HomeMy WebLinkAboutProduct Approval Pr6 erty Information Building Information
Owner: Martin Wind Zone: -160 MPH.
Address: 48 Mediterranean N Exposure Category: B
Ft Pierce,Fl 34952 Minimum Building Dimension: 24 ft.
Mean Roof Height: 15 ft.
Risk Category:
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 End 53 55 7 31.0 -40.5
..... _...__. _ . .... ...._... ._.......... -- -.__ .
.... . ..................... . ... _....... .._.. _
2 Int 37 55 7 31.7 34.5
.... .,..... ........ .. . ..._. .:.. .. ...... : .. ..._.. .......... . ......... ................................... ....... . ........ .
3 Int 53 55 7 31.0 33.7
---..... . ......_......_. _..... .. .....__. . ........ ....._. _.:_. __ ._........._ ......_ ...... ........ - - . ,__...........
.__....
4 End 53 55 7 31:0 -40.5
._....... .._....._ ....... ....... . ......_._ ......... . ......._ .........._. : ..._ _...... . ... .__...._..._. .... ........ __ ........_. ...... .........
5 End 74 55 7 30.3 -39.1
_ ...... ........ . . ...._._.....
6 Int 26 ___ 39 7 32.5 35.2
- .. - ......_ ._ .. ...... .._ ......... . ... ......... .---_..__ _...._. _ ........ ........._._ _ ..
7 Int 26 39 7 32.5 35.2
Prepared in accordance witlr:ASCE'7-10,Chapter 30. Wind Loads-Components and Cladding.Sth'Edition(2014)Florida Building Code.
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{ iProduct Approval
, a i '.i :';USER:Public User -
>.�'^-':u."a"..;oL.�y„-Soar;:_.>A iii�zt cn_a`'_.>Application Detail
F FL# "FL13757-115
w w Application Type Revision
-Code Version 20:14
:Application Status Approved
Comments
Archived
Product Manufacturer Town and Country Industries,
Address/Phone/Email 400 West McNab Road:
Ft.'Lauderdale,.FL 33309
(954)493-8551
:tomj@tc-alum.com
Authorized Signature Frank Bennardo
.frank@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 Shutte s
Subcategory jAccordlon
Compliance Method Evaluation Repor from a Florida Registered Architect or a Licensed
FloridaTrofess'ional Engineer
EvaluationReport- Hardcopy=Received
-Florida Engineer.orArchitect:Name who Frank L.,Bennardo, P.E.
developed the•Evaluation'Report
Florida License . ;. RE=0046549'
Quality Assurance Entity National Accreditation&Managementlnstitute
:Quality Assurance Contract Expiration.Date. 12/31/2016
Validated.By "ORLANDO`L:`:BLANCO, P.E.
Valldatiort;Check]ist-Hardcopy.Received
Certificate;of--Ind ependence' FL_"3757,R5 'CJ- irdec_..,df
f'L13757 R5 'C: Inde_ 3,,,,d
FL,.3757 :R5'C01 Ir'r ep.
Referenced.St-andard and Year'(of'Standard) Standard Year
ASTM:E1886 . 2006
-ASTM�E1996.. 2005
ASTM-E330' .2002
http://www.floridabuilding org/pr/pr_.app_dtl..asp0parair-EVXQwtDgvgk7yHMuovb.._ 7/21/2015
Florida Building Code Online Page 2 of
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
-----._...- ...................__._.._...----..
F i_1.
_ _
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
FL# IlModel, Number or Name iDescrintion
13757.1 6:8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes =f_S..I "r' 'F'`_ .Iz
.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: Seeinstallation drawings for allowable -LS. ";El, F<( A__v, '�.
span/pressure combinations and.additional limitations of -Created by Independent Third Party: Yes
use.
137,57.2.:' C 6:8;;°St'rearnhhe Shutter IlLarge Missile Impact Resistant Accordion Shutter System
Limits of Use _ Installation Instructions
Approved for use in HVHZ:Yes FL13757 R5 11 Dwo " odf
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 .=.L13757 .3;; A : Fr i 2,0 f
-
......I........................... .
span/pressure.combi nations and additional limitations of Created by Independent Third Party: Yes
-use.
1375.7.3 E.A. Essential Facilities Accordion' Aluminum accordion shutterapproved up to missile level
for use with essential facilities.and wind zone 4
applications.
Limits of Use Installation Instructions
Approved.for use in:HVHZ: No L13757 R> I?_D4rci
:Approved foruse 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.foradditional information, FL137577fv.AE Eva!3.i--)df
anchorage,etc. ,.Created by Independent Third Party:Yes
- I x3ticF: 1 — rJe::P .
'Contactus::1940 North�MDnroe'Street.Tallahassee FL 32399,Phone:850-487=1824 ..
- The State of Florida Is an AA/EEO employer.,Coovriaht 2007-2013 State of Florida:::Privacy Statement::Accessibility Statement::.Refund Statement'.
Under Florida law,email addresses are public records.If you do.not wantyour e-mail address released in response to a public-records'request,do not
.send electronic mail to.this entity.Instead,-.contact the office.by phone or by traditional mail.If you have any questions,please contact'850.487.1395.
-Pursuant.to.Sectlom455.275(1),Florida Statutes,effective October 1,2012,licensees,icensed under Chapter 455,F.S..must provide the Department _
with an email address if they have one.The emalls 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,,piease 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:
Awa C�
http://vwvw.floridabuilding.org/prLpr_app_dtl.aspx?parain=wCTEVXQwtDgvgk7yHMuovb... 7/21/2015 .
} Florida Building Code Online Page 3 of 3
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M7p�00,P.E.
68 STREAMLINE SHUTTER G°�LNN �-,.,,
GENERAL NOTES: FOR USS WITHIN AND OUTSIDE THE HVHZ
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING N0.46J
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 z
MEETS MISSILE LEVEL"D"AND IN LU ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. -,a'. A Qfn M:cc
SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION.'.
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SECTION 1 � ;00,
• �a
DETERMINED PERSEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE,PRESSURE 1"
RLEOT'REMENTS AS DETERMINED IN ACCORDANCE WITH,ASCE 7-10 AND CHAPTER 1609 OF THE 3
R -TOP TRA�(fi O'
PRE IDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN ZF� ,' a 1`g
PRESSURE CAPACITY VALUES LISTED.HEREIN FOR ANY ASSEMBLY.AS SHOWN. W
3. TESTING WAS CONDUCTED IN.ACCORDANCE WITH TAS 201/202203 AND ASTM E1886%E1996/E330. j u i� a
4, DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM T STED PRESSURES DI11111DED BY A 1.5 UI w m e w Q
SAFETY FACTOR.
5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND ----- Z
ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL IjJ 3
CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. PLAN VIEW
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED.IN THE DESIGN OF THESE PRODUCTS.WIND z u3i� 3
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN: < o w
7. DETERMINE THE POSITIVE AND.NEGATIVE.DESIGN LOADS TO USE WHEN REFERENCING THESE v,°w o
DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR w G a
WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 v
SHALL BE.USED.
8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC <
SITE. G
9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL M
ONLY BE USED IN CONJUNCTION WITH THE.EVALUATION REPORT SUBMITTED FOR THE SAME a
PRODUCT APPROVAL,USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER O Q
F 61G15-23 THE FLORIDA ADMINISTRATIVE CODE. � �yW 1
a 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. . a�5
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL
WHENTHE
DOCUMENTS.. HURRICANE PROTECTION \�
-12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING.
OFFICIAL MAY,RE_UIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED DATED AND -'BOTTOM � a<
g SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE TRACK
DEVIATION:AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS HER APPROVAL. LOCKING MECHANISM,SEE 3.5 W a
13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FXLLOWING MINIMUM TYPICAL PLAN vlEws J E 3'
INFORMATION; TOWN.&COUNTRY INDUSTRIESg
FORT LAUDERDALE FL. . TYPICAL.ACCORDION ??v
g MISSILE LEVEL D=.ASTM E1886i,E1996&E330 � SI(UTTER ELEVATION aS
TAS 201,202&203 a
FLORIDA BUILDING CODE APPROVEDTABLE 2' 1 N.T.S. EXTERIOR ELEV
14. K.ALSLEXTRUSIONS 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
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 NON-HVHZ ESSENTIAL v 4,
BOX LOCK AT.CENTER OR SIDE CLOSURE. HVHZ FACILITIES o Y "I
17:' TOP AND BOTTOM DETAILS.MAY BE INTERCHANGED .AS FIELD CONDITIONS REpUIRE.? 6 66
18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS f �
19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH; <30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE
L 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED, GRADE GRADE GRADE GRADE �'1 I
22. SHUTTER MAY BE INSTALLED WITH IJP TO(2)ADDITIONAL BLADES OF SLACK.
23, SEALANT SHALL BE USED ON ANCHORS OR 7TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4" 1-5l0" 2-3/8"
a TABLE 1: r :T99" 3-1/2" 1-718." 3-5181 1-718" �e
TABLE 1 NOTES; 1 120" 4=118" 2"
1; DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-TIB" 2" V.
ee ACCORDION SHUTTER
9 SHUTTER SPAN SCHEDULE"ABOVE ARE
> MAXIMUM ALLOWABLE DESIGN.PRESSURES, 1.. HVHZ:DEFINED AS MIAMI-DADS COUNTY AND BROWARD COUNTY FLORIDA,
SPAN SCHEDULE ,g €
AT EACH RESPECTIVE SHUTTER SPAN. 2. NON-liVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARO COUNTY �Y'M FRR LBrxlwa�O PE
POSITIVE NEGATIVE 2. LINEAR.INTERPOLATION BETWEEN SHUTTER FLt�trru'Ir 15-2339
@ SHUTTER DESIGN DESIGN SPANS is NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND
SPAN PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE I ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SCALE:
IPSFI PSF DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PAGE DESCFUPTION:
SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS TIIAN 30"SHALL
EE 72" 100 100 - HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN<30'ABOVE GRADE,AND 1-5/8"WI1EN>30'
u 99" 70 70 ABOVE GRADE.
5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE '�
120'.' 53 63 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED, n
144" 43
6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM [ILlll
40. E1996.09,
a
PROTECTION VARIES
4,874"MAX.
...jjjl((Ijjj�411511�5". I - - 1�1V�ty' �
1' _r.._• 0.000"
g 0.062". .0.450" vci 0..
0 0125" - 0.062" fv -
o ..• 1 700 O.F00".
• 1:708 0.100 - ...-1- `0.080". : 0.0631_
p� 096.._ .: 0:195" o _ 2.a20" • 33,' •'•
TME
0.125" 0,6 .61
30" ": 0.062".a 1.908"- y��A, - 7,•(.
JE
-I- •0.630" --� . 1',993"� ra
0.630" R62" '0.630 0.082" IfyI_.L. 0.143" I D.096" /y� ".069""� 1_-._10.971" '0.971"-{ .143" ` �( r2" "°•200" 0.062" 0.200" 0 00.630:: .0.06" m 0.0.062 -H 1. 70".� "p Ej 6006" 006 -moi QaZ LtD ZWb. SUPPORT LEG OPTIONAL ( 0.240"" �- . " `i 0.062"�0 Uj N �3:V,5 7 - 1.069"'i0.062" 345"MAIC:. . In �OVAO BUILD OUT WALL j �STREAMLINE'CEILING TRACK O4 STREAMLINE WALL' TRACK O HEAVY HEADER/SILL LITE.HEADER/SILL
t SCALE=HALF SIZE SCAtE,HALF SIZE SCALE.HALF SIZE SCALE!HALF SIZE SCALE:HALF SIZE *' `
' a
- WHERE 9HOWN,SCREW BOSSES -
8 FELT GROVES,ARE OPTIONAL
ro ON ALL EXTRUSIONS. - -
i 0.074 F' 2.655"
g t�u 2.195" 1:230" '1
'1.229" I O.iDS" 4.060" a�s
II U,
d •�rn
m i 9 I 2.362"
05 n _ l
L 3 Oo +.031 j 10n i iIH2!
1.069'• 0.075" o i 0.075' N_J 0.494" 0.044' �•j= g
.. ,i -4.510 .. ..• - _ --_ �- TED THICKNESS OF
• 0.781" -1- _ NOTE:TESTED
� ��--•"-4.510"� �,. 0.07 .3.506"� DARE METAL WIO PASPlT 75 0.034"
7 SILL g SILL Api1PTEft g EXTENDED SILL �p EXTENDED.SILL ADAPTOR j1 ADJUSTABLE SILL BOTTOM: 13 6:g�STREAMLiNE SL�T/BLADE
SCALE-HALF SIZE '' SCALE,HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE -' -
' SCALE,HALF"SIZE
. 0 1.570 45
0 143 0.08 34" X0.2 " - pg
0.143 '- .. o5'eo _
. ' 1.708"�0143" OA96"p,-�
0.477 0 510"
0.540'" 341" .06.' 0 0
6'060"
I
�0.080" �0.117"
D.Q9o^N "
I I N 0.096"
}g 4 slo" 0.080"
> .. CAPYFlC877EWC{LBfl�1tVID4
0.094" -0.-22-7"-- 0.682" '" 0.630" 0.060" " 15-2339
52339
scAFe
g Nt1TE:THICKNESS OF BARE' 2:822" " �--1.625"^-i 0.420" PACE OESCAIPi10N1
s METAL WIO PAINT IS 0.039" -
�g 6.6 STREAMLINE STACK. 1g RADIUS CEILING HEADER(SILL 17 6:8 STARTER 1g WALL SILL CLIP Igo WALL SILL
SCALE,HALF SIZE SCALE,HALF SIZE, O SCALE,HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE
VY �9
1�0,125" 0.610" STAINLESS STEEL 2801" Apo" NYLON WASHER OR
ASS.3Z' }}}} ALUMI
it 0:320"0 HOLES0
o NYLON #10x 2-3/4"410 HT S.S.
o <a °� INSERTS SCREW W/TC ULTRACOTE --- 0.591" i
0 0.000 WHEEL U ri O 0.120"0 0
0.05 COATING in S
TRACK (TYP TOP&BOTTOM) 0.462"-#� 1 SreO,r A 4 t{/o
NYLON BUSHING W/WASHER:
0.750" 7/16"0 x 1/T'@ INTERIOR)DINT TOP Z4/ 0
r 5"MAX.---=-j nP•AT EVERY OTHER 0.070" 0.154"-� �-0.137" SU
INSIDE JOINT AT TOP. 7/16"D x 1"@ INTERIOR JOINT BOTTOM t 1T n:
_ CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR >U Y 6
ANGLE -- - HOUSING-ZINC DICAST,POWDER COATED h
�9 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 2g BOX CENTER INSERT (�a d, z a
SCALE,HALF SIZE SCALE:HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE.HALF SIZE SCALE:HALF SIZE Z
OR KEY/THUMB TURN OPERATED INSIDE. W 4` ?�
i-}o.zso" 23 BRASS_-P,USH LOCK 3 a
N
SCALE,-HALF SIZE
ao.155"
. mdqFI �--2.750"_0.2_5_-' � N�` - .. -� --� • Ja {- °J
O
80.500" 0.260.206" 1.603" .267
0.500 •0.623" 1.710" '1224"
0.090" 0.531" 0.531"2125"
'J2116
0.790" .
3191,
;07.064" H0.20
09 067 .62.250" 0- o ' 7
0
cc
9 0.224" 0.239"
B6B,D. 0.496" »
2.000" �m
m$h
a1.750 �
1 a o
RAINGUARD DECORATIVE FLOOR TRACK 6" � y �z
0.160 H "{ 0.2062
SCALE=HALF SIZE SCALE,HALF SIZE 1.001 0.062" 0.062" 42q$t G„:rrnmm�3ija,
0.176" c
3p UNIMATE-LACK 31 MALE BOX CENTER 32 FEMALE 80X CENTER `}
SCALE+HALF-�5iZE �SCALE:HALF SIZE �SCALE.HALF SIZE
J o
m . . t
4I-0.062"
5.500"x13j16"WIDE
$ _ 7/16"0 STAINLESS
e '�A T•167" STEEL NUT
_3-1- - 30
0.430"
G 0.125"- - r ..
�o.1e0° 5J16-18x1 MACHINE SCREW l°a }`LLt n
STAINLESS STEEL0.17.1"
TYF. 5/16"W]IJTEREAD n ry a
POWDER COATED,ZINC DIE-CAST THREAD a
HEAD STYLE VARIES "'�, �" 1.050" _g
DpL77A�oppEL 2D22. SECTION A 3fi T=I:OCK:A0A04ER: 37 T-SCREW INSERT 38 THUMB SCREW 5����_ 151
ItJDUSTRIAL SYSTEMS (OPTIONAL) - SCALE,FULL SIZE SCALE:FULL SIZE o o.zs4" 40a 40b 40c
35 BQX LOCK, _ SCALE:HALF SIZE
SCALE,HALF.SIZE 2ND STRIP 1'" o I3 s/
--z.000°-� 2° 8i 3" EXT a
I r4.xzs^ s
SCALE: HALF SIZE pig
0.050" 2 0.093" 9 "g
q.125"
jig
0,
0,125" tYMRgtDiFRGSLIM M,ft00PE.
D.zso''
Doss' 0 0.093" m 15-2339
SCALEf
E I PAGE DESCRIP71ON:
7.000"
@)
g 2X7. ANGLE 20 ALT.j!,%END`STRIP: 21 1.5"x3"x0.093" ANGLE 25 2':x3'"x0.125" ANGLE �9
SCALE HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE
SCALEI HALF SIZE
' .: ,. ., ., .. - N! 09 '•//%/��P.E. '
SCHEDULE @ iB"ANY AN CH It RD.C.CHOR 'EXISTING ED
DIST. DIST. Z �`` L•, N�yA�,,����
GLA21 N_G' ,UlRI � 4.
SEE END STRIP
ON
_ EMBED SPAN WHEN USI
EMBED. '
17 (INTERIOR) II II F3, OR 6 BaSTARTE0. ^
A ANGLE
' LEG D RECITON �-
17 E� 17 MAX. WITH 21 OR 25. a•,. 111
MIN.0.062'THICK 6063-T6 ALUM. /
EDGE 1 -` - 30 .. ANGLE 1"z 1"MIN.TO 2"x S"MAX. — 21 25 //// ���
DIST. E )
. ... .. (ANGLE LEG MAY BE REVERSED)
FASTED!ANGLE TO TRACK W/ o� a 8 ul
B ANY ANOI1gR PER ANCHOR (t2)#10x1"SCREWS AT >L) W
- ATTACHZ00688�A j1 pRw"D t�yz
13 CI EDULE@ 1B IO C.`�- €€
S ( f11
_ 30 13 012 z 1/2"GALVANIZED OR S.S.SMS, - / GALVANIZED OR 1IJJ N 0 4&
I S S SMS,1/16"O ALUM.POP N c 3$
I 6.80' (TYP.1 3/16"0 ALUM.POP RIVET,OR 1/4-20 R VET OR /4-20 MACHINE W w
USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT'&NUT @ 18"O.C: ALTERNATE END,STRIP DETAIL BOLT(k NUT @ 18"D.C. 3 --'
(EXTERIOR) 5/16-18 Ur4e scREw INTO THReaoeo - WITH 6.8 STARTER AND ANGLE m Y
INSERT 37'AT 1/3 SPAN TO 2/3 SPAN, SCALE,3"=V-0" ANY TRACK W/. U)E'
FROM BOOM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. / ,�O 7`
g TYPICAL..PLA0. VIEW HOLE SHALrBE 3/8"MAX WIDTH,UP TO / a
€€g ` SCALE!3"=1'=0" 1"HEIGHT: ; SF SPAN
N - 1"BIO(2.7') 62 108" - - F
- - .72 00'
-SR USE(1)BRASS PUSH LOCK ® 12 80" _
OR(1)5/16=18 THUMB
B SCREW I 0 THREADED LOCKING DETAILS FOR 2 5
;INSERT 1371 AT 1/3 SPAN 2"BIO(3.7') 6Z _95" SEE END STRIP
SP' CENTER MATES 72 BB' Y
TO 2/3 AN FROM s0 _ SCHEDULE FOR MAX.
SHOW ON RI1NDOh1
� BOTTOM OF.SHUTTER. ,. N
, d gqECEIVING HOLE SHgLLBE.. 3U DETAILS 3'010(4.7") 82 Bfi' �� SPAN WHEN USING
3/B"MAX WIDYH,UP TO. �. 13 72-- 79' pg 20,40a,40h OR 40c,
1"HEIGHT. 30 ® B2 74" @ 1/4" OR 6.0 STARTER w M
1 f AX. _ �m
pv
O=_<
.. ALT.1"B/O 62 10' _ WITH 21 OR 25
(2.7 82 72 02' t,
10 112 111" 40 40 m "
132 75"
- - - 1.5'x3" 45 93,. 40 20 DE CLOSURE
13 x0.093" 52 87' BUILDING CONDITIONS.
USE APPROPRIATE
STARTER STRIP.TO
PROP
57 83" FOR --.
3 60 81" BU ONDITI 3_E 3 0
64 6" FASTEN STARTER STRIP o g '
). 7D 75" TO TRACIC 4J/(2)810x1" Aai v
SCREWS AT CORNER,TOP
21.x3" 45 1391, m
NO.126- _- 62_. 120' ALTERNATE END STRIP DETAIL &BOTTOM. o
N
B
61,/ 57 -123" SCALE,3"=V'O" ANY TRACK W/SCREW
6 .116" BOSSES.
lal _L P, .. =73 U9"
J p I SILL GI I' FORGREMERSPAtI50R LOADSTIWI
O I SHOWN III END STRIP SCHEDULE,END
1— STRIPS REQUIRE A 1'X1-.090"CLIP ANGLE
V) - t11OSPAtl USlr4GAtlYANCIIDROHTHE EXISTING GLASS a
O Z 13 SCBE V OR 1/4-20 OOLTTO IN.STRIP. '' - g4 �l6a
I v ow -USE 11 BRASS PUSH LOCK INSIDE e
US1 Cil BRASS PUSH LOCK 30 I S, $
.OR 11 5/1618 THUMB F-' OR(1 5/16-18 THUMB ( ) § ,
,._ SCREW I O.THREADEO 30 di � SCREW I O THREADED gg3 �r
INSERT pp�.7 AT 1/3 SPAN a INSERT(p37 AT 1/3 SPAN SILL o
TO 2/3 S�'P.N FROM 13 z RW♦� TO 2/3 SPAN FROM d/ --&
BUT-TOM OF SHUT7 ER €m a BOTTOM OF SHUTTER
RECEIVING DUE SHALL BE (OUTSIDE)
NTH,
IOTH,UP T23 - 6p
E OTYPICAL OUTSIDE CORNER CLOSURE 35 3a ��
CCt DETAILS'WO/CORNER'POST ———— ———— — t= R
NTS
O30 COPYWGHTFPAN.rLEEIJQMPF.
13 SILL. 31 215 13 23 (OUTSIDE) 15=2339.
USE(1)BOX LOCK AT 1/3 SCALPAOEEDlSCRJPTIOM
SPAN TO 2/3 SPAN FROM
ry BOTTOM OF SHUTTER
TYPICAL INSIDE.CORNER-CLOSURE F�
CC2 DETAILS WO/CORNER POST j l MULTIPLE SHUTTER ASSEMBLY
CSCALE:3"=V-0"
hhh P OOA�' Al %�
Cl CONNECTION TYPE N
REFERENCE ANCHOR EXISTING HOST 'Y' -
SCHEDULE FOR MAX. STRUCTURE S lam'"V K'k
SPACING
Ct CONNECTION TYPE 1/4-20 MACHINE HOLT
\ REFERENCE ANCHOR 1/2" W/NUT Ca 12"O.C.OR W
A-
POP,
SCHEDULE FOR MAX. � #14 SMS[ot 6"p.C.iJz"SPACING (TYP.TOP R BO7TOM1ALUM: TUBEP2 FASTENERS .SEE3_TTA FOR SIZE.6 ALLOY �t q o V"R 660_, Z0tEACH ANGLE l✓" F� I I 1i"x 2"x 1!B" ALTERNATE THRU BOLT, C1 CONNECTION TYPE MN GLASS a cx w �p`� > d
ALUM.ANGLE ° ( _ REFERENCE ANCHOR w x LJ ¢�-L7 I d
13 I SCHEDULE FOR MAX. SEPARATION 13 ; z �`+, fi co
NISPACING PER TABLE 2 I'a w �W(THREE3/16"H ALUM.. ° - r[F: 1, GLASS ` oo W .ttu
RIVETS OR I I I �. OR DOOR= m w Q
THREE 012 SMS,TYP; ° 17 - ti ,�` a a~ o w
3/16"0 ALUM.POP I I)
\x-{17 RIVET OR#12.SMS j' AC �� SI-F �'DW
u 76"O.C.(TYP.) �'4 _ / R A ^. 5 oRRR{{{222��^����///OR Z, /! ..t O a
TABLE A(cc3}_. D R f161
PRESSURE VS ALLOWABLE LENGTH -�,_` i w 0
2°x2°xl//88 3'x3"x1)B' - MAY USE MALE,OR, o v_t G
PSF N°B/O" NoB/0.. FEMALE LOCK=SLAT w o m
1/4"bfAX.FROM PIN
62- 130' IBB' y3 ALTERNATE THRU BOLT ' .. GUIDE TO BUSHING
CS CONNECTION TYPE Cl CONNECTION TYPE WASHER STYP.) tl "
sg 72 124' 179"_ TYPICAL CORNER-CLOSURE RETAILS REFERENCE ANCHOR REFERENCE ANCHOR r _1
s 82 219" 172" CC3 NTS SCHEDULE FOR MAX, SPACING E FOR MAX. 119 j$$ o"
d 92 ii4" I6S". Le^_J IJ t14.3/1,"SMS L°l 9"O.C.
ANGLE TO TUBE CONNECTION �.y!
102 !30' 160-, p2 2"x,125" ��®o 0 d
220 '104'.. f4T, m EXISTING HOST EMBED. 806 -T6 ALUM.TUBE z.
^ !s0
TABLE B(cca) 2
9T 131' STRUCTURE
26Q ..08' Il•I^ .PRESSURE VS ALtOt"tAOLE LENGTH. 5 CONNECTION TYPE m 2
EDGE DISTANCE REFERENCE ANCHOR A g
2'x2"I WITH,1I SCHEDULE FOR MAX. ;-� }n w
p6F WITS 10 WITH. 10 SPACING W j
o 62 if3"'. ..166" .
FASTENER La 1B"O.C. Cb ALTERNATE BUILD OUT MOUNT SECTION g
72 107- l57' (USE ANY ANCHOR SHOWN
82 SOL"'. 147" IN ANCHOR SCHEDULE).--- SCALE 3"=T-0" m
Ta
92. 95,. 139"
� 102 gP'; 132'
E
120 83', 122"
ry 359 74 , 109' \ F W
R wn QP
F .. _ j o
200
.. 64'i.. 94'
0 3/16 RIVET OR#12 SMS - LUhI TUBE TYP IEP ATSDN u l T�,} o
a FJ
2..X2..x _ ......
.090"6063 T6 13
A u!� I ! x Z
(�a 1B"O,C, OR 1l4=2 t7 R m PER TABLE rn o w o a+
° NUT&BOLT(TYP,). 3%16"'A ALUM.POP h GLASS 2 Q a d on -,2 g6
ALllM.TUBE RIVET OR 012 SMS z OR
DO.
E o
6063-TG ALLOY p iB"O.C.ITYP.3 E u -4 N
SEE TAB B FOR SIZE. 2 FASTENERS - x CONTINUOUS a y
EACH ANGLE ALUMINUM ANGLE
1"x 2"x.093"6083-T6 OPTIONAL ANGLE INSIDE
ALUM.ANGLE,TYP: THREE M6"5 ALUM. - 17 ORIENTATION TYP. p w 6
a POP RIVETS OR to
y� - THREE#12 SMS.TYP. ,�„ a v
--C4 CONNECTION TYPE gg
-
OR x ED REFERENCE ANCHOR
ALUMp�
8 `13 " M.AN,
LE x 1i6" SCHEDULE FOR MAK
g r'GSPACINGUSE MALE IX)F'ltiOFtNfluaLEDttNDOPE.
LOCK-SLATOR FEMALE -EXISTING15-2339
"EXISTING CONCRETE,
13 BLOCK OR WOOD FRAMING bCALEt
(OUTSIDE) EE INSIDE SILL MOUNT SECTION PAGEDESCRSPTIDRI
#12 x 1/2"GALVANIZED SCALE 3"=1'-0"
CC4 TYPICAL CORNER CLOSQRE DETAILS OR S.S.SMS,V16"o ALUM. SIDE CLOSURE OPTIONS
POP RIVET,OR 1/4-20
NTS MACHINE BOLT&NUT SCALE.3"=V-0"
C5 Co3 1B"D.C.
i
i
1
C5 CONNECTION TYPE
- i REFERENCE ANCHOR EXISTING
• - ' -
SCHEDULE
HUE FOR MAX. STRUCTURE
o j
!t •O`, ,�r �• �+
2 D I tt S"MAX. 1/4-20 MACHINE BOLT
GLASS ' '�0W.-;. ;. GLASS, ru; C1 CONNECTION TYPE 5
OR DOOR w Lm.I u OR DOOR w w REFERENCE ANCHOR 19 W/NV7 @ 12"D.C.OR
i-wq N Y r w a a_ SCHEDULE FOR MAX. O 814 St15 @ 6"O.C: -
j ` N w w SPACING 1/2" (TYP.TOP&BOTTOM) T men .•,„p ;
0.A55. 13 =w¢wN - MN w S m �. ^k
MN N In w a - GLASS N o to¢ •� ,.
%•, EPARATION
1/4"-20,THRV BOLT W/ ¢ 814 x 1/2"SMS @ 12"D.C. PER X z r -
LOCK MUT,@ 12"O.C.OR EPARATI r W)a- - OR.3t16"H ALUM.POP ¢.� ¢
12,x 1/2"SMS 12"O.C.E.S,, PER _ w t- @ TABLE 2 ,� D a w pOR�6✓✓ r ffrlli
@ 1- RIVETS 6"O,,C. OR 1/4"8 w0.
OR 3/16"0 ALUM,POP TABLE 2 wn ALUM.POP RIVETS @ 12"O.C. q w X W '
RIVETS @ 6".D:C. E.S. \ .�z w w �p Q )} w
R 1/4"0 ALUM.POP RIVE75 .tn - 11 AND(D - MN.CLASS wu I--+ L9 P, `L.tt� G
1/4"MAX.FROM PIN SEPARATION i3 I- >> m Z,•d .
Int t2"O.C,E.S. ASSEMOLY ? w°
1/4"MAX.FROM PIN l/2"TYP. GUIDE TOBUSHING PER TABLE 2 F'm a ca w - z ry a P1I
AND 10 GUIDE,T.O BUSHING � _ WASHER JTYP.) p I W w .a s�• ,
-ASSEMBLY - .: - WASHER)TYP.) - m GLASS ,�_ In)'o N a w
.'/ 1/2 1/2"TYP. EXISTING CONCRETE; s 3 CONNECTION TYPE OR DOOR'-11 X oZr N „"",$ x
r' BLOCK OR WOOD FRAMING '�' EDGE REFERENCE ANCHOR a o a qw tu m
00 / DIS SCHEDULE FOR MAX, Y• UN ,ypeE
4 CONNECTION TYPE SPACING q a
/ EDGE. . REFERENCE,ANCHOR
6 - SCHEDULE FOR MAX, "
SPACING AS SHOWN w Y �`
L-C3 CONNECTION TYPE IN DIAGRAM ON Pb..9 " m o S3 a 6 OR.
- REFERENCE ANCHOR EXISTING CONCRETE, - - -
SCHEDULE FOR MAX. - "M AX.FROM PIN
F� •t �+, '.SPACING:ALL FASTENER BLOCK OR WOOD FRAMING C1 CONNECTION.TYPE ! m
GUIDE TO BUS INC
LOCATION.FRONT AND. • -REFERENCE ANChiOR V WAS14ER tTYP.)
MAXgF�R-OH BACK ANCHORS NOT REO'D t q )INSIDE MOUNT SECTION. SCHEDULE FOR MAX. o
WITH THIS LOCATION" j �..J SCALE,3"=1'-0" SPACING g
PIN GUIDE 7O 5 CONNECTION TYPE
BUSHING WASHER INSIDE MOUNT SECTION REFERENCE ANCHOR N a m
ITYP.I A SCHEDULE FOR MAX. =,='u p m
"O SCALE 3"=1'-0" i S 1&
_ EXISTING CONCRETE, SPACING
BLOCK OR WOOD FRAM) EMBED.
/ O t Z J
- CD BUILD.OUT MOUNT SECTION
SCALE,3"=1'-0" \
TYP. BOTTOM EXISTING CONCRETE, ja W
i BLOCK OR WOOD FRAMING
8 E o
.. '.- ... EDGE U 5T `EXISTING c S
NOTEi FOR DETAILS A,B.0,AND E ON THIS SHEET; 4 CONNECTION TYPE STRUCTURE.
THE BASE TRACK MAY BE INSTALLED IN SECTIONS EMBED.
WITH 1/4"GAPS;PROVIDED THAT EACH SECTION NAS REFERENCE ANCHOR 5 CONNECTION-CHOR w
" A MINIMUM OF TWD SETS OF.ANCHORS AND IS ' m E E SCHEDULE FOR MAX. REFERENCE ANCHOR
MINIMUM OF.12"LONG.THE SILL OR CEILING TRACK- s SPRUNG SCHEDULE FOR MAX.
W SPACING
USED WITH THE.BASE TRACK MUST BE CONTINUOUS ..
- OVER THE GAPS BETWEEN SECTIONS:- , •' 3 ib
SI2"
y@ r ui i.I f?
5 ..I 'GLASS , a _
„a OR DOOR CLASS 13 EO yww wWr' o `a ill
w 812%1/2"SMS @ 12" EPARAit z , Z V J i..W>>., _.._.. _.. b� .
wwr1 .O.C.OR 3%16"H ALUM. PER w oIna 11 73 rN Inww et ( ;
POP RIVETS @ 6"'O.C. .TABLE 2. X o Z r GLASS OR A pjjy GLA' r z z
oO 1/4"0 A UM POP 4 DOOR=-- X r In m
=Zz� i`RRIVETS-1111)12"O.E. uN PER TABLE 'z Wz1q-
hiK CJ.A55 - Nr pym , t u
' SEPARATION - i S Z t,. _
- PER TABLE2. _ Xw� �7 AND QB - 1/4"MAX:FROMPINq d fi
'i/4-2o 5 S.MACHINE ¢ o a ( - - n q
°
m
SCREW&NUT(� '-' E 1 I ASSEMBLY 7/2"' TYP, WASHER(TYP.au DE TO }NG w r - u °pgggt
GLASS. - w 0 1/4"MAX.FROM PIN "kyt gp@
t/h"_MAX.FROM PIN } m �ff�g
OR DOOR 4 CONNECTION TYPE 712"\ GUIDE 70 BUSHING u $e
- _ X GVIDE T.O BUSH) G I _ �i `-a WASHER(TYP.)
,.a REFERENCE ANCHOR
WASHER)TYP.) EDGE. 07PiF1dilFiW✓KLBF)P?IHDOPF.
r>Z 5 6: a SCHEDULE FOR MAX. -
a - '� EXISTING CONCRETE, DIS t 157M9
s m I SPACING AS SHOWN 2•`GONWECTION„;:f,YPE
a BLOCK OR WOOD EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG,9 REFERENCE ANCHOR '
FRAMING SCHEDULE FOR MAX. 5C0.LE;
OR BLOCK OR WOOD FR AMING. REFERENCE,ANCHOR
SCHEDULE FOR MAX. SPACING PAGE DESCRIPTIGN;
• "x 3"x 1/4"CONT." 3 CONNECTION TYPE .}SI2 x 1!2"SMS @ 12" SPACING.ALT.FASTENER EXISTING CONCRETE,
063-T6 ALUM.ANGLE REFERENCE ANCHOR i O.0 OR 3/16"0 ALUM. - LOCATION.FRONT AND. - BLOCK OR WOOD FRAMING
AY BE REVERSED SCHEDULE FOR MAX. POP RIVETS @ 6"O.C. BACK ANCHORS NOT REO'D
S SHOWN DASHED} OR OR 11t."B ALUM,POP WITH THIS LOCATION
' RIVETS @ 12"O.C. -
D WALL MOUNT SECTION CEILING / INSIDE MOUNT.SECTION a WALLf BU)CD DUT
„ SCALE,3"=1'-0" SCALE:3"=1'-0" SECTION
SCALEO3'=1_0
i
I
i
I
i
h7N,GLASS W 11 VDttl IYI J)���O.P.E.
GLASS SEPARATION Z J
OR DOOR PER TABLE 2 13 0 7
I- GLASS OR /7
11--'Q 7 DOOR
X W Q GLASS OR
W 0. DOOR MN.GLASS
SEPARATION
F-w MN GLASS w w PER TABLE 2 - .Q ��7 rn."Jt
- F-F- - SEPARATION Ix F O q g6VRi
tvl*W F- PER TABLE 2 w F-m F-w / o" t�
Ym 13 XwP 14 inoi � 1>u��W �
J �9 ¢ l7 egg
1/4"MAX.FROM PIN GUIDE - E J Q Ct CONNECTION TYPE 13 Q w m w uj Y m W o y
TO.BUSHING WASHER ITYP.) ! 29P2.50'
Q a REFERENCE ANCHOR F e z `lj.,J N 3
vl SCHEDULE FOR MAX. v a
TWO 1/4"o WOOD SPACING ¢ 'S
LAG SCREWS R 24" C4 CONNECTION TYPE 1 N V)�O.C.MAX.WITH 2"." REFERENCE ANCHOR ,1•S .250 w •THREADED PENETRATION SCHEDULE FOR MAX. .4 C)T"INTO CENTER OF 2X STUDS SPACINGEMB."T' 14 SMS @)MIbSPAN BETWEEN IB
STUDS FOR TRACK TO 1"x 4"PLYWOOD& TURE CONNECTION EXISTING HOST STRUCTURE
STUCCO FINISH 1"x 4"x.1 5'.'
6063-T6 ALUM.TUBE
THIS )ET IL
TO BE USED WHEN STUD.SPACING O DECORATIVE FLOOR .TRAGIC DETAIL O WALL MOUNT SILL DETAIL W
EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. 1 SCALE:3"=1•-0" SCALE:3"=1'-0"
O WALL MOUNT SECTION THIS DETAIL MAY: �y�n o m
i6 SCALE:3"=1'=0" ALSO BE USED
" AT.TOP
Q
E V Q
d � S
ACCORDION SHUTTER _
PER PRODUCT APPROVAL w _ � o g
MIN GLASS. OR DOORI'-
e = 1p SEPARATION =13 q
APPLICABLE AT TOP VI Z PER TABLE N P EXISTING WOOD(G=0.42)
...
AND/OR 9OTTOM .. X Q Z TRUSS OR RAFTERDL
L��(
rl ¢ d X ¢ @ 24"MAX:D.C.
m r L M EXISTING FINISH
MATERIAL
I
, I i V
1/2"MIN. S 6 L " IAX•FROM PIN GUIDE 2"x S"x 1/8"60fi3-T6Hv�
IC.SHING IJASHER(TYP,) ALUF1.ANGLE W/THREE o a �i
_ 2"x 3")1 3'e"x CONTINUOUS OR 2.175" .g g 1/4"TILE ITYP.), 1/4"0 WOOD LAG
.
2"X 2"X%"x CONTINUOUS _ 1" - FINISH MATERIAL SCRE4lS WITH 2-3/4"
6061-T6 ALUMINUM ANGLE gE
3/4"PLYWOOD MINIMUM THREADED
O.9"MIN.THICK 6061-T6 ALUM TRACK X %' PENETR."T"IN WOOD(ol 5 6 = 9
FASTENED TO ANGLE WITH 1/4"20- •Tf 1/4"0 A325 GRADE THRU BOLT(al 7"O.C. EACH RAFTER OF TRUSS,
m ANGLE FASTENED TO - E OR 5/16"0 A325 GRADE THRU BOLT @)12"b•C. 24"D.C.MAX.WHERE _
EXISTING 3 KSI CONCRETE '- MACHINE SCREWS AT 3"FROM EIJDS '1' GALV.OR 5.5. ANGLE EXTENDS BEYOND o �
AND 9"O.C.FOR THE BALANCE _ ,lv LAST TRUSS MORE THAN g
HOST STRUCTURE SMITH �q
1/4"0 ELCO ULTRACON TO CONCRETE/CMU
%4"!b ELCO ULTRACONS AT EXISTING CONCRETE HOST �1:' S"O.C.W/1-1/4"MIN.EMB: ANGLE TO ¢ r w
6 EXTEND
3"FROM ENDS AND 4'O.C. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW @)9"D.C.W/1-7/B" NEXT TRUSS. p
A FOR BALANCE WITH 13'4" - MIN.EMB, IN WOOD SG=0.42.TO 0,55. =o ��
gg MIN EMBEDMENT,AND 21'i' MAX.DESIGN LOAD AT 5..W.MAX SPAN: q $a gg
S EXISTING CONCRETE, ,��' 13 'A
MIN EDGE b,STANCE, f 62 P.S:F, _=Z t3 ®®
HOLLOW BLOCK OR
STAGGERED WITH 3"MIN. MA)L DESIGN LOAD AT 6'-0"MAX SPAN: rn LFO 2 M Q COPIRb ITFMttLAE1dW:➢OPF-
SPACING,TYP. W000 FRAMING.iSEE 2"x 5"x 1/B"CONT'. X Z O 2 F-
f 52 P.S.F. ANCHOR SCHED.� .r ALUM.ANGLE(6063-T6) ¢w o¢ 15-233.9
E BASED ON TYPE OF
e Iia
BUILDOUT MOUNT s � SCALE: -7-1
SCALE:NTS (MAX.DESIGN LOAD i 72 P.S.F•) ¢ PAGE DESCRIPTION,
Hb
PASS THAIL O TRUSS MOUNT SECTION
SCALE:3".
T 1'--0"0" K Ell
' SCALE 3 1'-D '
i
I
I
I
EXISTING HOST, ALT.LEG DIRECTION Iltillg1Vit DI �oo,P.E.
STRUCTURE .. 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN \ B 01",
12"MIN FROM � � EDGE.OF ACCORDION ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM ��/�
EDGE OF SHUTTER,.' SHUTTER BIADES .1/2" SPACING,AND 3"MINIMUM EDGE DISTANCE A ,' 1•'
�yI i
TOP OR BOTTOM ASSEI4BLY - TIAX (7,)6063-T6 ALUMINUMANGLES PER _y •�
. r PER SPAN TUBE BEAM
CHEDU SCHEDULE
EMBED.
1/r' No.
�� � SPAN TUBE PER �-
DESIGN SCHEDULE �7
ACCESS HOLE 7 JA'T
grNEDGE OP ACCORDION Z 2: j-1/4-20MACHINE BOLTW/NUT@is SHUTTER BLADES TYPICAL. m V12"O.0 OR#14 x 3/4"SMS 6"OC. '' UJ��.$�., `\\4 .S6 �1"•�\�x?
A - °� BSI U -
2.875"¢1 HOLE(TO RECEIVE - I EDGE 3 16 m _ //t�1 Q¢¢ 17
.'ROUND WINDOW ASSEMBLY - DISTANCE Z In~ - I:J4 >_
- MIN,GLASS }( w°
MAXIMUM OE 3 WINDOWS _ � � � � ��� � � I1 - 13 �Z�� �ii11 � P
EXISTING TF SEPARATION wt O= .tea 3 Yl
PER EVERY OTHER BLADE - � � � I - GLASS OR - S W
DOOR 7
s 1 LIGHT=N-VIEW WINR0IN o o EDGE 1/2°MAX ¢0 Ln
a¢ W 3
1 a 7 N.T.S. EXTERIOR ELEV =0 DISTANCE _ f w a a
moo i. -
w o- 1/4 MAX.FROM PIN GUIDE Gi
5 6
3 16 n
�G TO BUSHING WASHER ITYP. .m
w i ACCESS it-2 MACHINE BOLT W/NUT-@
2.875-0 HOLE TO _ , 1/2" HOLE 12"O.0 OR#14 x 3/4"SMS 6"O.C. N
�3
- SPAN TUBE PER w
- RECEIVE ROUND EMBED. DESIGN SCHEDULE
WINDOW ASSEMBLY •I tr�
1/2" (2)6063-T6 ALU14INUM Fa o
MAX. ANGLES PER BEAM END,SIZE �1�.m ¢O m
EXISTING PER SPAN TUBE SCHEDULE Irl p
_ I HOST 1/4"0 THRU BOLTS SEE BEAM 1 O
STRUCTURE SCHEDULE FOR REQUIRED NUMBERS ,o tzJ uj
j- - 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN - g a
d EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM
?_1210.032" - 0.032" 0.125" - SPACING,AND 3"MINIMUM EDGE DISTAUd
III - MAX.DESIGN LOAD,=f 72 PSF JJ o.5
$ 0.19 ��PAN TUBE SECTION. . T.
/� .\� 8.. ,N.T.S. VERT SECTION
�I m
SPAN TUBE SCHEDULE ..
ALLOWABLE TUBE NUMBER OF IJUhJBEROF IAIIIIMUMANGLE
• - I -
ROUND TUBE SHUTTER SPAN THRU-BOLTS ANCHORSANGLPER LENGTH
S R
WINDOW SIZE SPAN _
1 � ASSEMBLY TOP OTTOM TOP OTTO TOP OTTO TOF OT701d a �'
- B - U h1 I O to B
TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE i gg
o o F� B
LL ,.,x 60" _123 B' 135.2'- 2 2 2 3 d" 7"
m \ 2k5 e o
E 0:125• 96 101.7' 106.9" 2 2 3 3 -_ 7• - -7' �2
q
/ 123" 09.9". 94.4' 2 2. 3 3 7" 7'` F
3
120.1' 157.0' 2 2 2. _ _3 4"' 7' �
m -\ \ - 0.125" 86" 114.6" 124.1"' 2 - 2_-'-_3 3 7'. 7, ss
1 •123" 102 8' 100.6" 2 2, 4 10-
y 02,875" �--#0.188' �. I 2'Y6'k -60'--138.0" 196,8" 2 2 3 .3 -7" - 10 M
y 93,250" 0.125' 98" 122.7" 155,7" 2 2 3 4 7 10" C
$ 1 .123" .416.4' 137.5" 2 3 4 5 10" 13"
/ 60" 156.1' 240,0- 2 2 3 q
L� B sj
� $
- ` 140.6" 129.9' ,1 3 4 0 - 10" i6'
2'x 10'x 90" .i
n
LIGHT WINDOW,- .. �\ 9.,675 - " - --- -- - - -- i a a 9
123" 1322' 203.1' 3 d 5 7
��J N.T.S. SABIC PLASTICS SLX143IT-UL-94HB -i/ SPAN TUBE SCHEDULE NOTES: C0P1PJGBIHW0(L9UQMWPE
1. 5 2.x3 x1 q
x'x 4"ANGLES FOR 2"x5"N 2"z6"Benhls. 15-2339.
z - 2. USE 2"x5"x1(4"ANGLES FOR 2"xB"&2"x10"BEAI.15, SCALEI - -
3. USE BEAM SCHEDULE.FOR DETAIL 3/8. PAGE DESCRIPT1oN:
IS ARE NOT
4: TO
TOP&BOTTOM1I BEAMS MAY BE USED TOGETHER OR IN COh18IFIATION WITII OTHER
- 5. SPAN TUOES hD Y BETA LUSED IN AMID SP ANECONDITIONFIN,ITH SHUTTERS SPANNING
AN 1 NG ABOVE A"AMSAND
' BLAD.E W/ ROUND WINDOW . BELOW THE BEAI•I:hIID-SPAN TUBES SHALL HAVE TOP BEAhI LIMITATIONS(INCLUTO'DING SPANS, b 9
S ANCV ANBD NGLES TND B0�'S),WITH THE SHUTTER SPAN TAKEN AS TtiE SUN OF THE SPANS
EXTERIOR ELEV EA BELOW HE BEALLOW .
T,I BL BEAMS AND ANGLES OEBE 6063-T6 ALUMINUM. Q
n
6. LA
7 AL
ANCHOR SGHED,Ul.E CONCRETE ': o`�t` ` o
2.5'MIN EDGE DISTANCE
G , LOAD SpanS.Up=Tyi6'-0't Spans Up Ta'
Spans U�Ty 12°-0"� •vt/'3• /7
ty�{ AMCHpR,. (psq CO'Ntl'TYPE"' CONN TYPE CONN TYPE
x - CL C2_.C3 C4 :CS:. .CS C2 C3 C-0 CS C1 C2 C3 C4 CS .*.�
1)4 ITW 7APCON OR ELCO L,43 35 0 1G0"I5.Q"16.4"16`.0"16.9"16.0" 9.0" 9.5" 5,5" 8S' LAS' z
UL7tlHCp11 WITH]3/4;.. 16.0 16.0"10.5"14.5"16.0:16.0"12.0 7.0" 10.5"16.0"15.0" 7.5"EM6Eb(3192ps111IN CONC) 16.0"16.0"8S• 12.5"16.0"16. S.S' ,B.S" 15.0"15,0" 7.S" 4.S" 7.5" iQ.S" - � (�7 O16.0 13.0" 7.0" 11:0"16.0"15.5" 8.0" 5.0" 17.5" 11.5"15.91 7.5" 4.5" 7.5" Lq.S'• 7 / COMBINATIONd.5" 7.5" 19,51 iS.D" 7:5" 9.5" l7.5" 10.5"i5.0" 7.S" 4.5" 7.5" 10.5" 2 x S ITYP.I 4 ! 10 COMBINATIONI/4"MILLENIUM MILLFAST 16.0"16.0"IS.0"16.0"16.0"16.0"16.0" 9.0" 13.5" 15.0" 16.0" 8.5" S.5" 9.D" 13SWITH1.3/4"EMBED(3275ps116.0"16.0'•11.0"15,D"16,0"16.0"me- 7.0" 10.5"16,0"13_5" 7.0" A.S" 7,5" 9_5" tsfMIN CONCRETE) 16.71 15.0" B,5" 13,0"16,0"16.0" 8,5" 519,0" 33,5"13,5" 7T0" 4,5': 7.5" 9;5" CIQ a
16.0"12.0" 7.0" 11.D"16.0"14.0" 7.11 4.S" ;8.0" 10.5"13.5" 7.0" A•5" 7.5" 9.5" 1U
SOD 13.5" 7.0" 4.5" 7.5" 9'5" 13.5" 7.0" 4.5" I7.S"
1/4"ELCO CRETEFLEX 594 43 16.0"16.0"ifi.0"16.0"16.0"16.0"16.0"23.5"16.0"16.0" 16,0"32.5" 8,0" 13.0"16.0" 1 x S(TYP.1 .. 2 x S( YP.I W w q1 m
Wj 2^EMBED(3350pst MIN. 53 Ib:O"16.0"16.0"16.0"16.0"i6A"16.0"10,0"15.5"16.0' 16.0"Stl.O" 65" 11.0"14.0"
CONC) 62 16.0"16.0"12.5"16.0"16.0"i6-0"12.5" 8.0" 13_0' 16_0"16,0"10.0" 6.5_11_0"14.0" N
7Q 18.Q"i6A"10.5"56.0"16.0"16.0"10.5'•.7.0" 11.5"15.4"16.0-14.0" 6.8' 11.0"54:0"
"a^ 100. 16.0"10.0" 6.5" 11.0"14.0"16.0"10,0". 6.5" 31.0"14.4"16.0' 10.0" 6.5" 11,0"14.0" w"
11 MIN EDGE DISTANCE NOTE, "5"INDICATES ANCHOR SCHEDULE SPACING.
C3 C2 C3 C4 CS C1 CZ I C3 JIC4 CS C1 C2 I C3 Ic4 cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE:
Ij4^ITW TAPCON OR ELCO 43 56.0"16.0" 7,5" 8i0" 171-1
.4"16,0'1 5"0" 5,5" L6,0"]6"0" 9.0" 3.4" 4,4" 14-d" - C2 CONNECTION TYPE USING PIECE 10 WITH OUTSIDE �
ULTRACON WITH 1-3/4' .53 16.0"16.0" 5.5" 6.5" 6.0"12:0" :4.5" 16.0" 14,5" 7,S" 10.0" ANCHORS ONLY n
EMBED(3192psl MIN CONC) ,62 16_0"15.5" 4:5" S.5" 6.0" 4.D" 9.4" 14.5" 14.5" 7.5 10.4" - C4 CONNECTION TYPE USING PIECE fl WITH t?
70 160 125 4.0 50 50 7,5" 11.0"14.5" 7.5'• L0.0" OUTSIDE ANCHORS ONLY �1
_ -104 lA 5 7 5 _���r,�� 4 5 7.5" �/10.0"14.5" 7.S' 10,0" r
](4"FIILLENIUM hIILLFAST. -43 16 D 16 0"11 0 13 5" 6 0 13.0" 6.5'" 9.5" 16,4" 13.0" 7.0" 4.0" 6.5" LOS" B
WITH 1.3/4"EMBED(3275PSI ,53 16.0"16,0" 8.0" 11.0 6.0" 9.0" " 7. SS 7.5' ANCHOR NOTES:MIN CtlNCRETE) 62 i6A"i2.5" 6.0" 9.0" 3.5" 7.4" 4A" 6.S" Ii.O"I0.5" 5.5"/5.S' 73'•7016.0" 9.5" 5.5" 8.0" 1.". 5.5" 8,5" 10.5" 5.5" S,5" 7.5" L SPANONLY. AND.LOADS S LOWABLE ORM SHUTTER HEREARE FORD ORSPEIFI ANCHOR SPACING 0.5" S-5" 5.5' 7,5" 10.5' S.5" SS' 7.5" LIMITED TO THOSE SHOWN N TABLESI(Pg 1). SPECIFIC LOADS MUST BE
1.1/4"MIN EDGE QISTANCE ANCHOR Z ayb 4
z !/4^ALL-POINTS sOLI[)-5E7 2. ENTER SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, _w 1¢
S ANCHOR WJ 7J8"EMBED d Ci C2. C3 C4 CS .C] C2. C3 'C4 CS CL C2 .C3 C4 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR v u
1/4-20 55 MACHINE SCREW 43 16.0"16.0" 8.5" A0.5"16.0"16.0"12,0" 5_5" 7.5" 16.4"12.5" 6.5�' 3.0" 5.0" 10.0" .. TpUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER p
p 3000 51 hfiN CONC) S3 16.0"15.0" 6.5" 8.4" 1fr.4"i6A" 8.5" 4A" 6.0" 15.5"i0.q" 5.0" 4.0" ?A" THAN OR EQUAL 70 SHUTTER SPAN.
y - ( p .62 16.0"11.0" 5.0" 7 0" 16.0"12.5" 6.5" 3.5" 5.0" 10.0" 10.0•' S.0" 4.0" 7.0"
g3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE.
70 1fi.0" 9.0" A.S:' 6:0" 35.0"14.5" 5.5" 3.0" 4.0" 8.0" L0.0" 5.4" A.Q" 7.0"
-' - 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE
s - 100 10.6" 5.0'• 4:0" 7.0" 10.0" 5-0" 4.0" 7.0" 10.0" 5.0" 4,.. 7.0" '4'
m BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER �v r
a N - : 3"MEN EDGE DISTANCE ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE ,p
g ANC OR W/HTS SOLID-SET - -- CONNECTION.YPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF +
aP
ANCHOR W/7/e^Et;10ED& Ci c2. C3 C4 C5 ci C2 C3. !C4 CS Ci C2 G3 C4 CS CONNECTION TYPE.
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"I6�0"15_0" 1L0" 7.0" 11,0"16,0 rC� � c)
(300dpsl MIN CONC) 53 16.0"16.d"13.51 16.0"16.0"l�0"
13.5':i6A"16,0'• 8.5" 5,5•' 9.5'" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE l I �
-52 16,0"16.0"10.5"16,0"16,0"1 11.4"16,01 16.91 8,5" 5.5" 9,5" 12.0" ONLY,
70. 16.0", f5.0" 9.d" 14.0"56.0"1 24.0"i3.0"15.0" 8.5" 5.S" 9.5" 2.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
100 16.0" 0.5" 5.5" 95" 12.0"1 9.5" 12.0"15.0" B.S S.5" 9.5" 12.0" IN ACCORDANCE W]TH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT -
-.-� LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OT1tER
1•' 2-Sj8'MIN EDGE DISTANCE _ _
1/4"POWERS 95 DROP-IN - FINISHES.
IV/1/4.20 55 BOLT AND CI C2 C3 C4 CS Cl C2 C3 'C4 C5 CI C2 C3 C4 CS p
2"EMBED(3000pst Al3N 43 16.0"16.0"14.0"16.0"L6.0"16.0"14,01 8A" 12.5"16.0"14.01 7.5" 5.0" 8.0" 21.5" - 7. INHERE EXISTING STRUCTURE IS WOOD FRAMING.WOOD FRAMING CONDITIONS i��"�� •{�p��
gg
CONC) 53 16_01 16.0" 9.5" L4.0"16.0" i6A" 9.51: 6.0" 10.0"16.0"li_S" 6.0 4.0" 7.0" 8.0" MEMBERS,NOT PLYELD WOOD.FASTENING TO PLYWO DNTO E I5UACCEPTABLEATE WOOD IONLY FOR ^8 a
ti' r 52 16.0"22.5" TS' 22.64 16.9"14.5' 7,5" 5.4" es, us"',31.5" 6.0" 4.0" 7.4" 6.Q'- SIDE CLOSURE PIECES. ���"Cj� $$5555
70 16.0"10,0'• 6.5" 10,5"16.0"ILO" 6:0" 4.0" 7,5" 9.0" 11.5" 6.0_' 4,0" 7.0" 8.0" -
m - $
-- - ----- B.
WHERE LAGLOCATED FASTENCENTER
NARROW FACE OF STUD D FRAMING,SU FASTENER
100 21.5" 6.D" 4A^ 7.0" 8,0" 11.5" 6.0" 4.0" 7.0" 8.0" 11.5" 6.6" 4.q" 7A" B.D° SHALLBEIN CEN OF NOMINAL 2"X M N, WOOD I 3j^
f 1/4"POWERS 55 DROP-IN _ _ ._ - 3-1/2"MIN EDGE D151ATICE EDGE DISTANCE IS ACCEPTABLE FOR WOD FRAMING. LASCREWS SHALL
WJ 1/4.20 SS BOLT OP-1 Cl- CZ .C3 64 CS Ci C2 C3 ;C4 CS C1 C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. g�
AND
11 EMBED(3000psl MIN 43, 16.0"16.0'•15.0"16,0"16-0"16.0"14,5" 9,0" 13.5"M160"15,0 7.5 5,0" 9.0" 12.0" 9, MACHINE SCREWS SHALLHAVE MINIMUM OF 1/7,"ENGAGEmrNTOFTHREADS INCONC) S3- 16.0"i6A"10-5"15.0"16.01 16.0"10.0" 6"S" 10.5" 124" 6.0A7.55" BASE ANCHOR AND MAY NAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER62. 16.0"L3.0" B.0" 12.5"I6-0"15.0" 8.0" 5.0" 9:0" 12.0" 6,0" 4,0" HEAD(SIDEWALK BOLT},U.O.N.70 16.0"10.5" 7.0" 11.0"Ifi-0"12.5" 6.5" 4.5" 8.0" 12,0" 6A" 4.0" 7,5" 8,5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. `� k ,
100 12.0 6.0" 4.0" 7.5" 8.5': 12.W' 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5'
N &I
2"MIN EDGE DISTANCE, • DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING I.IACHINE SCREW,
#12 SMS Wj 2"EYEWALL C2 C2 C3 04 CS CS C2 C3 C4 CS CS C2 C3 C4 CS NUT OR WASHER WINGNUT• COMTH90]iSWIXLBDalVmpP.E
ARMOR INSERT W/2"EMBED 43 16,0"16.0"11.5"114.0"116.0"16.0"16.0" 7.5" 10,0"16,0"16:0" 9.0" ATS" 6;5" 13 5" U. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE, 15-2339
(2000Ps1 MIN CONC) 53 16,0"i6A'• B.S' 11,0"16.0"16.0"mS" 5.5" 8.0" 16.0"14,0" 7.0" 3.5" 5.S" 10_0" - -
52 16.0'.'15-0" 7-0" 9-5" 36.0"16,0" 9.0" 4.5" 6.5" 14.0"14.0" 7.0" 3.5" 5.5" 10.0" t2. WHEN INTOANCHORINGLLL 70 HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO SCALe:
DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL PAGE Q59cwPnoR:
70 16.0"12.0" 6.4" SA" 16.0"i4-5" LS" 4-4" 6,0" 10.5'14,13" 7.0" 3,5" 5.5" 10A" CONCRETE SCREWS TO HOLLOW BLOCK _
" 100 14.0" 7:0" 3.5" 5.5" 10,0"14.0" 7.0" 3.5" 5.5' 1P,0"1,0.01
#12 SMS W/2,75"EY 43 16 a"16,Q"1GA°16.0"16.0"16.0"16,0"SOA"14.0"16.0"15.91 11.5" 6A" 9.5" 16.0" tt�i
ARMOR INSERT W/2.5' 53 16.0"16,0"12.0'•16.0"16.0"16.0"150" 7,5" 11,0"16.0"16,0•' 9.0" 5,0" 8.0" B.-IT "u u
EMBED(2000ps1 hlit CONC) 62 16_0_'16,0" 9_5" 13.5"16u0"16.0"11.5" 6.5" 9.S" 1.6.0"16,01 9.0" S.0" 8,0" 13.0"
9L, 70 16.8'.'16.01 B.0" L3,5"16.0"16:0" 9.5" 5.5" 8.5" L4,0"16,0" 9.0" S,0" H.0" 13.0"
100 16.0" 9.0" 5.0"- B.0" 13.0"16:0" 9.0" 5,0" 8.0" 13.0" 5.0" 8.0" 13.0"
i
i
I
ANCHOR SCHEDULE:.CONCRETE (CONT. 9a .
2-3/16'j MIN EDGE DISTANCE 3-118"MIN EDGE DISTANCE _ •V"ti% ?_.
LOAD Spans Up To 6'-0" Spans Up TO 8'-3" Snans UO Ta 12'-0" S�,pans Up To 6'-0" Spans Up TO 8'-3" spar's UP Tp 12••0•'
O
ANCHOR (0s� CONN TYPE CONN TYPE CONN TYPE CONN TYPE - CONN TYPE CONN TYPE
s - CL C2 C3 Cd .CS Ci C2 C3 C-0. CS. .C1 C2 ( C3 C4.1 CS C1 C2 ( C3 C4 C5 CI C2 C3 ( C4 G5 Ct C2 C3 G4 CS Ar
5/16"ITW TAPCON XL WIYH 43 16.0"16.0"116,0"16:0'1 16.0"160"116.0"112.011116.011 16.0'M
ll.q' 7.0',' 12.0'16.0' 16.0"16.0' 16.0"16,0"16,0"16,0"16.0 12'5'16,0'16.0'160'11.5" 7,5' 12.0 16_0"
1-3/4'EMBED(1899051 MIN 53 16.0'16.0"14.0'16.0`16.0"LE.B"14.5" 9.0" 14.0'•16.0" 4.0" 60" 1q-0"12.5"16.0"16.0"14:5•'16.0"16.0"16,0"15.0" 9.0" 14.5"160"56.0 9.5" 6.q" 10.51,13 0" �7a', �(4 ',•,.
CONC) 62 16.0"16,0"11.5"16:0"16,0"16.0"11.5" 7.5" 12.0"16.0" To! 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" 99 s- G,0" 10,5"13,0"
- 70 i6.Q"35.5" 9.5" 3.5:0"16.0'16.0" 4!5" G.0" 10.5"13.5" 4.0" 6.q" t0.0"32.5"E16.0"16_0"10.D"t5.0"16.0"16-0"10.0" 6.5" 105"i4.0"1G.0" 9.5" G.0" 10.5"13.R"
100 16:0" 9.0" 6.0" 10.0"12.5"16.0" 9i0" 6.0" 10.0'12.5" 9.0" 60." 10.0"12.5" 9.5" 6.0" 10.5"13,0"16.0" 9.5" 6.0" L0.5"13.0"16.0" 9.S" G.0" 10,5" 13.0" �� �y� U
5116"ELCO ULTRACON WITH 43. 16.Q.-160"16.0"16.D"16.0"16.0"i.0"13,5"16,0"16.0" 120" 8.0'" 13.5"16.0 3. . 160'•i64"36_0"15.0•'i6.0"160'16.0"13.0", _..._6 "11 0"16.0"16.0"16.0"10.5" 7.5" 12.5"15.01.3/4"EMBED(3590051 MIN S3 16.0"1601670"1616-�0"t6.016,0"113"10.0"16.0"16,0" 9.5" 6.5" 11.5"13.5" 16.0"16,0'16.0•'16.0"1616^0 1 .0 � _
CONC) 62 16:0"16.0•'12.5"16,0'16.0"16.0'•12.0" 8.0" 14.0"36.0" 9.5" 6.5_' 11.5"13.5"16.0"16.0"1460"16.0"16:0"160"13,5" 9.0" 15,0"16,0"16.0"10.5" 7.5" 12.5"15.0'
d
z 70 16.0"16,0"10.5"14.0"16A"14.0"10.0" 7.D" 12.0"14.5" 9.5" 6:5" 11.5"13.5"16.0"16,0"1.13"16.0"16.0"1610"31.0" 7.5': t3.0"16.0"16.0"SO.S" 7.5" 12.5"15,0" �,'(�7�(y N m W Mn
t01• 1.. .100 16.0" 9.5" 6.5" 11.5"13.5:'16.0" ,, 6.5't 11.5"13.5" 9.5" 6.5" 11.5"13.5"L6.0"10.5"J.5" 12.5"15.0"
16.01,110.5', 7.5" 12.5"15.0"16.0"10.5" 7.5" 123"15.0"
LU
1/4"304 SS POWERS TAPPER 1=1/2'MIN EDGE DISTANCE_ - 3"MIN EDGE DISTANCES •IW! w M 3
Wll-3/4"EMBED(3000ps1 CI
.C2 .C3 C4. CS {1. C2 C3 C4 CS C1 'C2 C3 C4. CS C1 C2 C3 C4 CS C1 C2 C3 .C4 CS G1 C2 C3, C4, C5 tp d 3 J
MIN LONG) .43. 160"14.S" 6.5" 8.5" I6.ff'12.5" 70" 40" b,0" 12.5" 7.0 35" 40" _12.0" w
53' 14.0" 0.5 4:5" G,5" 14,0" S5" 4:5" 3.0" 4.5" 9.0" 6.0" 3.0'•' 3.0',' 4,0" 16_0"16.0" 9.5". 13.5"16.0"16.0" 9.5" 16.0"12.0" 6.0" 40" 6.5"
- -' . ._ --
42 If.S" 6.5". 3.S" S.5" 12.0" 70" 3:5" 4.0" 6.0" 6,0" 3.0" 3.0" 4.0" 16.0"13.0" 7.5" 51.0"160"14.5" 7.5" 50" 8.0" I2.0"12.q" 6.q" A.q" 6,5" 8,5" � ¢
70 9`S" S.q" 3.0." S.0" 10.0" G.0" 3.0" 3.5" 4.5" 6.0" 3.0" 3.D" d.0" 16.0"10.5" 6.5" 10.0"16.0"12.5" 6.5" 4.0" 7.0" 9.0" 12.0".6.0" 4.0"
., 100 6.0' 30" 3.0" 4,0" 6.0" 3.q" 3.D" 4.0 6.0 3.0 3.0 4.0 i20" G-D" 49" 4.5" 8.5" 12.0' 6.0" 4.0" 6,5" 0.5" t2.0_' 60' 4.0" 6.5" 0.5" N
i
ANCHOR SCHEDULE HOLLOW. BLOCK
> N
• 1"MIN EDGE DISTANCE - _ 2-1/2"MIN EDGE DISTANCE H
-..__......
rj Spans Up To 4"-D" Sdans Up To B'-3" Spans Up Tp 12'-0" Spans Up To 6'-0" Spans Spans Up To 12'-0" h
d O ANCHOR O D CONN TYPE - 'CONN TYPE CONN TYPE CONN TYPE EOCltV TYPE CONN TYPE m
LO
s - CS C2' C3. C4 CS C1 C2 C3 C4 CS Cl C2 C3 .C4 1 CS Ct C2 C3 C4 CS Cl C2. C3 C4 C5 Cl C2 C3 C4 C5 N rn O m
$ - 1/4"ITW TAPCON WITH 43' 8.5" 7:0" 3.5" 8.5" 6:0" 3.S1111) 4,0" 3,5" 11.5"I0.0" 5.0" 6.5" 11.5" 8.5" 4.5" 3.0" 4.5" 8.5" 4S', 3.0" 4.0" os��°0 m
�} 1-114"EMBED 53 7.0" 4.0" 'r ,7.0" 4,5" 4.5" 9.5" 6.0" 3.5" 5.0" 9.5" 6.0" 3.0" 3.5" 6�0'" •I.0" f�'�•.Z m ti
-62 B.S" 3.0" 4.0" 3-5" 8.0" 4.0" 4_5" 0,0'
.. :70 4.5'.". 5.0". 3.0 6.5" 3.5"
iJ4"ELCO ULTRACON WITH d3 13.0"10.5". 4.5" 13.0" 9.0" 9.0 13.0"10.5'• 4.5" 60" 13.0" 9.0" 5.0" 3.0" 4,0" 9.0" S.0" 4,0" V":• CI
$ 1.1/4".EMBED 53.10.5" 6.5" 10,5" 4.5" 6.5" 10.5" 5.5'_ 3.5" 5.0" 10.5"
4_0
4.5•. - " 9.0"
50"� 4.0 4.0'• 3.0° o
ZO' 7.5" .. ,5" 3.5" 3 0" 40'h 30" 3 0
70 4.0" "
6¢ o
e.� v
m1/4"611LLENIUM 14ILLFA57 43 12.5"10.5" 4.0" 6.0" 12.5" 9.0" 5.0" 9.0 5.0" 4.0 13.5 11.5 5,5 7.5 13,5 10.0"i 5.5" 5.0" 10,0"
ANCHOR W(1-114"EF18E0 53 50.0"-4.0'- 4.0" 10.0" 63" 5.0" 4.0" f i.Q" 63" 4.0" S,5" 11.0" 7.0^ 4.0 7A" 4.S"
4.0 4A"
5
79 -615" 7.D". 40'1
hn z 100 4.0" 4.0" 5
1-1/4'I;IIN EDGE DISTANCE _ 2"MIN EDGE DISTANCE
iJ4 ALL�POINTS.SOLID SEf C1 C2 ( C3 C4 .CS C1 C2 C3. G4 1 CS CL C2 C3 C4 C5 61 62 C3 T C4 CS C1 C2 C3 C4 C5 Cl C2 C3 C4 C5
9 O ANCHOR W/7/8 EMBED& r
1/4-20 55 MACHINE SCAEW 43 15,0"13.0" 5.0" 6.0" 15.0' 110"16.0" 3.0" 4.0" 11,0 6.0" 3.0 5.0" 16.0"16.0' 8.5" 11.1"110 16:q'10.1" 5.0" 7.0" 16,0"13:0' S.5" 3.4" 4.5" 8_5"
8 x 53 12.5" 7S" 3,5 4.5" 12.5" 8.0': 4.0" 3.5" 8.0" 0/ 3,5" 16,0"_13,0_' 6,0" 8.0" 16.0"140•' 7.5" •1.0" 5.5" 13.5" 9.0" 4.5" 4A" 6.5" ° `;r_ F3 •rpp
42 10.0" S,5",/ 4.0" 10.5" 6.5" 3.0" 5.0 5.0" 3.5" IG.O" 9.5" 5.0" 6,5" 16.0"110" S.5" 3.9" 4.5" 9.0" 4.0" 4.5" 410" 6.5" g e
+� .70. 4.0" 5.0" 3.5" 14.5" 6.0" 4,0" 6.0" 15.5" 9,5" 43" 4.0" 7.0" 9,0" 4.5" 4,0•' 6.S"
.100 5.q ,3.5" 5.0" 3.5 5.0 3.5" 9.0'. 4.5" 4.0" 6.5" 9.0" 4.5" 4,0" G.5" 9.0" 4,5" 4.0" 6.5" 6 _
- _ 3"MI EDGE DISTANCE. .. 4"MIN EDGE DISTANCE " E
_ pg 5/16".ITW TAPCON XL 44170 { - fill-
1-3/4-
3
m 1-3/4"E14BED _ C1 CZ C3 C4 .CS CI C2. C3 C4 CS CL .C2 .C3 Cd C5 C1 C2. C3 Cd CS CI C2 C3 C4 CS C1 C2 C3 C4 C5 pg
_ 43 36.0 14.q 4.0 12-0_'36A_'14.0 7.5 �5.0" 8.5" i4�0" 8.0" 4.0" 3.0" 5.5" 6,5" 1 4
53 15.5" 9.5" 6.0" 9.5" 15,5"10.0',5.0"
62- 7.0" 4.S" 8,0" 13.0" 8.0" S.5" 6.5" 6.5" 'LS1.4-F "
70 5.5" 7.0" 11.0' 6.5" 5.0" 5.0" 6.5"
-�_
10,5"_ 4.0"
4.5"
' .. 1N EDGE DISTANCE _ 3-1/0."MIN EDGE DISTANCE -
5/I6"ELCO ULTRACON WITH Cl G2 C3. C4- C5 C7 .C2 C3 C4. C5 C1 G2 C3 C4 CS Cl C2 C3 C4 C5. Cl C2 C3 C4 CS CI C2 C3 C4� CS OD'TRlG:SI1ANGtLE11AWIDOP.F.
1-114'EMBED 43 120"10.0" 12.0" 83" 8.5" 16,0"16,0" 8,5" 11.0"16.0"15.0" 8.5" 7.5" 15_0" 8.5" 7.0"
53 G.0" 16.0"10.5"j�6,0:' S.S" 160"11.0" 15-2339
- 62 8.0" 8.0" id.0" 7.5"% 7.6" 143" 8.S" SCALE:
_ -.
A � � 70 6.5" 7.0" 11.5" 6,0'.' G.0" 12.0" 7.0" 7.0.' PAGE DESCOIPTION;
100 740•, 7.0" 7.0" -
. k _ ANCMOR MOTES:SEE SHEET
9 FOR ANCHOR NOTES.
i
ANCH.OR;SCHEDULE: HOLLOW CONCRETE BLOCK
2"MIN EDGE DISTANCE
¢Dans Uo To Soaps Uo To 8'•3" Spans UD To 17 0" _ '�' ••• 7
r O LOAD CONN TYPE CONN TYPE, CONN TYPE ,f C
s ANCHOR �psry Cl C2 C3 Cl. CS .Cl. C2 C3 C4 CS Cl .C2 .G3 C4 CS o.465
#12 SMS W 2"EYEWA!!
3 AR14OR INSERT W/1-119" 53 16.0'10.5' 5.0' 7.0' 16.0 1101 6.0' 3.5" 5.4" 11.0" 7.0" 3.5" 3.5" 5.0" '
EMBED 62 14.0" 7.5" 4,4" 6.0' 74.5" 4.0" 4.5 4.0" 7.0" 7.0" 3.5" 3.5" 5.4" �' %0
S.5 12.5" 7.5" 3.5" 3.5" 5,5' 7,0" 3.5" 3.5" S.0" '�•� b m r
3.5" 5.0" 7.0' 3.S" 3.5' SA" 7.0" 3,5". 3.5" 5.D"
ANCHORtCHEDULE:,WOO.D ,m,u OX
4"
3/ MIN EDGE DISTANCE,
to
... -_ a
� LOAD Spans Lit,TO 6'-0" Spans Un To B'-3" sans UPI,121-01!
ANCHOR CONN TYPE CONN TYPE CONN TYPE
S fbsf) C1 L2 C3. C4 C5' Cl .C2 C3 C4 1 CS .C1 C2 I C3 E C4 CS
_ 1/A"LA SCREW WITH 1.3/4" 43 16.0"16.0'11.5•'12.5"16.0"16.0"16.0" 7.5" 9.0' 160'16.0'14.5" A.5" 6.0" 16.0•' ?� J
,. MIN THREAD PENETRATION S3 16.4"16,0' 8.5 100,16.0"16,0" 16.0" 6,0" 7,0" 16.0"56.0" In C4
51.5" •L0" 5.0" 16,0'• - In W
§.- 6.0' 16.0" 7.0" 8.5" 16.0"16.0'14.5" 5.0" 6.Q" 16.0'16.0" 1,5' 4A' 5.0" 16.0" E6i
.
70. 56.0"16.0" 6.0" 7.5" 16,0"16.4"12.$" 4.0" 5.5" L6.0'16.0"11.5' 4.0' S,0" 16.0"
' 104 16.0"11.5" 4.0" 5.0" 16.0"16.0"21.5" 4.0" 5A" 160"16.0"11.5" A.0" 5.0" 16.0" ,a
7/16"WOOD PUSHING WITH 43 16.0"16.0" 8.0" 10.0"16.0"15.5" 0.5" A.5" 7.0" 15`5" 8.5" 4.5" 4.5" 7_0"
1,13"MIN EMBED&1/4-20 $3'16.0"10.5" 9.5" 8.0" i6A"71.0" 6.0" 3.5" 5,5" 11.0" 7.0 3 5" 4.0" 5.0"
SS MACHINE SCREW 62 14,0" BA" 4.5" 6.5' 14,5" 9.0" -0.5" 3.0" 4.S" 7.0" 7.0 3.51. A.0" 5.0"
o 7Q. 12.0" 6.4".3.5" 5.5".12.5" 7.5" 3.5", A.0'_ 5.5" J.0 3,5" 4.0" 5.0"
p -� 100 7,0' 3.5" 4.0" 5.0". 7.0" 3.5" 4,0" 5.0" 7.0" 3S" 4.0" 5,0" ,
�+
914 SMS OR#14 WOOD 43. 16.0"161 12 5 14 5"1601 16.0"16.0" 8.0" 19.0"16.0"16,0^ff,� 4
7.0" 16.0" N
SCREW WITH 1-3/4"MIN -S3. 16.0"116.01 9.0" 11 5"16.0"16.0'150' 6.0" 8.0" 16.0"16.0" 5' 330'THREAD PENETRATION 62; 160"16.U' 7.5" 9.5" ifi_0"16.0"11.5" SA" 7.0" L6.0"16.0" S.5" 13.0",�. .70 16.0"16"0" 6.5'• 16.0" 16.01 10.0" 4:5" 6.0" 140"16.0' 5.5' 13.0"S6 0" 9S" 4 0" 5' 13 0"16 0' 9 5'.5' A.0" 5.5" 13.0"16.D" 5.5" 33.4"
ANCHOR SCHEDULE: WOOD (G=0.42)
3/4"MIN EDGE DISTANCE ' • 9 �w
LOAD Soa6s Uo T6 W-0'• Suans UD To 8'-3" Snam UO To 12'-0" u�j�O
S ANCHOR
Os Ci
CONN TYPE CONN TYPE CONN TYPE �F 5 g
_ - Cl t� C3 C4 CS Ci C2 C3 01 CS Cl C2` C3 C4. CS
1/4"LAG SCREW WITH 1-3/4" 43 16:0"16,0' 9.0" 10.0"16.0"16.0"160" 5.5" 7 0" 160"16.0" 9.5" 3.5" 4.5" 15.0"
MIN THREAD.PENETRAIlOTI _53 160"Z6.0" 6.5" 8.4" 16.0"L6:0"12,5' 4.5" 5.5 56.0"150" 7.5"' 30'" 4.0" LI C' ►_�"�- 'n"S
4 l ry 62 16.0"16,0' 5.5" 6.5' 16.0"I6�0" 9.5" 3.5" 50' 150"15.0' 7.51 3.0' 4.0"
a 70 15.4"I3.5' 4.5' 6,0" 16.0"26.0" 8.0" 3.0" 4.0' 11.5"15.0'" Z.5" 3.0" 4 0" 11.0"
.. '
.100 15.D" 7.5' 3.0' 9.0" 11.0" 15.0" 7.5" 3a" 4.0" 11.0"15.0" 7.5" 3.0" 4.0" 11.0"
ry _ a #14 SKIS OR#1A OOD 43 16_0"36.0" 8S" 10.5"16.0"16.0"12.5" 5,5" 7.0" 16.D"f3_0" b5" 3.$" $.D" 10_5" -
O SCREW WITH 1-3/4"MIN 53 16.0"16.0" 65° 8.0" i6A'160" 8.5" 4.0" S.S" 16.0"1p.5" 5�5" 7.5" 4.0 7.5' -
3 THREAD PENETRATN) 62- 16.0"11.5'.5 0 7 0" 16,0"13,0" 6,5" 3.5" 5.0" 30.5"10 5 5 5 2.5" A,0" 7.5 .. -
ro 70 15.0" 9.5" CST 6 0" 160"f1.0" 5.5" 3,p" 4A". 6.0" ip 5 S 5 2.5" A.0" 7.5 n
• :• ,. .. .100 10.5" 5.5" -2i' '4.0" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5" 10.5:' 5.5" 2.4" 4.0" 11
ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK aad l
_ 4"MIH EDGE DISTANCE �sU B@
h Incl
pans Spans Up Ta W.3"' w Snins Up To t2'-0" a §g�
to IPAD C N TYPE C N TY E CONN TYPE 3YER€qqqq
ON P ON P ON P d g@
p� _ 2 ANCHOR ,sNAJ
. C3 C4 C5 EI C2 C3 C4 C$ C4 ( C2 .C3. COCS 8@gg
A .. R"
S/16 TW TAPCON.XL W/ A3 16.0"16,0"L6.0"16.0"i6 0 16 0 16 D 15-0 16.0"15.0"16.0"15.0" 9.0" 14.0"16,0 §§
14 2-1/4p',MIN EMBED _53 16.0'16.4"16.0"16.0"16.0"16.0"16.4"11.4"16.0''16.0"16.0"120" 7.5" 12,0"16.0' G $
62 16.0"16.0"140"1_6 o"16.0"16.0"15.0"19.0" 14.0"16.0"16.0"12.0" 7.5" 12.0"I6.D' ° i0
70 36 0 16.0"1f.5"16.0"160'16;0°125' 8.0" 12.5"16.0"16,0'12.0" 7,5"
300 16 0 N. 7S" 120"16.0"16.0"32.0" 7.5" 12.0'16.0"15.0"12.0" 7.5" 120"16.0'
- 5/16'ELCO ULTRACON W/, 43 16.0"16.0"10.5"SA.O"16.0"16.0'10.5" 6.5". 9.5" 16.0"11.0' 55'
qqq 3�
2%114'HIM.EMBED 53 16.0"13.5" 7.5" t1.0"76.0"f4.0" 7.5" 7S_ 13.5" 90' Ot#'1Ri0HINGILKLBUTtN6fOPE
62 16.0"30.0" 6.0" 9.0" 16.0"11.0' $.5' 6 5 9 4' 9.0" 6s" 15-2339,.
70 15.0" 8A". 5.0" 8.0" 15.$" 4.5"fji 5 5 7 0' 9.0 6.5" SCALE:
FAGe DBSCR1PT1oNi
2"FAN EDGE DISTANCE
Cl C2 C3. C4 C5 Cl C2 C3 CA. C5 C1 C2- C3 C4 C5 '
$q #12 SMS Wj 2"EYEWALL ' A3 16.0"16.0" 9.5" 25.5"16.0"i6.4"14.0" 6.4"
8.0" 16:0"!4 5' 7.i" 3.5 5.5' I1,5•' q
ARPIOR INSERT W/2'EMBED 53 16.0"16`0' 7.0" 9.0 16.0"I6,tl" 9.5" 4S" 6.5 16,0"11.5 6.0" 3.0 A.5" 0.5"
1 62 56.0"13.0" 5.5" 7.5" 16.01 14,5" 7.5'" 3.5" 5.5" 12.0_'IS.S" 6A" 3A" A.5"_B.S' .
.70. 16_0"10.5" S,D" 6.5 16.0"12.5' 6.$' 3A" 4.5 9.0" 11.5' 6,0"
ANCHOR NOTES:SEE SHEET
100 31.5" 6.0" 3.0 4.5'..8,5" 11.5" 6.0" 3.0"
9 FOR ANCHOR NOTES.