HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 3,
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rQeSS1tt1 4 = hProduct Approval
(`� y :^'y�USER:Public User
=.,.,.�::.. >i—_��—'---.,. 5.._..'rdCs_>n'?,....._......_n..��is.>Application Detail
FL# F 13�. ,7r5T,.RS;
µ Application Type Revision
Code Version L�1r4
Application Status Approved
Comments
Archived
Product Manufacturer Towntan, ryfl�n, Mmes,
Address/Phone/Email 400 West McNab Road
Ft. Lauderdale, FL 33309
(954)493-8551
tomj@tc-alum.com
Authorized Signature Frank Bennardo
frank@engexp.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
ri Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who Frank L. Bennardo, P.E.
developed the Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation&Management Institute
Quality Assurance Contract Expiration Date 12/31/2016
Validated By ORLANDO L. BLANCO, P.E.
-Z Validation Checklist-Hardcopy Received
Certificate of Independence (1.._- 7-26c")' _'r.,df
FL.13757 R5 �.O' lndfl
FL!3751 R!5
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2006
ASTM E1996 2005
ASTM E330 2002
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgk7yHMuovbm... 4/6/2016
Florida Building Code Online Page 2 of 3
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
E�w;,,._Eclui"L
.......................
3,P,if
-Aff,
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/21/2015
Date Validated 04/29/2015
Date Pending FBC Approval 05/06/2015
Date Approved 06/22/2015
.................................................................................................. ............. ....................... ............................ ...................................................
.Summary of Products
Model,Number or Name
FL# IDescription
=16.8 Accordion Shutter 11Large missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
R
Approved for use in HVHZ:Yes FLI.3 757 5 11
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 RS AE Evai,iA�
span/pressure combinations and additional limitations of Created by Independent Third Party: Yes
Lfse.
-Shutter--j ILarge Missile Impact Resistant Accordion Shutter System
illiimifs_6f Use Installation Instructions
2 d-:*
Approved for use in HVHZ:Yes L —.57 R5 12 D', Q
I............................................................................
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 1-13"-'5 7 1'!5 A ::v a 1 2 df
11....................................... .....................
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
l'C
rapplications.
Limits of Use Installation Instructions
Approved for use in HVHZ: No F1_1,3757
R5 11
.................
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
`7 7 ",R5 AE Eval 3
Other: See product drawing for additional information, 5
....................................................._........................
anchorage,etc. Created by Independent Third Party: Yes
................................. ............................................
Contact Us 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not
send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.
*Pursuant
Pu rsuant 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:
http://www.floridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDqvgk7yHMuovbm... 4/6/2016
6 .8 STREAM LIN E S H UTTER °�DD,P.'.
'4 ',
GENERAL NOTES:
FOR USE WITHIN AND OUTSIDE THE HVHZ
i'0
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING IVO.
CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE AND THE
INTERNATIONAL BUILDING CODE IBC AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM UNLIMITED WIDTH-
MEETS
IDTH o A o
MEETS MISSILE LEVEL"D"AND IN LU ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. %9'. �a Q.Q
SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION DOFF 14
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE '4
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE,PRESSURE TO TRACffl,' >v
REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE i ,Q g s�
FLORIDA BUILDING CODE SHALL BE LESS THAN OR EVUAL TO THE POSITIVE OR NEGATIVE DESIGN w- w$u
PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. _
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. ¢ [,
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 L n z
SAFETY FACTOR. Zr4 in
5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND W w 3
ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW 3 3
CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. ce
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND o w g
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. a o O
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE = a
g DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR r
WIND LOAD CALCULATIONS 1N ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 S
SHALL BE USED. 7
S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC N N m
SITE.
9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL w
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAMEox ,�� a
PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER rn61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. d
10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. Ar
m
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL z m
WHEN T S. HURRICANE PROTECTION BOTTOM C ) UZ
12. WHEN THEE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING.
OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND TRACK �a
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 VIEWSM 0 3
m INFORMATION: a $
TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION
FORT LAUDERDALE FL L�
MISSILE LEVEL D-ASTM E1886,E1996&E330 1 SH UTTER ELEVATION
TAS 201,202&203
FLORIDA BUT CODE APPROVED TABLE .L' 3 N.T.S. EXTERIOR ELEv
14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25
15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS
LL 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. @
16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ NON-HVHZ ESSENTIAL a p
' BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES ° 3
17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SHUTTER
18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS
,
F 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF IV% SPAN
E 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. <_30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE
K 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE °8
w 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK.
e 23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-114" 1-5/8" 2-3/8"
99" 3-1/2" 1-7/8" 3-5/8" 1-7/8" a
TABLE 1: MY' 4-11' 2" 4-1/4" z" a .
TABLE 1 NOTES: _ „
8 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8" 2" 5" 2" t
.E ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE
°. TABLE 2 NOTES:
SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA.
AT EACH RESPECTIVE SHUTTER SPAN. 7.. ITO -HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY FWraLer.+wraroP.e
POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FFEURT6F7 15-2339
SHUTTERDESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND SCALE:
BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A
SPAN PRESSURE PRESSURE PAGE DESCRIPTION:
.s DESIGN PRESSURES FOR TIiF.NEM HIGHER MINIMUM SPAN OF AT LEAST 30".
PSF JPSFI SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL
HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8",WHEN>30'
72" 100 10D ABOVE GRADE.
u 99" 7070 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED,FOR SPANS BETWEEN THOSE o�
120" 53 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED.
n 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM
144" 43 40 E1996-09.
z
8
11111 51VEOp���79H//2''O,P.E.
PROJECTION VARIES 111 tl A' �y
2.874" --11---- 4.874"MAX.
0.315" I •• �I
I T11y:
N 'T' 0 0,080"
0.06 .
0.125" 1.830'.. 0.062"1.708 0.100"
1.708" 0.100" 0.08
0" 0.063" j, . 3;�i,i��•^;;
1�(s°//•0//�ju,
*
I" a0.195" 0.096" 0.195" 2.820-
0.0
.820"
0.010.060 0.060 1.908"
0.630' 1.993"
0.630" 0.062" 0.630" 0.062" 0.096"0.6 62"
- .069 0.971" 0.971"1 0.143
2 U
�0
�0"200" . /
1. 714 0.630 ;D0
0.06" 0062" 2 " 060" 006 U
0 1.069 0.630 0.06 0.062
-1. 69" Q fi"maN
�
uDj
I 00 1N0;�;
;�
11.
SUPPORTLEG OPTIONAL 9 . - �
5.745"MAX. 1.06zMdO
W w m 3 m
5.745"MAX. N 3
A VALLIY - �I O BUILD OUT WALL O3 STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL 6T tITE-HEADER/SILL w
SCALE-�HAL-F-SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE,HALFSIZE ' •+0
WHERE SHOWN,SCREW BOSSES
&FELT GROVES ARE OPTIONAL G
ON ALL EXTRUSIONS m
�. 0.874"�- 2.655" 0.875"
2.195" 0,510 2,195" 1.230
9
fl-
1.229, 0
a 1I -
r fi 0.7 5" o I Q �N6 0 Pmm'2.655^ N O
F]L F1.01
I 1 � 1 0.105ry �4.84"
O
fOc UnmSluu�ii
Q
4.510. 0.075" 0.075" 0.044"'0.994"14.510"
105" E 3 g
NOTE:TESTED THICKNESS OF 3 g
4,510" � 3.506" _PARE METAL W/O PAINT IS 0.039"
SILL SILL ADAPTER EXTENDED SILL EXTENDED SILL ADAPTOR ADJUSTABLE SILL BOTTOM 61 -'STREAMLINE-SLAT/BLADE
s O7 O8 O9 10 11 13 « Co-
g SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE=HALF-SIZES
SCALE:HALF SIZE
F
�40J.11t-50IL".477"
0.09 'TNI
1I 1.670" .06
0 510"
0.143" 0.143" 0.590 0.341' 0.070"
.0 70" Y0.245"
� p
ill
1. 0" 1a�C 78- 0.143" 0.096" �1a2B
16�I g:
g@10.060°
4.753" 0.080" 0.117"
0.090" 0.096"
4.510" 0.180" 0.080
000II 5 .
® E
�R
0.044" 0.227" 0.682" 0.630" 0.060"i l\ CCPYAMHfFRA` I-SEMUhWPE
•Tl--�1 0.693° 15-2339
NOTE:THICKNESS OF BARE 2.8F22" 1.625"-- 0.420" SCALE:
METAL W/0 PAINT IS 0.039" PAGE DESCRIPTION:
15 6.8 STREAMLINE STACK1g RADIUS CEILING HEADER/SILL 17 6.8 STARTER 18 WALL SILL CLIP 18b WALL SILL
E- SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE
rill
$ uu
q
0.610" STAINLESS STEEL • � f4 0" NYLON WASHER ORASSEMBLY � ALUMINUM 0.357"T 0.320"0 HOLE 50" 0.276"N d 10 x 2.3/4"410 HT S.S. *� D-
0 0.880' NYLON y a �? INSERTS SCREW W/TC ULTRACOTE T 0.591" = z
0.05 WHEEL 0.120"o NTO COATING in 2
1
N F0.240" L� rte. TRACK (TYPTOP&DOTTOM) N0.062"•{}- JA
NYLON BUSHING W/WASHER: L ♦♦♦♦i♦�lC s �'a
5 MAX I TYP.AT EVERY OTHER 0.750" 7/16"0 x 1/2"@ INTERIOR JOINT TOP //j O
(- " 0.870" 0.154"A -0.137" // �V U
INSIDE JOINT AT TOP. 7/16"0 x 1"@ INTERIOR JOINT BOTTOM /I iX
CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON ExTERIOR 8 ui
1 g ANGLE ("` HOUSING-ZINC DICAST,POWDER COATED >U W
22 ROLLER ASSEMBLY. O BUSHING ASSEMBLY DETAIL O BOX CENTER INSERT rrnna <u� ��o
SCALE:HALF SIZE 24 26 U Z LL o
SCALE:HALF-SIZE--µ NOTE: MAY BE KEY OPERATED OUTSIDE SCALE:HALF SIZE SCALE:HALF SIZE t m w s
OR KEY/THUMB TURN OPERATED INSIDE. W 1 j �c
-{0.250" 23 SRASS-PUSH-LOCK.. V7 3 F
OXYCAIE:-HALF_SIZE Now 3 y
110.155" 1.978" 7..125" .10+O d`
80.500" 4.000" 0.236' 1.742" 0.286" 1.603"
0.500" 0.623" 1.710" 1.224" 0.267"
N 0.790" 0.090" 0.319" io 0.531" 0.531" F.
c ri Q.064" ^ 0.28 '`-6,
0 0
2.250"� uni 0.09 n _r
0.250" 0 0 o L6� 0.607.E to "
1� '(T'' 0.607" m w j M
G 0.118° �--0.224" 0.239" r i I in n ro m n e v'�i• N Q"$ p
I �--2.000" 0.060" 0.496" 0.240" 4. ..6,
--.. • ��y VJ rn ¢m
2.750" 1 1.758" 1a 'O2l ":
27 RAINGUARD 2g DECORATIVE FLOOR TRACK 3,476" ~ ~ 0.240" O?m
SCALE:HALF SIZE SCALE:HALF SIZE 0.160" 0.222"-1 x I I
2" 0.062" x0.062" x0.176" \ U C
g 30 UNIMA7E LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER Je W
G CALFHALF._SIZEv SCALE:HALF SIZE SCALE:HALF SIZE
3
g -
41-0.062" o o g
B 5.500"x 13/16"WIDE {--}0.400"
I' ,47/16"0 STAINLESS
A x'167 STEEL NUT '4 O'b� O
F n 0.125" �I I� 30 n 0
r� n
" 0.438"
0. 66"
5/16"0 INTERNAL 5/I6
STAINLESS
T4.500" x-f 0.689" POWDER COATED,ZINC DIE-CAST THREAD M�
w .,:--•y•-�.:- - HEAD STYLE VARIES 1.050
LL DELTA MODEL 2022 SECTION A 36�T-LOCKADAPTER-1, 37 T-SCREW INSERT 38 THUMB SCREW ,.
E€ INDUSTRIAL SYSTEMS (OPTIONAL)`` _-) SCALE:FULL SIZE SCALE:FULL SIZE 0 0.254" 4O0 40b 400 Yf
b 35 BOX LOCK SCALE:HALF SIZE ry 0.319
SCALE:HALF SIZE �_ END STRIP 1" o
f-2.000"E: f 2" & 3" EXT 6 q@g
1.625"-1 1.500"--f0.125" 7t-0.125"SCALE. HALF SIZE &
CC @@
0.00.17.5" 0.093"
0.085"
m o 0.125" COPYROITFR"LBFINARI)OPE
" o ry o 0.093"
0.250
o.oes" 15-2339
E N I G
PA -
PAGEE DESCRIPTION'
7.000"
2p ALT. 1" END STRIgp 21 1.5"x3"x0.093" ANGLE 25.2-%3%0.12,9" ANGLE•
39 2X7 ANGLE SCALE:-HALF'SIZE-�," SCALE:HALF SIZE SCALE:HALF SIZE=
SCALE:HALF SIZE
a
40$
b0a11 DO,P.E.
ANY ANCHOR PER ANCHOR EDGE DIST. ```
SCHEDULE @ IB"O.C. EXISTING GLAZING DIST. y' '• FF� �
SEE END STRIP
SCHEDULE FORM
LZ) N
A(�E
ANGE N WHEN U51
EMBED SPA20,40a,40b OR c,
LEG DCITON II II F 1/4" OR 6.8 STARTER TA u
EMBED. 17 (INTERIOR) �`a"'•t
17 17 MAX. WITH 21 OR 25. O• Ib 4
30 ANG E 16 x 1"THICK
TO 2"x 5°MAX. 21 25 /// 6 � z
EDGE e (ANGLE LEG MAY BE REVERSED)
DIST � FASTEN ANGLE TO TRACK W/ 1U xa•yj
�B ANY.ANCHOR PER ANCHOR (2)#10x1"SCREWS AT >
CORNER TOP&BOTTOM;AND ��pp < L9
SCHEDULE @TB"-O.C. 1:1
ATTACH 40 6.8 STARTER W/ Z g t m
13 13 13 #12 x 1/2"GALVANIZED OR l!u, Cy3
30 13 412 x 1/2"GALVANIZED OR S.S.SMS, S.S.SMS,3/16"0 ALUM.POP W
3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE w S
USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18"O.C. ALTERNATE END STRIP DETAIL BOLT&NUT @ 18"O.C. N r 3 ,,
(EXTERIOR) 5/16-18 UMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE o w
a INSERT 37 AT I/3 SPAN TO 2/3 SPAN SCALE:3"=V-0" ANY TRACK W/
FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES.
g TYPICAL PLAN VIEW HOLE SHALL BE 3/B"MAX WIDTH,UP TO
SCALE:3"=T-0" 1"HEIGHT. PSF SPAN
1"B/0(2.7") 62 108"
® 72 00"
82 94"
9 USE S7)BRASS PUSH LOCK 112 80"
OR(1 5/16-18 THUMB 2 75"
SCREW 1 0 THREADED LOCKING DETAILS FOR 2°BIO(3.7') 62 95" SEE END STRIP
INSERT 7 AT 1/3 SPAN CENTER MA7E5 72 80" SCHEDULE FOR MAX. w t
TO 2/3 AN FROM SHOWN ON RANDOM ® 8 83" n SPAN WHEN USING - 8
BOTTOM OF SHUTTER. 3U DETAILS 3°BIO(4.77—62 78Y 20,40a,40b OR 40c, �� o
d RECEIVING HOLE SHALL BE
3/8"MAX WIDTH,UP TO 13 ® 82 74" 1/4" OR 6.8 STARTER N�, M
1"HEIGHT. 30
ALT.1°O70 62 1 0" 9 P,, MAX. WITH 21 OR 25. Q3=;
72 0 7
20 82 95"
112 81" 40 40 USE APPROPRIATE
32 40 20 STARTER STRIP TO E
1.5"x3" 45 93" PROVIDE CLOSURE t0 w
L 13 x0.093" 52 87" FOR �. D
657 83"0 81" BUILDING CONDITIONS. 'E 3 g
(INSIDE)23 '1 4 FASTEN STARTER STRIP O
ca I 7__.76"_ TO TRACK W/(21 4110x1" v
4 2"x3" 45 139" SCREWS AT CORNER,TOP aS p
x0.725° 52_ 1 9' ALTERNATE END STRIP DETAIL &BOTTOM. _A L
ZPF 57 123" ANY TRACK W/SCREW
s 13 60 120" SCALE:3"=1'-0" BOSSES.
F ) 15 70 t;6
H
W g el g I 73 1 9"
J SILL FOR GREATER SPANS OR LOADS THAN
Q I SHOWN IN END STRIP SCHEDULE,END V y g
STRIPS REQUIRE A VXI".090"CLIP ANGLE 1.2
va @'8
(n I4I0 SPAN USIN(.ANY ANCHOR ON THE EXISTING GLASS p
O Z ANCHOR SCHEDULE 6114x1/4•TEK
13 SCREW OR I/4-20 DOLTTO END STRIP.
USE`1)BRASS PUSH LOCK--\
OCK (INSIDE)
g Sc' i3
s_" I USE(1)BRASS PUSH LOCK dFyl OR(1)5/16-18 THUMB INSIDE
OR(1)5/16-18 THUMB 30 13 d SCREW I O THREADED
SCREWI
IN�0 THREADED r INSERT(p3�7) AT 1/3 SPAN SILL
I ILEI INSERT p77 AT 1/3 SPAN z}t, TO 2/3 AN FROM 7 pp
16 TO 2/3 S'PaN FROM Y Pi a BOTTOM OF SHUTTER .l C 'yy1
BOTTOM OF SHUTTER. (OUTSIDE) x@
RECEIVING HOLE SHALL BE �
3/8"MAX WIDTH,UP T 5� KMS
1' HEIGHT. 23 a_ o
e O TYPICAL OUTSIDE CORNER CLOSURE 35 30 &
CCt DETAILS WO/CORNER POST — — — — —— z Val
.B� R
NTS - 13 30 COPFRIGHIMMLBENUMOPF.
13 \ 31 215 13 23 (OUTSIDE) 15-2339
S ILL SCALE(
USE(I)BOX LOCK AT 1/3 PAGE DESCRIPTION:
c SPAN TO 2/3 SPAN FROM
,v� BOTTOM OF SHUTTER
OTYPICAL INSIDE CORNER CLOSURE aFP
CC2 d
DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY
NTS L(3� SCALE:3"=1'-0" a
m o.
C1 CONNECTION TYPE
REFERENCE ANCHOR EXISTING HOST V^yp9�
SCHEDULE FOR MAX. STRUCTURE ry
SPACING = •,•��F �1 i7 Jr�.
i Cl CONNECTION TYPE
—11'-20 MACHINE BOLT =
\ REFERENCE ANCHOR 1/2® W/NUT C°7 12"O.C.OR -
/," \ SCHEDULE FOR MAX. #14 SMS Col 6"D.C.
/ SPACING 1/2„ (TYP.TOP&BOTTOM) ��• TA
ALUM. TUBE
EACH ANGLES SEE T @ E ALLOY
OR SIZE. 1I 1~i1 5 R 6 OR/ '/��
p 0 OOR 6
z
1"x 2"x 1/8" •� ALTERNATE THRU BOLT -0 lav
�' C1 CONNECTION TYPE w L >u'��i1€
OR 2"x 2"x 1/B" MN GLASS tt n x
o . _ REFERENCE ANCHOR x 4ay Q "(9
ALUM.ANGLE SCHEDULE FOR MAX. PER TABLE 13 ~ tar W W N 0 W°
0 13 .l� SPACING ]azw IalY7
THREE 3/16"0 ALUM. r. I H J
POP RIVETS P. - I1 R I GLASS a¢ W m
THREE#12 SMS,TYP. ° 17 C OR DOOR X In to E. N U
3/16"0 ALUM.POP <xw 17 RIVET OR#12 SMS ~ I \\@ 18"O.C.(TYP.) = RNq��� 5 0 6 OR ztow
TABLE A(cm) \ /
c PRESSURE VS ALLOWABLE LENGTH w r,� 1\ 0 J N
MAY USE MALE OR
21x21x1 81
PSF NoB/b 3"x3'7(1 8'
No B/� FEMALE LOCK-SLAT w p I M
62 130' 188' 13 ALTERNATE THRU BOLT 1/4"MAX.FROM PIN '� I
C5 CONNECTION TYPE C1 CONNECTION TYPE GUIDE TO BUSHING
72 124" 179" O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR WASHER(TYP.)
U 62 119' 172" CC3 NTS SCHEDULE FOR MAX. SCHEDULE FOR MAX. 3
d E200
114' 165" SPACING I I K� m
110" 160' L___%/ 14x3/4"SMS C°1 9"O.C. F M
ANGLE TO TUBE CONNECTION w
c a 0 M
109" 147" 2"1c 2"x.125"
TABLE B(w) EXISTING HOST EMBED. 6063-T6 ALUM.TUBE z 6
97" 131" STRUCTURE
88" (14" PRESSURE VS ALLOWABLE LENGTH 5 CONNECTION TYPE
�+ 2"x2"xl/8' 3'x3"x1/8 EDGE DISTANCE REFERENCE ANCHOR •o g
g PSF WITH B/0 WITH B/0 SCHEDULE FOR MAX. O
XX6
SPACING \/ c
6 62 113" 166"
72 107" 157" FASTENER @ 18' SHOWN
(USE ANY ANCHOR SCb ALTERNATE BUILD OUT MOUNT SECTION 3 5
82101" 147" IN ANCHOR SCHEDULE). SCALE.3".T-0" � m
92 951 139' O v
102 90"_ 132' C
g 120 83' I22' T1��11
F 150 79" 109' Iw-W
F 20069' 74" F 0 j
d 2"x2"x =p
0 3/16 RIVET OR#12 SMS ry MN.GLASS 7 =,_.
.090"6063-T6 13 1- w w p u
CA 18"O.C. OR 1/4-2 17 ALUM.TUBE TYP. EPARATION x z u
NUT&BOLT(TYP.). PER TABLE M o ut J o
3/16"0 ALUM.PDP GLASS 2 >( 0 Z m p
ALUM. TUBE RIVET OR#12 SMS t ~ OR DOOR Q o a F. 6$
6063-T6 ALLOY C°l 18"O.C.(TYP.) p g z �gg
SEE TABLE B FOR SIZE. 2"x 5"x 1/8" Y
2 FASTENERS x CONTINUOUS rc
EACH ANGLE ALUMINUM ANGLE
1"x 2"x.093"6063-T6 OPTIONAL ANGLE INSIDE 3
ALUM.ANGLE,TYP. THREE 3/16"0 ALUM. 17 ORIENTATION TYP.
0 POP RIVETS OR w 6g
�8 p THREE#12 SMS,TYP. w E __ __ e
g 13 0 0 O x" x 1/8" `REFERENCE ANCHOR
'
OR 2"x 2"x 1/8" EO 4 CONNECl10N.TYPE 4
ALUM.ANGLE "SCHEDULE FOR MAX. z R I.R
USE MALE OR FEMALE SPACING COMM FRM(L WNARDO PE
LOCK-SLAT EXISTING CONCRETE, S5'Z339
13 13 BLOCK OR WOOD FRAMING
ataLe: -
(OUTSIDE) EE INSIDE_-SILL-MOUNT SECTION PAGEDESCRIPTIGRt
012 x 1/2"GALVANIZED SC'_ALE t 3_'=-1'_-0=
. "19F•P.E.
C5 CONNECTION TYPEta
REFERENCE ANCHOR EXISTING "C AA�r�^ •r ��i
o�
SPACING FOR MAX. STRUCTURE �C •O ,Fr ^
¢ 5"MAX. 1/4-20 MACHINE BOLT 1 ll
¢w.; Cl CONNECTION TYPE
GLASS ¢ GLASS Li '
OR DOOR �"u I OR DOOR w w � REFERENCE ANCHOR 1, 19 W/NUT @ 12"O.C.OR
H u m Y F-w ❑ SCHEDULE FOR MAX. O #14 SMS @ 6"O.C.
Q z~ t3 IA=w m SPACING 1/2'• (TYP.TOP&BOTTOM) ,r7�c r �M r
MR 13 uI I/)N J GLASS N Z Q /2.. 7O'• o
1/4"-20 THRU BOLT W/ 0.A55 Xm #14 x 1/2"SMS 12"O.C. EPARATI X z Z I- w
Q2� �0 PER w¢ L7
LOCK NUT @ 12"O.C.OR ;EPAPRERTI L I-F F OR 3/16"0 ALUM.POP TABLE 2 Q o G. p
F / / �1 \
12 x 1/2"SMS @ 12"AL O.C.E.S. Z F- RIVETS @ 6"O.C. OR 1/4"0 Y N w ❑ 80R�6 LLL_� 1� ,$
OR ETS @ALUM.POP TABLE 2 w o ALUM.POP RIVETS @ 12"D.C. ¢ m �U��.W C Lj
RIVETS @ 6"O.C. E.S. -I= w p
R 1/4"0 ALUM.POP RIVETS / m 11 AND 3O 1/4"MAX.FROM PIN MN GLASS w ~I, DmU Q 6 LL L9 d
@ 12"O.C.E.S. / ASSEMBLY 1/2"TYP GUIDE TO BUS ING PER TABLE 2 TION13 1-w N w w N in
p w o
S 1/4"MAX.FROM PIN Z
O9 AND 10 GUIDE 70 BUSHING WASHER(TYP.) ❑_ _,� W
ASSEMBLY WASHER(TYP.) w GLASS y I-o N m w 3
/ 1/2" 1/2"TYP. EXISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR— o z rQ- N� 3
o _ BLOCK OR WOOD FRAMING REFERENCE ANCHOAk
jMA.
p WEDGE SCHEDULE FOR MAW4 CONNECTION TYPE DIST.EDGE REFERENCE ANCHOR SPA I g SCHEDULE FOR MAX.
SPACING AS SHOWN3 CONNECTION TYPE IN DIAGRAM ON PG.9 (]oR 6 OR REFERENCE ANCHOR EXISTING CONCRETE, U'3 O 6SPAC�NG.EA TR FASTENER BLOCK OR W000 FRAMING / GUIDE TO BUSHING
1M PIN
C1 CONNE
LOCATION.FRONT AND REFEREN1/ WASHER(TYP.) rn�k
1/4"MAX.FROM BACK ANCHORS NOT REQ'D INSIDE MOUNT SECTION SCHEDULPIN GuIOE To WITH THIS LOCATION 5 CONNECTION TYPESCALE:3"=1'-0" SPACINGDUSfIING WAS{iER O INSIDE MOUNT SECTION REFERENCE ANCHOR ITYP.) SCALE:3"=1'-0" SCHEDULE FOR MAX. w
L-uf,T
EXISTING SPACINGBLOCK OR WOOMBED. O z 6 m
CD BUILD OUT MOUNT SECTION
BOTTOM EXISTING CONCRETE, SCALE:3"=1'-0"
a BLOCK OR WOOD FRAMING L-Y/' ❑
8 EXISTING a
m NOTE:FOR DETAILS A,B,D,AND E ON THIS SHEET, EDGE IST 4 CONNECTION TYPE EMBED. STRUCTURE N
THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR 5•CONNECTION-TYPE" �+
WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS w SCHEDULE FOR MAX. -REFERENGE'ANCHOR" o
A MINIMUM OF TWO SETS OF ANCHORS AND IS A m - SPACING SCHEDULE FOR MAX. S
MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK w
USED WITH THE BASE TRACK MUST BE CONTINUOUS //��..,,
OVER THE GAPS BETWEEN SECTIONS. 3 16 1/2" &RO
w ti
tt l0
vl
" GLASS ix
OR DOOR 0.A55 13 ❑ N w w ~w
w 012 x 1/2"SMS @ 12" EPARATI ~ _-: h1 w 7 ? •.'deee
w w f~-� O.C.OR 3/16"0 ALUM. PER v=i p N a 13 F_ o w m Q s
LL Fw» POP RIVETS@06"O.C. TABLE2 ozI- GLASS OR ❑7[ x�
)( MN GLA 3: ���i3
5° 7 w N w OR 1/4"0 ALUM.POP Q o Qa DOOR— In
wMR GLASS 13 N F Z v m RIVETS @ 12"O.C. E m PER TABLE 2 X w¢z
SEPARATION Z oO Z FQ- E u G.
1/4-20 S.S.MACHINE PER TABLE G J o Q QT ANDQB 1/4"MAX.FROM IN <w Ee 5@g
SCREW&NUT @ F u yRj ASSEMBLY 1/2„ 1/2" GUIDE TO BUSHING 3� 9'
12"O.C. TYP. WASHER(TYP.) w F: _ 3
GLASS w ❑ 1/4"MAX.FROM PIN g{
OR DOOR 1/4"MAX,FROM PIN m w ❑ gq
X GUIDE TO BUSHING 4 CONNECTION TYPE 1/2'. GUIDE TO BUSHING
> Q REFERENCE ANCHOR WASHER(TYP.) d 5 � ,S
N S 6 E WASHER(TYP.) EDGE SCHEDULE FOR MAX. __S C0FYF#RFPMLBEN W+DOP.E
.�-¢ EXISTING CONCRETE, DIST.
H X m BLOCK OR WOOD SPACING AS SHOWN -CONNECTION+TYPE 15-2339
FRAMING EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG.9 w=REFERENCE-ANCHOR
E OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. sGALEI
1/4"CONT. 3 CONNECTION TYPE #12 x 1/2"SMS @ 12" SCHEDULE FOR MAX. SPACING PAGE OESCRIPTIGNI
= 063-T6 AlUM.ANGLE REFERENCE ANCHOR D.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE,
SCHEDULE FOR MAX. @ LOCATION.FRONT AND BLOCK OR WOOD FRAMING _
AY BE REVERSED SPACING POP RIVETS 6"O.C. BACK ANCHORS NOT REQ'D
S SHOWN DASHED) OR 1/4"0 ALUM.POP WITH THIS LOCATION lI
ORIVETS @ 12"D.C. O CEILING / INSIDE MOUNT SECTION O
WALL MOUNT SECTION E F-4WALL%BUILD:OUT
D
SCALE:3"=1'-0" SCALE,3"=r-0" �SECTION:�_k
3 SOALW .=11-0" no
eNIM�..MR GLASS
GLASSPARA7ON ``OR- PER TABLET o GLASS ORuWDOOR
a Z GLASS OR ,
=w¢ DOOR MN.GLASS * _
VI N SEPARATION
Of PER TABLET
• < ¢ CPER
ASS w
TION F m w
Z F- LE 2 F W ¢ w F~-
� -�M M MVI
1=/I l~7 Z0= FOW 1In ' 'i W c€ul
O� 13 XwowcM 13 iow u a�wz3�
0 Z Cl CONNECTION TYPE a w o M Z 00$ w z
1/4"MAX.FROM PIN GUIDE 28 u a REFERENCE ANCHOR F u 4 O q
TO BUSHING WASHER(TYP.) a M SCHEDULE FOR MAX. U a W w:X
SPACING aM 3��3 u
m
WO 1/4"0 W000 .250" Morn 3 J
LAG SCREWS @ 24" �C4 CONNECTION TYPE ), .250" N O Y
O.C.MAX.WITH 2" REFERENCE ANCHOR
THREADED PENETRATION SCHEDULE FOR MAX. ¢
g "T"INTO CENTER OF 2X STUDS SPACING 18 B
5 EMB."T' 14 SMS @ MIDSPAN BETWEEN E
ST.T'
STUDS FOR TRACK TO 1"x 4"
m EXISTING HOST STRUCTURE
PLYWOOD& TUBE CONNECTION m
STUCCO FINISH 1"x 4"x.125" 7I''
6063-T6 ALUM.TUBE
THIS DETAIL TO BE USED WHEN STUD SPACING ON DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL tl� y
d SCALE:3"=1'-0" SCALE:3"-1'-0"
EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING.
O WALL MOUNT SECTION THIS DETAIL MAY M "
'^ G SCALE,3"-1'-0" ALSO BE USED O� 0'
AT TOP
m � � f
3 s �
ACCORDION SHUTTER 3 g
B PER PRODUCT APPROVAL-\ o
-GLASS F- o
MN GLASS OR DOOR F .I
SEPARATION 13 M
PER TABLE =M R EXISTING WOOD(G=0.42) $
N
APPLICABLE AT TOP Z Z TRUSS OR RAFTER i;:AND/OR BOTTOM Q a X a @ 24"MAX.O.C.
a a
2"OR 3" E M E VI EXISTING FINISH
MATERIAL /
1/2"MIN. 5 6 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/8"6063-T6 11 I I I w
$ Q TO BUSHING WASHER(TYP.) m
2'175" 382 1/4"TILE(TYP.) 1/4"0 WOODLAG
THREE �I w
2"x 3"x ye"x CONTINUOUS OR �L��II..J// E
:. 2"x 2"x Va"x CONTINUOUS 1" FINISH MATERIAL SCREWS WITH 2-3/4" 4 E�
6061-T6 ALUMINUM ANGLE Mr, MINIMUM THREADED
-`-� 3/4"PLYWOOD PENETR,"T"IN WOOD @ 5 6
e 0.9"MIN.THICK 6061-T6 ALUM TRACK X '�� 1/4"0 A325 GRADE THRU BOLT @ 7"O.C. EACH RAFTER OF TRUSS, rc �
'• FASTENED TO ANGLE WITH 1/4-20 OR 5/16"0 A325 GRADE THRU BOLT 12"O.C.
m ANGLE FASTENED TO F � @ 24"O.C.MAX.WHERE
EXISTING 3 KSI CONCRETE --' MACHINE SCREWS AT 3"FROM ENDS '3 GALV.OR S.S. ANGLE EXTENDS BEYOND ggg 65
AND 9"O.C.FOR THE BALANCE `e��
HOST STRUCTURE WITH •P LAST TRUSS MORE THAN o:
�— 1/4"0 ELCO ULTRACON TO CONCRETE/CMU w
%"O ELCO ULTRACONS AT 6", EXTEND ANGLE TO r-w 6 &� �
EXISTING CONCRETE HOST r. 5"O.C. 0 LAG
MIN.EMB, NEXT TRUSS. w w a
3"FROM ENDS AND 4"O.C. 2-1/2"MIN. STRUCTURE(3000 PSI MIN) ? OR 1/4"0 LAG SCREW @ 9"O.C.W/1-7/8" F,w>> "
'g• FOR BALANCE WITH 1%a" �, MIN.EMB. IN WOOD SG=0.42,TO 0.55. F-M=W'
9 MIN EMBEDMENT AND 2yi" MAX.DESIGN LOAD AT 5'-0"MAX SPAN: 13 D=M x � e
g EXISTING CONCRETE, 'J - x
$ .
MIN EDGE bISTANCE, f 62 P.S.F. HOLLOW BLOCK OR M L"o w Q C0TR*ff FRMML8UWRDOPE.
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 Z 1-
SPACING,TYP. t 52 P.S.F. ANCHOR SCHED. ,n ALUM.ANGLE(6063-T6) a 1 O a 15-2339
€ STRUCTURE YPE OF aM
BUILDOUT MOUNTBASED PAGE DESCRIPTION;
HO SCALE:NTS (MAX.DESIGN LOAD z 72 P.S.F.)
PASS THRU DETAIL
q HbO TRUSS MOUNT SECTION
SCALE:3"=1'-0"
N SCALE:3"=1'-0"
'a
mm�r Do,P.E.
EXISTINGSTRUCTURE ALT.LEG DIRECTION1 4ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN
12"MIN FROM EDGE OF ACCORDIONEMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM
ROUND WINDOW
1/2" SPACING,AND 3"MINIMUM EDGE DISTANCE 1` �Qaa',�yy • ',
EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY
AX (2)6063-76 ALUMINUM
TOP OR BOTTOM I ANGLES PER BEAM END,SIZE N•Olx'
EMBED.
o
1/2" PER SPAN TUBE SCHEDULE ,,,*P, ",b
_ SPAN TUBE PER - ^z
ACCESS HOLE DESIGN SCHEDULE gr �O
EDGE OF ACCORDION z z 1/4-20 MACHINE BOLT W/NUT @ Qom'• L�'M�• lV�
3.5"MIN SHUTTER BLADES M vUai 12"O.0 OR#14 x 3/4"SMS 6"O.C. .��A''/�(`' L'!7•n,
TYPICAL 1/2"MAX. g'!o �"C
3"MIN 5 6 " m / 7>luQ�W 1 a
EDGE 3 16 z U1 t W�w Q
2.875.0 HOLE(TO RECEIVE DISTANCE MIN.GLASS 13 w z Z tv
ROUND WINDOW ASSEMBLY) I1 ] 3
MAXIMUM OF 3 WINDOWS EXISTING A SEPARATION O 7 W •�w u�
PER EVERY OTHER BLADE GLASS ORRER w
DOOR xoz v1� i3 y
1 LIGHT-N-VIEW WINDOW m V z p W V
d g 3"MIN ¢Z ,EU
Qp EDGE f1/2"MAX n
nowt F DISTANC
XTE a
s N.T.S. EXTERIOR ELEV =o
Z(A 5 6
m p p C0 3 16 1/4"MAX.FROM PIN GUIDE
w a w z TO BUSHING WASHER TYP. m
w a ACCESS 1/4-20 MACHINE BOLT W/NUT @
�^rn 1/Z" HOLE 12"O.0 OR#14 x 3/4"SMS 6"D.C. rn N
2.875*0 HOLE TO SPAN TUBE PER w
RECEIVE ROUND EMBED. DESIGN SCHEDULE
d WINDOW ASSEMBLY _ i 1/2" (2)6063-T6 ALUMINUM H•n`. m
AX' ANGLES PER BEAM END,SIZE ('+
,4 EXISTING PER SPAN TUBE SCHEDULE Iii pv c m
g HOST 1/4"0 THRU BOLTS SEE BEAM O z m
3 STRUCTURE SCHEDULE FOR REQUIRED NUMBERS
1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN
E EMBED 1N CONCRETE OR HOLLOW BLOCK 3"MINIMUM
i - SPACING,AND 3"MINIMUM EDGE DISTAhU
N 0.125" 0.125" \. p
mMAXDESIGN LOAD=t 72 PSF a o -
� 0.032" 0.032" � E v
g 3 SPAN TUBE SECTION
12 0.196" \ a
\ B .N.T.S. VERT SECTION ►L�'1. 0
4So / \� r
F � \ F SPAN TUBE SCHEDULE
NUMBER OF
Ii ALLOWABLE TUBE NUMBER OF MINIMUM ANGLE
m 1 TUBE SHUTTER ANCHORS PER
SPAN THRU-BOLTS LENGTH
ANGLE
Z,� ROUND SIZE SPAN - - a
g I -I- E S WINDOW TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM
a ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE oo
1 rn 60" 123.8' 135.2" 2 2 2 3 4' 7"
'n
2"X.1
0 25" 98" -701.7' 106. --9' 2 2 3 3- 7" 7"
.1 G $r
E / 123' 09.8" 94.A" 2 2 3 3 7" 7" id F€
60" 129.1' 157.0' 2 2 2 3 4' 7"
0.izs 96" 114.8• 124.1" 2 2 3 -3 7' 7" -
/ 123" 10201 109.6" 2 2 4 4 10 10" sgE3 @9@q
/ 60" 138.0" 198.9" 2 2 3 3 7" _
I " ' 7"
2k8
X2.875" 0 B6" 722.7' 155.7" 2 2 3 4 _ "- 10"
03. 50" 125
b^
123" 116.4' 137.S' 2 3 4 5 10" 13" b
60, 158.1' 240.0" 2 2 3 4 7" 10"
2'x105( 96" 140.6' 229.9" 2 3 4 6 IF -16= fi f i��
29 LIGHT-N-VIEW WINDOW 9.1875' - - 88 s R d S�
\ / 123" 1322' 203.1" 3 A 5 7 13" - 19" 0yy0J;ry1 FRPM LBFTV=PE
N.T.S. SABIC PLASTICS SLX1431T-UL-94HB \ // SPAN TUBE SCHEDULE NOTES:
5 x3 xl x5' 4
x "ANGLES FOR 2"x5"&2"x6"BEAMS. 15-2339
2. USE 2"x5"x14 '/4"ANGLES FOR 2"x8"&2"x10"BEAMS. SCALE:
3. USE BEAM SCHEDULE FOR DETAIL 3/8. PACE DESCRIPTION:
- 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER ORIN COMBINATION WITH OTHER
CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. _
GLAD E W ROUND WIN DOW
S. SPAN TUBES MAYBE USED N TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS,AMID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND o99
BELOW THE BEAM.MID-SPANANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS
2 S
8 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.'
C 6. LAP BEAMS ARE NOT ALLOWED.
7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. O
S
ANCHOR SCHEDULE: CONCRETE
F� 2.5"MIN EDGE DISTANCE •� 1 �7�Q'
SoansUpTo6 0 - S0a0SUp'fo8 3'^4 Spans UP 7o 12'•0" (�, 5
G LOAD CONN TYPE CONN TYPE CONN TYPE
O ANCHOR (psN
x Ct 04. C3 I C4 C5a.Cl C2 C3 C4!'+GS Cl C2 C3 C4 C5
1/4giTWpTAP,EON,OR ELCO '43> 16,0 16 0 15.0':16 0 16 0'16.0"16.0" 9 0 13.0 1610':16.0" 9.5" 5.9' 8.5" 14.5'
UL7RACON 1v1TH 13/A" _53 16.0"16.0"10.5"14.5' 16.0'16.0"12.0' 7.0" 10.5"16.0'SS.O' 7.5' 4.5" 7.5" 10.5' z
EMBED 3 92ps1 MIN CONC) _62 16.0'16.0" 8.5" 12.5" 16.0'16.0'• 9.5" 5.5_ 8.5" 15.0 15.0' 7.5" 4.5" 7.5" 10.5' �O••, A
_ _
TO_i6.o"13A" 7.0" iLw 16_0"15.5" 8.0 5.0" 7.5" 11.5" 15.0" 7.5' 4.5" 7.5' 10.5" 7 / B COMBINATION /i F 0
1/4"MILLENIUM MILL'FAST 143 16.0"ILL 15.0"16 0"16.0"16.0"16.0" 9.0" 13 5" 16.0"16.0" 8.5" 5.5" 9.0" 13.5'• 2 x S(TYP. 9 / 10 COMBINATION /'// 14.�
WITH 1-3/4"EMBED(3275psl 53 16.0"16.0"11.0"15.0"16.0"16.0"11.0" 7.0" 10.5"16.0"13.5" 7.0" 4.5" 7.5" 9.5" O i w
MIN CONCRETE) 62 1G.0"15.0" 8,5" 13.0"16.0"16.0" B.5" 5.5" 9.0" 13,5"13.5" 7.0" 4.5" 7.5" 9.5"
70 16.0"12.0" 7.0" 11.0"16.0"14.0" 7.0" 4.5" 8.0" 10.5"13.5" 7.0" a.5'_ 7.5" 9.5"
100 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4,5•' _7.5" 9.9' t to,�Z og
1/4"T:LCO CRETEFLEX SS4 43 16.0"16,0"16.0"16.0"16.0"116.0"116.0"13,5"16.0"16.0" 16.0"12.5" 8.0" 13.0"16.0" Z N p
1x5 TYP. 2xS ITYP. ti�gt3Z
W/2"EMBED(3350ps1 MIN 53 16.0"16.0"16.0"16.0"16.0"16.0 16.0"10.0"15.5"16.0" 16.0"10.0" 6.5" 11.0"14.0" W W
CONC) 62 16.0" 16.0"12.5"16.0"16.0" 16.0"12.5" 8.0" 13.0"16.0" 16.0" 10.0" 6.5" 11.0"14.0" J
-Ztnl�T�g 70 16.0'•16.0"10.5" 7.0" 11.5"15.0"16.0" 10.0" 6.5" 11.0"14.0" N W a
H 100 SG.O" 10.0" G.5" 11.0"14.0"16.0"10.0" 6.5" 11.0"14.0"16.0"10.0" 6.5" 11.0"14.0" /
1"MIN EDGE DISTANCE NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING. a
ci c2 c3 c4 cs cl cz c3 c4 cs cl cz c3 c4 cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE:
1/4"1TW TAPCON OR PLCO 43 16.0'•16.0" 7.9' B.D" 16.0"16.0"16.0" 5.0" 5.5" 16.0"16.0" 9.0" 3.0" 4.0" 14.0"
ULTRACON WITH 1-3/4• 53 16.0"16.0" 5.5" 6.5" 16.0"16.0"12.0 4.5" 16.0"14.5•' 7.5"% 10.0" - C2 CONNECTION TYPE USING PIECE 1D WITH OUTSIDE N
ANCHORS ONLY
EMBED(3192ps1 MIN CONIC) 62 16.0"15.5" 4.5" S.5" 16.0"16.0" 9.0" 4.0" 14.5•'14.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE Q WITH r1
16.0"12:5" 4.0" 5.0" 16.0"15.0" 7.5" 11.0"1a.5" 7.5" 10.0" OUTSIDE ANCHORS ONLY
_ 100 14.5" 7.5"��������10. .14.5" 7.5'_/�jj/10.0"14.5" 7.5" 10.0" u�
gggggg# 1/4"MILLENIUM MILLFASi 43_16.0"16.0"11.0"13.5"16.0"16_0"33.0" 6.5" 9.5" 16.0"13.0" 7.0" 4.0" 6.5" 10.5" W ti
U WI7II 1.3/4'EMBED(3275ps1 53 16.0"16.0" 8.0" 11.0"16.0" 16.0" 9.0" 5.0" 7.5" 16.0"10.5" 5.5" S.5" 7.5" ANCHOR NOTES: ��
6 MIN CONCRETE) 62 16.0" 11.5" 6.0" 9.0" 16.0"13.5" 7.0" 4.0" 6.5" 11.0" 10.5" 5.5" 5.5" 7.5" o'
1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ~�^¢m
70 16_0" 7.5" 5.5" 8.0" 16.0"11.5" 5.5" 5.5" 8.5" 10.5" 5.5"/5.5" 75" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE j O
100 10.9' S.9' S.9' 7.5" 10.9' S.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). O O-
"1 O 1-1/4•MIN EDGE DISTANCE b m
'i 1/4"ALL-POINTS SOLID-SET - 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, Zm q
V ANCHOR W/7/8•EMBED& CI C2 C3 C4 CS CL C2 C3 C4 CS Cl C2 C3 C4 C5 ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR v Z
1/4-20 SS MACHINE SCREW 43 16.0"16.0" B.5" 10.5"16.0" 16.0" 1_2.0" 5.5" 7.5" 16.0"12.5"_6.5" 3.0'• 5.0" 10.0" EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER � U¢¢
IF (3000psi M[tJ CONC) 53 16.0"15.0" 6.5" B.0" 16.0"16.0" 8.5" 4:0" 6.0" 15.5"10.0" 5.0"% 4.0" 7.0'• THAN OR EQUAL TO SHUTTER SPAN,
G •� 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" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE.
70 16.0" 9.0" 4.5" 6:0" 16.0"10.5" 5.5" 3.0" 4.0" 8.0V..11+1.00
10.0" 5.0 7.0"
m 700 10.0" 5.0", 4:0" 7.0" 10.0" 5.0" 4.0" 7.0" 10.0" 5,0" 4.0" 7.0'• 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE a S
m 3"MIN EDGE DISTANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER O1 v
g 1/4"ALL-POINTS SOLID-SET -_..._.__ ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE -
§
ANCHOR W/7/8"EMBED& CI C2 C3 C4 CS C1 C2 C3 C9 C5 C1 C2 C3 C4 C5 CONNECTION,.YPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF
CONNECTION TYPE.
g 1/4-20 SS MACHINE SCREW 43 16.0"16.0"16.0"16.0"16.0"16.0 16,0"11.5"16.0"16_0"16.0"11.0" 7.0" 11.0"16.0" 3•C L
(3000psI I4IN CONC) 53 16.0"16.0"13.5"16.0"16.0"16.0"14.0" 8.5" 13.5"16.0"16.0" 0.5" 5.5" 9.5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE _I,'
h _- _--- -- --.-
62 16.0"16.0"10.5"16.0"16.0"16.0"11.0" 7.0" 11.0"16.0"16.0" 8.5" 5.5" 9.5" 12.0" ONLY.
•� 70 16.0"15.0-19.0" 11.0'.11 6.0' 16.0" 9.0" 6.0" 10.0"13.0"16.0" 0.5" 5.5" 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
100 16.0" 8.5" 5.5" 9.5" 12.0"16.0" 8.5" 5.5" 9.5" 12.0"16.0" 8.5" 5.5" 9.5" 17..0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT
` 1/4"POWERS SS DROP-IN 2-5/8"MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
FINISHES.
W/1/4-20 SS BOLTAND Cl C2 C3 C4 CS CI C2 C3 C4 C5 Cl C2 C3 C4 C5 a u
1"EMBED(3000psi MIN 43 L6.0"16.0"14.0"16.0 16.0" 16.0" 14.0" 8.0'• 12.5"16.0"14.0" 7.5" 5.0" 6.0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS i C+�'�
CONC) 53 16.0"16.0" 9.5" 14.0"16.0"16.0" 9.5" 60" 10.0" 16.0"11.5" 6.0" 4.0" 7.0" 8,0" VARY FIELD VERIFY THAT FASTENERS ARE INTO AUE��UATE WOOD FRAMING c"4 $ F8
- MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR qq I$
•� 62 16.0"12.5" 7.5" 12.0"16.0"14.5" 7.5" 5.0" 8.5" 11.5"11.5" 6.0" 4.0" 7.0" 8.0" SIDE CLOSURE PIECES. �iy ,,±± as
5 70 16.0"10.0" 6.5" 10.5"16,0"12.0" 6.0" 4.0" 7.5" 9.0" 11.5" 6.0" 4.0" 7.0" 8.0" S2 2 U 49€k
O 100 6.0" 4.0" 7.0" B.0" 11.5" 6.0" 4.0" 7.0" B.0" 11.5" 6.0" 4.0" 7.0" 8.0" B. 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' g�
I/4"POWERS SS DROP-IN ___ EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING LAG SCREWS SHALL a G4@
W/1/4.20 ss BOLT AND C1 C2 C3 c4 c5 Cl C2 C3 C4 C5 CI C2 C3 G C5 HAVE PHILLIPS PAN HEAD OR HEX HEAD. a9
I"EMBED(3000ps1 MIN 43 16.0"16.0"15.0"16.0"I6.O"16.0"16.5" 4.5"
13.5" 16.0"15.0" 7.5" 5.0" 9.0" 12.0" 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/7.°ENGAGEMENT OF Th1READS IN .8 1
CONC) 53 16.0"16_0"10.5"15_0"1fi.0"16_0" 10_5"16,0" 12.0" 6.0" 4.0" 7.5" B.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER g
18
62 16.0"13.0" 8.0" 12.5"16.0"15.0•' 9.0" 12.0"12.0" 6.0" 4.0" 7.5'• B.5" HEAD(SIDEWALK BOLT),U.O.N.
tl °tlPly° 70 16_0"10.5" 7.0" 11.0"Ifi.O"12.5" 8.0" 9.5" 12.0" 6.0" 4.0" 7.5" 8.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
100 12.0" 6.0" 4.0" 7.5" 8.5" 12.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" B.5"
2'MIN EDGE DISTANCE * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, i 13l , R
#12 Shfs W/2"EYEWALL CI C2 C3 C4 CS CI C2 C3 C4 CS C1 C2 C3 C4 CS NUT OR WASHER WINGNUT. DOP=HTFR0.N '-ZU pRE
ARMOR INSERT W/2"EMBED 43 L6.0"16.0'•11.5"14.0"16.0"16.0"16.0" 7.5" 10.0"16.0"16.0" 9.0" 4.5" 6.5" 13_5" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE.
(2000ps1 MIN CONC) 53 16.0"16.0" 8.5" 11.0"16.0"16.0"11.5" 5.5" 8.0" 16.0" 19.0" 7.0" 3.5" s:s" 1D.D•• 15-2339
62 16.0"15.0" 7.0•' 9.5" 16.0" 16.0" 9.0" 4.5" G.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 SCAlE
s DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL PAGE DESCRIPTION:
70 t6.0"12.0" 6.0" 8.0" 16.0" 14.5" 7.5" 4.0" 6.0" t0.5"14.0" 7.0" 3.5" 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK _
100 14.0" 7.0" 3.5" 5.5" 10.0"14.0" 7.0" 3.5" 5.9' 10.0" 14.0" 7.0" 3.5" 5.5" 10.0"
F #12 SMS W/2.75'EYEWALL 43 1G.0"1G.0"1G.0"iG.O" 16.0--16.0"16.0"10.0"14.0"16.0"16,0"11.5" 6.0" 9.5" 16.0"
ac
ARMOR INSERT W/2.5' 53 16.0"16.0"12.0"16.0"16.0"16.0" 15.0" 7,5" 11.0"16.0"16.0" 9,0" 5,0" 8,0' 13.0"
EMBED(2000ps1 MIN CONC) 62
16.0"16.0" 9.5" 13.5"16.0"16.0" 11.5 6.5" 9.5' 1460 16.0" 9.0" 5.0" 8.0"
8.0" "16.0" 9.5" .5
��6.0"1 9.0" 5.0" 8.0" 6.0 8.0" 13.0"70 Ifi.O16.0" 11.5 16.0 8.0" 13.0"
100 160 9.0" 5.0" 8.0" 13.0" ]/
4
9i,P E.
ANCHOR SCHEDULE: CONCRETE (CONT.) W41!q 41 1y�Ng9p'�%
2-3/16"MIN EDGE DISTANCE 3-I/8"MIN EDGE DISTANCE •U`t! j 2
Spans Up To 6'-0" Spans Up To W-3" Spans UD To 12'-0" Spans Up To G'-0" Spans UD To 8'-3" Spans Up To 12•-D"
LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE
s ANCHOR (psi C1 C2 C3 C4 CS Cl C2 C3 C4 CS C1 C2 C3 C4 CS CS C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 I C2 I C3 C4 CS
5/16"ITN!TAPCON XL WITH 43 16.0 t16616.0"16.0"16.0"16.0"16.0"12.0"16.0"16.0"16.0"11.0" 7.0" 12.0"16.0"16.0"16.0"Ifi.0"1fi.0"16.0"16.0"16.0"12_5"IG_.0"16.0"16.0"11.5" 7.5" 12.0"16.0" T sry m r
1-3/4"EMBED(2B99psl MIN 53 16.0" 14.0"16.0"16,0"16.0"14.5" 9.0" 14.0"16.0"16.0" 9.0" 6.0" 10.0"12.5"16.0"16.0"14.5"16.0"16.0"16.0"15.0" 9.0" 14.5"16.0"16.0" 9.5" 6.0" 10.5"13.0" iCONC) p,.� 62 16.0" 11.5"16.0"16.0"16.0"IL.S" 7.5" 12.0"16.0"16.0" 9.0" 6.0" 10.0"12.5"16.0"16,0"11.5"16.0"16.0"16,0"11.5" 7.5" 12.0"I6.D"16.0" 9.5" 6.0" 10.5"13.0" 'C0- 70 16.0" 9.5" 35:0'.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"10.0" 6.5" 10.5"14.0"16.0" 9.5" G.0" 10.5"13.0" �/� 3._ _ .. . _ _100 16.0" 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" 10.5"13.0"16.0" 9.5" 6.0" 10.5"13.0"16.0" 9.5" 6.0" 10.5"13.0"
__ -___ __5/16"ELCO ULTRACON WITH 43 16.0" 16.0"16.0"16.0"16.0"16.0"13.5"16.0"16.0"I6.0"12.0" 8.0" 13.5"16,0"16.0"16.0"16.0"16.0"16.0"16.0" 16.0"15.0"16.0"16.0"16.0"13.0" 9.0" 15.0"16,0" X1-7/4"EMBED 3500 sl MIN 53 16.0" 16.0"16.0"16.0"16.0" 15.5"10.0'•16.0"16.0"16.0" 9.5" 6.5" 11.5"13.5"1G.0"SG.0"IG.0"16.0"16.0"16.0"16.0"11.0"16.0"16.0"16.0"10.5" 7.5" 12.5"15.0" ul UW( P __ ___ _-_- __ __CONC) 62 16.0" 12.5"16.0"16.0"16,0"12.0" 8.0" 14.0"16.0"16_0" 9.5" 6,5" 11.5"1J.5"16.0"16.0"14.0"16.0"16.0"16.0"13.5" 9.0" I5.0"16.0"]6.0"10.5" 7.5" 12.5"15.0" I 4:zA . 70 16.0" 10.5"16.0"16.0"16.0"10.0" 7.0" 12.0"14.5"I6.0" 9.5" 6.5" 11.5"17.5"16.0"16.0"11.5"16.0"16.0"16.0"11.0" 7.5" 17.0"16.0"16.0"10.5" 7.5" 12.5"15.0" 7 V �m$uLU100 16.0" 6.5" 11.5"13.5"16.0" 9.5" 6.5" 11.5"13.5"16.0" 9.5" 6.5" 11.5"13.5"16.0"10.5'• 7.5" 12.5'15.0"16.0"10.5" 7.5" 12.5"15.0"16.0"10.5" 7.5" 12.5"15.0" W W ?�
I/4"304 SS POWERS TAPPER 1-1/2"h1IN EDGE_DISTANCE _ 3"MIN EDGE_DISTANCE __ _ ___ 3
W/1-7/4"EFIBED(3000psi C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS CS C2 C3 C4 CS C1 C2 C3 C4 CS (n
6FS"' MIN CONC)
.5 0"
_ p43 16.0"14.5" 6.5 8.5" 16.0"12.5" 7.0" 4.0" 6.0" 12.5" 0 3.5" .0 55 16,0 16.0"13.5"16.0•16.0 .0 12.0 0 7 80 W
53 14.0" 8.5" 4.5" " 6.0" 3.0" 4.0 16.0"16.0" 9.5" 17.5 16.0"116.0" 9.5 6. G.00" 6.5" 85"
012.020
11." 6.5 5" 5." 3.0 3,0 16.0" 3.0" 7.5" 110 16.0 145 " 46,5" 8.5" O
g
>a
3 " 16.0
" 4. 8, 6 5"3.00
.0" 0- 62 2 3 "
9.5" 5.0 ' "70 J .
5 6.0" 3.0"3.0" 4.0" 0 3.0" 6.0" 4.0 6.5 8.5 2.0 85 6.0 c
--_. n
g,
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
I."MIN EDGE DISTANCE 2-1/2'MIN EDGE DISTANCE y. Y
Scans Up To 6'-0" Spans Up To 8'-3" Spans UD To 12'-0" Spans UD To 6'-0" Spans UD To 8'-3" Spans Up To 12'-0"
G LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE
d o ANCHOR (W)
CI C2 C3 C4 CS CL C2 C3 C4 CS CI C2 C3 C4 C5 CI C2 I C3 I C4 CS C1 C2 C3 C4 C5 C1 C2 C3 C4 CS En rn G m
a 1/4"ITW TAPCON WITH 43 8.5" 7.0" 3.5" 8.5" 6.0" 3.5" 6.0•' 3.5" 11.5"10.0" 5.0" 6.5" 11.5" B.5" 4.5" 3.0" 4.5" B.5" 4.5" 3.0" -0.0" ;=.,c a p t"1
53 7.0"
7.0"
$mo 1-1 'EMBED
4. / 3.5"1.5';
%5 0/l9.5 46.0 33.,505"
3.5" B.0" 8.0" 50" 3.0""" _46396//....._000"_ 54
44a4_......0000o0_"5.56.0" 6470 4.5 _,0" 6.5" 5" .5" .0"100 .0
1d" CO _T43 13.0" 6.5" 13.0" 9.0" 13.0" 9.0" 4. 3.0"RACONWITH 1.114"EFBED . . 0" 10.5" 6.5"
53
1051,
62 8.5" 0", 3.0"09.0 5.70 7.0• 7.0" 5"
ttawpgily'
7.5" 4.5";
100 4.0" 3.0" 4.0"i 3.0" 4.0"
O 1/4"MILLENIUM MILLFAST 43 12.5"10.5" 4.0"15.0" 12.5" 9.0" 5.0" 9.0" 5.0" a.0" 13.5"11.5" 5.5" 7.5 13.5" 10.0I 5.5 5.0" 10.0" 5,5" 4.5" o
m ANCHOR W/1-1/4"EMBED 53 10.0" G.0" 4.0" 10.0" 6.5" 6.0" 4,0" 11.0" 6.5" 4.0" 5.5" 11.0" 7.0 4.0" 7.0" 4.5"
o 62 8.0" 4.0" 9.0" 5.0" 5.0" 9.5" 5.5" 4.5" 4.5"
70 6.5" 7.0" 4.0" 4.0" 7.5" 4.0" 4,0" 8.0" 4.5" 4.5"
U
f00 4,0" 4.0" 4.0" 4.5" 4.5" 4.5"
U 1-1/4"MIN EDGE DISTANCE __7."MIN EDGE DISTANCE
u 1/4'ALL-POINTS SOLID-SET - - - - - --
"
-10
ANCHOR W/7/8"EMBED 8 C1 C2 C3 C4 CS C1 C2 C3 C4 C5 CI C2 C3 C4 C5 C1 C2 C3 C4 CS CI C2 C3 C4 CS CI C1 C3 C9 CS e!
% 0 1/4-20 SS MACHINE SCREW 43 15.0"13.0" 5.0" 6.0'_15.0"It.0" 6.0" 3.0" 4.0" 11.0" 6.0" 3.0" 5.0" IG.0"1G.0" 8,5" 10.0"16.0"16.0"10.5" 5.0" 7.ffJ60".."11.0" 5.5" 3.0" 4.5" 8.5" a , 'y
= 53 12.5" 7.5" 3.5" 4.5" 12.5" 8.0" 4.0" 3.5" 8.0" 5.0"% 3.5" 16:0"13.0" 6.0" 8.0" 16.0"14.0" 7.5" 4.0" 5. 9.0 4.5" 4.0" 6.5" `d d
62 10.0" 5.5"% 4.0" 10.5" 6.5" 3.0" 5.0" 5.0" 3.5" 16,0" 9.5" 5.0" 6.5" I6.0"11.0" 5.5" 3.0" 9,0" 4.5" 4,0" 6.5"70 8.5" 4.5" 3.5" 9.0" 5.5" 0" 5.0•' 3.5" 14.5" 8.0" 4.0" 6,0" 15.5" 9.5" 4.5" 4. 9.0•' 4.5" 4.0" 6.5" ' �
__.. ..-
E 1.00 5,0" 3.5" 5.0" 3.5" 5.0" 3.5" 9.0" 4.5" 4.0" 6,5" 9.0" 4.5" 4.0" 6.5" 9.0" 4.5" 4.0" 6.5"
5/16"ITW 7APCON XL WITH 3"MIN EDGE DISTANCE 4'MIN EDGE DISTANCE
-- -- -
m 1-3/4"EMBED CI C2 C3 C4 CS C3 C2 C3 C4 CS C1 C2 C3 C4 CS CI C2 C3 C4 I CS CI C2 C3 C4 CS Ct C2 C3 C4 CS @k
'• q3 16.0"16.0" 9.0"
.1192..'1111.01
12_0" 0"16_0"14. 7.5",5.0" 8.5" 14.0" 8.0 4.0" 3.0" 5.5'• 6.5" g atl@
6.0 9.5 6.5" 10.0" 6.5" 4,5" 4.5"
8.0" 13.0" 8,0" 4.0" 5.5" 6.5" 6.5" 4,5" 4.5"
4.5" 4.5"
4.5"
1-9/16"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE t%dO &&&83p
5/16"ELCO ULTRACON WITH Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 U CS C1 C2 C7 C4 CS WPYWKFRVNL BEIEUM P.E.
1.1/4"EMBED 43 12.0"10,0" 12.0" 8.5"
53 9.5" 6.0" 9.5" 6.0" 6.0" 16.0"10.5" 6.0" 8.5" 16.0"11.0" 6,0" 10.5" 7.0" 15-2339
E 62 8.0" 8.0" 14.0_" J.5"j/// 7.0" 14.5" 8.5" 7.0" J.0" SCALE:
70 6.5" 7.0" 11.5" 6.0"�/ 6.0" 12.0" 7.0" 7.0" PAGE DESCRIPTION:
E 100
ANCHOR NOTES:SEE SHEET O
{ 9 FOR ANCHOR NOTES.
S
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK HAtal n%a;P.E•
_ 2^MIN EDGE DISTANCE
ri Spans Up To 6'-0" Spans Uo To 8'-3" Spans Up To 12'-0" ?<( 7
LOAD CONN TYPE CONN TYPE CONN TYPE Z •• �`
O ANCHOR (psf) Cl C2 I C3 Cl C5 Cl C2 C3 I C4 I CS Cl C2 C3 C4 CS
0.465
#12 SMS V//2"EYE4VALl43 1fi.0" 7.5" 9.0" 16.0"15.5" 8.5" 4.5" 6.5" 15.5" 8.5"
ARMOR INSERT W/1-1/4" 53 16.16.0"0" 5.0" 7.0" 16.0"11.0" 6.0" 3.5"
EMBEDO 16020 74..00" 36..05" 1154..05" 9.0" 4.5
70 6 5 34..50•' 1..5y .5" 2.5 7.5" 3.5 0" 77..00"
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0 LOAD CONN TYPE CONN TYPE CONN TYPE Z
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x Cl C2 C3 U CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS w
1/4"LAG SCREW WITH 1-3/4" 43 16.0"16.0"11.5"12.5"16.0"16.0"16.0" 7.5" 9.0" 16.0"16.0"14.5 4.5 6.0" 16.0" O°
MIN THREAD PENETRATION 53 16.0"16.0" 8.5" 10.0"16.0•'16.0•'16.0" 6.0" 7.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0•' !n J
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LL 70 16.0"16.0'• 6.0•• 7.5" 16.0" 16.0"12.5" 4.0" 5.5" 16.0"16.0'•11,5" 4,0" S.0" 16.0" .3 O
. . . 10" .5 0 5,0" 16.0"16.0' 11.5• 4.0" 5.0• 16.0"100 16.0 115 40 5.0 1G0 1 "
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WOOD BUSHING WITH 43 16.0"1_6_.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"
$' i 1.13"MIN EMBED&1/4-20/ 53 16.0"10.5" 5.5" 8.0" 16.0"11.0" 6.0" 3.5' S.5" 11.0" 7.0" 3.5" 4.0" 5.0"
SS MACHINE SCREW fit 14.0" e.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" G
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00 "L�mm 70 17..0" 6.0" 3.5" 5,5•' 12.5" 7.5" 3.5" 4.0" 55" 7.0" 3.5" 4.0" 5.0"
3 100 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" 7.0" 3.5" /4.0" 5.0"
#14 SMS OR#14 WOOD 43 16.0"16.0" 12.5•'14.5"16.0"16.0"16.0" 8.0" 10,0"16.0"16.0"11.5" 5.0" 7.0" 16.0" N p!1+
SCREW WITH 1-3/4"MIN 53 16.0"16.0" 9.0" 11.5"16.0"16.0"I5.0" fi.0" 8.0" 16.0"16.0" 9.5" 4.0" 5.5'• 13.0" wi=�d
THREAD PENETRATION -
d 62 16.0"16.0" 7.5" 9.5" 16.0' 16,0"11.5" 5.0" 7.0" 16.0"16.0" 9.5" 4.0" 5.5"
m
70 16.0"16.0" 6.5" 8.5" 16.0" 16.0"10.0" 4.5" G.0" 14.0" 16.0" 9.5" 4.0" 5.5" 13.0"
100 16.0" 9.5" 4.O" S.5" 13.0" 16.0" 16.0" 9.5" 4.0"1 5.5" 13.0" �.c e p n
ANCHOR SCHEDULE: WOOD (G=0.42)
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LOAD CONN TYPE CONN TYE CONN TYPE •S
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(psf) Cl C2 C3 C4 CS Cl C2 C3 Cl CS Cl C2 C3 C4 CS 3 g
1/4"LAG SCREW WITH 1-3/4" 43 16.0"16.0" 9.0" 10.0"16.0"16.0"16.0" 5.5" 7.O" 16.0"16.0" 9.5" 3.5" 4.5" 15.0" v
MIN THREAD PENETRATION 53 16.0"16.0" 6.5" 8.0•' 16.0"16.0"12.5" 4.5" 5.5" 16.0••15.0" 7.5'" 3.0" 4.0" 11.0"
t< 62 16.0"16,0" 5.5" 6.5" 16.0"16.0" 9.5" 3.5" 5.0" 35.0"15.0" 7.5"I 3.0" 4.0" 11.0•' O v
$ c 70 16.0" 13.5'• 4.5" 6.0" 16.0"16.0" 8.0" 3,0" 4.0'• 11.5"15.0" 7.5" 3.0" 4.0•' 11.0" r
100 15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4.0" 11.0" 15.0" 7.5" 3.0" 4.0" 11.0"
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414 SMS OR 414 WOOD 43 16.0"16.0'• 8.51' 10.5"16.0"16.0•'12.5•• 5.5'• 7.0" 16.0•' 13.0" 65" 3.5" 5.0" 10.5"
SCREW WITH 1-3/4"MIN '
/"' S3 16.0"16.0" 6.5" B.0" 16.0"16.0" 8.5" 4.0" 5.5" 16.0"M. 5.5" 2.5" 4,0" 7,5"
3 THREAD PENETRATION 62 16.0"11.5" 5.0" 7.0" 16.0"13.0" G.5" 3.5" S.0" 10_5" 10.5" 5.5" 2.5" 4.0" 7.5"
70 16.0" 9.5" 4.5•' 6.0" 16.0"11.0" 5.5•' 3.0'• 4.0" B_0" 10.5" 5.5" 2.5" 4.0" 7.5"
100 10.5•' S.5•• 2.5" 4.0" 7,5" 10.5" 5.5" 2.5" 4.0" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5" 9 Oil m 5'
ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK QY� g
4"MIN EDGE DISTANCE '
ri Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0"
17. LOAD CONN TYPE CONN TYPE CONN TYPE g
m o ANCHOR
x (Psi Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS e
5/16"I7W TAPCON XL W/ 43 16.0•'16_0"16.0"16.0"16.0"16.0"16.0"15.0"16.0"16.0"16.0"15.0" 9.0" 14.0"16.0" eyL�6
U, 2-1/4"MIN.EMBED 53 16,0"16.0•'16.0"16.0"16.0"16.0"16.0"11.0•'16.0"16.0"16.0"12.0" 7.5" 12.0"16.0" D, 85
p �pI�ILp G2 16.0"16.0"14.0" 16.0"IG.O"1G.0"15.0" 9.0" 14.0"16.0" 16.0"12.0" 7.5" 12.0"16.0" d 7y
€ 70 16.0"16.0"11.5" 16.0"16.0"16.0"12.5" 8.0" 12.5" 16_.0" I60"12.0" 7.5" 12,0"16.0" k 83
100 16.0"12.0" 7.5" 12.0"I6.0"16.0"12.0" 7.5" 12.0" 16.0" 16.0"12.0" 7.5" 12.0"16.0" a!IE g S BR
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5/16'ELCO ULTRACON W/ 43 16.0"16.0"10.5" 14,0"16.0"16.0"10.5" 6.5" 9.5" 16.0"11.0"Wllllllll,.7
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O 2.1/4^MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16.0"14.0" 7.5" 7.S" 13.5" 9.0" CCP57iIGRIfNMCLBEnW/RA PE.
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WORM5.5" GS'_ 9.0_m 5.5" 6,5" 9.0•• PAGE OESCRIPTIONi
L9 Qj _ 2"MIN EDGE DISTANCE
_ CS C2 C7 I C4 CS Cl I C2 I_C3C9_ CS Cl C2 C3 C4_ C5_
#12 SMS W/2"EYEWALL 43 16.0"16.0" 9.5" 11.5"16.0"16.0"114.0" 6.0" 8.0" 16.0'1 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"36.0" 9.5" 4.5" 6.5" 16.0"11.5"
62 16.0"13.0'• 5.5" 7.5" 16.0•'14S•' 7.5" 3.5" 5.5"
T. --�- ANCHOR NOTES:SEE SHEET
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" 8.5" 9 FOR ANCHOR NOTES.
--
100 11.5" 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0"