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„_...::>a; pr :_+_i >G - an _i�,;>Application Detail
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FL# FL13r757-R5
= `e Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer NEW, •ountry Pndustries,
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
J-uersSubcategory ccordion -Iy
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
i, Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who Frank L. Bernardo, P.E.
developed the Evaluation Report
-- - - —Florida License -- - ---— - --------PE-0046549----
Quality
------PE-0046549 Quality Assurance Entity National Accreditation&Management Institute
Quality Assurance Contract Expiration Date 12/31/2016
Validated By ORLANDO L. BLANCO, P.E.
Validation Checklist- Hardcopy Received
Certificate of Independence FL:.3757 R5=C01. i=e.Q ? df
F..x..37-57 R5 C01 3.;df
FL13-15-1, R5 C01- Indej
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2006
ASTM E1996 2005
ASTM E330 2002
__ __ __http://www.floridabuilding.org/pr/pr_app_dtl,as-p-x?param=wGEVXQwtD-gvgk7y_HMuo_y_bIn.. 3/4/2016______-__
Florida Building Code Online Page 2 of 3,
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
ECi ar•
-�z -
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/21/2015
Date Validated 04/29/2015
Date Pending FBC Approval 05/06/2015
Date Approved 06/22/2015
-.._..._.._.._..._...---.................. -----..._...-...--—.—....---— --...._
:Summary of Products
FL# IlModel,Number or Na IDescription
13757.1 6.8 Accordion Shutter dion Large Missile Impact Resistant AccorShuttjSystemLimits of Use Installation InstructionsApproved for use in HVHZ:Yes FL_<757 R5 11 Di:o_,r.:=Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE004654
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See installation drawings for allowable ^L`.3757 RS A.E =
span/pressure combinations and additional limitations of Created by Independent Third Party: Yes
use.
1'3257.2 -t 6&8 Sti eamllne..Shutter, Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL1=757 R5 11 Drag 2.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 µL1_37,1:7 .71 F" E -I ..
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 L "757 PS ti D;c,
-- "- - --- !Approved-for-us"e outsidi2-HVHZ:"Yes" 'Verified-By: Frank L. Bennardo PE-004B549
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +110/-128 Evaluation Reports
-- __ -- ------- Other:See product drawing foradditional information, -F;L-!-3I5 7-.-R5:A;-Eva(3;.p r - - - ---
anchorage, etc. Created by Independent Third Party: Yes
Next.
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 state of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not
send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.
*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department
with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public
record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.
To determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbm... 3/4/2016
i
!' 68 STREAMLINE SHUTTER WO
GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING z
CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE
INTERNATIONAL BUILDING CODE((IBC))AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM UNLIMITED z
MEETS MISSILE LEVEL"D"AND INCLU6ED WIDTH ES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. �o
SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. �
I 9 a �
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE I SECTION
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE
Ll IREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE TOPTRACfIry� -�O•
FIDA BUILDING CODE SHALL BE LESS THAN OR EVUAL TO THE POSITIVE OR NEGATIVE DESIGN / 1h v a
PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. W u
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. Q j L=I w a
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 6
SAFETY FACTOR. g
Z
5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND
ZONES,IN ACCORDANCE WITH ASTM 1996-09,IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL W W ' 3S 3 8 m
CRITERIA 1S INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. PLAN VIEW w 3
g 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN,THE DESIGN OF THESE PRODUCTS,WIND m s F 3
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. a Vr o
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE n w
c° DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR
WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCEI7,A DIRECTIONALITY FACTOR OF Kd=0.85 t N
SHALL BE USED. I _ n
8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC n n
SITE.
9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL e
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME a
PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER ea�e
TM61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. 1 w10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE
$ CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS'DETAILED HEREIN AND THE CONTRACTOR yQ o
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM o m
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. jam, °_ a"'
"I 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL ®p
DOCUMENTS. 11 d zm.
12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING. HURRICANE PROTECTIONmill z
OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGINED DATED AND
BOTTOM g 6 a
SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE TRACK .. G
DEVIATION.ASA CONDITION TO THE BUILDING OFFICTAUGRAIJTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE ��' c o
13. EACH SHU*ER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FtSLLOWING MINIMUMTYPICAL PLAN VIEWS E 5
INFORMATION; TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION a o E
FORT LAUDERDALE F��
g MISSILE LEVEE D-ASTME1886,&203 1996&E330 1 SHUTTER ELEVATION 0
= TAS 201,202&203 o
S FLORIDA BUILDING CODE APPROVED 1 N.T.S. EXTERIOR ELEV
14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TABLE 2:
15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS
MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052
ALUM.ALLOY. .
16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL H y,
BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES
17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. @ 9aa
18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS,USE REMOVABLE ANCHORS. SHUTTER g
19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN,RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 5 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE
H 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE D ,
22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL'BLADES OF SLACK.
23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 1 72" 2-114" 1-518" 2-3/8"
99" 3-1/2" 1-718" 3-5/8" 1-7/8" "a @
TABLE 1: TABLE 1 NOTES: 120" 4-118" 2" 4-1/4" 2" az A�
e ACCORDION SHUTTER 1. DESIGf PRESSURES,SHOWN IN"ACCORDION 144" 4-718" 2" 5" 2' w_a=
9 SHUTTER SPAN SCHEDULE"ABOVE ARE 9
> SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: ' S�
1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA.
AT EACH RESPECTIVE SHUTTER SPAN. 7.. NV-II DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY mrGuanrrtuaLee.�wrnCore
POSITIVE NEGATIVE 2• LINEARI INTERPOLATION BETWEEN SHUTTER FCORTDT. 15-2339
E SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND
SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SCALE
:
.s (PSFI fPSFI DESIGN PRESSURES FOR THF.NEM HIGHER MINIMUM SPAN OF AT LEAST 30". PAGE DESCRIPTION:
SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL
72" 100 10D j HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30'
u 99" 70 70 ABOVE GRADE.
5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE V
S 120" 53 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. n
C, 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM �ILlll
= 144" 43 40 E1996-09.
a i
I
II
!� ,',,111 NVEO¢f�597/JJARiD.P.E.
PROJECTION VARIES
2.874" -t-- 4.874"MAX, '' �■p
0.115• T �_ 0 ••t• Jy'r
"r 0.062" 0.450" 0.080" f 1
0.125" �--1.830" 0.062" ?•* * ,*
o 1'.708" 0.100' UI
N 1.708" 0.100' n -�- 0.080" 0.063"
0.145' _._r 2.820" 3 '.
0.195" 0.096' 1 ( o Zr�
tl.060' 0.070" 0.060" .v-If.T. 0.125° !.r Q.630" 0.630' 0.062" 1.993" I 1.908"� �p0.062" v 0.062' -L • 4.143" 0.096" ' .
0.630" 0.630' I ' "111
,y.; .L^•I Q69"-} }------�d.471" 0.971"i 0.143' t/7 1 13���:' p
.... �. t 0 060" 0.06 1. 70"-! 0.630" f� >u
I-1.069" 0.062 LO-200. -110b9"-�1 0.062" `0.200" 0.630q06
0.06.L4.Ob2 u Q dW w
uro�x °
SUPPORT LEG OPTIONAL 0.200' 1.069"-� 0.062" lda0o"5.745"MAX. 0.062 1.069-A
m
5.745"ML CZ +
i WAL�� L -"--7 ry -6UILD-OUV:WA�l -" STREAMLINE CEILING TRACK 4 STREAMLINE WALL TRACK HEAVY HEADER/SILL �L1TE HEADER/SILL / 'OWE
SCALE:..ALF SIZE , SCALEi HAt:.F..SI2E i SCALE,HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE a
t e,.s
WHERE SHOWN,SCREW BOSSES
&FELT GROVES ARE OPTIONAL i
ON ALL EXTRUSIONS
0,874"j- 2.655" 0.875"
N
2.195' 0.530" 2.195"
gm€
0.7
� o 5uo
" I .2ry30"
229" 0.05' 0.060"
55" Ov ' _2.362". n �
�44..58420"
4.14
1.069"
•.m-�qe�c�
u2EwP'�
mm
aT
0.105" 0.075 10. 6M to - 'd
0.105" � 0.9 E� NOTE:TESTED THICKNESS OF
0.781" 4.510" � DARE METAL W 0 PAItT i5 0.039"
68 STRE
SILL SILL ADAPTER EXTENDED SILL EXTENDED SILLADAPTgR ADJUSTABLE SILL BOTTOM AMLNE SC-ATI31ADE3
j ag
�Q
8 SCALE:HALF SIZE `-'' ; SCALE;HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE
SCALE%HALF SIZE
I r
'4 1
I- 0.407.579"
0ry 1.574" 0510,
0.46 0.341" ,06 0
7.0"
70"
0.143° O. 0.245
g 1.748t41 " .
-T 0.115" 4.080"
4.753" 090" 0.09b"
4.510" 0.180" 0.000" kyy§l•
'gi
pgp0
0.682 0.630" 0.06tl' CO �rtiR4tRLERh7Wmo vE
0.044" 4.227" ! � 0.693" LS- 3g
NOTE:THICKNESS OF BARE I 2.822" {---1.625"--� 0.420' SCAlE1 -
_ METAL W/O PAINT IS 0.039" i PAOE DESCRIPTIDHI
l5 6.8 STREAMLINE STACK 16 RADIUS CEILING CEILING HEADER/SILL 17 6,8 STARTERig WALL SILL CLIP 18b WALL SILL
E
SCALE,HALF SIZE SCALE,HALF;SIZE SCALE%HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE o,�9
I I
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I
I
i
ii i
! I
is
IN E00!£ InN(OO,P.E.
NYLON WASHER OR ` {3 !!!!!//!i
-��-0.125" 0.610" STAINLESS STEEL A.
D" ALUMINUM
'y- ASSEMBLY 0.357"
II 0.320"0 HOLE 0. 50"
�'WA o w 4.276"
N 10 x 7.•3/4"410 HT S.S. G-
o NYLON +^a m SCREW W/TC ULTRACOTEI-- 0.591"
0 0.$80' I WHEEL .+v r�i o 0.120"o_ INSERTS o
N OA � � INTO COATING n+ _-Q A !� 'Jp
'-f" TRACK (TYP TOP&BOTTOM) ry 0.062"- - 'Y W-
"1.100°-I )-0,240 .��aF'
NYLON BUSHING W/WASHER:
0.750" 7/16"0 x 1 2" 0.354" 0.137"
I I 7YP.AT VERY OTHER! ! @ INTERIOR JO1N7 TOP � �,. !/i •.,�
t-'-5 Mme''~-i INSIDE JOINT AT TOP' 0'870" 7/16"0 x 1'0INTERIOR JOINT BOTTOM I
_ CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR _ �V ul
nANGLE f HOUSING-ZINC DICAST,POWOER COATED °
19 22-ROLLER:ASS>MBCY 24 BUSHING ASSEMBLY DETAIL 2B BOX CENTER INSERT (�Q Y �z o
SCALE,HALF SIZE f NOTE: MAY BE KEY OPERATED OUTSIDE leu(
I�g_CALE,:,HALF SIZE!„} SCALE+HALF SIZE SCALE:HALF SIZE w
OR KEY/THUMB TURN OPEPATED INSIDE. W �0 V W
f-}o.zso^ Ill
23 BRASS PUSHr LOCK N P ;
ggg I i @•SCALE:-HALFSIZE
'---""" 4 �
"
_w~NOROAS5125"
R0.500" ,000" 0.236" 0.286" 1.603" 0.267"
0.500 1.710" 1.224"
0.6203." 0.531"
0.790" 090" 0.319" 0.531"
0064" 0.28 "
"�62.zsa" 6
39"0.246"018 �0.224CL
0.060". 0.9 0" S
••I-
ggo 2.750 - 2.000" 1.758
RAINGUARD DECO RATIVE FLOOk TRACK: 3.476" CO2SCALE+HALF SIZE gSCALE:HALF SIZE 0.160 0.22211--
1A1 0.062" 0062" 0.062" v`
�a
0.176" c
UNIMATE-LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER 1 f^}
gCF�SIZE-- SCALE,HALF SIZE SCALE,HALF SIZE
8 3�
o
41-0.062' E
� os
e�
5.500'x 13/16"WIDE
��'40'b
7f16"0 STAINLESS,A 1.167" STEEL NUT
30 TF-PI-0
�-�-
I ,"'
}I' n o " 0.438"
5/1$-18x1 MACHINE SCREW ti4`oa
i STAINLESS STEEL 0.121"
�.^ 7YP- ! 5/36"0 INTERNAL �c
8 POWDER COATED,ZINC DIE-CAST THREAD "' v ?
? 1--- -4.500° f'-f 4.609" I NERD STYLE VARIES js
DELUA f�O�EL 2022' SECTION A 36 T'LOCK ADAPTER 37 T--SCREW INSERT 3g THUMB SCREW
g IND STR A SYSTEMS i OPTIONAL SCALEc FULL SIZE SCALE:FULL 512E' 0 0.254" 40 40b 4OC
35 BOX LOCK t scALE+HALF SIZE,1 U 0.319 FND"GTRIFi t s�
SCALE:HALF SIZE i j �----2.000'--� 2�.,_.8C-3`'_.EXj
�rD.xzs" a
E �---1.625" �-1.540"--f SCALE: HALF SIZE
o.izs"
0.050" 0.093"
0.125"
T j
o loN a E
i 0.085" 0 0.325" OCPT0.0fRfPu%L6WWm0PF.
I a 0.093"
0.250 i5-2339
^ $ `v 0.085" m SCJILE!
E j , I DACE PESLRiPRONi
ANGLE 7.000"
20 NQ�STRIP.- 21 1.5,,XYXO.093" ANGLE 25 2"x3"x0.125" ANGLE
n39 2X7ALR SIZE SCALE,HALF SIZE SCALE,HALF SIZE
@ SCALE.HALF SIZE
I
i
I ,
,i
bYlllll2ry�ry�;0,P.E.
ANY ANCHOR PER ANCHOR 41` .a CN /O,,..E
SCHEDULE @ 18"O.C. EXISTING EDGE DIST.
GLAZING GIST. ,•OV41j1� �..
SEE END STRIP OV`�IF
n SCHEDULE FORM
p IA .ANGLE EMBED SPAN WHEN USI
EMBED. 17 CCC999 F- LEG D RECITO20;40a,40b OR c,
N '
(INTERIOR) I II - II -
17 Ityy 1/4" OR 6.8 STARTER TA : QC
R 17 MAX. WITH 21 OR 25. O• Iq �((F
c MIN.0.062"THICK 6063-T6 ALUM.
EDG -• + 30 ANGLE LEG "MIN. REVERSED)AX21 25 �����
DIST. ( O 6ya z
-- FASTEN ANGLE TO TRACK W/ W u
B _ W
- ANK,ANGH_02VER ANCHOR t)'•
2)#10x1"SCREWS O >Q
L`SCHEDULE.@s1B_OLG,,,J �ORNER,TOP&BOTTOM;AND r�pp Q W L9 '-
13 13 13 I ATT#12 Ax 1/2"GALVANIZED RCH TO 6.8 STARTER / I:J N In w D
13 #12 x 1/2"GALVANIZED OR 5,5,SMS, S.S.SMS 3/16"0 ALUM.POPN. 3
I 6.80"(TYP.) 9U I 3/16"0 ALUM.POP RIVET,OR 1/4-20
f j USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT B NUT @ 18"o,C, ALTERNATE END STRIP DETAIL BOLT NUOR T 18"D.C.
HINE W N 3
(EXTERIOR) i 5/16.18�UMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE
IN 37 AT 1/3 SPAN TO 2/3 SPAN SCALE.3"=V-0" ANY TRACK W/ Jf w"
TYPICAL PLAN VIEW FROM BOTTOM OF SHUTTER,RECEIVING END STRIP SCHEDULE SCREW BOSSES. / H O
HOLE SHALL BE 3/8"MAX WIDTH,UP TO a
SCALE:3"=V-0•' 1"HEIGHT. PSF SPAN
1•BI0(2.71 62 10611-
100"
08"
7 100"
USE(1)BRASS PUSH LOCK i ® 112 80
OR(t)5/16-18 THUMB 2 5" •y
SCREW I 0 THREADED LOCKING DETAILS FOR 2•Blp(3.7') 62 BY SEE END STRIP ri
INSERT(p�{7 AT 1/3 SPAN CENTER MATES 82 BB" SCHEDULE FOR MAX. w
TO 2/3 SPAN FROM SHOWN ON RANDOM ® - s
BOTTOM OF SHUTTER. SPAN WHEN USING $
d RECEIVING HOLE SHALL BE 30 13 DETAILS 3•BIO®(4.7�_aZ._. 74 20,AOa,40b OR 40c, �a
3/B"MAX WIDTH,UP TO
1"HEIGHT. 30
ALT,1"010 OR 6.8 STARTE
8Z 110' IK MAX. WITH 21 OR 25.
a 20 13 81'- 40 40 USE APPROPRIATE --o"
-- - - 5"xw 45 93-1 STARTER STRIP TO
13 x0093' 52 87 40 20 PROVIDE CLOSURE E L
p FOR n
60 61" BUILDING CONDITIONS. .E 3 0
3
3 I (INSIDE) 21
64 FASTEN STARTER STRIP :R-: o g
70 76 TO TRACK W/(2)#10x1"
I'3G 1 7 -13'-
39" SCREWS AT CORNER,TOP
2"x3" 45
!�ZNw xo.+zs" 62_-12s^ ALTERNATE END STRIP DETAIL &BOTTOM. O o
13 ^ d 3 I 15 7D 120"67
SCALE.3"=1'-0" BOSSESANY ACK W/SCREW
[O0 F
p I E�g 7 Os"
SILL
W� FOR GREATER SPANS OR LOADS THAN SHOWN IN END STRIP SCHEDULE,END x
STOW RE QUIRE A 1•X1'.090"CLIP ANGLE a
V) HIO SPAN USING ANY ANCHOR ON THE EXISTING GLASS
u� O ! Z ANCHOR SCHEDULE S 110714"TEK 3
SCRE%V OR 114.20 OOLTTO END STRIP. "466
USE S11 BRASS PUSH LOCK' 3U d w USE(11 BRASS PUSH LOCK INSIDE E k
�$ OR 11)5/16-18 THUMB . a F OR(1)5/16-18 THUMB (INSIDE)
SCREW Iy�O Try REARED 30 73 d F S Sq W 1370A HR%3 SPAN SILL 5�' ,
INSERT 07)AT 1/3 SPAN �j E T ) @@
BOTTOMPO?F+SHUTTER. I (OUTSIDE) g�^g BOTTOM OF SHUTTER ,! g
RECEIVING HOLES ALL BE p 6q
3/8"MAX WIDT U. T S 4 ge5
y 1"HEIGHT. 1 23 ll�m 17K
TYPICAL OUTSIDE CORNER CLOSURE
CC1 DETAILS WO/CORNER POST ——— ———— — 35 � R
NTS 13 30 z 6
\ 30 WPOOGHTFRAMLAEtRWOOPI.
E 13 `SILL 31 215 13 23 (OUTSIDE) 15-2339
's USE(1)BOX LOCK AT 1/3 SCALE. -
SPAN TO 2/3 SPAN FROM PAGE DESCRIPTION:
n BOTTOM OF SHUTTER
C2TYPICA INSIDE CORNER CLOSURE F�
DETAILS!WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY
$ NTS FP, SCALE:3"=1'-0"
% I tli f—"Lfy
i
I
i
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CI CONNECTION TYPE
i REFERENCE ANCHOR EXISTING HOST 9Q
SCHEDULE FPR MAX. STRUCTURE ry'
SPACING 1/4-20 MACHINE BOLT
•�4 'I /i�
t '
\ Cl CONNECTION TYPE s
j I \ REFERENCE ANCHOR i1Z" W/NUT @ 52"O.C.OR W ^
\ SCHEOULE FOR MAX. 4114 SMS @ 6"O.C.
f 3 SPACING 1f 2" ITYP.TOP&BOTTOM! TA t1�m
ALUM.TUBE
2 FASTENERS 6063 T6 ALL i 1-' /-5y0
EACH ANGLE SEE
TABLE�_A_FOR SIZE. I' o r3{�R 660 z j fftr!� IU�ia
1"x 2"x 1/8" ALTERNATE THRU BOLT V" -o Z� w,U '�
OR Z"x 2"x 216" I/ CS CONNECTION TYPE MN GLASS Xx _ �+„ Q (7
° I r _ REFERENCE ANCHOR SEPARATION 1g (D y 6 L9 a
ALUM.ANGLE I ! SCHEDULE FOR MAX.
13 III I q I SPACING PER TABLE 2 z J Z
THREE 3/16"0 ALUM. ° r F GL
= d t° w U7 05 3 m
POP RIVETS OR (; �E 11 ,� OR DOOR X�EL F 3 Z•'i y
THREE 1412 SMS,TYP. ° t7 {: \ � E F w a uwi 3
3/16"m ALUM.POP ( 1 4
/7 RIVETjOR @)18"D.C.4112(TYP.)S \Y l�_ �j A{ RN��`"\ 1 (]0 OR z D I ii 4 a
TABLE A(co) j 53
PRESSURE VS ALLOWABLE LENGTH I / lw7 '� \\ 0
ccc 2'x2°xttt8" 35X3"x118' MAY USE MALE OR p a n
Psf No B/Q No WO FEMALE LOCK-STAT m ^ ro P
1/4"MAX.FROM PIN
g7 UO" 188' ALTERNATE THRU BOLT .+ GUiDE TO BUSHING
/3 I. { C5 CONNECTION TYPE Cl CONNECTION TYPE WASHER fTYP.1 va
72 124' 179' CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR I':�-� �wL3 Y
SCHEDULE FOR MAX, SCHEDULE FOR MAX. It 59 3 j
82 X19' 17r NTS SPACING II J I 414x3/4"SMS @ 4"O.C, 1-d o
d 92 114' 165" L-„= f y
102 X10” t6o' ,r ANGLE TO TUBE CONNECTION =s D Q m I
Rq' '� 2"x 2"x. G!125" 0"�
m 120 104" 147' I TABLE B(CC4) EXISTING HOST EMBED. 60b3-T6 ALUM.TUBE z 5 m
150 gT 131^ STRUCTURE
200 PRESSURE VS ALLOWABLE LENGTH 5 CONNECTION TYPE
88" 114" i
EDGE DISTANCE REFERENCE ANCHOR m g qa
Z'xrx110 3'xr.118' SCHEDULE FOR MAX. E
a PSF WITH B/0 WITH /0 SPACING y}_
8 62 Ila" 166" a $o g
; FASTENER @ 18"D.C.
72 SOT LST (USE ANY ANCHOR Cb ALTERNATE BUILD OUT MOUNT SECTION M�e
01
82 101" Mr IN ANCHOR SCHEDULE).LEI. SCALE�3"c 1'-0" �
42 4S` 139"
102 j 90' I32"
8 13 i 83' 12r w -
ry 150 74` 109" CL 1-W
1 200 '., b4' 94' YW- ;7 K .
° 2,.x2„x - 13 r x0.
a 3/56 RIVET OR 012 SM
SI 090”6063-T6 H P�AAION S .u^ .-s2:2
" g
S @ 18"D.C. OR 1/4- ALUM.TUBE TYP. !� PER TABLE N p Ln
idl � 6
NUT&BOLT(TY0 ALUM.POP GLASS 2 << g jai
ALUM. LUBET OR 012 SMS � �� OR DOOR £ C a I-
C,
-
6063-T6 ALLOY -O.K.(TYP.) S� �N
I; 2"x5"x118"
' SEE TAB p FOR SIZE. £
STENERS I x KONTINUOUs
ANGLE ( ALUMINUM ANGLE INSIDE 3 16 Y
m 1"x 2"x.093"6063-T6I OPTIONAL ANGLE - e
m ALUM.ANGLE,TYPE 3f16"W ALUM. 17 ORIENTATION TYP. 27 wb �
RIVETS,DR'A EE 4112 ISMS,TYP. ON TYPE
"x 1/0 REFERENCE¶A NCHOR g Sa
13 OR M x 2' x 1/8" SCHEDULE FOR MAX.
ALUM.ANGLE
� � SPACING COPMKJIifIWGfLe011MDOPE.
USE MALE OR FEMALE
EXISTING CONCRETE,
LOCK-SLAT 13 15-2339
13 BLOCK OR WOOD FRAMING
SCALEr
.-s (OUTSIDE) EE INSIDE SILL MOUNT SECTION
PACE DESC0.tPTION1
4112 x 1/2"GALVANIZED SCALE,3"=P-0"
9 CC4 TYPICAL CORNER CLOSURE DETAILS OR S.S.SMS,3X16"m ALUM. SIDE CLOSURE OPTIONS
POP RIVET,OR 1/4-20 SCALE,3"=t'-0" T
T
NTS MACHINE BOLT&NUT
@ 1B"O.C.
x
I
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I,
'1
1
I
aT RE ERENCECS nANCHOR EXISTING M �6•�MN�9q������
J
SCHEDULE FOR MAX. STRUCTUREC3 0 (;
O] SPACING ,o ,�,@, •,
GLASS 'm w I• GLASS C1 CONNECTION TYPE 5"MAX. 1/4-20 MACHINE BOLT
OR DOOR F~w-uu m OR DOOR w w>> SCHEDULE FEFERENCE OR MAX. 19 #114 SMCHOR W/NUT S(al 6"D.C.
R �•�•
=
w a S MN 13 m=0 w SPACING /y (TYP.TOP&BOTTOM) T QFm 1�gzz.
MH 13 blN Val J I GLASS N F.Z u m /2.. •�� m `f� '.
1/4"-20 THRU BOLT W/ GLASS X m EPARATION m-N< •'•�
LOCK NUT @ 12"O.C.OR ;EPERL F w< N74 x 1/2"SMS(�12"O.C. PER X w D:Z F- w F e
12 x 1/2"SMS(d 12"O.C.E.S. PER F• OR 3/16"0 ALUM.POP TABLE 2 E J o<a o ut �OR�]OR/ ': ;'w
OR 3/16"0 ALUM.POP TABLE 2 Z RIVETS(ln 6"O.C. OR 1/4"0 ut w ❑ OR {{���� g1V" 1•,^3
RIVETS(al 6"O,C. E.S. ,= ALUM.POP RIVETS Cm 12"O.C. < �qpl� X C .
R 1/4"P ALUM.POP RIVETS / w Ii AND 3O MR GLASS r_rn,�l 10 �ui
6
Cal 12"O.C.E.S. ASSEMBLY 1/4"MAX.FROM PIN SEPARATION ig w �D
/ 1/4"MAX.FROM PIN 1/2"TYP GUIDE TO BUSHING PER TABLE 2 ,~ _❑- w ga
Q9 AND OO GUIDE R BUSHING W WASHER(TYP.) _=Z W ti OJ 4 G L
ASSEMBLY WASHER( YP.1
m a
1/2"TYP. E ISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR—�( z Q m
w BLOCK OR WOOD FRAMING REFERENCE ANCHOR u X Z<
m / EDGE SCHEDULE FOR MAX. < O u O
w 4 CONNECTION TYPE DIST. SPACING uN m
� RE IERENCE ANCHOR
CIS GE SCHEDULE FOR MAX. < a
SPALING AS SHOWN w
/ 3 CONNECTION TYPE IN DIAGRAM ON PG.9 I7
REFERENCE ANCHOR (� EXISTING CONCRETE, w o °0 6 6 R
SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING �3 1/4"MAX.FROM PIN
SPACING.ALT.FASTENER' /
/ ® LOCATION.FRONT AND C7 CONNECTION TYPE GUIDE TO BUSHING
1/4" FROM BACK ANCHORS NOT REa'D O INSIDE MOUNT SECTION REFERENCE ANCHOR 1/ O WASHER(TYP.)
W Y
WITH THIS LOCATION B SCHEDULE FOR MAX. 19 .�
PIN GUIDE TO SCALE,3"=1'-0" SPACING 5 CONNECTION TYPE z$ m
BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR Na- O n
(TYP.) SCALE:3"-1'-O" SCHEDULE FOR MAX. p my¢m
/ EXISTING CONCRETE, SPACING ❑`a A o
BLOCK OR WOOD FRAMI EMBED. O Zm 6 a
// CG BUILD OUT MOUNT SECTION a
TYP. BOTTOM EXISTING CONCRETE, SCALE:3"=1'-0" 1 Q
$ BLOCK OR WOOD FRAMING
m EXISTING g
NOTE:FOR DETAILS A,B,D,AND E ON THIS SHEET, EDGE IST4 CONNECTION TYPE SJRU.CURE.,,a
THE BASE TRACK MAY BE INSTALLED IN SECTIIONS EMBED.
WITH 1/4"GAPS,PROVIDED THAT EAC19
H SECTION HAS o REFERENCE ANCHORS 5JCONNECTION�iYP_E'1 )Y,
A MINIMUM OF TWO SETS OF ANCHORS AND IS,A "' SCHEDULE FOR MAX. REFERENCE ANCHOR a'
MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK W SPACING SCHEDULE FOR MAX.
USED WITH THE BASE TRACK MUST BE CONTINUOUS I SPACING
ry OVER THE GAPS BETWEEN SECTIONS. j 3 16
1/2"
R W F"
w ❑ N_
@ GLASS wi F 7 w ❑ ¢
H5 OR DOOR GLASS 13 F' =w - p�u�
w 012 x 1/2"SMS Cal 12" EPARATI Z=� ww j j ,;Fep
LL �' ~w O.C.OR 3/16"0 ALUM. PER ,=n Z u m F'a=o g B
Fw0❑ POP RIVETS Cal 6"D.C. TABLE pZF GLASS OR 13 ❑ w2� a1 �p 65ga
u E-vl=❑� X MN GLA ==Zv
g MN GLASS 13 =I=z v J ORRIVETS(x1 12"O�C. u a DOOR— Ol O N a4
PER TABLE 2 K Z Z f
SEPARATION "Ill)O u1< u N <J D< o
PER TABLE 2 ,w¢a~ Q7 AND O8 P u N
A 1/4-20 S.S.MACHINE iJ❑a 1/4"MAX.FROM PIN < �
SCREW b NUT(al U a ASSEMBLY 1/2„ 1/2" GUIDE TO BUSHING s 5
12"O.C. TYP. WASHER(TYP.) 1w7
TF
GLASS
❑ 1/4"MAX.FROM PIN
OR DOOR 1/4"MAX.FROM PIN m w o
X GUIDE TO BUSHINGi w 4 CONNECTION TYPE t/z"` 4 WASHER(7Yp,ING a a d €�"R
ry S WASHE�j'(TYP.) EDGE REFERENCE ANCHOR
5 6 e SCHEDULE FOR MAX. WPiRGRfiAkO(L BE@LViDO PE.
a EXISTING CONCRETE, DIST. r-F--- .,_
r_ '" BLOCK,OR WOOD 1 EXISTING'CONCRETE, SPACING AS SHOWN 2.CONNECTION4TYPE , 15-2339
FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR _
OR 1 BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALE.
s "x 3"x 1/4"CONT, 3 CONNECTION TYPE 012 x 1/2"SMS(a)12" SCHEDULE FOR MAX. SPACING PAOe DESCRIPTION,
063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE,
E AY BE REVERSED SCHEDULE FOR MAX. POP RIVETS 6"O.C. LOCATION.FRONT AND BLOCK OR WOOD FRAMING
5 SHOWN DASHED) K SPACING �° BACK ANCHORS NOT REO'D
OR 1/4"0 ALUM.POP WITH THIS LOCATION af,�
O
RIVETS(ol 12"O.C.WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION O WALL/BUILD OUT
SCALE,3"a 1'-0" SCALE:3"=1'-0" L SECTION' O
—SCALE-3-"=4--0'/
I
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MN GLASS f.9i NI ROD,P.E.
GLASS SEPARATION Z
OR DOOR PER TABLE 2
wOxx
GLASS OR 3` /•'• /���
1~-Q� DOOR
z
..,--GLASS OR % O.46
X=w a DOOR MN.GLASS
N vl SEPARATION
x W ! MN GLASS W w PER TABLE 2 -SEPA
• Z H PERTION
BLE 2 w J We 7wJVISWQ VI =NF w=F- A//// J
z w j ut // it
L ox = xz u
�� _ 13 Q wpm 13 N °� QU A
-E. /2" 1 F 0 z C1 CONNECTION TYPE x J t g z.
w - 1/4"MAX.FROM PIN GUIDE 29 u Q REFERENCE ANCHOR Q p z jW( p g W z
\ TO BUSHING WASHER ITYP.) 4, SCHEDULE FOR MAX. F U a W
6v.• TWO 1/4"0 WOOD .250" SPACING—
LAG
PACING
LAG SCREWS @ 24" —C4 CONNECTION TYPE ) .250" CI w
O.C.MAX.WITH 2"
THREADED PENETRATION REFERENCE ANCHOR .1' O
SCHEDULE FOR MAX.
€ "T"INTO CENTER OF 2X STUDS SPACING F- IB a
EMB."T' 14 SMS @ MIDSPAN BETWEEN /F E /p Vl .I•I IB
STUDS FOR TRACK TO 1"x 4" 1. /w - G
w PLYWOOD& TUBE CONNECTION / EXISTING HOST STRUCTURE
STUCCO FINISH 1"x 4"x.125"
6063-T6 ALUM.TUBE
ODECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAILwv'>
THIS DETAIL MAX. USED WHEN STUD SPACING SCALE,3"=1'-0" Fa $
EXCEEDS THE A ,ALLOWABLE ANCHOR SPACING. SCALE:3"e 1'-0"
O WALL MOUNT SECTION THIS DETAIL MAY °�
i4
SCALE.3"=1'-O" ALSO BE USED p� 0 P1
AT TOP O zm cm
o
a
8 f L��•\(1� rn o
o ACCORDION SHUTTER qtr /E 3 g
PER PRODUCT APPROVAL —GLASS L1/4"
FIN GLASS U=I �SER TABLEPARATI 2 OR DOORAPPLICABLE AT TOP EXISTING WOOD IG=0.421 AND/OR BOITOM ,Qa TRUSS OR RAFTER
@ 24"MAX.D.C.2"OR 3" EXISTING FINISH
MATERIAL1/2TM.NRUCTURE
5 6 X.FROM PIN GUIDE I 2"x 5"x 1/B"6063-T6HING WASHER(TYP.) ALUM.ANGLE W/THREE I m a 7
2"x 3"x Ys"x CONTINUOUS ORz.17s" 8 g 1/4"TILE ITYP.) 1/4"A WOOD LAG I I I I o ad
7"x 2"x Ye'x CONTINUOUS w 66
G061-T6 ALUMINUM ANGLE FINISH MATERIAL SCREWS WITH 2-3/4" Q g66y
MINIMUM THREADED xuj ggg}11
;. 3/4"PLYWOOD pENETR."T"IN WOOD @ 5 6 a tl
IN.THICK 6061-T6 ALUM TRACK XACH RAFTER OF TRUSS,
�� 1/4"0 A325 GRADE THRU BOLT Co)7"D.C. ;
w ANGLE FASTENED TOED TO ANGLE WITH 1/4-20 .� OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C. T4"O.C.MAX.WHERE
NE SCREWS A,T�3"FROM ENDS ANGLE EXTENDS BEYOND 5
m EXISTING 3 KSI CONCRETE '}• GAL V.OR 5.5.HOST STRUCTURE WITH O.C.FOR THE BALANCE4"0 ELCO ULTRACON TO CONCRETE/CMU 6", T TRUSS MORE EX END ANGLE TORN0 ElCO ULTRACONS AT T.
ING CONCRETE HOST 5"O.C.W/1-1/4"MIN.EMB.3"FROM ENDS AND 4°O.C. CTURE 3000'PSI MIN NEXT TRUSS. W w a
FOR BALANCE WITH 1%a" ) MIN.EMB. IN WOODS G 0.42070 0.55.7/8 1~-.vi D o oWI
MIN EMBEDMENT AND 21l" MAX.DESIGN LOAD AT 5'-0°MAX SPAN: '' T w w
MIN EDGE DISTANCE, f 62 P.S.F. EXISTING CONCRETE, S 13 =_ _ e
STAGGERED WITH 3"MIN. HOLLOW BLOCK OR •>; _a N Q cmrR�cxrrRuaLeUewwPF.
MAX.DESIGN LOAD AT 6'-0"MAX SPAN: WOOD FRAMING.SEE
SPACING,TYP, t 52 P.S.F. ANCHOR SGHED. `:' ALUM.ANGLE(6063-T6) Q w Q I.
15-2339
€ BASED ON TYPE OF F J 0 a
Ha BUILDOUT MOUNTsTRu[7uRE �m SCALE: -
SCALE NTS (MAX.DESIGN LOAD:72 P,S.F.) Q PAGE DESCRIPTION;
F PASS THRU DETAIL
Hb SCALE 13'=r-a O TRUSS MOUNT SECTION
SCALE:3"�1'-0"
i
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I � -
I
EXISTING HOST ALT.LEG DIRECTIONALL nulnw)y�Do,P.F.
12'MIN FROM EDGE OF ACCORDION STRUCTURE EM4BED IN SOLIDOCONCRETE INTS OR HOLLOW BLOCK,3 MINIMUM
EDGE OF SHUTTER, ASSEMBLY SHUTTER BLADES ROUND WINDOW
TOP OR BOTTOM
1/2" SPACING,AND 3"MINIMUM EDGE DISTANCE
AX ANGLES3 T6 ALUMINUM
PER BEAM END,SIZE 'vv
1/2" PER SPAN TUBE SCHEDULE MQ•
EMBED. SPAN TUBE PER *"
ACCESS HOLE DESIGN SCHEDULE ��,• (�
• o
EDGE OF ACCORDION i 1/4-20 MACHINE BOLT W/NUT L°l .i,.. o . W' �/
3.5"MIN SHUTTER BLADES a 12"O.0 OR!t 14 x 3/4"SMS 6"O.C. �!y�/'�(C' �W �\\�
TYPICAL m w MAX. ILz
wJ 1�1U LL W e ul
3"MIN ---Ill--- EE
2.875"0 HOLE TO RECEIVE EDGE 3 16 Z ¢ Uf Q l7<>
ROUND WINDOW ASSEMBLY) DISTANCE n MIN.GLASS 13 �'^~ �44J�( .L,m$w o
MAXIMUM OP3 WINDOWS EXISTING A SEPARATION w p Zi11
PER EVERY OTHER BLADE GLASS ORPFR o WW1 '�vi 3 b
�. Dooa o m (n 3 �
LIGHT-N-VIEW WINDOW
I su Y
_ �0 E MIN <z �o
o�F+O EDGE rl/2'MAX z w
8 N.T.S. EXTERIOR ELEV T 6 DISTANCE I}L I N N a
ZLnm
m00LO 3 16 1/4"MAX.FROM PIN GUIDEz z TO BU
m
a< 1/4-20 MACHINE BOLT W/NUT
5 w
r1 m 1/7' ACCESS 12"O.0 OR#14 x 3/4"SMS 6"O.C.
2.875"0 HOLE TO HOLE ,n w E
SPAN TUBE PER w
d � RECEIVE ROUND EMBED. DESIGN SCHEDULE -'ss27 8
WINDOW ASSEMBLY I 1/2' (2)6063-T6 ALUMINUM
� 1AX. ANGLES PER BEAM END,SIZE
I �1 n¢Rg EXISTING PER SPAN TUBE SCHEDULE Fri p� ce Ej
3 I HOST 1/4"0 THRU BOLTS SEE BEAM O z m .Q
m STRUCTURE SCHEDULE FOR REQUIRED NUMBERS C
a 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/B"MIN �/ m
d EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM T`\7 E
0.125" 0:125" SPACING,AND 3"MINIMUM EDGE DISTAUCE L\'•`E
m 0.032" 0.032" �- J•E Wy+
MAX.UESIGN LOAD=t 72 PSF 3 o g
0.196" 3 SPAN TUBE SECTION
N.T.S. VERT SECTION o
S
SPAN TUBE SCHEDULE ll�,
j 1 i 1 NUMBER OF
LL ALLOWABLETUBE NUMBER OF MINIMUM ANGLE
° I ANCHORSPER
S z.O ROUND TUBE SHUTTER SPAN THRU-BOLTS ANGLE LENGTH
R + SS WINDOW SIZE SPAN .. __-__ ___. ._....._._.._._
1._..__....__.__..
ASSEMBLY TOP BOTTOM 70P OOTTOM TOP IBOTTOM TOP BOTTOM
1 m TUBE TUBE TUBE I TUBE TUBE i TUBE TUBE TUBE o ,S �a66App
B6 2 3 3 ' '
60" 123.8" 135.2' 2 2 2
2"x5'k " .. ._.
101.7' 108.8' 2 - -7 7
0.125' .. _ U d
123' 09.8' 84.4" 2 2 J J 7' 7" {
60" 120.1- _157.0' 2 7. 2 J 4'
0.125" 06" 114.8° 124.1' 2 2 3 J 7" 7" -n1J
123" 102 0' 109,6" 2 2 4 4 10" 10" F22Fy
2 2 3 3 198.8' 7" 7 S
a 02.875" 03.250" �-}0.188" ' I 0.125' -06- 122.7- 155.7" 2 2 3 4 7'- - 10" ¢
K ,23" 116.4' 137.6" 2 3 4 5
'
gB 1 2'x10Y 80' 158.1' 240.01 2 2 3 4 _7° _10" 05 a +figi.
> 98" 140.6- 229.9- 2 J 4 8 10' 16" 8
29 LIGHT-N-VIEW WINDOW �� // B.,B75• 123" 1322' 203-1" -3 - -4 -5_-
COPYRf"TR
N.T.S, SABIC PLASTICS SLX1431T-UL-94HB / SPAN TUBE SCHEDULE NOTES: 19NIX L 9B04ADO vE.
x3 x 4 x x 4"ANGLES FOR 2"x5"&2"x6"BEAMS. 15-2339
a 2. USE 2"x5"xl/4"ANGLES FOR 2"x8'&2"x10"BEAMS.3. 8. SCALE:
s 4. TOP&BOTBEAM TOMEBEAMS MAY BE CHEDULE FOR USEDBTOGETHER OR IN COMBINATION WITH OTHER PAGE DESCRIPTION:
CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS.
S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND
BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, °99
ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OFTHE SPANS
8 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.6. LAP BEAMS ARE NOT 'ALLOWED. O
n 7. ALL BEAMS AND ANGLES TOE 6063-T6 ALUMINUM.
8 ,I
I
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ANCHOR SCHEDULE: CONCRETE)
' 2.5'MIN EDGE DISTANCE
5(IdnSUp TOfG0" `- 5pans'.UO'eT0Y8=3"
r^ LOAD 4 CONN TYPE`��-_ CONN`TYPEg' ' CONN TYPE lJ L°44
O ANCHOR (psQ CI C27 C3I C4 JXCSi 'Cl „C21, i C3 I C4 1 C5, Cl C2 I C3 C4 C5
TAPCON OR1ElC0 K431 16 0 16:0x1 15.0"16 0"16".0 11.1"16:0'1 .0" 13.0:16!0"16.0" 5.5" 14.5"
t I
UL CON WITH 1-3 k3 53 16,0"16.0"10.5"14.5"16.0"16.0"12.0 7.0" 10.5 16 0''IS.O" 7.5" 4.5"
EMBED(3142ps1«MINLOWC) 62 16.0"16.0" 8.5" 12.5"16.0' 7.5" 4.5" 7.5" 10.5' .�'. A ,QFN
L',•yh" 70_16.0"13.0" 7.0" 11.0"16.0"15.5" 8.0" 5.0" 7.5" 11.5"57.5" 4.5" 7.5" 10.5" i 14
COMBINATION
1/4"MILLENIUM MILLFAST 43 16,0"16.0"15.0"16.01.0 16.0"16.0" 16.0" 9.0" 13 5"16.0" 16.0" 8.5" 5.5" 9.0"113.5"1
2 x 5 ITYP. 9 / 100 COMBINATION
WITH 1-3/4"EI48ED(3275p1 53 16.0"16.0"11.0"15.0"16.0"16.0"11.0" 7.0" 10.5"16,0"13.5" 7.0" 4.5" 7.5" 9_5"
/ / 41U o 'I
MIN CONCRETE) 62 16.0"15.0" 8,5" 13.0"16.0"16.0" 8.5" 5.5" 9,0" 13.5"1-3-1 7.0" 4.5" 7.5" 9_5" 0 W 2"'X C i
70 16.0"12.0" 7.0" 11.0"16.0"14.0" 7.0" 4.5" 8.0" 10.5'13.5" 7.0" 4.5" 7.5" 9,5" >Q W CC w
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" L WM W u o
1/4'F.LCO CRETEFLEX 554 43 16,0"16.0"16,0"16.0"1fi3O"16.0"16.0" 13.5 16.0"16.0"16.0"12.5" 8.0" 13.0"16.0" tp
W/2"EMBED(3350ps1 MIN 53 16,0"16.0"16.0"16.0"16.0"16.0"16.0" 10.0"15.5"16.0"16.0"10.0" 6.5" 11.0"14.0" 1 x S TYP. 2 x 5(TYP. W ti 3 4 i
CONC W n 3 w
g 62 16.0"16_0"12.5"16.0"16.0"16.0"12.5" B.0" 13.0"16.0"16,0"10.0" 6.5" 11.0"14.0" N w 3 J
ylll>,L1A`A 70 16,0"16.0"10.5"16.0"16.0"16.0"10.5" 7.0" 11.5"15.0"16.0"10.0" 6.5"
o w
< 100 16.0"110.0" 6.5" 11.0"14.0"16.0"10.0" 14.0"16.0"10.0" 6,5" 11.0"14.0" / w
1"MIN EDGE DISTANCE NOTE, "S"INDICATES ANCHOR SCHEDULE SPACING. Cl"
Cl 62 .5 c4 6: Cl c2 ic3 c4 cs a cz c3 c4 cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: a
1/4"I7W TAPCON OR ELCO 43 16.0"16_0" 7.5_ 6.0" 16.0".16_0"16.0" 5.0" 5.5" 16.0"16.0" 9.0" 3.0" 4.0" 14.0" - C2 CONNECTION TYPE USING PIECE QO WITH OUTSIDE 1�
EMBEDLTRA(3 WITH 1-3/4' 13 16.0"16.0" 5.5^ 6.5" 16.0"16.0"12.0"� 4,5" 16.0"14.5" 7.5"/ 10.0" ANCHORS ONLY In
EMBED(3192D51 MIN CONC) 62 16,0"15.5" 4.5" 5.5" 16.0"'16.0" 9.0" 4.0" 14.5"14,5":7.5"
10.0" - C4 CONNECTION TYPE USING PIECE®WITH
70 1_6.0"12.5' 4.0" 5.0" 16.0"I5.0" 7.5" 11.0"14.5" i 10.0" OUTSIDE ANCHORS ONLY
„, ,100 14.5" T. x,14.5" 7.5"_ � 30.0"14.5" 10.0"1/4"MILLENIUM MILLFAST 43 16.0"16:0"11:0"13.5"16.0"I6,0"13.0" 6.5" 9.5" 16.0"13.0" 4.0" 6.5" 10.F5WITH 1-3/4'EMBED(3275p51 53 16.0"16.0" 8_0" 11.0"_16.0"Il6_0" 9.0" 5,0" 7.5" 16.0"105" 5.5" 7.5" ANCHOR NOTES:
MINCONCRETE) 62 16.0"11.5" 6.0" 9,0" L6.0"17.5" 7.0" 4.0" 6.5" 11.0"10.5" 5.5" 7.5" a 6 c
70 16,0" 9.5" 5.5" 8,0" 16.0"11.5" 5,5" 5.5" 0.5" 10.5" 5.5"/5,5" 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING
Fl t.•ly 10.5" 5.5" 5.5" 7.5"110.5"15.5 5.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE �•m ¢O M
•ILIMITED TO THOSE SHOWN IN TABLE 1(Pg 1).
S - 1-1/4"MIN EDGE DISTANCE p'v K
3 .� �.�' S.5" 7.5"
� 1/4"ALL-POINTS SOLID•SE7 - - " Cl C2 �C3 C9 CS Cl C2 C3 C4 CS 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, O zm<ro
H ANCHOR W/ CHI EMBED& ClI C2 C3 C4 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR v
1/4 20 SS MACHINE SCREW 43 16.0"16.0" B.5" 10.5"16.0'16.0"12_0:' S.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 Q
(3000ps1 MIN CONC) 53 I6.0' I5.0" 6.5 8.0" 16.0"16.0" B.5" 4.0" 6.0" 15.5"10.0" 5.0"j 4.0" 7.0" THAN OR EQUAL TO SHUTTER SPAN.
B 62 16.0"11.0"15.0" 7 0" 16.0"12.5" 6.5" 3.5" 50" 10.0" 10.0" 5.0" 4.0" 7.0"
•� 70 16.0 9,0 4.5" 6:0" 16,0"'0.0.5" 5.5" 3.0" 4.0" 8.0" 10.0" 5.0"/4.0" 7.0" 3, SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. c 3>
5
v 100 10.0'• 5.0^ 4.0" 7.0" 10.0" 5.0" 4.0" 7.0" 10.0" S.o" 4.D" 7.0'• 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW COPICRETE I g
m 1/4"ALL-POINTS SOLID-SET 1 3"MIN EDGE DISTANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER v
-- --•-- ANCHOR TYPEE,,BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE
ANCHOR W/7/8"EMBED& Cl C2 C3 C4 C5 1 Cl C2 ;C3 C4 CS Cl C2 C3 C4 C5 CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF
1/4-20 SS MACHINE SCREW 43 16.0"16.0"16.0"16,0"16.0"16.0"16.0"11,5"16.0"16_0"16.0 11.0" 7.0" 11.0"16.0" CONNECTION TYPE. O I
h (3000051 MIN CONC) 53 16.0"16.0"13.5"16.0"16.0"76_.0"14.0" 8.5" 13.5"16:0"16.0" S. 5.5" 9.5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE
•� 62 160"16.0"10.5"16.0"16,0"16.0" 11.0" 7,0" 11.0"16.0"16.0" 8.5" 5.5" 9.5" 12.0" ONLY.
n 70 16.0"15.0" 9.0" 14.0"16.0"16.0" 9.0" 6,0" 10.0"17.0"16.0" B.5" 5.5" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
100 16.0" 8.5" S.S' 9.5" 12.0"36.0" 8.5" 5.5" 9.5" 12.0"16,0" B,5" 5.5" 9,5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT
1/4"POWERS SS DROP-1 2-5/8"MIN EDGE DISTANCE _ _ LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
W/1/4-20 5S BOLTAND Cl
3 C4 CS 1 CI C2 .Cl C4 CS Cl C2 C3 C4 CS FINISHES.
R
� 1"EMBED 3000 s pp
a b'At�
( p I MIN 43 .0" 16.0"16.0"16.0" 14.0" 0.0" 12.5" 16.0"14,0" 7.5" 5.0" 8,0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS
N CONC) 53 5" 14.0"16.0"16,0" 9.5" 6.0" I0.0" 16.0"11.5" 6.0" 4.0" 7.0" 8.0" VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADE�QUA'TE W000 FRAMING 5e6
62 5" 12.0"IC&Ri. z5" 5.0" 8.5" 11.5"11.5" 6.0" 4.0" 7.0" . MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FORSIDE CLOSURE PIECES.70 5" 10.5"16.0";12,0" 6.0" 4 0" 7.5" 9.0" 11.5'_ 6.0" 4.0" 70 80"100 11.5" 6,0" 4.0" 7.0" 8.0" 11.5" 60" 4.0" 7.0" B.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER
__ 3-1/2-MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF N014INAL 2"x 4"(MIN.)WOOD STUD.3/4"4-POWERS SS
CONC) 53 160"160"]05" 54 " EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALLW E1/4-20 S BOLDIRMIN IN 43 16.0'•160"150"160"IfiO" CI C2 'C3 C4 CS Cl C2 C3 U CS HAVE PHILLIPS PAN HEAD TA HEX HEAD.0' 7.0' 8.0'
11
MBED
m W/1/4-20 SS BOLT AND CI C2 C3 C4 CS
16.0'•14.5" 9.0" 13.5"16,0"15,0" 7.5" 5.0" 9.0" 12.0" 5
9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/7."F:NGAGEMT:NT OF THREADS IN 8
,A _ 16.0"_10.0" 6.5" _10.5' 16.0"12.0" 6.0"_ 4.0"4�7
BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER p• @
5.0" 12,0" 6.0" 4.0 HEAD(SIDEWALK BOLT),U.O.N.-G . . . . . _" 6.0" 4.0"" " " 7.5" 8.5" 12.0" 60" 40" 75" 85" 120" 6.0" 4.0" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. s 9
�i q{
2-MIN EDGE DISTANCE = DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, '2,
#12 SMS W/2"EYEWALL CI C2 C3 C4 C5 Cl C2 C3 C4 CS CI C2 C3 C4 CS NUT OR WASHER WINGNUT. CWflapxliPUIXLBWwtDOP.E
ARMOR INSERT W/2'EMBED q; 16.D"iG.O"11.5"14.0"16.0"16.0 16,0" 7.5" 10.0"16.0"16.0" 9.0" 4.5" 6.5" t3.5" 1l. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 1 CJ'_233g
(2000ps1 MIN CONC) .__
53 16.0"16.0" 8.5" 11.0"16.0"16.0"11.5" 5.5" 8.0" 16.0"14.0" 7.0' 3.5" 5.5" 30_0"
62 16.0"15.0" 7.0" 9.5" 16.0"16: 9.0" 4.5" 6.5" 14.0"14.0" 7.0" 3.5" 5.5" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO SCALeI
's 70 16.0"12.0" 6.0" B.0" 16,0"14.5" 7.5" 4.0" 6.0" 10.5"14.0" 7.0" 3.5" 5.5" 10.0" DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL PAGE DESCRIPTION:
CONCRETE SCREWS TO HOLLOW BLOCK
100 14.0" 7.0" 3.5" 5.5" 10,0" 14.0" 7.0" 3.5" 5.5" 10.0"14.0" 7.0" 3.5" 5.5" 10.0"
-.......
#12 SMS W/2.75"EYEWALL 43 IG.O"16.0"16.0"16.0"16.0" 16.0" 16.0"10.0"14.0"16.0"16,0' 11.5" 6.0" 9.5" 16.0"
AR14OR INSERT W/2.5' S3 16.0"16.0"12.0"16.0"16.0"16.0"15.0" 7.5" 11.0" 16.0"16.0" 9.0" 5.0 8.0 13.0" P99
EMBED(2000ps1 MIN CONC) 62 16.0"16,0" 9.5" 13.5"16,0"16.0"11.5" 6.5" 9.5" 16.0"16.0" 9.0" 5.0" 8.0" 13.0"
70 16.0"16.0" 8.0" 13.5"16.0" 5.5" 8.5" 14.0"16.0" 9.0" 5.0" 8.0" 13.0" O
5 100 16.0" 9,0" 5.0" 8.0" 13.0" 16.0" 9.0" 5.0" B.0" 13.0"116.0" 9.0" 5.0" 0.0"
a
i
I I •.
it
D9a NN ;����
ANCHOR SCHEDULE: CONCRETE (CONT.) E,-,• ,C�g92-3/16"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE .'75/16"I7v!TAPCON XL WITH 47 16.0"16.0'Cl I cc016,0"S6 moans Up To B'-J" Spans Up To]Y-0" Spans Up To 6'•0" moans Uo Ta 8'-3" Spans Up 70 12'-0" no �"'
LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE
O ANCHOR
Spans Up 70 6'•4 CS ClC2 1 C3 C4 C5 ClC2 C3 C4 C5 ClC2 C3 C4 C5 CS C2 C3 C4 CS Cl C2 C3 C4 CS
z
C3 I
1-3/4'EMBED(2B99psl MIN 53 16.0"16,0''14.0"16.0"16.0"16;0"16.0"112.0"116.0-116.0"16.0"11.0" 7.0" 12.0"16.0"16.0"16.0"16.0"116.0"116.0"116.0'.16.0"12_5"16.0"16.0::16.0"11.5" 7.5" 12.0"I6.0" • T f1C� ,
,C `NN
'0"16.0"16;0"34.5" 9.01,114.0"116.0"16.0" 9.0" G.0" 10.0"12.5"16.0"16.0"14.5"Sfi.0"16.0"16.0"15.0" 9.0" 14,5"16.0" 9.5" 6.0" 111,5"13.0"
CON a�� 62 16.0"16.0 11.5"1:0"16.0"16:'.0"IL.S" 7.5" 12.0"16,0"16.0" 9.0" 6.0" 10.0"12.5"IG,0"16,0"11.5"16.0"16.0"16,0"11.5" 7.5" 12.0"16.0"16,0" 9.5" 6,0" 10.5"13.0"
C`- 70 16.0"15.5" 9.5" 15:0"16.0"16',0" 9.5" 6.0" 10.5"I7.5"16.0_ 9.0" 6.a' 10.0"12,5"16.0"16.0"10.0"15.0"16.0"16.0"10.0" 6.5" 10,5"14.0"16.0" 9.5" 6.0" 10.5"13.0"
._ -_ _
100 16.0" 9.0" 6.0" 10.0"12.5"16;0" 9,0" 6.0" 10.0"12.5"16.0" 9.0" 6,0" 10.0"12.5"16,0" 9.5" 6.V110.5"11367. 16.0" 9.5" 6.0" 10.5"13.0"16.0" 9.5" 6.0" 10.5"13.0"
5/16'ELCO ULTRACON WITH q3 16,0"16.0"16.0"16:0"1�6
16.0"13.5"16.0"16.0"16.0"12.0" 8.0" 13.5"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"15.0"IG.0"16.0"16.11"13.0" 9.0" 16.(I"16.0" jJl�
1-3)4'IMBED(3500ps1 MITI 53 16.0"16.0"16.0"16.0" 15.5"10.0"16.0"16.0"16.0" 9.5" 6.5" I1.5"13.5"16.0"1G.0"IG,0"16.0"16.0"16.0"16.0"11.0"16.0"16.0"16.0"10.5" ).5" 12.5"15.0" _
CON
C .._.__ __62 16.0"16.0"12.5"16.0" 12.0" B.0" 14,0"16.0 " 11.5"II.S'16.0"16.0"140"16.0" . . 9.0t5.0 16.0"16.0"I0.5" 7.5" 125.0" rn 11"-L7_ ___ _70 16.0"16.0"10.5"16.0" 1D.0" 7.0" 12.0"14.5"16.0" 9.5" 6.5" 11.5"17.5"16.0"16.0"11.5"16.0"16.0"16,0"11.0" 7,5" IJ3 0"16.0"16.0"10.5" 7.5" 12.5"15.0" U 03 8 W�7100 16.0" 9-5" 6.S' 11:5" 9,5" 6.5" 11.5"13.5"16.0" 9,5" fi.5" 11.5"1J.5"L6.0"10.5"�7.5"112.5"115.01-116.0"110.5" 7.5" 12.5"15.0"16.0"10.5" 7.5" 12,5"]5.0" Z ry p o
1/4"304 55 POWERS TAPPER _ 1-1/2"MIN EDGE DISTANCE _ 3'MIN EDGE E_DIS_TANCE_ _ W _1 z
W/1-3/4"EMBED(3000ps1 Cl C2 C3 r4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl I C2 C3 C4 CS N 3
4 MIN CONC) 43 16.0"14.5" 6,5" B.5" 16.0"1215" 7.0" 4.0" 6.0" 12.5" 7.0" 3:5" 4:0" 5.5" 16.0"16.0"13016.0"16.0"16.0"14.0" 8.0" _12.0"16.0"14.5" 7.5"=6
.5" 8,0" 11.5" x
6 _. _
53 14.0" 9.0" 4.5" 3.0" 4.5" 9.0" 6.0" 3.0" 3.0" 4,0" 16,0"16.0" 916.0"16.0" 9.5" " " " " 6.0" 4.0" 6.5" 8*55 H bai6211.5" 6.5" 7.5" 5.5" 120" 7,0" 3.5" 4.0" 6.0" 6.0" 3.0" 3.0" 4.0" 16.0"17.0" 716,0"14.5" 7.5" 5.0" B.0" 12.0"12.0" 6.0" 4.0" 6,5" B.5"70 9.5" 5.0" ].0" 5.0" 10.0" 6.0" 3.0" 7.5" 4.5" 6.0" 3.0" 3.0" 4,0" 16,0"10.5" 6SG.0"12.5" 6.5" 4.0" 7.0" 9.0" 12.0" 6.0" 4.0" 6.5" B.5"
100 6.0" 3.0" 3.0" 4.0" 6.0" 3.0" 3.0" 4.0" 6.0" 3.0" J.0" 4,D" 12.0" 6.0"
4_9'_'_ 6.S' 8.5" 12.0" 6.0" 4.0" 6.5" 8.5" 12.0" 6.0" 4.0" 6.5" B.5"
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK m
II
H 1 1"MIN EDGE DISTANCE _ 2.1/2"MIN EDGE DISTANCE w k
G t LOAD Spans Up To V-0" Spans Up To 8'•3" Spans Ll To 12'•0" Spans Up To 6'-0" Spans UD To B'-3" Spans Up 70 12'-0" y�J W 49 x
(PO) CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE K m
d s ANCHOR Cl C2 C3 C4 CS CI C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl CZ C3 C4 C5 Cl C2 C3 C4 CS C1 C2 C3 C4 CS y p m
1/4"ITW TAPCON WITH 43 8.5" 7.0" 3.5" B.5" 6." 3.5" 6,0" 3.5" 11.5"10.0" 5.0" 6.5" 11.5" 8.5" q.5" J•0" 4.5" B.5" 4.5" 3.0" 4.0" 7-c a O M
1-I/4'EMBED SJ 7.0" 4.0" 7,0" 4,5" 4.5" 9.5" 6.0" 3.S' S.0" 9.5" 6.0" 3.0" 3.5" 6.0" 4.0" O-,� awl
62 5.5" J.0" 6.0" 5,0"
70 4.5" 6.5" 4.0"- 3.0" 4,0" u
100 4.0" ��� 4,0" 4.D"
1/4"ELCO ULTRACON WITH 43 13.0"10.5" 6.5" 13.0" 9.b" O
"8
1.1/4EMBED 53 10.5" 6.5 L0:5" 6.5 6.5 10.5" 6.5" 3.5" 5.0" 10.5" 6.5"; 3.5" 3,5" 6.5" 4.0" 3.0" •E 3
e 62 8.5" 9.0" 8.5" 4,5" 4.0" 9.0" 5.0"� 4.0" 4.0" 3.0" o g
70 7.0" 7.5" 7.0" 3.5" 3.5" 7.5" 4.5"; 3.0"
T 100
S O FIUM 4I 43 12.5"10..5" 12,.5" .0" 5. 3.0"
In ANCHOR W/1-1/4"EMBED53 . . 4.5
.
v
6.5"� 6.0" 4.0" 11.0" 6.5" 4.0" 5.5" 11.0" 7.0"� 4.0" 7.0'• 4.5'• o
62 8.0" 5_0" 4,5" 4.5" S
._. LL.. I1
^! U 70 6.5" 7,0" 4,0" 4.0" 7.5" 4.0" 4.0" 8.0" q,5" 4.5"
6 Z 100 4.0" 4.0" 4.0" 4,5" 4.5"
.o % "
1:1/4'MIN EDGE DISTAN
u' 3 1/T ALL-POINTS SOLID-SET67-t4
� CE _____ _ ___7. MIN EDGE DISTANCE
s 9 ANCHOR W/7/B"EMBED B C1 3 C3 t4 CS Cl C2 C3 C4 I CS Cl C2 C3 C4 CS CI C2 C3 C4 CS C1- C2 C3 U CS Cl C2 C3 C4 CS S
O 1/4-20 SS MACHINE SCREW 43 15.0"13.0" 5;0" 6.0" 15.0'. 11!0" 6.0" 3.0" 4.0" 11.0" 6.0" 3.0" 5.0" IG.0"IG.0" 8.5" 10.0"16.0"16.0"10.5" 5.0" 7.0" 16.0"11.0" S. 3.0" 4.5"
_ __ _�..__. -- p
N x 53 12.5" 7.5" 3.5" 4.5" I2.5" 8.0" 4.0" 3.5" 8.0" 5.0"% 3.5" 16.0"17.0" 6.0" 8.0" 16.0"14.0" 7,5" 4.0" 5.5" 13.5' 9.0" 4.5" 4.0" 6.5" nX
. _ .. .___ .._-_.. g
„ 62 10,0" 5.5"% 4.0" 10.5" 6,5" 3.0" 5.0" 5.0" 3.5" 16.0" 9.5" 5.0" 6.5" 16.0"11.0" 5.5" 3.0" 4.5" 9.0" 9.0" 4,5" 4.0" 6.5"
.1-0 70 B.5" 4.5" 3.5" 9.0" 5.5 q,0" 5.0" 3.5" 14.5" B.0" 4.0" 6.0" 15.5" 9.5" 4.5" 4.0 7.0" 6.5" € as
_-. -_
F 100 5.0" 3.5" 5.0" 3.5" 5.D" 3.5" 9.D" 4.5" 4.0" 6.5" 9.0" 9.5" 4.0" 6,S' 9.0" 4.5" 4.0" 6.5"
" 4"MVI_EDGE DISTANCE € Y
� 5/16"ITW TAPCON XL WITH ..__ i i '3"MIN EDGE DISTANCE
m
1-314-EMBED Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 CS CZ C3 C4 I CS I Cl C2 C3 C4 I CS I CI I C2 C7 C4 CS ��p2
'0 43 16.0"T.
9.0" 12:0"16.0"14.0" 7.5" 5.0" 8.5" 14.0" 8.0 4.0" 3.0" 5.5" 6.5" a
53 15.5" 9.5" 6.0" 5.0 6.5" 10.0" 6.5" M1.5" q.5" 9 eF5
13.0" 7.0" 4.5" M- 4
.0" 13.0" 8.0" 4.0" S.5" 6.5" 6.5" 4.5" 4.5" @6ppq
70 10.5" 5.5" 4,0" 7.0" f1.0" 5.0" 5.0" 6.5"
r q �e.
100 6.5" 3.0" 4.5" 4.5" 6.5" 4,5" M1.5" 6.5" 4.5" 4.5"
119/16-MIN EDGE DISTANCE 3-1/e^MIN EDGE DISTANCE
1-1/4"EMBED
5/I6"ELCO UITRACON WITH Cl C2 C3 C4 CS Cl C2 C3 C4 CS Gl C2 O C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS COPYWGH!FFR1W6L BEIPUPLO P.E.
q3 12.0"10.0" 8.5" 16.0 16.0 8.5 11.0"16.0"15,0" B.5IN15.0' 8.5" 7.00" 8.5" 16.0"ll.o" 7.0" 15-2339
7.0" SCALE:6.0" 12.0" 7.0" " PAGEpAGE DESCRIP71oN��7.0"
i I 99
ANCHOR NOTES:SEE SHEET 0
S 9 FOR ANCHOR NOTES.
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ANCHOR!SCHEDULE: HOLLOW CONCRETE BLOCK
_ 2"MIN EDGE DISTANCE O� '' I��",•
�j Soans UD To S'-0" Soans Uo To 8'-3" ,Spans UO To 12'-0" x'
LOAD CONNTYPE CONN TYPE CONN TYPE ��yy c
s ANCHOR (Fs0 'C3 C2 C3 C4 CS Cl C2 C3 C4 CS CF CZ C3 C4 C5 3 o.•t6.5I
#12 SMS W/21 EYEWALL 43 16.0" 16.0" 7.5" 9.0" 1610"15.5 8.5" 4.5" 6.5" 15.5" 8.5" _.�.
3 ARMOR IN5Ekf W/1-1/4" 53 16.0"10.i" S.D" 7.0" 16.0"11.0" 6.0" 3.5" 5,0" 13.0" 7.D" 3.5" 3.5" 5.0" S '
EMBED I 62 14.0" 7.5" 4.0" 6.0" 14.5" 9.0" 4,5" 4.0" 7.0" 7.0" 3.5" J.5" 5.0" 2 A•, A w F
°m 70 11.5" 6.0" 3.5" 5.5" 12.5" 7,5" 3.5" 3.5" 5.5" 7.0" 3.5" 3.S" 5.0" .�9p�;•
x tF
I; I 100 7.0" 3.5" 3.5" S.0" 710" J.5" 3.5" 5.0" 7.0" 3.5"/3.5" 5.0" '�ii��/�' .•..C\ O�y�g
ANCHORI,SCHEDULE: WOOD (G
I! 3/4_"MIN EDGE DISTANCE Pjt Q C6
G (i I Spans Up To 6„t_-0" Spans Ud To B'-3" Sons Up To 12'-0" I�J 4 u m§IZ.
0 O LD o-
LOAD CONN TYPE CONN TYPE CONN TYPE i�LL�['1 rg C,o S
O ANCHOR w
x 1 (psB Cl C2 CJ CA C5 C1 C2 C3 C4 CS C1 C2 C3 C4 CS W W,3
1/4"LAG SCRE',V WITH 3.314" 43 16.0"I6.0"L4.0
12.5"16.0"16.0"16.0" 7.S' 9.0" 16;0"16.0"14.5" 4.5" 6.0" 1 3
g 6.9-
MIN THREAD{'ENEIRATION S3 16.0"16.0" 10.p"16.0"16.0"16.0" 6.0" 7.0" 16.0"16.D"51.5" -0.0" 5.0" 16.0" W W P
I6,0"16.0" &5" 16.0"16,0"14.5" S.0" -0.0" 5.0" 16.0" ul
70 F6.0"16.U" 7.5" 16.0"16.0"12.5" 4.0" 5.5" 16.0"16.0"11.5" 4.0" 5.0" 16.01' 'i a
,5° 100 16.0"11.5" 5.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0"
7j16"WOOD BUSHING WITH 43 16.0"16.0" 10:0"16.0"15.5_' 8S" 4,S' 7.0" 15.5" 8.5" 4.5" 4.5" 7.0"
1.13"MIN EM9ED B 1/4.20 I53 160"105" 8,0" 16.0" 11.0" 5.0" 3.5" 5.5" 11.0" 7.0" 3.5" 4.0" 5.0"ry SS MACHINE SEREW 62 24.0" 8.0" V 14.5" 9.0" 4.5" 3.0" 4.S" 710" 7,0" 3.5" 4.0" 5.0", 70 12.0" 6.0" . S.S" 12.5' 7.5" 3.5'V11 4.0'_ 5.5" 7.0" 3.5" 4_0_ 5_0"
p i�tl1 100 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" 7.D" 3.5" 4.0" 5.0"
3 #14 SMS OR#19 WOOD 43 16.0"16.0" U.S.,14.5"16.0"16.0"16,0" 8.0" 10.0"16.0"16.0"13.5" 5.0" 7.0",16.0"
SCREW WITH 13J4"MIN l 53 16.0"Sb.O" 9.0" Si.5"t6.0"16.0"15.6" 6.0" 8.0" 16.0"36.6" 9.5" 4.0" 5.5"
d THREAD PENETRATION 1 62 16.0"16.0" 7.5" .9.1:' 1.0"16.0"11.5" 5.0" 7.0" 16.0"16.0" 9.5" 4.0" 5.5" 13.0" o
" ANCHOR SCHEiDULE� WOODS,. GD-10.•42}10.0" 5.0-' 14,D..160•• 9;5„ 4.0" 5.5" F3.0" �n �M
_.-
100 .5" 13.0"16.0" 9.5" 4.0" 5.5" 13.0" 6 O n
A �zm6±
{ - ��yypyy
3/4"MIN EDGE DISTA14CE
grj I Soans Uo To 6'-D" Snans Un To 8'-3" Spans UD TD 12'-0" ��'"• Iy�0
$ G V LOAD CONN'
CONN TYPE CONN TYPE S
O((�� ANCHOR (psf) Qo g
o x G Cl C2 C3 C4 CS C1 C2 CJ CA CS C1 C2' C3 I C4 CS
6
114-LAG SCREW WITH 1-3/4" 43 16.0"16.0" 16.0" 9.51• 3.5" 4.5" ISXO
MIN THREAD PENETMTION 53_16.0"16,0" 6.5" 8.0" 16.0"16.0"12.5" ' 16.0"15.0" 7.5' 3.0" 4.0" 11.0" Tp
4 I 62 16.0"26.0" S.
6.5" i6.0"16.0" 4.5" 3.5" 5.0" 15.0"55.0" 7.� 310" 4.0" 11.0"
< v 7 .. \�I
--+-'1LTSll1U'8 70 t6.0"13.5" 10.5" 6.D" 16.0" 16.0" B4O" 3.0" 4,0" 11.5"15.0" 7.5" 3.0" 4.0-111.01,
Q
100 15.0" 7.5" 3.0" 4.0" 1110"25.0" 7.5" 3.D" 10.0" 3IA"15.0" 7.5" 3.0" 4.0" 11.0"
914 SMS OR 14 WOOD 43 16.0"16.0" 8.5" 10.5"16.0"16.0"12.5" 5.5" 7.0" 16.6"13.0" 6.5" 3.5" 5.0" 10.5"
SCREW V/ITH -3/4"MIN , 53 16.0" 16.0" 6.5" 8.0" 16.tl"16.0" 8.5" -0.D" 5.5" 16.0"10.5" S.5" 2.5" 4.0" 7.5"
THREAD PENEiRAttON I 62 16.0" 7.0" 16,0"13,0" 6.5" ].S" 5.0" I0.5"100.5" 5.5" 2.5" 4.0" 7.5"
70 16.0" 9.5" 4.5" 6.0" I6A"1110" 5.5_ 3.0"1.4.0" 8.0" 1".. 5.5" 2,5" 4.0" 7.5" EEE
100 23 4.0" 7.5" 10.5" SS" 2,5" 4.0" 7.5" 10.5" 5.5" 2.5" 4.6" 7.5" c ad22 ,@
ANCHORI SCHEDULE: GROUT-FILLED CONCRETE BLOCK b q€
tt _ 4'MIN EDGE DISTANCE __ 6
GLOAD Soans Up To 6'-0" Spans Up,To 8'-J" Soans Uy To 12'-0" ¢ I$4E
IPO CONN TYPE CONN TYPE a
CONN TYPE 3 f ll
z = ANCHOR i1 Cl C2 C3 CA CS CI C2 G3 C4 CS C1 C2 C3 C4 C5 �
5116"ITW TAPCON XL W/ 43 16.0"Fb.O_'16.0"i6.Q"36.0"1fi.0"16.0" 15.0"16.0"16.0"16.0"1510" 9.0_' 14.0"3610" yya, S
,ry 2-1/4'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"12.0" 7.5" 12.0"16.0" xi
1 62 16.0"16.0"14.0" 1610"16.0" 15.0" 9.0" 34.0"16.0" l6.0"12.0" 7.5" 12.0"F6.0" d _
E >f j 70 16.0"16.0"11.5" 1610"16.0"16.0"12.5" 8.0" 12:5" 16.0" 1610"12.0" 75" 12.0"16.0" tI
100 16.0"12.0" 7.5" 12.0"16.0"16.9" 56.0"12.0" 7.5" 12.0"16.0" 3 E
o S/16"ELCO ULTRACON W/ 43 16.0"16.0"10.5"14.0"16.0"16,0"10.5" 6.5" 9.5" 16.0"II.O" 5.5" 6.5" 9.0" ca+ttaoxt FlwaL9[h'RvaioPE.
O 2.1/4•MIN.E BED 53 16.0" 13.5" 7.5" 11.0"t6.p"14 A" 7.5" 17.5" 9.0" 6.5"
m 1 62 I6A"iD.O" 6.0" 4.0" 16.6"11.0" 5.5" 6.5" 4.0" 9.0" 6.5" 15-2339
OIcy+ ! 76 15.0" 8.0" 5.0" 8.0" 15.5" 9.5" S.5" 7.0" 9.0" 6.5" SCALE:
q _ ; 100 910" f 5.5" 6.5" 9.0"f 5.5" 6.5" 910" 6.5" PgGE pE5CR1PT]ONt
_.
5 V (I 2'MIN EDGE DISTANCE
-CI 72 C3 CA CS Cl C2 .C3 _C4. CS CF_ C2 _C3
R32 SMS W/2"EYEWAl4 43 16.0"16.0" 9.5" 11.5"16.0"16.0"14.0" 6.0" 8.0" 16.0"14,5" 7.5" 3.5" S.5"
ARMOR IN5£R W/2•EMBED 53 16.D"16.0" 7.0" 9.0" 16.0"36.0" 9.5- 4.5" 6.5" 16.0"11.5"
62 16.0"13.0" 5.5" 7.1" 11
14.5 7.1 3.5
" " S.5" 12.0"11.5" 6.0" 3.0" 4,5" 8.5" ANCHOR NOTES:SEE SHEET
I6.0"12.5" 6.5" 3.0" 4.5" 9,0" 11.5" 6.0" 3.0" 4.5" 8.5" 9 FOR ANCHOR NOTES.
100 13.5" b.0" 3.0" 4.5" B.S" 11.5" 6,0" 3,0" 4.5" 8.5" 11.5" 6.0" 3.0'• 4.5" 8.5"
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