HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3
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FL# F.L-1=3,7r5;7�2R51!
Application Type Revision
Code Version r20-1P4
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 Bennardo
frank@engexp oc m
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
CategoryShur ers
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 Frank L. Bennardo, P.E.
developed the Evaluation Report
----
Florida License PE--904654T-------------- --- --- -- - - - -
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 . ,F!_;_ 5:
,...
FL 3757 R-5 CQ' In,Je ;df
F!'3757 R5 COT Inde,D
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=wGEVXQwtDgvgk7yHMuovb... 33/14/2016
Florida Building Code Online Page 2 of 3,
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
Lj R'5
3,570
.......... E V
I'v,
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
JFL# IlModel,Number or Name Description
113757.1 168 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes PI-13757 R5 11
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 FL 57..R 5 A= E v a 1.FA f
span/pressure combinations and additional limitations of Created by Independent Third Party:Yes
use.
�;�2,`�-�-_'�-, 116:8-Streanjrffie7SKuder Large missile impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL-137.57 R5 11-1 Dvvo 2.Dd'
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 FL13757 J."I AE Eval 2.ndf
:span/pressure combinations and additional limitations of Created by Independent Third Party:Yes
luse.
13757.3 �E.A. ential 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 FLI 75-. 'Q--; E.
S
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-p-rTdG�t--d-r:Yw-lrig-for additional information; =7 r' -, -3,-,,-!
1`1�5 4;:-Eva!
,anchorage,etc. 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 20D7-2013 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.
* email
to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department
with an eail 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:
http://www.floridabuilding.org/pr/pr_app—dtl.aspx?parana=wGEVXQwtDqvgk7yHMuovb... 3/14/2016
I
I
ANL DO P.E.
6.8 STREAMLINE SHUTTER a�N
GENERAL NOTES: i FOR USE WITHIN AND OUTSIDE THE HVHZ ``� • ''
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCdRDANCE WITH THE FLORIDA BUILDING = ? No.46
CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCIr HURRICANE ZONE,AND THE
INTERNATIONAL BUILDING CODE(IBC1 AND INTERNATION L RESIDENTIAL CODE(IRC).THIS SYSTEM UNLIMITED WIDTH
MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACT ITIES AS DEFINED IN ASTM E1996-09. �'•, A QFp IQQ
SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATI N.
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATE FOR USE WITH THIS SYSTEM SHALL BE SECTION a
DETERMINED PER SEPARATE ENGINEERING 1N ACCORDANC E WITH THE GOVERNING CODE.PRESSURE
REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH A CE 7-10 AND CHAPTER 1609 OF THE TOPTRAC�ffi77 -lv
FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL 0 THE POSITIVE OR NEGATIVE DESIGN /1 1� D:
PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY AS EMBLY AS SHOWN, w= x w
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 20 /202/203 AND ASTM E1886/E1996/E330. Q u I l9 9 a
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 L9 y m$w°g
SAFETY FACTOR. Z N R M
5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION IFROM GLAZING REQUIRED FOR ALL WIND W .,9 m 3
ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW 3°19
CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. NV a 3
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND u, o w"
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. n O w
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE va w +o
$ DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR a
WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7„IA DIRECTIONALITY FACTOR OF Kd=0.85 u
SHALL BE USED.
S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NO FIPROVIDE INFORMATION FOR A SPECIFIC G
N
$ 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL w
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION RPORT SUBMITTED FOR THE SAME
PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMEN S SHALL COMPLY WITH CHAPTER 41�ewaR 61G15-23 THE FLORIDA ADMINISTRATIVE CODE.10. THESE APPRR TOVAL DOCUMENTS ARE SUITABLE 70 BE APPLI D BY HE CONTRACTOR PROVIDED THECONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONSIDETAILED HEREIN AND THE CONTRACTORVERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM rn rn m
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. o�.ro 0 m
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL Iviia 11111 O z 2 a c
DOCUMENTS. HURRICANE PROTECTION
12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING. BOTTOM g s 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 GRAFITING HIS/HER APPROVAL. LOCKING MECHANISM,SEE a
13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABEL D WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS c 3
INFORMATION: TOWN&COUNTRY INDUSTR ES TYPICAL ACCORDION p
FORT LAUDERDALE FL
MISSILE LEVEL D-ASTM E188�,EI 96&E330 1 SHUTTER ELEVATION
TAS 201,202&203
FLORIDA BUILDING CODE APP OVED TABLE 2' 1 N.T.S. EXTERIOR ELEv
14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM A L7OY,U.O.N.,WITH A MINIMUM Fy OF 25 •
15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SF}ALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS
LL 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. ■
16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONISTING OF THUMBSCREW,PUSH LOCK OR HVHZNON-HVHZESSENTIAL "
BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES
17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED A' FI LD CONDITIONS REQUIRE.is. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS
19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN,RADIUS OF 10". SPAN E
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 5 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE d
A 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE 3
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" 1-518"
99" 3-112" 1-718"
TABLE 1• 3-518" 1-7/0" I� q
Y 120" 4-118" 2" 4-1/4" 2" d egggg
TABLE 1 NO ES' � g g9
ACCORDION SHUTTER 1. DESIGN ItS SHOWN IN"ACCORDION 5" 2" �6
SHUTTE SPANAN SCHEDULE'
144" 4-7/8" 2"
2
SCHEDULE"ABOVE ARE TABLE 2 NOTES: e
MAXIMI++..ALLOWABLE DESIGN PRESSURES ' •&
SPAN SCHEDULE AT EAC"RESPECTIVE SHUTTER SPAN. 2. DE NNOTTHVDHZI DEFINED NED AS A AS L1. ALOCATIONSCOUNTY OT ER HAN MIAMI D DE COUNTY AND BROWARD COUNTY WPYPG rtIR4a Les�X moP.E
POSITIVE NEGATIVE 2. LINEAR NTERPOLATION BETWEEN SHUTTER PCORT07�- 15 2339
SHUTTER DESIGN DESIGN SPANS I�HOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND
SPAN PRESSUREPRESSURE BETWEEN I7HOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SCALE:
DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PAGE DESCRIPTION:
MU IPSF) 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 1-5/87 WHEN>30'
ABOVE GRADE. °F
99' 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN HOSE
120" 53 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
144" 1 43 40 E1996.09.
c
a
I
II -
I `
I
I
PROJECTION VARI S
0.115" " 4.874"MAX. j `
o i 0.062" 0.450" N 0.080" D L
T O.i2S• I f-1.830' 0.062" `i y*-
9
1. 08" 0.100" z
ro 1.708" 0.100" `� I --j^ _L 0.080" O.tl6,_ 3"_t .Z, M g
0.195" o }----^2.820" v a
1 O.195' Or 096"T -----t- 0.060• 0.070" 0.060" 0.062" I}I-- 1.908"--{ �,(•� •"z
to 0.125" I 0.630" 0.630* 1.993"--{ I �i��r'�"• ,'+ St
0.062" v 0.062• �� -�- 0.143" I I 0.096" ._/[mss R!d
0.630" ti 0.630" - -'ir `Sia '@i
__L.•-' .069"^{ 4.971° }0.971'1 0.143" 7!! / I S��v�a�CC
..�.. �`'t� 0 60" 1. 7o-4 0.630" }U ul
0.062 Ta.200" 0.052" `R.2a0" O.OG 0,630" 0.06 i� 0.062" {'F71
1-1.069" �i. fi�"-,� 1" i LGJ(� NAl 0 W i
4200' ,.� 0.06Y 0.200' W
i SUPPORT LEG OPTIONAL D.0662"
1.069" -i_3 u m
5.745"MAX, I �-1.469"� N 3 y
5.745"M 3
Wg_L "' 'J 2 BUILD OUT WAL 3 STREAMLINE CEILING TRACK } STREAMLINE WALL TRACK HEAVY HEADER/SILL LITE HEADER/SILL o
- SCALE:HALF SIZE SCALE+HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE
nlE�i1AL'F'5RE SCALE:HALF SIZE
WHERE SHOWN,SCREW BOSSES G
&FELT GROVES ARE OPTIONAL
ON ALL EXTRUSIONS
0.o8c i74"�_ 1...0Z. 5 --
0.875"
2.195, 0.510" O
29.1951.2MN30
0.060" " n7{• .O. (1�1 4. 0.044" -'•�F���1j"yWK�Z
S.
L
T 0.05"--
0.7 2.655" 2.362 O
v S=k�
Oa
a` 0.10 4.64 z!9
1.069"1.069" .B3iO 4.51x" c
i n %n 1 JE 010 0.:075"69" . 5" 0.075"
0.105"
O.LaS" r�c
M,S
4.510" ¢
NOTE;TESTED THICKNESS OF '
a 0.781" { �---4.510`"-^--t �--,3.506" OARS META WJO PAINT tS 0.039"
SILL ADAPTER EXTENDED SILL p EXTENDED SILL ADAPTOR i ADJUSTABLE SILL BOTTOM o 3'6;8``51 REAMLiN A'7%BLADE ( (`�_.iT2
�]
SILL O SCALE:HALF SIZE SGALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE
SCALE HALF SIZE 7
SCALE,HALF SIZE �
ab
iLi0.477" 1.570" Oslo, y� •aba
0,143" I 0.143" v 0,590" 0.34f*� .06 D.070" 0.245" O��'%I � 4
1.708"- 0.143" 0.09b
0.06 0"
O. 7"
�om4.080" f1
0,090" 0.096,
4.510 0.080"t-0.180" � a t
q
w(
g{S
�i
" OMt'mCIrtFPka(,
0.080"
0.682" 0.630" 0.060'
0.044" q� 15-2L38BE3MgW9�0'4Z0" scALe:
NOTE:THICKNESS OF BARE 2.82 g
m
OPE
METAL Wj0 PAINT IS 0.039" PnoE oescRienoNe
15 6,8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SILL 17 13.8.:STAR:TER:-^'�s �g WALL SILL CLIP �gb WALL SILL
SCALE.HALF SIZE SCALE:HALF SIZE +•a y,,,..SCAL•E,-HAt'F`St2E- SCALE:HALF SIZE SCALED HALF SIZE
I ,
i
I
i
j
{1
i°
I
oum 9z"
0.125" O.610ST INLESS STEEL •28aiI 1" NYLON WASHER OR
'
4 0` ALUMINUM 0.357" ""•v-` J!
ASSEMBLY 0. 50" I�,jI. 2 %
r 0.320"p HOLE o 0.276"{-j' ¢,
a c z� N N 10 x 2-3/4"410 HT S.S.
v d w INSERTS SCREW W/TC ULTRACOTE T--- 0 591" rµn, x,
N 0.880' 405 I WHEEL 0.324^o INTO COATING "�Q'p
* TRACK (TYP TOP&BOTTOM) �v
1,100` 0.240"
NYLON BUSHING W/WASHER: 1i
I _ I TYP.AT ERY OTHER 0.750" 7/16'0 x 1/2"@ INTERIOR JOINT TOP 0.154.4 0.137' '17j/t7 'j 1ti g
z-- 5 MAX-----I 0 870"
70jt�T AT TOP 7116"0 x 1"BINTERIORUDON JOINT BOTTOM
_ I _ CYLINDER SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR _ I U S�'�e"I
*L y ` HOUSING ZINC DICAST POWDER COATED } a
{scnLE HALF S ZEA i' 22 ROLER ASSEMBLY = F 2¢ BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT (ry!ryy z r Q
�T SCALE ALF`StZE NOTE: MAV B,E KEY OPERATED OUTSIDE SCALES HALF SIZE SCALE,HALF SIZE W
OR KEY/THUMB-TUR.N OPEFtA7£D INSIDE WWW r 9 i z zp
}0.250" 23;BRASS PUSH:=LOCK and 3
a O
+s ROASS .78"
1742" 0.2aG" 21.2"
4.000" 0.236"
RO.500" 1.710" 1.224
" 0.267"
0.500"
"0.623*
.0 0.531"
0.531"
4eni
"
0.064"
0.- -
6=7 0.607"
4 0.224" vi h m m n
0.240" LLo0->pymjNrn,
1t
pp0
"RAINGUARD 2$ DECORATiUFCOOR . " . "2SCALE+HALF SIZE QSCALES HALF SIZE 1.001 0.062" 0.062" 0,062" ¢�
CM"OMro
3.476"
i
0176" ¢
". UNIMATE= Otte=:'� 31 MALE BOX CENTER 32 FEMALE BOX CENTER
3D' �`)Ea
SN( E F5Z[-SIZE SCALE,HALF SIZE SCALE+HALF SIZE
g5
Io4
}---ssoo"x 13/16"WIDE F-{-0.
7116"0 STAINLESS
L
A 167" """� STEEL NUT
6,r 4 O'�,
30
0.438"
0.388" 5/16-18x1 MACHINE SCREW v u�0a
A L 5116"0 INTERNAL STAINLESS STEEL
T-- 4.Sa0" f"-}0689" POWDER COATED,ZINC DIE-CAST THREAD
HEAD STYLE VARIES L
DELTA M�ODEL 2Oy2 SECTION '� 36 .T=L06 *A't1APTER 1' 37 T-SCREW INSERT 3g THUMB SCREW 0.254^ 40b 40cINDUSTRIAL SYSTEMS �(OPTiONAL} SCALE,FULL SIZE SCALE:FULL SIZEBOX LOCK SCALE,HALF SIZE 9 END STRIP 1" o o g i l ,' g
SCALE,HALF SIZE I f...--2.000".----f 2° & 3" EXT s
1
}-- .625" (^^3.500"--^f I I-0.125"SCALE, HALF SIZE
f3 `` '(I' 0.125" y
O.OSO" 0.093" I liffi
0.125" ?; @4 E
°. 0.085" o 0 a13 i¢ .� E
` 4 .125" COPTRbIRFP,N4(L e[1at4mOPF,
g 4.093" 15-2339
0.250" o 4.08s" ri -
SCALEt
6 � ' � ➢At3E DESCRIP720N' "
7.000^ SALT._1":END-STRIP.,_.�' 21 1.5"x3"x0.093" ANGLE 25 2"x3"x0,125" ANGLE 99
39 2X7rANGLE 20 SCALE`HALF SIZE a� SCALE,HALF SIZE SCALE,HALF SIZE
SCALE,HALF SIZE
t.
t
I
i
SC i DULE @ IEI-D.C.
EDGE DIST.EXISTING 01ST. N{V�gq�/��i��
GLAZING' °.Olq+/��Y :.
SEE END STRIP
o n SCHEDULE FORM
EMBED. 17 Qg A •ANGLE II 11 EMBED y� ry SPAN WHEN USI Ic o ONO LEG D RECITON G 20,40a,40b OR c,
(INTERIOR) G F, 1/4" OR 6.0 STARTER Ta �J
17 17 MAX. WITH 21 OR 25. Q Iq,;.m:
c MIN.0.062"THICK 6063-T6 ALUM. i� ,4i7•i� ��
EDG 1 30 ANGLE I"x 1"MIN.TO Z"x S"MAX. 21 25
(ANGLE LEG MAY BE REVERSED) FA)STEN ANGLE TO TRACK W/ w a
DIST. x€
B r Y ANCHOR PER ANCHOR�. �26RNER,TOP&BOTTOM•AND Q Q L9
+ .SCHEDVLEi@°CLB 0 C:; �1 OS
13 ATTACH TO 6.8 SYART ER W/ M DI W o
13 412 x 1/2"GALVANIZED OR S.S.SMS, 012 x 1/2"GALVANIZED OR Z iv O
i 30 S.S.SMS,3/16"0 ALUM.POP A Ill
3 m
6.80"(TYP.) I j 3/16"fl ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE W
USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18'o.c, ALTERNATE END STRIP DETAIL DOLT✓ NUT @ 18°O.C. 3�•'•- U
(EXTERIOR) 5/16•I8 UMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE In 3 ><
INSERT 37 AT 1/3 SPAN TO 2/3 SPAN SCALE,3"=V-0" ANY TRACK W/ o w
TYPICAL PLAN VIEW FROM Bo OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. °O
c HOLE SHALL BE 3/8"MAX WIDTH,UP TO <
SCALE,3"=V-0" 1"HEIGHT. SF SPAN
1"BIO(2.7") 62 Og"
7 00" ri
® 82 94" n
USE(i)BRASS PUSH LOCK 112 75" �Jl
OR(1)5/16-18 THUMB I 2 5"
SCREW Ip1.�0 THREADED LOCKING DETAILS FOR 2'B/0(3.7'� 62 95" SEE END STRIP
INSERT 1371 AT 1, SPAN CENTER MATES 72 -g .9 2
TO 2/3 AN FROM ® 2 SCHEDULE FOR MAX.
BOTTOM OF SHUTTER. SHOWN ON RANDOM tl N d
d RECEIVING HOLE SHALL BE 30 DETAILS 3"B/0(4.7") 62 -a" �(l1 SPAN WHEN USING
3/8"MAX WIDTH.UP TO 13 ® 72- 9 4 F 20,40a,40b OR 40c, m
g, 1"HEIGHT, 30 4'• 000 F 1/4" OR 6.8 STARTER 'L. o
A AL(1"810 �2 0" Fh [MAX. WITH 21 OR 25. v§O
2.7 -9-5-
112
i7i C]=4 K
B 9 O Zm<
I 20 12 81` 40 40 USE APPROPRIATE
_ STARTER STRIP TO
a - - - 1.5'x3" 45 93" 40 20 PROVIDE CLOSURE E
13 x0.093" 52 87" FOR
ni
3 60 II, BUILDING CONDITIONS.81" F 3 g
it FASTEN STARTER STRIP 9 0
A I (INSIDE) ` 70 _9 ' TO TRACK W/(2)010x1" v
2"x3" 45 39" SCREWS AT CORNER,TOP
0.125" _ z9' ALTERNATE ENDSTRIP DETAIL a BOTTOM.
r 13 � SCALE.3"=T-0" ANY TRACK W/SCREW
H F' I ae Bo 6 6, BOSSES.
pSILL FOR GREATER SPALLS OR LOADS THAN
g V) I I SHOWN IN END STRIP SCHEDULE,END y
3 O V) STRIPS ANGLE
AN USING ANY ANCHOR ON THE
1ID -5��
EXISTING GLAANCHOSS _ Bbl jfi
w Z
SCREW OR
dT TO
END
SC0.EW 00.1/4-10 DOLT TO END STRIP.
= I USE(11 BRASS PUSH LOCK 3D USE 111 BRASS PUSH LOCK INSIDE i
6 OR 11 5/16-18 THUMB OR(11 5/16-18�T{HUMB ( )
N I SCRgy/1 D Tf{BEADED 30 13 F� INSERT I370AT 1%3 SPAN SILL
I ILa..�ul INSERT 7 AT 1/3 SPAN Yppyy IN 2/3 AN FROM J
BOTTOM SHUTTME R. 91 g BOTTOM OF SHUTTER ,( a
RECEIVING HOLE SHALL BE (OUTSIDE) s s
3 HEIGHT, 3
MAX WIDTH,iP T
O TYPICAL OUTSIDE CORNER CLOSURE _ __ _ n �
9 CCi DETAILS WO/CORNER POST 35 31 a " t
A
NTS 13 30 OOPfP1f,IRRUIMLPEhNMDOPE
1313 23
`SILL 31 z 15 (OUTSIDE) 15-2339
€ USE(1)BOX LOCK AT 1/3 SCALgi
s SPAN TO 2/3 SPAN FROM PAGE DISC131PnoN:
ry BOTTOM OF SHUTTER
TYPICAL INSIDE CORNER CLOSURE F!j
CC2 DETAILS WO/CORNER POST �a� MULTIPLE SHUTTER ASSEMBLY
A NTS :2 PI SCALE.3"=1'-O"
S Oi iC f-1J Iy-
�
REFERENCE ANCHCl CONNECON OR EXISTING HOST ````
SCHEDULE FOR MAX. STRUCTURE
_ SPACING7' MAY_ ',•� �� i7 JC..
Cl CONNECTION TYPE t/4-20 MACHINE BOLT
REFERENCE ANCHOR I/2""® W/NUT(0112"O.C.OR
/ \ SCHEDULE FOR MAX. 4414 SMS(d 6"O.C.
SPACING TV, (TYP.TOP&BOTTOM) ,Q
2 FASTENERS ALUM. BE , 9O TAI -0
EACH ANGLE 6063-TTii ALLOY I F; ��� I���`
SEE FOR SIZE. �, .I C7 V) S OR 6OR
6
ALTERNATE THRU BOLT
OR 2".2 x 1/8" I/ - Cl CONNECTION TYPE o _ W 5�6 I
ALUM.ANGLE 0 r + REFERENCE ANCHOR MN GLASS a a r�FI�I >< a
SCHEDULE FOR MAX. SEPARATION 13 W u 1:J a W z d
THREE 3/16"0 ALUM. ° 13� r � '�� SPACING PER TABLE jaZw 7v NQ�wag
POP RIVETS OR II GLASS = am WIW` '+W 3
THREE 012 SMS,TYP. ° 17 A I OR DOOR H N N a 3 3
• 3/16"W p.LUM.POP I �� ¢=a~ In Il!
x
17 RIVET OR 012 SMS EFw owe
TABLE A(ccT> [01 18"O C.(TYP.) \ti = // A(�RN�\\ 2 F-
3/16"0
/ ti p
�5]0 OR = a
PRESSURE,x ALLOWABLE LENGTH
MAY USE MALE OR m
2°z2'xl B' 3No"xRr1/B' OI
�
PST N°B/6 0 FEMALE LOCK-SLA W o
62 130" 186• 13 ALTERNATE THRU BOLT LIA�
1/4"MAX.FROM PIN rLj
C5 CONNEC71ON TYPE Cl CONNECTION TYPE GUIDE TO BUSHING
7z 124 O9 CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR IF; -T WASHER(TYP.) n F
60 82 119" 171" NTS SCHEDULE FOR MAX, SCHEDULE FOR MAX.
d 92 Ito' 165^ SPACING I 1 j a$
101 110- 14x3/4•'SMS @ 9"D.C. 1-ll O n
ANGLE TO TUBE CONNECTION va rn a m
IZD 104• 14r z"x z x.tzs ' '
15o gT 131• TABLE B(cc4) EXISTING HOST EMBED. 6063-T6 ALUM.TUBE z g 8
200 88' Il-0' PRESSURE VS ALLOWABLE LENGTH STRUCTURE
5 CONNECTION TYPE v`
g2,xrx3'x3"x1/B" EDGE DISTANCE REFERENCE ANCHOR a
B/ o
PSF WITH B/O WI. 0 SCHEDULE FOR MAX. c
$ SPACING �•, E w
62 Ila• 166" •S 7
n l9r !sr FASTENER(03 18"O.C, Cb ALTERNATE BUILD OUT MOUNT SECTION 3
m (USE ANY ANCHOR SHOWN a
.§ 61 fol" 14r IN ANCHOR SCHEDULE). SCALE 3"=1'-0" m
92 95" 1391 v
7[�
S 102 9D' 132' o
h IItU BI' 112'
150 74° 109' w
200 64' 94" a F~-J m
J 2"x2"x �7
LL 3/16 RIVET OR 012 SMS - 1- X02
-3° .090"6063-T6 7'� L MNGLASS 13 ] N w(°1 1B"D.C. OR 1/4-2 17 ALUM.TUBE TYP. EPARATION Z zx'-NUT&BOLT(TYP.). PER TABLE ]n OW3/16"�ALUM;POP JALUM. TUBE RIVET OR 0�2 SMS
GLASS 2 >< z Q f!°g
Y OR DOOR
6063-TB ALLOY @ 1B"O.C.( YP.I I E o D,
SEE TABLE B FOR SIZE. "x 5"x 7/B" v w wag 3 3
2 FASTENE S CONTINUOUS b [[[
✓nn EACH ANGLE: LUMINUM ANGLE .I Il q I 4
1"x 2"x,093"6063-T6 PTIONAL ANGLE INSIDE
ALUM.ANGLE,TYP. THREE 3/16"0 ALUM. RIENTATION TYP. 3 16 a4
>� 0 POP RIVETS JOR ArA
17 w - '6 e @
17 THREE 4112 SMS,TYP. w
0 1"x 2"x 1/B' 4 CONNEC110N TYPE
OR UM.
/e" � 5
13 ° ALUM.ANLL SANCHOR
CHEDULEEFOR MAX. ,R e
USE MALE OR FEMALE SPACING COPIACJOFRNNILM!tMPE.
LOCK-SLAT EXISTING CONCRETE, 15-2339
13 13 BLOCK OR WOOD FRAMING
FCALet - 7 -
.6 I (OUTSIDE) INSIDE SILL MOUNT SECTION PAGE DESCFUPRONI
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
MACHINE BOLT&NUT SCALE.3"=l'-0•' �9
El0 18"O.C. /
1
[ AM9P KE
CS WREFERENCE nANCHOR EXISTING
ON TYPE
Zo j SCHEDULE FOR MAX. STRUCTURE
0 o SPACING Q7 [�. •1
GLASS ¢¢w^ GLASS ¢ C7 CONNECTION TYPE 5"MAX. 1/4-20 MACHINE BOLT
OR DOOR F OR DOOR w w❑_ SCHEDULE FOR MAX. 19 EFERENCE ANCHOR #14-SMS_ 12 O.@.ORa
=w Q MN 13 M ❑' SPACING . '@^a„6'�O:C
nN 13 h GLASS N ti Z 1�Z" (T-YP`TOP 8 BOTTOM! r �m
1/4"-20 THRU BOLT W/ GLASS X m EPARATPER I t7!M< O''
EPARATI <_¢< 1114 x 1/2"SMS[la 12"O,C. z M Z F- w
LOCK NUT p 12"O.C.OR PER L F-'w F- OR 3/16"H ALUM.PDP TABLE 2 a < Ln [)OR(6�OR/ ;^b
12 x 1/2"SMS @)12"O.C.E.S. L7 •n ❑ U3 J S
OR 3/16"0 ALUM.POP TABLE 2 Z F- RIVETS 1 6"D.C. OR 1/4"o E M w o OR 6 / w �e U
W U ALUM.POP RIVETS 12"O.C. /� gF 1.".4
RIVETS(dl 6"O.C. E.S. u i < ¢ I � a
R 1/4"0 ALUM.POP RIVETS / 11 AND 3O r w CoFQ >¢U LL w
12"D.C.E.S. 1/4"MAX.FROM PIN ASSEMBLY SEPARATION MR GLASS F. >? LJ;•4 W o z 0
@ / 1/4"MAX.FROM PIN w F- j]W'[' < U
1/2"TYP. GUIDE TO 5 ING PER TABLE 2 73 F~- i❑- Z u m O w°
O9 AND OO GUIDE TO BUSHING c WASHER ITYP.) M w w N O
ASSEMBLY WASHER ITP.I w GLASS w F z I m W W
/ 1/2" 1/2"TYP. EXI TING CONCRETE, E 3 CONNECTION TYPE OR DOOR— °M< 3rL
o
BLOCK OR WOOD FRAMING "' Xz C!z F- M K
m EDGE REFERENCE ANCHOR < ¢< w
w / SCHEDULE FOR MAX. ❑m o w••
4 ONNEC710N TYPE DIS SPACING Y u M ❑
REFERENCE ANCHOR
/ EDGE SCHEDULE FOR MAX.
DIS SpAtING AS SHOWN
+5 3 CONNECTION TYPE IN DIAGRAM ON PG.9 w v~i 5 OR 6 OR G
REFERENCE ANCHOR EXISTING CONCRETE, w ❑ 3 0 6
SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 1/4'•MAX.FROM PIN
/ SPACING.ALT.FASTENER /
/ ® LOCATION.FRONT AND Cl CONNECTION TYPE GUIDE TO BUSHING
FROM BACK ANCHORS NOT REQ'D O INSIDE MOUNT SECTION REFERENCE ANCHOR 1/ O WASHER(TYP.) 6ja tl LL
U WITHTHIS LOCATION B SCHEDULE FOR MAX. 79
PIN GUIDE TO SCALE:3'•=V-0" SPACING S=CONNECTIONrTYPE- m
¢�
BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR_- ?c G n
(TYP. SCALE.3 E FOR MAX.1'-0" EXISTING CONCRETE, PACING 0 m
BLOCK OR WOOD FRAMI EMBED. O zm 6 m°.
/ CQ 6UIL1)_00T7MOUNT-SECTION<-- u<
e — TYP. BOTTOM EXISTING CONCRETE, SCALE,3"=1'-0" `O f
BLOCK OR WOOD FRAMING
U 1? o J
mEDGE / g
NOIST M1 CONTE FOR DETAILS A,B,D.AND E ON THIS SHEET, EXISTING 3
CONNECTION TYPE STRUCTURE m
THE BASE TRACK MAY BE INSTALLED IN SECTIONS EMBED.
WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS c REFERENCE ANCHOR .-5'CONNECTION TYPE < `IR
A MINIMUM OF TWO SETS OF ANCHORS AND IS A �" SCHEDULE FDR MAX. 'REFERENCE ANCHOR
MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK .W SPACING SCHEDULE FOR MAX.
USED WITH THE BASE TRACK MUST BE CONTINUOUS - SPACING L 1 S
OVER THE GAPS BETWEEN SECTIONS. 3 16 &RO L I
r 1/2., 'l''
¢ Iw7F:u C, N
GLASS w F j w 0
F7 OR DOOR _❑,• ¢
¢ GLA55 13 H
w H72 x 1/2"SMS @ 12'• EPARATI ❑ M i W w JIB b
O.C.OR 3/16"B ALUM. PER lin Zwm Ips ~M io:- g°€
hw�D POP RIVETS @6"O.C. TBLE2 oZF<- GLASS ORu 13 ❑ '4S.
F'Gl i w e- OR 1/4"H ALUM.PDP X ¢ MK GLA i i Z V
Ca M w < 0< DOOR— M~OMm
13 = x u RIVETS 12••O.C. E (L L7_ < g
m MN 0.A55 i F Z
um Cm w M PER TBLE 2 z❑ F-
M rr�:
SEPARATION L7 4 < w Q w¢Q o S'C if
PER TABLE 2 X Z❑Z F- L J a n
1/4-20 S.S.MACHINE < o< Q AND OB 1/4"MAX.FROM PIN
SCREW b NUT ua ASSEMBLY w •"
ut Ll° u VI 1/ .• 1/2" GUIDE R BUSHING
12"O.C. TYP. WASHER(TYP.) w F'.. 6
GLASS < I ❑ 4 1/4"MAX,FROM PIN � e
OR DOOR 1/4"MAJ(�.FROM PIN m w ❑
X GUIDE TO�BUSHI G w 4 CONNECTION TYPE 1/2" GUIDE TO BUSHING $
>2 5 6 E WASHE�(TYP.I EDGE REFERENCE ANCHOR 4 WASHER(TYP.) R ,g
< EXISTIN 'CONCRETE• piS SCHEDULE FOR MAX. r----_ �PYAI(pRFPAM(LBDMMDDPE.
r i BLOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN 2 CONNECTION T E 15-2339
FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG.9 =REFERENCE ANCHOR
OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. scALE:
e "x 3"x 1/4"CONT. 3 CONNECTION TYPE #12 x 1/2"SMS(1° 12" SCHEDULE FOR MAX. SPACING PAGE DESCRIPTIONI
063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"B ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE, _
E
MAY BE REVERSED SCHEDULE FOR MAX. OCATION.FRONT AND BLOCK OR WOOD FRAMING
POP RIVETS(a1 6"O.C.OBACK ANCHORS NOT REQ'D
•
NG
S SHOO OR 1/4"0 ALUM.POP WITH THIS LOCATION
WALL MOUNT SECTION @
RIVETS 12"O.C. --— g
WN DASHED) S ACI
D O CEILING / INSIDE MOUNT SECTIONFL WALL/GUILD .OUT
SCALE:3"-1'-0" SCALE,3'•=1•-o•' SECTION` O
I
I,
i
GLASS MN GLASS hc NI 0.00,O.E.
OR DOOR PER TBLE 2'ON 13 U N lac
woo �� .. •','I/7 ///
I-u N GLASS OR
a DOOR
z
GLASS OR
10.
H W 0.U DOOR MN GLASS ,.
X M w JSEPARATION * z
_
<:60:,x SEPI T.
MN GLtu ASS w PER TABLE 2
L U F PERT BLE 2 w F-m w Sii9�'• �`V
F w7 F w�a Ix ~0] // w
-i F in 1=A~ F w
�! L7_Z Z W
m 13 a w¢:n 13 M L0
J°z Ct CONNECTION TYPE X w a m c ILL w
n - 1/4"MAX.FROM PIN GUIDE u a REFERENCE ANCHOR -F 0 z ry p
TO BUSHING WASHER(TYP.) 2B a N SCHEDULE FOR MAX. F u 0. W ..9 S u m
TWO 1/4"0 WOOD .250" -^r7 SPACING am 3 w'^3
LAG SCREWS(n124" C4'CONNEC�TION TYPE 7 j .250" oin wa
O.C.MAX.WITH 2"
(REFERENCE ANCHOR .1 Ow
THREADED PENETRATION
"T"INTO CENTER OF 2X STUDS /p `SPACING SCHEDULE FOR MAX. /0 F- 10
IB\ 8 4
EMB."T' 14 SMS C-)MIDSPAN BETWEEN 11 �
STUDS FOR TRACK TO 1"x 4" EXISTING HOST STRUCTURE /w
PLYWOOD& TUBE CONNECTION / r m
STUCCO FINISH 1"x 4"x.125"
6063-T6 ALUM .TUBE
�+ O,DECORATIVE--FLOOR TRAW— ETAIL OO WALL MOUNT SILL DETAIL w d
THIS DETAIL TO BE USED WHEN STUD SPACING /
d SCALE',3".1'r0 SCALE.3 1'-0"
EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. �-- ��
O WALL MOUNT SECTION THISDETAIL MAY L— �aM -c"'M
A SCALE.3"=1'-0" ALSO BE USED Iii p_ 0
AT TOP
u a
n cid F
E 3�
a ACCORDION SHUTTER � � E
PER PRODUCT APPROVALF o —GLASS it
w ' _� v g
F SEPARATION MR GLASS OR DOOR F- 0 ry�ry
e I O °S
13
vl PER TABLE m �, EXISTING WOOD(G=0.421 75
A AND/OR
BLE AT TOP Z vl L - t
k X a Z TRUSS OR RAFTER
AND/OR BOTTOM a 0. Q a (�24"MAX.O.C.
A3" F ul E M EXISTING FINISH
MATERIAL
r
1/ S 6 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/B"6063-T6 :: : W := ,
2"x 3"x ys"x CONTINUOUS O2.175" TO BUSHING WASHER(TYP.I ALUM.ANGLE W/THREE
06 1/4"TILE(TYP.) 1/4"0 WOOD LAG = n
2"x 2"x
Ye"x CONTINUO1' INISH MATERIAL SCREWS WITH 2-3/4"6061-TG ALUMINUM ANGMINIMUM THREADED3/4"PLYWOOD PENETR."T"IN WOOD(cD 5 60.9"MIN.THICK 6061-T6 ALUM TRACK X '� 1/4"0 A325 GRADE THRU BOLT(0 7"O,C. EACH RAFTER OF TRUSS,ANGLE FASTENED TOFASTENED TO ANGLE WITH I/4-20 �� OR 5/16"0 A325 GRADE THRU BOLT 12"O.C.L C� 24"O.C.MAX.WHEREMACHINE SCREWS AT 3"FROM ENDS '1' ANGLE EXTENDS BEYOND
EXISTING 3 KSI CONCRETEAND 9"O.C.FOR THE BALANCE GALV.OR S.S.HOST STRUCTURE 1NITH n' LAST TRUSS MORE THAN�- 1/4"0 ELCO ULTRACON TO CONCRETE/CMU
y�"O ELCO ULTRACONS ATEXISTING CONCRETE HOST t 5"O.C.W/1-1/4"MIN.EMB, fi". EXTEND ANGLE TO3"FROM ENDS AND 4'O.C. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW(al 9"O.C.W/1-7/B" NEXT TRUSS.
E FOR BALANCE WITH 21'," d.' MIN.EMB, IN WOOD SG-0.42,TO 0.55. F
tAIN EMBEDMENT AND 2yi" MAX.DESIGN LOAD AT S'-0"MAX SPAN: > ,n w w $
MIN EDGE DISTANCE, f 62 P.S.F. EXISTING CONCRETE, J 13 = Z
_ _� �13 e
STAGGERED WITH 3"MIN. HOLLOW BLOCK OR N�0 N Q 00F'fPIGIQ FiwIXLBElII1Mq PE
MAX.DESIGN LOAD AT 6'-0'MAX SPAN: WOOD FRAMING.SEE 2'x 5"x 1/B"CONT. )C z 0 y F-
SPACING,TYP, t 52 P.S.F. ANCHOR SCHED, .r ALUM.ANGLE(6063-T6) a w p< 15-2339
E BASED ON TYPE OF E
Ha BUILDOUT MOUNT STRUCTURE U 6CALfi:
SCALE NTS (MAX.DESIGN LOAD i 72 P.S.F.) a eAee oescRlvnox:
PASS THRU DETAIL
F HbO TRUSS MOUNT SECTION D-1SCALE:3 1'-0" SCALE e 3 1'-0"
EXISTING HOST ALT.LEG DIRECTION nHm�(yy�0o,r,E.
STRUCTURE EMBED IN POINTS
CONC CONCRETESOLID
HOLLOW BLOCK,3"MINIMUM
12'MIN FROM EDGE OF ACCORDION
EDGE OF SHUTTERj
TOP OR BOTTOM SHUTTER BLADES ROUND WINDOW •1,' q
ASSEMBLY 1/2" SPACING,AND 3"MINIMUM EDGE DISTANCE 1•
;I AX (7.)6063-T6 ALUMINUM •I••••N
ANGLES PER BEAM END,SIZE Nd.
PER SPAN TUBE SCHEDULE "*
EMBED, SPAN TUBE PER b
DESIGN SCHEDULE 'S
ACCESS HOLE S �FN
EDGE OF ACCORDION i z i/4-20 MACHINE BOLT W/NUT @ ". ��•• t�
3.5"MIN SHUTTER BLADES E a 12"O.0 OR N 14 x 3/4"SMS 6"O.C. 0�\\
\\:i O
TYPICAL 1/2"MAX. &
3"MIN ' 5 6 m 1j1L=Q7� t�E ui
2.875"0 HOLE(TO RECEIVE EDGE 3 16 Z=F 4 Q L9 6
ROUND WINDOW ASSEMBLY) DISTANCE II MIN.GLASS 13 w z Z N m w�°
MAXIMUM OF 3 WINDOWS EXISTING A SEPARATION 0 �q{
PER EVERY OTHER BLADE GLASS OR o W 9^+3(}
DOOR u� (n Y
1 LIGHT-N-VIEW WINDOW ok EDGE 1/2'MAX
<w¢ �W
8 N.T.S. EXTERIOR ELEV „�r O DISTANC to a
Zt^O0 _ L 5 6 _
.0
3 16 1/4"MAX.FROM PIN GUIDE
m X00
BUSHING WASHER TYP.
ACCESS -20 MACHINE BOLT W/NUT @
yY 1/2" HOLE 12"O.0 OR N14 x 3/4"SMS 6"O.C.
2.875'0 HOLE TO SPAN TUBE PERw'G%
RECEIVE ROUNDMr�7VJ 3
d WINDOW ASSEMBLY EMBED. _;, DESIGN SCHEDULE �8 m
iYp 1/2• (2)6063-T6 ALUMINUM
IMAX. ANGLES PER BEAM END,SIZE g aO rm,�
EXISTING 1 // PER SPAN TUBE SCHEDULE I`J 0� 0
Le
STRUCTUREHOST SCHEDU E FOR REQUIRED NUMBERS L�LTS SEE BEAM °O Z�
1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN �1J cid g
EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM
11 0.125" 0.125" SPACING,AND 3"MINIMUM EDGE DIST4kE
m 0.032" 0.032" MAX.DESIGN LOAD=t
0.196" /� �. ;' �1 SPAN TUBE SECTION
N.T.S. VERT SECTION 2. o
\ SPAN TUBE SCHEDULE
ALLOWABLE TUBE NUMBER OF NUMBER OF
LL 1ANCHORSPER MINIMUM ANGLE
ROUND TUBE SHUTTER SPAN THRUBOLTS ANGLE LENGTH
SIZE SPAN -TO
__
m __ _
I S WINDOW 7pp BOTTOM 70P BOTTOM TOP DOTTOM TOP BOTTOM
/ ASSEMBLY TUBE TUBE TUBE TUBE TUBE I TUBE TUBE TUBE o "SCpp�
,O!- 2"xY ..
k 60" 123.6• 135.2" 2 2 2
96"_. 101.7' 106.9' 2 2 3 j-_-_7--_-7- 9C9C
6 0.125" 123' 09.91 94.4•' 2 2 3 3 7' T' 9@y
129.1' 157.0' 2_ 2. J. 3 4" 7"
m 2-x '
1
124.1' 2 2 _ -3 - -_0 7' 7^ o i33 gg
0.1251231020' 109.6' 2 2 4 4 --10"- - 10" @�
F3 ` 60' 138.0' 196.9• 2 2 3 3 7" 7' g 6
9 02.875° 03.250" 0.188" I 0.125 e6" 122.7' 155.7" 2 2 7 4 _7° 10"_ p a
a \ ' 123" 115.4' 177.6" 2 3 4 5 f0" 10, •W��� �444�
4 60' 1fiB.1' 240.0• 2 2 3 4 7" 10"
'l\ - / 0.1875' B6� 140.0•... 228.9" 2 3_ 4_ 6 _ _1U"_...-18_ S s a Q
/
LIGHT-N-VIEW WINDOW � i 123" 1322' 207.1' 3 A 5 7
N.T.S. SABIC PLASTICS SLX1431T-UL•94HB �� �/ SPAN TUBE SCHEDULE NOTES: CCPYIWMiRWI.BDOU9W PE.
1. USE x3 xl 4 x x 4"ANGLES FOR 2"xS"&2"x6'BEAMS, 155-2339
2. USE 2"x5"x1/4"ANGLES FOR 2"xB°&2"x10"BEAMS.3USE FOR DETAIL 3 .
SCALE:
s 4. TOP&EAM BOTTOMEDULE BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER PAGE DESCRIPTION:
' L� T CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS.
BLADE W� ROUND N D Wl N DO W
S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND
S-I U BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, o'
S 8 ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS
N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.'
,C. 6. LAP BEAMS ARE NOT ALLOWED. O
$ 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. Q
ANCHOR SCHEDULE: CONCRETE
1 2.5-MIN EDGE DISTANCE
5pan5 UO TOS a 8'-Y' spans UP TO 12`0"
LOAD NN PE ON ONN TYPE
ANCHOR (PSO C, C5
Cl C 1 4 C7,1 1 T";3r C3 C4XI6C5Cl ClC3 C4 1 I N TY C I I I
9.0- 6 16 - 9 5.5"1 8.5"114.5"
.43. 16,01 6.0415.0,16.01 16-'o" !6.0 16.01, j io .0
__�3_16 L4.5. 16.0
7.0" 10.5"1160 15.0"1 7.5" 4.5- 7.5- 10�
UeIn �?N WITH 3 4
15 0"151t 7.5" 4.5" 7.5" 10.5"
IB.O"4SE
D(;iqiPSI M5-3141
N Co 62 .0" 9.5" 5.5" 8.5" 15 R,
v--o/Q�COMBINATION
L6-E 35:66 A0; fl, 6.0; fs.V' 8.0" 5.0" 7.5" 11.5"ISA" 7.5" 4.5" 7.5" 10.5- 2 x S ITYPJ-19 / Uo COMBINATION N F,
1q0 IS.O" .5" 4.5" 7.5"110.5-j5A" 7.5- 4.5- 7.5- 10.5'15.0" 7.S" 4.5** 7.5" 10.5-
1/4 MILLENIUM MILLFAST A3 16.0"16,01150' V'16.0" 9.0" 13.5" 16.0!' 16.0" 8.5" 5.5" 9A" 13.5"
WITH 1-3/4 EMBED(3275PS1 5-3 1 TIFF 7.0'* 10.5" E 1211: 7.0" 4.5" 7!n 9.5" wu:l
'B*"lo.W*
15.0"tL81.��13.D"1 16.0 I6
.0 5.5', 5.5', 9.0" 13.5" 13.5" 7.0" I.P 73" 9.5"
MIN CONCRETE) 6z 6X
70 r16.0"12.0 7.0" 11.0'16 4 A" .0 4.5" 8.0' 105'13.5"_T71-YOW _4._!�;
01- 1 1 jLf .0" 4.5"1
100 13.5" 7.0" 4.5" 7 1*�1 3.11 T7 �w
Ir 11.0-116.0-
.0 �.. �s
0 j.1
7-Wr 1 0
114-ELCO CRETEFLEX SS4 43 i_6-0-- 1601 15.0r 16.0"1 16.wil?x V. TYP. 2 S ITYP.1 Lu
W1 2-EMBED(335OPS1 MIN 53 16.0"16.0"16.0"16!05"116.0"16.0"116.0"110.0"115.5"116.0"116.0111
L, In
CONC) 0r 13 11L N
62
-1 i.-0.16.0"
00
.0 1.5
15.0"
I B.
0
-1:1.1010" Z" 11.0-14.01-160-10.0" 6.5- 11.0"14.Z�
Rn. L�'t " 1
".B IF&
B,. L4�Y
16.0"1 off' 6.5" 11.9'14 0 16 § NOTES "S"INDICATES ANCHOR SCHEDULE SPACING.
B, -F-c- jEl 11 MIN EDGE DISTANCE SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE:
a I C2c34T c5ICII I C2 I C3 I C4 I CS I Cl C2 I C3 C4 I C5
114-ITW TAPCON OR ELCO -43 0.0" 16'o"0:0"16.0" 5.0" It.q:1612: 3.0" 40' ii=o" - C2 N
01. 1.,., SICOTMIILIN TYPE USING PIECE QQ) WITH OUTSIDE
zt5,, - - ---I&G- Y
ULTRACON WITH 1 314- 53 1G.V;16Z S.F 6.5" f6.5w I&V 12. 4�5 ANCCHOO"R
USING PIECE 0 WITH
EMBED(3192P51 MIN CONC) 61 14.5" 14.5" 7.5" 10 0" - C4 CONNECTION TYPE US
_i 15.,T.�4-Y .5" 6.2, 1,1.
-.5 L M� OUTSIDE ANCHORS ONLY
,g 4,01, 5,0" 16.0"15.0" 11.0"14.5" 7.S"
1,0
rio-cr 145" 7.5"7.S" mF
00 i4.5
11.0'.13.5'.mo- 6,5" 1.5" 16.0"13.0" 7.0" 4.0" 6.1" 0.1- t
1/1FMILL'ENIUM MILLFASI 1.511 "1., 1.11, A
WITH 1-3/4-EMBED(3275PSI !F3*-Tk-w 9�'- BA" 13.0"fik 16*o"t&a" 9.0. ANCHOR NOTES:
rn
N' I. 51,ANSINldWLOISIILIE5SSTIIOINNSIIIRE ARE FOP,DETERMINING ANCHOR SPACING
MIN CONCRETE) 67. 1-6.0-U.'r .0.1 9.0" 16.0"113,5" 7..". 0. 5.5- 7. t, �om
S
i6-.cr 9.5- 5z- B.O., 16.0-5.5., 7.5" ONLY.ALLOWABLE
LL A ORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE
(Pg
1),
5.5"r,-M 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE I
if 1/4-ALL-POINTS SOLID- 11,1/4'MIll EDGE DISTANCE 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL,
'5-S" 4.
IN,_ 4.
1.5
rgp.
6 6.0
16:0,
LI
_Wl_r72_TC3_TC4__T C5 I IC1 I C2 I C3 1 C4 cs _Cl CZ C3 C4 C5 ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR L)<
ANCHOR W/7/0'EMBED 43 1 E
S 2 EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER
1/4-20 SS MACHINE CREW L6. 1: . . - LoW AN OR EQUAL TO SHUTTER SPAN.
(3000p5l MIN CONC) s, 16.0"IS.& 6.5- 8.0" iKo 8.5. _4Yor, 6.F SS
62 .S"
II.W'I 5.0"17,0" 12.5" 6.5" 3.5" 5.0" Lt 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNEC71ONTYPE.
11.0"�4.560.,' 16.0",1 5" 5.5- 3.0" 4.0" 8 L Ohm'1..- -90 HOLLOW CONCRETE
4, EXISTING STRUCTURE MAY BE CONCRETE,ASTM C
16.0" in" FIA111 COP 7.0"
Io.I F o"
7.01, 10.01, 5.01, 4.0" 7m BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER
ANCHOR TY%BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE
A 10-E EMOED&;y GI C2 C4 I C5 I.;Cl 'CZ C3 -C CS Cl C2 C3 P -6
"I'M �I*_01111 SOl S T CONNECTION. PE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF 2
FC4 CS CONNECTION TYPE.
6.0"16.0"11.0" 7.0" 110'16.0"
5 MACN�NE SCREW 16.0"il_-f: 6-T I S. ALL CONCRETE AMC
4 43 16. 16.0"16.0"116.0"116.0"1 If -CRACKED CONCRETE
B NICOC.Cr 53 16.0"16.01,1 4.0" 16.0"16.0" 8.5" 5.5" 9.5" 12.0" HORS SHALL BE INSTALLED TO NON
-CRACKED
7.0" 11.0" 160' 8.5" ONLY.
li,.F.16,0-o�q-12.0'.
14.0"16.0"16.0"
-70-1 15.0" 9.01. "g,-o- 6.0" 10.0"To-.F 13-.0-16 0" 0 5.-5-T9-.S- 12.0- 6, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT
loo I LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
12-5/8-MIN EDGE DISTANCE
1/4-POWERS SS DROP-IN FINISHES.
C-37 C4 FC5 1,CI CZ C3 C4 CS Cl C2 ido
W/114-20 SS DOLT AND CI CZ I 16.0"14.0"14-.0- 7.5" 1 8.0" 1L5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS
1"EMBED(3000pst MIN 43 16.0" 4.0"1�.2"�6.0" 6.0"1-4.0 8.0" 12,5" VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING
CONC) V6-.D--L6.0" 9_9" 14.0'16.0; 6.0" 9.5" fiff' 10.0"16.0"33.5" 6.0" N.;: MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD I ACCEPTABLE ONLY FOR
iIz-16-10"12.Ni.7.3" 'IF64 -0--i75-' 11.5" 11.5- 6.0" ';; � SIDE CLOSURE PIECES.
*C= 10.0" v, 6.0'. 14�6 �N.:;
65'110.5"116.0" 8, WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER
SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN WOOD
i-1.5- -4.-0--7-.V-_i.-0- VOf - STUD.3/4-
1-00 13-Itr MIN Eput DISTANCE ME EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. NG SCREWS SHALL
"B" "0" 7'0'*18'0"
a
4'P HAVE PHILLIPS PAN HEAD OR HEX HEAD.
OW Cl C2 -3'- C4 CS I!Ci Cj C3 4 CS C "I C2 I C3 C4 CS
1°EMBED(3000ps1 MIN A3
4 1 1 14.5"19.0" ILL 16,0"15.0 17.5"15.0"19.0'.112.0.; 9. MACHINE scRews SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN Ilk
13 16. 12.0- .0"1_1,2 HAS 1
- E EITHER A PAN HEAD,TRUSS HEAD,OR WAFER
CONC)
E�iNF Iql-F ANCHOR AND m HAVE
10. 6 H
IS -16._ is... K-o- 9.0" 12.0"12.0" 6.0"1 4.0" 7.5- 8.5
HEAD(SIDEWALK BOLT),U.O.N.-
7_0 _16_.0-j10_.5- 7.0711.0 12. 6.5" 4.5" 8.0" .5 2.0 6 40 7.5, B.B.5"- DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
7.5" 8.5" 12.0" 6 4.0" 7.5" 8.5" W,
R
DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCRE
2'MIN EDGE DISTANCE NUT OR WASHER WINGNUT. C0N=)ffFMLVAlkWPE
#12 SMS W/2"EYEWALL 7EF_c_2_F_c_3TC4-F`C5 FS C1 C2 C3 C4 CS li, MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE.
ARMOR INSERT Wl 2"EMBED 43 16.9'�6��B` 4 0",11-11".16.0" a,16.01,16,0r 9.0" 4.5- 6. 15-2339
(2000pst MIN CONC) 53 12. WHEN ANCHORING TO HOLLOW BLOCK,SOS DRILLS SHOULD NOT BE USED TO SCALEI
2 16,0"15.9'17.0" 9.5"I16_0" !T_47.F 34.0" 7.0"7.0- 3.5" -K5- RV;' DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL TAnkplsolmoro
7 1 27 14.0" _37--
I Z-0"1 6.0.. 8.0"116.0"i3l 10.5 V 5 5,5" 10-0" CONCRETE SCREWS TO HOLLOW BLOCK
UN, 14.D" 7.0"13.5" 5.5- 10.0" 111.0"1 7.0"13.5"1 5,5" 10&-_11!E_7,0"
1 2 SMS /2.75-EDYEWALL 43 .0: .9"1 ID.0"I 14.0"M:�16.�lj��:
ll W .0'f6-.W--f6-.O"i 6.0 16
ARMOR INSERT W/2.51 53 16.0' ICU'12Z'16.01,16.0"Ififf'115.01 7.5"IIL.01'16.0"16.0" 9.01, 80, 1301
MBED 2 8.0.1 13.01,
E I Oup 62 1 16.0" .0- on
70
..
9.5- 13.5
16.0" 16.0"'TO- 11.5"
13.0"
IOD 16.0" 9.0" 8.0"�3�.
i -
P.E.
ANCHOR SCHEDULE: CONCRETE (CONT.) °"b�C?'2-3/16"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCELOAD Psf, Spans Up To 6'•0" 1. Spans UP To 8'-3" SDal15UDTo 7 2'-0"
O gg
ANCHOR OA CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE
xln CI C2 C3 C41 CS Cl C2 C3 C4 C5 C1 C2 C3 I C4 CS Cl C2 1 C3 C4 CS Cl I C2 C] C4 CS Cl C2 C3 C4 CS
5/16'ITW TAPCON XL WITH 47 16.0-116.0"116.0- 16 ','16.0"16.0"16.0"12.9'16.0"16.0"16.0•'11.0" 7.0•' 12.0"16.0"16.0"16.0"16.0"16.0"16.0"16,0"16.0"12.5"116.0"116.0"16.0"11.5" 7.5" 12.0"16.0" T ITCH t!
1-3 4"EMBED 28 1 53114.0-116.01' - - -
NN
/ ( 9905 MIN 16.0"16.0"14.0"I6. •i 16.0"16.0"14.5" 9.0" 16.0" 9.0" 6.0" 10.0"12.5"16.0"16.0"14.5"16.0"16.0"16.0"15.0" 9.0" 14.5"16.0"16.D" 9.5" 6.0" 10.5"13.0" C ,'
CONC
62 16.0"
16.0"11.5"16.0'i 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"16.0"16.0"16.0"11.5" 7.5" 12.0"16.0"16.0" 9.5" 6.0" 10.5"13.0" �i • ��
�p 70 16.0"15.5" 9.5" 15.0'. 16.0"16.0" 9.5" 6.0" 10.5"1J.5"16.0" 9.0" 6.0" 10.0"32.5"16.0"16.0"70,0"15.0"16.0"16.0"10.0" 6.5"110.5"114.0"16.0" 9.5" 6.0" 10.5"13.0" ///i •�
100 16.0" 9.0" 6.0" 10.0,"12.5"16.0" 9.D" 6.0" 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" 6.0" 10.5"13.0"16.0" 9.5"-E-O--10.5 73-0-
5 16'ELCO ULTRACON WITH 43 16.0"16.0 L6.0 16.0"16.0"16.0"16.0"13.5"16.0"16.0"16.0"12.0" 8.0" 13.5_"16,0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"15.0"1.6.0"16.0"16.0"13.0' 9.0" 15.0"16.0" �1 Igl�1 o.C
_.. .__-. W ..X
1.7/4'EMBED(3500psi MIN _53_ 16.0"16.0"16.D"16.0"16.0"16.0" 15.5"10.0"16.0"16.0"16.0"-j-.5" 6.5" 11.5"1].5"16.0"1G.0"16.0"16.0"16.0"16.0"16.0"ll.o"16,0"16.0"16.0"10.5" 7.5" 12.5"15.0" )U LL W a
CONC
62 16.0"16.0"112.5"116.0"16.0"1fi.0"12.0" 8.0" 14.0"16.0"16.0" 9,5" 6,5" 11.5"17.5"16.0"16_0"14.0"16.0"16.0"16.0"13.5" 9.0" 15,0"16.0" 16.0"10.5" 7.5" 12.5"15.0" Q l7
.._._ _.__-___.____ _
U 70 16.0 16.0"110.5"116.0-16.0"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"16.0"11.0" 7.5" 1J.0"16.0"16.0"L0.5" 7.5" 12.5"15.0 •7 DI e W o
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" 12.5"IS.o"-16-,0"10.5" 7.5•'112.5"115.0-116.0110.5'; 7.5" 12.5"25.0"1Z N p q Ei
1/4"304 SS POWERS TAPPER 1-I/2'h1IN EDGE DISTANCE 3"MIN EDGE DISTANCE W ~W 3 m
19/1-3/4'EMBED 3000 sl -- -.. --
( P C1 C2 C3 C CS 2. C2 C3 C4 CS Cl C2 C3 C4 CS C1 C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS N ,1
¢ MIN CONC) 43 16.0'•14.5' 6.5" B.5"i 16.0"12.5' 7.0" 4.0" 6,0" 12.5" 7.0" 3.5" 4.0" S.S" 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" O
N 53 14.0" 8.5" 4.5" 6.5 14.0" 9.0" 4.5" 3.D" 4,5" 9.0" 6.0" 3.0" 3.0" 4.0" 16.0"16.0" 9.5" 17.5"16.0"16.0" 9.5" 6.0" 9.5" 16.0"12.0" 6.0" 4.0" 6.5" 8.5" g
& .5 3.S" S.5". 12.0" 7.0" 3.5" 4.0" 6.0" 6.0" 3.0" 3.0 M1.0" 16.0 13.0 7.5" 11.0"16,0"14.5" 7.5" 5.0" 8.0" 12.0"12.0" 6,0" 4.0"
70 .5.0" 3.0" 5. 10.0" 6.0" 3.0" 3.5" 4.5" 6.0" 3.0" 3.0 -0.0" 16.0"10.5" 6.5" 10.0"16.0"12.5" 6,5" 4.0" 7.0" 9.0" 12.0" 6.0" 4.0" 6.5" 8.5•'
-i.0" 3.0" 3.0" 4A" 6.0" 3.0" 3.0" 4.0" 12._0" 6.0" 4.0" -i.5•' 8.5" 12.0" 6.0" 4.0" 6.5" 8.5" 12.0" 6.0•' 4.0"1 6.5" 8.5" N
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
o
I
' DISTANCE 2.112"MIN EDGE DISTANCE w Y
__....
1MIN EDGE_.. _ ..
GLOAD Spans UD To 6'-0" SDans UP To W-3" Spans U°To 12'-0" _Spans UD To 6'-0" Spans UD To 8'-3" SDans
d O /4"
ANCHOR
I7W TAPCON WITH 43 B,5' 7.pCONfJ 1YP3.5" CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE o:�$ m
(PsQ I I - d
d >` C1 C2 CJ C1 CS CI C2 C3 C4 CS ClCI C2 C3 C4 CS CI C2 C3 C4 CS CI C2 C3 Cq CS CI C2 CJ C4 CS 0 1 p m
B.5" 6.0" 3.5" 6.0" 3.5" 11.5"10.0" S.0" 6.5" 11.5" 8.5" 4.5" 3.0" q.5" 8.5" 4.5 7.0" 4.01'
1/4"EMBED ----._
N 57 7.0" 4.0 7.0" 4.5" 4.5" 9.5" 6.0 3.5" 5.0" 9.5" 6.0" 3.0" 3.5" 6.0" 4.0" O� ��J
fi 62 5,5" 7.0" 6.0" 3.5 8.0" 4.0" 4.5" B.o" 5.0"��� 3.0" 4.0" 4.0" O_gym
3
70 4.5" 5.0" 3.0" 6.5" 3.5" 3.5•• 6.5" 4.0" 3.0" 4.0"
100 _._
I/4'ELCO UL7RACON WI711 43 13.0"10.5" 6,5"I 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" 5.0'•/ 4.0" ��-. w
1.174"FAIRED
"A 5310.5" .5" 10.5" 6.5"
-5"0.-.`6".5-"-
" .0" 10.5" 6.5 _.5" _4_._03..03oo m
62 8.51, 9.0" 8.5" 4.5" 5.0"� .0" 4.0" J,0. . E
70 7.0" 7.5" -
7.0" 1.1" 3.5" 7.5" 4,5"; 3_0- 3__" ag.
a. p
100 4.0'• 3.0" 4.0"i 3.0" 4.0" 3.0"
H O 1/4"FIILLENIUM MILLFAST 43 12.5"10.5" 4.p" 5.0"I 12.5" 9.0" 5.0" 9.0" 5.0" q,0" 13.5"11.5" 5.5" 7.5" 13.5"10.0',
m ANCHOR W/1-1/4"EhIBED 53 10.0" 6.0" M1.D"!10.0" 6.5'• 6.5" M1.0" 5.5" 11.0" 7.0": 4.0" 7.0" 4.5"
i; 62 8.0" 4.5" 8.5_• 5.0" 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"
F z
u
� 1-L/4'MIN EDGE DISTANCE
S S1/4"ALL-POINTS SOLID-SET _ __ 7.'MIN EDGE DISTANCE
ANCHOR W1 7/8 & C1 C2 C3 C C5 Cl C2 C3 C4 CS Cl C2 C7 C4 CS Cl C2 C3 U CS CI C2 C3 Cq CS Cl C2 C3 C4 CS
o n n
8 1 4- 1 43 15.0"13.0" 5.0" 6.0"1160'110.5"15.0" _ gg
/ 20 SS MACHINE SCREW -.---_._ 6. 15.0':11.0' 6.0" 3.0" 4,0" 1.0- 6.0" 3.0" 5.0" 1G.0"16,0" B.5" 10,0"117.0"116.0"111.0"15.5" 3.0" 4.5 8.5"
s 53 12.5" 7.5" 3.5" 4. 12.5" 8.0" 4.0" 3.5" 8.0" 5.0" 3.5" 16.0"17,0" 6_0" B.0" 16,0"L10 7.5 -017.62 10.0" 5.5" 4,"I 10.5" 65" 30" 5.0" 5.0" 3.5" 16.0" 9.5" 5 " " 16 " 5.5" .09.04.570 8.5 4.5 3. 9.0 . 3.5" 14.5" 8.0" 4.0" 6.0" 15.5" 4.5" 4.0" 70" 9.0 4.5"3.5 5.0 3.5 5.0 3.5" 904.0 6.5" 9.5 4.0" G.5" 9.0" 4.5" 4.0" 6.5'•
1-3 4"EMBED Cl. C2 C3 Cd "MIN EDGE DISTANCE 4'MIN EDGE DISTANCE
5/16"ITW 7APCON XL WITH -- .. FET
i@D
J CS ClCI C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C-0 CS CI C2 C3 C4 C5 CI C2 C3 C4 -c5-
43 16.0"16.0" 9.0_' 12.0"16.0 14.0" 7.5" 5.0" 8.5" 14.0" 8.0" 4.0" 3.0" 5.5" 6.5"
53 15.5 9.5" 6.0" 9.5" 15.5"10.0" 5.0" 6,5" 10.0 6.5" 4.5" 4.5" 8a
'A 62 13.0" 4.0" M1,5" M1.5" 14r
�p 700::
5.0" 6.5"
100 6.5" 3.0" 4.5' 4.5" 6.5" 4.5 M1.5" 6
.5" 1sS $a 1. g�
' Cl C2 C3 C4 1-9116"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE d ,s„ 3p
5/16"ELCO ULTRACON WITH C5 Cl C2 C3 C4 CS CL C2 C3 C4 CS Cl C2 C3 C4 CS CI C2 C3 C4 CS Ct C2 C3 C4 CS BCOPYf✓IdRF1W1RLBDNIPDOP.E.
1-1/4"EMBED 43 12.0"10.0" 12.0" B.5" B.5'• 16.0"16.0"_8.5" 11.0"16.0"JON&7. 15.0" 8.5" 7,p"
53 9.5" 6.0" 9.5" 6.0'• G0" 16.0"ID.0' 6.0" 1 16.0' 60" 105" 70•' 15-2339
62 8.0" 8.0" 14_0 7.5': 14.5" 7,0" 7.0SCALE:706.5" 7.0" 5" 6,0•' 6.0" 12.0" 7.0" PAGE DESCRIPTIpNt
7.0"
h
99
_ ANCHOR NOTES:SEE SHEET 0
$ 9 FOR ANCHOR NOTES.
I
I
i
ANCHOR)SCHEDULE: HOLLOW CONCRETE BLOCK
_ 2"MIN EDGE DISTANCE �"'� ,,�•1:„I•'`'
�} Soaps Uo Tob'-0" Evans Uo To W-3" Spans Uo To 12'-0"
ANCHOR I �4C • 1
o I
LOAD CONN TYPE CONN TYPE CONN TYPE ,S�+
(Os1) Cl C2 C3 C4 C5 Cl C2 C3 C4 CS CS C2 C3 C4 CS y �• d.465 •'
#12 SHS W/2j EYEWALL 43 16.0"
$ ARMOR INSERT W/1-1/4' S3 36.0"f0.5" 3.0" 7.0" 16.0' 11.0" 6.0" 3.5" 5.6' 13.0" 7.0" 3.5" 33"
pEMBED 62 14.0" 7.5" 4.0" 6.0" 14.5" 9.0" 4.5" 4.0" 7.0' 7.0" 3.5" 3.5" S,0"
m 70 11`5" 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" 3.5" 5.5" 7.0" 3.5" 3.5" 5.0" ��'P{j'• its,
L! 100 7.0" 3.5" 3.5" 5.0" 7.0" 3.5" 3.5" 5.0" 7.0" 3.S"/3.5" 5.6" �j (` • {:1W..
ANCHORISCHEDULE: WOOD (G=0.85) ���`'''( ,
qu
3/4"MIN EDGE DISTANCEEry Il
G LOAD Soans Uo To 6'-0" Soans Uo To 8'-3" Spans Vo To 12'-0" Z j'( s t0 "oS
�A (PsN CONN TYPE CONN TYPE CONN TYPE N 6
=1/4'LAG SCREW
ANCHOR.x IC1 C2 C3 C4 C5 Cl C2 Cl C4 CS Cl C2 I C3 C4 CS W
.WITH I-3(4" 43 16.0"16.6"33.5"12.5"16,0"16.0"16.0" 7.5" 4.0" Ib:O"26.0"14.5"14.5" 6.0" 36.0" N
y MIN THREAD PENETRATION 53 16.0"16.0" 8.5" 10.0" 16.0"16.0"16.0" 6.0" 7.0" 16.0"11.5" -0.0" 5.0" 16.0" W m,
q8 ' 62_ 16.0"16.0" 7.0" 8.5" 16.0'"16.0"14.5" 5.0" 6.0" 16A"36.0"31.5" 4.0" 5.0"
Y' -• 'e' 70 16.0"16.0" 6.6" 7.5" 16.0"16.0"12.5" 9.0" 5.5" 16.0"36A"11.5" 4.0" 5.0" 16.0" a
100 16.0"11.5" 4.0'• 5.0" SG.O" 16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5" 40' 5.0" 16.0"
7ji6"WOOD Bt(SHtNG WITH 43 16.0"36.0" 8.0" 10_0"16_0"15.5" 8.5" 4.5" 7.0" 15,5" 8.5" 4.5" 4.5" 7.6"
N d 1.13".111 EMO D 8 1j4-20 S3 16.0"10.5" 5.5" 8.0" 16.0" 11.0" 6.0" 3.5" 5.5" ILA" 7.0" 3.5" 4.0" 5.0"
SS MACHINE SgBEW fit_ 8.0" 4.5" 6.5" 14.5" 9.0" 4.5" 3.0" 4.5" 7.0" 7.0" 3.5' 4.0" 5.0" h
OO •Llmm, 70 12.0" 6.0" 3.5" 5.5" 12.5" 7.5" 3.5"-� 4.0" 5.5" 7.0" 3.5" 4.0" 5.0" `
3 i I00 7.6" 3.5" d.0' S.0 7A•' 3.5" 4.0" 5.0" 7.0 3.5" 4.0" 5.0"
#14 SMS OR#14 WOOD 43 16.0"16.0" 12.5"14.5"16.0"16.0"16.0" 8.0" 10.q"16.0"16.0"11,5 5.0"
SCREW WITH 13(4"MIN 53 16.0"1b.0" 4.0" It.5"16.0••16.0"15.0" b.0" 8.0" 16.0"56.0'• 9.5" 4A" S.5" 13.0'
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THREAD PENET TION 62 16.0"16.0" 7.511. 9.5" 16.0"I6.0"11.5" 5.0" 7.0" 16.0"16.0" 9.5" 4A" S.5" 13.0 �� a
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70 16.0"16.0" 6.5•' &5" 16.0"16.0"10.0" 4.5" 6.0" 14.0"16.0" 9.5" 440" 5.5" 13.0" vt
1 loo 16.0" 9.5" 4.0" 5.5" 13.0"16.0" 9.5" 4.0" 5.5" 13,0"16.0" 9.S" 4.0 5.5" 13.0" �•�$a0 M
$�6 ANCHOR(SCHEDULE: WOOD (G-0.42) zm
.Q 314"MIN EDGE DISTANCE E w
b G ,loans Uo To 6'.0" Soans Uo TO 8'-3" Spans UO TO 12'-0" �.�.� • U
y , LOAD CONti TYPE CONN TYPE [OHN TYPE 3 s
d T ANCHOR iPsp CI C2 C3 C4 C5 Cl C2 C3 Cl C5 Cl C2' C3 C4 CS a
o
1/4"LAG SCREW WITH 1-3/4" 43 16.0"16.0" 9A" 10.0'•36.0"16.0"26.0 5.5 7.0" 16.0"36.0" 9.S" 3.5" 4.5" 15.0" ¢+ a
MIN THREAD PENETRATION _53_16.0"16.0" 6.5" R.0" 16.0"16.0"12.5" 4.5" 5.5" 16.0"15.0"_7.5": 3_0" 4.0_13_0" !a45
p ' i 62 16.0"16.0" 5.5" 6.5" 16.0"16.0" 9.5" 3.5" 5.0" 15.0"35.0" ZST'I 3.0" 4.0" 11.0-
1
7 I 70 6.0"13.5" -0.5" 6.0" 16.0"16.0" e•0" 3,0" 4.0" IL.S"I5.0" 7.5" 3.0" 4.0" 11.0"
b1. 340 15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4.0'• 11.0"35.0" 7.5" 3.0" 4.0" 11.0"
_! 814 SMS OR 014 WOOD 43 1_6.0"16.0" 6.5" 10.5"16.0"16.0"12.5" 5.5" 7.0" 16A"13.0"
G o SCREW WITH T
-_
53 16.0"16.0" 6.5" 8.0" 16.0"16.0" 8.5" 4.0" 5.5" 16.0"SO.S" S.S" 2.5" 4.0" 7.5"
O THREAD PENETRATION 62 16.0"11.5" S.0" 7.0" 1b.0"13.0" G.5" 7.5" 5.0" 10.5"t0.5" 5.5" 2.5" 4.0" 7.5"
A 70 16.0" 9.5" 4.5" 6.0_' 16.0"11.0" 5.5" 3.0" 4.0" 8.0" 7`0 71 S.5" 2,5'• 4.0" 7.5" ,.,
4; 300 10.5" S.S' 2.5" 4.0" AS" 10.5" 5.5" 2.5" 4A" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5•' k' •�A 6'
ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK ?
st� .le
4'MIH EDGE DISTANCE
Suans Uo To 6'-0" Soans Uo To 8'-3" Soans Up 70 12'-0" Q
G LOAD CONN TYPE CONN TYPE CONN TYPE Ot b
z N ANCHOR �; iPSN Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 C5
5/16'1TW TAPCON%L W( d} 56.0"16.0" 16.0"I6.W 16.0"16.0"36.0"15.0"16.0"16.0"16.0"35.0" 9.0" t4.0"
A 2dj4'MSN.EMBIED 53 16.0"16.0"16,0"16.0"16.0"16.0"16.0"11.0"16.0"16.0" 16,0"12.0•' 7.5" 12.0"16.0" O
62 16.0"36.0"14.0"]6.0" 16.0"16.0"15.0" 9.0" 14.0"16.0"16.0"12.0" 7.5" 12.0'16.0'
.� 70 16.0"16.0"'11.5"1_6.0"16.0"16.0"12.5" 8.0" 32_5" 1_6.0"16N0"12.6" 7,5" 12.0"16.0" ¢@, R
S 1q0 16.0"12.0" 7.5• I2.0"16.0"36.0"12.0" 7.5" 12.0"16.Q"16.0"12.0" 7.5" ]2.0"16.,.. Y#
5(16"ELCO ULTRACDN W/ 43 16.0"16.0"10.5"14.0"16,0"16.0"10.5" 6.5" 9.5" 16.0" 11.0" $.S" 6.5" 9.0" fAPROONTTAWLUhV$WPE.
0 2.1/4"MIN.EMBED 53 ib.0"13.5" 7.5" 11.0"16.0"14.0" 7.5M.7.51113.5" 9.0"62Ib.O"10.0" 6.0" 9.D" 36.0"I1.0" 5.56.5" 15-2339
70 15.0" 8.0" 5.0" 0.0" 15.5" 9.5"O5.5" 7A" 9.0" 6.5" SCALE:
I00 90" SS" 6.S' 9.0" 5.5 6.5" 9.0" 6.5" PAGE DESCRiPT1oN�
-_
Lv V 2"MIN EDGE DISTANCE -
l _X0.5'
CZC3 C4 C5 Cl Cz _c3-_ca cs_ ci _c2_ c3 ca cs
812 SMS W/2"EYEWALL 43 9.5" 11.5"16.0"16.0" 14.0" 6,0" 8.0" IBA"14.5" 7.5" 6.5" 5.5" L1.5" 09•�
ARMOR INSERT LY(2'EMBED 53 7.0'• 4.5" 6.5" 16.0"11.5"
-62 5.5" 7.5•'116.0"114.5"1 7.5' 3.5" 5:F-_12.0"11.5" 6.0" 3.0" 4.5'• 8.5"_ ANCHOR NOTES:SEE SHEET
70 5.tl" b.S" 12.5" 6.5" 3.0" 4.5" 4.0" 11.5" 6.0"3.0'• 4.5" 8.5" 9 FOR ANCHOR NOTES100 . 3.0" 4.5'• 8.5" 11.5" 6.0" 3.0" 4.5 -i 511.5"
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