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Property Information Building Information
Owner: Giordano Wind Zone: 150 MPH.
Address: 38 Las Casitas Exposure CategoryB
Ft Pierce,F134951 Minimum Building Dimension: 15 ft.
Mean Roof Height: 15 ft.
Risk Category: II
Design Pressure Calculations j
Opening Location Device Device Device Max Positive Max Negative
Number Zone Width(in) Height(in)__] Elevation(ft) Pressure(psf) Pressure(psf)
1 End 53 55 7 -J 27.2 -35.6
2 Int 26 35 7 28.5 -31.0
3 Int 26 35 7 28.5 -31.0
4 Int 74 55 7 i; ! 26.6 -29.0
5 Int 112 83 7 SII 25.1 -27.5
6 End 114 84 7 I I 25.0 -31.2
7 End 107 82 7 25.2 -31.5
8 Int 53 55 7 27.2 -29.7
9 Int 53 55 7 j 27.2 -29.7
10 Int 27 55 7 28.5 -30.9
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Prepared in accordance with:ASCE 7-]0,Chapter 30. Wind Loads-Components and Cladding.,�(h.Editionl x'7.0!4)Florida Building Code.
Page 1 of 1 ----ii _.�-- ---------—
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Product Approval Menu>Product or ApDlication Search>Application Lis[>Application Detail
i
FL# L13;7S7+It5
Application Type Revision _
Code Version 2-0L4
Application Status ^V 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 I
I
Authorized Signature Frank Bernardo
frank@engexp.com
I
Technical Representative Thomas B.Johnston ,j
Address/Phone/Email 400 west McNab Rd. I
Ft. Lauderdale, FL 33309
(954) 970-9999 1.
tomj@tc-alum.com
I
•I
Quality Assurance Representative
Address/Phone/Email
Category F_5}iutter-s
=z, n ,:
Subcategory aAccordion,'
Compliance Method Evaluation Report from.'a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-''Hardcopy`Received
Florida Engineer or Architect Name who developed Frank L. Bernardo, P.Ei
the Evaluation'Report
Florida License PE 0046549
Quality Assurance Entity National Accreditation&I Managemlent.Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By ORLANDO L. BLANCO, P.E.
�. Validation Checklists-Hardcopy Received
I
Certificate of Independence FL13757 R5 COI Index 2.odf
FL13757 R5 COI Indeb 3.odf
FL13757 R5 COI Indeo.odf
I
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 1.994
s
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL13757 R5 Eauiv Eauiv 2.1)df
FL13757 R5 Eauiv Eouiv 3.1)df
FL13757 R5 Eauiv Eouiv.odf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/21/2015
Date Validated 04/29/2015
Date Pending FBC Approval 05/06/2015
Date Approved 06/22/2015
Summary of Products
FL# Model, Number or Name Description
13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL13757 R5 II Dwo.odf
Approved for use outside HVHZ: Yes Verified By: Frank L. Bernardo, P.E.PE0046549
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:See installation drawings for allowable FL13757 R5 AE Eval.pdf
span/pressure combinations and additional limitations of Created by Independent Third Party: Yes
use.
13757.2 8 Stlea'miine Sh iter Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL13757 R5 II Dwa 2.odf
Approved for use outside HVHZ: Yes Verified By: Frank L. Bernardo, P.E. PE0046549
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:See installation drawings for allowable FL13757 R5 AE Eval 2.pdf
span/pressure combinations and additional limitations of Created by Independent Third Party: Yes
use.
13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E"
for use with essential facilities and wind zone 4 applications.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL13757 R5 II Dwa 3.1)df
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, FL13757 R5 AE Eval 3.odf
anchorage,etc. Created by Independent Third Party: Yes
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Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-4 7-1824
The State of Florida is an AA/EE0 employer.Copyright 2007-2013 State 91 Florida.::Privacy Statement:f Accessi ility 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 nc:wish to
�supp!y a personal addr._ss,please provide the Department with an email address which can be made available to the public.Todetermineif you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
Credit Card
Safe
6.8 STREAMLINE SHUTTER
FOR USE WITHIN AND OUTSIDE THE HVHZ
• t;
.GENERAL NOTES:
- No.46
1. THIS SYSTEM HAS BEEN TESTED.AND EVAL?FATED IN ACCORDANCE WITH THE FLORIDA BUILDING y�'
CODE,FOR USE,WITHIN A.N- OUTSIDE THE,ICH VELOCITY HURRICANE ZONE,AND THE
1NTER.NATIONAL BUILDING CODE{IIBCI AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM UNLIMITED WIDTH--------ISl-'O- A QF :gz°
MEETS MISSILE LEVEL"D"AND INCLU6DES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09,
a y
SEE PRODUCT EVALUATION.REPORT FOR MORE INFORMATION, SECTION 4
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE
-DETERMIN=D PER.SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE TOP TRA L'ki
RE^�t119EMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE
FLOH& BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN � >u�
PRESSURE CAPACITY VALUES LISTED HEREIN FOR AN TY ASSEMBLY AS SHOWN,
3 TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330.
4, DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 r m w°ga
SAFE'T';.FACTOR, ~
E HIE.YSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND PLAN vlEw W 3
ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL 3
CRITERIA IS:INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION.
y 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND y
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. o o
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE a= e
DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR
,V IND LOADCALCUtATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd-0.85
tom, SHALL 2E USED, z
8. TH+ SYSTE1�DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC
SITE, £w
9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL
ONLY&E USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME
PRODUCT APPROVAL,USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER " su
ti61G15-23 OF THE FLORIDA ADMINISTRATIVE.CODE.
a 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE q Q }�1�a j
$ CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR
VERIFIES-SHAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. �� w
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL z u�
DOCUMENTS, HURRICANE PROTECTION BOTTOM E
12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BU . C
OFFICIAL MAY REQQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND ILDING
TRACK
a SEALED BY A LICE SED, OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE
DEVIATION.AS A CONDITION.TO THE BUILDING OFFICIAL GRAkTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE E 3
`� 13. EACH SHUT i ER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS a p s
m INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION
FORT LAUDERDALE FL 1 SHUTTER ELEVATION � E
h1ISSILI= LEVEL D-ASTM 1=1886,E1996&E330
` TAS 201,202&203 N.T.S.
FLORIDA BUILDING CODE APPROVED TABLE 2' S EXTERIOR ELEV
r 14. ALL EXTRUSIONS SHOWN SHALL BE 606$-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25
R15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS
d MINDMUM TENSil E STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052
- ALUM.ALLOY.- - -- ._ --... - NON-HVHZ ESSENTIAL to=m pi
16 ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ
'SOX LOCK AT CENTER OR SIDE CLOSURE, FACILITIES
�
A 17. TOP AND-BOTTOWDE1AILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SHUTTER 2
'FLOOR TRACKS MAY BE REMOVABLE-AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS.
r 19 MOUNTING EXTRUSIONS MAYBE BENT TO FORMA CURVE WITH A-MIN.RADIUS OF 10". S:___ _- __ - _ - --- - '--
PAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS 5 .
Yy-20 -A-L=L a icNSIONSSHOV:N'[iJCLUDE POWDER COATING FINISH. -- - -=_ - -= -_-_- _- - -.--- <30`ABOVE ` >30`ABOVE -S 30'A80VE >30'ABOVE i
21. ALI STEIN CONTACT WITS ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE
22. SHUTTER-MAY BE 14STALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK, 7Z" 2-1/4" 1.5/8" 2.3/8"
23: SEALANT SHALL BE USfD'ON,ANCHOR5 OR TRACKS WHEREVER WATER SEEPAGE 15 POSSIBLE. - H
F. 99'• 3-112" 1.718"' 3.5/8" 1-710" 5
.
5'�
2.
4-11$ 4-1/4"
?ABLE 1 NOTES: 144 7 2"
DESIGN PRESSURES SHOWN IN ACCORDION
oCGIDInNSFUTTE11 a k g
5 �
SHUTTER SPAN SCHEDULE"ABOVE ARE TABLE 2 NOTES: 3 `e
s1, K MAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA.
SPANS SCH DUL.E AT EACH RESPECTIVE SHUTTER SPAN, 2, A[SR=FIVH2:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-
2• LINEAR INTERPOLATION BETWEEN SHUTTER nzRrrir- 15-2339
SHUT EH DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND
BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF SHE HVHZ,PROVIDED THAT SHUTTER HAS A scntE:
SPAL_J I pRF55URE PRESSURE DESIGN PRESSURES FOR THF.NEXT HIGHER MINIMUM SPAN OF AT LEAST 30", Mace oescwvnon:
(PSE+', ,{PSr1 SPAN SHALL SE USED. 4. INSTALLATIONS IN WIND ZONES I THROUGH 4 OUTSIDE Of THE HVHZ WITH SPANS LESS THAN 30"SHALL
•I'--- HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN s 3D'ABOVE GRADE,AND 1-5/8"WHEN>30'
F� i2" 1c0 too
ABOVE GRADE.
i0.
S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE STM
1I _� INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED.
12_05 53 53 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH A
L - i44' D� { -40 E1996-09.
=T" •--'+
c�`
PROJECTION VARIES SStij11 ,6,EFY "7/y�
0.115^2.874° 4.674"MAX.
0,080" d.
T $ 0.062" 0.450" uoi
0 0 0.12_" 1.708" 0.100" 1.830 0.062" ~.*.
0.100" NI i --t» 0.080" 0.053" .. �* g� :71C
T-0-19 s, 0.446" i 0.195" o 2.820" 3 �� b
11A---...... 0.050" 0.070" 0.060" iv •' +
0.125" ..� .,.._.__ 0.530" 0.630" 0.062" 1.993"
0.143"
C.630" O:J52" .vr 0.630^ 0.062° �`r I I_L 0.096"' `1. 7ow4 {i,1 +
.069"-3 t'�'0.471" }•0.971"} O.iM13" !/// u d 4
i[Cr�T0,2o0 -� 0.062"� 0 060" 0.06 r 0.630" �_
}-1.069"-! 0.200" 0.630" 0.06" 0.062"
1.059' y.' .L y m oo z H O
..t
,;.745" SUPPORT LEG OPTIONAL 11.469' 0.200"� •� -� 0.062"�0" H
1 MAX. 1- � 0.062" 1.069" W
i --5.745"MAX. Ci $
tn
FYJyL BUILD OUT WALL STREAMLINE CEILING TRACK STREAMLINE WALL TRACK HEAVY HEADER/SILL LITE HEADER/SILL
tu
_ =SCALE-,HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE
WHERE SHOWN,SCREW BOSSES
&FELT GROVES ARE OPTIONAL G
ON ALL EXTRUSIONS m
R9 0.874"I- 2.655" 0.875" vt
y� T- 2.195" 1.7.29 0.510"0.105" 0" 2.195" 1.230"
" L $„
d I r4 rn
'( a m
rO.7 5' $ ® �2 p emn
--2.655"---� N �j _"T" i o-a 2
n ut4i It rn 0 0.105" in ffj367" 4.84" I. m1.069" .. �,1 .831" 10oll� 0.105" N . Oi 1.069" q.105 m0.075" 0.075"0.994"-� 0.044" 3
5
m �i :.�(. -"`•" --'-'� a 07" -�- NOTE:TESTED THICKNESS OF �4 8
0.781° _-_ �.--- .4.510" -^----� �-.3.506"---� BARE METAL W/O PAINT IS 0.039"
7 SILL g SILL ADAPTER J EXTENDED SILL 10 EXTENDED SILL ADAPTOR 1 I ADJUSTABLE SILL BOTTOM 3 SS�STREAMLINE%SLATLBLA06 Q
SCALE:HALF SIZE `✓ SCALE:HALF SIZE SCALE:HALF SIZE SCALES HALF SIZE SCACEr:HALF SIZE -
SCALE:HALF SIZE
B
d x 1
a ?� 1 C
.-
"bg¢YtR@@N0.477" 0341"41.570"�6 0"
0.143"1 it 0 510.070"
0,143" 1.708-T 0.143° 0.0 0.2450080 0 0.060
4.0L 4753 - 84" .117"
0,090" OA84.180 " 1�k
R fig
S I c E
n 0.080"
0.682" 0.630" 0.060', l` cor/PocxrFwVttLeEMlvenO PE
0.094" 0.227"
0.693" 15-2339
E
LTE:THICKNESS OF BARE 2.822" �---1.625"-� 0.420" SCALE: -
METAL W,O PAINT 1S 0.039" PAGE DESCRIPTION,, ^
6,8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SILL 17 6.8 STARTER WALL SILL CLIP WALL SILL
SCALE:HALF SIZE SCALE,HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE
or�
1.950"
0,610" STAINLESS STEEL 260• 4 0"
ALUMINUM
OR
i-► C}
ASSEMBLY 0.357"
0.3200 HOLE o w 0. 50" 0,276" ?
o z 0 x 2-3/4"410 HT S,S. Q"-
o NYLON '4 o v a mREW W TC ULTRACOTE -_' 0.591"
0.860' 1 WHEEL , .,.�p 0.1�zo"a 0,06 •" A Il}-_- ATING in S00"-{ I-0.240" U P TOP&BOTTOM) ry - � ��"
1 I I TYP.AT EVERY OTHER 7//16"0 ON BUSHING
1121 @ INTERIOR JOINT TOP 01 154"4 0.137^ �rr7j7 h 1jg` .. ,
0.750"
I--- 5"MAX. -�. 'INSIDE JOINT AT TOP. 0.870" 7116"0 x 1"@ INTERIOR JOINT BOTTOM I ` d-
CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR _ IU'��' :W
19 ANGLE HOUSING-ZINC RSCAST,POWDER COATED > t9 5 o
22 LI -ASSEMBLY BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT
SCALE:HALF SIZE r, ACEi'HAtF"SIZE NOTE: MAY BE KEY OPERATED OUTSIDE 2¢ lX�
OR KEY/THUMB TURN,OPERATED INSIDE. SCALE:HALF SIZE SCALE:HALF 512E Z «+
3
W W� Ls
}o.zsG^ 23 `•BRASS?'PUSH<'LQCK �;3
SCALE,HALF SIZEko
R0.155" 1.978"
`
0.2266
6"4.000" .236"
R0.500" 162032"'
0-2o67
"
0.500" 0.623" 1.710 1.
0.314" 0.531" 0.53 m 0.790"
7C64"B. 0,28 0004. i 0.67"000.25G73m 0224" 0.29" tiW 5
Ma
0.060" 0.496" , .4 m m n c °Ni, h p`-Yip M
N
2AC0".-- 0.240^ •��.E e p m
1.758" �«. I -J-" � F'��i p� �
27 RAINGUARD 28 DECORATIVE FLOOR TRACK 3.476" „w. 1- 0.240"
SCALE:HALF SIZE SCALE:HALF SIZE 0.160" # 0.222"-I I' z
1.001 0.062" 0,062• 0.062° 0.176" U a _
30 UINIMIsTE�:LOCK� 31 MALE BOX CENTER 32 FEMALE BOX CENTER
SCACES'HALF"`SIZE SCALE,HALF SI2E SCALE,HALF SIZE L•✓"••1� 3 p
4u-0.062" a
os
5.500"z 13116"WIDE
TI 7(16"0 STAINLESS °7
�A (-167" STEEL NUT �•y t
T30
+ �
P
n 8.125"J ► - n ,
_ _
- - _ - - - -- -�
-5/16-0- 16 STAINLESS-STEEL 0 0.121" ----
_ 5/ SCREW-
0,
i $s$
iNTERtOAt a
- 4.500" }- }0,689" POWDER COATED,ZINC DIE-CAST THREAD c 0 83
• - � SECTION A ', "" HEAD STYLE VARIES `"� �_ 1.050"1 $
DELTA MODEL zo2" 36 ii:...tOCK�`A6'tiPaTER- 37 T-SCREW INSERT 3g THUMB SCREW �, �, �
INDUSTRIAL SYSTEMS - (OPTIONAL} SCALE:FULL SIZE SCALE.FULL SIZE _ _ 0 0_-254"_ 4Qd_4Ob 4OC ¢ "
�r�_ _'- _3rD BGX--LOGK� --SCALE:HALF'SIZE -_.- --'=-- .1 0 319 END STRIP 1" Si a. .
I
scALE:rssLF sizE �-z,000^--i 2" & 3" EXT e
_-- _ _ - - _ _-_ _ 1.625" - - t--S.S00^--4 --_ - -
0,12b' HALF SITE
(- 0:050" 0.125" ybke
r
0.125" 0.093" a .+
''j' r�
} r� ! 0.08 o SivaEg
1 �°.' �I. 0 0.125" COP(R0ff FPlWLBENW 0PF.
o.zSG^ ' I 4 $ 0.093" 15-2339
�' a "�-2085" rvi _
SCALEt
I Ifi PACE DESCRiPTIQN:
ALT:L :EN�`STIIP l.5"x3"x0.093" ANGLE 2"x3"xQ.125" ANGLE 9�
� G 2%7 ANGLt SCALE.HALF SIZE 21 SCALE:HALF SIZE 25 SCALE.HALF SIZE
"'� 5!:ALF�HALF SIZE
r ANY FNCHCR F`ER ANCHOR: EDGE DIST,
.. (•5Ct•.c.7Ui:9 @'u"G,C , r EXISTING DIST.
....
�1--�- 21A2)NG SEE END STRIP
}---' --T— SCHEDULE FOR M
v �J =— •' 1
A".ANGLE EMBED
Z
SPAN WHEN USI 7�
{ LEG D RECITON 20,40a,40b OR c,' O
EMBED. ti�i. T- d INTERIOR it II o 1/4" OR G,8 STARTER TA
'�,, i~p., ( } a 57 WITH 21 OR 25. tt�cR"�l�4Cl
MAX. �^ IN
j 7 MIN.0.062"THICK 6063-T6 ALUM. "x/�� p��5
ANGLE 1"x 1"MIN,TO 2"x 5"MAX. 25 25
EDGE.—�,�,� (.-• (ANGLE LEG MAY,.BF REVERSED)
_ FASTEN A14GLE TO TRACK W/ ••x "}
DIST. (,1 ;ANY ANCHOR PEKANCHOR (2)#20x1"SCREWS AT ?u R tU a
`SCHEDULE @"18"O.C. CORNER 70P&BOTTOM;AND �1 <9'U' K p
ATTACH 40 6.8 STAR'1_ W/ m. 7-o x
#12 x 1/2"GALVANIZED OR a
III 13 #12 x 1/2"GALVANIZED OR S.S.SMS, S.S.SMS,3/16"0 ALUM.POPNi 3 z
t 30 3116"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE W
.-6:60"/TYP.) ...k USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18"D.C. ALTERNATE END STRIP DETAIL PETITT&NUT @ 18"O.C. N 3 j
e� '(EXTERIOR) 5/16.18 UMS SCREW INTO THREADED WITH 6.6 STARTER AND ANGLE
I) INSERT 37 AT 1/3 SPAN TO 2/3 SPAN SCALE,3"=1'-0" ANY TRACK W/ o ILL
'{
FROM B) OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES, l r 0
TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO V62
SPAN
SCALE,3"=T-O" I"HEIGHT.
1"BIO(2.77100"
N
® 94" M
USE(1)ERASS PUSH LOCK 76' y
•
OR{1r 5!`6=1: ;iiUFiB 75,.
i LOCKING DETAILS FOR 2^B/O 3,795 C-E END STPSCREN.ip07HREApEU ( '7 INSERT Y r'/3 SPAN CENTER MATES G1 88" EDULE FOR MAX.70 2!3 P'F.;V FROM SHOWN ON RANDOM 8 SPAN WHEN USINGBOTTOFI OFSHUT'rER.—� 30 DETAILS 3"8/0(4.7'786" ''� 20,40a,40b OR 40c,RECEIViNG.HULE SHALL BE >� 13 79, I , 1/4" OR 6.8 STARTER
3!e"MAX WI'3?H,UP rC
1"HEIGHT. _ ALT.7"0/0 fit 1 O" Q MAX. W17N 21 OR 2S
72
112 81" 40 40 USE APPROPRIATE � -,�`
13 STARTER STRIP TO
8 - 7.5'x3" 45 93'• � 40 20 PROVIDE
g x0.093" 52 87" FOR ��'• o O
57 " BUILDING CONDITIONS.
t
^_•�.2j / zl �p 81' �FASTEN STARTER STROP
��i t
.I '' (11•I�SDE)- 1 �` 70 3�_ 5CREWSTO CAT CORNER, p
7x3" 45 139" 8 BOTTOM.
( x0.125" 52 129', ALTERNATE END STRIP DETAIL rCj y
'^ r '-37 1 SCALE,3"=1'-O'• ANY TRACK W/SCREW }►••�ji
71_--�"/ i ( �t1 ) 15 64 116-
ti
60 26" BOSSES.
R
IrJ I i` i SILL yn FOR GREATER SPANS OR LOADS THAN
LJ' 4 W SHOWN IN END STRIP SCHEDULE,END
1!3 I F I CJ I STRIPS REQUIRE A I-XI".090"CLIP ANGLE
MIOSPAN IISINGANY ANCHORONTHE EXISTING GLASS oa �
ANCHDRSCHEDULE&110314-TEK
SCREW OR 1/4-20 BOLT TO END STRIP. a5 m da
USE(11 BRASS PUSH LOCK (INSIDE)
tli i USE(1)BRASS PUSH LOCKF OR(1)5/16-18 THUMB f
i xS OR(11 5/16-18 THUMB 13a SCREW I O THREADED
SCREW II�0 THREADED 3U d >- INSERT{p37 AT 1/3 SPAN SILL Q St x
nt I NSERT {37)AT 113 SPAN zp�g TO 2/3 5P'AN FROM j
70 2/3 SPAN FROM u"{a BOTTOM OF SHUTTER .1
I BO I TOM OF SHUTTER. (OUTSIDE o sSqq
RECEIVING HOLE SHALL BE [
3/8"MAX WIDTH,UP T
.'• 1' HEIGHT. 23 a °awl
T_Y`•'1ICi,L OUTSIDE CORNER CLOSURE 35 30 ����
F Liar 1 DET.}.ILS NO/CORNER POST — — —— ——
jj
/ — 13 30 COPYRIGHTFRAWLTIROW00PE.
X11 13 31 215 13 z3 (OUTSIDE) 1S-2339
SILL -
USE(1)BOX LOCK AT 1/3 PAGE DESCRIPTION:
c SPAN TO 2/3 SPAN FROM
ry BOTTOM OF SHUTTER
TYPICAL INSIDE CORNER CLOSURE °�p
.� iC 2� MULTIPLE SHUTTER ASSEMBLY
I f DETAILS WO/CORNER POST µ
;, NTS E tlf SCALE:3"=V-0" d
�1
Cl CONNECTION TYPE \\\ PI°D4� 111 xi/i�
REFERENCE ANCHOR EXISTING HOST
SCHEDULE FOR MAX. STRUCTURE
SPACING—
Cl
PACING Ct CONNECTION TYPE 1/4-20 MACHINE BOLT
REFERENCE ANCHOR 1/2" W/NUT(al 12"O.C.OR
SCHEDULE FOR MAX. ® 014 SMS(d 6"O.C. I1Z'
SPACING 1/2"
(TYP.TOP&BOTTOM)
2 FASTENERS ALUM. TUBE ��qDyA "• ,
EACH ANGLE 6063-T6 ALLOY wF Itf�, $'
., SEE TABLE A FOR SIZE. I co [S)ORQlQR/ ��Q�y\��
1..x2"xt/8" w OORJ6—! Z, / uj 1X��°igi
OR x 2"x 1/8" - - I / �„ ALTERNATE THRU BOLT _ 1�
ALUM.ANGLE I% Cl CONNECTION TYPE o Z
_ REFERENCE ANCHOR MR GLASS a- Q ><u< w
13 + SCHEDULE FOR MAX. SEPARATION 13 w m 4 Q w w 2 d
THREE 3/16"0 ALUM. ° _ I I -�� I SPACING PER TABLE 2 F Q Ln w 7X�"�� t m$w
Pop RIVETS OR c Z W ,M., g a g
T!4REE 012 SMS,TYP. ° 17 I I I OR DOOR Vt y a¢ LLI l�
b RIVET ALUM.POP `3 X y P' y 3
17 RIVET OR 0125M5 _ I �� FFw 0w y
LL @ 18"D.C.(TYP.) ti - / Lu
TABLE A;cry) - / A��RNA>E� _ (5 0 6 OR z= o
PP.ESSURi VS.4LLOWAM E LENGTH / w F� \ 0 ,A
MAY USE MALE OR
9 I—_r 2'xV,,t/d'.. 3"x3'xl//d' - 0❑ n
FSP No 1'0- No E/0 FEMALE LOCK-SLAT 0 �I
62 I 130^ 1e9' 13 ALTERNATE THRU BOLT 1/4"MAX.FROM PIN .my
C5 CONNECTION TYPE
iz iid" rvi TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR Cl CONNECTION TYPE GUIDE TO BUSHING
72 115". .172" CCB, REFERENCE ANCHOR f -1 WASHER(TYP.) y m A
G TITS SCHEDULE FOR MAX, SCHEDULE FOR MAX. II '' I 19 w�9
6 92 114" 165' SPACING $
102lIJ" 1fio' 114x3/4"SMS[°l 9"O.C.
ANGLE TO TUBE CONNECTION w
320 10.1". 19T / !may 01 ¢ -.
15a yr 13r TABLE B(cc4) EXISTING HOST 2"x 2"x.125" Iii o o a -
EMBED. 6063-T6 ALUM.TUBE z E w
i00 STRUCTURE - �_E Be" 114' PRESSURE VS ALLOWABLE LENGTH 2'x2"x1�/B' 3'x3'xi`/e' EDGE DISTANCE REFERENCEnANCOR
ON TYPE
PSF W3T710/0 WITH 8/0 SCHEDULE FOR MAX. w
62 113" 166" rZ
SPACING 6 o
rz for ur Cb ALTERNATE BUILD OUT MOUNT SECTION = 0 5
°1 USETANY ANCHOR SHOWN a o ,
82 101" 147" IN ANCHOR SCHEDULE). SCALE.3"=P-0" '+
�+ 92 95' 139"
S _ 102 90' 132' ►• o
�
120 83' l22"
3LL_�ril,
R - 150 74' 109'
F w
� - 200 64' 99" �a
OR 012 SMS - - ----- --_- --_------ - - _--- - - - 0"x2"6- 6 - -- - - - -- --- =- - -- - --- - - - - - - xw.p_ -' -- - - - - -
--- -
L1r 18"D.C. OR 1/4.20_\ ALUM.TUBE TYP, �"'____ -_ _ _--- ___-_ -__-MN.GLASS ____ - --- -13-- n y=.- -- - -
ANT 3.BOLT(TYP.). 77 F FERATABLEN z
3/16"0 ALUM.POP o y
1` ALUM.,TUBE— RIVET OR 012 SMS GLASS 2 X cl Z M
6063 T6 AIJLOY p 18"O.C.(TYP.) OR DOOR E a r
NTINUOUS
- ------...—--. _..._-_ -- -- - - - --- - - - ------- - - - '-- - -- --=-"N.-
Pr. , ?=FASTENERS - - _ -- ---- ---
t - - EACH ANGLE ALUMINUM ANGLE 5!n 5!
U c
i
z2';<d 3 D i3-f6
a3• A_L'M I G T'!P. -�'-.- i THREE 3/16"0 ALUM. OPTIONAL ANGLE INSIDE 3 16pg
n; {� ° POP RIVETS OR 17 ORIENTATION TYP. 17 d b _
;¢ `
THREE 012-SMS,TYP. - - - - -- -- - m` - - -- - -
_ .."
.. _1^1"x 2"x 1/8" w a
r g61
OR 2':x 2"x 1/8" 4 CONN ON TYPE
ALl')M.,ANGLE D REFERENCE ANCHOR "
99
USE MALE OR FEMALE LHEUULE
E FOR MAX. z r .
LOCK-SLAT 1 COFIAXN1 FRNd(LBOAUA170 P.E.
I 73 EXISTING CONCRETE,
sp 13 BLOCK OR WOOD FRAMING SCALE15-2339
OUTSIDE EE INSIDE SILL MOUNT SECTION PAGE DESCRIPTION(
3 r 012 x 7/2"GALVANIZED SCALE:3"=1'-0"
(I 1 i YPICAL CC)IRNER CLOSURE.DETAILS DR S.S. ET, R 1/4- ALUM. SIDE CLOSURE OPTIONS �,
��, POP RIVET,0R 1/4-20
MACHINE BOLT&NUT SCALE.3"=1'-0" b�
1 _ (d 18"D.C.
C i.E.
C5 CONNECTION TYPE X 45NNgR�4�
REFERENCE ANCHOR EXISTING
o j SCHEDULE FOR MAX. STRUCTURE
A
/`=�' •:
0 p rc 5"MAX. 1/4-20 MACHINE BOLT
GLASS ¢aW' GLASS Cl CONNECTION TYPE
o J REFERENCE ANCHOR W/NUT @ 12"D.C.OR
OR DOOR w u u OR DOOR w w 1B
r u N Y r w 7 5 SCHEDULE FOR MAX, H14 5M5 @ 6"O.C.
q z~ 13 N w SPACING 1/2•• (TYP.TOP&BOTTOMI •�
'.
MN. 13 tn W a W GLASS y F m m �q[
t4.. < 0 T 'VC1 1
tt4'-2'0 THRU BOLT Wt
GLASS < m #114 x 1/2"SMS @ 12"O,C. EP PERTs, JC w a z}- w I- - =^oj E
LOCK.NUT,@ 12"O.C,OR EPARATI E Fw Iq-. OR 3/16"B ALUM.POP PER
q J d O m S OR 6 OR/ -IGe••
12 x#t2"SMS,@ AL D.C.E,S. PERTABLE z RIVETS @ 6"Q.C. OR 1/4"g E vai w �OR 6 J / IBnI�`N 1Lo:^3
OR 3/16"0 ALUM.POP w p ALUM.POP RIVETS Cul 12"O.C. q .,,JJ111��---- R- Iii s••X�,il
RIVETS @ G"O.C, E.S. \ "'w it AND 3 tY reti Q ?<u w '
R 1/4"0 ALUM.POP RIVETS I - d D
12"O.C.E.S. - ASSEMBLY 1/4"MAX.FROM PIN MN.RATIO 13 Fw- H Q 11 Z
�0. 1/4"MAX.FROM PIN GUIDE TO�BUS i1NG SEPARATION N W w N o
_/ I/2"TYP. PER TABLE 2 r a
O9 AND 70 ."GUIDE TO BUSHING p WASHER(TYP.) __ =J W w
ASSEMBLY /�( iASS Z
ll" 1t2"TYP.
ASHEREX STING CONCRETE, m 3 CONNECTION TYPE OR OQOR—}III X z o z Iq 3
d BLOCK OR WOOD FRAMING "' REFERENCE ANCHOR p d d o w E= z
m EDGE SCHEDULE FOR MAX, S N
S / 4 CONNECTION TYPE DIST. SPACING
EDGE REFERENCE ANCHOR q '�
- SCHEDULE FOR MAX.
DIST. SPACING AS SHOWN F
3 GOt1NECTION TYPE IN DIAGRAM ON PG.4 p N {AOR 6 OR
Y!//YG.JI
REFERENCE ANCHOR EXISTING CONCRETE, �"3
'E SCHEDULE FOR MAX, w ° 0 6 t/4"MAX.FROM PIN
s BLOCK OR WOOD FRAMING ! GUIDE TO BUSHING
fI� / SPACING.ALT,FASTENER Cl CONNECTION TYPE
LOCATION.FRONT AND - REFERENCE ANCHOR 1/ WASHER(TYP.)
FROM BACK ANCHORS NOT REO'D INSIDE MOUNT SECTION SCHEDULE FOR MAX. 19
WITH THIS LOCATION SCALE s 3"=V-0" SPACING m� m
PIN GUIDE.TO 5 CONNECTION TYPE ra a
BUSHING WASHER INSIDE MOUNT SECTION REFERENCE ANCHOR y rn�¢13
A SCALE 3"=1'-0" SCHEDULE FOR MAX. o c e p M
(TYP') EXISTING CONCRETE, SPACING
t BLOCK OR WOOD FRAM! EMBED. Q z�j 6 a
/ p BUILD OUT MOUNT SECTION m a
—�/ TVP.BOTTOM - EXISTING CONCRETE, SCALE 3"=1'-0" I _
- BLOCK OR WOOD FRAMING }c 3
b JJJE g
$ EDGE GIST EXISTING v
NOTE:FOR DETAILS A,B,O,ANO E ON THIS SHEET, 4 CONNECTION TYPE EMBED. STRUCTURE
THE BASE TRACK MAY BE INSTALLED IN SECTIONS w REFERENCE ANCHOR - - 5TCONNECTION'TYPE'
WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS SCHEDULE FOR MAX. REFERENCE ANCHOR }•1�1 0
A MINIMUM OF TWO SETS OF ANCHORS AND IS A m E SPACING SCHEDULE FOR MAX. L,--
MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK _ SPACINGUSED
tIOVER THEGAPS BETWEEN ECTIONS.E CONTINUOUS ! 3 76
B w H
GLASS a
F J W p K
OR DOOR
aGLASS 13 (n w 6I
W Z-
1/2-SMS @ 12" EPARAT1 S J r�+p p 5g6
O.C.OR 3/16"H ALUM. PER O vui m II 13 r N=w Q i9y,a�
111 G
pw.wj0 POP RIVETS @ 6"D.C. TABLE X ozld- GLASS OR Mti.GLA ==Zv
F-`n N w w OR 1/4"0 ALUM,PDP q Ix d DOOR— 14 6 p In Q
13 xx =J RIVETS @12"O.C. E uN PER TABLE2 Xzozr
u HIM GLASS F t u m u
A SEPARATION �L':O tn d _ _ E J 0 a n
m
PER TABLE 2 X z a z r 7 ANO B u
i/4-20 S.S.MF.LH(NE. "—' `'t p O O 1t4"MAX-FROM PIN 4 6 $
' E u°' ASSEMBLY 1/2" GUIDE TO BUSHING
S_REW&NUT;,ol u m 1/2" TYP. WASHER(TYP.) 1 b
GLASS w o 1/4"MAX.FROM PIN v
DROCOF. X1/4"MAX.FROM PIN m w p GUIDE TO BUSHING
a GUIDE TO BUSHING 4 CONNECTION TYPE 1/z fl WASHER(TYP.}
WASHER(TYP.) EDGE REFERENCE ANCHOR
^�>i ' S 6 SCHEDULE FOR MAX. CC6'ttti(IIRiWW(L eNU1Moo PF.
d E'X!STING CONCRETE, DIST.
SPACING AS SHOWN �' 2-CONNEC-TiAN HOR 15-2339
r BLOCK OR WOOD EXISTING CONCRETE, ` 4'CONNECTION--TYPE IN DIAGRAM ON PG.4 REFERENCE ANCHOR
FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. scALea
s OR SCHEDULE FOR MAX. SPACING PAGE OESCRIPTION1 "
x 3",x 1/4"CONT.,. �j(� -C3 CONNECTION TYPE 012 x 1/2"SMS @ 12" SPACING,ALT.FASTENER EXISTING CONCRETE,
063-T6 ALUM.ANGLE' i /' REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. LOCATION.FRONT AND BLOCK OR WOOD FRAMING
IA AZ REV RSEO SpgCINGE FOR MAX. ppp RIVETS @ 6"O.C. BACK ANCHORS NOT REQ'D
r SHOWN OASrIE0) OR 1/4"6 ALUM.POP WITH THIS LOCATION
D 1 Nt Riv£Ts @ 12o.c. CEILING / INSIDE MOUNT-SECTION,_ O WAL-Li`:6171I OYOUT'l
AC MOUNT SECTION E- / _ i
F•�, 'SCALE!3'•-1'-0" --+SCALE e 3 V-0". SSEGTION O
SCALE!3-=1'-0"
I
MN GLASS -I-� W - IYI "Ell
GLASS SEPAAATICN T I Z 1 OR DOOR PER TABLE 2' 13 7 _ ,"^IC3 O =_ GLASS DR !� ••f•.•;..'
DOOR
1XIDOORS OR MN GLASS �•.•• O.
X SEPARATION "33LL z
tS MN GLASS w PER TABLE 2 .p'•� Mai
• I E.,�I- 2y
SEPARATION FW- a'"i .9 w] PER TABLE 2
I 11 / N I o W IA I Ja(E
W/ EXISTING
W VI �0w E -'O Z Ct CONNECT10N TYPE T3 X w¢I0�tffuull,, �i/4"MAX.FROM PIN GUIDE ua REFERENCE ANCHOR a l O 7 wTO BUSHING WASHER(TYP.) a N SCHEDULE FOR MAX. F U< LuJl�T1/4"0 WOOD, SPACING a N 3w M 3JCGMLXEWTWS H 2'4 CONNECTION TYPE N ui m3 TR:DD PENETRATION FERENCE ANCHOR �'� '250 wT"INTO CENTER OF 2X STUDS HEDULE FOR MAX. •+13
\ ;' - ACINGN E 18EMB."T' -if14 SMS CoZ MIDSPAN BETWEEN /O �STUDS FOR TRACK TO 1"x 4"oPLYWOOD 5. ,TUBE CONNECTION HOST STRUCTURE
STUCCO FINISH "'x4"x T25"
g+�g 6063-T6 ALUM.TUBE u.
F THIS DETAiL TO BE USED WHEN STUD SPACING O DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL W r
d EXCEEDS THE MAX,ALLOWABLE ANCHOR SPACING. SCALE.3"e T-0" SCALE.3"=T-0" ��S
¢ O WALL MOUNT SECTION THIS DETAIL MAY �~rn�o
a SCALE,-3"=1'-0" ALSO BE USED p o c8 O M
-
AT TOP
a E
3 � rw
c' W
ACCORDION SHUTTER 0: '
PER PRODUCT APPROVAL .I- o -GLASS w c a vg
MIA GLASS OR DOOR F t °1
v = SEPARATION
n _ IA 11 PER TABLE 13 S
APPLICABLE AT TOP Z EXISTING WOOD(G=0.42) $
AND/OR BOTTOM X Q Z TRUSS OR RAFTER
Q D. X Q Ca)24"MAX.O.C.
IA
W E (L
EXISTING FINISH
L --- -- - -- ----- - --- --
- ------ ------ - -----
--MATERIAL
3 6 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/8"6063-T6 --- -- — �—- o --- -- —gg - —
2."x 3"x 4a"x CONT:NUGUo OR 2.175" TO BUSHING WASHER(TYP.) ALUM.ANGLE W/THREE �� m a %2
2".x 2"x I/.,"x CONTINUOUS 1 1/4"TILE ITYP.) 1/4"0 WOOD LAG L ° A M
6061-T6 ALUMINUM ANGL , f� NISH MATERIAL SCREWS WITH 2-3/4" _�
i w
MIN
-- -=-FI3/4'S.PLYWOOD -- READED
g 0.9"MIN.THICK 6061-T6 ALUM TRACK X — - P NIMTR"T IN WOOD @ z ���
1/4"0 A325 GRADE THRU BOLT Ca)7"D.C. EACH RAFTER OF TRUSS,
' S 6 EeQ
•j \Glc F„S oN�D TO / FASTENED TO ANGLE WITH 1/4-20 F �� OR 5/16"0 A325 GRADE THRU BOLT(nl 12"O.C. D.C. ° s
i kIF t�G a KS]CONCRETE - MACHINE SCREWS AT 3”FROM ENDS 24" MAX WHERE '
` HOST STRUCTUR6 WITH AND 9"O.C.FOR THE BALANCE GALV.OR S.S. ANGLE EXTENDS BEYOND 6
Af '•�-'V,I-LCO ULTWCON$-,\T- / - - -- -- 4v �= 1/4"0 ELCO ULTRACON-TO-CONCRETE/CMU _ LAST TRUSS MORE THAN _ _ __ _ _
3 3"FRDM,ENDS AND T,O,C, EXISTING CONCRETE HOST •r 5"O.C.W/1-1/4"MIN,EMB. 6", EXTEND ANGLE TO W w & 3
2-1,2"MIN, --� STRUCTURE 3000 PSI MIN) NEXT TRUSS.
5 FOR BALANCEWITH I% ) o OR 1/4"0 LAG SCREW Cul 9"O.C.W/1-7/8" w w�
MIN EMBEDMENT AND 2Y MnX.DESIGN LOAD AT 5'-0"MAX SPAN: rt MIN.EMB. IN WOOD SG=0.42,TO 0.55. ~w=0
EXISTING CONCRETE, !S 13 7 M W w L F
M NFDGE O SiPfaCE, 62 P.,S.F. N F Z w m z s d E
STAGGERED WITH MIN. - HOLLOW BLOCK OR w o N Q coPYAtGtrt fiWOILBE7714+D0 Pt.
MAX;DESiGN'LOAD AT 6'-0"MAX SPAN: WOOD FRAMING.SEE Q w Q I-
SPACIN -NP.. 3 52 PS.F. ANCHOR SCHED. .'Yi 2"x 5"x 1/8"CONT.
BASED ON TYPE OF ALUM.ANGLE(6063-T6) O 15-2339
BUILDOUT MOUNTI-)q STRUCTURE g a
SCALE.NTS (MAX.DESIGN LOAD x 72 P.S.F.) 4 PAGE DESCRIPTION'
PASS THRU DETAIL O TRUSS MOUNT SECTION
ff Hb -
Y;. SCALE:3 1'-0" SCALE:3"=1'-0"
¢�-- EXISTING HOST ALT.LEG DIRECTION oa IIiP1��9�/j.P 6
6 - STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN
17 MIN FROM, rGOGE GF',CCORD]ON ' - EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM
EDGE OF H'JTTEP SI;UTTER SILADE$ - - ROUND WINDOW 1•'7
TOP.QA 1O ILI - ASSEMBLY ,I X SPACING
6063D-T6 ALUMINUM EOGE DISTANCE a
itSA S
r` ' //"ANGLES PER SEAM ENO,SIZE �� _
/ PER SPAN TUBE SCHEDULE .*I>
EMBED, / SPAN TUBE PER w ,
ACCESS[OLE DESIGN SCHEDULE ry '.•• A ��v en:�.°
1/4-20 MACHINE BOLT W/NUT @ ^ 0 MH'i
EDGE OF ACCORDION ' '5MNSHUTTER BLADES12"O.0 OR#14 x 3/4"SMS 6"OC. •.� fit` ��,,,� �\`�.k�
TYPICAL .. 1 1/2"MAX,S 6 w / 1N1 a
_
2.875-0 HOLE(TOrREC 3m$Z
"MIN 3 16 C w
- EDGE y "O
EIVE ( _ DISTANCE n MiN.GLASS N w
Rt7uN6'WINDOW ASSEMBLY)(" EXISTING A SEPARATION 13 w O W M� 3 u
ILI
MAXIMUM OF 3 WINDOWS GLASS OR
PEP,:VERY OTHER BLADEDOORO z IIn u'ai 3 y
u U U W E 2
UN 04
--4}S-IGHT-N-VIEW WINDOW ��E�Uo EDGE 1/2'MAX <w�
��/ N.TsS. EXTERIOR EL _ DISTANC N M 4
yvlm 5 6
E O O U) 3 16 174"MAX.FROM PIN GUIDE h
TO BUSHING WASHER TYP.) m
a ACCESS 114-20 MACHINE BOLT W/NUT @
rn 1/2" HOLE 12"O.0 OR 4 14 x 3/4"SMS 6"O.C. w F
2.875"0 HOLE TO SPAN TUBE PER
�j, w 3
• } RECEIVE ROUND EMBED. 212" (Z)6063-T6 ALUMINUM
- DESIGN SCHEDULE ms's
d WINDOW ASSEMBLY �V
._
"f"MAX. ANGLES PER BEAM END,SIZE
EXISTING ...lL PER SPAN TUBE SCHEDULE rE+orw o i,
HOST 1140 THRU BOLTS SEE BEAM
- STRUCTURE SCHEDULE FOR REQUIRED NUMBERS z w
1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN 2:11 11
2 EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM E; I-w
y SPACING,AND 3"MINIMUM EDGE DISTANCE C_a� 5 o
u 0.125" 0.125"
8, 0.032" 0.032" MAX.DESIGN LOAD=t 72 PSF
3 SPAN TUBE SECTION � Q�
N.T.S. VERT SECTION Z'
Z'
9g" �� .-I SPAN TUBE SCHEDULEME R OF
n
ALLOWABLE TUBE NUMBER OF ANCHORS PER MINIMUM ANGLE
u 1 SPAN THRU-BOLTS ANGLE LENGTH
m 'I .y „z"4 ROUND SIZE SPAN --.----_ .- __.._ ..___ 4 0
V TUBE SHUTTER i§R
a I 'F WINDOW T p BOTTOM TOP OOTTOM 70P 7-BOTTOM TOP BOTTOM Q §
ASSEMBLY TUBE TUBE TUBE TUBE -TUBE , TUBE TUBE TUBE c I� a
60' 123.0' 135.2" 2 2 2 3 4^ 7"
"'S ,. 1'\; /7 zxYk 66" ..101.7•_ �- 106,9" z z a -J'- --'T--- 7., - '16e
123' 69.9" 94.4" 2 2 3 3 7"
2"x6"xW132
.1" 157.0"-_?- 2__'--2 - 3- 4"
id. i�Ylh. •�\' ///// / \� Z'xWx125' .0• 124.1^ 3 3 T P01.
.0' 196.9" 2 2 3 3 17" 17"02.875"f0.125" .7 155.7" 2 2 3 4 7" 1003.2.E " o^r0" .4' 13T.fi" 2 3 d 5 1 1.1' 240,0" 2 2 3 41 2'x10x .6' 228.9" 2 a 4 6 i0 -16" Qa ~, 7-.'GH I -N-�.�IEYV.. �YiN<,)OVY // 0.1875` 2" 203.1" 3 4 5 7 13" 19" spy LeRrawanOPE
I'
12 cS r"� ` / SPAN TUBE SCHEDULE VOTES:
:3 Yy�t N'T.S. SAB:PLASTICS S`.X7431T-IJL-94HB _ 1. x3 xl 4 R 2 x"x 4"ANGLES FOR 2"x5"&2"x6"BEAMS. 15-2339
i - 2. USE 2"x5"x1/4"ANGLES FOR 2"xS"&2"x10"BEAMS. -SCALE;
x 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PAGE DESCRIPTION;
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.
TAi S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND
2 BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, °9
<'» ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS
v. N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.'
6. LAP BEAMS ARE NOT ALLOWED. C
^_ 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM.
i
. ...........
ANCHOR SCHEDULE: CONCRETE
G' J sba`s t!0 70.5 0' ans Uq 70
spans
2.5"M[ DISTANCE
SDa Up To S ,k`Y !tr rr
LOAD `'-CONN TYPES CONN TYPE CONN TYPE .
O ANCHOR _ (Psfj Cl *C2� C3 i C4 '-fS Cl C2 i C3 C4 :^.t5a CS C2 C3 C4 C5 "
Ir if4 liy TAPCON OR ELC07 !$3T.2 16.1"16"" "'0"16.0"16W:16.0"16.0" 9.0" 13.0"16.13%16.0" 9.5" S.S" 8.5" 14.5" "
ULTNZ}COY WIIt} 26.4"10.5"14.5"16.0"36.0"12.0" 7.0" 14.5"T36.0"13.5"
5A" 7.5" 4.5" 7.5" 10.5" A dYFcv m;1<1
x
ERED%l 2ps1 MIN CONC) 62 16.p"I6A" BS" 125"16.0"16.0" 9.5" S.5_' 8.5 50" 4.5" 7.5" 10,5" r1014oo" 5.0" 7.5'• 4.5" 7.5" 10.5" / 8 COMBINATIONf �100 15.0 7.5" M1.5" 7.5" 10.5"15.0" 7.5" A.5" "7,5" 5.0" 7.5" 4.5" 7.5" 10.5" 2 x S(TYP. 9 / 10 COMBINATIONSj4"MllZ£NSUJMMILLFAST [43 ib 0"i6A"15.0"16.0"16.0"16.0"16:0" 9.0" 13.5" 6.0" B.S" SS" 9.4" 13.5"WITH 1-3/4"EMBED(3275ps116.("16.0"11.0"15.0"16.0"16.0"11.0" 7.0" 10.5" 3.5" 7.0" 4.5'• 7,S" 9_5" OW=MIN CONCRETE) 16.0"15,0" 8.5" 13.0"16.0:'16.0" 8.5" 5,5" 9.0" 3.5" 7,0" 4.5" 7.5" 9.516.0"12.6" 7.0" 11.0"16.0"14.0" 7.0" 4.5" 8.D" 3.5" 7.0" 4.5'_ 7.5" 9.5" W. �tD13.5" 7.0" 4.5" 7.5" 9.5" 13.5^ 7.0" 4.5" 7.5". 3135" 7.0• 4.5" 7.5" 9.5" .tt
I/4"EtCO CR£TEFLEX SS4 16.0 Y6.016.0"16.0"16.0"16.0"Y6.0"13.5"16.0"16.0"18.0"12,5" 8,0" C3.0 16.0" I x S TYP, 2 x S TYP. Wi W/2'EF10E0(3350psi MIN al
16.0"I6.o"16.0"16.0"15.0"16.0"16.0"10.0"X5.5"}6.0"16.0"10.0" 6.5" 11.0"14.q" '}�..�W NC) i6.0"16.0"125"i6A"i6A"i6A"12.5" 8.0_13.01,X6.0"i6A"14.0" 6.5ILO"24121 N �J16.0"16.0"10.5"16.0•'16.0"16.0"10.5.„7.0" 11.5"35.0"16.0"10.p" 6.5" Il.q"14.0" a tu
• - 100 56.0"10.0" 6.5" 11.0"14A"16.0"IDA" 6.5' 11 G"I 14.0"I6.0' 10.W' 6,5"I LLD"24,0" ,y Cl
y 1"MIN EDGE DISTANCE NOTE, "S"INDICATES ANCHOR SCHEDULE SPACING.
C2 a
c1 c3 c4 cs E c3 cz c4 cs ci cz c3 Ca cs SPACING DIAGRAM FOR C2 & 04 CONNECTION TYPE:
S/4"1TW 7APCON OR ELCO 43 16.0"16.0
" 16.0" 5.0" 5.5" 16.0"[14
9.0" 3.0" 4.0 14,0 - C2 CONNECTION TYPE USING PIECE WITH OUTSIDE N
ULTRACON WITH 1-314", 53 36.0"36.0" 5S" 6S" 16.0"16.4"32.0" A.5" X8.0" 7.5" 10.0" ANCHORS ONLY M
o EMBED(3191pS1 h1JN CONIC) 62 16 0"15.5" 4.S" S.5" 16.0"16.0" 9.0" 4.0" 14.5" 7.5" 10.0" - CA CONNECTION TYPE USING PIECE �B WITH
70_16.0"12.5' 4.0" 5.6' 16.0"15.0" 7.5" 11.0" 7530.0" OUTSIDE ANCHORS dNLY
010.0" 7.5" 10.0"I/4"MILLENIUM MILD AST 43 1_6.0" .&11:0"13.5"15.0"16.0"13.0" 6.5" 9.5" 36.0" 7.0" 4.0" 6.5" 10.5"WITH 1-3./4"EMBED(3275pst 53 16.0"150" 8.0'• 11_01,.16_0"16_0" 9,0" 5.0" 7.5•' 16.0" 5.5" S.S" 7.5" ANCHOR NOTES:MIN CONCRETE) 62 16.0"13.5' 6.0" 9.0" 16.0"13.5" 7.0" 4,0^ 6.5" 11.0" 5.5" 5.5" z5" 1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING70 16.0" 9.5" 5.5" 8.0" i6A"11.5" 5.5" 5.5" 8.5" 5.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE1005.5' 7.5" 5,5" 5.S" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(P9 1).
1 - _ - i-Ij4'MIN EDGE DISTANCE ? m - -
x Ij4"ALL•POtNTS SOU4-SEI -- 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, m i
u ANCHOR PO 7/8"EMBED& Cl C2 C3 C4 CS Cl C2 C] C4 CS C3 C2 CI C4 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR
ANCHOR
55 MACHINE SCREW 43 16.0"Ib.O" 8.5" 10,S"16.0"16.9"l2.q" 5-S" 7.5" 76.0"12-5" 6.5" 3,0" 5�0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER m f g
(3006pS1 MJN CONI) 53 36.0"150" 6.5" 8.0" 16.0•'y6.o" 8.5" 4:0" /4,0" 7.0'• THAN OR EQUAL TO SHUTTER SPAN. 3
52 i6.o•'1L4" 5.0" 7A" 16.0"32.5" 6.5" 3.5" 5.0" 10.0"10.0" SA" 4.0" 7.4" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. �"•\�
u 7D i6A" 9.0" 4.5" 6.'0" 16.0"10.5•' 5.5" 3.0" 4.0" B.0" 10.0" 5.0" 4.p" 7_0"
4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE 3 $
( 104 to.0' S.0^ 4:D" 7.D" 10.0" 5.0" 4.0" 7.6" 10.4" 5.4" A.0" 7.0" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER v
e > " 3"MIN EDGE DISTANCE _ ANCHOR TYPEBASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE '
r ljyl R01LdTS,SOLIDrSET - CONNECTION. PE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF
I ANCHOR Wj-7J0'-EMB£D& Cl C2 C3 C4 CS Cl C2 C3 C•L.:CS Cl C2 C3 C4 C5 CONNECTION TYPE. .c
] SS;MACNINESCREY2 43 160116.0"116,0116,0"Y6,0"16.0"226.0"X1.5 .1fiT0";1616-0"16.0"11.0" 7.0" 11.0"16.0" L
3 (3000&1'MIN`CONC)" 53 16.0",16A"13.5"16.0"SG.O"16.0" 14.0" 8.5_ SAS"16.0"16.0" 8.5" 5,5" 95" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NDN-CRACKED CONCRETE
?" 62 16.0"16.0"14.S'16,0"16.0"16.0" 11.0"7.0" 11.0"Y6.0"16.0" 8.5" 5.5" 9,5" 12.0'• ONLY.
70 16.0 15.0" 9,0"114X 16.0"16.0" 9.0" 6,0" 10.0"13.0"16A" 9.5" 5.51, 9.5" 12.P' 6, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED '
i - 100 16.0" 8S" 5.5" AS" 12.0"16.0" 8.5" 5.5' 9.5" 12.0"16.0'" 8.5" 5.5" 9.5" 32.0" INNGT ORDAN E EI S NOTED AN UR 0 NO RECOMMENDATIONS.EMBEDMENT
1 2.5/8"MIN EWE DISTANCE _ _ __ -- _ ____ ______ _ _ __ ___-_ _ _.- TU _. _ -
_ 1/4"POWERS SS DROP-IN _ ---- '-- -'-
LE HS B A 0-D LURE 5 CC
-wj 3j4 2035.i80tT AND=- 1,261- C2-17 3-C4"CS -C7 C2 C3 C4 CS CI C2� C3 C4 C5 - - FINISHES
1"EMBED(3000ps1 MIN 43 450,;
6.0"14.0"16.0"16.0"16.0"14.0" B.0" 12.5"16.0"14.0" 7.5" 5.0" 8.0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOAD FRAMING CONDITIONS c~��SCJ I� k
'CNC) S3 6a)" 4,5" 14.0"I6.0"16.0" 9.5" 6.p30.0ib.o"1!S 6.0" 4.0^ 7.0" 8.a' VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING8 '_ _ „ - .FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR622 5' 7.5" 12 0 126 0"SM1.S" 7S" 5.0" 8.5" 13.5"11.5" 6.0" 4.0" 7.0" 8.0' MEMBERS NOT PLYWOODSIDE CLOSURE PIECES. s z5
13 70 0 0 6.5" SO 5 Z6 0"12A" 6.0" AO" 7.5" 9.0" ISS" 6A" 4.0" 7.0" 8.0" ". - -X00- a -4:0.1- .5 ONO
6:0" 4.0-17.0-18.0-11.5" 6.0:` n.o" 7.0" a.0" - -"-"-- ---T`- ------B--WHERE-LAGSCREWS-FAS7EN TO-NARROW-FACE-OF STUD-FRAMING,-FASTENER--
- $'y
-- -- SMALL BE LOCATED IN CENTER OF NOMINAL 2"x 4" MIN. WOOD STUD.3!4° sr •1"
I/4"POWERS SS DROP-IN _- -- 3-112"Hitt EOG£DISTANCE EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMSN, . U SCREWSDST SHALL
W/1/4-2tl SS BOLT AND Ci C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 CA CS HAVE PHILLIPS PAN HEAD OR HEX HEAD.
1"EMBED(3004pst MIN 43 MOPI I6.0"55.V'16.0`116.0"116.0"114Z-1 9.0"113.V-116.0"115.0" 7.5" 5,0" AO" 12.01, 9• MACHINE SCREWS SHALL HAVE MINIMUM OF 112'ENGAGEMENT OF THREADS IN
O?NC) 53 16.0;'16.0"10_1:15.0^16.0"ib.0^10.0" 6.5' 1_0_5"16.0"12.0 6.0'1. 4.0" 7.5'• _.B.S" - - - - BASE-ANCHOR AND MAY HAVE EITHER-A PAN HEAD,TRUSS HEAD,-OR WAFER
s - -- - ---° -- - HEAD(SIDEWALK BOLT),U.O.N.
62 i5A"13.0" 8.0" 12.5"15.5"15.0" 8.0" SA" 9A" 12.0"12.4" 6.0" 4.0" 7.5" 8.5" -
70 16.0"10.5" 7.0" 11.0"16.0"12.5" 6.5" -0.5 8.0 9.5" 12.0" 6.0" 4.0" 7.5" 8.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. "
Io0 12.0" G.p" 4.0" 7.T' a.S" 12.0" 6.W' 4.0" 7.5" 8 5" 12,4" 6 0" 4.0" 7.5" 6.5" " �&
Z'MIN EDGE DISTANCE �' DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, 3 9
u12 StA5 W!2"EYEWALL Cl C2 C3 C4 CS Cl C2 C3 TA CS Cl C2 C3 C4 CS NUT OR WASHER WINGNUT, COPOUOJrt1WJIXLBfWU➢DOP.E
.i ARMOR INSERT W12"EMBED 43.16,0•'16.0"YL5 14.0"16.0116.0"116.0"17.5- 10.0"16.0"16.0" 9.0" 4.5" 6;5'_13_5" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15-2339
(2u00psl F1IN CONC) 53 '16,0"16.0" 8.5".13.0"16.0"16.0"11.5" 5.5" 8.0" 16.0"14.0" 7.0" 3.5" 5.5" l0A" ,
i 62 16.0"15.6" 7:0" 9.5'.16.0"X6.D" 9A^ 4.5" 6.5" 14.0"24.0" 7.0" 3.5" 5.5" 20.0 12, WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED 70 scAte:
DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL PAGE DESCRIPTION:
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" 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK
.104 X4.D". lA„ 3.5" 5.5" 50.0"34.0" 7.0" 3.5" 5.5" 10.4"74.0" 7.0", 3.5" 5.5" 10.0„
R12 SMS W/2.75"EYEWALL 43 16'q"16.0"16.0"16.0"16.0"16.0•"16.0"f0.0"14.0"126,0"16.0"31.5" 6.0" 9.5"
ARMOR INSERT Vtj 2.5" '53 16.0".16.0"12,0"16.0"160"56.0"15.4" 7.5" Xt.9"16.0"16.0" 9.0" 5.0" 8.0" 13.0"
EMBED CZ MI COtic) 62 16_0"16.0" 9�5" 13.5"16.0"16,0"11.5" 6.5" 9.5" 16.q"16.0" 9.0" 5.0" 8.0" 13.0" (CJ 1
74„ 16.0"X6.0" 8.0"XL5"16.4"16A" 9.5" 5.5" 8.5" 14.0"16-0" 9.0" 5.0" 8.6" 13A"
-. ,'s - „• -•' '100 16.0" 9A" 5.0" 8.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0"16.0" 9.01• 5.0" 8.0.._W
.0" 13.0"
ANCHOR ;SCHED&LEi 4ONtRETE (CONT.) "g9p''r
2-3/16"MIN EDGE DISTANCE 3-I JH"hiiN EDGE DISTANCE , •U`t! j'�;.
Soans Up TD 6'•0" Spans Up To 8'-3" Soans Up To 11'4" Spans UO 70 6'•0" Spans Up To 8'-3" Spans Up To 12'-0"
LOAD ,CONNTYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE `
O•. ANCHOR (psr, '
Cl C2 C3 Cd C5 CI C2'I C3 C4 CS C1 C2 C3 C4 CS Cl C2 C3 C4 { CS Cl C2 C3 C4 CS C1 C2 C3 C4 CS �tbx
5)15"ITC.TAPCCN XL-WSTti 43 26.0" 16,0"16.0"14.0"26.01*16.0"16.0•'11.0" 7,0" 22,0"16.4"16.0•'16.0"16.0-116.0-i6A"16,D"16.0"_12.5"16_A"16.0"16,01*11.5" 7.5•' 32.0"16.0" �+^'Q
f 1-3/+i"EMBED(2899ps1 MIN 53 16.01*16.0"14.0"16,p"16.0"1610"14.5"1 9.0" 14.0"16,0"16.0" 9,0" 6.0" 10.0"12.5"16.0"16.0"14.5"16,0"36,0" 16.0"15.0" 9.0" 14.5"16.0" 16.0" 9.5" 6.0" 10.5"13.0"
j CUNC} 62 16.0"16,0"1151 16,0"16.0"16.0"St.5" 7,5" 12.0"26,4"25.0" 9.0" 6A" 10.0"12.5"16.0"16.0"11.5"ifi.0"16.0"16.0"11,5" 7.5" 12.0"Sb.O"TO
" 6.0" 10.5"27.61* 'rya
70 1F,0°55.5" 9,"a" 1510" 16.0"16.0•• 9.5" I.
10.5"13.5"16.0" 9.0" 6.0" 10.0"12.5" 16.0"16,0"10.0"15.0"16.0"16.0"10.0" 6.5" 10.5"14.0" " G.0" 10.5"13.p", - 7 100'16.1`•9;0" 6.W' 10.0"12.5"16.0" 9,0" 6A" 10.0"22.5+'16-W' 9.0" 6.0" 10.0 I2.5"36.0" 4S 6.0 14.5 13.0"i6A" 9.5" 6.0" 10.5"23.4" " 6.0" 10S"13.0" .13rf X417�jjjS/16"ELCO VLTRACON 1YITH 3. ,0"16.0"16.0'+16,0"16,0"16.0•'16.()17.5"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" " 9.0" 15.tl"16.0" f syX It
1-3/4'EMBED(350Gps1 MIN 53 16.0"160':160"160"26.4"16.0"35.5"100•'16.0"Sb,G"16.0" 9.5" 65" 11.5"13.5"26.0"SG.O"IG.O"26.0"16.0'"16.0"26.W'1101*16.0"26.0" " 7.5" 12.5"35.0" 1.2 5 V LL W(GONG; • '62 16.0"16.0"12.5"16.0" 16.0"26.0" 11,0" 8.0" 14.0"Ifi.O"16.0" 9.5" 6.5" 11.5"13.5"16.0"16.d"IA.O"16,0"16.0"16.0"13.5" 9.0" 15.0" 16.0" 5" 7.5" 12.5"15.0" I 4:� l7g70 16.0"16.0"10.5"16.0"16.0"16.4" 10.0" 7.0" 12.0"14.5"16.0" 9-5" b,5" 11.5"13.5+'16.0"16,0"11.5'36.0"16.0"26.0"210" 7.5" 13.0"ib,4" 5'" 7y5" 32.5"15.0" 7 ,s,,In W"a
( -✓ 1 100 16.0"1 9.5" 6.5" 11.5-'13.5"16.0" 9.5" G.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"16.6"10.5" 7.5" 12.5"15-0"16.0"10.5" 7.5" 12.5"15.0" L
J .i;4"304 SS 70WE:S TAPPER 1-1/2"MIN EDGE DISTANCE - 3'MIN EDGE DISTANCE
~W
9Ji-3i4*EMSED(3000psiME
C1- C2 C3 C4 C5 Cl C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 Cl C2 C3 C4 CS C1 1 C2 C3 C4 CS N $�,'S x
IMIN CONQ !-6-V'"
:4.5'1 6.5" 8.5" 16.0 115" 7.0" 4.0" 6,0" 12.5" 7.0" 3.5"/ 4.D" 5-5" 16.0"16,0"33.5" 16.0"16.0"16.0"14.01* 8,0"
I ( $." 4.S' 6,5" 14.0" 9.0" 4,5" 3.0" 4S' 90" b . , 16 _6.5" 3.5" 5.5" 11.0" 7.0" 3.5" 4.0" 6.0" 6.0" 3.0" 3.0" 4,0" 16.0"17,0" 7.5" 11.0"16,0"14.5" 7.5'_ S.0" H.0" 1210 12.06.0 A.0 6, . <_5.0" 7.0" 5.0" SOA" 60" 3 3.5" 4,5" b.0" 3A3.03.d / 3.0 d.0" 6,0" 3.0" 4.0" G.0" 4.0" 6.5" 8.5" G
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK �
1"MIN EDGE DISTANCE 2-1/2"MIN EDGE DISTANCE 'A Y
Span Up To 6.0" Spans Up TO W-3" Spans U0 To 12'-0" Soans U To 6'-0" Soans Up To 5-3" Spans Up To 22'-0"
C[o� 2CAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE
APCHOR (psr M'� O
••, xG } Cl C21 C3 C4 CS Cl C2 C3 C4 CS CI C2 ( C3 C4 I CS Ct C2 C3 I Ca I CS Cl C2 C3 C4 CS CI C2 C3 ( C4 CS N m
3.0" 43.50" 8A.50" 40 .0"
6 6. 113.5" 8.5" 6.0" 3.5"4IT:TAPCON 1lTM 43 8.5" 9.5 6 A0" 3.5QZ�6
A4S' 8,0"
62 Kpi
M
p
70 4.5 /�� f 5.0" 3.0• 5.5 3.5" 3.5"1 6.5" 4.0"% 3.0" 4.0 m £O
�� 4.0" 4.0"
1uP E
1/4"'cLCO ULTIWON YGTeI 43 13,0`110,5" 6.5" 13.0" 9-W' 9.0 13.0 10.5 4.5" 6.0" 13.0" 9.0" 5.0" 3.0" 4.0" 4,0" 5.0" 4.0" �!• y p
�i•1J-4"EMBED53 10.5" 6.5" 10.5" 6,5' 3.5" 5.0" 10.5" 6.5 3.5 3.5 6.5 4.0 3.0'
u 62 B.S" 9.0'• 0Js" .4,5` 4.0" 9,0"
..
?P 7.0"1 7-0•• 3.5"
•. ,� •4 3.0" 9.0"
1l4"1LtLEN[tM t?ktFASY 43 22.5"14.5' 4.0" 5.0" 12.5" 9.0" 5.0" 9A" 5.0" k.0" 13.5"71.5" 5.5" 7.5" 13.5_'id-0+. 5.5" S,D" 10.0" 5.5'• o
-w
ANCHOR W1)-i/4"VIDEO 53 4.0"' 10.0" 4.0" 11.0"
8.0" 4.5" 8.5" SA"_ 4 0" 4,0" 9.0" 5.0" 9.S"
70 6.5" 7.0" -4.0" 4.0" 7.5 4.tl" 4,0" 8.0"
t9 o 9 tC0 4.d" / 4,0"
n __ _7,'MINE GEDISTANCE
5 1/4"ALL-POINTS SOLID-SET 1-1/4"Fi1N EDGE DISTANCE -_ _ _ „
" EMBED 'Ci C2 I C3 CA C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS C1 C2 C3 I C4 CS CI C2 D C3 U CS Ci G2 C3 C4 CS
'tl• ANCHOR W(7/$"E.48.D&
g + 1!4•'0 Si iACh'NE 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" S.P" 16.0"16.6" H.5" 10,0"IG.O"16.0"
d
o '
53 12.5" 7.5" 3.5" 4.5" 12.5" 8.0" 4.D" 3.5" $.D" 5,0" 3�5" 16.0"13.0" ! B.0" iG.O"14.0" 7.S" A.W' 8.5" 13,5" 9.0" 4.5" 4.4" 6.5'" - r: e
62 14.0" S.5 j 9.0" 10.5" G.5" 3.0" 5.0" 5.0" 3.5" 16.0" 9,S" 5.0" 6.5" 16.0"11.0" 5.5" 7.0" 4.5" 9.0" 9.0 43 4.0" 6.5" Q 7p a4
3.5" VEJ
9.0" 5.5" 4.0" 5.0" 3.5" 34.5" 8.0" 4.0" 6,0" 15.5" 9.5"7.5" 4.0" 7.0" 9-0" 4.5" 4.4" 6_5" ti j J
5.0" 3.5" 5,0" 3.5" 5.0" 3.5 9.0" 4.5" 4.0" 6.5" 9,W' 4.5" A.0" G,5" 9.0" 4v.5" 4.0" 6.5"
`t I •5;16'ITYJ 7APCO17 XL YJ[TN -15
..._ _ 3"MIN EDGE DISTANCE 4'MIN_EDGE DISTANCE
E @z
E 1 C a�" Ii'a ." E
c I 1.3!4"ENEED C3 1 5 i C3 C4 CS Cl C2 C3 C4 C5 Cl CZ C3 CA CS CS C2 C3 C4 C5 C2 C2 C3 C4 CS CI C2 C3 C4 CS
dz 16.0"16.0" 9.0" 11;0"16.0"14-0" 7.5" 5.0" 8.5" 24.0" 8.0" 4.0" 3.0" 5.5" G.5" y
3 �/ IS.S" 9.5" 6.0 4.5" 6.5" 10.0" 6.5" 4.5"
i„ i 13.01* A.0"
E2 r
10 54.5' S.5" 4.0" 7.0" 11.0" 6.5" 5.0" 5.0" b.5" 4.5" A I., u
6.S" 3.0'• 4,5" 4.S"
®aEpg
f -�V I 1-4116'hllN EDGE DISTANCE 3-3/8"MIN EDGE DISTANCE `!
1 'I.: fTt'
yyy .IG"2tCL+JL'fii.4CONW "2 , C2 C3 CA CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 COPYIUf1dtWJi4'LEDQiUU)OP.E,
�' f I1 Y;il',Sr?6cD 43 12:0"10.4" 11.0" $.S" 8.5 36.0 26.0 8.S" 31.0"ib.4"55.0" 8.5" 7.5+' is 0' 8.5" 7.0"
t 59 P 5" 6A" 9.5" G.0" G,0" 16.0"10.5" 6,0" 8.5" 16.0"11.0" 6.0" SOiS" 7.0" 15-2339
c I -tit 8.0"• f 8.0'• 14.0" 7.S"_ 7.D" 14.5" 8.5" SCALE:
I 1jytw.P:+vTO G,5" / 7.0" 13.5" 6.0" 6.0" 12.0" 7.0 7.0'• PAGE DESCRIPTION!
tUP
ANCHOR NOTES;SEE SHEET
i'• �}
9 FOR ANCHOR NOTES. o
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
_ 2"MIN EDGE DISTANCE ti$� •"•11"'�•
�iSpans U,D To 6'-0" Soans Uo To 8'-3" Spans Up70 12"-0"
OA CONN TYPE CONI)TYPE CONN TYPE
s ANCHOR: Ci C2 C3 I C4 CS Cl C2 C3 C4 CS Cl C2 C3 } C4 CS
012 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 4.5 4,0•• 7.0" 2�•
$ ARMOR INSERT W/1-114" 53 16.0"1025" &0' 7.0" 16.0"11.0" 6.0" 3.5" 5.0" 11.0" 7.0" 3.5" 3.5" 5.0'•
EMBED 62 14.0' 7.S" 4.0" 6.0" 14.5" 9.0" 4.5" 4.0" 7.0" 7.0" 3.S" 3.5" 5.0•' S-r0• •y(A a,' i g
y m 70 1!_5" 6.0" 3.5" 5.5" 1225" 7.5" 3.5" 3,5" 5.5" 7.0" 3.5" 3.51• 5 0" �QF ii�J{p: {tQ.t LGr,�
100 ZO" 3.5" 3.5" 5.0" 7.0" 3.5" 3.5" S.tl" 7.0" 3,5" 3.5" 5.0"
,o4
ANCHOR SCHEDULE: WOOD (G-4.55)
3/4'MIN EDGE DISTANCE t7 w
rj Spans Up To 6'-0" Soans Up To 8'-3" Spans Un 70 12'•0" 4 Y 4,�
LOAD CONN TYPE CONN TYPE CONN TYPE Ij 11WWX]' �S
ANCHOR 1 I N O z
x G (P64 Cl C2 c7 c4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Lu '"w�3°m
1/4'LAG SCREW WITH 1-3/4" 43 16.0"26.0"21,5"12.5"'26.0"16.0•'1&0" 7.5" 9.0" L6:0"16.0"14.5" 4.S' 6.0" 16.0"
MIN THREAD PENETRATION 57 16.0"16.0" 8.5" 30.0" 16.0"16.0" 6.0'• E.16,0"16_0"11.5" 4.0" 5.0" 1G.0" NOcc
62 16,0"16.0'• 7.0" 8.5" 16.0"16.0"14.5" 5.0" 6.0" 16.0"'1620"11.5" 4.0" 5.0" 16.0" tmoi WQ
16.0" 6.0" 7.5" 160"16.0"Y2.5" 4,D" 5.5" 16.0"16,0"111.5"14.0., so. 16.0" ..
1217"MiN EMBED®1 4-20 62_24.0" 8,.T 4.5•' 6.S' 14.5" 9.02' 4.5° 3,0" 4,5" 7 0'" 7 0 115"' 4.0" S.0" 16.0" a -
7/16-WO CO BUSHING WITH 43 16.0"16.0' 8.0" 10.0"16.0"15.5' 8.5" 4.5" 7.0•' 15.5" 8.5" 4.5" 4.5" 7.0••
a / 53 L6.0"10.5" 5.5" 8.0" 16.0"13.0" 6.0" 3,5" 5.5" 11.0" 7.' 3.5" 4.0" 5.0" (A`
% -• SS.MACNINE SCREW _ 0" 3.5" 4.0" 5.0" n
/ m
' n0 ,Llntm 70 17.,0" 6.0'• 3.5" 5.5" I2.5" 7.5" 3.T'r/// 4_.0" 5.5" 7.0'2 3.5" 4,0" 5.0'
{C•''00�41081 100 7.0" 3.5" 4.0'" 5.0" 7.0" 3.5"'P/ 4.0" 5.0" 7,0" 3.5" 4.0' 5A"
014 SMS OR 014 WOOD 43 16.0"116.0"12,5"14.5"16.0" 16.0"16.0" 8,0" 10,0"16.0"16.0"11.5"
SCREW WITH 1-3/4"MIN 53 16.0"16.0'" 9.D" 11.5"16_0"16.0"15.0" b.0"' 8.0" 16.0"16;0" 9.5" 4.0" 5.5"' 13.0" w 5
d THREAD PENETRATION 62 16.0"16.0" 7.5" 9.5'_ 16.0"26,0"11.5" 5,0" 7.0" 16.0'•16.0' 9.5'• 4.0'_ 5.5" 13.0"
e'
70 16.0 160" 6.5" 8.5" S6K k6.0"10.0" 4.5" fi.0'" 14.0"16.0" 9.5" 4_0" 5,5 13,0"
100 16.0" 9.5" 4.0" 5.5" 23.0"16.0"19.5" 4.0" 5,5" 13.0"16.0" 9.5" 4.0" 5.5" 13.0" �.�c O '
ANCHOR SCHEDULE: WOOD (G=0.42)
I 3/4'MIN EDGE DISTAIICE
�i Spans Up To 6'-0'• spans Up To B'-3"' Spans Uo To 12'•0" (",-_1i•"•(s p '
LOAD CONN TYPE CONN TYPE CONN TYPE 1 E 3 S
O ANCHOR (psf) a
x GI C2 C3 C4 CS Cl C2 C3 Cl Cs Cl C2' C3 } C4 CS
D
1/4"LAG SCREW WITH 1-3/4" 43 16.0'•16.0" 9.0" 10.0"16.0•'16.0"I6.0" 5.5" 7.0" 160""16.0" 9.5 3.5"' 4S'• !S.0" "n
MIN THREAD PENETRATION 53 16,0"16.0" 6.5" 8.0" 16.0"16.0"12.5" 4.5" 5.5" 16,0"15.0" 7.5"! 3.0" 4.0 11.0" aaaSSS
62 16.0"16.0" 5.5" b.5" 26.0"16.0" 9.5" 3.5" 5.0" 35.0"55.0" 7.5'0 3.0" 4.0" 11.0" �+
70 16.0"13.5" 4.5" 6.0" 16.0"16.0" 8.0" 3.0" 4.0" 11.5"15,0" 7.S' 3.0" 4.0" 11.0" (� _
g. 100 15.0" 7.5^ 3.0" 4.0" 1L0.15.0" 7.52•30'" 4.0" I5.0"
A14 SMS OR 024 WOOD 43 16,0"16.0" 8.5" Y0.5"16.0"SG.o"12.5" 5.5" 7.0" 16.0"13.0" 6.5" 3,S" S.0" 10_5"
q SCREW WITH 1.3(4"MIN 53 260"16.0" 6.5•' 8.0• 16.0"16.02 &5" 4.0" 5.5" I6.0"50.5" SS" 2.5' 4.0" 7.5"
O THREAD PENETRATION -`-'-' _
_1414
62 16.0"21.5„ 5.U•, 7.0" 16.0"13.0" 6.5" 7.5" 5.0" IO.S" 10.5" 5,5"_ 2,S"_ 4.0"__7.5"
"' -- - ------ -'-- - _ ---70 3.0" 4,0" 8_0" IOL5" 5.5"•2.5" A.0" 7.5'• -
- 100 30.5" 5.5' �2.5" 4.0" 7.5 10.5" 5.5" 2.5 -4.0" -7.5" 10.5" 5.5" 2.5" 4.0" 7.5"
ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK '
¢
-_ MIN EDGE DISTANCE-
- -
_ .
Spans Up To 6-O" Spns Up To B'-J" Spans Up To 12'-0"
s LOAD CONN TYPE CONN TYPE CONN TYPE ,TI
O
ANCHOR. (ps0 n
J x� Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl G2 G3 C4 CS HIyyy
5/Y§'ITW TAPCON XL W/ _43 16.0'16,0" 16.0"16.0"15.0"16.0"16.0"16,0"15.0"-9.0"_14.0"16.0"
2'1/d"MIN.EMBED 53 IG.O"16.0"16.0" 16.0"16.0"16.0"110'•16.0"16,0"160"120" 7,5" 12.0"16.0" R3
pp 62 !6.0" 14.0•'16.0.16.0•'12,0" 7.5" ILO'160'• e
.Q '. 70 1GZ'16.0'•11.5"16.0"16.0"16:0"12.5° 8.01' 12.5'•16.0" 16.0"12.0•' 7,5" ILO"160" gy@
9 100 16.0'•12.0'• 7.5" 12.0"56.0"fr.,,,12.0" T.5" 12.0"36.0"36.0"12.0" 7.5" 22.0"16.0" �s ?�. �9
5/16"El ULTRACON W/ 43 16.0'16.0"110.5"14,0"16.0"16.0"10.5" 6.5' 9.5" 16.0"111.0" S.5" 1.5" 9.0" OOO d
C)2.1(4'M1N,EMBED 53 16.0'13.5" 7.5" 11.0"16.0"14.0" 7.5" 7.5" _13.5"_ 9.0" 6.5" CCF"8TlAAMLW0WMPE.
16.0" 9.01" 16.01•11.0" 1 6.5" 9.0' e.o'• 'vs" 15-2339
(;• '' -70 15.0" 8.01• 5.0" 8.0" 15.5" 9.5_j//// 7.0'" 9.0" v 6,5" SCALE: -
100 90"_ 5S" b.5_" 4.0" 5.5" 6.5" 9.0" 6.5" pA6E DE60R1PT20Ni
2"MIN EDGE DISTANCE -
rt Ci C2 C7 C4 CS Cl C2 C3.
012SMS W/2"EYEWACL 43 !6.0"16.0" 9.5" 31.5"16.0"16.0"19.0" 6.0"•
ARMOR INSERT W/2-EMBED 53 16.0"16.0" 7.0"" 9.0" 16.0"26A" 9.5" 4.5" 6.5" 160111.5"16.0"13.0"1 4.5" 8.5"
62 L6=011 1-
" 70 16.0"10.5" 5.0" 6.5" 36,0'12.5" b.5" 3.0" 45" 4 00' 11.5'"-b.W 3.0" 425" 8.5" ANCHOR NOTES:SEE SHEET
I -- 9 FOR ANCHOR NOTES,
3.0' 4.S' 8.5" 11,5" 6.0" 3.0" 4.5" 8.5" 11.5" 6.0' 3.0" 4.5" 85"