HomeMy WebLinkAboutProduct Approval Business & Professional . - rulation
bBCIS Home - Ing In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search
pd
r
; Product Approval l USER:Public User
A'Dro.e.-ec:,i>product or Application Search>Application List>Application Detail
w FL# FL13757-R5
Application Type Revision
Code Version 2014
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
d 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 R5 COI Index 2.Dd
FL13757 R5 COI Index 3.0f
FL13757 R5 COI IndeD.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
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL13757 R5 Eauiv Eouiv 2.Ddf
FL13757 R5 Eouiv Eaulv 3.Ddf
1`1_1'757 R5 Eauiv EaUiV.Ddf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/21/2015
Date Validated 04/29/2015
Date Pending FBC Approval 05/06/2015
Date Approved 06/22/2015
Date Revised 08/09/2017
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 R5 II Dwa.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 FL 13757 R5 AE Eval.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 R5 II Dwa 2.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 R5 -E Eval 2.)d
span/pressure combinations and additional limitations of Created by Independent Third Party: Yes
use.
13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved up to missile level"E"
for use with essential facilities and wind zone 4 applications.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL13757 R5 H Dava 3.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, PL13757 R5 A.E Evai 3.odf
anchorage,etc. Created by Independent Third Party: Yes
Back Rext
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:ov�
Credit Card
Safe
pl i i
6 . 8 STREAMLINE SHUTTER *6 -.'
FOR USE WITHIN AND OUTSIDE THE HVI-17_GENERAL NOTES1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING
CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE AND THE
INTERNATIONAL BUILDING CODE IIBC)AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM UNLIMITED WIDTH = o• A �N �o
MEETS MISSILE LEVEL•D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. 4i
SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE '.
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE
_ TOP TRA(1((i�
REQUIREMENTS AS DETERMINED 1N 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. >O
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E3886/E1996/E330. a z a
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 Z t(Dw l
SAFETY FACTOR. o g'z
S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND r PLAN v1Ew Lu w 3 S
ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL
CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. N 0r 5 3 J
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND o tu
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. o w
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE n o o
`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
SHALL BE USED. z
B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC
SITE. x
9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL f d
s ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME
$$ PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER Ofe 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. � TM 510. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE QaCONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. f�►v Zm Q d
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVALlill
WHEN THE
S. HURRICANE PROTECTION C, , Q
12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING. BorrDM TC
OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGINED,DATED AND TRACK F3 r
SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE
DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE ;
13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS c g
INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION A g�
FORT LAUDERDALE FL i SHUTTER ELEVATION
MISSILE LEVEL D-ASTM E1886,E1996&E330
TAS 201,202 111203
FLORIDA BUILDING CODE APPROVED TABLE 2• 1 N.T.S. exir:I<iuReLEv
14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25
K.S.I.
15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS
t 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 _ k' a a E
16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR }
BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES a $ y'
11
17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SHUTTER s3
18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS
.
19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. 5 30 ABOVE >30 ABOVE 5 30'ABOVE >30'ABOVE �} £
5 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE Q d_& g
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" 244 1-6/8" 1 2-318" 1-518"
991• 3-112" 1-718' 3-518"
TABLE 1: 120" 4-1/8" 2• 4-1W' z .
TABLE 1 NOTES:
1. DESIGN PRESSURES SHOWN IN'ACCORDION 144" 4.718" 2" b" 2•
ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE TABLE 2 NOTES:
SMAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA.
SPAN SCHEDULE AT EACH RESPECTIVE SHUTTER SPAN. 2. PM&IgZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND 13ROWARD COUNTY COP/gIOKIfRMIXLl3PE
POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER TT0RT67C- 15-239
39
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 EG1�'
t DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PAGE R1551UPTION:
PL1 LFl SPAN SHALL BE USED. 4, INSTALLATIONS IN WIND ZONES l THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30•SHALL
g - 72" 10B 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 3D'ABOVE GRADE,AND 1-5/8"WHEN>30'
ai ' ABOVE GRADE.
99
u 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE
70 70 o�
INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. -JI
120" 53 53 1 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM '1ul
144" 43 40 E1996.09.
.EpNI AENNARDO,P.E.
PROJECTION VARIES
4.874"MAX.2.874"
0.115' k'
. . a= .
0.0801,
00.062" 0. 2450" '
0 0.125" 0.06" rI
0 1.708" 0.100" rrnn
N 1.708' 0.100" ^� --J- �_ .080" 0.063"
0.195" 'Q
0.070" n 0.060" `rvy 7'
1 0.195" 0.096" L 0.060' o _T 2.820
0. 25' 0.630" 0.062" 1.908" 0 S a
t 0.062" v t 0.062" ^� __1_ 0.630' 1.993"� i
0.630" L 0.096"
0.630" 0.143
y"7 069"-10.971" I F0.971" 0.143' 7h7 Ptl+a
-y--ILI� 0 60" 1. 70"-f 0.630'
0.200" L 0.06 •y >U W
0.062' I I 0.062" 0.200" 0.630" uj
0.06 0.062' fjl Q U, d
x1.069'"1 -�--1- IJ
1.069' II II l Z =� Z
5.745'MAX. SUPPORT LEG OPTIONAL } '-I 0.062" 1.069"-I 1 0.062" D.200" W 3 3 u
1.069' WWW
5.745"MAX. N m g 3
OWALL O BUILD OUT WALL O3 STREAMLINE CEILING TRACK 4O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL W bb
SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE <+O
WHERE SHOWN,SCREW 13OSSES
&FELT GROVES ARE OPTIONAL G
ON ALL EXTRUSIONS
ggg�, 0.874"F-
Q3Fa 5' - �n• �r -0.1051I 2.655"
0.875'
2.195" 0.510"
2.195' n 1.2ry30" Nf
8
o -1.229'
S0
2.655" O0.72.362" z
0.1054.84"
09" 31 n u O I -4.$10"
0.075" 075O . o
0.105" 450" m
gm�
r95RP�q`
0.994"1 0.044 j 3o g
$ -� --_ --_ 0.075"' 1 NOTE:TESTED THICKNESS OF a
0.781' 4.510" � 4" 3.506"� BARE METAL W/O PAINT IS 0.039"
O7 SILL gO SILL ADAPTER gO EXTENDED SILL 10 EXTENDED SILL ADAPTOR11 ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE j d
n SCALE:HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE SCALE:HALF S1ZE SCALE:HALF SIZE
SCALE:HALF S1ZE
R
0.477" 0 5100'
0.0800.590W.510-F
060.143" 708."40.143" 0.096" 0.341
y0.245' 2Jr5-1j
W¢-
,En
n yy
T 0.115" 0.080" 0.117" R@
4.753' to c J (p i
0.090.1
4.510' ry 0.096"
1-0.180" w I 0,080"
,o �R�� lP��
r3 �� F3 !
0.0 4" 0.227 0.682' 0.630" 0.060" 0.080" MWWfRNML0UW/DOPE
0 693^ 15-2339
NOTE:THICKNESS OF BARE 2.822" 1.625"-� 0.420" GALE, -
METAL W/O PAINT IS 0.039' PAGE DESCRIPTION,
15 6,8 STREAMLINE STACK 1g RADIUS CEILING HEADER/SILL 17 6.8 STARTER 1g WALL SILL CLIP 18b WALL SILL
SCALE,HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE
FIT
� L�
\\\\ cuoP6NP,�7j
1.950" UU�L�ryY �i��
-�F0. 0.610' STAINLESS STEELNYLON,4 0^ ALUMINUM
SHER OR
T ASSEMBLY rU'p 0.357" 0
0.320"0 HOLE .o oS0" 0.276" O,
z oI0 x 2-3/4"410 Hi S.S.
NYLON ia ° REW W/TC ULTRACOTE -�- 0.591"O.OBO' WHEEL 0120"o0.05 ATING 0P TOP&BOTTOM) N 0.062" 'S�"• o y '�<
1.100"-I F 0.240" --11-- BINTERIOR
NYLON
NG W/WASHER:
I TYP.AT EVERY OTHER 0.750" 7/16"0 x 1/21 @ Ni RIOR JOINT TOP .,OI 154"+-# �-0.137' 7j/7 1 1T'SJJ
T- S'MAX' INSIDE JOINT AT TOP. 0.870" 7/16"0 x 1"@ INTERIOR JOINT BOTTOM 7 I a �3
CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR l0
1g ANGLE HOUSING-ZINC DICAST,POWDER COATED >U LL bS
SCALE:HALF SIZE 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL P6 BOX CENTER INSERT
Q l7 0
SCALEi HALF S1ZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE:HALF SIZE SCALE:HALF SIZE aL.m 3 W b
OR KEY/THUMB TURN OPERATED INSIDE. mOJ E b
{0.250" 23 BRASS PUSH LOCK 111YYY 3
SCALE,HALF
SIZE ,
N0
L�
wGVNogy-u
ow0:
am
rn'l€
3QQ
^wz
RO.155" 2.125" w
RO.SOD" .0� 0.236" 0.286" 1.603"
0.500" 0.623" 1.710" 0.267"
0.790 0.090^ 0.319" 0.531" 0.531'
�0.064" 0.28 o
2.25d' 0.09 0.607"d 6 tD
0.250" 0 " 060In:"'
9" mn o 0.224" 0023 �2.0006 .240" o m
8 W e
RAINGUARD DECORATIVE FLOOR TRACK 3.476"
SCALE,HALF SIZE 0.722"-1 r00240
CALE:HALF SIZE 0160" 0.062 06"2" J<
0.176" a
30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER
SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE `_ p
J �
S
4t-0.062" Q c 3
1 <�
5 5.500'z 13/16"WIDE "0.400"
5 7/16"0 STAINLESS
tA L" q
STEEL NUT
'•�O�b
„ n 0.125" 0 " 0.438"
CD R n W
0.188' 5/16-18x1 MACHINE SCREW
H n TYP. STAINLESS STEEL n a
1- 5/16"0 INTERNAL �'
n 0.121"
1 0.689" POWDER COATED,ZINC DIE-CAST THREADAll
4.500" � SECTION A HEAD STYLE VARIES ^.^_. � a�
1.050"
DELTA MODEL 202z 36 T-LOCK ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW �, e Q -
g; INDUSTRIAL SYSTEMS (OPTIONAL) SCALE:FULL SIZE SCALE:FULL SIZE 0.754" 4O 40b 40c i
S 3S BOX LOCK SCALE:HALF SIZE `"' 'U 0.319 END STRIP 1" ,1
SCALE.HALF SIZE u
-z.000"� 2" & 3" EXT !
1.500- 'TI� 0.125" -1 i-0.Ie:,'SCALE, HALF SIZE 65y
`1 0.050" 0.093" I ? ;EEEE
¢ I 0.085" o !zZ K 3 i
5'
m S 0.12COF(F RFlWIK oti mO PE
0.093" '^
0.250° o 0.085" r 15-2339
E :V I I BCALE:
1 L 1 PAGE DESCRIPTION;
RIPTION;
7.000" 1
20 ALT. 1" END STRIP 21 1.5"x3"x0.093" ANGLE 2g 2"0"x0.125" ANGLE
„ 39 2X7 ANGLE SCALE:HALF SIZE SCALE.HALF SIZE SCALE,HALF SIZE
c SCALEi HALF SIZE
11 0
ANY ANCHOR PER ANCHOR EDGE DIST. ,,••_/ ��A9 �i�
SCHEDULE @ 10"O.C. EXISTING DIST. Onl1►iF:
GLAZING SEE END STRIP
SCHEDULEFOR
76 n SPAN WHEN USI
A .ANGLE EMBE Y�i u.l 1 1�
LEG D RECITON aS OR 408,406 ER o
EMBED. 17 3<~ (INTERIOR) II II x 2�F� 1/4" OR 6.8 STARTER A M e+,��
g 17 $ IC 17 __[MAX. WITH 21 OR 25. 19
v
MIN.0.062"THICK 6063-T6 ALUM. 21 23
ANGLE 1"x 1"MIN.TO 2"x 5"MAX.
EDGE 3U (ANGLE LEG MAY BE REVERSED) ,y o.
FASTEN ANGLE TO TRACK W/ 111
DIST. ((2 #10x1"SCREWS AT >U� €'4
ANY ANCH00.PE0.ANCHOR &NER,TOP&BOTTOM•AND f� Q�'L9 @ n
SCHEDULE®18.O.C. ATTACH TO 6.8 S7ARTEd W/ uj t m w E
13 13 13 #12 x 1/2"GALVANIZED OR L p
13 *12 x 1/2'GALVANIZED OR S.S.SMS, S.S.SMS 3/16'0 ALUM.POP .N.I 9 3
6.80"(TYP.) i 0 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET Ok 1/4-20 MACHINE W w
USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18'O.C. ALTERNATE END STRIP DETAIL BOLT&NUT @ 18"O.C. 3 r-.3
(EXTERIOR) 5/16-18 JkiUMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE In ANY TRACK W/ In w
INSERT 3 AT 1/3 SPAN TO 2/3 SPAN SCALES 3"-V-0" ,�w -
r FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. ."O
TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO 6 SPAN
€ SCALE,3"=V-0" I*HEIGHT. 1"8/0(2.7') 62,_ 08"
S ® 0 ' u^
82 94" �
USE 11)BRASS PUSH LOCK 80"
OR 11 5/16-10 THUMB LOCKING DETAILS FOR 2'B/O(8.7') 2 95" SEE END STRIP a
ISNSEZ W IS�pgIp�7 ATT'Ro/3ASPAN CENTER MATES ® 72 8B" SCHEDULE FOR MAX. w_ 9
B OOTT/OM OF 5�F{UT7MER SHOWN ON RANDOM 3„Bro(47,) B62
2 20,40a, EN USING
OR 40c,
d RECEIVING HOLE SHALL BE 30 DETAILS 78" WW Fa A o m
3/8"MAX WIDTH,UP TO 13 ® 2 74• i/4" OR 6.8 STARTER
1"HEIGHT. s WITH 21 OR 25. �.s•O n
30 ALT.1"BIO 62 1 0"_ Y AX.
(2.7') 1
95 O�m m
20 2 6 40 0 USE APPROPRIATE a
STARTER STRIP TO C
� 1.5'k3" 46 93"
4 20 PROVIDE CLOSURE
87" FOR rn w
13 -- - - x0.083" 3" BUILDING CONDITIONS. E 3
S RI q FASTEN STARTER STRIP a a g
a I u" TO TRACK W/(21 p10x7"
(INSIDE) SCREWS AT CORNER,TOP
X0.125" q 39' ALTERNATE END STRIP DETAIL + BOTTOM.
ANYR
3 �fe I s�+� 75 64 " SCALE,3"=l'-0" BOSSESACK W/SCREW
ry �� O 0 1161"
2!py,�
SILL "'g /� FOR GREATER SPANS OR LOADS THAN
w SHOWN IN END STRIP SCHEDULE,END y1 x
/7
In STRIPS REQUIRE A 1'xl'.090"CUP ANGLE
N AlIOSPAN USINGANYANCIIORONTHE EXISTING GLASS d A d
\ ANCHOR SCHEDULEx3/4'TEK -
O 2 V'�l SCREW OR 1/4-20130-1 TO END STRIP. R a
8 I US 11 BRASS PUSH LOCK 30 \J q a ILISUDR 11(11 Bp�1R5�A5875 PUSH
BLOCK (INSIDE) �£t a d a 0 ,
SC�EIIy16�D THREADED 30 13 ddz INSE)RTS 13'HDAT 1/3SPAN SILL
Ign INSERT 7 AT 1/3 SPAN E�g 70 2/3 AN FROM -
� TO 2/3 OF FROM (OUTSIDE) D. BOTTOM OF SHUTTER &g6
BOTTOM OF SHUTTER.
RECEIVING HOLE SHALL BE Ir
d 1 HEIGHMA WIDTH,UP T 14
TYPICAL OUTSIDE CORNER CLOSURE
oDETAILS WO/CORNER POST
- - -o5 3o a �"e
NTS 1330 OOPYP=FWML1ERLAFWP1.
13 31 15 13 (OUTSIDE) 15-2339
SILL USE Ill BOX LOCK AT 1/3 GCAL131 - -
SPAN TO 2/3 SPAN PROM PADEaascRlP7lon:
BOTTOM OF SHUTTER
TYPICAL INSIDE CORNER CLOSURE F °
CC2 DETAILS WO/CORNER POST `g MULTIPLE SHUTTER ASSEMBLY 99
NTS £ 4 SCALE:3"=1'-0" n
@ iC f�Iy
Cl
NNECTION TYPE
REFEORENCE ANCHOR EXISTING HOST
SCHEDULE FOR MAX. STRUCTURE _ •'� i1 �.�4 5
SPACIN 7' MAY
Cl CONNECTION TYPE 1/ 20 MACHINE BOLT � 1
REFERENCE ANCHOR 1/2" W/NUT Ob 12"O.C.OR =
SCHEDULE FOR MAX. ® 014 SMS LA 6"O.C.
1 SPACING 1/2"
� ITYP.TOP 8 BOTTOM) =.Q:,. TA
2 FASTENERS ALUM. TUBE
6063-76 ALLOY
EACH ANGLE SEE TARLE A FOR 512E. I VVI j('§5�(-R 6 OR/
Lij
1"x 2"x 1/B" I I ALTERNATE THRU BOLT p
(DOR
Z
OR 2"z 2"x 1/8" I/�' - UJ
O X 3
ALUM.ANGLE I! REFERENCE ANCHOR MN GLASS ��_ '�'�n1 5 U 918
THREE 3/16"8 ALUM. ° 13 I SCHEDULE FOR MAX. SEPARATION 13 w U Q LL w a
SPACING PER TABLE 2 F v m z
POP RIVETS OR �� >a z j n 0
THREE 012 SMS,TYP. ° 17 I I I oR DOOR
3/16"0 ALUM.POP I \ 11 X I- N y�
17 RIVET OR 012 SMS A(�` U E F W 0H
�
TABLE A(co) 18"O.C.ITYP.) tiL_ �iR \ I- w
I ) �'' _—_ Hq nl' _ 50 OR zj
PRESSURE VS ALLOWABLE LENGTH _
// // MAY USE MALE OR i w F� O v1 n
PSF 2Nokle, 3No B/08" FEMALE LOCK-SLAT 00 \ m
62 UO' IBB• 13 ALTERNATE THRU BOLT I 1/4"MAX.FROM PIN
C5 CONNECTION TYPE .
72 1N' 179" O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR ClC1 CONNECTION TYPE GUIDE R BUSHING Y
B2 119• 172, CC3 REFERENCE ANCHOR r - WASHER ITYP.I N(n
NTS SCHEDULE FOR MAX. SCHEDULE FOR MAX.
e 92 114' 169" SPACING 19 _59
102 110' 160" I =__J I 14x3/4"SMS 9"O.C.
120 109' 11r I// ANGLE TO TUBE CONNECTION �E v~i_ G m
•7
150 gT 131• TABLE B Icc11 EXISTING HOST EMBED. 6063�T6 A125
LUM.TUBE O�
200 or 119" PRESSURE VS ALL/OB8WABLE LENGTH//BB STRUCTURE 5 CONNECTION TYPE
PSE 21Vx1TH B/O WRHxig10 EDGE DISTANCE REFERENCE ANCHOR
SCHEDULE FOR MAX. E 2i
SPACING r
62 113' 166'
72 lOT 152' ASTENY (y0 10"O.C. Cb ALTERNATE BUILD OUT MOUNT SECTION o
(USE ANY ANCHOR SHOWN SCALE 3".1'- g
g 82 101' 19r IN ANCHOR SCHEDULE). 0"
+ 92 9S 139' O
}3 102 gp' 132"
L 120 83"
n
Ci 150 74" tog• o_
F 2 69• 99" F
2"x 2"x w u I-.�m
3/16 RIVET OR 012 SMS - O O
(0 18"O.C. OR 1/4-2 .090.6063-T6 n MN.GLASS 13 F M W. _
17 ALUM.TUBE TYP. PARATION X VI a ���
NUT 6 BOLT(TYP.). 2 v
3/16"0 ALUM.POP i PER TABLE �n pN, ^'I
ALUM. TUBE RIVET OR#12 SMS dd�, GLA55 2 X Ozm e�
18"O.C.(TYP.) OR DOOR Q 4 Q
F 6063-T8 ALLOY g 0 a F aq
SEE T(�g FOR SIZE. 2"x 5"x 1/B" o. L v1 hag
>3 a�0
2 FASTENERS x CONTINUOUS
EACH ANGLE ALUMINUM ANGLE lid
x.093"6063-T6 OPTIONAL ANGLE INSIDE 9
R ALUM.ANGLE.TYP. TLIREE 3/16"0 ALUM. - 3 1
FI ORIENTATION TYP. 6
o POP RIVETS OR 17 17
17 THREE 012 SMS,TYP.
0 0 1"x 2"x 1/0" 4 CONNECTION TYPE ' x
OR 2"x 2"x 1/6" yga qg
13 ALUM.ANGLE REFSCHERENCEDULE ANCHOROR
USE MALE OR FEMALE SPACING
LOCK-SLAT Fl
TRNKLBM#=P.E
EXISTING CONCRETE,
13 13 BLOCK OR WOOD FRAMING -2339
(OUTSIDE) EE INSIDE SILL MOUNT SECTION SCRIPTIONS
012 x 1/2"GALVANIZED SCALE.3".1'-0"
CC4 TYPICAL CORNER CLOSURE DETAILS OR S.S.SMS,3/16"0 ALUM. SIDE CLOSURE OPTIONS
NTS POP RIVET,OR 1/4-20 9�
,n MACHINE BOLT b NUT SCALE,3".T-0"
c - La 18"0.C.
NNN P.F.
C5 CONNECTION TYPE 16 �NNgq
REFERENCE ANCHOR EXISTING
o j
SPACING 5"
FOR MAX. STRUCTURE •0`, 1. � ",
o m Cl CONNECTION TYPE S"MAX. 1/4-20 MACHINE BOLT
GLASS a w"' GLASS a w W/NUT 12D.C.OR
OR DOOR w u w OR DOOR w w J REFERENCE ANCHOR 1 �.
I- >- w w p SCHEDULE FOR MAX. #14 SMS Lm 6"O.C. ;
0 W' SPACING1/2•. (TYP.TOP&BOTTOM) z
a• TM ;'
1 61 w Ix w GLASS 13 'A F u m /2"
MN X W yl J EPARATION z N a
1/4"-20 THRU BOLT W/ GLASS a m #14 x 1/2"SMS(dl 12"O.C. PER X z z l- w F i
LOCK NUT P 12"O.C.OR EPARATI E f w r OR 3/16"0 ALUM.POP TABLE 2 a w a N
12 x 1/2"SMS Lb 12"O.C.E.S. PER m f RIVETS 40 G"D.C. OR 1/4"0 E J N w O OR //JJj„1
OR 3/16"0 ALUM.POP TABLE2 wp ALUM.POP RIVETS(A 12"D.C. �L9W �1i 1�i1 xax
RIVETS(A 6"O.C. E.S. � J z F-w >U<�W
R 1/4"0 ALUM.POP RIVETS / 11 ul
AND 33 MR 0.ASS W F UI ¢W LL l7 d
12"O.C.E.S. ASSEMBLY 1/4"MAX.FROM PIN SEPARATION 13 F D p c m Z
/ 1/4"MAX.FROM PIN 1/2"TYP. IDE TO BUSHING PER TABLE 2 F- =w Z 9 w°
Q9 AND @0 GUIDE TO BUSHING WASHER(TYP,) p N u J .N+ E
ASSEMBLY - WASHER(TYP.) GLASS X Oz-c W NEY °
1/2"TYP. EXISTING CONCRETE, W 3 CONNECTION TYPE OR DOOR—� d
BLOCK OR WOOD FRAMING REFERENCE ANCHOR a 0a ow..
OGE SCHEDULE FOR MAX. E u p
W / 4 CONNECTION TYPE PIST. SPACING
REFERENCE ANCHOR
E / SCHEDULE FOR MAX.
G / DIST. SPACING AS SHOWN
3 CONNECTION TYPE IN DIAGRAM ON PG.9 w o 500 6 6 R
1(GJ REFERENCE ANCHOR EXISTING CONCRETE,
SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING %fff 2' 1/4"MAX.FROM PIN
SPACING.ALT.FASTENER Cl CONNECTION TYPE GUIDE R BUSHING
/ LOCATION.FRONT AND REFERENCE ANCHOR / WASHER(TYP.) W1' tl
MAX.FROM BACK ANCHORS NOT REO'D O INSIDE MOUNT SECTION
WITH THIS LOCATION SCHEDULE FOR MAX. 19
SCALE:3"=i'-0" SPACING 5 CONNECTION TYPE
PIN GUIDE TO �r
BUSHING WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR V)
A SCHEDULE FOR MAX. n ro p m
I (TYP.) SCALE 3"x 1'-0" EXISTING CONCRETE, SPACING o8 6
Z�
a / BLOCK OR WOOD FRAMI EMBED. _ &
BUILD OUT MOUNT SECTION c a
i EXISTING CONCRETE, SCALE.3"=1'-0" '0"E
—— TVP. BOTTOM
BLOCK OR WOOD FRAMING
8 6 �'S
m EXISTING g
NOTE:FOR DETAILS A,8,D,AND EON THIS SHEET. EDGE 157 4 CONNECTION TYPE EMBED. STRUCTURE =I
THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR 5 CONNECTION TYPE gJli
WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS W SCHEDULE FOR MAX. REFERENCE ANCHOR }•O
A MINIMUM OF TWO SETS OF ANCHORS AND IS A W SPACING SPACING
SCHEDULE FOR MAX.
`R MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK _ 37
OVER USED WITH
HT HE BASE TRACK MUSTGAPS BETWEEN SECTIONS E CONTINUOUS 3 16
1/2..Ix
p w L7 F-
N
F W O
GLASS w F J
N.
OR DDDR GLASS 13 Www w
W #12 x 1/2"SMS I 12" PARATI =J F W DD 999
WWF•-� O.C.OR 3/16"0 ALUM. PER N p yul m IIIA 13 ul L W
F.w]p POP RIVETS @1 6"O.C. TABLE 2 4 Fn z DOORS OR U MN.GLA N Z N m mag .
F_m z W z OR 1/4"0 ALUM.POP _ a
13 Dm i RIVETS(0 12-O.C. E pu N PER TA5LE 2 X z z F- pf y
y MN GLASS NF Zvm u aW .4 a+S) � 9
SEPARATION m o uF a E J n 5e
R 1/4-20 S.S.MACHINE P�TABLE 2 a W oa~ Q7 AND OB 1/4"MAX.FROM PIN am e�g
R EJ u ASSEMBLY 1/2" GUIDE TO BUSHING G ��
A SCREW L NUT(� uN 1/2" T P. WASHER(TYP.) ID
~ a d t
12"O.C. i/4"MAX.FROM PIN m 1/4"MAX.FROM PINil
2 OR DOOR X 4 CONNECTION TYPE w o 1/2" GUIDE TO BUSHING
9 GUIDE TOB S ING LEi Q WASHER(TYP.) �a S
iN i WASHER(TYP.) E E REFERENCE ANCHOR
I< 5 6 SCHEDULE FOR MAX. WPYrJGWfMWLK)KkROOPE.
�_ EXISTING CONCRETE, DIST.
SPACING AS SHOWN 2 CONNECTION TYPE
a E LOCK OR WOOD EXISTING CONCRETE, REFERENCE ANCHOR 15-2
4 CONNECTION TYPE W DIAGRAM ON PG.9 --
FRAMING BLOCK OR W000 FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. scAle,
OR SCHEDULE FOR MAX. SPACING PAGE DE9CRIPTIDNI
- "x 3"x 1/4"CONT. 3 CONNECTION TYPE #12 x 1/2"SMS 0 12" SPACING.ALT.FASTENER EXISTING CONCRETE, _
063-T6 AIUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. LOCATION.FRONT AND BLOCK OR WOOD FRAMING
MAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS 0116"O.C. BACK ANCHORS NOT REO'D
S SHOWN DASHED) SPACING OR 1/4"0 ALUM.POP WITH THIS LOCATION
OWALL MOUNT SECTION RIVETS P 12"D.C. O CEILING / INSIDE MOUNT SECTIONO WALL/BUILD OUT
D SCALE:3"=1'-0" SCALE,3"=V-0" SECTION
SCALE,3 V-0" 0
MN GLASS 1 111 MR/OU,P.E.
GLASS SEPARATION Z /4
OR DOOR PER TABLE 2 130 0 $IR
/i
q p u GLASS OR 1•,• •,II�7
F.u w DOOR
=W Q GLASS OR rr,�PARI
ASS • D•
17w a ,r DOOR TION%NBLE 2 �FN
¢=q "RGLASS ww q! '9• L
SEPARATION I-m w
t — Z PER TABLE 2 F- W 7
wVI=~ _ 14x
\ �N 2N[i r NNt-
moo= Fzow !!f�1 > �
�m 13 a JoZ 13 zo- U tawo$Z �
/2" u Cl CONNECTION TYPE JEW N w
-N - 1 1/4"MAX.FROM PIN GUIDE 2B u 0. REFERENCE ANCHOR Q
TO BUSHING WASHER(TYP.)
41 SCHEDULE FSPAC NG a NwL.,^3 m
TWO 1/4"0 WOOD 250 owm
LAG SCREWS LB 24" C4 CONNECTION TYPE ) .250" , wi0
O,C.MAX.WITH 2" REFERENCE ANCHOR •I
THREADED PENETRATION SCHEDULE FOR MAX. a
g "T"INTO CENTER OF 2X 57U05 / SPACING F B 8
EMB."T• 14 SMS @ MIDSPAN BETWEEN
m STUDS FOR TRACK TO 1"x 4" / EXISTING HOST STRUCTURE
PLYWOOD h TUBE CONNECTION
STUCCO FINIS 1•'x 4"x.125"
6063-T6 ALUM.TUBE P
O DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL W j
THIS DETAIL TO BE USED WHEN STUD SPACING SCALE 3"e T-0" SCALE 3"-1'-0"
a
d E%LEEDS THE MAX.ALLOWABLE ANCHOR SPACING. ~O-�O q
O WALL MOUNT SECTION THIS DETAIL MAY �1 "
ALSO BE USED O z m
SCALE:3"=1'-0" m"a
AT TOP �¢
c
� F_w
ACCORDION SHUTTER
PER PRODUCT APPROVAL Fo —GLASS
F I F o
MN GLASS OR DOOR F- 1
= SEPARATION
N 0 PER TABLE = II EXISTING WOOD(6=0.421
R APPLICABLE AT TOP Z m Z TRUSS OR RAFTER
N AND/OR BOTTOM < a a a (m 24"MAX.
Q 2"OR 3" N EXISTING FINISH
MATERIAL
1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/8"6063-T6
1/2"MIN. 5 Q6 TO BUSHING WASHER(TYP.) ALUM.ANGLE W/THREE I E S A �66•
2"x 3"x Ye"x CONTINUOUS OR 2.175" 1/4"TILE ITYPA 1/4"0 WOOD LAG w yDB
2"z 2"x Y."x CONTINUOUS 1" FINISH MATERIAL SCREWS WITH 2-3/4" ,q6`d
6061-T6 ALUMINUM ANGLE MINIMUM THREADED H
3/4"PLYWOOD PENETR."T"IN WOOD[d 5 6 £
0.9"MIN.THICK 6063-T6 ALUM TRACK X r —1/4'"0 A325 GRADE THRU BOLT(m 7"O.C. EACH RAFTER OF TRU55,
m ANGLE FASTENED TO FASTENED TO ANGLF.WITH 1/4-20 L �L OR 5/16"0 A325 GRADE THRU BOLT(�12"O.C. 24"O.C.MAX.WHERE
- � MACHINE SCREWS AT 3"FROM ENDS GALV.OR S.S. ANGLE EXTENDS BEYOND 1
EXISTING 3 KSI CONCRETE AND 9"O.C.FOR THE BALANCE LAST TRUSS MORE THAN6 �
HOST STRUCTURE WITH 1� �_ 1/4"0 ELCO ULTRACON TO CONCRETE/CMU 6•', EXTEND ANGLE TO W lJO
S
d y"0 ELCO ULTRACONS AT EXISTING CONCRETE MOST 5"O.C.W/1-1/4"MIN.EMB. q
2-1/2"MIN. STRUCTURE(3000 PSI MIN) NEXT TRUSS. w w
rrp,, 3"FROM ENDS AND 4"O.C. .ry OR 1/4"0 LAG SCREW 9"O.C.W/1-7/8" r-w'
p FOR BALANCE WITH 1)'j •1; MIN.EMB. IN WOOD 5G=0.42.TO 0.55. m A w m
°�. MIN EMBEDMENT AND ZYi MAX.DESIGN LOAD AT 5'-0"MAX SPAN: EXISTING CONCRETE, a 13 mg-z u m P
MIN EDGE DISTANCE, t 62 P.S.F. HOLLOW BLOCK OR •>w
tn L7 Q VI a COPlWGHffWM(LBE1NN100 PE
STAGGERED WITH 3"MIN. MAX.DESIGN LOAD AT 6'-0"MAX SPAN: WOOD FRAMING.SEE 2"x 5"x 1/8"CONT. X w a H 15-2339
SPACING,TYP. t 52 P.S.F. ANCHOR SCHED. `" ALUM.ANGLE(6063-T6) E Ou 4
BASED ON TYPE OF w N SCALE:
lia BUILDOUT MOUNT STRUCTURE SCALE:NTS IMAX.DESIGN LOAD:72 P.S.F.1 a PAGE oescwvl2oN:
F Hb PASS THRU DETAIL O TRUSS MOUNT SECTION
SCALE.3"-1'-0" K SCALE,3 V-0" -
EXISTING HOST ALT.LEG DIRECTION UIIIN yA00,P.E.
STRUCTURE 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN
EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM �Q y
EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY MIN FROM EDGE OF ACCORDION ROUND WINDOW 1/2' SPACING,AND 3"MINIMUM EDGE DISTANCE NrfZ• ',7
TOP OR BOTTOM AX (2)6063-T6 ALUMINUM 1
ANGLES PER BEAM END,SIZE No•
1 /2" PER SPAN TUBE SCHEDULE
EMBED. SPAN TUBE PERerk
- DESIGN SCHEDULE A 8�
ACCESS HOLE t P• 8
L0 1/4-20 MACHINE BOLT W/NUT p Q
FUGE OF ACCORDION Z zz �({{�ppygyq
SHUTI"ER BLADES E Q 12"O.0 OR#14 x 3/4"SMS 6"O.C.
TYPICAL m - 1/2"MAX.S b i7 Y R�11yNRa u
3"MIN 3 1 m IIi�l >u
c Y �
EDGE z x a U 4 d
2.875"0 HOLE(TO RECEIVE DISTANCE ut~ ggg Z LL
pp MIN.GLASS T9 a Z� ^ W 6 2
ROUND WINDOW ASSEMBLY) EXISTING ll SEPARATION O O 071 31 b
MAXIMUM OF 3 WINDOWS GLASS ORPER TAR[F wx V
PER EVERY OTHER BLADE DOOR x O u in K vP+3
nuvP
we
3"MINLIGHT-N-VIEW WINDOW f°w[`o EDGE
1/2"MAX
"^°�
8 N.T.S. EXTERIOR ELEV f 7 k _ DISTANCE 7-T
Z
X0- 1/4"MAX.FROM PIN GUIDE
00 l7 3 1
TO BUSHING WASHER TYP. m
° ACCESS HOLE
1/4-20 MACHINE BOLT W/NUT p
w 7-1 a 1/2" HOLE 12"O.0 OR#14 x 3/4"SMS 6"O.C. N Y
2.875"0(TOLE TO SPAN TUBE PER w.6
RECEIVE ROUND EMBED. DESIGN SCHEDULE 0:
e WINDOW ASSEMBLY i 1/2+ (2)6063-T6 ALUMINUM �a a
- PAX' ANGLES PER BEAM END,SIZE m °m
PER SPAN TUBE SCHEDULE
EXISTING OST 1/4.0 THRU BOLTS SEE BEAM
f STRUCTURE SCHEDULE FOR REQUIRED NUMBERS
f 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN m E
B EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM
SPACING,AND 3-MINIMUM EDGE DISTARCE L-t/ iJ°w
$ 0.072' 0.032° { MAX.DESIGN LOAD=t 72 PSF a o g
III s SPAN TUBE SECTION
g¢° 0.196" / / \ 8 N.T.S. - VERT SECTION O t
SPAN TUBE SCHEDULE �
\ ALLOWABLE TUBE NUMBEROF NUMBER OF MINIMUMANGLE
d / 1
TIME SHUTTER SPAN THRU-BOLTS AN ANGLE
LENGTH
ROUND 817.E SPAN - - -- y
WINDOW TOP BOTTOM TOP 001TOM TOP BOTTOM TOP BOTTOM Alf
1m B
1 �rASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE
2" a 333� Fpp
Or 129.6+ 195. 2 2 2 9 4" 7" q Y�S�
\ / 0125 8"or ..101.7- 106. 2 2 3 ... 9 r 7" ¢>.!
123' 94.4" 2 2 3 J T T
or 120.1' 167.0" -_-2 2 2 2 r 7"
5 0.126' %• 114.8+ 124.1" 2 2 6 3 r r U € e
123• 102 r 109.0 2 2 4 4 W' 10" iF 25
60^ 1380 168.7' 2 2 s 3 __7"_ _ r 6 h
1-f 0.188" I 2NIN 76' 122.1- 155.T 2 2 3 4 7' 10' G ���
02.875• 03.250" I 0.126• 123• 116.4' 137.6" 2 3 4 B to' 1Y ° @ 1
B \ ) 2'xiOY 1" 169.7- 240.0" 2 2 3 4 T" 10" �
/ 0.1676' 140.6 226.8" 2 s 4 0 1T 1M ty a, Q
a
29 LIGHT-N-VIEW WINDOW \\ // 123" 132.7 203.1^ 3 4 5 7 13 COPYRMff IR6B(L BBWRDD PF.
N.T.S. SABIC PLASTICS SLX1431T-UL-94HB _ SPAN TUBE SCHEDULE NOTES:
USE x3 xl 4 'x x 4•ANGLES FOR 2'x5'&2'X6'BEAMS. 15-2339
2. USE 2"x5"xl/4"ANGLES FOR 2"x8"&2"x10"BEAMS. SGLe1
3. USE BEAM SCHEDULE FOR DETAIL 3/8, vnae oescwvn0n•
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 S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND
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 UM OF THE SPANS
N.T.S. EXTERIOR ELEV ABOVE AlD BELOW THE BEAM.
8 6. LAP BEAMS ARE NOT ALLOWED. no
7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. O
YPE
ANCHOR SCHEDULE: CONCRETE
A9 o
2.5"MIN EDGE DISTANCE . GIl 'OO r
G Soans Uo Sows Up To 8'-3" Spam Vo To 12'-0" / J
oANCHOR �% CONN TYPE CONN TYPE CONN TYPE *7
Cl C2 C3 I C4 CS Cl C2 I C3 C4 CS Cl C2 I C3 I C4 CS
1/4"ITW TAPCON OR ELCO 43 16.01'16.0"15.0"16.0"16.016.0"16.0" 9.0' 13.0^16.0"16.0' 9.5" 5.5' 8.5" 14.5•
ULTRACON WITH 1-3/4' 53_TIL-0-16.0"10.5" l4_5"16.0"16.0"12.0" 7.0" 10.5"16.0"1S.0" 7.5" 4.5" 7.5" 10.5" �'.• A q ry
EMBED(3192ps1 MIN CONIC) 61 16.01'16.0" B.S" 12.5"16.01'16.01' 9_S'• S.5" 8.5" 15.0"I5.0" 7.5" 4.5" 7.5" 10.5' Q� v
70_IGD"_13.0" 7.0" 11.0"16_01'15.5" 8.0" 5.0" 7.5" 11.5"15.0" 7.S' 4.5" 7.5" 10.5' 7 / B COMBINATION
-� 100 BEY. 7.5" 4.5" 7.S' 10.5"15.0" 7.5" 4.5" 7.5" 10.5"15.0" 7.5" 4.5" 7.5" ID.S" 2 x 5 TYP 9 / 10 COMBINATION
1/4"MILLENIUM MILLFAST 43 16.0'16.0"15.0"16.0"16.0"16.0"16.0" 9.0" 13.5" 16.0"16.0" 8.5" 5.5" 9.01' 13.S- �7/ / w 0
WITH 1-3/4'EMBED(3275pS1 33 16.("16.0"11.0"15.0"18.0"16.0"11.0" 7.0" 10.5"16.0"13.5" 7A" 4.5" 7.5" 9.5" O 0. ,
MIN CONCRETE) 62 16.0'15.0" 8.5" 13.0" 16.0" 16.0" 8.5" 5.5• 9.0" 13.S'13.5" 7.0" 4.5" 7.5" 9.5" j L=j
70 16.0'12.0" 7.0" L1.0"116.0"14.0" 7.0" 4.5' 8.0" 10.5"13.5" 7.0" 4.5" 7.5" 9.5" Q l7
100 13.5" 7.0^ 4.5" 7.5• 9.5" 13.5" 7.0" 4.5' 7.5" 9.5" 13.5' 7.01' 4.5' 7.5" 9.5" Al Z`o
W
1/4"ELCO CRETEFLEX SS4 43 16.0'16.0"16.0"16.0"16.0'16.0"16A"13.5'16.0'16.0"16.0'12.5" 8.0" 13.0^16.0" N L3
W/2'EMBED(3350p11 MIN SJ 16.0'36.0"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" 1 x 5 YP. 2 x 5 i P. W .. 3 6 m
w 3
CONC) 62 16.0"16.0"12.5"16.0"16.01'16.0"12.5" 8.0" 13.0"16.0"16.0"10.0" 6.5" 11.0"14.0' N 3 J
jps 70 16.0"16.0"10.5"16.0"16.0'16.0"10.5" 7.d' 11.5"15.0'16.0" 1.0.0" 6.5' 11.0"14.0^ 0 W m x
100 16.0"10.0' 6.5'111.0-114.0r'16.0"110.0"1 CS' 11.0"14A"16.0"I0.0" 6.S' 11.0"14.0" -• I
H��
1"MIN EDGE DISTANCE NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING. `
CI C2 I C3 C4 CS Cl Cz I C3 C4 CS Cl C2 C3 C4 CS SPACING DIAGRAM FOR C2 do C4 CONNECTION TYPE:
1/4"ITW TAPCON OR ELCO 43 16.d'16.0" 7.5" 6.0" 16.01'16.0'16.0" 5.51 16.0"16.0" 9.0" 3.0" 4.0" 14.0" - C2 CONNECTION TYPE USING PIECE
WITH OUTSIDE
ULTRACON WITH f-3/4' 53 16.01'16.0` S.5" 6.5" 16.d'16.0'12.0" 4.5" 16.0"14.5" 7.5" 10.0" ANCHORS ONLY I:
m EMBED(3192pSI MIN CONIC) 62 16_0'15.5` t.W' 5.5" 16.01'16.0" 9.0" 4.0" 14.5"14.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE®WITH ^•
70_16.0"1.2:5` 4.0" 5.0" 16.01'15.0' 7.5" 11.0'14.5" 7.5" L0.0"
OUTSIDE ANCHORS ONLY
100 U.4' 7.54 y����� 10.0'14.5" 7.5" j�j 10.0"14.5" 7.5" 10.0" In I4 1
$$ 1/4"MILLENIUM MRLFAST -_43_I6.0'16.0'11:0"13.5"16:0.16_0"13.0" 6.5" 9.5" 16.("13.0" 7.0" 4.0" 6.5" 10.5" W?9
WITH 1-3/4"EMBED(3275ps1 53 16.0"16.0' 6.0" I1.0"16.0"16.0" 9.0" 5.0" 7.5" 16.0"10.5" 5.5" 5.5" 7.5" ANCIIOR NOTES: 0!
6 MIN CONCRETE) 62 16.0"11.5' 6A" 9.0" 16.0"13.5" 7.0" 4.0' 6.5" 11.0'10.5" 5.5" 5.5" 7.5" p�
1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING y 0
70 16.0" 9.5" 5.5" 0.0" 16.0"11.5" 5.5" 5.5' 8.5" 10.5" 5.5" 5.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE
100 10.5' S.S., 5.5" 7S" 10.5" 5.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5"
LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). p v aC
Z U4"ALL POINTS SOLID-SET 1.1/4'MIN EDGE DISTANCE
- 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, m
s 8 ANCHOR W/7/6"EMBED a Cl C2 C3 C4 CS Cl ClLC3 C4 CS C1 C2 C3 C4 C5 ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR -e =
1/4-20 SS MACHINE SCREW 13 16.01'16.0" 8.5" 10.5"16.01'16.0"12.0" 7.5' 16.0"12.5" 6.5' 3.0" 5.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATEROTHAN OR EQUAL TO SHUTTER SPAN.(300opsl MIN CONC) 53 16.W 15.0' G5" 8.0" 16.0"16.0' 8.5" 5.0' 155'10.0" 5.0' 4.0" 7.0"62 16.01'11A" 5.0" 7 0" 16.0'12.5' 6.5" 5.0" 10.0"10.0" 5.0'• 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENi[FICATION OF CONNECTION TYPE. .E370 16.0" 9.0" 4.5" 6.0" 16.01'105" 5.5" 4.0" 8.0" 10.0^ 5.0" 4.0" 7.0"100 10.01' S.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0" 10.0' S.0" 4.0" 7 0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C•90 HOLLOW CONCRETE-
3"MIN EDGE DISTANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER a
m
1/4"ALL-POINTS SOLID-SET -_ .._.._ ANCHOR TYPE.BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE
ANCHOR W/7/8'EMBED 8 Cl C2 C3 L12
CI C2 C3 C4 CS Cl C2 C3 C4 CS CCONNECTION ONNECTION 7TYYPE,SEE CONNECTION DETAILS FOR IDENTIFICATION OF
1/4-20 SS MACHINE SCREW 43 16.0"16.0'16.0" 16.0"36.0"11.5"16.0"16.0'16.0 11.0" 7.0" 11.0'16.0"
(3000ps1 MIN CONC) 53 16.0"16.0"13.5" 16.0"14.0" 8.5" 13.5.16.0"16.0" 8.5^ SS" 9.5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE
62 16.0"16.0'10.5" 16.0-111.0"1 7.0" 11.0"16.0'16.0" 8.5' 5.5" 9.5" 12.0"1ONLY.
.1-0 70 16.0"15.0" 9.0" 16.0" 9.0" G.0'• 10.0'13.0.16.0" 6.S• 5.5" 9.5•' 12.0^ 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
100 16.0" 8.5" S.S" 16.0" 8.5" 5.5" 9.5' 12.0"1fi.0" 8.5" 5.5" 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT
2.5/8'MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
1/4"POWERS SS DROP-INFINISHES. _
W/1/4-20 SS BOLT AND Cl C2 C3 C4 CS CI C2 C3 C4 CS Cl C2 C3 C4 CS
1"EMBED(3000ps1 MIN 43 16.0"16.0"14.0"16.0"16.0"16.0"14.0" 8.0" 12.5'16.0"14.0" 7.5" 5.0" 8.0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS
CONIC) 53 l6_0"18.0' 9.S" 19.0"16.0"16.0 9.5" 6.0" 10.01'16.0"ILS" 6.0' 4d-00
7.0" B.0'• VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING
$ MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR -4
62 16.0"12.5 7.5" 17.0"16.0 14.5" 7.5" 5.0 6.5" 11.5"11.5" 6.0" 47.0" 8.0" SIDE CLOSURE PIECES. k�s�gg
70 16.0"10.0' 6.S' 10.5'16.0'12.0" 6.0• 4.0" 1.5' 9.0" 11.5" 6.0"100 11.5" 6.0" 4.0" 7.0" 6.0" ." ." .0" 7.0" 8.0" 11.5" 6.0" 47.0" 8.0'• 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER €
3-1/2"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
Ct C2 C3 C4 CS CL C2 C3 C4 CS Cl C2 C3 C4 C5 HAVE PHILLIPS PAN HEAD OR HEX HEAD. 4 FFE
I'EMBED(3000ps1 MIN 43 16.0'16.0"15.0"16.0"16.0" 16.0"14.5" 9.0" 13.S"16.0"15,0" 7.5" 5.0" 9.0" 12.0" 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/)."ENGAGEMENT OF THREADS IN 6
A CONIC) 53 16.0"16.0"50.5"15.0"16.0"16.0"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 c4
62 16.0"13.0" G0' 12.5"1.6.0.15.0" B.0" 5.0" 9.0" IZ.O"12.0" 6.0" 4.0' 7.S" 8.5" HEAD(SIDEWALK BOLT),U.O.N. 6
70 16.0"IO.S" 7.0" 12.0"16.W'112.5-16.5" 4.5" 8.0" 9.5"112.0"16.0" 4.0" 7.5" B.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
" r
100 12.01' 6.0" 4.0" 7.5" 8.5"112.0-16.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" ® mP»UONI IPNIXL S
2'MIN EDGE DISTANCE ' DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW,
#12 SMS W/2"EYEWALL Cl C2 C3 C4 C5 CL C2 C3 C4 CS Cl C2 C3 C4 CS NUT OR WASHER WINGNUT. BEMtAJ PR
ARMOR INSERT W/2"EMBED 43 16.0'16.0"11.5"14.0"16.01.16.0"16.0" 7.5" IO.d'16.0'16.0" 9.0" 4.5' 6.5" 13_5" It. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15_2339
(2000p51 MIN CONIC) 53 16.0"16.0" 8.5" 11.0"16.0"16.0"11.5" 5.5" 8.0" 16.0"114.01117.0" 3.5" 5.5"10.0"
l2. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO Scale. -
62 16.0"15.0" 7.0" 9.5" 16.01.16.0" 9.0" 4.5" 6.5" 14.0.14.0" 7A" 3.5" 5.5" 10.0" DRILL INTO HOLLOW BLOCK NOR SHO LD IMPACT DRILLS BE USED TO INSTALL pA0!DEBCpipilON:
s 70 16.0"12.0" 6.0" 6.0" 16.0"14.5" 7.5" 4.0" 6.0' 10.5"11.0' 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" 3.5" 5.5" 10.0"
h
012 SMS W/2.75'EYEWALL 43 16.0"16.0"16.0"16.0'16.0"16.0"16.0"10.0"14.d'16.0"16.0"11.5" 6A" 9.5" 16.0"
ARMOR INSERT W/2.5- 53 16.0"16.0"12.0"16.01'16.0"16.0"15.0" 7.5" 11.01'16.0"16.0" 9.0 5.0" 8.0" 13.0" a9 9
EMBED(2000D51 MIN CONIC) _62 16.0_'16.0" 9_5' 17.5"16.0"16.0"11.5" 6.5" 9.5" 16.0"16.0" 9.0" 5.0" 8.0" 17.0' �1
70 16.0"16.0" 8.0' 11.5"16.0"16.0" 9.5" 5.5" 8.5' 14.0"116.0"19.0" 5.0" 8.0" 13.0" \C.`../JI
1.00 16.0" 9.0" 5.01' 8.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0"116.0"19.0" 5.0" 8.0" 13.0"
P.E.
ANCHOR SCHEDULE: CONCRETE (CONT.) 04
2-3/16"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE /2
Spans Up To 6'-0" Spans Up To 8'-3'• spans Uo To 31'-0" Spans UO To 6'-0" Spans Uo To 8'-3" Spans UO To 12'-0•'
G LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE * '
O ANCHOR (pst)
x Cl C2 C3 C4 CS CI C2 C3 C4 CS Cl C2 C3 C4 CS C1 C2 C3 C4 CS ClCI C
2 C3 C4 CS Cl C2 C3 CI CS
5/16"ITW ED(28 XL WITH
43 16.0"16.0"16.0'16.0"16.0"116.0"116.0-112.0-16.0"16.0"16.0"11.0" 70' 12.0"16.0"16.0"16.0"16.0"116.0-116.Q.-16.0"16.0"12.5"16.0"16.0"116.0"111.5" 7.5" 12.0"16.0" z #
1-3/4"EMBED(i699ps1 MIN 53 16.0"18.0 14.0"16.0'16.0 16.0"114.7-19.0" 14.0"16.0"16.0" 9.0" 6.0" 10.0'12.5"16.0"I6.0"14.5'16.0"16.0"16.0"15.0' 9.0" 14.5"16.0"16.0" 9.5" 6.0" 10.5'13.0" T w
CONC) 62 16.0"16.0"11.S•16.0"16.0 16.0 11.5 7.5" 12.0"16.0"16.0" 9.0" 6.0' 10.0"12.5"16.0"16.0"11.S•t6.0"16.0"16.0"119' 7.5 12.0^16.0"16.0'• 9.S•' 6.0' 10.5"13.0"
70 16.0"15.5" 93-115.0-16.0"16.0" 9.5" 6.0" 10.5'13.5'16.0" 9.0" 6.0' 10.0'12.5"16.0 16.0"10.0'15.0"16.0"16.0"30.0" 6.3" 10.5"14.0"16.0" 9.5" 6.0" 10.5'13.0" ��i7 'm 1^ss�2i
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" 6A" 10.5"13.0"16.0" 9.9" 6.0" 10.5"13.0"16.0" 9.5 6.0' 10.5 13.0" 7j7 11
5/16"ELCO ULTRACON WITH 43 16.0"16.0"16.d'16.0"16.0"16.0"16.0'13.5"16.0"16.0"16.0"12.0" 8.0' 13.5'16.0"16A"16A"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" OtLIJ}1�X�ui
1-3/4"EMBED(3500ps1 MIN 53 16.0"18.0"16.0 16.0"16.0"16.V115.5"10.0"16.0"16.0"16.0" 9.5" 6.5" 11.5"13.5'16.0'16.0"16.0'16.0"16.0"16.0"16.d'SL.O"16.0"16.0"16.0"10.5" 7.5" 12.5'35.0" �U�W€€
CONC) 62 16.0"16.0"12.5"16.0"16.0"16.0^12.0" a-0" 14.0"36.0"16.0" 9.5" 6.5 11.5"13.5"16.d'I6.0"14.d'I6.0'16,0"16.0"13.5' 9.0" L5.0"16.0"16.0"10.5" 7.5" 12.5'I5.0" UI a;6 W.
z 70 16.0"16.0"10.5 18.0"16.0 16.0"10.0" 7.0 12.0"14.5"16.0" 9.5" 6.5 11.5"13.5"16.0"16.0"11.3"18.0"16.0 16.0 11.0 7.S" LJ.O"16.0 16.0 10.5 7.S' 12.5 15.0 c m$W
0 100 16.01119.5" 6.5" SIS"13.5"16.0" 9.5" 6.5" 11.5"13.5 16.0" 9.5" 6.5 11.5"13.5"16.0"10.5" 7.5' 12.5"15.0'• 16.0"10.5" 7.5• 12.5'15.0" W �
1/4'304 SS POWERS TAPPER 1.1/2'MIN EDGE DISTANCE -_ 3"MIN EDGE DISTANCE
W/1-3/4"EMBED(3000psI Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS C1 C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS
MIN CONC) 43 16.0"14.5' 6.S' 16.0" 4.0" 6.0" 12.5" 7.0 3.S" 4.0 5.5 16.0"16.0"13.5"16.0 16.0 16.0 14.0 8.0 _12.0 16.0 14.5" 7.5 4.S' 8.0" 11.5' o W
53 14.0" 8.5 4.5" 6.5 14.0 9.0 4.5 3.0 4.5 9.0 6.0'1 3.0 11m3.0" 4.0" 16.0"16.0" 9.5' 13.5'16.0"16.0" 9.5" 6.0' 9.5' 16.0"12.0" 6.0" 4.0' 6.5" 8.5 a[1
62 11.3 6.3" 7.5" S.5" 12.0^ 7.0" 3.5 4.0 8.0 6.0 3.0 3.0" 4.0" 16.0"13.0" 7.5" 11.0"16.0"14.5 7.S" 5.0 B.0" 12.0 12.0 6.0 4.0' 6.5" 8.5"
" a
F 70 9.5" 5.0 3.0" 5.0^ 10.0'• 6.0 3.0 3.5 45 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" 4.0' 65" 8.5"
100 6.0" 3.0" 3.0" 4.0" 6.0" 3.0" 3.0" 4.0" 6,0" 3.0" 3.0" 4.0" 12.0" 6.0" 4.D" 6,S' B.S' 12.0' 6.0" 4.0" 6.S' 83" 12.0" 6.0" 4.0'
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
1"MIN EDGE DISTANCE 2-1/2'MIN EDGE DISTANCE 'n.�E
Spans Up To 6'-0" Spans Up To 8'•3" Spans Up To 12'-0" Soans U°To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" 0
LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE 11`
b = ANCHOR (pst) Cl C2 C3 CA C5 C1 C2 C3 C4 C5 CI C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS C1 CZ C3 C4 CS j
1/4'ITW TAPGON WITH 43 8.5" 7.0 3.5" 0.5" 6.0" 3.5" 6.0" J.5" 11.5"10.0 S.0" 6.5•' 11.5 B.5" 4.5" 3.0" 4.5• 0.5" 4.5" 3.0" 4.0" O m
70 4. --- -
1-1/4"EMBED 53 7.5 // % i✓�' 7.0" 4.5" 4.5" 9.5" 6.0" 3.5" 5.0" 9.5" 6.0" 3.0" 3.5' 6.0' 4.0" z °I r'
' .. 100 /0' /� / r/��6.0" 3.5 8.0" 4.0' 4.5" B.0' SA"VEN pJ
s 82 5. ,5.0" 3.0.. 6.5" 3.5" 3.5" 6.5" 4.0" 3.0 4.0 c U a
? I.1/4"EMBED 53 105/ 4.0"
a 1/4 ELCO ULTRACON WRIT 62 9.0"10.5 G.5" 13.0" 9.0" 9.0" 13.0 10.5 4.5 6.0 L3.0 9.0 5.0 3.0 4.0 9.0 5.0" 4.0" (�\�_-
{ 5" 6.5" 10.5" 6.5" 6.5" 10.5" 6.5" 3.5 5.0" 6. 3.5 J.5" 6.5" 4.0" 3.0" .3
S" 9.0" B5" 4.5 4.0" 9.0" 5.0" 4.0" 4.0" 3.0" o g
70 7.0" 7.5" 7.0" 3.5" 3.5" 7.5" 4.5". 3.0" 4.0" 3.0" y g
100 4.0" 3.0' 4.0"i3.0" 4.0" 3.0"
0 1/4"MILLENIUM MILLFAYr 43 12.5"10.5 4.0 5.0 12.5 9A" 5.0" 9.0" 5.0'• 4.0" 13.5'•11.5" 5.5 7.5" 13.5"10.0. S.5" 5.0" 10.0' S.S" 4.5" � 40
ANCHOR W/1-1/4"EMBED 53 10.0" 6.0" M1.0" 10.0" 6 5' 6.0 4.0 11.0" 6.5" 4.0 5.5" 11.0" 7.0 4.0 7.0" 4.5"
L62 8.0" 4.5" 8.5" 5.0'_ M1.0 9.0 9.0" 5.0" 5.0" 9.5' 5.5" 4.5" 4.5"
70 6.5 7.0 4.0" 4.0" 7.S' 4.0" 4.0" B.0' 4.5" 1.5"
F _z 100 4.0" 4.0 4.0 4.5" 4.5 4.5"
^ 8 1-1/4'MIN EDGE DISTANCE _ 2"MIN EDGE DISTANCE
3
1/4'ALL-POINTS SOUD-SET __Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 CI CS CS C2 C7 CA C5 C1 C2 C3 C4 C5
3 O ANCHOR W/7/8"EMBED 8 ' f 1°
g 1/a-20 ss MACHINE SCREW 43 15.0'13.0" 5.0" 6.0 15.0"11.0" 6.0" 3.0" 4.0" 11.0" 6.0 3.0 5.0 16.0"16.0" 8.5 10.0 16.0 16.0 10.5 5.0" 7.0': 16.0"11.0" 5.5" 3.0" 4.5' B.5" ,
' = 53 12.5" 7.5" 3.3 4.5 12.9" 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" S.9" 13.5'
62 10.0" 5.5" 4.0'• 10.5" 6.5" 3.0 5.0 S.0" 3.5 16.0" 9.5" 5.0" 6.5" 16.0"11.0' S.5" 3.0" 4.5" 9.0" 9.0"
70 8.5" 4.5 / 3.5" 9.0" 5.5" 4.0 5.0" 3.S' 14.5" 8.0" 4.0" 6.0" 13.5" 9.3" 4.5" 4.0" 7.0" 9.0" 4.5'•
P 100 5.0" - 3.5" 5.0" 3.5" 5.0", 3.S" 9.0' 4.5" 4.0" 6.5" 9.0" T. 9.0" 4.5"
55 5/16"ITW TAPCON XL WITH 3"MIN EDGE DISTANCE 4'MIN EDGE DISTANCE LAO
$ O
1-3/4'EMBED Cl CZ C3 C4 C5 Cl CZ C3 C9 C5 Cl CZ C3 C4 CS Cl C2 C3 C4 CS Cl G2 C3 C4 CS C1 C2 C3 C4 CS
u
43 16.0 16.0 9.0 12.0 16.0"14.0' 7.5" 5.0" B.5" 14.0' B.0'• 4.0" 3.0" 5-5" 6.5"
53 15.5 9.5 6.0 9.5 L5.5"10.0" 5.0 6.5" 10.0 6.5 4.5" 4.5" � � !
7,0" 4.5" B.0" 13.0" B.0" 4.0" 6.5 4.5" 4.5" a
7p 10.5" 5.5" 4.0" 7.0" 11.0" 6.5 Y 5.0 S.0" 6.5" 4.5" 4.5"
100 6.5" 3.0"r 4.5" 6.5" 4.5" 4.5" 6.5" 9.5" 4.5" pa1�
1-9/16"MIN EDGE DISTANCE 3-1/B'MIN EDGE DISTANCE k gel
iP
5/16"ELCO ULTRACON WITH C1 C2 C3 C4 CS CI Q [3 C4 CS Cl C2 C3 C4 CS Cl CZ C3 G1 C5 Cl CZ C3 C4 CS Cl C2 C3 C4 CS COPMGIR FRAM L BEN4*00 PE
1-1/4"EMBED 43 12.0"10.0 1i.0 8.5 8.5 16.0"16.0 8.5" 11.0"16.0'15.0" B.5" 7.5" 15.0" B.5" /7.0•' 15-2339
53 9.5'• 6.0" 9.5" 6.0" 6.0" 16.0 10.5 6.0" 8.5" 16.0"11.0" So. 10.5" 7.0"
62_ 8.0" 8 0" 14.0" 7.5" 7.0" 14.5" 8.5 7.0 7.0" SCALE: -
g PAGE DESCRIPTION;
100 7.0' 7.0" 1.0"
99
S ANCHOR NOTES:SEE SME
ET
FOR ANCHOR NOTES. O
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK No %DO,KE
_ 2-MIN EDGE DISTANCE
r LOAD Spans Uo 70 6'-0" Snans Uo To 8'-3" Spans Uo To 12'-0" ZS� •,lj�
S ppC� CONN TYPE CONN TYPE CONN TYPE
ANCHOR /
x 6i (Dsl) Cl C2 C3 C4 CS Cl I C2 C3 1 GI 1 CS Cl C2 C3 C9 I CS : ;
a 0.465
912 SMS W/2•EYEWALL 43 L6.0"16.0" 7.5" 9.0" L6.0"15.5' 8.5" 4.5" 6.5' 15.5" 8.5" 4.5" 4.0"
3 ARMOR INSERT W/1-1/4" 53 16.0"10.5" 5.0" 7.0" 16.0"ll.d' 6.0" 3.5" S.d' 11.0" 7.0" 3.5" 3.5 .0"
EMBED p�.�a. 62 14.0" 7.5" 4.0" 6.0" 14.5" 9.0' 4.5" 4.0" 7.0' 7.0" 3.5" 3,5 5.0" 1 7 �Q
I1.5' 3.5" 5.5' 1.0" 3.5" 3.5" 5.0"
100 7.d' 35" 3.5" 5.0" %.0" 7.5" 3.5" 5.0" 7.0" 3.5" 3.5" 5.0"
ANCHOR SCHEDULE: WOOD (G=0.55)
3/4'MIN EDGE DISTANCE ff�I1 ><V< W a
yF( Spans UO 70 6'-0' Scans Uo To 8'-3" Sows Uo To 12'-0" L/ t m LL Z.
G J LOAD CONN TYPECONN TYPE CONN TYPE
0
O pp�� ANCHOR W ti n W 6
i GI (Ps0 Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl CI C3 C4 CS
1/4"LAG SCREW WITH 1-3/4" 43 16.0"16.0"11.5"12.5"16.0"16.0"16.0" 7.5" 9.0" 16.0"16.0"14.5" 9.S' 6.0" 16.0" 3�-' J
MIN THREAD PENETRATION 53 16.0"16.0" B.5" 10.0'16.0"16.0"16.0" 6.0" 7.0" 16.0'16.0'II.S' 4.0" 5.0" 16.0' K m x
62 16.0"16.0" 7.0" 8.5" 16.0"16.0"14.5" 5.0" 6.0" 16.0'16.0"11.5" 4.0' 5.0" 16.0" ,W
_ 70 16.0"16.0' 6.0" 7.5 16.0'160 12.5" 4.0" 5.5" 16.0'16.0"11.5" 4.0" 5.0" 16.0"
100 16.0'ILE 4.0" S.d' 16.0"16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0" a
7/16"WOOD GUSHING 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"
R 1.13"MIN EMBEO 8 114-20 53 16.0"10.5" 5.5" 8.d' 16.0"11.0" 6.0" 3.5" 5.5" 11.0"17.0", 3.5" 4.0" 5.0"
r W SS MACHINE SCREW 62 19.0' 5.0" 4.5" 6.5" 14.5" 9.0" 4.5" 3.0" 4.5" 7.0" 7.0" 3.5" 4.0' 5.0" m
m
o ,L�non 70 12.0" 6.0" 3.5" S.S' 12.5" 7.5" 3.5" 4.0" 5.S' 7.0" 3.1' 4.0" 5.0"
11110000// 100 7,0" 3.5" 4.0' SW 7.0" 35 r111A 4.0" 5.0" 7.0" 3.S" 4.0" 5.0" ri
014 SMS OR 014 WOOD
6
43 16010.0
6.0"12.5"L4.5"16.0'16.0"16.0" 8.0" 10.0"16.0"16.0"11.5" 5..0" 7.0" 16.0' wrcN (r
SCREW WITH 1-3/4"MIN 53 16. '16.0" 9.0" 11.5"160 16.0" .0" 6.0" 8.0" 16.0"16.0" 9.5" 4.0" 5.5" 13.0"
THREAD PENETRATO62 16.0" 95". 0' 16.0"16.0"
.0"16.0"11.5" 5.0" 7. 95" 40" 5.5" 13.0"
9 4.0 6.S" 95"16.0"18.0"10.0" 4.5" 8.0" 14.0"16.0" 9. " .
o16.0QW70 16. 116
5.5"lb.d' 9.5' 1.0" 5.5" 13.0"116.0-19.5" 40 5.5' 13.0" 6.0" 9. pm
M
ANCHOR SCHEDULE: WOOD (6=0.42)
3/4'MIN EDGE DISTANCE nI E
d `p
Spans Up 70 6'-a' Spate Up To B'-3' Spans Up To 12'-0" ,i E {�
LOAD CONN TYPE CONN TYPE CONN TWE 3
x ANCHOR (PI) Cl C2 I C3 C4 I CS C1 C2 C3 C4 I CS Cl C2'j C3 I C4 I CS o
1/4"LAG SCREW WITH 1-3/4' 43 16.0'16.0" 9.0" 10.0"16.d'16.0"16.0" 5.5" 7.0" 16.0"16.0" 9.5' 3.5" 4.5" SS.O" g
MIN THREAD PENETRATION _S3_16.0'16.0' 6.5" 8.0" 16.0"16.0'12.5" 4.5" 5.5" 16.0"15.0" 7,S" 3.0" 4.0" 11..0" ig
4 R 62 16.0"16.0" 5.5" 6.5" 16.0'16.0" 9.5" 3.5" 5.0" 15.0"15.0" 7.5' 3.0" 4.0" 11.0" aS
a 70 16.0"13.5' 4.5" 6.0' 16.0"16.0" 8.0" 3.0" 4.0" 115"15.0" 7.5' 3.0" 4.0" 11.0'
a 100 15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7.5' 3.0" 4.0" 11.0'15.0" 7.5" 3.0" 4.0"
5' 11.0'
O 1`�►,1
014 SMS OR 914 WOOD 43 16.0"16.0' 8. 10.5"16.0 5
'16.0'12.5" 5." 7.0" 16.0'13.0" 6.S' 3S' S.0" 10.5'
8 SCREW WITH 1-3/4"MIN 53 16.0"16.0" 6.5" 8.0" 16.0"16.0" B.5" 4.0" 5.5" 16.0"10.5" 5.5" 2,5" 4.0" 7.5"
THREAD PENETRATION 62 16.0"I1.5" 5.0' 7.0" 16.a'13.0" G 5" 3.5' 5.0" 10.5"10.5" S.S' 2x 4.0" 7.5'
4,1,jjl pp10m 70 16.0" 9.5" 4.5' 6,0" 16.d'11.D 5.5 3.0 4.0 8.0"-10.5" 5.5" 2.5" 4,0" 7.5"
100 10.5" 5.5" 2.5" 4.0" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5" 10.5" 5.5" 25' 4.0" 7.5" r a
ANCHOR SCHEDULE: GROUT-FILLED_ CONCRETE BLOCK 9� Y'aa6
4"MIN EDGE DISTANCE
& G Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'
O pp -0"
o LOAD
ANCHOR CONN TYPE CONN TYPE CONN TYPE Y
r xx [g
2 G (� Cl C2 C3 C4 I CS I Cl 1 C2 1 C3 I C4 CS I Cl C2 C3 CA I CS b q
5/16"ITW TAPCON XL W/ 43 18,0"16.0" 16.0"16.0"16.0"16.0"16.0"15.0"16.0" 1§1E
16.0"16.0"15.0" 9.0" 14.0" fff000 0
2-1/4"MIN.EMBED 53 16.0"16.0" 16.0"16.0'16.0"16.0"16.0"11.0"116.0"116.0"16.0"t2.0" 7.5' 12.0"16.0"
«> 62 16.0'16.0" L4.0"16.0"16.0"16.0"15.0" 9.0" 14.0"16.0"16.0"11.0" 7.5" 12.0"16.0"
70 16.0" 01. d 16.0"12.5" " "166.0"12.0" 7.5• 12.0'16.0".0 12,0"160"5I00 17.d'16.0"16.0"12.0" 70160
$FA
5/16"ELCO ULTRACON W/ 93 16.0"16.0"10.T 19.0'16.0"16.0"10.5" 6.5" 9.5" 16.0'11.0" 5.5" 6.5" 9.0" a
S 2.1/4"MIN.EMBED 53 16.0"13.5" 7.S' 11.0'I6A"14.0" 7.5" 7.5" 13.5" 9.0" 6.5" COP000Nf FRNALB9pWWPE
m 62 16.0"10.0" 6.d' 9A" 16.0"11.0" S.5" 6.5" 9.0" 9.0" i/ Y�y 6.5.' 15-2339
70 15.0" 8.0" 5.0" 8.0' 15.5" 9.5" 5.5" 7.0" 9.0" 6.5" SCALE,
_ 1o0 9.0" 5.5• 6.5" 9.0" /5.5" 6.5" 9.0" �j 6.5" PAGE DISCRLPTIONi
s 8 2"MIN EDGE DISTANCE
_ CL C2_ C3 C9 CS Cl C2 C3 GI CS Cl. CZ C3 CA. C5.
912 SMS W/2"EYEWALL 43 16.0"16.0" 9.5" 11.5'16.0'16.0"L4.0" 6.0• 8.0" 16.0"14.5" 7.5" 3.5" 5.5" 11.5" °9 9
ARMOR INSERT W/2"EMBED 53 16.D"16.0" 7.0" 9.0" 16.0'16.0"19.5" 4.5" 6.5" 16.0"11.5" 6.0" 3.0" 4.5" 8.5"
62 T6.
� � QQ�� 70 16.0"10.5 5.0" 6.5" 16.0"12.5" 6.5" 3 0" 4.5" 9.0" 11.5" 6.0" 3.0" 4.5" BS"
�yg ANCHOR NOTES:SEE SHEET
- - B• 100 11.5" 6.0" 3.0" 4.5' 8.5" 11.5" 6.0"13.0" 4.5" 8.5" 11.5" 6.d' 3.0' 4.5" 8.5" 9 FOR ANCHOR NOTES.