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M c yy FL# FL613,5 RR5 --
Application Type ,R��evision >
Code Version 02r '11
Application Status Approved
Comments
Archived
Product Manufacturer T.ow�n'a6dr-Cou"t�y Industrie ,
Address/Phone/Email 400 West MCNabrl '' -
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 4SFU ens '
Subcategory
0.
Compliance
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 Index 2.pdf
FL13757 R5 COI Index 3.pdf
FL13757 R5 COI Indeo.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2006
ASTM E1996 2005
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL13757 R5 Equiv Equiv 2.1)df
FL13757 R5 Eauiv Equiv 3.Ddf
FL13757 R5 Equiv Eguiv.Ddf
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 Produ cts
FL# Model, Number or Name Description
13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL13757 R5 II Dwg.Ddf
Approved for use outside HVHZ: Yes Verified By: Frank L. Bernardo, P.E. PE0046549
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:See installation drawings for allowable FL13757 R5 AE Eval.Ddf
span/pressure combinations and additional limitations of Created by Independent Third Party: Yes
use.
137-57`2 "6+8 Str"eamIin e 9 S Butter Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL13757 R5 II DwD 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 FL13757 R5 AE Eval 2.Ddf
span/pressure combinations and additional limitations of Created by Independent Third Party: Yes
use.
13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E"
for use with essential facilities and wind zone 4 applications.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL13757 R5 II Dwq 3.1)df
Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo PE-0046549
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +110/-128 Evaluation Reports
Other:See product drawing for additional information, FL13757 R5 AE Eval 3.Ddf
anchorage,etc. Created.by Independent Third Party: Yes
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Contact Us::221 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::Acc?scibility Sta emen ::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 question:,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 emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a porsonal address.please provide the Department with an email address wNch'cnn be made available to the-public.To detemine if you are a licensee under
Chapter 455,F.S.,please click here:.
Product Approval Accepts:
lrud)t Card
Safe
6 . 8STREAM STREAMLINE E SHUTTER
FOR °° ANN➢
GENERAL NOTES: WITHIN AND OUTSIDE THE HVHZ
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING - NO.46
CODE FOR USE WITHIN AND OUTSIDE 1THE HIGH VELOCITY HURRICANE ZONE AND THE
MEETS MISSILETI
LEVEL"DG ANDDINCILLUD INCLUDES ESSENTIAL ONAL AS DEFINED CODE
ASTM E1996-09 TEM UNLIMITED WIDTH--------I
A QFn
^;o
SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE
DETERMINED PER SEPARATE ENGINEERING TN ACCORDANCE WITH THE GOVERNING CODE,PRESSURE TOP TRA�fliZ7j f
RETIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE
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. Q j u
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 ¢
SAFETY FACTOR. U r 6
5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND Z
CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION.
ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW W 3
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND o wrL
;
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN,
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE o o i
DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR
WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 N
SHALL BE USED.
S. THE SYSTEM DETAILED HEREIN 1S GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFICa
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 a a
PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER ova
n+61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. p�10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THEoCONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR �`r �a
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM m
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. ��
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL
g DOCUMENTS0 zm
>� 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING. HURRICANE PROTECTION }
OFFICIAL MAY REWIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SII;NED DATED AND BOTTOM
SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE TRACK \J E
DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL.
3 13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM LOCKING MECHANISM,SEE J
m INFORMATION: TYPICAL PLAN VIEWS 3
TOWN&COUNTRY INDUSTRIES
FORT LAUDERDALE FL TYPICAL ACCORDION _
MISSILE LEVEE D-AST202&2,E1996&E330 SHUTTER ELEVATION
TAS 201,202&203 o
3
FLORIDA BUILDING CODE APPROVED TABLE 2• 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
6 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS
MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052
ALUM.ALLOY. n
16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL k
BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES
17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE.
18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER q
19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS ?0 M ,G
w20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 530'ABOVE >30'ASOVE 530'ABOVE >30'ABOVE
21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE tg
22. SHUTTER MAY BE INSTALLED WITH UP TO(21 ADDITIONAL BLADES OF SLACK.
23. SEALANT SHALL BE USED ON ANCHORS OR YTRACKS WHEREVER WATER SEEPAGE IS POSSIBLE, 72" 2-1/4" 1.518" 2-318" _ 1-5/8" 51
TABLE 1: 99" 3-1/2" 1-7/8" 3-5/8" 1-7/8" ECy
TABLE 1 NOTES: 120 4-118 2" 4-1/4" 2" s d'
ACCORDION SHUTTER 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8" 2" 5" 2" RIAl
SHUTTER SPAN SCHEDULE"ABOVE ARESPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES:
AT EACH RESPECTIVE SHUTTER SPAN. 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA.
POSITIVE NEGATIVE
2. LINEAR INTERPOLATION BETWEEN SHUTTER 2.. VT V�HZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY
C06'YAtttlfIfMM(1.6E
€ SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS Is REgUIRED FOR INSTALLATIONS IN WIND 15-23:
SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SCALE: -
ESFIPSF DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PAGE DESCMFT-1
SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES I THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL
Fp 72" 100 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8'.WHEN>30'
u 999 70 70. ABOVE GRADE.
5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS 15 NOT PERMITTED.FOR SPANS BETWEEN THOSE
iO 120" 53 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. n
n
144"�. 1 q3 40 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM C"ILlll
E1996-09.
MDR,",
PROJECTION VARIES
0.115"2.874 y- 4.874"MAX,
•r- ? �
o.aeo"
0.062" %4SO"
0 0.125" f---1.830" 0.062"
0 1.708" 0.100" ,.I 2
N 1.700" 0.100" ri -1- 0.080" 0.063,=j„ Z �o iJ* ry
0.195"
0145" 0.096" 0.070" n 0.060" tv 2.820" 3, •, TD v
1 -1.-•--1- -'--I- 0.060" 0.062"H I}-1.908" a,C5 `r
T io 0.125' .� 0.630" O.b30" 1.993" 1.908-4
I
0.062" .moi 0.062" -1- ;� 0.143 0.046"
0,630" 0.630"
-L-S .1.."' .069"-{ ----- 0.971" 4 1-0.971"1 0.143" N �
0 060" 0.0 70" 0.630" ,
0.062" 00� -1.069"-� 0.062" D0" 0,630" 0.06 0.062
I �t�1_ V fi to
Q
�-1.069" SUPPORT LEG OPTIONAL k.069".� p06z Y•1.064"-� '� 0.062" X0.200" W�( „w
5.745"MAX.
5.745"MAX. 031
};�V1RLL + BUILD OUT WALL O STREAMLINE CEILING TRACK t�".l STREAMLINE WALL TRACK �HEAVY HEADER/SIL (�LITE HEADERjSii_L 'w
SCALE,HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE `✓ SCALE,HALF SIZE •+
WHERE SHOWN,SCREW BOSSES
&FELT GROVES ARE OPTIONAL
ON ALL EXTRUSIONS
0.874'{^ }----2.655" 0.875"
N
8 "II�'
-0.1O0275.1"95";n
2.1951.2mry30'
O60"9 1.229' 5" ,i n -1.. I �0.044" �•'' .\.-'
wryTay
1
2..362-
t' 362"
31s?0.7 S' 0,105" 4.84"
11.069 ° N .51
0. v 0.075" 5'
, 7
0.994"�
4.510" 0NOTE:TESTED THICKNESS CryOft
t
OF w,
0.781" - --•-•-4.51011 3.506"
'E-ARE BARE METAL W/0 PAINT IS 0.039" y+
SILL SILL ADAPTER EXTENDED SILL 10 EXTENDED SILL ADAPTOR }} ADJUSTABLE SILL BOTTOM 13 r6.8-tTREAML-INE• SLAT/BL`ADE �Q 4
h �-•j SCALE,HALF SIZE �-' SCALE,HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE O SCALE:HALF SIZE---
0
IZE---
SCALE:HALF SIZE
a
� 8
.m 0.080" 0477" 0510.
0.590" 0.341" 1.570"
0.143"� 0.143"-��- - .06.' 0070" 10.245"
1.708" 0.143" 0.046" 0.060" 't' e
`-(- 0.115" ®0.080" o S 17"
4.753" ro c
0.090"N °
4.510"� N 0.046" 'a t
0.080" " C
0.080" 4 LB
rciRu�a ,
0044" 0.227" 0.682" 0.630" 0,060"� CQ"fWCtRF-23
0.693 15-23
2,822^ 0420" SCALEt
NOTE:THICKNESS OF BARE 3.625" pgaE OEscrytPi
METAL W/O PAINT IS 0.039"
}8 6.8 STREAMLINE STACK }6 RADIUS CEILING CEILING HEADER/SILL 17 6.8 STARTER ig WALL SILL CLIP }gb WALL SILL
SCALE=HALF SIZE SCALE,HALF SIZE SCALE.HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE
0. fit,
NYLON WASHER OR
�950" 14 G' ALUMINUM 10.357"
0 610" STAINLESS STEEL f
o 0.276"
HOLE #10x2.3)4"414 HT S.S.
00 3 : No.
NYLON SCREW W1 TC ULTRACOTE
0.8801qv
v INSERTS 0.5911, lk
WHEEL sc
COATING
INTO 00.0621, An ;
(TVP TOP&BOTTOM)
240"
TRACK<
NYLON BUSHING W/WASHER:
5"MAX. TYP.AT EVERY OTHER 0.870" 0.750" 7116"0 x 1/2"0 INTERIOR JOINT TOP 0.154'4 4137" fffffjj I ,
INSIDE)DINT AT TOP. 7116'0 x 1'@ INTERIOR JOINT BOTTOM
ANGLE
CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR u
HOUSING-ZINC DICASTPOWDER COATED
22 ROULER-ASSEMBLY 24 BUSHING ASSEMBLY DETAIL (D26 BOX CENTER INSERT ¢6
SCALE-HALF SIZE SCALE.HALF SIZE`' NOTE: MAY BE KEY OPERATED OUTSIDESCALE,HALF SIZE SCALE:HALF SIZE
OR KEY/THUMB TURN OPERATED INSIDE.
ui
--}0.250" 23 -
ELOCK
PASS C&A ,
,w
1978"
2.125"
80.500" -4.000- 0.236" i742"- 0,4.2G8'6'--1.603
0,623" 1.710- 1.22 0.267
r.090" 0,531" 0.531"
0.790" 0,319"
0.064" HO.284"
c;
s -2.250" 0.09
Cl
0 0.607"
1 6.1T ow il
0 250" :� t�2
0.118 0.239" rx I
.N '.A
0 60. 0.496" 0.244"05 3-
05
�1'164
S
0("o
2.000"
n27 RAINGUARD 28 DECORATIVE--Fc6b-R---TRACK- 3.476" _T
0 0.222--1 02.4
SCALE,HALF SIZE SCAUEVH� .160 .0"
1,00140.06" 0.0E2-j 62'j "0.176"
30 t1N{MATES(}G1{ 31 MALE BOX CENTER 32 FEMALE BOX CENTER
'SCALE,HALF-SIZE SCALE.HALF SIZE SCALE.HALF SIZE
-4-0.062"
.9 5.500"x 13116"WIDE 7116-0 STAINLESS
167" STEEL NUT
30
0.438"
f; J -1c D 5/16-lBxl MACHINE SCREW
�5/161-0 INTERNAL STAINLESS STEEL 0.121'
TP.
{-1'0.689"
POWDER COATED,ZINC DIE-CAST THREAD
4.500" ___I &HEAD STYLE VARIES
SECTION A T-LOCK ADAPTER T-SCREW INSERT THUMB SCREW
DELTA 202a w
AL SYSTEMS @)(OPTIONAL) V-9 SCALE,FULL SIZE SCALE:FULL SIZE q 0.254"
35 BOX LOCK SCALE.HALF SIZE 0.314 END STRIP 1" 9,2 11 st
SCALE:HALF SIZE
2.000--1 2" & 3" EXT
1.625-1 -11-0.125"SCALE. HALF SIZE
I ' .
0.125" 46
0.050" 0.093"J
0.125,
T0,125" OOPtPMdRiPNMLBi
6 No -0�093"
0.250- 15-23:
SCAM
PAGE DESCRI
r----7.000-
C21 5"x3"xO.O93" ANGLE 25 2"0%0.125" ANGLE
2X7;_t_ANGLE_lAj SCALE:HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE 6;)
3911
1 Sbd�-,M.ALes(ZE
�His
IF I,
!,ur
ST. . .... ... r
EDGE
ANY ANCHOR PER ANCHOR
SCHEDULE TV O.C. EXISTING
DIST.
GLAVNG S EN STRIP
SCHEDULE FOR M .
SCHEDULE
RIP
SPAN WHEN J-
U
P A AcZiNGLE EMBE 20,40a,40b OR c,
LEG D RECITON 1/4" OR 6.8 STARTER TA
11 11 0
EMBED. 17 (INTERIOR) MAX. WITH 21 OR 25.
17 z 17
MIN.0.062"THICK 6063-T6 ALUM. 21 25
30 ANGLE ANGLE 1"x I"MIN,TO 2:'x S'MAX.
I.GJV I (ANGLE LEG MAY BE REVERSED)
FASTEN A14GLE TO TRACK W/
DIST. I 'ANCHOR:PER ANCHOR ft lOxI"SCREWS ATCK U
8 CORNERTOP&BOTTOM'AND "'6'
HEDULE`(M-18"'O.C, 0
ATTACH 6.8 STARTER W/
13 13 73 #12 x 1/2"GALVANIZED OR
13 #12 x 1/2'GALVANIZED OR S.S.SMS, S.S.SMS,3/16"0 ALUM.POP LU
0
30 3/16-0 ALUM.POP RIVET,OR 1/4-20 RIVET 1/4-20 MACHINE Lu UI
6.80"(T--.1 MACHINE BOLT&NUT 9 18"O.C� ALTERNATE ID STRIP DETAIL DOLT NUT 0 IS-O.C.
EN
USE(1)BRASS PUSH LOCK OR(1) 8 S In
(EXTERIOR) 5/16-18 UMB SCREW INTO THREADED WITH TARTER AND ANGLE ow
INSERT 37 AT 1/3 SPAN TO 2/3 SPAN SCALE:3" ANY TRACK Wl 'Ul
MOM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES.
_ FROM TYPICAL PLAN VIEW HOLE SHALL BE 318"MAX WIDTH,UP TO $F SPAN
SCALE:3"=V-0- I'HEIGHT' 1;_810(2.71 02 108,
7 "
'2 89'2 94"
R USE(1)BRASS PUSH LOCK 2 75'
OR(1)5/16-18 THUMB '2'BIC,(3.71
LOCKING DETAILS FOR SEE END STRIP
8 SCREW IN:�O THREADEDMAX. t
INSERT AT 1/3 SPAN CENTER MATES I SPAN WHEN USINGI
82 83-
2 TO 2/3 SPAN FROM SHOWN ON RANDOM
1 3'OtO(4.7') 0 86" 20,400,40b OR 40
15 RECEIVING FIE DETAILS — SR 1/4" OR 6.8 STARTER
318"MAX WI To 74-
V HEIGHT, MAX.. WITH 21 OR 25.
BOTTOM OF SHUTTER03
.SHALL
�nc ALT.V BID
(2X) 2 1
32 X, STARTER STRIP TO
J'vxy 93" PROVIDE CLOSURE
2 9 USE APPROPRIATE
52
45 91
A_ t 'E
87" 11 FOR
NDE
3" BUILDING CONDITIONS. JJJ
13 ��4 48""_ FASTEN STARTER STRIP
TO TRA
(INSIDE) IT *CK W/(2)OTOXV
iWir_ SCREWS AT CORNER,TOP
2..x3" &BOTTOM.
XOA25" ALTERNATE END STRIP DETAIL C.)
ow III DETAIL
TRACK W/SCREW
70 SCALE-3"-T-O" BOSSES.
13 Or 9
m FOR GREATER SPANS OR LOADS THAN
ltl SHOWN IR END STRIP SCHEDULE,END
U) SILL I STRIPS REQUIRE A I*XI'.090'ILII AlBl. fC
F- V) 1111 IRAN 111111', 11 AN,111HOR. THE EXISTING GLASS
Z) 7
Z ANCHOR SfHEOUILEŒ/4-TEK
SCREW OR 1/4.20 BOLT TO END STRIP. 2
P,
o USE(1)BRASS PUSH LOCK SIDE)
OR(1)5/i6_18
USE(IT BRASS PUSH LOCK V THUMB
OR 11)5/16-1B THUMB W 0 rREADE.
DED36 17 � 1/3 SPAN SILL
SCOT'toATTHRl/E3A SPAN INSERT In A
M; BOTTOM
SP'AN FROM
TO 2/3 S N FROM 0. BOTTOM OF SHUTTER
BOTTOM OF SHUTTER. (OUTSIDE)
RECEIVING HOLE SHALL BE
3/811 MAX WIDTH,UP TP,
1"HEIGHT.
OCCI TYPICAL OUTSIDE CORNER CLOSURE 5 30
DETAILS WO/CORNER POST
NTS
13 31 215 13 23 (OUTSIDE) 15-23
SILL SCALIH
USE(1)BOX LOCK AT 1/3 PAGE DISCRI
SPAN TO 2/3 SPAN FROM
PT
BOTTOM OF SHUTTER
OTYPICAL INSIDECLOSURE.CORNER AN
DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY
NTS Q SCALE:3"=l'-O"
Cl CONNECTION TYPE
REFERENCE ANCHOR EXISTING HOST
SCHEDULE FOR MAX. STRUCTURE
SPACING CI CONNECTION 1/4-20 MACHINE BOLT
REFERENCE ANCHOR W/NUT(p 12"D.C.OR
#14 SMS(p 6"D.C.
SCHEDULE FOR MAX
SPACING—' 1/2" (TYP.TOP L BOTTOM)
TAI
0
ALUM. TUBE
6063-T6 ALLOY
2 FASTENERS MOR
EACH ANGLE SEE TABLE A FOR SIZE.
z >U
1 . ALTERNATE THRU BOLT F @
W
OR 2 Cl CONNECTION TYPE MNL GLASS Ix.
x 2 x REFERENCE ANCHOR <
4.
ALUM. SEPARATION ro
SCHEDULE FOR MAX. :5
SPACING ?¢Z;13 PER TABLE 2 z 11
Lul tu
THREE 3/16"0 ALUM. 71 GLASS
THREE POP RIVETS OR 17 it OR DOOR 04 tn
E#12 SMS,TYP. A x
3/16"0 ALUM,POP 3�fx W
tu
17 RIVET OR#12 SMS U
18"O.C.(TYP.)
TABLE A(cp 5 0 6 OR
PRESSURE VS ALLOWABLE LENGTH
MAY USE MALE OR 0 Ln
2x2"xI/81 3*x3"xlg" FEMALE LOCK-SLAT
PSF No EVO No of
— 13 ALTERNATE THRU BOLT 11/4"MAX,FROM PIN
62 130' 188' Vo GUIDE TO BUSHING
—— C5 CONNECTION TYPE Cl CONNECTION TYPE WASHER(TYP.)
72 124' 179' TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR
62 1191, 172" NTS SCHEDULE FOR MAX. SCHEDULE FOR MAX. II
aCC3 tlR i
SPACING 14x3/4"SMS C.)9"0,C.
92 114' 16r ANGLE TO TUBE CONNECTION
102
120 159 104' 14r z
I EMBED. 6 T6 ALUM,TUBE
TABLE B(cc4) EXISTING HOST 2;62"x.125" a,
gr STRUCTURE
1 -1. 5 CONNECTION TYPE
200 1 88" 1 114" 1 PRESSURE VS ALLOWABLE LENGTH EDGE DISTANCE REFERENCE ANCHOR
SCHEDULE FOR MAX.
PSF WITH WITH SPACING
lir 166'
FASTENER P 18"D.C. ALTERNATE BUILD OUT MOUNT SECTION
72 lOr Isr
(USE ANY ANCHOR SHOWN SCALE,3"-T-0"
82 jail, 14r IN ANCHOR SCHEDULE).
92 95" 13V
102 90" Or
120 er 12r
ISO 7' 109,
fi 200
21,x 2"x :C 0 0
13 LL 'n.
.090"6063-T6 "R GLASS
3/16 RIVET OR#12 SMS R TION
4 18"D.C. OR 1/4-2 ALUM,TUBE TYP. EPA A
0
17 PER TABLE i vil
NUT&BOLT(TYP.I. 3/16"0 ALUM.POP GLASS 2 X 0 Z vo
< W.<4 2 '
RIVET OR#12 SMS :e OR DOOR IL
ALUM. TUBE a) r um
6063-TS ALLOY 10"O.C.(TYP.)
SEE IABLF 3 FOR SIZE.
2"x 5"x 1/8"
2 FASTENERS CONTINUOUS
EACH ANGLE /"ALUMINUM ANGLE
1-x 2"x.093"6063-T6 OPTIONAL ANGLE 'INSIDE
16 THREE 3/160 ALUM.
ALU 17� ORIENTATION TYP.
ANGLE,TYP, /_@ 17 w6 at
POP RIVETS OR 11 - E
THREE 012 SMS,TYP.
z
4
4
17 N ft
1`x 2"x 1/8" 4 CONNECTION TYPE
NJ
OR 2"x 2"x 1/8" REFERENCE ANCHOR
13 ALUM.ANGLE SCHEDULE FOR MAX
PACING CCFMHTFP"LE
USE MALE OR FEMALE l< \—EXISTING CONCRETE,
LOCK-SLAT 13 13 BLOCK OR WOOD FRAMING 15-23
SCAM
9 INSIDE SILL MOUNT SECTION PAGE DESCRIP1
(OUTSIDE)
012 x 1/2"GALVANIZED SCALE B"-1*-0"
TYPICAL CORNER CLOSURE DETAILS OR S.S.SMS,3/16-0 ALUM. RIDE CLOSURE OPTIONS
POP RIVET,OR 1/4-20
NTS MACHINE BOLT&NUT SCALE,3"=V-O"
Cal le.,D.C.
C5 CONNECTION TYPE O
46 IN
z:,i REFERENCE ANCHOR EXISTING ••
p 7 SCHEDULE FOR MAX. STRUCTURE
SPACING
GLASS Ix m w-; GLASS w C1 CONNECTION TYPE 5"MAX. 1/4k2o MACHINE BOLT _-�'
OR DOOR Fomc�u u A OR DOOR w w REFERENCE ANCHOR W/NUTk@ 12 -0.0 OR-
r 2 m r r w❑o SCHEDULE FOR MAX.
MN 13 7:w4 MN 13 == xJ SPACING ._. / T QFr
vl w w 1/2" (TYP„'TOP 8 BOT_TOMP-
Lq w GLASS r Z u m /2” __ ,'• pY.c�
1/4"-20 THRU BOLT W/ I EPARATI GLASS ¢_ Q #14 x 1/2"SMS @ 12"O.C. EPARATION N z 0 N FQ- w
LOCK NUT 0)12"O.C.OR L r w r OR 3/16"0 ALUM.POP PER a w Q l7
12.x 1/2':SMS @ 12"D.C..E.S. PER ,j TABLE 2 u❑w p 05 OR O / /
OR.3/16"0 ALUM.POP' TABLE 2 z r RIVETS @ 6"D.C. OR 1/4"e Y w ❑ U3 OR 6 J /
RIVETS @ 6".O.C. E.S. ,\ ,= ALUM.POP RIVETS @ 12"O.C. Q �In'Hp
R'1/4"0 ALUM.POP RIVETS / 11 AND 3O w Z >2
12"O.C.E.S:, MN.CtA55 r w Q
�° 1/4"MAX.FROM PIN w I-•u ^LL Q w
- 1/4"MAX.FROM PIN ASSEMBLY SEPARATION y
Q9 .AND OO / GUIDE TO BUSHING 1/2"TYP, GUIDE TOBUSHING
PER TABLE2 13 FN=❑" Z•\
WASHER d WASHER(TYP.) ❑ v:ww r{❑5
ASSEMBLY GLASS =2 m, WW
/ V2" 1/2"TYP. EXISTING CONCRETE, E 3 CONNECTION TYPE OR DOOR r 9 0
.g o BLOCK OR WOOD FRAMING II X z❑z r 0)w
AEDGE REFERENCE ANCHOR uuu
w / 4 CONNECTION TYPE DIST. SCHEDULE FOR MAX. E o a w w
REFERENCE ANCHOR SPACING u IA .+❑3
OSGE SCHEDULE FOR MAX. ¢
SPACING AS SHOWN
/ 3 CONNECTION TYPE IN DIAGRAM ON PG.9 o v_ri 050 R 6 OR
REFERENCE ANCHOR EXISTING CONCRETE, w ❑ U3 6
SCHEDULE FOR MAX.
� SPACING.ALT.FASTENER BLOCK OR W000 FRAMING r U_ _ _ FROM PIN
LOCATION.FRONT AND C14CONN_QTIOO.TYPE GUIDE TO BUSHING
\ 1/4" FROM BACK ANCHORS NOT REQ'D O INSIDE MOUNT SECTION REFERENCE ANCHOR 1/ O WASHER(TYP.)
u WITH THIS LOCATION B SCHEDULE FOR MAX.
PIN GUIDE A SCALE:3"=1'-0" SPACING 5 CONNECTION TYPE �1
'ITYp.BUSH�NG WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR Fir Nd
SCALE,3"=1'-0" SCHEDULE FOR MAX. 1:d
/ EXISTING CONCRETE, SPACING I+rrl❑a
/ BLOCK OR WOOD FRAMI EMBED O Zm
�/ CD BUILD§OUT MOUNTS SECTION
TYP. BOTTOM EXISTING CONCRETE,
E _ BLOCK OR WOOD FRAMING
m EXISTING 1=
NOTE:FOR DETAILS A,8,D,AND E ON THIS SHEET, EDGE DIST' 4 CONNECTION TYPE STRUCTURE ��� aai
g THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR EMBED. --
WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS d SrCONNECT16N'Ty.E
A MINIMUM OF TWO SETS OF ANCHORS AND ISA w SCHEDULE FOR MAX. -"--'REFERENCE ANCHOR O
E
MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK w SPACING SCHEDULE FOR MAX. o
USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING S
I OVER THE GAP_BETWEEN SECTIONS. 3 16 SRO
F 1/2"
Ix w IA
8 .. GLASS MN F j? w o (x ti
ix OR DOOR GLASS 13 j N w W r w '3 y`
w
012 x 1/2"SMS @ 12" LASS 2 u w
0: r D.C.OR 3/16"0 ALUM. PER w z u m r w❑o
5 H�=oma POP RIVETS@6"O.C, TABLE2 X OZF GLASS OR MN 13 :3:e w Q
E ] x w w OR 1/4"0 ALUM,PDP Q Q DOOR- MN.GLA N F z u m
NMN 0.A55 13 =F z u m RIVETS @ 12"O.C. E u PER TABLE 2 X w¢Z "S
m1 SEPARATION -.o w Q 6Eg
1/{.-20 S.S.MACHINE PER TABLE 2 Q w¢G r O7 AND OB E u 0, a{
tn
-:0 a 1/4"MAX.FROM PIN ¢
,4 SCREW&NUT @ S w N ASSEMBLY 1/2" 1/2" GUIDE TO BUSHING w F; s �
i2"O.C. TYP. WASHER(TYP.) ❑ V _
VLA.SS w t7 1/4"MAX.FROM PIN c
� R DOOR— 1/4"MAX.FROM PIN m w ❑
G GUIDE TO BUSHING 4 CONNECTION TYPE 1/2"\_e GUIDE TO BUSHING
>i F WASHER(TYP.1 EDGE REFERENCE ANCHOR WASHER(7YP.1 ,
¢ S 6 EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. CWYPIGIIIFRW BFJ
,r '" BLOCK OR WOOD SPACING AS SHOWN 2 CONNECTION TYPE
FRAMING EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR 15-23;
cr7/ OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALE:
x 3 x 1/4"CONT. SCHEDULE FOR MAX. SPACING
3 CONNECTION TYPE #12 x 1/2"SMS @ 12" SPACING.ALT.FASTENER PAGE oESclupn
067-T6 ALUM.ANGI= I REFERENCE ANCHDR D.C.OR 3/16"0 ALUM. LOCATION.FRONT AND
EXISTING CONCRETE,
A'f BE REVERSED SCHEDULE FOR MAX. POP RIVETS 6"O.C. BLOCK OR WOOD FRAMING
' S SHOWN DASHED) SPACING �° BACK ANCHORS NOT REQ'D _
OR 1/4"0 ALUM.POP WITH THIS LOCATION
RIVETS @ 12"O.C. •�`- -'''.:
WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION E. WALL BUIl:D OOT
D O"
' SCALE i 3"=1'-0" SCALE:3"=1'-0" ..$E ON
SCALE:3"=1'-0"
MR CLASS
GLASS SZPARATION _j
ir w
1 11 L
OR DOOR PER TABLE 2 123-
5�=�
DOOR—GLASS OR
utn
4
q w(L DOOR '
It S OR MR.GLASS t40
bz
y SPARA'"""
X In In J PER TABLE 2
<'�m
< Pxssw
I-W BE TIO F-
L,F- . w I '-j %
Z PER TABLE 2 J
V)
:C
In
t:
In
0, 1 z >
z
z
V C3X
u <
- M 13 zoom u 15
OZ Cl CONNECTION TYPE J 0
12" &\ w cr
U z
1/4"MAX.FROM PIN GUIDE Q I REFERENCE ANCHOR I JU
TO BUSHING WASHER(TYP.) 28 4, SCHEDULE FOR MAX, u
TWO 1/4"0 WOOD 2SO"* SPACING, It
UJ
LAG SCREWS @ 24" C4 CONNECTION TYPE .250" 'lu
D.C.MAX.WITH 2" REFERENCE ANCHOR 0
THREADED PENETRATION SCHEDULE FOR MAX.
T"INTO CENTER OF 2X STUDS SPACING I-w
AS
T,
E
S
2
_R
rlE.Pl 'T
T
PER low
4
REFERENCE
'p,
EMB."IV 14 SMS @ MIDSPAN BETWEEN E
STUDS FOR TRACK TO V x 4" -EXISTING HOST STRUCTURE
o PLYWOOD& TUBE CONNECTION
STUCCO FINISH T'x 4"x125"
6063-T6 XLUM .TUBE
DECORATIVE FLOOR TRACK DETAIL WALL MOUNT SILL DETAIL
i THIS DETAIL TO BE '*- V SCALE,3".V-0"
�LUSED WHEN STUD
SPACING SCALE 3
d EXCEEDS THE MAX. L.WAB LE ANCHOR SPACING.]
aC
O WALL MOUNT SEC-110N
SCALE.3"=1*-0" A150 BE USED Q S
AT 70P
ACCORDION SHUTTER
PER PRODUCTAPPROVAL -GLASS wI— o
MR GLASS OR DOOR
D
SEPARATION-
In q PER TABLE 2 = It EXISTING WOOD(G=0.42)
V)
APPLICABLE ATTOP Z Z TRUSS OR RAFTER
AND/OR BOTTOM 0. <
< @ 24"MAX.D.C.
2"OR3" r,tA EXISTING FINISH
MATERIA
1/4"MAX.FROM PIN GUIDE 2"x S'x 1/8"6063-T6
I/V MIN.- 2 62 TO BUSHING WASHER(TYP,)
ALUM.ANGLE W/THRE
2.175"
2"x 3"x x CONTINUOUS OR 6 1/4"TILE ITYPJ 1/4"d WOOD LAG
LL 2'x2'IcY,"XCONTINUOUS I - A!— FINISH MATERIAL SCREWS WITH 2-3/4'
6061-T6 ALUMINUM ANGLE --------- MINIMUM THREADED wm
Si 3/4'PLYWOOD PENETR."T 0110 P 5 6
RAFTER
1/4"0 A325 GRADE THRU BOLT @ ,TRUSS' 144
0.9"MIN.THICK 6061-T6 ALUM TRACK 7"D.C. EACH RA
-20 O.C. D.C.MAX.WHERE
FASTENED To FASTENED TO ANGLE WITH 114 OR 5/16"0 A325 GRADE THRU BOLT LF)12 24
EXISTING 3 K'I CONCRETE MACHINE SCREWS AT 3'FROM ENDS GALV.OR B.S. ANGLE EXTENDS BEYOND
AND 9"O.C.FOR THE BALANCE LAST TRUSS MORE THAN-"
HOST STRUCTURE WITH 1/4"0 ELCO ULTRACON TO CONCRETEIEMU
�,"O ELCO ULTRACONS AT 51'D.C.W/1-1/4"MIN.EMD. 6 EXTEND ANGLE TO
3 FREI I ENDS AND 4"D.C. EXISTING CONCRETE HOST NEXT TRUSS.
2-1/2'MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW P 9"O,C.W/1-7/0-
FOR BALANCE WITH A MIN.EMB. IN WOOD SO.0.42.TO 0.55.
MAXSPAN:
Z MIN EMBEDMENT AND 2Y,' MAX.DESIGN LOAD AT S'-O" EXISTING CONCRETE, U ID
1-1,"4 EOGr DISTANCE sk 62 P.S.F. HOLLOW BLOCK OR 0 In<
STAGGERED VlliN,"MIN.
I MAX.DESIGN LOAD AT G'-O°MAX SPAN: WOOD FRAMING.SEE 2"x S"x 1/8"CONT.
I'm
SPACING,lYfl. 5 227
ANCHOR :HED, ALUM.ANGLE(6063-T6) 0 0.
BASED ON TYPE OF I SCALEt -
PAGE DESME
HO BUILDOUT MOUNT STRUCTURE SCALE NTS FIMAX.;E;i;N LDAO z 72 P.S.F.)
8 PASS THRU DETAIL TRUSS MOUNT SECTION
SCALE.3"-l'-0" SCALE:3"-1*-0'*
EXISTING HOST ALT.LEG DIRECTIONz
STRUCTURE 1/4 M pvm
ALL POINTS SOLID SET ANCHORS WITH 7/8- N
EMBED IN CONCRETE OR HOLLOW BLOCK,3-MINIMUM
12'MIN FROM EDGE OF ACCORDION ROUND WINDOW AND 3'MINIMUM EDGE DISTANCE
EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 1/2- SPACING,
TOP OR 80 AX (2)6063-76 ALUMINUM
ANGLES�ER BEAM END,SIZE
•
1/2" PER SPAN TUBE SCHEDULE No.
EMBED.
SPAN TUBE PER
DESIGN SCHEDULE
ACCESS HOLE-/ y
EDGE OF ACCORDION N
114-20 MACHINE BOLT W/NUTa,
.A
SHUTTER BLADES 12'O,C OR#14 x 3/4"SMS 6"O.C.
3.5"MIN
TYPICAL 1/2-MAX
El
3l
S 1O >U
EDGE <
6
MIN '6
STANCE77 z ca
2.875"0 HOLE(TO RECEIVE DI MSN,
GLASS Z
ROUND WINDOW ASSEMBLY) EXISTING SEPARATION -2, w
MAXIMUM OF 3 WINDOWS PFR��.F 00
GLASS OR 3:
PER EVERY OTHER BLADE DOOR0
u
LI "
GHT-N-VIEW WINDOW EDGE
1/2'MAX
<z Z w
N.T.S. EXTERIOR ELEV k DISTANC
zxo
N
00 (9 9126
1/4"MAX.FROM PIN GUIDE
„Z, TO BUSHING I ITYP.)
ACCESS 1/4-20 MACHINE BOLT WINUT 0
1/2. HOLE 12"O.0 OR#14 x 3/4"SMS 6"O.C. 'F v1
2.875"0 HOLE TO SPAN TUBE PER N
WINDOWASSEMBLY 1/2-
RECEIVE ROUND DESIGN SCHEDULE
a (2)6063-T6 ALUMINUM pig NQ
_[MAX. ANGLES PER BEAM END,SIZE
EXISTING PER SPAN TUBE SCHEDULE pr
MOST 1�4�0 THRU BOLTS SEE BEAM
A r -a
STRUCTURE
S EDULE FOR REQUIRED NUMBERS
1�4
ALL POINTS SOLID SET ANCHORS WITH 7/8-MIN
ED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM
\-SPACING,AND 3-MINIMUM EDGE DISTAild
0.12s, E
0,032" 0.032" MAX.DESIGN LOAD-:L 72 PSF
SPAN TUBE SECTION
a:
0.196" N.T.S. VERT SECTIONc
(Z)
SPANTUBE SCHEDULE
ALLOWABLE Tuar. NUMBER OF NUMBER OF ANCHORS PER MINIMUM ANGLE
TUBETIER SPAN THRU-BOLTS LENGTH
ANGLE
ROUND SHU
_
R + WINDOW SIZE SPAN -To-p-,, BOTTOM TOP BOTTOM TOP 130TTONI TOP ao�T
T om
1 In ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE
601 .123.B' 135.2' 2 2 2 7'
2 x Vx .
106.9" 2 2 3 3 7-
25* 96" 101.7*
12r 09.07 94.4" 2 2 —3 7� 1.
_60" 129.1' 157.0" 2 7-
nwx SF 114.0- _IiCl- 2
0.126' 2
123" 1026- 1 1090 2 1 4 4 1 to, lo,
106.0" 2 2 1 1 7- 1.
2-xa'x
02,875" OA25" 06, 122.7'.. 1554714 2 2
03.250" '. 137.6" o_ 13"
r IISA
150.1'
1
".I
al,eE
10
12r
2- 0�
"0 9W 140229-11 3 4 16,
o. 7� +
ie 5
LIGHT-N-VIEW WINDOW 123" 2- i Ll� -
N.T.S. SABIC PLASTICS SLX1431T-UL-94HB SPAN TUBE SCHEDULE NOTES; ANGLES FOR 2"x5"&2"x6"BEAMS. 15-23:
2 USE 2"x5"x1/4"ANGLES FOR 2"xB"&2"x10"BEAMS. SCALEr
3: USE BEAM SCHEDULE FOR DETAIL 318, PA-GE DESCRIPTI
0
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
rBLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SMALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS,2 ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE UMOFTHE SPANS
N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.'
8
BEAMS ARE NOT ALLOWED.6. LAP 13 EA (0
7, ALLB MS AND ANGLES TO BE 6063-T6 ALUMINUM,
ANCHOR SCHEDULE: CONCRETE K N
2.5"MIN EDGE DISTANCEi
x Cl Cans Up To 6'-0" i5panslUadd$S3': Spans Up To 12'-0" •• � 3r'�
Spa
Gi (PAD CONN TYPE CONN`7YP€- CONN TYPE
o ANCHOR C3 I C4 CS ICAl C2 C3 I C4 A'C5P Cl I C2 C3 I C4 I C5 '
1/4"ITW TAPCON OR ELCO 43 16.0"16.0"35.0"16.0"16.0"16;0'•'16.0" 9.0" 13.0"X6I6"16.0-19.5" S.5" 8.5" 14.5"
ULTRACON WITH 1-3/4" 53 16.0"16.0"10.5"14.5"16.0"16.0"12.0" 7.0" 10.5"16.0"15.0" 7.5" 4.5" 7.5" 10.5" A OFtN
EMBED(3192Ps1 MIN CONC) •62 16A"16.0" 8S" 12.5"16.0"16.0" 9.S' 5.5'• 8.5" 15.0"15.0" 7.5" 4.5" 7.5" 10.5" Q•• m
70_16v0"13.0" 7.0" 11.0"16.0"15.5" 8.0" S.0" 7,5" 11.5"15.0" 7.5" 4.5" 7.5' 10.5" 7 / B COMBINATION ��' 8 �`d:
143 16.0" 5 -15 A"]6 0"16.0"16.0"16.01 9.0" 135"16.0"16.0" 8.5" 5.5" 9.0" 13.5" 2 x S IT P. 9 / 10 COMBINATION Q//�J 11 •
1/4"MILLENIUM MILLFAST W
WITH L=314"E14BED(3275psi 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:S" 99.5"
MIN CONCRETE) 62 16,0"15.0" 0,5" 13.0"16.0"16.0" 8.5" S. 9.0" 13.5"13.5" 7.0" 45'; 7.5" 9.5" O (}• w U
.., 70 16.0"12.0" 7A•' 11.0"16.0'"14.0" 7.0" 4.5" 8.0" 10.5'13.5' 7.0" AS" 7.5" 9.5" t11 V• Q w
100 115" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.5" 7.5' 9.5" 13.5" 7.0" 9.5" 7.5" .9.5" U z IO
ij4"ELCO CRETEFLEX SS4 43 16,0"Ifi.O"16.0"16.0"ifi.0"15.0"16.0"13.5"ib.0"16.0"16.0"125" 8A" 33.0"16.0" 1 x S(TYP.1 2 x S ITYP
W/2"EMBED(3350psl FIN! 53 16.0"16.0"16,0"16.0"16,0"16.0"16.0"10.0"15.5"16.0"16.0"}0.0" 6.5" 11.0"14.0" W µl
CONC) 62 16_0"16.0"12,5"16.0"160"16.0"12.5" 8.0" 23.0"16.0"16.0"10.0" 6.5"111.0"1140:" N
11•g 70 16.0"I6,0"10.5"16.0"16.0"16.0"10.5" 7.0" 11.5"15.0"16.0"10.0" 6.5" 11,0"14.0" o W
100 16.0'410.0" 6.5" 11.0"14.0"1601104"16.5' 11.0"14.0"L6.0"10.0" 6.5" iL0"14.01 w to
L^MIN EDGE DISTANCE NOTE, "S"INDICATES ANCHOR SCHEDULE SPACING.
Cl c2 C3 C4 CS Cl C2 C3 C4 CS Cl CZ C3 U CS SPACING DIAGRAM FOR C2 & C4 CONNECTiON TYPE:
.1/4"ITW TAPCON OR ELCO 43 16.0"15.0" 7.5" 8.0" f6_0"16.0"16,0 5.0 5.5" 16.0"16.0" 9.0" 3.0" 4,0" 14.0" - C2 CONNECTION TYPE USING PIECE WITH OUTSIDE
VLTRACON WITH 1-3/4" 53 16.0"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(3192pst MIN CONC) 62 15_01 15.5' 4y5" S.5" L6.0"16:0" 9.0" 4.0" 14.5"14.5" 7.5" 10.0" C4 CONNECTION TYPE USING PIECE i�WITH
70 16_.0"12.5' 4.0"�/5.0" 16.0"15,0" 7.5" OUTSIDE ANCHORS ONLY
_ ,70 14.5" Y.F2.5 '����/l 0" 10.0"14.5' 7.5_ ��0.0"14S" 7.5"
1/4"MILLENIUM MILLFA57 43 16.0"16:0"11.0:'13.5"16:0"16x0"13:0" 6.5" 9,5" 16,0"13.0' 7.0" 4.0" 6.5" 10.5" Olt
WITH 1-3/4"EMBED(3275PM .53 16.0"16.0" 8.0" 110'16.0"16,0" 9.0" 5.0" 7.5" 16A"10.5" 5.5" 7.5" ANCHOR NOTES:
k
b 7.1-
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" S.5" 5.5" F-O
1. SPANS AND.LOAD SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING
.R 70 16.0" 9.5" 5.5" 5.0" 16.0"11.5" 5.5" 5.5" 8.5" 10.5" 5.5" S.5" zs" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE
�3 too 10,5' S.5" 5.5" 7.S" 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). Pyr p4
b z1.114'MIN EDGE DISTANCE
s 7/4^ALL-POINTS SOL[D•SET - 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, z a
3 V ANCHOR W/7/W EMBED& Cl C2 C3 C4 CS Ct C2 C3 C4 CS Cl CZ C3 C4 C5 ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 'c
1;
1/4-20 SS MACHINE SCREW 43 16.0"16.0" e.5" 10.5"16,0" 16.0"12.0" 5.5" 7.5" 16.0"12_5" 6.5_' 3,0" S.o" 10,01 EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER `
1s (3000pSI MIN CONC) 53 16.0"15.0" 6.5" 8.0" Z6A"16.0" 8.5" 4.0" 6.0" 15.5'10.0" 5.0" 4.0" 7.0" THAN OR EQUAL TO SHUTTER SPAN, 1(
7i •� 62 16.0"11.0" 5.0" 7,0" 16.0"12.5" 6.5" 3.5 X5.0" 10.01 10.0" S.0" 4.0" 7.0" 3, SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE, "i.6
s5 70 16.01 9.0" 4S" 6:0" 26.0"10.5" 5.5" 3.0" 4.0" 8.0'• 10.0" 5.0" 4.0" 7.0" /E
4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE
v 100 10.0" 5.0" 4:0" 7.0" 10.0" 5A" 4,0" 7.0'• 10.0^ 5.0" 4.0" 7.0' BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER a
' - 3"MIN EDGE DISTANCE _ ANCHOR TYPFYBASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE °
)/4"ALL-PO3NT5 SOtiD=SET - CONNECTION. PE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF a
LL. ANCHOR W/7/8^EMBED& Cl C2 C3 U C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS CONNECTION TYPE.
°
+ 114-20 SS MACHINE SCREW 43 1G.0 16.0"16.0"16.0"16.0"16.0"16.0"11.5"16.0"16.0 15.0"IIA" 7.0" 11.0"16.0" L -
(3000ps1 MIN CONC) S3 16.0"16,0"13,5"16.0"16.0"16.0"14,0" 8.5" 13.5"16.0"16.0" &5" 5.5" 9.5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE " ?
.._ ��_____
p 62 16.0"16.0"10.5"16.0"16.0"16.0"11.0" 7A"' 11.0•`16,0"16.0" 0.5" 5.5" 9.5" 12.0" ONLY.
•� 70 6.0" 10.0"13.0"16.0" 8.5" 5.5" 95" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
.100 16.0" es" 5.5" 9S" 12.0"16.0" 8.5" 5.5" 9.5" 12.0"16.0" ss" ss' 95^ iz.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT
d 2.5/8"MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
1/4"POWERS SS DROP-IN - FINISHES.
LN/114-20 55 DOLT AND
Cl C2 C3 C4 CS Cl C2 C3 C4 CS Ci C2 C3 C4 CS �u '4
I"EMBED(3000psl MIN 43 16.0'"L6.0"L4.f.16.0"16.0"16.0" 14.01 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 •� r�
CONC) 53 16,0"16.0" 9�5" 14.0"-16.0"15.4" 9.5" 6`0" 10.0"16.0"11.5" 6.0" 4.0" 7.0" 8.0" VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADEppUAtE WOOD FRAMING
- MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD tS ACCEPTABLE ONLY FOR g
• 62 16.0"12.5" 7.5" II.O"16.0"34.5' 7.5" S.0" B.5" 11.5"11.5" 6.0" 4.0" 7.0" 8.0" SIDE CLO
�URE PIECES. £
a
70 16.0"10.0" 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" o 5i
{ 100 SLS- 6.0" ZO"I&0" mi-I 6.0" 4.0"17&' 8.0"1 11.5" 6.0•'1 4.0" 7.0" 8.0" 8, WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER
SHALL BE LOCATED IN CENTER OF NOMINAL 2"X 4" MIN.)WOOD STUD.3/4"
_ LA J
y 3.1/2'MIN EDGE DISTANCE EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. G SCREWS SHALL o
1/4"POWERS SS DPAP-IN Cl C2 C3 C4 CS CS C2 C3 U C5 Cl C2 C3 U CS HAVE PHILLIPS PAN HEAD OR HEX HEAD.
W/1/4-20 SS BOLT AND
m 1"EMBED(3000psl MIN 43 16.0"16.0"15.0"16.0"16.0"16.0"14.5• 9.0" 13.5"15.0"15.0" 7,5" 5.0" 9,0" 12.0" 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN
CCNC) SL 15.0"Ib.O'•i0_S'15,0"16.0"16.01 10.0' 6.5' 10.5"16.0"l2.0" 6A" 4A'• 7.5" 8.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER
62 t6.o"13.0"�8.0" 12.5"16.0"15.0" 8.0" 5.0" �9.6" 12.0"12.0" 6.0" 4.0" 7.5" 6.5" HEAD(SIDEWALK BOLT),U.O.N. d
• +�j 70 16.0"10.5" 7A" 11.0"11601 12.5'1 6.5" 4.5" 8.0"19.5" I2.0" 6.0'• 4.0"17.5" &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" B.5" t 9
2"MIN EDGE U3STA!!CE * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, z 33 a ,12
#12 SMS W/2"EYEWALL C1 CZ C3 C4 CS Cl C2 I C3 C4 C5 I Cl I C2 C3 C4 CS
NUT OR WASHER WINGNUT. COP0uc8ITUAIXLN
AR140R INSERT W/2"EMBED 43 16.0"16.0"111.5'114.0"16.0"16.0"116.0"1 ZS" 10.0"16.0"16.0" 9.0" M1.5" 6.5" 13,5" II, MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE.' a.5"2 ,
}(2000pst MIN CONC) S3 16.0"16.01 8.5" 11.0"16.0"16.0"11.5" 5,5" 8.0" 16.0"1.0.01 7.0" 3.5" 5.5" 30.0"
12, WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO SCALEi
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" 10.4" DRILL INTO HOLLOW BLOCK NOR SHO�ILD IMPACT DRILLS BE USED TO INSTALL PAGE DESCRIPTI
s 70 6.0" 0.0" 16.0"14.5" 7.5" 4.0•• 6.0" 10.5"14.0" 7.D" 3.5" S.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"
F .7112 SMS.W/2.75°EYEWALL 43 16.0"16.0"i6,tl"1G.0 15.0" 16.0" 16.0"Id.O"14.0"1G.0"16.0"11.5" 6.0" 9.5" 16.0_'
- ! AR14OR IHSER7 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" 4.0" 5.0" 8.0" 13.0"
,n BED(2006pst MIN CONIC) 62 16,0"16.0" 9.5" 13.5"16.0" 5.0" 8.0" 13.0" (0
M1 70 16 A"16.0" B.0" 11.5"16.0"16.0" 9.5" 5.5" 8.5" 14.0"16.0" 9.0" 5.0" 8.0" \^
x 100 16.0" 9.0" 5.0" 8.0'• 13.0"16.0" 9.0" S,tl" 8.0"113.0"116.0" 9.0" 5.0" 8.0" 13.0" `.,/
ANCHOR SCHEDULE: CONCRETE_ {CONT.}
2-3/115-MSN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE •LJ`tl '1
fj Spans Up To 6'•0" Spans Up To 8'-3" Spans Up To 12'-0" Spans U°T°b'•q" Spans Ug To 8'-3" Spans Up To 12'-0" 6
G 7 LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN'TYPE CONN TYPE
i ANCHOR (or) ClC2 C3 C4 CS CI C2 C3 C4 C5 C1 C2 C3 C4 C5 CI C2 C3 I C4 CS Cl I C2 I C3 I C4 CS Cl I C2 C3 I C4 I C5
5116"ITW TAPCOA XL WITH 43 16.0"16.0"16,0-116.0"16.0"15.4"16.0"112.0"116.0'16.0"16.0'•ILD" 7.0"112.0"16.0"16.q"L6 V'16.0•'16.0"16.0'"1610"16:0"12.5'i1 A,16.0"16.0"11.5" 7.5" 12.0"16.0"
1-314"EMBED(2899psl MIN- 53.I6.0"16.0"14.0"16.0"16.0"16,0"14.5" 9.0" 14.0"16.0"16.0" 9.0" 6.0" 10.0"12.5"16.0"16.0"14.5"16.0"16.0"16.0"15.0" 9.0" 14.5"16,0" 16.0" 9.5" 6.0" 10.5"13.0" y
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" 6A" 10.0"12.5"16.0"16A"113"16.0"16.0"16.0"11,5" 7.5"' 12.0"F6.W'1&0" 9.5" 6.0"' 10.5"13.0"
70 16.0"15.5" 9.5" 15.0"16.0" 16.0" 9.5" 6.0" 10.5"13.5"16A" 9 0" 6.0" 1q.0_12.5"16.0''16.0"10.0"15.0"16.0"16.0"10.0" 6.5" IO.r 14,0"16.0" 9.5' 6.0" 1q.5"13.0" 4///T
-.. ._ __ _ ._____ .____ .___ _ }�
.� .� " �. .� ,. ,. �. .. .. �. ,. " " " " ,. „ 10 "13.0"16.0" 9.5" G,0"_10.5"13.0..
100 16.0 4A 6.0 10.0 12.5 16.0 9.0 6,0 70.0 12.5 16.0 9.0 6.0 10.0 12.5 36,0 9.5 6A 10.5 13A i6A 4.5 6.0 __5 _ _5
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"Sb.O"16.0"16.0"16.0"16.0"16.0"15.0"16.0"16.0" 15.0"13.0" 9,0.' 15.0"16.0" �j•ay WT T.
IW, 1-3(4"EMBED(3500ps1 M[N S3 16.0"16.0"160"16.0"I6�0"I6A" 15.5"10.0"16.0"16.0"16.0" 9.5" &5" 11.5"13.5"16.0"16.0"16.0"16.0"16.0"16.0"Fb.O"11.0"16.q"15.0" 36.0"10.5" 7.5" 32.5"35.D" j U
['¢ COHC) 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"IM1.O"16.0"16,0"16.0"13.5" 9.0" 15.0"16.0" 16.0"10.5" 7.5" 12.5"15.". UI' 4:W c
70 16.0"-16.0,11-10.511 16.0" 16.0"16.0" 10.0" 7.0" 12,0"14.5"16.0" 9.5" b.5" 11.5"13.5"16.0"16.0"11.5"16.0"16.0"16.0"110" 7.S" 13.0"16.0"16.0"10.5" 7.5" 12.5"15.0" �� m�
1 v L00 16.0" 9.5"' 6.5"' 11.5"13.5"16.0" 9.5" 6.5" 115"13.5'iG.O" 9.5" 6.5" 1f.5"13.5"IS.O"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 w N W
1/4"304 55 POWERS TAPPER 1-1/2"MIN EDGE DISTANCE 3'MIN EDGE DISTANCE _
Wli-3/4'EMBED(3004P51 Ci C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Ci C2 C3 C4 CS CI C2 C3 CM1 CS Ci� C7 C3 C4 CS IAce
g MIN CONC) q3 16.0"14.S" 6,5" 8,5" 16.0"12.5" 7.0" 4A" 6.0" 12.5" 7.0" 3.5_ 4A" 5.5" 1G.0"i6.0':13.5" 16.0"1fi.0"16.0"14.0" 8.0" 12.0"16,0' 1A.5" 7.5" 43" B.0" 11.5" o W
3 (_.._ ._ ..- ___
53 14.0" 8.S" 4.5" 6.5".14,0" 9.6" 9.5" 3,0" 4,5" 9.0" 6.0" 3.0" 3.0" 4.0" 16.0"15.0" 9.5" i3�5"16.0"ib.0" 9.5" S.0" 4.S" Ib.O"12.0" 6.0" 4,0" 6.5': 8.5 .oi C)
E.- 02 11.5" 6.5" 3.5" 5.5"j12.q" 7.0" 3.5" 4.0" 6.q" 6.0" 3.0" 3.0" 4.0" 16.0"13.0" 7.5" 11.0"16.0"14.5" 7.5': 5.0" e.q" 12.0"12.0" 6.0
3.0" 3.5, 4.5" 6.0" 3.0' 3.0" 4.4"' 1bA"lOS" 6.5" 10.0"16A" 12.0" 6.4" 4.0" 6.5" 8.5"
£ .-_ _._.� -_.. __
.100 6.0'• 3.0" 3.0" 4.0" 6.0" 3.0" 3.b" 4.0" 6.0" 3.0" 3.0" 4.0" 12.0" 6.0" 4.0" 6.5" 8.5" 12.0" 6.Q" 4.tl" 6.S" B.S" 12.0" 6.0" 4.0" 6.5" 8.5"
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
_ 1"MIN EDGE DISTANCE 2.1/2"MIN EDGE DISTANCE N.3
Sp
ans Up To G-0" Spans Up To W-3" Spans Up To!2'-0" Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To
G
LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE
d s� ANCHOR (p") CI C2 C3 C4 C9 Ct C2 C3 C4 C5 CI C2 C3 C4 ( C5 CI C2 C3 C4 CS Cf C2 C3 C4 C5 Cl C2 C3 C4 CS N CL
114"ITW TAPCON WITH 43 8,5" 7.0" 3.5" 8.5" 6.p" 3.5 6,0 3.5 lis 10.0" 5.0" 6.5" 11.5" S. q.5" 3.0" 4.S" _8.5 4.S" 3.0" 4.0" 5 C'
1-114"EMBED 53 7.0" 4.0" /�7,0" 4.5" 4.5" 9.5" 6.0" 3.5" S.D" 9.5" 6.0" 3.0 3.5 6.0 d.0" o
62 55" 3.0" /6.0 3.S" 8.0" 4.0" 4.5" 8.0" 5.0':Jam/ 3.q" 4.0"
70 4.5"f A 5.0" 3.0" 6.5" 3.5" 3.5" 6.5" 4.0"
100 / �' 4-0" 4.0"
g1/4"ELCO ULTRACON VNTH 43 13.0"10.5" 6,5" 13.4" 9.0" 9.0" 33.0"10.5' 4.5" 6.0" 13.0" 9.0" 5.0" 3,tl" 4.0" 9.0"
a
1-1;4"EMBED S3 10.5" 6.5" 14.5" 6.5" 6.5'" t0.5" 6,5" 3.5" 5.0" t0.5" 6.5"; 3.5" 3.5" 6.5" 4.0" 3.0" '
' 62 B.5" 9.0" B!5" 4.5" 4.0" 9.0" 5.0"� 4:0•
7.5" 7_0" 3.5" -3.0" d.0"
- Vv 100 d.0" 3.0" 4.0"i 3.0" 4.0"
O 3/4"41ILLENfUM MILLPAST 43 125"10.5" 4.0" SA" 12.5" 9.0" 5.0" 9.0" 5.0" 4.0" 13.5"21S' S.5" 7.5" 13.5"10.0 lS.5" 5.0" 10.0"
m A.4CHOP.Wi 1-1/4"EMBED 53 10.0" 6.0" 4.0'" 10,0" 6.5"% 6A" 40" 11.0" 6.5" 4.0" 5.5" 11.0" 7.0 4A" 7.0" 4.5"
' 62 8.0" 4.5" ' S.4" 4.Q" 4.0" 4.0" 5.0" 5.0" 4.5" 5.5" 4.5" 4.5"
70 6.5" 7.0 4.0" 4.0 7.5" 4.0" 4.0" e.0" _4.5" 4.5"
z 100 4.0" 4.0" 4.0" 4.5"
" v 1-1/4"MIN EDGE DISTANCE _ _2"MIN EDGE DISTANCE
3
1/4"ALL SOLD-SET Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 CJ C4 CS 61 C24 C3 ( L4 C5 C1 C2 C3 C4 C5 C1 C2 C3 Cq CS
__
x
O ANCHOR W/7/8"EMBED&
of;4.20 55 MACHIN SCREW 43 15.0"13.0" S.0" 6.4" 55.0"710" b.0" 3.0" 4.0"' tI,O" 6.0" 3.0"
= 53 ]2.5" 7.5" 3.5" 4.5" 12.5" " 4.0" 3.5" 8.0" 5.0" 3.5" 16.0"17_0" 6.0" _8.0_16_0"14.0" 7.5" 4.0" 5.5" 13.5" 9.0" 4.5"
u"i 62 10.0" 5.5 f/J/ 4.0" IO.S" 6.5" 3.b" 5.0" 5.0" 3.5" 16.0" 4.5" 5.0 6.5" 16.0"11.0-
R 4.5" 9.0" 9.0" 4.5" 4.0" 6.S" Qg
70 8.5" 4.5" 3.5" 9.0" 5.5" 4.0" 5,p" 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"
100 5.0" 3.5" 5.0" 3.5" 5.0" 3.5" 9.0" 4.5" 4.0" 6.5 4.0 q.S" 4.0 6.S" 9.0" 4.5" 4.0" 6.5" 25
5/16"ITW TAPCON A WITH _ 3"MIN EDGE DISTANCE 4"MIN,EDGE DISTANCE j y
C1 C2 C3 C4 CS CS C2 C3 C4 C5 Cl C2 C3 C4 CS C1 C2 C3 C4 CS CI t2 C3 C4 CS C1 C2 C3 C4 CS yJ
I-,3/4"EMBED a
w 43 16.0"16.0" 9.0" 12.0 16.0 14.0 7.5" 5.0" B.S" 14.0" 8.0" 4.0" 3.0" 5.5" 6.5"
53 55.5" 9.5" 6.0" 4.5 15.5"10.0" 5,0�'
�+ 62 .0" .0" 5" 13.0" 8.0" 4.0" 5.5" 6.5" 6.5" 4.5" 4.5"
70 10.5"13 7 4.
5.5" 4A" 7.0" 11.0"
100
1-9/16'MIN EDGE DISTANCE 3.1/8"MIN EDGE DISTANCE
'
5;16ELCO.UITRACON WITH
I C2 C2 t3. C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 OI CS Cl C2 C3 C4 CS CI C2 C3 C4 CS COPYNGR FPd1MLB01
1-1/4'ENBE? 43 12.0"10_0" 12,0" 8.5" B.S" 16.0"16.0" 8.5" 11.0"16A"15.0" 8.5" 7.5" 1S.0" 8.5" 7A"
53 9.5" b.0" 95" 6.0" 6,9" 16.0'•10.5' 6.0" 8.5" 16.0"11.0" 5A" 10.5" 70"
15-233
E 62 8.0" 8.0" 14._0" 7.5�'%�/� 7.0" 14.5" 8.5" 7.0" 7.0" SCALE:
=r fij. 70 6S' 7.0" 11.5" 6.0" 6.0" 12.0" 7.0" 7.0" PAGE DESCRIPTi[
100
R ANCHOR NOS;TESEE SHEET O
•`�"^,��__! 9 FOA ANCHOR NOTES.
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
_ 2'MIN EDGE DISTANCE "!"'.,�
Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0"
o p�p� ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE /
x!n 050 Cl C2 C7 C4 C5 Cl C2 C3 C4 CS Cl C2 I C3 C4 CS App
#12 SMS W(2"EYEWALL 43 16.0"16.0" 7.5" 9.0" 16.0'" "tV�
3 ARMOR INSERT W/1-1/4" 53 16.0"10.5" 5,q" 7.0" 16,0"11.0" 6.0" 3.5" 5.0" 11.0" 7.0" 3.5" 3 55 i 5.0'
EMBED 62 34.0" 7.S" 4.0" 6.0" 14,5" 9.0" 4.S" 4.0" 710" J.0" 3.5•' 3.5" S.p" „y �. A y�.
x�' 70 IS.S" G.0" 3.S" 5.5" 12.5" 7.5" 3.5" 3.5' S.5" 7.0" 3.5" 3.5" 5.0"
' t
O 100 7.d" 3.S" 7.0" 3.5" 3.5" 5.0" 7.0'" 3.5" 3.5" 5.0" 'moi �• r
ANCHOR SCHEDULE: WOOD (G=0,55)
Iml
3j4'MIN EDGE DISTANCE Q L
u U
' LOAD Spans Ug To 6'-0" Spans Up 70 8'-3" Spans Up To 12'•D" �ccti ANCHOR CONNTYPE CONN TYPE I CONN TYPE - N 0
x 2'r) Cl C2 C3 C4 C5 C3 C2 C3 C4 CS Cl C2 C3 C4 CS W
1/4"LAG SCREW WITH 1-3/4" 43 16.0"16.0"11.5" 12,5"160"16.W'16.0" 7.5" 9.0" 16.0"16.0"14.5•' 4.5" 60' 16.0" ?r
4 MIN THREAD PENETRATION 53 16.0"16.0" B.S" 10.0"16.0"116.0"116.0" 6.0" 7.0" 16.0"16.0"11.5' 4.0 5.0" 16.0" 01 a
6 62 16.0"16.0" 7.0" 8.5" 16,0--116,0"114.5!- 5.0" 6.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0" C'
:=:SI111T1U' 70 I6,0"I.. 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" a CJ
^ 100 16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5" 4.0" 5.0" 15.0"16.0"11.5" 4.0" 5.0" 16.v,
7J16"WOOD BUSHING WITH 43 f5.0"16.0"' 0.4" i0.0"16.0"15.5"1,5' 4.5" 7.0" 15.5" 8.5' 4.5" 4.5" 7.0"
H
h o 1.13"MIN EMBEp 0 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 f4.0" 8.0" 4.5" 5.S' 14.5" 9.4" 4.5" 3.0" 4.5`" 7.4" 70" 3.5'" 4.0" 1.1"
.� 70 12.0" 6,0" 3.5" 5.5" 12.5" 7.5" 3.5" 4_0" 5,5" 7_0•' 3_5"
p l"o 100 7,0" 3.5" 4.0" S.0" 7,0" 3.5" 4.0" 5.0•' 7.0" 3.5" 4.0" S.Q"
�+
9I4 5MS OR#14 WOOD 43 16.q"16.0"12.5"14.5"16.0"160"16.0" 8.0" 10.0"116.0"116.0.1 11.5" 5.0" 7A" 16.0" tl/
SCREW WITH 1-3/4"MI N 53 15.0"36.4" 9.0" 11.5"16.4"16.0"15.0" 6.D" 8.6" 16.4"Ib.O" 4.5" 4.0" 5.5" f3.0"
THREAD PENETRATION K'.
d 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"
e
.{{it)til>tlOtltg111'A 70 16.0"16.0" 65" 8.5" 16.0"16.0"10.0" 4.5" 36A" 9.5"
100 16.0" 9.5" 4.0" 5.5" 130'•16.0" 9.5" 4.0" 5.5" 13.0"16.0" 9.5" 4,0" 5.5" 13.0" -�
ANCHOR SCHEDULE: WOOD (G=0.42)
3J4"MIN EDGE DISTANCE
LOAD Spans Up To 6'-0" SS-pans Up To 8'-3" Spans Up To 12'-0"
ANCHOR 1 A CONN TYPE CONN TYPE CONN TYPE /}1
x G Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2' C3 C4 CS _
1/4"LAG SCREW WITH 1-3/4" 43 IN'16.0" 90- 13,0"f6.V'f6.0"16.0" 5.5" 7.0" 16.D"16.0" 9.5" 3.5" 4.5" 15.0"
MIN THREAD PENETRATION
57 16.0"16.0" 6.5" B.p" 16.0"16.0"]2,5" 4.5" 5.5" 16,0"15.0" 7.5"; 3.0" 4.0" 11.0"
' 62 16.0"16.0" 5.5" 6.5" 16.0"16.0" 9.S'• 3.5 5.0" 15.0"150" 7.5"T Cr3. 4A" 11.0"
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"T34 11.0"
`o n 100 15.0" 7,5" 3.0" 4,0" 3L0"15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7-S" "14 SMS OR#14 WOOD 43 16.0"16.0" 8.S" 10.5"16.0"16.0"12.5" 5.5" 7.0" 16.0"17.0" 6.5•'o SCREW WITIi 1-3/4"MtN 53 16.0"16.0" 6.5" 8.Q" 16.0"16.0" 8.5" 4.0" 5.5" 16.0"1Q.5" 5.5"3THREAD PENETRATION6216.0"ILS" SA" 7.0" 1G.0"13.0" 6,5" 3.5" 5.0" 10.5"ID,5" 5.5".��® 7016.0" 9.5" 4.S° 6.0" 160"1.10" 5.5= 3_0_4.0" Q0" 10.5" 5.5" "100 24.5" 5.5" 2.S" 4.0" 7,5" 10.5" 5.5" 2.3" 4.0" 7.5" 10,5" 5.5" "
ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK X111a1
_ 4"MIN EDGE DISTANCE _
Spans Up To 6'-0" Spans Up 70 8'-0" SpamUp To 12'-0" ¢ ,
LOAD CONN TYPE CONN TYPE CONN TYPE
OP: ANCHOR
x rn 1Dsn C1 C2 C3 C4 CS CI C2 C3 C4 C5 C1 C2 C3 C4 CS
5/16"ITW TAPCON XL WJ 43 16.0"16.0"16.0"16.0"16.0"16.0`116.0"115.0-16.0"16.0'•16,0"115.0"19.0' 14.0"16.0" qg
2-114'MIN.EMBED S3 i6.tl"16.0"16.6"16_0" 16.0"16,0"16.0"11.0"16.0"16.0"16.0"12.0" LS" 12.0"16.0" O D
y ! p 52 16.0"16.0"14.0"f6.0"16.0"16.0"75.Q" 9.0" 14.0"f6.0"36.0"12.0" 7.5" 12.0"16.0" 2"
.E 70 16.0"16.0"11.5"160"16.0"i6A"12.5' 8.0" 12.5"16.0"16.0_'12_0" 7.5" 12.0"16.0"
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" tts
m 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"110" 5.5" 6,5" 9.6"
w2.1/4'MIN.EMBED 53 L6.0"13.5" 7.5" 11.0"16.0"34.0" 7.5" 7.5" 13.-5-
,90 9.0" 6.5" COPIRLiRTIRMIXLAI
._._.... ... --- scAl 5-23'
€ 5 �o`15.0"a o" 6.0' 9.0"
o" i6.s"s ss"'///// sso" 9.06.5"
s z 100 9.0 5.5 6.5" 9.0" / 5.5" 6.5"100 6.5" 9.06.5" pA K_-P,S EC[Aoe DESSy]PT
2'MIN EDGE DISTANCE
C2 C3 C4 CS Ci C2 C3 C4 CS Ci C2 C3 C4 CS
..
#12 SMS W/2"EYEWAIL 43 16.0"16.0" 9.5" 11.5"16.0"16.0"14.0" 6.0" 8.0" 15.0"14,5" 7.5"
o I ARMOR INSERT W(2"EMBED 53 i6.p"16.0" 7.0" 9.0" 76.0"16.0" 9.5" 4.5" 6.5" 160"11.5" 6.Q" 3.0-' 4.5" 8S"
62 16.0" 7.5" 16.0"14.5' 7.5" 12_0_' ANCHOR NOTES:SEE SHEET
70 16.0"10.5" 5.0" 6.5" 16.0"12.5" 6.5_' 3.0" 4.5" 4.0" 11.5" 6.4" 3.4" 4.5" 8.5'• 9 POR ANC
g f00 11.5" 6.0" 3.0" 4.S" 8.5" 11.5" 6,0" 30" 4.5" 0.5" 11.5" 6.0" 3.0" 4.5" 8.5" !OR NOTES.