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FL# FL13757-R6
Application Type Revision
Code Version 2017
Application Status Approved
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 Bernardo
frank@engineeringexpress.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. Bernardo, 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 R6 COI Indepi.Ddf
FL13757 R6 COI Indeo2.Ddf
FL13757 R6 COI Indeo3.Ddf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2006
ASTM E1996 2005
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL13757 R6 Eauiv Eauivl.adf
FL13757 R6 Eauiv Eauiv2.Ddf
FL13757 R6 Eauiv Eauiv3.1)df
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/09/2017
Date Validated 08/11/2017
Date Pending FBC Approval 08/22/2017
Date Approved 10/10/2017
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 R6 1i Dwo1.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 R6 AE Evall,Ddf
span/pressure combinations and additional limitations of Created by Independent Third Party: Yes
use.
13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13757 R6 11 Dvra2.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 R6 AE Eva12.odf
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 F1_13757 R6 `_I Dwg3.1)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 R6 FSE Eva13.Ddf
anchorage,etc. Created by Independent Third Party: Yes
Back flexr
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:
Crew,Card
Safe
6.8 STREAMLINE SHUTTER II,, fMNKL BENNN 00,pE.
\\\\ ` /
GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ ;42�' [ � 17
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING _ No P[004654 - )
CODE SIXTH EDITION(2017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE - _-
ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC1 AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH---��••. C.
(IRC1.THIS SYSTEM MEETS MISSILE LEVEL"D"ANbb INCLUDES ESSENTIAL FACILITIES AS DEFINED IN -O -TATE OF
ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BEF<.OHIDa..•' t"M X
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE `sS ...... � oN
REQUIREMENTS 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. Z I
>U3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. (np�4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM T TED PRESSURES DIVIDED BY A 1.5 ZO <m
SAFETY FACTOR. !LLWW11 0
5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND w o�W_ i
ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PIAN VIEW
CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. N C s s 0
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND w
LOAD DURATION FACTOR Cd- 1.6 WAS USED FOR WOOD ANCHOR DESIGN. 0 w "
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE w O
n DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR
WIND LOAD CALCULATIONS IN ACCORDANCE WITH SCE 7,A DIRECTIONALITY FACTOR OF Kd-0.85 u
SHALL BE USED. Z
B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC w N
SITE. x
9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL i a
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME
PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER Q w a
61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. -
10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE Q ��
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR O w g$
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE 1N EITHER FORM OR MATERIAL FROM �.=r 0 r,
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. o °C
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL ?m'
DOCUMENT-. HURRICANE PROTECTION
12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING BOTTOM
OFFICIAL MAY REQNUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED,DATED AND TRACK
SEALEDEVIATIBY ON A SCA CONDITION TO THE BUSED ENGINEER OR ILDING OFFICIAL GRANISTERED ARCHITECT TING HIS/HER APPROVAL.HICH DETAIL AND
FY THE LOCKING MECHANISM,SEE _
13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS E o g
INFORMATION: TOWN&COUNTRY INDUSTRIES
FORT LAUDERDALE FL TYPICAL ACCORDION
MISSILE LEVEL D-ASTM E1886,E1996&E330 1 SH UTTER ELEVATION
TAS 201 202&203
R FLORIDA PRODUC{APPROVAL NUMBER 1 N.T.S. EXTERIOR ELEV
' 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TABLE 2:
K.S.I. (EXCLUDING _
15. MINBOLTS AND IMUM TENSI E STRENGTHOF60K SINSU U.O.N.POP SHALL BE STAINLESS STEEL WITH A RIVETS SHALL BE 1/4 0 OR 3/16 0 5052 MINIMUM SEPARATION FROM GLASS
ALUM.ALLOY. NON-HVHZ ESSENTIAL G -
16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ - $ a
BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES _ - I
17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SHUTTER
or
18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS
19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN 5 INSTALLATIONS
S30'ABOVE 5 AL ABOVE S30'ABOVE
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. { Y
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.
23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4" 1-618' 2-3/8' 1-5/8"
TABLE 1• 99" 3-1/2" 1-718" 3-5/8' 1-7/8"
TABLE I NOTES: 120" 4-1/8"44 2" 4-114" 2" q+ s�
1. DESIGN PRESSURES SHOWN IN"ACCORDION 1 " 4-7/8' 2' 5' 2" YY!! 11
ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE TABLE 2 NOTES: i i t i
SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. mm°alr{NN LEBIW W pE
AT EACH RESPECTIVE SHUTTER SPAN. 2. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY
POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FCDIz161� 15-2339
SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND SCALi.
SPAN BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A
PRESSURE PRESSURE EAa newti►TlopT
DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30".
(PF (P50 SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL
f 72" 100 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>3D'
(G ABOVE GRADE.
99" 7070 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE
120" 53 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED.
6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM
SSL+ 144 43 1
40 E1996-09.
_PROJECTION VARIES ````�l�l `• Iii F"-6549NNARDO,P.E.
2.874" 4.674•MAX. �• NK L •••� ``
0.062" 0.450' 3 O.o80" NO PE009659 _
T 0.125' iJ
N 1.708'- 0.100' 1.630" 0.062" C
1.708' 0.100' �_ -�- _ 0.080` LO�063.• r -0'' •7} -
0.195" 0.096• 0.195• Dom. 0.070• 0.060. I}--z.ezo• - �` sorEDF
1 --- t 0.1 t 0.630' --�--� 0.630' �� 1993' � .01
0.6 -�� 0.062' 0.630. 0.062' .^i II II- - 0.143" 0.� -4 � 0069"' }--�T 0.971" }0.971j 0.143• ..0 ]IIIIIIJh�I
-1 II )X 1:•D7o•-t o = g
*1.069' 0.062 0.200' 1.069'i 0.062• 10.200- ;` 7"_• 0. f, '-- ' 0.630• 0. 0.0.0621
y�SUPPORT LEG OPTIONAL 0.200" 1.069•4 0.06Y 00"
5.745•MAX. 1.069•-} 0.062" W W
-5.745•MAX. V)w
O WALL BUILD OU I WALL O STREAMLINE CEILING TRACK �¢ STREAMLINE WALL TRACK O HEAVY HOEADER/SILL LITE HEADER SILL o w d W
6 SCALE.HALF SIZE �/ SCALE.HALF SIZE SCALE.HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE.HALF SIZE p
p WHERE SHOWN,SCREW BOSSES
IFELT GROVES ARE OPTIONAL ^
u
ON ALL EXTRUSIONS ^
0.874.1- 2.655" 0.875•
,n 2.195' 4V -
0.7
2.19r 1.230• "'{"'rT6D"uu
I �v 6� S
65 �
1
2. 5"--{ ,•1 I� 7 ' O
---` '}^ I (, 2.362' � �y
{-1.069 I^ " I I t-� ' U0 ♦•0.105, i t 4.84• mow+zm
j_ •1_ .831
1 1.069" ri I, ri a.510• <o g
• �'"a 0.10 .r I I O.IOr I; "' . 0.075" O
n 0.075• r� I
0 39
l r Gl
D.105" I-1 __._.__. _ -._..�:.. I .+S .,-- r�•• _ L-.h:'.�.. c 30
• �-4.510'-�T .••��--------rr�--- __.- I - - I 0.994• J J E ;5
-� -� 0.0 NOTE:TESTED THICKNESS OF 3
0.781" �-----4,510' I I 3.506" BARE METAL W/O PAINT IS 0.039'
} -}
O7 SILL Og SILL ADAPTER Og EXTENDED SILL �O EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE_ SLAT/BLADC Ca
R SCALE HALF SIZE SCALE-HALF SIZE SCALE.HALF SIZE SCALE-HALF SIZE SCALE HALF SIZE L 1 3:
1! SCALE HALF SIZE ` l
6
R
- 0.080. 0.477• 1.570-Ft-40510"
had
d 2
0.143 0.143" 0.59• 0.341' 0.07" r 1.2 11.708 0.143• _ d6N_ `6a
_ i
ow
0.7'
� 0.335• I I�0.060• 0.117• � M
4.510' 0.090•n 0.096" io 1
0.090,
0.044• 0.227 0.682' 0.630• 0.060•1 l\ ....I RAIMIlLBB1N10pPE
J I I0.6 15-2339
NOTE:THICKNESS OF BARE 2.822• �-1.625' }•--♦-0.420• WAM _
METAL W/O PAINT IS 0.039' nOSCRUl a10
15 6.8 STREAMLINE STACK1B RADIUS CEILING HEADER/SILL 17 6.8 STARTER �g WALL SILL CLIP tg WALL SILL
SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE-HALF SIZE SCALE HALF SIZE
a
11
FRANK L SENNARDO,P.E.
`11111 1 1 1 1 1// /PEO046549
1.9so• ���` K -
�}-O.1Z5' 0.610" STAINLESS STEEL •280• --} NYLON WASHER OR �'�"'�I ��i yy{{
ASSEMBLY 1 4 ALUMINUM 0.357• P+� .
0320"O HOLE o� x0.050" 0.276" *;' ND/OF •.
a o =
#10 x 2-3/4"410 HT S.S. _ 664 -
0.880 NYLON •,u '9a'�' INSERTS SCREW W/TC ULTRAC'OTE �-• 0.591' to
'i 0.05 WHEEL O x0.120"6 INTO COATING in
N
L1.100•H F o.z40• L r -r TRACK (TYP TOP&BOTTOM) r o•�z'
NYLON BUSHING W/WASHER: �_•I ' 111 ORI m o
1 1 NP.AT EVERY OTHER 0.750" 7/16"0 x 1/2' INTERIOR]OINi TOP I i�/ON.
T -5'MAX. 0.870• 0.154• 0.13r 'Z. q (q _gm�,
INSIDE JOINT AT TOP. 7/16"0 x 1"O INTERIOR JOINT BOTTOM / � EIVG lll t'" �W�
CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR II 1111 11111 Z W o .V 9
ig ANGLE ROLLER ASSEMBLY HOUSING-ZINCDICAST,POWDER COATED C�
22 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT 0 Iamgg g
SCALE HALF SIZE IXC Nmj �
SCALE HALF 512E NOTE: MAY BE KEY OPERATED OUTSIDE SCALE HALF 512E SCALE:HALF 512E Z gL',R Z
OR KEY/THUMB TURN OPERATED INSIDE. c
H0•25(r 23 BRASS PUSH LOCK It g
Ui4 W �_
SCALE.HALF SIZE U�j W w
RO.155" 1.978' 2.125• O w
4.000" 0.236' '--1.742" 0.286" 1.603" e4
R0.500' 0.623' 1.710• 1.224" 0.267'
0.790" 0.090" 0.319" 0.531• 0.531" G
n
I,I 0.064' 0.2 26 m
d
0.0 m
2.250'0.2150V °�' $ �.6 0.67.7' 0.6or P
�^ �4{s
0.118" 0.224" 0.239" N I vai n Eo m I". N N a 7
I �---2.000"- 0.060' 0.4%' I 0.240" ,D 111 .i.i.I ti.:.: y R a
-2.750' Y _.4 1.758"-f I._ II 1. �Prw�i,�. b o
27 RAINGUARD 2g DECORATIVE FLOOR TRACK 3.476" 1 J 0.222-
r 0.240' A m$
SCALE HALF SIZE SCALE HALF SIZE 1.001 0.062'0.062• 0.062" 0.176• 17 a
30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER £
SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE x'•15 o
0.062'
"o,
a og
}}}--------5.500'x 13/16"WIDE-..._-_� ♦--}0.400" :c Oc.
I 7/16"0 STAINLESS
A ('lbr N. STEEL NUT
p t L •� A0D ItA,I Z
30
M 0.12s" c�--r-- OM 0.438•
_0.188• 5/16-18x1 MACHINE SCREW
$ TYP. STAINLESS STEEL RI a
fl � 5/16"0 INTERNAL N
1 1--}0.689" POWDER COATED,LNC DIE-CAST THREAD _
F -4.500" ,� 5
VARIES1.050'}
DELTA MODEL 2022
SECTION A 36 T-LOCK ADAPTER 37 T--SCREW INSERT 38 THUMB SCREW v �- ;, a
INDUSTRIAL SYSTEMS (OPTIONAL) SCALE.FULL SIZE SCALE FULL SIZE �` '� -t--0.254" 410 40b 40'
35 BOX LOCK SCALE HALF SIZE N 0.31 3
SCALE.HALF SIZE 1.- END STRIP
2.000" 2" & 3" EXT
(---1.625" 3.500•-} .12--i �Y0.125'SCALE HALF S12E ! y
i1 0.050'
0.125^ 0:0`95• g :gg�
3 -0.125' caPlAdrtFwNCLffNNFOO iE
o0.093' ^I
0.250" g ^Ies" 15-2339
SCAM
tro
7AY!O[DOII/EIONI
I 7.000"-
O2X7 ANGLE 20 ALT. 1" EIJD STRIP Y1 1.5x3"x0.093" ANGLE 25 2x3"x0.125" ANGLE
39 SCALE-HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE n
SCALE-HALF SIZE -_vS�
L 1 F L�NARDO,P,E.
ANY ANCHOR PER ANCHOR EDGE DISI. !a /
/i
SCHEDULE O 18'O.C. EXISTING DIST.
i
74
GLAZING SEE END STRIIC'
SCHEDULE FOR M+oC No EO
A .ANGLE EMBE SPAN WHEN IRI*G:
LEG D RECITON II I I .._____ 20,40a,40b OR$OC, ,Q
EMBED. 17 ~ (INTERIOR) E• -{ T 1/4' OR 6.8 START p HH♦
-7- 17 -- _ - _.IMAX. WITH 21 OR 25:Q O .Y
MIN.0.062"THICK 6063-T6 ALUM. qR
30ANGLE I"x 1'MIN.TO 2"x 5'MAX. 21 25 �ils/
ED -- -- (ANGLE LEG MAY BE REVERSED) // �D15T. � ANY ANCHOR PER ANCHOR (t2)5t IOXI*TEN SCR WSE TO RACK W/ // I �;U i
SCHEDULE @ 18"O.C. ��AT ACH T TOP
6.8 STARTTER W/ a 6 z
13 3or)-/
13 13 i12 x 1/2"GALVANIZED OR S.S.SMjVALTTERNA
t12 x 1/2'GALVANIZED OR Z a�, ,e
30 3/16'0 ALUM.POP RIVET,OR 1/4-20 \ S.S.SMS 3/16"0 ALUM.POP W W i-9
ddd u LY
6.80"1TvP.l USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT 8 NUT @I 18"D.C. E END STRIP DETAIL BOLT NUT 0 18"0 C INE v^w z
(EXTERIOR) 5/16111 UMBSCREWINTOTHREADED STARTER AND AN
3i�" z
(}�Fjn A'
INSERT 3 AT 1/3 SPAN TO 2/3 SPAN 1'-0'• ANY TRACK W/ w
TYPICAL PLAN VIEW FROM 80 OM OF SHUTTER.RECEIVING END STRIP SCHEDUSCREW BOSSES. "
HOLE SHALL BE 3/8"MAX WIDTH,UP TO P SCALE 3"=1'-0" 1'HEIGHT. 1•SIO(2.7-) 627282
USE(1)BRASS PUSH LOCK -- 112OR(1)5/16-18 THUMB 132SCREWI(µ3T�OTHREADED LOCKING DETAILS FOR CENTER MATES 2•gf0(3,7•) 8272 SEE END STRIP
INSERTSTAN FROM SPAN. SHOWON RANDOM �� SCHEDULE FOR MAX.TO 2/3BOTTOM OF SHUT TER 30 DETAILS 3"8/0(4.7") 62 SPAN WHEN USING �RECEIVING HOLE SHALL BE � 13 ® 72 "� 20,40a,40b OR 40t,
yI 3/8"MAX WIDTH.UP T
C 1'HEIGHT gp ALT.1"BIO -82 _. 1/4" OR 6.8 STARTER y aG E
(277 12 E-T IC MAX. WITH 210R 25.
82112 A Z
_ 0 IATE
132 75" 4 , STARTERUSE STRIP TO g a
T - -- 1.6'A7 45 9 20 PROVIDE CLOSURE
x0.OB3' 2 FOR 1,
13 _ __ BUILDING CONDI RUNS. ,- 0
3 7t 8 B
E
84 7 F45TEN ST ARIER S1RIP
I (INSIDE) T _ TO TRACK W/(2)610x1" m g
I 2"x3• 13 SCREWS AT CORNER,TOP i
x0.126" 67 12" ALTERNATE END STRIP DETAIL &BOTTOM 4
13 '62 aW--"•F 6 SCALE 3" 1'-0" ANY TRACK W/SCREW L_
k a I- n 1 BOSSES. lL"`uitl _
m
E zaa� 76 111"
a I
r. 0
SIL I l L 0. FOR GREATER SPANS DR LOADS THAN
W SHOWN IN END STRIP SCHEME,END
(/) 0 STRIPS REQUIRE A VXI'.090'CUP ANGLE
(%) MIDSPAN USI NG ANY ANCHOR ON TIIE EXISTING CLASS
O ? 13 SCREW OR 1/4-20 BOLTLTOENDSTRIP.
USE(11 BRASS PUSH LOCK ]¢ �R
USE 111 BRASS PUSH LOCK 30 '^ '" INSIDE S
UR 11)5/16-18 THUMB 30 13 ��m SCREW 1160 THREADED (INSIDE)
ir,99
SCREW I O THREADED /,f� a INSERT (p347�) AT 1/3 SPAN SILL
7 �g
INSERT yp77 AT 1/3 SPAN / z o. TO 2/3 SPAN FROM l
TU 2/3 SPAN FROM i9I BOTTOM OF SHUTTER f
BOTTOM OF SHUTTER (OUTSIDE) @@@
RECEIVING HOLE SHALL BE
gR 3/8"MAX WIDTH,UP T2�3
1..HEIGHT.
OTYPICAL OUTSIDE CORNER CLOSUREd � •
CCt - 5 30 ---- lie �.� l•L6
S AILS WO/CORNER POST 13
DEI �P
NT
30 COPT109R R3NxLa9MNiW PE.
13
13 3, 215 (OUTSIDE) 15-2339
SIL I_
11 -USE ITBOX LOCK AT 1/3
11 SPAN TO 2/3 SPAN FROM ►AaI D[aGi►noNl
BOTTOM OF SHUTTER
OTYPICAL_INSIDE CORNER CLOSURE
CC2 DETAILS WO/CORNER POST Na MULTIPLE SHUTTER ASSEMBLY 99
e NTS SCALE.3•.=1.-0" /�1
FRANK L.BERNARDO,P.E.
CI CONNECTION TYPE
REFERENCE ANCHOR EXISTING HOST /
SCHEDULE FOR MAX STRUCTURE �� >•
_ SPACING
i C1 CONNECTION TYPE 1 1/4-20 MACHINE BOLT
\ REFERENCE ANCHOR 1/2" _ W/NUT(d!12 0 C OR
/ \ SCHEDULE FOR MAX *114 SMS(A 6"0 C -•k
SPACING r 1/2" (TVP.TOP&BOTTOM)
aLuM. TUBE ` !p UZ7 p
2 FASTENERS '� rA7 U M
6063-T6 ALLOY I ~ 9. ' .• ILL11��1�
EACH ANGLE -- SEE TARIF A FOR SIZE. m 6 R TCC
1"x 1"x 1/8'• i I• �I I ALTERNATE THRU BOLT _D
OR 2"x 2"z 1/8" r C1 CONNECTION TYPE _
o REFERCNCE ANCHOR MN GLASS 10,r
ALUM ANGLE -- - - wuQ �QW
13 Y SCHEDULE FOR MAX SEPARATION 19 �.+ o
THREE 3/16"0 ALUM ° �, SPACING PER TABLET 7.
N� ZX �tp r7
POP RIVETS OR ,I I GLASS N4am WW W d
THREE M12 SMS,TYP ° 17 OR DOOR x N F ?��"E
3/16"0 ALUM POP j I 4=O UI ` w
TABLE (co) t7 Lu
C�1Bi0C (IYPOR 012 115 <.I) ___ II A<TCRNq)�-\ E2 �0 w
F ( _ f _ CI 6 CIR � '�
F 0 n
PRESSURE VS NLOM/ABLE � MAY USE MALE OR
PSF 2, 3�'K B" FEMALE LOCK-SLAT
13 ALTERNATE THRU BOLT 1/4"MAX FROM PIN
,8 62 130' 188 C5 CONNECTION TYPE CI CONNECTION) TYPE GUIDE TO BUSHING
71 1N' 179' _ CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR . - \ WASHER(TYP) m e
92 119' 172' NTS SCHEDULE FOR MAX SCHEDULE FOR MAX
SPACING a${,
91 I1M 165' 14x3/4"SMS(�9"O C �h-p.c7
102 110" 160' _ _/ ANGLE TO TUBE CONNECTION m rn 9 m
:.E
120 lOP 19T 2"x 2"x 125" 7. m
150 TABLE B(CCA) EXISTING HOST EMBED 6063-T6 ALUM TUBE Z�
9T 131'
200 —w– 1N" PRESSUREVSALLOWABIELENGM STRUCTURE 5 CONNECTION TYPE g c
2WIXu 8" 3yO•K2���(p. EDGE DISTANCE REFERENCE ANCHOR
PSF WITH B/O WRN SCHEDINLE FOR MAX F
62 113• 166" FASTENER P18"O C
72 TOT 1ST" (USE ANY ANCHOR SHOWN Cb ALIERNATE BUILD OUT MOUNT SECTION ,L
82 101" 147" IN ANCHOR SCHEDULE) SCALE 3"=1'-0" ddry
92 9S' 139'
101 90' 17232" Lrr,"`•�-',�`y,
R 120 8P
b
H 150 79' 109"
n 100 W 91'
'fA
W x 2"x3/16 RIVET OR u12 SP15 0"6063-76 I@118"0 C. OR 1/4-2Q 17 ill
UM TUBE TYP '" I 1EPARATSON 13 =NUT&BOLT(TYP I 3/16"0 ALUM PUP 4 l °ER ZABLE OALUM. TUBE RIVET OR M12 SMS GLASS DOOR p44(a 18OC ITYP.1 L60fiS-7G AILOY x 5"x 1/B" uSEE TABLE B FOR SIZE 2 FASTENERS ONI INUOUSEAChI ANGLE UMINUM ANGLE1"x 2"x 093"6063-T6 — TIONAL ANGLE INSIDE 3ALUM.ANGLE.TYP THREE 3/16"0 ALUM ENTAT IDN TYP 17 0 6
o POP RIVETS OR 5 6
17 THREE 1112 SMS,TYP — u
0 1"x 2"z t/8"
13 OR 2"x 2G.1/8" ___ 4 CONNECTION TYPE "
�E I.T REFERENCE ANCHOR L
ALUM ANGLE SCHEDULE FOR MAX
-- USE MALE OR FEMALE SPACING C0vffMRIRWL99RVWP£
LOCK-SLE - EXISTING CONCRETE, 15-2339
13 t3 BLOCK OR WOOD FRAMING
8uus1 -
(OUTSIDE) EE INSIDE SILL MOUNT SECTION CAIN O�0IIII OMI
M12 x 1/2"GALVANIZED SCALE 3". V-0"
OR F S SMS,3/16"0 ALUM
CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS 91
Nt5 MACHINE BOLT&NUT SCALE 3".V-0"
FRANK L.BENNARDO,P.E.
C5 CONNECTION TYPE 9 I f 6549
REFERENCE ANCHOR EXISTING
Z SCHEDULE FOR MAX STRUCTURE ��
Q FB
SPACING
GLASS _ GI.A55 —r w Cl CONNECTION TYPE 5"MAX 1/4-20 MACH114E BOLI QQ,= T?•�Q
n tt REFERENCE ANCHOR �W/NUT Col 12"OC OR(4;
OR DOOR �f OR DOOR r w SCHEOULE FOR MAY.. #14 SMS Ca 6"O C-,4 No
j a Z 1- I� �'q O w SPACING 1/2'• (7 YP TOP 8 BOT T6F11 L 1
i w4� HN i2 SI �_-� On.*-
MN 13 7n waw GLASS yI 17 4 /1 Z ~ •
X N N EPARATION N
1/4"-20 THRU BOLT W/ GLASSARATI 4:C& #14 x 1/2"SMS(A 12"O C PER X Z Z r %0 T OJT
LOCK NUT 12"O C OR PARATI01 f
(� w r OR 3/16"0 ALUM POP TABLE 2 4 4 p 5 �6 OR
�'C,J�•. 2� iwJ'ri'
12 x 1/2"SMS @ 12"O C E.S. PER L7 F RIVETS La)6"O.0 OR 1/4"0 F N w o �^v� �i`•ts
OR 3/76"0 ALUM POP IABLE 2 Z> - / S/
RIVETS Cm 6'0 E.S. w ALUM POP RIVETS(0 12"O C ¢ �qc
)R 1/4"0 ALUM POP RIVETS / J N it AND 3O ---���-••• L: J Q s i
12"0 C E.5 -- -- ASSEMBLY F-� 1/4"MAX FROM PIN SEPARATION
SyQ yl �0
�Q 1/4"MAX.FROM PIN GUIDE— 0� BUSHING 13 r
O9 AND 10 / GUIDE TU BUSHING /2 TYP WASHER(TYP) PER TABLE2 j yijWw KL'Ow�
ASSEMBLY WASHER ITYPI m GLASS Z'Z'-'m
1/2-' 1/2"TVP EXISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR
7�Z0Zr
�p 3 s�
o / BLOCK OR WOOD FRAMING REFERENCE ANCHOAA
u In
-
m DISTE SCHEDULE FOR MAL 00a O W Aui�
4 W CA CONNECTION TWE SPACING o ID
4 REFERENCE ANCHOR 4 -+
F / EDGE SCHEDULE FOR MAX DIST
SPACING AS SHOWN 3 CONNECTION TWE IN DIAGRAM ON PG 9REFERENCE ANCHOR EXISTING CONCRETE. O 6SCHFDLRF FOR MAX. 1/4"MAX FR019 FRJSPACING ALT FASTENER BLOCK OR WOOD FRAMIIJG /2"LOCATION FRONT ANO C1 C(NlNEGUIDE TO BUSHING
REFEREN1/ WASHER ITYP.)OM BACK ANCHORS NOT RED'D Og INSIUE MOUNT SEC1'IUN SCHEOULWITH THIS LOCATION SCALE 3".1'-0" SPACING PIN GUIDE TO � NEC110N TYPE BUSHING WASHER OA INSIDE MOUNT SECTION EFERENCE ANCOR toITYP 1 v SCHEDULE FOR MAX O �SCALE 3".1'-0" EXISTING SPACINGOBLOCK OR WOOED Z j °C
/ Ca BUILD OUT MOUNT SECTION g Q
TYP 80710M EXISTING CONCRETE, SCALE-3".1'-0" c
E F 9
BLOCK OR WOOD FRAMING
EXISTING
ter+• g
EDGE DIST. a
NOTE.FOR DETAILS A,B,D.AND E ON THIS SHEET. 4 CONNEC IIUN TYPE EMBED STRUCTURE
THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR �-�5 CONNECTION TYPE
WITH 1/4"GAPS.PROVIDED THAT EACH SECTION HAS w SCHEDULE FUR MAX / REFERENCE ANCHOR m
A MINIMUM OF TWO SETS OF ANCHOR SPACING SCHEDULE FOR MAX
AND ISA m /
H MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK W _ - 5 6
h USED WITH THE BASE TRACK MUST BE CONTINUOUS S/\
OVER THE GAPS BETWEEN SECTIONS. 3 16 1/2" (!)OR(Z)
m
S GLASS xI j a w y
tl w OR DOOR GSL AS 13
#12 x 1/2"SMS(0)12" EPARATI = _� r W 77 a6 p+�ffEE
O.0 OR 3/16* ALUM. PER vl pNQ 13 rM=W� pq�gdg6
F w O 7 POP RIVETS(ul 6"O C TABLE 2 X 0 2 r GLASS
r N M W W OR 1/4"0 ALUM POP 4 0 4 DOOR p TI N r o m
fREFE
=1ZUJ RIVETS Cd 12"CC F uN PER TABLE2 XzoZ� yp�I
SEPAR TO'LASSN GLASS Nl7ONa '� _ 4wj a0a StOSt q
PER TABLE 2 X w O a r V AND 1/4'MAX FROM PIN L m yK
12"0 CS S MAC HINE 4 O a a
lb SCREW 8 NUT(� E O M ASSEMBLY 1/2„ 1/2" GUIDE TO BUSHING pp
12"OC w YP
WASHER ITYP Ilw7 NGLASS o 1/4"MAX FROM PINOR DOOR MAX FROM IoW '4 CONNECTION TYPE t/2" GUIDE TO BUSHING 10 BUSHING WASHER ITYP1REFERENCE ANCHOR 5 6ER ITYP I EDGE SCHEDULE FOR MAX CC IMITFRAWLBBW=pz
� INGCONCRETE, 0151. SPACING AS SHOWN 2 CONNECTION TWE15-2339
K OR WOOD EXISTING COIJC RETE,ING 4 CONNECTION TYPE IN OIA GR AM ON PG 9 REFERENCE ANCIIUR
OR / BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEUULE FOR MAX." 1/aCONT / NNECTION TYPE #12 x 1/2'SMS Lib 12" SCHEDULE FOR MAx SPACING rwaaRENCE ANCHOR O.0 OR 3/16"0 AWIh SPACING ALT FASTENER EXISTING CONCRETE,
76 ALUM.ANGLELOCATION FRONT AND
AY BF REVERSED DULE FOR MAX pOP RIVETS(A 6"0 C BACK ANCHORS NOT RED'UBLOCK OR WOOD FRAMING
ING
5 SHOWN DASHED) OR 1/4"0 ALUM POP WITH THIS LOCATION X99
RIVETS(✓D 12"OL E F WALL/BUILD OUT
Op WALL MUUN� SECTION O CEILING / INSIDE MOUNT SECTION
JSCALE 3". V-0'• SCALE 3"z 1'-0- SECTION Q
MN GLASS NK L BENNA'IDO,P.E.
\11
GLASS SEPARATION ZO J '�
OR DOOR PER TABLE.2 13 0C.
W o= GLASS OR
F N DOOR _ No PE
00465 .-
aZ
.-Il DOORS OR MN GLASS _
SEPARATION - yj �
D:33 MN GLASSWPER TABLE 2STFSEPARATION KI-mAZr PER TABLEOxoF=� moi = FZWi `33jmo 13 x Zovz C1 CONNECTION TYPE a I O Z t/4"MAX FROM PIN GUIDE voREFERENCEANCHOR T_ OUQ TO BUSHING WASHER ITYP I -__ a SCHEDULE FSPACNG __ QNTWO 1/4"0 WOOD 250' _ Cfs W
LAG SCREWS LN 24" C4 CONNECTION TYPE i I 250 W w
0 C MAX WITH 2" REFERENCE ANCHOR
THREADED PENETRATION // SCHEDULE FOR MAX i
"T"INTO CENTER OF 2X STUDS / SPACING /lWJ~
EMB "T' 14 SMS La MIOSPAN BETWEEN
STUDS FOR TRACK TO 1"x 4" / /w N
PLYWOOD IL TUBE CONNECTION / EXISTING HOST STRUCTURE
STUCCO FINISH 1"x 4"x 125"
6063-T6 ALUM TUBE In
O DECORATIVE FLOOR TRACK DETAIL Op WALL MOUNT SILL DETAIL t s
THIS DETAIL TO BE USED WHEN STUD SPACING SCALE.3"=1'-0" SCALE 3 V-0"
EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING S
O WALL MOUNT SECTIONS
UETAIL MAY o
ALSO BE USED
SCALE�3"=V-D" 2 m
AT TOP
ACCORDION SHUTTERa ¢ -2
PER PRODUCT APPROVAL
—GLASS
i> r e m g
j MN GLASS OR DOOR I 1p
= SEPARATION 13 > yl g
IA PER TABLE 2 = EXISTING WOOD(G=0 4T)
R APPLICABLE AT TOP Z M Z TRUSS OR RAFTER
1? AND OR BOTTOM Q n X .1 (�24"MAX.O.C. -1/2'1-1/2"
a a
k 2"OR 3" E M E N EXISTING FINISH I I I
MATERIAL
1/4"MAX FROM PIN GUIDE
1/2'MIN. 5 6 2"x 5"z 1/8"6063-T6
TO BUSHING WASHER ITYP 1 ALUM ANGLE W/THREE
2"z 3'K K'K CONTINWUS OR --2'175' 1/4"TILE ITYP I 1/4'0 WOOD LAG I ' I' u s
2'x Z"xls'xCONTINUOUS I FINISH MATERIAL SCREWS WITH 2-3/4' I eA
6061-T6 ALUMINUM ANGLE MINIMUM THREADED _ ' I a"�
SFASTENED
4"PLYWOOD PENETR "T"INWOOD L� 5 6
.9"MIN.THICK 6061-T6 ALUM TRACK X '--1/4'0 A325 GRADE THRU BOLT(a 7'"O C EACH RAFTER OF TRUSS.ANG3 KSI CEN R TOACHINE SCREWS AT 3"FROM ENDS � 1/4'0 ELCO UITRACON TO CONCRETE/CMU 6ASEXTEND ANGLEE TON `TO ANGLE WITH 1/4-20 aOR 5/t6"m A325 GRADE THRU BOLT 12"'O C(705TTNG3K51 CONCRETE - ANGLE EXTENDS BEYOND
HOST STRUCTURE WITNND 9"O.C.FOR THE BALANCE%0 ELCO ULTRACONS ATEXISTING CONCRETE HOST E 5 0 C W/1 1/4 MIN.EMB W3"FROM ENDS AN04"O.C. NEXT TRUSS.2-1/2' STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW LID 9"O.C.W/1-7/8" I_WS>
FOR BALANCE WITH A" MIN EMB IN WOOD SG-0 42 TO 0.55 M N=W W 6 !!
MIN EMBEDMENT AND 2t/t' MAX-DESIGy,_LOAD AT 5'-0'MAX SPAN: .--(1:3) F -� E
MIN EDGE DISTANCE, t62 P.S.F. EXISTING CONCRETE, x m
STAGGERED WITH 3'MIN. HOLLOW BLOCK OR N=o F WPYIMMMLBINIUOPE
MAX.DESIGN LOAD AT 6'-0'MAX SPAN: WOOD FRAMING SEEx z
SPACING,TYP. t 52 P.S.F. ANCHOR SCHEO A z 5"x GLE CONT Q 1 Q a 15-2339
ALUM ANGLE(6063-T6I E 0.
BASED ON TYPE OF ,�In /GL4
HD BUILDOUT MOUNT STRUCTURE _ a ►AY�otlCRIPTI It
SCALE NTS FAX DESIGN LOAD x 72 P S F I
OPASS THRU DETAIL w
Hb TRUSS MOUNT SECTION
SCALE 3".V-0" Oy�
P IPtllN6519NEXISTING HOSE ALT.LEG DIRECTION
1 R00,P.E.
74
STRUCTURE 1/4"ALL POINT'S SOLID SET ANCHORS WITH 7/8"MIN t //
12•MIN FROM EDGE OF ACCORDION EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM
ROUND WINDOW 1/2" -SPACING,AND 3'MINIMUM EDGE DISTANCE
EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY
TOP OR BOTTOM - I
ANGLESAX PERER BEAM END,SIZE o 6549 '.O
1 1R' ER SPAN TUBE SCHEDULE
EMBED. SPAN TUBE PER - rn
ACCESS HOLE DESIGN SCHEDULE p l.J p I ;
CC77 4-20 MACHINE BOLT W NUT O '"
EDGE OF ACCORDION Z -� / i .n•. E FW M.
SHUTTER BLADES ( - 12"O.0 OR t14 z 3/4"SMS 6"O.C. % A g
3.5'MIN
TYPICAL _ LI/2'MAX.
3"MIN lI 3 6 ;
ANCHOR SCHEDULE: CONCRETE 11 :IIAHD46549 AR00,PE
//FRA
L BE
2.5"MIN EDGE DISTANCE ���` •••• 1 I
Span°Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0"
LOAD CONN TYPE CONN TYPE CONN TYPE :�,••' ._.._...
_ ANCHOR (MF) C1 Q C3 U CS C1 C2 C3 C4 CS C1 Q C3 C4 CS ' e: NO PE004 '
1/4'ITW TAPCON OR ELCO _�3- 16.0"16.0"15.0"16.0`1 16.0"16.0"16.0" 9.0" 13.0'16.0"16.0" 9.5" 5.5" 8.5-114.S-
166.
ULTRACON WITH 1-3/4' S3 16.0"16_0"10.5",14.5' . 16.0"12.0" 7.0" 10.5"16.0"15.0 7.5 S" 7.5" 10_5 --O * N
EMBED(3192ps1 MIN CONC) 62 16,0"16.0" 8.5" 12.5"16.0"16.0" 9.5' S.5' B_5" 15.0"15:0' 7.S' 4.5" 7.5. 10.5" Z Otr a� X Z
_70 18.0"13.0" 7.0" 11.17'16.0"15.5" 6.0" 5.0" 7.5" 11.5"15.0" 7.5 4.5" 7.5" 10.5" I"5(TYP 1 7 /gCOMBINAT1015.0� STATE O
100 15.0" 7.5" 4.5" 7.5" 10.5"15.0" 7.5" 4.5" 7.5" 10.5"15.0" 7.5" 4.5' 7.5' 10.5" 9 / 0 COMBINATIO(k��'•.,A1C ORIO
1144
1/4'MI MILLFAST 43_ 16.0"16.0"15.0"16.7 16.0"16.0"16.0" 9.0" 13.5'16.0'16.0" 8.5" 5.5" 9.0' 13.5" /iss� •'•"' LL N
WITH 1-3/4"EMBED(327SP51-53 16.0"16.0"11.0"15_0'18.0"16.0"11.0' 7.0" 10.5"16.0`'13.5" 7.0" 4.5" 7.5" 9.5" O o x F�
MIN CONCRETE) 62 16.0"15A" 6.5. 13.0"16.0"16.0" 8S" 5.5" 9.0" 13.5"13.5" 7.0" 4.5" 7.5" 95" L 1111 I I .11)U a W`
04.V ..__ ._
70 I6.0"12.0" 7.0" 11_0"16_0:14.0" 7.0" 4.5" 9.0" 10.5"IJ.S" 7.0" 4.5" 7.5" 9.5' _
0000 - _. -_ 00.00 _-
IOD 1.3.5" 7.0" 4.5" 7_S' 9.5" 13.5" 7.7 4.5" 7.5" 9_5" 13.5" 7.0" 4.5" 7.5" 9_5" Z� tm
H
1/4"ELCO CRETEFLEX SS4 43 16.0 16.0 16.0` 16.0"16.0"16.0"16.0"13.5'16.0"16.0"16.0 12.5" 8.0" 13.0"116. t.5 I T YP 2 x S TYP 1 W W '�'�W Z
W/2"EMBED(3350Ps1 MIN 53 16.0"16.0"16.0'16.0"16.0"16.0"16.0"10.0"115.5"16.0"16.0`1 10.0" 6.5" 11.0"114.0-
r
CONC) 62 16.0_'16.0"12.5"16.0"16.0"16.0"12.5 B.0" 13.0"16.0"16.0"10.0" 6-E 11_0 14.0`' �{
® 1111L11C> 70 16.0"16.0'10.5"16.0_16_0"16_0"ID_5" 7_0"_1!_5"15_0"16.0"10.0" 6.5" 11.00" VI w a><
100 16.0'10.0" 6.S' 11.0"14.0"16.0"10.0" 6.5" 11.0"14.0"16.0•'tO.O" 6.5" 11.0"14.0" c W
_ _ _1"MIN EDGE DISTANCE__ -_,_ .--_ .___ -_-.. _,__., NOTE "S"INDICATES ANCHOR SCHEDULE SPACING by
cl `c2T-ci U cs cl c2c3 a c5 cl Q d a c5 SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE:
1/4'RW TAPCON OR ELCO 43 16.0"16.0" 7.5" 8.0" 16.0"16.0-116.0- 5.0" 5.5"116.0"116.0" 9.0" 3.0" 4.0" 14.0" - C2 CONNECTION TYPE USING PIECE WITH OUTSIDE
�y ULTRACON WITH 1-3/4" [4-,
16.0'16.0" SS•' 6.5" 16.0"16.0`'12.0" 4.5" 16.0"14.5' 7.5" 10.0" ANCHUPS ONLY
4¢
EMBED(3192paI MIN CONIC) 16.0"15.5"_4.DA.S'
5.5" 16.0`'16.0" 9.01, 4.0" 14.S"14.S" 7.5" 10.0" - CA CONNECTION TYPE USING PIECE ® WITH
I6.D"12.5" 4. 0" 16.0"15.0" 7.5" ' 11.0"14.5 7.5"��f(" 'r/� 10.0" OUTSIDE ANCHORS ONLY
14.55^zs/ ior 14.s is iCe 14.5^ 7s' /_..1/4'MILLENIUM MILLFAST16.0"16.0"31. 160"16.0`'13_0" 6.5 9.5" 16.0"13.0" 7_0" 4.0" 6.5" 10.5" 1
5
WITH 1..3/4"EMBED(3275pd16.016.08.011.0"16.0"16.09.05.0" 7.5" 16.0"10.5" 5:5" 5.5" 7.5" ANCHOR NOTES:MIN CONCRETE) 16.0`'11.5" 8.09.0" 16.0"13.5" 7.0" 4.06.5" 11.0"10.5" 5.5" 5.5" 7.516.0' 9.5" S. 8.0" 16.0"11.5" 5.5" 5.5" 8.5" 10.5" S.5' S.5" 7.r 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING a
L =6aa� ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE �.G�.o
fd 100 10.5" 5.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" 10.5" S.5" 5S" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(PIT 1). o §§
1/4"ALL-POINTS SOLID-SET _ _ _. .._ ..1-2/4"MIN EDGE 015TANLE _-_. _ - _ _ z c:3
d
2. ENTER ANCHOR SCHEDULE BASED E. THE EXISTING STRUCTURE MATERIAL,
u ANCHOR W/7/8'EMBED h Cl CS Cl Q C3 U CS Cl Q .0 U CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN R qi a
1/4-20 SS MACHINE SCREW 43 16.0"16.0" B.5" 10.5 16.0"16.0 12.0`' S.5" 7.5 16.0`'12.5 6.5 3.0" 5.0" 10.0" E UAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER m
(3000ps1 MIN CONC) 53 16.0"15.0`' 6.5" 8.0" 16.0 16.0" B:5" 4.O" 6.0" IS-S"10.0" 5.0" 4.0" 7.0" TV N OR EQUAL TO SHUTTER SPAN. W
_..._.. .__.. .. .._ __-_.__...... .._ _____._. .0000
62 16.0"11.0" 5.0" 7.7 16.0"12.5" 6.5" 3.5" 5.0" 10.0"10.0" 5.0" 4.0 7.7 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. - r 3 0
•� 70 9.0 4.5" 6.7 16.0"10.5" 5.5 3.0" 4.0" 8.011 10.0" 5.0" 4.0" 7.0"
100 10.0" 7.0" 10.0" S.d' 4.0 7.0`' 10.0" 5.0" 4.0" 710" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE g
BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER g
1/4"ALL-POINTS SOLtD-SET - _- 3"MIN EDGE' DISTANCE --- -- - ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE
ANCHOR W/7/8'EMBED 6 Cl C2 C3 U CS C1 Q C3 U CS Cf C2 C3 U C5 CONNECTTIION TYPE.SEE CONNECTION DETAILS FOR.IDENTIFICATION
OF �
I/4-20 SS MACHINE SCREW _43 16:0 16.a 16:a'16.0.16.0` 16.0 16.0 11.5 18.0 16.0 18.0 11.0 7.0"�12.e
.(3000Pa1MIN CONC) -53 16.0"16.0"130516.016.17'18.014.0" 8.5' 13.5"16.0"16.0B.55.5" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE
16.0"16.0"16.0"11.0" 7.0" 11.7 16.0"16.7 8.5" 5.5" 12.0" ONLY.
70 16.0"159.0" 14.0"16.0"16.7 9.0" 6.0" 10.7 13.17'16.7 8.5" 5.5" 12.76. THE CONTRACTOR[S RESPON510LE TO ENSURE THE ANCHORS ARE INSTALLED
100 16.0' B.55.5" 9.5" 12.0"1&O" 8.5" 5.5" 9.5" 12.0"16.0" 8.5" 5.5" 9.512.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT
2-5/8'MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
1/4'POWERS SS DROP-IN - -i------- -- --� - FINISHES.
W/1/4.20 SS BOLT AND Gl C2 O U CS CI Q C3 U CS C3 Q C3 U CS -"" �p
1'EMBED(30DOpsl MIN 43 16.0"16.0"14.0 16.0 16.0 16.0 14.0 8.0 12.5 16.0 14.7 7.5 5.0 8.0 31,5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS n o
CONC) -53 16.0 16.09.5 14.0'16.7 16.0" 9-51 6.o" 10.0 16.0"11.5" 6_7 4:0" 7.0" 0.0" VARY.FIELD
NVERIFY PLYWOOD.FASTENERS
TO PLYYWOOD LSUACCEPTABLE ON Y FOR
p�--� 62 16.0'12.5' 7.5' 12.0"18.0 14.5 7.5 S.O. 8.5 11.5"11.5 6.017 40" 7.0" 6.0" SIDE CLOBURE PIECES. °g
•FS+--�• 70 16.7 10.0"16. 10.5"16.0"12.0" 6.0" 4.0" 7.5" 9.0" 11.5" 6.0 4.7 7.0" 8.0" a a 111q
IOD 11.5" 6.0-14.0-17.0" 8.0' 11.5'• 6.0 4.0" 7.0 8.0" 11.5" 6.0 4.0" 7.0" 8.0" S. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER
3-1/2'MIN EDGE DISTANCE - SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN.)WOOD STUD.3 4' 1
1/4"POWERS 55 DROP-IN --- --- Ii
--�-.- - -� - -- - EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL
W/1/4-20 SS BOLT AND Cl c2 C3 U CS Cl Q C3 U CS C! Q Q U1-6- HAVE PHILLIPS PAN HEAD OR HEX HEAD. g
g 1"EMBED(3000ptl MIN 14316.0"16.0"15.0"16.0"16.0"1&014.59.013.518.0IS:d7.55.0" 9-0" 12.0" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS INCONIC) 6:7 16.0"30_5"15.0"1.6.0"16.7 10.0 6 5_ 10.516 0"12.0" 6 0 6.0" 7 S'_8.5" BASE ANCHOR AND MAY HAVE EITHER A PAN FfEAD,TRUSS HEAD,O0.WAFER6.0"13.0 !.012.8"16.0"15.0"8.0" S 0 9 0" 12 0 11.0"6 0 4.0" 7 5 8.5" HEAD(SIDEWALK BOLT),U.O.N.
.0"10.5' 7.011.016.7 12.5" 6.5" 4.5 8.09.5 R.0" 6 0 4.0" 7 5" 8.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
2.0" 6.0" 1.0 7.5 8.5" 12.0" 6.0" 4.0" 7.5 8.5 12.7 8.0" 4.0 7.5" 8.5"
_ _ 2'MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW,
- - i_- � -- - - -- - - --'' - - --- NUT OR WASHER WLNGNUT.
xl2 SMS w/Y EYEWALL Cl Ci-1-63 C4 CS Cl Q C3 U C5 Cl Q C3 U CS mPtmBRUHtL63aA'moPE
ARMOR INSERT W/2"EMBED 43 116.0"116.0111.5-11.5"14.0"16_0"160"16.0:' 7_5""_10_0_'16_0 16.7 9.0" 4.5" 6.5" 13•S' 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15-2339
(2000p41 MIN CONIC) _53._16_7 16.0" 8.5 11 0"16:0"16 7 li_S' S.S" 8.0" 16.0"14.0" 7.0" 3.S" S.S' 10.0"
61 16.7 15.0" 7.0 9 5" 16.7 16 0" 9.0' 4.5" 6.5" 14.0"14.7 7.D" 3.5' S.5" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO 9CAU b - -
DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL PAGE DOW/IIOIst
70 16.7 12.0" 6.0 B.0" 6.0" 10.5"14.0" 7.0" 3.S" 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK
v 100 14.7 7.0" 3.5" 5.5",10:0"14.0" 7.0" 3.5" 5.5" 10.7 14.7 7.0" 3.5"- 5.5" 10.7
1125MS W/2.75'EYEWALL 43_16_0 16.0 16.0 160"16.0 160 16.0 10.0 1�.0 16:0 18.011.5 6.0 9.5" 16.0"
ARMOR INSERT W/2.5 53 16_0"16:0"12.0"16.0"16.7 16.7 15.7 7.5" 11.0 16.0`'16.0" 9.0" 5.0" ()" 13:7
EMBED(2000ptl MIN CONIC) -62 16.0"16.0`' 9.5 13.5"16.0 16_0"11.5 6.5" 99' 16_0"16.0" 9.0" 5.0" 8.0" 13_0"
70 16.0"16.0' 8.0 31.5"16.7 16.0" 9.5 S.5" 8.5" 140"16.0" 9.0" S.0" 8.0" 13.0"
100 15.0" 9.0" S.0" 8.0`' 13.7 36.0" 9.0" 5.0" 8.0" 13.0"16.0`' 9.0" 5.0" 8.0' 13.0"
199 �.
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CONN TYPE CONN TYPE CONNTYPE Tol: CONN TYPE CONN TYPE
1 C4 I CS1
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FRANK L
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK +,,III,II fPEOWM9"""°°°E
2'MW EDGE DISTANCE _ - ... .
r Span Uo To 6'4" Soslu Uo To 8'•3" Spans Up To 12'•0' SIC
'S LOAD CONN TYPE CONN TYPE CONN TYPE
r �;
ANCHOR (P� CI C2 C3 C1 CS Cl C2 C3 U C5 Cl C2 C3 C4 I C5 _* NO PEO04654
*12 SMS W/2'EYEWALL 43 16.0"18.0" 7.5" M;�
16.0"15.5 6.5" 1S.S' 8.5" 4.5' 4.0" 7.0" _ -
}}}ccc ARMOR INSERT W/1-1/4' S3 16.0"SO.S' S.0" 18.0" 1.0" 6." 3. . . . . 0EMBED 61 14.0" 7.5" 4.019.5' 9.0" 4.S' 4.07.0" 7.03.5" 3.5" 5.0" Ot= 70 115" 60" 83" 2.5" 75" 35 35" 55- 70" 75 35" 50" �.n••. STATE 0 w 6100 7.0" 3.55.0" 7.0" 3.5" 3.5" 5.0" 7.0" 3.5" 3.5" 5.0 �i�� 'F.I ORIDA,.. J
ANCHOR SCHEDULE: WOOD (G=0.55) ��NAL EN 'I
3/4'
'I�1I11I1+++� ¢Q
3/4'MIN EDGE DISTANCE n w d W
Spans Up To 6'-0" Spans Up To B'-3" Spans Up To 12'-0" 7�`v� Dig a m =o
rx ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE Z^ 4y g
_ (Ps0 Cl C2 C3 C4 CS C3 C2 C3 C4 CS Cl C2 C3 U CS W W 0 wx i
1/4'LAG SCREW WITH 1-3/4 43 16.0"18.0"11.5 12.5'16.0'16.0"16.0" 7.5 9.0" 16.0"16.0"14.5" 4.5 6.0" 16.0'
MIN THREAD PENETRATION 53 16.0"16.d' B.5 10.0"16.0"16.0'18.0" 6.0" 7.0' 16.0"16.d'11.5 4.0" 5.0" 16.0' UI w
_62 16 0 16 0" 7 0 8 5 16 0 16 0 14.5 5 0 8.0" i6.Q"16.0 II.S. 4 0"S.0" 16.d' Q W
70_ 16_0"J6.11" 6 0- 7.5" 16.W'16.0"12.5 4k 5.5" 16.0"16.0"11 5" 4.0 5.0" 16.0" ,y
100 16.0"11.5" 1.0" 5.0' 16.0"16.0"
111.5" 1.0" 5.0" 16.0'16.0"11.5" 4.0" 5.0' 16.0"
7/16"WOOD BUSHING WITH 43 16.0'16.0" 8_0" 10.0"18.0"15.5" 8.5" 4.5 7.0" IS.V B.S' 4.5' 1.5" 7.0"
0 1.13"MIN EMBED l 1/4-20 53 16.0"30.5 5.5" 8.0" 16.0"11.0" 6.0" 3.5 5.5" 11.0' 7.0" 7.5" 4.0" 5.0"
Ij 55 MACHINE SCREW 62_14.0' 8.0' 4.5' 6.5 34.5" 9.M 4.5" 3.0" 4.5 7.0" 7.0' 3.5" 4.0" 5.0"
o "� _70 12.0" 6.0" 7.5" _S.S' 12:5 7.5 3:5" 4.0 5.5". 7.0" 3-" _4.0" 5.0"
g 100 7.0" 3.5" 4.0" 5.0 7.0 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" S.
3 #14 SMS OR f 11 WOOD 43.H16O.
16.0'12_5 1�_5"16.0"18.0"16.0" 8.0" 10.0"16.0"16.0"I1.5" 5.0" 7.0" 16.0" O1 Y
A SCREW WITH 1-3/4'MIN 53_ 18 0" 9 0 11 5"16 0 16 015.0 6 0 6.0" 16.0"16.0 9 5 �.d' _55113.d'THREAD PENETRATION 62 _ 9 5' 16 0 36 0" . . 16.0"36.0 9 S' 4.0' S.5" 13.0"70 16.0" 6.5 8.5 16.0 16.d10.0" 4.5" 6.0' 14.d'16.0 9.5 4.0" 5.5 13.0"1009.5" 4.0" 5.5"113.0"16.0" 18.0" 9.5 4.0" 5.5 13.d' Psss�o 'Qa
ANCHOR SCHEDULE: WOOD (G=0.42) O Z$
3/4'MIN EDGE DISTANCE @ C
__.___._..________...._.._._ __.�.______.____._
G Scans UD To 6'-0" Scans UO To B'-3" Stuns Up To 12'-0" ,,� C
LOAD CONN TYPE CONN TYPE CONN TYPE E S
s H ANCHOR (Pdn C1 C2 C3 U CS CI C2 C3 C4 CS C1 C2 I C3 I C4 CS $
1/4"LAG SCREW WITH 1-3/4 43 16.0"16.0"19.0.1 10.0 16.0'16.0"16.0" 5.5" 7.0" 16.0"16.0" 9.5 3.5 4.5 15.0" P
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"
^ 62 16.0"16.0" 5,5" 6.5- 16.0"16.0" 9.5' 3.5 5.0" 15.0'15.0' 7.5 3.0" 4.0"111.0"
x e - �_._. _ 1•�1
70 16.0"17.5.4.5" 6.0" 16.0"16.d' 8.0" 3.0- 4.0- 11.5"15.0" 7.5 3.0" 4.0" ll.d' flL1_a/WI,
8 _ -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"
f14 SMS OR f14 WOOD _43 16.0"16.0 8.5"_10.5 16.0"16.0"12.5"I 5.5" 7.0" 16.0"13.6" 6.5 3.5 5.0" 10.5
SCREW WITH 1-3/4"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"
3 THREAD
PENETRATION
62 16.0"11.5 5.0" 7.0" 16.0"13.0" 6.5' 3.5 5.0" 10.5 10.5" 5.5 2.5 4.0" 7.5
a @tpOpp0o01ffi0 70 16.0" 9.5 ,4S" 6.0 16:0"11.0" 5.5" 3.0" �_0"_6.0 10_5" S.S, 2.5" ^0"_7..
{ 100 10.5" 5.5" 2.5" 4.0" 7.5" 10.5" S.S" 2.5" 4.0" 7.S" 10.5' S. 2.5 4.0" 7.S' a +�
ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK a a a
4'MIN EDGE DISTANCE _
Smns Uo To 6_0" 54ens Uo To 8'-3" Soars Uo To 12'-0' S�y
r LOAD CONNTYPE CONN TYPE CONNTYPE IE$ EEB
ANCHOR (Ps0 C1 C2 C3 C4 CS C1 I C2 I C3 I C4 CS C1 C2 C3 I C4 I C5 QQ
5/16'ITW TAPCON XL W/ 43 16.0"16.0"16.0'16.0"16.0"16.0'114.0"113.0"16.0"16.0"16.0'15.0" 9.0" 14.0"36.d' a�@
2.1/4'MIN.EMBED 53_16.0"16.d'16.0"1_6.d'16.0'16.d'16.d'11.0"16.0"16.0"16.d'12.0" 7._5_ l2A"16A" t
62 360 160 11.0"16.0 160 160"15.0 90 140 160 L60 120 75' 120' 160" g ''
70 16.0"16 0'11.5"16.0"160"16.0"12.5" 6.0- 12.5 16 0 16 O'T12 0" 7.5F ;12.0-17.5-
12.0"+16
_100 18 0 12 0.1 7.5" 12.0"16.0'I60*12.0" 7 5 12.d'16 0 16 0"12 0" 7.5" 12 0"
5/16'ELCO ULTRACON W/ 43 16.0 16.0"i 10.5""14.0"16 0 16 D 10.5 B 5 9.5 16 0 11.0 5 5' 6 5 19.0-1
WP4aNR iR44(LsBEVAW►.E
2-I/4'MIN.EMBED 53 16.0"13.5" 7.5" 11.1)"116.0-14.0"j 7.5 I3.5 9.0 6.5'
0m 62 16.0" 11.0" 59.0" " 6.5 15-2339
15.0" 8.0"i 5.0"T8_a_115.5 9.5" .% 5.5" 7.0" 9.0" 6.SaClllltO�_ 5 9•• 6 59.0 � 5.5 6.5" 9.0 6.5" PAOa DEsamnONS
L7$ 2"MIN EDGE DISTANCE -
C1 C2 C3 C4 CS CI C2 C3 U CS CS C2 C3 C4_ CS ar
f 12 SMS W/2"EYEWALL 43 160 116.0" 95" 11.5"160' 160"14.0 60" 8.0" 16.0"11.5" 7.5" 7.5" 55" 11.5 �9
ARMOR INSERT W/2"EMBED_53 16.0"16.0" 7.0" 9.0 16.0"16.0" 9.5 4.5 6.5 16.0"11.5" 6.0" 3.0" 4.5" 8.5"
62 16.0"13.0" 5.S' 7.5 16.0'14.5" 7.5" 3.5" 5.5" 12.0"11.5" ANCHOR NOTES:SEE SHEET
70 16.0 10.5 5.0 6.5 16.0 12.5" 6.5" 3.0" 1.5 9.0" 11.5" 6.0 3.0" 4.5" 8.5'
�� 100 11.5" 6.0" 3.0" 4.5" 8.5 11.5" 6.0" 3.0" 4.5 8.5" 11.5 6.0" 3.0" 4.5 8.5 9 FOR ANCHOR NOTES.