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APPROX. APPROX. HEADER
I.D. OPENING' SHUTTER APPROX. ANCHOR REINS. REMARKS
NO. SIZE WIDTH HEIGHT SPACING REQD.
(W X H) YES/NO
.37-v X 6.311 45" 7111 12" NO EXAMPLE
1-7L4 X7 1 '2 M-ltdl,
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3 okio
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Florida Building Code Online Page 1 of 2
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Product Approval
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ProAcrt Annrrv.,;Menu>Product or honlication Search>A+clic n las[>Application tail
FL# FL13757-R5
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Town and :311
Address/Phone/Email 400 Wes[McNa
(954)493-8551
tomj@tc-alum.com
Authorized Signature Frank Bennardo
frank@engexp.com
Technical Representative Thoma B.Johnston
Address/Phone/Email 400 w st 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 ._
�i Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Frank L.Bernardo,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,P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL13757 R5 COI Inclev,2.odf
:�L;'375'7 RS COI lndep=.odf
_1__3757 25..0 q-_I2r.:_
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
F1-13757 RS Eguiv Equiy 2.odf
FL13757 R5 Equiv Eouiv 3.Ddf
FL13757 R.5 EguivLLEgu+v.ocf
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Florida Building Code Online Page 2 of 2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/21/2015
Date Validated 04/29/2015
Date Pending FBC Approval 05/06/2015
Date Approved 06/22/2015
....__.......___..........._....--------..................._...................................._._......_...—`---_........_......._......._.._..__...--- ........_...._._—...---..._.—.—.._......_..............__...—............_..._....�
fSummary of Products
FL# Model,Number or Name Description
13757.1 16.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13757 RS Ii Dwg.udl'
Approved for use outside HVHZ:Yes Verified By:Frank L.Bernardo,P.E.PE0046549
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure.N/A - Evaluation Reports
Other:See installaid drawings fo allowable span/pre re FL13757 R5 AE Eval.odf
combinations and a ditional limitations of use. Crea nt Third Party:Yes
13757.2 16.8 Streamline Shutter Large Missile ct Resistant-Atsgrclion er System
Limits of Use Installation Instructions
Approved for use In H • es FL1375'7 RS Il Dwn 2.pdf
Approved for use outride HVH Verified By:Frank L.Bernardo,P.E.PE0046549
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A n Reports
Other:See installation drawings for allowable span/pressure FL13757 RS ya .L i
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"for use with
essential facilities and wind zone 4 applications.
Limits of Use Installation Instructions
Approved for use in HVHZ:No ELI-'L75- RS fi_ _ .3Lf
Approved for use outside HVHZ:Yes Verified By:Frank L.Bernardo PE-0046549
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+110/-128 Evaluation Reports
Other:See product drawing for additional information,anchorage,etc. Ej._L 7E7 RS_AE GsaI 3.pdf
Created by Independent Third Party:Yes
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:
Credit Card
Safe
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgvgk7yHMuovb... 5/22/2017
6 .8 STREAMLINE SHUTTER
GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING
CODE,
ODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE 10.46
INTERNATIONAL
BUILD�INGCODE gBC AND INTERNATIONAL RESIDENTIAL CODE CIRC},THIS SYSTEM w
%A
MEETS MISSILE LEVEL D"AND IN LU ES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. UNLIMITED WIDTH-
SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. QFN
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SECTION 0, sb
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING ;kN k
-10 AND CHAPTER 1609 OF THE 004' 4
REIV,IREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7
CODE,PRESSURE
FLORIDA BUILDING CODE SHALL BE LESS THAN OR E UAL TO THE POSITIVE OR NEGATIVE DESIGN P TRA&%',o
PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. �.
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E188 W=�x
4. D F1996/E330. u
SAFETY FACTOR. DED BY A 1.5 6
DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES ON
I z z
S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIREDFORALLWIND
ZONES, IE
CRITERIA
0 ITES IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL
R WIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. PLAN VIEW 3:
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS,WIND ce
7 DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE K
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN.
DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR c
WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 <
SHALL BE USED.
8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC
SITE,
9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME
PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER
A T
i
A
F
ml i
61GI5-23 OF THE FLORIDA ADMINISTRATIVE CODE. 6 ma
to. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE
W-8
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. Mm
It. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL O;g
DOCUMENTS. qz�
12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING. HURRICANE PROTECTION
OFFICIAL MAY RE%IRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND BOTTOM
SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE TRACK
DEVIATIONAS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE
13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM
INFORMATION: TYPICAL PLAN VIEWS 3:
TOWN&COUNTRY INDUSTRIES TYr
ZE
FORT LAUDERDALE FL TYPICAL ACCORDION A
TAS 201,202&203 '�t
MISSILE LEVEL D-ASTM E1866,E1996&E330
SHUTTER ELEVATION
FLORIDA BUILDING CODE APPROVED 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.
15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A
MINI NUIA_�
MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16'0 5052 _EPARATION FROM GLASS
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. HVHIZ
17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. FACILITIES
18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER VHZ
19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN ST INSTALLATIONS INSTALLATIONS INSTALLATIONS 12,129
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH, 5 3VABOVE >301 ABOVE S 30'ABOVE >30 ABOVE
21, ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED.
22. SHUTTER MAY BE INSTALLED WITH UP TO(2 ADDITIONAL BLADES OF SLACK. GRADE GRADE
GRADE GRADE 12 9 1 4 R
23. SEALANT SHALL BE USED ON ANCHORS OR PIRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 2-1/4" 2-3/8" 1-518"
TABLE 1: 1-7/8" 3-5/8'. 1-718" 1
TABLE 1 NOTES: 120' 4-1/8" 2-
I. DESIGN PRESSURES SHOWN IN"ACCORDION 77Z7/8' 2- IT,
-_ I _1 4-114� 2-
ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE 144" 7
SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES:
1 HVHZ;DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA,
AT EACH RESPECTIVE SHUTTER SPAN,
SHUTTER POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER 2: P�A.Z;DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY
DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND 15-2339
D ABOVE,THE
SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATEZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SCALE-
JESFI DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PA99DRSCRION:
I?-S-Fl M
SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL
7- =2=10_ 0 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN:9 30'ABOVE GRADE,AND 1-5/8'WHEN>30'
99, 70 70 ABOVE GRADE. av
12 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED,FOR SPANS BETWEEN THOSE
INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED.
144" 43 4-0 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM
E1996-09.
PROJECTION VARIES
0.115"2.874" 4.874"MAX,
0.080"
0.450"0 0.125" 0.062°
1.708 0.100° 0.062"
N 0195 0.100" 0.080" 0.063"
. 0.096" 0.195" " �"1 2'820"
*
xW
'o0.070" 0.060 1.908"
0. 300 0.062"
0. 25" 0.6301.993" N
0.00.630" 62' 0.630" 0.062 0.143" 0.096"
" . .. - 0 .[0 200 T .0 0." 0I20" 70 630"
02 0.630 0.06y„ 0.062 (9
1.069"
<
Wo
5.745"MAX. 5.3
SUPPORT LEG OPTIONAL �1 069"4 00.200"�.062" -1.069"'A 0.062" 0° W ,°w3
5.745"MAX, N S 3 y
(DWALL O BUILD OUT WALL O3 STREAMLINE CEILING TRACK O4 STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL ID o
SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE
a
ci
s
WHERE SHOWN,SCREW BOSSES
&FELT GROVES ARE OPTIONAL
ON ALL EXTRUSIONS y
0.874° 2.655" 0.875"
ri
-TI- 2.195" 0.510" 2,195" 1.230" N'
S 1.229" 0.105° 0.060"
0.7 5!
bmaRR 1. _'�"- I- 0.1O075" •.f�".N. mNry -i-- __ - 0'N^ 1ImrN' vn2.362"2.655' r 0.105" �4.84"
mf831" I0N069" O 4.510
31069" 00" 0.075". 0.075"
0.10 0.044"I 4.510" 0.994"1 w�+
d9�gOi
TE:TESTED THICKNESS OF a ��
0.761' I 0'07" BARE METAL W/O PAINT IS 0.039"
4.510" BARE}--3.506"�
Oj SILL Og SILL ADAPTEROg EXTENDED SILL 10 EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE LQ
g SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE
SCALE:HALF SIZE III
F
8
� 1. fr n mry
01.
50.477"
0.087NI
1. 7°D" 0510
0.143" 0.1"43" 0.5900.341'p- -8D.O6 0.070" .245"
�
708- 0.143" .096" 0.060°
4.753" lig I
0.090"
'aM0.096
4.510" 0080" DB
y
8$$4g5tle]
0.044" 0.227" 0.682" 0.630" 0.060°� OpPiPoCBfFPNL(LBOIHWDOPE
0.693^ 15-2339
€ NOTE:THICKNESS OF BARE 2.822" �--•1.625"--I 0.420" SCOL oestalPTIS1N:
METAL W/0 PAINT IS 0.039"
15
6,8 STREAMLINE STACK CDCEILING HEADER/SILL A STARTER
SCSILL
ISSILL
SCALE:HALSIZE SALE:HALFSIZE 6.8
FSIZE AE:HALF SIZE SCALE;HALF SIZE
9�
P
00.
•�f////��.E.
NYLON 1.y9�50" DD �i�
-I}-0.125" 0.610" STAINLESS STEEL '280 I 10^ ALUMINUM OR
T ASSEMBLY r0'Q JI�,I 0.357" OTI
0.320"0 HOLE `o 150" 0.276"}-I D,
" z o #10 x 2.3/4'410 HT S.S. I ' *:•
0.880' TON <a w INSERTS SCREW W/TC ULTRACOTE -T ' 0.591" 1 z
N 0.05 WHEEL ri O 0.120"o INTO COATING in A `7
1 1.100"{ t 0.240" �r TRACK (TYP TOP&BOTTOM) y 0.062" �'1y
NYLON BUSHING W/WASHER: �_ '��/�'cF3
I 1 TYP.AT EVERY OTHER 11 0.750" 7/16"0 x 1/2"@INTERIOR JOINT TOP 0.154" 10.137" ��//� BE
V` U
1-- 5'MAX. 0.870" r
INSIDE JOINT AT TOP. 7/16"0 x 1"@INTERIOR JOINT BOTTOM /I Ig14 d
OANGLE CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR 1l>uu U
19 2P ROLLER ASSEMBLY HOUSING-ZINC DICAST,POWDER COATED 24 BUSHING ASSEMBLY DETAIL 28 BOX CENTER INSERT (?a <6 5'
SCALE:HALF SIZE SCALE.HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE:HALF SIZE SCALE:HALF SIZE W uX] 51°§W°
OR KEY/THUMB TURN OPERATED INSIDE. N w;?� m
-}0.250" 23 BRASS PUSH LOCK 3 3
SCALE:HALF SIZE c w
R0.155" to 1.978" 2.125' O
d 0,5000.2"
50•� o 4.000"
�0.2To3`
6" O 1 0.28 6" 1.224
0.267"
.or67"
0,500" 0.623" 1.710"
0.090" 0.319" 0.531" 0.531" m-0.790" 9R 0.607"0.064" (E6 r
0.28
0.0-2.250" c 0607
0.118" 0.224" 0239"
. um n wrn
wN
m GmM
060" 46 0.
2.750" 12.000" . . m<
I -L
1.758" _1.
^ 27 RAINGUARD DECORATIVE FLOOR TRACK 3.476^ 0,240" �z
28 <
SCALE:HALF SIZE SCALE:HALF SIZE 0.160" 1.001 0.062" 0.222"1 r L v
0.062" 0.062 r 0.176" c U
Ye 30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER )E w
4 SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE c,\/-)o p
8 S p
° 4-0.062"
a }o.4Do^ �D5 O
5.500"x 13/16"WIDE
167" 7/16"0 STAINLESS
AIA
STEEL NUT
rrI ,fib, IL_i'
'1-- 30
n 0.125" n �-� 0tl" 0.438"
n
d 0.188" N
5/16-18x1 MACHINE SCREW �,a
8 L TMP• 5/16"0 INTERNAL STAINLESS STEEL t N 0.11.1"
j- 4.500" }-f 0.689" POWDER COATED,ZINC DIE-CAST G� o '
y - THREAD HEAD SME VARIES 1.050"� a a�
DELTA MODEL 2022 SECTION A 36 T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW
INDUSTRIAL SYSTEMS (OPTIONAL) SCALE:FULL SIZE SCALE:FULL SIZE 0 0.254" 400 406 40c £
35 BOX LOCK SCALE:HALF SIZE 1 0.319 END STRIP 1" Q s!g� °
SCALE:HALF SIZE
j---2.000^-f 2" & S' EXT
�--1.625" 1.500"- 0.125" -11-0.125"SCALE: HALF SIZE a
0.050" 0.093" 119 "gg 1
5 0.125" IIIT ��
0.085" I
T 0 0 0.125" Cl1PYt✓p'I,IrFANi�L aEDwlmo PE
00.093" '^ 15-2339
0.250" o `� 0.085" m
E ry SCALE: -
o8OQDESCRIP17O
1
N:
7.000" 19
O2X7 ANGLE 20 ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE ^
39 SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE �J�)
n SCALE.HALF S1ZE
p,R yAR I
^L`c.,���jAN>Nr9 •,,%
ANY ANCHOR PER ANCHOR EDGE DIST. ,01► �1 Y 9 /i
SCHEDULE @ IS"O.C. EXISTING DIST. F
GLAZING SEE END STRIP
SCHEDULEFOR
za ry SPAN WHEN USI •+
A .ANGLE EMBED ly �. •Y_
20,40a,40b OR c, ,g
r LEG D RECITON H II �, 1/4" OR 6.8 STARTER A �^•�
op
EMBED. 17 7 (INTERIOR) 17 17 MAX. WITH 21 OR 25. a• 1EyFy+L
MIN.0.062"THICK 6063-T6 ALUM. 21 25 //// l• \\`
ANGLE 1"x 1"MIN.TO 2"x S"MAX.
EDGJ�a 30 (ANGLE LEG MAY BE REVERSED)
DIST. FASTEN ANGLE TO TRACK W/
a ^
B ANY ANCHOR PER ANCHOR ((2 810X1"SCREWS AT >U `4
SCHEDULE @ 18"O.C. NRNER,TOP&BOTTOM'AND Q LL
ATTACH TO 6.8 SNAREDSTARTER R y m w D
13 fl 13 812 X 1/2"GALVANIZED PO p
13 tF12 x 1/2"GALVANIZED OR S.S.SMS, S.S.SMS,3/16"0 ALUM.POP W
30 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE
L 6.60"(TYP.) I USE(1)BRASS PUSH LOCK OR(1) MACHINE Boil&Nur @ 1s"D.C. ALTERNATE END STRIP DETAIL BOLT NUT @ 18"O.C. N 3 y
(EXTERIOR) 5/16.18 UME SCREW INTO THREADED SCAHE6.8=STAoRTER AND ANGLE (TRACK W/ w"
INSERT 3 AT 1/3 SPAN TO 2/3 SPAN SCREW BOSSES. "+O
FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE <
TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO PSF SPAN
€ SCALE:3"=1'-0" 1"HEIGHT. I"BID(2.71 62 106" N
w ® 72 94"
62 94" n
b USE(1)BRASS PUSH LOCK 112 8D"
OR(1!5/16-18 THUMB 2 75"
SCREW/16 THREADED LOCKING DETAILS FOR 2"BIO(3.7') 62 95" SEE END STRIP P
INSERT(371 AT 1/3 SPAN CENTER MATES ® 72 88" SCHEDULE FOR MAX. 3
TO 2/3 AN FROM SHOWN ON RANDOM 62 6" ry SPAN WHEN USING �$
BOTTOM OF SHUTTER. 3"BIO(4.77 62 20,40a,40b OR 40c, r oc
d RECEIVING HOLE SHALL BE 30 DETAILS 72 79" � a 6 m
13 1/4" OR 6.8 STARTER m M
3/B"MAX WIDTH,UP TO ® 82 74" r
1"HEIGHT. r31 ALT.1"BIO 62 110' Ih AX. WITH 21 OR 25. Q.-Sp rog K m
(2.77 72 0 aii O Zm.4 tl
20 132 76' �82 95"
� STARTER STRIP TO
ajm40 40 USE APPROPRIATE v
1.5"x3" 45 93" 40 20 PROVIDE CLOSURE
6 13 x0.093" 52 63, BUILDING CONDITIONS.
84 j� FASTEN STARTER STRIP � 870 75" TO TRACK W/(2)1110x1"I -7 - SCREWS AT CORNER,TOP !a4S
2"z3" 45 139" S BOTTOM.
x0.125° _62 1 ALTERNATE END STRIP DETAIL t
ry 57 123 SCALE.3"=V-0" ANY TRACK W/SCREW 3:
13 Zo 60 1201, BOSSES.
F I 15 64 116"
6 yq 70 111"
7 a{, 73 109"
SILL g"'� FOR GREATER SPANS OR LOADS THAN
W SHOWN IN END STRIP SCHEDULE,END ,11 +
!n I I STRIPS REQUIRE A I'x1'.090"CLIP ANGLE F – =
F' MID SPAN USING ANY ANCHOR ON THE EXISTING GLASS'
LASS ?
V) ANCHOR SCHEDULE&014x3/4'TEK I!
.4 O — 13 SCREW 0R 1/4-20 DOLT TO END STRIP. y@Pfa
Ii I USE((11 BRASS PUSH LOCK 30 1P W OR Q 5//16-18 THUMLOCK (INSIDE) ° 9
—vft 1201 OR(1)5/16-18 THUMB 13 d SCREW I O THREADED g
SCREW Ip�0 THREADED 30r INSERT(p3 AT 1/3 SPAN SILL o
INSERT p7)AT 1/3 SPAN z �j TO 2/3 SPAN FROM 1
TO 2/3 SPAN FROM Y v"i a BOTTOM OF SHUTTER
m BOTTOM OF SHUTTER. (OUTSIDE)
RECEIVING" WIDTHS FiUPLTb-
1"
BE
1"HEIGHT. 23
OTYPICAL OUTSIDE CORNER CLOSURE _ _ __ 5 30 JIMDETAILS WO/CORNER POST '
NTS 13 30 COPiWfdRFRAKKLNi18YF00PE
13 31 215 13 23 (OUTSIDE) 15-2339
SILL USE(U BOX LOCK AT 1/3 scale,
s SPAN TO 2/3 SPAN FROM PAGE PlSCRTP'RON:
BOTTOM OF SHUTTER
TYPICAL INSIDE CORNER CLOSURE X99
y CC2MULTIPLE SHUTTER ASSEMBLY
DETAILS WO/CORNER POST SCALE,3"=1'-0"
NTS �(+
C
Cl CONNECTION TYPE P4"'
REFERENCE ANCHOR EXISTING HOST
SCHEDULE FOR MAX. STRUCTURE �i7
SPACING 7 •• it 1.-�. 5'
Cl CONNECTION TYPE 1/4-20 MACHINE BOLT 3' 4
\ REFERENCE ANCHOR 1/2" W/NUT @ 12"O.C.OR = x
tfF-
92
SCHEDULE FOR MAX. #14 SMS @ 6"O.C.SPACING 1/2•. (TYP.TOP&BOTTOM) A2 FASTENERSALUM. TUBE EACH ANGLE 6063-T6 ALLOY to In S R 6 OR/SEE TABLE A FOR SIZE. 8OR�6 J ZJ /ALTERNATE THRU BOLTCl CONNECTION TYPE ¢w tn R >OR 2"x 2"x 1/B" REFERENCE ANCHOR MK GLASS m u a2SCHEDULE FOR MAX. 13 r- wtm $ALUM.ANGLESEPARATION13 I I I SPACING PER TABLE 2 j Q Zw N pTHREE 3/16"0 ALUM. ° I WPOP RIVETS OR I I OR DOOR�I' A a m< 3 VTHREE#112 SMS,TYP. ° 17 II < Ix~ N ce
w3/16"0 ALUM.POP17 RIVET OR#12 SMS A >�� ~F �p18"O.C.(TYP.) RH �� z=TABLE A(co) / q \ 5 0 oR
PRESSURE VS ALLOWABLE LENGTH 0// MAY USE MALE ORL7PSF 2"N0"B/OB" 3No"B/�8. p- � L
FEMALE LOCK-SLAT w62 130" 188° 13 ALTERNATE THRU BOLT 1/4"MAX.FROM PINC5 CONNECTION TYPE C1 CONNECTION TYPE GUIDE TO BUSHING
72 124" 179' TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR r e -1 WASHER(TYP.I82 119" 172" NTS SCHEDULE FOR MAX, SCHEDU EFOR MAX.114" 165" 1 __J I� 14x3/4"SMS @ 9"O.C. F'O_
130' 160' / 7 C e p m
I ANGLE TO TUBE CONNECTION
102
Fgj 120 104" 14T y'x 2"x.125" O;� a M1
Q1w 97^ 131" TABLE B(cc4) EXISTING HOST EMBED. 6063-T6 ALUM.TUBE O zm 8
p 200 8' 114' PRESSURE VS ALLOWABLE LENGTH STRUCTURE 5 CONNECTION TYPE <
8
LEDGE DISTANCE REFERENCE ANCHOR E
Yx2"x1(8' 3'x3"xi 8" SCHEDULE FOR MAX. Q
PSF WITH B/O WM l�/0 SPACING \.� u1
62 113" 166" JJJ? 3 g
72 1Br 157 FASTENER @ 18"O.C. Cb ALTERNATE BUILD OUT MOUNT SECTION a S
(USE ANY ANCHOR SHOWN
82 101" 147' IN ANCHOR SCHEDULE). SCALE 3 1'-0"
92 95" 139" O
S 102 90" 13P L'
120 8.3' 122"
150 74' 109' _ It w
1-0i
200 1 64' 94` Q'D�m
2"x2"x - i~- =00
a 3/16 RIVET OR#12 SMS .090"6063-T6 N EPARA'HON 13 = Z u.- _
@ 18"O.C. OR 1/4-2 i7 ALUM.TUBE TYP. PER TABLE N O VI j
�'�• NUT&80LT(TYP.I• 3/16"A ALUM.POP GLASS 2 X K Z Q 9g
RIVET OR#12 SMS F' < 'L Q JAO
ALUM. TUBE @ 18"O.C.(TYP.) 0. OR DOOR E u N~ u sl yQ
6063-T6 ALLOY 01 w
SEE TABLE B FOR SIZE. 2"x 5"x 1/B"
2 FASTENERS x CONTINUOUS a
EACH ANGLE ALUMINUM ANGLE
m 1"x 2"x.093"6063-T6 OPTIONAL ANGLE INSIDE 3 16 g
ALUM.ANGLE.TYP. THREE 3/16"#ALUM. 17 ORIENTATION TYP.
0 POP RIVETS OR m gR
17 THREE#12 SMS,TYP. w
0 0 1"x 2"x 1/8" 4 CONNECTION TYPE y
OR Z"x 2"x 1/8" D REFERENCE ANCHOR g
8 Co .R e
g 13 ALUM.ANGLE SCHEDULE FOR MAX. z
SPACING COPYA7Gflf FWVALBFNLWDO PE
USE MALE OR FEMALE
LOCK-SLAT EXISTING CONCRETE, 15-2339
7SIDECLOSURE
BLOCK OR WOOD FRAMING
INSIDE SILL MOUNT SECTION#12 x 1/2"GALVANIZED (OUTSIDE) ESCALE.3"=1'-0"
OR S.S.SMS,3/16"0 ALUM.TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 OPTIONS `¶¶
NTS MACHINE BOLT&NUT SCALE.3"=T-0"
@ 18"O.C.
t
x
5CONREFERETION TYPE
NCCHOR EXISTING
Z SCHEDULE FOR MAX. STRUCTURE �C IIuI.
0 7 SPACING 5"MAX. •O � L'• '
o m 1/4-20 MACHINE BOLT
GLASS 0:¢w– GLASS w Cl CONNECTION TYPE ,
o J REFERENCE ANCHOR W/NUT @ 12"O.C.OR *,
OR DOOR w u u OR DOOR w w #14 SMS 6"O.C.
I..w 7 o SCHEDULE FOR MAX. @
I-w x W m SPACING /2•• (TYP.TOP&BOTTOM) T
MN 13 x w 0,w GLASS m I-z u m /2"
1/4"-20 THRU BOLT W/ N N J PARATION L7 a ''
EPARATI a 3f w Q #14 x 1/2"SMS @ 12"O.C. PER. X w o Q u �_ S R fi OR/
LOCK NUT @ 12"O.C.OR F I- F- OR 3/16"0 ALUM.POP TABLE 2 ¢J•a o •`
12 z 1/2"SMS @ 12"O.C.E.S. PER m F RIVETS @ 6"O.C. OR 1/4"0 E In w o �Ra
OR 3/16"0 ALUM.POPTABLE2 z
w:3 ALUM.POP RIVETS @ 12"O.C. ¢
RIVETS @ 6"O.C. E.S. \ J x w rp¢ >U
R 1/4"0 ALUM.POP RIVETS / w 11 AND A MN 0.A55 w U ¢ z d
@ 12"O.C.E.S. ASSEMBLY 1/4"MAX.FROM PIN w p.- Z W
SEPARATION 13 F. i m o
1/4"MAX.FROM PIN 1/2"TYp GUIDE TO BUSHING PER TABLE 2 ~ N w w ry O q
Q9 AND OO GUIDE TO BUSHING HER(TYP.) o= x J W •+WPI w
ASSEMBLY WASHER(TYP.) w GLASS 111777 " o�m
1/2"TYP. EXISTING CONCRETE, umxi 3 CONNECTION TYPE OR DOOR—II X oz N�q x
d BLOCK OR WOOD FRAMING REFERENCE ANCHOR u a m a o w--
w EDGE '-oo. wQ
m SCHEDULE FOR MAX.
w 4 CONNECTION TYPE DIST. SPACING Q a
B' EDGE .REFERENCE ANCHOR
SCHEDULE FOR MAX.
01ST. SPACING AS SHOWN W F- G
1/.•„ 3 CONNECTION TYPE IN DIAGRAM ON PG.9 W Q (]00 60R
rrr///GGJJ1 REFERENCE ANCHOR EXISTING CONCRETE, v'3
SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 1/4"MAX.FROM PIN
SPACING.ALT.FASTENER Cl CONNECTION TYPE / GUIDE R BUSHING m
LOCATION.FRONT AND REFERENCE ANCHOR 1/ WASHER(TYP.) w tl
\ 1/4"MAX.FROM BACK ANCHORS NOT REQ'D O INSIDE MOUNT SECTION SCHEDULE FOR MAX. 19
WITH THIS LOCATION SCALE:3"=1'-0" SPACING �� o+
PIN GUIDE TO 5 CONNECTION TYPE =
BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR rn
(TYP.)
A SCALE.3 1'-0" SCHEDULE FOR MAX. o e e p m
/ EXISTING CONCRETE, SPACING o:� E:
BLOCK OR WOOD FRAMI EMBED. O z 6 m
CD BUILD OUT MOUNT SECTION
NU / SCALE:3"=1'-0" : <
TYP. BOTTOM EXISTING CONCRETE,
BLOCK OR WOOD FRAMING j c
S EDGE IST' EXISTING g
NOTE:FOR DETAILS A,B,D,AND E ON THIS SHEET, 4 CONNECTION TYPE STRUCTURE
THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR EMBED. 5 CONNECTION TYPE
WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS o SCHEDULE FOR MAX. REFERENCE ANCHOR
A MINIMUM OF TWO SETS OF ANCHORS AND IS A m E SPACING SCHEDULE FOR MAX. LLw•
MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK W SPACING
USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 16
OVER THE GAPS BETWEEN SECTIONS. /2.. QDR 20
4S ¢ wm ~
w
IxF_W.1 W O
GLASS wDD
g@@y
41 OR DOOR 0.A5MIR5 13 :/xjww Ww
w ix #12 z 1/2"SMS @ 12" EPARATI xJ w>>
w O.C.OR 3/16"0 ALUM. PER v=i 0�ui1 m 13 W m w w Q a hs
Fw 3 POP RIVETS @ 6"D.C. TABLE X oZiI-- GLASS OR MR GLA ==ZUJ 6��¢
w OR 1/4"0 ALUM.PDP Q a DOOR— In o:n<
13 =x�xj RIVETS@12"O.C. F ouN PER TABLE XZ ozF- � 0 ,'
w MN GLASS mF-zum u QwaQ
SEPARATION t7 o N Q E J O a
PER TABLE 2 <W¢a O7 AND QB 1/4"MAX.FROM PIN a N � g
1/4-20 S.S.MACHINE J O a
SCREW b NUT u, ASSEMBLY 1/2" GUIDE TO BU
O.C. @ u TYP. WASHE P.) W F e 9
GLASS w 1] 1/4"MAX.FROM PIN y g
P OR DOOR 1/4"MAX.FROM PIN °� 4 CONNECTION TYPE W o 1/2"\_8 GUIDE TO BUSHING � e
7 X GUIDE TO BUSHING �u
r F REFERENCE ANCHOR WASHER(TYP.) CPwWF LBEOi
x0WASHER(TYP.) EDGE pz
a 5 6 e EXISTING CONCRETE, DIST. SCHEDULE FOR MAX.
E m SPACING AS SHOWN 2 CONNECTION TYPE 15-2339
a BLOCK OR WOOD EXISTING CONCRETE, 4 CONNECTION TYP DIAGRAM ON PG REFERENCE ANCHOR
OR FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. scale:
- "x 3"x 1/4"CONT. 3 CONNECTION TYPE #12 x 1/2"SMS @ 12" SCHEDULE FOR MAX. SPACING Paae oescRzvrioR:
c 063-T6 ALUM.ANGLE Ktlss
EFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE, _
CHEDULE FOR MAX. @ LOCATION.FRONT AND BLOCK OR WOOD FRAMING
AY BE REVERSEDPOP RIVETS 6.O.C. BACK ANCHORS NOT RED'D
S SHOWN DASHED) PACING OR 1/4"0 ALUM.POP WITH THIS LOCATION �9 I
RIVETS O @ 12"D.C.WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTIONF WALL/BUILD OUT
g D
SCALE:3"=1'-0" SCALE:3"=1'-0" SECTION
SCALE:3"=1'-0"
NI R00,P.E.
GLASS SEPARATSON Zw //I
OR DOOR PER TABLE 2
MIN.CLAS
0:0=
F-UuGLASS OR ••/•• ,•U�
DOOR O
7 w Z GLASS OR MN GLASS
= CL DOOR SEPARATION
KNN �•' PER TABLEIV
Q=¢ MN CLASS w w
F I-w SEPARATION F w
m m
' m j PER TABLE 2 W j F w AM VI I
LA JA
� xx€
-- -_ N F- IZ-Ow >ULL W 76
-
in 13 a woN N 13 zoMn y0 z4
_ I/2" ' 'Q C1 CONNECTION TYPE
1 w a o CE ANCHOR z n Q w
-N - 1/4"MAX.FROM PIN GUIDE 28 Q a SCHEDULE FOR MAX. u d 9 m o
TO BUSHING WASHER(TYP.) 250 N SPACING Q N N 3 U
TWO 1/4"0 WOOD
LAG SCREWS @ 24" C4 CONNECTION TYPE 7 S ,250" w W'�:
O.C.MAX.WITH 2" REFERENCE ANCHOR CI a
THREADED PENETRATION SCHEDULE FOR MAX.
g T"INTO CENTER OF 2X STUDS / SPACING r B 8
EMB."T' 14 SMS @ MIDSPAN BETWEEN /w G
m STUDS FOR TRACK TO 1"x 4" / EXISTING HOST STRUCTURE
o PLYWOOD lL TUBE CONNECTION w'
STUCCO FINIS 1"x 4"x.125"
6063-T6 ALUM.TUBE
THIS DETAIL TO BE USED WHEN STUD SPACING O DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL - m 6
d EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. SCALE+3 1'_0'• SCALE 3"=1'-0"
O WALL MOUNT SECTION THIS DETAIL MAY N rn a m
M
G w"I�d
SCALE:3"=1'-0" ALSO BE USED O zm E a
AT TOP U 4
gACCORDION SHUTTER w K a
B PER PRODUCT APPROVAL I- o —GLASS Fw- o
> MN GLASS OR DOOR 0 O
ZD
e _ = R PER SEPARATION
13 = N EXISTING WOOD(G=0.421 a
R APPLICABLE AT TOP N Z N Z TRUSS OR RAFTER
S AND/OR BOTTOM Q a XQ aQ @ 24"MAX.O.C. 1)-1/2';-1/2'
R 2"OR 3" F N E N - EXISTING FINISH
MATERIAL
d
1 2"MIN.- 5 6 1/4"MAX.FROM PIN GUIDE �+ o
TO BUSHING WASHER(TYP.) 2"x 5"x 1/0"6063-T6
8 / ALUM.ANGLE W/THREE I i I i L Q6'
2"x 3"x ye'x CONTINUOUS OR 2.175" 8 g 1/4"TILE(TYP.) 1/4"0 WOOD LAG w $$EB
2"x 2"x Va"x CONTINUOUS 1" FINISH MATERIAL SCREWS WITH 2-3/4" bag
6061-T6 ALUMINUM ANGLE MINIMUM THREADED $$$
3/4"PLYWOOD PENETR."T"IN WOOD @ 5 6
- 0.9"MIN.THICK 6061-T6 ALUM TRACK X L� --1/4"0 A325 GRADE THRU BOLT @ 7"D.C. EACH RAFTER OF TRUSS,
FASTENED TO ANGLE WITH 1/4-20 OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C. 24"O.C.MAX.WHERE
,u ANGLE FASTENED TO E bg
m EXISTING 3 KSI CONCRETE -- MACHINE SCREWS AT 3"FROM ENDS GALV.OR S.S. ANGLE EXTENDS BEYOND
HOST STRUCTURE WITH AND 9"O.C.FOR THE BALANCE LAST TRUSS MORE THAN a �
1/4"0 ELCO ULTRACON TO CONCRETE/CMU 6'•, EXTEND ANGLE TO w I 0 ELCO ULTRACONS AT EXISTING CONCRETE HOST 1. S"O.C.W/1-1/4"MIN.EMB. w3"FROM ENDS AND 4"O.C. .r NEXT TRUSS. w 2-1/2"MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW @ 9"O.C.W/1-7/B" wFOR BALANCE WITH R' MIN.EMB. IN WOOD SG=0.42.TO 0.55. 13 j N N=Li LI
3 MIN EMBEDMENT AND 2yz" MAX.DESIGN LOAD AT 5'-0°MAX SPAN: _=Z w
g EXISTING CONCRETE, F. m
MIN EDGE DISTANCE, t 62 P.S.F. HOLLOW BLOCK OR N ID 3 N Q COP(R1G FK"LBF1WA00PE.
STAGGERED WITH 3"MIN. MAX.DESIGN LOAD AT 6'-0"MAX SPAN: WOOD FRAMING.SEE2"x 5"x 1/8"CONT. Q z Q~ 15-2339
SPACING,TYP. t 52 P.S.F. ANCHOR SCHED. .h ALUM.ANGLE(6063-T6) F 0 a _
BASED ON TYPE OF G N PGE OESC ITf PON:
SCALE:NTS (MAX.
HD BUILDOUT MOUNT STRUCTURE ( DESIGN LOAD s 72 P.S.F.)
Hb PASS THRU DETAIL TRUSS MOUNT SECTION �9
SCALE.3"-1'-0" O SCALE:3"-1'-0"
=c
p11111111J9 DO,P.E.
EXISTING HOST ALT.LEG DIRECTION r/
STRUCTURE D SET ANCHORS WITH 7/8'MIN
EMBED IN OCONC CONINTS CRETE HOLLOW BLOCK,3"MINIMUM
12'MIN FROM EDGE OF ACCORDION ROUND WINDOW
EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 1/ SPACING,AND 3"MINIMUM EDGE DISTANCE S I•gIOp;7'
TOP OR BOTTOM -I AX X ANGLES
P 6 ALUMINUM ' ^1
ANPER BEAM END,SIZE No.
1/2" X// PER SPAN TUBE SCHEDULE *o •"i
EMBED. SPAN TUBE PER ^r
ACCESS HOLE DESIGN SCHEDULE '•�, '. �{ �'�rav ��°
U" 1/4-20 MACHINE BOLT W/NUT @ •
EDGE Or AC R
Q •
SHUTTER BLADESION u 12"O.0 OR 914 x 3J4"SMS 6"O.C.
TYPICAL,
m - 1/2"MAX.
u m '
5� u1
3"MIN 3 16 r° r11 <a 1` s
EDGE z=F 0 rums w-
2.875"0 HOLE(TO RECEIVE DISTANCE p MIN.GLASS 13 w z 3
ROUND WINDOW ASSEMBLY) A SEPARATION - O O W
EXISTING (t-
MAXIMUM OF 3 WINDOWS GLASS OR
PER EVERY OTHER BLADE DOOR- m uo W a ?:
1 3"MIN
LIGHT-N-VIEW WINDOW o E GE �1/2"MAX wN "°� E@
DISTANC w a.
8 N.T.S. EXTERIOR ELEV S 6 N
n-°• U 3 16 1/4"MAX.FROM PIN GUIDE n
00 w Z TO BUSHING WASHER TYP.
wa
O 1- a ACCESS 1/4-20 MACHINE BOLT W/NUT @
w c1 01/2" HOLE 12"O.0 OR#14%3/4"SMS 6"D.C. Y
2.875'0 HOLE TO SPAN TUBE PER
F RECEIVE ROUND EMBED. I
DESIGN SCHEDULE
d WINDOW ASSEMBLY 1/2• (2)6063-T6 ALUMINUM Nd ❑r1
ANGLES PER BEAM END,SIZE fig.p m
EXISTING PER SPAN TUBE SCHEDULE G�g$d
HOST 1/4°0 THRU BOLTS SEE BEAM O z m i
STRUCTURE SCHEDULE FOR REQUIRED NUMBERS v U
ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN 2£
EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM
g 0.125" 0.125° SPACING,AND 3"MINIMUM EDGE DISTAkE ✓� 5 W o
0.032^ 0.032" E 3
MAX.DESIGN LOAD=t 72 PSF a o
3 SPAN TUBE SECTION Q
0.196" N.T.S. VERT SECTION
o
4So // \� SPAN TUBE SCHEDULE
/ \ ALLOWABLE TUBE NUMBER OF NUMBER OF MINIMUMANGLE
ANCHORSPER
LL I I SPAN THRU-BOLTS LENGTH
ROUND TUBE SHUTTER ANGLE
8 I + i F s WINDOW SIZE SPAN
TOP BOTTOM TOP OOTTOM TOP ,BOTTOM TOP BOTTOM c
m} ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE o
1\ F 60" 123.8' 135.2' 2 2 2 _ 3 4_ 7"
2'k5'k 98 101.7' 106.9" 2 2 3 _ 3 7" 7" 6g
e 0.125" c i9
123' 89.9" 94.4" 2 2 3 3 7" 7"
7k89c 00" 129.1' 157.0' 2 2 2 3 4' 7"
96" 114.8' 124.1" 2 2 3 3 7" 7"
0.125^ 123" 102 8' 109.6" 2 2 4 4 10" 10" n
BO" 138.0• 198.9" 2 2 3 3 7"
Ifs 2'YB'kS1
02.875° 03.250" 1 '0.188" I 0.125 88' 122.7' 155.7" 2 2 3 4
1 123" 115.4' 137.6' 2 3 4 5
60" 158.1' 240.0^ 2 2 3 4
$' 2"x10'k - "0•�
3 \ 96" 140.6' 229.9" 2 3ty �y L
LIGHT-N-VIEW WINDOW / 01875" ,23" 1322' 203.1" - 3 n s 7 13" 19"
W PYitIGHf R W IX L 9E101N DO PE
29 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB \ - // SPAN TUBE SCHEDULE NOTES: 15.23^9
1. x3 xl 4 R x z "ANGLES FOR 2"x5"&2"x6"BEAMS.
2. USE 2"x5"xl/4"ANGLES FOR 2"x8"&2"x10"BEAMS. SCALE:
3. USE BEAM SCHEDULE FOR DETAIL 3/8. PaOE oESCRxPT1oR:
z 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER
CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS.
g 2 B LAD E W ROUND WINDOW 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND
BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, 99
ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS
8 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.' Q
6. LAP BEAMS ARE NOT r 7ALLOWED.
. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM.
z
S
ANCHOR SCHEDULE: CONCRETE o``�� .°°� Nqp'%,,�
2.5"MIN EDGE CE ,k1`i rL'/ '�O0''��
Spans Up To 6'-0" 5 ans U o 8'-3" Spans Up To 12'-0" ,•vi'1 ��
LOAD CONN TYPE CONN CONN
0 ANCHOR (ps0 '
x Cl C2 C3 I C4 I CS Cl I C2 1 C3 C4 CII C2 C3 C4 C5
1/4-ITW TAPCON ORELC0 43 16.0"16.0"15.0"16.0"16.0"16.0"16.0" 9.0" 13.0"16.0"16.0" 9.5" 5.5' 8.5" 14.5"
ULTRACON WITH 1-3/4" _53 16.0"16.0"10.5"14.5"16.0_'16.0"12.0" 7.0" 10.5"16.0"15.0" 7.5" 4.5" 7.5" 10.5" < •,•
EMBED(3192ps1 MIN CONC) 62 16_0"16.0" 8.5" 12.5"16_0"16.0" 9.5" 5.5" 8.5" 15.0"15.0" 7.5" 4.5" 7.5" 10.5" 0 ® �� 144
76 16.0"13.0" 7.0" 11:6"116_0"15.5" B.0" 5.0" 7.5" 11.5"15.0" 7.5" 4.5" 7.5' 10.5" 7 / B COMBINATION i
� - - 2 x S 1TVP. /
43 SSA" 7.5" 5.0 7..0 110.5"15.0" 7.5" 4.5" 3.5 10.5"15.0" 7.5" 4.5" 7.5" 10.5" �j•1 ,� 9 / 10 COMBINATION /��� 1
1/4"MILLENIUM MILLFAST 43 16.0"16.0"15.0"16.0"16.0"16.0" 16.0" 9.0" 13.5"16.0"16.0" B.S" 5.5" 9.0" 13.5" / (`/I �� ) 41 m b
WITH 1-3/4"EMBED(3275ps1 53 16.0"16.0"11.0"15.0"16.0"16.0"11.0" 7.0" 10.5"16.0"13.5" 7.D" 4.5" 7:5" 9.5"
MIN CONCRETE) 62 16.0"15.0" 8.5" 13.0"16.0"16.0" 8.5" 5.5" 9.0" 13.5'13.5" 7.0" 4.5" 7.5" 9.5" O ¢ Q Q Z 6
70 16.0"12.0" 7.0" 11.0"16.0"14.0" 7.0" 4.5" B.0" 10.5"13.5" 7.0" 4.5" 7.5" 9.5" ul
100 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" 13,5" 7.0" 4.5" 7.5" 9.5" `7 w m W "
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"113.0"116.0" / � 1 x S(TYP. 2 x 5 TYP. I�
W/2"EMBED(3350ps1 MW 53 36.0"16.0"16.0"16.0"16.0"16.0"16.0"10.0"15.5"16.0"16.0"10.0" 6.5" 11.0"114.0" ////�►► _3 m
CONC) 6 16.0"1fi.0"12.5"16.0"16.0"16.0"12.5" 6.0" t3. 6.0"10.0' 6.5" 11.0"14.0" J V can S
70 6.0"16.0"10.5"16.0"16.0'•16.0"10.5" 7.0" it 15.0" .0"10.0" 6.5" 11.0"14.0" �/ G W
16.0"110.0" 6.5" 11.0"14.0"16.0"10.0' 6.5" 11.0"14.0"16.0"10.0" 6.5" 11.0"14.0"
1"MIN EDGE DISTANCE NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING. ~D ¢
Cl cz C3 C4 Cs CI C2 C3 C4 CS Cl C2 C3 C4 Cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE:
1/4"ITW TAPCON OR ELCO 43 16.0"16.0" 7.5" 8.0" 16A"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 QO WITH OUTSIDE
ULTRACON WITH 1-3/4" 53 16.0"16.0" 5.5" 6.5" 16.0"16.0"12.0" 4.5" 16.0"14.5" 7.5"/ 10.0" ANCHORS ONLY n
m EMBED(3192psl MIN CONC) 62 16_0"15.5" 4.5" 5.5" 16A"16.0" 9.0" 4.0" 14.5"14.5' 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE®WITH m
4.0
70_16.0"12.5" " 5.0" 16: 0"15.0 7.5" /� 11 0"Sa.S" 7.5" 10.0" OUTSIDE ANCHORS ONLY
.,-. .. 100 14.5" 7.5",��������10.0"14,5" T5-- .0'
14.5" 7.5" 10.0" yut
1/4"MILLENIUM MILLFAST ,_436.0"16A 13
_1 "IIA" .5"16.B"16.0"13_0" 6.5 9.5" 16.0"13.0" 7.0" 4.0" 6.5" 10.5" W-.8
WITH 1-3/4"EMBED(3275ps1 53 16.0"16.0" 8.0" 11.0"16.0" 16.0" 9.0" 5.0" 7.5 16.0" 10.5" 5.5"/ S.5' 7.5" ANCHOR NOTES: p:$
b MIN CONCRETE) 62 16.0"11.5" 6.0" 9.0" 16.0"13.5" 7,0 9.0" 6.5" 11.0"10.5" 5.5" 5.5" 7.5' 1. SPANS AND,LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING U)
70 16.0"19.5" 5.5" 8.0" 16.0"11.5" 5.5" 5.5" 8.5" 10.5" 5.5"/5.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE c ro p m
100 10.5"15.5" 5.5' 5"7.5" 10. 5.5" 5.5" 7.5" U.S. 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). p`o
1.1/4"MIN EDGE DISTANCE Z A m
1/4"ALL-POINTS SOLID-SET - 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, D m<az
ou ANCHOR W/7/8"EMBED& Cl C2 C3 C4 CS Cl C2 C3 C4 CS CC2 C3 C4 CS
l ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR
1/4-20 55 MACHINE SCREW 43 16.0"16.0" B.5" 111.5"16.0"16.0"1_2.0" 5.5" 7.5" 16.0"12.5" 6.5" 3.o" 5.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER m >:
tt (3000ps1 MIN CONC) 53 16.0"15.0" 6.5" B.0" 16.0"16.0" 8.5" 4:0" 6.0" 15.5"10.0" 5.0"%4.0" 7.0'• THAN OR EQUAL TO SHUTTER SPAN.
ppa 62 16.0"11.0" 5.0" 7 0" 16.D"12.5" 6.5" 3.5" 5.0" 10.0"10.0" 5.0"/4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 1. 3
J 70 16.0" 9.0" 4.5" 6:0" 16.0"110.5"1 5.5" 3.0" 4.0" 8.0" 10.0" 5.0" 4.0" 7.0"
4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE
m 100 10.0" S.D., 4:0" 7.0" 10.0" 5.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0' BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER v
• 3"MINE GEDI E \ ANCHOR TYP BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE -
1/4"ALL-POINTS SOLID-SET -- '-- U CONNECT ON SEE CONNECTION DETAILS FOR IDENTIFICATION OF
ANCHOR W/7/8'EMBED& Cl C2 C3 U CS C3 C2 C3 C4 CS Cl C2 C3 C4 C5 CONNECTION TYPE. O
< 1/4-20 SS MACHINE SCREW 43 16.0"16.0"16.0"116.0"16.0"16.0"16.0' 11.5"1 . 16.0"16.0" 7.0"111.0"116.0"
(3000ps1 MIN CONC) 53 16.0"16.0"13.5"116.0"16.0"16.0" 14.0" 8.5" 1 16.0"16.0" 6.5" 5.5" 9.5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE
b 16.0"16.0"10.5"116.0"16.0"16.0" 11.0" 7.0" 16.0"16.0" 8.5" 5.5" 9.5" 12.0"
15 70 6.0"15.0" 9.0"114.0"16.0"116.0"19.0" 6.0' .0"16.0" 8.5" 5.5" 9.5" 12.0" U 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
16.0" 6.5" 5.5"
9.5" 12.0"16.0" e.s" 5.5' 12.0"16.0" s.5" s.s" 9.5" iz.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT
d 2.5/8"MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
9 1/4"POWERS SS DROP-IN - - FINISHES.
W/1/4-20 SS BOLTAND Cl C2 C3 ! C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS
1"EMBED(3000psi MIN 43 16.0"16.0"14_0"'16.0"16.0"16.0"14.0" 8.0" m
14.0" 7.5" 5:0" 8.o" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS a "
CONIC) 53 16.0"16.0" I.V. 14.0"16.0"16,0" 9.5" 6.0" 11.5" 6.0" 4.0" 7.0" 8.0" VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING 888 n
62 16.0"12.5" 7.5" 12.0"16.0"14.5" 7.5" 5.0" 11.5" 6.0" 4.0" 7.0" B.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR gg
SIDE CLOSURE PIECES. Rim g
70 16.0--110.0"16.5" 10.5"16.0"12.0" 6.0" 4.0" 11.5" 6.0" 4.0" 7.0" 8.0" F9`
100 11.5"16.0" 4.0" 7A" 8.0" 11.5" 6.0" 4.0" 11.5" 6.0" 4.0" 7.0" B.0" 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER
y 3-1/2"MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x4"(MIN.)WOOD STUD.3/4" y
1/4'POWERS SS DROP-IN --- -- EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. TAG SCREWS SHALL
m W/1/4.20 SS BOLT AND Cl C2 C3 C4 I C5 Cl I C2 C3 C4 CS Cl C2 c3 U C5 HAVE PHILLIPS PAN HEAD OR HEX HEAD: g 'agyyy@5&
m 1'EMBED(3000ps1 MIN 43 16.0"116.0"115.0"116.0"116.0"116.0"114.5"1 9.0" 13.5 16.0"15.0" 7.5" 5.0" 9.0" 12.0" 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/7."ENGAGEMENT OF THREADS IN 55
CONIC) 53 16.0"16.0"10.5'15.0"Ifi.O"16.016.0 10.0" 6.5" 10.5"16.0"12.0" 6.0" 4.0" 7.5" 6.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER S
62 16.0"13.0" 8.0--112.5"116.0"115.0"I 8.0" 5.0" 9.0" 12.0"12.0" 6.0" 4.0" 7.5" B,5" HEAD(SIDEWALK BOLT),U.O.N.
d 4
70 16.0"10.5" 7.0" 11.0"16.0"12.5'';6.5" 4.5" 8.0" 9.5" 12.0" 6.0" 4.0" 7.5" 8.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
~ 100 12.0" 6.0" 4.0" 7.5" 8.5" 12.0"!6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5' s t= aa 11.9
2"MIN EDGE DISTANCE DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, a d a a
#12 SMS W/2"EYEWALL CI C2 C3 C4 CS CS C2 C3 C4 CS Cl C2 C3flC4C5C5 NUT OR WASHER WINGNUT. COPYPoCMFWYIX LBENIUI.DOP.E
ARMOR INSERT W/2"EMBED 43 16.0"16.0"11S'14.0"16.0"16.0";16.0" 7.5" 10.0"16.0"16.0" 9.0" 4.5 13.5" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 155_2339
(200opsl MIN CONC) 53 16.0"16.0" 8.5" 11.0"16.0"16.0"111.5" 5.5" 8.0" 16.0"14.0" 7.0" 3.5 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO SCALE.
9 62 16.0"15.0" 7.0" 9.5" 16.0"16.0"i 9.0" 4.5" 6.5" 14.0"14.0" 7.0" 3.5 10.0" DRILL INTO HOLLOW BLOCK NORSHOGLD IMPACT DRILLS BE USED TO INSTALL PAGEp PGE DESC[�C ILPTION:
S 70 16.0"12.0" 6.0" 8.0" 16.0" 14.5" 7.5" 4.0" 6.0" 10.5"14.0" 7.0" 3.5 10.0" CONCRETE SCREWS TO HOLLOW BLOCK
100 14.0" 7.0" 3.5" 5.5" 10.0"14.0"'7.0" 3.5" 5.5" 10.0"14.0" 7.0" 3.510.0"#12SMSW(2.75'EYEWALL 43 MD"16.0"16.0"16.0"16.0"16.0";16.0"10.0"14.0"16.0"16.0"11.5" 6.016.0"ARMOR INSERT W/2.5• 53 16.0"16.0"12.0"L6.0"16.0"16.0"115.0" 7.5" 11.0"16.0"16.0" 9.0" 5.013.0"EMBED(2000ps1 MIN CONC) 62 L6_0_'16.0" 9_5" 13.5"16.0"16.0"I ." 6.5" 9.5" 16.0"16.0" 9.0" 5.0 13.0" n6.0"16.0" 8.0" 11.5"16.0"16.011 9.5" 5.5" B.5" 14.0"16.0" 9.0" 5.0 13.0"50" 8.0" 13.0"16.0"'1 9.0" 5.0" B.0" 13.0"16.0" 9.0" 5.0 13.0"
S
ANCHOR SCHEDULE: CONCRETE (CONT.) `�c ^+ IFN/Njq'9p'''�
2-3/16"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE •IJY/ J'2:.
Spans Up To 6•0" Spans Up To B'-3" SDanS UD To IZ'-0" Soans Up To 6'•0" Spans UD To 8'-3" Spans UD To 12'•0"
LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE
_ ANCHOR (psf) Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 I C4 CS Cl C2 C3 C4 CS
5/16"I7W TAPCON XL WITH 43 16-0"16.0"16.0"16.0"16.0"16.0"16.0"12.0"16.0"16.0"16.0"11.0"1 7.0" 12.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"12.5"16.0"16.0"16.0"11.5" 7.5" 12.0"76.0" •Q,;°
1-3/4°EMBED(2899ps1 MIN 53 16.0"Ifi.0"F6..,
16.0"16.0"16.0"14.5"i 9.0" 14.0"16.0"16.0" 9.0" 6.0" 10.0"12.5"16.0"16.0"14.5"16.0"16.0"16.0"35.0" 9.0" 14.5"16.0"16.0" 9.5" 6.0" 10.5"13.0" y m•`CV
CONC) 62 16.0"16.0" 16.0"16.0"16.0"11.5"1 7.5" 12.0"16.0"16.0" 9.0"1 6.0" 10.0"32.5"16.0"16.0"11.5"16.0"16.0"16.0"11.5" 7.5" 12.0"16.0"16.0" 9.5" 6.0" 10.5"13.0"
70 16.0"15.5" 15:0"16.0"16.0" 9.5"1 6.0" 10.5'13,5"16.0" 9.0"I�6.0" 10.0"12.5"16.0"16.0"30.0"15.0"16.0"16.0"10.0" 6.5" 10.5"14.0"16.0" 9,5" 6.0" 10.5"13.0"
100 16.0" 9.0" 10.0"12.5"16.0" 9.0" 6.0" 10.0"12.5'16.0" 9.0" 6,0" 10,0"12.5"16.0" 9.5" 6.0" 10.5"13,0"16.0" 9.5" 6.0" 10.5"13.0"16.0" 9,5" 6.0" 10.5-
10
0.5"
5/16"ELCO ULTRACON WITH 43 16.0"16.0" 16.0"16.0"16.0"16.0"13.5"16.0"16.0"16.0"12.0" 8.0" 13.5'16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"15.0"16.0"16.0"16.0"13.0" 9.0" 15:0"
fW; I-3/9"EMBED(3500psi MIN 53 16.0"16.0" 16.0"16.0"16.0" IS.S'10.0"16.0"16.0"1fi.0" 9.5" 6.5" 11.5"13.5"16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.0"16.0"16.0"16,0"10.5" 7.5" 12.5"15.0"
rc CONC) 62 16.0"16.0" 16.0"16.0"16.0"12.0" 8.0" 14.0"16.0"16.0" 9.5" 6.5" 11.5"13.5"16_0"16.0"14.0"16.0"16.0"16.0"13.5" 9.0" 15.0"16.0" 16.0"10.5" 7-5" 12.5"15.0" Lha
z 70 16.0"16.0" 16.0"16.0"16.0"10.0" 7.0" 12.0"14.5"16.0" 9.5" 6.5" 11.5"13.5"16.0"16.0"LI.S"16,0"16.0"16.0"11.0" 7.5" 13.0"16.0"16.0"10.5" 7.5" 12.5"15.0"
u 100 16.0" 9.5" . 11.5"13.5"16.0" 9.5" 6.5" 11.5"13.5"16.0" 9.5" 6.5" 11.5"13.5"16.0"10.5" 7.5" 12.5"15.0"16.0"10.5" 7,5" 12.5"15.0"16.0"10.5" 7.5" 12.5"15.0" L�Lu} ti_ 3:
1/4"304 SS POWERS TAPPER 1-1/2"MIN EDGE DISTANCE _ 3"MIN EDGE DISTANCE W 3 3 m
W/1-3/4°EMBED(3000ps1 Cl C2 C3 C4 CS CI 14.S3.0
3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 CS C2 C3 C4 C5 Cl C2 C3 C4 CS En m 3 x
g MIN CONC) 43 1fi.0"14.5" 6.5" 8.5" 16.0"12.5" 0" 6,0" 12.5" 7.0'_ 3.5" 4.0" 5.5" 16.0"16,0"13.5"16.0"16.0"16.0"14.0" 8.0" 12.0"16.0"14.5" 7.5" 4.5" p,0" 11.5" O g
6 _ _ -
53 14.0" 8.5" 4.S' 6.5" 14.0" 9.0" " 4.5" 9.0" 6.0" 3.0" 3.0" 4.0" 16.0"16.0" 9.5" 13.5"16.0"16.0" 9.5" 6.0" 95" 16.0"12.0" 6.0" 4.0" 6.5"4.0" 6.0" 6.0" 3.0" 3.0" 4.0" 16.0"13.0" 7.5" 11.0"16.0"14.5" 7.5" 5.0" 8.0" 12.0"12.0" 6.0" 4.0" 6.5" 8.5"70 3.5" 4.5" 6.0" 3.0" 3.0" 4.0" 16.0"IO.S" 6.5" 10.0"16,0"12.5" 6.5" 4.0" 7.0" 9.0" 12.0" 6.0" 4.0" 6,S' tl.5"
100 6.0" 3.0" 3.0" 4.0" 6.0" 3.0" 3.0" 4.0" 6,0" 3.0" 3.0" 4.D" 12.0" 6.0" 4.0" 6,5" 8.5" 12.0" 6-0" 4.0" 6.5" tl.5" 12.0" 6.0" 4.0" 6.5" 8.5"
e
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
1"MIN EDGE DISTANCE 2-1/2'MIN EDGE DISTANCE W{ E
Spans UD To 6'•D" ns LIP To 8'-3" Spans UD To 12'-0" Spans Up To 6'-0" Spans UD To B'-3" Soans
G LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE m
d = ANCHOR (psf) Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 1 C3 C4 CS Cl I C2 I C3 I C4 C5 Cl C2 C3 C4 CS M ^1
1/4"ITW TAPCON WITH 43 8.5" 7.0" 3.5" 8.5" 6.0" 3.5" 6.0" 3.5" 11.5"1046.0" 3.5"
0" 50" 6.5" 11.5" 6.5" 4.5" 3.0" 4.5" B5" 4,5" 3.0" 4.0" } O n
_ ❑o
1-1/4"EMBED 57 7.0" 4.0" % / ° 7.0" 4.5" 4.5" �� / / 9.5" .0" 9.5" 6.0" 3.0"62 5.5" 3.0"7/i' 60" 35"• / 8.0" .5" 8.0" 5.070 4.5" 6.5" 5 6.5" 4.0_..
1/4"ELCO ULTRACON WITT1 43 13.6"10.5" 6.5" 13.0" 9.0" 9.0" 13.0"30.5' 4.5" 6.0" 13.0" 9.0" 5.0" 3.0" 4.0" 9.0" 5.0" 4.0" �✓• ❑
5
8 1.1/4"EMBED 53 10.5" 6.5" 10.5" 6.5'• 6.5" 10.5" 6.5" 3.5" S. 10.5" 6.5"; 3.5" 3.5" 6.5" 4.0"
62 8.S' 9.0" 8_5" 4,5 -4.0" 9.0" 5.0"�
70 7.0" 7.5" 7.0" 3.5" 3.5" 7.5"
100 4.0 3.0 4.0"1 3.0"
O 1/4"MILLENIUM MILLFAS7 43112.5"110.5"14.0" 5.0" 12.5" 9.0" 5.0" 9.0" 5.0" 4.0" 13.5"11.5' S.5" 7.5" 13.5"10.0'5 5.5" 5.0" LOX..
m ANCHOR W/1-1/4"EMBED 53 10.0" 6.0" 4.0" 10.0" 6.5" 6.0" 4.0" 11.0" 6.5" 4.0" 5.5" 11.0" 7.0 4.0" 7.0" 4.5"
62 8.0" 4.5" 8.5" 5.0" 4.0" 4.0" 9.0" 5.0" 5.0" 9.5" 5.5"
70 6.S' 7.0" 4.0" 4.0" 7.5" 4.0" 4.0" 8.0" 4.5" 4.5"
F z TDO 4.0" 4.0" 4.0'• 4.5" 4.5" 4.5"
u 1-1/4•MIN EDGE DISIANCE 2"MIN EDGE DISTANCE
LL 1/4"ALL-POINTS SOLID-SET -- - - - _.._.-
9 O ANCHOR W/7/8"EMBED 8 C1 C2 C3 C4 C5 Cl C2 C3 64 CS Cl C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 C5 C1 C2 C3 C4 CS o nen
-' 1/4-20 SS MACHINE SCREW 43 15.0"13.0" 5.0" 6.0" 15.0"11.0" 6.0" 3.0" 4.0" 11.0" 6.0" 3.0" 5.0" 16.0"16.0" 8.5" 10.0"16.0"16.0"10.5" 5.0" 7.0 16.0" T.
z 53 12.5" 7.5" 3.5" 4.5" 1.2.5" 8.0" 4.0" 3.5" 8.0" 5.0"% 3.5" 16.0"13,0" 6_0" 8.0" 16.0"14.0" 7.5" 4.0" 5.5" 13.5" 9.0" 4.5" 4.0" 6.5" ,a6
62 10.0" 5.5"./ 4.0" 10.5" 6.5" 3.0" 5.0" 5.0" 3.5" 16.0" 9.5" 5.0" fi.5" 16.0" 3.0" 4.5" 9.0" 9.0" 4.5" 4.0" 6.5" gel
.� 70 8.5" 4.5" 3.5" 9.0" 5.5" 4.0" 5.0" 3.5" 19.5" 8.0" 4.0" 6.0" 15.5" 9.5" 4.5" 4.0" 7.0" 9.0" 4.5" 4.0" 6.5"
_-. ..-
E 100 5.0" 3.5" 5.0" 3.5" S.0" 3.5" 9.0" 4.5" 4.0" fi.5" 9.0" 4.5" 4.0" 6.5" 9.0" 4.5" 4.0" 6.5"
5116"ITW TAPCON XL WITH _ 3"MIN EDGE DISTANCE 4°MIN EDGE DISTANCE
1-3/4'EMBED -Cl C2 C3 C4 CS CI C2 C3 C4 CS Cl C2 C3 C4 CS C1 C2 C3 C4 CS CS C2 C3 C4 CS Cl C2 C3 I C4 C5 5R
43 16.0" 9.0" 12.0"16.0"14.0" 7.5" 5.0" 8.5" 14.0 8.0" 4.0" 3.0" 5.5" 6.5" a e
53 15.5" 9.5" 6.0" 9.5" 15.5"ID.0" 5.0" 6.5" 10.0" 6.5' 4.5" 4.5" ag@d$
62 Fill 13.0" 7.0" 4.5" 6.0" 13.0" 8.0" 4.0" 5.5" 6.5" 6.S' 4.5"
1p.5" 5.5" 4.0" 7.0" 11,0" 6.5" 5.0 5.0" 6.5" 4.5" 4.5" d a
100FEEMEN/m16.53.0" 4,5" 4.5" 6.5" 4.5" 4.5" 6.5" 4.5- 4.5" aggggg
5333 1-9/16"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE
5/16°ELCO ULTRACON WITH Cl C2 C3 C4 C5 CI_j C2 C3 I CA I CS I Cl I C2 C3 I C4 CS Cl C2 C3 C4 CS I Cl I C2 I C3 C4 CS I Cl C2 I C7 I C4 I C5 COPYNTMFRMMLBDNMW P.E
1-1/4"EMBED 43 12.0"10.0"
Eso 56.
8.0 " " .
PSACAGLE ED'
ESCRIPION
17 :53 15-2339
6
7 0 7.00
100
ANCHOR NOTES:SEE SHEET In
9 FOR ANCHOR NOTES.
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK 111" '�g00,P.E.
_ 2"MIN EDGE DISTANCE
Spans UD To 6'-0" SDans UD To 8'-3" Soans Up-0 12'-0"12'-0"c
2'-0" 3�<( ,••�•
(� LOAD CONN TYPE CONN TYPE CONN TYPE
S ANCHOR (psf) C1 C2 C3 C4 CS C1 C2 I C3 I C4 CS C1 C2 I C3 I C4 I CS a o.465
#12 SMS W/2"EYEWALL 43 16.0"16.0" 7.5" 9.0" 16.0"15.5" 8.5" 4.5" 6.5" 15,5" 8.5"
10.55.01,
z Om
A3..55"" 75..00""ARMOR INSERT W/1-1/4" 53 160 7.0 16.0 10" 6.0 3.5" 5.0" 10 7.0" J317.0"7.0"6.0 14.5" 5aEMBED 62 14_0"0 7,5 5.5" 7 3.5 5.0 11.5' 3.5 5.0"7.0" 3.5" 5.0
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ANCHOR SCHEDULE: WOOD (G=O.SS)
3/4"MIN EDGE DISTANCE u LL
_.. (1 Q (7 a p6
G
Spans UD To 6'-0" Spans UD To 8'-3" SDans UD To 12'-0" �j M m z o
rn
LOAD
CONN TYPE CONN TYPE CONN TYPE 1'W'Ci
HO ANCHOR W a
CI C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2 I C3 C4 C5 w w
1/4"LAG SCREW WITH 1-3/4" 43 16.0"16.0"11.5'12.5"16.0•'16.0"16.0" 7.5 9.0" 16.0"16.0"14.5" 4.5" 6.0" 16.0"
MIN THREAD PENETRATION 53 16.0"16.0" 8.5" 10.0•'16.0•'16.0"16.0" 6.0" 7.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0" o w m x
62 16.0"16.0" 7.0" 8.5" 16.0'•16.0"14.5" 5.0" 6.0" 16.0"16.0"11.5" 4.0" 5.0" 16,0" yw••
_ 70 16.0 16.0" 6.0" 7.5" 16.0"16.0"12.5" 4.0" 5.5" 16.0"16.0"*3.5"" n
0" 16.0" p
100 16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0"16.0•' 0" 16.0" a
WOOD BUSHING WITH 43 16_0"16.0" 8_0" 10_0"16_0"15.5" 8.5" 4.5" 7.0" 15.5" 8.5" 5" 7.0"
o
1.13"MIN EMBED @ 1/4-20 53 16.0"10.5" 5.S' 8.0" 16.0"11.0'• 6.0" 3,5" 5.5" 11.0" 7.0" .0" I.W.
m 55 MACHINE SCREW 62 14.0" 8.0" 4.5" 6.5" 14.5" 9.0" 4.5" 3.0" 4.5" 7.0" 7.0" 0" 5.0" m
❑ •Lsmn 70 12.0" 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" 4.0" 5.5" 7.0" 0" 5.0"
OO 1'"'801811881 100 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4,0" 5.0" 7.0" 0" 5.0"
3 #14 SMS OR#14 WOOD 43 16.0"16.0" 12.5'•14.5"16.0"16.0"16.0" 8.0" 10.0"16.0"16.0"11.5"IV
" 7.0",16.0" y.
SCREW WITH 1-3/4"MIN 53 16.0"16.0" 9.0" 11.5•'16.0"16,0"I5.0" 6.0" 8.0" 16.0" 16.0" 9.5" 5.5f13.0"THREAD PENETRATION 62 16.0"16.0" 7.5" 9.5" 16.0"16.0"11.5" 5.0" 7.0" 16.0"16.0" 9.5" 5,5" 13.0" F70 16.0•'16.0" 6.5" 8.5" 16.0" 16,0"10.0" 4.5" 6.0" 14.0" 16.0" 9.5"100 16.0" 9.5" 4.0" 5.5" 13.0"16.0" 9.5" 4.0" S.S' 13.0"16.0" 5"
ANCHOR SCHEDULE: WOOD (G=0.42) Zm
3/4"MIN EDGE DISTANCE
b G Soans UD To 6'-0" Soans UD To 8'-3" SDans UD Ta 12'•0" (�'- w
O
Tt LOAD CONN TYPE CONN NPE CONN TYPE 'E 3 p I
d i ANCHOR (Dst) CI C2 C3 C4 CS C1 C2 C3 I C4 I CS I C1 I C2 C3 I C4 I CS a o g
1/4"LAG SCREW WITH 1-3/4" 43 16.0"16,D" 9.0"110.0.1 16.0"16.0"16.0" 5.5" 7,0" 16.0"16.0" 9.5" 3.5"1 4.5" 15.01• m <
MIN THREAD PENETRATION 53-16.0"16.0" 6.5"1 8.0" 16.0"16.0"12.5" 4.5" 5.5" 16.0" 15.0" 7.5": 3.0" 40" 11_0"
ti 62
aR v, 16.0"16.0" 5.5" 6.5" 60 60 95 3.5" 5.0" 15.0"15.0" 7Y1 3.0" 4.0" 11.0--
70
1.0"70 16.0 3.5 4.5" 6.0" 16.0"16.0• 8.0" 3.0" 4.0" 11.5"15.0" 7.5" 30" 4.0" 11.0"1LfL�O,i
o
�y
h � 100 15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7.5".!3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4.0" 11.0"
#14 SMS OR#14W DOD 43 16.0"16.0" 8.5" 10.5"16.0"16.0'•12.5'1 5.5" 7.0" 16.0" 17.0" 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" S.S.- 16.0"10,5" 5.5" 2.5" 4.0" 7.5"
3 THREAD PENETRATION -5.0'-'- -'- --'
62 16.0"11.5" 5.0" 7.0" 16.0"13.0" 6.5" 3.5" S.0" 10.5" 10.5•• 5,5" 2.5" 4.0" 7.5"
u 70 16.0•' 9.5" 4.5" 6.0" 16.0"11.0" 5.5" 3.0" 4.0" 8_0" 10.5" 5.5" 2.5" 4.0" 7.5" _ y
_ ._. -- min gg
IOD 10.5' S.5" 2.5" 4.0" 7,5" 10.5" 5.5" 2.5" 4.0" 7.5" 10.5" 5.5" 2.5" 4.0"1 7.5"
ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK
_ 4"MIN EDGE DISTANCE _ _ ❑ J7
fj
Spans UD To 6'-0" SP,
UD To 8'-3" ns SoaUD TD 12'-0" Qg
LOAD CONN TYPE CONN TYPE CONN NPE Qpp
_ ANCHOR (psN CI C2 C3 C4 CS CI C2 C3 1 C4 I C5 CI I C2 C3 I C4 I CS 6a 0
5/16"IN7 TAPCON XL W/ 43 160"16.0"16.0"16.0"16.0 16.0"16.0" 13.0;:116.0::16.0" 16.0"15.0" 9.0_' 14.0"16.0" CI §
,A 2-1/4"MIN.EMBED 53 16.0"16.0"16.0"16_0'•16.0"16.0"16.0"11.0 16.0"16.0" 16.0'•12.0" 7.5" 12.0"16.0"
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.D"16.0" e y
e _ 70 16.0"16.0"11.5"16,0"16.0 16.0"12.5" B.0" 12.5"16_0" 16.0"12_0" 7,5"112.0"16.0"
9 IDO 16.0"12.0" 7,5" 12.0"16.0"16.0"12.0'• 7.5" 12.0"16.0" 16.0"12.0" 7.5'•112.0"16.0" too 8I B #
S ❑�5/16'ELCO ULTRACON W/ 43 16.0"16.0"10.5"14,0"16.0"16.0•'10.5' 6.5" 9.5" 16,0•' 11.0" 5.5" 6.5" 9.0" WPYAIO81fRNa(L N9#W+➢OPE
O 2.1/4"MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16.0"14.0'• 7.5"V7.5" 13.5•'_ 9.0" /�� /. 6`5"
62 16.0"10.0" 6.0" 9.0" 16.0"11_0" " 9.0" 9.0"4� 6s' 15-2339
70 15.0" 8.0" 5.0" 8.0" 15.5" 9.5" 7.0" 9.0" 6.5" SCALE.
Z _ 100 9.0"�5.5" 6.5" 9.0" 5.5" 6.5" D(VF.IE �f}t115CRIp otl
5 V _ 2"MIN EDGE DISTANCE
.,_Ci C2 C7 C4 C5 C1 C2 C3 C4 C5 CI C2 C3 C4 CS -
#12 SMS W/2"EYEWALL 43 16.0'•16.0" 9.5" 11.5"16.0'•16.0" 14.0" 6,0" 8.0" 16.0"14.5" 7.5" 3.5" 5.5" 11.5' D9�
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 Ifi.0"13.0" 5.5" 7.5" Sfi.0"14.5" 7.5" 3.5" 5.5" 12.0"11.5" 6.0" 3.0" 4.5" 8.5"
70 16.0'•10.5" 5.0" 6.5" 16.0"12.5" 6.5" 3.0" 4,5" 9.0" 11.5'• 6,5" 3.0" 4.5" 8.5" ANCHOR NOTES:SEE SHEET
--- - 9 FOR ANCHOR NOTES.