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Product Approval Menu>Product or Application Search>Application List>Application Detail L�p�
IVED
tls � FL# FL13757-RS `\/-`.e
Application Type Revision
Code Version 2014 SEP 2 2 2017
Application Status Approved PERMITTING
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 Bennardo
frank@engexp,com
Technical Representative Thomas B.Johnston
Address/Phone/Email 400 west McNab Rd.
Ft. Lauderdale, FL 33309
(954)970-9999
tomj@tc-alum.com
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Accordion
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Frank L. Bennardo,P.E.
the Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation&Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By ORLANDO L.BLANCO, P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL13757 R5 COI IndeD 2.Ddf
FL13757 R5 COI IndeD 3.Ddf
FL13757 R5 COI Indeo.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2006
ASTM E1996 2005
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 199
C S
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL13757 R5 Eauiv Eauiv 2 odf
FL13757 R5 Eauiv Eauiv 3 odf
FL13757 R5 Eauiv Eouiv.odf
Sections from the Code
FTodlict Pppr'oval.Method Method 1 Option D
Date Submitted 04/21/2015
Date Validated', 04/29/2015
Date Pending FBC Approval 05/06/2015
Date App�ove`d� 06/22/2015
Summary of Products
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 Dwo.odf
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 IT Dwo 2.1)df
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 2.Ddf
span/pressure combinations and additional limitations of Created by Independent Third Party: Yes
use.
13757.3 E.A.Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E"
for use with essential facilities and wind zone 4 applications.'
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL13757 R5 II Dwo 3.1)df
Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo PE-0046549
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +110/-128 Evaluation Reports
Other:See product drawing for additional information, FL13757 R5 AE Eval 3.odf
anchorage, etc. Created by Independent Third Party:Yes
Back Nezt
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any.questions,please contact 850.487.1395.*Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided maybe 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:
� =
Crwdit and
Sate
- - ',4M p1i-iRrftialU:7f�
""0 00 Opp
6.8 STREAMLINE SHUTTER
FOR USE WITHIN AND OUTSIDE THE HVHZ
GENERAL NOTES: No.46
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING
CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE
UNLIMITED WIDTH------- %
INT ODE BU%AND INTERNATIONAL RESIDENTIAL CODE�',RQ.THIS SYSTEM
CODE IN�L
NPA ES ESSENTIAL FACILITIES AS DEFINED IN STME199
10 A Ll SECTION
MEETSMISSILE6-09. OAF
SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. A.
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE P
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE TO TRA
I E WITH ASCE 7-10 AND CHAPTER 1609 OF THE
FILEOT'REMENTS AS DETERMINED IN ACCORDANCE lu
.IDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN
PRESSURE CAPACITY VALUES LISTED HEREIN FOR AN ASSEMBLY AS SHOWN.
TESTING'WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E188 EIS96/030.
4� DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 z
SAFETY FACTOR.
5. THIS 5YS7EM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND F PLAN VIEW wtA
ZON--; T14 ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL
'RI,_�
IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. LU
E IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE
6, NO.INCREAS PRODUCTS.WIND
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN.
7. DETE�MlhTHE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE
DOCUMENTS IN.ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR
LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECT10NALITY FACTOR OF Kd=0.85 Ut
g1.
!�iiLL BE USED.,
o. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC
SITE.
9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME x
PRODJCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER d
6ZG S-23 OF THE FLORIDAIADMINISTRATIVE CODE.
THE'6'r APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR2 P
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM =.sf�
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. NTS WILL VOID THE APPROVAL an.I
:�M
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUME 1199
DOCUMENTS, HURRICANE PROTECTION —BOTTOM <
12. TRACK
WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING.
OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND
SEAL 'G
FY THE L
ED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTI LOCKING MECHANISM,SEE 3:
DEVIATION AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL.
13. imum TYPICAL PLAN VIEWS tz
EA&'.SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MIN
INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION
FORT LAUDERDALE FL ER ELEVATION
MISSILE LEVEL D-ASTM E1886,E1996&E330 SHUTT,
TAS 201,202&203 1 N.T.S. EXTERIOR ELEV
R
FLORIDA BUILDING CODE APPROVED TABLE 2:
14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U,O.N.,WITH A MINIMUM Fy OF 25
K.Sli.
15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION}SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS
e MINIMUM TENSILE STRENGTH OF 60 K.S.I.j U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052 NON-HVHZ ESSENTIAL
ALIj:4.ALLOY. * ' FACILITIES
-.'Ef+S SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ
AAIN
-— CCK At CENTER OR SIDE CLOSURE.
BOTT OM-D-ETAILS.MAY BE INTERCHANGED AS FIELD.CONDITIONS RE&IRE.
NON-STACKING I SHUTTE
G LOCATIONS.USE I VABLE ANCHORS. INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS
MIC2 >30'ABOVE :5 30'ABOVE >30'ABOVE
TRA,XS MAY BE REMOVABLE AT NON SPAN
'�Tff,]G EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10'%
SHOWN INCLUDE POWDER COATING FINISH. :9 30'ABOVE GRADE GRADE 4 11 S!
S GRADE
ALE_5:rEEi S4��VNTAC-WITH.ALUMINUM SHALL BE PAINTED OR PLATED. GRADE
I TITEKV.1 I I'l ADDITIONAL BLADES OF SLACK. -114" -5/81,
22. SHL AY.0 iSTALLED WITH UP TO(2 72 2 1
5EALA"SHALL BE USED ON ANCHORS OR 911RACKS WHEREVER WATER SEEPAGE IS POSSIBLE.
99" —3112- 1-718" 3-5W i-7/8"
120" 4 2" A
1 LE 1: 4-1/4" T.
TAB-
TABLE 1 NOTES; 144" 4-7/8"
1. DESIGN PRESSURES SHOWN IN"ACCORDION 2"
-AGdORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE TABLE 2 NOTES:
MAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ:DEFINED AS MIAMI-DADS COUNTY AND BROWARD COUNTY FLORIDA.
SPAN SCHEDULE AT EACH RESPECTIVE SHUTTER SPAN. 2. NOR-liVHZ;DEFINED AS ALL LOCATIONS OTHER THAN MJAI41-DADE COUNTY AND BROWARD COUNTY�
2. LINEAR INTERPOLATION BETWEEN SHUTTER FL_0kr0X_ 15-2339
losil"VE NEG SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND SCALE:
-FL F THE HVHZ,PROVIDED THAT SHUTTER NASA SIGN ZONES I THROUGH 4 OUTSIDE 0
-'y RL5�(GN BETWEEN THOSE INDICATED ABOVE,THE PAGE DESCRIPTION:
F�EWJR PRESSURE MINIMUM SPAN OF AT LEAST 30".
r; DESIGN PRESSURES FOR THE NEXT HIGHER OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL
Rii�D� —�$F SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES I THROUGH 4 OU
1 0'ABOVE GRADE,AND 1-5/8'WHEN>30*
HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN:9 3
"'r ino iaD ABOVE GRADE.
9,a*-t_ 70 70 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE
NEXT HIGHER SPAN SHALL BE USED,
INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE
53 53 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM,
E1996.09.
PRO)ECTION VARIES \�l! �, N/y�'''•,,
0.115"2 874" ° '•' 4.874"MAX, �.•_ `,� //i
3•'' 0 0.080"
o 0.062" 0.450"
0.125" 1.830" 0.062"
1.768" 8.160" F'
0.080" 0.063" u* *0.096,� 0.195"
r~ -O.isS" 1 t• 0:060" 0.070^ M 0.060° 2.82-0^-{ 3�', TE ��t "'�4•
.r. m 0,125" T in 0.630" 0.630" OA62"� 1.993" I 1.908"--{
0.630", 0.062" 0.630' 0.062" ti -L •L 0.143" 0.096"
' �... ._.i.. 069"-f 0.971" 0 1 [0.971"1 0.143" /// � 1�110',It
t 1. 7" �o '1417 I� oxew
�d _, 0 060" 0 06, 0.06.30".. U LL
:p1.069 0 052" _'"•°00�� �»1.059"� O.p62" 0.200' 0.630" 0.06 060iti L p�j o W
IJ Z F
0.200-
5.7
.200"� -� 0.062" 0" Z
e?},
SUPPORT*LEG OPTIONAL k.069 0.062"0,062^ }-1.069"-� W .+Wz
i 5.745"MAR. _
^r 5.745"M ..,� -•- u3i 5'�5 x
�j WALL BUILD OUT WALL /� \ 1 STREAMLINE CEILING TRACK \1 STREAMLINE WALL TRACK a HEAVY HEADER/SILL O LITE HEADER/SILL
SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE •+�
s
WHERE SHOWN,SCREW BOSSES
&FELT GROVES ARE OPTIONAL v'
ON ALL EXTRUSIONS `^
• .. 0.874'}- }--2.655" 0.875"
2.195" 0.510" 2.19" 1,230-
1.2;
,230"
1.229" 0.105" 0.060"T'
d _
~ D m
pq 0.7 5" rs �a,S p M
,� --2.555" ri O7 to m 1 I ;rr I m
s 'j--'-� £ +n M o 0.105" E I in X2".'352" 4.84" r+✓ m g�
3 I .831" �10 N voi o' 1 c s U ic
L`i
� I On F -4.510 (�`I , Ifo
�r �O.lOs" N 1.069" 10.105 N ri N 0.075" 3 ' 0.075" I _ "'a
4.510' Lu_._..-_.. 0.994.x.1 0.04a pg
OTE:TESTED THICKNESS OF
m 0.781" ---� �----4.510"� 0.075 /FARE METAL W/O PAINT IS 0.039" as
F }----3.506"
c° aS
SILL SILL ADAPTER /EXTENDED SILL �p EXTENDED SILL ADAPTOR �D ADJUSTABLE SILL BOT dM 6.8 STREAMLINE SLAT/BLADE
•g �•-/'' SCALE:HALF SIZE `-�' SCALE,HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE �-� SCALE:HALF SIZE
SCALE,HALF SIZE {II
i
S 0.080" 0.477" 1.570" 0510, •}
5
0.59 0.3-01" O6 ' 0.070"
0.1, 0.1"4�30.245"
0.143" 096" T
0.080"
0 1160'
IE!
s
Rl �"-.-."--4.753" rr
to
.F 0.090" 0.096"
1 Y
{-O.1B0" N , 0.080" "
>I � 0.080" II xaAY� .� �E
Y� 6.Jr4' 0.22 0.682" 0.630" 0.060.1 \\ COPfP1GH(FRM[SLBFHINRRD PE
'T�-'"--moi tf I 0.693' 15-2339
HOTF:THICKNESS OF BARE 1--'1-0.420• BCALEt
MET7'L%'.'10 PAINT IS 0.039" PAGE DESCRIPTION(
1
6,8 S'rREA(,iLINE STACK 16 RADIUS CEILING HEADER/SILL 17 6.8 STARTER lg WALL SILL CLIP Igb WALL SILL
P;"+ Cr•I :HALF SCALE:HALF SIZE
aiZE SCALES HALF SIZE SCALE:HALF SIZE SCAT&HALF SIZE
ar I
��
r.28O
450" \\\\\ EaouiW4
0.;25" 0.610° STAINLESS STEEL �-{ NYLON WASHER OR CIY
F. ,J .4 0" ALUMINUM 0.357° ,•.� I' t! x
`�' ASSEMBLY p,�1S0"
0.320"0 HOLE o W �-
0,276^ � Q,
NYLON ?g Z'z #10 x 2.314"410 HT S.S. ,*
0.880' WHEEL " ' r�ILO _ 0.120"o INSERTS SCREW W/TC ULTRACOTE -I--_-' r0.592" S z.
INTO COATING ar 1T .• A {2�,Mr
j '1'�- TRACK (TYP TOP&BOTTOM) N 0.062°
a
<i
NYLON BUSHING W/WASHER:TYP.AT EVERY OTHER 'E-"--ry 0.750` 7/16'0 x 1/2"@ INTERIOR JOINT TOP 0.154'A -0.137" 4/ AVV05'MAX. 0.870"--11 j7J26"?x 1"@INTERIOR JOINT BOTTOM 1 'Lf_d X
CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR _ 6 U q 6 a
•ANGLE HOUSING-ZINC Df�ST POWDER COATED
22 ROLLER ASSEMB 24 BUSHING ASSEMBLY DETAIL 2g BOX CENTER INSERT (�4 u�
SCALE.HALF SIZE MAY BE KEY OPERATED 7 t�i(j N 00 w
SCALE+HALF 51 SCALE.HALF SIZE SCALE:HALF SIZE G.
OR KEY/THUMB TURN OPERATED INSIDE. W w n 3 m
�-.O.250 23 BRASS PUSH LOCK
SCALE,HALF SIZE
+nw"
R0.155" 1.478" J6�
1.742" 0.23"R0.500" .000- 0.236' 0.267"0.500" O.b23" 1.710" 24"o 0.790" 0.090" 0,319" 0.531" 531"0.064" 0.28 " .. 60" 0.046 o� . . o o L. r0.607" 607°0. 7 i
250" 0.2I8'� ^ I u°iin a^i ro n a � O10.224" 0,239" �-�2.000" 0.060" 0.49G" , , " kms S.y R1.758" I .l, 1„. P�"�O'C" O1SL'
z5am
27 RAINGUARD 28 DECORATIVE FLOOR TRACK 3.47 0.240 m<
0.160" 0.222"-j r
SCALE:HALF SIZE SCALE,HALF SIZE 1.001 0.062" 0.062" 0,062" �-0.176" � �a
30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER
SCALE,HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE (�,_V o
v `
41-0.062"
"0.400"
5300'x-13/1.6"WIDE
7/16.0 STAINLESS O °'
} 0
"4 A (.167" '--� STEEL NUT
It
30 �,
n 0.125" r V� "�-, p " 0.438"
�- CD 0.166" 5/16-18x1 MACHINE SCREW
TYP. 5116.0 INTERNAL STAINLESS STEEL N pa 0.121"
I 4.500" 1 10.689- POWDER COATED,7"
INC DIE- S THREAD "' a a-- g
Y HEAD STYLE VARIES L, _�•_^ 1.050"-�
SECTION A Q85
DEL1Q MODEL 2D22 36 T-LOCK ADAPTER �7 T-SCREW INSERT 3B THUMB SCREW � 6
€ :NDUa?R;AL SYSTEMS (OP.TIONAL) SCALE,FULL SIZE SCALE:FULL SIZE o 0.254 4Oo 40b 4Oc "
�. 35 BOX LOCK SCALE,HALF SIZE N I 0.319 END STRIP 1" c S♦�A
.. SCALE:HALF SIZE j--2.000"--f 2" & 3" EXT .
a
0.0 0" 1 1.506°--� 0.125" `ir0.125°SCALE, HALF SIZE d 65
0.093" @. N
0.125"
-
°` 00.125" WP<wwwl'FRuaLewwuaPF.
0
$ 0:093" 15-2339
0.2so" g N 0.085" M
rq EL SCALE,
r - PAGE DESCitIFTIONi
L-.-
�--- -zp0p----------� 20 ALT. T" END STRIP 21 1.5"x3"x0.093° ANGLE 25 2"x3"xO.125" ANGLE X94
3 2X7 :;NGLs SCALE,HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE
SCALE:HALF SIZE
ppJJyy 1111/7((yyfry�//yµppJJ;$D0,p.F.
EDGE DIST. l�.,`��,'• .. q %�
+4 SCHcDULE,@ 18"C.C. EXISTING DIST.
GLAZING SEE END STRIP
j _t 't ry SCHEDULE FORM
A��ANGL.E EMBED ut o SPAN WHEN USI e "
✓ �' S,'' .'I,{(� 20,40a,40b OR C; ) M
j�� I T LEG 0ECITO !i ti ��I•d,• I/4" OR 6.8 STARTER ": TAI ��*1
EMBED. I (INTERIOR) z f4AX, WITH 23 OR 25.
lb 17 �• SV
,1 _ 30 MIN.0.062"THICK 6063-Tx SL MAX. 21 26
EGGr,. ANGLE LEG MAY BE REVER ) FASTEN ANGLE TO TRACK W/ X W
DIST. 8 {2}#IOXI"SCREWS AT >H LL w i'!
ANY ANCHOR AER ANCHOR tC
SCHEDULE @ 18"O.C. ORNER TOP&BOTTOM'W/ UI Il C w
ATTACH FIO 6,8 STAR
TEF{W/ i;W,X'1T t m
73 13 13 912 x 1/2"GALVANIZED OR Z iv z
73 x ED OR S.S,SMS, S.S.SMS,3/16"0 ALUM.POP ti
6.80"4TYP.1 I. 30 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE W
USE tl)BRASS PUSH LOCK OR{ly MACHINE BOV&NUT @ 18"D.C. ALTERNATE END STRIP DETAIL BOLT&NUT @ 18"O.C. m a
e1 WITH 6.8 STARTER AND ANGLE
(EXTERIOR) 5/16.18 T11UMD SCREW INTO THREADED a w a
INSERT 3J AT 1J3 SPAN TO 2j3 SPAN SCALE:3"=1'-0^ ANY TRACK E ,�w••
SCREW BOSSES,
FROM
NOM OF SHUTTER.RECEIVING END STRIP SCHEDULE ¢
TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO P3' SPAN
SCALE:3"=l'-O'• 1"HEIGHT. 1'B/0(2.7') 62 080'; N
- 8 94" r^i
o USE Ii)BRASS PL.iH LOCK 1 2 80"
OR t1!5I16= Z 5
LOCKING DETAILS FOR 2"BIO(3.T) 62 95F SEE END STRIP
SCREW IpO THP.EAOED IF-
'
g8' SCHEDULE FOR MAX.
INSERT (371 AT 7/3 SPAN CENTER MATES w
TO 2/3 At;FROgt SHOWN ON RANDOM ,., SPAN WHEN USINGc,
BOTTOM OF SHUT I ER. 0 DETAILS 3"BIO(4.77 62 86" 20,40a,40b OR 40c, ��rr.11
a RECEIVING HOLE SHA;.L HE 13 7 7." 1 ra-'
3/B'•MAX WDTti.UP TO 74y„ 1,74" OR 6.8 STARTER in rn M
1"HEIGHT.. a t3"'
- MAX. WITH 21 OR 25. c* rT
30 ALT.1"0/0 IS Ri o v§m
1 7 USE APPROPRIATE1 STARTER STAiP TO To1.6"a3" 45 40 20 PROVIDE CLOSURE—~ x0.093" 52 FOR BUILDING CONDITIONS.
2asI0 FASTEN STARTER STRIP70 TO TRACK W!I2Y tl1dx1"9 (INSIDE) 7 SCREWS AT CORNER,TOP
t I xo.z5" as Tie' ALTERNATE END STRIP DETAIL a s
E:BOTTOM.
�; a 59— 123" SCALE:3"=1'-0" ANY ES. W/SCREW
£ 13 ! w ) as &4 116" BOSSES.
g� 0 111"
149"
LL p (I SILL g�Jg I FOR GREATER SPANS OR LOADS THAN -
LO SHOWN IN END STRIP SCHEDULE,ENO
(n I I STRIPS REQUIRE A 1'x7•.090"CLIP ANGLE 'a ¢'
I- \ MIDSPAN USING ANY ANCHOR ON THE EXISTING GLASS
C3
Lo 1` ANCHOR SCHEDULE&.14x3)4'TEK
z 13 SCREW OR I/4.20 BOLT TO END STRIP. Q gba
" I USE 171 BRASS PUSH LOCK 30 Id�W' OR(1}150/{6A 18 PUSH (INSIDE) s st 99¢$§
' OR(1)S/16-10 THUMB 30 13 d g SCREW 6O11
SILL
7p SCREW I 0 THREADED INSERT 37 AT 113 SPAN
y • INSERT 7 AT 113 SPAN Yn TO 2/3 AN FROM
w TO 2I3 S N FROM Y i7 n, BOTTOM OF SHUTTER
' BOTTOM OF SHUTTER. (OUTSIDE) S $
RECEIVING HOLE SHALL BE ,
3/8"MAX WIDTH,UP T "
Lti 1"HEIGHT, 23
\\
TYPICAL OUTSIDE CORNER CLOSURE 35 3aQ
CC';!DETAILS WO j CORNER POST
\\ 13 3D ooPrRDm FRuaLeFnlwmopF.
131 31 215 13 23 (OUTSIDE) 15-2339
SILL USE(1)BOX LOCK AT 7/3 SCALE.PAGEDESCRIPTION:
5 SPAN TO 2/3 SPAN FROM
tt BOTTOM OF SHUTTER
.3' TYPICAL INSIDE CORNER CLOSURE F499
`E CC2 ORNER POSTS MULTIPLE SHUTTER ASSEMBLY
DETAILS WOfC
"( NTS F SCALE:3"=1'-0"-O" n
� t
4Q; Cl CONNECTION TYPE N�``
REFERENCE ANCHOR EXISTING HOST
SCHEDULE FOR MAX. STRUCTURE
SPACING 1/4-20 MACHINE BOLT 5t=
.+ Cl CONNECTION TYPE 4
REFERENCE ANCHOR 1/2" W/NUT.@ 12"O.G.OR =
' \ SCHEDULE FOR MAX. #14 SMS(nl 6"O.C.
SPACING ij2" (TYP.TOP&BOTTOM) �• TA {YY{11�� -a
t4 49
° M
2 FM ANGLES 6063SEE -TB ALLOY
LL FOR SIZE. r• w Q 5 OR 660 Z 3 ` 1� 8
1"x 2"x i78•• ( ,� ! ALTERNATE THRU BOLT -a Z w
QR 2"x 2"x 1/8" I/it Cl CONNECTION TYPE MN GLASS a a w nr >U
o ' _ REFERENCE ANCHOR w z u 4 M on'
ALUM.ANGLE SCHEDULE FOR MAX. SEPARATION 13 y- y Z -�m w IS
13 SPACING PER TABLE2 FQ w N6 t
Tf•REE 3/13"0 ALUM. ° ' r. �� 2 d m w w �'
POP RIVETS OR ° 17 11� ! c
OR DOOR— N0-
q �Ii y�,3
THREE 1#12 SMS,TYP. ,� a=a o w
3/16"0 ALUM.POP I �..\ L
OR
12
TABLE A(c:3)' n @ 18T O.C.#ITYP.MS _ �1 AL RNgIF� - (]DQ aR
$ PRE5`VAE VS ALl.GwABLE LENGi7i \ i w H
A� Yx2°xUe" 3'x3 xk/8' MAY USE MALE OR o N'O
m
PSF Nu f;O t!°8j6. FEMALE LOCK-SLAT w m
#3 ALTERNATE THRU BOLT t/4"MAX.FROM PIN
G5 CONNECTION TYPE Cl CONNECTION TYPE GUIDE TO BUSHING
g2 130" IBB"
72 124" 177 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR -�-� \ WASHER(TYP.)
OC3 SCHEDULE FOR MAX, SCHEDULE FOR MAX. 11 I `-14 -Nd
82 114' 172' MTS rt-$ o
J
SPACING it I I 14x3/4"SMS 9"O,C. a
F-a a -
¢. 91 ;119" 165" L=== ANGLE TO TUBEaCONNECTION `n rnY q m
102 110" Iso" / �.£a O. i
120 . ,.104" 14T 2"x 2"x.125" 0; $K�
158 TABLE B(co) EXISTING HOST EMBED. 6063-T6 ALUM.TUBE zs
47" 131' STRUCTURE
200 8B' .114" PRESSURE VS ALLOWABLE LENGTH 5 CONNECTION TYPE �o
' 2's2"xi�8• 3'z3`sk 8' EDGE DISTANCE REFERENCE ANCHOR
t SCHEDULE FOR MAX. ,, E: w
PSF WITH V18 WITH r(j0 SPACING �--4'" S u1 m _
' 62 113" 16T FASTENER(nl 18"Q.C. ALTERNATE BUILD OUT MOUNT SECTION 0 5
72 LOT 157 {USE ANY ANCHOR SHOWN Cb `r !
82 IDI" 147" SCALE 3"c 1'-0"
IN ANCHOR SCHEDULEI.
92 95" 139" w
102 90" 13T
R 120 g;• 122' a
F 150
74' 109' a F w
200
2"x2"x
RIVET OR 412 SMS .090"6063-T6 « MR GLASS
','.O.t: ALUM.TUBE TYP. y2 EPARA71oN 0
= S c 5 •a53
$d PER TABLE V'
`'AOLT iTYPJ—\ 17 .1 2 O z m a
L
3116"W ALUM.POP q GLASS X a d Q Qe�
RIVET OR#12 SMS OR DOOR d o n.1--
hLTJ,y.
Y+ :-TA•LLQOYE^, B 1B"O.C.(TYP.)
E u
S uv!
7A^•#MIR at:.<.. 2"x 5"x 1/B"
2 FASTENERS x CONTINUOUS n�
xk,�'` • _ EACH ANGLE ALUMINUM ANGLE INSIDE 3 16
OPTIONAL ANGLE g Cg11
11
THREE 3/16"0 ALUM. 17 ORIENTATION TYP. 17 ci 6 §LS Esty
'.L.':-:.'l")•ef:,c:,TYP '° POP RIVETS DR E
E
THREE 4412 SMS.TYP. a
6 0 --1"x 2"x 1/8" 4 CONNECTION TYPE
OR'2"x 2"x 1/8" REFERENCE ANCo
` HOR R3$
!f:t;• LSI. ALUM.ANGLE I SCHEDULE FOR MAX. a«II 88
U$E MALE,Dk FEMALE SPACING atmwHTFRwLBOtV=PE
LKN-SLAT` EXISTING CONCRETE, 15-2339
BLOCK OR WOOD FRAMING -
'•.. .;, SCALES
D (OUTSIDE) EE INSIDE SILL MOUNT SECTION PneeoEscR2rr1oH1
•
012 x 1/2"GALVANIZED SCALE,3 V-0"
OR S.S.SMS,3/16',0 ALUM. ee
''ICAL CORNER.CLOSURE DETAILS _ SIDE CLOSURE OPTIONS
MACHINE BOT&NUT ��
18"O.C. SCALE:3"=t'-O"
17F9j1 P.E.
C5 CONNECTION TYPE 6 46hIN fro
Z J REFERENCE ANCHOR EXISTING ,�C/••• '99rrriir
SCHEDULE FOR MAX. STSUMAX,E
00 SPACING
OR DOORGLASS w O w., GLASS w Ci CONNECTION TYPE 1/4-20 MACHINE BOLT
F u u} OR DOOR w w w REFERENCE ANCHOR W/NUT(ol 12"O.C.OR
j Q z F~- _ SCHEDULE FOR MAX. 19 014 SMS Lal 6"O.C. 70•
SPACING
13 =w Q' MN 13 1_ _ 7/2" (TYP.TOP&BOTTOM)
.�. QFm /
MN h a w CLASS z z u
1/4"-20 THRU BOLT_W/ GLASS X M w m EPARATION f u 2 N'<'
/2 o
LOCK NUT P 12"O.C.OR EPARATI Q=w Q #14 x 1/2"SMS Lal 12"O.C. PER X z 2 F- w 'moo
12 x 1/2"SMS @ 12"O.C.E.S. PER E L~7 F F- OR 3/16"0 ALUM.POP TABLE 2 Q rj Q l7 Ln 5 OR �j
OR 3/.16"0 ALUM.POP TABLE 2 z j RIVETS Lal 6"O.C. OR 1/4"0 E N w o 80Rg•--r // •LL'r �'o U
RIVETS Ca 6"O.M E.S. �= ALUM.POP RIVETS Lal 12"OX. Q
R 1/4"0 ALUM:POP RIVETS / O O w IIuT 'X
11 AND 3
(alH2"O.C.E.S. MN.GLASS ¢ rn
ASSEMBLY 1/4"MAX.FROM PIN w F~-� U4 Q<.(w9 '
1/4"MAX.FROM PIN GUIDE TO BUSHING SEPARATION 13 F- >> LJiWX� y m z o d
Q
AND 10 1/2"TYP.
GUIDE TO BUSHING W WASHER(TYP.) PERTABLE2 j w N w w Z N Q Q w
ASSEMBLY WASHER(TYP.) W 14 0
/ 1/2" 1/2"TYP. EXISTING CONCRETE, W GLASS =F z u m w =
W BLOCK OR W000 FRAMING 3 CONNECTION TYPE OR DOOR
6 / EDGE REFERENCE ANCHOR Q Z Q t- 'A K 3 y
4 CONNECTION TYPE DIST. SCHEDULE FOR MAX. E o a o w
REFERENCE ANCHOR SPACING M ti 0
EOG DST. SCHEDULE FOR MAX.
Q a
�J SPACING AS SHOWN F
IYIrQ 3 CONNECTION TYPE IN DIAGRAM ON PG.9 o v1 5 OR 6 OR y
q - REFERENCE ANCHOR EXISTING CONCRETE, w O �p 6 m
SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING
SPACING.ALT,FASTENER 1/4"MAX.FROM PIN
/ ® LOCATION.FRONT AND Cl CONNECTION TYPE / GUIDE TO BUSHING
1/4"MAX.FROM BACK ANCHORS NOT REWD O INSIDE MOUNT SECTION REFERENCE ANCHOR 1/ �O WASHER ITYP.I rn�
WITH THIS LOCATION B SCHEDULE FOR MAX. w=Y
PIN GUIDE TO SCALE:3"=1'-0" SPACING 19 _ ,� m
BUSHING WASHER INSIDE MOUNT SECTION 5 CONNECTION TYPE
ttttJJJJ���� (TYP.) O REFERENCE ANCHOR IYr a
SCALE.3"-1'-0" SCHEDULE FOR MAX. a m
C b
EXISTING CONCRETE, SPACING O a!s / BLOCK OR WOOD FRAMI EMBED. O Z�6 m
Cp BUILD OUT MOUNT SECTION
•Q TYP. BOTTOM EXISTING CONCRETE, SCALE+3 1'-0" <zr
166 BLOCK OR WOOD FRAMING
m EDGE IST EXISTING
NOTE:FOR DETAILS A,B.D.AND E ON THIS SHEET. 4 CONNECTION TYPE STRUCTURE
• THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR EMB D.
WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS d 5 CONNECTION TYPE )R
v A MINIMUM1 SCHEDULE FOR MAX. REFERENCE ANCHOR TWO SETS OF ANCHORS AND IS O d
MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK W SPACING SCHEDULE FOR MAX. r s
L USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING IL�r�J S
f
OVER THE GAPS BETWEEN SECTIONS. 3 16
to w 1/2
W L7o
N
n GLASS wh F~-Ld w o
ORDOOR _
8 ¢ CLASS 13 F- =w'
w #12 x 1/2"SMS Lal 12" EPARATI m w
ww1~-••w-+ O.C.OR 3/16"O ALUM. PER N 0Nm
POP RIVETS(al 6"O.C. TABLE2 Q 13 ~ In
F- _❑ X O z f GLASS OR MN GLA Z)2 2 w 8
In OR 1/4"0 ALUM.POP Q �Q DOOA- =1. z u m u 7
i; MN GLASS
73 2z z=-' RIVETS Lal 12"D.C. F �a U'L7°NQ £ �
F- wm of PERTABLE2 $ r da
SEPARATION fA m o w Q w x w¢Z~ v SL i3 5�
PER TABLE2 XZ❑ZF- Qwpa
1/4-20 S.S.MACHINE Q�o Q Q AND OB 1/4"MAX.FROM PIN f e�gpyyyg
SCREW&NUT(d S u� ASSEMBLY 1/2„ 1/2" GUIDE TO BUSHING w H Q o ;
12"O.C. GLASS W P. WASHER(TYP,) C7 g a
OR DOOR 1/4"MAX.FROM PIN m w Ln
1/4"MAX.FROM PIN 8
- G GUIDE TO BUSHING 4 CONNECTION TYPE 1/2" GUIDE TO BUSHING 9c x
X S 6 Y WASHER(TYP.I EDGE REFERENCE ANCHOR ER(TYP.) g- je
a m EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. C�YNdifFNMfL BE70LNDDpE.
N BLOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN 2 CONNECTION TYPE 15-2339
FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR
OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. WALE,
S "x 3'x 1/» CONT. 3 CONNECTION TYPE 012 x 1/2"SMS 12" SCHEDULE FOR MAX. SPACING
063-T6 ALUM.ArlGLE REFERENCE ANCHOR @ SPACING.ALT.FASTENER PAGE BESCRSPTfONI
O.C.OR RIVETS
@ ALUM. LOCATION.FRONT AND
.AY BE REVERSED SCHEDULE FOR MAX, POP RIVETS(al 6"O.C. BACK ANCHORS NOT REQ'D WOOD FRAMING
S SHOWN DISHED) SPACING OR 1/4"13 ALUM.POP WITH THIS LOCATION
WALL MOUNT SECTION RIVETS(al 12"O.C. O WALL/BUILD OUT
�� OD O CEILING / INSIDE MOUNT SECTION
c
SCALE,3"=1'-0" SCALE:3"=1'-0" SECTION
L^ SCALE:3"=1'-0" Q
MPIW 11 MPEtl IYI f)�Roo,
�1.PE.
GLASS ;.EPARATAFATION Z--I
OR 0208—'!n;I PER TABLE21380 W13
AF
_J W L, GLASS OR I. IIi7
_ V U1
I F DOOR a
w aZ GLASS OR D.
DOOR MN.GLASS
X w SEPARATION * i
1 =w MN.CLASS W w PER TABLE 2 MY
ON
Z D PEPA
ER TABSEPARALIE 2 I w D Q a ~m�,%9O•••
J� - � Fow ? =Ino a3
m, LL
x z _ axx
w8N 13 to bD1 QUILL M d
1/4"MAX.FROM PIN GUIDE E J u a Cl CONNECTION TYPE Q t m w
TO BUSHING WASHER(TYP.) 29 Q 0. REFERENCE ANCHOR wa W`•+ w 3 m
SCHEDULE FOR MAX, w
w TWO 1/4"0 WOOD .250" SPACING Qin 3 r„ J
LAG SCREWS H 24" —C4 CONNECTION TYPE 7 j .250" o w a J.
O.C.MAX.WITH T REFERENCE ANCHOR
THREADED PENETRATION H p
g / "T"INTO CENTER OF 2X STUDS SPACINGS FOR MAX.
SPACING w F I B a
EMB."T' .14 SMS @ MIDSPAN BETWEEN /E E - /O to
STUDS FOR TRACK TO 1"x 4" / IST.
•PLYWOOD& TUBE CONNECTION / EXISTING HOST STRUCTURE
STUICD-FINISH 1"x 4"x.125"
6063-T6 ALUM.TUBE
O DECORATIVE FLOOR TRACK DETAIL O WALL MOUNT SILL DETAILw Y
THIS DETAIL TO BE USED WHEN STUD SPACING N O
d EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. SCALE,3"-1'-0" SCALE:3 1'-0" ��S
OWALL MOUNT SECTION THIS DETAIL MAY ^o ¢gym^
SCALE t 3"=1'-0" ALSO BE USED p"�
AT TOP 01 m
a ACCORDION SHUTTER !E 3
8 PER PRODUCT APPROVAL Iw- o —GLASS ix v�
HIM GLASS OR DOOR F �I w
x SEPARATION
In PER TABLE 2 13 S a
n APPLICABLE ATTOP Z 01 �� EXISTING W000(G=0.42) j' t
AND/OR BOTTOM X Q Z TRUSS OR RAFTER
.F Q CL X Q (m 24"MAX.D.C.
2"OR 3" E to E N
EXISTING FINISH
d MATERIAL
8 1/2„MW. .I
3 6 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/B"6063-T6
' TO BUSHING WASHER(TYP.) ALUM.ANGLE W/THREE I I I m o a YJ
`y 2"X 3"X 2' x,"x C N+INN OR 2.175" 1/4"TILE(TYP.) 1/4"�WOOD LAG I i I e SS l gS6
6 x 2°(,A x CONTINUOUS _ 1" FINISH MATERIAL SCREWS WITH 2-3/4' ff w B
L+ GCfl-TG ALUMiNh1.ANGLE MINIMUM THREADED u YS T�b
3/4"PLYWOOD PENETR."T"IN WOOD x
g 0.9"MIN.THICK 6061-T6 ALUM TRACK X �° 5 6 x
p —1/4"0 A325 GRADE THRU BOLT @ 7"D.C. EACH RAFTER OF TRUSS,
ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 1
a� MACHINE SCREWS AT 3"FROM ENDS OR 5/16"0 A325 GRADE THRU BOLT(al 12"O.C. 24"O.C.MAX.WHERE
F.Xi3-i Cv'3 KSI CONCRETE GALV.OR S.S. e I
STWcr:JkE WITH AND 9"O.C.FOR THE BALANCE ANGLE EXTENDS BEYOND g�F
r'� +0 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THAN
;�" TACO L"_TR,>CG�J£AT EXISTING CONCRETE HOST k 6", EXTEND ANGLE 70
4 3°FitCF1 ENDS AND 4'0.C. ti, ?+ 5"O.C.W/1-1/4"MIN.EMB. NEXT TRUSS.'' o w
2'1/2",I.fl• STRUCTURE 3000 PSI MINI
L� � ) OR 1/4"0 LAG SCREW 9"O.C.W/1-7/6"
F/ri�f�L'"f.C'c rfl?N 1?y° MIN.EMB. IN WOOD SG 0.42.TO 0.55. ~In x 0
weI�
MIN E14BEG'+ENT'ANC+2+'Y" MAY.DESIGN LOAD AT 5'-0"MAX SPAN: EXISTING CONCRETE, *S 13 m r Z m S N I e
II
MINfSCa=C6TANCE, -E 62 P.S.F. HOLLDW BLOCK OR •t;
;Tr.G:3ERF0 Cittr 3',kw,I IDJC.DESIGN LOAD AT 6'-0'MAX SPAN: a R ut Q WPYPIGMPI4NKLBEItUADO PF.
WOOD FRAMING.SEE
SPA.CI(:G•Tw. t 52 P.S.F. II 2"x 5"x 1/B"CONT. X w ¢~ 15-2339
ANCHOR SCHEO,
[ - BASED ON TYPE OF ALUM.ANGLE(6063-T61 E p O.
t•i HO BUILDOUT MOUNT STRUCTURE
4N paeE PescluynON:
r SCALE NTS (MAX.DESIGN LOAD t 72 P.S,F.)
r' Hb PASS THRU DETAIL O TRUSS MOUNT SECTION 99
-
[f. SCALE:3"-1'-0"
numrwp aa,P.F.
- EXISTINGSTRUCTURE ALT.LEG DIRECTION
1/4"ALL POINTS SOLID SET ANCHORS WITH 718'MIN �77f7ii
EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUMAxv
�Q y iii
12"MIN FROM EpGE OF ACCORDION ROUND WINDOW I/2" SPACING,AND 3"MINIMUM EDGE DISTANCE ASSEMBLYEDGE OF
BOTTOM+ SHUTTER BLADES AX (7,)6063-T6 ALUM[NUtdANGLES PER BEAM ED SIZE �
PER SPAN TUBE SCHEDULE
EMBED. I SPAN TUBE PER *= 1
ACCESS HOLE DESIGN SCHEDULE ry,"C3 .• A �� ,o114-20 MACHINE BOLT W/NUT QEDGE OF ACCORDION z P, � {101SHUTTER BLADES X a1O.0 OR#14 x 3/4"SMS 6"O.C. � �C ?s;m •K3.5"MINIn
Y
.. .TYPICAL - 1/2"MAX. 7 I (811y11 w
5 6 >
3"MIN Qy rn o
EDGE 316 z=a U 4�"l7 ci
2.875.0 HOLE TO RECEIVE. - DISTANCE Z t m$ Y
( E IN.GLASS 13 p
ROUND WINDOW ASSEMBLY It z W N J 3 W
EXISTING A SEPARATION u7 O .�
MAXIMUM OF 3 WINDOWS GLASS OR ER 7Al_ 2 . o p W u
PER EVERY OTHER BLADE DOOR x o In 3 y
LIGHT-N-VIEW WINDOW yUy ~
rGf
3'MIN ?S¢ HOS
"ALL f EDGE 1/2"MAX s w� a
N.T-S. EXTERIOR ELEV ''" DISTANC y'n
.zo 5 6
€0 o z Z 3 ib 1/0••MAX.FROM PIN GUIDE h
TO BUSHING WASHER(TYP.) Pi
~Q o a ACCESS 1/4-20 MACHINE BOLT W/NUT @
W c•1 y 112" HOLE 12"O.0 OR#14 x 3/4"SMS 6"O.C. Olt
8
2.875.0 HOLE TO SPAN TUBE PER
RECEIVE ROUND EMBED. DESIGN SCHEDULE a'
d WINDOW ASSEMBLYxi 112" (2)6063-T6 ALUMINUM CBL2
}�I"2 a
T{AX, ANGLES PER BEAM END,SIZE y ,'<rn
�,E i
O
EXISTING PER SPAN TUBE SCHEDULE 'N
HOST 1/4" THRU BOLTS SEE BEAM z m m
STRUCTURE STb CHEDULE FOR REQUIRED NUMBERS �O'v
kJ4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN
EMBED IN CONCRETE OR HOLLOW BLOCK 3"FIINIMUM
y SPACING,AND 3"MINIMUM EDGE DISTAkE C�4/•1j p
0.125" 0.125" \ 3
m 0.032" 0.032" MAX.DESIGN LOAD:-1:72 PSF a o g
g ---�\ 3 SPAN TUBE SECTION
0.196" VERT SECTION ►rILLQ- o
S
S 45o f � SPAN TUBE SCHEDULE
NUMBER OF
! ALLOWABLE TUBE NUMBER OF MINIMUM ANGLE
ANCHORS PER
3 I TUBE SHUTTER SPAN_� THRU•BOLTS LENGTH
ROUND ANGLE
SIZE SPAN u
' �" { £ WINDOW TOP BOTTOM TOP OOTTOM TO_ P IOOTTOM TOP BOTTOM
Ttt" ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE o@
LLy I !t m 6D" 123.8' 135.2" 2 2 2 3 dT 7_ C
•.101.7• 100.9' 2 2 3 ... 3 7" �71. Xs cq gq�
E I l j 123' 04.9' 84.4" 2 2 3 3 7' 7"
/r \ 60" 120.1' 157.0^ 2 2 2. 3 4" 7•• �p
0.12s' 06" ti4.8' 124.1" 2 2 3_.._ 3 T 7"
123" 102 B' 109.6" 2 2 4 4 10" 10"
1 60' 138.0' F�40.0"
2 2 3 3 __7' _ 7'
N 0.188" tl 126' 06" 122.7" 2 2 3 4 �7" 10" Y,
02.875" `(x23,250" 123" N6.4' 2 3 4 S 50"
• r 6D" 158.1" 2 2 3 4 7"•• •._10" 1-
27
"o"' 90" 140.8' _j0.1875 123" 132 2' 3 4 ._�6.-.._--7 13' 1 D"
GHT-N-VIEW WINDOW WPWGHEENIO(LBEWkRDOPE
2094S. SABIC PLASTifS SLXI431T-UL-94H8 \ SPAN TUBE SCHEDULE NOTES:
I USE 2"X3"4/4"OR x'x/4"ANGLES FOR Z"x5"&2"x6"BEAMS. 15-2339
2, USE 2"xS"xl/4"ANGLES FOR 2"xB"S.2"x10"BEAMS. SCALFt -
3. USE BEAM SCHEDULE FOR DETAIL 318• PAGE DFSCRIPTION:
a 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER
CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAD{SPANS.
2 BLADE ROUND WINDOW S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND
BELOW THE BEAM,MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, 0°
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.'
( 8 7. ALL BEAMS AND ANGLES O BE 6063-T6 ALUMINUM. Q
k
ANCHOR,SCHEDULE: CONCRETE ��```�
2.5"MIN EDGE DISTANCE
spans Up To 6'-0" Spans UD TO 8'-3" Saans UP To 12•-0"� ••V`t,� /?
p LOAD /��/.F'�OHN TYPE �y/ /y�./.�'ONN TYPE CONN TYPE • '
CHOk Cl X. C3 I.C4 SCS Cl CZ C3 C4 "K Cl C2 C3 C4 CS -
1j4"ITW TAPCON OR ELCO 43 I6.6"16.0"25.0"16.0"16.0"16.0"16.8" 9.0" 13.0"16.0"16.0". 9.5' S.5" 8.5" 14.5"
ULTRACON WITH 1-3/4' _53 16.0"15.0"LO.S'14,5"I6.U_'36.0"12A" 7.0" 10.5•'16.0'•15.0" 7_5" 4.5" 7.5" 10.5"
EMBED{3192psI MI 62 16.0'"16.0" 8.5'• 325"16.01 16.0" 5S" 8.5" 55.0"15.0" 7.5" 4.5" 7.5" 50.5" S •(�' 14
-76'*I6u0"13A" 7A" I1.0 16.0"15.5" 8A°'' 5,0.' 7.5" 11.5"15.0" 7.5" 4.5" 7.5" 10.5" ? / B COMBINATION •' � � s
- 2 x S(TYP.)
600 15.0" 7.5' 4.5" 7.5" L0.5"15.0" 7.5" 4.5" T.5" 50.5"15.81 7S" 4.5" 7.5" 10.5" 9 / 10 COMBINATION
310 MILLENRIA MILLFAST 43 16.0"16.0'•15.0"16.0"16.0"16.0"16.0"19.0" 13.5"15.0"16.0" 8.5" 5.5" 9.0" 13.5"
WITH 1-3/4"EMBED(3275pst 53 16.0"16.0"11.0"[7.5-
16.0"15.0"IIA" 7.0" 10.5"116.0"I3.5" 7.0" 4.5" 7:5' 9iS"
MA CONCRETE)' 62 36.0"15.0" B.5" 16.0"16.0" 8.5" 5.5• 9.0" 13.5"13.5'• 7.0•' 4.5" 7.5" 9.5" O
70 56.0"12.0" 7.0" 16.0"14.0" T.0" 4.5" 8A" 10.5"13.5" 7.0" 4.5" 7.5" 9.5" U3 Q W
100 13.5rF- " 7.d" 4.5" 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" 13u5" 70" 4.5" 7.5" 9.5'• t m$Z.114'ELCO CRETEFLEX SS4 43 16.0"16.0"16.0" 16.0'•ISM-16A 13.5"16.0"16.0"16.0"12.5' 6.0" 13.0"16.0" . �Sx5 TYP. 2xSITYP lV/2"Ek9ED{3350ps1 MIN S3 36.0"16.0"16.0" 16.0"16.0"15.0"10.0"15.5"16.0"16.0"10.0" 6.5" 11.0"14.0" mCONC) - 52 16.0"16.0"12`5" 16.0"16.0"12.5" 8.0" 13.0"16.0"S6i0"10.0" 6Z" 23.0"14.0•70 I6.0'16.0'10.5" 16.0"i6A"10.5" 7.0" 11.5"Y5.0"16.0"10.0" 6.5" Il.tl"14.0.' - o W100 16.0"10.0" 6.5"�11.0 14;0'•16.0•'10.0' 6.5•' 11.0"14.0"16.0"10.0" 6.5" 11.0"14.0" `0
5•MIN EDGE DISTANCE NOTE- •'S"INDICATES ANCHOR SCHEDULE SPACING. Q ¢
s Cl Cz C3 C4P�6
Cl, C2 C3 C4 C5 Cl C2 c3 c4 CS SPACING DIAGRAM FOR C2 & CF4 CONNECTION TYPE:
L+ L/4"ITW TAPCON OR ELCO 43 16.0"ib.0" 7.5' 8.0" I6.0"16.0' S.0' 5.5" 16.0"16.0" 9.0" 3.0" 4.0" 340" - C2 CONNECTION TYPE USING PIECE IJO WITH OUTSIDE h
•P+ ULT.4ACON"
WITH 13/4" 53 16.0"16.d" S.S" 6.5" 16.0"12.0'• 4.5" 16.0"14.5" 7.5" 10.0" ANCHORS ONLY n
m EK6ED(3192psI MIN CONC) 62 S6�G"iS.S" 4.5" 5.5" i6A" 9.0" 4.0" 14.5.14.5" 7.5" 50.0" -Ck CONNECTION TYPE USING PIECE((I}WITH
70 16.0"t2S" 4.0"-5.0" 15.0" 77,5" 11.0^14.5'• 7.5• OUTSIDE ANCHORS ONLY �+
_ ,500 I4.S" 7.5" f�l��fII0.0"14.5" 7.S" 10.0'14.5" 7.5" 10.0" ? N L
1/4"FIILLENIUM MILLFAST -43,y 16.0"16:0 11.0"13.5"16:0"16.0"13.0" 6.5" 9.5" 16.0"13.0'• 7.0"
.WIT}t 1-3j4"EMBED(3275pst 53 Sb.O"'16.01 8.4" 31.0"Ib.O"16`2" 9.0" 5.0" 7.5" 15;0"10.5" 5.5" 5.5" 7.5" ANCHOR NOTES: cc § o+
d MIN CONCRETE) 62 16.0'•11.5'• 6.0" 9.0" 16.0"13.5" 7.d" 4.0" 6.5" 11.0"10.5" ST. 5.5" 7.5"
70 16.0" 95" 5.5" 5.0" 16.0".11.5" 5.5" ss" es" 10.5" 5.5" ss• 7.5" 1. SPANS AND.LOADS SHOWN HERE ARE FORD OR SPECIFIC
ANCHOR SPACING
f ONLY.ALLOWABLE STORM IN SHUTTER SPANS FOR SPEClFtC LOADS MUST 8E
100 30.5' S.5" 5.5" 7.5' 10.5•' S.5" 5,5" 7.5" 10.5 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(P9 1).
ul 1.1/4"MIN EDGE DISTANCE -
z t/4"ALL-POINTS SOLIO-SET 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, m a z
E ANCHOR W/'7/8"EMBED& Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS ANCHOR TYPE AND EDGE DISTANCE,SELECT DESIGN LOAD GREATER THAN OR £
1/4'-20 SS MACHINE SCREW 43 16.0"16.0" B.S" 10.5"16,0"16.0"12.0" S.S' 7.5" 16.0" 32.5" 6.5" 3.0" 5.0" 100" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER m t)
L= {300opsi MEN CONC) 53 16.0"I5.9" 6.5" 8.0" 16.0"36.0" 8.5" 4;0" 6.0" 55.5"10.0" 5.0" 4.0" 7.0" THAN OR EQUAL TO SHUTTER SPAN.
go 62 16.0"11.0" 5.0" 7 0" 15.0"12.5" 6.5" 5.5" -5.0" 10.0"10.0" 5.0" 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE.
c3 +� 70 I6.G" 9.0" 4.S" 6:0" 16.0"30.5" S.5" 3.9" 4.0" 8.0" 10.8" 5.0" 4.0" 7.0" T('7++1T a gl
4. EXISTING STRUCTURE MAY 8E CONCRETE,ASTM C-90 HOLLOW CONCRETE o
m l00 10.0" 5.0" 4:0" 7.0" 10.0" 5.0" 4.0" 7.0" 10.0" 5.0" A.0' 7.0" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER v
3"MEN EDGE DISTANCE ANCHOR TYPQQ BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE
ANC114" OR W/7/8NTS SOLID-SET -c2-[-c3
- •-- CONNECTION;II'PC.SEE CONNECTION DETAILS FOR IDENTIFICATION OF �+
ANCHOR W/7/e"EMBED 4 CS Q W A CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS
CONNECTION TYPE. "� o
1(440 SS FiACHiNE SCREW 43 Lb.O"16.0"16,0"Ifi.O"16.0"16.0"16.6"51.5"26.0"16_0"16.0"11.8" 7.6" ii.4' 26.0" � L
g C3000ps1 MIN CONC) 53 16,0"16.0"]3.5"16.0"16.0"16.0"SA.O" 8.5'° 13.5"16.0"16.0" B.5" 5.5" 9.5"' 12:0" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED.TO NON-CRACKED CONCRETE 'S
` 62 16.0"56.0"I0.5"16.0"16.0"SbA"11.0" 7.0" I1.0"16.0'16.0` 83" 5.5" 9.5" 12.01• ONLY. "
+� 70 16.0:'15A" 9.d" 14.0"16A 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
500 16.0" SS" 5.5" s.5" 12.0^16.a^ Bs" Ss" 4.5" 12.0"ib.a'• 8.5" 5.5" 9.5" 12.0" IN ACCORDANCE
BE NOTED A T DO NOT COMMS SACC S.EMBEDMENT
r` 1/4"PJWrRS SS DROP-IN 2.5/8'MIN EDGE DISTANCE! FILENGTHS
V 1/4-205$80LTANO Cl -C2 C3 C4 CS Cl C2 C3 C4 CS CI C2 C3 Cd CS FINISHES.
1"'EMBED 3C00^i MIN A3_16.0"16.9"1!, 16A"16.0"16.0"14.0" 8.0" 12.5"16.0"14.0" 7.5" 5.0" 8.0 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS <
I_CONr 'C' ' F� ' ' VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOU FRAMING
u ) 53 16J0"16.0" 9s`' 14.0"_16.0"26.0" 9.S': 6.0" 14.0"15.0"SIS" 6.0" 4A" 7.0" S.G" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR.
12.5" 7.5" 12.0"16.0"14.5' 7.5" 5.0" 8.5" 11.5"11.5" 6.0" 4.0" 7.0" 8.0" SIDE CLOSURE PIECES. x%�-9
a
16.0"10.0" b.S" 10.5"15.1"12.0' 6A" 4.0" 7.5" 9.0" 11.5" 6.0"
' 100 11.5' 6.0" 4.d" AO" 8.0" 11.5' 6.0' 4.0" 7.0'• e.G" 115" 6.0" 4.0" 7.0" 8.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER
"x 4" MIN.)WOOD STUD.3/4"
3.1(2"MEN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2 EA
(( o
G. G SCREWS SHALL
' m i/•€"POWERS SS DROP-IN -__ .. _ EDGE DISTANCE IS HEAD OR
FOR WOOD FRAMIN C SS€
�{ W,.1/4.20 SS BOLT AND C5 C2 6 C4 CS Ci C2 C3 C4 CS Cl C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD, @@@e4
11 + 1'EMBEtl(]d:9psl MIN, 43 16.0"16.0"15.0"16.0"Sb.O"16,0"114.5" 9.0" 13.5"16.0"15.0" 7.5" 5.0" 9.0" 12.0" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 12"ENGAGEMENT GF THREADS IN
rcvp 53 16.0 16 0"10.5'25.0"16.0"i6A"10.0"' S.5" 19.5"16.0'I2.o" 6.0" 4v0" Z5" 8_S' BASE ANCHOR AND MAY HAVE EITHER A PAN MAD,TRUSS HEAP,OR WAFER
1 62 1&0.13.0'" 8.0" 12.5•i6A"1S.0" 8.0' 5.0" 9.0' 12.0"12,0 6.0" 4.0" 7.5'• 8.5" HEAD(SIDEWALK BOLT),U.O.N. W a 4
•' I �: '` 70 16.0"10.5" 7.0" 11.0"16.0"12.5" 6.5" 4.5" 8.0" 9S' 12.0" 6.0" 4.0" -7.5" 8.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. t '$
:-•,•,,,�,____- !00 12.4" 6.D" 4.0" 7.5" 8.5"' 12.0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5' r B
r MIN EDGE DISTANCE * DESIGNATES ANCHORER N WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, a a 0
NUT OR#12 SMS•W/2'EVFWALL Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS [OPYP108fiPAKKLBFI7UMOP.E
A"7+.00 INSE;J 19/2"EMBED[ 43 16.0"56.0'jS i.S'14.0"16.0"16.0"16:0" 7.5" TOA"16.0"16.0" 9.0" 4.5" 6,5" 13.5" ii, MINtMUM CONCRETE STRENGTHS ARE AS INDICATED tN ANCHOR SCHEDULE. 15"2339
(4',fOpti t4M COEaC) S3 16.0"16.0" 8.5" 12.0'•16.0"16.0'111.5" 5.5" 8A" 16.0"19.0" 7.0" 3.5" 5.5" 10,0'
ki 62 L6.0"•15.0" 7A" 9.5" 16.tl"56.0" 9A•• 4.5" 6.5" 14.0'•14.0" 7.9'• 3.5'• 5.5" IDZ' 12. WHEN ANCHORING TO HOLLOW BLOCK:SDS DRILLS SHOULD NOT BE O INS TO PAGER: -
_ DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL pgce oescR3vrlon:
s 70 16.0"12.0" 6.0" B.0•' 16,0" 145" 7,5" 4.0" 6.0" 10.5"14.0" 7.0" 3.5" S.r 10,0" CONCRETE SCREWS TO HOLLOW BLOCK
100 54.0:' 7.0" 3.5" 5.5" 10,0"14.0"1 7.0" 3.5' S.5" SOA"14.0" 7.0" 3.5' 5.5• 10.0"
„ I�I:}32 Si1S 011 2.7w`EYE VALL 43 16.0"16.0":16.0 16.0"16.0"16.0'S6A"10.0"14.0"16.0"16.0"115" 6.0" 9.51' 16.011,
"412.51 53 16.0"16.0"12.0"16.0"16.V'15.0"35.0" 7.5" 11.0"16.0'•16.0" 9.0" 5.0" 8.0" 13.0"
3`• EMBED I1'Lpst MIN CON o�
i. {- C' 62 16.01 16.0" S 33.5"Ib.O"16.0"IS.S" 6.5" 9.5" 16.0"16.0" 9.0" 5.0" 8.0" 13.0'
Ty 'j•, ( @:✓� 70 15.0'.'16.0" 8.0" -.116a"16.0•'19.5" 55" $.5" SA.O"16.01 90" 5.0" 8.0" 13:4"
100 15.0" 9.0" 5.0" 8.0" 13.0"16.0"I"9.0" 5.0" 8.0" 23.0"16.0" 9.0" 5.0" 8.0" 13.0"
04
ANCHOR SCHEDULE: CONCRETE (CONT.) ���rNq'�p'°•
2-311V MIN EDGE DISTANCE 3-1j8 MIN EDGE DISTANCE y
!7`
Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" Spans Up To 6'•0" Spans Up 70 8'•3" Spans Up To 12'-0"
LOAD " CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE
O I ANCHOR (psfj '
x G C1 C2 C3 C4 CS CI C2 I C3 C4 CS CI C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS '
511W TTW TAPCO14 XL WITH 43 16.11-116.0"116.0-ifi3O"16.0"16.0•'18.0'"I20"16.0"16A"16.0"11.0"17.0" 12,0•'15.8"35.0"i6.0"i6.6'16.0"16.0"16.0 16.0 12.5_16A"16.0"16.0"11.5" 7.5" }2.0•'16.0" Tir
II-3/4"EMBED(2699ps1 MIN 53 16.0 16.0"14.tl"16.p"16.0"16.0 34.5 9.0•' 14.0"16.0"16.0" 9.0" 6.0" 10.0"12.5"16.0"116.0"114.5"16.0"16.0"16.0 15.0 9.0 14.5 16.0"16.0" 9.5" 6.0" 10.5"13.0" kl•' M(�'�.�(V
10.0
CDNC). 70 16.0"15,5" 9.5" 15.D 36.0"16.0" 95"16.0" 10.5"13.5"i6 0" 9.0 6.0 10.0"125 IG.O"16.0"10,p"15.0" I6 10.0" 6.5 105"14.0"16.0" 9.5" G.0" 10.5"13.D" 'r''��/� •• `^'�.`�
•� 100• }6.0" 9.0" 6.0" 10.0 12.5 16,0 4.0 6A" 10.0"12.5 16.0" 9.0 6.0 10.0 f2.5 l6.9 9.5" 6,0" 10.5"13.0"16.0 9.5" 6.0 IO0^5"13.0"16.0" 9.5" 6.0" 10.5"33.0" !fLit
u. ji1? d
S!16-ELCO ULTRACON WITH ,43 16.0"16,0"16.0"16.0"16.0"16.0 16.0"113,5"16,0"16.0•'16.0"12.0" 8.0" 13.5-'116.0"16.0"16.0"16.0"16.0 16.0 16.D 16.0 15,0"16.0"16.0"16.D"13.0" 9.0" 15:0"16.0" �j'V,I Wl t }}0CC.E'
1-3(A"EMBED{3500pS1 MIN 53 16.0"16 0"16.0"16.p"16.0 16.0" IS.S"10.0"16.0"16.0 16.0" 9.5" 6.5" 11.5"13,5"16.0"16.0"160"16,0 16.0"16.0"16.0"11.0 16.0"16,0"1&0"30.5" 7.5" 12.5"15.0" j U IU a
CONC) 62 16.0"16.0"12.5"36.6"16,0 I6.0 12.0" 8.0" 14.0"16.0"16.0 4;5" 6.5" 11.5 13.5"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" U1 rr((0.r(�Tyyy1,,, Q U' d
z 70 16.0"16.0"10.5"100"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 13.5 16.p 16.0 16.0"1I,0" 7.5 13.0"16.0"16.0"10.5" 7.5" 12.5"15.0" Z L U3 F
L ea
v 1 100 i6.d" 9.5" 6.S'
[11.5-113.5"I6.0" 9.5" 6.5' lt3"13.5.16.0" 9.5" 6.5" f1.5 13.5 16.0 20.5 73" 12.5•'15.0 16.0'110.5"17.5"112.S"115.0-116.0"i0.5" 7.5" 12.5"15.0" W w p
114"304 SS POWEkS TAPPER 1.1/2"MIN EDGE DISTANCE _ 3"MIN EDGE DISTANCE_ _ __ _____ v
tvli-314"EMEED(3000psi Cf C2 C3 C4 C5 CI C2 C3 C4 CS Cf C2 C3 C4 CS rL
Cf C2 C3 CM1 CS CI C2 C3 C4 CS Cf�C2 C3 C9 CS N 'S Y
p 'MIN CONC)
43 16.0"14.5' 6.5" 8.5" 16.0"12.5" 7.0" 4.0" 6.0" 12.5" 7.0'_ 3_S'_ 4.0 5.5 16.0"16.0"13.5 16.0 16.0 16.0 14.0 8.0 12.0"16.0"14,5" 7.5" -0.5" 8.0" 11.5" A
_ ._ ._�._ _ _ ...
53 t14.0.." 8.5 A.5" 5.5 74,0 9.0 4.51113.0" 4.S" 9A" 6.0" 3.0 3A" 4.0 f5.0 16.0 9.S" 13.5"36.0"16.0" 9,5" 6A" 9_5_i6A"12.0" 6.0" 4.0" 6.5" 8.5_
62 6,5" 3.5" 5.5 12.0" 7.0" 3.5" 4.0" 6.0•' 6.0" 3.0" 3.0" 4.0" 16.0"13.0" 7.5" 11.0"16.0 14.5 7.S'_ 5.0" 8.0" 12.0"12.0" 6.0"
3,0" 5.0 10.0 6.0 3.0 3.5" 4.5 6A" 3,0 3,0 q.d" I6,0"1d.5" 6.S" 10.0"16.0"12.5" 6.S" 4.0" 7.0" 9.0" 12A"
_ 100 6.0" 3.0" 3.0" 4,p" 6.D' 3.0" 3.0 4.0 6.0" 3.0" 3.0" 4.0" 12.0" 6.0" 4.0" 6.5" 8.S" 12.0" 6.0" 4.0 6.5" 0.5 12:0 5.0" 4.0" 6.5" 8.5"
14
8
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
1"MIN EDGE DISTANCE 2.1/2"MIN EDGE DISTANCE w•�
-Spans Up To 6'-8" Spans Up To W-3" Spans Up To 12'-0" Spans UO To 6'-0" Spans Up To 8'-3" Spans Up To 22'-0"
v G a LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN IYPE CONN TYPE C"�a pv
d 0 ANCHOR (psf) T'
a
s v� C3 C2 C3 CA CS Ci C2 C3 Cq C5 Ci C2 c3 C4 CS Cf C2 C3 C4 CS C2 C2 C3 C4 CS CS C2 C3 C4 CS
m' 3/"ITW TAPCON WITH 14.7003.0 84_..55""
" 89...50" 4..S' 3A" 4..5" 4.5", 101.3.0" 4.0" Z0:,09o
O
" _ 5 _
53 9_ 3_" .0"
4.0" 4.S" 8.0 5.0_ 3
"3. 6.1 19.�-1(4"EMBED 3.5 0" 4.062 mz
114"ELCO ULTRACON WITH 43 13.0"10.5" 6.5" 13.0" 9.p" 9.0" 13.0 10.5 4.5 6.0 13.0" 9.0" S,0" 3A" 4.0" 9.0" S.0" 4.0" \..-�.• u}p
1-1/4"EMSED 53 10.5 fi.5" 10.5 6.S" 6.5 t0.5_ 6.5" 3.5" S.d" tO.S' 6.5; 3.5 3.5 6S" 4.0 3.0"
v .
b i 8.5 9 34.5" 73..0• : 43..00"
62 "-- 44..00"" 333..000"
770 4.p"i .100
oo`I'
0 1/4"MILLENiUM MILLFAS7 43 12.5"10.5 4,0•' 50" 12,5" 930" 5,0" 9.0" 5.0" 70.0'1 �45n
ANCHOR W 1-1 4"EMBED 7.p/ / 53 10.0" 6.tl4.0" 10.0" 6.56.08.04.5S.S5.04.04.0 . . . . 5,S"70 6.5" 7.0" 9.0"100 4.0" 4.0" 48'• 45" 4.5"
V 1.114"MIN EDGE DISTANCE 2'MIN EDGE DISTANCE
1/4'ALL-POINTS SOLID-SEF C1 C2 C3 C4 CS CS C2 C3 C4 CS C} C2 C3 C4 CS CS C2 C3 C9 C5 CS C2 C3 C4 CS Ci C2 C3 C4 C5IR
s o
ANCHOR W!7t8"EMBED S. o g
a C, 114.20 S5 MACHINE SCREW _43y 35.0"13.0" 5.0" 6.0" 15.0" 31.0 6.0 3.0 4.0 11.6 6.0" 3.0" S.0" IG.O"i6.p" 8.5"
53 12.5" 7.5" 3.5" 4.5'• 12.5" 8.0" 4.0" 3.5" 0.0 5.0 3_5" 16.0 1.S"
u:f 62 IO.tl" 5.5"��/� 4.0" 10.5" 6.S" 3.0" 3.5" 3600 9.S" 5.0 6.S" 16.0"11.00 5.5" 3.0" 4.5"
`{ v� 70 8.5" 4.5"% 3.5" 9.0" S.S" 4.0" S.0" 3.5 14.5 8.0 4.0" 6.0 15.5" ;
v , _ T
•� t' 100 5.0" RS" 5.0 3.S" 5.0" 3.5" 9.0" 4.5" 4.0" 6.5" 9.d" 4.5" 4.0•' 6.5" 9.0" q.5" 4.0" 6.S"
4"MIN_EDGE DISTANCE IS�
k �5/16"ITW TAPCON XLWITH ._._ 3"MIN EDGE DISTANCE
Cl C2 C3 C4 C5 CS C2 C3 C4 CS CL C2 C3 C4 C5 CS C2 C3 C4 CS C1 C2 C3 C4 CS CI C2 C3 CA CS
' S
1-314"E142ED6
+ 93IN
1600 16.01,19.0" 12.0_'16.0"1400 ZS" 5.0 8.5" fA.O" 0.0 4.0 3.0" 5.5" 6.5" 5
10.0"
5 6213.0" 7.0" 4,S" 8.0
70
10.5" 5.5" d.0" 7.0"
' SDO 6.5 3.0" A,S" 4.5" 6.5" 45" A.5" 6.5" 4.5" g
} 1 DI
-� 1-9/16"MIN EDGE DISTANCE 3•iJe"NIN EDGE STANCE n "
1 (Sj16"ELCO ULTRACON WITH Cl C2 C3 C4 CS C1 C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 CI C5 Cl C2 C3 04 C5 CI C2 C3 C4 CS 0JFYP1aHIR+WLEDWk80P.E.
I-1/a'EMBED 43 12.0 10.0 f2.0
53 9.9 6.d" 9.5" 6.0" G.0" 16.0"10.5" 6.0" 8.5" 16.0"1300 6.0•' 10.5" 7.0" 15-2339
62 8.0" 8.U" fA.O" 7.S",//� 7.D" 7.0" SCALE:
7A" PAGE DESCRIPTION;
tt 99
ANCHOR NOTES:SEE SHEET O
[[ 9 FOR ANCHOR NOTES
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ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 1 1 'n'%a,E
2'MIN EDGE DISTANCE
Spans UD To 6'-0"- Soons Up To o 7o 12'-0"
8'-3" Spans U ,Zr tC a
• G LOAD CONN TYPE CONN TYPE CONN TYPE ,1 Cc
s ANCHOR (Pso Cl Cl C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 d,46`J
#12 SMS W7 2"EYEWALL 43 16.0 16.0 7.5 9.0 16.0 15.5 9.5 4.5 6.5 55.5 8.5 A.5" 4.0" 7.0"
3 ARMOR INSERT W/1-114" 53 16.0"110.5" 5.0" 7.0" 15.0"1L.0" 6.0" 3.5" 5.0" 11.0" 7,0" 3.5" 3.5" 5.0" Z '
B g EMBED 62 14.0" 7,5" 4.0" 6.0" 54,5" 4.0" 4.5 4.0" 70" 7.Q" 3.5" 3.5" S.F.
O i$ 70 11.5" 6,4" 3.S" S.S" 12.5" 7.5" 3.5" 3.5" 5.5" 7.0 3.5" 3.5" 5.0" rtYft
U1Vx
7.0" 3.5 3.5" 50" // $
ANCHOR SCHEDULE: WOOD (G=0.55)
>
nC1LLw�a
3/4"MIN EDGE DISTANCE U 6 d z i Opo
G i Spans Up,To 6'-0" Spans Up To 0'-3" Soans Uo To 12" ^z
O LOAD CONN TYPE CONN TYPE CONN TYPE Z N O o fix
0 ANCHOR (P6o Cl C2 C3 Cl CS Cl C2 'C3 C4 CS Cl C2 C3 C4 CS W W
• 1/4"LAG SCREW WITH 1-3/4" 43 16.4"15.0"11.5"12.5"16.0"16.0"16.0" 7.S" 9.0" 16Z'16.6'14.5" 4.5' 6.0" IS.O" LU y�
g MIN THREAD PENETRATION 53 16.0"I6.0 9,5" 10.0"16.0"16.0"116.0" 6.0" 7.0 16.0 '16,0"11.5" 4.0" 5.0" 160"
> 62 16.0"16.0" 7.0" B,S" 16,0"16.9'114.51' 5.0" 6.0" 16.0"16.0"11,5" 4,0" 5.0" 160" moi
70 160"160" 6.D" 7.5" 16.0"160"12.5" 4.0" 5.5" 16.0"16.0"11.5' 4.0" 50" 16.0" a
100 16.0"11.5" 4.0" 50" 16.0'•16A"1A.5 •3.0" 50" 36.0"16.0"11.5" 4.0" 5.0" 16.0"
71]6"WOOD ausm G WITH 43 16 0"16.0" 8.0" 10.0"160"15.5" 9.S" 4.5" 7.0" 15.5" 8.5" 4.5" 4.5" 7.0"
h 1.13"MIN EMBED 8.1/4.20 53 16.0"10.5" 5.5" 8.0" 16.0"11.0" 6.0" 3.5" 5.5" 13.0" 7.0" 3.5" 4.0" 5.0" [p`
" SS MACHINE SCREW 62 140" 8.0" 4.5" 6.5" 14.S" 90" 4.5" 3.0" 4.5" 7.0" 70" 3.5" 4.0" 5.0" m
❑ �L�cmn 70 12.0" 60" 3.5" 5.5" 12.5" 7.5" 3.5" 4.0" 5.5" 7.0" 3.5 4.0" S.
o ff'"'00I3�211�f�1 100 7.0" 3.5" 4.0" S0" 7.0" 3.5" �1W, 5.4" 70" 3.5 4.0" 5.0"
O p1 H
3 #14 SMS OR#14 WOOD 43 16.0 16.0"12.5"1A.5 16.0"16.0"15.0" 0.0" 10.0"1fi.0"16.0"11.5" 5.0" i-E w D
.SCREW WITH 1-3/4"MIN 53 16.0"]6.0" 9.0" LLS"16.4"160"55.0" 6.0" 9.0" ib.4"15.0" 9.5" 4.0" 5.5" 13.4"
d THREAD PENETRATION 62 16,0"16,0" 7.S" 9.5" 16.0"I6,0"11.5" 5.0" 7.0" 16.0"16.0" 9.5" 4.0" 5.5" 13.0" f�a8 o
16.0"16.0"10.0` 4.5" 6.0" 14.0"16.6' 9.5" 4.0 5.5" 13.0" 1"��n�
100 116.0"19.5" 4.0" 5.5' 13.0"16.0" 9.5" 4.0 5.5' 13.0"16.0" 9.5" 4.0" 5.5" 13.0 C,M
ANCHOR SCHEDULE: WOOD (G=0.42) �9
g 3/4"MIH EDGE DISTANCE
Sons Up To 6'-6' Spans UD To 8'-3" S-ans UD Tn 12'•0"
8 G LOAD CONN TYPE CONN TYPE CONNTYPE
' a 3
_ ANCHOR (Pst2 C1 1 C2 I C3 C4 I CS Cl I G2 C3 Cl I C5. Cl C2' C3 C4 C5 c
S1q"LAG SCREW WITH L-314" 43. 16,0"16.0" 9.0" 10.6'16.6'160"16.4" 5.5" 7:0" 560"16.0" 9.5" 3.5" 4.5" 15.0" m `r
MIN THREAD PENETRATION _53_I6.0"16.0" 6.5" 8.0" 16.0"16.0"12.5" 4.5" 5.5" 16.0"15.0" 7.5"! 3.0" 4.0"
62 16.0"16.0" 5.5" 6.5" 16.0"560" 9.5" 3.5" 5.4".15.0"15.4" ZS". 30" 4,0" 11.0"
< 70 16.6'13.5" 4.S" 6.0" 16.0"16.0" 8.0" 3.0" 4.0" 11.5"15.0" 7.5" 3.0" 4.0" 11.6' �(L•�Myl�',I
c
u 100 15.0"7.5" 3.0" 4.0" 110"15.0" 7.5" 3.0" 4.D" 11.0"15.0" 7.5" 3.0" 4-0" 11.0" -
#14 SMS OR#14 WOOD 43 16.0"16.0" 8.5" 10.5"16.0"16.0"12.5" 5.5" 7.0" 16.0"113.0" 6.5" 3.5 5.0" 10.5"
❑ SCREW WITH 1-314"MIN 53 16.0"16.0" 6.5_ 8.0" 16.0"1fi.0" 8.5" 4.0" 5.5" 16.0"14.5" 5:5" 2.5_ 4.0" 7.5" -
8 THREAD PENETRATION 62 16.0"11.5" 5.0'" 7.0" 160"13.0" 6.5" 3.5" 5.0" 10.5"18.5" 5.5" 2.5': 4.0" 7.5"
70 160" 9.5" 4.5" 6�0" 16.0 11.01, 5.5" 3,0" 4.0" 8__0" 10.51, 5.5 2.5 4.0" 7.5" n
m o wa
100 10.5' S.5" 2.S'- 4.0 7.5 103" 5.5" 2.5" 4.6' 7.5" 10,5` 5.5" 2.5" 4.0" 7.5"
ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK
s 4"MIN EDGE DISTANCE
1-G
Spans Up To 6'-0" Soans Uo To 0'-3"� Spans Up To 12'-0" 4¢qp5
to (F� CONN TYPE CONN TYPE CONN TYPE R
= ANCHOR C1 C2 C3 C4 CS Cl C2 C3 Ca C5 Cl C2 C3 C4 CS 6 @
' 5116"ITW TAPCON XL Wj 43 ]6.0"26.0"35.0"16,0"16.4"160"16.6'15,0 16.6'16.6'16.0"15.4" 9.0" 14.0"16.0" s
2-114"MIN.EMBED 53 16.0"16.0"16.0 16_0"16.0"16.0"16.0"11.0"16.0"16.0" 16.0"'[11.0" 7.5 12.0"16.0" G C 4
• p. 62 16.0"16.0"14.4"16.0"36.0"16.0"35.0" 9.0" 14.0"16.0" 16.0"120" 7.5" i2,0"16.0"
70 16.0"16.0"11.5"16`0"16.0"16.0"12.5" 8.0"
• m " " "12.0" 7.5" 12.0"16.012.536_0160
6.0 L5" 12.0"15.0 V;100 15.0"32 16.0 6. ' 9.5" 36.0"11." 5.5 6.5"
5/161,.ELCOULTRACON W/ 43 16.6'16. 0" 90"
k
$
O U MMPJGHTfRA'01LMhX4 OPE.
O 2-1/4'MIN.EMBED 53 16.0"13.5 7.5 11.0"16.0"14.0" 7.S" 7.5" 13.5" 9.0" 5.5"
62 16.0"]0.0" 6.0 9.0" ISIS"110" S. 4.0" 9.0 b.5" 15-2339
5 70 150" 8.0" 5.0" 8.0" 15.5" 9.5" 5.5" 7.0" 9.0" fi.S" StntBt
O 104 9.0"_ 5.5" G.5_ 9.0"�/ S. 6.5" 9.0" b.5" PAGE DESCRIPTION?
S UU _ 2'61IN EDGE DISTANCE
... ! Cl 7ET C3 C4 C5 ClI C2 C3 C4 CS CI C2 C3 C4 CS
.. #12 5145 W/2"EYEWALL 43 16.0"16.0" 9.5" U.S"16.0 16.0 14.0" 6.0" 8.0" 16.0"14.5" 7.5" 3.5" 5.5" 11.5" ���
v. ARMOR INSERT W/2"EMBED 53 16,0"16,6' 7.0" 90" 16,0"16.0" 9.5" 4:5' 6.5" ib.0"12.5" 6.0" 3.0" 4.S" 8.5"
62 16.0"33.0" 5.5" 7.5" 16.0"14.5' 7.5" &5" 5.5_' 12.0"111.5" 6.0" 3.0" 4,S"' 8,S" ANCHOR NOTES?SEE SHEET
70 16,0"10,5' 5,0" 6.5' 56,0"52.5 6.S_ 3.0" A.5" 90 13.5" 6,0" 3.4" 4.5" 8.5°
4 POR ANCHOR NOTES.
ti�,.... :._-.".....w./.:ed.-:,.�...,......., ., .. 100 11.5" 6.0" 3.6' 4.5' 8.5" 11.5" 6.0" 3.0" 4.5"1 8.5" 11.5"1 6.0" 3.0" 4.5" 8.5"