HomeMy WebLinkAboutProduct Approval I
Property Information Building Information
Owner: Janice Loos Wind Zone: 150 MPH.
Address: 14124 Aguila Exposure Category: B
Ft Pierce,,Fl 34951 Minimum Building Dimension: 30 ft.
Mean Roof Height: 15 ft.
Risk Category: II
I
Design Pressure Calculations
Opening Location Device Device Device Max Positive Max Negative
Number Zone Width(in) Height(in) IF Elevation(ft) Pressure(psf) Pressure(psf)
1 End 74 64 7 26.3 -33.8
........ ... ......... .... - .._..
2 Int 54 64 7 26.9 29.3
. ..... .. ......... .. ........
3 End 74 64 7 ........._ _..... . ... ... 26.3 33.8
I
Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code.
Page 1 of 1
Florida Building,Code Online. Page 1. of
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r ` Product Approval
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>.. >Application Detail
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A:) 11 iGFIion Type Re:.Sion
Code Ve'Si n 2014
ApP ic_tion Status A_ rove
Comments
Archived
Product Manufacrurer
rddressJPhcn=/E-ail ' 0 t°9e=_:MciNab Rcad
Ft. Lauderdale, FL 33305
(954)493-8551
tom; tc-alum.com
Autnorized.Sionature Frank Bernardo
frznkCe?erder.�com
Technical Representative Thomas B.Johnston
Address/Pnon-lErn 400 west McNab,Rd.
Ft. Lauderdale, FL 33309
(9541970-9999
Quality Assurance Representative
Address/Phone/Email
.Categoric
Subcategory A Drdien
Carr fiance Method Evaluation Report`romaFlorida -r.
F _ F �ida Re�pist_red Arc;i �_:or a Licensed
Flor:da Professional Engineer
Evzivatior.Repc•rt- Hardcopy Received
Na ne w,d ^rc:'i'iZ L:5AC1r1c7do�YE - - -'—�---
deveioped.tn=.Evaluaticn Rencr
Florida License PE-0046549
-&1 -
Quality.Assurance Contract Expiration Date 12/331/2016 .
Validated By ORLANDO L. BLANCO. P.E.
Validation Checklist Hardcopy Received
- -
.. ,,...
e:�incate of andeneneence
Referenced Standard and Year(of Standard) Standard Year
ASThi E1886 2.306
ASTMI E1996 2005
ASTM E330 2032
11Ttp: i
" \N-\a;.iloridabuildinc,.orL1r'p1=1Dr_app_drl.a-�px?j)cram=«-GE-\'XQN=,-tDgv!Tk.7�--H'�4uo,\-b... 41'14/2016
I-lorida Building Code Online
PaC e 2 of
TAS 201 1994
TAS 20-7 1994
TAS 203 1994
Ecul.Bience of Protuct Standards
Ce .f_d By Florida i_icersE-Professional ^leer,,r Archlte
ct
Se=;i ns fr'Om ttle Co.,=
Pr,,d_..,Approval l`7_tl.od
�a ousicr?
Date Sub-:;,ed 04/22-1/201-5
15
Date Va'•.idated 04129;2015
Dare rendir.0 F B C ADprOva05105(2035
Date Approved 00%27/2015
._...._............_. ._ ..........._. .... _ ..._..:... . _..._..- .. ._.. ..... ...................._ -
Summary of Products
FL --7iModel,Number or Name (;Description
!13757.3 o.S Accordior:Shutter larce Missile Iraact Resistant Accordion Shutter Systam 1.
iLimits:of Use Installation Instructions
x'.Approved for-use in HVHZ:Yesl.'! y' i'
Approved for use outside HVHZ:Yes Ve.!'ied 9y Frank L Bernardo, P.E. PELI 0•=554°
Impact Resistant:Yes a
P Created 5t In., �d n Third.Partv: Yes .
Design Pressure: td/A (Evaluation Reports
Other: See installati-on dra,vine_s for-, rab<=
w ,,'pressure combin--IGns and addliioJBi IimitatiGRS CiC eat2il Ia 7ndeoemlent i hard Pa-ty:Yes
L
.. T-5], '2:S'y •4 - rC*!8—„rez. ?�}E 'r l$�� E:' ;Large 141551?E lm;) a hE5t5ic`^t ACGCrd!Gn S i3tter S`y-4'em
- t`
;Limits of Use
::Installation Instructions
Approved for use in HVHZ:Yes LL.-;,-;-,,., ”' r,: ^
Approved for use outside HVHZ:Yes Verified'By: Frank L. Bennardo, P.E. PE004654c
Impact Resistant:,Yes 1,Created 5y In eperdent Third Party: Yes
Design Pressure: A;A .Evaluation Reports
Other:See!rstzllotcn eraMn3s for zlia+ti'zbiE -'
.. ",ispanlpressure combinatians and addltional lic:ilial?GPS of Createdlbv InGe�enOE'lt-T;tird Pci"iv. Y .
i'
� e-
1.':T57.3 C.A. Essential-at:iiities Accordion :HI minuet accordion shutter approved.up to missile level
L
€ E ori Wit;') essential facilities and wind zone 4
L�apllcaticns
Limits of Use Installatf nstructlons
on i
Approved for use.in HVHZ: he `
i
�. �Approved for use outside HVHZ:Yes �en;!e By, rra'k f. BennardeP Q0455
;Impact Resistant:Yes .. Created b Inde endent Third Pzr cLy: Yes
i!
Design Pressure: -110(-128 Evaluation Reports
Other: See product drawing for additional inforr—nB,ion, l
.. _.-�- -,;anGlJGrdG@reit, :_. �.. _—__ -_� ..___ oa�•t- .-i... a '. .:�- � �^ _-_-_-- - _-_--
--
7-:rta=Js::_ n norzn Mornrde s.r_et.7_111aneSSE S23?;Paoae,950-467--82=
The S-ate,.,egrid3 s a., 'EEO er„p:nYer.{Dpy7_ :'2007 __=ta[e of Fin
ride -it-_^.v S•3=meM:: __�sin i•5=_ ant efund�e ewe
Lrd=_r.Fiorlda Sexy;emai!add e_sses are puo'.Sc.E `.you do no sin:sour e--maii a d-ess rei_a d'ir.IrecAonse_ a.pau i send elev_ is ai!• ibis= _y. stead,co ._ 'Ile&nce by`p'Dna or t`v ,i!or ...NV=have 3nrquesciohs,_ ma_'____Co
�•r5::an trSe^�,-_=2,s s},- e s:a:utt- _- ^lye tie, 2va - --1Fcer:BEd ure:chapter ass '-.�tsust provide m= _sine-.
4v'rr=an, aciv_=_s if:hey'eve one The ernails;.rovioed ma”be ed for,off,cial_.r..m. i:at.or.: ,the lice-e-_Hnsyave,a r2is =-
re_.s. D7 not wish to supD'y a D3r5 ! _-re=<,plEa> rrviae:.. -�mE; ,v 3:1 an? aid•@ d 3,-a
5'p a, dC-3<=-s:chtG�t•:3n��made e�•3 t3 :r(E,,,Sv.
. To determine it 4Ju are z*'crr!s__unoer chadLer:55„Fc,please cji:k here
Product Approval Accepts:
J:S I!
http:%i. axr��.l7oridabuildin�t:orgOpr;`pr_app_dtl.aspx'?pasal7�=c�CTE1% Q�> Dq�gk"yH'�1tic��-t�... ;14;21U16
W46 .
°6-.�8-S_T-REAM_LI.1V_E_S-HU-17E-R GENERALNOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCbRDANCE WITH THE FLORIDA BUILDING
CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITIY HURRICANE ZONE AND THE y}
INTERNATIONAL BUILDING CODE(IBC)AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM 1�UNLIMITED WIDTH a'• o
MEETS PRODUCT
LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. f � � �, A QfN c�
SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. I I SECTION ,}meq �<4,
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED'FOR USE WITH THIS SYSTEM SHALL BE y�O�
REpTERMINED PER SEPARATE ENGUIREMENTS AS DETMINED LIN AC COIN WITH AIN fSCE 7-10 ANGOVERNING
D CHAPTER 16 9DOF THE SURE TOP TRA&I
FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUALI TO THE POSITIVE OR NEGATIVE DESIGN I I& •I
PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. w s X w
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 281/202/203 AND ASTM E1886/E1996/E330. a O
4, DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 E� owow
SAFETY FACTOR. I Z t m w o
5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATIOtI FROM GLAZING REQUIRED FOR ALL WIND No 3
ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEEEEEEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW W 3 3 m
CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY:HAVING JURISDICTION. m 3
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN I HE DESIGN OF THESE PRODUCTS.WIND
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. ul
Lu
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE o .+o
DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR a m
WIND LOAD CALCULATIONS 1N ACCORDANCE WITH ASCE�;A DIRECTIONALITY FACTOR OF Kd=0.85 m
SHALL BE USED. Z
8.
THE
TEESYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDEIINFORMATION FOR A SPECIFIC N N G
9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL
fw
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME �
PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER OA�� ewa
61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. I,10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THECONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED'NEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EIYHER FORM OR MATERIAL FROM ®�
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. o
1 11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL! S WILL VOID THE APPROVAL
DOCUMEN Z °C
DOCUMENTS. T
12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPR VAL DOCUMENTS THE BUILDING. HURRICANE PROTECTION BorroM zu
$
OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED DATED AND TRACK \
SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE
DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE `-- )s j
13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS c g
INFORMATION: TOWN&COUNTRY INDUSTF IES E
FORT LAUDERDALE FL TYPICAL ACCORDION
MISSILE LEVEL D-ASTM E188�,E],I996&E33 SHUTTER ELEVATION
201 202&2FLORIDATAS B ILDIIJG CODE APPROVED N.T.S. EXTERIOR ELEV LO.
14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.0,11.,WITH A MINIMUM Fy OF 25 TABLE 2: �1
�' MINIMUM SEPARATION FROM GLASS
15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A
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.� CONSISTING "16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL ig
BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES ' a
17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDI IONS REQUIRE. E
18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIC TUSE REMOVABLE ANCHORS, SHUTTER �sa
°c 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10"• SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. <30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE
B 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE o st s! g
m 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OFFF SLACK•
C €@@
23. SEALANT SHALL BE USED ON ANCHORS ORTRACKS WHE EVER WATER SEEPAGE IS POSSIBLE. 72" 2-114" 1-518" 2-318" _ 1-5/8" S
TABLE 1: 99" 3-112" 1.7/8" 3-5/8" 1-7/8" "� g
TABLE 1 NO ES: 120" 4.118" 2" 4-1/4" 2" a_ -
7. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8" 2" 5" 2"
ACCORDION SHUTTER SHl1TTE�i SPAN SCHEbULE'ABOVE ARE
MAXIMU .ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES; e
SPAN SCHEDULE 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA.
AT EACt RESPECTIVE SHUTTER SPAN. CCPY=FRMLBFlNk'WPE
2. LINEAR NTERPOLATIbN BETWEEN SHUTTER 2. WOA-TiVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY
POSITIVE NEGATIVE t FrO 15-2339
€ SHUTTER DESIGN DESIGN SPANS IS NOT PERMITSEPARATION FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND
s SPAN PRESSURE PRESSURE BETWEEN,THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SCALE: - -
$ fPSFI PER DESIGNPRESSURES FOR THF.NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PAOE DESCRIPTION;
SPAN S ALL 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<_30'ABOVE GRADE,AND 1-5/8"WHEN>30' ov
u 99" 70 70ABOVE GRADE.
5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE
'" 120" 53 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. �7
w 144" 43 40 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM L"I
3 E1996-09. II JI
_j
i
I
I
I
PROTECTION VARIES \„F �/�+I��RDO,P.E.
0.115.2.874" •1- 4.874"MAX, \\\\ ,GRN/
0.125" 0.062' 0.450" ? 0.080" Ty
0 0 1.708" 0.100' I--1.830" 0.062" �" *: p.
1.708" 0.100" '� 0.080" 0.063" 1_
N
0.195" 0_r 096=
1
e
I
I
I \\ ECU i�/r-114Qc.o.P.E
NN
0.61p" ST INLESS STEEL 280"� NYLON W/iSRER OR ? 1
AS EMBLY 'a 0" ALUMINUM
0. 50" 0.357"
.320"$HOLE b w + 0.276" 0.
t m m o o 010 x 2-314"410 HT S.S.
*L
0.880' NYLON y INSERTS SCREW W/TC ULTRACOTE --Up0.591" c
[' 0.05 WHEEL ,�O 0.124"d INTQ COATING
V
1.100` I'-0.240" TRACK (TYP TOP&BOTTOM) N 0.062'-- X10•,• < �
NYLON BUSHING Wj WASHER: 41��
1 I TYP.AT E ERY OTHER 11---(10.750" 7116"0 x 1/2"@ INTERIOR JOINT TOP 0.154"-4 � D.137" loll -AZ
r---- 5"MAX.----Z INSIDE JOINT ATTOP. 0'810"'111---"--iif 7116"$x 1"0 INTERIOR JOINT BOTTOM j ILO a 1
CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR _ >U ?I d
1g ANGLE 1 4=`QSI HOUSING-ZINC DICAST,POWDER COATED d " a
SCALES HALF SIZE 22 ROLLER.3ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT [�I� L'�m
SCALE ALF=SIZE NOTE: MAY 8E KEY OPERATED OUTSIDE SCALE:HALF SIZE SCALE:HALF SIZE ZL?((j
KEYITHUMB TURN OPERATED INSIDE. W ..W a
r}o.zso^ P3 . SSE'PUSH�LO X N 3
g SCAL'E+'HALF"SIZE- n w..
4 p w••
R0.155" 1.978" 2.125"
S' 4.000" I 0.236" 1.742 0,286' 1,603' p,267"
R0.500" 0.500., f 1.710" 1.224"
0.623"
1 0.790" 0.090' 0.319" m 0.531" 0.531" � nyy+
,.j 0.064" m + 0.28 " o Y�
0
0.09 m •� '_6 o vi Y
0.607" 0.607" a w�
d 0.250' 0.118, l 0.224" 0.239" �'• N v°',n m n a I
r. 0.060" ; 0.496' I0.240" ` O m
2.750"� 1 1.750""�I p I I .1. o•ofi d�'
^ 27 RAINGUARD 2g DECORATIVE FLOORI TRACK 3.x76". L- 0.240^ d=m d< uu{I
SCALE:HALF SIZE SCALE:HALF SIZE 0.160" 0.222"-I I- �--0.062" 0.176'
_ 1.001 �����0.062" 0.062'
y �ESUMM_V57-GK"Y 31 MALE BOX CENTER 32 FEMALE BOX CENTER \JR I�I M.
30$D. SCALE:HALF SIZE SCALE:HALF SIZE '\� ul o
EAlE�HAIF'S12E�'
cK+ 41-0.062"
v
5.500"x 13/16"WIDE
7115"$STAINLESS
a A A 167" i '� STEEL NUT
30 �<
m o.izs" ,!
d L- O.1B8" I 5/16-10x1 MACHINE SCREW m\ O.1Z1"
TYP. 5116"$INTERNAL STAINLESS STEEL N
1 4.500" }-"�'0. a9" POWDER COATED,ZINC DIE-CAST THREAD m, S
SECTION 1 HEAD STYLE VARIES
DELTATIODEL 2022 ! 36-T=L OCK�=ADAPTER-", 37 T-SCREW INSERT 38 THUMB SCREW ��� O�.���f
g INDUS IAL SYSTEMS 'E tgfi'1'( 'A�}--= r--*--.�' SCALE:FULL SIZE SCALE:FULL SIZE o O.ZS4^ 40a 40b 4O
35 BOX LOCK SCALE,HALF SIZE ry 1 a.31s END STRIP 1" L911
SCALE,HALF SIZE k 2" & 3" EXT e
4--2.000"-4
}-1.625"-} 4-1.500"-{ ir0.125'SCALE, HALF SIZE s� s
0.125" b 6 �
0.050"
0.125° RAN
S, I ORBS" o . �
' o 0 0.125" OOPYW3HIFPl7i(LNh7IVPOPE
o.zso^ 0.085" 0 0.093" M 15-2339
o Pi -
SCALES
8 1oesr DESCRIPTION:
"000" 1 i =s."x,- •' -w,.
�- 20 ALT:1END STf?lP�. 21 1.5"x3"xO.093" ANGLE P5 2"x3"xO.125" ANGLE X99
3g 2X7 ANGLE SCALE HALF•SIZE SCALE:HALF SIZE SCALE,HALF SIZE J1
c SCALE:HALF SIZE
4
No"
r ANY 1111 ANCHOR EDGE DIST,16E
Of
_'CH=0,IG�' EXISTING
19,
r GLAZING SEE NDSTRIPZ
SCHEDULE FORM.M z
ANGLE EMBED C,
LEG D RECITON II 1i 3 1/4"
EMBED. 17 o, (INTERIOR) 1817 MAX
7
MIN.0.062"THICK 6063-T6 ALUM.i 30 ANGLE I'x I'MIM TO 2'x S'MAX. 21 25 4
13
.1
EDGE (ANGLE LEG MAY BE REVERSED) FASTEN ANGLE TO TRACK W/ xy
AT
DIST. ANY ANCHOR PER ANCHOR ��11'37,IKT'�T SCREWS
0 AND
a D.C. ?-P"".- M� I
SCHEDULE @ I A I,E
- OR
V, GALVANIZED
13 13 #12 X 1/2"GALVANIZED OR S.S.SMS, S.S.SMS,3/16-0 ALUM,POP Lu
Jo 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET 1/4-211 MACHINE ILL
BOLT&NUT @ 18'D.C.
6.80" TYP) USE(1)BRASS PUSH LOCK OR(1) MACHINEALTERNATE6STARTER AND ANGLE END STRIP DETAIL LT NUT @ IS-D.C. 3:K(EXTERIOR) 5/16-18 T UMO SCREW INTO THREADED
WITH 8
SCALE,3" V-0- ANY RACK W/ 0
INSERT37 AT 113 SPAN TO 2/3 SPAN SCREW BOSSES.
I FROM NOM OF SHUTTER.RECEIVING END STRIP SCHEDULE
TYPICAL PLAN VIEW HOLE SHALL BE 318"MAX WIDTH,UP TO PSh 8 AN
SCALE,3"=V-0" i I-HEIGHT, I"6/0(2.7-) 62 08"
7
82 91,
USE(1)BRASS PUSH LOCK
.11111 5/11-1B THUMB
SCREW THREADED LOCKING DETAILS FOR 2-BID .71 62 -94L- SEE END STRIP
FOR OR MAX�
/3 Sp CENTER MATES 8
INSERT 7 GATT"T AN SPAN WHEN USING
TO 2T/03 FAN FROM SHOWN ON RANDOM 62 6. M
B F SHUTTER. 3-BID(4.7'1 ---i2- 20,40a,40b OR 40c,
OT MO 30 (a
310EIVI..HOLE S TOE
DETAILS 1/4 OR 6.6 STARTER
(6-MAX WIDTH. P 74; 0
MAX. WITH 21 OR 25.
11 HEIGHT. 30 ALT.1"010 62 ol
(2.7-) 7-2 7112—
A By----95�
I STARTER I U?
112 40 40 USE APPROPRIATE
40 2p
---- STRIP 1. 12
—T.—FU 45 XO.093" 52 987" FOR
3" PROVIDE CLOSURE
m
83 BUILDING CONDITIONS
131
FASTEN STARTER STRIP
S S' TO W/12)010�
(INSIDE) 770 y- SCREWS TRACK AT CORNER,0TC,
2*01 46 39, &BOTTOM.
xO125" 91 ALTERNATE END STRIP DETAIL
57 3" SCALE,3" l'-G" ANT IKALI.tSCREW
R 20" BOSSES.
6. i�4
F: 6
7
bi SILL W rOR GREATER SPA149 OR LOADS THAN
SHOWN IN END STRIP SCHEDULE,END
S filn SPAN USING ANY ANCHOR Off THE EXISTING GLASS
TRIPS REQUIRE A 1'X1'.090"CLIP ANGLE
1 - I- -
ANCHORSCIIEDULE㚾-TEY,
SCREW OR 1/4.20 DOLT TO END STRIP,
0 3
\@ 213
30 USE�11 BRASS PUSH LOCK ��! '
OR(11 5/16-18 THUMB (INSIDE)
USE(11 BRASS PUSH LOCK
,,�r
OR(1)5116-18 THUMB 13 'PAN SILL
THREADED
A
U IWAT�RE3ADED 'Fl"ON RT
DANFROM
SCREW
1/3
/ SPAN
WEVT I BOTTOM OF SHUTTER TO 2/3 S'P'AN FROM
.q,°A ppm BOTTOM OF SHUT R. (OUTSIDE}
RECEIVING HOLE S� ALL BE
3/5"MAX WIDTH,U T
zt
T'HEIGHT 2 zir
3 30
TYPICAL OUTSIDE CORNER CLOSURE
2 IS
DETAILS WO/CORNER POST OOPrRr"FMLREfAfkRDOP-E.
NTS 13 31 i215 13 23 (OUTSIDE) 15-2339
\-SILL USE III BOX LOCK AT 1/3 SCALEI
SPAN TO 2/3 SPAN FROM PAGE DESCRIPTION'
E BOTTOM OF SHUTTER
TYPICAL INSIDE CORNER CLOSURE r9 rill
ICC2 MULTIPLE SHUTTER ASSEMBLY
DETAILS WO/CORNER POSTz!q SCALE,3".l'-O"
NTS t £171
i
Cl CONNECTION TYPEM; Z
REFERENCE-ANCHOR EXI
STING-HOST SPACINGSCHEDULE FOR MAX. STRUCTURE = .C1 CONNECTION TYPE 1/4-20 MACHINE BOLT
REFERENCE ANCHOR 1/2" W/NUT(la 12"O.C.OR
a SCHEDULE FOR MAX. ® #14 SMS Cal 6"D.C.
SPACING t/2" ITYP.TOP&BOTTOM) �. TA 17��•••�z,
2 FASTENERS ALUM. TUBE j 1 y 0
EACH ANGLE 6063-T6 ALLOY I
SEE TAR A FOR SIZE. I I Qo (5)OR 66OR/
1"x 2"x 1/8" •• ALTERNATE THRU BOLT lJl_ J Z
DR z"x 2^x t/e" ; Cl CONNECTION TYPE Z� X m
ALUM.ANGLE , _ REFERENCE ANCHOR MN GLASS ¢ = QQ l7 a
SCHEDULE FOR MAX. SEPARATION 13 w w•' W w o
THREE 3/16"0 ALUM. ° 13�r r "� SPACING PER TABLE 2 I-a Z W N c
POP RIVETS OR GLASS 2 <m W "i w id m
THREE H12 SMS,TYP. ° 17 j I I A I OR DOOR n w N< 3 J
3/16"a ALUM.POR $ X I-
ul 3 m
17 RIVE@1BT O.C.OR#12 SMS
6i I/ AC 3•F�\ LF=-W wz
yLU..
TABLE Aacct/ f \ _ / RNA'\-_ oa z +o Q
PRESSURE VS ALLOY/ABLE LENGTH > l J p 2
2,x2•�/6' 3'x3 SIB' MAY USE MALE OR 0 N
m j62
N.B O N° 0 FEMALE LOCK-SLAT W o \l
130^ IBB" 13 ALTERNATE THRU BOLT I 1/4"MAX.FROM PIN C5 CONNECTION TYPE 124 179 CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR r 1 WASHER(TYP)INC119" 172' NTS SCHEDULE FOR MAX. SCHEDULE FOR MAX.114" 165' SPACING 110" 16W L___J/ 14x3/4"SMS R 9"D.C. Fp.•Y o
ANGLE TO TUBE CONNECTION w my M
120 104" 14T
�7,5*O m
2" 2"x.125" Zv m WI
150 gT 131' f TABLE B�cc4) EXISTING HOST EMBED. 6069-T6 ALUM.TUBE
200 66' 114" PRESSURE VS ALLOWABLE LENGTH STRUCTURE O_m
5 CONNECTION TYPE v
'g WITH
x1�6' WITH
EDGE DISTANCE REFERENCE ANCHOR
`} PSF WITTi tl/0 WITH B/O SCHEDULE FOR MAX. E
j 62 1113" I66" SPACING �� S j
m 72 fOT 1ST FASTENER Cal 18"D.C. Cb ALTERNATE BUILD OUT MOUNT SECTION 5
(USE ANY ANCHOR SHOWN a
.fi I B2 10I" I4T IN ANCHOR SCHEDULE). SCALE 3 T-0"
j 92 195' 139'
n !102 90' 132'
a i 120 B3' 122"
F 1150 74' 109"
200 64'
W rim
2 3/16 RIVET OR N12 SMS I 090"6063-T6 MN.GLASS 13 j N w O
[D 18"O.C. OR 1/4-2 17 ALUM.TUBE TYP.
EPARATION = z v"- tl
NUT&BOLT(TYP.I. 3/16"A ALUM.POP I F� PER TABLE ✓� -In m e [6
ALUM. TUBE RIVET OR 1012 SMS Vr GLASS X OZM
606ALLOY P 18"O.C.ITYP.) E OR DOOR L o N I-
3-T6
E SEE TABLE B FOR SIZE. 2"x 5"x 1/0" v y5
8: 2 FASENERS x CONTINUOUS ,A
EACH AlNGLEI ALUMINUM ANGLE u .g
m 1"x 2"x.093"6063-T6 OPTIONAL ANGLE INSIDE 3 16 �pG
ALUM.ANGLE,TYP. THREE 3/16"0 ALUM. ORIENTATION TYP.
° 'POP RIVETS OR 17 17 w - 6 B
17 THREE H12 SMS TYP. &� g
E ° 1"x 2"x 1/B" w 4 CONNECTION TYPE a y�
13 a OR M x 2"x 1/e" EO REFERENCE ANCHOR
s ALUM.ANGLE SCHEDULE FOR MAX.
USEMALE OR FEMALE SPACING 0WfWRFRWUILW WD0PH.
LOCK-SLAT EXISTING
t3
BLOCK OR WOODFRAMING15-2339
13 SCALEI
(OUTSIDE) EE INSIDE SILL MOUNT SECTION PAGE 05CRIPTIONI
012 x 1/2"GALVANIZED SCALE.3"e T-0"
OR S.S.SMS,3/16"0 ALUM. e
CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,,3 t/4-zo SIDE CLOSURE OPTIONS =�9
h MACHINE BOLT&NUT SCALE,3"=1'-0"
Cal 16"D.C.
I
1
i
I
I
1719f1 P.E.
C5 CONNECTION TYPE
„j REFERENCE ANCHOR EXISTING •• Nq 4r
Zo j SCHEDULE FOR MAX. STRUCTURE
ACING
GLASS =ow^! GLASS =� Cl CONNE17R
5"MAX. 1/4-20 MACHINE BOLT ,0 .� �•
OR DOOR F w w y DR DOOR w w» SCHEDUL19 014EFERENCE ANCHOR NSMS UT 5 1 6•"D.C.
OR *�•
=w z- MN 13 F-m ❑ SPACING @
In /2" (TYP.TOP 8 BOTTOMI z
MN 13 01 w N GLASS N F Z u m /2" T Qfm ,,gg
1/4"-20 THRU BOLT W/ GLASS X m , EPARATION t7 M Q -IT,
o `i:
o . :
LOCK NUT @ 12"O.C.OR EPARATI Q= Q 014 x 1/2"SMS L 12"O.C. PER X z O Z F•PER L r 1-I- OR 3/16"H ALUM.POP TABLE2 Q OL 5 R 6 OR12 x 1/2"SMS @ 12"O.C.E.S. e) /OR 3/16"0 ALUM.POP TABLE2 ZI- RIVETS @ 6"O.C. OR 1/4"0 Y OR�J /wO ALUM.POP RIVETS 12"O.C. ��i °• ` URIVETS @ 6"O.C. E.S. J x @ ¢ IR 1/4"0 ALUM.POP RIVETS / m 11 AND 3O12"O.C.E.S. 1/4"MAX.FROM PINMN.GLASS II�t1 1/4"MAX.FROM PIN ASSEMBLY 1/2"TYP GUIDE TO US INGEPARATION 13 H j 0. Nm2 u 0AND 10 GUIDE TO BUSHING ERTABLE2 F- O" Z wASSEMBLY WASHER(TYP.) w WASHER(TYP.) _=z`CJ 041/2" 1/2"TYP. EXISTING CONCRETE, W m F o w m W 3 w 3 m
NJ
BLOCK OR WOOD FRAMING 3 CONNEC110N TYPE OR DOOR—� Z❑ tQ- �+v^3 u
"� EDGE REFERENCE ANCHOR X 0 Z N K; y
w / 4 CONNECTION TYPE DIST. SCHEDULE FOR MAX. E o a Olwp E' z
L` EDGE REFERENCE ANCHOR SPACING u M N O
// DST. SCHEDULE FOR MAX.
SPACING AS SHOWN w Q
L-C3 CONNECTION TYPE IN DIAGRAM ON PG.9 o m 5 OR 6 OR
REFERENCE ANCHOR EXISTING CONCRETE, w ❑ �O 6
SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 1/4"MAX.FROM PIN
/ SPACING.ALT.FASTENER /
/ ® LOCATION.FRONT AND i Cl CONNECTION TYPE GUIDE TO BUSHING
REFERENCE ANCHOR 1/ " WASHER(TYP.1 m
1/4" FROM BACK ANCHORS NOT REWD O INSIDE MOUNT SECTION SCHEDULE FOR MAX.
U PIN GUIDE TO WITH THIS LOCATION SCALE:3"=1'-0" SPACING 5 CONNECTION TYPE 19
a (TYP iNG WASHER O INSIDE MOUNT SECTION REFERENCE ANCHOR N�•;❑
SCALE 3"=7'-0'• SCHEDULE FOR MAX.
EXISTING CONCRETE, SPACING O❑*O m
BLOCK OR WOOD FRAMI EMBED. Zb m
BUILD OUT MOUNT SECTION
e TYP. BOTTOM EXISTING CONCRETE, SCALE:3"=1'-0" C�\ rf
E BLOCK OR WOOD FRAMING
m EXISTING
EDGE IST 4 CONNECTION TYPE ST.RUCTURE� m
NOTE:FOR DETAILS A,B,D.AND E ON THIS SHEET, _ a
THE BASE TRACK MAY I E INSTALLED IN SECTIONS EMBED. 5'CONNECTION'TYPE
WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS d REFERENCE ANCHOR �_ 2
1 SPACING
.
w d
Q A MINIMUM TWO SETS OF ANCHORS AND IS m SCHEDULE FOR MAX.
-REFERENCE ANCHOR SPACING SCHEDULE FOR MAXrO
MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK w Ill.�11J
P USED WITH THE BASE TRACK MUST BE CONTINUOUS
ry OVER THE GAPS BETWEEN SECTIONS. 1 3 16 n.,RO
R ix
w w
u i-J ❑
w
GLASS
j 43 OR DDDR GLASS 13 I- =a- 6: �w I-"�a�- ¢'g
w 012 x 1/2"SMS @ 12" EPARATI m=J w w J og Iy, Opss
rw 2 Zum I-w]7
w w F J O.C.OR 3/16"0 ALUM. PER In,O,n N=❑
3 POP RIVETS @ 6"O.C. TABLE ozr- GLASS OR a
I-m=❑r OR1/4"O ALUM.POP X Q MN GLA 13 ==zu'� ���
I www Q OQ DOOR— w~Omm $
N NFRAMING!
GLASS �FZvm RIVETS@12"O.C. E � PER TABLE Xwp=Z I_-
SEPARATION
w 4 w Q Q J O Q 4
x w a Z I- 7 AND 0 E U a i
1/4-20 S.S.MACHINEQ r O a 1/4"MAX.FROM PIN m �$
SCREW&NUT @S w VI ASSEMBLY 1/2,. 1/2" GUIDE TO BUSHING ¢ ° q
G 12"O.C. TYP. WASHER(TYP.) w F d Ci
p; GLASS a 1/4"MAX.FROM PIN F°
OR DOOR "MAX'.FROM PIN m w ❑ a
IDE TDIBUSHING �„ 4 CONNECTION TYPE 1/2"` 4 GUIDE TO BUSHINGL° �gSHER(TYP.) EDGE REFERENCE ANCHOR O WASHER(TYP,) eISTINGI CONCRE TE, DIST. SCHEDULE FOR MAX. —_.__„ CWfi0RiRWL8WMIOPF.OCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN 2'CONNECTION'TYPE15-2339
AMING 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR
OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALE.
- "x 3"x 1/4"CONT. 3 CONNECTION TYPE 012 x 1/2"SMS @ 12" SCHEDULE FOR MAX. SPACING PAGE DESCRIPTION:
c 063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"8 ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE,
AY BE REVERSED SCHEDULE FOR MAX. LOCATION.FRONT AND
POP RIVETS @ 6"O.C. BACK ANCHORS NOT REQ'D BLOCK OR WOOD FRAMING
5 SHOWN DASHED) SPACING. OR 1/4"0 ALUM.POP WITH THIS LOCATION �9
WALL MOUNT SECTION RIVETS @ 12"O.C.O F ( L- T
BUILD-0�1O CEILING / INSIDE MOUNT SECTION WAL
D SCALE:3„=1'-0” SCALE i 3"=1'-0" O a
a SECT'•N�-
SCALE-3"=1'-0" O
!
I
i I
I -
i
MN CLASSw h9ift 111 00,P.E.
GLASS SEPARATION zMCEU "/
-----OR-DOOR- ---PER-TABLE2 �-!
cc W
r GLASS OR 3
F Q m DOOR •,•
z GLASS OR O.
xWO¢• DOOR MNGLASS
tom SEPARATION
¢_ MN G1A55 w PER TABLE 2 .p�• �F1v m�•
E~F SEPARATION
F ¢ Sy 9
z j PER TABLE 2 W j Q I-
Jly
I=ll j SNF W 7� //////, • 1Q��g,ZU.
I F O W = W LA
�m 13 XzOW = F=-zw a
>U_ awccm IA 125:c/211/4"MAX.FROM PIN GUIDE JOu Q C1 CONNECTION TYPE J w -�00 WREFERENCE ANCHOR O z cv O
TO BUSHING WASHER(TYP.) 2B a N SCHEDULE FOR MAX. d w,.,3 u m
TW0 1/4"0 WOOD W2,5 SPACING a N
LAG SCREWS Cm 24" CONNECTION TYPE 7 �O.C.MAX.WITH 2" ) .250" o wTHREADED PENETRATION FERENCE ANCHOR Oc T"INTO CENTER OF 2X STUDS HEDULE FOR MAX.
ACINGw I 18
EMB."T' 14 SMS @ MIDSPAN BETWEEN liSTUDS FOR TRACK TO 1"x 4" STING HOST STRUCTURE
PLYWOOD& TUBE CONNECTION
STUCCO FINIS 1"x 4"x.125"
6063-T6 ALUM.TUBE P
O DECORATIVE FLOOR TRACK DETAIL Op WALL MOUNT SILL DETAIL
THIS DETAIL TO BE USED WHEN STUD SPACING SCALE 3 1'-0"
d EXCEEOS THE MAX.ALLOWABLE ANCHOR SPACING. SCALE.3""1'-D" f$ $
OWALL MOUNT SECTION THIS DETAIL MAY ��y m o a
SCALE:3"=V-0" ALSO BE USED 1`��b 6gg O mp
ATTOP z_ 3 m
6 �<�a
E
Sb E---�•' � ur7 O
ACCORDION SHUTTER W = s g
PER PRODUCT APPROVAL Ix
-GLASS w
MN GLASS ZD OR DOOR
= ER TABLE
2 13 v
' n
H APPLICABLE AT TOP !A z ER TABLEN 11 EXISTING WOOD(6=0.421 a
AND/OR BOTTOM X az TRUSS OR RAFTER
Q a X Q @ 24"MAX.D.C.
2"OR 3" M E to EXISTING FINISH
r< MATERIAL
g 1/2"MIN. 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/B"6063-Tfi f! .� o n 9 a e�
70 BUSHING WASHER(TYP.) ALUM.ANGLE W/THREE m a
2"x 3"x S'e"x CONTINUOUS OR 2.175' 61 1 =
_ 1/4"TILE(TYP.I 1/4"m WOOD LAG
2"x 2"x Ve"x CONTINUOUS 1" FINISH MATERIAL SCREWS WITH 2-3/4" w �e
6061-T6 ALUMINUM ANGLE Mlk, ylINIMUM THREADED u 5� f3
3/4"PLYWOOD PENETR."T'•IN WOOD $zy
H 0.9"MIN.THICK 6061-T6 ALUM CK X '� —1/4"0 A32S GRADE THRU BOLT 7"O.C. �O 5 6
f. �° EACH RAFTER OF TRUSS,
FASTENED TO ANGLE WITH 1/4-20 E OR 5/16"m A32S GRADE THRU BOLT @ 12"O.C. 24"O.C.MAX.WHERE i!
ANGLE FASTENED TO
MACHINE SCREWS AT 3"FROM E DS ANGLE EXTENDS BEYOND E
EXISTING 3 KSI CONCRETE --'-- '� GALV.OR S.S.
HOST STRUCTURE WITH AND 9"D.C.FOR THE BALANCE n, LAST TRUSS MORE THANE ee i
1 �— 1/4"0 ELCO ULTRACON TO CONCRETE/CMU 6", EXTEND ANGLE TO [ 4
/!"0 ELCO ULTRACONS AT EXISTING CONCRETEIHOST i. 5"O.C.W/1-1/4"MIN.EMB, rw-w a
A 3"FROM ENDS AND 4"O.C. 2-1 2"MIN. E
6 / STRUCTURE(3000 PSI MIN) 'S OR 1/4"0 LAG SCREW 9"O.C.W/1-7/8" NEXT TRUSS. w w r- tg, ggy
FOR BALANCE WITH 13'1" '� MIN.EMB. IN WOOD SG 0.42,TO 0.55. I"m w O w g�gR
MIN EMBEDMENT AND 2)=" MAX.DESIGN LOAD AT
S. MAX SPAN:' w g
i MIN EDGE DISTANCE, f G2 P.S.F. EXISTING C NCRETE, :2S 13 O pp
STAGGERED WITH 3"MIN. HOLLOW BLOCK OR =F Z u m z E
MAX.DESIGN LOAD AT 6'-0"MAX SPAN: WOOD FRAMING.SEE ' rn f0�M Q C0FYFJM1fRWLBONV=PE
SPACING,TYP. ,h 2"x 5"x 1/8"CONT. X W a z I-
t 52 P.S.F. ANCHOR SCHED. ALUM.ANGLE(6063-T6) a a 15-2339
E BASED ON YPE OF E J O a
HD BUILDOUT MOUNT STRUCTURE �m SCALE:
SCALE NTS (MAX.DESIGN LOAD t 72 P.S.F.) Q PAGE DESCRIPTION!
F Hb PASS THRU DETAIL SCALE 3"=1'-0" O TRUSS MOUNT SECTION
SCALE 3"-1'-0"
U
i
EXISTING HOST ALT.LEG DIRECTION lltlitow(y oo,r.6.
STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN 12"MIN FRO14 EDGE OF ACCORDION EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUMEDGE OF SHUTTER*WINDOWS
ROUND WINDOW 1/2" SPACING,AND 3"MINIMUM EDGE DISTANCE !N :N
TOP OR BOTTOM ASSEMBLY IAX (7.)6063-T6 ALUMINUM �//'ANGLES PER BEAM END,SIZE Q
PER SPAN TUBE SCHEDULE
z.
EMBED, SPAN TUBE PER
ACCESS HOLE DESIGN SCHEDULE . A
EDGE OF ACCORDION :L,
j z� 1/4-20 MACHINE BOLT W/NUT @ PIN
g
TMPCASSHUTTER BLADES mN 12'O.0 OR#14 x 3/4"SMS 6"O.C. �y/'�' a'"�'
a i�
1/2"MAX. /i/111�� \� U
�IULL Dia
2.875"0 HOLE EDGE 3 iG Z=4 l.J a; l7 0
ROUND WINDOW DISTANCE vl F" N m z
MIN.GLASS 1g � 7 IL!
3
MAXIMUM OFEXISEPARATION 13w p ` s PER EVERY OGLASS OR k o o W LAJw
c DOOR =oz N��3
LI GHT-N-VIEW WINDOW
U V U Y
ado 3.,MIN az mow°:
B o k EDGE 1/2"MAX w¢ .-,CI
8 N.T.S. EXTERIOR ELEV DISTANCE rT <
o L 5 6 ANN
Zv1m
0 K
E O o FROM PIN GUIDE m
gg� �w�' .Z.Z TO BUSHING WASHER TYP.1
ACCESS 1/4-20 MACHINE BOLT W/NUT @
yi IA 1/2" .HOLE 12"O.0 OR#14 x 3/4"SMS 6"O.C.
F 2.875"0 HOLE TO _ SPAN TUBE PER w�+
d RECEIVE ROUND EMBED. DESIGN SCHEDULE - g
WINDOW ASSEMBLY 'I o:S o
• }e' 1/2' (2)6063-T6 ALUMINUM p`-
fT1AX. ANGLES PER BEAM END,SIZE �1 L 2 o m
EXISTING -1- PER SPAN TUBE SCHEDULE Iii p.j c
HOST 1/4"0 THRU BOLTS SEE BEAM O z m$¢IL
STRUCTURE SCHEDULE FOR REQUIRED NUMBERS
E 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN m
b EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM E z
8 0.125" SPACING,AND 3-MINIMUM EDGE DISTANCE
I� w
m0.032" 0.032"- { 0.125" MAX.DESIGN LOAD-3:72 PSF a c g
r 0.196" //� . III SPAN TUBE SECTION
R N.T.S. VERT SECTION °1
S
SPAN TUBE SCHEDULE
NUMBER OF
1 ALLOWABLE TUBE NUMBER OF ANCHORS PER MINIMUM ANGLE
ROUND TUBE SHUTTER SPAN THRU-BOLTS ANGLE LENGTH
8 I + €S WINDOW SIZE SPAN -_--I_-____. ..._ _ _.__ x'
TOP BOTTOM 70P OOTTOM TOP 166TT0IA TOP BOTTOM n
1 ' n ASSEMBLY TUBE TUBE TUBE TUBE TUBE { TUBE TUBE TUBE o Sepp
60^ ._12J.6' 1J5.2" 2 2 2 3 d' 7" gbh
\ ... - .._ __.
0 125" 96" „101.7- 106.9" 2 2 3 3 7" 7" 2
�b� ,
123" 09.9" 94.4" 2 2 3 3 7" 7"
m \ _ // // \ 0.125' 60" 129.1'__157.0'__2___2_ _2_ __J 4' 7" �rA�� q
96" 114.6' 124.1' 2 2 3 ] 7' 7" i1 t£
123" 1020' 1 109.6' 2 1 2 4 4 10' 10" e
60' 136.0_' 196,9- 2 2 3 3 7
_' 7' 6
02.875" �-}0.188", 7'xa'k - --- _
5 03.250" 0.125' 96" 122.7'.. 155,7' 2 2 3 4
' 123" 115.4' 137.5' 2 3 4 5 10' -17
j 2-x105 50" 140.6'
0.1875'' ? 9' 2 3 4 0 10' 16' n g
1 LIGHT-N-VIEW WINDOW 123" iJ22' 29.203.1" — 3 - -
G� N.T.S. SABIC PLASTICS SLX 1431T-UL-941iB �� / SPAN TUBE SCHEDULE NOTES: COPYRLHT IR W L BEWA=PF.
1, Ubt Z-x3 X1711" "x'x 4"ANGLES FOR 2"x5"&2"x6"BEAMS. 15-2339
2. USE 2"x5" 1/4"ANGLES FOR 2"x8"&2'x10'BEAMS. _
3. USE BEAM SCHEDULE FOR DETAIL 3/8. SCALE!
s 4. TOP&BOTTOM BEAMS MAY Be USED TOGETHER OR IN COMBINATION WITH OTHER t'ACE D6scglPnoN•
\ CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS.
2 ` BLADE W ROUND WINDOW
S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND
P-1 1 / BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS,
ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS e99
8 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.
6. LAP BEAMS ARE NOT ALLOWED.
= 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. 0
8
I -
i
I
ANCHOR SCHEDULE. CONCRETE
i2.5"MIN EDGE DISTANCE
'Soan8lUDiTo.�':D'" � Stiag54UDlTd$'=3'.Sp� Spans UR To 12'-0" • "�Ir•� ?•
OANCHOR OAA '•CONN TYP6"�" � CONN TYPE GOfIN TYPE ;
H _.- C2 4t2a C3 C4 C52 C2 gC26,C3 C4 .�C531 CS C2 C3 C4 C5 .
S/�_T,11(�7APCON;OR`.ELCO 436E 16.0"1fi:09 iS�O"16.0"16:0:16.0"Y6W.,9.0" 13.0"t6.0'L 16.0" 9.5" 5.5" 8,5" 14.5" [j 7�.x
ULTItAC9N WIFTt`S-.1 _53 16A"26.0"20.5"14.5"26.0"18.0"12.0" 7.0" 10.51-116.U"15.0" 7.5"ir,
7.5" 10.5" . '. 4AidY� t"EMBED{3192ps MINCONC) 62 16.6"16.0" B5" 12.5"16.0"I6A" 45" 5S_' 8.5" 15.0" 15.0" 7.5" 7.5" 10.5" COMBINATION �I �8.0_ SA" 7.5" 11.5"15.0" 7.5" 7.S" 10.5"ISA" 7.5' 4.5" 7.5" 10.5"15.0" 7.S" 4.5" 7.5" 10_54 I5.0" 7.5" 7.5'• 10.5" . 9 J10 COMBINATION7/7/1(4"M[LtENtUM MILLFA57 43 16.0 16.0 15.0"16.0"16.0"16:0" 16.0" 9A" 13.5"16.0" 160" 8.5" 9.0" 13.5" SyK (Liq a E'
WITH 1-3/4"EMBED(3275ps1 53 16.0"16.0"11,0"iS.O"16.0"16.0"11.0" 7A" 10.5"16.0"13.5" 7.0" 7.5" 9;5" gL;�}II.
MIN CONCRETE) 62 16.0"15.0" B.5" 13.0"16.0"16:0" 8.5" 55" 9.0" 13.5"13.5" 7.0" 7.5" 9.5" 0 U Q a
70 16.0"120" 7.0" 11.0"16.0"14.0" 7.0" 45" 80" 10.5'13.5'170 7.5•' 9,5" ul 5}
100 13.5" 7.0" 4.5" 7.5" 9.5" 135" 7.0" 45" 7.5" 9.5" 13_5" 7.9". 7.5" 9.S' Z N mm meqq+W tot
i(4"ELCO CRETEFLEX SS4 43 36.0"56.0"16.0"16.0"16.0"3fi.0"I5.0"13.5"15.0"16.0"i6.0"12.5" 23.0"16.0" x 5 TYP. 2 x S TYP. W 9$ u
W/2"EMBED(3350psi hi[N 53 I6A"16.0"16.0"16.0"16.0"56.0"16.0"10.0"15.5"I6,0"16.0"10.0" ".;;14.0"
CONC} 62 26.0"26.0"12.5" 12.0"14.0" to D;m x
'0114g• 70 16.0"16.0"10.5"16.0"16.0':16.0"iD.S" 7.0" 11.5"15.0"16.0"10.0" 6.5" 11,0"14.0" 'w
16.0"
lOq &
16. 10.0" 6.5" 53.0"2A.0"16.0" STAN Gi4.0' 76.D"20.0" 6.S" 51.0"54.0"
l i"MIN EDG?DITANE NOTES "s"INDICATES ANCHOR SCHEDULE SPACING. ~
0" a
4 Cl 1 Cz 1 C3 I c4 Cs I Cl CZ I C3 I C4 I CS CI-1 C2 I G3 I C4 I CS SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE:
ee 1/4"ITW TAPCON OR'ELCO 4i 16_0"16:V_ZS" 8.0" t6_0"16.0"16.0" 5A" 5.5" 16.0"26.0" 9.0" 3.0" 4.0" 14.0" - C2 CONNECTION TYPE USING PIECE QO WITH OUTSIDE
R ULTRACON WITH 1-3/4" 53 16.0"16.0" S.5" 6.5" 16.0"16.0"12.0" 4.5" 16.0"24.5" 7.5" 10.0 ANCHORS ONLY F`
m EMBED(3192051 MIN CONC) 62 36_0"15y5" dS" S.5" 16.8"16:0" 9.0" 4.0" 14.5"14.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE(�WITH
70 26.0"li_.Y' 4.p" '5.0" 16.0"15.0" 7.S" 12.0"14.5" 7.5' 10.0" OUTSIDE ANCHORS ONLY
�+' .... .. .._. _100-24.5".7.5" /f/!/l zo.o"?i.5".7.5" fj 10.0" LL 7.5" fj 10.0" Ol 1rt y
ii$1 1/4"MILLENIUM MILLFAST _43 16.0"16A"11.0"13.5"16A"160"13_0" 6.5" 9.5" 16.0"13.0" 7.0" 4.0" 6.5" 10.5" UI L=F g
WITH 2-3/4"EMBED(3275ps1 53 56.0"t6.0" &.0" SIA"t6 1 16.8" 9.6" SA" 7.5" 16.0"10.5" 5.S'• 5.5" 7.5" ANCHOR NOTES: K$ rn
d MIN CONCRETE) 62 16.0"11.5" 6.0" 9.0" 16.0"23.5" 7.0" 4.0" 6.5" 11,0"10.5" 5.5" 5.5" 7.5" 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING I jn-M 0 it
Teta®.• 70 16.0" 9.5" 5.5' 8,0" S6A"22.5" 5.5" 5.5" 9.5" 10.5" 55^ ss' A5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST 8E " mb p rmi
MRS.' 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). Ob
's I(II4"MIN EDGE DISTANCE �`_ m
a 1/4"ALL-POINTS SOUO-SET - 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, m a
S ANCHOR W/7/8"EMBED& CI C2 C3 C4 CS CL C2 C3 C4 CS Cl C2 C3 C4 C5 ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR c U¢
E 2/4.20 SS MACHINE SCREW 43 16;0"16.0" 8.5" 10:5"26.0"26A"LLD"_5.Y' 7.5" 76.0"12.5"_6.5" 3.0" _5:0"_2_4.0" TgUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER m g
(3000ps1 MIN CONC) 53 16.0"I5l0" 6.5" 8.0" 18.0"16.0" 8.5" 4.0" 6.0" 15.5"10.0" �4.d" 7.0" THAN OR EQUAL TO SHUTTER SPAN.
yyv 62 76.0"i1.D" 5.0" 7 D" 16.0"12.5" 6.5" 3.5"• 5.0" 10.0"10.0" 5.0" 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE.
6 �-•y 70 16.0" 9.0" 4.5" 6.0" 16.0"10.5" S.5" 3.0" 4.0" 8.0" 10.0" 5.0" 4.0" 7.0"
�6z-2 '--- 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE $
m 100 10.0" S.O" 4:0" 7.0" lo-W' 5.0" 4.0" 7.0" 10.0" 5.0" 4.0" 7.0" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER m v
g 1/4"ALL•POINtS SOLID-SET 13"MIN EDGE DISTANCE ANCHOR TYP BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE -•
§ ANCHOR W(7/B'EMBED& Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 CA C5 CONNECTION. SEE CONNECTION DETAILS FOR IDENTIFICATION OF
1/4.20 SS MACHINE SCREW 43 160116.0"16.0"16.0"16.0"16.0"16.0"11Z I6.0"16_0"16.0"21.0" 7.0" CONNECTION TYRE. � �
" (3000051 MIN CONC) 53 16.0"16.0 13.5"16.0"16.0"16.0"14.0_' B.5" i3.5"16.0"16.0" 8.5" 5.5" 9.5" 12.0" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON•CRACKED CONCRETE ((�����j
a -- - ---- ----11 -
62 16.0"16.0"10,54 16.0"36.0"15.0"II.O" 7.0" IS.O"16.0"16.0" 8.S" 5.5" 9.5" t2.0'• ONLY.
•� 70 16.0"15.0" 9.0" 14.0"16.0"16.0" 9.0" 6.0" 10.01-111E 16.0" 8,5 5.5 9.S" 12.0 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
100 26.0" 8.5" S.S" 9.5" 12.0"ib.0•' 8.5" 5.5" 9.5" 2204 I6A" 8.5" 5.5" 9.5" t2A'"
IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT
d2�5/&"MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
1/4"POWERS SS DROP-IN FINISHES. p
1Y/1/4-20 SS BOLT AND Cl C2 I C3 C4 I CS CI I C2 C3 I C4 i CS Cl C2 C3 I C4 CS p
1"EMBED(3000ps1 MIN 43 t6A"16.0"14.a"16.0"36.0"Id.O" 14.0" 8.0" 12.5.16.0"114.0"1 7.5" 5.0" 8.0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS n S
CONC 53 16.0"16.0" 9S" 14.0"S6A"1604 9.5" 6A" 10.0"16.0"11.5" 6.6" 4.0" 7.0" 8.0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQQUATE WOOD FRAMING 8}a5
} - MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR y6�
a�, 62 16.0"12.5" 7.5" 12.0"16.0"10.54 7.5" 5.0" B.5" 11.5"111.5" 6A° 4.0" 7.0" 8,0" SIDE CLO�URE PIECES. •'.
�{ ---�I 70 16.0"110.0" 6.5" 20.5"16.0"12.0" 6.0" 4.d" 7.5" 9.0"11 1.5- 6.0" 4.0" ZO" 6.0"
-- 4. ----- 8, WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER
100 11.5-160' 4.0' 7.0" BA" 11.5" 6.0" 4.0" ZO" 8.0" 11.5" 6.0" 4.0" 7A' 8.0" SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN.)WOOD STUD.3/4"
m Sj4'POWERS SS DROP-IN __ - 3;1/2_MIN EDGE DISTANCE EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. G SCREWS SHALL "
m W/1/4.20 Ss BOLT AND Cl C2 C3 C4 CS CI C2 C3 C4 C5 Cl C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. ,a5g
I'EMBED(3000ps1 MIN 43 16.0"16.0"15.0"16.0"16.0"16.0"14-Y 9.0" 13.5"16.0"15.0" 7.S" 5.0 9.0 Y2.0 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2."ENGAGEMENT OF THREADS IN
CONC) 53 16.0•'16.0"10.5'15.6"16.0"16.0"10.0".0" fi.5" 10_Sr'16.D_'12.0" 6.0" 4A_ 7_' _8 5_ BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER $55
62 16.0"13.0" 8.0"12.5"18.0"SSA" 8 -So. 9.0" 12.0"12.0" 6.0" 4.0" 7.5" 8.5" HEAD(SIDEWALK BOLT),U.O.N.
70 26,0"10.5" 7.0" 31.0"16.0"32.5" 6.5" 4.5•' 8.0" 9.5" 12.0" 6.0" 4.0" 7.5•' 8.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. ,
12.0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.D" 7.5" 85"
s * NUT OR WAS ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW,
1'MIN EDGE DISTANCE
#12 SMS W/2"EYEWALL Cl C2 C3 C4 C5 CS C2 C3 C4 C5 CS C2 C3 C4 C5 NUT OR WASHER WINGNUT, CVpOUGMFR0atL8Oa10100P.E
ARMOR INSERT W/2"EMBED 43 16.0"16.0"21.5"14.0"16.0"16.6"16.0" 7.5" I0.0"16.0"16.0" 9.0" 4.5" 6.5•_13 5" I1. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15-2339
(2000ps1 MIN CONC) 53 16.0"16.0" 8.5" 11.0"16.0"t6.0"11.5" 5.5" B.0" 16.0"14.0"17.0"1 3.5" 5.5" 20.0"
62 26.0"15.0-17.0- 9.511116.0" 16.0" 9A" 4.5" 6.5" 24.0"14.017.0" 3.5" 55•' 10.0- 22. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO 6CGE
s DRILL INTO HOLLOW BLOCK NOR SHOGLD IMPACT DRILLS BE USED TO INSTALL PAGE DESCRIPT20N:
70 16.0"t2.0" 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" SOA"14.0 7A" 3,5" 5.5" 10.0"14.0" 7.0"
tt12 SMS W/2,75"EYEWAl4 43 16.0"16.04 16.0"SG.O"16.0" 16.0"16.0"10.0"14.0"16.0" 16.0"11.5" 6.0" 9.5" 16.0" �9
ARMOR INSERT Wl 2.5' 53 16.0"16.0"I2.0"26.0"16.0•'16.0"15.0" 7.5" 11.0"16.0"16.0" 9.0" 5.0" 8.0" 13.0"
n Et4BED(2000psl MIN CONC) 62 1610_'16.0" 9�5" 23.5"16.0"16.0"13.5" 6.5" 9.5" 16.0"16.0" I.W. 5.0" 8.0" 13.0"
C 70 16.0"16.0" 8.0" 11.5"16.0" R.T. 9.5" 5.5" B.5" 24.0"16.0" 9.0" 5.0" 8.0" 13.0"
100 16.0" 9,0" 5,0" B.0" 13.0" 16.0"i 9.0" 5.0" B.0" 13.0"16.0" 9.0" 5.0"
1
i
n9
P.E.
ANCHOR SCHEDULE: CONCRETE (CONT.) }d NN4,9
1 2-3/16"MIN EDGE DISTANCE 3-I/8"MIN EDGE DISTANCE / Y2
G Spans Up io 6'•0't Spans Up 70 8'-3" Spans Up To_32'-0" Spans Up To 6'•0°' _Spans Up 70 8'-3" Spans Up 7p 12'-0'
0 ANCHOR �psn CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE * �:
s Cl C2 C3 C4; CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C] C4 CS Cl C2 C3 C4 CS Cl C2 C3 I C4 I CS
43 1 "L6.0" 6-D" "16 6 0" _ FSC
5/16.1TW TAPCON XL WITH 6 0"16.0 1 16.0 .0"16.0"12.0"16.0"16.0"1 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.D" 16.0"11.5" 7.5" 12.0"16,0" T Q m.:•Q�
1-3/4"EMBED(2899pm MIN 53 1fi.0"36.0"14.0"16.0"16.0"16.0"Iq.S" 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" `((F
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" 4,17 ,ggC1�o
70 16.0"15.5" 9.5" 15.0"16.0 16.0" 9.5 6.0" 10.5"13.5"16.0" 9.0" 6.0" 10.0"12.5"16.0"16.0"10.0"15.0"16.0"16.0"10.0 6.5 10.5 14.0"16.0" 9.5" 6.0" 10.5"13.0"
100 16.0" 9.0" 6.0" 10.0•1'12.5"16.0" 9.0" 6.0" 10.0"12.5"16.0 9.0 6.0 10.0 12,5" 16.0 9.5 6.0" 10.5"13.0"16.0 9.5 6.0" 10.5"13.0 16.0" 9.5" 6.0" 10.5"13.0"
5116'ELCO ULTRACON WITH 43 16_0"16.0"16.0"16.01'16.0"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" "Y{ W X
1-3/4"EMBED(3500ps1 MIN ,53 16.0"16.0 16.0"16.0_16.0'_16.0" 15.5"10.0"16.0"16.0"16.0" 9.5" 6.5" 11.5"13.5"16.0"16.0"1G.0"16.0"]G.0"16.0"16.0"11.0"16.0"16.0"16.0"10.5" 7.5" 12.5"15.0" L((}}.. 2
-�l >L1 w€d
tt CONC zi
62 16.0"16.0"12.5"16.0" 6 0"16.0"12.0" 0" 14 0" 6 6.0" 11.5" 0"
1 _ 8. 1 .0 1 9.5" 6.5_ IJ.S'.16.. 16.0"14.0"16.0"16.0"16.0"13.5" 9.0" 15.0"16.0" 16.0"10.5" 7.5" 12.5"15.0" /I1 Q r'-L9 O
. ..-_._. -._ lJ
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"1G.0"11.0" 7.5" 13.0"16,0"16.0"10.5" 7.5" 12.5"15.0" m s w o
100 16.0" 9.5" 6.5" 11.5';13.5"16.0" 9.5" 6.5" 1 L.5"13,5"Ifi.O" 9.5" 6.5" 11.5"17.5"16,0"10.5" 7.5" 12.5"15.0"16.0"10.5" 7.5" 12.5"15.0"16,0"10.5" 7.5" 12.5"15.0" Z N[I
1/4-304 SS POWERS TAPPER 1-t/2'MIN EDGE DISTANCE _ 3'MIN EDGE_DISTANCE__ W
W/1-3/4'EMBED(3000psl C1 C2 C3 C4, C5 Cl C2 C7 C4 CS Cl C2 C3 C4 CS C1 C2 C3 C4 CS Cl C2 C3 C4 CS CI I C2 - Cq CS N ^3
g HIM CONC) 43 16.0"14,5" 6.5" B.5" 16.0"12.5" 7.0" 4.0" 6.0" 12.5" 7.0" 3.5" 4.0" 5.5" 16.0"16.0"13.5" 16.0"16.0"16.0"14.D" 8.0" _12.0 16.0"14.5" 7.5" 4.5" 0.0" 11.5" o W
4 _..- .. . -_._..__._.__._
53 14,0" 8.5" 4.5" 6,5, 14.0" 9.0" 4.5" 3,0" 4,5" 9,0" 6.0 3.0" 3.0" 4.0" 16.0"16.0" 9.5" 1J.5 16.0"16.0" 9.5 6.0" 9.5" 16.0"t2.0" 6.0" 4.0" 6.5" 0.5" 'D w
" ` 3 3.0 16.0"_1_3.0"" 74..50" 161..50"186.,50"62 11.5" 6.5 4.0 5.0 12.0" 6.0" 4.0" 6G.55"" 8B.•55"
66 6 5 0" 12.0" 4.0"30 " 070 9.5 5.0" 7 04.0" 6.0" 3.0" 3,0" .0 6.04.0 6.0" 3. 3.0" 4.0" 12.0 6.0100 " --
~ Q
a
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
_- ... I"MIN EDGE DISTANCE_ 2.1/2"MIN EDGE DISTANCE
_ -__ .._
Spans Up To 6'4: Spans Up To 8'-3" Spans Up To 12'-0" Spans Up 70 6'-0" Spans UD To 8'-3" Soans Up To 12'•0"
d o=1YY ANCHOR LOAD CONN TYPE CONN TYPE CONI)TYPE CONN TYPE CONN TYPE CONN TYPE K•S m
x F (psQ CI C2 Cl C4 CS Cl C2 C3 C4 C5 C1 C2 C3 C4 C5 Cl CZ C3 C4 CS Cl C2 C3 C4 C5 Cl CZ C3 C4 CS ~m- m
m
m' 1/4"I7W TAPCON WITH 43 tl.5" 7.0" 3.5" tl.5" 6,0" 3.5" 6.0" 3.5" 11.5"10.0" 5.0" 6.5" 11.5" 6.5" 4.5" 3,0" 4.5" B.5" 4.5"
1-1/4'EMBED 53 7.0" 4.0" '7A" q.5" 4.5" 9.5. 6.0" 3,5" 5.0" 9,5" 6.0" 3.0" 3.5" 6.0" 4.0" �-A i
F62 5.5" J.0" _6.0"_ 3._5 / 8.0" 4.0" 4.5" 8.0" 5,0"1 3.0" 4.0" 4,0" O Zm
b 70 4.5" 5.0" 3.0" 6.5" 3.5" 3.5" 6.5"
-I.0" 3.0" 4,0" 9 UU a
100 4.0"��� ����� 4.0" 4.0"
1/4"ELCO UL7R460N WITH 43 13.0"10.5" 6.5'1 13.0" 9.0 9.0 13.0"10.5" 4.5" 6.0" 13.0" 9.0" 5.0" 3.0" 4,0" 9.0' S.0" q.0'•
8 1.1/4 EMBED 53 10.5" 6.5" 10.5" 6.5 6.5 10.5" 6.5 3.5 5.0" 10.5" 6.5": 3.5" 3.5" 6.5"
62 0.5" 9.0" 8.5" M1,5" 4.0" 9.0" 5.0"� 4.0" 4.0" 3,0" o g
m 70 7.0" 7.5" 7.0" .5" 3.5" 7.5" 4.5 3.0" 4.0" 3.0" ZZ
,p a
i 100 4.0" 3,0" 4.0", 3.0" 4.0" 3.0"
G o I/4"MILLENIUM MILLFASY 43 ] 6.5 6.0" 5.5" 11.0 12.5"10.5" 4.0" S.0" IZ.S" 9.0" 5.0" 9.0" 5.0" 4.0" 13,5"SI.S' S.5" 7.5" 17.5"10.01 5.5" 5.0" 10.0" 5.5" 4.5" v
0
3 m VF/1-1/4"EMBED 53 0.0" 6.0" M1.0 10.0" " q.0" 11.0 6,5" 4.0" q.0" 7.0"
ANCHOR
' fit 8.0 4.5 B.5" 5.0_, 4.0" 4.0" 9.0" 5.0" 5.0" 9.5" 5.5" 4.5" 4.5"
V 70 4.0" 8.0" 4.5"
F o 100 4.0" 4.0"
O 1-1/4-MIN EDGE DISTANCE 7."MIN EDGE DISTANCE
u: 3 1/4'ALL-POINTS SOLID-SET - - - --- - -
-.__
Cl CClC 3 C 2 C4 5 '4 C2 C3ClC 2
° O ANCHOR W/7/8'EMBED& C2 3 C4) CS C 2 C C4 CS L C C7 C Cl C2 C3 C CS Cl � C 5 Cl C C3 C4 CS �",m
0
n
43 15.0"13 0" 5.0" 6 11.0^ 0" 0" 4.0" 6.0 5.0" "16 0" .D" 0"16.0"11(1,5"' 1 .0"
8 o I/4-20 SS MACHINE SCREW _-__ ___.__ _,01 15.0 6. 3. 110" 16.0 8.5" 10 16. 5.0" 7.0' 6 11.0" 5.5" 3.0" 4.5" B.5" Q a'fl jt
-.._. `1 t
x 53 12.5" 7.5 3.5" 4.5" 12.5" 8.0" 4.0" 3.5" 8.0" 5.0"� 3.5" 16.0"IJ,O" 6.0" 8.0" IG.O"14.0" 7.5" 4.0" 5.5" 13.5" 9.0" 4.5" 4.0" 6.5"
62 1010" 1.5'.,
4.0 10.5 6.5" 3.0" 5.0 5.0 3.5 16.0" 9.5" 5.0" 6.5" 16.0"11.0" 5.5" 3.0" 4.5" 9.0" 9.0" 4.5" 4.0" 6.5" I
21.1
g •� 70 8.5" 4.5" 3.5"I 9.0" 5.5" 4.0" S.0" 3.5" 14.5" 8.0" 4.0" 6.0" 15.5" 9.5" 4.5" 4.0" 7.0" 9.0" 4.5" 4.0" 6.5" y
F 1111
00 5.0 3.5" 5.0" 3.5" 5.0" 3.5" 9.0" 4.5' M1.0 6.5" 9.0" 9.5 4.0" 6,5 9.0 4.5" 4.0" 6.5" -
" 3"MIN EDGE DISTANCE 4'MIN EDGE DISTANCE -' "
5/16'[7V!TAPCON XL WITH -- -- .. -••-- o St`�5/ ,' 3
m
1-3/4"EMBED CI C2 C3 C4� CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS CS C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS
43 16.0"16.0" 9.0" 12._0"16.0"14_.0" 7.5" 5.0" 8.5" 14.0 8.0" 4.0" 3.0" 5.5" 6.5" $,
53 15.5" 9.5" 6.0 9.5" 15.5"10.0" 5,0" 6.5" 10.0" 6.5" 4.5" 4.5" a 5
62 13.0" 7.0" 9.5" B4O" !.2:20;;
3.0 8.0" 4.0" 5.5" 6.5" 6,5" M1,5" 4.5"
70 10.5' S.5" 4.0" 7.0" 11.0" fi.5" 6.5" 4;5" d
100 6.5" 3.0" 4,5" 4.5" 6,5" 4.5" 4.5" 6.5"
5555 1 1-9116'MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE p ne
5/I6^ELCO ULTRACON WITH C1 C2 C3 c 4:1 CS C1 C2 C3 C4 CS Cl C2 C3 C4 C5 Cl CZ C3 C4 CS CI C2 C3 C4 CS Cl C2 C3 C4 FC5 bb 0
1.1/4'EMBED paPYpX!{1 FANMLBDEUMOP.E.
43 12.0"10.0" 1.2.0" 8.5" 8.5" 16.0"16.0" B. 11.0"16.0"15.0" 8.5" 7.5" 15.0" 8.5" 7.0"
S3 9.5" 6.0" 9.5" 6.0" G,0" l. mi, I6.D"10.5' tl.5" 16.0"11.0" 6.0" 10.5" 7,0" 55-2339
14.5" 8.5" 7.0" 7.0" SCALE:
70 6.5" 7,0" 11.5 6.0" 6.0 12.0" 7,0" 7.0" AGE DES[RIPTIONiDES[RIPTIGNi
99
ANCHOR NOTES:SWSHEET
$ 9 FOR ANCHOR NOTES. O
i.
ANCHORISCHEDULE: HOLLOW CONCRETE BLOCK 1 tl21 /A�t/rf�P.E.
---.2"MIN-EDGE.DISTANCF •,:.7:•: �l' __ __ ._
Spans Up To 8'•3" Spans Up 7a 12'-D" 2C '•�:7-
rn
LOAD
C n CONN TYPE CONN TYPE CONN TYPE
O ANCHOR p
x Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS 3 {).465
R52 SMS W/2'�EYEWALL 43 16.0"16.0" 7.5" 9.0" 16.0'15.5' 8.5" 4.5" 6.5" 15.5" 8.5' 4.5' _4,0" 7.D"
ARMOR INSER W/1-1/4" 53 16.0" 16.0"11.0" 6.0" 3.5" 5.0"111,0" 7.0" 3.5" 3.5" 5.0" S '
oEM@ED I 62 14.0' 7.5" 4.0" 6.0" 34.5" 9.0" 9.5" -0,0" 7.0" 7.0" 3.5" 3.5" 5.0" - �, A ,� •��`
70 ..S. 6.0" 3.5" 5.5" 12.5" 7,5" 3.5" 3.5" 5.5" 7.0 3.5 3.5 S.0" y Q•• 14
xm
3q0 7.0" 5.0'
ANCHORIkHEDULE: WOOD (G=0.55)
3/4-MIN EDGE DISTANCE v q Z n o
G Spans Up 70 6'-0" Soans Vo To 8'-3" Spans Up To 12'•0" Z
ANCHOR sr) r m w o
LOAD
CONN TYPE CONN TYPE CONN TYPE ry C, 'S
3
x Cl C2 C7 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 W
CS
1/4"LAG SCBE aWJTH 1-314" 43 16.0"16.0"11.5"12.5"16.0"16.0"16.0" 7.5" 9.0" 16:0"26.0"14.5" 4.5" 6.0" 16.0" (L" 3 j
MIN THREAb NETRATION 53 15.0"16.0" 0.5" 10.0"16.0"16.0"16.0" 6.0" 7.0'; 16.0"t6.0"11:5" 4.0" 5.0"
_62_ 16.0" 6 " 7,0" 8.5" 16.0"16.0"14.5" 5,0" 6.0" 36.0"16.0"31." 4,0"I 0" " D
70 36.0"16.0" 6.0" 7.516.0"16.0"12.5" 4.0" 5.5" 16.0"16.0"1i.5" 4,0"1 S.0" 26.0"
100 16.0"11.5' 4.0" 5.0" 16,0"16.0"31.5" 4,0" 5.0" 16,0"16.0"11.5" 4,0" 5.0" 16X" a
H 7116"WOOD 8t�SHSNG W3TH 43 264•'26.0" 0A" 1D.D_36 0"IS_5" 85" 4.5' 7.0" 15.5" 8.5" 4.5^ V4,.5*" 7.0"
0 1.13"MIN EMDE6 8 1/4-20 S3 16.0"10.5" 5.5" 0.0" 16,0" 31.0" 6.0" 3.5" 5.5" 114" 7,0" 3.5" 5.0"
v SS MACHINE S�REW 62.14.0" 8.0" 4.5" 6.5" 14.5" 9.0" 4,5" 3.0" 4.5" 7.0" 7.0-13.5- 5.0" m
a , 70 37.,0" 6.0" 3.5" 5.5" 12.5" 7.5" 3,5° %4.0" 5.5" 7.0" 3.5" 5.0"
0 I 100 7A" 3.5" 4.0" 5.0" 7.0" 3.5" 4.4" 5.0" Z8" 3.5" 4.0= 5.0"
3 ._._..
014 SMS ON 0 4,WOOD 43 16.0"16.0 12.5"14.5'16.0"16.0"16.0" 16,,0"16.0"11.5" 5.4" 7.0"_16.0" w
SCREW WITH 1 3f4°MEN 53 3G.8"i6A" 4-0" It.S"16A"'16.0"55.0" 6.0" 8.0" 16.4"16.0" 9.S" 4.0" 5.5"
¢ THREAD PENET, TION 62 16.0"16.0" 7.5" 9.5" 16,0"16.0"11.5" 5.0" 7.0" 16.0"16.0" 9.S" 4.0'_ 5,5" 13.0"
{p»41IlODI1�431 TO 16.0"16.0" 56.0" 4.5" _4y0" 5.5" 13.0" sJi p�Q M
I 100
5.5" 13.0"116.0"19.5" 4.0" 5.5" 13.0"16.0" 9.S" 4.0" 5.5" 13.0" F.
K
ANCHOR SCHEDULE: WOOD (G-0.42) zm
3/4"MIN EDGE DISTANCE
y r Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'•0"
LOAD \ iIy d
c3 8 CONN TYPE CONN TYPE CORN TYPE 1
x ANCHOR {psi) Cl C2 C3 C4 CS C1 C2 C3 Cl C5 Cl C2' C3 C4 CS
II, o S
W.thG SCAENW{WITH L-3/4' 43 36.0"16,0" 9.0" 10.0"Ib,O"16.0"16.0" 5.5" 7.0"116.0"116.0" 9.5" 3.S•` 4.5" 15.0"
Mlt!THREAD PENETAATIOi# _$3_16.0"16.0" S,5" 8.0" 16.0"16.0"12.5.' 4.5" 5._5'_16:0"15.0" 7,S"; 3.0" 4.0"
a (� 62 16.0'16.4" 5.5" 6.5" 16.0"36.0" 4.5" 3.5" 5.0" 15.0"1S.0" 7S'0 3.0" 4.0" 11.0"
? ]0 16,0"13.5" 4.5" d.0" 16.0"16.0" 8.0" 3.0" 4.0" 11.5"15.0" 7.5" 3.0" 4.0" -HE
1.0" l��•r'. ��.
g I too 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.q" 4.0" iL0"
i`v v 014 SMS OR 014 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" 3p5" S,0"
pO SCREW WITH 1}}TT/4"MIN 53 36.0"16.0" d5" 8.0" 16.0"16.0" 8.5" 4.0" S.5" 10.5" S.S" 21'. 4,0" 7.5"
0 THREAD PENETRA'IftON 62 i6.0"31-5" 5.0'_ 7.0" 16.0"13.0' 6.5" 3,S" 5.0" 30.5"10.5" S.S" 2.5"- 4,0" 7.5"
3 I 70 16.0" 4.5" 4.5" 6.0" 16.0"II.D" 5._5" 3.0" 4,0" 0.0" 10.5" 5.5" K! 4.0" 7.5" y g
5 200 10.5" 53" 2.5" 4.0" 7.5" 10.51115.8' 2.5" 4.0" 7.5" 10.5" 5,5" 2.5" 4.0" 7.5" ral
ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK
�si� ,j8d
} _ 4^MIt#EDGE DISTANCE -
Saans Uv To 6'-0" S..ns Up To 8'-3" Spans Un To 12'-0" 'rco �r pg
a G I LOAD CONN TYPE CONN TYPE CONN TYPE L+
m s ANCHOR tPsb Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 a &pp
sl
5j16'ITW TAPCQN%C Wj 43 16.0"id.0"S6_0"36.0"16.0"I6A"16.0" 15.0"16.0"16.0"lCy'154" 9.0_' 14.0"16.0"
2-1J4'M1� N EM ED 53 16.0"16.0.16.0"16.0"16,0"16.0"16.0"111.0"16,q"36.0"16,0"12.0" 7.5".12.0"15,0.. ty A ida
62 16.0"16.0"14.0" I6A"16.0"15.0'" 4.0' 14.0"16.0"16.0"12.0' 7.5" 12.0"16.0" a ilj
70 15.0"16.0"11.5" 16.0"16,0"16.0"12.5" 8.0" 12.5"16.0_16.0"12.0" 7_5" 12.0"16.0" t a
.__ .__... _.__„_. Lgf
$ 100 16.0"12.0" 7.5" 12.F 16.0"16,0"124" 7.5" 12.0"16.0"16.0"12.0" 7.5" 32.4"16.0" e s
} 5/16"ELCO ULTRACON W/ 43 16.0^15.0-110.5' 14.0"16.0"Ib.O"30.5" 6.5" 9.5" 16,0"11.0" $,5" will
2.1/4"MIN.EM[IEO 53 16.0"13.5" 7.5" 11.0"16.0"34.0" 7.5" 7.S': 13.5" 9.0"Id2 0it�0" 5 " 9.0• 15-2339
JINSERTZ
70 15.0" 8.0" 5 •' 8.0" 15.5" 9.5" 7.0" 9.0" SCALE:
3005.5" 6.5" 9.0" PAGE DESCRIPTIDNi
s t47 V- - T MIN EDGE DISTANCE
]11,511
CX C3 C4 CS Ci CX C3C3CSC2_ C3. C4,. CS012 S43 16.0" 9.5" 11.5"36.016.0'"14.0" 6.0" BA" 16,0"14,5" i.5" 3,5" S5115ARMO53 16.0" 7_0" 4.0" 16.0"26.0 9.5" 4.5" 6.5" Ib.O"11.5"
'^ 62 13.0" 5.5" 7.5" 16.0"14.5" 7.5" 3.5" 5,5 12.0"11.5 6,0 3.0 4.5" 8.5" ANCHOR NOTES:SEE SHEET
C _70 10.5" 5.0" 16X"t2.5" 6.5" 3.0" 4.5" 4.0" 21.5" 6.U" 3.0" 4.5" 8.5" 9 FOR ANCHOR NOTES.
I 100 6.0" 3.0" 4.S' 8.5'• 11.5" 6.0" 3.0"
i
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