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� roduct Approval
vW - USER:Public User
;� ,;n,i•^;n••:r"eg >Pro;1_c• >ii-?he'ion Li e•>Application Detail
M V "M ti
r K FL# FL�1�3757'RS
Application Type Revision
Code Version
Application Status Approved
Comments
Archived
Product Manufacturer Town and3COUntry I. names,
Address/Phone/Email 400xWest,NaOkoaa*dam
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
lr
__._.T' �,
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 - _ _ Na_.tional Accreditation&Management Institute___
-- ------- - --
Quality Assurance Contract Expiration Date 12/31/2018
Validated By ORLANDO L.BLANCO,P.E.
- - — - - -- -- .Js`Vajidatiorr-Checklist--Hard-copy-Received--
Certificate of Independence `I3757 R:5 Gil in_dea-2-i3Eif
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
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 Description
13757.1 i 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes F1.1.;>S7
......_......-..... --._..........._
Approved for use outside HVHZ:Yes Verified By: Frank L. Bernardo, P.E. PE0046549
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See installation drawings for allowable F?..'."? ''.7 F' - EygL2o P
span/pressure combinations and additional limitations of Created by Independent Third Party: Yes
use.
3� 7.;57r2 "fi`r8'.Str'eamline Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes ^I 1 'I
Approved for use outside HVHZ:Yes Verified By: Frank L.Bernardo, P.E. PE0046549
Impact Resistant:Yes I Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other: See installation drawings for allowable P_L..1�+7 Pfi A.E. Eva!".rrL
span/pressure combinations and additional limitations of Created by Independent Third Party: Yes
use.
!
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 F!_ `i%5 PiS li ±3,l:xif
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 1 Evaluation Reports
Other:See product drawing for additional information, Fi..'.iiS% R_-5 AE Eval
anchorage, etc. Created by Independent Third Party:Yes
l� EE
Contact Us::260]Blair Stone Road.Tallahassee."r:L 32399 Phone:850-487-1424
-- ------_—---The State-of-Florida-Is-an AAIEE0 employer.Coovnoht 2007=2013T.tajj o J rldE.::Privacy Statement::Acc i ilii-i tate Refund btateTe - :
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 mai!.If you have any questions,please contact 850.487.7.395. 'Pursuant to
Section 455.275(1),.Florida Statutes,effective OctoN!r 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email addmss if
they have one.The emails plovided-may be used for official communication with the licensee..However ema6 addresses are public record.If you do not wish to "
supply a personal address,please provide the Department with an email addresscm-,ich can be made available to the public.To determine if you area license?wider
Chapter 455,F.S.,"please click here.-
Product Approval Accepts:
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o 0,05 {{{ WHEEL o 0.120"o INTO COATING
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ANGLE I _ CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR _ I]V s w
19 I HOUSING-ZINC DICAST,POWDER COATED Q 5
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OR KEY/THUMB TURN OPERATED INSIDE.
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23_BRASS'RUSFI LOCK �
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SCALE:HALF SIZE - e
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39 SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE
SCALE:HALF SIZEQU
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ANY ANCHOR PER ANCHOR I EDGE DIST,
SCHEDULE @ 18"D.C. EXISTING DIST.
r GLAZING SEE END STRIP
SCHEDULE FOR M J*
A ANGLE EMBED SPAN WHEN USPI,
20,40a,40b OR C?.
ti ti LEG RECITON 1/4" OR 6.8 STARTER TAI ql�- -'ccp_
EMBED. 17 (INTERIOR)l MAX. WITH 21 OR 25. (j,g
17
MIN,0.062"THICK 6063-T6 ALUM.
ANGLE I"x I"MIN.TO 2"x 5"MAX. 21 25
EDGE t (ANGLE LEG MAY BE REVERSED)
DIST. FASTEN ANGLE TO TRACK W/
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ES_CFIE CORNER,TOP&BOTTOM;AND UI Q L7
13 ATTACH TO 6.8 STARTER W/ r In Z
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13 13 12 x 1/2"GALVANIZED OR S.S.SMS, S.S.SMS,3/16-0 ALUM.POP
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3116-0 ALUM.POP RIVET,OR 114-20 RIVET OR 1/4-20 MACHINE
6.80" STRIP DETAIL BOLT NUT @ 18-O.C.
USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18"D.C. ALTERNATE END & In
(EXTERTOR) 5/16-18 UMB SCREW INTO THREAD WITH 6.8 START AND ANGLE
INSERT 37 AT 1/3 SPAN TO 2/3 SPAN SCALE,X* 1*-0" ANY TRACK W/ w
FROM NOM OF SHUTTER.RECEIVING END STRIP SONE
SCREW BOSSES. CI tC
TYPICAL,F!:�t%oll, VIEW HOLE SHALL BE 318"MAX WIDTH,UP TO
PSF I SPAN
SCALE:3* 1*HEIGHT. 62 08
1-810(2.71
USE(1)BRASS PUSH LOCK 112 ab
OR(1) /16-18 THUMB 132 1 75�'
9 SCREW I LOCKING DETAILS FOR 2"BIO(3.71 62 SEE END STRIP
INSERT:00 AT THREADED
N CENTER MATES SCHEDULE FOR MAX
TO 2/3 AN FROM la
M SHOWN ON RANDOM 02 86" 6� SPAN WHEN USING
BOTTOM OF SHUTTER. DETAILS r_ 20,40a,40b OR 40C,
6 RECEIVING HOLE BE 7T—
(RIX
3/8"MAX WIDTH,UP13 02
HEIGHT, ALT.1"BIO 2 0_ 1/4- OR 6.8 STARTER
U Tt AX WITH 21 OR 25.
0
7z
82 9F
zD 11 40 40 USE APPROPRIATE ur
eMy 32 STARTER STRIP TO
1.5"93" 46 9311, 40 20 PROVIDE CLOSURE
6X0.093" 52 87 FOR
13 BUILDING CONDMONS.
60 FASTEN STARTER STRIP 4 _7F_
i 70 TO TRACK W/(2)tIlOxl" Ii
I (INSIDE) _35571 SCREWS AT CORNER.TOv
4 :'9' P
211.. A
BOTTOM.
2 ALTERNATE END STRIP DETAIL
Ho
1,2 SCALE,3" V-O" ANY TRACK W/SCREW
13 `aLF BOSSES.
s4 11s^
0 111
1 S'
7
FOR GREATER SPANS OR LOADS THAI
Q SHOWN IN END STRIP SCHEDULE,END a
STRIPS REQUIRE A I*Xl'.090'CLIP ANGLE 159 1 11
'SPAN USING ANY ANCJIOR ON THE U,
S-ILL FIN) EXISTING GLASSZ
ANCHOR 1-1-LI 11111.114*TIK
'CREW OR 1/4-20 COLT TO END STRIP. adx
US �I)BRASS PUSH LOCK30 yo w USE Y)BRASS PUSH LOCK--\ IDE) 20
OR 11 S/16-18 THUMB OR 11 5/16-18 THUMB (INS
13 Sl W al,�,TTIREAIED
1!3
/3SPAN SILL
S PREAQED A
INSERT'Ql-AT / SPAN TO 2121 AN FROM
TO 2/3 S NIFROM BOTTOM OF SHUTTER
BOTTOM OF SHUT SIE
RT
(OUTSIDE)
RECEIVING HOLE S ALL BE
3/0"MAX WIDTH, P
14EIGHT.
TYPICAL OUTSIDE CORNER CLOSURE 35
DETAILS WO/CORNER POST
NTS 13 30 11.WFRANlLmU*.1_I.
13 23
13 31 215 (OUTSIDE) 15-2339
SILL SCALE:
USE(1)BOX LOCK AT 1/3
SPAN TO 2/3 SPAN FROM PAGE DESCRIPTION;
BOTTOM OF SHUTTER
TYPICAL INSIDE CORNER CLOSURE IOF
CC2
DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY M
NTS SCALE:3"=l'-O" -1
I
I
i
P-
E
'
Cl CONNECTION TYPE
REFERENCE ANCHOR -EXISTING HOST
SCHEDULE FOR MAX. STRUCTURE S 1•��t 1 D �:
SPACING -Z. 1/4-20 MACHINE BOLT $
" Clzz
CONNECTION TYPE s 4
! \ REFERENCE ANCHOR 312" WlNUT @ 12"O.C.OR
SCHEDULE FOR MAX. #14 SMS @ 6"O.C.
f 1 SPACING 1(2�� (TYP.TOP 8.BOTTOM)606 -T6 ALLOY i TA t1F
ALL TUBE
EACH ANGLES SEE ITAFU F A FOR SIZE. , p n }q('R b6�/ Z ui f''�4 Jl R 11
1..::1110 J � b
1"x 2"x 1/g" ( /// ' ALTERNATE THRU BOLT -o z W`U
OR 2"x 2"x 1/8" j �/ Cl CONNECTION TYPE MN.GLASS X UI' Q 19$d
ALUM.ANGLE ° I + REFERENCE ANCHOR SEPARATION 13 � y t
SCHEDULE FOR MAX. PER TABLE2 H Z .X
73 e+ I ( SPACING � a W
THREE 3/16"0 ALUM, ° !' GLASS a a m w 3 m
POP RIVETS OR l' ! Xw(A
TriREE#12 SMS,TYP. ° 17 I - �, OR DOOR X f- y C4 m x
3/1 2 ALUM.POP ~ I <=1J
17 RIV1V OR#12 SMS J A(j(.
IM 18 D.C.tTYP.) \4 = / R'vA)���. _1 ,'�0R(�ORZ z a
TABLE A Ica) ��33
s PRESSURE VS ALLOWABLE LENGTH i 0 \` ORT4bTl w n
MAY USE MAL,OR
2°x2°x!/g° 3NX70'xWlle' FEMALE LOCK-SLAT w O m
PSF N.tiI 0
d I t, 1/4"MAX.FROM PIN
�, 62 730' 188' 13 ALTERNATE THRU BOLT « GUIDE TO BUSHING
C5 CONNECTION TYPE Cl CONNECTION TYPE WASHER)TYP.) w E
72 124' 179' TYPICAL SCORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR t- -� \
B2 Ti9" i7P NTS CC3 SCHEDULE FOR MAX, SCHEDULE FOR MAX.
I SPACING I �{
d 92 I14" !14
(14X3/4"SMS @ 9"O.C. 00-702 IID" ' ANGLE TO TUOE CbNNECTION _�D00320 109' " 2"x 2"x.125" m m
TABLE e(CC4) EXISTING HOST EMBED. 6063-T6 ALUM.TUBEZmw' I STRUCTURE v200 8g° " ! PRESSURE VS ALLOWABLE LENGTH REFERENCEON PE
1 EDGE DISTANCE dK
2'x2"xi18' 3'x3'zij8' SCHEDULE FOR MAX.
PSF WRTI /0 WITH /b SPACING
$
62 I 313' I66" FASTENER @ 18"D.C. Cb ALTERNATE BUILD OUT MOUNT SECTION 0 3
I 72 1oT 157^ (USE ANY ANCHOR SHOWN p3
SCALE 3"c T-0"
` 82 Sol" 14T IN ANCHOR SCHEDULE).
i95' 139" 1^C"1
R I0 0 2 90' 13T
2s320 g3' I2T w 3.
ry I50 74' 109' m f^ m
LL 2"x2"6 13 3' Twp a
3/ib RIVET OR#12 SMS .090"60b3-T6 MN.GLASS x z,- ° v Q,aa,
@ 18"D.C. OR 1/4-2 L17 ALUM.TUBE TYP, PER TABLE, w o vwi,, o - e
NUT&BOLT(TYP.). I m 2 7( p Z m a p°
3/16"2 t LUM.POP G GLASS g
LL ALUM. TUBE RIVET OR#12 SMS z OR DOOR a a n a$
5053-T6 ALLOY @ 18"O,G'(T YP.1 L, a ww
SEE TABLE B FOR SIZE. f' 2"x S"x 1/8"
2 FASTENERS x CONTINUOUS
EACH ANGLE ALUMINUM ANGLE
m 1"x 2"x.093"6063-T6 �, OPTIONAL ANGLE INSIDE 16 ge
ALUM.ANGLE,TYP. THREE 3,16"2 ALUM. 17
ORIENTATION TYP. 1? b
o POP RIVETS OR
77 THREE#12 SMS,TYP. a o `dB
`{ 0 0 1"x 2"x i/"J 4 CONNECTION TYPE
OR 2"x 2"'x 1/8" E REFERENCE ANCHOR $$
13 ALUM,A GLE SCHEDULE FOR MAX. z r
USE MALE OR FEMALESPACING COPmxn3 FROM"F11#=PE.
LOCK-SLAT EXISTING CONCRETE, 15-2339
13 BLOCK OR WOOD FRAMING
13 5C/+LEt
EE INSIDE SILL MOUNT SECTION gp0E0EsaRPg -
#12 x 1/2"GALVANIZED (OUTSIDE) SCALE:3"-1'-0"
CC4 TYPICAL CORNER CLOSURE DETAILS OR S.S.SMS,3/16"m ALUM, SIDE CLOSURE OPTIONS `9il
R POP RIVET,OR 1/4-20
NTS !i MACHINE BOLT&NUT SCALE,3"=1'-0"
•n @ 18"D.C.
i
i
3
I
1N19P P.E.
C5 CONNECTION TYPE 46,, �N9rrrr/r
REFERENCE ANCHOR EXISTING �Q rri
w SCHEDULE FOR MAX. STRUCTURE 4
o,� SPACING
Bin D: 5"MAX. 1/4-20 MACHINE BOLT
GLASS D:¢Iw•' GLASS I Ct CONNECTION TYPE
of J REFERENCE ANCHOR W/NUT @B 12"O.C.OR
OR DOOR wuu OR DOOR ww IS #14 SMS Ld 6"O.C.
�aZ~ t~-mzww SPFAtlNGE FOR MAX. ;
z wII4*' MK t3 y z J 1/2"
(TYP.TDP&BOTTOM) ' c. T GFm ..c
MN 13 lrl J CLASS ozj o and /2..
1/4"-20 THRU BOLT Wt QA55 X m #14 x 1/2"EMS 12"D.C. EPARATION K z z h w z
EPARATI d=',a¢ C76 PER w D:¢ t0 N 5 OR 6 OR q •z
LOCK NUT Pg7 12"O.C.OR S 1-161 t- OR�3/16"H ALUM.PDP TABLE 2 ¢-I•n p �� f// ..
12 x tf2"SMS(x112"Q.C.E.S. PER LO''F RIVETS 6"O.C. OR 1J4"0 L DI m o OR 6 iS}j�I .\rave b
OR 3/16"d ALUM.POP
TABLE z(y
w ALUM.POP RIVETS(�0 12"O.C. d w X
RIVETS La 6"O.C. E.S. -� Jaz H,6i >L)w
R il4"rD ALUM.ROP RIVETS T fl AND Q MN.GLASS J d¢ L0'
(61 12"D.C.E.S. ASSEMBLY 1/4"MAX.FROM PIN 13 tw- m`� 0 0
I 1/4"MAX.FROM PIN GUIDE T OYtTS IN SEPARATION F =o w"
— p t/2"TYP, PER TABLE =zwzJ ,•.
®ANDA GUIDE TOIBUSHING WASHER tTYP.) W w
ASSEMBLY WASHER(TYP.) m GLASS yj l-Z U m w m
1/2"TYP. (EXISTING CONCRETE, W 3 CONNECTION TYPE OR DDDR^ X z o z r¢- 031
ci BLOCK OR WOOD FRAMING REFERENCE ANCHOAFRAMIEMBED. d n¢ ow°: i
m f i EDGE SCHEDULE FOR MAS S N ti 0
E 4 CONNECTION TYPE DIST. SPACING
L` w EDGE REFERENCE ANCHOR d <
SCHEDULE FOR MAX.
DIST. SPACING AS SHOWN CONNECTION TYPEI DIAGRAM ON PG.9 55 ODR 6 6R EFERENCE ANCHOR ! EXISTING CONCRETE, l'�'JAX.FROM PIN =+CHEOULE FOR MAX. BLOCK OR WOOD FRAMING / "-
SPACING.ALT.FASTENER Ci CONNEGUIDE TO BUSHING1/ WASHER(TYP.)LLOCATION.FRONT AND' ("� REFEREN �'�iP
it4 MAX,PROM BACK ANCHORS NOT REWD ti.;J INSIDE MOUNT SECTION SCHEDULWITH THtS LOCATtON `✓ SCALE:3"=1'-0" SPACINGG CONNECTION TYPEPIN GUIDETO BUSHING WASHER �INSIDE MOUNT'SECTION REFERENCE ANCHORA 1-0 SCHEDULE FOR MAX. c v otTYP.i SCALE.3"= EXISTING SPACINGc??BLOCK OR WOO , ui j CD BUILD OUT MOUNT SECTION2,81
�`'• --'"/ TYP,BOTTOM I' EXISTING CONCRETE, SCALE:3 1'-0"
BLOCK OR WOOD FRAMING ---�""•' u5 0
6
XISTING
NOTE:FOR BET AILS A.B,D,AND E ON THISI SHEET, EDGE IST 4 CONNECTION TYPE EMBED. ST.RUCT ECTION TYPE
g THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR 5 CONNECTION^TYPE ti
WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS w SCHEDULE FOR MAX. r- REFERENCE ANCHOR -6
A MINIMUM OF TWO SETS OF ANCHORS ANO(S A m SPACING �--"` SCHEDULE FOR MAX. rl"�r�wr�r,
MINIMUM OF 12'"LONG.THE SILL OR CEILINGJTRACK w SPACING � t,
USED WITH THE BASE TRACK MUST 51
BE tONNTINUQUS
OVER THE GAPS BETWEEN SECTIONS. i 1/2
h
H
F a H J W p K
GLASS MN F
��pdd OR DOOR CLASS 13 mo-
w
w'w #12 x 1/2"SMS LD 12" EPARATI z
'w w r~- O.C.OR 3/16"0 ALUM. PER to O N Q II 13 j w oz w w
L.w>> POP RIVETS @6"O,C, TABLE2 pZt- GLASS OR IL MN.GLA SZuJ
t-w=0 w OR 1/4"0 ALUM.POP d o 4 DOOR— N 0 p N and " St
MN.GLASS 13 _ z u ro RIVETS @)12"O.C. E u m PER TABLE 2 Xd w m Zd F- a Hi g
SEPARATION (1 6 o N¢ L J a a
m
PER TABLE 2 X z O z 1- QT AND l u m a s
1/4-20 S.S.MACHINE I d.w.1 p d 1/4"MAX.FROM PIN d ±Z
L u a ASSEMBLY 1/2" GUIDE TO B— USHINU o
SCREW&NUT[01 N 1/2"
12"O.C. TYP. WASHER(TYP.) to HI Y
O 1!4"MAX.FROM PIN
_ GLASS 1/4"'MAX.FROM PIN m w 0 GUIDE TO BUSHING S
OR DDDR W 4 CONNECT ON TYPE
X GUIDE TD BUSHING WASHER(TYP.) ' R ' R
iv WASHER(TYP.) REFERENCE ANCHOR EbGE mIM✓IdRiM1IXLBEIMNWPE.
a 5 6 EXISTING CONCRETE, DIST. SCHEDULE FOR MAX.
m SPACING AS SHOWN 2-CONNECTION-TYPE Y5-2339
ty BLOCK OR WOOD EXISTING CONCRETE. 4 CONNECTION TYPE IN DIAGRAM ON PG,9 REFERENCE ANCHOR
OR FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALE:
"x 3"x 1/4"CONT, 3 CONNECTION TYPE #12 x 1/2"SMS 12" SCHEDULE FOR MAX. SPACING PADS DEs[RIPTkDN
�° SPACING.ALT.FASTENER EXISTING CONCRETE,
c 063-T6 ALUM.ANGLEREFERENCE ANCHOR O,C,OR 3/16"0 ALUM. LOCATION,FRONT AND BLOCK OR WOOD FRAMING
MAY BE REVERSED '• SCHEDULE FOR MAX. POP RIVETS(61 6"O.C. BACK ANCHORS NOT REO'D
S SHOWN DASHED) ISPACING DR 1/4"0 ALUM.POP WITH THIS LOCATION of1q
RIVETS P tr'o.c, .BUILD-OUT
WALL MOUNT SECTION 1 �ECEILING / INSIDE MOUNT SECTION .WALL._—1
D SCALE:3"=1'-0" II SCALE,3-=1'-0" ,�-SECTION
31 SCALE:3" 0
i
I
i
` r
I�
I
MRCLASS h9Qll 1Y1 jV�/OO,P.E.
GLASS SEPARATION Z
OR DOOR PER TABLE 13pp \ ��.•.. '//i/�'
w
r
tDwi N GLASS OR •I '
¢ DOOR
~ z0.
-
w 0. DOOR GLASS OR MN.GLASS
X"" SEPARATION z
EPER TABLE 2
x MN GLASS w .O �Frl
l~7 I. SEPARATION tx w m w w�j 9Q•'• •• ,
z H PER TABLE 2 w f-Q I-_ ij
V,D
314,
LA
I YIPI 13 X zoom 'A moo= >U �i e .
- /2" 1 ! F -o z C1 CONNECTION TYPE 13 X W x" J ,L,um$w°
_N - 1/4"MAX.FRO PIN GUIDE u Q REFERENCE ANCHOR Q u o z Z
70 BUSHING W SHIER(TYP.) 20 ¢ SCHEDULE FOR MAX. v a W •i 1 j 5.
q I TWO 1/4"0 WOOD ,25 " SPACING ¢" r 3 J
4 LAG SCREWS H 24" In CONNECTION`TYPE 7 j .250" 0 Lu
O.C.MAX.WITH 2" uj
' REFERENCE ANCHOR .1
THREADED PENETRATION SCHEDULE FOR MAX. '"O
°c "T"INTO CENTER OF 2X STUDS SPACING F B a
EMB."T' 14 SMS @ MIDSPAN BETWEEN /Y E
L.I /w H
STUDS FOR TRAGIC TO 1"x T.PLYWOOD& TUBE CONNECTION EXISTING HOST STRUCTURE
/
�i STUCCO FINISH i r
1"x 4"x.125" _
6063-T6 ALUM.TUBE „- -__;--
N DECORA-IVE'FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL WA Y
THIS DETAIL TO BE USED WHEN STUD SPACING SCALE-3"o 1'=0
d EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACI G. - - SCALE:3"=1'-0" F-a S Q m
G .WALL MOUNT SECTION THIS DETAIL MA
'(I m ¢
i4 O SCALE:3"-V-0" ALSAT TOPO BE SEO `j•�,pa g p
ACCORDION SHUTTER 3 g
PER PRODUCT APPROVAL-\ o —GLASS w ' a
F- t MR GLASS ~ c
= D SEPARATION OR DOOR _13 n
H - --- " n PER TABLE =
APPLICABLE n EXISTING WOOD 1(3-0.42)=0.42) O a
R BOTAT Z "
A ! X Q z TRUSS OR RAFTER
ND/OR BOTTOM
Qa X Q @ 24"MAX.O.C.
R
2.OR 3" F " F sail EXISTING FINISH
MATERIAL
rl '
g 1/2"MIN. ! 5 6Lj
1/4"MAX.FROM PIN GUIDE i o ^ n
IF, 2"x 5"x 1/B"6063-T6 ii ii w
TO BUSHING WASHER(TYP.) i i ^- "
2"x 3"x Ys"x CONTINUOUS OR .175" ALUM.ANGLE W/THREE i I I i coL c
w 2"x 2"x Ya"x CONTINUOUS _ 1" 3 6 1/4"TILE(TYP.) 1/4"0 WOOD LAG I' w ' e55
T
6061 FINISH MATERIAL SCREWS WITH 2-3/4"
-TG ALUMINUId ANGLE a
IMINIMUM THREADED
: 3/4"PLYWOOD PENETR."T"IN WOOD zfill
0.9"MIN.THICK 061-T6 ALUM TRACK X <' —1/4"0 A325 GRADE THRU BOLT @ 7"O.C. EACH RAFTER OF TRUSS, 5 6 rc y &
m ANGLE FASTENED TO FASTENED CR W !A WITH1/4-20E X �t OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C. 24"O.C.MAX.WHERE F `
EXISTING 3 KSI CONCRETE MACHINE SCREW AT 3"FROM ENDS '1" GALV.OR S.S. ANGLE EXTENDS BEYOND 65
A HOSTSIRUCTURE WITH AND 9"O.C.FOR E BALANCE ,IL LAST TRUSS MORE THAN ¢ a 5
1/4"0 ELCO ULTRACON TO CONCRETE/CMU 6", EXTEND ANGLE TO 3
Yq p;ELCOULTRACONS AT EXISTING CON RETE HOST �' S"O.C.W/1-1/4"MIN.EMB. tw-w s 5
y 3"
FROM ENDS AND 4"O.C. 2-1/2"MIN. NEXT TRUSS. W w f- °_ 12
F STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW 9"O.C.W/1-7/B"
FOR BALANCE WITH.1%a" !I �• MIN.EMB. IN WOOD SG 0.42.TO 0.55, I~-N=o Ygc
s MIN'EMBEDMENT AND 2YI" MAX.DESIGN LOAD AT 5'-0"MAX SPAN: EXISTING CONCRETE, J 13 ?? A `k
MIN EDGE DISTANCE, t G2 P.S.F. I ==Z u f". e
STAGGERED WIT,',.3"MIN. HOLLOW BLOCK OR •>w "L~7 O"Q fAPYRWYRfP/JC(LBBlUMOPE.
MAX.DESIGN LOAD AT 6'•0"MAX SPAN: WOOD FRAMING.SEE
SPACING,TlP, t 52 P.S.F. I H 2"x 5"x 1/B"CONT. X W Z H
ANCHOR SCHED. ALUM.ANGLE(6063-T6) Q ¢ 15-2339
BUILDOUT MOUNT STRUCTURE TYPE OF �va SCALE,BASED ON
NO SCALE t NTS IMAX.DESIGN LOAD z 72 P.S.F.)
Q PAGE DESCRIPTION:
Hb PASS THRIJ DETAIL O
SCALE 3"=1'-0" TRUSS MOUNT SECTION X99
: SCALE:3"-1'-0"
I
i
I
I
i
�i
EXISTING HOST STRUCTURE ALT,LEG DIRE11I
4'
ALL POINTS SOLID SET ANCHORS WITH 7/8-MIN
EMBED IN CONCRETE OR HOLLOW BLOCK,3'MINIMUM
EDLE 17 1'•N-ROM EDGE OF ACCORDION ROUND WINDOW SPACING,AND 3-MINIMUM EDGE DISTANCE
SHUTTER BLADES ASSEMBLY SPAN TUBE SCHEDULE
AX (2)6063-T6 ALUMINUM
ANGLES PER BEAM END,SIZE N
EMBED. PER SPAN TUBE PER
TOP OR BOTTOM
DESIGN SCHEDULE
i ACCESS HOLE 114-20 MACHINE BOLT WINUT
EDGE OF ACCORDION
SHUTTER BLADES :E u 12'O,C OR#14 x 3/4"SMS 6"O.C.
'OTT
'IT
,"'Mr T
TOPICAL - 1/2-MAX
5 6 x J
T >U!�
3'MIN <g'
EDGE Q�106
DISTANCE zabs
f��1117 0,j1ti4GLFW(TC R C!IVE MIN.GLASS 1 Z
Do A'�S M LY) 3:q
EXISTING SEPARATION 0, I III a 3:
.mAyJmuM OF J WO BOWS PFRTARI F) Lu �: I
GLASS OR rL a 3*
PER ZVERY OTHER BLADE
OR 0 V)
DO IVU D�, .
�UIJ) m Ow-
3"MIN < IDW
LIGHT-N-VIEW WINDOW 2: 2: .0
EDGE 1/2'MAX <
R.T.S. EXTERIOR ELEV 0 DIS TANC e;
1=0
V,M 5 6
R. � J1/4-MAX.FROM PIN GUIDE
Oo ;i z TO BUSHING WASHER Il'YP.1
Nty.
ACCESS 1/4-20 MACHINE BOLT WJNUT 0
1/2. HOLE 12"O.0 OR#14 x 3/4"SMS 6"D.C.
2.875*0 HOLE TO SPAN TUBE PER
DESIGN SCHEDULE
RECEVE ROUND EMBED.
WINDOWIASSEMBLY (2)6063-T6 ALUMINUM
ANGLES PER BEAM END,SIZE
.G Fj 0:
EXISTING PER SPAN TUBE SCHEDULE
H O
DST 1/4"0 THRU BOLTS SEE BEAM
SCHEDULEFO
CTURE R REQUIRED NUMBERS
14ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN X:0
EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM
STRU
SPACING,AND 3-MINIMUM EDGE DISTANCE
0.125" -0.0.032" 0.0321, MAX.DESIGN LOAD--+72 PSF 3z
�3 SPAN TUBE SECTION
0.196" N.T.S. VERT SECTION
2 SPAN TUBE SCHEDULE
NUMBER OF MINIMUM ANGLE
'�LLOWASLE TUBE NUMBER OF ANCHORSPER LENGTH
TUBE SHUTTER SPAN THRU-OOLTS ANGLE
ROUND SIZE SPAN _
__ o__'Tmo_m0M_ TPTOM
_0- OOT- V
+ WINDOW -TOP BOTTOM TOP 7iia iP
ASSEMBLY TUBE TUBE TUBE TUBE TUBE t TUBE TUBE TUBE oL633 a&
601 ..123.8" 135.2' 2 2 1 23
2"X
96" �1-at-7- 106.11 Tp
0,125, 2 2
2 si
123" 09.91 94.4" 2 2 3 3 7' 7"
6V 129A* 15TV 2 4* 7"
3-
2"X6'x 2 si
1"S. 124.1' 2 3 7* 7"
-i 9-6.
0125" �96 11020' 0. 2 2
23. 1'" 101,
go, 1380, 105.9- 2 2 3 3 7 _77'_
2"x8'4 go. 1227. iS5,r 2 2 4 7'. 10"
02.875" .188. f 0.125" . . - I H
123., 115 S io" -1=3
03.250" .4 137.5' 2 4
81 60* 158,1' 240.0' 2 4 7" Ill
qw, 140.'6*
LIGHT-N-VIEW WINDOW 1 123' 1322' 203.1- 3 4 97 0DFYNGHI VVIN.L�UOIAA00 P1.
SPAN
�_�NLII.F'I I�_"' rvlllll�Ll:��v�I'v�;T�cv�SSLX143IT-UL-94liB TUBE SCHEDULE NOTES:
I' USE 2"xrx1/4"OR 2"x5'pxl/4" FOR XS"&2"x6"BEAMS. 15-2339
2. USE 2.X5.XI/4.ANGLES FOR 2-XS"&2-x10"BEAMS. SCALE,
3. USE BEAM SCHEDULE FOR DETAIL 318. PAGE DESCRIPTION!
4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER
CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS.
S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND
BLADE W/ ROUND WINDOW BELOWITHE BEAM,MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS,
ANCHORS,ANGLES AND BOLTS),WITH THE SHUT-TER SPAN TAKEN AS THE SUM OF THE SPANS
N.T.S. EXTERIOR ECIEV ABOVE AND BELOW THE BEAM,
6. LAP BEAMS ARE NOT ALLOWED.
7, ALL BEAMS AND ANGLES TO BE 6063-715 ALUMINUM.
i
ANCHOR SCHEDULE: CONCRETE ��`` "�°° Ny P,%E.
11Rd0,
2.5"' ;EDGEAISTAN j�\{j� t
Spans Up TD--- 6'•0" ,- -Soan9�Up Ta.B'-3'1 SoanS UD To 12'-0 -- • "�+"T7!'+- t?'
o pmptt'' ANC Ips LOAD CONN TYPE I •' EONN4TYPE CONN TYPE `
C! C2 C3 ( C4 CS Ci KGSj CL C2 C3 C4 C5 .*.
_AN
4"(TW TAPCON OR EL " A37 16.0"16.0"ISA"16.0"I0.0"16,10 9.0 13'.0:1610 16.0" 9.5" 5.5" 8.5" 14.5" n z"
'ULTIUICON WRH 173/4" _ 16A"i6A"10.5"14,5"11,d 16.0"12.D 7.0 10. 1. 15.0" 7.5' 4.5" 7.5" 10.5" ..¢p"; PF
EMS-BED(3192psj,kiiN`�CQNt}2' 2 26.0"16.0" 8.5" 12.5"1C 0"16.0" 4.5" S.S" 8.5" 15.8"IS.O" 7.5" 4.5" 7.5" 10.5" �`p" 0 �HP
(4�
7U 16.0"13A" 7,07' 11.0 16 15.5 8A" _5.0 7.5 11.5 15.0" 7.5" 4.5" 7.5" 10.5" 2 x S iTYP. 7 1�B COMBINATION ,),� .` ``\
-----._... U
1U0 15.0" 7S" 4.5" 7.5" 10,5'19A" 7.5 4.5 7.5 10.5 15.0" 7.5" 4.5" 7.5" 10.5" 9 J 10 COMBINATION /JT
t/4"MILLENNM MILLFAST 43 16.0"16.0"15.0"16.0"16 Q"16.0"16.0"19,0" 13.5"116.0" 16.0" 8.5" 5.5" 9.0" 13.5" !
WITH 1-3/4"ENDED(3275pst 53 16.0"16.0"11.0"15.0"16 0"mo"11.0"14.5" &W
.5"10.4 13.5" 7.0" 4.5"17:5" 9_5" O
MIN CONCRETE) 62 16.0"15.0" 8.5" 13.0"16 0"16,0 8.5' .0" 13.5"13.5" 7.0" 4.5" 7.5" 9.5" µ, > LLI
' 7D i6A"120 70" 11.0"16 0"149" 7.0" 0" 10,5""13.5' 7.0" 4.5'_ 7S" 9.5"100 13.5" 7.0" 4.5" 7.5" 9." 13.5' 7.0" ,5" 9.5" 13.5" 7.0" 4.5" 7.5" 9.55 7u m1/4"ELCO CRETEFLEX SS4 43 16.0 16.0"16.0"16.0 26 16.4"i6A" .0"16.0"16.0"12.5" 8.0" 13A"16.0NW/2"EMBED(3350ps1 hill! 53 16.0 16.0 16.0 16.016 0," 16.0"16.0" .5'•16.0"16,0"10. 6.5" 11.0"14.0" 1 x S TYP. 2 x S iTYP. WtiWCONC) 62 160 15.0"12.5"16.0"1 ' I6 12.5" .0"16.0"16.0"10. 6.5" 11.0"14.0"70 16.0 16.0 10.5 16.0 16 0 i6A1D.51.5"15.0"16.0"10. 6.5" 11.0"14.0" o m100 16.0"10.0" 6.S" 11.0"34 0.'16.0"10.0" 3.0"14.W116,13"110.10-16.5" 11.0"14.0"' tip
I 1"MIN EDGE DISTANCE NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING. ¢
CI C2 c3 c4 051 cl CZ c3 e4 cs c1 cz c3 c4 is SPACING DIAGRAM FOR G2 & G4 CONNECTION TYPE:
1/4"ITW 7APCON OR ELCO 43 16_0"16.0" 7.S" B.D" 16 Oi 16.0"16.0 5,0" 5.5" 16.0"16.0" 9.L 3.0" 4.0" 14.0"
Ji ULTRACON WITH i-3(4" 53 36.0"16.0" 5.5" 6.5" 16"OP 16.0"12.0" 4.5" 16.0"14.5" 7.5"f 10.0" - C2 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE
ANCHORS ONLY
m EMBED(3192psl MIN CONC) 62 16.0"IS.S" 4.5" 5.5" 1610f 16.0 9.0" 4.D" 14.5"14.5" 7.5 10.0 - C4 CONNECTION TYPE USING PIECE 0 WITH
70_16.0"1i_5" n.0" 5.0" 160 is.o" 7.57 11.0^14-5^ 7.5^ OUTSIDE ANCHORS ONLY
_ 14.5" 24,5" T.5_ ,50.0"f4.5" 7.5 10.0-
i
0.0"
1/4"MILLENIUM MILLFAST 43 16.0"16:0"11.0 13.5"i6,q;16.0"13:0" 6.5" 9.5" 16.0" 4.0" 6.5" 10.5" 01 8
c7 WITH i-3j4"EMBED(3275pst 53 56.0"i6A" 8.0" 21.0"1610"16.0" 9.6" 5.0" 7.5" 16.0"10.5" 5.5" S.5" Z5" ANCHOR NOTES:
d MIN CONCRETE fit 16a"11.5" 6.0" 9.0" 16 tl"13.5" 7.0" 4.0" 6.5" 11.0"10.5" 5.5" S. 7.5"
CONCRETE)
7tl 16.0'• 9.5" 5.5" 8.0 16."11.5'• 5.5" 5.5" 8..0 10.5" 5.5" S.5• 7.5" 1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING v>rn�¢m
ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE p S a 0 r9
100 10.5' 5.5" 5.5" 7.5'1 10.5" 5.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). p=5(m
B u (I 1.114"MIN EDGE DISTANCE d
g 114"ALL-POINTS SOLID-SET -- 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, �m"z
S V ANCHOR W/7/8'EMBED& Cl C2 C3 C4 C ! CI C2 C3 C4 C5 C1 C2 C3 C4 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR U Q
1/4.20 SS MACHINE SCREW 43 l6.0"15A" 8.5" 10.fi
L6.0"L2.Q' S.5" 7.5" 16.0"12.5" 6.5' 3.0" S.0" 10.0" - T%AL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER m p
- THAN OR EQUAL TO SHUTTER SPAN, r E w
(3000psi MSN CONC) 53 16.0"15.0" 6.5" 8. 16.0-
6
6.0" 8.5" 4:0" 6.0" 15.5"10.0" 5.0" 4.0" 7.0"
6 62 16.0"11.0" 5,0" 7 12,5 6.5 J.5 5.0 10.0 10.0 5.0 4.0 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYFE.70 16A" 9,0" 4.5" 6: 30.5 5.5 3.0" 4.0" 8.0" LD.o" 5.4" 4.0" 7.0"
v 100 10.0" 5.0" 4:0" 7.01 Ib.O" 5.0 4.0'• 7.0" 10.0• 5.0" 4.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE ze $
BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER
m ! 3"MIN EDGE DISTANCE ANCHOR TYP BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE
a
114"ALL-POINTS SOLID-SET - --- In°
F ANCHOR W/7/8'EMBED& CONNECTION. PE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF
LL C1 C2 C3 C4 C i C1 C2 C3 C4 CS C1 C2 C3 C4 C5 d
CONNECTION TYPE. o
SJ4-20 SS MACHINE SCREW 43 16.0"16.0 16.0"16.0"16.07 16.0 i6.tl'I1.S"16.0"16A"L6.6"SIA" 7.0 11.0"16.0" r t
(3000ps1 MIN CONCj 53 16.0 16.0"73,5"I6.o"_i6."", 16.p"1A.0" 8.5" 13.5 16.0 16.0" 85" 5.5" 9.5'• 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE
& 62 T6-,D-15.0'"20.S.
L."
16.0 16.0" 8.5" 5.5-19.5', 12.0" ONLY.
•� 70 16.0"15.0" 9.0 14,0 i6,,"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
m 100 16.0" 8.5" 5.5" 9.5" 12,0"16.0" 8.5" 5.5" 9S" 12.0"36.0" 8.5" 5.5" 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT
r2.5/8"MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
1/4"POWERS SS DROP-1N --- - FINISHES. _
1N/114-20 SS BOLT AND Ci C2 C3 C4 CSI Ci CY C3 C4 CS Ci C2 C3 C4 CS o _ �'�
1"EMBED(3000ps1 MIN 43 16,0"16.0 14.0 16.0"16.0 10.0 19.0" B.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 <BIt'� I y
CONC) S3 360"16.0" 14.0"i6.9 16.0 9.5 6.0 10.0"16.4"ii-5" 6.0" 4.0" 7.4" e.o'. VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQQUATE WOOD FRAMING S ':y
62 16.0"12.5" 7.5" 12.0"1 14,5 7.5 5.0 8.5 11.5 31.5 6.0 4.0 7.0 B.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE VNLY FOR n !VISA
SIDE CLOSURE PIECES. 9 g Av,
m
I)CM10.5"16.'i 12,o 6.0 4.0" 7.5 9.0 11.5 6.0 4.0 7.0 8.0"
E 100 11.5" 6.0" 4.0` 7.0" e.0"i 11.5" 6.0" 4.0" 7.0" 8.0" 11.5 6.0" 4.0" 7.0" 8.D" 8. WHERE e L SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER
N I 3.1f2"MIN EDGE DISTANCE SHALL B£LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN. WOOD STUD.3/4" 4
114"POWERS SS DROP-IN -- { - EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING, t�G SCREWS SHALL
W/1/4.20 SS BOLT AND Ci C2 CI C4 CS( Cl C2 C3 CM1 CS Ci C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. ggg
m 1"EMBED(3000pst MIN 43 16.0"16.0"15.0"16.0"16.09 16.0"14.5' 9.0" 13.5"16.0"15.0" 7.5" 5.0" 9.0" 12.0" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 112"ENGAGEMENT OF THREADS IN k !)�
f CONC) 53 16.0"16.0"10.5 15.0 1_6;1�9 i6-0"L0.0" 6.5•' 10.5"16.0"12A" 6.0 4.0" 7_5" 8.5': BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER G, G
62 16.0"13.0" 8.0" 12.S"16.0",15.0" 8.0 5A" 9.0" 12.0"12.0"6.0 4.0" 7.5 B.S" HEAD(SIDEWALK BOLT),U.O.N. 4
70 16.0"SO.S" 7.0" L1.0 16.09 iL5" 6.51 4.5 8.0 9.5 12.0 b.0" 4,0" 7.5" 8.V'
y ,
100 12.0" 6.0" 4.0" ZS" B.5"I t2.0"I 6.01 4.0" z5" B.5^ 12.0" 6.0^ 4.0" 7.5" B.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE U5E5. o �
I 2'MIN EDGE DISTANCE * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW,
NUT OR WASHER WTNGNUT. L"OP11UO8IFIWIXLBEMLVNOP.E
#12 SMS W/2"EYEWALL C2 I C2 I C3 I C4 CS 11 Cl C2'I C3 I Cd I CS I CI C2 C3 C4 CS
ARMOR INSERT W(2-EMBED 43 16.0"16.0"111.5"14.0"16.0"16.0"16.0-17.5-110.0"116.0"116.V 9.0" 4.5" 6.5" 13_5" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15"2339
(2000pS1 MIN CONC) 53 16.0"16.0" 8.5" 11.0"16.0'1 16.0"11.5" 5.5" 80" 16.0"114.0" 7.0" 3.5" 5.5" 10.0".0"15.0" 7.0" 9.5" 16.0"16.0" 9,0" 4.5" 6.5" 14.0•'14.0" 7.0" 3.5" 5.5" LOA" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO SCALE:
-
62 16
DRtLt INTO HOLLOW BLOCK NOR SNO{1Lo IMPACT DRILLS BE USED TO INSTALL PAGE OESCRI PTSONf
70 16.0"12.0" 6.0" 8.0" 16."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"13.5" 5.5" 10.01,14.0" 10.4"14.0" 7.0"'7,0" 3.5" S.5" 3.5" 5.5" 10.0"
$ #li SMS W/2.75"EYEWALL d3 t6.0 IG.O"1G.0"16.0 IG.'i 16,0"16.0 10.0 14.0 16.0"16.0"11.5" -6.0" 9.5" 16.0_'
.(i ARI4OR INSERT W1 2.Y 53 16.0"16.0"12.0 16.0 16.-136.0"15.0" 7.5" 3L0"16.0"36.0" 9.0" 5.0" 8.0" L3.0" /^� c9
a E?48ED(2000psI MIN CONC) 62 16_0"16.0" 9_S" 13.5"16."16.0"11.5' fi.5" 9.5" 16.0"16.0" 9.0" 5.0" 8.0" 13.0" (['I t
n 70 16.0"16.0 e.o" 11.5"16."1 16.0" 9.5, S.5" B.5" 14.0"16.0" 9.0" 5:0" 8.0" 13.0"
L00 16.0" 9.0" 5.0" 8.0" 13."i 16.0"1 9.0" S,0" 8.0" 13.0"Sb.O" 9.0" 5.0" 8.0" 13.0"
f
�I
ANCHOR SCHEDULE: CONCRETE
'
2-3116"MSN EDGE DISTANCE 3-118"MIX EDGE 035TANCE , •4!`i/; F.=.
Spans Up p 6'•0" Spans Up To 8'-3" Spans Up TO 12'-0" Spans Up 70 6'•0" Spans Up To 8'-3" Spain UP To 12'-0" �
�rr (A CONSJ'}YPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE ,k
O ANCHOR
x Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS C1 C2 C3 C4 CS Cl C2 C3 U C5 Cl C2 C3 C4 CS '
5116"ITV!TAPCON XL WITH 43 16.0"16.0"16,0"16.0"1b.0"16.0"36.0"22.0"16.0"ib.0"!6A"11.0" 7A" 12X"36.0'•16.0"16.0"16.0"16,0•'15.0"56.0"16.0"12.5"]6A"16.0"Ib.6"11.5" L5" t2.0"16.0" X11;
1-3/4"EMBED(2899ps1 MIN 53 f16
16.0"14."16.0"16.0"16.0"14.5"19.0" 14.0"16.0"16.0" 9.0" fi.0" 10.0"12.5"16.0"16.0"14,5"16.0"76.0"16.0"15.0" 9.0" 14.5"16.0"16.0" 9.5" 6.0" 10.5"13.0" �3 ,�(C�
CONC) 62 16.0"11.5"I6.0"t6.0"16.01,]1.5" 7.5" 12.0"Sb.0"16.8" 9A" 6.0" 10.0"12.5"1b.0"16.0"11.5"16,0"16,0"16,0•'11.5-17.5' 32.0'•16.4"16,01, 9.5" 6.0" 10.5"13.0" i
�. > 70 15.5" 9.5' ISA" 16.4"16.D" 9.5" 6.0" 10.5"13.5"16.0" 9.0"'6.0" 10.0"12.5"16.0"16X"10.0"15.0 16.0"16,01,10.0" 6.5" 10,5"14.0"16.0" 9.5" G.0" 10.5"13.0" '��/ 1yS•.I?YJ{E~Vh:\`
_______._______ .._____.___.__ "3u
100 9,0" 6.0, 10.0"12.5"16.0" 9.0" 5.0" 30.0"32.5" 16.0" 4.5" 6.0" 10,5"13.0"26.4" 9.S" 6A" 10,5:'33.0"f6.0" 9.5" 6.0" 10.5"13-0"
Sj36"ELCO UL7RACON]V1TN ,d3 16.0"16.4"16.0"16.0"16.0" 16.0"13.5"15.0"16,0"SG.0"12.0" 8.0" 13.5"16.0"16.0"16.0"16.0"16.0"16X" LL 16.0"15.0"16.0"16,0"16.0"13.0" 9.0" 15X"I6.L T
1.3/4"EMBED(3500ps1 MIN 53 ]6.0"16. 16.0"16.0"16.0" 15.5"10.0"16.0"16.0"16.0" 9.5" 6.5" 11.5"13.5"1G.0"SG.O"16.0"16.0"16.0"16.0"16.0"11.0"16.0"16.0"16.0"24.5" T.5" 11.5"15.0" �U
CONC) 52 16.016.0"16,01, 12.0" 8.0" 24.0"10"10 11.5"13.5"16_0"ib.0'14.0"16 0"16.0"16.0"13.5" 9.0" iS.O"16.0•'16.0"10.5" 7.5" 12.5"15. o70 16.0"10."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"I6.0"11.5"16.0"16.0"16.0"11.0 7,S" 1J.0 16.0 1G.0 10.5 7.5 12.5 15.0 V ,t,m uyj p.9
V 100 16.0" 9.5" b.SM 11.5"13.5"26.0" 9.5" 6.5" 1].5"13.5"16.01, 9.5" 6.5" I].5"13.5" 20.5" 7.5' 12.5"15.0"16.0"10.5" 7.S' 12.5"15A"16.0"10,5" 75" I2.5"I5.0" WI!,u� W
3/4"304 SS POWERS TAPPER 1.1/2"MIN EDGE DISTANCE _ 3"MIN EDGE DISTANCE _ _ _ __ o
WJ 1-3J4'EF18ED(30D0ps! Ci C2 C31 U CS Ci C2 C3 CA CS Cl C2 C3 C4 CS Ci C2 C3 Cq CS Cl C2 C3 CA CS CI C2 C3 U CS UJ C
MIN CONC) q3 16.0"14.5" 6.5' 8.5" 16.01,12.5" 7A" 4.0" 4.0" 12.5" 7.0" 3.5" A.0_' S.5" 16_0"16.0"13.5"16.0"16.0 16.D 14 A" 8.0 12.0 I6.0 1-0.5 7.5 4.S" 0.0" 11.5" 0 IN
.b _.� ._ _._-
8 53 14.4" 8.5" 4,5' S.5" 14.0" 9.0" 4.5" 3.4" 4.5" 9.0" 6.0" 3.0" 3.0" 4.0" 16.0"16.0" 9.5" 13.5"]6.0"16.0" 9.5" 6.0"' 8.5"
62 11_51, 6,5" 3.5' S.5" 12.0" 7.0" 3.5" 4.0" 6.0" 5.0" 3.0" 3.0" 4,0" 16.0 13.0" 7.5" 11.0"16.tl"14.5" 7.5" 5.0" 8.0" 12.0"12.0" 6.D" A.0" 6.5'1
8.5"
@ 7D 9.5" S.0" 3.0' S.0" 10.0" 6.0" 3.0" 3.5" 4.5" b.D" 3.0" 10.5" 6,5" 10.0"16.W.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" G,0" 3.0" 3.0" 4.0 12.0 6.0 4.0" 4.0" 6.5"
ANCH0R SCHEDULE: HOLLOW CONCRETE BLOCK
1"MIN EDGE DISTANCE 2.112"FEIN EDGE DISTANCE
^_. _
G Spans Up to 6-6" Spans Up Ta 8'-3" Spans Up To f 2'-0" Spans Up To 61-01* Spans Up 7a 8'^3" SOdnS UD To 12'-4" �
v
LOAD
EONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE ley r o
d O ANCHOR (psi) T�•'� 1 p
x C1 C2 C3 U a CS CL C2 C3 U CS C1 C2 C3 C4 CS Ci CZ C3 C4 CS Ci C2 G3 C4 CS CI C2 C3 C4 CS vJ rn Q m
w° 114"1TW TAPCON WITH
8.5"`7.0" 3.5" 8.5" 6.0" 3.5" 6.0" 3.5' 11.5"10.0" 5.0" 6 S' 11.5" 8.5" A.S" 3A" 4.5'
1-1/d"EMBED S3 7.0" 4.0" 7.0" 3.5" 9.S" 6.0"
D.0•' 4.0" 4.5" 8.0" 5,0" 3.0•' 4.0"
3.5" 3.S" 6.5" 4.0" 3.0"
100 4.0" �f 4.0" 4.0•' �V�_./\` B E Ct
1/4'ELCO ULTRACOFJ WITH 43 13.0"10.5" 16.5" 13.0" 9.0" 9.0 13.0"10.5" A.5" 6.0" 13.0" 9.0" 5.0" 3.0" 4.0" 9.0" S.0" 4.0" �V.• srS p
1.1/4"EMBED 53 SD.S" 65" 10.51, 6.5" 6.5" I0.5" 6.5" 3.5 SA" 10.5 b.5"; 3.5 3.5 6,5"" 4.0" 3.0" .E r
u 62 8.5" 9,0" 8.5" 4.S' 4.0" 9.0' 4,0" .0 o g
70 7.0" 7.5" 7.0" 3.5" 3,5" 7.5" 4.5": 3.D" k,0"' 3.0"
F 100
�° 0 1/4"MILLENIUM MILLPA57 43 12.5"1D.5"14.01115.0" 9.4" 5.0" 9.0" 5.0'• 4.0" 13.5"11.5" 5.5" 7S" 13.5"10.0'f SS" S.0" 10.0"
m ANCHOR W/1-1/4"EFIBED 53 10.0" 6.0" !4.0" 10.0" 6.5 6.5" 4:0" 5.5" Ii.tl" 7.0 4.0" 7,0" 9.5" iL�v_1J
c62 4.0" 4.0" 9.0" 5,0" 5.0" 9.S" S.S" 4.5" 4.5"
70 6,5" 7.0" 4.0" 4.0 7.5 4.0"
G i 100 4,0" 4.0" 4.0'•
4,5"
v 1 1-1 j4'MJN EDGE DISTANCE _ 2"MIN E_DGE DISTANCE
3 1/4"ALL-POINTS SOLID-SET - -
O ANCHOR W(718"EMBED& Cl C2 C3 I C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl G2 C3 C4 CS ClC3 C2 C3 C4 CS
n U4-20 55 MACHINE SCREW 43 35.0"13.0"_S.6"� b.0" 15.0"13.0" 6.0" 3.0" 4.0" 21.0" 6.0" 3.0" 16.0-76,0" 8.5" 10.0"ib.8"I6.0"10.5"
x
__12.5" 7.5" 3.5" 8.0" 4.0" 3.5" 8.0" S•0" 3.5" 16.0"13.0" 6.0" 8.0" Ifi.0"14.0" 7.5" 4.0" 5.5" 13.5 9.0 4.5 d.0" 6.5"
6.5" 3.0" 5.0" 5 3.5" 16.0" 9.5" 5.0" 6.5" 1610"
.� 70 8.5" 4.5"�/ 13.5" 9.0" 5.5" 4.0" 5.0" 3.5" 14.5" 8.0" 4.0" fi.0" 15.5" 9.S" q,5" 4.0 7.0 9.0 A,5" A.0" 6.5" 51 ?
3.5" 5.0" 3.5" 9A" 4S" A.0" 6.5" 9.8" A.S" 4.0"
5/16"ITW TAPCON XL WITH 3"MIN EDGE DISTANCE 4"MIN EDGE DISTANCE ¢p�
m
1-3/4'EMBED CI C2 C3 1 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 U CS Cl I C7 C3 Cd CS Cl C2 C3 C4 C5 4E
939.0" 12.0"16.0"14.0" " 5.0" 8.5" 14.0" 8.0" 4.0" 3.0" 5.5" 6.5" b
H 53
rs 62
1 70
$$P 100 6.5" 3.0" 4.S" 4.5" 6.S" 4.5'• A.5" 6.5" 4.5" 4.5" ��h 90, lip
} 1 1-9116"MIN EDGE DISTANCE 3.1/8"MIN EDGE DISTANCE -
5116"ELCOUCTRACONWITH • Ci C2 C3 IC4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS CI C2 C3 C4 CS CI C2 C3 C4 CS CI C2 C3 C4 CS 00PYRrMFRNML0D2APWP.E.
1-1/4"EMBED 4312.0"10.0" �.l
�70
15.0" 8.5" 7.5" iS.0" 8.S" 7.0539.5" 6.0" 9.5" 6.0" G.0 16.0 11.0" " •' " 15-2339
62 8.0" B.Q" 14.0" 8"t46.5" 7.0" 11.5 7,0 7A° RAGEDESCRIPTION, -
100
99
�', ANCHOR NOTES;SEE SHEET
9 EOR ANCHOR NATES.
e
I t
"
��'%
ANCHdR SCHEDULE: HOLLOW CONCRETE BLOCK :;;
;,;�E
2"MIN EDGE DISTANCE Spans Up TO8'-3" spans Up TO 12'-0" r7
• 0 o LOAD CONN TYPE CONN TYPE CONN TYPE ,t
s ANCHO (VSD C1 C2 C3 C4 CS Cf C2 C3 C4 C5 CI C2 C3 C4 C5 40.465
012 SMSJ W/2"EYEWALL 43
3 16.0 . 759..0" 16.0"15.5" 8.54.56.5" 15,5" 8.5" 4.54.0" 70
ARMOR I $ERT W/1.1(4" 53 160" " .0"
! 16.011.06.D5.0k107.03.5 .5" 5."
EMBD
a
62 I47.S" 4A" fi.0" 14.5" 9.0" 4.5" 4.0" 7.0" 7.0" 3.5" 3.5" 5.0-
.0,, A
z 70 11.5" 6.0" 3,5" S.5" 12.5" 7.5" 3.5" 3.5" 5.5" 7,0" 3.5" 3.5" 5.0" �(��• it�t+0t. 2'G.'b^
100 7.0" 3.5" 3.5" 5.0" 7.0" 3.5"/3.5" 5.0" 7.0" 3.5" 3.S" 5.0'• iii',F' ,•_,EL ,I a
ANCH ��R SCHEDULE: WOOD {G=0,55)
314'MIN EDGE DISTANCE r1�h >U
Spans Uv To 61•0" anUp TO 0'-3" Spans Up TO 12'•0" y';+9 y ED S p
o��Ozz ANCHOR ! LOAD CONN TYPE CONN TYPE CONN TYPE L iJ1WCi w z
x G {Os0 Cl C2 C3 C4 C5 Cl C2 C3 C4 I C5 Cl C2 C3 C4 CS W •'' w
1/4"LAG�}}�CREW WITH 1-3l4" 43 16.0"14.0"Sk.S"12.5"26.0"16.9'116,1 7.5" 4.0" 16:0"16.0"14.5" -0.5" 6,0" 16.0" rL `A
MSN THRPAb PENETRATION 53 16.p"16.0" B.5" 10.0"16.0"16.0--116.0" 6.0" 7.0" 16.0"16.0"11.5" 4.0" 5.0" 16:0_ N W
62 16.0"164" 7,0" 8.5" 16.0" 16.0"114.5"15.0" 6.0" 26.0"16.0"Si.S" 4.0" S,0" 36.0" W
� �t '• 70 16.p"I6.0" 6.0" 7.5" 16.0"16.0"22.5" 4.0" 5.5" 16.0"16,0"11.5" 4,0" 5.0" 16,1)" N p
c 100 16.0"11.5" 4.0" S.0" 1G.0"16.0"11.5" 4.0" S.D" 16.0"16,0"11.5" 4.0" 5.0"
m 7/ib"WO D BUSHING WITH 43 MO"16,0" 8.0" 10.0"i6.D"15.5" 05 4.5" 7,0" 15.5" 8.5" 4.5" 4.5" 7.0"
N o 1.13"MINFEMBED a 14-20 "-`_0..-f4 _.._- .
/ 53 16_0"10.5" 5,5" 9.0" 16.0"11.0" 6.0" 3.5" 5.5" 11.0" 7.0" 3.5" 9.0" 5.0" r"
SS MACHINE SCREW 62 I4.0"-T,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" m
b0 o L�mrvi _ 70 17.,0" 6.0" 3.5" 5.5" 12.5" 7.5" 3.5"j 4.0" 5.5' 7.0` 3.5" 4.0" _S.0"
00 , 100 7.0" 3.5"' V47.0-.0" 3.5"� 4.0" 5A" 7A" 3.5" 4.0" 50`-F14 SMS¢R N34 WOOD 43 16.0"16,0" 12.5" .0"16.0" 0.0" 10.0"16.0"16.0"11.5" 5.0" 7.0"SCREW WITH 1.3/4"MIN 53 16.0"Ib.D" 40" .0"15A"' b.0" 8.8" 16.0"16.0" 9.5" 4.0" 5.5" 13.0"
THREAD PENN �0 36.0" 6.5" .0"10,0' 45" 6.0" 14.0"16.0" 9.5" 4 Q" 5.5" k3.0"100 16.q9.5" 4.0" .0" 9.5" A.0" S.5" 13.0"116.0" 9.5" 4.0" S.5" 13.0"
v
ANCHOR SCHEDULE: WOOD
s E 3/4"MIN EDGE DISTANCE
Spans Up To 6'-D" Spans Up TO '-3" Spans Up To 12'•0" (a p
ANCHOR ! LOAD CONN TYPE CONN TYRE CONN TYPE llliii E 3
g x G (851) C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2' C3 C4 CS c g
2!4"LAG SCREW WITH I-314" 43 16.0'16,0" 9.0" IOA"l6.0"16.0"i6.b" 5.5" 7.0" 16.0"36,01 I.Y. 3.5" 4.5" I5.0"
.5 MIN THREAd PENETRATION _53 16.p"16.p" 6,5" 8.0'• IG.O"IN:;12.5" 4.5" 5.5" 16.0"I5.0" 7.5"' 3.0" 4.0'" 11.0, � y
a N I 62"Sb.O"16.0" 5.5" 6.5" 26.0"56.0" 4.5" 3.5" 5.0" 15.0"15,01 7.5'4 3.0" 4.0" li.tl" o
' 70 16.0"13.5" 4.5" 6.0" 16,0"16.0" B.0" 3.0" 4.0" 11.5"15.0" 7.5" 3.0" 4.0" 11.0"
E ty 100 15.0" 7.5" 3.0" 4.0" I2.0"15.0-17.3-13.0- 4.0" ik.0"15.0" 7.5" 31" a,0" 11.0"
S14 SMS R A14 WOOD! 43 16.0"IS 00" B. 10.5"16.0"16.0"_12.5" 5.5" 7.0" 16.0"13.0" 6_5" 3.5" 5.0" 10"5"
ooD SCREW Wt`H 1-314"MIN: 53 16,P'16.0" 5.5" 8.4" 36.0"16.0" 8S" 4.Q1�4 160"10.5" 5.5" 2.5" 4A" 7.5"
u 3 THREAD PENETRATION 62 16,01 11.5" 7.B" 16.0"k3.0" 6.5" 3.510.5'10.5" 5,5" 4,p" 7.1"
•� 70 16.0" 9. 4,S" 6.0" 16.0"Y1.0" S•5" 3.08.0" 10_5" 5.5" 2S" 4.0" 7.5"
m o.-nvgggggg
100 10.5" 5.5" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5" a C @q
ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCKq 6yi
4"MIN EDGE DISTANCE _. _ .___ Z r` 'till
C I Spans Up TO 6'-0" Spans Up To 0'•3" Spans Up TO 12'-0" fill
n ti i LOAD CONN TYPE CONN TYPE CONN TYPE
O ANCHOR yC
x SPS CI C2 C3 C4 CS Cl C2 C3 Cd C5 C] C2 C3 Cd CS 6
5116"STYE APCON XL Wj, 43 Yb.O"ifi_0"160"16.0"16.0"56.0"16.0"iS.O"16.0"16.0"ib.0"15.0" 9.0" 14.0"
2-ij4'MIO N�EMBED 53 I6.0"16.0" 16.0"16.0"16,0"16.0"16.0"111.0"56.0"16.0"16.0"12.0" 7.5" 166 6
62 16,01 16.0"k4.Q"Y6.0"1G.0"36.0"1S-0" 9.0" 14.0"16.0"16.0"12.0" 7.5" 12.0"16.0"
70 16.0"16.0"11.5"16.0'16.0"16.0"12.5" 8.0" 12.5_16.0"16.0"12.0" 7.5" 12.0"16.0"
100 16.0"12.0" A5" 12.0"16.0"16.0"12.01 7.5" 32.0"16.0"16.0"12.0" 7.5" 12,01 16.0" 3i a 1 EYa
O`✓O 5116'ELC ULTRACON wj 43 26.0"16.0"10.5"14.0"16,0"16,0"SD.S" 6.5" 9.5" 26,0"T556.5" 9.0" IX'90lKHIFPNtiL SEhIWSA PE.
O 2.1/4'MIN EMBED 53 16.0"13.5" 7.5" 11.0"16.0"14,0" 7,T' 7.5" 13.5"
ib.0"10.0" 6.0" 9A" 16.0"31.0" 5.5" 6.5" 9.0" s.s'4" 15-2339
70 15.0" 8.0" 5.0" 8.0" 15.5" 9.5" S.5" 7.0" 6.5"o 1 100 9.0" .5.5" 6,S", '-- 5.5" 6.5" 6.S" PAGE DESORSPT701H
u _" 2'MIN EDGE DISTANCE
Ci C2 C3 C4 CS Cf i C2 C3__C4 CS Ci C2_ C3__Cd _CS_
a-SMS W 2"EYEWALL 43 16.0"16.0" 9.5" 11.5"16.0"16.0" 24.0"6.0" 8,0" 1G.0"14.5" 7.5" 3.5" SS" 11.5" °�9
ARMOR INS RT W/2"EMBED 53 26.0"16.0" 7.0" 9.0"N16&."16.0" 4.S" -0.5"" 6.5" Sb.O"11.5" b.0" 3.0" 4.S" 8.5"
62 16,0"13.01 S.S" 7.5" 34.5" 7.5" 35" 5.5" 12.0"I1.5" 6.0" 3.0" d.5" 8.5" ANCHOR NOTES;SEE SHEET4.54.5" 8.5" 11.5" 6.0' 3.0" 4.5" 8.5" 9 FOR ANCHOR NOTES. LJ LJ
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