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FL# FL13757-R5 SEP 2 2 2017
Application Type Revision
Code Version 2014 PERMITTING
Application Status Approved St. Lucie County, FL
Comments
Archived
Product Manufacturer Town and Country Industries,
Address/Phone/Email 400 West McNab Road
Ft.Lauderdale, FL 33309
(954)493-8551
tomj@tc-alum.com
Authorized Signature Frank Bernardo
frank@engexp.com
Technical Representative Thomas B.Johnston
Address/Phone/Email 400 west McNab Rd.
Ft.Lauderdale, FL 33309
(95 4) 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. Bernardo, P.E.
the Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation&Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By- ORLANDO L. BLANCO,P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL13757 R5 COI Index 2.1)df
FL13757 R5 COI Index 3.pdf
FL13757 R5 COI IndeD.odf
Referenced Standard and Year (of Standard) Standard Year
ASTM E1886 2006
ASTM E1996 2005
ASTM E330 2002
TAS 201 1994
TAS 202 19)4
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL13757 R5 Equiv Equiv 2.Ddf
FL13757 R5 Equiv Equiv 3.Ddf
FL13757 R5 Equiv Eguiv.pdf
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
Dale Approved 06/22/2015
Summary of Produ cts
FL# Model, Number or Name Description
13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL13757 R5 II Dwg.DdF
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 R5 AE Eval.odf
span/pressure combinations and additional limitations of Created by Independent Third Party: Yes
use.
13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL13757 R5 II Dwo 2.odf
Approved for use outside HVHZ: Yes Verified By: Frank L.Bernardo,P.E.PE0046549
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:See installation drawings for allowable FL13757 R5 AE Eval 2.1)df
span/pressure combinations and additional limitations of Created by Independent Third Party:Yes
use.
13757.3 �E.A- sential Facilities Accordion Aluminum accordion shutter approved up to missile level"E"
for use with essential facilities and wind zone 4 applications.
Limits of Use Installation Instructions
Approved for use in HVHZ: No , FL13757 R5 IT Dwo 3.odf
Approved for use outside HVHZ:Yes Verified By: Frank L.Bernardo PE-0046549
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:+110/-128 Evaluation Reports
Other:See product drawing for additional information, FL13757 R5 AE Eva[3.0
anchorage,etc. Created by Independent Third Party: Yes
Back Nest
Contact us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850.487-1824 ,
The State of Florida is an AAJEEO employer,C n rioht 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 2
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record,If,yqu do'not wish to
supply personal address,please provide the Department with an email address which can be made available to the public.To determine if you are 4.1icensee under v.
Chapter 455,F.S.,please click here
- Product Approval Accepts:
:. Cru--.clic
Sate ..
_
I 6 STREAMLINE SHUTTER
FOR USE WITHIN AND OUTSIDE THE HVHZ
GENERAL NOTES:
1: .THIS SYSI'C:M HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING
ODE "CS'U SE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE =�
1NTEriNATi•JNAL BUILDING CODE(IBC AIND INTERNATIONAL RESIDENTIAL CODE(TRC).THIS SYSTEM UNLIMITED WIDTH 4; o
MEE,S III LEVEL"D"AND IN LU ESSENTIAL FACILITIES AS DEFINED IN ASTM E1496 09. — q. A �N^: a
SEE PRODUCT EVALUATION.REPORT FOR MORE INFORMATION. SECTIONOfF w
2. POSITIVE AND NCGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE ��
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE,PRESSURE TOP TRAC&,'
kEOUfREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE ffi
FLS i1E?A i it IIC.t CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN
VRESSUREE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. � j u�w€a
o TESTIVG WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. ¢�o L7<d
4. .D'-SIC,N PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 Zg s m e w o
SAFEI Y FACTOR. Z N O q p
5. 1 HIS a"'(SiEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REpUIRED FOR ALL WIND PLAN vl£w W
ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL
CRIT-ze<IA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION, u3
g� 6. NO,INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND 14 o w
LOA^-DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. a o p
7. 'DETERWNE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE A w a
DOCUMENTS IRI ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR x
WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85In
$LiP.iL
BE.USED. I
S, THE S ST h127ETAILEO HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC y a m
SITE. X N
9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL f n e
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME p
PZODUCT F,PPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER (% '" ni�s
u 61G`r-23 OF THE FLOkiDA ADMINISTRATIVE CODE.
d 10, THEM'APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE I{�
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR .n� +
VERIFIES T'aAT THE c'XISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM o4zz:1
=).G e O m
THE STRUCTURAL SUBSTRATES CETAILED HEREIN. a
11. ANY{,ODIFICATIQNS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL '11w?m a `
WHEN.EN,S. HURRICANE PROTECTION a
12. WHEN THE,SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING. BOTTOM � ��
OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND TRACK 6 r
g SEA4ED BY.A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE C_1 of a
DEVIATION,.ASA CONDITION TO THE BUILDING OFFICIAL GRATING HIS/HER APPROVAL. LOCKING MECHANISM,SEE E
. 13, EACr?,SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS n g
m INFOktIATION: 3 <
TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION
•FORT LAUDERDALE FL
MISSILE LEVEL D-ASTM E1886,E1996&E330 1 SHUTTER ELEVATION o
TAS 2011 202&203 N.T.S. EXTERIOR ELEV
FLORIDA BLILDING CODE APPROVEb TABLE 2' 1
14. ALL EXTRUSIONS SHOWN SHALL BE 5063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 "
F 'K.LL S.I;
15. ABOLTS AND WASHERS tEXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS
d MINIMI_'M TENSILE STRENGtH OF 60 K.S.I,;U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/1610 5052
ALUNN.,ALLOY.
"''.:L:j�TUT ETERS SHALL,HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL. 'g��
;'.t'JX�'•L.00K AT CENTERCR SIDE CLOSURE. HVHZ FACILITIES ����£# ���
•?{AQP'.'O,.BOTTOM DETAILS.MAYBE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SHUTTER q SS
y9. Atj= it3;T2AC9S MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMiV7VABLE ANCHORS. x
f4y Ivw NCr rkTR;ISIONS MAY BE BENT TO FORM A CURVE WITH A MIN,RADIUS OF 10", SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS u�.
g < A t,r IEIIY;�fl,SHOVIN INCLUDEPOWDER COATING FINISH. 5 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE
x •' 1 ALL STHFt ' NTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE
2 t„AF,ITTER F,-�Y BE INISTAL!
'Not
PROJECTION VARIES '•�
-2 874;-=-•--t 4.874"MAX.
"{,; 0.080"
o I O.O6Z" 0.450" �0.125" 1.708" 0.100" 1.830 0.062'
NIi -1Jp8"--IFO.:OP' " -�- -_ 0.080" 0.063"
C.i4•" f 0 09b" ,I 0.195° 0.070" 0.060" �`rri 2.820" 3
0.060' JL y L4:.y
'I __.-�_ 0.062"N 1.908"�1i P'•,.
.�F�.-11�,.' ._ .._ I ..0.125" ..r 0.630" 0.630" 1.993"--{ I
.g.; O.b30:' S 0.052` ti 0.630, 0.062' I -1 .L 0.143" I 0.096" �i S ( O
./^�- '-.v.i;• 4-i. . --L .069"-} f--•0.971" 0.971"j 0.143" i/// `tl7 p a 4
1.069"r -.•� 0 ..
:•;: `li M I. i ••-�--•t- 0 060" 0 " ' '
-0062"! .0 200"'.) -� 0.062^ L0 20o• .06 1. 7" 0,630" 0.06" '"•' 0.0.062" ''1 1rrnn >U u! w
1.069" -L-' d- U Q dW o Z 4 d
r 'd
1 SUPPORT'LEG OPTIONAL ! L a1 w
0.200" �-1.069"-� "7 0062" D"
`] ''.745"„A".. _ W lU °m
5.745"MAX,
} WALL, 9- '� s BUILD OUT WALL 3 STREAMLINE CEILING TRACK 4 STREAMLINE WALL TRAC g HEAVY HEADER/SILL g LITE HEADER/SILL otu
SCALE'i4ALE SIZE SCALE,HALF SIZE SCALE,HALF SIZE O SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE
• - - WHERE SHOWN,SCREW BOSSES ci
FELT GROVES ARC OPTIONAL G
ON ALL EXTRUSIONS
:» - 0,874', 2.655" 0.875'
' g T2.195" 0.510" 2.195" 1.230" ' m'�x
1.229" 0.205" 0060"
d �$ m
~12 Dm
N
0.7
g 05III " 6ZO"-2.655 rv-- "
{'�
m . 6 0 4.84" �
•831"
4.510
I �� E0.105" N
nry . 0.075"
a a4
m
LL
4.510" 0.994"_ - _ _� 0.994" 0.044E c g
m 0 07" 1 _NOTE: OF
s 0.781" ------•4.SI0"� 3.506" BARE METAL W/0 PAINT r`
0SILL SILL ADAPTER VEXTENDED SILL }p EXTENDED SILL ADAPTOR }} ADJUSTABLE SILL BOTT }3 6.8 STREAMLINE SLAT/BLADE Q
g 'SCALE:HALF SIZE �-•-' SCALE:HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE SCALE;HALF SIZE
SCALE:HALF SIZE
h
9 g'�
ZY
O.o80' 0.1150,477" 1.570" 0510,
0.590" 0.341" 0.070"
0.143" '
,0.245
1.70 0,143" 0096" 0.060"
0.080
0.117" $ E
C
(r
0,090" I0.000.91.60880 0""
0.080"
o.68z" 0.630^ 0.050^
d5
CUPfRICIf(FRVLtLBFhlLV310PE
O.693" 15-2339
,t•IOLt-wICK•NESS OF BAR 2.822 �-1.625"----� 0.420" SGALEt -
1, META:WO PAINT IS 0.039 - pAOE oE5t82MioNi
+y g 6:9 ;TREAPnL1NE STACK }g RADIUS CEILING HEADER/SILL }ry 6.8 STARTER }g WALL SILL CLIP }gb WALL SILL
:-�
.t,L�nt.�'r HALF afZc SCALE,HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE
ag
T�.125" 0.610" STAINLESS STEEL 280" f ro.4 0. NYLON WASHER OR
ASSEMBLY ALUMINUM 0,357"
} y }
0.320"0 NOtE o w 0. 50" 0.276"
10x7.•3/4"410 HT S.S. D•
o 0.861YNYi'ON 'i u a a "w INSERTS SCREW W/TC ULTRACOTE
ry I 0.05 WHEEL ,-}O r0.120o INTO COATING °srt S o
T.
TYP TOP&BOTTOM ry 0.062"_j}_ S A 'a
TRACK � 1 II
--� EVERY NYLON BUSH NG W/WASHER: .'I~I I yyi�j qtr �° 'z
5,t-Ax-.-- •-•-� 0.870"0.750" J/16"0 x 1/2"@INTERIOR JOINT TOP 1'0.237° yy7htl �lU` v
% INSIDE JOINT 7/16"0 x 1"C4 INTERIOR JOINT BOTTOM I 4 y4yCC
CYLINDER-SOLID BRASS:NICKEL PLATED EITHER CAN BE USED ON EXTERIOR IW U
l'I9 f�rIGLE HOUSING-ZINC DICAST,POWDER COATED y Q w a
SIZE 22 ROLLER ASSEMBLY BUSHING ASSEMBLY DETAIL O BOX CENTER INSERT f��Ia u� 6
GALE:HALF.atZE 24 26 I:J Lxu
SCALE.HALF SIZE NOTE: �OP
SCALE:HALF SIZE SCALE:HALF SIZE q t m$w S
O THUMB TURN +C-
0.250" Ww
23 BRASSCALo w
W••
••P.C.'S5" 1.97$"
4.000" 0.23fi' 1.742 0.286" 1.603"
R0.500" � 0.267" •
0,500" 1.710" 1.224"
0.623"
n 0.790" 0.090" 0.319" 0.531" 0.531" � �yy
0.064" 0 0.2$ �1..,6, o ri
2;250'• t 0.09 ?- lTj00
rO.250" Po p o �6 0.607" 0.607 I m '�W�.K
� I i a ,¢
d i q.118"� ..� t-0.224" 0.239" }-*
'•'� }`-- 0.060" 0.496" q.240" „jj�� .4 n4 a4
2:.n10" 1
1.75$"-•.-1
^ 27 RAINGUARD (28 DECORATIVE FLOOR TRACK o 24q"
SCALE::-.ALF SIZE `•-� SCALE.HALF SIZE " O.ibO" 0.222"-1 t_ P .o
- 1.001 0.062" 0.062" 0.062" 0.176" c a
30 UNWATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER E
SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE t._..V..-•�- z o
JJ D
-11-0.062" Zz
o g
} 5.500"x 13/16"WIDE �--••0.400" - .� `40S
�� 7/26"0 STAINLESS
/� ('167" STEEL NUT
30 tpl
0 438"
op" 5/16-18x1 MACHINE SCREW 0]21"
Lc:]Djj[ - 5/16"0 INTERNAL STAINLESS STEEL n 1: 'y Q
4.500" }0.689" POWDER COATED,ZINC DIE-CAST THREAD ti3 A 1§5 1 `
•i� SECTION A HEAD STYLE VARIES ^'v .� 3 a 88 till
1.050"
QECTA.MODEI-2022 - 38 T-LOCK ADAPTER 37 T-SCREW INSERT 3$ THUMB SCREW s�
"s 'tNDU ?RIAI.51'STEMS (OPTIONAL} j SCALE:FULL SIZE SCALE:FULL SIZE 0 0.254" 406 406 4 2 8 .��
BOX LOCK SCALE.HALF SIZE • ''v
Ni ,SCALE:HALF SIZE 2.000" M � FN-•-'�`C-'TR�P 1" a 11 5�rt
`� 2" & 3" EXT 6
1.625"---{ j---2.500"•--� 0.125" �r0�2 ALE: HALF SIZE
E.I I
OA50"�I a 0.125" � 0,093"
'0 0 0.125" CCPYR*l'FRkXLSENlV00PF.
15-2339
�! __� 1 L � QA EDESCRtPTfoN•
of
a r O ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2"X3"x0.125" ANGLE 99
301 sX i ANGLE 2O SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE
l� SfALF,HALF SIZE
, r...�..,..._..�...-.:..e..•`- ::.... .C.•'^':�• •rrr-,..'"'�..,. ^• `�1on4Sgy ���/�,E.
1 I3C lt•1e
ANY Y I N HOR'PER ANCHOR EDGE DIST.
.:CY,E?ULc¢18"O.C. EXISTINGDIST
.
y,_ ,_j.+,I,•: .GLAZING SEE END STRIP '-
I` _ SCHEDULE FOR
,SPAN WHEN USI
j A .ANGLE EMBED 20,40a,40b OR t, 1
LEG p RECtTQN II It 1J4" OR 6.8 STARTER 't jJ{ ��•m.;'
...EMBED. _.17I", (INTERIOR) - r
17 - Ib� 17 MAX. WITH 22 OR 25. d
MIN.0.062"THICK 6063-T6 ALUM.
t .�" •30 ANGLE i"x 1"MIN.TO 2"x 5"MAX. 21 25 ����I��/j• 6 '���z
"i EDGE (ANOMI' I ED) ,,�� D• ^.
DIST. FASTEN
2) IOx1-SCREWS TRACK W/ >u w
i g ANY ANCHOR PER ANCHOR t
SCHEDULE W 1B"0 c CORNER TOP&BOTTOM;ANp <6'u.
ATTACH ATO 6,8 STARTER R g t W
.,i• 13 43 ,. 73 S.S.x 272"GALVANIZED PO Z
f 13 .5.SMS, S.S.SMS 3/26"0 ALUM.POP WNi O z
90 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE IH m
USE(S)BRASS PUSH LACK OR(2) MACHINE eot7&Nur a IS"o.c. ALTERNATE END STRIP D AIL BotT h Nur c�18"D.C. 3 r"
WITH B,8 STARTER AND ANGLE
' (EXTERIOR) 5/16.18 p-1UM0 SCREW INTO THREADED SCALE:3"=1'-0" ANY TRACK Wt b.,n
IN
-; •,. INSERT 7 AT 1(3 SPAN T4 213 SPAN SCREW BOSSES. .i O
r:: ; �• FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE ¢
" TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO F SPRN
_
SCALE,3"=T-0" I'HEIGHT. FBI .71
62 108"US (1)BRASS PUSH LOCK1 2 t!5/t6-13 THUMB LOCKING DETAILS FOA 62 95" SEE ENO SC W i O THREaI'+DED CENTER MATES 2 80 SCHEDULE FOR MAX.INSEgT 7 AT 1/3 SPAN•TO f3 AN FROM SHOWN ON RANDOM 8 n SPAN WHEN USINGBOT OM OF SHUTTER. 30 DETAILS 2 ".. 20,40a,40b OR 40C,RECEIVING HOLE SHALL BE 9, 13 74., t3`�yd„ 1J4„ OR 6.8 START
ER to
'+ 3/e"MAXWiOTH,-UP _
t"HEIGHT:-f- 30 -- ALT.t"010 2 110" MAX. WITH 21 OR 25. o 5 a
1 N _
(Fri20� 1 2 89— 40 40 USE APPROPRIATE O Z•c,`
g - 1.�" 45 93" 40 20 STARTER STRIP TO
PROVIDE CLOSURE •^-� f0
5 g" FOR (�-1,,,..!• a w
13. \ ___ _ x0.0!93" 3" BUILDING CONDITIONS.
23
$ xI q 81 FASTEN STARTER STRIP o g
TO TRACK W/(2)#10x1"
). .•(INSIDE) I710— 'SCREWS AT CORNER,TOP
-�-- 2"x3" 45 439 &BOTTOM. °
�,< - ) x0.125" z_ tze" ALTERNATE END STRIP DETAIL
3 er 9 1 3"6
SCALE,3"=t,_0" ANY TRACK W/SCREW
,.•• BOSSES.
16"
_ £ T STTI
ll
SILL +-� � FOR GREATER SPALLS OR LOADS TITAN
O' LLl SHOWN MIND STRIP SCHEDULE,END - �iw
ttI ( n I STRIPS REQUIREA 1'x1'.090'CLIP ANGLE
o 'MID SPAN USINGANYANCHORONTHE EXISTING GLASSZANCHDA SCHEDULE h t74z3T4'TEK13StREW0R 1/420 DOLTTO ENDSTRIP. USE(i BRASS PUSH LOCK. (INSIDE) aUSE{1)BRASS PUSH LOCK Qf= OR(11 /p1�6-18 THUMBOR(1 5/118 THUMB 13 dt- ,NS RSI(77}0AT R%3 SPAN SILL aiSCgEWI 0 THREADED 7INSERT 7 AT 113 SPAN a(� 702/3 5P'AN FROM TO 2/3 S N FROM ina BOTTOM OF SHUTTERBOTTOM OF SHUT ER. (OUTSIDE)
C tt RE EIViNG HOLES ALL BE3/B"MAX WIDTH,UP T1"HEIGHT. 3
T)AiCAL OUTSIDE CORNER CLOSURE s 30GC>DETAILS 'OJGORNER PQS7sR
NTS 13 30 COPYRxiHf ElWttI.BENVVOPF.
13 1 31 215 43 23 (OUTSIDE) 15-2339
`SILL - USE(i)BOX LOCK AT 1/3 SCALE,E5CR1pnoN:
E. SPAN TO 2/3 SPAN FROM
BOTTOM OF SHUTTER '
TYPICAL INSIDE CORNER CLOSURE F
CG2 DETAILS WO/CORNER POST p MULTIPLE SHUTTER ASSEMBLY
NTS �F4 SCALE.3.,=1'-0"
Df
P.E.
Cl CONNECTION TYPE
REFERENCE ANCHOR EXISTING HOST
SCHEDULE FOR STRUCTURE
SPACINGI SK • f? 5`;
MACHINE BOLT OLT
Cl CONNECTION TYPE I
REFERENCE ANCHOR 112 W/NUT @ IV'O.C.OR
@-\ #14 SMS C.)6"O.C.
SCHEDULE FOR MAX 1/2..
SPACING (TYP.TOP&BOTTOM) TAI
Tq. 'PfI
ALUM. TUBE
2 FA�iTENMS 6063-TS ALLOY A
EACH ANGLE SEE TABLE A FOR SIZE. Ln _)O A
;Z4 cs R 6 OR 'Az
OR 6 z Lj
T x 2"x 1/6:: ALTERNATE THRV SOLT
0 Z
OR 2':g 2"x 1/8' Cl CONNECTION TYPE MK GLASS 'm >Uto w
ALUM.ANGLE REFERENCE ANCHOR <d 0
SCHEDULE FOR MAX. SEPARATIDN
13 SPACING PER TABLE 2 co z'0
T@ z z ul i
.1 3:
T
TPRgE 3/15-0 ALUM. LASS A— <
POP RIVETS OR �:
L'ANCHOR
" L
EF R�A
STRUCTURE T
URE
__�jMAX.X."
:n:jE
ANCHOR
AN
E OR MAX T�
0 OR
_OL,
M"GLASS
S" ARA".
T
F- PER ABLE
THREE#12 SMS,TYP. 0 17 G R ul cc
X
3/16-0 ALUM.POP
17 RIVET OR#12 SMS
C.)18"O.C.(TYP.) z I- <
L
Z;
TABLE A(c6) W 5 0 6 OR
PRESURE VS ALLOWABLE LENGTH 0
z*,(2'xI/8" 3'x3"xl/B* -MAY USE MALE OR 0 L4
FEMALE LOCK-SLAT
PSF I No£y0 No E(O L
62 130' 188" 13 ALTERNATE THRU BOLT I 1/4"MAX.I'ROM PIN
C5 CONNECTION TYPE Cl CONNECTION TYPE GUIDE TO BUSHING
72 124* 179* TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR WASHER ITYP.)
82 119" 172" NTS SCHEDULE FOR MAX, SCHEDULE FOR MAX. II t 19
92 114* 165' SPACING
X3/4"SMS @ 9"O,C.
102 110- 160, ANGLE TO TUBE CONNECTION
120
104* 147. 2 x 2 x.125"
150
— TABLE B(cc4) EXISTING HOST EMBED, 6063-T6 ALUM,TUBE .-S
gr 131"
2110 68°:*: 114* PRESSURE VS ALLOWABLE LENGTH STRUCTURE 5 CONNECTION TYPE
• EDGE DISTANCE REFERENCE ANCHOR X:a
x. rx2"x YX3"XIJ18�
SCHEDULE FOR MAX.
PSF WITH V110 WITH ,- I
SPACING W
a
62 113" 166" 5 1
72 for FASTENER @ 18"D.C. ALTERNATE BUILD OUT MOUNT SECTION
(USE ANY ANCHOR SHOWN SCALE 3".T-0-
az 101" 14r IN ANCHOR SCHEDULE).
92 95, 139' 11
o
102 9T 13r
F-120-7
ISO w
n 200 64, 94" o,
P =1
090"6063-T6
:sit RIVET OR 01.2 SMS MR GLASS 13 7 4 W
Z x
fR 1/4-25 ALUM.TUBE TYP. EPARATION W.
V 17 P PER TABLE 0 V)
3/16"0 ALUM.POP z
CC<< Hal
171- RIVET OR#12 SMS A DOOR go
GLASS a Z(a
u 53
�AW�l TUBE 0 (L I-
ALCOY 9 18"D.C.[TYP.) U
2"x 51,x 111-
F�.E5!�'�IZF.
',2 FASTENERS -CONTINUOUS iul
�'EACH ANGLE ALUMINUM ANGLE
c pg
OPTIONAL ANGLE 3 16
J, THREE 3/16"0 ALUM. i
'INSIDE
31 _'X,. T.:'p ORIENTATION TYP.
POP RIVETS OR
THREE#12 SMS,TYP.
ASS
17 w
TION
FASTENER'T EN ER 9
r "I
'USE ANY ANCHOR
IN ANCHOR SCHEDULE).
x
L_\ 7
0"6,6,iT6
J.'L'.M TUB T". rjgL
A RA
TABLE
EPA
2"ic 118" 4 CONNECTION TYPE
OR'2")�2"x 1/8" REFERENCE ANCHOR
E
ALUM,ANGLE SCHEDULE FOR MAX. a
U�'EfIALE OR FEMALE SPACING
I \_r XISTING CONCRETE,
13 BLOCK
15-2�39
'r LOCK OR WOOD FRAMING
SCALE!
(OUTSIDE) INSIDE SILL MOUNT SECTION PACSOBscalPnom
012 x 1/2"GALVANIZED SCALE,3".T-0"
�LUMF
DR S.S.SMS 3/16�O ALUM.
R E R CLOS SIDE CLOSURE OPTIONS cc 99
c ORE DETAILS POP RIVET,6R 1/4-20
MACHINE BOLT&NUT SCALE,3"=V-0"
Is-O.C.
'
C5 CONNECTION TYPE
�p•—•-�•!„•w•�� REFERENCE ANCHOR EXISTING
z"I SCHEDULE FOR MAX. STRUCTURE
o a SPACING S,.MAX.
1/4-20 MACHINE BOLT
¢w R CONNECTION TYPE F�
GLASS a GLASS w
w o a REFERENCE ANCHOR W/NUT @ 12"O.C.OR
CR DOOR---- r ��. OR DOOR ti w 7 SCHEDULE FpR MAX. 19 ##14 SMS(la 6"O.C.
4 z~ 13 j N=w w SPACING /2•• (TYP.TOP&.BOTTOM) T
: MR
MH 13 U(w IL w GLASS N Fm-•oz N..+N /2"
1/4"-2,•7HRU SOL'T W! Cl.A55 q N a ##14 x i/2"SMS @ 12"O.C. EPARATION 1C z-z t¢- w 1 t4
LOCK NUT; 12"O.t:.OR. PARATI m w d. PER' w a d � w 5 OR 6 OR
' �` E r I- OR 3/16"H ALUM,POP TABLE 2 ¢ • ❑
+i 12 x 1/2"SH;., 2"-O.C.E.s. P£R z„ I7 z @ @ L �• w D OR 6 w A w" e J
I +•t r RIVETS 6"D.C. OR 1!4"H +n 8 ( i}�Iji� I t.'"
.� OR 3/.15':+F+AL?t POP
TABU!2 w ALUM.POP RIVETS 12"O.C. ¢ G�iuO
RIVETS(i,6"O.C. E.S. \ � _¢ )ULL w �!
' )R 1/4' POP RIVETS. I / w tt AND L.1 MN.CtA55 a rw d n
@ 12"O.C..E.S. ASSEMBLY 1/4"MAX.FROM PIN SEPARATION 13 F __ lel u e z S o
: .� :� 1/4"MAX.FROM PIN V2"TYP. GUIDE 7070 B'-USFIING PER TABLE2 F_ mww J( SDI w
9 AND 90 •.GUIDE TO BUSHING WASHER(TYP.)
i ASSCMhLY -WASHER(TYP.) m GLASS P.r o In 4 ;a
`c42 =m
wil t(2" 112"TYP. EXISTING CONCRETE, L 3 CONNECTION TYPE OR BOOR— z❑a r vI r
d �'-- BLOCK OR WOOD FRAMING
s ' •• r - EDGE REFERENCE ANCHOR
SCHEDULE FDR MAX. L a w"
4 CONNECTION TYPE DIST. SPACING "In ! ~❑
/ - EDGE REFERENCE ANCHOR ¢
SCHEDULE FOR MAX.
-• / DIS SPACING AS SHOWN w p
3 CONNECTION TYPE IN DIAGRAM ON PG.9 o w (5�.0 6 OR
REFERENCE ANCHOR EXISTING CONCRETE, 5t ❑ V3 p 6 01
FROM PIN
SCHEDULE FOR MAX. 1/4"tdAX.
% SPACING.ALT.FASTENER BLOCK OR WOOD FRAMING GUIDE TO BUSHING
CI CONNECTION TYPE
LOCATION.FRONT AND REFERENCE ANCHOR ! WASHER(TYPJ
1/»'MAX.FROM BACK ANCHORS NOT REWD INSIDE MOUNT SECTION SCHEDULE FOR MAX.
PIN GUtOe TO WITH TN15 LOCATION 5 CONNECTION TYPE T•1+r ia- o
SCALE+3"=1'-0" SPACING *mow
BUSIIING WASHER INSIDE MOUNT SECTION 3ff�ER..NCE ANCHOR a ❑P)
A (TYP'} A SCALE,3 1'-0" SCHED R MAX. c'4n
/ EXISTING CON RETE, ❑','C+,�#W
zn �
BLOCK OR WOO RAM) EMBED. �� 8 m
V m<¢ui
Cp BUILD OUT MOUNT SECTION <
I
W—i / 'TYP.BpTTON EXISTING CONC ETC, SCALE:3"=T-D" -•� \J
o BLOCK OR WOO FRAMING ��-\�^,•.",+"�=1 p
[STING �++ a 8
mNOTE•FOR DETAILS A,B;0•AND E ON THIS SHEET. EDGE IST• + +!+
y THE-PASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR EMBED. 5 CONNECTION TYPE v
PROVIOEO THAT EACH SECTION HAS SCHEDULE FOR MAX. REFERENCE ANCHOR
A MINIMUM OF RWO SETS-OFANCHORS AND IS A m SPACING SCHEDULE FOR MAX,
's 'IA WMUM'OF 12"LONG.THE SILL OR CEILING TRACK w SPACING
"I'JSEO'W:TH THE BAS"TRACK MUST BE CONTINUOUS 3 ib
• - ;•;'O'ihR-THE GAP.S.BETWF.E-•I,SECTIONS. 1 R2
w AIx f:
$ a F J w oGLASS a gp
$ i
OR DOOR MN N 5�,.. �"o�"»
GLASSr a � , II I�7
w
012 x 1/2"SMS @ 12" EPARATI i3 N S A ,.D 0 _ a5
ix I""� O.C.OR 3/16"0 ALUM. PER vmi p N a 13 1.-
N r w w Q
J
pF-W POP RIVETS @ 6"D.C. TABLE 2 )< O Z r GLASS OR MN GLA 7:
5 _ r In 1: OR 1/4"0 ALUM.PDP d a¢ DOOR-- y
5 13 x m m a RIVETS @ 12"O.C. E N PER TABLE 2 X z o z I¢ @@Y;
FIN GLASS NI-.zU00 u wad 9¢
' SEPARATION w_w d w o a a
PER TABLE 2 X 2:a z r 1•�� w
N 1/4-20 S.S.MACHINE I ¢ a d l�AND l",/ 1/4"MAX.FROM PIN a 4 y
}_ u°• ASSEMBLY 1/2" GUIDE TO BUSHING
0 SCPEW&hU,T @ uN 1/2"
12•'D.C.--- TYP. WASHER(TYP.)
GLL55 I '•� w ❑ N 1!4"MAX.FROM PIN
BL SS 1/4"MAX.FROM PIN m w ❑ GUIDE TO BUSHING
GuiOH To BUSHING
4 CONNECTION TYPE 1/2'` 4 WASHER(TYP,} R
c WASHER(TYP.} EDGE
REFERENCE ANCHOR
S 6 SCHEDULE FOR MAX. �" a6'YNf.JifiMlU(LBiWUR00 PE.
X
EXISTING CONCRETE, DIST.
I E m SPACING AS SHOWN C2 CONNECTION TYPE
;v BLOCK OR WOOD EXISTING CONCRETE, REFERENCE ANCHOR 15-2339 -
4 CONNECTION TYPE IN DIAGRAM ON PG.9
E _ FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALM
OR SCHEDULE FOR MAX, SPACING PACE DKSCIUPTION+
`"x 3"x 1/4"CDNT: 3 CONNECTION TYPE ##12 x 1/2"SMS @ 12" SPACING.ALT,FASTENER ONCRETE,
OG3-'T6 A1U74:ANGLE / K�IPSPACING
EFERENCE ANCHOR D.C.OR 3/16"H ALUM. LOC O LOCK OR WOOD FRAMING
+AY BE REV.4:.ED CHEDULE FOR MAX. POP RIVETS @ 6"O.C. CSLANCHDRS NOT o.,S SH04lN D;,a:i •- OR 1/4"0 ALUM.POP WITH THIS LOCATION ���
WALL MOUNT SECTION Rrve7s @ t2° : . CEILING I INSIDE MOUNT SECTION 1
D E WALL BUILD OUT
SCALE,3"=V-0" SCALE,3"=1'-0" SEG ION i
-.�. SCALE,3..=1._0..
I
' � r
-'IR GLASS
GLASS SEPARATION Z.wj
:OR D007 PERTABLE 2 13 w •„7;.•�., I /r4/ `
W u x GLASS OR
F-a” DOpR A
�• GLASS OR
Z o•
tj
DOOR MN.GLASS
r SEPARATION a
MN.GLASS w PER TABLE 2 +6'. A �}�tv
P F'F SEPARATION F"•O
I £ wj PER TABLE w?Q � Fm ////a••• uy`, .
-� zul
:6Ci7 "" fr71_)jIY,`1px,Eta
• 13 Www z8S
Cl CONNECTION TYPE 13 X w 8:c
Z s m 3 o
a 1!4•"MAX.FROM PIN GUIDE 29 u¢ REFERENCE ANCHOR f J ou Z W N Q 4
TO BUSHING WASHER iTYP.) ¢yaj SCHEDULE FOR MAX. v H N
7W0 7!4"0 WOOD ,250" SPACING—
LAG
tLtAG SCREWS(a 24" C4 CONNECTION TYPE )j .250" ow�-
O.C.MAX.WITH 2" W,.
1`
THREADED PENETRATION REFERENCE ANCHOR SCHEDULE FOR MAX. D
'T"INTO CENTER OF 2X STUDS SPACING Q1 I' a
EMB."T' 14 SMS(al MIDSPAN BETWEEN /� E F /P :!, 8ci
STUDS FOR TRACK TO 1"x 4" EXISTING HOST STRUCTURE M
- PLYWOOa& TUBE CONNECTION - / r
Sl'UCCO.FINISH• 1"x4"x X125"
_ 6063-76 ALUM.TUBE /''^�
THISO ETAIL TO BE USED WHEN STUD SPACING t N 1 DECORATIVE FLOOR TRACK DETAIL (p>WALL MOUNT SILL DETAIL
a EXCEEaS ZHE-MAX.ALLOWABLE ANCHOR SPACING. �•-J SCALE.3"r V-0" `✓ SCALE 3 T-0" �$ '
O WALL MOUNT SECTION THIS DETAIL MAY ¢
SCALE,.3".1'-0" ALSO BE USED a� w
AT TOP 4Zm<a
E �a
3=
S 3D
ACCORDION SHUTTER
PER PRODUCT APPROVAL iw- o —GLASS w m v -
X 'O
SEPARATION.1 MR GLASS OR DDDR F-
n 13
i APPLICABLE AT TOP " Z PER TABLE m 0 EXISTING Wp00(G=0.421 a -
• X ¢ y TRUSS OR RAFTER
AND/OR BOTTOM
r. ¢ Q a (dt 24"MAX.O.C.
'2"OR 3" " L " EXISTING FINISH
- MATERIAL
. A
1/2"MIN. 5 6 1/4"MAX.FROM PIN GUIDE 2"x S"x 118"6063-T6 n i
Ll
TO BUSHING WASHER(TYP.) m - g"
'2':k 3"x!y"-x LONTINUO!i5 OR 2.175" ALUM.ANGLE W/THREE {{ !{ s a '
2"x,2""x.Y.q'x CONTINUOUS _ i" 3 6 174"TILE(TYP.1 1/4"0 W000 LAG
6C(1-TG F'.Vt4jtIUr1.�NGLE 3/4"PLYWOOD FINISH MATERIAL SCREWS WITH 2-3/4" p6
ii I •, MINIMUM THREADED v a E
-tel. - �+ PENETR."T"IN WOOD(l0 5 6 m
66 Y 0.9'MIN.THICK 6061-T6 ALUM TRACK X 1/4"0 A325 GRADE THRU BOLT(al 7"D.C. EACH RAFTER OF TRUSS, { EI
ANC+Lc,'ASTE1vED TC.' FASTENED TO ANGLE WITH 1/4-20 ' qft 5ti6"D A325 GRROE THRU BOLT 12"O.C. " ¢ E I
F !' @ 24"O.C.MAX.WHERE ii
i MACHINE SCREWS AT 3"FROM ENDS a
FrIS'i-i^v 3Yf:COh:'n• E i GALV.OR S.S. ANGLE EXTENDS BEYOND 5
I HOS`STF,J Jf,�WITH�' AND 9"O.C.FOR THE BALANCE
�.._ 1/4"m ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THAN
'!a" iiLC±1 U„srtgC.:7NS A7 6", EXTEND ANGLE TO w
e EXISTING CONCRETE HOST 5"O.C.W/1-1/4'•MIN.EMB, o: g
1- W FROM EhP:ANp 4"O.C. 2-1/2"MIN, STRUCTURE 3000 PSI MIN �� NEXT TRUSS. w w r-�
( ) OR 1/4"is LAG SCREW 9"O.C.W/i-7J8" � g
3' FC+C�;?•AL:,t i£:/.TH fly" ..• i5 L°l ~N s o r
a t9N'EM8'•D:+,i.N7 ANP 2yx^ VAX-pES DESIGN LOAD AT 5'-0°MAX SPAN: MIN.EMB. IN WOOD SG=0.42,TO 0.55. _ " w
> EXISTING CONCRETE, 13 wzj
�o" e
MIFl E'i•.,"C_STrii`GN. - 2 v a s .+'
•STAi;GEP.EO, ?'11H 3'1•:IN. h1AX.DESIGN LOAD AT 6'•0'MAX SPAN• WOODHOLLOW BLOCK OR •tiw "F-
1'] ¢ C.WTW(sHffiwIXLBE7PUADov>:.
3`• 5FACiLB. WOOD FRAMING.SEE 2"x 5*'x 1/8"CONT. XZ ZJ'•
t 52 P.S.F. ANCHOR SCHED. "I' ALUM.ANGLE 16063-T6) ¢'o a 15-2339
FI BASED ON TYPE OF E u
i. BUILDOUT MOUNT STRUCTURE " 5CAL¢: -
SCALE':NTS. IMAX.QESIGN LOAD s 72 P.S.F.) xt pace OSsexlpnoNJ
PASS THRU DETAIL
�, Hb SCALE t 3"01'-0• TRUSS MOUNT SECTION °9i
.` - SCALE:3"�1'-0"
- , ', .• - EXISTING HOST ALT.LEG DIRECTION H�Iigigl��oo,nE.
STRUCTURE 1/4 ALL
ED INPOINTS
SOEORSET
ANCHORS HOLLOW WIITH MINIMUM
12"MIN FROM., EDGE OPAtCORDION'• ROUND WINDOW
EDGE,OF SHUTTER, SHUTTER BLADES ASSEMBLY 1/2" SPACING+AND 3'MINIMUM EDGE DISTANCE A f'
AX 2 6063-T6 ALUMINUM �F
TOP OR BOTTOM 1 ANGLES PER BEAM END,SIZE i ; N
1 1j2" PER SPAN TUBE SCHEDULE
EMBED. SPAN TUBE PER -
DESIGN SCHEDULE •;y,�'," A �o
ACCESS HOLE 114-20 MACHINE BOLT WJNUT @ 0% •(1t
EDGE OF ACCORDION Z Z �'��, \%
I. SHUTTER BLADES �a 12 O,C OR#14 x3/4-SMS 6"O.C. y/ `
3.3"MID: �n NA�h7 L:U \ u
7VOICAL 1/2"
3'MIN S 6 - m >OLLW A
:i ' '" • EDGE 976 z:c Q z,0
2.875"0 HOLE(TO RECEIVE • DISTANCE MIN.GLASS Z Y m w o
-3 .ROUND WINDOW ASSEMBLY) -. EXISTING SEPARATION 13 w 3
�( O
o W ¢
+ '• MAXIMUM OF,3 WINDOWSPFR TAR[F In-
OR M
PER EVERY OTHER BLADE GLASSDOOR o X In3"MIN
1 SIGHT-N-VIEW.WINDOW fo EDGE r1/2"MAX
w¢ �.O
B '... k DISTANC
N.T.S. EXTERIOR ELEV x O _ L
", zvlm 5 6
p p (D 3 i6 114"MAX.FROM PIN GUIDE N
2.875"0 HOLE TO M z " ACCES TO BUSHING WASHER ITYP. vi
S
1.ri
1/4-20 MACHINE BOLT WINUT @
' /2HOE 12"O.0 OR#14 x 3/4"SMS 6"O.C. ,A rn E
_ SPAN TUBE PER w?3
d RECEIVE ROUND EMBED, DESIGN SCHEDULE m
WINDOW ASSEMBLY 1/2" {Z)6063-T6 ALUMINUM I'ti
r -fi'MAX. ANGLES PER BEAM END+SIZE �►d �e Q M
d «; .-1. PER SPAN TUBE SCHEDULE Fri p.o_ a
EXISTINGPER
1/4"0 THRU BOLTS SEE BEAM z m d m
• r
STRUCTURE SCHEDULE FOR REQUIRED NUMBERS -.o '�
>:n
•• i(4'ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN m u p
EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM •-N.0-�"Z E w
SPACING,AND 3"MINIMUM EDGE DISTANCE LQ
3 0,125". J- 0.125"
O.WZ" 0.032"-•j MAX.DESIGN LOAD=t 72 PSF a o g
s SPAN TUBE SECTION y "�
0.1§6" .N.T.S. VERT SECTION
'% • \ SPAN TUBE SCHEDULE
NUMBER OF
ALLOWABLE TUBE NUMBER OF MINIMUM ANGLE
F1 ` ANCHORSPER
TUBE SHUTTER SPAN THRU-SOLTS ANGLE LENGTH
ROUND SIZE SPAN -_- _ .-__...- . e g
` 4 + • F' WINDOW TOP BOTTOM TOP DOTTOM TOP DOTTOM TOP BOTTOM a lqg
a 1 j m ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE
60" 123.8' 135.2' 2 2 2 3 4' 7" £ §
0125"
-gr ..101.7' 108.9' 2 2 3 _. 3 7. -7.-_
2 3 3 7" 7•' 8
~\ 60" 129.1' 157.0' 2 7. 2 3 4' 7"
0.125 96" 114.8' 124.* 2- 2 3! - 3 7' 7" �¢ S! _
m / 123' 1028' 109.6'• 2 2 4 4 10" 10" e
ky , 2'k8'k 60' 1380' 188.0' 2 2 3 3 7- - 7' 8
p13.250" -}0.188' I 0.125 B6" i22.7' 156.7" 2 2 3 A _7' 10'_ lig $ `
123" 118.4' 137.5" 2 3 4 5 IV, 13" p
+ 60' 158.1' 240.0" 2 2 3 4 7" t0'
(��xvu0. 3p
0.'1875' 98" 140.6' 229.9' 2 3 4 0 _10. .._.16` t S & SE
' LIGHT-N-VIEW WINDOW f 123" 1322' 203.1' �j ^y._.._5 7 13" 19.•
_ �+ CCPYAIGH(fRkIXLBE'CW400PP
PLT.S. •" SAWC PLASTICS SLX1431T-UL-94H8 `� SPAN TUBE SCHEDULE NOTES:
> , x3 xl A x % 4"ANGLES FOR 2"x5"&2"x6"BEAMS. 15-2339
2. USE 2"x5"xl/4"ANGLES FOR 2"xB"&2"x10"BEAMS. SCALE;
3, USE BEAM SCHEDULE FOR DETAIL 3/8.
} 4, TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COM13INATION WITH OTHER PARE DESCRIPTION! i
CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS.
f ,r.t • 2 BLADE W/ ROUND WINDOW S. SPAN TUBES MAY BE USED IN A TION WITH SHUTTERS SPANNING ABOVE AND
BELOW THE BEAM.MID-SPAN TUBS SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS,
ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS a�
i N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.'
6. LAP BEAMS ARE NOT ALLOWED. �L�1
7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. Q
ANCHOR SChEDULEa CONCRETE §Kol. �Do� NP P.E.
2.5"MIN EDGE DISTANCE
G .Spans U°To 6'-0" Spans Ue To 8'-3" Spans UP To 1T-0 •• �{• �y �'�
a ldAO CONN TYPE PE CONN TYPE
x ri7 r ` (PsQ CI "C2 C3 C4 CS CI 2 C4 C CS C2 C3 C4 CS
Si4'R`t7:;[A."LDlSOic EL• 43 16.0"16.0"35.0"16.0"16.0"16.0"16.0" 9.0" 13.0"16.0"16.0" 9S" 5.5" 8.5"
�ULL4ACON.YhiN.1=/4"':. 33 16.0 16.0"10.5"14:5"16.0"1610"12.0"'7.0" 10.5"16.0"15.0" 7.5" 4.5" 7.5" 10.5" QFN m•% z
ErIrE1){3A92Ca MIN CC_NC) '62 i6_o9 16.0" 8.5^ 12.5"16.0"16.0" 4.S' 53" 8.5' 1S.0"IS.O" 7.5" 4.5•' 7.5" 10.5" p•• A �dr 'w�"
�70 16.0"13.0 7.0 11.0"16.0"15.5" 8.0"- 5,_0" 7.5" 11.5"15.0" 7.5" 4.5" 7.5" 10.5" 7 /�B' COMBINATION_r TD
"• LUT �' T 100 16 0" 76 0"15 0"16 0'16,0" OW 16 0" 9.0" 73.5"10.0" 15.0" 8.5" 5S" 90" 13.5' 2 x 5 iTYA.} 9 / 10 COMBINATION �
WITH 1-3Bt,EMBED(327Spsl 53 LEA"115,0"11.0"15.0"16.0"16.0"11.0•' 7,0" 10.5"1640"13,5" 7.0•' 4.5" 7.5" 9.5" O r��LJ �iz v px,e b
MIN CONCRETE) 62 16.0"15:0" 8.5" 13.0" 16.0"16.0" 8,5" 5,5" 9.0 13.5"13.5" 7.0" 45'-7,5" 9.5" _ >U-
70 �ut W
^ 16.0"12.0" 7.0" 11.0"16.0"14.0" 7.0" 4.S" 8.0" So.5"13.5" 7.0" 4;5•' 7.5" 9.5" tIY Q to 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•' G"J} u 30 tzD u°
1/4-F.LCO CRETEfLEX SS4 43 16.0"16.0'16.0"16.0"-16.0"1610"16.0 13.5"16.0"16.0 16.0"12.5" 8.0" 13.0"16.0" - ` cv G 4
ix5 T P.7 2x5(TYP. .iJ `S�w
tY/2".Et:8E0(3350ps1 MSN. 53 16.0"115.0 16.0"i6.p"16.0 16.0"I6.0"10.0"15.5"}6,0"16,0"10.0" 6.5" 51.0"14.0" W W�y
16
CONC) ' 0" .0"12.5"16.0"16.0"15.0"12.5" 8.0" 13.0"Sb.D"16.0"10.0" 6.5" 11.0"14.0" N W
62 16. q -1
70
n 116.0"1D.0"10.5"16.0" 6 ^10.5" 70" 11.5"15."16. 10 " 65" 11,0"14._
0 .0 G w
06.0" 6.5"111.0"114.0"116.0"110.0"16.5" 11.D' 14.0116.0"10.0" ,J
6.5" 11.0"14.0" O
2•MIN EDGE DISTANCE NOTE, ='S"INDICATES ANCHOR SCHEDULE SPACING. 4
a C2 C3 I C4 C5 I Ci Cz I C3 I C4 CS Cl I C2 C3 I C4 I C5 SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE:
174"ITW TAVCON OR ELCO 43 16_0"i6�0" 7.5" 80" 16`0"16.0"160" 5.0 5.5 16.0 160 9.0" 3.0" 4.0" 14.0" - C2 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE
ULT,QACO:J:Wt:H 1-3/4" 53 16.D"16.0" 5.5" 6.5" 16.0"S6.D"12.0-- 4.5" 16.0"14.5" 7.5" 10.0" ANCHORS ONLY n
m EMBED(3192psi MIN CONC) 6L-SfriO"15.5" 4_5" 5.5" 160"16.0" 9.0" 4,0" 14,5.14.5" 7.5" 10.0 - C4 CONNECTION TYPE USING PIECE Q)WITH m
_70 16.0",12,5' 4.0" 5.0" 16.0"15,0".Z.5- 11.0"14.5" 7.5 10.0" OUTSIDE ANCHORS ONLY LL
.g .... ........ ..1QO 14.5'..:5. �f/!/l3}0.0"19.5" 7,5" 10.V'14.5" 7.5"
y6 1/4"iiILLEiiIUM MILL, 43 16,0"16;0"11.0"13.5"160"16.0"]3;p" 6.5 9.5" 56,0"13.0" 7.0" 4.0" 6.5" 10.5" W r
WIT.!1.3/4"EN.BED i3275psI 53 }6.6"16.0" 8.0" 31.0"360"35_0"4.0" 5.0 7.5" 16.0"10.5" 5.5" S.5^ 7S" ANCHOR NOTES:
3 MIN CONCRETE) 62 160"ILS" 0.0" 9.0" 16.0"13.5" 7.0" A.0" 6.5" 11.0"10.5" S.5" 5.5' 7.5" F o
1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING N0.g m
70 16.0" 9.5" 5.5". 0.0" 16,0"ILS" 5.5" 5,5" 8.5" 10.5" S.5" 5.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE
' 1��wwrr G b C}m
100 IO.S' S.5" 5.5" 7.5" 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). po`s c4
S
1(4"ALL-POINTS SUL!D•SET 1.1/4"MIN EDGE DISTANCE y 3 aY =
3 v ANC:IOR W)"7j8"a9EED& 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATER)AL, pi
ClC] C2 C3 C4 C5 ClCS C2 C3 C4. CS C3 C2 C3 C4 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR C c V
1/4-20 SS MACHINE SCREW 43 16.0 16.0"-8.5 10.5"16.0"16,0"120" 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 � m g
(3000p53 Mltt CONC) 53 16.0"is.o° 6.5" 8.p" 215.0"55,0" 8.5" 4;0" 6.0" 15,5"10.0 S.0" 4.D" 7.6 THAN OR EQUAL TO SHUTTER SPAN. `(7
6 x� 62 16.0"11.0" S.o" 7 0" 16.0"12.5" 6.5" 3.5'"- S.0" 10,0"20.0" 5.0" 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 1. - 3 g
70 16,0" 9.0" 4.5"1 60" 16.0"10.5 5.5•' 3.0" 4.0" 8.0 10.0 5.0" 4.0" 70"
m 100 50.0" 5,0" 4:0" 7.0" 10.0 5.0 40" 7.0" 10.0" 5.0 d.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE
3"MtN EDGE 0757hNCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER -�c
--314"ALL-PORYIS SOL]D•SET _ ._ ANCHOR TYPE,BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE �q -
t1NC110R W f 7/8'EMMD& Cl C2 C3 C4 CS Gl C2 C3 C4 C5 CI C2 C3 C4 CS CONNECTION', PE,SEE CONNECTION DETAILS FOR IDENTIFICATION OF o
114-20 SS r}ACHINE SCREW 43 I6.0 16.0 36.0"36.0"16.0"16.0"16.0"11.5"16.0 16`D"16.0"li0" 7.0" 11.0"16.0" CCI'�- r
(3000ps1 MIN C^NC) 53'16.0"16.0"13.5"16.0"16.0 16.0"14.0" 8.5" 13.9"16,0"16.0" 8-5" im.0
.0 S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE �-
6Z 1E.0 56.0 10.5"26.0 IE.o"16.0"1L0" 7.0" 12.0"36.0"16.0" 8.5" .0" ONLY.
F •� 70- 6, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
SOD 16.6" 8S" 5.5",4.5" 22.0"16.0" 8.5" 5.5" 9.5" 22.0"16.0" 8.5" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT
z< 2.5/8^MIN EDGE DISTANCE
1/•."pQNeRS 55 DROP-IM SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
u --_
»
Iq l.aINISHES. t
29 S5 OCT AND ClCS C2 C7 C4 CS ClC3 G2 C3 Cd CS ClCS C2 C3 C4 CS �=3
3"'EM6ED,(S.COOpst MIN 43 16:0"36.0"14.0"!6-!F:16.0"26 0"14,0" 8.0 12.5"16.0"1A.0 7.5 5.0 8.0 11.5 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS < �.
�CONr.')• 53 16.0"15.0" 9.5""'•14.0 16,0"16:0" 9,S" 6`0" 100"16.0"11.5" 6,0" 4.0" 7.0" 8.0" VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING
MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR
!},,• ,,,, 52 i5.0"12.5" 7.5",120"16.0"14.5" 7.5'•1 5.8" 8.5" 22.5"12.5" 6.0" 4.0" 7.0" 8.0" SIDE CLO�URE PIECES. S! V y'
m1 y •s; 3 70 16.0"10.0' 6,5" 10.5"16;0"12.0" 6.0" 4.0•' 7.5" 9.0" 13.5" 0.0" 4.0" 7.0" 8.0" °
s 100 13.5' 6,0" 4,0" 70" 8.0•' 11.5" 6.0•' 4.0" 7.0 8.0 11.5' 6,5 4.0 7.0 8,0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER AS
N : 3.1/2'MIN EDGE DISTANCE - SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN WOOD STUD.3/4' o
I/•i^'P;;4WeR:i SSD:IoP-:i _._. EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL
Cl C2 C3 64 CS Ci C2 C3 C4 CS C2 C2 C3 C4 C5 HAVE PHILLIPS PAN HEAD OR HEX HEAD. rl
' EP;6Ql.. INN 43 15.0 16.0 15.0 16.0 Sfi.O"16.0 14.5 9.0" 13,5"16,0"15,0" 7.5" 5.0" 9.0" 12.0" 4. MACHINE SCREWS SHALL HAVE MINIMUM OF 11?"ENGAGEMENT OF THREADS IN 6a$�n5
xall,- 53 35.0"16_0"S0 i5,6"16.0"]5.0"10:0_' 15.5" 10.5"Sb.O"32.0" 6.0" 40" 7.5" Bus" _ BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER S@5
62 -:15.0"]3.0" 8:0" 12.5"16.0"15.0" 8.0" 510" 9.0" 12.0 12.0 6,0" 4.0" 7.5" 8,5" HEAD(SIDEWALK BOLT),U.O.N. d y PPP
•. � !. '' ':•�+s 70 :.0"145" 7.0" 13.0"16.0°12.5" 6.5" 4.5" 8.0" 9.5" 12.0" 60" 4A" 7.5" 8.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES,
�y ya
100 12.0' 6.0" 4.0" 7.5" 8.5" 12.0" 6.Q" 4.Q" 7.5" 8.5" 6.0" 4.0" 7.5" 8.5" "•�, ;S ,
J
2'MIN EDGE DISTANCE DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW,
UT OR WASHER WINGNUT. cOPrncxr4PA'aLeDUWmoP.E
.d CI CZ C3" C4 CS ClCS C2 C3 C4 CS ClC1 C2 C3 C4_ CS
6 AF,"r'CA:::i5cRT Vl/2'£HOED I S4 SS.O"Sb.O"i,!1.5"14,0"18.0"36.0"116.0" 7.5" 100"16.0"16.0" 9.0" 4S" 6S" 13_5" il. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED tN ANCHOR SCHEDULE.
Q10;if a�eri4c) 15-2939
53 26.4°I6,D" es" i1.0"16.0^16,a111s• 5,5' 8,0" 16,0"14.0" 7.0" 3s^ 5.5° zD.o° 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO SCALEi
k` 62 16.0'"15.0'.' 7.0" 9_S" 16.0"160=' 9.0" 43" 6S" 240"14.0" ?.o" 3.5" 5.5" X0.0 DRILL INTO HOLLOW BLOCK NOR SH06LD IMPACT DRILLS BE USED TO INSTALL
y �C8.01
PAGE DESA RIPT30N1
70 15:0"12.0" 6.0" 8.0'• 16.0"ia.5" zS" a.0" 60" 10.5"iA.o" zD" 3.5" 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK ,
41 4. 100 14,0'1 7.0" 3.5." 5.5" 10.0"14.0I 7.0 3.5" 5.5" 10.0 14.0 7.Q" 3.5" 5.5 i0A"
Rl�2.75`EYEVIAL'_ 43 16.0"16.0"16.0"26.0"16.0"16.0"160"10.0"3d.0 16,0"36.0"11.5" 6.0" 9.5" 16;0" av
Ea I{ '�'I;.,la0,i3ti:5.",RiY!(2,'.•, S3 16.0"16.Q!12.0"16.0"16.0"16.0"15,0" 7,5" 1A.0" 16.0"16.0" 9.0" 5.0" 8.0" 13.0" 99
.r l:. 2.' ,Ch:3cb{'d17bIt5i 5iYM CONC; 6_2 26:0"16.0" 9i8' 33.5"ib.0"16.0 21.5 6.5 9.5 16.0 16.0 9.0" 5.0" 8.0" 13AY; t�
�_-""'�"ci�:{ 9.0" 5.0" 8.0" 13.0" `v)
y_I�
rI :�..L.._._•�.. '� � iC0 18.0" 4.0" S.W' 80" 13.0"16.OPI 9.0" 5.0"18.0" 13.7'18.0" 9.0" 5.0" 8.0" 13.0^
, ANCHOR SCHEDULE. CONCRETE (CONT.)
' 2.3/16"MIN EDGE DISTANCE 3.119"MIN EDGE DISTANCE 3•
111ff�� IITT Spans Up To 6••0" Spans Up To 8'"3"
LCAb _ --'' , .`-
F, • _1 5 UD To 12"0" Spans UD T°6'•0" 5pans Up To 8'-3" Spdns UD To 12'-0"
CONN TYPE CONN TYPE
I 1 r4.rl1i'1l�R .pili ClC2 C3 C4 CS CS C2 C3 CA CS ClC2 CONN
NC3 P C4 ClONN TYPE CONN TYPE CONN TYPE
' CS 1 C2 I C3 I C4 C5 Cl C2 I C3 I C4 CS Cl I C2 I C3 C4 CS
• 5[16"ITW TAPCCN XL.WITH 93 16.0"16.4"160"16.0"16.4"16.0'•16,0"12,0"16.0"15.0"16.0'•11,0•' 7.0" 12.0"16.0"16.0"16.0"16A'"16.0"1610"Ib.4"26.0"_12.5"l6.0"56.0"SG.O"11.5" 7.5" l2.4"Sb.O" x T - ' m `'
EtdOED(2899ps1 MIN� 53 16.0"26,0"Lq,O"SSA"ib.4"i6,0"24.5"f 9.0" 1q.0'16A"16.0•' 9.0" 6.0" 10.0•'12.5"16.0'•L6.0"14,5"16.0"16.0"16.0"15.0 9,0" 14.5"16.0"16.0" 9.5" 6.0" 10.5"13.0"
COJJ .�S - 62 16.0"16,0"11.5"116.0"116.0"16.0"11.5" 7.5" 12.0"16.0"16.0" 9.0" 6.0' 10.0"12,5"16.0"16.0"21.5"16.0"26.4"16,0"21.5" 7.5" 12.0"16.4"16.0" 9.5" G.0" Z0.5'13.4"
70 16.0"15.5'• 9.5" 35.0"16.0"16.0" 9.5" 6.0" 10.5"53.5•'260" 90" 6.0" 10.4"12.5'•I6.0"16.0"
_...
';• �, -',,, __•; 100 16.0',' 9.0" 6.0" 10.0"12.5"16.0" 9.0" 6,0" 10.0"12.5"SG.O" 4.0" 6.0" 10.0"12.5"
• I t ~- 43 S6 Q"26.0"16.tl"26.0"16.0"26.0"I6.0"13.5"I6A"I6A"36.0"12.4" 8.0" I3.5-16.0•'2b.0"16.0"15.0"ib.0"16.0"26.0"16.4"15.0"16.0"16.0"16.0"13.0" 9.0" 15.0"]6.0"
w
�5,Ib".E'_CC,ULT;iACON Y:STH C
• 1.3j4'EMBED(3FONpsI WN 53 16A'_i6.0"16.0"16.0"16.0"16A" IS.S"10.0"16.0"16,0 16.0" 9,5" 6.5" 11.5"13.5"16,0"16.0"iG,O"16.0"16.4"16.0"16A"11,0"I6.0"16.0"16.0"10.5"7.5" 12.5"15.0" `�` > LL w
__ __._-_-_-.___.
CONCj••' 62 16.0"Sb.O"22.5"16.4"16.0"2b.0" )2.0" 8.0" 14.0"15.0"16.4" 9.5" 6.5" IL.S"13.5"IG.O"2b.0"L4.0"16.0"36.0"16.0"13.5" 9.0" 15.0"56.0"16.0"103" 7S" 12.5"15.0" ¢ €€
z 5 -
Q l9
30
. ,_ V f•,''gip. 70 16.0"i6.p"10.5"16.0"16.0"16.0"10.0" 7.p" 12,0"14.5"16.0"-9,5" 15;0" � u m$`1Z$�
100 Ifi.O" 9.5" 6.5" S1.S'"13.5"16.0" 9.5" 6.5" 11.5'•13.5"26.0" 9.S" 5.5' 11.5"13.5"26.0"50.5" 7.5" i2.5"25.0"26.0"10.5" 7.5" 12.5"15.0"56.0"10.5" 7.5" 12.5"SSA•' Z pip o g
114"304 SS POWERS TAPPER 1.1/2"MIN EDGE DISTANCE 3"MIN EDGE DISTANCE
1V/1. 3000•sl -' - - - - --
w 3 "
( ? C1 C2 C3 C4 CS ClCI C2 1 C
C3 G4 CS CI C2 C3 C4 CS CS C2 C3 CA CS C2 3 CC4 CS Ci 3 C2 C3� C4 CS
3/4"EMBED N a
"g MIR CDNC} 43 ib.0"24.5' 6.1 8.5" I6.0-12.5" 7.0" 4.0" TIM" 12.5" 16.0"16.4"16.0"14.D" 8.0" _12.0"16.0"14,5" 7.5" 4S" 8.0" 11.5"
.'�6 53 14.0" 8.5" 45" 6.5" 14.0" 9.0" 4.5" 3.0" 4.51• RO" 6,0" 3.0" 3.0" 4.0" 16.0"26.0" 9.5" 13,5"ib.4"SbA" 9.5•• 6.0" _9.5" 16.0"12.0 6.0 4.0" b5"
62 11.5" 6.5 3 5" 5.5 i2.0" 7.0 3.5 4.0" 6.0" 6.0" 3.0" 3.0" 4.0" 16.0"17.0" 7.5" I1.0"16.0"14.5" ZS" 5.0" 8.0" 12.0"12,0" 6.0" 4.0" -6,5'_ 8.5" Q
7.0" 5�0" 10.0" 6_0" 3.0" 3.5" 4.S" 6.0" 3.0" 3.0" d.0" 16.a'10.5" 6.5" 10.0"16.0"12.5" 6.5'" 4.0" 7.Q" 9.0" 12,0" 4.0" 6.5" 8.5'• t
200 '6.U" 3.0" 3.0" 4.0" S.0" 3.0" 3.0" 4.0" _12.6" b.0'• 4,0" 6.5"_ 8.5" 12.0" b.tl" 4.0" 6.5" 8.5"' 12.0_" 6.0" 4.0" 6.5" 8.5"
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK m
"- 1"MIN EDGE DISTANCE 2.1/2"MIN EDGE DISTANCE
-"LOAD Spam U°To 6'-0" Spans Up Tp 8'-3" Spdns UD TD 12'-0" Scans Do To 6'-4" 5pans Up Tp 8'-3" Spans UD To 12'-0•'
d i ANCHOR 1pst) CONN TYPE CONtt TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE o= m
CS Q C3 CA CS Cl C2 C3 CA CS C3. G2 C3 c4 c5 CI C2 C3 C4 I C5 Cl I C2 I C3 I C4 C5 Cl I C2 I C3 I C4 I CS yD- p M
"• - x.1/4"ST.Y TAPWrI WIT "_ 43- 8.5" 7,4" 3.5" 8.5' 6.4" 3.5" 5.0" 3.5" 11.5"10.0" S.0" b.5" 11.5" 8.5" 4.S" 3.0"' 4.S" 8.5" 4,5 3,6" A.0" �,c Q m
,b 53 7.0" 4.0" 7.0" 4.5" 4.5" 9.5" 6.0" 3.5" 5,0" 9_5" 6.01" 3.0'- 3,5" 6.0" 4.0"
52 5.5" 3.0" b.D" 3.5" 8.0" 4.0" 4,5•` 8.0" 5,0" 3.0" 4.0"
" Io 4-.F /� 5,0" 3.0" 5.5" 3.5" 3.5" 6,5'• 4.0--- 3.p" 4,0"
100 f 4.tl" 11 4.0"
ijA"ELCO ULTRA,CON WITH 73 13.4"10.5" 6.5" 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-
114-EMBED 53 20.5" 6.5", 10.5" 6.5" 6.5" 20.5" 6.5" 3.5" 5A" 203" 6.-1 3-5" 3.5" 6.5" 4.0" 3A"
-..
m ! 62 8.5" 9.4" 8.5" 4.5" 4.0" 9A" 5.0"� 4.0" 4.p" 3.0"
m 70 7.0" 7.5" 7.0" 3.5" 3.5" 7.5" 4.5": 3.0" 4,0" 3.0"
• - 100 4.0" 3.0" 4,0", 3.0" 9.0" 3.0" ci
0 1/4"IiILLENIUH MILLFAS _ 4B 12S"1J.5" 4.0" S. 12.5" 9.0" 5.0" 9A" 5A" 4A" 13.5"11.5" 5.5" 7.5" 13.5"10.°', S'S" 5.0 10.0" SS" 4.5•' a
m ANCHOR W/1-114"•EDI4ED 53 10.0" 6.0'• 4.0" 10.6" 6.S'� 6.0" 4.6" 1L0" b.5" 4.8" 5.5" 11.0" 7.0'^ 9.0" 7.0" 4.5"
o ' 62 8.01• 4.5"% 8.5" 5.0" 4.0" A.p_' 9.0" 5.0" 5�0" 9.5" 5.5'/ 4.5" 4.S" J"�i S
' 70 6.5" 7.0" 4.0"' 4,0" 7.5" 4A" 4.4" 8.0" 43" d.5" 44„ ii
z f00 4.0" 4.5" 4,S"
i-!/4-MIN EDGE DISTANCE
u' 11/4'ALL-PCHNTS.SOLlO-SET --- _ 7.'MIN EDGEDISTANCE
° O 'ANC:dOR W/7!8"EMBEU 0 Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C9 CS
�. �•(l/4-2055 MACHINE
v.a,•b - II Os •� SCPE3j/5" 3...5"
,
. 6.0 4.5' 8.S"
_0.11.503b03.04.011.06.03.Q" 5.0 1 260" $. 34.0 160 16.4"105" SA" 26.0"1i.0" 5.5"
8.0" 16A"14.0" 7.5" 40" 5.5 13.5 90 0" 65
4.0" 1 6.03,0 6.0" " ." 4.S"4.5" 0 B.53 7 ,
0 " " 6556 .0 5562 26. 5 0 0
70 8.5" .0 " 4 65"
. 155 9.5 Y _ .
ap2
gEE!kt!
'
=� - £5
p� ( 100 5.0" 3.5" 5,0" 3.5" 5.0" 3.5" 9.0" 4.5" A.4" b.5" 9.0" 4.5" 40" 6.S"
X5126"x'117 TAPCON XL WITH ._ 3"MIN EDGE DISTANCE 4"MIN EDGE DISTANCE '� a
1-3!a^EI48E0 C1 C2 C3 C4 CS Ci C2 C3 C4 CS C1 C2 C3 C4 CS CS CZ C3 C4 CS Cl C2 C3 C4 C5 Ci 72 C3 C4 C5
n0`t45i`Ce
43 16.6"16.0"I.?.0" 12.0 16.0"19.0" 7,5"15.0 8.5" 11%1 B.b" 4.0" 3.0" 5.5" 6.5" 9
Ji S3 L5.5 9.5" 6,0" 9.5" 15.5"10.4" 5.0" 6.5" 10.0" 6.S"
`'t-' 62 13.0" 7.0" 4.5" 8.0" 13.0"1B4O" 5.5" G,5" 6.5 4.S" h.5" D �
11,0" 6.5" 5.0" S.b" 6.5" 4.5" 4.5" a "'
104 6.5" 3.0" A.5" d,5" 6.5" 4.5" 4.5" 6.5" 4.5" 4,5"
g �
_ a �
i 1-9!16"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE 8
( 5i 16"ELCC 11LTRACON WITH Cl C2 C3 C4 CS Cl C2 C3 C4 CS Ci C2 C3 CA C5 Ci C2 C3 CA C5 CS C2 C3 C4 CS C7 C2 C3 C4 CS WPYNCNfFMlML0UPU1+D0 p.E.
S i-ij4"EMBED A3 120"10.0" 12.0" 0.5" 8.5" 16.0"16.0" 8.5'_ 11.0•'16.0"15.0" 8.5" 7.5" 15.0" 8.5" 7.0"
S3 5.5" 6.0" 4.5" 6.0" 6.0" 6A" 8.5" 16.0"21.0" fi.o•• 14.5•' 7.4'• 15-2339
E b2 8.6" 0.0" 34.0" 7.5'_%/// Z0" 14.5" B,5" 7,0" 7.0" SCALE:
31.5" 6.0" b.0" 12.0" 7A" 7A" PAGE nE50uPTI0N•
TG ANCHOR NOTES:SEE SHEET -
Sw. 9 FOR ANCHOR NOTES.
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
} _ 2"MIN EDGE DISTANCE ��� "1"•'•,,��
rl Spans Up To 6'4" Soans UP To 8'-3" Spans Vo 7a 12'-0" ?� , •• .L
O LOAD CONN TYPE CONN TYPE CONN TYPE
ANCHOR
s 1V n C3 C2 C3 C4 I CS Cl C2 C3 I C4 I CS Cl C2 C3 C4 CS
'•
11112 SMS W/2"EYEWALL 43 36.0"SbA" 7,5" 9.0" 16,0"15,5" 8.5" 4.5" 6.5" 1S.S" 8.5" 4,5" 4.0" 7.0"
G ARMOR INSERT W/1-1/4" 53 I6.b"10.5" 5.0" 7.q" 16.0"3L.0" 6.0" 3.5" 5.0" 11.0" 7.0" 3.5" 3,5' S.W ,T, • '
_ EMBED��-�^� 52 I4.0" 7S" 4,0" 6.0" 14.5' 9.0" 4.S" 10*' 7.0" 7.0" 3S" 3.5" 5.0"
's • O 70 I1V5" 6.0" 3.5 5.5" 3.5'• 5.0'" 0•. aa�a't4V``
S 200 7A" 3.5" 3.5" 5.0" 7.0" 3.5" 3.5" SA" 7.0" 3.S" 3.5" 5.0"
F'
i ANCHOR SCHEDULE: WOOD (G=0.55)
3/4'MIN EDGE DISTANCE - ft1 t1 >:U�u W 5
Spans Up To 6'-6' Spans Up To B`-3" Spans Up To 12'-0", IJ Eh L m Q Z n
Gj LOAD CONN TYPE CONN TYPE CONN TYPE
Q ANCHOR '11 Ip q y z
n (P54 Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 4V
CS �FMi c5. z
1/4'LAG SCREW WITH 1-3/4" 43 16,0"16,0"11,5"12,5"16,0"16,0"16,0" 7.5" 9.0" 16:0"16.0"14.5' 4.5" 6.0" 16,0" o
' MIN THREAD PENETRATION 53 16.0"i6.k" B.S" ID.O"16.0"36.0"15.0" 6.0"
7 _ S " 160 W
14.5• 16.0"16.0"115" 50, 6.0" W62 160'116.0 O
..
,. 70 26.0"Ib.O" 6.0" 7,5" 16.0"16.0"22,5" 4.0" S.5"116.V 16,0"11.5", 4,0" 5.0" 16.0"
5 100 36.0"11.5" 4.0" S.0" 16.0"16.0 11.5" 4.0" 5.0" 16.0"16.0"11,5" 4.0" 5.0" 16.0" a
7/16'WOOD BUSHING WITH 43 16.0"16.0" 8.0" 10,0"16.0"25.5" B.5" 4.5" 7.0" 15.5" 8.5" 4.5" 4,5" 7,0"
1.13"MIN EMBED&1/4.20 53 16.0"10.5" 5.5" 8.0" 16.0"11.0" 6,0" 3,5" 5.5" 11.0" 7.0" 3.5" No
4.0•' 5.0"
SS MACHINE SCREW m --
62 14.0" 8.0" 4.5" 6.5" 14.S" 9.0" 4.5" 3.0" 4.5" 7,0" 7.0" 3.MS.
4.0" 5.0"
oQ ,Lamm 70-12.0" 6.0" 3.5" 5.5" 12.5" 7.5" 3,5"j 4.0" 5.5" 7.0" 3. 4.0"_5.0"•
ItifOB 100 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5A" 7.0" 3, 4,0" 5.0"
T XI4 SMS OR 014 WOOD 43 16,0"16.01,12.5"14.5"16.0"16.0"16,0" B.0" 10.0"16.01-116.01,111.51, 7.0" 16.0"
SCREW WITH 1-3/4"MIN 53 16.0"16.6' 9.0'" it.5"{6.0"16.0"15.0" 6.0•' 8.0" 16.0"16.0" 9.5" 4.0" S.5" 13.0"
THREAD PENETRATION -
d 62 16.0"16.0" 7.5" 4_5'_ 16.6'16,0"11.5' S.0" 7,0" 16.0"16.0" 9.5" 4.0" 5.5" 13,0" •- a o ''"
70 16.0"16.0" 6.5" 8.5" 10.0" 9.5" 6.0" 14.0"16.0" 9.5" 4�0" 5.5" y O n -
- 100 16.0" 9.5" 4,0" 5.5" 23.0"16.0" 9.5" d,0" 5.S' 13.0"16.6' 9.5" 4.0" 5.5" 13.6' O c a -'
ANCHOR SCHEDULE: WOOD (G=0.42) Qzm< " 7
a - 314"MIN EDGE DISTANCE E
a `
8 G
LOAD Soans Uo To 6'-0" Soans Up To 8"-3" Spans Up To 12'_0" .•�.
tja CONti'NPE CONN TYPE CONN TYPE
iG ANCHOR tDsU CI C2 C3 C4 CS C3 C2 C3 C4 CS Cl C2' C3 C4 C5 oo g
';4"LAG SCREW WITH L-3(4" 43. 16.0"15.0" 9.0" 10.0"16,0"16.0"16.0. S.S" 7,0" 16.0"16.0" 9.5" 3.5" 4.5" 15.0"
MITI THREAD PENETRATION 53_16.0"16.0" 6.5" R6• 16.0"16,0"12,5" 45" 5.5" 36.0"15.0" 7.5"! 3.0" 4.0" f1-0" �p
a 16.0"16.0" 9.S 3,5" 5.0" 15.0"15.0" T.5" 3.0" 4.0" 11,0"
o n --.-els r.
c 70 16.0"13.5" 4.5" 6.0" 16.0"16.0" 8.0" 3.0" 4,0" 11.5"15.0" 7.5" 3.0" 4.0" 11.0"
100 15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7.5"•3.0" 4,0" 11.0"15.0" 7.5" 3.0" 4.0" 11-D" '
~ C 914 SMS OR 924 WOOD 43 16.0"25.0" 8,S' 10.5"16.0"16.0"12.5" 5.5" 7.0" 16.0"L3.0" 6.5" 3.5" 5.0" 10,5"
r
C ___.
O SCREW WITH I-3/4"MIN 53 16.0"16.0" 5.5" 8.0" 16.0"16.0" B.5" 4.0" 5.5" 16.0"10.5" 5.5" 2.5" 4.0" 7.5"
O THREAD PENETRATION -_._.._.. _..__
u g b2 16.0"LLS" 5.0" 7.0" 25.0"23.0" 6.5" 3.5" 5.0" 10.5"10.5" 5.5" 2.5" 4.0" 75"
m
70 16.0" 9.5" 4.5" 6�0" I6ib"11.0" 5.5• 3.0•' 4.0" 8.0" 10.5" 5.5" 2.5" 4.0" 7.5"
- - 200 10.5' S.5' 2,5' 4.0" 7.5" 1D.5" S.S" 2.5" 4.0" 7.5" 5S" 2.5" 4.0" 7.5"
ANCHOR SCHEDULE: GROUT•-FILLED CONCRETE BLOCK gqqqgg
4"MIN EDGE DISTANCE
SDans Up TO b'-p" Spans Up To B'-3" Spans UD To 12'-0"
y� LOAD CONN TYPE CONN TYPE CONN TYPE
a l • ,. Q ANCHOR tPu7
x vs Cl C2 1 C3 1 C4 CS Cl I C2 I C3 I C4 I CS Cl C2 I C3 I C4 CS 6
5/16"ITW TAPCON XL W/ 43 16.0"1610"16,0°16.0"16.0"16.0"16.0"15.6'16.0"26.0"16.6'15.0" 9.0" 14.0"16.0" gL
2-114"MSN.EMBED53 16.0"16.0"16.0"16.6'16.0"16.0"16.0"11.0"16.0"16.0"I6.0"12,0" 7.5" 12.0"16,0" G Si 9
J"&, �4NIMAIp 62 16.0"16.0"14,0"16,0"16,0"16,0"15.0" 90" 14.0"16.0"16.0"12.0" 7.5" I2.0"Ib.O"
70 26.0"16.0"12.5"i6,0`16.0"16.07 12.5" 8.0" 12.5"16.0"16.0"12.6' 7.5" 12.0"16.0"
' 100 16.0"12.0" 7.5'" 12.q"16.01,16.0"12.01, 7.5' 12.0"16.0"15.0"12.0" Ti-; 22.0"16.0"
5126"EtCQ UL7RACON WI 43 16.0"16.0"10.5"24.0"26.0"16.6"10.5" 5.5" 4.5" 36.0"11.0" S.5" b.5" 9.0" aWrluGHt FRNIXLAD01af4JOPP.
O 2-1/4"MIN.EMBED 53 L6.0"13.5" 7.5" 11.0"16,0"14,0" 7.5" 7.5" 13.5" 9.0 6.5"
�m 62 15.0"10.0" 6,0" 9,0'• I6.0"21.0_' S.5" 5.5" 9,0" -9.0" 6.5` 15-2339
-70 15.0" 8.0" 5.0" 8.0" 15.5" 9,5" 5.5" 7.0" 9.0" 6.5" 5Cai£:
•
Q •-- % -- --------.-0 /!� PAGE D£SCRIPTIONI
s z 100 9.0' S,5" 6,5" 9.0" 5.$" 6.5" 9.0" 6.5"
i7 gj _ 2"MIN EDGE DISTANCE
Pa _ Cl C2 C3 C4 C5 Cl C2 C C4 CS CI 52 C3 C4 CS
'A 012 SMS W/2"EYEWALL 43 16.0"16.0" 9.5" 11.5'16.0"16.0"14.0" 6,0" 8,0" 15.0"14,5" 7.5" 3.5" 5.5" 11.5" °,09
ARMOR INSERT W/2"EMBED 53 16.0"16.0" 7.0" 9.0" 16.0"16.0" 9,5•' 4.5" 6.5" 16.0"3I.5" 6.0" 3.0" 4,5" 8.5"
- 62 I6.0'_13.0" 5.5" 7.5" ib.6'24.5' 7.5" 3.5" 55" 12,0"I1.T5' 6.0" 3.0_ 4.5" 8.5" I•'�
70 16.0"10.5" 5.0" 6.5" 16.0"12.5" 6.5" 3.0" 4,5" 9.0" 11.5" 6.0" 3,0" 4.5" 8.5" ANCHOR NOTES:SEE SHEET
"- "" 9 FOR ANCHOR NOTES.
8.5" ILS" 6.0" 3.0" 4.5" 8.5" iL5" 6.8" 3.0" 4.5" B.5" -.