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Product Approval Menu>Product or Aoolication Search>Application List>Application Detail
DEC 1 2'2019
FL# FL13757-R6
Application Type Revision ST, Lucie County., Permitting
Code Version 2017
Application Status Approved
Comments
Archived FILE
UUMPY
Product Manufacturer Town and Country Industries,
Address/Phone/Email 400 West McNab Road
Ft.Lauderdale, FL 33309
(954)493-8551
tomj@tc-alum.com
Authorized Signature Frank Bennardo
frank@engineeringexpress.com
Technical Representative Thomas B.Johnston
Address/Phone/Email 400 west McNab Rd.
Ft.Lauderdale, FL 33309
(954)970-9999
tomj@tc-alum.com
e
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Accordion
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report Hardcopy Received
Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E.
the Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation&Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By ORLANDO L. BLANCO,P.E.
Validation Checklist- Hardcopy Received
Certificate of Independence FL13757 R6 COI Indeol.odf
FL13757 R6 COI Indeo2.odf
FL13757 R6 COI Indeo3.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2006
ASTM E1996 2005
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL13757 R6 Eauiv Eauivl Ddf
FL13757 R6 Eauiv Eauiv2.odf
FL13757 R6 Eouiv Eauiv3.odf
Sections from the Code
Product Approval Method Method 1 Option D
Date,Submitted 08/09/2017
Date Validated 08/11/2017
Date Pending FBC Approval 08/22/2017
Date Approved 10/10/2017
Summary of Products
FL# Model,Number or Name Description
13757,1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13757 R6 1I Dwal.Ddf
Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo, P.E.PE0046549
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See installation drawings for allowable FL13757 R6 AE Evall.Ddf
span/pressure combinations and additional limitations of Created by Independent Third Party: Yes
use.
13757.2 6.8 Streamline Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13757 R6 I1 Dwa2.Ddf
Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo,P.E.PE0046549
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See installation drawings for allowable FL13757 R6 AE Eva12.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 R6 11 Dwa3.odf
Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo PE-0046549
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +110/-128 Evaluation Reports
Other:See product drawing for additional information, FL13757 R6 AE Evai3.odf
anchorage,etc. Created by Independent Third Party: Yes
Back Neat
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovriaht 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:
1Z 8
Gredk Gard
Safe
\,11 ++ FEANK L.BENNAR[
6.8 STREAMLINE SHUTTER
FOR USE WITHIN AND OUTSIDE THE HVHZ
GENERAL NOTES: 4' NO PE004654 A
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING
CODE SIXTH EDITION(2017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE
ZONE,AND THE INTERNATIONAL BUILDING CODE IBC AND INTERNATIONAL RESIDENTIAL CODE UNLIMITED WIDTH--- : �1 ry
(IRC).THIS SYSTEM MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN O STATE OF "�
ASTM E1996-09.SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION Q:
2 DETERMINED PNEGATIVE
R SE ARATTE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE PRESSURE /,� �S �(
REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE
FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN
PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. Z� ��U
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202203 AND ASTM E1886/E1996/E330. �D o`
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM T STED PRESSURES DIVIDED BY A 1.5 Z ON D b§
SAFETY FACTOR. B
S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND w ON I� �
ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW N 8 z
CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. s
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND w
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. w
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE w .�4 G
DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR
WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 w
SHALL BE USED. z
8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC Ln
=< �'
Xw m
9. THESE SITE.
INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL a
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME
PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER O TM w.0 e
19
61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. n `
10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE11 t�� S
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR v
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. c co
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL mDOCUMENTS t
11111111111 -K
12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING HURRICANE PROTECTION11A BOTTOM
OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND TRACK 9
SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE o
DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE
13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS o
INFORMATION: TOWN&COUNTRY INDUSTRIESd $
FORT LAUDERDALE FL TYPICAL ACCORDION
MISSILE LEVEL D-ASTM E1886,E1996&E330 1 SHUTTER ELEVATION
TAS 201 202&203 rr
FLORIDA PRODUCE APPROVAL NUMBER1 N.T.S. EXTERIOR ELEV
n 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TABLE 2: `1'1
15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS
MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052
ALUM.ALLOY. NON-HVHZ ESSENTIAL jC.VdWFPML1W#=P.E
16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ A.
BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE.
18. FLOOR TRACKS MAYBE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. s30'ABOVE >30'ABOVE 530'ABOVE >30'ABOVE
21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK.
23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4" 1-518" 2-31W 1.5/8"
TABLE 1: 89" 3-112" 1-718" 3-618" 1-7/8"TABLE 1 NOTES: 120" 4.118" 2" 4-1/4" 2'1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8" 2' 5. Z"ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES:SPAN SCHEDULE AT EACH RESPECTIVE SHUTTER SPAN. 2. HRDA HVHZ:DEFINED:DEFINED AS IAS ALL LOCATIONS OTHERAMI-DADE COUNTY AND RTHAN MMIAMI-DARD DAADE C UDNTY AND BROWARD COUNTYPOSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FLaAT67i- 39
SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS I5 REQUIRED FOR INSTALLATIONS IN WIND
SPANBETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A .�...' I
PRESSURE PRESSURE DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PAGE DltQIPTIDN:
PSF IPSFl SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL
72" 10D 100 HAVE 2-7/0"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30'
ABOVE GRADE.
99" 70 70 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE
120' 53 63 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. �7 !
6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM
144" 43 40 E1996-09.
i
\\\\\\, L 111/1111114E9NNAflDO,P.E.
r-
_
PROJECTION VARIES
}}}--- 2,874" 4.874"MAX. �� L
{0.115' _ •SR - --•-
E5
o.D6z^ 0,450° T 01080° =* NDPeCO4651 '
g0.125° 1.830" 0,062"
"- _A >F O-
1.7080.100" _
N 1.708- 0.100" ^' �- O.O8D" 0.063' -O °
0.195' r %"fl% ST o N
0.195" 0,096' �- 0.060" 0.070" 0.060" N 2.820° - , ATC OF
...ir 0.125" 0.630° --} 0.630' 0.062"„ 1.908" ORIDA m s
t -T• fn 1.993"
0.630"U-i
� 0.062" 0.630" 0.062" ,y1 �- i 0.143" 0.096'' N G c5
n
i
'3;069"- I 10.971" OT��
-y-1 15a �• O�U60' }�-"'T L I }0.971"•{ 0.143" L
fU //llllll 1 !`3
ff�X0.200' --�- 7 0.06y' S:d70°•t0.630" W U
0.062" I 0.062" Lp,200" \ r 0.630' 0.06" 0.062" �7Q}-1.069' /� -1.'" 1Q W ee Itl L�
1.069" // i 4_ o m =,
`y�SUPPORT LEG OPTIONAL) M1 -. I 0.200 0.062" 10.200" �N
}-1.069'-} -1.069"4 W 9
5.745"MAX. 0.062
5.745"MAX. 7,C
OWALL O BUILD OU i WALL O STREAMLINE CEILING TRACK O¢ STREAMLINE WALL TRACK O HEAVY HEADER SILL O LITE HEADER/SILL O W d�W
SCALE:HALF SIZE �-/ SCALE:HALF SIZE SCALE:HALF SIZE SCALE-HALF SIZE SCALE-HALF SIZE SCALE:HALF SIZE p
WHERE SHOWN,SCREW BOSSES
�+ 8.FELT GROVES ARE OPTIONAL
kd¢Q{ION ALL EXTRUSIONS n
w
0.874-F }--2.655" 0.675"
-2.195" 2.195' 1.230"
M 2
-- _ -
W0.060'
1.229°
0.75"2.65cW
�eg0�1n+1
}--12.362"
1 0.105' � i I � I 4.84"-
0.
.84•
1.069"J � -_ •N+ N .831' 130 ry voi II
11 4.510° S
An
11 :I 0.075"- O Irl
iapt_
' 1.069" 0.105" I 3 I' 0.075"LL
4.510 •Li
0.994"� NOTE:TESTED THICKNESS OF----4.510' BARE METAL W/O PAINT IS 0.039'
0.07 3.506"�
O7 SILL Og SILL ADAPTER Og EXTENDED SILL 10 EXTENDED SILL ADAPTOR D ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE
R SCALE:HALF SIZE SCALE-HALF S1ZE SCALE:HALF SIZE SCALE!HALF SIZE SCALE:HALF SIZE CMI 5
� SCALES HALF SIZE 1
F
0.080' 0.477" 0.341'�I 1.570" 0 510"
0.143" 0.14 " 0.590" O6� 0
.070"
--r-0,245-
1.708"
0.245"
1.708" 0.096° )L�-10.143" 0. 15° 0.060"•{-r
01 .080' 7-
;o
090"ry
Ey
aE
0.096"
4.530' �p
1-0180" _ ry ;j 0.080"
> n 1 0.080, re
5t E�' 0.044" 0.227" 0.682' 0.630' 0.060' L I I WPYICUIfflL4RL�/W90PE
1-
I 0.693° 15-2339
NOTE:THICKNESS OF BARE 2.822" {--1.625•---{ 0.920° Sr...A _
METAL W/0 PAINT IS 0.039" rlwe nlgwrrsml,
15 6.8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SILL 17 6.8 STARTER Ig WALL SILL CLIP Igb WALL SILL
SCALE:HALF SIZE SCALE HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE-HALF SIZE
' '' Fwwx L BENNMDOj P;E.
IIII1111111//` r1K ;7-V4 0.125" 0.610" STAINLESS STEELNYLON WASHER OR ` LI�ASSEMBLY r' 0" / ALUMINUM yI�,I0.357"0.320"O HOLE 850 0.276"{-i �'Ol�p
Sp o w c #10 x 2-3/4"410 HT S.S. I I - 09654
0 0.880 O.DS NYLON ,..,t� v a a INSERTS SCREW W/TC ULTRACOTE �• 0.591" * 8
WHEEL o 20'o
1 - INTO COATING m N
1.100"-) }-0.240" L�I0(4,
_rt TRACK (TYP TOP&BOTTOM) y0.062"- �(��...•STgT�-O ,"G• 1
I II NYLON BUSHING W/WASHER: /Sj ��RIDA ro u
f TYP.AT EVERY OTHER ilY- flT0.750" 7/16"0 x 1/2"@ INTERIOR JOINT TOP / "•' u7 ry
} ---5"MAX. INSIDE JOINT ATTOP. 0.870" 7/16"0x 1"0 INTERIOR JOINT BOTTOM 0.154"X0.137' �, ,q�ENGN �fA 'Eul
CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR I I I I I I I 1 LIN ZW 0 U
ig ANGLE HOUSING-ZINC DICAST,POWDER COATED P� §
O ROLLER ASSEMBLY 2q BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT (�q �¢ugggg�g®S=`g
SCALE HALF SIZE 22 SCALE:HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE Z of m Ql
SCALE.HALF SIZE SCALE:HALF SIZE a
OR KEY/THUMB TURN OPERATED INSIDE. uJILJ aN 9 m
}-}0.250" 23 BRASS PUSH LOCK °u"'w
SCALE:HALF SIZE ��)�J���(�J�/�'/,/��' Nzdw
R0.155" 1.978" 2.125" O ui
4.000' 0.236" -1.742 0.286" 1.603" 'i
R0.500' - 0.500" -1.710" 1.224" 0.267°
_ 0.623"
N 0.790" 0.090" 0.319" 0.531" 0.531" m
6 0.064" m 0.2 26;� o
2.250"
n
0.250° O 0.09 0 om \-6 0.607`--I 0.607' m
O.11tl"' I I '.:. fir" o
'1 T-0.224" 0.239"' }.• N I' I u�i n m �m n v u�i N Q °'
0.060' 0.496" 0.240" , j .•i.i.i .3.� I I .i vI rn� m
2.000"--� 1.758• �... I _ 1. ,� o °Q m
jele
27 RAINGUARD' 28 DECORATIVE FLOOR TRACK "T� 1 o.z4o• �m
O SCALE:HALF SIZE SCALE.HALF SIZE 0.160 1.001" 0.062 0'222"-}Y , 0.062 -0.176"
30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER
8 SCALE HALF SIZE SCALE HALF S1ZE SCALE'HALF SIZE o
-u-0.062" ' E c g
}}}----�5.500°x 13/16"WIDE-- -� }---f 0.400"
I " STAINLESS "a1
t I ,A (•16T_ 30 7/160 STEEL NUT
0.125" CD
I Y N-I I" 0.438"
d I -0.188" 5/16-18x1 MACHINE SCREW
TYP.
5/16"0 INTERNAL STAINLESS STEEL F L= N __ 0.121"
4.500- 0.689" POWDER COATED,ZINC DIE-CAST THREAD
SECTION A HEAD STYLE VARIES "� 1.050"1 3 6 s
DELTA MODEL 2022 36 T-LOCK ADAPTER 37 T•-SCREW INSERT 38 THUMB SCREW
INDUSTRIAL SYSTEMS (OPTIONAL) SCALE+FULL SIZE SCALE FULL SIZE o -t t'0 1..254
, " 4pO 4pb 4pc
35 BOX LOCK - SCALE:HALF SIZE N 'i 0.319 ., END STRIP 1"
SCALE:HALF S
OOff IZE
3 t--z.D00^� � � 2" & 3" EXT
0.125"j-
-TT-0.125'SCALE HALF SIZE
_
0.050,
�^ 0.093"7 !
S 0.085° �`�� S°
I o -0.125" WPrt70RFlWKL91lNm0PE
o c 0.093" rt
0.085" �; - 15-2339
R N -
1
vwae��
oesrn[vrson,
-7.000"---� o`
O 2X7 ANGLE 2p ALT. 1" EIJD STRIP 21 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE '��
,j
39 SCALE!HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE
SCALE-HALF SIZE _vri5
BERNARDO;PF 199// IANYANCHORPERANCHOR EDGE DIST. _SCHEDULE @ 18"O.C. EXISTING DIST. \GLAZING _ SEE ENDAN
SCHEDULE FOR MrtISi ND EO04
N A .ANGLE EMBED z n SPAN WHEN USFpG:
yj�q 20,40a,406 OC,
LEG D RECITON 11 11 `--- l7 F 1/4-
EMBED.
4 OR 6.8 STAR O H
EMBED. t7 E' (INTERIOR) pF- _F•� / " •'.
ONO 170{ 17 — - —(MAx. WITH 21oR2 QBp
MIN.0.062"THICK 6063-T6 ALUM.
c... _ 30 ANGLE 1"x 1"MIN.TO 2"x S"MAX. d - 21 25 //SS'/
EDG -- — (ANGLE LEG MAY BE REVERSED) (F(ASTEN ANGLE TO TRACK W/ I I Z 11j U €
DIST. 39 ANY ANCHOR PER ANCHOR C2�FWER TOPREBOITT AND 3
SCHEDULE @ 18"O.C. ATTACH TO 6.8 STARTER W/ \7 or m z
13 ,3 13 S12 x 1/2"GALVANIZED OR Z
13 #12 x 1/2"GALVANIZED OR S.S.SMS, ` S.S.SMS 3/16"O ALUM.POP w DdM 9 u7
6 80"(T Y P.) l 30 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE 8"W1 z
USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18"D.C. ALTERNATE END STRIP DETAIL BOLT&NUT 1 18"O.C. 3G
(EXTERIOR) s/I6-18UMBSCREWIMOTHREADED WITH 6.8 STARTER AND ANGLE wd v
INSERT 3 AT 1/3 SPAN TO 2/3 SPAN SCALE 3"=T-0" ANY TRACK W/ O w H
FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. .W4 p
TYPICAL PLAID VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO PSF SP
SCALE 3"=1'-0" 1"HEIGHT. 1"B/0 82 OB'
72 OD'
10 1gi
2 sD"
USE(1)BRASS PUSH LOCK - 132 75"
OR(1)5/16-18-THUMB LOCKING DETAILS FOR 2"8I0(3.7') 82 05" \ SEE END STRIP
SCREW I 0 THREADED CENTER MATES ^ 2 " SCHEDULE FOR MAX. 1:
INSERT 37 AT 1/3 SPAN V
T TO 2/3 AN FROM SHOWN ON RANDOM 82 �• SPAN WHEN USING W
7g BOTTOM OF SHUTTER. 30 b 13 DETAILS 3"BIO(4.7") 62 66" g
§ RECEIVING HOLE SHALL BE 13 4D R OR 40a,STAR OR 40c, MEL rng
3/8"MAX WIDTH.UP TO 2 9• 1/4" OR 6.8 STARTER - MEL i4
1-HEIGHT 30 ALT.1"Bf0 2 °" - MAX. WITH 21 OR 25. 5.G�+ M
_- cc Te
(2.77 72
82 96 =m a
so 112 81" 40 40 USE APPROPRIATE
132 75" �� STARTER STRIP TO s 8
-•' ...-__.. 1.6X3' S 93" 40 20 PROVIDE CLOSURE �tt—.4
02
2 7" FOR3 —_ x0.093• 67 83" BUILDING CONDIRONS.60 e1" E 5
23 7I 64 78• _ FASTEN STARTER STRIP - c
A IINSIDE ° 6 TO TRAGIC W/(2)t110.1" y v
I I ( ) 2"x3" 6 13 SCREWS AT CORNER.TOP
x25,
0.
sz 2 ALTERNATE END STRIP DETAIL
"' I &BOTTOM
1 s
� 1 SCALE.3"=1'-0"67 12• ANY TRACK 4//SCREW S
Ino60 20"
13� aFw ss 6 16" BOSSES.
70 111•
3 inir
W K VI a FOR GREATER SPANS OR LOADS THAN
0 SILL W SHOWN IN END'S1•TRIP SCHEDULE,END e
RR33 NSTRIPSSPS REQUIRE A 1•xX90'CUP ANGLE <�
F- Lf) MID SPAN USING ANY ANCHOR ON THE EXISTING GLASS a 1
:D Z ANOIDR
"� v SCREW . A3/4•TEK
0 RCEOUIEOt1O4ddd tltltltl a ,
END STRIP.
�. 30 'n zd USE(1)BRASS PUSH LOCK INSIDE
USE 11)BIIA55 PUSH LOCK ��_ OR(El)WS/16-18 THUMB (INSIDE)
OR(1)5/16-18 THUMB 30 13 ,�¢a SCRI 0 THREADED �I y� 4
SCREW Iy70 THREADED /'O a INSERT 3T AT t/3 SPAN SILL 7 Sj O o
INSERT 1371 AT 1/3 SPAW a 0.gi TO 2/3 PAN FROM
TO 2/3 S AN FROM Bna BOTTOM OF SHUTTER l 9
BOTTOM OF SHUTTER (OUTSIDE)
RECEIVING HOLE SHALL BE —
3/8'•MAX WIDTH,UP T / a
d 1"HEIGHT. 23
TYPICAL OUTSIDE CORNER CLOSUREJ
GC1
DETAILS AILS WO/CORNER POST X35 30 f��
NTS b-1 13 J 13 3 CD OWDEDReUMLNRQ=PI
13 3, 215 (OUTSIDE) 15-2339
SILL USE(1)BOX LOCK AT 1/3 � -
SPAN TO 2/3 SPAN FROM PnseDutwPn°nl
BOTTOM OF SHUTTER
TYPICAL INSIDE CORNER CLOSURE F� py
CC2 DETAILS WO/CORNER POST F,='l MULTIPLE SHUTTER ASSEMBLY
NTS gQ,a SCALE.3' =1'-0" 1
FRANK L BENNARDO•P.E.
Cl CONNECTION TYPEANCHOR EXISTING
�R �l l i7%i''°•`'-(
SCHEDULEEFOR MAX STRUCTURE ST
SPACING �Vp�j{�y�!•
Cl CONNECTION TYPE MAX. 1/4-20 MACHINE BOLT
\ REFERENCE ANCHOR 1/2" W/NUT @ 12"0 C OR p
/ \
SCHEDULE FOR MAX. :� ®2" #14 SMS @ 6"O C -•k
_-_ SPACING I. ITYP.TOP&BOTTOM) _� rn Ip
2FASTENERS ALUM. TUBE / 1 ��•'• lJ @T 0~M '
FL
EACH ANGLE-#�OFEMALE
063-T6 ALLOY I Lw7� (51OR 6 OR/ ��(�
EE TABLE A FOR SIZE. cl `Wilt I7 J S •''
wo OR 6 Z�
"x 1 8" 1 II 1 ALTERNATE THRU BOLT �`�3,R
1"x2 / yL
OR 2"x 2"x 1/B'• 1 Cl COFINECTION TYPE MilN GLASS a a a QI F>�
ALUM AIJGLE ___ --__ REFERENCE ANCHOR w07: U �aQa
}` SCHEDULE FOR MAX SEPARA71014
13 'A U LOmI Q
i 1 SPACING PER TABLE 2 Q Z w Z p URF
THREE 3/16"9 AN
POP RIVETS I' ill I GLA55 �waQ WW 1g"fW'� z
THREE#12 SMS, I I l �\\ OR DOOR Z=
WF Ned
16"0 ALUM PCP
VET OR #125h15 ,,.'ll._.------ I qC TC•��` - Ear 'Dww w
iB"O.C.ITYP 1 . "AiyZTABLE A(Cc3s�UR 6 ORPRESSURE VS ALLOWABLE LENGTHLE OR `_ Lo 02•x2'Kv/B 35N00 /B" o-PSF NO&0• 0K-SLAT w❑52 13D" 1BB' ALTERNATE THRU BOLT 1/4"h1AX FROM PIN
C5 CONNECTION TYPE Cl CONNECTION IYPE _ GUIDE TO BUSH114G
72 124" 179' CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR ` WASHER(TYPI t� �
J.0g
82 119° 172" NTS SCHEDULE FOR MAX SCHEDULE FOR f4AX " \ `19 4.d
92 114• I64 SPACING Fi/ w
_ j„ •#14x3/4"SMS @ 9"0 C Fa
102 110" 160" _ � ANGLE TO TUBE CONNECTION rn
120 107" 14T 2"x 2"x 125" .Ob n
TABLE B(a4) EXISTING HOST EMBED 6063-T6 ALUM TUBE Z� te
150 9T 131' --- STRUCTURE -mti
200 BB'— 114' PRESSURE VS ALLOWABLE LENGTH - 5 CONNECTION TYPE c ¢
2"x2'x O wml l 0 EDGE DISTANCE REFERENCE ANCHOR
�F Ty SCHEDULE FOR MAX E
SPACING O
62 113' 166" E 3
72 10T isr FASTENER @ 18"O C Cb ALTERNATE BUILD OUT MOUNT SECTION a
a _ (USE ANY ANCHOR SHOWN
yl B2 95, 149' IN ANCHOR SCHEDULE) SCALE:3 1'-0" d
@i 92 9S 139'
/ I'�►y o
102 90" 132" L`•"a�,
B 120 83• 122' [L�iI
a
150 7q° 109" \ /
F w
200 fi4° 9T - - w
2"x2"x
3/16 RIVET OR 4112 SMS 090"6063-T6 zn MN GLASS 13 7 '/1=
9$ (al 18"D.C. OR 1/4-2Q_ ALUM TUBE TYP N o EPARATI01.1 J_ -
? 17 c�- PER
TABLE -- m Omw a $ F
NUT&BOLT(TYP I. 3/16"0 ALUM.POP 44 -- 2 pZIB B€
RIVET OR #12 SMS �� GLASS 4 aG-1 p 6a
ALUM, TUBE i a¢ OR DOOR- o a I-
6063-16 ALLOY @ 18"O.C.ITYP.) ENn E u� B O
SEE TABLE A FOR SIZE. 2"x 5"x 1/B" v �__Y__
7.FASTENERS x CONTINUOUS ��� �:�
EACH ANGLE ALUMINUM ANGLE
1".2"x 093"6063-T6 OPTIONAL ANGLE INSIDE 3 16
ALUM.ANGLE,TYP. THREE 3/16"0 ALUM 17 ORIENTATION TYP 17 0 p
F$}
POP RIVETS OR 5 6 G
10 17 THREE 012 SMS,TYP W 6U •
$ 0 0 1"x 2"x 1/8" - 3 @ @@ 99
5�1• 4 CONNECTION TYPE
OR 2"x 2"x 118" F.DGE DIST REFERENCE ANC HUR � �
13 ALUM.ANGLE SCHEDULE FOR MAX YYY d I ��' �B
— USE MALE OR FEMALE SPACING CoF0 48BPMLEB17VDOPE
LOCK-SLAT - -- EXISTING CONCRETE, 15-2339
13 13 BLOCK OR WOOD FRAMING
(OUTSIDE) EE INSIDE SILL MOUNT SECTION
r71oe or�rnlvFlanl
012 x 1/2"GALVANIZED SCALE:3"= 1'-0"
OR S SMS,3/16"�ALUM
C� TYPICAL CORNER CLOSURE DETAILS POP RIVET.OR 1/4-20 SIDE CLOSURE OPTIONS
NTS MACHINE BOLT& NUT SCALE:3"=V-0"
@18"OC.
I
FRANK L BEHNARDO,P_E.
/ 046549 'y_.r?l
C5 CONNECTION TYPE
�, REFERENCE ANCHOR EXISTING
SCHEDULE FOR MAX STRUCTURE ♦�
oj SPACING
0 0 a 5"MAX. 1/4-20 MACH114E BOt�4
'y.- Q'
.- GLASS Cl CONNECTION TYPE Q'� •.Q
GLASS w 0 v OR DOOR-- w u REFERENCE ANCHOR 19 �p�NSM UT S(ol b"0 C NO
12"or ort
OR DOOR SCHEDULE FOR MAX. + _
13 j'ANww SPACING I/2'• (TYP TOP 8 BOT 7`6 Ip N;7k=
=w C rnM =3 Z u'� _•� C7
MN
13 'waw GLASS N~O V1
X w EPARATION z- T L'1
1!L"-20 THOU BOLT W/ I3.A55 m 1114 x 1/2"SMS 12"O C X Z Z w r
EPARATIOt Q= < @ LB PER w Q L7 N i OR(6 DR/ S/ i'n Til l,a'M
LOCK NUT (J 12"0 C OR F �+F OR 3/16"0 ALUM POP TABU=2 a u a 0 \T9JC yrJ'
12 z 1/2"SMS(ol 12"0 C.E.S. PER m~ RIVETS 6"O.0 OR 1/6"0 to w [1 OR 6 i lS
OR 3/16"W ALUM.POP IABLE 2 Z.7
RIVETS(a"16"O.C. E.S. , �� ALUM.POP RIVETS 12"OC. G m�
R 1/L"m ALUIi,POP RIVETS / it AND dO r9IJ GLASS w �. `
12"O.C.E.S ----- ASSEMBLY 1/4"MAX FROM PIIJ SEPARATION Ca z o
n° 1/4"MAX.FROt-I PIN GUIDE TO BUSHING m=0 osm
/ 1/2"TYP. PER TABLE F
O9 AND 10 GUIDE TO BUSHIrIG W WASHER ITYP) _
WASHER(TYP) ZL1 (j ry �L
ASSEFIBLY m GLASS w I-O N m
/ 1/2" I/2"TYF EXISTING CONCRETE, w 3 C0Nh1EC7101•I TlPE OR DOOR _ z 0 Z C, d
w / BLOCK OR WOOD FRAMING REFERENCE ANCHOR G JX< V1¢bxutl
w / —•C4 CONNECTION TYPE =E..E
SCIIEDULE FOR MAX aO �+
REFERENCE ANCHOR SPACING C H
/ EDGE SCHEDULE FOR MAX
SPACING AS SHOWN w
--C3 CONNECTION TYPE IN DIAGRAM ON PG 9 m0 0 5 OOR 6 OR m
YLJ REFERENCE ANCHOR EXISTING CONCRETE. b1 U
SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING1/4"MAX FROM PIN SPACING ALT FASTENER Cl CONNECTION TYPE /2 GUIDE TO BUSHING
N LOCATION FRONT AND REFERENCE A14CHOR I/ \ WASHER(TYP.) "NNP
/4"MAR014 BACK ANCHORS NOT REO'DO INSIDE MOUNT SECTION SCHEDULE FOR MAY• / `19 W�,�
WITH THIS LOCATION SCALE:3"=1'-0" SPACING K�
PIN GUIDE TO S CONI-0ECTION TYPE m
BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR
SCHEDULE FOR MAX0^I
w ' (TYP 1 SCALE:3"=1'-0" EXISTING CONCRETE, SPACING Img w M
/ BLOCK OR WOOD FRAMII• EMBED 2 li
/ CG BUILD OUT MOUNT SECTION g a
--�/ TYP BOTTOM EXISTING CONCRETE, SCALE 3"=1'-0"
BLOCK OR WOOD FRAI-11NG u�
E 0
EXISTING m o
g
NOTE:FOR DETAILS A,B.O AND E ON THIS SHEET, EDGE DIST, 4 C014NECIION TYPE EMBED STRUCTURE d r4
THE BASE PROVIDED THAT EACH SECTION HAS SCHEDULE FOR MAX REFERENCE ANCHOR
TRACK MAY BE IHS TALLED IN SECTIONS W REFERENCE ANCHOR 5 CONNECTION TYPE :aRi
WITH 1/4"GAPS,
X A MINIMUM OF TWO SETS OF ANCHORS AND IS A m EO E
$ MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK w 5 6 SPACING SCHEDULE FOR MAX
SPACING
USED WITH THE BASE TRACK MUST BE CONTINUOUS
,i OVER THE GAPS BETWEEN SECTIONS. 3 16 1/2.. �,RO
a �
iF w w o
s GLASS
Ti r
OR DOOR G ASs 13 - =0^ w ~ `� a
w 1,112> 1/2"SMS(u1 12" EPARA7I0 = Z u J f 1J 7 7 a i
w w I~•-t O.0 OR 3/16"0 ALUM. PER M m 1
II rNtn
rw77 POP RIVETS[a)6"O.0 TABLE X oZla- GLASS OR Ii Ny11 GLA- 13 L=2uJ
1-M 0 w W OR 1/4"0 ALUM POP Q 0 4 DOOR P RATI ! w 0 O N m
13 72�X RIVETS @12"OC. E u� PER TA.RLE2 zD
g MM GLASS LnI- um u Xw¢Z ��SC e
GEPARATION L7 o N a ^ Illi E 10,
E[€
W PER TABLE Z X w a?1 O7 AND`l u'A
A 1/4-20 S S MACHINE u 0 a _ 1/4"MAX FROM PIN u V
N SCREW 8 NUT @ N ASSEMBLY 1/2„ 1/2" GUIDE TO BUSHIIJG w 0
-` TYP WASHER 17YP.)
$ 12 O C to
GLASS w 0 M 1/4"MAX.FROM PIIJ
OR DOOR v X 1/4"MAX FROM PIN f '4 CONNECTION TYPE w 0 1/2" GUIDE TO BUSHIIJG IC i4? pae
GUIDE TO BUSHIIJG w O WASHER(TYP I
E
WASHER(TYP I EDGE REFERENCE ANCHOR
r.
5 6 EXISTING CONCRETE, SCHEDULE FOR MAX 00FIRIMIJI (LIDlW�OPL
a , DIST.
= SPACING AS SIIOWIJ 2 CONNECTION AN TYPE
BLOCK OR WOOD EXISTING COIJCRETE, 15-2339
FRAMING 4 CONNCCTION TYPE IIJ DIAGRAIi ON PG 9 REFERENCE ANCHOR
OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX.
"x B'Te.1/4"CONT '3 CONNECIION TYPE 1112 x V2"SMS(p 12" SPACING
SCLT HEDULE FASTENER MAX EXISTISPACING ►Aaecceaaanonl
063-T6 ALUM.ANGLE REFERENCE ANCHOR O.0 OR 3/16"0 ALUM LOCATION FRONT AND BLOCKNr, WOOD FR
1AY BE REVERSED SCIICOULE FOR MAX POP RIVETS @ b"0 C BACK ANCHORS NOT REU'U BLOCK OR WOOD FRAMING
5 SHOW14 DASHEU) SPACING OR 1/4'•0 ALUM POP WITH THIS LOCATION
OD 12"0C. E O F
WALL MUUN f SECTION RIVETS(� CEILING IIJSIDE MOUNT SECTION WALL/BUILD OUT
SCALE:3 1'-0" SCALE:3-= 1'-0" SECTION Q
SCALE:3-=V-0"
7,Ep"p4r L DENNMDO.P.E.
MW GLASS 1111 LPPEDD/4•79 �aq
GLASS SEPARATION z '/ -
OR DOOR�I(}' PER TAB—LF.2 13 0 o ��` y�yy f I Y
101 w�L ' GLASS OR
FUN DDDR
p Q Z ///���GL ASS OR
=O1 4 / OUOR MN GLASS _.O
11 VI)N / SEPARATION U W Nzz
Q=O:° MN GLASS w J PER TABLE 2 /}•.. STA
S�
S H SEPARATION IY w F m IY FC Nw�_l rPER TABLE2 Oz - J° x z V U13w¢�I13 X zaN aSQ m, �
/2" F J a Cl CONNECTION TYPE Q , zX ppL
1 1/4"MAX FROM PIN GUIDE 28 u a REFERENCE ANCHOR S J o Q W W On 9
I I' TO BUSHING WASHER(TYP) K25 4 u SCHEDULE FUR MAX 0. °'�W egtl
TWO 1/4"0 WOOD SPACING 4N Ln it
LAG SCREWS @ 24" CONNECTION TYPE / 250.. O W u
e GAFF O.0 MAX WITH 2" FERENCE ANCHOR �� N O
5 THREADED PENETRATION / HEDULE FOR MAXEMB "T' It14 SMS @ MIOSPAN ETWEEN TO CENTER OF 2X STUDS
ACING MSTUDS FOR TRACK TO 1"x 4"PLYWOOD ILTUBE CONNECTIONSTING HOST STRUCTURE
STUCCO FINISH 1"x 4"x.125" 41
6063-T6ALUI4 TUBE. p
THIS DETAIL TO BE USED WHEN STUD SPACING ON DECORAIIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL W
EXCEEDS TIE MAX.ALLOWABLE ANCHOR SPACING. SCALE:3"=1'-0" SCALE:3 1'-0"
O WALL MOUNT SECTION Cc r
THIS DETAIL MAY �•�*3 n
s SCALE•3"=1'-0" ALSO BE USED ��
32 AT TOP
a
ACCORDION SHUTTER w o: a
PER PRODUCT APPROVAL F o W o Z fi
—GLASS
MIN GLASS OR DOOR t- ?_ �
SEPARATION 13 7 ,0
M PER TABLE Z = e EXISTING WOOD(G=0 42)
APPLICABLE AT TOP Z w z TRUSS OR RAFTER Lr�J(q�t 5
AND OR BOTTOM X Q X Q (P 24"MAX O.C. 1-1/2'7-1/2"
Q a
2"OR 3" f M N EXISTING FINISIi I I I
MATERIAL
1/4"MAX FROM PIP!GUIDE
1/2"MIN.- 5 6 _ 2"x 5"x 1/8"6063-T6 I I asa
TO BUSHING WASHER(TYP I ALUM.ANGLE 1•//THREE II
2"x 3'x Se x CONTINUOUS OR '1 2.175" 75 1/4"TILE(TYP) 1/4"0 WOOD LAG I I I I j _ ■®
2'x2"xYe"x CONTINUOUS I FINISH MATER IAL SCREWS WITH 2-3/4" i I w bA
p 6061-T6 ALUMINUM ANGLE _ MINIMUM THREADED I
PLYWOOD PEIJETR."T"IN WOOD Cal 5 G
0.9"MIN.THICK 6061-T6 ALUM TRACK V`E
1/4"0 A325 GRADE THRU BOLT(0l 7"O.0 EACH RAFTER OF TRUSS. � � 9
ANGLE FASTENED TO FASTENED TO ANGLE WETH 1/4-20OR 5/76'0 A325 GRADE THRU BOLT C.12"0 C 24"O.C.MAX WHERE
g� EXISTING 3 KSI CONCRETE -� MACHINE SCREWS AT 3"FROM ENDS GAL V.OR S.S ANGLE EXTENDS BEYOND qqq
p HOST STRUCTURE WITH _ AND 9"O.C.FOR THE BALANCE 6
d 747/.
�.--- 1/4"O ELCO UL7 RACON TO CONCRETE/C14U LAST TRUSS MORE THAtJ n
�i"0 ELCO ULTRACONS AT 6", EXTE14D ANGLE TO
EXISTING CONCRETE HOST 5"0 C W/1-1/4"MIN.E(16 a � ,
3"FROM ENDS AND 4"D.C. 2-1/2"MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW @ 0"O.C.W/1-7/8'. NEXT TRUSS. 1=w=D a
FOR BALANCE WITH 1% MIN.EMB IN WOOD SG=O 4 2 TO O.S5 1� r t^x a� ����� ��
MIN EMBEDMENT AND 2'7" DESIGN LOAD AT S'-0"MAX SPAN: EXISTING COIJCREI E, N z
MIN EDGE DISTANCE, MAID
P.S.F. HOLLOW BLOCK OR / l7 u7 Q OOPI'ROIRFRHKL®A4800PE
STAGGERED WITH 3"MIN. MAX.DESIGN LOAD AT W-0"MAX SPAN: WOOD FRAMING.SEE X Z 0 z r
;y 2"x 5"x 1/8"CONT Q w Q 15-2339
SPACING,TYP. MAX.�52 P.S.F. ANCHOR SCHEO. ALUM ANGLE(6053-T6) a<
BASED ON BUILDOUT MOUNT STRUCTURE TYPE OF 1110
x, PAGE
REMMON
HO SCALE:NTS IMAX DESIGN LOAD:72
Hb PASS THRU DETAIL
SCALE:3"=1'-0" /� USS MOUNT SECTION yy
w v TRSCALE:3"=1'-0"
EXISTING HOST ALT.LEG DIRECTION 1 ffla&� q A' t :P.E.
STRUCTURE 1/4°ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN
ROUND WINDOW EMBED 1N CONCRETE OR HOLLOW BLOCK,3"MINIMUM
12"MIN FROM EDGE OF ACCORDION ASSEMBLY 1/2" -SPACING,AND 3"MINIMUM EDGE DISTANCE
EDGE CP SHUTTER, SHUTTER BLADES ' AX/ 2 6063-T6 ALUMINUM " ---
TOP OR BOTTOM ANGLES PER BEAM END,SIZE o
PER SPAN TUBE SCHEDULE
EMBED. SPAN TUBE PER -
?• DESIGN SCHEDULE
ACCESS HOLE �T cp C
EDGE OF ACCORDION z�z 1/4-20 MACHINE BOLT W/NUT @ Oma'.,. -"ME Fi4
12"O.0 OR x34"SMS 6"O.C. ��s• ,�
SHUTTER BLADES E G /
3.5"MIN
TYPICAL 1/2"MAX.
1 s
cc I
3'MIN r�nn11 t Q ggp
EDGE '1 316 z a / LJ�I QW$4 ig
2.875"0 HOLE(TO RECEIVE DISTANCE 73 z X t m
ROUND WINDOW ASSEMBLY) MIN.GLASS
EXISTING Q SEPARATION W�o W W �N f
MAXIMUM OF 3 WINDOWS SS OR d
PER EVERY OTHER BLADE GLADOOR =p s ''
3"MIN NUZ YIlS OTW dxw
1 LIGHT-N-VIEW WINDOW s o EDGE 1/2'MAX w a b wp i
p 8 N.T.S. EXTERIOR ELEV p DISTANCE v)N ~
2wcc 5 b
r O O V' 3 16 1/t"IMAX.FROM PUJ GUIDE G
7v w a z z TO BUSHINU WASHER 1TYP.1
w or itACCESS x'1/4-20 MACHINE BOLT W/NUT @
N 1/2" HOLE ".I O.0 OR*14.x 3/4"SMS 6"O.C. rn
2.875'0 HOLE TO '1_ -SPAN TUBE PER w
RECEIVE ROUND EMBED. DESIGN SCHEDULE
WINDOW ASSEMBLY ; 7C� $
Yh 1/2' (2)6063-T6 ALUMINUM - k-
II_ 4AX. ANGLES PER BEAM END,SIZE WA 2
EXISTING PER SPAN TUBE SCHEDULE �d'
HOST 1/4.0 THRU BOLTS SEE BEAM zm
STRUCTURE CHEDULE FOR REQUIRED NUMBERS
ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN m E
EMBED 1N CONCRETE OR HOLLOW BLOCK 3"MINIMUM
0.125" 0.125'0.032 SPACING,AND 3'MINIMUM EDGE DISTAaCE
{}}}--- E g
0.032° °-M{ MAX.DESIGN LOAD=t 72 PSF - a o •
/ III s SPAN TUBE SECTION
0.196' / 37
\\ 8 N.T.S. VERT SECTION
J // \\ SPAN TUBE SCHEDULE
F \ I ALLOWABLETUBE NUMBER OF NUMBER OF MINIMUM ANGLE
TUBE SHUTTER I SPAN THRLLBOLTS ANCHORS PER ANGLE LENGTH
SIZE SPAN
z ROUND __ _ _ _ __ _ _ __
+ $ WINDOW TOP BOTTOM TOP^ BOTTOM TOP BOTTOM 70P BOTTOM ~
1 in a ASSEMBLY- TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE
1^'I 60" 123.8• 135.7* 2 2 24°3 7'
\ / w 0.125' BB21.n ' 1013' 108.9' 2 2 3 3 T ' 8 2� Of a
123' 6 94.4= 2 2 3 -_ '
3_-- _' 7-- U sJ ■G
�B"A 80• 129.19.1' 167.0' 2 2 2 3 4' i
0.126' BB'_ 114.8_ _724_'--_ .2-_._" 2_ 3__ 3 ' 7'123' 102.8' 108 6°. 2 2 44-�- --10'_..`10'--
' 60' 138.0' 188.8' 2 1 2 3 3 7- 1_7-
02.875' 03.250" F�T 0.188' ) 0.125• 98" 122' 155.' 2 2 3 4 7- 1 10'
' 123' 116.4' 137.6' 2 3 4 B 10' 1 13' e
/ nio",t24D:0" 2 2
\ 0.187s' - _740_6'_ 229.9' 2 3 a io'
LIGHT-N-VIEW WINDOW _7 '
n � // 123' .2'
132 203.1' 3 4 5 7 ' 13• 18' o0P1R1lITFR41TLeelWaDOPE
29 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB _ SPAN TUBE SCHEDULE NOTES:
USE 2 x x x x 4"ANGLES FOR 2"x5°&2"x6'BEAMs. 15-2339
2. USE 2"x5"zl/4"ANGLES FOR 2"x8"&2"x10"BEAMS. SCALE,
A 3. USE BEAM SCHEDULE FOR DETAIL 3/8. �Aae OraclUmgn,
9 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.
2 BLADE W/ ROUND WINDOW S. SPAN TUBES MAYBE USED INA SPACONDITION WITH SHUTTERS SPANNING ABOVE AND
BELOW THE BEAM.MID-SPAN TUBESBES SHALL L HAVE TOP BEAM LIMITATIONS(INCIUDlNG SPANS,
ANCHORS ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS //������ 1
S 8 N.T.S. EXTERIOR ELEV DBELOW
6. LAP BEA SAE NOT ALLOWED. no
7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. Q
F
ANCHOR SCHEDULE: CONCRETE FRANK L SENNA iDII�
1111 JNKIF P;B
2.5'MIN EDGE DISTANCE
G Spans UO To 6'-0" Spans Up To 8'-3" Spans Up To 12'-
LOaD 0"
TYPE CONN TYPE CONN TYPE
P•.•' {,3 __.
yj CONN
_ ANCHOR (PsN Cl C2 C3 C9 CS Cl I C2 C3 I C4 I C5 Cl C2 I C3 I CA NO PEOpq 'T
1/4"ITW TAPCON OR ELCO 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' S3 16.0"16_0"10.5•'14.5'16.0•'16.0 32.0 7.0" 10.5•'16.0'•15.0" 7.5" __ .S• 10.5" --0 * jZffQ4
• PI
EMBED(3192psi MIN CONC) 62 16.0'•16.0" 85" 12.5"16.0"16.0" 9`5" 5.5" 8.5" 15.0"15.0" 7.5" 4.5' 7.5" 10.5" -70 16.0"13.0" 7.0" 11.0"16.0"15.5" 8.05.07.511.5"15.0'_ 7.5" 4.57.5" 10.5" 7 / B COMBIIJATIOIQO�•. STATED -M100 15.07.54.5" 7.5" 10.5"15.0'• 7.5" 4,5'• 7.5" 10.5•'15.0'• 7.5" 4.5" 7.5" 10.5•' 2 z S(TYP I 9 / 0 COMBINATIOrk1/4'MILLENIUM MILLFAST 43_16.0••16.015.0'•16.0•'16.0•'16.0"16.0" 9.0" 13.5"16.0••16.0" 8.5" 55" 9.0" 13.5" CSLLMM CONWITH I-CRETE)ED(3275Ds1 -62 16.0"15.0" 8.5•' 13.0"16.0"16.D" 8.5•' S.5•' 9.0" 13.5••13.5' 7.0" 4.5" 9:S' O ///��NAL IQ70 16.012.0" 7.0" 11_0"16. 4.0" . . 8,0" 10.5"13.5" 7.0" 4.5" 7.5" 9.5" Q W SS
__ 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 B.S. ' p t mp Tj.�z7y
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•' B.0" 13.0"16.0'• 1 x S(TYP.) 2 x S(TYP.I WW 0.
N
W/2'EMBED(3350psi MIN 53 16.0••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"14.0" 0"I W x
CONC) 62 16.0'•16.0'•12.5"16.0•'16.0"16.0"12.5'• 8.0•' 13.0•'16.0"16.0"10.0•' 6_5" 11.0"14.0•'
��lU(lnitA 70 16.0"16.D"10.5:16`0"16.0"16_0"ID.S" 7.0" 11.5 15_0 16.0 10.0 6.5" 11.0"14.0" N W bxu�i
300 16.0"UO-Tv 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" O W
1'MIN EDGE DISTANCE _ _ - - NOTE "S"INDICATES ANCHOR SCHEDULE SPACING Ni
c1 `c2 c3 ca c5 ci c2 c3 c4 cs c1 cz c3 c4 cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE:
1/4"ITW TAPCON OR ELCO 43 16.0••16.0"17.5" 8.0" 16.0"16.0'•16.0'• 5.0" 5.5•' 16.0•'16.0" 9.0" 3.0" 9.0" 14.0" - C2 CONNECTION TYPE USING PIECE QO WITH OUTSIDE
ULTRACON WITH 1-3/4" 53-16.0••16.0-15 5" 6.5" 16.0••16.0'•12.0° 4.5" 16.0"14.5" 7.5" 10.0" A14CHURS ONLY rn
EMBED(3192ps1 MIN CONC) 62 Ifi.O"15.5k4*5 5.5" 16.0 16.0 9.0" 4.0" 14_5••14.5 7_5" 30.D - C4 CONNECTION TYPE USING PIECE eQ WITH
S.0 16.0"15.0" 7.5" 11.014.57.5" 10.0" OUTSIDE ANCHORS OrJLY
10.0"14.5'• 7.510.0•'14.5" "1/4"MILLENIUM MILLFAST 43 16.0"16.0" .0"13.5"16.0"16.0"13.0" 6.5" 9.5 16.0'•130' 7.0"
7_0" 4.0" 6.5•' 10.5" ILu
n
WITH 1-3/4'EMBED(3275psi_53 16.D 16.0" B.0" 11-10"16.0•'16.0•' 9.0" 5.0" 7.5'• 16_0•'10.5• 5.5" S.S" 7.5" ANCHOR NOTES: Q E
MIN CONCRETE) 62 16.0 11.5" 6.0'• 9.0" 16.0"13.5" 7.0" 4.0" 6.5" 11.0"10.5" 5.5" 5.5" 7.5" I--
70
uT o
70 16.0" 9.5" 5.5" 8.0 16.0 11.5 5.5" 105" 5.5" 5.5" 7.5" 1 ONLY.ALLOWABLE STORM SHEURTTER ARE
FOR SPECIFIC OADS MUST BEG 6 P p m
100 10.5" 5.5'• 5.5" 7.5" 10.5" 5.5" 5.5•' 7.5" 10.5•' 9.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). at
z 114•ALL-POINTS SOLID-SEF _ 1-1/4"MIN EDGE DISTANCE Y d
Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, .m<
S ANCHOR W/7/8•EMBED& ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR c a
1/4-211S S MACHINE SCREW 93 16,0 16.0 8.5 10.5 16:0 16.0 12_0_ 5�5_ 7_5" 16.0 12.5 6.5 3.0" 5.011 10!0.1 EpUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER <p
(3000ps1 MIN CONC) _53 16.D.'15_0" 6.5'_ 8.0_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.
62 16.0 11.0" 5.0'1 7.0" 16.0'•12.5• 6.S' 3.5 5.0" 10.0"10.D"-5.0" 5.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE.
•ISO 70 16.0"1.2•' .0•' 4.S' 6.0" 16.0'•10.5• 5.5" 3.0" 4.D" 8.0" IO.D" 5.0 4.0 7.D" E 3 g
I.
10.0 .0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-9D HOLLOW CONCRETE
BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER
1/4'ALL-POINTS SOLID-SET __ _ _ 3"MIN EDGE DISTANCE .__.._.,. ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE - -
ANCHOR W/7/B•EMBED B. Cl C2 C3 C4 C5 CI C2 C3 C4 CS CI C2 C3 C4 CS CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF
CONNECTION TYPE. ,A�
1/4-20 SS MACHINE SCREW 43 16.0"16.0•'16.0"16.0"16.0"16.0 16.0"11.5" !"y,.l o
(3000psr MIN CONC) 53 16.0••16.0"13.5•'16.0.16.0••16.0••14.0" 8.5" 13.5"16.0"16.0" 8.5" 5.5" 9.5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE C``'-�,
62 16.0"16.0"10.5'16.0"16.0"16.0"11.0" 7.0" 11.0"16.0"16.0" 8.5" 5.5" 9.5" 12.0 ONLY.
g •��I 70 16.0"IS.o" 9.0'• 14.0 16.0 16.0" 9.0" 6.0" 10.0 13.0"16.0" 8.5" 5.5" 9.5" 32.0"
A �•�P 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
100 16.0" 8.5" 5.5 9.5 12.0"16.0" 8.5" 5.5" 9.5• 12.0 16.0" 8.5" 5.5 9.5 12.0 IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT
r` 1/4'POWERS SS DROP-IN 2-5/8'MIN EDGE DISTANCE _ _ _ LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
W/1/4.20 SS BOLT AND Cl C2 C3 C4 CS Cl CZ C3 C4 CS Cl C2 C3 C4 CS FINISHES. aaq!
1'EMBED(3000psl MIN 43 16.0"16.0"1A.0"16.0"1fi.0"16.0 14.0" 8.0'• 12.5••16.0"14.0• 7.5" S.0" B.0" 11_5 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS a 3 g 5
gg CONC) 53 16.0 16.0"f 9 14.0"16.0'•IS.0" 9.5" 6.0" 10_0'•16.0"11.5" 6.0" 4;0• 7.0" 8.0 MEMBERSLNOT PLYWOOD FASTENERS
TO PLYYWOOD LSUACCEPTABLE FRAMING
NLY FOR
4 62 16.0"12.5" 7.5 12.0"16.0"14.5" 7.5". 5.0" 8.5" 11.5"11.5" 6.0"4.0" 7.0" B.o" SIDE CLO§URE PIECES. 66!
• 70 16.0 10.0 6.5" 10.5"16.0"12.0" 6.0" 4.0" 7.5" 9.0" L1.5" 6.0" 4.0" 7.0" B.
100 11.5•• 6.0" 4.0" 7.0" 8.0" 11.5•' 6.0•' 4.0'• 7.0•' 8.0" 11.5'• 6.0" 4.0 7.0 8.0'• 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER
3-1R•MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN.)WOOD STUD.3 4" !
1/4'POWERS SS DROP-IN _ EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL
W/1/4-20 SS BOLT AND C3 C2 C3 C4 C5 Cl C2^ C3 C4 CS Cl C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD.
O 1"EMBED(3000ps1 MIN _43 16.0"16.0"15.0 16.0 16.0 16.0 14.5 9_0" 13T5"16_0 35_0" 7.5_ 55^0 9.0" _32_0" 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2•ENGAGEMENT OF THREADS IN !
d CONC) _53 16.0"16.0 10_5 15.0 16.0ffff'
10.0"6.5 10`5 16.0 12.0 6.0 4.0 7.5 8.5 BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER !
_ _. - _80' 12.5"16.0" 8.0" 5.0" 9.0" 12.0"12.0" 6.0" 4.0" 7.5" 8.5" HEAD(SIDEWALK BOLT),U.O.N.7.011.0"16.0" 6.5" 4.5" 8.0" 9.5" IZ.O6.0" 4.0'• 7.5" 8.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
5" 6.0" 4.0" 7.5" 8.5" 12016.0" 4.0" 7.5'• 8.5"
S _ 2•MIN EDGE DISTANCE • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW,
t12 SMS W/2•EYEWALL C3 C2 C3 C4 C5 CI C2 C3 C4 C5 CI C2 C3� C4 CS NUT OR WASHER WINGNUT. 0DPD�IDFPRKLEBRq=PE
ARMOR INSERT W12"EMBED q3 16.0'•16.0"11.5"14.0"16.0"16.0•'16.0" 7.5'• 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
(2000ps1 MIN CONC) 53 16.0"16.0" 8.5" _11.0"UY 36.0"_11.5' S.5" 8.0" 16.0"14.0" 7.0' 3.5•' S.5" 10.0•'
62 16.0"15.0" 7.0 9.5 16.0"16.0" 9.0" 4.5•' 6.5•' 14.0'•14.0" 7.0" 3.5" 5.5" ID.O" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO SCAM -
DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL PAGE oETgOPTioK,
70 16.0••12.0" 6.D11 8.0" 16.0'•14.5'• 7.5" 4.0" 6.D•1 10.5.14.0•' 7.0'• 3.5•• 5.5" 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.S' S.5' 10.0"
?12 SMS W/2.75'EYEWALL 43 16.0"16,0"16.0°16.0"16.0"16.0"16.0"10_- 14;0"16.0"16.0"11.5" 6_0" 9.511
OF
_._ - _ _ _ _ -_____" S W__ _.
ARMOR INSERT W/2.5 S3 16.0" 12.0_'16.0"16.D"16.0"15.0" 7.5" 11.0"16.0"16.0" 9.D" 5.0" 8_0" 13.0"
EMBED(2000ps1 MIN CONC) 62 16.0 16.0 9.5'• I. 9.5" 16.0"16.0" 9.0" 5.0" B.0" 13.0" �\
70 I6.D"16,0" 8.5" 14.0"16.D" 5.0'_ 8.0_13.0"
100 16.D" 9.0"l 5.0" 8.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0"
FRANK L.BENXARDO,P.E.
ANCHOR SCHEDULE: CONCRETE (CONT.) ``l,,l l,lllF/, RPEOD/6549
��"•vCENS N i
2-3/16'MIN EDGE DISTANCE 3-I/8"MIN EDGE DISTANCE ';-
--
t'j Spans Up To 610" Spans Up To 8'-3" Svans Uy Tv 12'-0" Spans Uv To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" - (�
LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE ND PE0046549 _
O ANCHOR
x (F� CS C2 C3 C4 CS C1 C2 C3 C4 C5 C1 C2 i C3 C4 CS CI CZ C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS -
5/16"RW TAPCON KL WITH 43-.166^0"16.0"16.0"16.0"16_0"16.0"16.0"12.0"16.0"16.0"16.0"11_0 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'J7.5" 12.5"
12.0"16.0" :V C NN Lg�
1-3/4"
IT (2699ps1 MIN 53_ 16 0 16 0 14 0"Ifi 0 16.0_16.0"14.5" 9.D" 14.0"16 0 16 0" 9 0' 6.0" IO.F 12 5"16 0 16.0"14 5 16 0'16 0 16 0'15.0" 9.0" 14.5'16.0"16.0" 9.5" 10_5"13.0" �O•', STATE OF ~lel G S
__ - _ _._
_ 1." 7." 12."1.0 16.0" 9.0 6.0" 10.0'12.5"16.0 16.0"11.5 16.0"16.0 1 .0' 1.S' 7.5" 12 0"16 0"
CONC) 62 16.0"16.0 11.5"16.0 16.0"16.0' 1 5 5 0 6 _ .___ 6 1 .0 16. 9.5" 10.5"13.0"
70 16.0"15.5 9.5" 15.0 16.0"16.0 9.5" 6.0" 10.5"13.5 16.0" 9.0" 6.0' 10.0"12.5"16.0"16.0"10.D"LS.OT'16.0_'16:0"30.0" 6.5" 30.5"14.0"16.0",9.5'_ 10.5"13:0" (C-•'-.<ORIDP.•' \ 0
eDirrro --- - - ---+-a--.- - - - -- 10.5-113-100 36.0" 9.D 6.0 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" 10.5"13.0"5/16°ELCO ULTRACON WITH43 16.0"16.0"16.0"16.0"16.0"16.D"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" 15.0"16.0" i, AL] �� l-7ll1-3/4`EMBED(3500psi M1N _53 16.D"16.0"16.0"16.0"16.0"16.0"15.5"_10.0"16A"16.0"16.0 9.5 6.5 11.5"13.5"16.0"16.0"16.0"16.0"16.0"IB.O"16.0"11.0_'16.0"16.0"16.0"10.5" 12.5"15.0" Z%� uj UCONC) 62 16.0"16.0 12.5 L6.0"16.0"36.0':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"i1D.5' 12.5"15.0" G I<70 160 16.0 10_5"16.0"16.0"16.0"10.0" 7.D" 12.0"14.5"16.0" 95" 65 11.5"13.5"16.0"(16.0"11.5"16.0"16.0"16.0 11.0 7.5 13.0 16.0 16. : 12:5"D __. ___ -_-_-__._.._. _ . � .___ . __ __ -_._ _ ___- ___,e _ Zu 100 16.0" 9.5' 6.5" 11,5"13.5"16.0" 9.5" B.5" 11.5"13.5"16.0" 9.5" 6.5" 11.5"13.5"16.0"1o.5' 7.5 12.5"35.0"16.0"10.5. 7.5 12.5"15.0"16.0"30.5 12.5 15.0'
W O�9
1/4`304 SS POWERS TAPPER 1-_1/2"MIN EDGE DISTANCE_ _ _ _ ____ _ _ 3"MIN EDGE DISTANCE _ 0 z
W/1-3/4'EMBED(3000ps1 CI C2 C3 C4� CS CI C2 C3 C4 C5 EFFE C3 C4 CS Cl C2 C3 C4 CS CL C2 C3 C4 CS C3 C2 C3 C4 C5 N rD
d x w
MIN CONC) 43 16.0"14,5" 6.5" 8.5" 16.0"12.5 7.0 4.0 6.0 12.5 7.0 3.5 4.0 5.5 16.0 16.0 13.5 16.0 I6.0 16.0 14.0 8.0 12.0 16.0 14.5 7.5 4.5 8.0 11.5"
_ W
53 14.0" 8.5 4.5 6.5 14.0" 9.0" 4.5" 3.0" 4.5" 9.0 6.0 3.0 3.0" 4.0" 16.0 16.0 9.5 33.5"16.0"16.0" 9.5' 6.0" 9.5" 16.0"12.0" 6.0" 4.0" 6.5" 8.5" W ',
¢ D
N 62 11.5" 6.5 3.5 5.5 12.0 7.0 3.5 4.0 6.0 6.0 3.0 3,0" 4.D" 16.0 13.0 7.5" 11.0"16.0"14,5" 7.5" 5.0" 8.0" 12.0" _8.5"
70 9_5° 5.0 3.0" 5.0'_10.0" 6.0" 3.5" 4.5" 6.0" 3.0" 3.0" 4.0" 16:0"10.5" 6.5_10.0"16.0"12.5' 6.5_ 4.0" 7.0'• 9.0" 12.0" 6.0" 4.D" 6.5" 8.5"
100 6.0" 3.0" 3.0" 4.0" fi.0" 3.0 3.0 4.0 6.0 3.0 3.0 4.0 12.0 6_0_' 4.0" 6.5 8.5" 12.D 6.0" 4.0" 6.5" 0.5" 12.0" 6.D" 4.0" 6_5rn
" 8.5"
--__--
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
y 1'MIN EDGE DISTANCE 2-1/2"MIN EDGE DISTANCE y $
_.--_...._.._..._-_ _ papa__ _ ._ -- �._-pans_____ _ .
p Spans Up To 6'-00"" Spans Up To 8'-3" Spans To 12'-0" Spans UO To 6'-0" Svans Up To B'-3" Spans Up To 12'-D"
$3 LOAD CONN TYPE CONN TYPE CONN
N TYPE CONN TYPE CONN TYPE CONN TYPE
_ ANCHOR (VSB Ci C2 C3 C4 CS CI C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2 I C3 C4 CS CI C2 I C3 I C4 I CS CI C2 C3 C4 CS fn Q
1/4'ITW TAPCON WITH 43 8.5" 7.0" 3.5 8.5" 6.0" 3.5" 6.0" 3.5" 11.5"10.0" 5.0" 6.5" 11.5" 8.5" 4.5" 3.0" 4.5" 8.5" 4.5" 3.0" 4.0" e O m
1-1/4•EMBED 53 7.0 4.0" 7.0" 4.5 / 4.5" 9.5" 6.0 3.5 5.0•' 9.5" 6.0'1 3.0" 3.5" 6.0" 4.0" _ 89 4+
�62 5.5' 3.0" 6_D" 3.5" 8.0" 4.0" 4.5" 8.0" 5_0" 3.0" 4.0•' 4.0"
70 4.5"• ' 55.0" 3.0•• 6.5" 3.5• 3.5" 6.5' 4.0•' 3.0" 4.0"
WE 4_p_ 4.0" s
1/ pmmm.m -
4"ELCO ULTRACON WITH 43 13.0"10.5" 6.S' 13.0" 9.0" 9.0" 13.0"10.5" 4.5" 6.0" 13.0" 9.0" 5.0" 3.0" 4.0" 9.D" 5.0" 4.0" !n
1-1/4"EMBED 53 10.5" 6.5" 10.5' 6.5" 65" 10.5" 6.5' 3.5 5.0" 10.5" 6.5 3,5" 3.5" 6.5" 4.0" 3.0" T,
62 8.5" 9.0 8.5" 4.5 4.0" 9.0•' S.0" 4.0" 4.0"
,
70 7.0 7.5" % 7_0" 3.5" 3.5•' 7.5" 4.5" 3.0 4.0 3.0" v
_
4.0" 3.0" 4.0" 3.D"1 4.0" 3.0"
G 1/4•MILLENIUM NILLFAST 43 12.5"10.5 4.0 5.0 12.5 9.0 5.0 9.0 5,0" / 4.0" 135"11.5' S.5" 7.5" 13.5"1_0.0" 5.5" 5.0" 10.0" 5.5" 4.5" IR.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.S_4.0 5_5" 13.0 7.0 4.0" 7.0 4.5 /
p _62 8.0" 4.0" 9.0" 5.D" 5.0" 9.5" 5_5" 4.5" 4.5_
7.D" 4.0 / 4.0" ' 7.5" 4.0" 4.0" B.0" 4.5" % 4.5"
Rrn z 100 4.0" 4.0" 4.0" 4.5" 4.5" 4.5"
s -114'M1N EDGE DIST NCE 2"MIN EDGE DISTANCE
3 1/4'ALL-POINTS SOUO-SET C1 C2 C3 C9 C5 C1 C2 C3 C4 CS CI C2 C3 C4 CS CI C2 C3 C4 CS C1 C2 C3 C4 CS Cl C2 C3 C4 CS
q ANCHOR W/7/81 EMBED B,
7 _ 9 0" 11.0 _6.0 3.0" 5.0" 16,0"16.0" 8.5" 10.0"16.0"16.0"1D.5" 5.0" 7.0" 16.0"11.0"_5.5"
O 1/9-20 SS MACHINE SCREW _43 15.0 _13.0" S.0" 6.0_ 15_0_11_0" 6_0" 3.0 _ _ _ _
53 12.5" 7.5" 3.5' 4.5" 12.5" 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"
62 10.0" 5.5 4.0 10.5" 6.5_' 3.0" 5.0 5.0 _3.5 16.0" 9_5'_i 5.0" 6.5".16:0"11_0" S.5" 3.D" 4:5" 9.0" 9.0_ 4.5"
•�..� 70 8.5 4.5" 3.5" 9.0" 5.5" 4.0 5.0 3.5 14_5 B.0" 4.0 6.0 15:5" 9.5" 4.5 4.0" 7.0•' 9.0" 4.5" 4.0" 6.5" �a 3�a�a �g
too S.0" 3.5" 5.0" 3.5 5.0 3.S' 9A" 4.S" 4.0" 6.5" 9.0" 4.0" 6.5"
5/161 rrW TAPCON XL WITH 3`MIN EDGE DISTANCE 4'MIN EDGE DISTANCE �{ 9
� 1-3/4"EMBED Cl C2 C3 C4 CS Cl C2 C3 Gt CS C1 C2 C3 Cq CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS Y6
q3 16.0"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" ;
15.5" 9.5"16.01, 9.51' 15.5"10.0" 5.0" 6.5" 10.0" 6.5" 4.5" 4.5"
62_' / 13.0" 7.D" 4.5_ 8.0" 13.0" 8.0" 4.0" 6:5" 6_5" 4.5" 4.5" CCY
10.5 5.5"- 4.0" 7.0" 11.0" 6.5" 5.0" s.U" 6.5" 4.5"I
�g$1 100 // 6.5" 3.0" 4.5" 4.5" 6.5" 4.5"
1-9/16"MIN EDGE DISTANCE -_ _ 3-1/8"MIN EDGE DISTANCE IN t�g
5/16'ELCO ULTRACON WITH C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4- CS C1 C2 C3 C4 CS I C1 C2 C3 CR I CS C1 C2 C3 C4 C5 C0P0908NW6LKNW90P.Li
1.1/4"EMBED 4312.0"10.0" 12.0" 8,5" 8.5" 16.0"
53 9.5" 6.0" 9.5" 6.0" 6.0" 16.0"10.5" 6.0" 8.5" 16.0"11.0" 6.0" 10.5" 7.D" / 15-2339
B.0" 34.0" 7.5" 7.0" 14.5"
� 8.5" 7.0" 7.0" scALH -
o-. *..+. 70 6.5" 7.0" / 11.5" 6.0 6.0" 12.0" 7.0 7.0" M0.a DEWAIRIMI
loo
ANCHOR NOTES:SEE SHEET y i O
9 FOR ANCHOR NOTES, u
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCKfREN
AHKL6NAR0,P.I-
111111 MPEOp46549 1 �;,
2"MIN EDGE DISTANCE `�'' r1�••• �i ..
Spans UP To V-V Soaps UD To 8'-3" Spans Be Ta 1210"
5 LOAD CONN TYPE CONN TYPE CONN TYPE
s ANCHOR (psT) C7 C2 C3 I C4 I CS Cl C2 C3 C4 CS Ci C2 I C3 C4 CS NO pa'N 54
i12 SMS W/2"EYEWALL 43 16.0"16.0" 7.5" 9.0"116.0"15.5" 4.5" 4.0" 7.0"
3 ARMOR INSERT Wl 1-1/4' S3 I6X"10.5" 5.0" 7,0" 56.0"11.0" 6.0" 3.5" 5.0" 11.0" 7.0"
qS m 100 17."00" 3.5""-4.0"f-•3.5" 5.0"" 7.'"0 '3."5"T. rdl
-"'-u --OD
rq
Q •6.0" 14.5" B.Oa ." " .4" STATE O4.EMBED 62 76 .70 11.51, W
M £
7,0" 5
5.0" �i�S' IOgIDA,.•' of LL
ANCHOR SCHEDULE: WOOD (G=0.55 �'S,�QNAl � jfy DA��c- YzWA
3/4"MSN EDGE DISTANCE YII I I I I 1 11115 tZn u" w> j Q
Spans Up To 61•0" Spans Up To 8'-3" Saans Up 7o Y2'-0 u`77 g a g g D
j LOAD CONN TYPE CONN TYPE CONN TYz
PE t!j�j jfii ppm it 1,2
_ ANCHOR (Psf) Cl C2 C3 C4 CS Cl CZ C3 CA CS Cl C2 C3 WC4 CS Oro
1/4"LAG SCREW WITH 1-3/4 43 36.0"Y6.0 1L5"12.5"16.0"16.0-116.0- 7.5" 9.0" 16.0"36.6"14.5' 4.5-16.0- 16.0"
MIN THREAD PENETRATION 53 26.0"16.0" B.5" 10.0"16;0"16.0"16,0 6;0" 7.0" 16,0"16.0"11.5" 4.0" 5.0" 36.0" U)K i F w
62 56.0"15.D" 7�0' 8.5" 16.0"16.0"14.5" s.0" 6.0" 16.0_"'16.0"11.5" 4.0" 5.0" 16.0" c,W
1 70_16.g"i6.0" 6,0" 7.5" 16.0"16.0"12.5 4.0" 5.5" 16.0"16.0"11,5" 4.0" 5„_0" L6.0" A
IF 36.0"1Y.5' 4.0'!'S.0" 16.0"16.0"YS.S" 4.0" 5.0" 55.0"16.0"YS.S' 4.0" 5.0" Y6.0"
N 7/16'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" 4.5" 4.5" 7.0"
c 1.13"MIN EMBED 8:1/4-20 53 i6,0"16.5' 5,5" 26.q"51.0" 5.0" 3.5" 5.5" 11.0" 7.0" 3.5" 4.0" 5.0" (n`
.M°". 55 MACHINE SCREW 62 8.0" 4.5" 6.5" 14.5" 9.D" 4.5" 3,q" 4.5" 7.0" 7.0" 3.5" 4,0" 5.6" I`
S .Lamp 70 12 0" 6,0 3 5" 5.5" 12.5" 7.5" 3.5" 4,0" S.S" 7.0" 35" 4.0".5.0"
300 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0"
^+ R14 SMS OR N14 WOOD 43 36.0_"16.0"12.5"14. 16.0_"16.0"16.0" 8.0" 10,0"16.0"S6�D"11._5" 5.0" 7.0" 16.0" u7'9 2
SCREW WITH 1.3/4`MIN 53 16.0"16A" 9.6" 11.5 i6A"i66q"15.0" 6661 80 Z6A"160" 9.5" 4.11 S,5" Z3.0" W .1
THREAD PENETRATION -•62 16.0"16.0" 7_5" 9.5" 16.0"16A"11.5'_5.0" _7.0" 36.0"16.0" 9.5" 4.0" S.5° 13.0" 0'
QL4apB1�li0p+ 70 26.0"16.8" 6.5" B.5" 16.0"16.0"10.6" 4.5" 6,0" 14.0"16.0" 9.5" 4.0" 5.5" 13.0" 0
100 16.0" 9.5" 4.0" 5.5" 13.0"16.0" 9.5" 4.0" 5.5" 13.0"16.0" 9.5" 4.0" 5.5" 13.0' 7 c u O
ANCHOR SCHEDULE: WOOD (G=0.42) !- i K l
3/4'MIN EDGE DISTANCE
--~Spans Up 70 6`-0" T Soars Up To 8'-3'-4~ moans Uo
LOAD CONN TYPE CONN TYPE CONN TYPE E 3
O� ANCHOR (Psf) Cl C2 C3 C4 I CS I Cl I C2 C3 I C4 I CS Cl C2 I C3 I C4 I CS q g
1/4"LAG SCREW WITH 1.3/4 43 16.0"16.0" 9.0" 10.0"16.0"16.0"16.0" S.5" 7.0" 16.0"16.0" 9.5" 3.5" 4.5" 15.0"
MIN THREAD PENETRATION 53 15.0"16.0" 6.5" 8.0" 56.0"16.0"12.5' 4.5" 5.5" 16.0"15.0" 7.5" 3.0" �.}51.0" SQ
16,0" 9.5" 3:5" 5.0" Y5.0"15.0" 7.5' 3.0" 4.0'I1Y.0"
'r S^ 70 1660"13.5" 4.5" 6;0" 16.0"16;0" 8,0'_x.6" 4.0" 11.5"15.0" 7.5" 3.0" 4.0" 11.0"
_ _ 100 15.0" 7.5"_3.0" 4.0" 11.8"Y5.0" 7.5".3.0" -0.6" 31.0"15.4" T.5" 3.0" 4.0" 52.4"
ry O 1114 SMS OR i`34 WOOp -43 16.0"16.0" B.5" 10.5"16,0"16.0"12.5" 5.5" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" 10,5'
0i SCREW WITH 1-3/4"MIN 53 16.0"16.0" 6.5' 8.0" 16.0"i6A". 8.5" 4A" 5.5" 16.0"10.5' 5.5" 2.5" 4,0" 7.5"
Ni 3 THREAD PENETRATION 62 16.0"11.5" 5.0" 7.0" 16.D"13.0" 6,5" 3.5" 5.0" 10.5"10.5" S.5" 2.5" 9.0 7.5"
70 16.0" 9.5" 4.5'_6.0" Y6_0-"I1.0" 5.5" _3;0" 4.6" 8A" 10.5" 5,5" 2,5�' 4.0 7,S' •
50610.5" 5.5' 21"' 4.0" 7.5" 10.5' S.5" 2.5' 4.0" 7.5" 10.5"5,5' 2,5" 4.0" 7.5" a T y+p
ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK a�
4"MIN EDGE DISTANCE
SRans Up To 6;0" Spans Up Ta 8'-3" Spans Up To 12'-0"
a LOAD CONN TYPE CONN TYPE CONN TYPE SSS 5!TS Sr!
ANCHOR (Ps9 Cl C2 C3 C4 CS Cl ,2 C3 C4 I CS Cl C2 C3 C4 C5
5/16°ITW TAPCON XL W/ 43 16.0"116.0"116.0"160116.0"16X"16.0"55.0"16.0"16.0"36.0"15.6" 9A" Z4.0"16.0"
2-1/4"MIN.EMBED 53 16.0"16:0"16.0"16,0"16;0"16.0"16.0"11.0"16.0"16.01 26.D"12.0" 7.5' 12;0"16.0"
62 Y6.D"Y6.0"14.0"15.0°36.0"16.0"55;0" 9;0'" 14.0 56.0"16:0"12.6" 7.5" 12.0"166,0" � all
�+
70 16.0"16.0"11.5"16.0"16.0"16.0"12.5" 8.0" 12.5"16.0"16.0";12.0" 7.5" 12.016.0_' aaa
300 36.0 12.0°�7.5'_12A"I6.tH'16.0"12.0" 7.5" 12.0"I6.q"16.0"520" 7.5" 12.ff'�16,0" T;P, �
a 5(15'ELCO ULTRACON W% 43 1fi.0"16.0"IlO.S"14.p"16.0"16.0°10.5" 6.5" 9.5" 16.0 11.0 5.5" 6.6"1 9.0, T3 B 1,Q o
S
2-1/4"MIN,EMBED 53 15.6"13.5" 7.5" 11.0"16.0"14.0" 7.5" 7.5" 13.5" 9.0" 6.5" caP1ApRF8NIfLIBtWiDDPE
ICm 62 160"10.0".6.0" 9.0"X16,0"11,0" 5,S" 6.5" 9.0" 9.0" 6.5" SCAU15-2339
70 15.0" 8.Q" 5.0" 8.0" 15.5" 9.5" S.5" T.U'• 9___0" 6i5" D .
MOx T__u� _ _ 100 9.0" .5_S'^ 5" 9.0" /53" 6.5" 9.0" 6.5" PAOl DEfOC2PTi0Nt
03 _ _ _ 2"MIN EDGE DISTANCE
C3 C2 _C3 C4 CS- Cl C2__C3 C4 GS ,_CS_ C2 _C3 CA CS
IFY2 SMS W/2"EYEWALL 43 36,0"36.0I 9.5"11.5'16.0"16.0"14.0" 6.0" 8.0'T 16.0"14.5" 7.5" 3.5" 5.5" 11.5'
ARMOR INSERT W/2'EMBED 53 36.0"16.0" 7.0" 9.0" 16.0"16.0" 9,5" 4,5" 6.5" 16.6"11.5" 6.0" 3.0" 4.5" 8.5"
62 56.0"13.0" S.S" 7,5" 16.0"14.5" 7.5" 3.5" 5.5" 12.0"11.5" 6.0" 3.0" 4.5" 8.5" [�
TO 26.0"YO.S" 5A" b.5" 16.0"12.5" 6.5" 3;0" 4.5" 9.0" 11:5' 6.0" 3.0" 4.5" 8.S' ANCHOR NOTES:SEE SHEET ILJI
0797 11
__�..___...___ _-._ . .___ ..�_--._ .--__. __..__ 9 FOR ANCHOR NOTES.
10[1 11.5" 6.0" 3.D" 9.5" 8.5" 31.5" 6.0" 3.0" 4.5" 8.5" 11.5" 6X" 3.0" 4.5" 8.5'