALE:HALF SIZE j LE:HALF SIZE
LL F'
II 1 Mil
- qqa
jLi
1 . r 0,477" �0.080" . 0 1.570"1 0,14 59 600.143" . 0$100.070"
170 10.245"
0.143° T ¢0.096" .
0 0.10
4.753" 0.115"
8.898" 0.096"
I-0.188" 0" ga 5!d g9"�1
Ii° •3e�e�
Rg§by
Dgpp&�
0.682':, 0.080"
0.094" 0.227" 0.630" 0.060° C0P170C81FRgXLBFJ47W=PE
NOTE:THICKNESS OF BARE 2.1 22^ I I I x'693 15-2339
_ METAL W/O PAINT IS 0.039" ! {-1.625"-� t-�' '420"
-SCALE-.
CAL oescuPnoxl
15 5.8 STREAMLINE STACK 1B RADIUS CEILING HEADER/SILL 17 6.8 STARTER 18 WALL SILL CLIP 18b WALL SILL
s SCALE.HALF SIZE SCALE.HALF,SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF 512E
�9 9
N I
� i I
I I
i
I
� C
I
I1//,kDO,P.E.
,JJJJf
1.9501DDLL�I�y�th- fffi
i 280" NYLON WASHER OR "^.GP 4
-{}-0.125" 0,610" STAINLESS STEEL Y � .A 0" ALUMINUM 0.357° `T
�(' ASSEMBLY J
0.320"o HOLE E O 0. 50"
0.276"
�� o z o a to x 2.314•410 Hr s.s.
o NYLON ,`r.•� e a INSERTS SCREW W/TC ULTRACOTE u
0 591'
0.880' WHEEL0.120"o 0.05 - 1NTO COATING {}jty1.100"••{ F0.240i � TRACK (TYP TpP&BOTTOM) �oyNYLON BUSHING W/WASHER: tiffITYP.AT EVERY OTHER 0 870"0.750" 7/16"0x 1/2"@ INTERIOR JOINT TOP -0,137" ffJJJJ
r-• 5'MAX' --'I INSIDE JOINT AT TOPJ 7116"0 x 1'@ INTERIOR JOINT BOTTOM
9 ANGLE _ �•-�-a�,..'.-."...� CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR I+��'•
HOUSING-ZINC DICAST,POWDER COATED
SCALE,HALF SIZE 221-ROLL:ER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT ('Q, <ud1 2 d
\�SCACEi HALF SIZE'I NOTE: MAY BE KEY OPERATED OUTSIDE SCALE,HALF SIZE SCALE:HALF SIZE ZLXu K cog
4 w
1 OR KEY/THUMBTURO-OPERATED INSIDE W „t w� b
HO.250" 23,.BRASS-PUSH_t:OCK3 -ij SCALE,HALF SIZE o w u
R0.155' 1.978 tD w..
2.325" •+w
R0.500" 0 500" I 1.7x2 0.286 1.603 a
.000" 0,623" 0.236" 1.71Cr 1.224" 0.267"
1 0.790" 0.090" 0.319" 0.531" 0.531" + m �y
.+i 0.064" 0.28 r�-6' o
0 2.250" m 0.09 m ro 26,
o o L 0.607" 0.607' m w -
0.250" 1 I ate.- ry T(
0.1 "1 0.224" 0.239" �-• I Q'm m �a r a d
d 0.060" 0.496' 0.240" 11-- � V�Q,'¢M
m
�„ I I �-• cc�
27 RAINGUARD 2$ DECORATIVE FLOOR TRACK 3.476' 0.160"-1 I-+0.222"1-r o.z4o"
SCALE,HALF SIZE @ SCALE.HALF SIZE ! 1.001 0,062" O,pg2" 176"
.31
a
30'tJNSN(ATE-LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER
: SCALE.HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE o
8 41-0.062" a o s
S 5.500"x 13/6"WIDE 7116"4 STAINLESS
p
n ,� (•167" I STEEL NUT -T---•- ` S
I m.
CD
30 n N-�'Ti.-•� 01 1 0.438"
0.125"
LL n ,� 0.188" 5/16-18x1 MACHINE SCREW a" µ.`.Ga
1_ TYP. 5/16"0 INTERNAL STAINLESS STEEL H 0.12 i" ogy
R I 0.689" ! POWDER COATED,ZINC DIE-CAST THREAD '•' ;6&
T 1-- a,500" fl '___ HEAD STYLE VARIES "''-e" _�_• 1.050"� q S `age,
DELTA 1�oDEL 2022
SECTION'IA 36 T`=LOCK ADA•-.PTER7 3q T-SCREW INSERT 38 THUMB SCREW �, ;� ��@40c
kNDUSTR AL SYS 5 I {OPTIONAL} SCALE,FULL SIZE SCALE,FULL SIZE ao 0,254" 40a 40b .^
35 BOX LOCK j SCALE.HALF SIZE 10.319 END STRIP 1" � w
m SCALE:HALF SIZE fi---2.000"---� 2" & 3" EXT sill
n
1.625v" -3
j-"1.590"-� '1I� " '1{'0.125"SCALE: HALF SIZE
I OAO 125"
0.093" I t�
i o.D6s"
0 0.125"
0.093CDP(Rg11IPANIXLBFMUA00 PF.
"000 N Q "
0.250" Does" M 15-2339
scALe:
'V PAGE OESCRIPRON'
� ( 7.000" 1� et-r-"�.--:'�,"
r r 2{} ALT.--1".--ENO_`S:TRIP.-:./ 21 1.5"x3"x0.093° ANGLE25 2"x3"x0.125" ANGLE 99
' 3g 2X7 ANGLE I SCALE,HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE
l'C SCALEt HALF SIZE i
j I
I -
I I
! Yf /7P.E.
ANY ANCHOR PER D.C.ANCHOR EDGE
DIST.
SCHEDULE @ IB" . EXISTING !
GLAZING DIST.
SEE END STRIP
7G n j SCHEDULE FORM
F IA •ANGLE EMBED y�z SPAN WHEN USI
3 LEG D RECITON C 20,40a,40b OR c, I
EMBED. 17 Y (INTERIOR) 17 II 11 GGGG 17 MAX. WITH 21 OR 25. p• Ia �(tJ o
Y a 1/4" OR 6.8 STARTER TAI gG m•�
e MIN.0,062"THICK 6063-T6 ALUM. i� „.
EDG LJ 30 ANGLE 1"x 1 MIN.TO 2"x S'MAX. 21 25 /��� 6 ` ��
DIST. (ANGLE LEG MAY BE REVERSED) ,y a"
FASTEN ANGLE TO TRACK W/ w >Z ui
B ANY7(NGHOR PER;AI�CROR ((2)#10x1"SCREWS AT rn >U �S
/SCHEDUL'E @ 18 O.C:. CORNER,TOP&BOTTOM;AND U Q Q 2
13 13 13 ATTACH TO 6.8 STARTER W/ -"U
m 0f
13 #72 x 1/2"GALVANIZED OR S.S.SMS, #12 x 1/2"GALVANIZED OR Z N w t
30 S.S.SMS,3/16"0 ALUM.POP ,..i J 3 u z
f 6.80"(TYP.1 f 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE W 3
USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18"D.C. ALTERNATE END STRIP DETAIL BOLT�,NUT @ 1e•D.C. 3 m
(EXTERIOR) 5/16-18 UMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE INSERT 37 AT 1/3 SPAN TO 2/3 SPAN SCALE.3"=V-0" ANY TRACK W/ bon
o W
4 TYPICAL PLAN VIEW ! FROM BOTTOM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. N O tt
HOLE SHALL BE 3/8"MAX WIDTH,UP TO a
SCALE:3"=V-0" 1"HEIGHT. PSF SPAN
1"1310(2.7') 62 108"
m 7 100" N
62 94"
o USE(1)BRASS PUSH LOCK ' 112 80" m
OR(1)5/16-18 THUMB 2 5"
SCREW Ip{�0 THREADED LOCKING DETAILS FOR 2'BID(3.7'� 62 95" SEE END STRIP
INSERT 137)AT 1/3 SPAN i CENTER MATES 72 88 In
TO 2/3 AN FROM ® SCHEDULE FOR MAX.
BOTTOM OF SHUTTER. SHOWN ON RANDOM 82 3' n SPAN WHEN USING w='3
d RECEIVING HOLE SHALL BE 30 DETAILS 3"010(4.7'T__ 62 86" I-$
/8"MAX WIDTH,UP TO 13 ® -72 79' C 20,40a 40b OR 40c, m
1"HEIGHT. 62 74" 666 gg
30 ALT.1"010 62 110" 3 F' 1/4" OR 6.8 STARTER ur rn m
rr�� MAX. WITH 21 OR 25. e O m
2 -TU-2—
(2.7') p?'S GJ
1 2 9 OZ:�a DILL
20 112 Bi' \ 40 40 USE APPROPRIATE
1.5'x3" 45 93" 40 20 32 75" STARTER STRIP TO o
PRONDE CLOSURE L
13 x0.093" 52 87" FOR �i. i b�w
3 60 81 BUILDING CONDITIONS. 'E 3
si 64 FASTEN STARTER STRIP o S
(INSIDE) 77 _75" TO TRACK W/(2)810x1" v
2"x3" 45 3"
9
SCREWS AT CORNER,TOP
xO.125" 52 129' ALTERNATE END STRIP DETAIL &BOTTOM. _A o
a 13 ywyy 67 123" SCALE:3"=l'-0'• ANY TRACK W/SCREW (((,w�,l •_
R OF I 25 64 116" BOSSES.
D OF 7 111"
aa¢¢ 73 109"
J 0 SILL Na I FOR GREATER SPANS OR LOADS THAN
I W SHOWN IN END STRIPS CHEDULE,END
STRIPS REQUIRE A I'x1".090"CLMANGLE 6'
O (n \ ANCHORSUSING A B 9,AHCIIOR 4'T THE EXISTING GLAS
Z \\fJ_ ANCH°0.SCHEDULE +ICHTET S D a I e
v 13 SCREW OR 1/4-20 00LT TO END STRIP. p b g
m I USE(11 BRASS PUSH LOCK 30 o w USE ft)BRASS PUSH LOCK INSIDE 8 65 H
OR(t)5/16-18 THUMB ! $F DR(1)5/16-18 THUMB (INSIDE)
ygs
I( IvJI SCREW I 0 THREADED 'j 3° 13 d d INSERT
:0.
OAT R%3 SPAN SILL i3 p`
INSERT tp}��ATi1/3 SPAN TO 2/3 AN FROM 74¢p
1O TO 2/3 SPAN FROM g g BOTTOM OF SHUTTER
BOTTOM OF SHUTTER.
RECEIVING HOLE SHALL BE (OUTSIDE) 9 4
3/8"MAX WID IH,UP T23 @g �
1"HEIGHT. ii
O TYPICAL OUTSIDE CORNER CLOSURE
9 CC1 DETAILS WO/CORNER POST 3s 3u ?p? gpg
a S 6 a I ®R
NTS 13 30 CCP`MGMFRWL.EERIUA➢OPF.
13 31 215 19 29 (OUTSIDE) 15-2339
SILL SCREEN
USE(1)BOX LOCK AT 1/3 SCALE,
PAGE s SPAN TO 2/3 SPAN FROM SOg1pTI0N:
yy n BOTTOM OF SHUTTER
TYPICAL INSIDE CORNER CLOSURE $F!tl
CC2 DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY
c NTS 2! SCALE,3"=l'-0"
I
i
I
I
I
P.E.
REFERENCECONNECTION ANCHORAN HOR EXISTING HOST
SCHEDULE FOR MAX. STRUCTURE
_ SPACING =S ' •�1'1 ,2
i Cl CONNECTION TYPE 1/4-20 MACHINE BOLT =
REFERENCE ANCHOR 112" W/NUT @ 12"O.C.OR -
SCHEDULE FOR MAX. ® #14 SMS @ 6"D.C.
SPACING 112" (TYP.TOP&BOTTOM) z
2 FASTENERS ALUM. TUBE
EACH ANGLE 6063=T6 ALLOY I �Fd7, •3g
SEE TABLE A FOR SIZE. I I O o /1�R 66 o I Z \�`L
1"x 2"x 1/8" 1; ALTERNATE THRU BOLT }�4JC 0J _ 1� � 0
OR 2"x 2"x 1/e" I Cl CONNECTION TYPE C, Z w x °0.
ALUM.ANGLE ° f , _ REFERENCE ANCHOR MN GLASS Q:m_ rn�L >V W 5
SCHEDULE FOR MAX. SEPARATION 13 w U
THREE 3/16"0 ALUM. 0 13 I ' -�" I SPACING PER TABLE 2 j Q Z w 7 V N co,•`q�w o
POP RIVETS OR I J LL!u' •+s 3 B
THREE#12 SMS,TYP. ° 17 1 I oR DOOR—� °!w o.< W 3 w °m
3/16"�ALUM.POP ' I / X w, to r m 3
17 RIVET,OR#12 SMS A4�\ LFw �W..
TABLE A(co) @ 18"O.C.(TYP.) w - /
( ) \;1' - / RNq��� 50 60R z> .i0a` <
PRESSURE VS ALLOWABLE LENGTH '\ — OR716T1 =
MAY USE MALE OR �. W V)
2°No Ill 8" 3'x3"x1 B' — l7 VI
PSF No Ill No 8(0 FEMALE LOCK-SLAT
62 13V lsa^ 13 I ALTERNATE THRU BOLT I 1/4"MAX.FROM PIN
7z 124" n9" C5 CONNECTION TYPE Cl CONNECTION TYPE GUIDE TO BUSHING w '
CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR f -1 WASHER(TYP.1 m n
F 82 Il9" 172" NTS I SCHEDULE FOR MAX. SCHEDULE FOR MAX. II I wYi
d 92 114' 165• I SPACING .r I
102 110" 160^ LcvvJ 14x3/4"SMS @ 9"D.C. o m
ANGLE TO TUBE CONNECTION vF rn ¢m
120 104" 197' zz V c<O m
" 150ccn 2"x 2'
97' TABLE B 13l" ( ) EXISTING HOST EMBED. 6063-T6x.125•ALUM.TUBE rzoo 1 STRUCTURE 5 CONNECTION TYPE
88' 114' PRESSURE VS ALLOWABLE LENGTH m<¢J I
2"x2"xl�a' 3'x3'x1l/B' EDGE DISTANCE REFERENCE ANCHOR m p
PSF WITH 8/0 I WITH B/O SCHEDULE FOR MAX.
R SPACING
0 62 113" 166" .6
72 lOr Isr FASTENER @ 1e' O.C. Cb ALTERNATE BUILD OUT MOUNT SECTION 0 3
(USE ANY ANCHOR SHOWN 3
0
82 SOP 147" IN ANCHOR SCHEDULE). SCALE 3"-T-0" OF 'r ri
92 95• 139"
R 102 90' 132' F�1 0
b 120 8J' 122"
h
F I50 74" 109" w
K 200 64• 94' ¢ 1-w m
2"X 2"x
2 3/16 RIVET OR#12 SMS i .090"6063-T6 n MN.GLASS 13 j V=i w O
@ 1B"O.C. OR 1/4-2 17 ALUM,TUBE TYP. fr3 w EPARATION : Z x" �'_ @"
NUT&BOLT(TYP.). LF PER TABLE m
� 3/16"0 ALUM.POP o m a o a
ALUM. TUBE RIVET OR#12 SMS GLASS 2 X OZm < lb
6063-T6 ALLOY @ 18"O.C.(TYP.) L q DR DOOR E OIL I-
Q g�e5
.m SEE TABLE 0,FOR SIZE. 2"x 5"x 1/B" Gi v'A - gE
2 FASTENERS x CONTINUOUS
y EACH ANGLE ALUMINUM ANGLE v 5I &
,16 1"x 2"x,093"6063-T6
THREE 3/16"�ALUM. OPTIONAL ANGLE INSIDE 3
ALUM.ANGLE,TYP, -ORIENTATION TYP.
q o POP RIVETS OR 17 17 m E 'b �E
17 THREE H12�i SMS,TVP.
3 13 OR 2"x 2"x i/8" EO �REFERENCE¶ANCHOR�
S ALUM.ANGLE
USE MALE OR FEMALE SCHEDULE FOR MAX. z„ ,R Bg{e
SPACING O7P)RWff RwRLBUlPF00PE.
LOCK-SLAT EXISTING CONCRETE,
•I 13 13 BLOCK OR WOOD FRAMING 15-2339
��`"�'` ="moi SCALE:
6 TI
(OUTSIDE) EE NSIDI E SILL MOUNT ECT N PAGE DESCRIPON:
H12 x 1/2"GALVANIZED SCACE P'3"=1'-0"
CC4 TYPICAL CORNER CLOSURE DETAILS OR S.S.SMS,3/16"m ALUM.
POP RIVET,OR 1/4-20
NTS SIDE CLOSURE OPTIONS
s MACHINE BOLT&NUT SCALE,3"=V-0"
C @ 18"O.C.
� I
� I
i
I
' I '
i
i
C5 CONNECTION TYPE �NI�I rr�yr
ui REFERENCE ANCHOR EXISTING 'gip r
zo j SCHEDULE FOR MAX. STRUCTURE `7,¢,L7; r
Ix SPACING 5"MAX. •O Cl. ••
GLASS mow^ /4-20 MACHINE BOLT
¢ GLASS ClC1 CONNECTION TYPE
OR DOOR tw-u u} OR DOOR w w REFERENCE ANCHOR O W/NUT C.
12"O.C.OR
F-
ULA
F- w w» SCHEDULE FOR MAX. 19 #14 SMS @ 6"O.C.
13 =w Q T' MN 13 7=Ln ❑ SPACING T �m •�
ww 1/2•• (TYP.TOP&BOTTOM)
MN u)N N W GLASS N F-Z U M /2" ••' o $
1/4"-20 THRU BOLT W/ GLASS Q m q14 x 1/2"SMS 12"O.C. EPARATION Z-N Q a
Q•'
EPARATI 3f Q �° 21- w
LOCK NUT @ 12"O.C.OR w I.- i OR 3/16"H ALUM.POP PER Q°1 a L7 ~
12 x 1/2"SMS @ 12"O.C.E.S. PER L7 t~- RIVETS 6"O.C. OR 1/4"H TABLE 2 z-'O 0. w o BOR 66D / y�// •a O
OR 3/16"0 ALUM.POP TABLE 2 z @ Q N NIX C
w❑ ALUM.POP RIVETS @ 12"O.C. Q )U w
RIVETS @ 6"O,C. E.S. \ u N w
R 1/4'•m ALUM.POP RIVETS / MN.GLASS irnn
12"O.C.E.S. 1/4"MAX.IFROM PIN I ASSEMBO sEpggqTlON 13 F u r m z d
C°T / 1/4"MAX.FROM PIN w w o d
1/2"TYP. GUIDE TO BUSHING PER TABLE 2 F-w=❑`- -7 W°
09 AND OO GUIDE TO BUSHING WASHER(TYP.) ❑ o w w Z ry O 4 &l
ASSEMBLY WASHER)TYP.) m GLASS =I--z w
/ 1/2•' 1/2"TYP. EXISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR— N °m Q 3 °
d BLOCK OR WOOD FRAMING X z❑z r N� y
m EDGE REFERENCE ANCHOR Q o:Q w...
S / 4I CONNECTION TYPE DIS SPACING
SCHEDULE FOR MAX. E ° mLU
� / EDGE REFERENCE ANCHOR Q <
/ DIST. SCHEDULE FOR MAX.
SPACING AS SHOWN w
/ 3 CONNECTION TYPE IN DIAGRAM ON PG.9
t7 N !!]
R
REFERENCE ANCHOR + EXISTING CONCRETE, °w ❑SCHEDULEFOR MAX, BLOCK OR WOOD FRAMING 1/4"MAX.FROM PIN
SPACING.ALT.FASTENERLOCATION.FRONT AND C1 CONNECTION TYPE GUIDE TO BUSHING
BACK ANCHORS NOT REQ'D REFERENCE ANCHOR WASHER(TYP.)
1/4" FROM Og INSIDE MOUNT SECTION SCHEDULE FOR MAX. 19 w�
PIN GUIDE TO WITH THIS LOCATION SCALE:3"=1'-0" SPACING O z$
BUSHING WASHER A INSIDE MOUNT SECTION REFERENCE ANCHOR y� ❑n
(TYP.) O SCALE:3"-1'-0" f EXISTING CONCRETE, SPAC SCHEDULE FOR MAX.
'6 BLOCK OR WOOD FRAM) EMBED. O zm
// Ca BUILD OUT MOUNT SECTION u a
TYP. BOTTOM i I SCALE i 3"=1'-0"EXISTING CONCRETE, F 9a
BLOCK OR W000 FRAMING ❑
m 3s
NOTE.FOR OETAILs A, B,D AND E ON THIS SHEET, EDGE IST 4 CONNECTION TYPE STRUCTURE_ m
THE BASE TRACK MAY BE INSTALLED IN SECTIONS EMBED.
WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS i w REFERENCE ANCHOR �`" 5�CONNECTIANCHOR
A MINIMUM OF TWO SETS OF ANCHORS AND IS A m SCHEDULE FOR MAX. REFERENCE ANCHOR O o
S MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK W SPACING SCHEDULE FOR MAX.
USED WITH THE BASE TRACK MUST BE CONTINUOUS - "3 16 SPACING S
h OVER THE GAPS BETWEEN SECTIONS. 1/2" �J"RO
5 ix F.
w N
8 GLASS MN F ?? w ❑ � a ti
w OR DOOR GLASS 13 =W w ~w a a q '
w N12 x 1/2"SMS @ 12•' EPARATI ❑ Swj w w J a_ p
Ix w O.C.OR 3/16"H ALUM. PER v=i Z"m II t-'A M❑ Q
ww~J I ONQ f� 73 ~ Mww ww,±
S FLn=W� POP RIVETS@6"O.C. TABLE2 X ozl- GLASS OR MN GLA ==zu''
E .� N w OR 1/4"H ALUM.PDP Q o Q DOOR- NH❑'A m t�
$ MNGLASS 13 NFONm RIVETS 12 L uN PER TABLE 2 XW¢Zf
n
SEPARATION W_ Q Q u O Q H�
PER TABLE 2 x w¢Q~ OT AND OB w N
1/4-20 S.S.MACHINE <� 1/4"MAX.FROM PIN
SCREW L NUT @ IF ASSEMBLY 1/2" GUIDE TO BUSHING
12"O.C. W TYP. WASHER(TYP.) w F e 3
GLASS ❑ D 1/4"MAX.FROM PIN
OR DOOR 1/4"MAX.FROM PIN m w C3a
a GUIDE TD BUSHING e4 CONNECTION TYPE 1/2 4 GUIDE TO WASHER(TYP.)ING ��sfix
a g WASHER(TYP.) REFERENCE ANCHOR $
a 5 6, EXISTING CONCRETE, D S7E SCHEDULE FOR MAX. WPYWWFFNMLBFIEIOtDOPE
BLOCKOR WOOD EXISTING CONCRETE, SPACING AS SHOWN i.r-2ONNEC110N;�TYPE� 15-2339
FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR _
OR I BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALE:
x 3"x 1/4"CONT. 3 CONNECTION TYPE N12 x 1/2"SMS @ 12" SCHEDULE FOR MAX. SPACING PACE OESCRIPTIONI
063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"H ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE,
E LOCATION.FRONT AND 5
MAY BE REVERSED SCHEDULE FOR MAX. pOP RIVETS @ 6"O.C. BACK ANCHORS NOT REQ'D BLOCK OR WOOD FRAMING
qi S SHOWN DASHED) SPACING I OR 1/4"0 ALUM.POP WITH THIS LOCATION
RIVETS @ 12"O.C.
p WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION O W ALLµ/.BUILDOUT
P O SCALE.3"=1'-0•' I SCALE:3"=r-0" SEC TIONS ' /
c tSC'ACE:3"=T-0"
I I
I
I
i
1` IYI tNI DJ'rP.E.
MN CLASS
GLASS SEPARATION Zj \
OR DOOR PER TABLE 2 13 O Q
�w +
1 GLASS OR `J ! +'-
w
ox DOOR
fl.
d Z i GLASS OR MR GLASS *•;'
Z w d POOR SEPARATION • x
X N I ^ PER TABLE 2 'G7'.
d=a MK GLASS w w w oli
L t-w SEPARATION m wZ hPER TABLE 2VISN7 d
uIn I Now = FEAo
81
tIIU XE°j
Vino ' G 13 w In 13 X zow Q .cm$Z a
f 'o Z Ct CONNECTION TYPE awl o z Z g 3
u'4 REFERENCE ANCHOR f u
a = 1/4"MAX.FROM PIN GUIDE ! 28 d a SCHEDULE FOR MAX. u a W w n 3
TO BUSHING WASHER(TYP.)' SPACING dInIAN
3Ct^3
TWO 1/4"0 WOOD I .250" o W
LAG SCREWS @ 24^ I C4 CONNECTION TYPE J) 250' o
O.C.MAX.WITH 2" I REFERENCE ANCHOR 'I
THREADED PENETRATION I SCHEDULE FOR MAX. w ¢
g "T"INTO CENTER OF 2X STUDS E SPACING �w
5 EMB."T' 14 SMS @ MIDSPAN BETWEEN /
STUDS FOR TRACK TO 1"x 4" iI / EXISTING HOST STRUCTURE "s
PLYWOOD& TUBE CONNECTION I / r
STUCCO FINISH 1-x 4"x.125"
6063-T6 ALUM.TUBE III nN DECORATIVE FLOOR TRACK DETAIL �.�J WALL MOUNT SILL DETAIL
tiJSCALE,
N E
THIS DETAIL TO$E USED WHEN STUD SPACING I SCALE s 3"=T-0" SCALE+3"-1'-0" ( 4 FQ a
d EXCEEDS THE MAX.ALL..
ANCHOR SPACING.
OWALL MOUNT SECTION THIS DETAIL MAY o�
SCALE,3"=1'-0'• ALSO BE USED + zm:u a
AT TOP
JJJ
o g
a ACCORDION SHUTTER + w w ��""++►► v
PER PRODUCT APPROVAL F o —GLASS F- b
MN GLASS OR DOOR F I m
S w {{ISEPARATION 13 = EXISTING WOOD(0_0.42) a
In n PER TABLE 2 N n
APPLICABLE MT i z I Z TRUSS OR RAFTER
S
AND/OR BOTTOM X d X d. @ 24"MAX.O.C.
6 2"OR 3" + E w N EXISTING FINISH
MATERIALcl
1 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/8"6063-T6
$
1J2"MIN. 5 16 TO BUSHING WASHER(TYP.) ALUM.ANGLE W/THREE
5 2"X 3"x YC x CONTINUOUS OR 2.175" g 1/4"TILE(TYP.1 1/4"0 WOOD LAG w
4 2"x 2"x Yti'x CONTINUOUS _ 1" ( FINISH MATERIAL SCREWS WITH 2-3/4"
6061•T6 ALUMINUM ANGLE 3/4"PLYWODD MINIMUM THREADED
PENETR,"T"IN W000 C.
5 6 .a ,"
0.9"MIN.THICK 6061-T6 ALUM TRACK X h� --1/4"0 A325 GRAPE 7HRU BOLT @ 7"O.C. EACH RAFTER OF TRUSS, 0 5� +z �gg
FASTENED TO ANG C�WITH I/4-20 :� OR 5/16"6 A32S GRADE THRU BOLT @ 12"O.C. 24"O.C.MAX.WHERE g I
„ ANGLE FASTENED TO MACHINE SCREWS AT 3"FROM ENDS ] GALV.OR S.S. ANGLE EXTENDS BEYOND if 4 I
EXISTING 3 KSI CONCRETE -" AND 9"O.C.FOR THE BALANCE LAST TRUSS MORE THAN E q
HOST STRUCTURE WITH I 4 �.._ 1/4"0 ELCO ULTRACON TO CONCRETE/CMU 6". EXTEND ANGLE TO a03
"0 ELCO ULTRACONS AT EXISTING CONCRETE HOST 5"O.C.W/1-1/4"MIN.EMB. NEXT TRUSS.
3'FROM ENDS AND 4"O.C. 2-1/2"MIN. STRUCTURE(3000 PSI MIN) i OR 1/4"0 LAG SCREW @ 9"D.C.W/1-7/8"
FOR BALANCE WITH]✓�" MIN.EMB. IN W006 SG-0.42,TO 0.55, 93 N v=i=je
7
$ MiN EMBEDMENT AND,23z" MAX.DESIGN LOAD AT 5'-0"MAX SPAN: iEXiSTING CONCRETE, '!3 F Z u m
i MIN ECIGE DISTANCE, t 62 P.S.F. N w O N.q l'OPfEG11fIP.Vd(LBENUNIOPA
STAGGERED WITH 3"MIN. ,HOLLOW BLOCK OR
MAX.DESIGN LOAD AT 6'-0"MAX SPAN: 'WOOD FRAMING.SEE 2"x 5"x 1/H"CONT. d O< 15-2339
SPACING,TYP, t S2 P.S.F. IANCHOR S HEP. :,n ALUM.ANGLE(6063-T6) E y SCALE:
IDASEO ONTYPE OF
BUILDOUT MOUNT 'STRUCTURE 4 PAGEgESCRIPTIgNt
s NO SCALE NTS (MAX.DESIGN LOAD
Hb PASS THRU DETAIL TRUSS MOUNT SECTION °ti4
SCALE s 3"-1'-0" K SCALE:3"=1'-0"
S I
"
i
i
EXISTING HOST ALT.LEG DIRECTION nu1nWli oo,v.E.
STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN \ �77Gi
12•MIN FROM EDGE OF ACCORDION �i
EDGE OF SHUTTER, SHUTTER BLADES ROUND WINDOW EMBED 1N CONCRETE OR HOLLOW BLOCK,3"MINIMUM
ASSEMBLY 1/2" SPACING,AND 3'MINIMUM EDGE DISTANCE d '.AC.. .�
_ ,I AX (2)6063-T6 ALUMINUM
'ANGLES PER BEAM END,SIZE
TOP OR BOTTOM 7�
1/2" / PER SPAN TUBE SCHEDULE
EMBED. 1 SPAN TUBE PER *°
M - ACCESS HOLE DESIGN SCHEDULE ry°'O�;-. A RIF,- ,T�°
I, EDGE OF ACCORDION z z 1/4-20 MACHINE BOLT W/NUT @ 0 �g
3.5"MIN SHUTTER BLADES f a 12°O.0 OR#14 x 3/4"SMS 6"O.C. ���(C' W'19'
TYPICAL n' ' 7h
1/2"MAX,
n., I 1g{'�L X Sc .
3"MIN 3 16 m >u LL ulul
2.875"0 HOLE(TO RECEIVE EDGE z=¢ (,T n ¢ ('1<o
ROUND WINDOW ASSEMBLY) DISTANCE p MIN.GLASS 13 Z Z N m0$-E
MAXIMUM OF 3 WINDOWS EXISTING A SEPARATION w O 4X
PER EVERY OTHER BLADE GLASS OR o o W w
DOORIn
1
8
0uLIGHT-N-VIEW WINDOW 3"MIN
0 /2"MAX
N.T.S. EXTERIOR EIEV EDGE 1
DISTANCEO
a
5 6
u e
� c
O LO 3 16 1/A"MAX.FROM PIN GUIDE
QTO BUSHING WASHER(TYP. F�j
NACCESS 1/4-20 MACHINE BOLT W/NUT
2.6770 HOLE TO @
1/2' HOLE 12"0 OR#14 x 3/4"SMS 6"O.C.
N ^Y
-
RECEIVE ROUND SPAN TUBE PER w�+
5
d j II WINDOW ASSEMBLY EMBED, .;I DESIGN SCHEDULE
1/2" (2)6063-T6 ALUMINUM a
-TT1AX. ANGLES PER BEAM END,SIZE �.1`A mB p m
1 I�i7cn
'3 PER SPAN TUBE SCHEDULE
EXISTING
HOST 1/4'0 THRU BOLTS SEE BEAM O zm <
STRUCTURE SCHEDULE FOR REQUIRED NUMBERS W
a 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN m w
L EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM
0,125" -(}-0,125" SPACING,AND 3"MINIMUM EDGE DISTANCE
0032" 0.032
m III MAX.DESIGN LOAD=f 72 PSF o g
0.196" N
3 SPAN TUBE SECTION T
R / B .N.T.S. VERT SECTION o
7 S
SPAN TUBE SCHEDULE
- ALLOWABLE TUBENUMBER OF NUMBER OF MINIMUM ANGLE
Z J ROUND TUBE SHUTTER ANCHORS PER LENGTH
SPAN THRU-BOLTS ANGLE
l WINDOW SIZE SPAN
/ ^ -- T _ BOT-TOTOP BOT04 TOOOTTO_ TOPIOTTOM OPASSEMBLY TUBE TUBE TUOPE TUBE TUBE
TUBE TUBE TUBE o a0(i3p
°1 80' 123.8' 135.2" 2 2 2
25(5 3 4' 7" p6
w 'k 96" ..101.7' 108.9" 2 2 3 _ 3__7_ -7
..123.8'
E 0.125" 5
/ 123' 09.9' 94.4" 2 2 3 3 7- T' f9
2"x6'k 60' 129.1' _157.0' 2 _2 2 __3 4' 7" 2im
96" 174.8' 124.1" 2 2 3 3 7- T'0125' 123" 102 B' 109.6" 2 2 4 4 10' 10"80" 138.0' 106.9" 2 2 3 3 7" 7" 502.875" 03.250" 1-T 0.188" ' 012596' t22.7' 1557" 2 2 3 4 7' 70"8 I 123" 115.4' 137.6" 2 3 4 5 10" 13"60" 158.1' 240.0- 2 2 3 4 7- _10-98" 1406' 219.9' 2 3 4 6 10' 18'o.eis .See
�1 LIGHT-N-VIEW WINDOW i 123" ,322 203.1" 3 4 5 7 - 13" 19"
L7 \ CCPiNG10RWIXLBfHW WFE
N.T.S. SABIC PLASTICS SLX1431T-UL-94HB SPAN TUBE SCHEDULE NOTES:
1, x3 xl 4 'x x 4"ANGLES FOR 2"x5'&2"x6"BEAMS. 15-2339
2. USE 2"x5"x1/4"ANGLES FOR 2"x8"&2"x10"BEAMS, scare:
5 - 3, USE BEAM SCHEDULE FOR DETAIL 3/8. pane OescRlpTION:
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.
R 2 , BLADE W/ ROUND WINDOW 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND
BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, °�9
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.'
6. LAP BEAMS ARE NOT ALLOWED. V J
7, ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. VQ
i
, i
i
ANCHOR SCHEDULE: CONCRETE �� MK.. NgnnP���E.
2.5"MIN EDGE DISTANCE
LOAD 50a71S:U0T016"0".->s.S SOansUOiT078�3" Spans Up To 12'-0" ' i /',3
O ANCHOR (P9Q CONN TYPE --CONNTYPE•� CONN TYPE 11�F _
x Cl C3C3 I C4 11CS, Cl I C2 I C7 lt6iltM Cl I C2 I C3 I C4 C5
1/9 ITW A 6 16 01.160'15.0"16.0'16 0. 16.0"16.0" 9.0"Moi 36'0.1
ULTRACON WITH 1- 4� 53 i6.0-
16-0'10.5"14.5"16.0 16.0"12.0" 7.0" IO 5 I6 0"15.0"
1 EMBED)(3'192psI!MIN.CONC) 62 16 0 16,0" 8.5" 12.5"
16.0-1 L6.0- 9_5" 5.51' 8.51, 15.0'•15.0" 7.5•' 4.5•'1 7.5" 10.5"
„- 70 16.0"13.0" 7.0" 11.0"I6A"15.5" 8.0" 5.0" 7.5" 71.5"15.0" 7.5"1 4.5"1 7.5" 10.5" i
n,
. , " " " \--@/(I COMBINATION OVA.
100 15.0" 7.5• 4.5" 7.5" 10,5'15.0" 75•7 4.5" 75" 10.5" 75 4S" 7.5" -10.5 2 x 5 T P.
416.0"10" 60 1 .- 9.0" 13.5"16.0"16.0" 8.5" 5.5" 9.0" 13.5"IUM MILLFAST 3 9 0 COMBINATION
MIN CONCRETE)
WITH 1-3/4'EMBED(3275Ps1 53 I6.0"16.0"Liz'150"160"16.0"11.o- 10.5 16.0 13,5
62 160 150 8.5 1J.0" 16,0"16.0" 707.59_5 �A IW�ME:
`
SU
" ." ." ." 7.0 7.5 95" O
70 16.0"12.0" 7,0" 11.0"16.0"14.0" 7.0" 4.5" 8.0" 10.5"13.5" 7.0" 4.5" 7.5" 9.5" LJ a W U
100 17.5" 7.0" 4.5" 7.5" 9.5"'13.5" 7.0" 14.5" 7.5" 9.5" 13.5' 7.0" 4,5" 7.5" 9.5" Z"
tm$W o
1/A"F.I.CO CRETEFLEX 554 43 16.0"16.0"16.0"16.0"16.0".16.0"16.0"13,5"16.0"16.0"16.0"72.5" 8.0" 13.0"16.0" 1 x S TYP.1 2 x S ITYP.I N O
]Vl 2"EMBED(3350ps1 FIN! 53 16.0"16.0"36.0"16,0"16.0"16.0"16.0"110.0"15.5"16.0"16.0"10.0" 6.5" 11.0"14.0" W W 3 w
CANC) 62 16.0"16.0"12.5"16_0"16.0 16.0'•12.5'18.0" 13.0"16.0'16.0"10.0'• 6.5•' 11.0"14.0" 3 m
nxi70 16.0"16.0"10.5'16.0•'16.0'I6.G-10.5"17.0" 11.5"15.0"
❑W
100 16.0"10.0"6.5" 11.0"14.0•'16.0"10.0"16.5" 11.0"14,0"16.0"10.0" 6.5" 11.0"14.0" W
LL1 i^MIN EDGE DiSrgrvcE NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING.
ci C2 C3 C4 C5 cl c2 C3 c4 cs C1 c2 C3 c4 C5 a
1/4"ITW TAPCON OR ELCO 43 16.0"16.0" 7.5" 8.0'• 16.0"16.0"16.0"Is.o" 5.5" 16.0'•16.01• 9.0•• 3.0" 4.0• 14.0" SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE:
ULTRACON WITH 1-3/4" 53 16.0"16.0" 5.5" 6.5•' 16.0"16.0•'12.0" 4.5" 16.0 14.5" 7.57 10.0" - C2 CONNECTION TYPE USING PIECE QO WITH OUTSIDE I:
EMBED(3192ps1 MIN CONC) 62 16.0"15.5" 4_5" 5.5" 16.0"16.0•' 9.0" 4.0" 14.5"14.5•' 7.5" 10.0" ANCHORS ONLY n
--- - 6 - - C4 CONNECTION TYPE USING PIECE QB WITH p
70 Sfi.O"12:5" 4.0" 5.0" 16:0"I5.0" 7.5" 11.0"14.5" 7.5" �10.0" OUTSIDE ANCHORS ONLY
100 ��,To
-14.5" 7.5".� .0"14.5" 7.5_ /ID.O"14.5" 7.5"
1/4"FfILLEN[UM MILLFAST 43 16.0"160"11.0"13.5"16.0"16_0"33_0"16.5" 9.5" 16.0"13.0" 7.0" 4.0" 6.5" 10.5" y
WITH 1-3/4'EMBED(3275psi 53 76,0"L6.0" 8.0" 11_0"16.0"16.0" 9.0' I5.0" 7.5" 16.0"t0.5" 5.5" S.S' 7.5" ANCHOR NOTES: W 3
d MIN CONCRETE) 62 16.0"11.5" 6.0" 9.0" I6.0"17.5" 7.0" �4.0" 6.5" I1.0"10.5" 5.5" 5.5'• 7.5"
70 I6.0" 9.5" 5.5'• 8.0" 16.0"11.5" 5.5" 5.51• 8.5" t0.5" 5.5"/5.5" 7.5'• 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING h>•r fib_J'
100 10.5•' 5.5" S.S' 7.5'• 10.5" 5.5" 5.5" 7.5" 10.5" 5.5••/5.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE
LIMITED TO THOSE SHOWN IN TABLE1(Pg 1). O v
G Z 1/-0"ALL-POINTS SOLID-SET 1.1/4'MEN EDGE DISTANCE yp
3
U ANCHOR W/7/8'EMBED& Cl C2 C3 C4 CS Cl C2 ,C3 C4 CS CS C2 C3 C4 CS 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL,
ANCHOR TYPE ANU EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR u
n 1/4-20 SS MACHINE SCREW 43 16.0"16,0" 8.5" 10:5"16,0"16.0"12.0"15.5"_ 7.5" 16.0"11.5" 6.5" 3.0" 5.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER
(3000psi MIN CONC) 53 16.0"15.0" 6.5" 8.0" 16.0"16.0" 8.5" ;4_0•' 6.0" 15.5"10.0" 5.0"JJ� 4.0" 7.0" THAN OR EQUAL TO SHUTTER SPAN. E
RG 62 16.0"11.0 5.0•' 7 0" 16.0"12.5" 6.5" 17.5" 5.0" 10.0"10.0" S.0•'% 4.0" 7.0'•
3 3. SEE 140UNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE.
o •� 70 16.0 9.0 4.5" 6:0" 16.0"10.5" 5.5" 13.0" M1.0" 8.0" I0.0" 5.0"/4.0" 7.0" 3 g
m 100 10.0" 5.0•• 4:0" 7.0" 10.0•' 5.0" q.0" 7.0 10.0" 5.0" M1.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE g
114" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER a v
pp ANC ALL-POINTS SOLI-D& 3"MIN EDGE DISTANCE _ ANCHOR TYPE ASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE
ANCHOR W/7/e"EMBED f4 Cl C2 C3 C4 CS Cl C2 C3 Cq CS CI C2 C7 C9 C5 CONNECTION TYyr
PE,SEE CONNECTION DETAILS FOR IDENTIFICATION OF
)/4-205S MACHINE SCREW 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.5"16.0"16_0"16.0"11.0" 7.0" 11.0"16.0" o 0
B (3000ps1 MIN CONC) 53 16.0"16.0"13.5"16.0"16.01,16.0 14,0"'8.5" 13.5•'16.0"16.0" 8.5" 5.5" 9.5" 11.0" S. ALL CONCRETE ANCHORS SHALL OE INSTALLED TO NON-CRACKED CONCRETE ("� Z_
h 62 16,0"36.0"10.5"16,0"16.0"16.0"11.0" 7.0" 11.0"16,0"16.0" 8.5•' 5.5" 9.5" 12.0•' ONLY. ` -1
F •� 70 16.0" 8.5" 9.5"9.0" 14.0"16.0"16.0" 9.0" 16.0" 10.0"13.0"16.0" 8,5" 5.5" 9.5" 12.0"
100 16.0•• 6.5" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
u^- 5.5" 12.0^16.0" 8.5•• " 9.5" 12.0"16.0" 8,5" 5.5'• 9.5" 17. 'RECOMMENDATIONS.EMBEDMENT
1/4"POWERS SS DROP-IN 2.5/8"MIN EDGE DISTANCE __ __ LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
W/1/4-20 SS BOLT AND Cl C2 C3 C4 C5 Cl M
C4 CS CI C2 C3 C4 C5 FINISHES.
5' 1"EMBED(3000psi MEN M1J 16.0"16.0"14.0•' 16.0"1.6.0"16.0" 2.5"16.0"14.0" 7.5" 5.0"
7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS
CONC) -.-. __..._...- _.-_ QS53 16_0•'16.0" 9.5" 1M1.0"16.0"16.0" 0.0"16.0"11.5" 6.0" -0.0" 70" 80" VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADE UATE WOOD FRAMING16.0"12.5" 7.5' 12.0"16.0"14.5" 8.5" 11.5"11.5" 6.0" 4.0" 7.0" 8.0'• MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD I ACCEPTABLE ONLY FOR m• SIDE CLOSURE PIECES.70 16.0"10.0" 6.5" 10,5"16.0"12.0" 7.5" 9.0" 11.5_' 6.0" 4.0" 7.0•' 8.0"_. .- _1.5" 6.0' 4.0" 7.0" 8.0" 131/2N7.0" 8.0" 11,5" 6.0" 4.0" 7.0•• 8.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER
EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN. WOOD STUD.3/4^ a
m I/4"POWERS SS DROP-IN -__._. ._.. .. . .-. ..._ EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING. JG SCREWS SHALL m x x
m W/1/4-20 55 BOLT AND CS C2 c3 C4 CS Cl c2 C3 c4 CS Cl C2 C3 c4 CS HAVE PHILLIPS PAN HEAD OR�1EX HEAD. sq
m I'EMBED(3000ps1 MIN 43 416.0"16.OV"15.0"16.0"160"160"114.5"19.0" 13.5"16.0"15.0" ],5" 5,0" 9,0" 12.0" 9. MACHINE SCREWS SHALL HAVE MIHEAD. OF 1/7."ENGAGEMENT OF THREADS INilCONC) 53 . . . 16.0 1 10.5"16.0 12.0" 6.0" 4.0" 7.5" 8.5" BASE ANCHOR AND MAY HAVE EITfiER A PAN HEAD,TRUSS HEAD,OR WAFER62 B.0" L2.5'•16.0"150" 8.0" 5.0" 9.0" 12.0"12.0" 6.0" 4.0" 7.5" 8.5" HEAD(SIDEWALK BOLT),U.O.N.70 7.0" 11.0"16.0"12.5" 6.5" I4.5"&W- 0,0" 9.5" 12.0" 6,0' 4.0" 7.5•' 8.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
is 100 12.0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 14.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" " $}�
S012 2'FEIN EDGE DISTANCE * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW,
ARMORW/2"EYEWALL CI C2 C3 C4 C5 CS C2 C3 C4 CS Cl C2 C3 04 CS NUT OR WASHER WINGNUT. COPfItIGHfF0.4d(LBFN1UA00 P.E
ARtdOR INSERT W/2"EMBED�62
11.0"16.0 16.0"11.5"M,4.0" 6.0"
16.0"16.0'• 9.0" 4.5" 6.5" 13.5"
_ (2000ps1 MIN CONC) 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE.
.0"16.0"11.5"14.0"16,0"16.0"16,0"
16.0"14 D" 7.D^ 3s' ss^loo^ 15-2339
16.0"15.0" 7.0" 9.5" 16.0"16.0 9.0" 14.0"14.0" 7A•' 3.5" 5.5" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO 70 16.0"12.0" 6.0" 0.0" 16,0" 14.5" 7.5" 10.5"14.0" 7.0" 3.5" 5.5" t0.0" DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS 0E USED TO INSTALL pgGE DESCRIPTION:
CONCRETE SCREWS TO HOLLOW BLOCK
100 14.0" 7.0" 3.5" 5.5" 10.0" 14.0"I 7.0" 3.5" 5.5" 10.0•'14.0•' 7.0" 3.5" 5.5" 10.0•' -
Al2 SMS W/2.75"EYEWALL 43 16.0"16.0"16.0"16.0"16.0" 16.0" 16.0"10.0"14.0" 16.0"16.0"11.5" 6.0" 9.5" 16,0" cr
ARMOR INSERT W/2.5" 53 16.0•'16.0•'12.0"16.0"16.0"16.0"15.0" 7.5" I1.0"16.0"16.0" 9.0" 5.0" 13.0"
EMBED(2000ps1 MIN COIJC) _62 16_0"16.0" 9_5" 1J.5"16.0"16.0",11.5" 6.5" 9.5" 16.0•'16.0" 9.0" 5.0" 8.0"
iL
70 16.0"16.0" 8.0" 11.5"16.0"16.0" 9.5" 5.5" B.5" 19.0"16.0" V.5.0" 8.0" 13.0" O
100 16.0" 9.0" 5.0" 8.0" 16.0" 9.0" 5.0" 8.0" 13.0"16.0" 9.0" 5.0•• 8.0" 13.0"
i
on�£cN1�rrrr
ANCHOR SCHEDULE: CONCRETE ((CONT.)
2-3116"MIN EDGE DISTANCE 3-Ij8"MIN EDGE DISTANCE
•1+'r1` t'.?
-0" Spans 70 Spans
Spans Up To 6'•0" Spens Up To 8'-3" Spans UD To 32' 6'•p" To 8'•3" Spans Up To 72'-0"
G❑ LOAD CONN TYPE CONN TYPE CONN TYPE CONNN TYPE CONNN TYPE CONN TYPE ' I
s ANCHOR (ps0 1.. C2 C3 1i C4 CS C1 C2 C3 C4 CS CS C2 C3 C4 CS C1 C2 C3 C4 CS CS C2 C3 C4 CS C1 C2 C3 C4 C5
43 16.0 16.0"16..16.0"16.p"16.0"16.0"12.0"16.0"16.0"16.0"11.D"1 7.0" 12.0"16.0"16.0"16.0"1bA"16.0"16.0"16.0"16.0"12.5" 16.0"16.0" 7.5" 72.0"76.0" z +
S(36'ITW TAPCONED(28 XL WITH A ���"
1-314"EMBED(2899psf MtN S3 16.0"'16.01'14.tl"16,0"16.0"l�i.p"14.5" 4.0" 14.0"16.0"16.0" 9A" 6.0" 10.0"12.5'16.0"16.0"14.5"26.0"16.0" 16.0"iS.O" 9.0" 1A.5 16.0" 16.0" 9.S" 6.0" 10.5'"13_0"
CONC) 62 16.0"16.0"11.5"16.0" 16.0"16.0"11.5" 7.5" 12.0"16.0"16.0" 9.0" 6.0" 10.0"12.5"16.0"16.0"11.5"56.0"16.0"16.0"11,5" 7.5" 12.0"S6.o"16.0" 9.5" 6.0" 10.5"13.0" $
6,�... 70 16.0"15.5" 9.5" i5A"16.0"1b.0" 9.5" 6.0" 10.5"13.5 16.0" 9.0" 6.0" 10.0'4 1Z.S"16.0"I6.0"30.0"15.0"16.0"16.0"10,0" 6.5" 10.5"14.0"'16.0" 9.S' G.0" 10.5"13,0"
100 16.0" 9.0" 6.0" 10.0"12.5"16.0" 9,0" 6.q" 10.0"12.5"16.0" 9.0" 6.0" 10.0"12.5"16.0" 9.5" 6.0" 10.5"13.0"16.0" 9.5" 6.q"_10.5"13;0_'16.0" 9.5" 6.0" 10.5"13.0" r7 '1tytY J
5116'ELCO ULTRACON WITH 43 26.0"L6.0"t6.0"16.0"F6.0"16.0"16A"13.5"1G.0"16.0"16.6"12A" 8.6" 13.5"I6A"56.0 16.0"16.0"16.0"26.0"I6.0"76.0"iS.O"26.0"i6A"16.0"13.0" 9.0" 15:0"I6.0" �j•ay itJ1.�1 0.g
1-3/4"EMBED(3500ps1 MIN 53 16.0"16.0"16.0"16.0•'16.0"16.0"15.5'10.0"16.0"16.0"16.0" 9.5" 6.5" 11.5"13.5"16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.0"16.0"16.0"16.0"10.5" 7.5'• 12.5"15.D" L j�j LL w a
CONC) 62 F6.0"16.0"F2.5"16.0"14.0"14.0"12.0" 8,0" 14.0"26.0"16.0" 4.5" 6.5" 11.5"S3.S'ifi.0"16.0"14.0"16.0"16,0"16.0"13.5" 9.0" l5.0"16A"f6-0"10.5" 7.5" 12.5"15.0"
u .._ _.._.__. __._.. _-_.._ ».__.. o "
z 70 16.0"16,0"10,5"i6.d"16.0"16.0"10.0" 7.0" 12.0"14.5"16.0" 9.5" 6.5" 11.5"13.5"16.0"16.0"11,5"16A"16.p"16.0"11.0" 7.5" 11.0"16.0"16.0"10.5" 7.5" 12.5"15.0" $to e W°a
1/4"304 55 POWERS TAPPER 1.5"13.5"16.0" 9.5" 6,5" 1 t.5"13.5"16.0" 9.S" 6.5" 11.5"13.5"16.0"10.5" TS" 22.5"IS.O"16.0"10,5" T.S" 12.5"iS_0'Ib.Q"10.5 7.5" 12.5"15.6"
u iD0 26.0" 4S" 6.5" i 1.1/2'MIN EDGE DISTANCE - 3"MIN EDGE DISTANCE _- _ __ __ _ __ 3 W
1W f-114"EMBED(3000ps1 Ci C2 C3 .C4 CS CS CZ C3 C4 CS CF C2 C3 C4 CS CS C2 C3 C4 CS Ci C2 C3 C4 CS CF C2 C3 C4 C5
MIN CONC) 43 16.0"14.5" 6.5" B.5" 16,0"12.5" 7.0" 4.0" 6.0" 12.5" 7.0" 3.5" 4.0" 5.5" 16.0"16.0"13.5"16.0"i6.q"16.q"14.0" B.0" _12.0"IG.O"14.5-' 7.5" 4.5" 8,0" 11J,85
5" o W i
53 14.0" 8.5" 4.5" 6.5" F4.0" 9.0" 4,S" 3.0" 4,5" 9.D" 6.0" 3.0" 3.0" 4.0" 16.0 16.0" 9.5 13.5"I6.0"16.0" 9.5" 6.0" 9.5" 26.0"F2.0" 6.0" 4.01' 6.5"'62 SZS" 6.5" 7.5" 5.5" 12.0" 7.0" 3,S" 4.0" 6.0" 6.0" 3.0" 3.0" 4.0" 16.0"13.p" 7.S" 11.0"16.0"14.5" 7.5'_ 5.0" 6.0"12.0"12.0" 6,0" 4.0" 6.5"8 70 9.5" 5.0" 3.0" 5.0" 10.0" G.0" 3.0" 3.S" 4.5 6.0" 3.0 3.0" 4.0" 16.0"10.5" 6,5" 10.0"Sfi.O"12.5" 6.5" 4.D" 70" 90" l2.0' 6.0' 4.0 6.5 L00 6.0" 3,0" 3,0'" 4.0" GO' 3.0" 3.0" 4.0" 6.0" 3.0" 3.0 4.0 220 6.0 4.0'_6.5" 8S" 12.0" 6.0" 4.0" G.5B.5f2.06.04.06.5
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
g 1 1"MIN EDGE DISTANCE 2.1J2"MIN EDGE DISTANCE W
S6' S.T.
.._
Spans Up To -0" ! Spans Up To B3'- Spans Up To 12'-0". Spans UD To 6'•0" Spans Up To 8'-3" Spans Up To 12'-0"
G G LOAD CONN TYPE ` CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE h
d i ANCHOR (pd) C1 C2 C3 C4 CS C1 C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 I C4 C5 CI I C2 I C3 I C4 CS C1 CZ C3 C4 CS N G
14'ITW TAPCON WITH 43 8.5" 7.0" GO"" 3.5 S.0" 6.5' II.S"' 8,5" 4.5" 4. SS" " 3.0" 4.0"
1 3, 6.0" 4
1 35" 50" 95" 6A" 30
g
62 5.5" 3.6" 6A" 3:5" 8.0" 4.0" 4.5" 8.0"
70 4.5" S.0" 3:0" 6.5 3.5 3.5" 6.5" 4.0" 3.0" 4.0" o
100 4.0"
1/4"ELCO ULTR.AGON WITH 43 13.0"10.5" 6,5" 13.0" 9l0" 9.0 13.0"10.5" 4.5" 6.0" 13.0" 9.0" 5,0" 1.0" 4.0" 9.0" 5.0" 4.0"
1-i(4"EMBED 53 10.5" 6.S" I0.5" 6:S' 6.5 1D.5 63" 3.5" 5.0" 10.5" 6.5"p 3.5" 3.5 6.S' 4.0" 3.0"
g
- a
+ 62 8.5" 9.0'• BJS" 4.5_' 4.0" 9.o" 5.0"� 4.0" 4.0" 3.0" o
a 70 7.0" 7.5'• 7_0" 3,5 3.5" 7.5" 4.5" 3.0" 4.0" 3_0" az
3.0" b.p"i 3.0" 4.0" 3.0"
0 21
1/4"MIILLENIUM 14ILLFAST 43 32.5"10.5" 4.0" 5.0" 12.5 9:0" 5.0" 9.D" 5.0'• 4,0" 13.5"11.5' S.5" ZS" 33;5"10.0' S.S" 5.0'• 10.0" 5.5'• 9.5" o
m ANCHOR W/1-i/4"EMBED 53 10_0" 6.0" 4.0" SO.q" 6[5"f 6.0 4.0 11.0 6.5" 4.0" 5.5" 11.0" 7.D"
{ru 62 B.0" 4.5" 8.5' Sid" 4.0" 4.0" 9.0" 5.0•' 5.0" 9.5" S.S' 4S" 4.5"
z 70 6.5" 7.0 -410" 4.0 7.5" 4.0" 4.0" 8,0" 4.5'_ 4.5'
�Fn z 100 4.0" 410 4.0"
0
2' (N EDGE Dt NC
-t 4"M[N EDGE DISTANCE
M
U ! /
a p1/4'ALL-POINTS SOLID-SET ClC2 C3 .C4 CS C1 C2 C3 C4 CS Cl C2 Cl C4 CS C1 C2- C3 C4 C5 C1 C2 C3 G4 CS C1 C2 C3 C4 CS
ANCHOR W/7/8"EMBED& e
114 SS MACHINE SCREW 43 15.8"L3.0" 6.0" 7.5.0"1fA" 6A" 3.0" 4.0" 11.0" 4.D" 3.0" 5.6" e.S" 10.6"i6A" 7;0" SS.O" 11.0" 55" 4.5" 8.5"
" = 53 12.5" 7.5" 3.S" 4.5" 12.5" 8'A" 4.0mm 3.5" 8.0" 5.0" 3.5" 16.0"_13.0" 6.0" _8.0" _16.0"14.0_' 7.11.14.0" 5.5" 13.5" 9.0" 4.5" 4.0" 6.5"
62 10.0" 5.5"_j 4.0" 10.5" 6:5" 3.q" S•p" 5.0'• 3,5 16.0 9.5 5,0 6.5" 16.0 12.0 S.5" 3.0" 4.5" 9.0" 4.0" 4.5"
IOU 70 8.5" 4.5" 4.0" 5.0'• 3.5" 14.5" 8.0"14.0"16.0" 15,5" 9.5" 4.5"f 4.0" 7.0 9.0 4.5_ 4.0 6_5" `� , e
__.
100 5.0" 3.S' 510" 3.5" 5.0" 3.5 9.0" 4 5" 4.0 6.5'
e 3"MIN EDGE DISTANCE 4'MHN_EDGE DISTANCE
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