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FL# FL13757-R5 L �I
Application Type Revision OCT 8
7 h r,
Code Version 2014 OCT
Application Status Approved PERMI17J�41-z
St. Lucie P eunty, ;-i
Comments
Archived
Product Manufacturer Town and Country Industries,
Address/Phone/Email 400 West McNab Road
Ft. Lauderdale, FL 33309
(954)493-8551
tomj@tc-alum.com
Authorized Signature Frank Bennardo
frank@engexp.com
Technical Representative Thomas B. Johnston
Address/Phone/Email 400 west McNab Rd.
Ft. Lauderdale, FL 33309
(954) 970-9999
tomj@tc-alum.com
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Accordion
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E.
the Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation &Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By ORLANDO L. BLANCO, P.E.
Validation.Checklist- Hardcopy Received
Certificate of Independence FL13757 R5 COI Indep 2.odf
FL13757 R5 COI Indep 3.pdf
FL13757 R5 COI Indep ndf
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
hftps://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9RsQOIObF%2f`/`2fmZrDFh7dHzwQ`/o3d`/pad 1/2
10/25/2016 Florida Building Code Online
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL13757 R5 Equiv Equiv 2.rdf
FL13757 R5 Eauiv Equiv 3.Ddf
FL13757 R5 Eauiv Eauiv.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 Dwa.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 span/pressure FL13757 R5 AE Eval.pdf
combinations and additional limitations of use. Created by Independent Third Party: Yes I
13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13757 R5 II Dwa 2.Ddf
Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See installation drawings for allowable span/pressure FL13757 R5 AE Eva[ 2.pdf
combinations and additional limitations of use. Created by Independent Third Party: Yes
13757.3 E.A. Essential Facilities Accordion I 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 Dwa 3.)d
Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo PE-0046549
Impact Resistant:Yes Created by Independent Third Party: Yes I
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
Eaclt Mc:xt
Contact Us:: 2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have
one.The emails provided 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:
W� WKRM
Credit Card
Safe
https://floridabuilding.org/pr/pr_app U.aspx?param=wGE\.XQwtDgvgk7yHMuovbmRcEiVwSME9RsQO[ObF%2f%2fmZrDFh7dHzwQ`/`3d%3d 2/2
6.8 STREAMLINE SHUTTER 44EN
GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING
CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE AND THE
INTERNATIONAL BUILDING CODE((IBC))AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM UNLIMITED WIDTH-
MEETS
IDTH z-o• 1AU,,.jMEETS MISSILE LEVEL"D"AND INCLUbES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. :_p••" tVSEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION11
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BEDETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSUREREQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE TOP TRA ��FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN.3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330.4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5W tSAFETY FACTOR.5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND PLAN VIEW 3 5
ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL
CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. 3
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND y 0 w Y
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. w W .moi o
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE = a
g DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR Wl
WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 vO
SHALL BE USED. z
8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC w N m
SITE.
63 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL i t`
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME
PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER e%wg TM w
61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. �
TO BE APPLIED BY THE CONTRACTOR PROVIDED THE
10. THESE APPROVAL DOCUMENTS ARE SUITABLE Q 21 m
' CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR � �� �t Q--0 M
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM .2*4 p m
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. d
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL Q?m
DOCUMENTS. HURRICANE PROTECTION
12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING. BOTTOM
OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND TRACK F
SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE
DEVIATIONASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE q3 0
13. EACH SHUWER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS o S
9 INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION g
FORT LAUDERDALE FL
MISSILE LEVEL D-ASTM E1886,E1996&E330 1 SHUTTER ELEVATION
TAS 201202&203
FLORIDA BUILDIPSG CODE APPROVED 3 N.T.S. EXTERIOR ELEv L ,
14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O,N.,WITH A MINIMUM Fy OF 25 TABLE 2: L�
m 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
LL ALUM.ALLOY. NON-HVHZ ESSENTIAL
16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR
BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES $
9i 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 9E
18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER
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. <_30'ABOVE 30'ABOVE 5 30'ABOVE >30'ABOVE ` g
' N 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE
22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. 72" 2414" 1-5/8" 2-318" 1-5/8" g
23. SEALANT SHALL BE USED ON ANCHORS OTRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. "
. 99" 3-1/2" 1-7/8" 3-5181, 1-7/8" � S
TABLE 1: 120" 4-118" 2" 4-1/4" 2" a t
TABLE 1 NOTES:
1. DESIGN PRESSURES SHOWN IN"ACCORDION 144 4-7/8" 2" b" 2"
ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE TABLE 2 NOTES: ,$ s
SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. CCP/WaMANKL6FRM MAE
AT EACH RESPECTIVE SHUTTER SPAN. 2. NOFFHVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY
POSITIVE NEGATIVE 2• LINEAR INTERPOLATION BETWEEN SHUTTER FCaRT6x- 155-2339
SHUTTER SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND
DESIGN DESIGN SCAU:
SPAN BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A
PRESSURE PRESSURE DESIGN PRESSURES FOR THE NEM HIGHER MINIMUM SPAN OF AT LEAST 30". PAO!DE9CRIPRON:
PSF PSF SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE 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'
72" 100 100 ABOVE GRADE. `
N 89" 70 70 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE
120" 53 53 INDICATED ABOVE THE SEPARATION FROM GLASS FOR THE NEM HIGHER SPAN SHALL BE USED.
5 JI
g 43 40 0ON FOR LASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM
144" E199 �Iul
i
S
.EPAN dENN
2,874" PR04.874"MAXRIES ````11H yYED .54A,7�JARDO,P.E.
0.135" ? IY.Yr
0.062'
0.450"
T- 0.080• S •• ,•
0 0.125" ry
N ni 1.708" 0.100" 1.830" 0.062"
1.708° 0.100"
n --r- �_ 0.080" 0.063`
0.195" 0.096° 0.195" o 2.820"
.j 0.060' 0.070' ry 0.060" N ,'P a
3-. �� 0.125` rt. N 0.630" ri 0.630" 0.062" 1.993" 1.908" S�'��yralle
rf
0.630" 0.062' 0 --1- //`0'� a >
0.630° i 0.143" 'o.096" / �I
�•� �" .069"-{ -- 0.971" 0.971"j 0.143' 8
�-�- I 0 60" I I/ry a q a
0.062 '•0.200" �-1.069"'1 0.062' pp• 0.0 1. 70"-} 0.630" 0.06" ., 0062° fQVt-1.069" y"' mSUPPORT LEG OPTIONAL I I 0.200" �1 069Q-40.630
0.062'�0° W
5.745"MAX. 1.069' 0.062" w
5.745"MAX, m ?�
Oj WALL O BUILD OUT WALL O3 STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL ID tU
SCALE:HALF-SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE a
s
WHERE SHOWN,SCREW BOSSES
&FELT GROVES ARE OPTIONAL Li
ON ALL EXTRUSIONS M
0.874° 2.65S"
dJ1 u: 75° . "• o,terni 01O075" n��° w:Nn i�I 2.655" 0oury1 0I,.875�°
2.195" 0.510"
T
29.195" 1.2rM,nv30" /'..ww�z•o�m-'o0
1.229" 0.1050.060" 8
- �
0.72655' 2.362-
0.105"
.362"0.105" LEE,
.84"
�zFuUDt1
SmmQ1069" 50O
0.105" 0.0750.075"
4.510" 0.994"1 lAi'
0.044" J'� 3o g
m --- ---� 1 NOTE:TESTED THICKNESS OF a
4.510" 3.506"
� 0.07" BARE METAL W/O PAINT IS 0.039°
v
�- -� � SQ
Oj SILL Og SILL ADAPTER Og EXTENDED SILL EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE }�] =
SCALE:HALF SIZE
SCALE:HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE 'S
3a h�
0.477" ��6��g
0.080" 1.570" 0 510" 4
0.143"-{ 1.7084-1 0.143" 0.096' 0.590" 0,341" .06 0.070" 0.245"
0.060' T i5 ey
4.753" 0.115" ®0.080" 0.117° � 5
0.090"ry 0.096" ° '�•,�
4.510"� ,+ ri
0.080" �
5 0.080° �k '8 e
0.044" 0.227" 0.682" 0.630" 0.060'
C0F=WFRWL6WW=PE
0.693^ 15-2339
NOTE:THICKNESS OF BARE 2.822" 0.420" SCALE,
1.625"
METAL W/0 PAINT IS 0.039" pace DesealonoN1
15 6,8 STREAMLINE STACK RADIUS CEILING HEADER/SILL 17 6.8 STARTER WALL SILL CLIP Igb WALL SILL
SCALE:HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE SCALE.HALF SIZE
99
MDO,P.E.
�-{ -0.125" 0.610' STAINLESS STEEL 2801-r-f" "INSEIRTS
NYLON WASHER OR
ASSEMBLY �0" ALUMINUM 0.357"
0.320"0 HOLE50'
0.276" �•
o vo Nw :moi: 0 x 2.3/4'410 HT S.S.
ry 0.880' 0.05)" NYLON
u v,o O.lC 20"o SCREW ATING/TC ULTRACOTE �- 0.591° IA156,
P TOP&BOTTOM N 0.062°1.100°1 FO.24o^ � ) f �''.
+ NYLON BUSHING W/WASHER: 1 yy�iOE` m:�-
TYP.AT EVERY OTHER 0,750"
5 MAX. /16"0 x 1/2"@INTERIOR JOINT TOP
I Ax -j 0.870"�I�LI�III 0.154`-4 0.137"
INSIDE JOINT AT TOP. ' 1 7/16"0 x 1"@ INTERIOR JOINT BOTTOM
CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR
19 ANGLE 22 HOUSING-"ZINC DICAST >
ROLLER ASSEMBLY
,POWDER COATED W O BUSHING ASSEMBLY DETAIL O BOX CENTER INSERT //pp <6 c9
SCALE.HALF SIZE '
24 26 p
SCALE,HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE:HALF SIZE SCALE:HALF SIZEr m w$
OR KEY/THUMB TURN OPERATED INSIDE. Z
(-}0.250" BRASS PUSH LOCK W ~r9 3
23 3
SCALE:HALF SIZE 01 uj y
ow
� R0.155" m w••
2.125"
RO.500" 4.000° 0.236' 1.
1.742"
0.286° 603" a
Ud 0".250° rvi
a
1.001 0.
.� 0.2-'no+6i 7
"
0.50 0.623" 1.710" .224
Po
N " 0.090" 0.531" 0.531'" 0790. .
9;0).064" 0.28
2.250 ' 607"
0.09
0 �0.224° 0.2 - n w
0.060" 0.496" v
.000 .4-2.750" 1.758 m
I M6rn
*
O
RAINGUARD DECORATIVE FLOOR TRACK ON w� -2S
3Z=2
SCALE:HALF SIZE SCALE:HALF SIZE 0.160" 0.222"1 ro.0z.ao0062" 0.062" 21'
0.176' V
30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER E
SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE
3�
0.062" a o 5
0
5.500'x 13/16"WIDE --}0.400" �5 .O v
,� 167" 7/16"0 STAINLESS
STEEL NUT �c C �
TPet
LOb ?i
30 ` '
En
0.125" �[0.18B 10 " 0.438"
, ° 5/16 STAINLESS
P�,q
L 0.689° POWDER COATED,ZINC DIE-CAST 5/16"O INTERNAL n t N 0.121"
4.500" �t THREAD ru .+
T- SECTION A HEAD STYLE VARIES "' �_ 1.050°-�
DELTA MODEL 2022 36 T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW m �sf;
g INDUSTRIAL SYSTEMS SCALE.FULL SIZE O SCALE:FULL SIZE a
g (OPTIONAL) o o.zsa^ @(40b 40c Iq
N 35 BOX LOCK SCALE:HALF SIZE N 0.314
m SCALE:HALF SIZE �_ END STRIP 1�� o st All
l
f-2.000"-f 2" & 3" EXT bg
1.500
1.625" ".�1 0.125'
�' I SCALE: HALF SIZE
7 r
0.050" 0.093" D.12s^
"
,. o 0 0.125" ODPYRffFRAW(L8DlLkR00PE
o 0.093" m
0.250° c 'jEF IIII- 15-2339
E N
SCALE,
PAOC DE8CR7PTION• -
7.000" 1 L
20 ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE 9'8
3g 2X7 ANGLE SCALE,HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE G�
SCALE,HALF SIZE _v5�
i
ANY ANCHOR PER ANCHOR EDGE DIST. DWC¢9A)•/Q/p//4///
SCHEDULE @ 18"O.C. EXISTING DIST. •I 1"y :. °
GLA2[NG
SEE END STRIP
yy�� ry SCHEDULE FOR
4 A .ANGLE EMBED SPAN WHEN USI 20,40a,40b OR
(INTERIOR) _
PJ) LEG D RECITON m°.M :
EMBED. 17
[ II II '�`
7 0��A 1/4" OR 6.8 STARTER �y
17 Y 7Y 17 MAX. WITH 21 OR 25. O• Ip.
MIN.0.062"THICK 6063-T6 ALUM.
30 ANGLE 1"x 1"MIN.TO Y'x 5"MAX. 21 25
DEIST.
(ANGLE LEG MAY BE REVERSED) FASTEN ANGLE TO TRACK W/ x W
B ANY ANCHOR PER ANCHOR ((2 #10x1"SCREWS AT >U
CJRNER TOP&BOTTOM'AND r���3 <6
"U'
SCHEDULE @ IB"O.C. {y
ATTACH ATO 6.8 STARTEFE W/ �
3LUg t 00�W
#12 x 1/2"GALVANIZED OR 8
13 13 13 L!u�
i 0 13 #12 x 1/2"GALVANIZED OR S.S.SMS, S.S.SMS,3/16"0 ALUM.POP "N4 qq 3
L 6.80"(TYP.) 3/16"0 AM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE w ii 3
} USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18"O.C. ALTERNATE END STRIP DETAIL BOLT NUT @ W
18"O.C.
(EXTERIOR) 5/16-18 JB UMB SCREW INTO THREADED WITH 6.B STARTER AND ANGLE c W
INSERT(37)AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=T-0" ANY TRACK W/ e W'..
FROM BOTTOM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES.TYPICAL PLAN VIEW
HOLE SHALL BE 3/8"MAX WIDTH,UP TO PSF SPAN
SCALE:3"=1'-0" 1°HEIGHT. 1.8/0(2.71 62 100" D1`i
USES1)BRASS PUSH LOCK 112 8D"
�i OR(1 S/16-18 THUMB LOCKING DETAILS FOR 62 95" SEE END STRIP
132 75"
SCREW I 0 THREADED 2"B/O(3.7') y
INSERT ppl��AT 1/3 SPAN CENTER MATES 72 BB' SCHEDULE FOR MAX. w Y
TO 2/3 SPAN FROM ® 82 "
u SHOWN ON RANDOM - 8
BOTTOM OF SHUTTER. 30 DETAILS (4,7' SPAN WHEN USING
a RECEIVING HOLE SHALL BE
(�- 3"BIO ) 62 86" 20,40a,40b OR 40c, CL
"1
3/8"
"HEIGHT.WIDTH,UP T 13 ® 2 74' r 1/4" OR 6.8 STARTER y
30 ALT.1"B70 62 110" pp,, AX. WITH 21 OR 25. 7.5 a p P
(2.T) 72 -2 95' O1 O 2m 6 I'li
xo 12 811 40 40 USE APPROPRIATE
,
132 STARTER STRIP TO
1.5"4" 45 93" 40 20 PROVIDE CLOSURE
13 x0.093"
57 83" BUILDING CONDITIDNS. '6 3
3 60 81_oll g
B FASTE
I (INSIDE) " STRI84 75. TO TRACK W/(2)TER
21R#10x1P m g
2"x3° !44 SCREWS AT CORNER,TOP S9
xD.tz5" ALTERNATE END STRIP DETAIL &BOTTOM. O o
�w ANY TRACK W/SCREW
SCALE,3"=1'-0" BOSSES.
F 13 F I 2S H
5p SILL S n 9FOR GREATER SPANS OR LOADS THAN
m I Q I SHOWN IN END STRIP SCHEDULE,END g
g STRIPS REQUIRE A 1'X1'A90"CLIP ANGLE �'®
V) 141 SPAN USING ANY ANCHOR ON THE EXISTING GLASS ,'. '
0 Z ANCHOR SCHEDULE.3/4-M
--JHtLi vSCREWOR 1/4-2013OLTTO END STRIP.:\-q3
w USE tt1)BRASS PUSH LOCK u SZ 4 y
USE(11 BRASS PUSH LOCK F OR(E 5BRAS THUMB (INSIDE)
OR(1 5/16-18 THUMB 13 SCREW MAN
THREADED Z
k I SCREW 0 THREADED 30 ) df INSERT (371 AT 1/3 SPAN SILL g 5� .
`� L ILLI INSERT 7 AT 1/3 SPAN YD. SP' 1
TO 2/3 N FROM (OUTSIDE Y�6 BOTTOM OF SHUTTER e
BOTTOM OF SHUTTER.
RECEIVING HOLE SHALL BE ¢6 qqq
3/8"MAX WIDTH,UP T � ¢
1"HEIGHT. 23 e
O TYPICAL OUTSIDE CORNER CLOSURE s 30 I�$
CC1 DETAILS WO/CORNER POST - -
U-
4
- - .1 0 , ffiR
NTS 13 30 00FYR161RFF.MLBEIRMORE.
13 31 215 13 3 (OUTSIDE) 15-2339
SILL SCALE. -
USE(1)BOX LOCK AT 1/3 PA REDESCRIPTION;
c SPAN TO 2/3 SPAN FROM
BOTTOM OF SHUTTER
TYPICAL INSIDE CORNER CLOSUREF MULTIPLE SHUTTER ASSEMBLY "99
CC2 DTs AILS WO/CORNER POST E a SCALE:3"=1'-O"
a
```l P P.E.
Cl CONNECTION TYPE
/'
REFERENCE ANCHOR EXISTING HOST 9Q
SCHEDULE FOR MAX. STRUCTURE
SPACIN ,T
i' Cl CONNECTION TYPE 1/4-20 MACHINE BOLT 2 :
\ REFERENCE ANCHOR 1/2" W/NUT Cd 12"O.C.OR '
/ \ SCHEDULE FOR MAX. ® 014 SMS P 6"O.C. * ,
SPACING 1/2" (TYP.TOP&BOTTOM) n�m
ALUM. TUBE so Jf�
EACH SANGLES SEE T 6 ALALO OR SIZE. ` v~i S R 6 OR/ ''/// X1`4
0 80Rg Z Ld
uJ
1"x 2"x 1/B'• I �• I ALTERNATE THRU BOLT - lUJ a
OR 2"x 2"x 1/8" v Cl CONNECTION TYPE MN GLASS w U m
° REFERENCE ANCHOR t 66 U
ALUM.ANGLE SCHEDULE FOR MAX. SEPARATION 13 tw- w 'g r a1 w
13 SPACING PER TABLE FQ w Lo n
THREE 3/76"0 ALUM. ° = C W
POP RIVETS OR - II I GLASS as w m
THREE 012 SMS,TYP. ° 17 OR DOOR X w w I-
3/16"0
N ,1
3/16"0 ALUM.POP ~ I a 2 w o w°`•
17 RIVET OR P 18"D C.#12 SMS
S `4 _ A�>t`/''Nq�\\ 5 0 OR �Z
TABLE A(co) \ - /
c PRESSURE VS ALLOWABLE LENGTH , w F> _\ 0 M
MAY USE MALE OR — U ut
PSF 2 N°°8/�8° 3 N°81 8• O- N
FEMALE LOCK-SLAT w❑ I m
62 130" 188° 13 ALTERNATE THRU BOLT 1/4"MAX.FROM PIN
C5 CONNECTION TYPE Cl CONNECTION TYPE GUIDE TO BUSHING
72 124" 179" CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR WASHER(TYP.) ' �n8
82 119" 172" NTS SCHEDULE FOR MAX. SCHEDULE FOR MAX. 19 �9
d 92 114" 165"
� SPACING I 14x3/4"SMS @ 9"O.C. �I�-a
102 110" 160" ---� ANGLE TO TUBE CONNECTION '/I rn Q M
Hca pm
120 104" 2;x 2"x.125" ca 0:�1
v lsD TABLE B(m) EXISTING HOST EMBED. 6063-T6 ALUM.TUBE O z'�
9T 131" STRUCTURE m
200 1 68 1 114" PRESSURE VS ALLOWABLE LENGTH 5 CONNECTION TYPE
Z x2'xl�6 3°x3°zl`8° EDGE DISTANCE REFERENCE ANCHOR m g
PSF WITH B/O WITH klO SCHEDULE FOR MAX.
SPACING ' u1
62 113" 166" = 3 g
7z lDr Is7 ASTENER @ 18"O.C. Cb ALTERNATE BUILD OUT MOUNT SECTION 8
(USE ANY ANCHOR SHOWNm
8z IDt° 1q7° IN ANCHOR SCHEDULE).
SCALE:3"=1'-0"
92 95" 139"
102 w 132• CO.
b 12D 83° 122" Tl��i1
0
I50 74" 109' w
F tti
200 64° W
94° ~ m
LL 2 x 2 x
3/16 RIVET OR#12 SMS 090"6063-T6 MR GLASS 13 F- M H e "
.9 1B"D.C. OR 1/4-2 ALUM.TUBE TYP. PARATION = z u w -
17 F w PER TABLE N -W �gI at
NUT&BOLT(TYP.). S
RIVETALUM.POP 3 GLASS 2 X 0z°1 deg
RIVET OR#12 SMS
ALUM. TUBE gip; DR DDDR d
6063-T6 ALLOY @1 18"O.C.(TYP.) u'�S E Loi a~ i1
x 5"x " "w
SEE TABLE B FOR SIZE. 2 FASTENERS CONTINUOUSSEEACH ANGLE LUMINUM ANGLE1"x 2"x.093"fi063-T6 PTIONAL ANGLE INSIDEALUM.ANGLE,TYP. THREE 3/16"0 ALUM. Ar2"
RIENTATION TYP.
0 POP RIVETS OR w
17 THREE#12 SMS,TVP.
1"x 2"x 1/8" "
OR 2".x 2"x 1/8" D S 4 CONNECTION TYPE
ANCHOR
13 ALUM.ANGLE \ SCHEDULEEFOR MAX. o B
USE MALE OR FEMALE \\ SPACING 00PYWATPWWMLBOHMWPE
LOCK-SLAT EXISTING CONCRETE, 15_2339
13 13 BLOCK OR WOOD FRAMING
SCALE: -
5 (OUTSIDE) EE INSIDE SILL MOUNT SECTION PAGE DESCRIPTION:
#12 x 1/2"GALVANIZED SCALE:3"=V-0"
OR S.S.SMS,3/16"0 ALUM.
CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS °9,
NTS MACHINE BOLT&NUT SCALE:3"=l'-0"
. p 18"O.C.
c
. 8
Y 46 eryfff
C5 CONNECTION TYPELd NNq
REFERENCE ANCHOR EXISTING tiC•I�11�nn 9 f/i�
SPACINGE FOR MAX. STRUCTURE •O`,jyw� R• .�
GLASS w- GLASSUCl
CONNECTION TYPE 5"MAX. 1/4-20 MACHINE BOLT
OR DOOR w u u OR DOOR w REFERENCE ANCHOR 19 W/NUT(p1 12"O.C.OR
F-u IA�" w SCHEDULE FOR MAX. Q #14 SMS @ 6"O.C.
=w¢ N w w SPACING /y (TYP.TOP&BOTTOM) ITA Gf i
MN 13 01 w N Q p .' `
1/4"-20 THRU BOLT W/ ate" X m
LOCK NUT 12"O.C.OR EPARA71 a i a Q #14 x 1/2"SMS(p 12"O.C. w z t- w F ;y
PER f F F- OR 3/16"H ALUM.POP J a ❑ w S R 6 OR
12 x 1/2"SMS 12"O.C.E.S. L7 a a
OR 3/16"0 ALUM.POP TABLE wZ) ALUM.POP RIVETS @ 112/O.C. a �RgJ 1i , xRIVETS @ 6"O.C. E.S. w W . �7 SU HR 1/4"m ALUM.POP RIVETS 'y� u12"O.C.E.S. / ASSEMBLOY "MAX.FROM PIN ES PARATION 13 H u y 1/4"MAX.FROM PIN p. WAND 0 GUIDE TO BUSHING ID O S ING PFR TABLE 2 _to w w Z N p O SHER(TYP.)
ASSEMBLY WASHER(TYP.) m GLASS H owm W .+W11.
/ 1/2" 1/2"TYP. EXISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR—1I1r ❑ a 3 a m y
o BLOCK OR WOOD FRAMING II X a.,( u1
w 'PV'
EFERENCE ANCHOR II Q ❑a OWk
4 CONNECTION TYPE CHEDULE FOR MAX. E u N .O
REFERENCE ANCHOR SPACING a a
EDGE SCHEDULE FDR MAX.
01ST. SPACING AS SHOWN w
3 CONNECTION TYPE IN DIAGRAM ON PG.9 w o *(]q 6 6 R m
REFERENCE ANCHOR EXISTING CONCRETE, U'3
SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 1/4"MAX.FROM PIN
/ SPACING.ALT.FASTENER GUIDE TO BUSHING
LOCATION.FRONT AND Cl1 CONNECTION TYPE
� BACK ANCHORS NOT RED'D REFERENCE ANCHOR 1/ WASHER(TYP.) w=
P1111 MAX.FROM Og INSIDE MOUNT SECTION SCHEDULE FDR MAX. 19 -
Li PIN GUIDE TO WITH THIS LOCATION SCALE:3"=1'-0" SPACING
r 5 CONNECTION TYPE 1���
••�� BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR rn� Q m
a9
(TYP.) SCHEDULE FOR MAX. =.m
r SCALE 3"=1'-0" EXISTING CONCRETE, SPACING pb§
BLOCK OR WOOD FRAMI EMBED.
BUILD OUT MOUNT SECTION a
e - TYP. BOTTOM EXISTING CONCRETE, SCALE:3"=1'-0" ^ )E
BLOCK OR WOOD FRAMING v\e o❑
S EDGE S7 EXISTING a
NOTE:FOR DETAILS A.B.D.AND E ON THIS SHEET, 4 CONNECTION TYPE STRUCTURE ^-�
THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR EMBED. 5 CONNECTION TYPE
WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS o
A MINIMUM OF TWO SETS OF ANCHORS AND IS A m SCHEDULE FOR MAX. REFERENCE ANCHOR E SPACING SCHEDULE FOR MAX.
s MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK W SPACING
USED WITH THE BASE TRACK MUST BE CONTINUOUS
FOVER THE GAPS BETWEEN SECTIONS. 3 16
R w _ IA
a{J GLASS w F~-j W O
3 OR DOOR MN F =0- F-w -D 6
5 w #12 x 1/2"SMS @ 12" EPARATJ MASS13 ❑ i w w❑j a ee
LL el: t-I O.C.OR 3/16"0 ALUM. PER v=i o uwi m 13 w=❑c 6
fwDD POP RIVETS @ 6"D.C. TABLE % ❑zr GLASSOR UMNGLA 2=Ln=u O�S1�� •
I- =W OR 1/4"H ALUM.POP Q ec Q DOOR N F- N m
13 =_0_� RIVETS@12"O.C. F ua PER TABLE Z�zla- ,!
9 MN GLASS yrZvm uW 4zoz 3 (�
SEPARATION L7 o w Q Q J❑a 8E
m
PER TABLE 2 x w a 4~ Q7 AND OB 1/4"MAX.FROM PIN u w
1/4-20 S.S.MACHINE Q u❑a a a g
SCREW&NUT °(C E wy ASSEMBLY 1/ 1/2" GUIDE TO BUSHING
12"0.C. P. WASHER(TYP,) Iw7 H: 6
GLASS p o 1/4"MAX.FROM PIN
¢ OR DOOR 1/4"MAX.FROM PIN m w ❑
g X GUIDE TO BUSHING w 4 CONNECTION TYPE 1/2" 4 GUIDE TDB SHING �e
S - a SHER(TYP.) �� ,3
r Y WASHER(TYP.) EDGE REFERENCE ANCHOR
,�.a 5 6, EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. _ _ coPrroc7RFlwuLmwetmOP'E'
r X m BLOCK OR WOOD SPACING AS SHOWN 2 CONNECTION TYPE 15-2339
FRAMING EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR
BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX, SCALE,
is DR SCHEDULE FOR MAX. SPACING PAGE DESCRIMONI
x 3"x 1/4"CONT. 3 CONNECTION TYPE #12 x 1/2"SMS(al 12" SPACING.ALT.FASTENER EXISTING CONCRETE, _
063-T6-ALUM.ANGLE REFERENCE ANCHOR D.C.OR 3/16"0 ALUM. LOCATION.FRONT AND L K OR WOOD FRAMING _
MAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS(°1 6"O.C. BACK ANCHORS NOT REO'D
S SHOWN DASHED) SPACING OR 1/4"0 ALUM.POP WITH THIS LOCATION b'O
RIVETS 12"O.C.
g O SCALEMOUNT SECTIO (O O SEAL�IE G3 /11NS� IDE MOUNT SECTION OO SECTION ILD OUT
g
SCALE,3"=1'-0"
Al RDD,P.E.
MN CLASS
GLASS SEPARATION
OR DOOR PER TABLE 1300 /
Ei
w o= GLASS OR
rU 44 DOOR
M Q Z GLASS OR �•
=w
DOD MN GLASS
X N SEPARATION
Q=a rP7ER
LASS w w PER TABLE 2
I E F ATION r m W j •'
Zr ABLE2 WRQwFm
' �= tnxl- woF /pI
- Ir,�pu FZOW BULL W Sw
-� - 13
Z. 13 i5L=.I � Q Ur `n
ca
U z CI CONNECTION TYPE • o z J' •C 9 3
1/4"MAX.FROM PIN GUIDE 28 u a REFERENCE ANCHOR u Q N
Q Z N
I TO BUSHING WASHER ITYP.) Q w SCHEDULE FOR MAX. Q a W w��m7 3
4I TWO 1/4"0 WOOD p5p•• SPACING m Nim 3
LAG SCREWS @ 24'• X04 CONNECTION TYPE .250•• ouJ—
O.C.MAX.WITH 2" .1•
THREADED PENETRATION REFERENCE ANCHOR ,0.�O
"T"INTO CENTER OF 2X STUDS SCHEDULE FOR MAX. ¢SPACING /o N 8 8
EMB."T' 14 SMS @ MIDSPAN BETWEEN /x /w -
STUDS FOR TRACK TO 1•'x 4" / EXISTING HOST STRUCTURE
PLYWOOD& TUBE CONNECTION
STUCCO FINIS 1•'x 4"x.125•'
6063-T6 ALUM.TUBE y y
THIS DETAIL TO BE USED WHEN STUD SPACING g DECORATIVE FLOOR TRACK DETAIL O WALL MOUNT SILL DETAIL w' s
d SCALE,3"=1'-0" SCALE,3"=1'-0" �$
EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. ra $
O ul
WALL MOUNT SECTION THIS DETAIL MAY _ o M
SCALE:3"=1'-0" ALSO BE USED zm m 11'
AT TOP
ZD
g ACCORDION SHUTTER E 3 S
a a g
B PER PRODUCT APPROVAL F cw
—GLASS r c ,
MN GLASS
v = `D SEPARATION OR DOOR 13 D N O
N II PER TABLE = �� EXISTING WOOD(G=0.421
$ APPLICABLE AT TOP Z m Z TRUSS OR RAFTER
n AND/OR BOTTOM Q d X Q @ 24"MAX.O.C. -1/2'-1/2"
a a
2"OR 3" E m E N EXISTING FINISH
MATERIAL
1/4"MAX.FROM PIN GUIDE I o K�' °' r
g 1/2"MIN. 5 6 2"x 5"x 1/8"6063-Tfi , w
TO BUSHING WASHER(TYP.) ALUM.ANGLE W/THREE I �I m $ a I
2"x 3"x Ys'x CONTINUOUS OR 2.175" 8 g I: _ 5 s
2"x 2"x You x CONTINUOUS 1" 611
1/4"TILE(TYP.) 1/4"0 WOOD LAG w g
FINISH MATERIAL SCREWS WITH 2-3/4" a
6061-T6 ALUMINUM ANGLE MINIMUM THREADED
PLYWOOD PENETR.•'T•'IN WOOD @ 5 6
MIN.THICK 6061-T6 ALUM TRACK X -� 1/4"0 A325 GRADE THRU BOLT @ 7"O.C. EACH RAFTER OF TRUSS, ' S! 3
FASTENED TO ANGLE WITH 1/4-20 OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C.
ANGLE FASTENED TO E 24"O.C.MAX.WHERE
EXISTING 3 KSI CONCRETE MACHINE SCREWS AT 3"FROM ENDS GALV.OR S.S. ANGLE EXTENDS BEYOND
HOST STRUCTURE 3 UCIURE WITH AND 9'O.C.FOR THE BALANCE ry, LAST TRUSS MORE THAN a �5
1/4"0 ELCO ULTRACON TO CONCRETE/CMU i
y"0 ELCO ULTRACONS AT 1< 6", EXTEND ANGLE TO w
EXISTING CONCRETE HOST 5"O.C.W/1-1/4"MIN.EMB, a
3°FROM ENDS AND 4"O.C. NEXT TRU55. w
2-1/2"MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW @ 9"O.C.W/1-7/8" r w>
¢ •1, MIN.EMB. IN WOOD SG=0.42,TO 0.55.
FOR BALANCE WITH 1�/a"
IN EMBEDMENT AND 1%, MAX.DESIGN LOAD AT S'-O"MAX SPAN:
s MIN EDGE DISTANCE, *62 P.S.F. EXISTING CONCRETE, !J N r=w m fl d
STAGGERED WITH 3"MIN. HOLLOW BLOCK OR •• F' CUP(IUGMB 8EffiMDOPE
MAX.DESIGN LOAD AT 6'-O"MAX SPAN: WOOD FRAMING.SEE I` 2"x 5"x 1/8"CONT. X w a 2 r
SPACING,TYP• t 52 P.S.F. ANCHOR SCHED. �' ALUM.ANGLE(6063-T6) 0 Qa 15-2339
Ha BUILDOUT MOUNT BASED ON TYPE OF w N SCALM -
STRUCTURE
SCALE,NTS (MAX.DESIGN LOAD PAGE 02SCR�P
€ O PASS THRU DETAIL
F Hb SCALE.3"=1'-0" O TRUSS MOUNT SECTION 9�
ui SCALE:3"-1'-0"
DlID1 O,P.E.
EXISTING HOST ALT.LEG DIRECTION
STRUCTURE 1/4'ALL POINTS SOLID SET
12"MIN FROM EDGE OF ACCORDION ROUND WINDOW EMBE
EDGE OF ACCORDION z z D IN CONCRETE OR HOLLOW OW BLOCK,3"MINIMUM
ASSEMBLY
EDGE OF SHUTTER, SHUTTER BLADES 1/2" SPACING,AND 3"MINIMUM EDGE DISTANCE
TOP OR BOTTOM I AX (2)6063-T6 ALUMINUM L
ANGLES PER BEAM END,SIZE N�
1 1/2" PER SPAN TUBE SCHEDULE y
EMBED. SPAN TUBE PER
DESIGN SCHEDULE A A�m 0
ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT @ •• 66
0•'
SHUTTER BLADES m a 12"O.0 OR#14 x 3/4"SMS 6"O.C.
3.5"MIN
TYPICAL {I-1/2"MAX. ce,y 7�I Boyo dx€€3
03"MIN -+-EDGE 316 •Sm 1..1
2.875"0 HOLE;WINDOWS
DISTANCE MIN.GLASS 13 �z~ Z Q '.9
m w
ROUND WINDOW II o: !J
MAXIMUM OF EXISTING A SEPARATION w Q 0 W ''9 3 6 6
PER EVERY OGLASS OR w $Tw•'-.
' DOOR N8u N0: w
LIGHT-N-VIEW WINDOWLU
uN �0
3"MIN ¢Z �D
O EDGE r1/2"MAX Ka w¢
8
EXTERIOR ELEV 2N.T.S. =k DISTANC
Vn F N N
5 6
f
00 0 3 16 1/4"MAX.FROM PIN GUIDE
w a w Z TO BUSHING WASHER TYP.
o F- a 1/4-20 MACHINE BOLT W/NUT @
w rn 1/2" ACCESS 12"0 OR#14 x 3/4"SMS 6"D.C. y N
2.875"0 HOLE TOHOLESPAN TUBE PER w 3
RECEIVE ROUND EMBED. DESIGN SCHEDULE
d WINDOW ASSEMBLY I 1/2" (2)6063-T6 ALUMINUM y
AX. ANGLES PER BEAM END,SIZE1 f9
A EXISTING PER SPAN TUBE SCHEDULE Iii p .@ a
HOST 1/4"0 THRU BOLTS SEE BEAM O Z ca?�
STRUCTURE
SCHEDULE FOR REQUIRED NUMBERS
u 1 4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN E
EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM -� `)E
0.125" 0 125" SPACING,AND 3"MINIMUM EDGE DISTANCE C_-\/-`E
m 0.032" 0.032" J g
0.196" SPAN TUBE SECTION a
5agq> v�
N.T.S. VERT SECTION �.L
FSPAN TUBE SCHEDULE
^ \ ALLOWABLE TUBE NUMBER OF NUMBEROF MINIMUMANGLE
J 1 TUBE SHUTTER SPAN THRU-BOLTS ANCHORSPER LENGTH
ROUND SIZE SPAN ANGLE
s _ .. g
= I + I E g WINDOW TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM
ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE a d
,D 2'k5'k 60" 123.8" 135.7' 2 2 2 _ 3 4" 7"
' 96" 101.7 106.9" 2 2 3 __ 3 7" 7" �(
0.125" u���71 ,•
123" 89.9' 84.4" 2 2 3 3 7" T'
\ ` 60" 129.P 157.0^ 2 2 2 3 4" 7" .,
\ / \ 5 96" 114.8' 124.1" 2 2 3 3 7" T' u
/ F 123" 1D2.8' 109.6' 2 2 4 4 -10"_ - 10" 98
2'x8'kE123"
60 138.0' 198.9" 2 2 3
02.875" 03.250" 140.188" I 0.125" 122.7" 155.7" 2 2 3 4 _7"_ 10" m '
' 115.4 137.5" 2 3 4 5 10" 13" �•158.1 2A0.0" 2 2 3 4 7" 10"\ O.1B75' 140.6' 229.8" 2 3 4 6 10" 16•LIGHT-N-VIEW WINDOW \ � 132.2" 203.1" 3 4 5 7 13" CWYPJMff FR (L8PMMWPF
N.T.S. SABIC PLASTICS SLX1431T-UL-94HB / SPAN TUBE SCHEDULE NOTES-
1. x3 xl 4 x x 4"ANGLES FOR 2"x5"&2"x6"BEAMS. 15=2339
2. USE 2"x5"4/4"ANGLES FOR 2"x8"&2"x10"BEAMS. aCALE: -
3. USE BEAM SCHEDULE FOR DETAIL 3/8. pAOc oEacniPNox;
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.
(; 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND
2
BLADE W1 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
N.T.S. EXTERIOR ELEV ABOVE AR6 BELOW THE BEAM.'
C 6. LAP BEAMS ARE NOT ALLOWED,
7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM.
ANCHOR SCHEDULE: CONCRETE .��` qaft''P/E.
2.5"MIN EDGE DI NCE
G
Spans UO To 6'-0" Soans UO To 8'-3 Spa-UP To 12'-0" ••�'t/�11, ��_ • 5
•
LOAD CONN TYPE CONN TYPE CONN TYPE '
O ANCHOR (p5Q • '
z C1 C2 C3 C4 CS C1 C2 p CA � C� C1 C2 I C3 fA CS
1/4"ITW TAPCON OR ELCO 43 16.0"16.0"15.0"16.0"116.0"16.0"16,0" 9.0" 13.0"116.0"16.0" 9.5" 5.5" 8.5•• 14.5" :1 (I
ULTRACON WITH 1-3/4' _53 16.D"16_0"10.5"_14.5"16.0"16.0"2:E 7.0" 10.5"16.0"15.0" 7.5" 4.5" 7.5" 10.5" �QO OSFN
EMBED(3192ps1 MIN CONC) 62 16.0" 6.0" 8.5" 12.5"16.0"16.0" 9.5" 5.5" 8.5" 7.5" 4.5" 7.5" 10.5" •f7 Yy�
70 i6_0"13.0" 7.0 11.0'16_0"15.5" 8.0" 5.0" 7,5" 11.5"15.0" 7.5' 4.5" 7.5" 10.5" 7 / B COMBINATION % ��``
I/4°MILLENIUM�MILLFAST 43 16.0"16.0"15.0"16.0"16.0"16.0"16.0" 9,0" 13.5"-16.0"16.0" 8.5" 5.5" 9.0" 13.5" 2 x S ITYP. 9 / IO COMBINATION ��/,�/', � 5�0
4 J
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"113.5" 7.0" 4.5" 7.5" 9_5" 7� I� C
MIN CONCRETE) 62 16.0"15.0" 8,5" 13.0"16.0"16.0" B.5" 5.5" 9.0" 13.5"13.5" 7.0" 4.5" 7.5" 9.5" O `¢ j U�W
�� 70 160"12.0" 7.0" 1.1.0"16.0"14.0" 7.0" 4.5" 8.0" 10.5"13.5' 7.0" 4,5" 7.5" 9.5"
100 13.5" 7.0" 4.5" 7.1" 9.5" 13.5" 7.0" 4.5' 7.5" 9.5" 13_5' 7.0" 4.5" 7.5" 9.5" t m Z o
W
1/4°ELCO CRETEFLEX 554 43 16.0"16.0"16,0"16.0"16,0 16.0"16.0"13.5"1�3.0"16..-'
16.0"12,5" 8.0" 13.0"16.0" 1 x S TYP. 2 x S TYP. ,N.1 9 3 e
W/2"EMBED(3350psi MIN 53 16.0"16.0"16,0"16.0"16,0"16.0"16.0"10.0" 16.0"10.0" 6.5" 11.0"14.0" W
CONC) fit 16.0"16.0"12.5'16.0"16.0"16.0"12.5' 8.0" 16.0"10.0" 6.5" 11.0"14.0'_' 3t 11!
J
70 16.0" 16.0"16.0"16.0"10.5" 7.0" 16.0"10.0" 6.5" 11.0"14.0" O W a
100 16.0"1D.0" 6.5" 11.0"14.0' 16.0"10.0" 6.5" 16.0"10.0"1 6.5"111.0114.0" ,D W
1"MIN EDGE DISTANCE NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING.
a
cl cz I p c0 cs c1 cz c3 c4 cs c1 a c3 c4 cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE:
1/4°ITW TAPCON OR ELCO 43 16.0"16.0" 7.5" 8.0" 16.0"16.0"16.0" 5.0" 5.5" 16.0"16.0" 9.0" 3.0" 4.0" 10.0" - C2 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE r,
m ULTRACON WITH 1-3/4' S3 1fi.0"16.0•' S.5" 6.5" 16.0"16.0"12.0" 4.5" 16.0^14.5' 7.5" 10.0" ANCHORS ONLY
EMBED(3192psI MIN CONC) 62 16.0"15.5" 4.5" S.S. 16.0"16:0" 9.0" 4.0" 14.5"14.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE®WITH m
f OUTSIDE ANCHORS ONLY
70 16.0"12_5" 4.0" 5.0" 16.0"15.0" 7.5" 11.0"14.5" 7.5" �10.0" �+
.--. _. _100 14.5.' 7.5".����������10,0"14.5" 7.5" jjj/j10.0.,14.5" 7.5"• , 10.0"
1/4'MILLENIUM MILLFAST 43 16.0 16:0 L1.0 13.5 16:0_'16_0"13_0" 6.5" 9.5" 16.0"13.0" 7.0" 4.0" 6.5" 10.5" W T3
WITH 1.3/4"EMBED(3275ps1 53 16.0"16.0" 8.D" 11_0"16_0"16.0" 9.0" 5.0" 7.5" 16.0"10.5" 5.5"/ S.S' 7.5" ANCHOR NOTES:
d MIN CONCRETE) 62 16.0"11.5" 6.0" 9.0" 16.0"13.5" 7,0" 4.0" 6.5" 11..0"10.5" 5.5"/ 1. SPANS AND,LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACINGpQ
70 16.0" 9.5" 5.5" 8,0" 16,0"11.5" 5.5" 5.5" 8.5" 10.5" 5.5" 5.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE
100 10.5" 5.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1), pb° rl
A U 1.1/4"MIN EDGE DISTANCE
s o 1/4°ALL-POINTS SOLID-SET - 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, Zm<m
3 u ANCHOR W/7/8'EMBED& C1 C2 C3 C4 CS Cl C2 C3 C4 CS CS C2 c3 C4 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR Q
1/4-20 ss MACHINE SCREW 43_16.0"16.0" B.5"_10.5"16;0"16.0•'12.0" 5.5" 7.5" 16.0"12.5" 6.5" 3.0" 5.0" 10.0" EQ%ALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER
L (3000psI MIN HNC) 53 16,0"15.0" 6.5" 9.0" 16.0"16.0" B.5" 4.0" 6.0" 15.5"10.0" 5.0" 4.0" 7.0" THAN OR EQUAL TO SHUTTER SPAN. E �Z�••
6 62 16.0"11.0" 5.0" 7 0" 16.0"12.5" 6.5" 3.5" 5.0" 10.0"10.0" 5.0" 4.0" 7.0"
•� 70 16.0" 9.0" 4.5" 6:0" 16.01,110.5', 5.S' 3,0'• 4.0•' 8.0" 10.0" 5.0" 4.0" 7.0•' 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. :.E 3 g
m 100 10.0" 5.0•' 4:0" 7.0" 10.0"
S.
4.0•' 7.0" 10.0" 5.0" 4.0" 7.0" 4. EXISTING STRUCTURE MAY 0E CONCRETE,ASTM C-90 HOLLOW CONCRETE
3"MIN EDGE DISTANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER v
R 1/4"ALL-POINTS SOLID-SET _ ._- ANCHOR TYPE�ASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE -
ANCHOR W/7/8'EMBED& Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS 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"(3000ps1 MIN CONC) 53 16.0"16.0"13.5"16.0"16.0" 14.0" 8.5" 13.5"16.0"16,0" 8.5" 5.5" 9.5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE
16.0"16.0"10.5"16.0"16.0" 11.0" 7.0" 11.0"16.0"16.0" 8.5" 5.5" 9.5" 12.0" ONLY.
70 16.0"15.0" 9.0" 14.0"16.0" 9.0" 6.0" 10.0"13,0"16.0" 6,5" 5.5" 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
LOo16.0•' 8.5" 5.5" 95" 12.0" 8.5" 5.5" 9.5" 12.0"16.0" 8.5" 5.5" 9.5' 12.0•' IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT
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 C1 C2 I C3 C4 C5 C1 C2 C3 I c4 I CS io r 6 C3 c4 1 C5 FINISHES.
1"EMBED(3000ps1 MIN 43 16.0"16.0"14.0"16.0" L6.0"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"16.0" I9_5" 1q.0"_16.0"16.0" 9.5" 6.0" 10.0"16.0"11.5" 6.0" 4,0" 7.0" 8.0" VARY,FIELD VERIFY THAT FASTENERS ARE]Ni0 ADEaUATE WOOD FRAMING :1 e
MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD I5 ACCEPTABLE ONLY FOR 8
62 16.0"12.5' 7.5" 12.0"16.0"14.5" 7.5, 5.0" 8.5" 11.5"11.5" 6.0" 4.0" 7.0" 8.0" SIDE CLOSURE PIECES.
3° �� 70 16.0"1D.0" 6.5" 10.5"16.0"12.0" 6.0" 4.0" 7.5" 9.0" 11.5" 6.0•' 4.0" 7.0" 8.0" 5� ,
100 11.5'• 6.0" 4.0" 7.0" B.0" 11.5" 6.0" 4.0" 7.0" 8.0" 11.5" 6.0" 4.0" 7.0" 8.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER
vgi 1/4'POWERS SS DROP-IN -ci
.. __... .. .ES' H_I'MIN EDGE DISTANCE EDGE DISTANCE IS ACCEPTASHALL BE LOCATED IN BLE FOR WOOD FRAOF NOMINAL 2' MIN(G.TNUG CREWS SHALL g ®
m W/1/4-20 SS BOLT AND C1 c2 p c4 CS CI a C3 C4 C5 Cl C2 C3 CA CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. &F
1'EMBED(3000psI 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,D" 32.0" 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN s G
CONC) 53 16.0"16.0"10,5"15.0"16.0"16.0"10.0'• 6.5" 10.5"16.0"12.0" 6.0" 4.0" 7.5" 8.5° BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER
62 16.0"33.0" 8.0" 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. a
70 16.0"110.5"1 7.0" 11.0"16.0"12.5' 6.5" 4.5" 8.0" 9.5" 12.0" 6.0" 4.0" 7.5" 8.5"
® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
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'• 8.5' t TT � �
11
2"MIN EDGE DISTANCE DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW,
#12 SMS W/2"EYEWALL Cl C2 C3 C4 C5 C1 C2 C3 C4 C5 CI C2 C3 CA CS NUT OR WASHER WINGNUT. COPYIWIOHNN(LB96ww PH
ARMOR INSERT W/2°EMBED 43 16.0"16.0"11.5"14.0"16.0"q14.O"
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"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" 9.0" 4.5" 6.5" 140"14.0" 7.0" 3.5" 5.5" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO SCAIeI - -
DRILL INTO HOLLOW BLOCK NOR SHOOLD IMPACT DRILLS BE USED TO INSTALL PaOe DesauPTleN:
70 16.0"12.0" 6.0" 8.0" 16,0" 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" 7.0" 3.5" 5,5" 10,0"14.0" 70" 3.5" 5.5" 10.0"
[ARMOR
2 SMS W/2.75"EYEWALL 43 16.0 16.0 16.0"16.0"16.0" 16.0"10.0"14.0' 16.0"16.0"11.5" 60'• 9.5" 16_0" n9
INSERT W/2.5' 53 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"
BED(2000ps1 MIN CONC) 6216A"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" 11.5"16.0"16.0" 9.5" 5.5" 8.5" 14.0"16.0" 9.0" 5.0" 8.0" 13.0"
��!)
$ 100 16.0" 9.0" 5.0" 8.0" 13.0"16.0" 9.0" 5,0" 8.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0"
P.E
ANCHOR SCHEDULE: CONCRETE (CONT.) ��y4NggO'
2-3/16'MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE •{„/�fI; 2
G Spans Up To 6'-0" _Spans Up To 8'-3" Spans Up To 12'-0" Spans Up To 5.0" Spans U0 To 8'-3" Spans Up To 12'-0"
LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE * '
x ANCHOR (P'0 C1 C2 C3 C4 CS Cl C2 C3 C4 CS CS C2 C3 C4 CS C1 C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5
43 I6."16.0"116.0"116.0"16.0"36A" 6. "12
5/16'ITW TAPCON XL WITH 01 0
1-3/4'EMBED(2899ps1 MIN 53 16.0"16.0"14.0"Sfi.O"16.0"16.0"14.5" 9.0" 14.0"16.0"16.0"j%0
.0" 10.0"12.5"16.0"16.0"14.5'16.0"16.0"16.0"15.0" 9.0" 14.5'16:0" 10.5"
m
CONC) 62 16.0"16.0"31.5"16.0"16.0"16.0"11.5" 7.5" 12.0"16.0"16.0" .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" ��j •`�
70 16.0"15.5" 9.5" 15.0"16.0"16.0" 9.5" 6.0" 10.5"13.5"16.0" .0" 10.0"12.5"16.0"16.0"30.0"15.0"16.0"16.D"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.[1"12.5"16.0" 9.0" 6.0" 10.0"12.5"16.0" .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"
43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"13.5"16.0"16.0"16.0" .0" 13.5"16.0"16.0"1.0"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"
a
5/16'ELCO ULTRACON WITH _ _ 6 __ .- I ��..
1.3/4°EMBED(3500psl MIN 53 16.0"16.0"16.0"16.0"16.0"16.0"15.5" 5" 3.5"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" >LI,pCONC) 62 16.0"16.0"12.5"16.0"16.0"16.0"12.0" 8.0" 14.0"16.0"16.0" 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"jcl
16.0"10.5"16.0"16.0"16.0"10.0" 7.0" 12.0"14.5"16.0" 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"150" Z , WL u 9.5" 6.5" 11.5"13.5"16,0" 9.5" " " " " 5" 1Y.5"13.5"16.0"10.5" 7.5" 12.5"15.0"1fi.0"10.5' 7.5" 12.5"15.0"16,0"10.5" 7.S' 12,S.I. 111 3
1/4"304 SS POWERS TAPPER 1-1/2"MIN EDGE DISTANCE 3'MIN EDGE DISTANCE W
W/1-3/4"EMBED(3000ps1 C2 C3 04 C5 CS C2 C3 C4 CS C3 C2 C3 C4 CS C1 C2 C3 C4 CS CI C2 C3 C4 CS CLUS
C4 CSN M[N CONC) 14.5' 6.5" 8.5" 16.0"12.5" 7.0" 4.0" 6.0" 12.5" 7.0" 3.5" 4.0" 5.5" 16.0"16.0"13.5"16.0"16.0"16.0"14.0" 8,0" 12,0"16.0"14.5" 8.0" 11.5" W.._ W 8.5" 4,5" 6.5" 14.0" 9.0" 4.5" 3.0" 4.S' 9.0" 6.0" 3.0" 3.0" 4.0" 16,0"16.0" 9.5" 13.5"16.0"16.0" 9.5" 6.0" 9.5" 16.0"12.0" 6.5" 8.5"6.5" 3.5" 5.5" 12.0" 7.0" 3.5' 4.0" 6.0" 6.0" 3.0" 3.0" " 16.0"13.0" 7.5" 11.0"16.0"14.5" 75" 5.0" B.0" 12.0"12.0" 6.5" 8.5"5.0" 3.0" 5.0" 10.0" 6.0" 3.D" 3.5" 4.5" 6.0" 3.0" 3.0" 4.0" 16.0"10.5" 6.5" 10.0"16.0"12.5" 6.S' 4.0" 7.D" 9.0" 12.0"6.0" 3.0" 3.0" 4.0" 6.0" 3.0" 3.0" 4.0" 6.0" 3.0" 3.0" 4.0" 12.0" 6.0" 4.0" 6.5" 8.5" 12.0" 6.0" 4.0" 6.5" 8.5" 12.0" 6.5" 8.5" uni
n
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK m
_- 1"MIN EDGE DISTANCE 2.1/2"MINEDGE DISTANCE
Y
._ WA
Soans Uo To 6'-D" Soans Up 7o e'-3" Spans Up To 12'-0" Soans UD To 6'-0" Spans Up To e'-3" Soans Up 70 12'-0"
G LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE
d = ANCHOR (Ps0 Cl C2 C3 C4 CS CI C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 CA CS Cl C2 C3 U CS Cl C2 C3 C4 CS y M
1/4"ITW TAPCON WITH 43831' 7.0" 3.5"18.5" 6.0" 3.5" 6.0" 3.5" 11.5"10.0" 5.0" 6.5"
1-1/4'EMBED 53 7.0" 4.0" 7.0"
1/4"ELCO ULTRACON ' rjr . 46..00"j3.0" 3.5" 6.
5" 3.0" 6.0" 3.0" 4.00""
i 4.5' 5
40i-a "
WITH 43 13.0.10.5.. .5., 13.0'
9.0" 5.0" 5.0" 4.0•' (� g
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" JJJ 3
- E
„ 62 8.5' 9.0" 8.5" 4,5" 4.0" 9.0" 5.0"1 4.0" 3.0" c
s -- a
m 70 7.0" 7.5" 7.0" 3.5" 3.5" 7.5" 4.5"' 4.0" 3.0" ._
i 100 4.0" 3.0" 4.0"i 4.0" 3.0" SR
w O 1/4"MILLENIUM MILLFAST 43 12.5"10.5" 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'.vollm6mm
5.5" 4.5" aoS
ANCHOR W/1-1/4"EMBED 53 10.0" 6.0" q.0" 10.0" 6.S' 6.0" q.0" 11.0" 6.5" 4.0" 5.5" 11.0" 7.062 8.0" 4.5" 8.5" 5.0" 4.0" 4.0" 9.0" 5.0" 5.0" 9.5" 5.5" 4.5"
70 6.S' 7.0" 4 0" 4.0" 7.5" 4.0" 4.0" 8.0"
100 4.0" 4.0" 4.0 4.5 4.5" 4.5"
H 1-I/4"MIN EDGE DISTANCE 2"MIN EDGE DISTANCE
LL +y 1/4"ALL-POINTS SOLID-SET -- -A - - � ---
CI C2 C3 C4 CS ClC2 C3 C4 CS ClC2 C C4 CS C1 C2 C3 C4 CS CS C2 C3 C4 CS ClC2 C3 C4 CS _
o ANCHOR W/7/8"EMBED 8 3
8 0 1/4.20 SS MACHINE SCREW 43 15.0"13.0" 5.0" 6.0" 15.01 11.0" 6.0" 3.0" 4.0 11.0" 6.0" 3.0" 5.0" 16.0"16.0" 8,5" 10.0"16.0"16.0"10.5" 5.0" 7.0" 16.0-11.0" 5.5" 3.0" 4.5" 8.5" c yy2
x 53 12.5" 7.5" 3.5" 4.5" 12.5" 8.0" 4.0" 3,5" B.0" 5.0"% 3.5" 160"17.0" 6.0" 8.0" 16,0"Y4.0" 7.5" 4.0" 5.5" 13.5" 9.0" 4.5" 4,0" 6.5" %) e
62 10.0" 5.5",i// 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" a
70 8.5" 4.5" 3.5" 9.0" 5.5" 4.0" 5.0" 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" 6.5" 1�' Ba_
E 100 5.0" 3.S' S.0" 3.5" 5.0" 3.5" 9.0" 4.5" 4.0" 6.5" 9.0"
5/16'ION TAPCON XL WITH
3"MIN EDGE DISTANCE 4"MIN EDGE DISTANCE
St Y3
m
1-314'EMBED Cl C2 1"C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 C1 C2 C3 C4 CS C1 -1 C3 C4 CS Cl C2 C3 C4 CS
43 16.0"16.0" 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"
53 15.5" 9.5" 6.0" 9.5" 15.5"10.0" 5.0" 6.5" 10.0" 6.5" 4.5" 4.5" 9 $
g,.� 62
C ,05 78.0 4.S5' 4.5"
4 445'•
100 570 4 {yq e g y
g
333 1-9/16"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE &A&A d0? @ p
5/16"ELCO ULTRACON WITH CI C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS 00PMWffRWMLEENIVNOP.E.
1-1/4"EMBED 43 12.0"10.0" 12,0" 8.5" B.5" 16.0"16.0" 8.5" 11.0"16.0"15.0" 8.5" 7,5" 15.0" 8.5" 7.0"
53 9.5" 6.0" 9.5" 6.0" G.0" 16.0"10.5" 6.0" 8.5" 16.0"11.0" 6.0" 10.5" 7.0" 15-2339
E 62 8.0" 80" 14.0" 7.5"% 7:0" 14.5" 8.5" 7.0" 7.0" 6dILE�
70 6.5" 7.0" 11.5' 6.0" 6.0" 12.0" 7.0" 7.0" PAGE DESCRtMOM
100
ANCHOR NOTES:SEE SHEET O
3 9 FOR ANCHOR NOTES.
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK %DO P.E.
2"MIN EDGE DISTANCE `�� "1
G Spans Up To 6'-0" Spans UD To 8'-3" Spans Up To 12'-0" .1'�( i
LOAD CONN TYPE CONN TYPE CONN TYPE
0 ANCHOR (psN C1 C2 C3 C4 CS CS C2 1 C3 I C4 I CS CI C2 I C3 C4 CS Q.46
#12 SMS W/2"EYEWALL 43 16.0"16.0" 7.5" 9.0" 16.0"15,5" 8.5 4.5"
3 ARMOR INSERT W/1-1/4" 53 16.0"30.5" 5,0" 7.0" 16.0"11.0" 6.0" 3.5" 5.0" 13.0' 7.0" 3.5" 3.5" 5.0" '
O Ri EMBED 62 14.0" 7.5" 4.0•' 6.0" 14.5" 9.0" 4.5" 4.0" 7.0" 7.0" 3.5" 3.5" 5.0" -
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" 3.5" 5.0" Q•• p � �
i
100 7.0 3.5 3.5" 5.0" 7.0" 3.5"/3.5" 5.0" 7.0" 3.5" 3.5" 5.0" ,m ��,
ANCHOR SCHEDULE: WOOD (G=0.55)
3/4"MIN EDGE DISTANCE Q Q LL o
ul
G Spans Uo To 6'-0" Spans Up To 8'-3" Spans Up To 12'•0" � �,,m w°
(DAD CONN TYPE CONN TYPE CONN TYPE 'y$$
i ANCHOR CI C2 C3 C4 CS C1 C2 C3 C4 C5 C1 C2 I C3 C4 C5 W
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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" U)W x
62 16.0"16.0" 7.0" 8.5" 16.0"16.0"14.5" 5.0" 6.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0" W
70 16.0"16,0" 6.0" 7.5" 16.0"16.0"12.5" 4.0" 5.5" 16.0"16.0"11.5" 4.0" 5.0" 16.0"
y 100 16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5" 4.0" 5.0" Y6.0"16.0"11.5" 4.0"C016,001'.,"
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"1.13"M[N EMBEO&1/4-20 53 16.0"L0.5" 5.5" 8.0" 16.0" 11.0" 6.0" 3.5" 5.5" 11.0" 7.0" 3.5"55 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"70 12.0" 6.0" 3.5" 5.5" 11- 7.5" 3.5" 4.0" 5.5" 7.0" 3.5"3 100 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4,0" 5.0" 7.0" 3.5"#14SMSOR#14WOOD 43 16.0"16.0"12.5"14.5"16.0"16.0"010.0' 16.D"Sfi.O115" 50" Nf4
SCREW WITH 1-3/4"MIN 53 16.0"16.0" 9.0" L1.5"16.0"16.0" 6.0" 16.0"16.0" 9.5" 4.0" 5,5" 13.0"THREAD PENETRATION 62 16.0"16.0" 7.5" 9_5" 16.0"16.0" 7.0" 16.0"16.0" 9.5" 4.0" 5.5" 13.0"70 16.0"16.0" 6.5'• 8.5" 16.0"16.0" 6.0" 14.0"16.0" 9.5" 4.0" 5.5" 13.0" n o m
100 16.0" 9.i" 4.0" 5.5" 110"116.0"19.5" 4.0" 5.5" 13.0"16.0" 9.5" 4.0" 5.5" 13.0"
ANCHOR SCHEDULE: WOOD (G=0.42) Z pp{(
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MIN
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� MIN THREAD PENETRATION _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"! 3.0" 4.0" 11.0"
a 62 16.0"16.0" 5.5" 6.5" 16 16.0 3.5
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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" 7.5" 3.0" 4.0" 11.0-
100 15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4.0" 11.0"
`! #14 SMS OR#14 WOOD 43 16.0"16.0" 8.5" 10.5"16.0"16.0"12.5" 5.5" 7.0" 16.0"13.0' 6.5" 3.5" S.cr 10.5"
O SCREW WITH 1-314"MIN 53 16.0"16.0" 6.5" 8.0" 16.0"16.0" 8.5" 4.0" 5.5" 16.0"10.5" 5.5" 2.5" 4.0" 7.5"
u' THREAD PENETRATION -.-. -___._..
62 IL 11.5" 5.0" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" 10.5"10.5" 5.S" 2.5" 4.0" 7.5"
70 16.0" 9.5" 4.5" 6.0" 16.0"11.0" 5.5" 3.0" 4.0" 8.0" 10.5" ,5.5" 2.5" 4.0" 7.5"
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100110.5-15.5-12.5" 4.0" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5" F
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5/16"ITW TAPCON%L W/ 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"15.0"16.0"16.0"16.0"15.0" 9.0" 14.0"16.0" 555��sE ¢
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" ¢
A 62 1fi.0"16.0"14.0"1_6.0"16.0" CO:115.0" 9.0" 14.0"16.0"16.0'12.0" 7,5"
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S 100 16.0"12.0" 7.5" 12.0"16.0"16.0"12.0" 7.5" 12.0"16.0"16.0"12.0" 7,5" 12.0"16.0"
w u 5/16"ELCO ULTRACON W/ 43 16.0"16.0"10.5"14.0"16.0"16.0"10.5" 6.5" 9.5" 16.0"11.0" 5.5" 6.5" 9.0" WPfP14NfFlVN(L6EtU14Po0PE
O 2-1/4"MIN.EMBED 53 16.0" 13.5"kI';:' 1.0"16.0"14.0" 7.5" 7.5" 13.5" 9.0" 6.5"
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C3 C4 CS CI C2 C3 C4 C5
#12 SMS W/2"EYEWALL 43 16.0"16.0" 9.5" 11.5"Ifi.O" 6.0" 8.0"116.0"114.5" 7.5" 3.5" 5.5" 11.5"
ARMOR INSERT W/2"EMBED 53 16.0"16.0" 7.0" 9.0" 16.0" 4.5" fi.5" 16.0"11.5" 6.0" 3.0" 4.5" 8.5"
62 16.0"13.0" 5.5" 7.5" 16.0" 3.5 5.5" 12.0"11.5" 6.0" 3.0 4.5•' 8.5" ANCHOR NOTES:SEE SHEET16.0"10.5" 5.0" 6.5" 16.0" 3.0" 4.5" 9.0" 11.5" 6.0" 3.0" 4.5" 8.5" 9 FOR ANCHOR NOTES.100 11.5" 6.0" 3.0" 4.5" 8.5" 3.0" 4.5" 6.5" 11.5" 6.0" 3.0" 4.5" 8.5"