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i 'lllif 1 d ZO
FL# FL13757-R5
Application Type Revision
Code Version 2014
Application Status Approved
v;
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 12/31/2016
Validated By ORLANDO L. BLANCO,P.E.
SO Validation Checklist-Hardcopy Received
Certificate of Independence FL13757 R5 COI IndeD 2.Ddf
FL13757 R5 (.-'QIIndex 3 Rdf
FL13757 R5 COI Index Ddf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2006
ASTM E1996 2005
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
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Florida Building Code Online Page 2 of 2
-Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL13757 R5 Equiv Equiv 2.pdf
FL13757 R5 Equiv Equiv 3.pdf
FL13757 R5 Equiv Equiy.pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/21/2015
Date Validated 04/29/2015
Date Pending FBC Approval 05/06/2015
Date Approved 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 Dwq.pdf
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.pdf
pan//'pressure combinations and additional limitations of Created by Independent Third Party: Yes
1377725 2?? 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System
Limits o se Installation Instructions
Approved for use in HVHZ:Yes FL13757 R5 II Dwq 2.)d
Approved for use outside HVHZ:Yes Verified By: Frank L. Bernardo, P.E. PE0046549
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See installation drawings for allowable FL13757 RS AE Eval 2.pdf
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 Dwg 3.pdf
Approved for use outside HVHZ:Yes Verified By: Frank L. Bernardo PE-0046549
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: +110/-128 Evaluation Reports
Other:See product drawing for additional information, FL13757 R5 AE Eval 3.pdf
anchorage,etc. Created by Independent Third Party: Yes
' Baclt Next
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovrlght 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:
ECtc., CM
u�ruritva;t:'rtt rc:s
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6.8 STREAMLINE SHUTTER �04
a,PE
i4' ,
GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ i'
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING = N . 6
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 WIDTH p AN Q
MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. �
SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION 'y��0�� f» (4,�o
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE flu ,..
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE,PRESSURE �f� O• '�
REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE TOP 7RACYli�7 -fie
FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN I I�►Aye
PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. w= x
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. <U w
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 ZQ
SAFETY FACTOR. N p o g
5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WINDW .w A 3 8
ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW 3 m
CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. N 3
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND z y 'R
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. N W ?o
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE
g DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR x a
WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 n
SHALL BE USED.
z rz
S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC
=a n
SITE. N"
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
PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER O ygTM
61G15-23 R THE FLORIDA TSARADMINISTRATIVEUIBL CODE. ��� 6q, (��
e 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO DI APPLIED BY THE CONTRACTOR PROVIDED THE �!°°A"f. 1��a
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM .�O M
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. o� c
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL �� z m
DOCUMENTS, HURRICANE PROTECTION O a z�
12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING. BOTTOM c u
OFFICIAL MAY REQ%IRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED,DATED AND TRACK
SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE �i o
DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS//HER APPROVAL. LOCKING MECHANISM,SEE 3
13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FbLLOWING MINIMUM TYPICAL PLAN VIEWS c S
INFORMATION: TOWN&COUNTRY INDUSTRIES a
FORT LAUDERDALE FL TYPICAL ACCORDION
MISSILE LEVEL D-ASTM E1886,E1996&E330 1 SHUTTER ELEVATION
TAS 201 0
ILDIPS
FLORIDA B G CODE APPROVED TABLE Z.° 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
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 3/1610 5052
ALUM.ALLOY.
16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL o a g
' BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ 1 FACILITIES
5 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SHUTTER 9 $
18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS,
19, MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS s2 ,
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. <_30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE
21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE e I
22. SHUTTER MAY BE INSTALLED WITH UP TO(2 ADDITIONAL BLADES OF SLACK.
23. SEALANT SHALL BE USED ON ANCHORS OR RACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4" 1-5/8" 2-3/8" 1-5/8" 11
TABLE 1° 99" 3-1/2" 1-7/8" 3-5/8" 1-7/8"
' 120" 4-1/8" 2° 4-1/4° 2° a � §
TABLE 1 NOTES: 1
1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8" 2" 5"
ACCORDION SHUTTER SHUTTER SPAN SCHEDULE*ABOVE ARE
• MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES:1.
SPAN SCHEDULE ADE COUNTY AND BROWARD COUNTY FLORIDA.
AT EACH RESPECTIVE SHUTTER SPAN. 2. HNON=HVDHZI DEFINED AS ALEFNED AS DL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY COVOWFPNRLBMOMP.E
POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER PLaRT677' 15-2339
SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND scnLe:
SPAN PRESBETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A
SURE PRESSURE PA°¢scwPnox:
.s DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30".
_ Ptd (PSF) SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF HE HVHZ WITH SPANS LESS THAN 30"SHALL
HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8".WHEN>30'
ABOVE GRADE. ril
170th S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE
53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED.
ti 144" 43 40 6 E1EP9 RATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM
t
8
PROJECTION VARIES \``",� �t �/,AROo,P.E.
2.874° 4.874°MAX. � ,•IUQI^.,,,'i��i
0.115" � `, ••
-r 0.080" p Y
$ 0.125" 0.062° 0.450" ry
0 1.708" 0.100" �-1.630 0.062"
�^ 1.708° 0.100" N
N 0.080" 0.063" • I.J* g
0.195° 0.096" I 0.195" o _r 2,820" tli
A - -� L ( 0.060 0.070" 0.060" 0.062" 1908" O•U-741 -40-iol
t" 0.630° 0.630° 1,993"0.630" 0.062' 0.630° .062' •nom I I0.14 0.096" 4t---L-" .069"-{ Y-10.971" F 0.971"� 0.143" ////
TI 0 060" m,
I 0.062" -L I . Lp,Zpp^ 0.06 i. 70" 0.630" a�"� ui69" }-1.069-{ 0.630" 0.06.J..'' 0.062 1 J ¢W' a
I Lm�ult
SUPPORT LEG OPTIONAL 0.0620 x1.069"-� 0.062" LO.200" W
5.745"MAX. �-•1.069"-I w 3
5.745"MAX. N V m 3 x
Oj WALL O BUILD OUT WALL O3 STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL w
SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE O
a
WHERE SHOWN,SCREW BOSSES
&FELT GROVES ARE OPTIONAL
ON ALL EXTRUSIONS
m
�i 0--.tt87--4"� ft65 0.875"
1 2.195" 2.195" 1.230-
(171
1.229" 60" a0.75' O � �+ e-4_2.655' N 7 nP,52.362" z069" - .i o ce
0.105" f I m 4.64°lwu� •� "' i :n n 4.510"Fl_i�
0.075" 0.075"4.510" _u
0.994"-� 0.044" E 3 g
m - -�- NOTE:TESTED THICKNESS OF a m
0.761• - q,530" � 0.07" " BARE METAL W/O PAINT IS 0.039"
O SILL O SILL ADAPTER O EXTENDED SILL �p EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM 13 6.B STREAMLINE SLAT/BLADE •
g SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE
y SCALE:HALF Sf2E
6
"g 00.477"
0.080.590"0.143° 0.143" 0.341" "�O6 0
.070- .570 0510" 0.245"
1.708
q5
g
0.143° 0.096" 0.060° T
4.753" zo
-�_ 0.115" ®0.090" 0.117^ 6
0.090"Nd_
• 4.510"� .: ri 0.096" m k® n
}-0.160" n I 0.080'
0.662"P:2.22"71
0.6O.OfiO°°•� 2
J ....11 COPfMWERAM(LBERMCOPE
PP o.o4a" o.zz7• 10.693^ 15-2339
NOTE:THICKNESS OF BARE �--1.625"•--� 0.420" SCALE: -
_ METAL W/O PAINT IS 0.039" PAGE OESCRIpT1 N:
15 6.8 STREAMLINE STACK r6 RADIUS CEILING HEADER/SILL 17 6.8 STARTER WALL SILL CLIP WALL SILL
SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE
rill
IItIU
1.950" \\\d EoouEaytA�G��q�}f"� .e,
L 0.125" 280"J�1 NYLON WASHER OR LIY
�1 0.610° STAINLESS STEEL I
ASSEMBLY 4 0" ALUMINUMa ,••� i /�
T 0.320"0 HOLE `o w x0.050" 0.357"
o N 0.276° D•
Nw N #10x7.3/4'410 Hi S.S.
0 0.880 NYLON g a o. ro INSERTS SCREW W/TC ULTRACOTE �- 0.591°
ri p,p WHEEL O U.1 INTO COATING
1
"1.IOD°-{ )-0.240" I r TRACK (TYP TOP&BOT N 0.062"
I 1 TYP.AT EVERY OTHER --II-------- 0.750" 7/16"08x1/2"@ INTERIOR JOINT TOP ,.{ �,
r 5'MAX. INSIDE JOINT AT TOP. O'870" 7/16°0 x 1"@INTERIOR JOINT BOTTOM 0.154^ T4137"
CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIORax
ANGLE HOUSING-ZINC DICAST,POWDER COATED >U�W
19 22ROLLER ASSEMBLY O BUSHING ASSEMBLY DETAIL O BOX CENTER INSERT a z `
SCALE.HALF SIZE 24 26 ug4
SCALE.HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE.HALF SIZE SCALE:HALF SIZE w ro 3 w
OR KEY/THUMB TURN OPERATED INSIDE. Z
f }o.zso^ 23 BRASS PUSH LOCK W 3 r Wr 3 m
SCALE:HALF SIZE U18 3 y
80.155" 1.978" LU
2.125" O g
80.500"
4.000° 0.236' 1.742 0.286° 1.603° a
0.500" 1.710" 1.224" 0.267"
0.623"
c
0.790" 0.090' in 0.531" 0.531'
N0.319"
r.i 0.064" M on' 0.28 " 1.6i o
2.250°� f° 'T-
Qn, 26 ro
0.250' 0.607" 0.607°0.118" ri `♦G:to in=+" fn ^:4 �-0.224" m K?2.000" 0.060" 0.240" .n wm.... w =~o�27RAINGUARD 28 DECORATIVE FLOOR TRACK6" +I- + rO z� aa°ggC
SCALE:HALF SIZE SCALE:HALF SIZE 0.160' 0.062" 0.222"1 r 00 062" 0.176" V
1.001 0.062"
g 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER
L SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE �.✓, o W o
c
u -1{-0.062" 3 c g
B 5.500'x 13/16"WIDE ;'--F 0.400" �5 .O v
,A 167" 7/16"0 STAINLESS
L STEEL NUT
9 w
k �- Ob
F
0.125CD"M
LL I 0.188° 5/16-18x1 MACHINE SCREW a�� 0".
0.438"
1- TYP. 5/16"0 INTERNAL STAINLESS STEEL �+ �+�'� 0.121"
8 1 4 500" �f 0.689" POWDER COATED,ZINC DIE-CAST THREAD
LL SECTION A HEAD SME VARIES "' 1.050"1
DELTA MODEL 2022 36 T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW 5@s
g INDUSTRIAL SYSTEMS SCALE:FULL SIZE O SCALE:FULL SIZE ^ e ��Si:�g "
(OPTIONAL) n o o.zsa^ 400 406 40c
35 BOX LOCK SCALE.HALF SIZE ry 0.319
SCALE:HALF SIZE J- END STRIP 1„ o s/E3 s!
f-2.000"1 2" & 3" EXT a
1.625°� {--•1.500"� -jr-0.125-SCALE; HALF SIZE
0.050" 0.125" g
0.125° 0.093' a � qpqg
• 'TI 0.085" o ♦�
O N o0 0.093" 0 0.125" FPAGE
WKLLWWWPE
0.250^ 0.085^ m -2339
V
ac I I CRIPTION:
7.000 1 L 1
O2X7 ANGLE 20 ALT. 1" END STRIP 21 1.5"0%0.093" ANGLE P5 2"x3"x0.125" ANGLE 9�
39 SCALE.HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE G�
SCALE,HALF SIZE -vSj
NP Dali1 DO,P.E.
ANY ANCHOR PER ANCHOR EDGE DIST. \`' �,�Q -Nj•�9/4,,�
SCHEDULE Q 18"O.C. EXISTING DIST. _• '•OIC �Y �..
GLAZING SEE END STRIP /
SCHEDULE FOR M
A .ANGLE EMBED SPAN WHEN USl
20,40a,4011 OR c,
LEG D RECITON 02
~ (INTERIOR) II l] 1/4"EMBED. 77
Tq
17 - 17 MAX. WITH 21 OR 25, a! '�
MIN.0.062"THICK 6063-T6 ALUM. !a•^� ��
EDGE c 30 ANGLE I"x I"MIN.TO 2"x 5"MAX. 21 25 �� \��i
(ANGLE LEG MAY BE REVERSED) a ,.
DIST. FASTEN ANGLE TO TRACK W/ Ud
�� ANY ANCHOR PER ANCHOR CORNER TOP&BOTTOM-AND E Q LW'1 a
SCHEDULE Oo 18"O.C. W LL Z
ATTACH ATO 6.8 STAR7EF�W/ g r¢I
13 13 13 #12 x 1/2"GALVANIZED OR l!u'
13 312 x 1/2"GALVANIZED OR S.S.SMS, W N O ul
30 S.S.SMS,3/16"0 ALUM.POP
16.80"(TYP.) 3/16"p ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE W w 3
I USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18"D.C. ALTERNATE END STRIP DETAIL BOLT NUT p 1e"O.C. 3 "'
(EXTERIOR) 5/16.18 UMO SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE a w 3
INSERT 37 AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=V-0" ANY TRACK W/ ILI
TYPICAL PLAN VIEW FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES.
HOLE SHALL BE 3/8"MAX WIDTH,UP TO a
SCALE:3"=1'-0" 1°HEIGHT. PSF SPAN
1"B!O(2.7'� 762 2 108.1
® 82 94" M
USE(1)BRASS PUSH LOCK 112 80"
g OR(1)5/16-18 THUMB 132 75
LOCKING DETAILS FOR 62 95" SEE END STRIP
SCREW I 0 THREADED 2°B/0(3.7'� v�
5p� p.{� SCHEDULE FOR MAX. pl'Ey
INSERT (371 AT 1/3 SPAN CENTER MATES ® 72 88" SPAN WHEN USING y
TO 2/3 AN FROM 82 3" 5
BOTTOM OF SHUTTER. SHOWN TA RANDOM 62 86" tY�7e„
30 73 DETAILS 3°BIO®(4.7') 72 79" 4 F 20,40a,406 OR 40c, F a o
d RECEIVING HOLE SHALL BE 82 74° 0 a 1 4" OR 6.B STARTER
3/8"MAX WIDTH,UP TO
1"HEIGHT. gp 62 110" ~ _ / WITH 21 OR 25. 4n2 o m
ALT.1"BIO 72 0 MAX.- c c
O Oa K
s (2.71 8 95'_ Zm 3
3 20 112 81" 40 40 USE APPROPRIATE -a
g 132 STARTER STRIP E o
1.5"x3" 45 93" 40 20 PROVIDE CLOSURE E
13 -- - - x0.093" 52 83. FOR 0 wp
c� 60 81" BUILDING CONDITIONS. -? g
21 64 7� FASTEN STARTER STRIP
A I (INSIDE) 73 �3, TO TRACK W/(2)#10x1" � v
2°x3' 45 139" SCREWS AT CORNER,TOP N
X0.125° 6z 1 9' ALTERNATE END STRIP DETAIL &BOTTOM.
za 57 123" ANY TRACK W/SCREW
5 13 SCALE:3"=1'-0"
F� I 2s 64 116" BOSSES.
70 111"
W I gl3�i
ri 73 109"
Q SILL Nd FOR GREATER SPANS OR LOADS THAN
Q I SHOWN IN END STRIP SCHEDULE,END y
STRIPS REQUIRE A I-XI".090"CLIP ANGLE
1n MIO SPAN USING ANY ANCHOR ON THE EXISTING GLASS
6 O Z ANCHOR SCHEDULE&414x3/4.7EK 22��
SCREW OR I/4-20 BOLT TO END STRIP. B 9�6�
USE(1 BRASS PUSH LOCK 30 F USE 11)BRASS PUSH LOCK INSIDE D���8 ' e
I 1 /
—ImI}Ae OR(t)5/16-18 THUMB SCREW
/16-18
160 THREADED (INSIDE)
T� £
Ip ISI 'I SCREW I0 THREADED /� INSERT TAT 1/3 SPAN SILL
H INSERT 7 AT 1/3 SPAN 2! 7
TO 2/3 SPAN FROM Y TO 2/3 AN FROM l
BOTTOM OF SHUTTER. 4(OUTSIDE) BOTTOM OF SHUTTERRECEIVING HOLE SHALL BE1HEIGAX WIDTH,UP T 3TYPICAL OUTSIDE CORNER CLOSURE DETAILS WO/CORNER POST — 3s 3D a dR
NTS 13P4 30 NPVRIGHI FRROCLBENUA00 PE
13 31 2 is 13 23 (OUTSIDE) 15-2339
SILLSCALEi I -
U11(1)BOX LOCK AT 1/3 PAGE DESCRIP71ON:
SPAN TO 2/3 SPAN FROM
!� a BOTTOM OF SHUTTER
TYPICAL INSIDE CORNER CLOSURE aFP 499
CC2 DETAILS WO/CORNER POST d � MULTIPLE SHUTTER ASSEMBLY
NTSS�} SCALE:3"=V-0" d
8 In
N%%%,
C1 CONNECTION TYPEA;"
; P4
REFERENCE ANCHOR EXISTING HOST 9� "
SCHEDULE FOR MAX. STRUCTURE
SPACING = ••UY ;�. j�.,, 5J'.
i' C1 CONNECTION TYPE 1/MAX. 4-20 MACHINE BOLT = 4-
\ REFERENCE ANCHOR 1/2" W/NUT @ 12"O.C.OR = '
SCHEDULE FOR MAX. ® 414 SMS @ 6"O.C.
SPACING—W. 2/2" (TYP.TOP&BOTTOM) _0 TA pIIF m.;�?_
ALUM. TUBE ;`• i iii�/C ITd�
2 FASTENERS _ �i Aon
EACH ANGLE SEE3TAB ALLOY OR SIZE. �, p o 5 O11,R 60� w '' / 1� \\u
ALTERNATE THRU BOLT C,p /Z�
1"x2"x1/8" o w 5f J
DR 2"x 2"x t/B" 1' CI CONNECTION TYPE MN GLASS o:w �p¢ u 61
ALUM.ANGLE ° _ REFERENCE ANCHOR SEPARATION .0m L1 Q LL 119 QQ
r SCHEDULE FOR MAX. t3 = Z V ,t,m w$g
13 I SPACING PER TABLE 2 j Q Z w Z ry p pp gz
THREE 3/16"0 ALUM. ° m W
POP RIVETS OR
THREE 412 SMS,TYP. ° 17 I 1 I OR DOOR UFROMPIN m~ o w
3/16"0 ALUM.POP S I I -1 ix °'
17 RIVE@7870 C.OR 412(TYPJS lL- A��RNA J��� 50 60R = a�3` a
a TABLE A(cn1 \r - /
PRESSURE VS ALLOWABLE LENGTH i w r� I 1\ O OI
2.1¢'x1 8° 3'x3°xl//6' MAY USE MALE OR — t0 w
PSF N°B/� No B/b ` FEMALE LOCK-SLAT wo \I M
62 130" 18V \` 13 ALTERNATE THRU BOLT
C5 CONNECTION TYPE C1 CONNECTION TYPE GUIDE TO BUSHING
gggg 72 124" 17V O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR r -1 \ WASHER(TYP.) w 9
U 62 119" 172" CC3 NTS SCHEDULE FOR MAX. SCBE U E FOR MAX.
d 92 114" 165" __j I� 14x3/4"SMS @ 9"O.C. F-❑`. o
102
ANGLE TO TUBE CONNECTION N rn m
110" 160' /
j, 120 1M" 197° 2" 2"x 125" 02 K�r
150 04 131, TABLE B(c01) STRUCTURE ST EMBED. 60 3-T6 ALUM.TUBE z 5
EXISTINGO m<
200 88° 114' PRESSURE VS ALLOWABLE LENGTH 5 CONNECTION TYPE <
2.1¢'x1/8' 3'x3'x1% :FA
DGE DISTANCE REFERENCE ANCHOR m
PSF WITH B(O WITH(3/0 SCHEDULE FOR MAX. E
R SPACING \/� WE
ci 62 113" Is6° STENER @ IS"D.C. O ALTERNATE BUILD OUT MOUNT SECTION
72 IOT LST (USE ANY ANCHOR SHOWN C'b g
82 101" 147° IN ANCHOR SCHEDULEI.
SCALE 3"=7'-0"
92 95' 139"
S 102 90" 132' Lo.
8 120 63' I22" 14�i'
ry ISO 74' 109" w
C ~gym
F200 64° 1
2"x2"x - 1~- =ao
LL 3/16 RIVET OR N12 SMS 090"6063-T6 a MN GLASS 19 p 'A z,. - 6
@ 18"O.C. OR 1/4-2 i
LALUM.TUBE TYP. EPARATION N zz u w
17 J F PER TABLE _VI I A F
NUT&BOLT(TYP.). 3/16"0 ALUM.POP a agag GLA55 2 X C1Z m gg YeE
ALUM, TUBE RIVET OR 412 SMS t"~ OR DOOR L oala- g� �6QQ50�
6063-T6 ALLOY @ 1B"O.C.IT E ' U ut " g
SEE TABLE B FOR SIZE
rA
x5 x 12 FASTENERS CONTINUOUS a q
EACH ANGLE LUMINUM ANGLE
1"x 2"x.093"6063-T6 PTIONAL ANGLE INSIDE 3ALUM.ANGLE,TYP. THREE 3/16"0 ALUM. RIENTATION TYP. 17 d 6g@
o POP RIVETS OR
17 THREE 412 SMS,TYP. E E a 2:
is
0 0 1"x 2"x 1/B" 4 CONNECTION TYPE gg g
13 ALUM.ANGLE/B D SCHEDULEEFERENCEFAN MAX. R
USE MALE OR FEMALE SPACING C0PIFr4fFlWl%LBBlV1dI0PE
LOCK-SLAT EXISTING CONCRETE, SS-2339
13 13 BLOCK OR WOOD FRAMING
SCALE: -
s (OUTSIDE) EE INSIDE SILL MOUNT SECTION PAGEDESc °
412 x 1/2"GALVANIZED SCALE,3"=V-0"
or
CC4 TYPICAL CORNER CLOSURE DETAILS OR S.S.SMS,3/16"0 ALUM.POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS i9
NTS MACHINE BOLT&NUT SCALE.3"=T-0"
@ 18"D.C.
S
C5 CONNECTION TYPE
REFERENCE ANCHOR EXISTING
o j SPACIING SCHEDULE FOR MAX. STRUCTURE
GLASS ¢ w" GLASS 4i C1 CONNECTION TYPE 5"MAX. 1/4-20 MACHINE BOLT(",
�4 1
OR ODOR w pu u OR DOOR w w REFERENCE ANCHOR 19 W/NUT @ 12"O.C.OR
u IA>' F w p SCHEDULE FOR MAX. O #114 SMS @ 6"O.C. ArQz�' I-m w'- SPACING MN 13 p (TYP.TOP 8 B07TOM1T Gfm ,rG1A55 XmN PARATI y~ Lq m /2•' " o
1/4"-20 THRU BOLT W/ z QEPARATI Q=rc Q 1114 x 1/2"SMS @ 12"O.C. PER X W z~ W F-LOCK NUT @ 12"O.C.OR PER tw- OR 3/16"H ALUM.POP TABLE 2 Qu Qa p IA [)OR(6�OR f 12 x 1/2"SMS @ 12"O.C.E.S. t7 F- RIVETS @ 6"O.C. OR 1/4"H p w o / 1LL�
OR 3/16"0 ALUM.POP TABLE wo ALUM.POP RIVETS @ 12"O.C.
RIVETS @ 6"O.C. E.S. \ -:z w �
R 1/4"0 ALUM.POP RIVETS / m 11 AND 3O oc I:J 4
12"O.C.E.S. 1/4"MAX.FROM PIN MN GLA55 w » IJ .,WW77 Z LL
�6 1/4"MAX.FROM PIN ASSEMBLY SEPARATION 13 F. m$
/ 1/2"TYP. GUIDE TO BUS ING PER TABLE2 F- x0" Z � w
O9 AND OO GUIDE TO BUSHING WASHER(TYP.) '^_ N 4 3 z
WASHER ITYP.1 w xj z. W w
ASSEMBLY m GLASS w p m m
/ 1/2" 1/2"TYP. EXISTING CONCRETE, E 3 CONNECTION TYPE OR DOOR— z p z N X 3
o BLOCK OR WOOD FRAMING "' REFERENCE ANCHOR C Ix Q p w a Y
5 m go
11
EDGE SCHEDULE FOR MAX. E u a. m w 4 CONNECTION TYPE DIST. SPACING u tA 'I pEDGE REFERENCE ANCHOR Q
DISI. SCHEDULE FOR MAX.
/ SPACING AS SHOWN - w
Z-C3 CONNECTION TYPE IN DIAGRAM ON PG.9 w o (]00 60R m
REFERENCE ANCHOR EXISTING CONCRETE,
SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 1/4"MAX.FROM PIN
SPACING.ALT.FASTENER / GUIDE R BUSHING
\ C1 CONNECTION TYPE
LOCATION.FRONT AND REFERENCE ANCHOR 1/ WASHER(TYP.)
�$y 1/4'MAX.FROM BACK ANCHORS NOT REO'D Og INSIDE MOUNT SECTION SCHEDULE FOR MAX. 19
WITH THIS LOCATION SCALE;3"=1'-0" SPACING K
PIN GUIDE TO 5 CONNECTION TYPE � c
BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR :n m
(TYP.I SCALE:3"=1'-0" SCHEDULE FOR MAX. c n p M
BLOCK OR WOOD FRAMI EMBED.
`Ill EXISTING CONCRETE, SPACING p`.4 0 m
O Zm I m
/ CD BUILD OUT MOUNT SECTION u a
— / TYP. BOTTOM EXISTING CONCRETE, SCALE,3"=1'-0" m a
a BLOCK OR WOOD FRAMING w
EXISTING a m
m NOTE:FOR DETAILS A, B,D,AND E ON THIS SHEET, EDGE IST
THE BASE TRACK MAY 4 CONNECTION TYPE STRUCTURE
BE INSTALLED IN SECTIONS REFERENCE ANCHOR EMBED. A'` 5'CONNECTION TYPE
WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS w SCHEDULE FOR MAX. 'REFERENCE ANCHOR rO
A MISPACING
NIMUM OF TWO SETS OF ANCHORS AND IS m SPACING E FOR MAX.
MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK w
USED WITH THE BASE TRACK MUST BE CONTINUOUS
OVER THE GAPS BETWEEN SECTIONS. 3 16 1/2„ &R 2Q
NH
F a
_.w w
Fw-w o
a GLASS w j g
g OR DOOR MN F- D gp
GLASS 13 j v w w . ' �ggJgl�
w 1712 x 1/2"SMS @ 12" EPARATI z Z u-I �w O� �gals
J eg
h w w F'w O.C.OR 3/16"H ALUM. PER Ia p y Q 13 F-m=m
F,�:30 POP RIVETS @6"D.C. TABLE X OZF- GLASS OR+i MR GLAJ =:dIxw
F- OR 1/4"H ALUM.POP Q DOOR— :A'. m f9
13 x=w=, RIVETS @12"O.C. E ua PER TABLE z3z
MN GLASS zFZum _ um Xw ocZ n�i3 si 8
SEPARATION m O N Q a
1/4-20 S.S.MACHINE PER TABLE ¢w o Q~Q7 AND OB 1/4"MAX.FROM PIN C m 5
SCREW 8 NUT @ E u N ASSEMBLY 1/2„ 1/2" GUIDE TO BUSHING Q �d
d 12"O C YP. WASHER(TYP.) H e + 33
g
GLASS m p 1/4"MAX.FROM PIN
OR DOOR 1/4"MAX.FROM PIN m w p
X GUIDE TO BUSHING 4 CONNECTION TYPE 1/2" O GUIDE R BUSHING e
iv E WASHER(TYP.1 EDGE REFERENCE ANCHOR WASHER(TYP.) 111111 ,8
5 6: EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. mPYPNYifF6Nt(LBOM00PE
c:s m BLOCK OR WOODSPACING S SHOWN 2
EXISTING CONCRETE. 4 CONNECTION TYPE N DIAGRAM ON PG.9 REFERENCE nANCHON OR 15-2339
FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALE: -
OR SCHEDULE FOR MAX. SPACING PAGE DESCRZPTIOM
"x 3"x 1/4"CONT. 3 CONNECTION TYPE #12 x 1/2"SMS @ 12" SPACING.ALT.FASTENER EXISTING CONCRETE, _
c 063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C,OR 3/16"H ALUM. LOCATION.FRONT AND BLOCK OR WOOD FRAMING
AY BE REVERSED SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. BACK ANCHORS NOT REO'D a'
S SHOWN DASHED) SPACINGOR 1/4"21 ALUM.POP WITH THIS LOCATION ____-,��
RIVETS @ 12"D.C.
ip WALL MOUNT SECTION CEILING / INSIDE MOUNT SECTION F�.:WALL/BUILD: OUT
E
O
SCALE;3"=T-0" O SCALE:3"=T-0" `SECTION:-= -=..r3
SCALE:3"=T-0" on
MR GLASS w `` IN"ROOGLASS SEPARATION ZOR DOOR PER TABLE2 13O= GLASS OR
F U N DOOR
Jaz 0.
=w a DRS OR MN GLASS
I u1 N N OO
SEPARATION i
Q MN GLASS w PER TABLE 2 A•, JAZ F SEPARATION L mZ PER TABLE 2WWUI 7 =mC1 FLn
V1I`j17In
zo _ ~oY� 13wpm 13 Z-u ¢�oZ
_ /2" 1 Y 81
$Z Cl CONNECTION TYPE w '^ t m w1/4"MAX.FROM PIN GUIDE 28 REFERENCE ANCHOR a 9,�,3 m
I TO BUSHING WASHER ITYP.) Q N SCHEDULE FOR MAX. w a
TWO 1/4"0 WOOD .c-•x250' ;�.� SPACING w N�q m
s' LAG SCREWS @ 24" _= C4.,CONNECTION TYPE 1) 250" Q
O.C.MAX.WITH 2" -}REFERENCE ANCHOR •I•
THREADED PENETRATION SCHEDULE'-FOR MAX. a
g T"INTO CENTER OF 2X STUDS SPACING /
" w F I• 8 8
13-
EMB."T' 14 SMS @ MIDSPAN BETWEEN E Si. �w
m. STUDS FOR TRACK TO 1"x 4" /
EXISTING HOST STRUCTURE
PLYWOOD& TUBE CONNECTION m
Si STUCCO FINISH
1"x 4"x.125"
6063-T6 ALUM.TUBE ,+ E
��ODECORATIVE..FLOOR_TRACK DETAIL OO WALL MOUNT SILL DETAIL W 6
THIS DETAIL TO BE USED WHEN STUD SPACING `•� SCALE+3"-1'-0" - SCALE,3"=1'-0" K o
a EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING.
OWALL MOUNT SECTION THIS DETAIL MAY _ ao M
G
SCALE.3"-1'-0" ALSO BE USED Z m�
AT TOP O m 6'a'a
/?
ACCORDION SHUTTER _ S
PER PRODUCT APPROVAL w il,
<
B F ? -GLASS
MN GLASS OR DOOR
_ `D SEPARATION
IA I� PER TABLE2 EXISTING WOOD(G=0.421 a
APPLICABLE AT Z TRUSS OR RAFTER
AND/OR BOTTOM Q 4 @ 24"MAX.O.C. 0-1/2';-1/2'
2"OR 3" N EXISTING FINISH
MATERIAL1/2"MIN. 5 fi X.FROM PIN GUIDE 2"x 5"x 1/8"6063-T6TO BUSHING WASHER(TYP.) ALUM.ANGLE W/THREE �I I m2"x 3"x 3's"x CONTINUOUS OR 2.175" I i s _
4 2"x 2"x YB"x CONTINUOUS _ _ 1^ 3 6 1INI TILE(TYPAL 7/4"N WOOD LAG w $
6061-T6 ALUMINUM ANGLE FINISH MATERIAL SCREWS WITH 2-3/4" g
3/4-PLYWOOD MINIMUM THREADED u
."T"IN WOOD @ 5
EACH R 6
h 0.9°MIN.THICK 6061-T6 ALUM TRACK X �' —1/4"0 A325 GRADE THRU BOLT @ 7"D.C. EACH RAFTER OF TRUSS,
FASTENED TO ANGLE WITH 1/4-20 ' OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C, p
m ANGLE FASTENED TO Fes• 24"O.C.MAX.WHERE €
EXISTING 3 KSI CONCRETE --- MACHINE SCREWS AT 3"FROM ENDS GALV.OR S.S. ANGLE EXTENDS BEYOND
AND 9"O.C.FOR THE BALANCE g B
HOST STRUCTURE WITH 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THAN w 5
k 6", EXTEND ANGLE TO
"O ELCO ULTRACONS AT EXISTING CONCRETE HOST J• 5"D.C.W/1-1/4"MIN.EMB. a ~ a
2-1/2"MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW @ 9"O.C.W/1-7/8" NEXT TRUSS. F W>>
3"FROM ENDS AND 4"O.C. y w
FOR BALANCE WITH 13'4' •i, MIN.EMB. IN WOOD SG=0.42,TO 0.55. 1- www g
°�. MIN EMBEDMENT AND ZYz" MAX.DESIGN LOAD AT S'-0"MAX SPAN: 13 x g^g6
MIN EDGE DISTANCE, t 62 P.S.F. EXISTING CONCRETE, '.'S x Fz-Z w CO Z
WITH 3"MIN. HOLLOW BLOCK OR •' m LO o IA Q WP(NGMBUNI(LBEN14i00 PE
MAX.DESIGN LOAD AT 6'-0°MAX SPAN: WOOD FRAMING.SEE 1` 2"x 5"x 1/8"CONT. X w¢Z'-
STAGGERED• SPACING,7YP. t 52 P.S.F. ANCHOR SCHED. y' ALUM.ANGLE(6063-T6) O a 15-2339
BASED ON TYPE 0 �:n SCALE: -
HG BUILDOUT MOUNT STRUCTURE (MAX.DESIGN LOAD s 72 P.S,F.) Q
SCALE:NTS PAGE DESCRIPTION:
€ PASS THRU DETAIL
HbO TRUSS MOUNT SECTION
SCALE.3"=1'-0"
SCALE.3
K �b9
, "=t'-0"
EXISTING HOST g117ry )�001 P.E.
ALT.LEG DIRECTION {tj7
STRUCTURESOLID
ROUND WINDOW
12'MIN FROM EDGE OF ACCORDION EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM i77jA''i
EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 1/2" SPACING,AND 3°MINIMUM EDGE DISTANCE "T '�•�A(,�yly,7
TOP OR BOTTOM ,I AX (2)6063-T6 ALUMINUM I1
ANGLES PER BEAM END,SIZE N�•
1 1/2" PER SPAN TUBE SCHEDULE •.b
EMBED. SPAN TUBE PER
ACCESS HOLE DESIGN SCHEDULE
EDGE OF ACCORDION z z 1/4-20 MACHINE BOLT W/NUT @ 9Q'• S fV�
MIN SHUTTER BLADES f a 12°O.0 OR#14 x 3/4'SMS 6"O.C. iiw" mo• ``
3.5"
TYPICAL 1/2"MAX k 1 g b
3"MIN - 5 6 -µCQ u_J mit..
t1 uu.
316Q�"l73'.
2.875"0 HOLE(TO RECEDISTANCE EDGE z
STANCE MIN.GLASS o U 3°
ROUND WINDOW ASSEMBLY) 13 �z� Z
A SEER
w O ry 9 3
MAXIMUM OF 3 WINDOWS EXISTGLASSIOR fC- B W w"
PER EVERY OTHER BLADE DOOR =p t3i1 n 3
1 LIGHT-N-VIEW WINDOW ��0 3"MIN
N¢Z �WV
�E+ EDGEr1/2°MAX w¢ "0
p8 $ N.T.S. EXTERIOR ELEV =0 DISTANC t V)tan a
g zInm - IL 5 6
c3 f O O 0 3 16 1/4"MAX.FROM PIN GUIDE
g Q ¢ TO BUSHING WASHER ITYPJ ,nq
1/4-20 MACHINE BOLT W/NUT @
w w 1/2"
ACCESS
HOLE 12"O.0 OR#14 x 3/4"SMS 6"O.C. t�-2.875'0 HOLE TO SPAN TUBE PER RECEIVE ROUND EMBED. DESIGN SCHEDULETt
d WINDOW ASSEMBLY I A m
1/2• (2)6063-T6 ALUMINUM H'n.
yiplii ih1AX. ANGLES PER BEAM END,SIZE1 c Oa m
EXISTING ..1. PER SPAN TUBE SCHEDULE /moi pv y 2!
HOST 1/4'0 THRU BOLTS SEE BEAM O z m s
STRUCTURE-/ SCHEDULE FOR REQUIRED NUMBERS v U
a
'E
/4"ALL POINTS SOLID SET ANCHORS WITH 7/8°MIN m
EMBED 1N CONCRETE OR HOLLOW BLOCK 3°MINIMUM TT��J E
0.125" 0.125" SPACING,AND 3'MINIMUM EDGE DISTAI'ICE J` 3
III MAX.DESIGN LOAD=t 72 PSF � 3 0
0.032" 0.032" E s
g I3 SPAN TUBE SECTION
R0.196° N.T.S. VERT SECTION O t
s QS°
SPAN TUBE SCHEDULE
1ALLOWABLETUSE NUMBER OF NUMBEROF MINIMUMANGLE
ANCHORS PER
TUBE SHUTTER SPAN THRU-BOLTS LENGTH
g I ROUND
+ I E WINDOW SIZE SPAN _
2
ANGLE -
I TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM
1 / m ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE o "S
\ 60" 123.8' 135.2" 2 2 3 4• 7"
0.125" 86" _101.7' 108.9" 2 2 3 - 3 7' 7" hag
E
s 123' 89.9" 94.4" 2 2 3 3 7- T'
ZtWx
BT 129.1• 157.0' 2 2 2 3 4' 7" M
0.125" 96" 714.8' 124.1" 2 2 3 3 7" 7"
/ 123' 1 102 8' 109.6" 2 2 4 4 10" 10"
5n
80' 138.0'� _-198.8" 2 2 3 3 T 7" fipb
02.875" }-}0.188' / 2.185' B6" 122.7' 155.7" 2 2 3 4 7' 10"
03,250° 0.125' Ilk $
• ' 123" 116.4' 1J7.6" 2 3 4 5 10"� 13" y
7gr 60' 158.1' 240.0" 2 2 3 4 7" 10" '�
1� / 0.1875 140.6' 229.9" 2 3 4 8 10 16" a �
29 LIGHT-N-VIEW WINDOW \ �� 123" 132r 207.1" 3 4 s 7 13" 19" O7PYPJGfIFIWdL6FMW 00 PE
N.T.S. SABIC PLASTICS SLX1431T-UL-94HB _ / SPAN TUBE SCHEDULE NOTES:
T.--T5-E2 x3 x1 4 x'x 4"ANGLES FOR 2"x5"&2"x6"BEAMS. 15-2339
2. USE 2"x5"x1/4"ANGLES FOR 2"x8°&2"x10"BEAMS. SCALE; -
3. USE BEAM SCHEDULE FOR DETAIL 3/8. PAGE DESCRIPTION:
4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER
CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS.
S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND
F 2 BLADE W ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS,
ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS
S 8 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.'
6. LAP BEAMS ARE NOT ALLOWED.
= 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. O
S
ANCHOR SCHEDULE: CONCRETE al
� q@qo� Nq,i,�P.
2.5"MIN EDGE DISTANCE i9O����
G Spans UP To 6'-0" spans Up To B'-3" Spans Up To 12'-0" ••��.�il /�7. 5
O' ANCHOR (PAD CONN TYPE CONN_ CONN TYPE /
�o,
x _ _ Cl C2 C3 C4 CS Cl IgG2 I / (Cf�I�CyB 1 C2 C3 C4 C5
y.
I/4"ITW TAPCON OR ELCO
X43¢ 6.0"16.0"15.0"16.0"16.0"16.0"16.0" 9. •13:0"'1610" .0" 9.5" 5.5" 8.5" 14.5" R'
UL7RACON WITH 1-3/4° _ _16.0"16 A"___..14.5"16.0_'16.0"12.0" 7.0" - 15.0" 7.5" 4.5" 7.5" 10.5" .(��• p �pN M::
EMBED(3192ps1 M_IN CONC) 62 16,0"16.0" 8.5" 12.5"16.0"16.0" 15.0" 7.5" 4.5" 7.5' 10.5" 'f7
ATION
�M�ILLF343D 16.0"16 0"35 0 6 0"16.0"
" 16.0"6 0" 9.0" 13 5"16.0" 16.0" 8.5" 5.5" 9.0" 13.5" 2 x S(TYP. 9 / 0 CC MBIINATIION
I/4°MILLENIUMASi ',��/O��• ® � ��\„
IlI/���Llll.
WITH 1-3/4"EMBED(3275ps1 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"
MIN CONCRETE) 62 16.0"15.0" 8.5" 13.0" 16.0"16.0" 6.5" 5.5" 9,0" 13.5"13.5" 7.0" 4.5" 7.5" 9.5" O ZZ ff j U
70 16.0" 12.0" 7.0" 11.0"16.0"14.0" 7.0" 4.5 ,0" 10.5"13.5" 7.0" 4:5'_ 7.5" 9.5" �l Q 17
100 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.5" !17". " 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" `-' t Ip$Z1/4'ELCO CRETEFLEX SS4 43 16.0"16.0"16.0"16,0"16.0"16.0"16.0"13.5" 0"16.0"16.0"12.5" 8.0" 13.0"16.0" ry D. . fqcW/2"EMBED(3350psi MIN 53 16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.0' 5' 16.0"16,0"10.0" 6.5" 11.0"14.0" WCONC) 62 16.0"16.0"12.5"16.0"IGO"160"12.5" 8.0" 0"16.0"16.0"10.0" 6.5" 11.0"14.0" 3 70 16.0"16.0"10.5"16.0"16.0"16.0"10.5" 7.0" 5"15.0"16.0' 10.0" 6.5" 11.0"14.0" W"10016.0"10.0" 6.5" 11.0"14.0"16.0"100"�6.5" 0"14.0"16.0"10.0" 6.5"X11.0"14.0" W•• g
I"MIN EDGE DISTANCE - NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING. "❑ G
cl c2 c3 ca cs Cl cz c3 c4 cs Cl cz c3 Cl cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE: <
1/4"ITW TAPCON OR ELCO 43 16_0"16.0" 75" 8.0" 16.0'•16.0"16.0" 5.0" 5.5" 16.0"16.0" 9.0" 3.0" 4.0" 14.0"
uLTRAcoN WITH 1-3/4° 53 16.0"16.0° 5.5^ 6.5" 16.0^16.0"12.0^% a.5" 16.0"14a' 7.5"% 10.0" - C2 CONNECTION TYPE USING PIECE 00 WITH OUTSIDE
ANCHORS ONLY
EMBED(3192psl 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 O WITH rn
70_16.0"12:5" 4.0" 5.0" 16.0"15.0" 7.5" 11.0"14.5" 7.5" 10.0" OUTSIDE ANCHORS ONLY
4 _ 100 14.5_' 7.5 ���������10.0"14_.5" 7.5" 10.0"14.5" 7.5" 10.0"
�f 1/4"MILLENIUM MILLFAST _43_16.0"16:0"11.0"_13.5"16.0"16.0"13.0" 6.5" 9.5" 16,0"13.0" 7.0" 4.0" 6.5" 10.5" to
S WITH 1-3/4"EMBED(3275psl 53 8.0" 11_0"16_0"16.0" 9.0" 5.0" 7.5" 16.0"10.5" 5.5" S.S' 7.5" Cg
ANCHOR NOTES:
MIN CONCRETE) 62 16.0"11.5" 6.0" 9.0" I6.0"13.5" 7,0" 4.0" 6.5" 11.0"10.5" 5.5"%5.5" 7.5" 1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING F-a ❑M
70 16.0" 9.5" 5.5" 8.0" 16.0"11.5" 5.5" 5.5" 8.5" 1D.5" 5.5" 5.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE !r�i rn rn ¢r^
100 IO.S' 5.5"f 5.5 7.5 10.5 5.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). 1IOI��L5 It w m
1.1/4°MIN EDGE DISTANCE
ANC1/4"ALL-POINTS SMBEDSET 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, Zm<
l� ANCHOR W/7/6°EMBED& Cl C2 C3 C4 CS CL C2 C3 CA CS C3 C2 C3 C4 C5 ANCHOR TYPE AND EDGE DISTANCE,SELECT DESIGN LOAD GREATER THAN OR -o
1/4-20 55 MACHINE SCREW 43_16.0"164" 8.5" 10.5"16.0"16.0"1_2.0" 5.5" 7.5" 16.0"12.5" 6.5" 3.0" 5.0" 10.0' EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER m f
i[ (3000ps1 MIN CONC) 53 16.0"15.0" 6.5" 8.0" 16.0"16.0" 8.5" 4:D" 6.0" 15.5"10.0" S.0"% 4.0" 7.0" THAN OR EQUAL TO SHUTTER SPAN,
R 62 16.0"11.0" 5.0" 7 0" 16.0"12,5" 6.5' 3.5" 5.0" 10.0"10.0" S.0" 4.0" 7.0" 3. ❑
J / 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE.
70 16.0' 9.0" 4.5" 6:0" 16.0"30.5" 5.5" 3.0; 4.0" 6.0" 10.0" 5.0" 4.0" 7.0" E
m 100 10.0" 5.0" 4:0" 7.0" 10.0" 5.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0'• 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-9D HOLLOW CONCRETE g g
BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER a v
p 1/4"ALL-POINTS SOLID-SET 3"MIN EDGE DISTANCE ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE °r
§' ANCHOR W/7/e•EMBED& Cl C2 C3 a CS Cl C2 C3 C4 CS ClLC2 C3 C4 CS CONNECTION TYPE,SEE CONNECTION DETAILS FOR IDENTIFICATION OF1/4-20 55 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" 7.0' 11.0"16.0"(3000ps1 MIN CONC) 53 16.0"16.0"13.5"16.0"16.0"16.0"14.0" 8.5" 13.5"16.0"16.0" 5.5" 9.5" 12.0" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE. -62 16.0"16.0"10.5"16,0"16,0"16.0"11.0" 7.0" 11.0"16.0'•16.0• 5.5" 9.512.0" ONLY.
16.0"15.0" 9.0" 14.0"16.0"16.0" 9,0" 6.0" 10."13.0"16.0" 5.5" 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLETO ENSURE THE ANCHORS ARE INSTALLED
16.0" 8.5" 5.5" 9.5" 12.0"16.0" 8.5" 5.5" 9.5" 1z.0"16.0" 5.5" 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT
a! 1/4"POWERS SS DROP-IN 2-5/8"MIN EDGE DISTANCE __ LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
W/1/4-20 SS BOLT AND CI C2 I C3 I C4 1 CS Cl C2 c3 64 Cs CIr 6 C3 C4 CS FINISHES.
1"EMBED(3000Psf MIN 43 16.0"16.0"14.0"16.0"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
CONC) 53 16.0" 9.5" 14.0"16.0"16.0" 9.5" 6.0" 10.0" 16.0"11.5" 6.0" 4.0" 7.0" B.0" VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADE%�UATE WOOD FRAMING 9 6
' - - MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR I& €
_ 62 16.0"12.5" 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 CLO
�URE PIECES. ,,I1
�� 70 16.0"10.0° 6.5" 10.5"16.0"112.0"160'14.0" 7.5" 9.0" 11_5" 6.0" 4.0" 7.0" 8.0" B
8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER
„ 100 11.5" 6.0" 4.0" 7.0" 8.0" 11.5' 6.0" 4.0" 7.0" 8.0" 11.5" 6.0" 4.0" 7.0" 8.0" SHALL BE LOCATED IN CENTER OF NOMINAL 2'x4"(MIN.)WOOD SND.3/4°
w 1/4°POWERS SS DROP-IN -__._ ..._... .. ...-.
3-112-MIN EDGE DISTANCE EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL o Si 52141
2 1 �1 s
W/1/4-20 SS BOLT AND Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 Gi CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. 5
1°EMBED(3000ps1 MIN 43 16.0"16.0"15.0" 16.0"16.0"16.0"14.5" 9.0" 13.5"16.0"15.0" 7.5" 5.0" 9.0" Y2.0" 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1 7."ENGAGEMENT OF THREADS IN
CONC) 53 16.0"16.0"10.5"15.0"16.0"16.0"10.0" 6.5" 10.5"I6.D"12.0" 6.0" 4.0" 7.5" 8_5" BASE ANCHOR AND MAY HAVE EITHER A PAN i EAD,TRUSS HEAD,OR WAFER dy
a •� 62 16.0"13.0" 6.0" 12.5'•16.0'•15.0" 8.0" 5.0" 9.0" 12.0"12,0" 6.0" 4.0" 7.5" 8.5' HEAD(SIDEWALK BOLT),U.O.N. d P9[1
8 70 16.0"10.5" 7.0" 11.0"16.0"12.5' 6.5" 4.5" 8.0" 9.5" 12.0" 6,0" 4.0" 7.5" B.5" d
100 12,0" 6.0" 4.0° 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" B.5'
® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
2•MIN EDGE DISTANCE s DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, z 3 ,$ e
B32 SMS W/2"EYEWALLUT OR WASHER WINGNUT.
Cl C2 C3 C4 CS ClCS C2 C3 C4 CS ClCI C2 C3 C4 CS COPtPoCMFANIXLNMWIDpP.E
ARMOR INSERT W/2"EMBED 43 16.0'•16.0"11.5'14.0"16.0"16.0"16,0" 7.5" 10.0"16.0"16,0" 9.0" 4.5" 6.5" 13_5•' 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE.
(2000ps1 MIN CONC) 53 16.0"16.0" 8.5" 11.0"15.0"16.0"11.5" 5.5" 8.0" 16.0"14.0" 7.0" 3.5" 5.5" 10.0" 15-2339
62 16.0"15.0" 7.0" 9.5" 16.0"16.0" 9.0" 4.5" 6.5" 14.0"14.0" 7.0" 3.5" 5.5" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO -
DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL ppGE DESCRIPTIDRI
70 16.0"12.0" 6.0" 8.0" 16.0"14.5" 7.5" 4.0" 6.0" 10.5"14.0" 7.0" 3.5" 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK -
100 14.0" 7.0" 3.5" 5.5' 10.0"14.0" 7.0" 3.5" 5.5" 10.0"14.0" 7.0" 3.5" 5,5" 10.01'
X12 SMS W/2.75•EYEWALL 43 16.0"16.0"16.0"16.0"16.0"16.0"116.0"10.0"14.0"16.0"16.0"11.5" 6.0" 9.5" 16:0" X99
ARMOR INSERT W/2.5' S3 16.0"16.0"12.0"16.0"16.0"16.0�11., 7.5" 11.0"16.0"16.0" 9.0" 5.0" 8.0" 13.0"
u EMBED(2000ps1 MIN CONC) 62 16.0"16.0" 9_5" 13.5"I6,0"16.06.5" 9.S' 16.0"16.0" 9.0" 5.0" 8.0" 13.0"
70 16.0"16A" 8.0" 11.5"16.0"16.05.5" 8.5" 14,0"16.0" 9.0" 0" 8.D" 13.0"100 16.0" 9.0" 5.0" 8.0" 13.0"16.0 5.0" B.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0"
Dog N 9i,;;E.
ANCHOR SCHEDULE: CONCRETE (CONT.)
2-3/16°MIN EDGE DISTANCE 3-1/8"MIN EDGE DISFANCE •LJ i�!• j'?v
Spans Up TO 6'•0" SOans Up TO 8'-3" SDdns UD TO 12'-0" Spans Up To 6'-0" 5Ddn5 Up TO 8'-3" Spans UD TO
LOAD CONN TYPE .CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE
O pg ANCHOR
x Gi g (PsQ Cl C2 C3 C4 CS Cl C2 C3 C4 CS CI C2 C3 C4 CS Cl C2 C3 C4 CS C1 C2 C3 C4 CS Cl C2 C3 I U CS '
"I "16.0"1 .0"16.0"116.0"1 "16.0"12.5"16.0"16.0"16.0"11.5" 7.5 12.0"16.0" nC
5/16"ITN!TAPCON XL WITH 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"12.0"16.0"16.0"16.0'•11.0•' 7.0" 12.0 6 066.0"16.0 �; T yl m .•/
1-3/4°EMBED(2899ps1 MIN 53 16.0"16.0"14.0"16.0"16.0"16.0"14.5"1 9.0" 14.0"16.0"16.0" 9.0" 6.0" 10.0"12.5"16.0"16.0"1M1.5"16.0"16.0"16.0"15.0" 9.0" 14.5"16.0"16.0" 9.5" 6.0" 10.5'13.0" if, rc
CONC) 62 16.0"16.0"11.5"16.0"16.0••16.0"11.5" 7.5" 12.0"16,0"16.0" 9.0" 6.0" 10.0"12.5"16.0"16.0"11.5"16.0•'16.0"16.0"11.5" 7.5" 12.0"16.0"16.0" 9,5" 6.0" 10.5"13.0" • Nsw
70 16.0"15.5" 9.5" 15.0"16.0"16.0" 9.5" 6.0" 10.5"13.5"16.0" 90" 6.0" 10.0"12.5"16.0"16,0"]0.0"15.0"16.0"16.0"10.0" 6.5" 10.5"14.0"16.0" 9.5' 6.0" 10.5"13.0" ����
-- .-
"1. /
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" 6.0" 10.5"13.0"16.0" 9.5" 6.0" 10.5"13.0"16.0" 9.5" 6.0" 10.5 13.0" �l U
5/16"ELCO ULTRACON WITH 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"13.5"16.0"16.0"16.0"12.0" 8.0" 13.5"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"15.0"16.0"16.0"16.0"13.0" 9.0" 15_0"16_0" � ilp X
1-3/4"EMBED(3500ps1 MIN 53 16.0"16.0"16.0"16.0"16.0"16.0"15.5'10.0'•16.0"16.0"16.0" 9.5" 6.5" 11.5•'13.5"16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.0"16.0"16.0"16.0"10.5" 7.5" 12.5"15.0" Q >U
CONC) 62 16.0"16.0"12.5"16.0"16.0"16.0"12.0" 8.0" 14.0"16.0'•16.0" 9.5" 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" UI Q 17 w C
? 70 16.0"16.0"10.5"16.0"16.0"16.0"10.0" 7.0" 12.0"14.5•'16.0" 9.5" 6.5" 11.5"13.5"16.0"16.0'•11.5"16.0"16.0"16.0"11.0" 7.5" 13.0"16.0"16.0"10.5" 7.5" 12.5"15.0" W
0
u 100 16.0" 9.5" 6.S' 11.5"13.5"16.0" 9.5" 6.5" 11.511113..5'16.0" 9.5" fi.5" 11.5"13.5"16.0"10.5•' 7.5" 12.5"15.0"16.0"10.5" 7.5' 12.5"15.0"16.0"10.5" 7.5" 12.5"15.0"
° 3�z
1/4"304 SS POWERS TAPPER 1-1/2'MIN EDGE DISTANCE _ 3'MIN EDGE DISTANCE W 3 LL,^ m
W/1-3/4°EMBED(3000ps1 C1 C2 C3 U C5 Cl I C2 C3 C4 CS I Cl I C2 j C3 C4 CS Cl I C2 I C3 U CS I Cl I C2 I C3 I C4 CS Cl C2 C3 U CS LA �i
g MIN CONC) 43
g2 7 63..5' B.5" .0 12.5']73..00" 4.0" 36..05" 142..55"' 76..000" 35" 6.0"14.08.0" 196..0 420""
W
-1 14,039. 131 .0Cl53 .0" 16.0 6 5 12 4 0" 0" 5
.512.0" " 16.0"13.0 1 0 "6.5" 10.0"16.0"0" .0" 6.0 60 0
.5 5.0" 3 69 10 12.0" 6.0" 4.0" 6.5" B " 12.0" 6.0"14.0--16.5" 8.5" 12:0100 66211.5" 6.5" 5 4.0
0 069 . "
g
a:
6.5" 8.5"
g,
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
1"MIN EDGE DISTANCE 2-1/2'MIN EDGE DISTANCE N. Y
Spans UD TO 6'-0" Spans Up To 8'•3" Spans UD To 12'-0" SDdns UD To 6'-0" SDdns UD To 8'-3" Spans Up To 12'-0"
LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE
d s ANCHOR (Psi) Cl C2 C3 U CS CL C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 U C5 Cl C2 C3 U CS Cl C2 C3 I C4 CS N rn m
1/4"ITW TAPCON WITH 43 8.5" 8.5" 6.0" 3,5" 6.0" 3.5" 11.5"10.0" 5.0" 6.5" i1.S' 8.5" 4.5" 3.0" 4.5'• 8.5" 4.5" 3.0" M1.0' O a O M
1-1/4"EMBED 53 7.0" 4.0" 7.0" M1.5"/ 4.5" 9.V. 6.0" 3.5" 5.0" 9.5" 6.0" 3.0" 3.5" 6.0" 4.0" Z m
62 S.5" 3.0" 6.0" 3.5" %/� 8.0" 4.0" 4.5" 8.0" 5.0'_� 3.0" 4.0"
70 4.5" 5.0" 3.0" 6.5" 3.5" 3.5' 6.5" 4.0" 3.0" 4.0" c U a
100FFF---
q 1/4"ELCO ULTRACON WITH 43 13.0"10.5" 6,5" 13.0" 9.0" 9.0" 13.0"10.5' 4.5" 6.0" 13.0" 9.0" 5.0" 3.0" 4.0" 9.0" 5.0" 4.0'• p5 p
1.1/4"EMBED 53 10.5" 6.5" 10.5" 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"
1 62 8.5" 9.0" 4.5" 4.0" 9.0" 5.0'1 4.0"
g - -- o .
70 7.0" 7.5" 7.0" 3.5" 3.5" 7.5" 4.5";
i 100 11 1 V, V, 4.0 3.0" 4.0"1 3,0"
O 1/4"MILLENIUM I4ILLFAST 43 12.5"1D.5" 4.0" 5.0" 12.5" 9_0" 5.0" 9.0" 5.0" 4.0" 13.5"11.5" 5.5" 7.5" 13.5"10.0. 5.5" 5.0" 10.0" 5.5 4.5" o
m ANCHOR W/1-1/4"EMBED 53 10.0" 6.0" 4.0" 10.0" 6.5" 6.0" 4.0" 11.0" 6,5" 4.0" 5.5" 11.0" 7.0" 4.0" 7.0" 4.5"
5 62 8.0" 4.5" 8.5" 5.0" 4.0" 4.0" 9.0" 5.0" 5.0" 9.5" 5.5" 4.5" 4.5"
70 6.5" 7.0" 4.0" 4.0" 7.5" 4.0" 4.0" 8.0" 4.5" 4.5"
ti 100 4.0" 4.0" 4.0" 4.5" 4.5" 4.5"
u 1-1/4"MIN EDGE DISTANCE _ _ 2'MIN_EDGE DISTANCE
3 1/4"ALL-POINTS SOLID-SET - C2 C3 U CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 U CS Cl C2 C3 C4 CS
9" ANCHOR W/7/8"EMBED&
0 1/4-20 SS MACHINE SCREW 43 15.0"13.0" S.0" 6.0" 15.0"11.0" 6.0•' 3.0" 4.0" 11.0" 6.0" 3.0" 5.0" 16.0"116.0"18.5"110.0"116.0"116.0-110.5"15.0" 7.0" 16.0"11.0" 5.5" 3.0" 4.5" 8.5"
-' --
Y 53 12.5" 7.5" 3.5" 4.5" 12.5" 8.0" 4.0" 3.5" 8.0" A1.0
3.5" 16.0"13_0" 60" e0" 16.0"14.0" 7.5" 4.0" 5.5" 13.5" 9.0" 4.5" 4.0" 6.5"10.0" 4.0" 10.5" 6.5 3.0" S.0" 5" 5.0" 6.S' 16.0" .8.5" 4.5" 3.5" 9.0" 5.5" 4.0" 3.5" 14.5" 8.0" 4,0" 6.0" 15.5" 9.5" 4.5"(� 4.0" 7.0" 9.0" 4,5" 4.0"
-_. -
E 100 5.0" 3.5" 5.0" 3.5" 5.0" 3.5" 9.0" 4.5" 4.0" 6.5•' 9.0" 4.5" 4.0" 6.5" 9.0" 4.5" 4.0" 6.5"
l; 5/16°IM TAPCON XL WITH ._ 3"MIN EDGE DISTANCE 4'MIN EDGE DISTANCE
m 1-3/4"EMBED Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 - C4 C5 CS C2 C3 C4 CS Cl F C2 C3 C4 CS Cl C2 C3 U CS @g
e 43 5.0" 8.5" 14.0" 8.0" 4.0" 3.0" 5.5" 6.5" e� E
53 15.5" 9.5" 6.0" 9.5" 15,5"1D.0" 5,0" 6.5" 10.0" 6.5" 4.5" q.5" 9
62 13.0" 7.0" 4.5"18.0" 13.0" 8.0" 4.0" 5.5" 6.5" 6.S' M1,5" )-f, b $
70 10.5' 5.5" 4.0" 7.0" 11.0" 6.5" 5.0" 5.0" 6.5" 4.5" 4.5" ®g®g
- @'-- 100 6.5" 3.0" 4.5" 4.5" 6.5" 4ST CE 6.5" 4.5" 4.5" I M
1-9/16"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE M R e
5/16°ELCO ULTRACON WITH Cl C2 C3 U CS Cl C2 I C3 U CS Cl C2 C3 C4 CS Cl C2 I C3 C4 I CS I Cl C2 C3 U C5 Cl C2 C3 C4 CS 00PYRGffFRNMLB9XAMP.E
1.1/4"EMBED 43 12.0"10.0" 12.0" 8.5" 8,5" 16.0"16,0" 8.5" 11.0"16M70-
7.5" 15.0" 6.5" 7.0"
S3 9.5" 6.0" 9,5" 6.0" 6.0" 16.0"10.5" 6.0" 8.5" 166.0" 10.5" 7.0" 15-2339
E 62 8.0" 8.0" 14.0"_7.5" 7.0" 14SCALE:
11.5" 60" 6.0" 127.0" PAGE DESCRIPTION:
� b9
g ANCHOR NOTES:SEE SHEET O
9 FOR ANCHOR NOTES.
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK Of gDO .E.
_ 2"MIN EDGE DISTANCE `��� .•••I"•.;
�• LOAD Spans Up To 6'-0" Scans UD To 8'-3" Spans Up To 12'-0" $ L
S ANCHOR (D91) CONN TYPE CONN TYPE CONN TYPE AQ
s Cl C2 C3 C4 CS Cl C2 C3V
C4 CS ClCI C2 C3 C4 CS y Q, 5
#12 SMS W/2"EYEWALL 43 16.0"16.0" 7.5" 9.0" 16.0" �,
3 ARMOR INSERT W/1-IJ4" 53 16.0"10.5" 5,0" 7.0" 16.0"11.0" 6.0" 3.5" 5.0" 11.0" 7,0" 3.5" 3.5" 5.0" '
O EMBED .�
o 62 14.0" 7.5" 4.0" 6.0" 14.5" 9.0" 9.5" 4.0" 7.0" 7.0" 3.5" 3.5" 5.0" �'O• ,��
i m 70 11.5" 6.0" 3,5" 5.5" 12.5" 7.5" 3.5" 3.5" 5.5" 7.0" 3.5"
100 7.0" 3.5" 3.5" 5.0" 7.0" 3.5" 3.5" 5.0" 7,0" 3.5" IRV
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ANCHOR SCHEDULE: WOOD (G=0.SS) �''��ii 6,
3/4"MIN EDGE DISTANCE Q U
G .. QQ
Spans Up To 6'-D" -Scans UP To 8'-3" Scans Uv To 12'-0" W
gLZuQ
LOAD CONN TYPE CONN TYPE CONDI TYPE Z to
m qz$
O ANCHOR
= I (DsN Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS W -'I 3 u w
/4"LAG SCREW WITH 1-3/4" 43 16.0"16.0"11.5'12.5"16.0"16.0"16.0" 7.5" 9.0" 16.0"16,0"14.5"; 4.1' 6.0" 16.0" m
MIN THREAD PENETRATION 53 16.0"16.0" 8.5" 10.0"16.0"16.0"16.0" 6.0" 7.0" 16_0"16.0"11.5" 4.0" 5,0" 16.0" y'4
.0" a y
62 16.0"16.0" 7.0_
6 16.0" 7.0" B.5" 16.0"16.0"14.5" 5.0" 6.0" 16.0"16.0"11,5" 4,0" 5.0" 16.0" O W
y U..
.. 70 16.0"16.0" 6.0" 7.5" 16.0"16.0"12.5" 4.0" S.S" 16,0"16.0"11.5" 4,0" 5.0" 16.0"
100 16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0"16.0..11-5-
6.0"11.5" 4.0" 5.0" 16.0"
a
�v 7/16"WOOD BUSHING WITH 43 16.0"16.0" 8.0" 10.0"16.0"15.5" 8.5" 4,5" 7.0" 15.5" 8.5" 4.5" 4.5" 7.0"
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" 11.0" 7.0" 3.5" 4.0" 5.0"
SS MACHINE% SCREW 62_14.0" 8.0" 4.5" 6.5" 14.5" 9.0" 4,5" 3.0" 4.5" 7.0" 7.0" 3.5", 4.0" 5.0" n
m
a ,Lsmn 70 12.0" 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" 4.0" 5.5" 7.0" 3.5" 4.0" 5.0" •i
3 1'-'0010;011 100 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" 7,0" 3.5" 4.0" 5.0" fi
#14 SMS OR#14 WDOD 43 16.0"16.0"12.5"14.5"16.0"16.0"16.0 8.0" 10.0"16.0"16.0"11.5" 5,0" 7.0" 16.0" tn,ve J!
SCREW WITH
1-3/4"MIN 53 16.0"16.0" 9.0" 1f.5"16.0"16.0"I5.0" 6.0" 8.0" 16.0"16.0" 9.5" 4.0"
THREAD PENETRATION 62 16.0"16.0" 7.5" 9.5" 16.0"16.0"11.5" 5.0" 7.0" 16.0"16.0" 9.5" 4.0" 5.5" 13,0" 0=8 m
F-O-11 O
70 16.0"16.0" 6.5". B.5" 16.0"16.0"110.0"1 4.5" 6.0" 14.0"16.0" 9.5" 4.0" 5.5" 13,0" y o m
100 16.0" 9.5" 4.0" S.5" 13.0" 11 VI 9.5"I4.0" S.S' 13.0"16.0" 9.5" 4.0" 5.5" 13.0" 7� C,M
ANCHOR SCHEDULE: WOOD (G=0.42)
� 3/4"MIN EDGE DISTANCE
R8 Ci Spans Uv To 6'-0" _Spans UD To 8'-3" Spans UD To 12'-0"
r} (Psf) CONN TYPE CONN TYPE CONN TYPE 3 g
_ ANCHOR C1 C2 C3 C4 C5 Cl C2 C3 I CA I CS Cl C2'I C3 I C4 I CS o
a o
1/4'LAG SCREW WITH 1-3/4" 43 16.0"16.0" 9.0" 10.0"16.0"16.0"116.0" 5.5" 7.0" 16.0"16.0" 9.5" 3.5" 4.5' 15.0" v
v
§ MIN THREAD PENEIMTION __53_16.0"16.0" 6.5" 8.0" 16.0"16.0"12.5" 4,5" 5.5" 16.0"15_0" 7.5"j 3.0" 4.0" 11.0"
a 62 16.0"16.0" 5.5" 6.5" 16.0"16.0" 9,5" 3.5" 5.0" 15L 15.0" 7 5 3.0" 4.0" 11.0" O
-g, c 70 16.0"13.5" 4.5" 6.0" 16.0"16.0" 8.0" 3,0" 4.0" 11.5"15.0" 7S" 3,0" 4,0" 11.0"
.Ou.. 100 15,0" 7.5" 3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4.0" I1.0"
F O #14 SMS OR#14 WOOD43 16.0"16.0" 8.5" 10.5"16.0"16.0"12.5' 5.5" 7.0" 16.0"13.0" 6.5" 1.3.5" 5.0" 10.5"
-.
8 SCREW WITH 1-3/4"MIN 53 16.0"16.0" 6.5" 8.0" 16.0"I6.0" 8.5" 4.0" 5.5" 16.0"10.5"5 2.5" 4.0" 7.5"
THREAD PENETRATION 62 16.0"11.5" 5.0" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" 10.5"10.5" 5.5" 2.5" 4.0" 7.5"
70 16.0" 9.5" 4.5" 6.0" 16.0"11.0" 55" 3.0" 4.0" 6_0" 10.5" 5.5" 2.5" 4.0" 7.5" y
100 10.5' 5.5" 2.5" 4.0" 7.5" 10.5"1 5.5" 2.5" 4.0" 7.S" 10.5" 5.5" 2.5"1 4.0"1 7.5"
ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCKhow °
4"MIN EDGE DISTANCE _ g
G Spans Up To 6'-0" Spans Up To 8'-3" Svans Uv To 12'-0" I
m G LOAD CONN TYPE CONN TYPE CONN TYPE S
O ANCHOR
_ (Fs0 Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS a
gp' S/16"ITW TAPCON XL W/ 43 16_0"16_0"16.0"16.0"16.0"16.0"16,0"15.0"116.0"116.0"116.0"15.0" 9.0_' 14.0"116.0" sss333 6gy§
,M1 2-1/4°MIN.EMBED 53 16.0"16.0`16.0" 16.0"11.0"16.0"16.0"16.0"T27 12.0"116.0" �6
• � p. 62 16.0"16.0"14.0"16.0"16.0"16.0"15.0" 9.0" 14.0"16.0"16.0" 12.0"16,0" b 70 16.0"16.0"11.5"16.0"16.0"16.0"12.5" 8.0" 12.5"16.0"16.0" 1120%
6.0" nIOD 16.0"12.0" 7.5" 12,0"16.0"16.0"12.0" 7.5" 12.0"16.0"16.0" 6.0"
O Y 5/16'ELCO ULTRACON W/ 43 16.0"16.0"10.5"14.0"16.0"16.0"10.5" 6.S' 9.5" 16.0"11.0" S.5" 6.5" 9.0" LOP1AKiHiFRNd(L BDWHIIOPE
O 2.1/4'MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16,0"14.0" 7.5" 7.5" 13.5" 9.0" 6.5"
m 62�16_0"10.0" fi.0" 9.0" 16.0"11.0" S.5" 6,5" 9.0" 9.0•' 6.s•' 15-2339
' 5 70 15.0" 8.0" 5.0" 8.0" 15.5" 9.5"' 5.5" 7.0" 9.0" �� 6.5" SCALE.-
-
z 100 9.0" ��5.5" 6.5" 9.0"//5.5" 6.5" 9.0" PAGE De5C0.1P7I0Ni
t7 _ 2'MIN EDGE DISTANCE
_ CI C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 C5
#12 SMS W/2"EYEWAIL 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" 5.5" 11.5" _7171
9 9
ARMOR INSERT W/2"EMBED 53 16,0"16.0" 7.0" 9.0" 16.0"16.0" 9.5" 4.5" 6.5" 16.0"11.5" 6.0" 3.0" 4.5" qu,
"
62 1fi3O"13.0" 5.5" 7.5' 1fi.0"14,5' 7.5': 3.5" 5_5" 12.0"11_5" 6.0" 3.0" 4.5" ANCHOR NOTES;SEE SHEET
70 16.0"10.5" 5.0" 6.5" 16.0"12.5" 6.5" 3.0" 4.5" 9.0" 11.5" 6,0'• 3.0" 4.5" 9 FOR ANCHOR NOTES.100 11.5" 6.0" 3.0" 4.5' 8.5" 11.5" 6.0" 3.0" 4.5" B.5" 11.5" 6.0" 3.0" 4.5" ,