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Product Approval Menu>Product orApplication Search>Application List>Application Detail
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
ci
Authorized Signature Frank Bennardo'
frank@engineeringe�ipress.com
Technical Representative Th.dfh6s56-Jdh`hston
Address/Phone/Email 4004e9t-McNab Rd.
Ft:=zLauderdale, FL 333,09
(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 the Frank L. Bennardo, P.E.
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, RE.
Validation Checklist- Hardcopy Received
Certificate of Independence FL13757 R6 COI Indepl.pdf
FL13757 R6 COI Indep3,pdf
FL13757 R6 COI Indep3.pdf
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
hftps://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKqqkMAsTBN9A%3d%3d 1/2
7/3/2018 Florida Building Code Online
Certified By Florida Licensed Professional Engineer or Architect
FL13757 R6 Equly Equivl•pd
FL13757 R6 Eq lu'v Eqiu v2•pdf
FL13757 R6 Equiv Equiv1p_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---J ascription '
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 II Dwgl.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 i
Other:See installation drawings for allowable span/pressure FL13757 R6 AE Evall.pdf
combinations and additional limitations of use. Created by Independent Third Party:Yes
13757.2 _ LL 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13757 R6 II Dwg2.pdf i
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 R6 AE Eval2.pdf `
combinations and additional limitations of use. Created by Independent Third Party:Yes
13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E"
j for use with essential facilities and wind zone 4 applications.
Limits of Use Installation Instructions j
Approved for use in HVHZ: No FL13757 R6 II Dwg3.pdf i
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 AE Eval3.pdf <
anchorage,etc. Created by Independent Third Party: Yes
I
Back tYext
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.::PrivacyStatement::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:
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Credit Cara
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Safe
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbmRcEiVwSME9kgduPjgrWwKqqkMAsTBN9A%3d%3d 2/2
6.8 STREAMLINE SHUTTER FPE000G5BggNN�RDO,R�
GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ `�� ."O 9
i
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING =*� No PE004554
u CODE SIXTH EDITION(( 017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE
ZONE,AND THE INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH - b
THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN o v
ASTh1 E1995-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. O' STATE OF a =
BECKON
2. POSITIVE AND NcGATIVc DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE r F<ogloa..•' w 8o
L T[RSdI:"dED PcR.cEPP.PA?E EHGiNE_FING IN A.CCORDANCE'.'r'TH HE GOVERNING CODE.PRESSURE _ _ _ _ �� SS 81�+,I q m
REQUIREMEI S AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE - C �FI+L! ou LL A .9
FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN
��h I� I � W oN=
PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. Za K>-� i5
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201j202 203 AND ASTM E1886 E199b/E330.
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM T�STED PRESSURES DIVIDED BY A 1.5 F3EL9<9 .6
SAFETY FACTOR. Z W a„9
S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND IJJ ooN _
ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL ''
CRITER�IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. PLAN VIEW w3 B
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND Vl�dx v
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. a o w v
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE uai o e G
DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR W s
WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 t4
SHALL BE USED. =a
8 .THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC
SITE. V,
9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL 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 AM&
w Y
61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. 8
10, THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE ¢�
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR ~a QQ
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM rn rn� m
THE STRUCTURAL SUBSTRATES DETAILED HEREIN.
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL _ °C
DOCUMENTS. _m<
12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE PROTECTION BOTTOM =
OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGTNED DATED AND i9 s
SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE TRACK E
DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS HER APPROVAL LOCKING MECHANISM,SEE c w
13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS a s
INFORMATION: TOWN&COUNTRY INDUSTRIES a g
8 FORT LAUDERDALE FL TYPICAL ACCORDION
MISSILE LEVEL D-ASTM E1886,E1996&E330 � SHUTTER ELEVATION
TAS 201 202&203 �$o
b FLORIDA PRODUCE APPROVAL NUMBERTABLE 2• 1 N.T.S. � EXTERIOR EV
14. ALLK.SEXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25
15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS
MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052
ALUM.ALLOY.
16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL
BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES a $
S 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. n�
18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER @ e3
19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 30". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS a st $
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 5 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE 8
21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE c I
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" 1-518" 2-W
TABLE 1' 99" 3-10 1-7/8' 35/8° 1-7/8• �gi
TABLE 1 NOTES: 120" 4-1/8' 2' 4-1/4' 2" e g <
ACCORDION SHUTTER 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-718' 2°
SHUTTER SPAN SCHEDULE'ABOVE ARE i
> MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: '¢
SPAN SCHEDULE 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA.
AT EACH RESPECTIVE SHUTTER SPAN.
POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER 2. NDW-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY 0Fffl=RFRkhKLN319=PF
FCORI6/l- 15-2339 �
SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND
BETWEEN THOSE INDICATED ABOVE,THE QQ ews�
SPAN PRESSURE PRESSURE MINES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A PACE GAN.
DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30".
PSF (PSFI SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL
72' 1D0 100 HAVE ABOVE GRADE.//8'MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>3D' cr
.99" 70 70 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. �7 i
Q 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM �ul
g$ 144" 43 40 E1996-09.
PROJECTION VARIES _ `` FRANK 04665499NNAa>p`p:E..•
K L.
}0.115"2.e74^ 4.e74•MAX. �P� "' "'s•
$ 0.125° 0.062•------{{��}}--�--------}}}}}}0.450° N 0.080• =*.• °PE0�654 O_
_
0 1.708" 0.100,
1.830" 0,062"
N 1.708' 0.100" "� ro.080, _ 0.063° -p'• 1}
r0.096' I 0.195" � N
-_ 0.195' * I 1.-._1._ 0.060' 0.070"' r�i 0.060 ry 2.820"-.._� �•'. STATE OF z °0•I. z
.r 0.125" I 0.630 ---� O.E30" 0.062" C
w m 8 a
0.G30" �� - 1.993'_._{- -i-0'
X0.062" -0.067• ^ M-_`-� / .
I y `i'l=
FWWK L 0NARDO,P.E.
1.950" \\`\Y1U1I1111,// 0PED046549
T{}0.125° 0.610° STAINLESS STEEL •280- f 14
. NYLON WASHER OR Q P�K LI -
ASSEMBLY ALUMINUM .•
0.320'0 HOLE w 0. 50° 0.357° NQ �, _•
v O z N
*10 x 2-314"410 HT S.S, 0.276"
0 0.680 I�
NYLON „"U v y 40 ._INSERTS SCREW W/TC ULTRACOTE �' 0.591° -'�
0 OS "Na'HEcL o 0.120"c =
I INTO COATING m
0.240" r TRACK (TYP TOP&BOTTOM) 0.062" Ifi••. Slq. r/.rr °y
NYLON BUSHING W/WASHER: lS' OR M Ic
MAX. -- TYP.AT CVEW,'OTHLr, , 0.750" _L--_ i /n !DA ' l
-� 0.870" -- 711E'^�x 1/2"@ INTER;Ur)0?YTOr" 44r i _3INSIDE JOIN T AT TOP. + 0.154" 0,137' •;hA G\lJ `,1(� itI7j16°0 x 1"@ 1PITERIOR lOiNT Fi[4TIOM � L tNW Oo j, a
CYLINDER-SOLID D BRASS,NICK'cL PLAT oD EITHER CAN BE USED ON EXIECTOR i' I i I I I 11111
109 RA
ANGLE HOUSING-ZINC DIGlS(,POWDER COATED
22 ROLLER ASSEMBLY Q BUSHING ASSEMBLY DETAIL O BOX CENTER. INSS=R1 In aa¢u��
SCALE HALF SIZE 24 f;
SCALE:HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE $g�z
OR KEY/THUMB TURN OPERATED INSIDE. SC AL E:.HALF SIZE SCALE.HALF SIZE Zk
(120,.250" 23 BRASS PUSH LOCK WW $mow-1®yppZ�
SCALE.HALF SIZE yQS=G
80.155" 1.978" o ID w w
RO.500" 4•�" 0.236° 1.742' 0.286" 1.603' 0.267" ~
0.500" 1.710" 1.224"
0.623°
N ° 0.790" 0.090° 0.319" 0.531' - 0.531° m 4n
m 0.064' no 0.2 c
2.250"� �^ 0.09 m �• _ r`
'a 0.250" o o m `26' 0.607"71 1 IT 0.607° m tl-71
{ A
0.116' 4�0.224' 0.239" N Pn in n N I_ ry K
0.060" 0.496° 0.240" �� Li n m
2.750'-----4 2.000" =C t O q
1.758'
ORAINGUARD O DECORATIVE FLOOR TRACK 1
27 28 3.476"
SCALE.HALF SIZE SCALE.HALF SIZE 0.160' _I 0.222•t{- 0.240 uw�
1.001 0.062" 0.062" 0.0620.176° c a
30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER
SCALE HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE � u1 0
$ E �
�o.D6z• � 5
} 5.500"x 13/16°WIDE �0'4�"
®A 167° 7/16'0 STAINLESS
STEEL NUT
{- 30 v
a utTI
6 0.125' C:D v ,4 oa 0 0.438"
0. " 5/16-18x1 MACHINE SCREW
°
�- 5/16"0 INTERNAL STAINLESS STEEL a a' 0.121°
X4.500" 1}0.689" POWDER COATED,ZINC DIE-CAST THREAD
- SECTION A HEAD STYLE VARIES
DELTA MODEL 2022 3g T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW
INDUSTRIAL SYSTEMS (OPTIONAL) SCALE:FULL SIZE SCALE:FULL SIZE m S2
O 0 0.254" 400 40b 40c
35 BOX LOCK SCALE:HALF SIZE 0.319
SCALE:HALF SIZE 1- END STRIP 1" s! �1
t -2.000"--t 2" & 3" EXT
� �ro.lzs^ 14
}-1.625"-} }-1.500"� SCALE: HALF SIZE
0.050" I 0.093" 0.125°
0.121. c �4
> a 0.085" `oo R
o 0 0.125" s PP
0.250" g ry 0.085° ri 0.093'
15-2339
N
•ab 1 �..... -
rActe oesclavno4u
7.000"
O2X7 ANGLE 20 ALT. 1" END STRIP 21 1.5°x3"-0.093" ANGLE 25 2"x3"x0.125" ANGLE X19
39 SCALE.HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE
SCALE HALF SIZE
- _ 1 EAANI(.L BENN .P.E.
ANY ANCHOR PER ANCHOR EDGE DIST' \ /�+
SCHEDULE 18"O.C. EXISTING DIST. '••1
GLAZING r -- -
I SEE END FOIZ��(1,�Q���. .•O
SCHEDULEE FORN1w4 No E004
.( ALl;.ANGLE EMBED SPAf:WfiCX I�SI{gG: x -
5 a LEG DLRECTrON - `K _� [WI
,q0a,4Ob bR.�OC, rn
EMBPD.l (INTERIOR) II _ _O{`�p; •-� 1/4" R 6.8 START -p u p aH
17 ' VIAI TF!2;OR 25�'Q O ut.p
MIN.0.062"THICK 6067-T6 ALUM. 1 I _1N.
6 l l ANNIANGLE 1'x 1" Y B R 2'x 5"MAX. L f S/
EDG� . .�— (,�a�' (ANGLE LEG MAY BE REVERSED)
DIST. _____ -_ - �,-- --_ / ^ / ANY ANCHOR PER ANCHOR 1 ``� 1 Ji -- (2) lnxt SICREVIE To SR TRACK W/ /! 11�rl a a�f
67— — -- -- -- _ f SCHEDULE @ 18"D.C. CORNER,TOP&BOTTOM;AND I11 u7 g k t7
13 13 13.J y' It� ATTACH TO 6.8 STARTER W1 u y� O t m
I 13 X12 x 1/2°GALVANIZED OR 5.5.SMS, #12 x 1/2"GALVANIZED OR �^
30 �_ S.S.SMS,3/16°0 ALUM.POP z N 9
6.80"(TYP.) 3/160 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE t�'R W Z
USE(1)BRASS PUSH LOCK Olt(1) MACHINE BOLT&NUT @1B"o.C. ALTERNATE END STRIP DETAIL BOLT�NUT@18"D.C. 3rL
(EXTERIOR) 5116-18�UMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE Ul Q w
INSERT 3 AT 1/3 SPAN TO 2/3 SPAN SCALE 3"=V-0" ANY TRACK WJ
TYPICAL PLAN VIEW FROM BOTTOM OF SHUTTER.RECENING SCREW BOSSES. b W w
END STRIP SCHEDULE "y
n HOLE SHALL BE 3/8"MAX WIDTH,UP TO -
SCALE 3"=1'-0" 1'HEIGHT. F SPAN
1•B/O(2.77 62 108-
72 100'
USE(1)BRASS PUSH LOCK eD 82 94
OR(1)5/16-18 THUMB 112
LOCKING DETAILS FOR 807
132 7S
SCREW I O THREADED 2"B/O(3.7-) 82 �" SEE END STRIP
INSERT 37 AT 1/3 SPAN CENTER MATES 72 68"
TO 2/3 AN FROM D " SCHEDULE FOR MAX. W} �
BOTTOM OF SHUTTER SHOWN ON RANDOM „,� SPAN WHEN USING
RECEIVING HOLE SHALL BE 30 DETAILS 3.8/0(4.7-) 82 88" aW K�
3/8"MAX WIDTH,UP TO 13 10 72 79" FBI. 20,40a,40b OR 40C, ~a o
e -HEIGHT 30 I- rn m
7 a 1/4-
1' I OR 6.8 STARTER y m
ALT.1'BtO 82 110" 3„y MAX.I WITH 21 OR 25. c a 0 M
0a to
3S 82 95' PI I _z DO 8 am¢
zD 112 81" 40 40 USE APPROPRIATE
2 76, `� STARTER STRIP TO
1.5'x3' 46 3" 40 20 PRJADE CLOSURE
13 x0.093' 52 87- FOP.
60 81, BUILDING CONDITIONS. E j
23 71 78 FASTEN STARTER STRIP o g
INSIDE O 70 75" ZE g
8 (INSIDE)
7 7 TO TRACK W/(2)4410x1" y
2'x3• 45 139' SCREWS AT CORNER,TOP !4
&BOTTOM. 3S
x0.125 82 129 ALTERNATE END STRIP DETAIL +o
L 57 80 12 SCALE 3"=1'-U'• ANY TRACK W/SCREW
a a m 2s 64 116" BOSSES.
a 70 111"
^G I z a¢ 73 109"
W €Na
p
SILL W FOR GREATER SPANS OR LOADS TNAN
SHD'S IN END STRIP SC.090.C END
0 MID SP REQUIRE A%'*
HOR.CUPANGLE
` ?
!n ANCHOR USING SCHEDULE
ANCHORON THE EXISTING GLASS' G
Z ANCHOR SCHEDULE R TTO END
S pp
v 13 SCREW OR 1/4-z0 BOLTTO END STRIP.41
6
30 'A zd n USE(t)BRASS PUSH LOCK
USE 111 BRASS PUSH LOCK N-�+ (INSIDE) 1
$ g OR 111 5/16-18 THUMB 13 Jam OR 111 5/16-18 THUMB
If 11 SCREW ,0O THREADED 30 Baa SCREW I O THREADED g
m I'I�" •—.—II' INSERT 7 AT 1/3 SPAN z a INSERT 37 AT 1/3 SPAN SILL --
TO 2/3 AN FROM 1
TO 2/3 S AN FROM (OUTSIDE)
! BOTTOM OF SHUTTER. �,n'�' BOTTOM OF SHUTTER gg
RECEIVING HOLE SHALL BE a
3/8"MAX WIDTH,UP T ia.Igl�
1"HEIGHT. 23
TYPICAL OUTSIDE CORNER CLOSURE o
CC1 DETAILS WO/CORNER POST - -- -" ' ' - - ---' 35 zpwtiz � ��� �R
NTS 13
OmYRDRFIN IF OWDOPESILL 31 275 (OUTSIDE) - 15-2339
' USE(1)BOX LOCK AT 1/3 v..., -
SPAN TO 2/3 SPAN FROM FADE DESCRIVI'MNt
Nary BOTTOM OF SHUTTER
0 0TYPICAL INSIDE CORNER CLOSURE
DETAILS WO/CORNER POST �I, MULTIPLE SHUTTER ASSEMBLY
NTS Y w w SCALE 3"=V-0" d
Na
° I
- - - - FRANK L BENNAR00,P.E.
RIEFTYPE
ERENCECNNECTI ANCHOR EXISTING HOST tR4"P�fF//��/ Yt1
SCHEDULE FOR MAX STRUCTURE
SPACING
i Cl CONNECTION TYPE �` X. 1/4-20 MACHINE BOLT
\ \ REFERENCE ANCHOR 1/2"�_ W/NUT(1 12"0 C OR p p
/ \ SCHEDULE FOR MAX i� / w C SMS C.6"O C =X
/ SPACING — 1/2" (TYP.TOP&BOTTOM) SCI
ALUM. TUBE p�
2 FASTENERS 6063-TS ALLOY I 1� 9T0 In
EF.CH ANGLE -_ rSEE 16P FLP_ iv'. SIZ4 'O��'
�_� � __ loci✓ „� � �.; � s,�
1'x 2"x 1/8" T AL TEFi I:ATC THRU BOLT �i �.'
�I- 1.
l it - __
OR 2"x 2"x 1/8" --- `l Cl CONNECTION, TYPE 4 �1� 7la
ALUM.ANGLE REFERENCE ANCHOR IN GLASS
73 SCHEOULEFORMAX, p SEPARATION ¢C05 ca O
THREE 3/16"0 ALUM ° 1" I,I SPACING IL PER TABLE2 �7`� jQlZw 111 M"
POP RIVETS OR _ GLASS ILLr `1 m W W O' M z
Imo_ wwa¢ Lu
THREE x12 SMS,TYP 17 I' I OR DOOR ;n
3/16'm ALUM POP i) \\ `� ii S=�o:~ V)0:
17 @18TOC.N(TYP12 IISll.�-_..__ _�:/ �, A(TFq�� i ��� bW W
TABLE A(co) \,.. ./ Nq TE, 5 OR(66 OR w 1
PRESSURE VS ALLOWABLE LENGTH - r \�3 OfiTlfil\ t N
2'SQSt1II8• 3"c1�1v1g' MAY USE MALE OR _ v
PSF NOB/O No BI FEMALE LOCK-SLAT w 0 Gf
73 ALTERNATE THRU BOLT I 1/4"MAX.FROM PIN m
62 130' lee" C5 CONNECTION TYPE
(� TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR Cl CONNECTION TYPE GUIDE TO BUSHING
72 re
124" 179" CC3 REFERENCE ANCHOR --i' WASHER(TYP 1 tow E
SCHEDULE FOR MAX .4 Ti
82 119" 172" NTS SCHEDULE FOR MAX } y ,,,,,�.� 19 w o 5
92 114" 165, SPACING - a
.;)�/ 14x3/4"SMS La)7"0 C F c
g 1W 110" 160" I / ANGLE TO TUBE CONNECTION N m
C_ "o104" 14T �•E n O t'1
150 9T 131' TABLE B(m) EXISTING HOST- EMBED. I 6063�T6 ALUM -Ut)E m�tp
200 88' 114' PRESSURE VS ALLOWABLE LENGTH STRUCTURE .m c 6
E 2"x2'yt3(8 3'Sd•Sci//88'' EDGE DISTANCE REFERENCE TION ANCHOpE u
R g
PSF WITW WITH B(O SCHEDULE FOR MAX
4$ SPACING
t� 62 113" 166' E
" 72 107, 157" FASTENER(al 18"0 C. Cb ALTERNATE BUILD OUT MOUNT SECTION o g
m (USE ANY ANCHOR SHOWN a
IN ANCHOR SCHEDULER
82 101' 19T AL '=1'-0" m
92 95" 139'
- 102 g0" 13Y
0
S 120 B3" 122'
a 150 74" 109" w
r
4' 2 x 2 x _ r _00
3/16.RIVET OR N12 SMS 090"6063-T6 PVN GLASS 73 � w w
(al 18"0 C. OR 1/4-20 17 ALUM TUBE TYP. N o u EPARATION = Z N J a a b
NUT&BOLT(TYP) ¢rte PER TABLE N o
3/16"0 ALUM POP ¢m
ALUM. TUBE RIVET OR#12 5M5 far GLASS 2
g 6063-T6 ALLOY (a1 18"O.C.(TYP.) ;awn n OR DOOR p a¢ B 19
SEE TABLE B FOR SIZE. 2"x 5"x 7/8" u'A O �
2 FASTENERS x CONTINUOUS iii
R 1"x 2"x 093"6063-T6 EACH ANGLE ALUMINUM ANGLE SSB 9
ALUM.ANGLE,TYP. THREE 3/16"0 ALUM. OPTIONAL ANGLE INSIDE 3 16
ORIENTATION TYP
o POP RIVETS OR 17 17 ED E 5
_ 17 THREE Sii2 SMS,TYP.
Ll��
1"x 2"x 1/8"
LE 4 CONNECTION TYPE
13 OR 2"x 2"x 1/8" DGE DIST
ALUM.ANGLE REFERENCE ANCHOR
SCHEDULE FOR MAX ri iS g �R
USE MALE OR FEMALE SPACING
C0P1AI01RFRkWLBLNRM00 PE
LOCK-SLAT
13 EXISTING CONCRETE,
13 BLOCK OR WOOD FRAMING 15-2339
(OUTSIDE) EE INSIDE SILL MOUNT SECTION PAMo�'
#12 x 1/2"GALVANIZED SCALE:3"-1'-0"
OR S S SMS,3/16"0 ALUM
CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET.OR 1/4-20 SIDE CLOSURE OPTIONS
NTS MACHINE BOLT& NUT SCALE 3"=1'-0"
a (al 18"0 C
FRANK L.BENNANDO P.E.
0'F�0465.9 J%•s
C5 CONNECTION TYPE -
REFERENCE ANCHOR EXISTING
p j SCHEDULE FOR MAX STRUCTURE ��
o O
SPACING--
GLASS
PACING — S"MAX •�
GLASS �"— 1/4-20 MACHINE B06�f�.-• •,Q
OP.DOOR °o a GLaSS r-- C7 CONNECTION TYPE
F- U y OR DOOR REFERENCE ANCHOR 19 W/NUT(al 12"0 C 0221<;� No
RGQW
H.0 F tiw>> SCHEDULE FOR MAX. ' S14 SMS W 6"0C.- _
Q Z- , m S O SPACING--___ -
13 xwa" MN 3 D=�=w -t )� 1/2- i-YP.TOP88GTT8t �
MIN I N N w GLA55 'ZZ U m 1/2" _ y 7• _
1/4"-20 THRU BOLT W/ GLASS X - Z Er=.RATII:ry ^� U 4 Ip,., `� z C'
FPARA TION ` I Q T-2IQ "1. x 1/2"SMS(c1 12..D L p RR � 1 r L O Z r w� :3 L - JI '� T�
L U(.r:hJ 1 T LD ..C i O R I P- `ppY ,:. P I _ I, ; •.
y12 t.1/2' SMS r 1 O C ;-,S ER N r. 0 3/1ti"0 A:-UM =0P 1 c,^LL 2 . .1'-'`------� :tQ '. < ry �3L11 PI a
TABLE2 p r R.bETS(c)6' 0 C OR 1/t"O ` �! '`j'S
OR;/16"T ALUM.POP _ Z o '11
RIVETS CD 6"O.0 E UJM POP RIVET 12'O C
R 1/4"0 A,UM POP P.IVETS J w c
(nl 12' 0 C E S / 17 AND 3 4'. 1/4"MAX FROM PIN MN CLASS �QQ
ASSEMBLY- - -';I K
1/4"MAX FROM PINSEPARa'tCry Q o �zo
�9 AND GUIDE TO BUSHING I s — 1/2"TYP GUIDE TO BUSHING Iy. =oma L r-
/ �U PER TABLE 3 z^ a
WASHER(-T YP.I �.ww _5 w
WASHER(TYP I r x w ON9„ w
ASSEMBLY I / L x Z u Ww •+
1/2"TYP EXISTING CONCRETE, m
GLASS ai r O V m O W�, _
/ E i -CU CONNECTION TYPE OR DOOR---r t�_ Q E9
a - ---- - BLOCK OR WOOD FRAMING / /. X z�Ei Sri d�t
_ EDGE REFERENCE ANCHOR V Q.:5 Z N w w
w / 4 CONNECTION TYPE DIST SCHEDULE FOR MAX. E °0. o w w
/ EDGE REFERENCE ANCHOR SPACING �Q� ND
/ DIST. SCHEDULE FOR MAX.
SPACING AS SHOWN
3 CONNECTION TYPE IN DIAGRAM ON PG.9 o vi 5 OR 6 OR rz
REFERENCE ANCHOR EXISTING CONCRETE, o �0 6
kW,
SCHEDULE FOR MAX BLOCK OR WOOD FRAMING w 1/4"MAX FROM PIN
SPACINGALT.FASTENER /2•LOCATION.FRONT ANO RIEEORENCEION TYPE
ANCHOR 1/ WADSHER(E TO BT ySP,INGOM BACK ANCHORS NOT REQD INSIDE MOUNT SECTION SCHEDUL1��^.wITH iH15 LOCATION 5 CONNECTION TYPE
PIN GUIDE TO SCALE.3 1'-0" SPACING BUSHING WASHER O INSIDE MOUNT SECTIONREFERENCE ANCHOR(TYP I SCALE:3 1'-0" SCHEDULE FOR MAXBLOCK OIR WOODSTING OFRAMITE EMBEDSPACING ?Ca BUILD OUT MOUNT SECTION s a
— TYP BOTTOM EXISTING CONCRETE, SCALE:3"=1'-0" eQ
BLOCK OR WOOD FRAMING c Ti
j
-2 NOTE:FOR DETAILS A.B.D,AND E ON THIS SHEET, EDGE DIST. EXISTING a v
4 CONNECTION TYPE STRUCTURE ?
THE BASE TRACK MAY BE INSTALLED IN SECTIONS EMBED
WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS o REFERENCE ANCHOR 5 CONNECTION TYPE r�
A MINIMUM OF TWO SETS OF ANCHORS AND IS m EO E SCHEDULE FOR MAX. REFERENCE ANCHOR o
R MINIMUM OF 12"LONG THE SILL OR CEILING TRACK W SPACING SCHEDULE FOR MAX ® t
h USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 E.
SPACING
ry OVER THE GAPS BETWEEN SECTIONS. /;\.,RO
6 1/2" lal''
w
o
GLASS w r w w O
OR DOOR MIN H O 0 o: ^..�
w ill
R12x 1/2"SMS 12•• GLASS 13 Nw Wwr a s
g - Cm EPARATIO x
Yi 0' O.0 OR 3/16"0 ALUM, PER N ="m
mow» POP RIVETS(al 6"O.0 TABLE owQGLASS
13
r m x O w OR 1/4"9 ALUM POP X M Q~ DOOR OR MN GLPA A =F Z m 0
MIN GLASS 73 m RIVETS(ul 12"O C F N PER TABLE 2 X Z O
M H
m SEPARATION UO Vl_ Q <-=<
PER TABLE2 Qw�Q~ O7 AND OB Fw�N
1/4-20 5 S MACHINEO 0. 1/4"MAX.FROM PIN E
SCREW&NUT(la F N ASSEMBLY 1/2„ 1/2" GUIDE TO BUSHING
12"O.0 Q TYP WASHER ITYP.I H e 661Ne
GLASS O m 1/4"MAX.FROM PIN ffi x
' OR DOOR Q 1/4"MAX.FROM PIN m 4 GUIDE T ,TYP I
X w 4 CONNECTION TYPE o 1/2"`O GUIDE TO BUSHING Jim
GUIDE TO BUSHING
^^E WASHER(TYP) EDGE REFERENCE ANCHOR
aS V: EXISTING CONCRETE, DIST. SCHEDULE FOR MAX WPItiIORRNN(L�lNIAOPE
x BLOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN 2 CONNECTION TYPE 15-2339
FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR
OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALM
"x 3"x 1/4"CONT. 3 CONNECTION TYPE #12 x 1/2"SMS @ 12" SCHEDULE FOR MAX SPACING PAGE DESCR1MONr
063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"9 ALUM. SPACING ALT FASTENER EXISTING CONCRETE,
LOCATION.FRONT AND
AY O REVERSED SPAC SCHEDULE FOR MAX. POP RIVETS(al 6"O C. BACK ANCHORS NOT REQ'D BLOCK OR WOOD FRAMING
5 SHOWN DASHED) OR 1/4"9 ALUM.POP WITH THIS LOCATION
Op WALL MOUNT SECTION RIVETS P 12"O C. E CEILING / INSIDE MOUNT SECTION WALL/BUILD OUT
SCALE:3"=1'-0" O SCALE 3"=1'-0" O SECTION
SCALE;3-=T-0"
.MIN GLASS
GLASS SEPARATION z
OR DOOR PER TABLE 2
w u GLASS OR `(- ••.•1.U••.
H u vl DOOR ••ti�
� GLASS OR Ti _, No P 00465q
DOOR MIN.GL ASS
�•" `n VI Vai pp II SEPARA TION =p (It
-I a=w MN GLASS 1ryI tl 1 La'�� PER TABLE 2 --�—� A U N
E L SEPARATION V�w1 H m Ir ST � ,HT
PER i4!:1..2 ` iwIs I L'. tl tOr l� ., •� ui0
U
i
T
1-J L .J 13 A `>or u�v i�ia�LLDo
Z Cl CONNECTION TYPE m Ga
E/4
AX.FROM PIN GUIDE 28 a R EFERENCE.ANCHOR -' z dnp zm
SHING WASHER(TYP.I a C WW O J d
/ ,n SCHEDULE FOR MAX .V-.� 9 a a w
a $z
I
TWO 1/1. H/DOD � _ 250"-+ SPACINGS�-�__ _ _ _ e Ln ?.u.`
S 0 3�
' LAG SCREWCal 24" �C4 CONNECTION TYPE .25 I W rizm
O C MAX WITH 2" REFERENCE ANCHOR / ii Ow ui
THREADED PENETRATION p SCHEDULE FOR MAX j - .x-10
"T"INTO CENTER OF 2X STUDS -
/m SPACING /L I-Ln M I 18b
EMB "T' 14 SMS Cul MIDSPAN BETWEEN /w O 18
IT
STUDS FOR TRACK TO 1"x 4" IST / �`
PLYWOOD& TUBE CONNECTION / EXISTING HOST STRUCTURE /
STUCCO FINISH 1••x 4•'x 125"
6063-T6 ALUM TUBE
THIS DETAIL TO BE USED WHEN STUD SPACING O DECORATIVE FLOOR TRACK DETAIL Op .WALL MOUNT SILL DETAIL wy
EXCEEDS THE MAX ALLOWABLE ANCHOR SPACING. SCALE 3"= 1•-0" SCALE.3'•=1'-0" F�$
OWALL MOUNT SECTION THIS DETAIL MAY
SCALE:3"=1'-0'• ALSO BE USED 0= Ocm'
AT TOP Z 6 W
$ ACCORDION SHUTTER
PER PRODUCT APPROVAL H o -GLASS
H I MN,GLASS OR DOOR r
SEPARATION 13 T o
N ° PER TABLE In EXISTING WOOD IG=042)
R APPLICABLE AT TOP z '
AND/OR BOTTOM Q a Z TRUSS OR RAFTER
n Xa a Cal 24"MAX O.C. 1-1/2'1-1/2"
f V
2'OR 3' E N EXISTING FINISH-----\ I I I
LL
MATERIAL
1/2"MIN. n 66 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/8•'6063-T6
2"x3"x Y.'x CONTINUOUS OR 2,175' O TO BUSHING WASHER ITYP)
ALUM ANGLE w/THREE d"S [
2"x 2"x)'s"x CONTINUOUS 1• 3 6 1/4"TILE(TYP 1 1/4•'0 WOOD LAG II w 33 888 6�
FINISH MATERIAL SCREWS WITH 2-3/4'• qq '�
6061-T6 ALUMINUM ANGLE MINIMUM THREADED II $6 6 G
3/4"PLYWOOD pENE7R "T"IN WOOD
0.9"MIN.THICK 6061-T6 ALUM TRACK X 1/4'•0 A325 GRADE THRU BOLT @ 7"O.C. EACH P.AFTER OF TRUSS 5 6 4
ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 S YI 53
m -�j % :` OR 5/16"0 A325 GRADE THRU BOLT(al 72"O L 24"O.C.MAX.WHERE
EXISTING 3 KSI CONCRETE MACHINE SCREWS AT 3"FROM ENDS GAL V.OR S S
ANGLE EXTENDS BEYOND
HOST STRUCTURE WITH AND 9"O.C.FOR THE BALANCE LAST TRUSS MORE THAN w S p
�_ 1/4"0 ELCO ULTRACON 70 CONCRETE/CMU
�/a'"0 ELCO ULTRACONS AT EXISTING CONCRETE HOST EM 0 5"0 C.W/1-1/4"MIN.EMB 6", EXTEND ANGLE TO
3'FROM ENDS AND 4"O.C. 2-1/2'MIN. STRUCTURE(3000 PSI MIN) O . , = O 0.55
R 1/4"0 LAG SCREW Cal 9"O.C.W/1-7/8" NEXT TRUSS. w w 7 hu
"
FOR BALANCE WITH 1�/�" MINEMBIN WOOD SGO 42 Tr x o'-
MIN EMBEDMENTAND 2�" MAX.DESIGN LOAD AT S'-0"MAX SPAN: EXISTING CONCRETE, iB
MIN EDGE DISTANCE, f 62 P.S.F. 73 x=Z
HOLLOW BLOCK OR / m
STAGGERED WITH 3"MIN. L'! a OYIAI}RfPNKLB9NImOPE
MAX.DESIGN LOAD AT 6'-0"MAX SPAN: WOOD FRAMING.SEE 2"x 5"x 1/8"CONT, X z o z r
SPACING,TYP. t 52 P.S.F. ANCHOR SCHED ALUM ANGLE 16063-T6) a o a 15-2339
O BUILDOUT MOUNT BASED U TYPE OF ` F _
.9 HO STRUCTURE 1 N pp �I
SCALE.NTS (MAX.DESIGN LOAD x 72 P S F)
PASS THRU DETAIL
Hb SCALE 3•'=1•-0' O TRUSS MOUNT SECTION 9�
SCALE:3"=1'-O" ^
EXISTING HOST ALT.LEG DIRECITON C NM00,P.E.
STRUCTURE 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN //j "'iZ
12"MIN FROM EDGE OF ACCORDION EMBED IN CONCRETE OR HOLLOW BLOCK,3•MINIMUM '•• ��i�
ROUND WINDOW
EDGE OF SHUTTERSHUTTER BLADES 1,'2' SPACING,AND 3'MINIMUM EDGE DISTANCE
TOP OR BOTTOM,- ( ASSEMBLY
/�/ (2)6063-T6 ALUMINUM
I ••-t _ ,i` ANGLES PER BEAM END,SIZE 0 6549 '•
1� G'.' __ u Y 1/2° PEP.SPAN TUBE SCHEDULE
Jif I EMBED. SPAN TUBE PER
7- '�ttt1
DESIGN SCHEDULE L� b V
ACCESS HOLE
EDGE OF ACCORDION
z 1/4 10 MACHINE BOLT W/NUi P �0,�'•• E FW m•
y--- i SHUTTER BIDES f u i L- _ 1'L°O.0 OR sln�.3.�5"ShiS G'0.C. ,{�� to pa
3.S"M(N, yn - -_--T. � �CC;SJ.� d"iiA m
}I i MAX.
TYPICAL I Ul �I
/
I I 1 II f5,;. !7A 1 q1 Wti•u
3"MIN `l L �> a:
i... roll
2.875"0 HOLE O RECEIVE / I I EDGE L I r F uaL Saa m �z
ROUND WINDOW ASSEMBLY)J DISTANCE MIN•GLASS I i 73 �Z�: ZX
MAXIMUM OF 3 WINDOWS I EXISTING i� SEPARARON JJJJ O? w
PER EVERY OTHER BLADE GSASS OR PFR TARI2- k w U WIy
DOOR__ ?u
ry _� LIGHT-N-VIEW WINDOW oWo EDGE f1/2•MAX �`a 00 u
N .T.S. EXTERIOR ELEV ko DISTANCE t to In
^INK IL 5 5
FOO t, 3 16 � 1/C••MAX.FROM PIN GUIDE
Q z G TO BUSHING WASHER ITYP 1ug
to
w~ a
1/4-20 MACHINE BOLT W/NUi @
n 1/2' ACCESS
12"O.0 OR 514 x 3/4"SMS 6"O.C.
2.875"0 HOLE TO _ SPAN TUBE PER w
RECEIVE ROUND EMBED. DESIGN SCHEOVLB 4
WINDOW ASSEMBLY 1 L' n
1/2' (2)6063-T6 ALUMINUM
_ f P1AX. ANGLES PER BEAK{FND,SIZE c
a0
EXISTING 1 PER SPAN TUBE SCHEDULE pv
HOST \ 1/4'0 THRU BOLTS SEE BEAM Z m<
STRUCTURE SCHEDULE FOR REQUIRED NUMBERS
e 1/4'ALL POINTS SOLID SET ANCHORS WITH?,/8°MIN m �0
EMBED IN CONCRETE OR HOLLOW BLOCK,3'MLNIMUM E w
0.125" 0.125" SPACING,AND 3"MINIMUM EDGE DISTANCE S12
E w p
0.032• 0.032" MAX.DESIGN LOAD-t 72 PSF o g
0.19 3 SPAN TUBE SECTION g
6" /�� ��
N.T.S. VERT SECTION
6 / \ SPAN TUBE SCHEDULE 4 T
ALLOWABLE TUBE NUMBER OF NUMBER OF MINIMUMANGLE
4 i ROUND TUBE SHUTTER SPAN THRLLBOLT9 ANCAH1ORSPER GLE LENGTH
+ I f WINDOW SIZE SPAN - _
'uta ASSEMBLY TOP BOTTOii TOP BOTTOfT TOP BOTTOM TOP BOTTOM -a
TUBE TWE TUBE TUBE TUBE TUBE TUBE
TUBE a S e e
n 60" 123.5• 1 135.2' 2 2 2 3 1 4' T H
98' 101.1 1 106x•_ _2 -2 -3 3 r 7' �" pC
123' 89.91 94.4' 2 I 2 3 3 r I 7" F4$gy'
g
fi0" 129.1• 157.0' 2 2 2 3 4" 1 7' �e
U 25 96" 114.6• 124.1' -2 2 3 3 r'- 7"
/ 123' 102.8' 109.8' 2 2 4 4 10" 10'
2k8k 80" 138.0' 190.8' 2 2 3 3 r 7' s
02.875' 03.250' >-T 0.168 ( 96" 122.1 155.1 2 2 3 4 r 10•
s 0.125
X � 123' 1 115rxi"x .4' 137.5' 2 3 4 5 10' 13• �w5
1 60' 158.1' 240.0' 2 2 3 4 7' 10" '�
88' 140.6' 229.9' 2 3 4 8 10' 18' R
> \ / 0.1875' k+R �P
LI:HT-N-VIEW WINDOW // 123' 132.2' 203f 3 4 5 7 1 13" 19" BeNYmDVE
G`J7 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB _ i SPAN TUBE SCHEDULE NOTES:
x x x x 4"ANGLES FOR 2"xS"&2"x6°BEAMS. FISM339
2. USE 2'xS'xl/4•ANGLES FOR 2°xB"&2"x10"BEAMS.3. USE-BEAM SCHEDULE FOR DETAIL 3/6. KPDnWXl
4, TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER
�� A T 5. SPCONNECTION
N TUBESINDETAILS.WHERE MAY E USED IN A MID SPAN CONDITION WITH SHUTTERS SBEAM MUST BE LIMITEDPANNING TOP ABOVE AND
L \ M SPANS.
BLADE W� ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS,
ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS
N.T.S. EXTERIOR ELEV ABOVE AFID BELOW THE BEAM.
E 8 6. LAP BEAMS ARE NOT ALLOWED.
no
$a 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. O
III
t
ANCHOR SCHEDULE:
L BENNARDO,P.E.
SCHEDULE: CONCRETE1111 /M046549 h
2.5°MIN EDGE DISTANCE
�i Spans UD To 6'-0" Sp?ns UD To 8'-3" Span,UD To 12_-0-0" C• EEVjc�7
LOAD CONN TYPE CONN TYPE CONN TYPE Q'�•
0 ANCHOR _--
x (Ps1) Cl � f2 I C �CS Cl Q q_� C4 CS Cl C2 q C4 CS No PEOC
�1/4'ITW TAPCON OR ELCO 4-3116.F:16.0"'-5-
15.0"'16.0"16.0"16_0'x16.0" 9.0' 13.0"116.0"16.0"19.5" 5.5" 8.5" 14.5" _PC -_
UL.'ACOH 417TH 1-314" 53 2E.0";15.Cr'I.05'1_4.5"16.0"16_,0"12.0" 7.0" 10.5"16.0"15.0•' 7.5" 4.S' 7.5' 10.5'
(EMBED(3192p5 MIN CONC FF �) w
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X70 16_0"1139'17.0".Jr11.0"TGA"iS.S" B.0" 5�,0 17_5 11.5"15.0" 7.5" 4.5" 7.5" 10.5" Q7 /� CnMgIP;A;IO- ��••. S ATE0 0 "f
100 15.0 7.5' 4.5" 7.5" 10.5"15.0'• 7.5"it i.5_' 7 5" SO.S'15.0" 7.5" 4.5" 7.5" 10.5" =(T Y P) - �q\ _ V
I V4"NILLE111U14 MILLF,NT 43 16A"L5.0 SS.O16A"16.c)"1 "1 6.0";9.0".13.5"16.0_'10.0" 8.5"1 5.5" S.0" 13.5" i ��ss ODI❑ 15}(y py
T WITH 1-3/4"EMBED(327Spa�53 1c.0 '1.6.0"I1-}..0"f15.0"10.0"10.0' 11.0"17.0" 10.5"16.0"13.5" 7.0" 4.5" 7.5" 9.5 -�---- --------- �----- / N q
1:1:4 CONCRETE _•__J-- .__ --_ I __ _ -� _I /' ANAL
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I CORD) 62 16.0"S6.C"12.5"16.0"16.0"16.0"12.S' 8.0" 13.0"16.0 16.01,10.0" 6.S' 11.0"14.0" ?�+£ T9
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i0 •16.0"16.0"10.5"16.0"16.0"1E.0"50.5" 7.0" 11.5"15.0"16.0"10.0" 6.5" 11.0"14.0" 3(1 tY d s W
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16.0"L10.0" 6.5" 11.0"14.0'•IG.O"10.0" 6.5" 11.0"14.0•'16.0"10.0" 6.5" 11.0"14.0" p W a;
1'MIN EDGE DISTANCE NOTE "S"INDICATES ANCHOR SCHEDU- SPACING
I Cl c2 q u cs Cl czc3 C4cs Cl cz c3 cR cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE:
R 1/4'ITW TAPCON OR ELCO 43 16.0"116.0" 7.5" 8.0" 16.0"16.0"16.0" 5.0" 5.5" 16.0-16.0" 9.0" 3.0" 4.0" 14.0"
- C2 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE G
EMBED(3 WITH IN CO 53 16.0"16.0" S.5" 6.5" 16.0"16.0"1.01, 4.5" 16.0"14.5" 7.5" 10.0" ANCHORS ONLY
EMBED(339205 MIN CONC 62 16.0"15.5" 4.5" 5.5" 16.0"16.0" 9.0" 4.0" 14.5"14.S" 7.5" 10.0" - CL CONNECTION TYPE USING PIECE 8Q WITH I^+l
70 16.0"12.5' 4.0" 5.0" 16.0"15.0" 7.S' 11.0"14.5' 7.5" 10.0" OUTSIDE ANCHORS ONLY
100 14.5" 7.5" 10.0"14.5" 7.5" 10.0"14.5•• 7.5" 10.0"
114' ffl
MILLENIUM MILLFAST 43_16 "tj6.C"11.0"13.5"16.0"16.0"33.0' 6.5" 9.5" 16.0"13.0" 7.0" 4.0" 6.5' 10.5'• w Y
WITI1 1-3/4'EMBED(3275ps: 53_16.0•' 6.0" 8.0" 11.0 16.0"16.0" 9.0" 5.0" 7.5" 16.0"10.5" S.5" 5.5" 7.5' ANCHOR NOTES: -v'T
MIN CONCRETE) 62_16.0"111.5",6.0•' 9.0" 16.0"13.5" 7.0" 4.0" 6.S' 11.0"10.5" 5.5" 5.5" 7.5"
70 16.0"1 9.5 5.5" 6.0" 16_0"11.5" 5_5" 5.5" 8.5" 10.5" 5.5" 5.5" 7.S' 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING p
1 - - ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE ~rnN 4
C z _ 100 Iio.S"S.S' S.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 =-Io. p
U 1-1/4'MIN EDGE DISTANCE 1(Pg 1). 0 'e
1/4''A!!-POINTS SOLID-SET ---rte-
u ANCI:OR W/7/8'EMBED G Cl 1 C2 q 7 C4 CS Cl C2 q 1 C4 CS C3 C2 q CR CS 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, _ <
ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR
8 1j4-:0 SS MACHINE SCREW/ _43 16.0"_36.0"'a S' 10.5"16.0 !Ti.O"12.0" 5.5" 7.5" 16.0"12.5" 6.5" 3.0" 5.0" 10.0" EQUAL TO NEGATII,'E DESIGN L04D ON SHUTTER AND SELECT SPAN GREATER p
I (30•':405 MIN Coy IC) 53 -16.0"�15.0 a.5"'8.0" 16.0"15.0" 8.5" 4.0" 6.0" SS.S'10.0" 5.0" 4.0" 7.0" THAN OR EQUAL 10 SHUTTER SPAN. F oC
`4a3 III 6 16.0"111.0"15.0" 7.0" 16.0"12.5" 6.5•' 3.5•' 5.0•' 10.0"10.0" 5.0" 4.0" 7.0" 90 p
°1^ 7016_0" 9,0'• 4.5" 6.0" 16.0"10.5" 5.5" 3.0" 4.0" 8.0" 10.0" 5.0" 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICAT30N OF CONNECTION TYPE. 1, .E
10.0•' 5.0" 4.0" 7.0" 4. EXISTING STR')C.TURE MAY BE CONCRETE,ASTM C-:J HOLLOW CONCRETE s
1/4" -POINTS SOLID-SET BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER Q 7
1 _ 3'MIN EDGE DISTANCE ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTL':E AND APPROPRIATE
ANCHOR W/718"EMBEDS Cl 1 C2 C3 C4 CS Cl C2 q C4 CS Cl C2 q C4 CS CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF f°
t CONNECRON TYPE.
1/4-20 55 MACHINE SCREW I 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" p.� Ti
(3000ps1 MIN CONC) 53 16.0"'16.0•'13.5.16.0"16.0"16.0"14.0" 8.5" 13.5"16.0"16.0" 8.5" 5.5" 9S' 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE
62 16.0"16.0"10.5"16.0"16.0"16.0"11.0" 7.0 11.0"16.0"16.0" 8.5" S.5" 9.S' 12.0" ONLY.
n 70 16.0"15.0",9.0" 14.0"16.0"16.0" 9.0" 6.0" 10.0"13.0"16.0" 8.5" 5.5' 9.5" 32.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
100 16.0I B.5"15.5 9.5" 12.0"16.0" B.5" 5.5" 9.5" 12.0"16.0" 8.5" 5.5" 9.5" 12.0"
IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT
0 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 ClC2 C3 C4 CS I Cl I C2 q IC4 CS CS C2 q C4 CS FINISHES' i
0 1"EMBED(3000ps1 MIN 43 16.0"16.0"1u.0"16.0"16.0"14.0"141_0" 9.0" 1L5"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" 9.5" 14 A"16_0"16.0" 0.5" 6.0" 10.0"76.0"11.5' 6.0" 4.0" 7.0 8.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQQUATE WOOD FRAMING 33 m
62 16.0^112.5" 7.5" 12.0"I.."14.5" 7.5" s.o" 8.5" 11.5"11.5'• 6.0" 4:0" 7.0" 8.0^ MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 8
70 16.0"110.0" 6.S' 10.5'16.0"12.0" 6.0" 4.0" 7.5" 9.0" 11.5" 6.0" 4.0" 7.0" 8.0" SIDE CLOSURE PIECES. g 6S
_ TTA 11.5 fi.0" 4.0" 7.0" 8.0" 11.5' 6.0" 4.0"'7.0" 8.0" 11.5' 6.0" 4.0" 7.0" 8.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRat-ZING,FASTENER
vi 1/4'POWERS SS DROP-IN 3-1/2"MIDI EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN.)WOOD STUD.3/4' 444
EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL U
W/1/4-20 55 BOLT AND CS C2 q C4 CS Cl =7,S
C4 CS Cl C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD,
1"EMBED(3000ps1 MIN 43 16.0"16.0"15.0"16.0"16.0"16.0" .5"16.0"15.0" 7.9' S.0" 9.0 12.0"
CONC) 53 16.0"16.0"10.5"15.0"16.0"16.0" .5"16.0"12.0" 6.0" 4.0 7.5" 8.5 9.. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN e
BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER
° 62 16.0"13.0'• 8.0" 12.5'16.0"15.0'. .0" 12.0"12.0" 6.0" 4.0" 7.5" 8.5" HEAD(SIDEWALK BOLT),U.O.N. a ��
70 16.0"10.5' 7.0" 11.0"16.0"12.5' .0" 9.5" 12.0" 6.0"
DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. �set 0a
3 100 12.0" 6.0" 4.0" 7.S" 8.5•' 12.0" .5" 8.5" 12.0"
> 2°MIN EDGE DISTANCE '< DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW,
512 SMS W/2"EYEWALL Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 6 CS CS NUT OR WASHER WINGNUT. T17PYWmRRUKKLBBdYIADPE
ARMOR INSERT N ) EMBED 43 16.0"16.0"57.5"14.0 16.0 16.0"16.0" 7.S' 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"16.0"11.5" 5.5" 8.0" 16.0"14.0-1-7.0" 3.5" 5.5" 10.0" 15-2339.
= 62 16.0'•15.0•' 7.0" 9.5" 16.0"16.0" 9.0" 4.5" 6.5" 14.0"14.0" 7.0" 3.5" 5.5" 10.0" 1Z WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO ECALIL:
DRILLNTO HOLLOW BLOCK NOR
70 16.0"12.0'• 6.a" 8.0" 16.0"14.5'• 7.5" 4.0" 6.0" 10.5"14.0" 7.0" 3.5' S.5" 10.0'• CONCRETE SCREW TO HOLLOW BLOCK SHOULD IMPACF DRILLS BE USED TO INSTALL ►wae DESOfIPilONI
100 14.0" 7.0" 3.5" 5.5" 10.0"14.0" 7.0" 3.5" S.5" 10.01 14.0" 7.0 3.5 5.5 10.0" _
012 SMS W/2.75"EYEWALL 43 16.0"16.0"16.0'•16.0�16.0"
16.0"16.0"10.0"14.0"16.0"16.0'•11.5' 6.0" 9.5" 16.0"
ARMOR INSERT W/2.S 53 16.0"16.0"12.0"16.0" 16.0"15.0" 7.5" 13.0"16.0"16.0" 9.0" 5.0" 8.0" 13.0"
EMBED(2000051 MIN CONC) 62 16.0"16.0" 9.5" 13.5" 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" 9.5' S.5" B.S' 14.0"16.0 9.0" 5.0" 8.0" 13.0 v100 16.0" 9.0" 5.0" 8.0" "116.0"19.0".5.0" B.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0" •`.J�
FRANK L BENNM00/P.E.."
ANCHOR SCHEDULE: CONCRETE (CONT.) �`�11V�11BI,, .PEGow549
______ _ _ 2-3/16'MIN EDGE J2,TAl.CE __ - _]-Y/e"MiN EDGE DI51'.ANCE _
r ?:urlM TYPE ClCONN TYPE CONN TYPE -_- - 52ans Up To 12'-D" .1
J yam_L'g To 6=0" pans Up To 8_3" Spans Up To i2'-0" 5 n;Up To 6'-0' Spans Up-TOW-3"
R G LOAD '° CONN TYPE �GNtI TYPE COHrI TYPE NO PEOG46549
a o ANCHGR (p"� , Cs 'C2 C3 Ica g r r-
a c _ ,- - - - ---`cz ca s _ 1 q_.�ca _.cs1 Ll I c2 c31 c4 cs Cla q u ' cs = _
f _
d iSi+=1TW!APC.)iIXLt:IfH C 7^_i120�C16.0"�15A'�12s' iGA"i6.0":6.0")1:5" 7.5",12A"
--3l.!"0r'SrC(1590ps,,v!;.; I- _3 �..:F,^.t6.p"I?4.0"�.16A'�±60' 75.0"14.5" 4.0'Sa.O"16.0',1p.C"!9.0'r6.0"1:0.0' 123'116.D"Se__y0^!:aS"'16.0")6.0"1ti.0"�15.0'�.0"114.5` 26.0"16.!i"!9.5. 6 -- -
f -__. _ _ _
a
,1_3,1.1-
I_`.____.I__ _.___ _,16. "_ --_-I-.i_2.0"'16.0..t16.il" 9.G"16.01' 00"iL2.5 iGU"i?G.0"!,i.S--~ _ .0" 10.51,13.0" U•'. STATE OF Q
_ _ _
�__
,6.0 ' il..o J 8
.GA o.a'•,6.0 1uA"ll.d'i..5 _._._I___. ',16.G"U.6.V'16.0"It S.S' 7.5"Ili O"IIS.U"15.0"19.5" 5.0";10.]"i_.0' s Illm i
. �,"_-Y;,:;• ,16.D••,..,.s";"Ls'•,s_D_ 160'_�19.J"IS!, �r6.G^Ilo.s"'13.5"-,16A^:c.0" 6A"1_0.0",12.5c,.G:•Ile:o"tU1.o•'ls.o^1E.0'�jia.0•• !7.0'• 6s" :O.s"i4 o"ie:o�•[s.�'•-re:c��losl3'.0'y ick` oR10 P..•'••\ � �a.~., 'A�Oe
ZO.", I U',9 1 (U'' 0 s.! e ' _�6 v los�L G l ]�o s"I 6.01 O I l o.C 9 5-5 01 10.5' ].0'' 1S).' ... G O J
- I !3 �EJ•'I r_.;;'�+,•:�.GJ billu.U"`6r"l1.9 - u •1».0,1,C"�)�.0'rd 0'~ .0'I iG G" ,6.0 S:C' !E n•460")L O'15_C'115.0'I'c.il''I'G.C'Eb.Q"371....0 I'S.�'6.0"1 T ��NAL GC+1�� Ul
( i r..•_u( 00w•4-N I 53 1ti.J e t 6t, -o ±b.0"115.5"10.G'r 15.G L6.0"16.3 I9.5't 5.5"�_1 1 5`'!6-0 1 O'�LE.O",16.0'{1.5.0 1bU"f1G.0''!1.0 5.0 Y5_0'i6.0"�lOs'i7.5"112.5"15.0" it 111111 7P�. Oj �ia
CJ!t�j ]2 ±6A"1F,.0"112.5 +_EA"':6.0"1+510"12.0"1 d.0'I1a.0''7_6.0'�L±6.U" 9.5"16.5' 7).51"1351±a0J 16.0"I x•3 A"16.0"�5_0_"1l_o_A_"13_5" 9.0" 15._C'y6.0"_6.0"110.5'1 7.5" 12.5"15.0" Y �� U�r
,.,,,,.r I_7U ±6.6,;160 i0.5'116.0"F!6.-Ff i6.o-, 0" 70" 12.0 X4.5"'36.0" 95"t6.5" 1LS'173_S'16.J"- I'1.S'116.0"•16.0"'16.G�11. J 3,0 ;1G.0"16.0'110.5'7.5";12.5"15.0" }�^ o m pz�
___ ^L j'S 0";n5"`6. ��-G•. -- 5 s,.-''? n3, .,I1 �I•I -IV'w
a INt_ 10.5"J.7 5" 12.5,15.0'15.G' IJ._5" 7.5" Y2.5"15.0" z ON"11
h/4 Ca SS PUW ERS TAPPER(T l _ - T'1 1-1/�MIN EDGE DISTANC _ _i _ -3"IN EDGE DISTANCE _ ~_ _ 0"'Lu
j I W/1-3/4-?.-•BFO(3000;,; r C3 C4 CS C1 C2 I�C3 �4 --5 Cl C3 ..a S F-CI 1 ) i.3 �4 rr•5�Cl C2_ r3 ! Cl r2 rn C4 CS -I0
CONC) ..�_•_._. _-T �, ___._.__.... __ ._.. _ i:�:%'__.__ _ _ - ?i5��15.0"16.0"16.0"14.0" 6.0"112.0"i6.0"14.5"1 7.5 4.5" 8.0" 11.5"
,! 16.0"114.5";6.5",8.6"!10 0"111.5'.J.U" a.U" L.0" 12.5" 7.0" 3.5" 4.0 5.]" lo.C'•;16.01,
R� -�- o.S'i 4.5" 5•]' 34.0" u 4.5"1 3�5_ 9�V' 6,0" 3.0" 3.0"_ 4.0" 16.0"16.0"'0,5"X13,5"116.0"16.0" 9.5" 6.0" 5.5'•116.0"12.0"1 6.0" 4.0" 6.5" 8.5"
! 53 Lam- _ q-1-. _ Up
62 11.5" 6.5- "-5"�5.5 2.0" 7.0" 3.5"•/ 4.0" 6.0" 6.0" 3.0" 3.0" 4.0" ]6.0"13.0"5' 11.0"16.0"14.5 7.5 5.0" 8.0' 12.0"12.0" 6.0" 4.0" 6,5" B.5"
-�- I-
UO 6.ju D" 3 0" 3 0�'3.0"S-07114.0" 3.0" 3,0" 4.0" 6.0" 3.0" ''3.0" 4.0" 12.0"'6.0"14.0"16.5"1 A5" 12.0" 6.0" 4.0" 6.5" 85" 12.0"1 6.0"1 4.0" 6.5" 8.5"1 �
I ANC.1130R. S.C-NEDULE: HOI LLOW CONCRETE BLOCK m.. �
1"MIN EDGE DISTANCE _ - �T __ 2-1/2"MIN EDGE DISTANCE
G
LOAD Spans Up To 6=0" -L _5 Up To 8'-3" Span�U^To 12'=0_' Span,U0 To 6'-0" Spzn-Up To W-3" ( Spans Uo To 12'-0" W .9
o ANCHOR rONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE o a
(psr) Cl I C2J_;5 I rq I C5 C1 i C2 ,0 C4 CS Cl C2 C3 c4 I CS Cl C2 I C3 CA CS CI C_C2;I C3 C4 CS_I Cl I C2 C9 lC4C5'.'%l6 0" . J13.5 1C0" 5.0"-6.5"111.5"I b_5" 4.5" 3.04.5S"1 4.5"7_ 4 0 % /f 7 0" 4.5" / / ��4.5' / 9.5" 6 0" 3 5" iA" 9.5" 6.0" 3.0" 3.5' 6.0 4.0"i�/ f 6.03.5E / U.04.04.5' 8.0" 5.0" 3.0" 4.u" 4.0":10 <c ✓% ��� 1..p' i 3.0" n / ,/,j 6 6" 3.5" 3.5" 6.5" 1 0" 0"ao . . 4.o"t/;"ELCO U.TRACON W1TN 43 13.0"10.5_'�/f,'(/ 6.5" 13.0" 9.0" /, 9.0 130"105" 45" 60" 13.0". 9.0'• 5.0" 3.0" 4.0" 9.0" 5.0"•4"EMB_D 3 7C.5 1 65 ! 10.5 "j// ,i �.5 . c JJ c3 I" ?' •, , .5 /• � '10.," 5",. 35" 50" 0..." 6.51, 3.5" 3.5" 6.5" 4.C'-t�n�/%� 14.5" 4.0" 4.0"I//j /r ' zs , /// // ' 7.0" 3s" 3s^ 7.5 as^ 3.D^ a.o"4.0" 5 ' "
<�
1J4'14I!LEN[Uid 14!LLFAST T 43 1^.5"110.5"�•1.0" '.0" 12._" 9.0"45.G" % 9.U" 5.0"/ 4.0" 13.5"111.5" 5.5"•7.5" 13.5"10:0" 5.5 / 5.0" 10.0" 5_5"
P c ANCHOR W/31/4`EMBED 63_10.0"I G.0° %�/ M1.O" 4.0" 12.0"�6.5" 4.0" 5.5",11.0 7.0"
2_ 8.0"14.5"'J/ //' 6_5" S.C" 4.0"
_ 70 6.5'�///J/ 7.0" 4.0" 4.0" 7.5"
- ioo a.o" / %//' j a.o••/ / a.D" / �as" as^ / as^
o 1/4"ALL-POINTS SOLID-SEF _ 1-1/4"MIN EDGE DLST?.NCE 2"MIN EDGE DISTANCE
1a n All POR W 718'EMBED 6 -,-.- ClC2 I q C4 CS ClC2 C3 C4CSrl C2�q C4 CS Cl C2 C3 C4 CS Cl C2 q CR CS Cl C2 q CA CS
/ 1
=! 1/1-20 SS MACHINE SCRUM 115.01,_13.0"_5.0" 6A" 15.0"X11.0'i 6_0" 3A" 4.0" 11.0" 5.0" 3.0" ''/'/JT•/'J�]S.0" 16.0"16.0" FP" 10.0"16.0"16.0"_10.5" 5.0 7.0"!16.0•'11.0"!5 S' 3.0" 4.5"
a,_ _� I I-�- Ly/ 3.5" 16.0"13.0_' 6 0' 8.0" 15.0"14.0" 7,5 4.0" 5.S" 13.5" 9_0'•�4 5 4.0" 6.5"
s S3 12 5" 7.S' 3.5" 4.5" 12.5"X8.0" 4.0" // 3.6" B.0"L13
Iy 5 _ >� �_ 4
625.5"�i% WIN
'S 0" j _3.5" 16.0" 9.5" 5.0' 6.5" 16.0".11.0" 5.5" 3.0" a.5" 9A" 1 4.5" 4.0" 6.5" a
-�
14.S"1// /3.5 9.0"1 5.5"G'/%////y5.0" / 3.5" 8.0 9.5"�4.0" 6.0" 15.5"(9.5" 4.5"
MAPCO / ' 16.G'60" 9. 16.0"14.0" 7.5" 5.0.• 4.0" 6.5" 9.0" 4.5" 4.0" 6.5"3"�ED ISTANCi 5.0" 9.011 4.51• •' 4.0" 6.5" 9.0" 4.5" ISTANCE/
y 5/1.6'lFM TAPCON KL WIIH - 4°MIN EDGE D
1-3/4"F BFD C1 C2 q C4 CS C1 C2 C3 C4 q C1 C2 C3 CA q CI_ C2 q C4 CS C1 C2 q C4 CS C1 ! C2 q C4 CS
_53 / / / / 1 + B.5" 14.0" 8.0 a.0" 3.0" 5.5" 6.1• eyp
A I / / i 15.5 9.5 '6.0 9.5" 15.5"10.0" 5.0" 6.5" 10.0" 6.5" 4.5"7.37 �tlb
62 / / / / / 13.0" 7.0" 4.5" B.0" 13.0" 8.0" 4.0" S.5" 6.5" 6.5" / 4.51j 4.5•
4.51 4.5"I F5
� R
4.5" 4.5" ?
1.9/16'MIN EDGE DISTANCE 3-U8'MIN EDGE DISTANCE hl S jR
5/16'ELCO ULTRACON WITH I_ Cl I C2 n q C4 CS CL C2 C3 C4 CS Cl C2 C3 C4 CS CI C2 C3 C4 CS Cl C2 q C; CS Cl C2 C3 C4 CS �p/ppgMRylglLggpygpppg
43 12.0"10.0"/7 12.0"I 8.5" /j B.S' 16.0"16.0"'8.5 11.0"16.0"15.0" 8.5" 7.5"115.0" d.s" / 7.0"
53 9.51 fit" 9.5" 6.0" 6.0" 16.0"10.5" 6.0" 8.5" 16.0"1L0" 15-2339
k -------------
62_ 8.0"T/ 8.0" / / /14,0"_7.5" 7.0" 14.5" B.S' 7.0" 7.0" iGler
70 G.5" /% /7.U" ' / / 11.5' 6.0" 6.0" 12A" 7.0" PACS 095clul LON:
100
� aro I
ANCHOR NOTES:SEE SHEET
9 FOR ANCHOR NOTES. O
- - I
I I
1T'!NC94OR SCHEDULE: H®�,�.EbW CONCRETE BLOCK .. PRAM!L.BENNARDO,P.E.
SCHEDULE: `111111 111 1! PE0046549 .';' '-
MIN EDGE DISTANCE X111 y� rim
Sptn;Up To 6'-0" U 70 8'-3" 5 ns Up To 1?'-0" a UC ,1[ J
LOAD S Li3Q •- 5
ANCHOR s CONN TYPE CONN TYPE CONN TYPE k
N AR??OP.IA:_CAT Y//IN 43 r1 C2 ,5 C4 C5 Cl')-Cz_ :3 ca CS Clcz I C3 C4 1 .0 Alo PEp
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1 MS W,�2"EYEWALL a3 Sa.O";15.0'7,5"-19.0IS.o"15.5"I o S",J.5":6 c' 15.5" 8 5° 4.5" / ,1.0" 7.0'• X654,.
u >I• G- ✓" °] jio.0"1i7.4"I 6.0°17_a^ 15.0"•,.^.' G.D•'r'S':FS.o^ 11.0" zo" 3s^MAN
35" 5.0"
C.o c"tuE7 �,� ' c 19 0 4.5"'- 4A" 7.0" 7.0"3.St 3:5"
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j - _ _- --• - ---�3/4"MIN E02•E DISTANCE �p 11W 8 w>C t N a
Spans UP To 6-0"- Sn?n=Up TO 8'-3" SLni Uo To 12'-0" -- iJ+l uc Q IJ t9•7
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�N I
LOADI CONN TYPE CORN TYPE CONN TYPE z^ o u
O. ANCHOR Cl I :2 1 C3 CS CS Cl ; C2 1 C3 ! Cl, I CS i11 W•O;�J^X111 u
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'1!4"LAG SCREW WLiH S-�/4 _43 176_0 116.0"Tl_1.5112._5"16.0"+G.O'I1b.0";7.5"_9.0" 16.0"16.0"14.5-14.5-i6.0"X16.0" [57 r iv N
;:I`;i UAD PENE^.?,TTO}1 1 53 .J"Tti 0,8.5' iG_U"16 n'>)G.O•'1_F.0 G.0_�7.0" 16.0"16.0'1 A.S"syn ! p: L"
lib _ .. --II _ _ ! 59'.16.0" R/ Llasw
62 -Ie A"16.0"i 7.0" 8.5",16.0"1GA"{{i4.SI S.0"16.0" 16.0"16.0,•1.5 4.0 5.0'
p �._ - -L- U w
70 IG.y 16.0"1 6.0" 7.5.116.0"16.0" 3.9'1 4.0" 5.5" 16.0".16.0"11.5" 4.0"1 5.0" 16.0" u)O
_ 100 16i�j 11.5„ 4.0" 5.0"I,I6.0"16.0 4.0" 5.0" 16.0"116.0"11.5" 4.0" 5.0" 16.0" ~
v1 7/la'"W000 8USH;NC Pwm 43 16.0"j 16.0" 8.0" 10.0"16.0"15.5" 8.5•' 4.5" 7.0" 15.5•' B.5" 4.5" 4.5" 7.0"
c 1.13"HIN EMBED&1/4-20 53 16.0"110.5" 5.5" 8.0" 16.0"11.0" 6.0" 3.5" 5.5" 11.0" 7.0" 3.5" 4.0" 5-0" ri
u SS MACHINE SCREW 62 14.0" 8-0" 4.5'• 6.5" 14.5" 9.0"1 4.5"1 3.0" 4.5" 7.0" 7.0" 3.5" 4.0" 5.0" n
c ,1.�irtn 70 12.0" 6.0" 3.5•' S.5" 12.5' 7.S' 3.5" 4.0" 5.5" 7.0" 3.5•' 4.0" S.0"
o Yt''�1i1�1 100 7.0" 3,5" 4.0" 5.0" 7.0" 3.5 4A" 5.0" 7.0" 3.5" 4-0" 5.0"
;314 5615 OR t14 WtXDO 43 16.0"16.0"12.5'14.5"116.0"16.0"16.0" 8.0" 10.0"16.0"16.0"11.5" 5.0" 7.0" 16.0"
SCREY;'1JID11-3/4'HRI 53_:6A"1fi.0" 8.0'• 16.0"16.0" P.5" 4.0" 5.5" 13.0" x W cam=3
THHE•A PENETRATION 62 16.0 16.0" 7.5" 9.5";16.0"16."10-11.S"1 5.0 7.0" 16.0"16.0";9.5•• 4.0" 5.5" 13.0" `L'o o,
m1mmv1 70 16.0_'16 O 6 5 8.5",16.0"16.00.0•' 4.5" 6.0" 14,0"16.0" 9.5" 4.0" 5.5" 13.0" f d D m
min - '
' 11U0 115 0�S" 4.0" 5.5" 13.0"116.0"1 5"
9.5"1 4.0"1 5. 13.0"
P
_-
DISTANCE '�IN �
F LOAD `+pan5 UP To -r Spans Up To 8'-3" Spans UP To 12'-0"- ^„'",� � o
(Psi CONN TYPE CONN TYPE CONN TYPE
ANCHOR .e7•
t_ _ Cl cz I c3 I ca I cs� Cl c2 I c3 I C4 I cs Cl I c2 c3 I c4 c: 0 3
1/4'LAG SCREV,'VITill i-3/4' 43 16.0"16.0" 9.0"110.0"16.0"16.0'•16.0" 5.5'•17.0" 16.0"-16.2" 9,5" 3.5" 4.5" 15.0" v r
F MIN TH0.u1D PENCTRATION 53 16_0"16.0" 6.5"18.0" 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"1 5,5" 6.5" 16.0"115.0" 9.5" 3.5" 5.0" 15.0"15.0"I 7.5" 3.0" 4.0" 11.0" d
r, _
g, - t1i1 F 70 76A"113.5' 4.5" 6.0"116.0"15.0" D" 3.0" G.0" S3.S'15.0"r7.5 3.0" 4.0" 11.0" L
o _
___ __- 1100 15.0" 7.5" 3.0" 4.0"171.0"15.0"�7-5" 3.0" 4.0" 11.0"15.0"'Y.5" 3.0" 4.0" 11.0"
Y145M1IS OR 534 WOOC 43 16.0"16.0" 8.5" 10.5"16.0"16-D",12.5" 5.5"17.0" 16.0"13.0" 6.S' 3.5" 5.0"
p
SCR EW WITH 1-3/4"PIIii 16.0"16.0"I 6.5" B.0" 16.G"16.0" B.5" 4.0" S.5" 16.0"10.5" 5.5" 2.5" 4.0" 7,5"
a
0 TMREAD PENE7RAlTON L!62 16.0"11.5" 5.0" 7.0" 16.0" " " " 5.0" SO.S'10.5" 5.5" 2.S' 4.0" 7.5"
0 ib.0" P.5" 4.5 6.0 ,16.0"11.0" 5.5" 3.0" 4.0" 8.0" 30.5" 5.5" 2.5" 4.0" 7.S'UO 10.5 5.52 5_' 4.0"_7�i'-11U.S",S.S�y 2.5-.14.0-" 7.5" 10.5" S.5" 2-9' 4.0" 7.5' y�
psiGU`I°-FI L r ad !CONCRETE BLOCK
4"MIN EDGE DISTANCE _ r` d �slk
ri LOAD i �'is Up To 6'-0" Spans UD 70 8'-3•' Spans UP To 12'-0" �S8
m CONN TYPE CONN TYPE CONN TYPE $ ®
O ANCHOR >! E
s 1n �Ps� CS ! C2 a C3 I C4 I CS Cl I C2 I C3 I C4 I CS Cl C2 I C3 1 C4 I CS ee
5/15"ITN TAPCON%L W/ 43 16.0"116.0';16.0"116.0"116.0"16.0"16.0"1,15.0"16.0"16.0"16.0"15.0"19.0"114.0"116.0" g 6 6
MIN.EMBED 53 16.0"II 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" k3' IGG y�
- -_- 62_16.0"16.0"14.0"16.0"'16.0"16.0"15.0" 9.0" 14.0"16.0"16.0"12.0" 7.5" 12.0"Sfi.O" a a @••�
70 16.0"16.0"11.5'16.0"16.0"16_0"12_518.0" 12.5"16.0"16.0"12.0" 7.5"112_0"16.0" $H
100 16.0"12.0'• 7.51,112.0", 6.0^16.0"12.0" 7.5"'12.0"16.0"16.0"12.0" 7.5W40•
p 5/16"ELCO ULTRACON W/ 43_16.D"16.0"10.5"14.0"116.0"16.0"10.5";6.5" 9.5•' 16.0"11-0" 5.5"2-S/4"b1IN.EMBED 53 15-0"113.5 7.S' 11.D"iG.O"14.0" 7.5"� 7.5" 13.5" 9.0"r2PY24MFAVMLPi16.0"iO.D" 6.0" 9.0" 16.0"11.0" 5.5" 6.5" 9.0" 9.0" 15- 339
70 35_J" 8.0" .0" 5 5,5" 7.0" 9.0" ��;O i00 9.0"rP'r S.S' 6.5" 9.0" 5.5. 6.5" 9.0" y,�,¢p-�,�*�yH1
O u 2°MIN EDGE DISTANCE
Cl C2 C3 C4 CS Cl I C2 I C3 1 04 1 CS I Cl I C2 c3 C4 CS
#12 SMS W/2'EYEWALL 43 Ifi3O"16.0" 9.5" 11.5"16.0"16.0 14.0" fi.0" 8,0" 16.0"14.5" 7.5" 3.5"L
°�,�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"62 16.0"13.0" 5.5" 7.5" 16.0"14.5" 7.5" 3.5" 5.5" 12.0"11.5" 6.0" 3.0" ANCHOR NOTES:SEE SHEET
70 16.0"10.5" 5.0" 6.5" 16.0"12.5" 6.5" 3.0".4.5" 9.0" 11.5" 6.0" 3.0" 9 FOR ANCHOR NOTES.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"
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