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t" FL# FL13757-R6
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Town and Country Industries,
Address/Phone/Email 400 West MCNab Road
Ft.Lauderdale, FL 33309
(954)493-8551
tomj@tc-alum.com
Authorized Signature Frank 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
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.Ddf
FL13757 P,6 COI IndeD2.odf
FL13757 R6 COI IndeD3.Ddf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2006
ASTM E1996 2005
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
r
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL13757 R6 Eouiv Eouivl.odt
FL13757 R5 Eouiv EOUly2.Ddf
FL13757 P,6 Eouiv E,iuiv3.pdf
Sections from the Code
Product Approval Method Method I 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 c6 " DwaLDdf
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 P.6 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 1= Dwo2.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 Eval2.Ddf
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 Rb H Dwa3.Ddf
Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo PE-0046549
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +110/-128 Evaluation Reports
Other:See product drawing for additional information, FL13757 R6 AE Eval3.Ddf
anchorage, etc. Created by Independent Third Party: Yes
Sack Hext
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mall.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:
72-T11 C-1 WN EE MY
Credr,Card
Safe
11 4 iliP��i�
6.8 STREAMLINE SHUTTER ,,,,,I1L FRANK 659NAR[X,VE
FOR USE WITHIN AND OUTSIDE THE HVHZ
GENERAL NOTES:
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING No PC004654 -
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--�� 0 -p aryl
(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
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE % S 'F�ORIVA,.•' w m 80
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE --- -- S N .hm,(f) uN LL a
REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE i LL
FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN ��11111 i 111 o =
PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. ` a
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886JE1996/E330.
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5
SAFETY FACTOR. Z g N O =W
5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND W W ��w_w=
ZONES,iN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW
CRITERUI IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. N K �w
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. o w w
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE °o
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
SHALL BE USED. =
8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC X N
SITE.
9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL i a
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME m a
PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER lu 1 a
61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. -
10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE FU- c
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR c' o n
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM ,p n
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. Owor
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL I __.1
DOCUMENTS. HURRICANE PROTECTION Q m J3
12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING IBOTTOM
orroM u
OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED S19NED DATED AND TRACK ^� E �S
SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE
DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRAMTNG HIS/HER APPROVAL. LOCKING MECHANISM,SEE
13. EACH SHUNTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS 3 .5
INFORMATION: a g
TOWN LAUDERDALE
TYPICAL ACCORDION
LAUDE
FORT LRDALE FL
MISSILE LEVEL D-ASTM E1886,E1996&E330 1 SHUTTER ELEVATION
TAS 201 202&203
FLORIDA PRODUCE APPROVAL NUMBER 1 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:
K.S.I.
r 15. MALL BOLTS INIMUM TEND WALE SHERS
(EXCLUDINGH OF 60 IL T LLAT POP)
BE IVETS SHALL BE STEEL OR WITH 5052 MINIMUM SEPARATION FROM GLASS
ALUM.ALLOY. NON-HVHZ ESSENTIAL
16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR
BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES ? I
17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SHUTTER
18. FLOOR TRACKS MAYBE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS ;4292
19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN 5 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH.
21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE +!
22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. !
23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72' 2-1/4" 1-b/8' 2-3/8" 1-518" e
99" 3-1/2" 1-7/8" 3.518"
TABLE 1: 1120" 41/8" 2" 41/4" 2• p
TABLE 1 NOTES: "+!
ACCORDION SHUTTER
1. .DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-71W 2'
SHUTTER SPAN SCHEDULE"ABOVE ARE TABLE 2 NOTES: �o
SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. 0 rrR artRUH LeetwmPL
AT EACH RESPECTIVE SHUTTER SPAN. 2. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY
POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER F107I0_ 15-2339
SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND
BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A
SPAN PRESSURE PRESSURE DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". Oti•
LPA (PSF) SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL
72" 100 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30'
ABOVE GRADE.
or 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 9�
120, 53 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED.
6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM
144' 1 43 1 40 1
E1996-09.
01 ED046549 NARf70,F.F.
PROJECTION VARIES \\ C1K..1("'�'�
2.874" -- 4.874'MAX. :��; L16 s'•, . 'af�.
}o.lis r
Y I f 0.062" - 0.450' 0.080'
- -0.125^ 1.830" 0.062" N ;A : *_
-1.708^-.-.. 0.100•
1.708" 0.100" 11 -r 0.080" 0.063" -Q •. .O
0.195' 0.096" 0.195" -�(-- o �- IT r 2.820" =T. 874 o ry
=- {.- L t 0.060^ 0.070• 0.060" _ - �'. oa Ep
4 r 0.1250.630• -+----� 0.630' _ 0.062"� 1,908" ,�RIDA
t a.o6r i6u o.06z" -� 1.993' iQ •........G�r7lc�
0.630" 0.630' -! �f 1 I j- 0.143" 0.09 N ui
� �a4i - �. � 1.069'f Y--10.971• 1'A70ji}0.971«i 0.143• J-T-U N p=-r U ''n�`�, �0W oul= g�
IIS Ilf - o.2oa- m I 0.630• �u>u g=
'h 0.062 _�2�• �-1.069' 0.062 10.200• l 0 0.06' j 0.630 0. lIrtj 0.062" '1
*1.069• 07--5 IC+ e�rllir---1--1- ^ o0.
0.
H E1
5.745*MAX `-SUPPORT LEG OPTIONAL) }-1.069"-} 0.060. 020"" }-1.069"4 0.062" 0.200" WW USW^®=
--5.745"MAX. 3 B
l/ I \/WALL _ 2 B_UILD__OUI WALL (r3)STREAMLINE CEILING TRACK t/q�STREAMLINE WALL TRACE. 5\1 HEA_V_Y_HEADER `_ILL 6 LITE HEADER_LILLow
uj
U
SCALE HALF SIZE �� SCALE HALF SIZE v SCALE HALF SIZE v SCALE HALF SIZE �J SCALE HALF SIZE SCALE.HALF SIZE I/ 'o 13
WHERE SHOWN,SCREW BOSSES
8 FELT GROVES ARE OPTIONAL
ON ALL EXTRUSIONS
0.874"j- 2.655" 0.875" r`
2.195" F -�0.510• I 2.195" }-1.230' *� e
- - -1.229" J_. �D.105« 0.060' I m 5P
P m
0.7
46Z -2.655' n �i Ll IN _r m I i m I. C9 �I I }�--2.362".._. I �� Em",
3 1 069" c�t _-_ N I -� o �'0.105' f I 4.84" m.a
T - 831 ri N I r n H --� 4.510' g
.._.... v-`-- rt s-r 1.069" '0.105" I; u� ) • r �. E e
J 1 o.1os -- 0.075• fs ' 0.075• ,... _ o
(�clj---_.__�� i�
U .i 4.510"� r-.--'-._ - .._ L--__- I 0.994'{ 0.044" 0 5
NOTE:TESTED THICKNESS OF Q o
4.510' -� 3.506« � BARE METAL W/O PAINT LS 0.039•
a9 n SILL (u SILL ADAPTER O EXTENDED SILL �1�EXTENDED SILL ADAPTOR lj)ADJUSTABLE SILL BOTTOM 13 6_.8 ST_RCAMLIPJC_SLATIBLADE [Q 9
SCALE HALF SIZE SCALE HALF SIZE SCALE.HALF SIZE SCALE HALF SIZE SCALE HALF SIZE
SCALE HALF SIZE
F
R
0.080• 0.4n^ l.s7o•- 0 510"
0.143• 0.143' t 0 590' 0.341' -� #p6 0.070" 0.215' d- 4
---1.708"� 0.143• 0.096" �j' *
IrS 0.060".*. @4
-4.753'- 0.080' {}-O.117" �4
Q 4.SICr 0.090'n 3N 0.096"
� � o
4
0.044 0.227" I 1 � 080'
0.682• 0.630" 0.00. 0 -' CLDP�iYF�dFRWL8BftYR
Mva� L
.693•
15-2339
NOTE:THICKNESS OF BARE 2.822" --1.625' 0'420" SCALE,
_ METAL W/O PAINT IS 0.039" _ PAGE DE6MIMOMI
015 6.8 STREAMLINE STACK. 0 RADIUS CEILING HEADER/SILL �17�6_8 S'I_AR1ER Ig WALL SILL CLIP �g�WALL SILL
SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE SCALE-HALF SIZI SLALE HALF SIZE
7-1
FRANK L.RENNARDO,P.E.
1`111111111/, 9PE0046549
1.950' �
NYLON WASHER OR .••"'
j{-0.125• 0.610" AS STEEL r 280! NYLON
ALUMINUM •' l/
0.357'
T �
0.320"0 HOLE Y 0.050 0.276' N�"too,
'F -
m z +
'I 10 x 2-3/4.410 HT S.S. I ' - :• �46,5�9
NYLON ,�.', e m INSERTS SCREW W/TC ULTRACOTE T 0.591" J�
g 0.880 0.05 U T.:120't- INTO m _0 0
o `WHEEL , ,.iO 0120 o COATING rn T( �UF n
ry 1.100"-i }0.240" 1-�L- r TRACK (TYP TOP 9 BOTTOM) ry 0.062" - I ��'., T,ITC•Op L'@ w 8.1
--.- NYLON BUSHING W/WASHER: --111--- i,� '(ORFO M o
5MAX. _} TYP.AT EVERY OTHER N--110.750' 7/16"0x1/2"INTERIOR JOINT TOP �0.154'�-1 0.13r '�.�N A' ••N m "'� `��g"g`
-� INSIDE JOINT AT TOP. 0'870"tt -'ii 7/16"0 x 1'®INTERIOR JOINT BOTTOM ZZ 'qL ' I W "N %W s
MINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR � ,1/EN1111, Z o w V g
��ANGLE \ HOU5ING-7INC DICAST,POWDER COATED '>
19 22 ROLLER ASSEMBLY (L4)BUSHING ASSEMBLY DETAIL 26�BOX CENTER INSERT ()Q �aIS�lot
SCALE HALF SIZE �,J NOTE: MAY BE KEY OPERATED OUTSIDE z X au m 2
SCALE HALF SIZE SCALL HALF SIZE SCALE.HALF SIZE
OR KEY/THUMB TURN OPERATED INSIDE. W W Do 9 i b
H0.250" t/> \)BRASS PUSH LOCK G
SCALE HALF 512C COW1z
'--0.0.155" w
1.978 2.125' w W
6R o 1'�• `y
f 0.2m3 6' - ' 0.286' 1.603'
�-0-.-26T0.0.50U.500• 0.623' 1.710' 1.224'
0.79• 0.090 0.319• 0.531• 0. 1"F-3
tI N
I ,^•�
r / 1�- - \ --� -�. --1-^ •ac m& 6o 0.2 ------ 1I 24
0.064" � ---o
j
2.20 .09 o
. 0. 0
250 t-
0.118"'
0.224_• 0239" 1.758� w
WN0 G�2C
#
0.06• 0.4%" 0240 b
Q02.750' 2.000'- Y - .
6• 11
(j RAINGUARD tN DECORATIVE FLOORTRACE � 0240" .<m�,^•,!
Y . 6 �0.176' a
IZE 0.222 0 '
SCALE HALF SIZE lL8SCAIC HALF S 0 1. 1,062-1
_0)
UNIMATE LOCK31 MALE BOX CENTER 32)FEMALE BOX CENTER
SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE
-0.062• a o S
0.400• 40, m
5.500'x 13/16'WIDE-------
}--}
7/16'0 STAINLESS t _!P4
w.� a
'A 16r Z!- STEEL NUT O IL-.�,�,'�'
R ,�T- LDp Z
/30 t
Ell0,125" `� f O
IIr T-T- • 0.438"
�_0.Isr 5/16-180 MACHINE '-CREW '/ 'SDa 0
STAINLESS STEEL _�... �I 9 a
3 L- TYP. 5/16"01NTERNAL t ry .. ,t 0.121' �"^'O^
a 0.689" POWDER COATED,ZINC DIE-CAST THREAD O I i (!
4.500'-- 1---t _ HEAD 51YLE VARIES '^'. a ?
- SECTION A C T-LOCK ADAPTER 37 T--SCREW INSERT THUMB SCREW - 105a"�
DELTA MODEL 2022 36� --------- t y q 9 9r5,9
INDUSTRIALSYSTEMS (OPTIONAL SCALE-FULL SIZE SCALE FULL SIZE �` g -t 0.254'
1;551 BOX LOCK SCALE-HALF SIZE ^' 'I 0.319 END STRIP 1" st ,i 'S 1
8 L-J SCALE HALF SIZE i 9
� �-z.000"-f ?" 3c 3" EXT
}-1.625"-{ {-1.500"--{ �� �1-0.125•SCALE LHALF S1ZE 6 �
0.125•- BB
0.050'
T o.oes•
P
c -0.125' CDPFRIiD fAVttLBFNNI[q PE
-
g0.093" A 15-2339
0.250' I I ro
85" eIi
---- ------- 1- 1 SCAMg PAGN DesanP"Off,
A � 7'000 --� C0 ALT. 1" E14D STRIP 11�1.5",,3•'x0.093" ANGLE 25 2x3"x0.125" ANGLE. 99
&9 2X7 ANGLE SCALE HALF SIZE SCALE.HALF SIZE SCALE.HALF S1ZE
SCALE HALF SIZE
fPANK.I BERNMDO,P.E.
\T1 fid/
ANY ANCHOR PER ANCHOR "EDGE DIST.
SCHEDULE O 18'O.C. -EXISTING DIST. \'� I \� � L)
GLAZING / \ � -
- _ SEE END STRlIC
\ SCHEDULE FOR MwI•: No E004 '�.�_
Al
EMBED y1 n r SPAN WHEN USIAG: 0 _
"...__ Y _i _ 20,40a,40b_.-EMBED. t7 '' (INTERIOR) ; F- 1/4" OR 6.8 STARTRt RG /._,-`_-1...I-MAX. WITH 21 OR 2S Q`-MIN.0.062"THICK G063-T6 ALUM. - 7 (� ''�ANGLE 1"x 1"MIN.TO 2'x 5"MAX. Au
21 25 /asEDG -_ _ —_ \AN
ANGLE LEG MAY BE REVERSED) FASTEN ANGLE TO TRACKJ 117 DIST. -- YANCHOR PER ANCHOR (2)*10x1'SCREWS ATLHEDULE @ 18.O.C. CORNER,TOP B BOTTOM;AND =o
/ \�\ ATTACH TO 6.8 STARTER W/ O mt3- \ 13) *12 x 1/2'GALVANIZED OR 5.5.SMS, �..,: *12 x 1/2"GALVANIZEORZa.Q1�_� � S.S.SMS 3/16"0 ALUM.POP w ry J.. 0
3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE
USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT 1►NUT O 18"D.C. ALTERNATE EN U STRIF DETAIL BOLT NUT O 18"O.C. E�C7
(E)CTERIOR) 5/16-18 THUMB SCREW INTO THREADED WITH 6.8 STARTER At•!D AMGLE 13i1Ud>:.,
INSERT Cat AT 1/3 SPAN TO 2/3 SPAN SCALE 3' -V-0' ANY TRACK W/
TYPICAL FLAN VIEW FROM BOTTOM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. U,p w
N HOLE SHALL BE 3/8'MAX WIDTH,UP TO - PSF SPAN
SCALE 3"=t'-0 1"HEIGHT. 1'&0(2.77 8722 10080" �� m
82
USE(1)BRASS PUSH LOCK -' 132 7
OR(t)S/16-18 THUMB LOCKING DETAILS FOR 62 95 SEE END STRIP
$CREW I i0 THREADED 2'&0(3.7')
I INSERT (37) AT 1/3$PAN CENTER MATES 72 i
TO 2/3 tA14 FROM __ SHOWN ON RANDOM �'� 82 " SPAN WH NUS[NGX Lu
RECE v NO HOLE SHALL BE L. t3� o� 72_ 79- �a c
30}, DETAILS 3'BIO(4.7') g c D,
3/8"MAX WIDTH,UP TO _ a 20,40 a,40 OR OR 40c,
t'HEIGHT 2 j J 1/4" OR 6.8 STARTER
30 ALT.1"BIO __62 _ 0 p,IK r)AX• WITH 21 OR 25. E ti
17,C a�p6 m�m
(2.7*)/' 2 \ /'' �Z m 3
-- l`�) 112 81" \ L4 44 USE APPROPRIATE g a Q
132 75" ` '-` STARTER OZL SIRIP JO
- II 1.6'x3• 45 -C - 06Y� PROVIDE CLOSURE
13 / Iu} rzpr x0.093' S7 8 aaJlll FUR LN.
60 B1 r t DUI!DIPJ,c!N4DI ROH$ 1 E
��') 64 78 •� `\\ �•` FASTEN STARIER STRIP Q o g
(INSIDE) 7 7„ ���\ TO TRACY.W/(2)1110x1" y T
Iz,--�- 2'k3' 4 139" \\\ SCREWS AT CORNER.TOP
xo.lzs• 52 12" ALTERNATE END STRIP DETAIL a W/SCR _�w,,
B J � w /: 60 120" SCALE 3"=1'-0" ANY TPA
CK W/SCREW � "q•
S
t3 a m l:.') 64 118" BOSSES.
70 111"
✓ zao 7 1
L S_ I1 -� FOR GREATER SPANS OR LOADS THAN
9 F Li SI TOWN IN END SIRIPSCNFOULE,END
A6 STRIPS REWIRE A 1•x1•.090'CLIP ANGLE
M IDSPANNCHOR CHEDULE&ANCHOR ON TILE EXISTING GlA55-+ -----_------- b
ll 4'TEK
SCREW OR 1/4-20 BOLT LTO EIND STRIP. _- / _____--____-_-•_�==__- o ddd FFFSSS ea
' USE(1)BRASS PUSH LOCK 30 -V'/ a w USE(1)BRASS PUSH LOCK INSIDE uY a
C OR 11)5/16-18 THU11B ny OR(1)5/16-18 7HIIMB
�--�1 = 30� l� SCREW I�1"I' THREADED
q SCREW I7 THP.EADED ' '�a T (37 cpgN SILL o SI itII:
LLr`r INSERT T AT 1/3 SPAN s / z D. IW$ER ) A7 t/3_ 7 1€(pF
W i TO 2/3 PAN FROrt
10 2/3 S N FROM =,nc BOTTOM OF S)UJTTCR j
e BOTTOM OF SHUTTER / " (OUTSIDE) e
^U{ RECEIVING HOLE SHALL BE i - 6
3/8"rtAx.WIDTH,UP T i• -"'---' -- - ---- Y
2, �..HEIGHT. 23)- �'* -------- ----
TYPICAL OUTSIDE CORNER. CLOSI)RE ------ -- - --
CCI r — f3J COI,,-,'
11= ! � o Ia p
�DETAILS WO/CORNER POST - ----------- ---- hL1
a li 1R
NTS 13 �0 COM891R FNML�IIMRW VE
13 23 OUTSIDE 15-2339
13 \ ill 1. 3115
(OUTSIDE) -
-USE(11 BOX LOCK AT 1/3 l WALE: -
SPAI4 TO 2/3 SPAN FROM ►gaeoesay__aL11
Nbu BOTTOM OF SHUTTER
TYPICAL INSIDE CORNER CLOSURE
CC2DETAILS WO/CORNER POST UQ MULTIPLE SHUTTER ASSEMBLY �1
14T$ 3a SCALE 3' =1'-0"
a "
I
FRANK L.BENNARBO,P.E.
Cl CONNECTION TME —
REFERENCE ANCHOR EXISTING HOST
SCHEDULE FOR M4X S7PUCTURE
SPACING
i' CI CONNECTION TYPE MAX -1/4-20 MACHINE BOLI
\\ REFERENCE ANCHOR 1/2" _ W/IJUT(°l 12"0 C OR p 4
l \ SCHEDULE FOR MAX V It IL SMS 1111)6"0 C -1�
SPACING 1/2" ITYP.TOP&801 TOM) fll Ipn
ALUM. TUBE I LJ
2 FASTENERS -6063-T6 ALLOY _ wF ✓' J '; AT 0 YIN
81OCIR
EACH ANGLE --- SEE TABLE A FOR SIZE M R 63 RI �ALTERNATE TNRU BOLI _D / Frcr
2"<1/8 o
OR 2"x 2'"Al1/8" , Cl CCMINECiION TYPE M9 GLASS B_CL w �—p T1L �>QQ 4
ALUM AJGLE--- ° r I REFERENCE ANCHOR SEPAPATTON ru L-1�l �aW ip
SCHEDULE FOR MAX I3 m pL J a
13 I; 1 I1 SPACING
PER TABLET jq 7w ZX q°Npm
THREE 3/16"0 ALUM ° t r� x n m WW " az
POP RIVE 7S OR -- I GLASS mI Ian ILI
�3ILI d
THREE 4112 SMS,TYP ° 1'f OR DOOR y F z
�-3/16•'@ ALUM PUP , Z T w N W a�w
17 RIVET OR N12 SMS �I. A(2C;� EU ww a
TABLEC3)A(O (afl 18"O C ITYP 1 \ 7TH
PSF fb�01C1 3�& MAY 115E MALE ORbFEMALE LOCK-SLAT wALTERNATEU BOLT1/4"FiAX FPU11 F`Itl130' 180' TiPE ____ _ GUIDE TO BIJSHIIJG
62 C5 CCR N CE AM HOR CI ER CONNECTION PIPE L WASHER IT YP I m x
F2 __IN' 179' C•><1 1'iPICAL CORNER CLOSURE DETAILS REFERENCE ArIC HOR p,LFENEMCE ANCHOR \
{ 02 119' 173' NIS SCHEDULE FOR MAX SCHED GE FOR 14AX i ^�,0\I \� (D
A 92 IlP !6S q R 0
55
102 110" 160" ANGLE TO TUBE CONNECTION rn Q m
2..
120 104' 14T - -- 2"> 1LU O� K
"U - TABLE ---- - ETR TING RUST EMBED E063-T6 ALUM TUBE z m
9T 131" - AB STRUCTURE
200 80'-- IIP PRESSUREVx2"x1/00WABLELENGRIJJB8`` 5 CONNECTION TYPE �•
PSF WITH B/O WITH e/O EDGE DISTANCE 1111- REFERENCE ANCHOR "ZZ,�:WrrH WrrH 1 SHEDULE FOP MAXEE I-S
_— SPACING (,_,� -" L °ul j
62 ar 166"
FAST EPIER(v 18"O C7 3 g
g for 1ST--- {I (USE ANY ANCHOR SHOWN � b ALTERNATE BUILD OUT MOUNT SECTION a
02 101' 14T I IN ANCHOR SCHEDULE) SCALE 3"=1'-0" d
m
92 95' 139' -r o
102 90" lie
S
R 120 orizr
L w
ry 150 74" 109"
3/16 RIVET OR 4112 SI-IS /' 090"6063-76 - - ~ 00
ALUM TUDE TYP In INNGLASS 13 > w
1 N
(n)18"0 C. OR 1/L-20 17) a ul _ 1 �fSTAB.F -M I/I pulmo Will
Ef��
NO
8 BOL T(r(P 1 \ /- ' 3/16"@ ALUM PUP Ulu a GLASS --2 S o a m
`r RIVET OR q12 SMS 6
LL ALUM. TUBE—` z a rt OR DOOR
15
6Uti3-IG ALLOY (d 18"OC (TYP 1 rvin
SEE TABIE B FOR SIZE \\ 2"`S'x U. __ gg
^.FASTENERS xCONTINUOUS
EACH ANGLE ALUMINUM ANGLE
t"..2.x 093'6063-76 A OR"NT
ATIUN T YEP INSIDE _ ...(s 1�6 >,e
'THREF 3/16"0 ALUM
ALUI1 ANGLE.TYP 17) (17 0 3
Ls5 POP RIVETS OR �- Wm E •� _d g � �
;y 17 _ THREE N12 SMS.TYP
0 0 -1'•r 2"x 1/8" \'•\ '� 4 CUNr1ECTIUN TYPE Igo q
13 OR 2"x 2"r 1i 6" _.-_ ____ _ `\ E UI.T RE FEPENLF ANCHOR
5 .\\ ALUtt ANGLE — — SC HEOuLF FOR MAX a d S! @
`--- USE MALE OR FEMALE SPACING COPYPMFRWLM314900PL
LOCH-SLAI --BLOC TNG CUNCRE TE, 15-2339
13 13 BLOCK OR WOOD FRArIING
�Wl1
(OUTSIDE) •�'-Y INSIDE SILL MOUNT_SECTIOII
i1 4112 x 1/2"GALVANIZED SCALE 3 1'-0"
ORS S SM'�,3/16"@ ALUM
CC-4 TYPICAL CORNER CLOSURE DETAILS POP PIVE1 OP. 1/4-10 SIDE CLOSURE OPTIONS '11
`-- NTS MACHINE BOLT& NUT Sr ALE 3"=
h @ 18"UC
FRANK L.BERNARDO,P.E.
/ 8549
RE EREN C AN TOPE
REFERENCE ANCHOR �EXISTING X
SCHEDULE FOR MAX STRUCTURE
O j SPACING
ao 5'•MAX P 1
GLASS w a w-
CLASS
w Cl CONNECTION 7YPE -1/4-20 MACHINE B06`Tq Q
c1 REFERENCE ANCHOR W/NUT(3112"OC G'Pk
OR DOOR ti OR UUUR----- , w �j No
r;J pl rw>> SCHEDULE FOR MAY 1114 SMS(@6"OC=} J_
a z I. r N O w SPACING -- 1i 2• ITYP lop R BOT TBtT) 1p 7E•_
H^I 13 X N Val J GL A'S
;EPARAT10N N L7-ul Q /L" l wwrrr A'�;n 1/4"-20 THRU 801.1 W/ G ASS m q14 x 1,2"SMS Cm 12"0 C Xz Zr w �' �� �On TwLLLOLK NUT(I�12"0 C OR fPARAl101 T.. w O13/16"0 ALUM POP TABL 2 1 N / )OR OR/ i�1 ( �12x1/Y'SMS(a 12"OC E.S PER I? RIVETS a6.0C OR1/4"0 0 c. OR a i ��-777T111(111JOR 3/16"m ALUM POP ABLE 2 z] ALUM POP RIVETS(a 11'OC --� a
RIVETS(S 6. O.0 E.S. _ /� ---- // ! �U FS
R I/4"0ALUM POP RIVETS / VI 11 AND 30 __M MIN GLA55 w r�' �1�a LL
i
_ 1!L'MA'( FROM FIIJ Q � ,W u LL
(3112"OC E.S ------- - - - ASSEMBLY SEPnFanLIF1 13 F. �? v O mz
I V4"MAX.FROhI PIIJ GUIUE OBUSHING [_D. Z^ t
,� 11/1"TVP PER TABlE2 r = u„ w
V AND 1O GUIDE TCt BUSHIFIG -- WASHER IT(P) yr�'w I11 zN O
_� WASHER IT'(PI w - / GLASS =r ZI'm WW u'1W"" z
ASSEMBLY- m ut p IA i,
1/2"TYP -EXISTING CONCRETE, s .' '3 CONNECTION TYPE OR DOOR--yf _ _ p r J'''r../��i�i�jLL� 3(�"��t7
m - / BLOCK OR WOOD FRAMING T EDGE REFERENCE ANCHOR u -^'-- Z n'a 11,OI'I� N w 4 w
-C4 C014NECTION TYPE 1 GIST SCHCUuIC FUR MAX O1m 1 /�/� LU =+
•�1 , EDGE REFERE14CE ANCHOR SPACING a 1
SCHEUULE FOR MAX
SPACING AS SHOWPI
" IN DIAGRAM ON PG 9 l7 m (5)U 6 pR Irr1
-C3 CONNECTION T1 VE o p /- -6 -
E�� REFERENCE A14CIlOR EXISTING Cori CRE TE, I" OA 61- m
/ SCHFDULF FOR MAX. BLOCK.OR WOOD FRAMING 'x 1/4-MAlc FROM FIIJ
SP ACIIJG ALT F-AS7ENER Cl CINJNEC7ICM! IYPE /` GUIUE IU BUSHING
(—SP.7 to
FRONT AND /� REFERENCE ANCHOR / 1/ ^ WASHER(TYP1 m k
\\ 1/4"MAX FR014 BACK ANCHORS NOT REO'D ) q�INSIUL MOUNT SEC IION SCHEDULE FOR MAY l9. w�5
WITH THIS LOCATION �._- SCALE 3'= 1'-0" SPACING
PIN GUIDE TO % 5 CONJI•IEC110N TYPE
-- _ BUSHING WASHER ((JJ INSIDE MOUNT SECTIOIJ REFERENCE ANCHOR N L�
-/ SCALE 3"=1'-0" SCHEDULE FOR MAX 0 mm
EYISTING CONCRETE.. SPACING
BLOCK OR WOOD FRAM1 EMBED
/ CD)BUILD OUT MOUNT SECTION2TL a
EX6 TIFJG CONCRETE, SCALE 3"=1'-0" 1O
E �w
BLOCK.OR WOOD FRAMING
r'-- o g
a J / EDGE DIST /—S T PUr SURE
NOTE FOR DETAILS A,B,D AND E ON THIS SHEE1, ---C4 COIJNECIIUFI 71PE SIP.UCTURE ?I
THE BASE TRACK MAY BE IRIS TALLED IN SECTIUNS REFERENCE ANCHOR EMBED % /--05 CONNECTION TYPE
WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS O SCHEDULE FOR MAX / REFERENCE ANCHOR /� m
A MINIMUM OF TWO SETS OF ANCHORS AND ISA m SPACING / SCHE DLILF FOR MAX �1.r p
p P11MIt1Ut9 OF 72"LONG.THE 54L OR FEILING TRACK w �• _ _ 5 6 / SPACING `p'�w,.12
L USED WITH THE BASE TRACK MUST BE CONTINUOUS -
OVER THE GAPS BETWEEN SECTIUNS 3 75
1/2.'
GLASSMN a j j
13 I i p$7l
tl
OR DOOR r M p_ I'w
y R 12 r 1/2"SMS(t)12" 'EPARA'FI 13 =
Lu z u W 7 a •'o
O.0 OR 3/16"0 ALUM F`EP ut ro .•✓1 r o•'
rIw>> PUP RIVETS(Pl 6"0(
TABLE Oln fa- GLASS OR _ 13)
j W N w w OR 1/4"0 ALUI1 PUP a ao a DOOR--(rPp�AT�N y=j O in rt
513) = I RWETS(til 1I"'Of.
` c PER TABLE 2 Z O p
MN GLASS �1_<vm uIn Y.w¢ar
SEARAIIRN / i7 p 0
PFR tABIF2XWa=1- CI)AND
R 1!4-20 S S MAC HINC - a p•1 (- 1/4'MAX FROt1_P!t_1__ - - a B
h STREW&IJUT(dl I m ASSEMBLY 1/2, 1/ GUIDE TU BUSHING _ ltlli
_ T(P WASHER IT YP I
p 12"OC
\„
x GLASS - .h' L�- -
_ r e yp
@ OR DOOR MAk FROM PIM d - _
4 ------ '' GUIf3E 10 BL151tI1JG w ;4 CONNECUOII TYPE 1/2" WAS FO BU5H:NG
s a NE F E RENO E AIJCHOR U WASHER ITYP)
WASHER ITYP I
SIHEDULE FOR MAX, � COPFPo0IR RON(L®4MWP.E
T EXISTING CUNCRE TE, D�cl. SPACING AS SHOWI( \-C2 CONNECTION IYPE
I a -BLOCK OR WCOO E:(ISIING CONCRETE. 4 COFINECTION TYPE 114 DIAGRAM ON PG 9 REFERENCE ANIIOR 15-2339
FRA-1146 BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR IMAX WALE,
OR 7/ /' SCHEDULE FOR MAX SPACING PAGE DINSMIRTLD111
x 3' r 1/4"CONT ' '-1 '3 CONNECIICNJ IYPE q12 x v2"5195 hD 12" SPACING ALT FASTENER EXISTING,CONCRETE,
063-T6 ALUM.ANGLE ,/ REFIRENEt ANCHOR 0 C OR 3/160 ALUM ( -
/ -'� SCHEDULE FOR HAk LOCATION FRONT AND BI CCK OR WOOD FRAMING
SAY BF REVERSED -�/' SPACING POP RIVETS @)6"0 C BACK ANCHORS NOT REO'D
S SHOWN DASHED) OR 1/4"0 ALUM POP' WITH THIS LO(A'I'ION 19
RIVE 75 Cm 12"O C.
/r1 WALL MOUNT SECTION CEIL_INC�INSIDE MOUNT SLIC HON (�WAL.L/BUILD OU f
SCALE 3- 1'-0'• SCALE 3"=1'-0"
__TION
SLALE,3"=1-0'"
MN OLASS f NK L SENNMIX),P.E.
111 p/4�g
GLASS SEPARATION Z w .
OR DOOR PER TABLE.: 13 Q n Y •• /
GLASS OR •''•L F1/Upy/ %- `
In i DOOR = �:• NOH ll!/lT[t7
041
._ .-GLASS OR _7� I fi5
T w a MN GLASS
- SEPARATIOu
X In
Mcr PER TABLE 2
SEPARATION R 1-9 T- A •
r _PER TABLET
W h l"j a ,,, •.<O I N n
nX
I 7 �I
i n �O .
Z/ IfIB
= I Ow Z i.0 /11111 Ok>
=6t
I Tl I "7 �— X z C)
,3 T
WI[� (,il-•, oIA (�4 �a u� moo
oz CI CONNECTION TYPE '� S 'oN ZX .N9 �j�J
1;'4"MAX FROM PIN GUIDE (o\ ¢ REFERENCE ANCHOR 4 Icy
T O BUSHING WASHER ITYP I �;!- - __- am SCHEDULE FOP MAX �¢ WW ��w^9z
I � �
TWO 114"2 WUUU SPACING
LAG SCREWS (b 24" -C4 CONNECIION IYPE 150` �
- -'1-- UC MAX WITH 2• / REFERENCE ANCHOR / i �;�c�,: irk /a�r Q w
THREAOED PENSCHEDULE FUR MAS ETRATION /
¢ p - h.q \�t80� ~
N "T"INTO CENTER OF 2X STUDS w, SPACING �h
/
EMB "T• 74 SMS(MMIUSP AN BFT WEEN /�
w
STUDS FOR TRACK TO V x 4" /l E>ISTIMG HOST STRUCTURE
PLYWOOD& TUBE CONNECTION /
STUCCO FINISH i"x 4"x 125" r`
6063-T6 ALUM TUBEr('l Ip p
�N)DECORAIIVE FLOOR TRACT', DETAIL (p)WALL MOUNT SILL DE TAIL �w
[ THIS DETAIL TO BE USED WHEN STUD SPACING ��---- SCALE.3"=V-0" SCALE 3"=1'-U"
EXCEEDS THE MAY..ALLOWABLE ANCHOR SPACING C o
�
R5''gm
(L; WALL MOUNT SECTION THIS DETAIL MAY :0'y
SCALE 3"=t ALSO BE USED 0"
AT TOP
m f O
$ ACCORDION SHUTTER m ¢ Q o
PER PRODUCT APPROVAL -GLASS F-
MN
MN GLASS OR DOOR I- I
GTi t `O SEPARATION (7: 7 u,
vI " PER TABLE `� N „ EXISTING WOOD IG=0421 t
R APPLICABLE AT TOP X 4Z TRUSS OR Z
.E AND OR BOTTOM a ¢ X a CV1 2v FIAXRAFTER
O.C. t-7/217 1/ l
a ¢
� S
In F of EXISTING FINISH � I 1
2"OR 3" MATERIAL
,
1/2'MIN.- "' 5 6 - 1/4"MAX FROM FIN GUIDE 2"x 5"• 1/8' 6063-T6 i w
,
TO BUSHING WASHER ITYP I II
i e`
(�) ALUM A14GLE W/ THREE
2"x 3"x'•e x CONTINUOUS OR `^ -2.175" !. 6 __ /--1/4"TILE ITYP) 1/4"0 WOOD LAG
2'x2"x111"xCONnNUOUS FINISH MATERIAL SCREWS WITH 2-3/4'
6061-T6 ALUMINUM ANGLE \ -. IlIP41MUII THREADED
- -``'- 3/4"PLYWOOD PE14ETR "T•'IN WOOD Lit5
0.9"MIN.THICK 6061-T6 ALUM TRACK �- 1/4"2 A325 GRADE 7HRU BUL1 @ 7"OC EACH RAFTER OF TRUSS IIf ll " ��
$ l�
ANGLE FASTENED TO / FASTENED TO ANGLE WITH 1/4-20 Ei OP 5/16'0 A325 GRADE THRU BOLT CN 12"O C 24"O C MAX WHERE
MACHINE SCREWS AT 3"FROM ENDS /• GAL V OR SS J
EXISTING 3 KSI CONCRETE - AI4GLE EXTENDS BE"ON
MOST STRUCTURE WITH AND 9"O.C.FOR THE BALANCE `- LAST TRUSS MORE THAN
d E 1/4"0 ElCO ULTRACON TO CONCRE TF/CI1U 6". EXIEI4D ANGLE TO
S"0 ELCO ULTRACONS AT EXISTING CONCRETE HOST S"0 C W/1-1/4"MIN.EMB ¢ 1a
sy 3"FROM ENDS AND 4'O.C. 2-1/Z"MIN. STRUCTURE PSI MIN ORt/4"m L AG SCREW IN 9'0 C,,W/1-7/8' NEXT TRUSS. ww A ��•
FOR BALANCE WITH 14,4 ( , / HIN EMB IN WOOD SGxO 42 TO O.5S
4 MIN EMBEDMENT AND 2 MAX.DESIGN LOAD AT 5'-0"MAX SPAN: E XIST ING C 0140 RE 1 E. 1=/
MIN EDGE DISTANCE, t 62 P.S.F. =F
STAGGERED WITH 3'MIN. HOLLOW BI OCI<OR / '^17_in a copveartrwHcue/WWpl
MAX.DESIGN LOAD AT 6'-0"MAX SPAN_: WOOD FRAMING SEF .5`,1/e"CONT .c z y P
SPACING,TYP. 352 P.S.F. ANCHOR SCHED a� LL 15-2339
ALUM ANGLE CONT 761
` BASFD Ow 4 TYPE OF - vl SCALM
{51 BUILDOUT MOUNT STRUCTUREa PAGIIDUC_RIMON.
HO� SCALE NTS IMAX DESIGN LOAD J:72 P S F
)C /b--
) OU
PASS THRLI DETAIL TRUSS MOUNT SECTION
SCALE 3"=V-0" 1 K 1 09�
XJ SCALP 3"=1'-0" ^
EXISTING HOSTALT.LEG DIRECTION t L1d�g7j/n0o".'
STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN
12"MIN FROM EDGE OF ACCORDIONEMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM
EGE OF SHUTTERSHUTTER BLADES ROUND WINDOW --
.. •r
1./2" SPACING,AND 3"MINIMUM EDGE DISTANCE
, ASSEMBLY i Y
TOP OR BOTTOM AX
(2)6063-T6 ALUMINUM
- - ��ANGLES PER BEAM END,SIZE - �: 6Y'EQU46
1/2" .' PER SPAN TUBE SCHEDULE yt
Y '
EMBED. SPAN TUBE PER /Ilnt
ACCESS MOLE ID
DESIGN SCHEDULE p•: U N �;
�"- - //r EDGE OF ACCORDION 7a z -1/4-20 MACHINE BOLT W/NUT ;O,("'.. E )pWOn
�SHUTTER BLADES f _--- 12"O.0 OR!14 x 3/4"SMS 6"O.C. �i� s �w3.5"MIN,TYPICAL -- 1/2"MAX. 4 Ft
3"MIN
- �5m _� I_ujU::
EDGE L3 1 zt'
2.875"0 HOLE(TO RECEIVE DISTANCE1I MIN.GLASS t31 n Z z =o)
ROUND WINDOWASSEMBLI� EXISTING Q SEPARATION O_ W W o w
MAXIMUM OF 3 WINDOWS GLASS OR p w rL 13
PER EVERY OTHER BLADE DOOR- N 0!a
1 LIGHT-N-VIEW WINDOW =°`o EDGE r1/2'MAXa< �o w
8 N.T.S. EXTERIOR ELEV $ DIS3.TANCMINE i 1- (5 /,) AS
-
N ,•' ` II 1
yyµ f 00 O '� (,37�16J T/4"11A\.fRUM PIN GUIDE n
TU BUSIIING WASHER ITYP)
--1/4-20 MACHINE 00L7 W/NUT
1/2"
ACCESS
12"O.0 OR*14 x 3/4"SMS 6"O.C. rn r
2.875'0 HOLE TO '� ��. -SPAN TUBE PER OI
RECEIVE ROUND EMBED. - -- DESIGN SCHEDULE s
WINDOW ASSEMBLY i x ���� $
F:_ PPPL 1/2'�� (2)6063-T6 ALUMINUM
ANGLES PER BEAM END,SIZE
EXISTING
PER SPAN TUBE SCHEDULE 'illrl�O c a
ps ac
HOST1 4"0 THRU BOLTS SEE BEAM Z m
STRUCTURE `SCHEDULE FOR REQUIRED NUMBERS C c
�1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN WSJ m S
u EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM >_
0.125" }}0.125' SPACING,AND 3"MINIMUM EDGE D15TA9CE C p
0.032' 0.032" .1 E �'S
m MAX.DESIGN LOAD-!72 PSF � ¢ 9
a
3 SPAN TUBE SECTION
0.196"
N.T.S. VERT SECTION
SPAN TUBE SCHEDULE
F 1 ALLOWABLE TUBE NUMBER OF NUMBER OF ..N.-.N GLE
TUBE SHUTTER THRLFBOLTS ANCHORS PER i LENGTH
Z ROUND SIZE SPAN ANGLE
I + ' rE S WINDOW TOP BOTTOM TOP BOTTOM 701 BOTTOM TOP-'BOTTOM
Ell ASSEMBLY- TUBE TLIBE TUBE TUBE TUBE TUBE TUBE TUBE
80" 123.8' 135.7 2 2 2 3 4" _7" p
0A25' 96" 1ol.T 108.9' 2 2 3 3 7'
0.125' 123" 89.9" 94.4" 2 2 3 3 T 7-
O TS
E$ / ���•� 50" 129.1" 167.0" 2 2 2 3 4"
✓n \\ j/1 �• \\\ 0.126' 114.8' 124.72 T
3- 23 T
._. _._-...... -.. Ff
I
/ / \ 123" 102.8' 109.(' 2 2 4 ..4._ --10"_I 10"
R - I 80" 138.0' 198.' 2 2 3 3 T
N ( Bx 88" 122.7 183.7 2 2 _ 3 1
02.875" 03.250" } --- 0.125' 123' 115.4" 137.6" 2 3 A 9
81 168.1' 240.1 2 2 3 4
\ / 0 1075' �" 140.6' 229.9" 2 3 4 8
[l LIGHT-N-VIEW WINDOW /� 12T 1322" 203.1" 3 4 5 7 1S' - t9" Zi a E
29 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB SPAN TUBE SCHEDULE NOTES: COFYfRFlwKLee+Wmo Pa
��'` x x 4
x x "ANGLES FOR 2"x5'&2"x6'BEAMS. 15-2339
2. USE 2'x5'xl/4"ANGLES FOR 2'x8"&2"x10"BEAMS. SCALE:
55 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PAGE D[.+dumoryl
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.
5. 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 -
N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.
8 6. LAP BEAMS ARE NOT ALLOWED. O
7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. O
r
ANCHOR SCHEDULE: CONCRETE FRANK L.BENNARDO,P.F.
1 I 1 /1 046
PF0549
Ok
2.5"MIN EDGE DISTANCE ��
yy�� ws
Spans UD To 6'-0" ins LoTo B'-3" Spans UD To 12'•0' Q�•'• C1�EA/ 7 IG,
r j LOAD CONN TYPE CONN TYPE CONN TYPE = �' -
_ ANCHOR ( Cl 1 C2 C3 U C5 Cl C2 C3 U CS C1 U q U CS No PEO
1/4"ITW TAPCON OR ELCO 43 16_0 16.0"15.0 16.0 18.0 16:0"16.0" 9.0 13.0"16.0"16A" 9.5" 5.5" 8.S" 14.5"
ULTRACON WITH 1-3/4" 53 16.0"16_0"10.5",14.5'16.0"16.0"12.0 7.0" 10.5"16.0"15.0" 7_5" 4.5" 7_5" 10;S" -_-O * ry
EMBED(3192ps1 MIN CONC) 62 16.01'16.0"ml
16.0" 9.5" 5.5" B;5" 15.0"15.0" 7.5" 4.5 7.S' 10.5 � Z Qn,� $i
A-- 70 16.0"13B.0" 5.0" 7.5" 11.5 15.0" 7.5" +.5" 7.5" 10.5" /( COMBiHAT101$O�•, STATE 10015.0" 7_5' 1 "15.0 7.5 4.5 7.5 10.5"15.0" 7.5" 4.5" 7.5" 10.5" 2 x S ITYP) / TCO) (CIMSIMATN)rY � ',�'(pRltr 43 16.9'16.0" "16.0"16.0" 9.0" 13.5"16.0"16.0" B.5" 5.5" 9.0" 13.5" �i S
1/4'MILLENIUM MILLFAST ....___ - TICS/O .. LLUI ..
WITH 1-3/+"EMBED(3275ps1-53 16.0"16.0 11.0 15.9 16.0"16.0"11.0" 7.0" 10.5"16.011113.S" 7.0" 4.S" 7.5" 9.5" NAL o x FF
MIN CONCRETE) 62 16.0"15.0`1 8.5" 13.0416.0"16.0"0.5" 5.5 9.0" 13.5 13.5 7.0" �.S" 7.5 9.5 -O /1111111 t I Q w W U.. 5
70 16.0 12 d 7.0" 11_0 16.0"14.0`' 7.0 4.5" 8.0" 10 5 13 S' 7.0" 4.5" 7.5" 9.5" UI a Q LL
B- 100 L3.5 7 0 9.5 7.S 9.5" 13.5' 7.0" 4 S' 7.5' 9 5 !?..r 7 0 4 5" 7.5 9.5 L h
0
_ _. -- - ZX . ate
1/4'ELCO CRETEFLEX 554 43 16.0 16 9 16.0"16.0 16.0 16.0"16.0"13 S IB 0"16 0 16 0"12 S 8 0' 13.0"16.0" t x 5 1 T T P 1 2 x S(T'IF) W W O N 9_ w
W/2'EMBED(3350psi MIN 53 16.0"16.0"16.0`'18.0 16.0 16.0 16.0" 10.0"15.5"16.0 16.0"10.0" 6.5" 11.0"14.0"
U W t
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" 11.01'14.0 3(C•'E C7
--'111ULliCP 70 16.0"16.0"10.5"16:0"16.0"16.0 ID_5" 7.0" 11.5"15.0"I_ 10.0.10.0' 6.5" 11.0"14:0" UI a z w
100 16.0"10.0" 6.5' 11 0'14.0' 16 0 10.0" 6 S' 11.0"14 0 16.0"10 0 6 5" Il 0 14 0" b W iu
_ 1 MIN EDGE DISTANCE NOTE "S'INDICATES ANCHOR SCHEDULE SPACIIIG .rte
cl ca c3 a C5 u u c3 a cs c1 a ci u a SPACING DIAGRAM FOR C1 & C4 CONNECTION TYPE:
1/4"RW TAPCON OR ELCO 43 16.0"116.0"17.5" 80 16.0"116.0"115.0" 50' S.5" I60 16.0 90 30 40 190" - C2 CONNECTION TYPE USING PIECE WITH OUTSIDE
_ 'i 4.5" 16:0"14.5" 7.5 /: 10.0" G
ULTRACON WITH t-3/4° 53 16.0"16.0' S.5" 6.5" 16.0"16.0`'12.0" ANCHORS ONLY
EMBED(3192p51 MINCONC) 62 16.D"15.5" 4.5" 5.S" 16.01'16.0`' 9.0" 4.0" 14.5"14.5" 7.5" / 10.0" - Cl.CONNECT-014 TYPE USING PIF.(F (�WITH n
.. - .._..-_4.6. 5 .._-.__ ____-
•- 6��9 OUTSIDE A14CHUR5 ONLY 'ri1
tT-aims. 70 16.0"12.5' 4.0" 5.0" 16.0"IS.d' 7._5" �� ,/�� 11.0"1+.5" 7.5 �/N! /30.0`'
106 14.5" 7.S 10.0 L4.5 7.5 / 10.0"14.5" 7.5" 10.0"
d 1/4"MILLENIUM MILlFAST 43 16.0"18.0"11.0`'13.5"16.0 16.0`'13.0" 6.5" 9.5" 16.0"13.0"
WITH 1-3/4"EMBED(3275psi-_53_16.0 16.0" 8.0" 11.0"16.0"16.97 9.0" 5.0" 7S" 16.0"10.5" 5.5" S.- 7.5" ANCHOR NOTES: W 3
K� o
MIN CONCRETE) 62 16.9'11.5" 6.0`' 9.0" 16.0"13.5' 7.0" 4.0 6.5" 11.0"10.5" 5.5" 5.5" 1.5 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING y��
y Lu 10 16.9' 9.5" 5.5" 8.D" 16.0"11.5 5.5 /�• 5.5" 8.5" 10.5"_5.5' 5.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE
G Gt 100 10.5' S.5" ''" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" 10.5" 5.5"I'll �' S.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE I(Pg 1).
f) 1-1/4"MIN EDGE DISTANCE (''''� d
Z ANC ALL-POINTS EMBED& - - ' -� - --- -- ---- - --&- --- --- --- --.. --- 2. ENTER ANCHOR SCHEDULE BASED E. THE EXISTING STRUCTURE MATERIAL, 'r/z 5.
B ANCHOR W/7/8'EMBED 6 Cl c2 I 63 U CS Cl C2 C3 C4 a CI C2 C3 C4 cs ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR C 1 q
1/4-20 55 MACHINE SCREW 43 16.0"16.0" 8.5" 10.5 16.0"16.0"12_0" 5.5" T. 16.0`'12.5" 6.5" l, 5.0" 10.9' THAN L TO ORE EQUAL TO SHUTTER SPAN. SHUTTER AND SELECT SPAN GREATER \� 1J' L f�
(3000psi MIN CONC) 53_16.0 15.0" 6.5' 8 0 16.0 IS.F`8.5" 40 6.0`' 15 5 10.D" 5 0 4_0" 7.0" 4
62 16.0 11.0" 5.0' 7 0" 16.0"12 5' 6.5" 3 5 5.0" 10 0'10.0" 5 0" 4.0" LO" C'`•'• W O
3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. E 3
70 16.0" 9.0" 4.S' 6.0" 1fi.0"10.5" S.S.-
3.0" LO" 8.0" IO.D" 5.0" 4.0" 7.0" q''�E o g
100 10.0" 5.0" 10.0" 5.0" 4.0" 7.0" 10.0" 5.0" " 4.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,AS C-90 HOLLOW CONCRETE 1'giV
3'MIN EDGE DISTANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER g ru
w _ - _. ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE
1/4'ALL-POINT550L1D-SET ..__ _ -
ANCHOR W/7/8"EMBED 6 Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl CZ C3 C4 C5 CONNECTION TYPE.CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF
t/4-20 SS MACHINE SCREW 43 Ifi.01,16.0"18.9'16.0"16.0"16.0 16.0"11.5' 16.0" Q
R (3000psi 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.S' 5.5 9.5 12.0" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE S
b .. _.. ._ __ __. __..___. -
62 16.0"16.010.5'16.0"i8.9'16.0"11.0" 7.0" 11.0"16.0"16.0" 8.S 5.5" 9.5' 12.9' ONLY.
i� 76 16.0"IS.O" 9.0" 14.0"16.0"116.0"19.0- 6.9' 10.0"113.0"116.0-18.5- 5.5" 9.5" 12.0" 6. THE CONTRACTOR 15 RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
100 16.0" 8.5"I 5.S" 9.5" 12.0"16.0" 8.5"r5.5" 9.5"112.0-116.0"16.5" 5.5 9.5 12.D IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT
C+ 2.5/8'MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
1/4'POWERS SS DROP-IN - - - - FINISHES.
s W/1/4-20 SS BOLT AND Cl C2 C3 CA CS Cl CZ C3 C4 CS Cl C2 C3 C4 C5 kI��i i-
V EMBED(30DOpsl MIN _43 16.0"16:0 14_9'16.0"16.0"116.0-114.0'. B.0" 12.5 16.0 14.0" 7.5" 5.0" B.0" 11.5" 7. WHERE
FIELD VERIFY THAT(FASTENERS ARE FRAMING,
INTO ,WOOD
QUAFRAMING WOOD F CONDITIONS
44 CONIC) 53 16.0 16.0 9_5" 14.0 16.0"16_0" 9.5 6.0 10.0"16_0"11.5" 6_0" 4.0" 7.0" 8.0" MEMBERS NOT PLYWOOD.FASTENING 70 PLYWOOD AMING
IS ACCEPTABLE ONLY FOR
4 q,�_ 62 16.0"12.5" 7.5-112.0-116.0-14.5" 7.5" 5.0 9.5" 11_51,11_5" 6.0" 4_0" _7.0" 8.0" SIDE CLO§URE PIECES.
f .*=-j 70 16.d'10.0" 6.5"110.5"116.0-112.0"16.0" 4.0" 7.5" 9.0" 11.5" 6.0" 4.0" 7.0" 8.0"
d€p - S. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER ��ee
IDD 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" S.0" SHALL BE LOCATED IN CENTER OF NOMINAL 2"s 4'(MIN.)WOOD STUD.3/4' E )
t/4'POWERS SS DROP-IN 3-1/2"MIN EDGE DISTANCE _ G lA 66 p¢ p
EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMIN G SCREWS SHALL F
W/1/4-20 SS BOLT AND C3 C2 C3 C4 CS Cl C2 C3 C9 CS Cl CZ C3 U CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. s
m I"EMBED(3000p,1 MIN :43 16.0` 16.0"15.016.018.0` 16.91+_59.013.516.0i5.d7.55.0" 9.0" 12.0"CONC) 3 36.0`'16.0"IO.S15.016.5'16.0"10.0" 6.5" 10.5"16.0"12.9 6A" 4.0"_ L5" _B. 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS INBASE ANCHOR AND MAY HAVE ECFHER A PAN HEAD,TRUSS HEAD,OR WAFER2 18.0"13.0" 8.0 12.5 16.0` 15.0" 8.0" 5.0 9.0" 12.0"12.0" 6.0" 4.0" 7.5" 8.5" HEAD(SIDEWALK BOLT),U.O.N.l `-^"' 0 I6.0 .5,7.0 11.0 16.0"12.5" 6.5" 4.5" 8.0" 9.5" " 6.0" 4.0" 7.5" 8.5" /� DESIGNATES ANCHOR CONDIT10N5 WHICH ARE NOT ACCEPTABLE USES.
0 12.0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" )!
_ 2'MIN EDGE DISTANCE DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW,
s 12 SMS W/2"EYEWALL __.-..'--- -- i --C2 C
- - ' Cl
NUT O0.WASHER WINGNUT.
C1 C2 C3 C4 CS CI 3 C4 CS CC2 C3 U CS WRAOIRRtNELBiIVIWPE
ARMOR INSERT W/2"EMBED 43 16.0"16.0"11_S'14.0"16:0"16.0"16.0" 7.5' 10:0"16.0"16.9' 9.0" 4.5" 6.5" 13.S" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. is-2330
(2000ps1 MIN CONIC) -.53.16.9'116.0" 8:5' _1 0"16.0 16 0"11.5' S 5•' 8.0" 1co.,14.9' 7.0" 3.5" 5.5" 10.0 � _
62 16.0"15.0" 7.0" 9.5"16.9'16.0" 9.0" 4.571 6.5" 14.0"14.0" 7_0" 3.5" 5.5" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO Euw
2y DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL PAVE DEEDIDR70/1,
70 16.0"12.0" 6.0" 8.0 16.0"14.5 7.5 4.0 6.0 1.(S"14.0" 7-g 7.5" 5.5"10.0" CONCRETE SCREWS TO HOL�.OW BLOCK
100 l4.D" 7.0" 3.5" 5.@" 10.0 14.0 7.0" 3.5" 5.5 10.0"14.0" 7.0" 3.S' S.5" 10.0"
s12 SMS W/2.75'EYEWALL .13 16.0"16.0`'16.9'16.0 16.9 16.0"16.9 10.0"14.0"16.0"16:0" 16.0"
. .. .. ..-- -- Ci
ARMOR INSERT W/2.5' 53 16.0"16.0"_12.0"16.0 16.0 16.0 15.9' 7.5 11.0"16.0"16.0" 9.0" S.0" 8.0" 13.0' ._
EMBED(2000psi MIN CONIC) 62 16.0"16.0" 9.5" 16.0"11.5" 6.5" 9.5" 16.0"16.9'
.. ��1J/
70 16.0"16.0" B.0" 11.5 16.0 16.0" 9.5" 5.5" 8.5" 14_0"36.0" 9_0"-5.0"- 8.6" 13.0"
IL 9.0° 5.0" 8.0" 13.0"16.9' 9.0" 5.0" 8.0" 13.0"
FRANK L.BEN
_ NAROO,P.E.
ANCHOR SCHEDULE: CONCRETE (CONT. `,t 11111 IIF// .PFpo463,4
,� .... N
OCENRE {�
pe2-3/16 MIN EDGE DISTANCE 3.1/8"MIN EDGE DISTANCE
111.001.11_ --_ -_._...__._._ . _ �.• - -
r�
Sns Up To 6_-0" Span UD To 8'-3" Spans UD To 12'-0" S u TO 6=0" Spans UD To 8'-3" Soars Up To 12'-0" ll: No PEOD46549 � )
r LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE
S ANCHOR ( Cl C2 C3 C4 C5 C1 ( C2 C3 C4 I CS C1 Q I C3 C4 CS C3 C2 C3 C4 CS Cl C2 C3 I C4 I CS Cl Q C3 C4 CS -
5/l6'RW TAPCON%L WITH 43 16:0"16.0"16.0"16.0"16.0"16Ae 16:0112.0"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"131.5' 7.5" 12.0"16.0" _'O _ o fV
1-3/1'EMBED(2899ps1 MIN 53 16.0"16 0"14 0"16 0"16.0"16 U 14 5"I 9 0 14.0"16 0 16.0" 9- 6.0" 10 0"12.5 16.0" 14.5"16.0"16:0 18.0' 15.0 1 9 0 14.5"16.0"16.0"1 9.5" 8.0" 10.5"13.0" - -+
CONIC) 62 16 0"16.0"11.5"16 0 I6 0"16.0"11.5" 7.5" 12:0"16.0 160" 9 0 6 0 10.0"12.5"i6.0"16.0"S I.S'16.0 18.0"16.0 11.5' 7.5" 12.0 16 0 16 0"19 5" 6.0" 10.5"13.0' �O�'•• STATE OF e w m w a
1013.5"16.0" 9.0" 6.0" 10.0"12.5"16.0"18.0"130.0"15.0"18.0"ISAY'10.0" 6.5" 10.5"14.0"_16.0"1.9.5' 6:0" 10.5"13.0 (�` •.<ORIDI`..•' \ [Q tii�.. '"u
100 16.0 9.0" 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" 6.0 110.5"13.0"16.0" 9.5" 6.0" 10.5"13.0"16.0-t9.5- 6.0" 10.5"13.0"
5/16'ELCO ULTRACON WITH 43 16.0 16.0"16.0"16.0"16.0"16.0"16.0"13.5'16.0"16.0"16.0"12.0" 8.0" 13.5"16.0 16.0"116.0"16.0"16.0"16.0"16.0"16.0"15.0"16.0"16.0"16.0"13.0" 9.0" 15.0"16.0" 'ii,��NAL IE 1��` W w o =
1-3/4'EMBED(3500ps1 MIN 53 16.0 16.D"16.0"16.0 16.0 16.0 15.5 100 16.0 18.0 16.0 9.5 6.5 11.5 13.5"16.0"16.0 16;0"16.0"16.0"160"116.0"11-0"16.0 16.0"16.0"110.5" 7.5 12.5 15.0 z ww Ui u
CONIC) 62 16.0"116.0"i2.5"16.0"16.0"16 0' 12.0 8 0 14 0"16 0"16 0" 9 S' 6:S' 11 5"13 5 16.0"36.0"14.D"16 0"16.0 16 o.f 13.5" 9.0 15.0' 160' 16.0 i IO.S' 7.5" 12.5"15.0" � m A�,
¢w =
o 70 16.0"1.6,0"110.,S, 16.0"16.0"116.0-10 0" 7:0- 12.0"11.5"16.T 9.5" 6.5" 11.5"13.5'16.0'(16.0"11.5 16.0"16.D"16.0".11.0''111.0" 7.5" 13.0"16.D"16.0"110.5" 7.5" 12.5' W W o L w
u 106 18.0" 9.S' 6.5" 11.5"1].5 16 0 9 5 6 5 11.5 13 5"16.0 9 5 6 5' 11 5 13.5 16.0"10.5" 7.5' 12.5"15.0 16.0 10.5" 7.5" 12.5' 15.0'16.0"10.5" 7.5 12.5"15.0" N O
1/4'304 55 POWERS TAPPER L 1/2 MIN EDGE DISTANCE 3"MIN EDGE D19TANCE u"�W
.. 1..111 ___ _. __
I 3
• 4"EMBED I Q C3 C4 CS C1 Q C3 d CS C1 I Q C3 C4 CS C1 C2 C3 C4 CS C1 Q C3 CA CS
W/1 3/ (3000p41 CI Q CJ C4 CS C
MIN CONC) 43 16.0"14.5" 6.5"1 8.5" 16.0"12.5' 7.0" 4.0" 6.0"112.5-17.0"1 3.5"V11111A 4.0" 5.5" 16.0"16.0 13.5 16.0 16.0 18.0 14.0 B.0" 12.0 16.0 14.5 7.5 4.5" 8.0 11.5 Lq W A
�4 ' 0011_ ...... f -__---._ +_..
53 14.0" 8.5 6.519.0" 9.0" 4.5" 3.0" 4.5" 9.06.D" 3.0" 3.0" 1.0" 16.0"16.0" 9.S" 13_S16.0"16.0" 9.5"18.09_5" 16.0"12.0" 6.0" 4.0" 6.S"18.5" 1L 4 0" 7 11. 04.55.08.012.0"12.0" .0" 4. 6.5" 8.5"
O
6.S' 5.5" 12.0" 7.0' 3.5" 4.0" 6.0" 6.0" 3.0" 3.0 16.0'13.0' .5 0 16. 1 75 __ 110_ 6__ 0' --T. -
3 5 4.5" 6.03.0" 30 �.0" 16.0IO S6_S10.016.0"12.5' 6.54.07.09.0" 12.0" 6.0" 4.0" 6.5" B.5"
70 9.55.0" 10.060" 3.0 ✓ _ _3.0" 4.0 6.11 3.0" / 3,0" 4.0 6.0 3-0" /"- 3.0" 1.0" 12.0".6.0 .4.0 6.5" 8.5" 12_0" 6.0"14.0" 6.5" B.S" 12.0" 6.0" 4.0" B.S. B.5"
1111.
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
I'MIN EDGE DISTANCE _ Up 6'
_ 2.1/2"MIN EDGE DISTANCE �N 1
- _. -.
G Spans To 6'-0" Spans UO To 8'-3" Spans up To 12'0" Spens To _D_' jRens UpTo 8=3" Spans Up To 12'-0"
Ci LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE L+ of
i ANCHOR (pd) Cl C2 C3 I C4 CS Cl C2 C3 C4 CS Cl C2 C3 U CS Cl Q C3 C4 CS Cl Q C3 I C4 I C5 Cl Q C3 C4 CS
1/4"RW TAPCON WITH 43 8.5'• 7.0"'% 3.5 8.5" 6.0 3.5 6.0 3.5" f 11.5"10.0" 5.0 6.5" 11.5" B.5" 4.5" 3.0" 4.5 B.5" 4.5 3.0" 4.0"
u ;
1-1/4"EMBED 53 7.0" 4,0" 7.0" 4.5" 9.5" 6.D" 3.5" 5.0= 9.5" 6_0" 4.0" ,
62 5.5- 3.0" I-6.0•• 3 5 / 8.0" 4.0" 4 5 8.0 5 0 3.0" 4 0 4.0';
70 I5"' ' ' S0 30 J J' ,• j-' J 6.5 35 35 6.5 10 ! i 30' 10'1 c �d
8 loo 'mo u ✓ % i,//% /. % i /�// / 4.0 . /.'/y�/J! +D. Li ;;���r-
1/4'ELCO ULTRACON WITH 43_13:0"10 5" 2% 6.5' 13.0 9.0 9 0 %•! 13A"10 5 4 5 16 0 13.03.0" 4.0" 9.0" 5.0" 4.1" \ - • 5 p
1-1/4'EMBED 53 10.5" 6.5" 10.5" 6.5" 6.5"' 10.5' 6.5" 3.5 15.0 10.5 6.5" 3.5" 3.5" 6.S' 4.0" r 3.0" E ;
$ 62 0.5" - 9.0" •/% ''� 8.5 45 4.0" 9.0" 5.0" 4.0" 4.0' !% 3.o" o
s ;
70 7.0" 'i ^% 7.5 :' ;.- r' / %'/ 7.0"1 3.5" 3.5 7.5" 4.5" •% 3.0" 1.0" •;�/' 3.0" g
" 100 3.0 4.0"* 3.0" 4.0" 3.0 au
a
xyy I/4'MILLENIUM MILLFAST 4..311 12.5"10 5 4.0" 5.0" 12.5" 9.0" 5.0 9.0 5.0" % 4.0" 13:5 11 5' S.5" 7.5" 13.5 SO 0"
R m ANCHOR W/1-1/a"EMBED 53 30.0" 6.0' 4.0" 10.0" 6 5 SJ 6.0" 4.0 4 11.0 6.5 4.0 5_5'_11._0' 7.0" '' 4.0"
-B.F 5.0w 4 0 4 O // 9-0" S.D" 5.6- 9.5'
70 6 5' '/ !.5
RN Z 100 4.0" 4.0 .✓i 4.0' r 4.5" •i .r „/ 4.5' ,/�.
r :'. ' ,>
� 8 -1/4MIN EDGE DISTANCE 2'MIN EDGE DISTANCE
1/4'ALL-POINTS SOLID-SET - T
ANCHOR W/7/8'EMBED B -Cl Q C3 C9 CS C1 Q C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl Q C3 C4 CS Cl Q C3 - CS 0 n
ANCHOR
55 MACHINE SCREW 43 15.0"13 0" 5.0" 6.0" 3.0" 4.0" 11.011 6 0" 3.0" •r 5.0" 16.0"16.0" 8.5 10_0"16.0 16 0 10.5 5_0" 7.0" 16 0"11.0" S.5" 3.0 4 5 B 5" ff
53 lI 5' 7.5 3.5 45 125 80 40 35')80 50_' - ." 3.5" 16.01306.0 BO 160 110 75 40 55' 13.5 9.0 45" ' 40 65' a F�
62 100" S.5" 40" 105 65 3.0 / r- 50 50" ° 3.5" 16.0" 95"150 65 160 110 55" 30 45'• 90" 90' 45' 4065' g 9•E�
sl1a�] 70 8.5 4.5" � 3.5 9.0•' S.S. 'J 4.0 5.0 'i / 3_5" 14.5 80 40 60 15.5 95 45" 40': 70 90"145 4.0*_ 65' g9a y,�gdW d
._ ___ _ u ¢0
E 100 5.0" % 9.0
A 3'MIN EDGE DISTANCE 4'MIN EDGE DISTANCE
1-3/4 RW TAPCON XL WITH s�
�i >j I3 ii
1-3/4*EMBED Cl C2 C3 C4 CS Cl Q C3 C4 CS Cl Q C3 C4 i CS Cl Q C3 C4 I CS Cl Q C3 C4 CS Cl Q I C3 C4 CS
d 43 y' J '' r' r 16.0"16.0"19'012.0"116.0"44.0" 7.5" 5.0 8.5" 14 0" 8.0" 4 0 3.0" 5.5" 6 5" [' @
15.5" 9.5" 8.0 9.5" 15.5"10.0" 5.0" 6.5" 1 5 4.5" a�4
13A" 7.D" 4.5 8 0 13.0" 8.0" 4.0" 5.5" 6.5" 6.5" 4.5" a.s" i
70 J' / 'i / 10.5" 5.5" 4.0 i.0. 11.0" 6.5" 5.0" 5.0" 6.5" r 4.5"
1-9116- _ _ Fg
' r / •. '' : ' r 6.5" 3.0" 4.5" 4.5" 6.5" 4.5" 4.5' 6.5" r' /+ 4.5''4,5"
CE
CE
100 CI Q C3 C4 CS CI-T___NECDGE DC4TrNC5 C1�-Q C3 Cq l-CS C1 -C2 C3 64 CS CII/8'uN DG ANCS Cl Q C3--_-�- SR
5/16"ELCO ULTRACON WITH C4 CS
1-1/4'EMBED �y, GOMROIn fNFRL1B7WDp PE
43 12.0"10 0 12.0" 8.5" 76..0"�8.5" 11.0"16.0 15 0" 8.5" 7515.0" 8_5" 7 0
53 9.5" 60 95 60 r/ 6.0"r'-/ y N/16.0"tO.S"LL6.0" 8.5" 16.0' Il 0"- 60"_10.5_' 7.0" / r - 15-2339
62 8.0" 7.0" 7.0" -
f 1= 70 6.5" 12.0" 7 0 7.0" rFAGN puaD►noN�
Ioo rl%. %..moi /i.. 7.0 .%.%7.0" ! / . 7 0.. ; ✓ /,/i' -
ANCHOR NOTES:SEE SHEET O
9 FOR ANCHOR NOTES.
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK `�nKrFonae�n""P° re.
tt1t 11111/i„ s
2"MIN EDGE DISTANCE ; a�..•�'_•
r moans Uo To 6--0" SpamUO To 8'-3" Spans Up To 12'-0"
LOAD �',• 11C V, ,_'
b CONN TYPE CONN TYPE CONN TYPE (�
_ ANCHOR (Psi C1 C2 1 C3 I C4 CS C1 C2 C3 C4 CS CI C2 C3 C4 CS =# No Pt0ali54 _-
It12SKS W/2"EYEWALL 43 16.0"16.0" 7.5"19.0" 16.0"15.5' a.5" 4.5' 6.5" 15.5' B.5"'4.5" 4.0" 7.0"
3 ARMOR INSERT W/1-1/4' _53 16.0"10.5" 5.0" 7.0" 16.0"11.0" J,3.5" 5.0" 11.0" 7.0" " S' " _oEMBED 62 140" 75" 40" 60" 145" 90" 15" ii 4.0" 7.0" 70" 3.5" „ 3,Y' 5-70 11.5" 6.0" 3.3" 5.5" 12.5" 7.5" 3.5" 3.5' S.5" 7.0" 3.5" 3.5" S.U" % ,�• STATE OF Wl"1 BL
100 7.0" 3.5" � 3.5" 5.0" 7.0" 3.5" ' 3.5" 5.0" 7.0" 3.5" 3.5" 5.0" !PS
(Psf) s.R.(OFIDs�•.•'. ��LL Pi,
ANCHOR SCHEDULE: WOOD (G=0.55) qtIEN 01
3/4'MIN EDGE DISTANCE rZ 1">U
b Spans Up To 6'-0" Spans Up To 8_-3" Spans Uo 70 12'-0" u 0'L"p u
3a LOAD CONN TYPE CONN TYPE CONN TYPE Z J
sG ANCHOR CI C2 C3 1 C4 CS Cl C2 C3 C4 CS Cl i C2 I C3 C4 C5 wlll��� ONW i
1/4"LAG SCREW WITH 1-3/4 43 16.0"16.0"11.5"12.5"16.0"16.0"16.0" 7.5" 9.0" 16.0'16.0"14,S" 4.5" 6.0" 16.0" x
MIN THREAD PENETRATION 53 16.0"16.0" a.5" _10.0"16.0"16.0"16.0" 6.0" 7.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0" ql W`x w
_62 16.0"16.0" 7.0" 8.5" 16.0"16.0"14.5' S.0" 6.0" 16.0"16.0"11.5" 4.0" 5.0" o W i.
�1AL411T:E• 70 16.0"16.0" 6.0" 7.5" 16.0"16.0"12.5" 4.0" 5.5" 16.0"16.0"IL.S' 4.0" 5.0" 16.0" 'D O
.� 100 16.0"11.5" 4.0",5.0" 16.0"16.0"I1.S' 4.0" 5.0" 16.0"16.0"11.5" 4.It
5.0" 16.0"
7/16'WOOD BUSHING WITH 43 16.0"16.0" a_0" 10.0"16.0"15.5" B.5"_1_.5' 7.0" 15.5" 8.5" 4_.5"
c 1.13"MIN EMBED B 1/4-20 53 16.0"10.5" 5.5" 8.0" 16.0"11.0" 6.0" 3.5""_-8.5" 11.0" 7.0" 3.5" 4.0" S.0" l`
l7 SS MACHINE SCREW 62_ 14.0" 8.0" 4.5"11_6_S' 14.5" 9.0" 4.5" 3.0" 4.5' 7.0" 7.0" 3.5" 4.0 5.0"
0 70 12.0" 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" ' /� 4.0" 5.5" 7.0" 3.5" 4.0" 5.0"
Ed
100 7.0" 3.5" '! 40 5.0 70 3.5 4.0 50 7.0" 35 40 50'
h 3 il4 SMS OR-0 14 WOOD 43 16.0"16.0'12 S 14 5"16.0 16.p-16.0" 8 , 10.0 16 L1 16.0 I l 5 f 5 0" 7 0 t6 0" '^ X
yy SCREW WITH 1-3/4"MIN 53 16.0"16.0" 9.0 11 5"16.0 160"15.0 6 0" 8.0 16 0"16.0 9 5 1 4.0" 5 5 13.0" W •�
THREAD PENETRATION -62_16.0"16A" 7.5"j 9.5" 16.0"16.0"11.5' S.0" 7.0'_16.0"16.0" 9.S" 4.0" S.5" 17.0" �•Y N��Q g,
70 16.0"16.0" 6.5"I li.-imi 16.0'16.0"10.0" 4.5" 6.0" 14.0"16.0" 9.5"T 4.0' 5.5' 13.0"
100 16.0" 9.5" 4.0"1 5.S"113.0-116.0- 9.5" 4.0" S.S' 13.0"116.0" 9.5" 4.0" 5.5" 13.0" o_IF
ANCHOR SCHEDULE: WOOD (G=0.42) 4=m<
3/4"MIN EDGE DISTANCE .
Spans Uo To 6'-0" Sparc Up-To 8'-3LOAD " Suns Up To 12'-0: ;T;
O°C ANCHOR CONN TYPE CONN TYPE 1 CONN TYPE E 3 g
C,ti Cl C2 C3 G4 CS Cl , C2 C3 C4 CS C1 C2 I C3 I G4 ! C5
1/4"LAG SCREW WITH 1.3/4 43 16.0"16,0"19.0" 10.0"15.0"16-01-116.0"1 5.5"1 7.0" 16.0"16.0" 9.5" 3.5" 4.5" 15.0" a
d
MIN THREAD PENETRATION ST ri16.0"16.0" 6.5" a.0" 16.0"16.0"12.S' 4.5" 5.5" 16.0"15.0" 7.5" 3.0" 4.0" 11.0" .N
n 62 16.0" 5_5" 6.5" 16.0"16.0" 9.5" 3.5" 5.0" 15.0"L5.0" 7_S' 3.0" 4.0"111_0" a
R e 1 70 13.5" 4.5 6 0 160 16 0 6.0 1 3 0 4.0 !1 5100 7 5" 3.0 4 0" 11.015 0" 7.5 3 0 14.0' Sl 0 15.0 S" 3.0" 11.0"#14 SMS OR 114 WOOD 43 mo- a.5- _ID S'16.11 16.0"12.5 55" 7.0 16 0"13.0 6 5" 3.S' S 0 10.5"SCREW W[TM 1-3/4'MIN 53 16.0" 6.5" 8.0" 16.0"16.0" 8.5" 4.0" 5.5" 16.0"10.5" 5.5" 2.5° 4.0" 7.5"
8 THREAD PENETRATION 62 11.5' 5.0" 7.0" 16.0"l3.0" 6.5" 3.5" 5.0" 10.5"10.5"15.5" 2.5" 4.0" 7.5"
70 5" 1.5" 6.11", 16.0"11.0" 5.5" 3.0" 9.0" 8.0" 10.5" 5.5" 2.5" 4.0" 7.5"100 S.S' 2.5" 4.0" 7.5" 111.5" 5.5" 2.5" 4.0" 7.5" 10.5' S.5" 2.5" 4.0" 7.5" $
ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK
4'MIN EDGE DISTANCE
��st�da
Spans UP._To E Spens Up 7o_8=3" Scans Uo To 12'•0" q
LOAD CONN TYPE CONN TYPE CONN TYPE
s ANCHOR (Ps() Cl C2 C3 I C4 J CS Cl 1 C2 I C3 I C4 I CS I C1 I C2 I C3 C4 GS 5/16"ITW TAPCON XL W/ 43 16.0"16.0"'16.0".A6.0"16.0"16.0"16.0"1S.0"16.0"16.0"16.0"115.0" 9.0" 14.0"116.0"2-1/4'MIN.EMBED S3_16.0"l6.0"16.0"�I6.0"16.0"16.0"16.0"11.0"18.0"16.0"16.0"12.0" 7.52.016.0'. hdl
Ate' 62 160 1601110 16.'141611' 160"150 V. 14.0 160 160"120 75-l2 �160S`fl'1ff
70 160 160 115 160"1160 160 125 80 125 160 160 120' 75' 12011601 �p
100 160 120 75 120"11fiD 160 120 75 l20"160 160 120' 75" 120"160 1111
1 x 5/16'ELCO ULTRACON W/ 43 16.0"16.0"10.5"14.0"16A"16.0"10.5' 6.5" 9.5" 16.0"11.0" 5.5" i 6.5"19.0'_
2-I/4'MIN.EMBED 53 16.0"'13.5 7.5"!11.0"116.0"14.0" 7.5" '�' 7.5" 13.5" 5"6. 0VV1 IORWKLa34V=PI
at 62 16.0",10.0":6.0-19.0-:l 6.0 11 0" 5.5 6.5" 9.0" 9.0" , 6 s' ��t 15-2339
WG, H 70 ISO, 8 0�i S.0 1 8 0 115.5 9 5 < 5.5". 7.0" 9.D" 6.5" _
9.97 55.. 6.5" 9.0" VAac oa/GlmoM,
t7 u 2'MIN EDGE DISTANCE -
C1_I C2. C3 C4-__CS_ CL C2_- C3 CA.. CS___C1_,C2. C3, C4, CS -
s12 SMS W/2"EYEWALL _43 16.0"16.0" 9.5" 11.5"16.0"16.0"14.0" 6.0" 6.0" 16.0"14.5" 7.5" 3.5" 5.5" 11.5"
ARMOR INSERT W/2�"EMBED_53 16.0"16.0" 7.0" 9.0" 16.0"16.0" 9.5" 4.S" 6.5" 16.0"11.5" 6.0"
IS
70 16.0"10.5" 5.0" 6.5" 16.0"12.5" 6.5''3:0" 4.5" 9.0" 11 S 6 0" 3'0"-4.5' P�5" �fII ,SII
T Jf - 9 FOR ANCHOR NOTES. Li I J
ANCHOR NOTES:SEE SHEET
100 11.5" 6.0" 3.0"1 4.5" 8.5" 11.5