HomeMy WebLinkAboutProduct Approval (2) Property Information Building Information
Owner: Chris and Paula Riley i' Wind Zone: 160 MPH.
Address: 5500 Myrtle Dr Exposure Category: B
Ft Pierce,Fl 34982 Minimum Building Dimension: 24 ft.
Mean Roof Height: 15 ft.
Risk Category: II
Design Pressure Calculations
Opening Location Device Device Device Max Positive Max Negative
Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf)
1
flit
--._. _......... ____ . .. ..... .
_._.._ . ........ ..... ......................._. .... ..... ..__ ........ ..._....... .......... ............. .....__ . ...--_. ._ ....- ._........... _.......
4 uit �, ...............� 322.'' X4.9
........ .._... ..._.._ ....... - .....
5 flit 35 '71 7 -31-3 344.
................ ..................... ...... ... . .........-........... ...- . ................. ........._....... .. .._.. ... ................ .., ......... ............._.............................._................................................ ................... ................._...
.
6 Int 35 1-7 7 32 35,s
._._...........-_....... ............................. .__ ..... .. ....._... _ .............._.._.. ............. ......._......-. _.................. _......_ . . ........
7 .
...........
__. ......................... ................................. ......... ............... ...._...._..._.. . ...... ......... z., ..........
8 Int 30 43 7 322.5 �-5.''
_.-.... ......._. ......_.. ._...._.__ _................ . .__._........ ........- .......... ......_— ............._..... ....., .......... _.....___.
9 I .
....._. .....
................. ......................_ ......................--- ...... .................................................... _................................................. ......_
J- int 35 --cn 3"rte
--...._._...................................._.—.__._.._................................._.........._-._...................................................__............................................................
1_l................. ...
3�
�4 Int 42 91 �� , 7
--- _ .. _ _._ ....
15 fUt 22 — - — -T 1 --- - - -7 32.3 7:8
_ ................................._....................__.............................._........._....._._..._.__._............._..._._.__..____..........-...__............___._._.._.................._....___.._.__...__._......................_....._._..._.........___—_..___._.._...______....._
16 Ir-rt 47 47 7 - 31.6
,.6 -— , -34
........................................_.................. ..._.......__....._................_......---._....._............................................................. ....._........................-........._._..._..__....._....................._..__.............__........................._...._......._._._.._._c__......................_..._..__.._._..._.._-.._...................._..._......._...............
1� ,„t -22 7 '7 32.`5 35 2
i_O__........_....-____—_._._.................................--_._....._.._........._._._.^ .. -... _...__...7G......._....._._..............._.......—.__..................._^.,.......__-..........._-_.-.-.--............._.._._._....��.7_-_-.........._._...__......._...........-.-.........................
�J.L_.._.._...........-__
flit 23
35 7
Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.51h Edition(2014)Florida Building Code.
Page 1 of 1
Florida Building Code Online Page 1 of 3
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Profession'a l IU ER:uc cUApproval
ser
•:: ,.,•,,.:: . ::.....::::..�A��-r .}j i;e.;:u>Prr.^u�t gr „li�.'ice- 3� >;ve;-,iic;�:.ti^n i;ist.>Application Detail
�r
FL# F,L1 757-R5
Application Type Revision
Code Version 2
Application Status Approved
Comments
Archived
Product Manufacturer Town and Country Indushr_ies,
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
CategoryShutters
SubcategoryACcordio
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who 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.
=i= Validation Checklist- Hardcopy Received
Certificate of Independence i=t_'3757 ZS t,? Inc::r. "..od
FL 1 3757 R5 C'
)T II'te p 3.odf
FL13757 P5 COT InU r..p f
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=wGEVXQwtDgvgk7yHMuov... 11/30/2015
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
3757 R5 Eqj:J,111. E_ 2 1
'Y
FL--3757 RS E11i v Equiv 1odlf
..... ............. ...........
Ed
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
JFL# IlModel,Number or Name IlDescription
F13757.1 :]16.8 Accordion Shutter 11Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL1.3757 R5 17
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 cl-13',57 R5 AE Eva!,LA'
span/pressure combinations and additional limitations of Created by Independent Third Party: Yes
use.
1.18,175iTW] 1Large missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13757 R5 11 Dwo 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 rS5 AE Eval 2--df
,Ispan/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 �L..'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
Other: See product drawing for additional information, FL'4757 R5 AE Eval 3:D.lf
anchorage,etc. Created by Independent Third Party: Yes J.
Contact Us 1940 North Monroe Street.Tallahassee FL 32299 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.
.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:
M1 N-AN RE R1
htip://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvgk7yHMuov... 11/30/2015
it
%0406
6.8 STREAMLINE SHUTTEGENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING N
CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE *'
INTERNATIONAL BUILDING CODE((IBC AND INTERNATIONAL RESIDENTIAL CODE(IRC).TH15 SYSTEM UNLIMITED WIDTH :-a'•, A o
MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. %'J''• �y eQQ
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
REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-LO AND CHAPTER 1609 OF THE TRACE(/�Z�
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. j v� a
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. tq
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 r CO S w'o
SAFETY FACTOR. ii
S. THll
IS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND W .moi w 3
ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW 3 E 3 m
CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION.
s 6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND zd o w
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. a o p,
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE x w a
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.
8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC ow
" SITE.
9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL a E!
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME
PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER Q Q TM Pn
61GIS-23 OF THE FLORIDA ADMINISTRATIVE CODE.
a 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE Q !w1 F o
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR o M
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM �`� 5 p m
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. o'� E'
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL ?m t
DOCUMENTS. HURRICANE PROTECTION Z
12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING. BOTTOM u c
g OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED DATED AND TRACK E p
SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE
DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE
13. EACH SHUNTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS c S
INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION
FORT LAUDERDALE FL
MISSILE LEVEL D-ASTM E1886,E1996&E330 1 SHUTTER ELEVATION
TAS 201,202&203 N.T.S. EXTERIOR ELEV
g FLORIDA BUILDING CODE APPROVED TABLE 2' 1 �I
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. NON-HVHZ ESSENTIAL "
16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ o1
BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES
17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. Y°g68
I8. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER jA
19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS dq
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. <_30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE
h 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE o 5!
22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK. a
23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 24/4" 1-5/B" 2-3
99" 3.1/2" 1-7/8" 3-518" 1-7/8" 8 9
TABLE 1: TABLE 1 NOTES: 120" 4-1/8" 2' 2'
1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8" 2" 5" P. ga9�
ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE
MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES:
SPAN SCHEDULE AMI-DADE COUNTY AND BROWARD COUNTY FLORIDA.
AT EACH RESPECTIVE SHUTTER SPAN. 7. NNOW-H DHZI DEF DEFINED FNED AS IAS ALL LOCATIONS OTHER THAN MIAMI--DADE COUNTY AND BROWARD COUNTY COP,D1d MML804MOPB
POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FLaAI6F.' 15-2339
SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND
SHUTTER DESIGN DESIGN BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A PA E -
SPAN PRESSURE PRESSURE vnae oescruPnon;
.s DESIGN PRESSURES FOR THF.NEXT HIGHER MINIMUM SPAN OF ZONES
LEAST THROUGH
PSF (PSF) SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL
72" 100 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30'
a€� ABOVE GRADE.
N 99" 70 70 5, LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE 9
120" 53 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED.
6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM
t
144" 1 43 40 E1996.09.
a
.EIWI AEN;fRDO,P.E.
PROJECTION VARIES \\\\
0.115^2.874" y- 4.874"MAX, `` •'Y� �/�
T
D.DeD^
0.125" O.osz• 0.450^ a 0• z
0 0 1.708" 0.100" --1.830" 0.062" * rrnn
ry 1.708" 0.100^ N -T- �_ 0.080" 0.063"
0.195° p�g6�.L. 0.195" r 0.0070 0.Y.6
N_ 2.820" ,• TE �p pv'�•Q•:�
�I 0.125• O.M.300.062" j-�.1.908".-{
t iD t in 01.993"� I I 4/ �`-•• /''f i
0.630" 0.062• 0.630° 0.062' ^y -L1- 0.143" 0.096"
;. '--L•" .069"-� 0.971° 0.971"1 0.143^ //// `511 a\1`8.�a
-0.200" �' 0 60" V620��
0.630" >0.062 I I 0.062" 0.200• 0.630" Q-1.069" }-1.069-{ 0.0621 QW°-I 7SUPPORT LEG OPTIONAL II �-1.069"-I'i 0'062" 0° `1.069" W w
3
5 745"MAX.
�r WAtL'x"'SJi� O$UILD OT-M LL-7 O3 STREAMLINE CEILING TRACK OSTREAMLINE WALL TRACK HEAVY HEADER/SILL g` LITE' HEADER/SIL"L 'oai 3
r SCALE:NALF'SIZE A'LE HAL°F,�SIZEti'.j SCALE.HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE •+� a
WHERE SHOWN,SCREW BOSSES
&FELT GROVES ARE OPTIONAL G
ON ALL EXTRUSIONS m
0.874"�-
mb i$ 0.781" 2.65_5." 0I1.875"
2.195° o.510"
2,195" 1I 1.2Mr3i 0
1.229° { 0.105° 0.060"
2,655 ° 2{I 362"
0.105"
1.069• E I Z" . •1�N- �4.84'" -��OII�••�\w��p�a�v-�C
`UKzfroof
Q
6954.510
3 0.075" 0075" E
-1 a.s6.044"0.105" -L lo Ll
NOTE:TESTED THICKNESS OF0 0Cppg�c
g
.g° �-• 4.510" � 3.506" DARE METAL W/0 PAINT IS 0.039-
EXTENDED BO SILL AD%CP�TER7 gO EXTENDED SILL �p EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM 13 6'8 SITREAMLINEafSLzAT%B LADE �rr0
g SC'AiE�HALF SIZE �-- - SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE -�+jSC'ALE--HA' I
SCALE:HALF SIZE •-�
C
R
d
b g'
080.40""77"
1.570O.OBpl' l,00.6'1' 70"
0 510
.0.143" 05900340.245"
o.us^1.70 - 0.143"04
.753" m
0,090" 0.096"
4.510"
.630.080,
OOFMusraGI
IIFM13 '.L
.N�Y�
eaW
�SM
M
0.044" 0.2270.682" 0 " .
0.693• 15-2339
NOTE:THICKNESS OFMETAL W/O PAINT S OB039"ARE2.822" 1.625"A 0.420" !AGE DESCRIPTION,
5 �g 6.8 STREAMLINE STACK RADIUS CEILING HEADER/SILL 17 6.8 STARTER �g WALL SILL CLIP �gb WALL SILL
SCALE:HALF SIZE SCALE.HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE or
Jf J
f
Ig DO,P.E.
eaoym. /y
T+0.125" 0.610" STAINLESS STEEL 280^�-' �0' NYLON WASHER OR
ASSEMBLY 4 0' ALUMINUM {--X0.357" �
0.320"0 HOLE N vOwi 0.276"In' Y
oa o z o #10 x 7.-3/4"410 HT S.S.
0 0 880 I TON -+u a a m INSERTS SCREW W/TC ULTRACOTE � 0.591"
0.OSp° WHEEL i�p
O1.0.1200'1.100 { �-0.240" NT
INTO COATING
TRACK (TYP TOP&BOTfOM) n 0.062"- - 1�/.NYLON BUSHING W/WASHER:
5'MAX. TYP•AT EVERY OTHER 0.750" 7/16"0 x 1/2"C1 INTERIOR JOINT TOP 0� 154-- ..0.137' //////�/� •
INSIDE JOINT AT TOP. 7/16"0 x 1"@ INTERIOR JOINT BOTTOM / `,`
19 ANGLE - 1 -- HOUSING-ZINC DI BRASS,
NICKS COATED L PLATED EITHER CAN BE USED 0 ,.EXyTERIOR I U 01
O SCALE:HALF SIZE 22 TROLLER ASSEMBLY 2 'BUSEIING."ASSEMBLY DEtiTAII! 2B BOX CENTER INSERT (� a u� n
5[ArE�'HAL'F31ZE NOTE: MAY BE KEY OPERATED OUTSIDE a'X75 C1gLEPHACF'SIZE- SCALE:HALF SIZE w°
OR KEY/THUMB TURN OPERATED INSIDE. d�"C7 Z NO 3
{0.250" 23, BRASS:RIDS, LTOC W 3 wWr 3 a
LgIEi HAL`-F;SIZE O 3�
ow
80.155" 1.978" 2.125" wi O
110.500" 4.000" 0.236' 1.742^ 0,286° 1.603" 0.267" a
0.500•' 1.710' 1.224"
0.623"
N 0.790" 0.090' 0.319" ro } 0.531"
ri 0.064" no
2.250"� ✓ri 0.09 n -�
0.250' �1' o
J I I
d 0.118" "1 x-0.224" 0.239" �-* vii ro m T-F- O.607"
N �$
0.060" 0,496" 0.240"
2.750" l 2.000" 1.758°•--I O m
" 27 RAINGUARD 2g DECORATIVE FLOOR TRACK 3.476" o.zao^ 0?m a'
O SCALE:HALF SIZE O SCALE:HALF SIZE 0.160 0.222"
1.001 0.062" 0.062' 1 r x0.062' �-0.176" •g
g 301UNIMAiTElLOCKi. MALE BOX CENTER 32 FEMALE BOX CENTER `/�
y SALES HALE-SR SCALE:HALF SIZE SCALE:HALF SIZE \E o
8 J 3�
m ` $0.062" o g
5.500"x 13/16"WIDE G [-+0.400-
7/16-0
7/16"0 STAINLESS
R ,A 167" STEEL NUT
T
30
n 0.125" "' 0
M
T-T- 0.438"
0.188° 5/16-18x1 MACHINE SCREW a`N•:. ', a;
8 -�- NP• 5/16"0 INTERNAL STAINLESS STEEL N 0.121" °
IT- 4.500" �f 0.689" POWDER COATED,ZINC DIE-CAST THREAD c �
SECTION A HEAD SME VARIES 333 88
DELTA MODEL 2022 36'T�LOCK.. ADAPTER? 37 T-SCREW INSERT 38 THUMB SCREW " Loso^ s3
€ INDUSTRIAL SYSTEMS O-�'OPITI.ON'AL" '''_,_•_ O SCALE:FULL SIZE O SCALE:FULL SIZE 0 0.254" 40a 40b 40c .^
s 35 BOX LOCK ✓5CALEHALF SIZE 0.319
w SCALE:HALF SIZE �- END STRIP 1" o rc
j-2.000"--� 2° & 3" EXT a
0.1zs°
�-1.625" f--1.500°•--f SCALE: HALF SIZE 6lei
6
0,125"
0.050" 0.093" a d
0.17.5" �`d '�:
� 0.085" o a� .9 E1
T ^ p o 0.125" C(F(MMAN(LBFhN MORE.
0 0 0.093" ^�
0.250"-
SCALE,
`j 0.085" ri
1 L 15-2339
yE N SCALE: - -
,5 I
PACE DESCRIPTION:
7.000° of
205S ALT�IQENDISTRIP 21 1.5 x3
x3"x0.093" ANGLE 25 2" "x0.125" ANGLE 99
39 2X7 ANGLE 12'2E:;HALF'SIH2�-' O SCALE.HALF SIZE O SCALE,HALF SIZE
SCALE,HALF SIZE
if
.r'
99i
ANY ANCHOR PER ANCHOR EDGE DIST,CHEDULE @ 18"O.C. DIST.GLAZING SEE END STRIPSCHEDULE FOR MA .ANGE EMBED SPAN WHEN USI "1
EMBED. 17 Z (INTERIOR) LEG D RECITON yq� '`F OR 408,TAR40b OR c,
IN I- 17 II II1/4" OR 6.8 STARTERMMAX. WITH 21 OR 25.ANIING E,06 x °MIN.TO 2Tx5LMAX. 21 25EDGE (ANGLE LEG MAY BE REVERSED) FASTEN ANGLE TO TRACK W/DIST. NCHORPER ANCHOR'' (2 ffilOxl"SCREWS AT >SCHEOULEC 8"O.G7 CORNER,TOP&BOTTOM;ANDZ ATTACH TO 6.8 STARTER W/ w 5 13 - #12 x 1/2"GALVANIZED OR
13 #12 x 1/2"GALVANIZED OR S.S.SMSS.S.SMS,3/1670 ALUM.POP zw •• 3 m
l 6.80"(TYP.) YlrUSE 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE w M,
(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18"D.C. ATE END STRIP DETAIL DOLT It rvur @ ls°o.c. In
(EXTERIOR) 5/16-18�UMB SCREW INTO THREADED .8 STARTER AND ANGLE w g a<
INSERT 37 AT 1J3 SPAN TO 2/3 SPAN SCALE,3"=1'-0'• ANY TRACK W/ -o Wt
SCREW BOSSES. �i D
TYPICAL PLAN VIEW FROM H OM OF SHUTTER.RECEIVING END STRIP SCHEDUe
HOLE SHALL BE 3/8"MAX WIDTH,UP TO pSF JV9'
SCALE:3"=V-0" 1"HEIGHT. 178/0(2.7") 62
m ® 72 n
112 h
USE(1)BRASS PUSH LOCK 712
OR(1)5/16-10 THUMB LOCKING DETAILS FOR 62 SEE END STRIP
SCREW 137) THREADED 2"B/0(3.7")
INSERT (37) AT 1/3 SPAN CENTER MATES ® 72 SCHEDULE FOR MAX. _w 3
TO 2/3 AN FROM SHOWN ON RANDOM 82 ry *4\
SPAN WHEN USING
BOTTOM OF SHUTTER. 62 D,
a RECEIVING H OL E SHALL BE 30 DETAILS 3"BIO(4.7o 72 q3F20,40a,40b OR 40c, 1- o
3/8"MAX WIDTH,UP TO 13 ® 82 tg9F, OR 6.8 STARTER1"HEIGHT. 30 62 Yp, WITH 21 OR 25. ..5*D m
ALT.
/0 782 905 �i z;2 1 a!
_ 20 112 81" SE APPROPRIATE TARTER STRIP E1.67x3" 45 93" PROVIDE CLOSURE
13 x0.UB3" 52 57 87" FOR
3` BUILDING CONDITIONS.
3 sI 64 78" FASTEN STARTER STRIP o g
(INSIDE) l 73„— TO TRACK W/(2)#10x1" y g
4 I 27x3' 45 139 SCREWS AT CORNER,TOP aryS
x0.125" 52 129 ALTERNATE END STRIP DETAIL
&BOTTOM.
57
09 60 120" ANY TRACK W/SCREW
p 13 FD, a8 SCALE+3"=1'-0" BOSSES.
R � I O 74 ��e,
H
p 7 1091,
^ lil
SILL FOR GREATER SPANS OR LOADS THAN
N° Q I SHOWN IN END STRIP SCHEDULE,END ■ 1I
g I STRIPS REWIRE A 1'X1'.090'CLIP ANGLE
(n MIDSPAN USING ANYANOIOR ON THE EXISTING GLASS A �•
ANCHOR SCHEDULE 4!140/4-TEK
0 v 13 SCREW OR 114.20 DOLTTO END STRIP. g 6a
30 w USE(1) SS PUSH LOCK (INSIDE)
I USE(11 BRASS PUSH LOCK F OR(1)5/16-18 THUMB
OR(1)5/�16-18 THUMB 30 13 SCREW I O THREADED
H SCREW IIIpp7�))0 THREADED r INSERT 37 AT 1/3 SPAN SILL
TO 2R/3 S'P7.N FROM SPAN Y 4 /
DI TO 2/3 AN FROM „ll
BOTTOM OF SHUT�ER. (OUTSIDE) a BOTTOM OF SHUTTER 8 G
RECEIVING HOLE S ALL BE �
3/8"MAX WIDTH,UP T
1"HEIGHT. Z3 a
O TYPICAL OUTSIDE CORNER CLOSURE �
CCt DETAILS WO/CORNER POST 3s 30
— — —— — —— _ •��YR
NTS 13 30 WPYRIGHINWC(L BENTIIRWPF.
13 \ 31 215 13 23 (OUTSIDE) 15-2339
`SILL USE(1)BOX LOCK AT 1/3 SCALEtSCRTPTION:
S SPAN TO 2/3 SPAN FROM
BOTTOM OF SHUTTER
CC2 TYPICAL INSIDE CORNER CLOSUREF
DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY
NTS 0.q SCALE,3"=1'-0" d
= OS iC
S
\\\3 PROD
Cl CONNECTION TYPE
REFERENCE ANCHOR EXISTING HOST 9Q
SCHEDULE FOR MAX. STRUCTURE rX-
SPACING •,•�'F !1 1�i7 Jr'.
i` 1 Cl CONNECTION TYPE • 1/4-20 MACHINE BOLT S
\ REFERENCE ANCHOR 1/2" W/NUT @ 12"O.C.OR .3 '
SCHEDULE FOR MAX. ® #14 SMS @ 6"O.C. z
\ SPACING 1�2,� (TYP.TOP 8 BOTTOM) TA n�M•,R,?
ALUM. TUBE ` ��i�/C
Mot 4,
2 FASTENERS I �i A1� 14
6063-T6 ALLOY i 1- /� \I
3
EACH ANGLE SEE TAB A FOR SIZE. �0 80R 66 w ����/ �i�ia
I ALTERNATE THRU BOLT O /qv<7 1�=&o�C. J
1"
.2::." 1/B" j U W W
OR 2"x 2"x 1/B" I' Cl CONNECTION TYPE w
ALUM.ANGLE ° + _ REFERENCE ANCHOR ES MR GLASS
W N Z t m Q W 6
SCHEDULE FOR MAX. PER TABLE 2 13 w OG
° 13 x SPACING =aG j Npq
THREE 3/16"0 ALUM. W "w Y 3 b
GLASS itttt� ei
POP RIVETS OR ° 17 IIA I OR DOOR—11 X N vai F 3 W
THREE#12 SMS,TYP. u =w No W
3/16"0 ALUM.POP ~ I � � ¢ ¢
17 RIVE@ 18TOC.OR#12 SMS
_ / A(�RHq�� �0 OR �Lu
z / .mi�� a
TABLE A(cp \ / 7g
c PRESSURE VS ALLOWABLE LENGTH/ tv \ D w
PEP 2No"B%p8� 3x3"xlg* MAY USE MALE DR —� wyl \
FEMALE LOCK-SLAT w❑ I m
�i 62 130' 188' 13 ALTERNATE THRU BOLT 1/4"MAX.FROM PIN
C5 CONNECTION TYPE Cl CONNECTION TYPE GUIDE TO BUSHING
72 124" 17T CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR Br-.y-1 \ WASHER(TYP.) Wig
82 119" 172" NTS SCHEDULE FOR MAX. SCHEDULE FOR MAX.
6 92 114" 16Y SPACING 14x3/4"SMS @ 9"O.C. Fa-a Y o
102 110" 160' / ANGLE TO TUBE CONNECTION (nof M
C B O M
120 109" Iqr EXISTING HOST EMBED. I 'x 2"x.125" p� a
g" 15B TABLE B(CC9) 6063-T6 ALUM.TUBE O z t m
3 200 88" 114" PRESSURE VS ALLOWABLE LENGTH STRUCTURE 5 CONNECTION TYPE ggg
2"x2"xl B' 3'z3'zi 8'
—EDGE DISTANCE REFERENCE ANCHOR m
// // SCHEDULE FOR MAX. E
PSF WITH B/O WITH B/O SPACINGS c O
8 62 113" 166" E 3 g
7z Ior lsr FASTENER @ 1e' o.c. Cb ALTERNATE BUILD OUT MOUNT SECTION a
(USE ANY ANCHOR SHOWN S
82 101• 147" IN ANCHOR SCHEDULEI. SCALE 3"=1'-0"
92 95• 13V
102 90' 1327 CC.
E 120 63' 122" 0:
ISO 79' 109" w
F 200 64' 94" w F~- m
2"x2"x 1~- =pa0
3/16 RIVET OR#12 SMS ALUM.TUBETTYP. EPARATSON 19 = z u
@ 1B"O.C. OR 1/4-2 17
NUT&BOLT(TYP.). 3/16"0 ALUM.POP F GLASS PER TABLE X o z m sm Y,
Qq
ALUM. TUBE RIVET OR#12 SMS 4~ OR DOOR a o pQ,Ia 8� Z�B�
6063-T6 ALLOY @ 18"O.C.(TYP.) E N3 ,
E. SEE TABLE B FOR SIZE. 2"x 5"x 1/B"
2 FASTENERS x CONTINUOUS c '7
EACH ANGLE ALUMINUM ANGLE INSIDE 3 16
m 1"x 2"x.093"6063-T6 OPTIONAL ANGLE 6
THREE 3/16"0 ALUM.
ALUM.ANGLE,TYP. ° POP RIVETS OR 17 ORIENTATION TYP. 17 w - 6 G
17 THREE#12 SMS,TYP.
° o _ T'x 2"x 1/8"
13 OR 2"x 2"x 1/0" REFERENCE nANCHORq®
> ALUM.ANGLE SCHEDULE FOR MAX. z-R .R 0e
`USE MALE OR FEMALE SPACING O7PYWGHIERN LBERWMPE.
LOCK-SLAT EXISTING CONCRETE, 15_2339
13 73 BLOCK OR WOOD FRAMING
NV
(OUTSIDE) EE INSIDE SILL MOUNT SECTION
PAGE DESCRIPRONI
#12 x 1/2"GALVANIZED SCALE,3 1'-0"
OR S.S.SMS,3/16"0 ALUM.
CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS
NTS MACHINE BOLT 8 NUT SCALE,3"-l'-0"
gLa 18"D.C.
x
,f Npfl.P.E.
C5 CONNECTION TYPE lr 46C.gNNREFERENCgy���/i''
z�
SCHEDULE EFOR MAX. STRUCTURE `, 4S � ,1
o❑ SPACING •O`,/ 111
❑❑ 5"MAX. 1/4-20 MACHINE BOLT
GLASS ¢ w GLASS *14
w Cl CONNECTION TYPE ,
OR DOOR W u u OR DOORw w J REFERENCE ANCHOR 19 W/NUT(al 12"O.C.OR
r W w Yr w 7❑ SCHEDULE FOR MAX. O 014 SMS(al 6"O.C.
¢Z~ 13 w=W SPACING /y• (TYP.TOP&BOTTOM) +��¢ QFmMN uj w F Z u m /2" "!f•• ❑ ',• gi
mUIJl7-w¢ 941/4"-20 THRU BOLT W/ GLASS Q M 014 x 1/2"SMS @)12"O.CPER PERX z z f-LOCK NUT 0)12"O.C.OR EPARATI y H w F¢- OR 3/16"0 ALUM.PO ¢ o B5 OR 6 OR12 x 1/2"SMS 0 12"AL O.C.E.S. PER Z F RIVETS(la 6"D.C. OR 1/4" E [A W ❑ 0RgOR 3/16"0 ALUM.POP TABLE2 w❑ ALUM.PDP RIVETS Lm 12"O.C ¢ wRIVETS@6"O.C. E.S. \ J= rur >R 1/4"m ALUM.POPRIVETS / w 11 AND 3OMN GLA55 w r J n ¢6"cm 12"O.C.E.S. ASSEMBL1/4"MAX.FROM PIN =o w1/4"MAX.FROM PIN YP, GUIDE TOB 5 ING PER T�ABLE2 U mAND OO GUIDE TO BUSHINGWASHER{TYP.) ❑ =m W .NOASSEMBLY WASHER(TYP.I mGLASS w oWW/ 1/2" 1/2"TYP. EXISTING CONCRETE, 3 CONNECTION TYPE OR DOOR—j( X z❑zBLOCK OR WOOD FRAMING REFERENCE ANCHOR {I ¢ p a O LULU
SCHEDULE FOR MAX.NSPACING <wEDGE REFERENCE ANCHORSCHEDULE FOR MAX.
DIST. SPACING AS SHOWN10 3 CONNECTION TYPE IN DIAGRAM ON PG.9 Wo (5]06 6RREFERENCE ANCHOR EXISTING CON , �3 1/4" FROM PIN
SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING /
SPACING.ALT.FASTENERUIDE R BUSHING
\ ClC1 CONNECTION TYPE tl_LOCATION.FRONT AND REFERENCE ANCHOR 1/ WASHER(TYP.) �d
P111MAX.FROM BACK ANCHORS NOT REQ'D O INSIDE MOUNT SECTION SCHEDULE FOR MAX. 19
WITH THIS LOCATION SCALE.3"=1'-0" SPACING z8 m
PIN GUIDE To 5 CONNECTION TYPE
MrD&
BUSHING WASHER O NSDU CREFERENCE OR
(TYP' SCHEDULEM .
01 -- c p om
EXISTING CONCRETE, SPACING 0,121 m a!
/ BLOCK OR WOOD FRAMI EMBED. O zm
Al x
9 �
/ CQ BUILD OUT MOUNT SECTION u8 w
g — / TYP. BOTTOM EXISTING CONCRETE, SCALE.3"=1'-0" .�r _BLOCK OR WOOD FRAMING E 3 S
� o
EXISTING a $
m NOTE:FOR DETAILS A,B,D,AND E ON THIS SHEET, EDGE IST 4 CONNECTION TYPE EMBED. --STRUCTURE
°� r`
THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR '5=CONNM ON
WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS w SCHEDULE FOR MAX. REFERENCE ANCHOR r1
A MINIMUM OF TWO SETS OF ANCHORS AND IS A m SPACING SCHEDULE FOR MAX.
MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK w SPACING -
USED WITH THE BASE TRACK MUST BE CONTINUOUS 3 16 Op O
OVER THE GAPS BETWEEN SECTIONS. 1/2.. 1 R 2
•� W F
K l7
N
K FJ W O
GLASS w
OR DOOR MN r =o,. rui k"'a $gg'
GLASS 13 r ylww Ww J o • • 30
ww 012x1/2"SMS@12" EPARATI = zum Fr-w
tt O.C.OR 3/16"0 ALUM. PER IA Ips 13 w gg jg6
IW..w» POP RIVETSP6"O.C. TABLE2 X ozF¢- GLASS OR MR.GLA S=Z�� a+�d�
w N W W OR 1/4"0 ALUM.POP ¢ mo a¢ DOOR— m O,p Q
N M;ifi
GLASS V'=i F=-Zvm RIVETS Cul 12"O.C. F auiw PER TABLE2 Xw�Qr � �
S1s O w¢ E J O a g4&i
1/4-20 S.S.MACHINE a Joar ANOOO1/4"MAX.FROM PINSCREW&NUT(al U,a ASSEMBLY 1/2„ 1/2" GUIDE TO BUSHINGw a12„O C YP. WASHER(TYP.)GLASS w ❑ 1/4"MAX.FROM PINkkkOR DOOR "MAX.FROM PIN m W ❑ \ GUIDE TO BUSHINGDE TO BUSHING 4 CONNECTION TYPE 1/2 `O4 WASHER(TYP.)XSHER(TYP.) EDGE REFERENCE ANCHOR ISTING CONCRETE, DIST. SCHEDULE FOR MAX.SPACING AS SHOWN 2 CONNECTION TYPE 15-2339
OCK OR WOOD EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR
OR AMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX.x3"x1/4"CONT. CONNECTION TYPE 012 x 1/2"SMS 12" SCHEDULE FOR MAX. SPACING PaOe oescR:n° SPACING.ALT.FASTENER EXISTING CONCRETE,063-T6 ALUM.ANGLE FERENCE ANCHOR O.C.OR 3/16"0 ALUM. LOCATION.FRONT AND BLOCK OR WOOD FRAMING
AY BE REVERSED HEDULE FOR MAX. POP RIVETS @ 6"O.C. BACK ANCHORS NOT REQ'D °F5 SHOWN DASHED) ACING OR 1/4"0 ALUM.POP WITH THIS LOCATION _ �9
RIVETS @ 12D.C. CEILING / INSIDE MOUNT SECTION_ F WALLI/BWILD;10UT.
Op WALL MOUNT SECTION O
SCALE,3"=1'-0" E SCALE:3"=1'-0" !� $ECT)ON '.. r
$ / SCALE:3 =1'-0" o
fJt IVF 4)RDO,P.E.
MR GLASS
GLASS SEPARATION Z PER TABLE 13p
OR0 `, ►�C �1.1/'''//�/�/i
Wp= GLASS OR •••l l��
r u N DOOR
7 Q Z GLASS OR MN GLASS �- 0.
N w a DOOR SEPARATION z
XmN33 �" PFR TABLE2 A�,• V- 2MN.GLASS w F F SEPARATIGN F m wj
Z F- PER TABLE 2 W j Q ¢
In F
Q til
� - L~7ou N F=-Ow �112LL(� a
;^ 13 wZIA 13 z, IJ aW z•$
/2" 1 i -,OZ Cl CONNECTION TYPE .1 .wi o In N mp w°53
1/4"MAX.FROM PIN GUIDE u REFERENCE ANCHOR F u ,.�J 3
TO BUSHING WASHER(TYP.) 28 Q N SCHEDULE FOR MAX, w a w 3"j
TWO 1/4"0 WOOD .250" SPACING Q w N�a 3
LAG SCREWS(A 24" C4 CONNECTION TYPE ,)J •250" w w
O.C.MAX.WITH 2" REFERENCE ANCHOR .�O
THREADED PENETRATION SCHEDULE FOR MAX. a
g T"INTO CENTER OF 2X STUDS / SPACING /m0 ci
N I' B B
EMB."T' 14 SMS @ MIDSPAN BETWEEN
STUDS FOR TRACK TO 1"x 4" / EXISTING HOST STRUCTURE
PLYWOOD& TUBE CONNECTION
STUCCO FINIS 1"x 4"x.125"
6063-T6 ALUM.TUBE
OO O DECORATIVE FLOOR TRACK DETAIL WALL MOUNT SILL DETAIL
THIS DETAIL TO BE USED WHEN STUD SPACINGSCALE, w s
SCALE:3"=1'-0'• SCALE:3"=1'_0" 0:$
a EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING.
Om
� Fm
(¢� O WALL MOUNT SECTION THIS DETAIL MAY of V 0 •I o����
^ G SCALE.3"=V-0" ALSO BE USED Z m
AT TOP O m ¢
G V Q
cy, s
0
3M
ACCORDION SHUTTER m IY c g
PER PRODUCT APPROVAL F o -GLASS w
MN GLASS ~ G m
OR DOOR F- I
= 1D
SEPARATION-
13 iA
IA II PER TABLE2 = II
M EXISTING WOOD(6=0.421
APPLICABLE AT TOP Z TRUSS OR RAFTER 5
n AND{OR BOTTOM Q < Q z a @ 24"MAX.O.C. ;-1/2.;-1/2'
a.2"OR 3' m 1= M EXISTING FINISH
MATERIAL
i r
g 1/2"MEN. 5 fi 1/4"MAX.FROM PIN GUIDE ° '=
2"x 5"x 1/B"6063-T6 I I I I I w Btl
TO BUSHING WASHER(TYP.) ALUM.ANGLE W/THREE H I� i
2"x 3"x ye"x CONTINUOUS OR 2.175" 8 g 1/4"TILE(TYP.) 1/4"0 WOOD LAG w e5
2"x 2"x Va"x CONTINUOUS _ _ 1" FINISH MATERIAL SCREWS WITH 2-3/4" 6S
6061-T6 ALUMINUM ANGLEMINIMUM THREADED ggR
_ 3/4"PLYWOOD PENETR."T"IN WOOD @ 5 6 PI@
0.9"MIN.THICK 6061-T6 ALUM TRACK X —1/4"0 A325 GRADE THRU BOLT @ 7"O.C. EACH RAFTER OF TRUSS, 5(�5tp8
ANGLE FASTENED TO
FASTENED TO ANGLE WITH 1/4-20 .� OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C. 24"O.C.MAX.WHERE C
m E SYt
m
EXISTING 3 KSI CONCRETE --- MACHINE SCREWS AT 3"FROM ENDS GALV.OR S.S. ANGLE EXTENDS BEYOND sq
HOST STRUCTURE WITH AND 9"O.C.FOR THE BALANCE �, LAST TRUSS MORE THAN ¢ g
�— 1/4"0 ELCO ULTRACON TO CONCRETE/CMU w
yl"0 ELCO ULTRACONS AT k 6", EXTEND ANGLE TO w g g
EXISTING CONCRETE HOST ! 5"D.C.W/1-1/4"MIN.EMB. K
.,, NEXT TRUSS.
3"FROM ENDS AND 4"O.C. w w w
2-1/2"MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW @ 9"O.C.W/1-7/B" F-w 7 D
FOR BALANCE WITH 13'e" MIN.EMB. IN WOOD SG-0.42.TO 0.55.
°�. MIN EMBEDMENT AND 2yz" z u op
MAX.DESIGN LOAD AT 5'-O"MAX SPAN: 13
MIN EDGE DISTANCE, f 62 P.S.F. EXISTING CONCRETE, t'J' =tu
HOLLOW BLOCK OR m m�IA Q WPfNkRFiWMLBEFNMCOPE
STAGGERED WITH 3"MIN. MAX.DESIGN LOAD AT 6'-0"MAX SPAN: WOOD FRAMING.SEE 2"x 5"x 1/B"CONT. Q z a Q~ 15-2339
SPACING,TYP, t 52 P.S.F. ANCHOR SCHED. •1' ALUM.ANGLE(6063-T6) g 0 0. _
BUILDOUT MOUNT STRUCTUREBASED ONYPE OF Qy pGE OESCFUPTION:
- HO SCALE I NTS IMAX.DESIGN LOAD _
€ O
SCALE 3"-1'-0
PASS THRU DETAIL
to Hb O TRUSS MOUNT SECTION
"; SCALE:3"-1'-0"
113111" )PtOO,P.E.
EXISTING HOST STRUCTURE ALT.LEG DIRECTION POINTS SOLID SET ANCHORS WITH 7/8'MIN \ //7�
I , EDGE OF SHUTTER ASSEMBLY FROM RACCORDION ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM
EDGE OM ,.•� !.,•, ..��i�
1/2" SPACING,AND 3'MINIMUM EDGE DISTANCE ? •0�1`AF ,7Qy4+j
TOP OR BOTTOM I AX (2)6063-T6 ALUMINUM
ANGLES PER BEAM END,SIZE '• No
1/2" PER SPAN TUBE SCHEDULE
EMBED. I SPAN TUBE PER '•}'* D
ACCESS HOLE DESIGN SCHEDULE
.� A �
L0 1/4-20 MACHINE BOLT W/NUT @ •IS Q�• lV
EDGE OF ACCORDION z 2
SHUTTER BLADES E ua 12'O.0 OR#14 x 3/4"SMS 6"O.C. .y� fit`' �`\\\
3,5"MIN In
TYPICAL `A - L1/2"MAX. ce
3"MIN _jT. 3 16 - m ��fn1 Bal Vaa S�I
EDGE zIF U tm ZFg
2.875"0 HOLE(TO RECEIVE DISTANCE MIN.GLASS 13 W Z uJ- Z N w
ROUND WINDOW ASSEMBLY) p 2:5 ?i PI
MAXIMUM OF WINDOWS EXISTING A SEPARATION I- W 3 3
PER EVERY OTHER BLADE GLASS OR Lj w 3 U
DOOR x O V
i NNpK w
3"MIN WINDOW EDGE 1/2"MAX vms
,c
w a a
a N.T.S. EXTERIOR ELEV o D15TANC m
zmm 5 6
10 o (9 3 16 1/4"MAX.FROM PIN GUIDE
A.m .z.z TO BUSHING WASHER TYP. m
ACCESS /4- MACHINE BOLT W/NUT @
m 1/2" HOLE 11,1-20
2"O.0 OR#I4 X 3/4"SMS 6"O.C. v1 N
2.875'0 HOLE TO _ SPAN TUBE PER w y
d RECEIVE ROUND :I DESIGN SCHEDULE
WINDOW ASSEMBLY EMBED. �ti d
1/2" (2)6063-T6 ALUMINUM }�W a p m
PAX. ANGLES PER BEAM END,SIZE �p S��A
q EXISTING PER SPAN TUBE SCHEDULE !��ag a E.I
HOST 1/4'0 THRU BOLTS SEE BEAM O z m<
STRUCTURE SCHEDULE FOR REQUIRED NUMBERS11
1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN I
EMBED 1N CONCRETE OR HOLLOW BLOCK 3"MINIMUM = f•w
0.125" SPACING,AND 3"MINIMUM EDGE DISTAkE S
0.125" ul p
` 3
m 0.032" 0.032" MAX.UESIGN LOAD=t 72 PSF 3 o S
g --- 3 SPAN TUBE SECTION
¢ 0.196" / \ 8 ,N.T.S. VERT SECTION
� S
SPAN TUBE SCHEDULE
F
j 1 NUMBER OF
ALLOWABLE TUBE NUMBER OF MINIMUM ANGLE
ANCHORS PER
TUBE SHUTTER SPAN THRU-BOLTS ANGLE LENGTH
ROUND£g WINDOW SIZEk12
TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM o ■ gg
m a ASSEMBLY TUBE TUBE TUOE TUBE TUBE TUBE TUBE TUBE o �,eyaQy
1 123.8' 135.2' 2 2 2 _ 3_ 4" 7" ga
ri 2'k551
-101.7' 100.9" 2 2 03 7' 7"
E ` 0.125" 09.0" 94.4" 2 2 3 - 3 7' 7"
\ 129.1' 157.0' 2 2 2 3 4' 7"0.125' 114.8' 124.1' 2 2 3 3 7' 7"102 0' 109.6" 2 2 4 4 10" 10" 8F
/ 7k9'k 60' 138.0' 198.0• 2 2 3 3 _7.- - 7" 8
'h 02.875" 03.250" TT O.18B" 0.125' 96' 122.7' 155.7" 2 2 3 4 _7' 10 � 'qg
I 123" 116.4" 137.6" 2 3 4 5 10" 13"
2'x10'k 60" 158.1' 240.0" 2 2 3 4 _7' _ 10" e 3
/ 0.1875 98" 140.6' 229_9" 2 3 4 6 10" 16' i s 9&� 0
29 LIGHT-N-VIEW WINDOW / ,23" 1322' 203.1" 3 4 5 7 13" 19" COFIEIGBTFRN01 L 1190ORM PE-
N.T.S. SABIC PLASTICS SLX1431T-UL-94HB \ -// SPAN TUBE SCHEDULE NOTES: YS'2339
x3 x1/4' 4
X x "ANGLES FOR 2"x5"&2"x6"BEAMS.
€ 2. USE 2"xS"xl/4"ANGLES FOR 2"x8"&2"x1O"BEAMS. SCALE: -
30 H3. USE BEAM SCHEDULE FOR DETAIL 3/8. PAGE DESCRIPTION:
4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER
CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS.
5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND
2
BLADE W ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, 099
ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS
S8 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.*
C 6. LAP BEAMS ARE NOT ALLOWED. no
7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. 0
ANCHOR SCHEDULE: CONCRETE o```� "t°° P.E.
2.5"MIN EDGE DISTANCE
Spans Up To V-0" Spans up 00=3' Spans UP To 12'-0" ' •�FT/�'1 � �+
LOAD CONN TYPE CONN TYPE • CONN TYPE '
s ANCHOR (Psf) C1 C2 C3 C4 CS Cl C2 > I CS Cl I C2 C3 I C4 I CS
1/4'1TW 7APCON OR ELCO 43 16,0"16.0"15.0"16.0"16.0"16.0"16.0" 9,0^ 13.0"16.0"16.0" 9.5" 5.5" 8.5" 14.5"
UL7RACON WITH 1-3/4' _53 16.0"16.0"10.5"14,5" 16.0"16.0"12.0" 7.0" 10.5"16.0"15.0" 7.5" 4.5" 7.5" �F
EMBED(3192ps1 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" 7.511 4.5" 7.5' 10.5" "• N m••
70 16.0"13.0" 7.0" 11.0"16.0"15.5' 8.0" 5.0" 7.5" 1t.5"15.0" 7.5" 4.5" 7.5" 10.5" 7 / B COMBINATION ��i��•' Met,
43 16,0"100 15.0" 7.5" IS" 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 5 ITYP. 9 / 10 COMBINATION �`u
11 7/4`M(LLEN�UM T41LLFA5r /
WITH 1-3/4"EMBED(3275ps1 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 = D-
IN CONCRETE) 62 16.0"15,0" 8.5" 13.0"16,0"16.0" 8.5" S.5•' 9.0" 13.5"13.5" 7.0" 4_5" 7.5" 9.5" j U W a
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" 4.5" 7.5" 9.5" UI Q L7
100 13.5" 7.0" 4.5" 7.5" 9.5" 33.5" 7.0" 4.5" 7.5" 9.5" 13,5" 7.0" 4.5" 7.5" 9.5" Y m$W°
1/4'ELCO CRETEFLEX SS4 43 16.0"16.0"16.0'•16.0"16.0"16.0"1fi.0"13.5"16.0"16.0"16.0"12.5" 8.0" 13.0"16.0" Z p4
1x5 TYP. 2x5 TYP. til 3
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 m
CONC) 62 16.0"lfi_0"12.5"16.0"L6 16.0"12.5" 8.0" 13_0"16_0"I6.0"10.0" 6.5" 11.0"14.0 N J
- _ -._
Til!'g 70 16.0"I6.0"10.5"16.0"16.0"16.0"10.5" 7.0" 11.5"15.0"16.0"10.0" 6.5" 11.0"14.0"
100 16.0"10.0" G.5" 11.0"14.0"116 0"10.0" 6.5" 11.0"14.0"16.0"10.0" 6.5"111.0"114.0"
1'MIN EDGE DISTANCE NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING. a
s Cl C2 C3 C4 Cs Cl C2 C3 C4 Cs Cl C2 10
c3 c4 C5 SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE:
1/4"ITW TAPCON OR ELCO 43 16_0"16.0" 7.5" 8.0" 16.0"16.0"16.0" 5.0" 5.5" 16.0"16_0" 9.0" 3.0" 4.0" 14_0" - C2 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE
ULTRACON WITH 1-3/4' 53 16.0"16.0'• 5.5" 6.5" 16.0"16.0"12.0"�/ 4.5" 16.0"14J14E7
5" 75"% 10.0" ANCHORS ONLY n
m EMBED(3192ps1 MIN CONC) 62 16.0"15_S" 4_S'• S.S" 16.0"16.0" 9.0" 4.0" 14.5" 5" 10.0" - C4 CONNECTION TYPE USING PIECE®WITH m
70_16.0"12_5" 4.0" 5.0" 16:0"15.0' 75" 11.0" 5" F/10.0" OUTSIDE ANCHORS ONLY 11//
14_.5" /�jjj10_0" 5" f 10.0" y77448
1/4"MILLENIUM MILLFAST 43 I6.0"16:0"11.0"13.5"16.0"i6.0"13_0" 6.5" 9.5" 16.0" 0" 4.0" 6.5" 10.5" w 8
WITH 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" 5" S.S' 7.5" ANCHOR NOTES:
MIN CONCRETE) 62 16.0"11.5" 6.0'• 9.0" 16.0"13.5" 7.0" 4.0" 6.5" I1,0" 5" S.5" 7.5" F�`1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING U) om
70 16.0" 7.5' S.5" 8.0" 16.0"11.5" 5.5" 5.5" 8.5" .5" 5.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE Gf4100 IO.S' S.5" 5.5" 7.5" 10.5" S.5" 5.5" 7.5" .5" 5.5" 7,5" LIMITED TO THOSE SHOWN IN TABLE I(Pg 1). LIb
'4 U 1-1/4'MIN EDGE DISTANCE Z p1
S i 1/4"ALL-POINTS 50UD-SET - - 2. ENTER ANCH00.SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, C_m
3 u ANCHOR W/7/8"EMBED& Cl C2 C3 C4 C5 CL C2 C3 C4 CS CI C2 C3 C4 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR
1/4-20 55 MACHINE SCREW 43 16.0"16_.0" B.5' 10.5"16;0"1_6.0"12.0" 5.5" 7.5" 16.0"12.5" 6.5" 3.0" 5.0" 10.0" TpUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER f
/ THAN OR EQUAL TO SHUTTER SPAN.
(3000psi MIN CONC) 53 16.0"15.0" 6.5" 8.0" 16.0"16.0" 8.5" 15.5"10.0" 5.0"/ 4.0" 7.0"
i D ti. r
pp 62 16,0"11.0" 5.D" 7 0" 16.0"12.5" 6.5" i,5" 5,0" 10.0"10.0" S.0"/4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 3 g
70 16.0" 9.0" 4.5" 6:0" 1fi.0"10.5" 5.5" 3.0" co.. 8.0" 10.0" 5.0" 4.0" 7.0" �
4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-9D HOLLOW CONCRETE
m 100 10.0" S.D.- 4:0" 7.0" 10.0" 5.0" 4.0" 7.0" ID.O" S.o" 4.0" 7.0' BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER v
AALL-POiN7S SpLlp-3ET7 3"M W EDGE DISTANCE ___-_ ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE -
ANCHOR W/7JD'EMBED& Cl C2 C3 G1 C5 Cl C2 C3 JYC49 CS CS C2 C3 C4 CS CONNECTION, PE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF
� ~t CONNECTION TYPE, �. o
+ 1!4-20 SS MACHINE SCREW 43 16.0"16.0"16.0"16.0"16.0"16.0"16,0"11.5"46a'16_0"16.0"11.0" 7.0" 11.0"16.0"
(36pOpsl MIN CONC 53 16.0"16.0"13.5"16.0"16.0"36.0"14_0" 8.5" 13.5"16.0"16.0" 8.5" 5.5" 9.5" 12.0" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE
--- ..
b 62 16.0"16.0"10.5"16.0"I6.0"16.0"11.01117.0" 11.0"16.0"16.0" 8,5'• 5.5" 9.5" 12.0" ONLY.
6 70 16.0"15.0" 9.0" 14.0"56.0"16.0" 9,0" 6,0" 10.0"13.0"16.0" 8.5" 5.5" 9.5" 12.0'•
6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
R 100 16.0" 8.5" S. 9.5" 12.0'•16.0" 8.5" 5.5" 9.5" 12.0'•16.0" 8.5" 5.5" 9.5" Sz.O' IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT
4' 2-5/8'MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
1/4"POWERS SS DROP-IN - FINISHES.
W/1/4-20 SS BOLTAND Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS x
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"17.5" S.D. 8.0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS
CONC) 53 16.0"16.0" 9.5" 14.0"16.0"16.0" 9.5" 6_0" 10.011.5" 6.0" 4.0" 7.0" B.0'• VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING BBB y
- MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD I ACCEPTABLE ONLY FOR 8 146
16.0"12.5" 7.5" 12.0"16.0"14.5" 7.5" 5.0" 8.5" 11.511.5" 6.0" 4.0" 7.0" 8.0" SIDE CLO
PIECES. 4
=!I 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" e_0" D g
5° 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 'eggg
m 100 11.5" 6,0" 4.0" 7.0" 8.0" 11.5" 6.0" 4.0" 7.0" 8.0" 11.5" 6.0" 4.0" 7.0' B.0'
S 3.1/2'MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x I(MIN.)WOOD STUD.3/4" o
I/4"POWERS 55 DROP-IN ---... ..__. .. . ... ..._ ._._ EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL
W/1/4-20 SS BOLT AND Cl C2 C3 C4 CS CI C2 C3 C4 CS Cl C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. b �€@
1'EMBED(3000pM MIN 43 16.0'•16.0"15.0"16.0"16.0'•16.01,114.5;: 9.0" 13.5"16.0"15,0" 7.5" 5.0" 9,0" 12.0" 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 117."ENGAGEMENT OF THREADS IN 6 5
d CONC) 53 16_0"16.0-110.5"15.0"16.0"16.0"V.,
6.5" _10.5"16.0"12.0" 6.0" 4.0" 7.5" BJS" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER
62 16.0"13.0" B.0" 12.5"16.0"15.0" 5.0 9.0" 12.0"12.0" 6.0" 4.0" 7.5" B.5" HEAD(SIDEWALK BOLT),U.O.N. _ '�•
70 16.0"10.5" 7.0" 11.0"Ifi.O"12.5" 4.5" 8.0" 9.5" 12.0" 6.0" 4.0" 7.5" 8.5" 4
y d e
® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. tt $
100 12.0" 6.0" 4.0" 7.5" 1.0" 12.0" 4.0'• 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,
#12 SMS W/2"EYEWALL Cl C2 C3 C4 C5 CS C2 C3 C4 CS CI C2 C3 C4 CS NUT OR WASHER WINGNUT, COPYNCHIFR40(LBEMW700P.E
ARMOR INSERT W/2-EMBED 43 16.0-'116.0"111.5'114.0"16.0"16.0"16.0 7.5" 10.0"16.0"16.0" 9.0" 4.5" 6.5" 13_5" I.I. MINIMUM CONCRETE STRENGT715 ARE AS INDICATED IN ANCHOR SCHEDULE. 15'Z339
(2000ps1 MIN CONC) 53 I6.0"56.0" 8.5" 11.0"16.0"16.0"11.5" 5.5" 8.0" 16.0"14.0" 7.0" 3.5" 5.5'• 10_0"
62 16.0"15.0" 7.0" 9.5" 16.0"16.0" 9.0" 4.5" 6.5" 14.0"14.0" 7.0" 3.5" 5,5" 10.0" 12, WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO scale! -
DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL PAGE DESCRIPTION:
70 16.0"12.0" 6.0" 8.0" 16.0" 14.5" 7.5" 4.0" 6.0" 10.5"14.0" 7.0" 3.5" 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK
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"
#12 SMS W/2.75"EYEWALL 43 16.0"16,0"1G.0"16.0"16.0" 16.0" 16.0"10.0"14.0" 16.0"16.0"11.5" 6.0" 9.5" 16.0" °99
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"
n EMBED(2000p51 MIN CONC) 62 I6.0_'16.0" 9_5" 13.5"16.0"16.0"13.5" 6.5" 9.5" 16.0"16.0" 9.0" 5.0" 8.0" 13.0" �j11
C 70 16.0"16.0" B.0" 11.5"L6.0"16.0" 9.5" 8.5" 14,0"16.0" 9.0" 5.0" 8.0" 13.0"
100 16.0" 9.0" 5.0" B.0" 13.0" 16.0" 9.0" 5.0" 8.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0"
04b I�1AI P'E.
ANCHOR SCHEDULE: CONCRETE (CONT.) 1y/ycI�Y,g9o'''�
2-3/16"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE •U`t1 , !7.,
Spans Up To 6'-0" Spans U°T°8'-3'• Spans UD To 12'-0" Spans Up To 6'-0"_ Spans Up To 8'-3" Spans Up To 12'-0"
LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE
HO gg ANCHOR (p90
G Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS C1 C2 C3 C4 CS
5/16"ITW TAPCON XL WITH 43 16.0"16.0"16.0"116.0" 16.V'16.0"16.0"12.0"16.0"116.01'16.0"11.0" 7.0•' 12.0" 16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0•'12_5'•16.0"16.0"16.0"11.5" 7.5" 12.0"16.0"
1-3/4"EMBED(2899ps1 MIN 53 16.0"116.0'14.0"16.0"16.D"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" X523
10',
CONC) 62 16.0'•16.0"11.5"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"11.5"16.0"16.0'16.0'11.5" 7.5'• 12.0"16.0"16.0" 9.5" 6.0" 10.5"13.0"
70 16.0"15.5" 9.5" 15.0':16.0"16.0" 9.5'• 6.0" 10.5"13.5"16.0" 90" 6.0" 10.0"12.5"16.0"16.0"]0.0"t5.0"16.0"16.0"10.0" 6.5" 10,5"14.0"16.0" 9.5" G.0" 10.5"13.0"
100 16.0" 9.0" 6.0" 10.0"12.5"16.0" 9.0" 6.0" 10.0"12.5"16.0" 9.0" 6.0" 10.0"12.5"16.0" 9.5" 6.0" 10.5"13.0"16.0" 9.5" 6.0" 10.5"13.0•'16.0" 9.5" 6.0 10.5"I3.0"
{Gu; 5/16"ELCO ULTRACON WITH 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"13.5"16.0"16.0"16.0"12.0" 8.0" 13.5"16.0"16.0"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" r�j'� IW %€3 w
3 CONC)EMBEO(3500ps1 MIN -62 16.0"16.0"12.5"16.0"16.0"I6.0"12.0" 8.0" 14.0"16.0"16.0" 9S• 6.5" 11.5"17.5"S6_D"16_0"IA.D"16.0"16.0"16.0"13.5" 9.0" 15.0"16.0"16.0"10.5" 7.5" 12.5"15.0"
z 70 16.0"16.0"10.5"16.0"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"11.5"16.0"16.0"16.0"11.0" 7.5" 13.0"16.0"16.0"10.5" 7.5" 12.5"15.0" m W°
u 100 16.0" 9.5" 6.S' 11.5"13.5"16.0" 9.5" 6.5" 11.5"13.5'16.0" 9.5" 6.5" 11.5"13.5"L6.0"10.5" 7.5" 12.5"15.0"16.0"10.5" 7.5" 12.5"35.0"16.0"10.5" 7.5" 12.5"15.0" W
1/4.304 55 POWERS TAPPER 1-1/2"MIN EDGE DISTANCE _ 3"MIN EDGE DISTANCE 3 3 m
W/1-3/4'EMBED(3000psi CI C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS W K 3 Y
MIN CONC)
X _ .. _ 1106.012.5 1640 8.0" _12..
.0 16.0 114.5 7.5" 4.5 1. . . . . 7.0 5 4.0 5.5 16 _. .1 "" 68
Np Wp.g7.0
16,0 16.0" 6.0" 9.5" 16.0 2.0" 6.0"
53 6.0" 3 30 16,0 9.540 4.0 5 8.5
.0762 15" . 3.5" 5." 12.0 S' 11.0"16.0"14.5" 5 " 8.0" 12.0 12.0" 6.0" 4.0" 6.5" _5"
5.0•' 3.0" 5.0" 10.0 0. 6.5" 40 0"70 9.5" 65 ,5 7.0 9.0" 12. 4.0" 6.5 8.5
40 " 65 030 304 8.5" 1 4.0" 6.5"6.0"100 .
a
H ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
_ 1"MIN EDGE DISTANCE 2.1/2"MIN EDGE DISTANCE
rj Spans Up To 6'-D" Spans Up To 8'-3" Spans Up To 12'-0" Spans Up To 6-0" Spans Up To 8'-3" Spans Up To 12'-0" W o
o LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE l-A F o
d = ANCHOR (Ps4 Cl C2 C3 C4 C5 Cl C2 C3 C4 CS CI C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 CS
1/4"ITV!TAPCON WITH 43 8.5'• 7.0" 3.5" 8.5" 6.0" 3.5" 6.0" 3.5" 11.5"30.0' S.0" 6.5" 11.5" 8.5" 4.5" 3.0" 4_5" 8.5" 4_5"
1-1/4"EMBED 53 7.0" 4.0" �i� 7.0" 4.5" /�4.5"/� 9.5" 6.0" 3.5" 5.0" 9.S' 6.0" 3.0"� 3.5" 6.0" 4.0" O Z•ore
62 5.5" 3.0", 6 0" 3 5"; / B.0" 4.0" 4.5" 8.0" 5.0" /' 3.0" 4.0" 4.0"1 OT u{
3 70 !�'�// 5.0 /// _" 3.5" 6.5" 4.0"%// / 3.0" 4.0" u$
1/4"ELCO ULWI7H 43 13.0"I / 4.011 i 5" /� �/j
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK III #)RDOG E
_ 2"MIN EDGE DISTANCE •"'��"
r Spans Up To 6'-0" Spans Up To 8'-3" Spans Up 70 12'-0" ss'4( �.�T7
S LOAD CONN TYPE CONN TYPE CONN TYPE
x ANCHOR CI C2 C3 C4 C5 ClC2 C3 C4 CS ClC2 C3 C9 CS
(P�0 a 0.465
#12 SMS W/2"EYEWALL 43 16.0"16.0"17.5" 9.0 I6.0 15,5 8.5" 4.5" 6.5" 15.5" 8.5" 4.5" 4.0•' 7.0"
O 4" 53 16.0"10.5" 5.0 7.0 16.0 11.0" 6.0" 3.5" 5.0" 11.0" 7.0" 3.5 /3.5" 5.0"
m 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" =i� •• A d, ��a
JO EMBED
ARMOR INSERT -
6 0 3.5" 5 5 12.5" 7 5 3 5" 3 5" 5.5" 7.0" 3.5" 3.5" 5.0"
70 11.5 . 0 .
100 7.0' 3 5 3.5 5 0" 7.."' 3 5"/3.5'. 5.0" 7.0" 3.5"/3.5" 5.0"
ANCHOR SCHiEDU�LE': WOOD �G=O 5. lJ ''� , 1���!!�Xax W
3/4"MI EDGE DISTANCE rLpl >u W
Spans Up To 6'-0" o up of - Spans Up To 12'-0" ' L.I w n
JI-1 - LOAD CONN TYPE COt,1�TTAE CONN TYPE W N
i ANCHOR (PsN Cl C2 C3 C4 CS Cl" C2 C3 C4 C1 C2 C3 C4 CS W 3°w
1/4'LAG1SCREW�WITH,�1;3/9".P 43 16.0"16.0"11.5"12.5"16.0"16.0"116.0,,17.5" 9.0" 1610" 6.0"14,5" 4.5" 6.0" 16.0" N 3 j
4
MIN
THREADIPENETRATION 53 16.0"16.0" 8.5" ID.O"16.0"16.0"16.0" 6.0" 7.0'_16.0"16.0"11.5" 4.0" 5.0" 16.0"
�1 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
LL 70 16.0"16.0" 6.0" 7.5" 16.0"16.0"12.5" 4.D" 5.5" 16.0"16.0"11.5" 4,0" S.0" 16.0" ti 0
100 16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5" 4.D" 5.0" 16.0" a
Pa N 7/16"WOOD BUSHING WITH 43 g 1.6.0"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"' it 1.13"MIN EMBED B 1/4-20
53 16.0"10.5" 5.5" 8.0" 16.0"11.0" 6.0" 3.5" 5.5" 11.0" 7.0" 3.5" 4.0" S.0"
SS MACHINE SCREW 62_14.0" 8.0" 4.5" 6.5" 14.5" 9.0" 4.5" 3.0" 4.5" 7.0" 7.0" 3.5" 4.0" 5,0"
° •I�mm 70 17..0" 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" 4.0 5.5" 7.0 3_5" 4.0" 5.0"
0 1'"'00001100 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"
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#14 SMS OR#14 WOOD 43 16.0 16.0 12.5"14.5"1_6_.0"16.0"16.0" 8.0"110.0"116.0"16.0"11.5" 5.0" 7.0" 16.0" '4311
SCREW WITH 1.3 4"MIN
/ 53 SG.O"16.0 9.0" I1.5 16.0"t6.0"15.0" 6.0" 8.0" 16.0"16.0" 9.5" 4.0" 5.5" 13.0" w d
d THREAD PENETRATION 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" 13.0" �� m
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e 70 16.0"16.0" 6.5 BY 16.0"16.0"10.0" 4.5" 6.0 14.0 16.0" 9.5" 4.0" S.5" 13.0" a M
100 16.0" 9.5" 4.0" 5.5" 13.0"16.0" 9.5" 4.0" 5.5" 13.0"16.0" 9.5" 4.0" 5.5" 13.0" ��3=m p M
ANCHOR SCHEDULE: WOOD (G=0.42) rOtZ
g3/4"MIN EDGE DISTANCE
R G Spans Up To 6'-0" Spans Up To 8'-3" 5nans Up To 12'-0" �,�/•� 3 w
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LOAD CONN TYPE CONN TYPE CONNTYPE E
i ANCHOR (P31) CI C2 C3 C4 CS CI C2 C3 U CS Cl L2 C3 C4 CS , o 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" 7.0" 16.0"16.01;19 3,5" 4.5" 15.0"
MIN THREAD PENETRATION 53 16.0"16.0" 6.5" 8.0" 16.0"16.0"12.5"_ 4,5" 5.5" 16.0-11
5.0- 7_5"! 3.0" 4.0" 11.0" {r 65
ti 62_16.0"16.0" 5.5" 6.5" 16.0"16.0" 9.5" 3.5" 5.0" 15.0"115.0" 7.5"1 3.0" 4.0" 11.0"
a 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"
r o
6 100 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"
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4114 SMS OR#14 WOOD 43 16.0"16_0 8.5 10.5"16.0"16.0"12.5" 5.5" 7.0" 16.0"13.0" 6_5" 3.5"
3 00 SCREW WITH 1-3/4"MIN 53 16.0"16.0" 6.5"_ B.0" 16.0"16.0" 8.5" 4.0" 5.5" 16.0"1III: 5.5 2.5"_
THREAD PENETRATION 62 16.0"11.5" 5.0 7.0" 16.0"13.0 G.5" 3.5" 5.0" 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" 8_0" 10.5" 5.5" 2.5" 4.0" 7.5" g
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" 2.5" 4.0" 7.5" c Ap
ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK a �qq ge°Qy�
_ 4"MIN EDGE DISTANCE
Spans Up To 6'-0" Spans Up To 6'-3" Spans Up To 12'-0" 2
H O aGa ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE
x G (Ps) Cl C2 C3 C4 CS Cl I C2 C3 C4 CS CI C2 C3 C4 I C5
5/16"ITW TAPCON XL W/ 43 16_0"16.0"116.0"16.0"16.0"16,0"16.0"15.0"16.0"16.0"16.0"15.0" 9.0 14.0"16.0" pe
,A 2-1/4"MIN.EMBED 53 16.0"16.0"16.0"16_0"16.0"16.0"16.0 11.0"
" 6.11" 16.0 _16.0"16,0"12.0" 12..0" 6.0
62 16.0"16.0"14,0"1616.0"16.0 15.0 9.0" 14.016.0"16.0
1 16 12.0"16.0"
12.5" 6 _12_ 120"16.0"70 16.0"16.0"11.5 0
675"100 16.0"12.0" 1 12.0"16.0"6 . 2 " "
1 65 90"
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5/16"ELCO ULTRACON W/ 43 16.0"16.0"10.5"14.0"16.0" 6.0 " " " "
O 2.1/4'MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16.0"14.0" 7.5" 7.5" 13.5" 9.0" 6_5'• C0FMHIFRWLMMNWPY-
g m _62 /,16.0"10.0" 6.0" 9.0" 16.0"11.0" 5.5" 6.5" 9.0 0"" 9. / 1 6.5" 15-2339
15.5" 9.5"j 5.5" 7.0" 9.0", //,6.5" _
9.
e Z _ 100 9.0" 5.5" 6.5" 0"� 5.5" 6.5" 9.0" 6.5 PAGB DESCRIPTIONi
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L9 0 _ 2"MIN EDGE DISTANCE
_ Cl C2 C3 C4 C5 Cl C2 I C3 C4 I CS_I Cl C2_ C3_ C4. C5
#12 SMS W/2"EYEWALL 43 16.0"16.0" 9.5" 11.5"16.0"16.0"14.0" 6.0 8.0" 16.0 14.5" 7.5" 3.5" 5.5" 11.5" °9�
ARMOR INSERT W/2"EMBED 53 16,0"16.0" 7.0" 9.0" 16.0"16.0" 9.5" 4.5" 6,5" 16.0" 6.0" 3.0" 4.5 8.5"
62 16.0"13.0" 5.5" 7.5" 16.0"14.5' 7.5" 3.5" 5.5" 17..0 11.5 6.0" 3.0 4.5" 8_5"
tl a 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" ANCHOR NOTES:SEE SHEET
100 11.5" 6.0" 3.0" 4.5" 8.5" I3.5" 6.0" 3.0" 4.5" B.5" 11.5" 6.0" 3.0" 4.5" 8.5" 9 FOR ANCHOR NOTES.