HomeMy WebLinkAboutProduct Approval p; Wgtj
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Professidn'a Qs 'USER uct
Public User
Approval
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>Prl, ; or 4cq'ira',:+_-gar,t.> ^r_I_rc.pt n St>Application.Detail
� 17
FL# FL13757-R5 �y�—+• i% E�
Application Type Revision
Code Version 2014IP3
�
Application Status Approved •d l`J
PEFievil 'MING
Comments
St. Lucie County, I;=!-
Archived !-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 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 Shutters
Subcategory Accordion
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 Frank L.Bennardo,P.E.
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.
Validation Checklist-Hardcopy Received
-.
Certificate of Independence =_137,;.%._moi_ .:i_ :v__!_,t?r_
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
r
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
- -'aur E
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# i Model,Number or Name i Description
13757.1 !6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ:YesR5 Is_ :rc I__E,
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 I i=i..l''s7;7 P.S r:- Ii LDdi
span/pressure combinations and additional limitations of i Created by Independent Third Party:Yes
use.
13757.2 ---F6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13757_.P.S II D:g 2.od`
Approved for use outside HVHZ:Yes j 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 F€_13)'57 Rv A` c_;,,l 2nd[
span/pressure combinations and additional limitations of Created by Independent Third Party: Yes
use.
I
13757.3 i 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 Ft_ 'i?7, Pr U D ,g 3.ydi€'
Approved for use outside HVHZ:Yes Verified By: Frank 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, ;. 757 R A'-.* 3._if
anchorage,etc. I Created by Independent Third 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 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:
t CE
6 .8 STREAMLINE SHUTTER W6 .
GENERALNOTEs: FOR USE WITHIN AND OUTSIDE THE HVHZ1. 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 '
INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM UNLIMITED WIDTH i -O A o
MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. �n^ �F
SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION �:��C'
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE 'q�
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE TOP TRAN-1 1�
REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE 7A 7
PRESSURE CAPACITY IDA ING CODE SHALL BE LESS VALUES LISTED HEREIN AN OR FOR ANY ASSEMBLY UAL TO EPOSITIVE AS SHOWN R NEGATIVE DESIGN ;v�w$a
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E3886/E1996/E330.
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 s ��o °vq
SAFETY FACTOR. fl qq
5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND P�VIEW
9 m 3 d�
ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL
CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. In 3
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND o w a
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. o p
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE w= <
g DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR
WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 t vu
SHALL BE USED. 5
S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC N G
SITE.
9. THESE INSTALLATION INSTRUCTIONS 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 OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER O Q TM w
61G15-23 R THE FLORIDA ADMINISTRATIVE CODE, Kw
��
$ 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED 8Y THE CONTRACTOR PROVIDED THE
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR �
{ VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM c p m
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. o 3
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL ® IIN O?m
DOCUMENTS. HURRICANE PROTECTION Z
12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING. BOTTOM c u¢
OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED,DATED AND TRACK E
e SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE
DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRAFTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE c 3 7
13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS ; 5 c S
m INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION "
FORT LAUDERDALE FL
MISSILE LEVEL D-ASTM E1886,E1996&E330 1 SHUTTER ELEVATION
TAS 201,202&203
5 FLORIDA BUILDING CODE APPROVED 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
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"
05052
P ALUM.ALLOY. NON-HVHZ ESSENTIAL
HVHZ FACILITIES
E
16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR
BOX LOCK AT CENTER OR SIDE CLOSURE. "
17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 9
18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTERS
19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 13
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. <_30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE
9 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE o 9
22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 72" 2-1/4" 1-510" 2-3/8" _ 1-5l8"
23, SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. c
99" 3-112" 1-7/8" 3-5/8" 1-7/8"
TABLE 1: tzo" 4-va" z" 4-1/4" z" d 9 w II_I
TABLE 1 NOTES: ��y}
ACCORDION SHUTTER 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-718" 2" 5" 2" ju I @ ISI
SHUTTER SPAN SCHEDULE"ABOVE ARE TABLE 2 NOTES: IN ,g
MAXIMUM ALLOWABLE DESIGN PRESSURES
SPAN SCHEDULE 1. HVHZ:DEFINED N MIAMI-DADS COUNTY AND R THAN M COUNTY FLORIDA. C0FfRDxDwraLBlvw�OPZ
AT EACH RESPECTIVE SHUTTER SPAN. 7.. NOW-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADS COUNTY AND BRO\YARD COUNTY
POSITIVE NEGATIVE 2• LINEAR INTERPOLATION BETWEEN SHUTTER FEMUDT- 15_2339
SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND SCALE:
BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A
SPAN PRESSURE PRESSURE PADS DESCRIPTION:
s" DESIGN PRESSURES FOR THF.NEXT HIGHER MINIMUM SPAN OF ZONES
LEAST THROUGH
PSF PSF SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH A 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"WIZEN>30'
a�ggg ABOVE GRADE.
i� 99" 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE
120" 5353 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEM HIGHER SPAN SHALL BE USED.
n 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH AST14
144" 43 40 E1996-09.
EPNJy�1 EENNA0.D0•P.E. '
2.874" PROJECTION'MARRIES ` ````L�p HYE.Cp•(17N7�i/°%'''','
0.115' � •' '
T
a.oeB^ 0.
T o 0.062" 0.450" = '
0.125" 1.830 0.062"
0 1.708" 0.100"
'^ 1.708" 0.100" ^� z
ry -1- �_ 0.080" 0.063" U
0.195" 0.096" Z 0.195" 0.060" o �_ 2.820"
--tr- 1- 0.070" 0.060" N
T 0.125" '1' 0.630" 0.630" 0.062" 1.993" 1.908"� �'��•. z
a
0.630" 0.062" 0.630" 0.062' ti --L 0.143" 0.096"
s'
-J-;' -1-" .069"'� 0.971° 1. 70"•-4 '0.971"� O.IM13" ry
0.200.. 0 60" O.OG ti 0.630" >-�
0.062" I 0.062" 0.200" 0.630"
�-1.069" 1.069" 0.06 0.062" Fp <61� '
IJ Yca§1Z¢$
0.200" 0.062"�0" Z ^�
5.745"MAX. SUPPORT LEG OPTIONAL }-1.069"-� 0,06Y, �-1.069"-� W .moi w v
6.745"MAX.
OWALL O BUILD OUT WALL O3 STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL w°
SCALE:HALF SIZE SCALE:HALF SIZE SCALEi HALF S1ZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE •+
a
WHERE SHOWN,SCREW BOSSES
&FELT GROVES ARE OPTIONAL +I�i
m ON ALL EXTRUSIONS
0.874"}-
.vmFgd ``yo 0.78F1" .-N1•- oN 0.1O05" n E - ry -I--I _2I.65_5" 0i.875"
2.195"
2.195" 1.2NI30"r- 05" 0.060"
1.229'
0.700 �
O
M
O pm
2.655' T i m 4.84"2.362
1.069" 8.105" E 56A U
.831" 0 Y1O69-
-1.069- 0.105" 0.075"
0.105• 0.075"
10" 14.5 0.994"1
SS OFNOTE:TESTED THICKNE
4.510" � 3.506° iBARE METAL W/0 PAINT IS 0.039" $�og
Saaaofff
v
� O7 SILL Og SILL ADAPTER O EXTENDED SILL 10 EXTENDED SILL ADAPTOR 11 ADJUSTABLE SILL BOTTOM13 6.8 STREAMLINE SLAT/BLAD
SCALE:HALF SIZE
B SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 5
F
F
d
0,477" - 55 2 5!�>3 °aqy�
0.143"�r 0.080" }---1.570" .U6 0 510'0.070" t
0.590" 0.341" .06 4
0.143" x,0.245" 44-9-4
- -
1.708 0.143" 0.096" 0.060'•
z
4.753" b 0.115" ®0.080" 0.117" 1,1IF
1
p 0.090"r�iry 0.096" a +
G 4,510"� N 0.080"Ter- g
0.080"
0.044" 0.227" 0.682" 0.630" 0.060• WPfRICHfFitM[t LBEM14.DOPE
0.693" 15-2339
NOTE:THICKNESS OF BARE 2.822" 0.420" SCALE: -
1.625"
METAL W/O PAIN?IS 0.039" pgoE DESC0.IPT10L bl
15 6.8 STREAMLINE STACK 1B RADIUS CEILING HEADER/SILL 17 6.8 STARTER 1g WALL SILL CLIP 18b WALL SILL
U
SCALE.HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE F
"�11
uJJ
-�}-0.125" 0.610" STAINLESS STEEL '280 I I .4 0"
ALUMINUMNYLON 0.357"OR S ..•� '"'777 ��i
ASSEMBLY 0.357" vN\ I �-
T 0.320"0 HOLE o w x0.050" 0.276" 1_
a o °ion w �„o, x 2.3/4"410 HT S.S. * ' 0.
o 0.080' NYLON -i u n REW W/TC ULTRACOTE 0.591`
N 0.05�E WHEEL O 0.120"o r
r ATING m 'T a �m
240" �� T P TOP&BOTTOM) r4 0.062"-{r -l- 1.lO.�
Ir5.MAX 1 TYP.AT EVERY OTHER 0.870"0.750" 7/16 0 NYLON BUSH I/2"@ INTERIOR JOINT TOP OLSq".� �-0.137" ��q `°a
INS]DE JOINT AT TOP. 7/16"0 x 1"@ INTERIOR JOINT BOTTOM 7 1 I '�o:
1 g ANGLE HOUSING-ZINC DICS T,POWDER COATED SS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR )U
2P ROLLER ASSEMBLY O BUSHING ASSEMBLY DETAIL O BOX CENTER INSERT
SCALE:HALF SIZE rrnn a
24 26 U
SCALE.HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE:HALF SIZE SCALE:HALF SIZE 7 L m$w
OR KEY/THUMB TURN OPERATED INSIDE. L N 0
"0.250" 23 BRASS PUSH LOCK W
gSCALE:HALF SIZE o w v 3 y
a R0.155"
m rIv -0
tjxl
n w m n Lo I02 "
.no ry
O:~oWjw
R0.500" 4.000" 0.236" 19782 0.286" 16.03" 0.267"
0.500" 0.623" 1.710" 224
0.090` 0.319" 0.531" 0.531"
0.-" 0970. 0.28 " -
009 62.250" . � �" ' 607"y 0.607`0.250. o
0 o 02 0224" 9 -
62 r
2.00 0.4G" 0.240"
lh
I -2.750 I " O
°---
,
OS mM
8
0" 0060
RAINGUARD DECORATIVE FLOOR TRACK ?
SCALE:HALF SIZE SCALE:HALF SIZE 0.160" 0'222"1 m
]aj
1.0010.062" 0.062" 0.4006"2j"] 0a
g 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER
d SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE c 0 0
$ "X0.062o g
' a p
$ 5.500"x 13/16"WIDE
-}o.A00"
7/16"0 STAINLESS aS
'� x'167 STEEL NUT O L
r�o � s
F n 0,125" �1 I' 30 4i 0
m �-I
�-1 " 0.438"
LL
0.188" 5/16-18x1 MACHINE SCREW v �.ox
8 L TYP• 5/16"0 INTERNAL STAINLESS STEEL t N 0.121"
j4.500" 1f 0.689" POWDER COATED,ZINC DIE-CAST THREAD �`.G� < '
HEAD STYLE VARIES ^':.
SECTION A l.oso"]
DELTA MODEL 2022 36 T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW
° INDUSTRIAL SYSTEMS O(OPTIONAL) O SCALE:FULL SIZE O SCALE:FULL SIZE 0 0.254" 4O000b00c
O35BOX LOCK SCALE.HALF SIZE I o.319 END STRIP 1 s! .' �
SCALE:HALF SIZE f-2.000"-' 2" & 3" EXT 8 �
1.500"- 71-0.125"SCALE: HALF SIZE
0.125" 666 666
0.050" T0.093" d " t
E 0.125" @
F.O.5."" b 3 aB� R°' 0.125" CCOV=FRWLBNU=PE.
0.093"a.zso^ g M 15-2339
E N SCALE:
E I PAGE DESCRIPTION:
-7,000" I 1 20 ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 2g Ox3"x0.125" ANGLE 99
39 2X7 ANGLE SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE G�
C SCALE,HALF SIZE -v5�
`� NP D0�4399'•////%P.E.
ANY ANCHOR PERCh10R EDGE DIST.
SCHEDULE @ IB"O..C. EXISTING LIST. �
GLAZING
SEF.END STRIP
SCHEDULE FORM
pry SPAN WHEN USI
'
A .ANGLE EMBED u{ 20,40a,AOb OR c,
n LEG D RECITON
EMBED. 17 33 a r (INTERIOR) II 11 F, 1/4" OR 6.8 STARTER '�/{ i m:C"'
Y 17 6 MAX. WITH 21 OR 25, d `b ��
na 17 _
I 36 ANGLE 06 x'1"THICK
TO 2"x 5"MAX. 21 25
EDGE c (ANGLE LEG MAY BE REVERSED)
DIST. FASTEN ANGLE TO TRACK W/
B ANY ANCHOR PER ANCHOR (2)810x1"SCREWS AT >U
CORNER,TOP&BOTTOM•ANO ''nn Q
SCHEDULE @ 1B"O.C. U 4
ATTACH TO 6.8 STAR,&AN FJ,W�I 4 m W o
13 13 k@-/ 1112 x 1/2"GALVANIZED OR
30 13 Y12 x 1/2"GALVANIZED OR S.S.SMS, S.S.SMS,3/16"0 ALUM.POP Lu q q 3
l 6.80"(TYP.) L 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE w,X
USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18"D.C. ALTERNATE END STRIP DETAIL BOLT NUT @ 18"O.C. N 3
(EXTERIOR) 5/16-19 UMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE ><
INSERT(7 AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=V-0" ANY TRACK W/ IU
FROM BOTTOM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. / .+p a
g TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO
SCALE,3"=V-0" 1"HEIGHT. 8F SPAN
1"1310(2.71 62 108"
® 7 00' G
82 94"
USE 111 BRASS PUSH LOCK 112 80"
OR(1)5/16-18 THUMB LOCKING DETAILS FOR 2 5
SCREW I 0 THREADED 2"Bf0(3.77 62 _95' SEE END STRIP w
INSERT 7 AT 1/3 SPAN CENTER MATES 2 88" SCHEDULE FOR MAX.
TO 2/3 AN FROM ® 82 83" -
BOTTOM OF SHUTTER. SHOWN ON RANDOM ry SPAN WHEN USING
6 RECEIVING HOLE SHALL BE 30 13 3"8l®4'77_jZ 7II !moi r� p
3/B"MAX WIDTH.UP TO DETAILS ( 20,M1Oa,40b OR 40c, r
1"HEIGHT. 30 62 110" MAK OR 6.8 STARTER m rn a
(2.71 72i7{ WITH 21 OR 25.
AIT.1"0/0 - pv 5
20 112 qm
81" 40 40 USE APPROPRIATE
5 32 STARTER STRIP E
46 93" 40 20 PROVIDE CLOSURE ^-� `
x0.093° 52 87" FOR CY•
13 870 81" BUILDING CONDITIONS. E 3 g
(INSIDE)23 11 4 -7B"- FASTEN STARTER STRIP p
I 7_�6_ TO TRACK W/(2)N10X1"
SCREWS AT CORNER,TOP !aQS
x0 25" 6z_ iB' ALTERNATE END STRIP DETAIL a BOTTOM. O
zry CIL 67 123" ANY TRACK W/SCREW
13 9e 64 09 1 120"
ISCALE.3"a V-0" BOSSES.
FN -70- 11"
i I 2! I 73 1109"
pSILL € a FOR GREATER SPAIIS OR LOADS THAN
Q I SHOWN IN END STRIP SCHEDULE,END
STRIPS REQUIRE A I'XI'.090"CLIP ANGLE
(n MID SPAN USING ANY ANCHOR ON THE EXISTING GLASS A §iii
q O Z ANCHOR SCHEDULE 4 014x7/4'TEK
G: v 13 SCREW OR I/4-20 DOLT TO END STRIP. g is
30 MUSE
BRASS PUSH LOCK (INSIDE) Inn
s!�8
I USE(11 BRASS PUSH LOCK
1 /16-10 THUMB X�
OR(1)
51160 THREADED 30 13 I37C AT 1/E3 SPAN SILLINSERV7/ yp 7�7 AT 1/3 SPAN JTO2/3SPAN FROM (OUTSIDE) F SHUTTER lBOTTOM OF SHUTTER.RECEIVING HOLE SHALL BE
3/8"MAXWIDTH,UP T"HEIGHT. 3TYPICAL OUTSIDE CORNER CLOSURE — — —— — 35 30 R
DETAILS WO/CORNER POST a rg ,IiNTS 30 COP(W.MFRARKLBENRARDOPF.
13215 13 23 (OUTSIDE) 15-2339
SILL E(1)BOX LOCK AT 1/3 PACE DESCRIPTION;
SPAN TO 2/3 SPAN FROM
ry BOTTOM OF SHUTTER
TYPICAL INSIDE CORNER CLOSURE FU X99
CC2
DETAILS WO/CORNER POSTMULTIPLE SHUTTER ASSEMBLY
r
NTS EF4q SCALE.3"=1'-0" Q
S Y/i 7C
C1 CONNECTION TYPE
REFERENCE ANCHOR EXISTING HOST 90
SCHEDULE FOR MAX. STRUCTURE
SPACING =+T •,•V Yl!1 1/i7 5�.
i C1 CONNECTION TYPE W1-NID MACHINE BOLT = 4 -
\ REFERENCE ANCHOR 1/2"® W/NUT @ 12"O.C.OR - 2
SCHEDULE FOR MAX. #14 SMS Lot 6"O.C. *=
1/2"
SPACING )TYP.TOP&BOTTOM) �'4 S TA (1p m zALUM. TUBE
'
i t",
2 FASTENERS 6063-T6 ALLOY I i
''��/�O� it",;f-
•`�
EACH ANGLE SEE TABLE A FOR SIZE, CS)OR 66 J w ////j/ •��■ �lL�.N a
I ALTERNATE 7HRU BOLT _ /7
1"x 2"x 1/B" p L w=V W
oR 2"x 2"x 1/8" I C1 CONNECTION TYPE w >u (� a
ALUM.ANGLE ° • Ll
+ _ REFERENCE ANCHOR ESP ATS�tJ F u U <6-52 Z a
SCHEDULE FOR MAX. SEPARATI N 13 01
THREE 3/16"0 ALUM. ° 13 I '�� I SPACING =a a W NCI
m
POP RIVETS OR GLASS °0 w
THREE 012 SMS,TYP. ° 17 I I OR DOOR rL
X w w F U) ?�
3/16"0 ALUM.POP t I a w _ o °
TABLEA(cc3> 17 @18RIVETOC.OR#12(TYP.1)S \wry = /� ALg7��\ _ sD 6oR �z7 ~� <
s PRESSURE VS ALLOWABLE LENGTH w r� 1\�O J w
MAY USE MALE OR — l7 M N
2'x2"x1 8 3'N x1 w-
PSF No e/ 00 FEMALE LOCK-SLAT w p I pnl
>, 62 130^ 188" 13 ALTERNATE THRU BOLT 1/4"MAX.FROM PIN
C5 CONNECTION TYPE C1 CONNECTION TYPE GUIDE TO BUSHING
p¢ 72 124" 179" O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR f:1 WASHER(TYP.) rn N
'* CC3 SCHEDULE FOR MAX. SCHEDULE FOR MAX. �I 19 w'9 d
82 119" 172` NTS
d 92 114" 165" SPACING L---j I, 14x3/4"SMS @ 9"D.C. Fd o
102 11o" 160" -_ ANGLE TO TUBE CONNECTION w o,yj rn
c m p m
120 104" 14T 2"x 2"x.125"
2r 150 TABLE B(cc4) EXISTING HOST EMBED. 6063-T6 ALUM.TUBE O Z g
9T 131" STRUCTURE m<
200 BO" 114" PRESSURE VS ALLOWABLE LENGTH 5 CONNECTION TYPE
2'x2'xl B` 3'x3'xt//0' EDGE DISTANCE REFERENCE ANCHOR m g
PSF WITH�% WITH B/0 SCHEDULE FOR MAX. E o
SPACING
62 113" 166"
FASTENER @ 18"O.C. O ALTERNATE BUILD OUT MOUNT SECTION
72 10T IST (USE ANY ANCHOR SHOWN Cb a
82 IOP' 14T IN ANCHOR SCHEDULE). SCALE 3"n 1'-0" v
92 95` 139" `•ani'
R 102 90' 132` CO.
S 120 6p 122" IMT
0
h 150 7T 109" w
2"%2"x - 1~- =per
a 3/16 RIVET OR#12 SMS ALUM.TUBE TYP. °' EPARATSDN = z u
LL .090"6063-T6 13 ut w x
1B"O.C. OR 1/4-2 w t
17 LF PER TABLE o VI
@ M
a NUT 9,BOLT(TYP,). 3/16"0 ALUM.POP � GLASS 2 >f o z m
LL ALUM. TUBE RIVET OR#12 SMS j ~ oR DOOR a o LI.
6063-T6 ALLOY @ 10"O.C.(TYP.) S L u w ,
E SEE TABLE B FOR SIZE 2"x 5"x 1/B" m
2 FASTENERS x CONTINUOUS rc &
EACH ANGLE ALUMINUM ANGLE -
1"x 2"x.093"6063-T6 OPTIONAL ANGLE INSIDE 3 16 ep
THREE 3/16"0 ALUM.
ALUM.ANGLE,TYP, o POP RIVETS OR 17 ORIENTATION TYP. p w - ' '6 a 6
17 THREE#12 SMS,TYP. w E �
g o 0 1"x 2"x 1/B" 4 CONNECTION TYPE �gy+
3$ 13 OR 2".x 2"x 1/8" SCHEDULEREFERENCEFORCMAX.
\ ALUM.ANGLE
USE MALE OR FEMALE SPACING WPYRGHTFIwu(LBEINWDO pE
LOCK-SLAT EXISTING CONCRETE, SS'2339
13 13 BLOCK OR WOOD FRAMING
-s (OUTSIDE) EE INSIDE SILL MOUNT SECTION !AGEEi -
PAGE OE9CRIPf10N1
012 x 1/2"GALVANIZED SCALE 3"=V-0" _
OR S.S.SMS,3/16"O ALUM.
y( CC4 TYPICAL CORNER CLOSURE DETAILS pOP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS N,
NTS MACHINE BOLT&NUT SCALE.3"=V-0"
@ 18"O.C.
c
S
J
C5 CONNECTION TYPE
REFERENCE ANCHOR EXISTING 9 4
Zw SCHEDULE FOR MAX. STRUCTURE �(
_
0 0 SPACING 5"MAX. 1/4-20 MACHINE BOLT •o � o• ,/
GLASS ce¢W GLASS w C1 CONNECTION TYPE
OR DOOR � o u OR DOOR w w u REFERENCE ANCHOR 19 W/NUT @ 12"O.C.OR
F~-u M r F~- =oo SCHEDULE FOR MAX. O 014 SMS @ 6"O.C. rc
MR. 13 o M w w SPACING /2" (TYP.TDP 8 BOTTOM) +�1�¢ T ofm ,�
MN 13 t=/!w a w GLASS w F m /2" "Q�.
GLASS X m m u EPARATI U- Q
T
� '1/4"-20 THRU BOLT W/ m 014 x 1/2"SMS 12"O.C. z Z I-EPARATI Q=w Q �L PERw¢Q L7 N [S�OR(66O / �LOCK NUT @ 12"O.C.OR E F.. F OR 3/16"0 ALUM.POP TABLE 2 Qo ° //PER I- E a w o ORG / LX 12 x 1/2' SMS @ 12"O.C.E.S. w F. RIVETS 6"O.C. OR 1/4"0 vI OR 3/16"0 ALUM.POP TABLE 2 w o ALUM.POP RIVETS @ 12"O.C. IRIVETS @ 6"D.C. E.S. \ �z w >U'�WR 1/4"0 ALUM.POP RIVETS / 11 AND 3O MN.GLASS w F-.� UI Q w"0@ 12"O.C.E.S. ASSEMBLY 1/4"MAX.FROM PIN SEPARATION13 F- y m e w o
I / 1/4"MAX.FROM PIN 1/2"TYP. GUIDE TOB S ING PER TABLE2 I �_❑'
O9 AND OO GUIDE TO BUSHING WASHER(TYP.) =zm, W N-I u0ui z
ASSEMBLY WASHER(TYP.) w GLA55 v=i zo m ^�
/ 1/2" 1/2"TYP. EXISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR—� z o z IQ- P3i u
BLOCK OR WOOD FRAMING REFERENCE ANCHOR a Ix Q O w a; x
EDGE SCHEDULE FOR MAX. 2: ❑u N
w 4 CONNECTION TYPE DIS SPACING
EDGE REFERENCE ANCHOR Q a
g SCHEDULE FOR MAX.
DIST. SPACING AS SHOWN w !-
/ 3 CONNECTION TYPE IN DIAGRAM ON PG.9 w o 0ODR 6 60R m
REFERENCE ANCHOR EXISTING CONCRETE, X03
SPACING.NG.ALT.FASTENER SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING / GUIDE TO BUSHING
FROM IN
T111 A.
Srp® ON
LOCATION.FRONT AND RIEFERENCE ANCHCONNECTION OR 1/ " WASHER(TYP.) r-v' 4'
1/4"MAX.FROM BACK ANCHORS NOT REO'D Og INSIDE MOUNT SECTION SCHEDULE FOR MAX. 19 W
WITH THIS LOCATIONSCALE:
PIN GUIDE TO 3"=1'-0" SPACING 5 CONNECTION TYPE !�
BUSKING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR rn�5�❑a m
ITYP.I SCHEDULE FOR MAX. m c a C,r•I
` SCALE:3"=1'-0" EXISTING CONCRETE, SPACING ❑'o I K 4
y / BLOCK OR WOOD FRAMI EMBED. O z-s e m
/ CG BUILD OUT MOUNT SECTION TI u a
SCALE.3"=V-0" A�
TYP. BOTTOM EXISTING CONCRETE, r j r w
$ BLOCK OR WOOD FRAMING %' _� ul❑
35
m EXISTING a
NOTE:FOR DETAILS A,B,D.AND E ON THIS SHEET, EDGE ST 4 CONNECTION TYPE EMBED. STRUCTURE
THE BASE TRACK MAY BE INSTALLED IN SECTIONS o REFERENCE ANCHOR 5 CONNECTION TYPE
WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS SCHEDULE FOR MAX. REFERENCE ANCHOR
., A MINIMUM OF TWO SETS OF ANCHORS AND ISA W SPACING SPACING
SCHEDULE FOR MAX.
MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK
USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 16 1/2" &R@
OVER THE GAPS BETWEEN SECTIONS.
w
t
a w
N
R Iw w w o
OR DOOR MN I- =GLASSoo,.. �w �o,'zegL�, ¢x'x
GLASS 13 In w w w w u S- dg
w 012 x 1/2"SMS @ 12" EPARATI F- M u n w no
o !-
H O.C.OR 3/16"6 ALUM. PER v=i z rjj m II 13 M=w w Q L ea
Fw» POP RIVETS@6"D.C. TABLE2 X ❑z II-- GLASS OR 1l MN GLA "zx,
I-w=W OR 1/4"E ALUM.PDP Q a Q DOOR— w~o In m €
MN GLASS 13 N F=-zo 7 m RIVETS @ 12"O.C. u N PER TABLE 2 Q z Oz Q F
o SEPARATION L7- Q -S a
PER TABLE Q m a Q t- OT AND OB 1/4"MAX.FROM PIN
(A lip
1/4-20 S.S.MACHINE u OIL Q
a SCREW 8 NUT @ E U ASSEMBLY 1/ 1/2" GUIDE TO BUSHING I I
12"O.C. TYP. WASHER(TYP.)
GLASS w o 1/4"MAX.FROM PIN �OR DOOR 1/4"MAX.FROM PIN X w4 CONNECTION TYPE w ❑ 1/2"` WASHER(TYPHING �BE
iry E WASHER(TYP.) EDGE REFERENCE ANCHOR ii
X 5 6 EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. WPYNCAifiPPlLIL BOUYMOPF.
a s rn BLOCK OR WOOD SPACING AS SHOWN 2 CONNECTION TYPE 15-2339
FRAMING EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG,9 REFERENCE ANCHOR .
OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALE:
"x 3"x 1/4"CONT. 3 CONNECTION TYPE 012 x 1/2"sM5 @ 12" SCHEDULE FOR MAX. SPACING PAPE DESCRIPTION:
063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE,
SCHEDULE FOR MAX. LOCATION,FRONT AND BLOCK OR WOOD FRAMING _
AY BE REVERSED POP RIVETS @ 6"O.C. BACK ANCHORS NOT REDID
S SHOWN DASHED) SPACING OR 1/4"0 ALUM.POP WITH THIS LOCATION
OWALL MOUNT SECTION RIVETS @ 12"O.C. O CEILING / INSIDE MOUNT SECTION O WALL/BUILD OUT
D
SCALE.3"=1'-0" SCALE,3"=1'-0" SECTION
a SCALE:3"=1'-0" 0
MN GLASS 1 IYI �,,,P.E.
SEPARAT
ON
OR DOOR PER TABLIE2 13p0 �\ ,.1rrf-'I'I�
wuw DOORS OR I�i7
FuW 0.
=W< GLASS OR MN GLASS •k�•
In w a DOOR SEPARATION W- 2
X N U 0:'- PER TABLE 2 ''�, '. A �¢7-a MN GLASS w w 0: ��kFI-aSEPARATION F m w � •� gPER TABLE 2 �. w 7¢ ¢
TI IF
� X 0
T1711 w 1tn
F LA
~,7Du Fow
)U W
y
in 13 X w�tn 13 I a •I•J�4
_ ..f _ I/2'• 1 i Q Cl CONNECTION TYPE a Z `i74"(]! ti g 3
1/4"MAX.FROM PIN GUIDE u REFERENCE ANCHOR F u
a TO BUSHING WASHER(TYP.) 28 Q vai SCHEDULE FOR MAX. w IL W w °
TWO 1/4"0 WOOD
.250" SPACING
LAG SCREWS 24" '1 S .250"
[01 C4 CONNECTION TYPE w
O.C.MAX.WITH 2" •�
THREADED PENETRATION REFERENCE ANCHOR ,y D
g "T"INTO CENTER OF 2X STUDS / SSI
PACING SCHEDULE FOR MAX. /0 In ¢
EMB."T' 14 SMS @ MIDSPAN BETWEEN E
m STUDS FOR TRACK TO 1"x 4" / EXISTING HOST STRUCTURE /
PLYWOOD& TUBE CONNECTION 70
STUCCO FINISH 1"x 4"x.125'
6063-T6 ALUM.TUBE
THIS DETAIL TO BE USED WHEN STUD SPACING O DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL Wt.3
SCALE,3"-1'-0" SCALE,3"-1'-0"
a EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. Na m $
OWALL MOUNT SECTION THIS DETAIL MAY uuy o M
G
SCALE,3"=1'-0" ALSO BE USED
AT TOP
3Eg
3�
m ACCORDION SHUTTERw ix a v
PER PRODUCT APPROVAL F~- o —GLASS r e
pit
MR GLASS OR DOOR F- I •�
v = '0 SEPARATION
IA ° PER TABLE 2 = ii EXISTING WOOD(G=0.421En
O t
APPLICABLEATTOP Z Z TRUSS OR RAFTER
S AND/OR400OPSIMIN)
TM Q 4 X Q @ 24"MAX0. .
DE a E Val EXISTING FINISH
MATERIAL
� i r '
a 1/4"MAX.FROM PIN GUIDE2'x
1/ 5"x 1/0"6063-T6 i i i i ^ ^^ ¢ g
TO BUSHING WASHER(TYP.) ALUM.ANGLE W/THREE 7
8 2"x 3"x Ye"x CONTINUOUS O2.175" 3 6 1/4"TILE(TYP.) 1/4"0 WOOD LAG I I` w o A
2"x 2"x Ya"x CONTINUOU " FINISH MATERIAL SCREWS WITH 2-3/4"6061-T6 ALUMINUM ANGMINIMUM THREADED3/4"PLYWOOD PENETR."T"IN WOOD @ 5 6
MIN.THICK 6061-T6 ALUM TRACK X i —1/4"0 A325 GRADE THRU BOLT @ 7"O.C. EACH RAFTER OF TRUSS,TENED TO ANGLE WITH 1/4-20 OR 5/16"0 A325 GRADE THRU BOLT @)12"O.C. 24"O.C.MAX.WHERE
m ANGLE FASTENED TO EXISTING 3 KSI CONCRETEHINE SCREWS AT 3"FROM ENDS GALV.OR S.S. ANGLE EXTENDS BEYOND9"O.C.FOR THE BALANCE I, LAST TRUSS MORE THAN 0:
HOST STRUCTURE WITH �� � 1/4"0 ELCO ULTRACON TO CONCRETE/CMU 0 ELCO ULTRACONS AT 6" EXTEND ANGLE TO
ISTING CONCRETE HOST ,. 5"O.C.W/1-1/4"MIN.EMB. NEXT TRUSS. w w3"FROM ENDS AND 4"O.C. RUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW @ 9"O.C.W/1-7/811 f.w>0 "
s FOR BALANCE WITH 13'4" •i• MIN.EMB. IN WOOD SG=0.42,TO 0.55, F•w=w
3 MIN EMBEDMENT AND 2yZ' MAX.DESIGN LOAD AT 5'-0"MAX SPAN: 13 == x P5� "e
y EXISTING CONCRETE, n z
MIN EDGE DISTANCE,
162 P.S.F. HOLLOW BLOCK OR •�, t~7 4 W¢ COPI'xIGFRFR*KLBE KW0PE.
STAGGERED WITH 3"MIN. MAX.DESIGN LOAD AT 6'-O"MAX SPAN: WOOD FRAMING.SEE 2"x 5"x 1/8"CONT. Q w Q~ 15-2339
SPACING,TYP.
4:52 P.S.F. ANCHOR SCHED. •1' ALUM.ANGLE(6063-T61 g Ou 0.BASED ON _
€ BUILDOUT MOUNT STRUCTURE --L L
TYPE OF QN PAGEEDESCRIPTIONt
HO SCALE:NTS (MAX.DESIGN LOAD i 72
O PASS THRU DETAIL
F Hb
N SCALE 3"=r-O" TRUSS MOUNT SECTIONO
SCALE:3"-1'-0"
Hlllfl ��Bo,r.E.
EXISTING HOST ALT.LEG DIRECTION
STRUCTURE D SET ANCHORS WITH 718'MIN
EMBED IN OCONCRETE INTS IOR HOLLOW BLOCK,3"MINIMUM
12'MIN FROM EDGE OF ACCORDION ROUND WINDOW
EDGE OF SHUTTER, SHUTTER BLADES 1/2' SPACING,AND 3"MINIMUM EDGE DISTANCE d•
ASSEMBLY AX (2)6063-T6 ALUMINUM ,y' • 1•, 17
TOP OR BOTTOM - I ANGLES PER BEAM END,SIZE '• No,
1 1/2" PER SPAN TUBE SCHEDULE
EMBED. 5 A TUBE PER - �• T"r
DESIGN SCHEDULE '3j'd' A QpN �0
ACCESS HOLE / / S flO•. NUP
1 4-20 MACHINE BOLT W NUT �EDGE OF ACCORDION z z 'y �3.5"MINSHUTTER BLADES 12"O.0 OR#14 x 3/4"SMS 6"O.C. ' ';*, „�
TYPICAL 1/2"MAX. ,., I B 1,�p a
C�
{I- _ >UQLL T�a
3"MIN + 3 16 l� fO o�ffff Q l7
EDGE zxta- U tWN•S Z.
2.875"0 HOLE(TO RECEIVE DISTANCE MIN.GLASS 13 z 1y- Z N w
ROUND WINDOW ASSEMBLY) II w 9 ly
OR
MAXIMUM OF3 WINDOWS EXISTING A SEPARATION w O p Lu 3 w„ b
PER EVERY OTHER BLADE p 3
GLASS
DOOR O= N O
I^uuvi ow°`S,
_ 1 LIGHT-N-VIEW WINDOW Ego EDGE }rr1/2'MAXw¢ ti°€
8 N.T.S. EXTERIOR ELEV cl DISTANC L w a
ztnm L 5 6
O O L9 3 16 1/4"MAX.FROM PIN GUIDE
w z TO BUSHING WASHER TYP. m
Fgg� o f a 1/4-20 MACHINE BOLT W/NUT @
w ro 1/2" ACCESS
CHOLE 12"O.0 OR#14 x 3/4"SMS 6"O.C. W y fl
2.875"0 11OLE TO SPAN TUBE PER w 3
RECEIVE ROUND EMBED. DESIGN SCHEDULE
d WINDOW ASSEMBLY
(2)6063-T6 ALUMINUM a
ANGLES PER BEAM END,SIZE �I �'2<<m+
A EXISTING .-1- PER SPAN TUBE SCHEDULE Iii p W
HOST 1/4.0 THRU BOLTS SEE BEAM O z
STRUCTURE SCHEDULE FOR REQUIRED NUMBERS v
SI 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/0"MIN
E EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM ^� ' w
L SPACING,AND 3"MINIMUM EDGE DISTAIfCE L\/• p
8 0.125" 0.125' 3 p
m MAX.DESIGN LOAD=t 72 PSF 0
u 0.032" 0.032"
3v
g --� 3 SPAN TUBE SECTION y
0.1916-
N.T.S. VERT SECTION L
450 S
/ SPAN TUBE SCHEDULE
NUMBER OF
H \ ALLOWABLE TUBE NUMBER OF MINIMUM ANGLE
1 ANCHORS PER
TUBE SHUTTER
SPAN THRU-BOLTS LENGTH
ROUND I f J WINDOW SIZE SPAN ANGLE
I
S TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM
m}as ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE o "S@•
1 F 60" 123.8' 135.2" 2 2 2 3 4" 7"
�0 2'k5'k 96" .. ..101.7' 106.8' 2 2 3 .. 3- 7 - 7"
0.125" - u
12W 09.9" 94.4" 2 .2 3 3 7" 7" €f
60" 120.1' 15_7.0' 2 2 2 3 4" T' x
0,126' 96" 114.0' 124.1- 2 2 3 3 7" 7" o S! @
m ' 123" 102 0" 109.8" 2 2 4 4 10" 10"
60__138.0" 106.0" 2 2 3 3 7' - 7"
16 02.875" 03.250" 10.180" ' 0.125' 96" 122.7' 155.7" 2 2 J 4 _7° 10= d EF#z ggg
' 123" 115.4 137.5" 2 3 4 5 10" 13"
2'ziOY 60° 158.1',. 240.0" 2 2 3 4 _7'- _10"
98" 140.6' 228.0" 2 J 4 6 -10"- - 16' t= b1
' 29 LIGHT-N-VIEW WINDOWi OARS" 123" 1322' 203.1" 3 A -5 - 7 13"
\ � COP1MHfRWIXLB90LlA00PF.
N.T.S. SABIC PLASTICS SLX1431T-UL-94118 / SPAN TUBE SCHEDULE NOTES:
x3 xl 4 x x 4"ANGLES FOR 2"x5"&2"x6"BEAMS. 15-2339
2. USE 2"x5" 1/4"ANGLES FOR 2"x8"&2"x10"BEAMS. SCALE; -
3. USE BEAM SCHEDULE FOR DETAIL 3/0.
4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER PAC-RX�yyOESCRIPTT[ONIUESCRIPXlj_ON:
CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS.
S. 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, °�9
ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS
S8 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.'
C 6. LAP BEAMS ARE NOT ALLOWED.
= 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM.
S
ANCHOR SCHEDULE: CONCRETEr� b P%;;�
2.5"MIN EDGE DISTANCE _ ••� }`1 I A9�°�S
Spans Up To V-0" Spans Up To e•-3" Spans Up Ta 12'-0" �! '7
t LOAD CONN TYPE CONN TYPE CONN TYPE
O ANCHOR (PsQ C1 C2 C3 C4 CS CS C2 1 C3 C4 CS Cl C2 C3 C4 CS
1/4"ITW TAPCON OR ELCO 43 16.0"16.0"IS.0"16.0"16.0"16.0"16.0" 9.0"113.0"116.0"16.0" 9.5" 5.5" 8.5" 14.5"
ULTRACON WITH 1-3/4" _53 16.0"16.0"10.5"14.5.16.0"16.0"12.0" 7.0" 10.5"16.0"15.0" 7.5" 4.5" IS' 10.5" •ate
EMBED(3192ps1 MIN CONC) 62 16.0"16.0" 8.5" 12.5"16.0"16.0" 9_5" 5.5" 8.5" 15.0"15.0" 7.5" 4.5" 7.5' 10.5" y pN�m'"v
OMBINATION
00 15.0" 7.5"• 4.5" 7.5" 10.5"15.0" 7.5" 4.5" 7.5" 10.5"15.0" 7.5" 4.5" 7.5" 10.5" 2 x S ITYP. 9 / BO CCOMBINATION ,���/OAF• 0 �
i 11
114"MIILENlUf4 MILLFAST 43 16.0"16.0"15.0"16.0"16.0"16.0"16.0" 9.0" ]3.5" 16.0" 16.0" 8.5" 5.5" 9.0" 13.5" '/// /11'LLLlll We J
WITH 1-3/4"EMBED(3275Dsl 53 16.0"16.0"11.0"15.0"16.0"16.0"11.0" 7.0" 10.5"16.0" 13.5" 7.0" 4.5" 7.5" 9.5" W�I L� xax S
MIN CONCRETE) 62 16.0"15.0" 8.5" 13,0"16.0"1fi.0" 8.5" 5.5" 9.0" 13.5"13.5" 7.0" 4.5" 7.5" 9.5" O Q
70 16.0"12.0" 7.0" 11.0"16.D"14.0" 7.0" 4.5" 8.0" 10.5"13.5" 7.0" 4.5" 7.5" 9.5" Q w o
100 13.5" 7.0•' 4.5" 7.5" 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" . w$w o°a
1/4"F.LCO CRETEFLEX SS4 43 16.0"16.0"16,0"16.0"16.0"116.0-116.0"13.5"16.0"16.0"16.0"12.5" 8.0" 13.0"16.0" Z iv p
� bb
1x5 TYP. 2xS ITYP. ,as $u
W/2"EMBED(3350ps1 MIN 53 I6.0"16.0"16.0"16,0 16.0"16.0 16.0"30,0"15.5"16.0"16.0"110.0" 6.5" 11.0"14.0" W w
g CONC) 62 16_0"16,0"12.5"16.0"16.0"16.0"12_5" 8.0" 13.0"16.0"16.0"10.0" 6.5" 11.0"
4 _ __. - __.-__-_._-__._.
70 16.0" 16.0"10.5"16.0"16.0"16.0"10.5" 7.0" 11.5"15.0"16.0"10.0" 6.5" 11.0"14.0" o w
100 16.0" 10.0" 6.5" lI W 14.0"16.0"10.0" 6.5" 11.0"1M1.0"16.0"10.0" 6.5" 11.0"14.0" H w
1"MIN EDGE DISTANCE NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING. a
CI I Cz I C3 C4 CS Cl C2 C3 C4 CS Cl C2 c3 c4 CS SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE:
1/4"ITW TAPCON OR ELCO 43 16.0"16.0" 7.5" B.0" 16.0"16.0"16.0" 5.0" 5.5" 16.0•'16.0" 9.0" 3.0" 4.0" 14,0"
- - i - - C2 CONNECTION TYPE USING PIECE Q WITH OUTSIDE
ULTRACON WITH 1-3/4' S3 16.0"16.0" 5.5" 6.5" 16.0"16.0"12.0" 4.5" 16.0"14.5" 7.5"/ 10.0" ANCHORS ONLY
EMBED(3192ps1 MIN CONC) 62 16_0"15.5" 4.T' 5.5" 16.0•'16.0" 9.0" 4.0" 14.5•'14.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE®WITH M
70_16.0"12.5" 4.0" 5.0" 16:0"15.0" 7.5" 11.0"14.5" 7.5" 10.0" OUTSIDE ANCHORS ONLY
.-.. �������� 10.0"14.5" 7.5" 10.0"
1/4"FIILLENIUM MILLFAST 43 16.0"16:0"11.0"13.5"16.0"16.0"13.0" 6.5" 9.5" 16.0"13.0" 7.0" 4.0" 6.5" 10.5•' W 8
WITH 1.3/4'EMBED(3275ps1 53 36.0"16.0" 8.0" 11.0"16.0"16.0" 9.0" 5.0" 7.5" 16.0"10.5'• 5.5" 5.5" 7.5" ANCHOR NOTES: ��
C M[N CONCRETE) 62 16.0"11.5" 6.0'• 9.0" 16.0"13.5" 7.0" 4.0" 6.5" 11.0"10.5" 5.5" 5.5" 7.5"
1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ~�-
70 16.0" 9:;" 5.5" 8.0" 16.0"11.5" 5.5" 5.5" 8.5" 10.5" 5.5" 5.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE ��)j 0 m
100 10.5' S�' 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). O pb
1/4"ALL-POINTS SOLID-SEF 1.1/4"MIN EDGE DISTANCE - Z m
0 2. ENTER ANCHOR SCHEDULE BASED E. THE EXISTING STRUCTURE MATERIAL, _m ¢
u ANCHOR W/7/8"EMBED& Cl C2 C3 C4 CS CI C2 C3 C4 CS Cl C2 C3 C4 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 'o z
1/4-20 SS MACHINE SCREW 43 16.0"16.0" 8.5" 10.5"16.0 16.0"12.0" 5.5" 7.5" 16.0"12.5" 6.5" 3.0" 5.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER u<
a (3000ps1 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"% 4.0" '/.0" THAN OR EQUAL TO SHUTTER SPAN.
v 1-0
62 16.0"11.0" 5.0" 7,0" 16.0"1z.5" 6.5" 3.5" 5.0" 10.0"10.0" 5.0"j 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 3 g
70 16.0" 9.0" 4.5" 6.0" 16.0"10.5" 5.5" 3.0" 4.0" e.0" 10.0" 5.0'• 4.0" 7.0" /E
ANCHOR w/7/B"EMBED& t0o ICS 5Cz C3 C 7 0^ 10.5" 5.0" 4.0'• 7.0" 10.0^ 5.0' 4.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM SCHEDULE
HOLLOW CONCRETE a g
m 3"KIN EDGE DISTANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER c
F 1/4"ALL-POINTS SOLID-SET ..- ANCHOR TYPE�ASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE JR
-
§ 4 CS CI C2 C3 C4 CS Cl C2 C3 C4 CS CONNECTION. PE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF
2 1/4-20 SS 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"
CONNECTION TYPE.
(30000s1 MIN CONC) 53 I6.o"16.0"33.5"16.0"16.0"16.0"14.0" 8.5" 13.5"16:0"16.0" 8.5" 5.5" 9.5" 12.0" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE 3
b ___-__-_. .-
6Z 16.0"16,0"30.5"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.
6 "� 70 16.0"15.0" 9.0" 14.0"16.0"16.0" 9.0" 6.0" 10.0"13.0"16.0" 8.5'• 5.5" 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
^ 100 16.0" 8.5" 5.5" 9.5" 12.0"16.0" 8.5' S.5•' 9.5" 12.0"16.0" 8.5" 5.5" 9.5" 12.0'
' IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT
2-5/e"MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
1/4"POWERS 55 DROP-IN FINISHES.
W/1/4-20 SS BOLT AND Cl C2 C3 C4 CS CI C2 C3 C4 CS CI C2 C3 C4 CS aag
1"EMBED(3000pi1 MIN 43 16.0"16.0"14.0"16,0"16.0"36_0"14.0" 8.0" 12.5" 16.0"14.0" 7.5" 5.0" 8.0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS
CONC) 53 16.0"16.0" 9.5" 14.0"16.0"16.0" 9.5"- 6_0" 10.0"16.0"11.5 6.0" 4.0" 7.0" 8.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADE%ATE WOOD FRAMING 8 y
6z 16.0"12.5" 7.5" 12.0"16.0"14.5" 7.5" 5.0" 6.5" 11.5"11.5" 6.0" 4.0" 7.0" 8.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD I ACCEPTABLE ONLY FOR 9g��
SIDE CLOSURE PIECES. Q
70 16.0"10.0" 6.5" 10.5"16.0"12.0" 6.0" 4.0" 7.5" 9.0" 11.5" 6.0" 4.0" 7.0" 5!tVi
a 100 11.5'• 6.0" 4.0" 7.0" 8.0" 11.5" 6.0" M1.0" 7.0" 8.0" 11.5" 6.0" 4.0" 7.0" 8.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER •�Hj pe
2'MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x4"(MIN.)WOOD STUD.3/4"
3-1/
y 1/4"POWERS SS DROP-IN EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL o
W/1/4.20 SS BOLTAND Cl C2 C3 64 CS Cl C2 I C3 I C4 I CS I Cl C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. 'aF8
1°EMBED(3000ps1 MIN 43 16.0"16.0'•15.0"16.0"16.0'•16.01,114.5;: 9.0 13.5 16.0"115.0" 7.5" 5.0= 9.0" 12.0" 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/7."ENGAGEMENT OF THREADS IN @S §
CONC) 53 L6_0"16_0"10.5"15_0"16.0"16.0"10.0" G.5_' 10.5"16.0"L2.0" 6.0" 4.0" 1.5" 8.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER CCCAAC y
62 16.0"13.0" 6.0" 12.5"16.0"15.0" 8.0" 5.0" 9.0" 12.0"12.0" 6.0" 4.0" 7.5" B.5" HEAD(SIDEWALK BOLT),U.O.N.
70 16.0"10,5" 7.0" 11.0"16.0"12.5" 6.5" 4.5" 8.0" 9.5" 12.0" 6.0" 4.0" 7.5" 8.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. g gS
Is 100 12.0" 6.0" 4.0" 7.5" 8.5' 12.0" 6.0" 4.0" 7.5" 8.5" 32.0" 6.0" 4.0" 7.5" 8.5" ® WiR 53
2'FEIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, s a H ,18�•e
#12 SMS W/2"EYEWALL Cl C2 I C3 C4 C5 Cl I C2 C3 C4 C5 Cl C2 C3 C4 CS NUT OR WASHER WINGNUT. COPYRIGUIRAWLSEMMP.E
ARMOR INSERT W/2"EMBED 43 16.0"16.0"111.5"14.0"16.0"16.0" 16,0" 7.5" 10.0" 16.0"16.0" 9.0" 4.S' 6S' 13_5" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE.
_ (2000ps1 F11N CONC) 53 16.0"1fi.0" 8.5" 11.0"16.0"16.0"11.5" 5.5" 8.0" 16.0"14.0" 7.0" 3.5" s:s'• ID.o•• 15-2339
62 16.0"15.0" 7.0" 9.5" 16.0"16.0" 9.0" 4.5" G.5" 14.0"14.0" 7.0" 3.5" 5.5" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK,SDS PACT SHOULD NOT BE USED TO PAGE -
s DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL ogee DescRlvnoN:
70 16.0"12.0" 6.0 8.0" 16.0"14.5" 7.5" 4.0" 6.0" 10.5"14.0" 7.0" 3.5" 5.5" 10,0" CONCRETE SCREWS TO HOLLOW BLOCK
100 14.0" 7.0" 3,5" 5.5" 10.0"14.0"1 7.0" 3.5" 5.5" 10.0"14.0" 7.0" 3.5" 5.5" 10.0" -
012 SMS W/2.75'EYEWALL 43 16.0"I6.0"16.0'•16.0"IG.O"16.0"116.0"10.0"14.0"16.0"16.0"11.5" 6.0" 9.5" 16.0_'
ac
_..
ARI4OR INSERT W/2.5' 53 16.0"16.0"12.0"16.0"16.0"16.0"115.0" 7.5" 11.0"16.0"16,0" 9.0" 5.0" 8.0" 13.0'
h EMBED(2000ps1 MIN CONC) 62 16.0_'16.0"19.5".113.5"16.0"16.0"L11.5" 6.5" 9.5" 16.0"16.0" 9.0" 5.0" B. �\
70 16.0"16.0" 8.0" 11.5"16.0"16.0" 9.5" 5.5" 8.5" 14.0"16.0" 9.0" 5.0" 8.0" 13.0" (V1J/(
$ 100 16.0" 9.0" 5.0" 8.0"113.0"116.0"1 9.0" 5.0" 8.0•'113.W'116.0"1 9.0" 5.0" 6.0" 13.0"
ANCHOR SCHEDULE: CONCRETE (CONT.)2-3/16"MIN EDGE UISTANCE 3-1/8"MIN EbGE DISTANCE
!44
'7Spans Up To 6'-0" Spans Up To 8'-3" Spans UD To 12'-0" Spans UTo 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" ," i
LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE
O ANCHOR
x rn (ps0 Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 I C3 I C4 I CS Cl I C2 I C3 I C4 I CS *'
5/16"ITW TAPCON XL WITH 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"12,0"16.0"16.0"16.0"11.0" 7.0" 12.0"16.0"16.0"16.0"16.0"116.0"16.0"
16.0"16.0"16_0"12.5' 16.0"16.0"16.0"11.5" 7.5"115.0"
16.0" ; T yam :•t
I-3/4"EMBED(2899ps1 MIN 53 16.0"16.0"14.0"16,0"16.0"Ifi.O"14.5" 9.0" 14.0"16.0"16.0" 9.0" 6.0" 10.0"12.5"16.0"16.0"14.5" 16.0"16.0"15.0" 9.0"14.5"16.0"16.0" 9.5" 6.0" 3.0"
CONC) 62 L6,0"16,0"11.5"1fi.0"16.0"1fi.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" 16.0"16,0"11.5" 7.5" 12.0"16.0"16.0" 9.5" G.0" 13.0" �iz
70 16.0"15.5" 9.5" 15.0' 16.0"16.0" 9.5" G,0" 10.5"13.5"16.0" 9.0" 6.0" 10.0"12.5"LG.O"16.0"]0.0" 16.0"IG.O"10.0" 6.5" 10_5"14.0"16.0" 9.S' G.0" 30" �,_ ___ _._ - __100 16.0" 9.0" 6.0" 10.0"12.5"16.0" 9.0" 6.0" 10.0"12,5"16.0" 9.0" 6.0" 10,0"12.5"16 0" 9.5" 6.0" 13,0"16.D" 9.5" 6.0" 10.5"13.0"16.0" 9.5" 6.0" 13.0" 7W 1a5/16"ELCO ULTRACON WITH 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"13.5"16.0"16.0"16.0"12.0" B.0" 13.5"16.0"16.0"16.0"16.0" 16.0"16.0"16_0"IS.O"16.0"16.0"16.0"13.0" 9.0" 16.0" 'WW+• X1-3/4"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" 6.0"16.0"16.0"11.0"16.0"16.0"16.0"10.5" 7.5" 15.0" >U CONC) 62 16.0"16.0"12.5"16.0"16.0"16.0" 12.0" 8.0" 14.0"16.0"16.0" 95" 65" 11.5"13.5"16.0"16.0"14.0" 6.0"16.0"13.5" 9.0" 15.0"16.0"f6.0"10.5" 7.5" 15.0" UI ¢W oU m Z70 16.0"16.0"10.5"16.0"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" 16.0"16.0"11.0' 7.5" 13.0"16.0"16.0"10.5" 7.5" 15.0"u 100 16.0" 9.5" 6.5" 11.5"13.5"16.0" 9.5" 6.5" 11.5"13.5'16.0" 9.5' 6.5" 11.5"13.5"16.0"10.5" 7.5" 15.0"16.0"111.5" 7.5" 12.5"15.0"16.0"10.5" 7.5" 15.0" W 3
1/4"304 SS POWERS TAPPER 1-1/2"MIN EDGE DISTANCE _ 3"MIN EDGE DISTANCE W m 3
W/1-3/4"EMBED(3000ps1 C1 C2 C3 C4 CS CI C2 CJ C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 �C2 C3 C4 CS N 3 u
g MIN CONC) 43
�@ 5 6.0" 4. 6. ' 8.5" .0"12.5" 7.0 4.0 6.012.5" 7.0_ 3.5" 5_5" 16.0"16.0"_13.5 16.0"16.0"16.0"14.0" 8.0" _12.0"16.0"14.5 7.5" 4.5" 8.0" 11_5" W e
.0"3 14
6.5" 14.0" 9.0" 4.5" 3.0" 4,5" 9.0" 6.0" 3.0" 3.0" 4.0" 16.0"16.0" 9.5" 13.5"16_0"16.0" 9.5 6.0" 9.5" 16.0"12.0" 6.0" 4.0" 6.5" 8.5"_ Cl
W a�
62 11.5" 6.5" 3.5" 5.5" 12.0" 7.0" 6.0" 6.0" 3.0" 3.0." 4.0" 16.0"13.0" 7.5" 11.0"16,0"14.5" 7.5'_ 8.0" 8.0" 12.0"12_0" 6_0" 4_0" 6.5'_ 8_5"
Y 705_0" 3.0" 5.0" 10.0" 6.0" _3.0"j 3.5" 4.5" 6.0" 3.0" 3.0" 4.0" 16.0"10.5" 6.5" 10.0"SG.O"12.5" 6.5" 4.0" 7.0" 9.0" 12.0" 6.0" 4.0" 6.5" 8.5"
100 6.0" 3.0" 3.0" 4.0" 6.0" 3.0" 3.0" 4.0" 6.0" 3.0" 7.0'• 4.0" 12.0" 6.0" 4.0" 6.5" 8.5" 12.0" 6.0" 4.0" 6.5" B.5" 12.0" 6.0" 4.0" 6.5" 8.5" N
n
o,
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
1"MIN EDGE DISTANCE 2-1/2'MIN_EDGE DISTANCE
Spans Up To U-0" Spans Up To 8'-3" Spans Up To 12'-0" Spans Up To 6'-0" Spans Up To 8'-3" Spans Up L;1,2'-O" w
O LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN m
d = ANCHOR (psl) Cl C2 C3 C4 CS Cl I C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 I C3 C4 CS Cl I C2 C3 C4 C5 Cl C2 C3 C4 C5 w rn <rOMi
1/4"ITW TAPCON WITH 43 8.5" 7.0" 3.5" 8.5" 6.0" 3.5" 6.0" 3.5" 11.5"10.0 5.0 6.5" 11.5" 8.5" 4.5" 3.0" _4.5" 8.5" 4.5" ].0" I,.,
1-1/4"EMBED 53 7.0" 9.5" fi
_62 5.5" J.0" / 6.U- 3.5" / 8.0" 4.0" 4.5" 8.0" 5.0" 3.0" 4.0" 4.0" Z mO 9 t Z uJ'
70 4.5" S.0" 3.0" 6.S' 3.5" 3.5" 6.5" 4.0" 3.0"
4.0" O W
E 1/4"ELCO ULTRACON WITH 43 13.0"10.5" 6.5 13.0" 9.0" 9.0" 13.0"10.5" 4.5" 6.0" 13.0" 9.0" 5.0" 3.0" 4.0" 9.0"
1-1/4"EMBED 53 10.5" 6.5" 10.5" 6.5" 6.5" 10.5" 6.5" 3.5" 5.0" 10.5" 6.5"; 3.5" 3.5" 6.5"
62 8.5" 9.0" B_5" 4.5"� 4.0" 9.0" 5.0"�. 4.0" 4.0" 3.0" c
o _
m 70 7.0" 7.5" 7.0" 3.5" 3.5" 7.5" 4.5":/ 3.0" 4.0" 3.0" N a
; 100 4.0"� 3.0" 4.0"; 3.0" 4.0" 3.0" }R
O 1/4"M1LLENIUM MILLFAS'f 43 12.5"10.5" 4.0" 5.0" 12.5" 9.0" S.0" 9.0" 5.0" 4.0" 13.5"11.5" 5.5" 7.5" 17.5"10.01 5.5" 5.0" 10.0" 5.5" 4.5" o
m ANCHOR W/1-1/4"EMBED53 10.0" 6.0" 4.0" 10.0" 6.5" 6.0" 4.0" 11.0" 6.5" 4.0" 5.5" 11.0" 7.0"
62 8.0" 4.5" 8.5_' S.0" 4.0" 4.0" 9.0" 5.0" 5.0 9.5" 5.5"
70 6.5" 7.0" -4.0" 4.0" 7.5" 4.0" 4.0" 8.0"
6 z 100 4.0" 4.0" 4.0"
= u 1-1/4"MIN EDGE DISTANCE 2"MIN EDGE DISTANCE
a: 3 1/4"ALL-POINTS SOLID-SET -- - ' --- - -
O ANCHOR W/7/8"EMBED& Cl C2 C3 C4 CS Cl C2 C3 C4 CS C1 C2 C3 C4 CS CI C2 C3 C4 CS CI C2 C3 C4 C5 Cl C2 C3 C4 CS o
3 n
0x 1/4-20 5S•LF.Ar-CH�INE SCREW 1740030 155..050"_13.0 35..50" 6.0" 3.0" 4.0 1831..050" 565...0" I'll.
.0" 5.0" 16.0"16.0" 160..0" 16.0"16.01.10.5.".�5.0" 7.0" .50"11.0 5.5" 4.5" 8,5"
9. " " .03.5" 17_0" 6.0" 8_0" 160"14.0" 7.5 4.0" 5.5" 13." 0 4. 6.5"
.0" 5_0" 3.5" 16.0" 9.5" 5 G.5" 16.0"11.0" 5.5" 3.0" 4.5" 9.0" 9.0" 4. 4.0" 6.5"3
B. 165.5 4.5"j4.0" 7.0" 9.0 4.0" 65"53 4.0
62 45" .0 45 .0 4.0"
3 9.0" 4.5" 4.5"
5sqx
e[l
ra
6.5" 9.0" 4.5" 4.0" 6.5"
3"MIN EDGE DISTANCE 4'MIN EDGE DISTANCE + 3
5/16"ITW TAPCON XL WITH --
m 1-3/4"EMBED CI C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS C1 C2 C3 C•1 C5 Cl C2 C3 I C4 C5 Cl C2 C3 C4 C5 ;[@
43 16.0"16.0" 9.0" 12.0"16.0"14.0" 7.5" 5.0" 8.5 K. 8.0" 4.0" 3.0" 5.5" 6.5" Py5
15.5" 9.5" 6.0" 9.5" 15,5"10.0" 5.0" 6.5" 10.0" 6,5" 4.5" 4.5" gGq
62 13.0" 7.0" 4.5"
8.0" 13.0" B.0': 4.0" 5.5" 6.5"
70 10,5" 5.5" 4.0" 7.0" 11.0" 6.5" 5.0" 5.0" 6.5" 4.5" 4.5" e
yy e
100 6.5" 3.0" 4.5", 4.5" 6.5"
1-9/16"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE
5/16"ELCO ULTRACON WITH Cl C2 C3 C4 CS CI C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS C1 C2 C3 C4 C5 CDF(RW FRAMLB08UADOP.E
1-I/4"EMBED 4312.0"10.0" 12.0" 8.5" 8.5" 16.0"16.0" 8.5" 11.0"16.0"15.0" 8.5" 7.5" 15.0" 8.5" 7.0"
53 9.5" 6.0" 9.5" //6/.0" 8.5" 16.0"11.0•' 6.0" i5-2339
7.5"j/ 7.0" 1 4.5" 8.5" SCALE:
7.0" 7.0"
_...__..
5 70 6.5" 7.0" 11.5" 6.0" 6.0" 12.0" 7.0" 7.0" PAGE DESCRIPTION:
EE 100
g ANCHOR NOTES:SEE SHEET O
9 FOR ANCHOR NOTES.
S