HomeMy WebLinkAboutProduct Approval j Property Information Building Information
Owner: Charles Mongrain Wind Zone: 150 MPH.
Address: 31 arboles del norte Exposure Category: C
Ft Pierce,F134951 Minimum Building Dimension: 30 ft.
Mean Roof Height: 15 ft.
Risk Category: II
Design Pressure Calculations
Opening Location Device Device Device Max Positive Max Negative
Number Zone Width(in) Height(in) ] Elevation(ft) Pressure(psf) IF Pressure(psf)
1 End 53 55 7 33.0 -43.2
._...... - .... _. ._ ...._ .............._ ........ ......_ .. .. ._._. ....._. _ ....._...._.. __.. .. ..
2 Int 53 55 7 33.0 36.0
........._. ........................................................._.__.........._................__.._...._.._.._....._.. ............_._._..._._.---........._................._...._...._..__....__........._.........._..._...... __.._. ...........
3 Int 53 55 7 33.0 -36.0
.. - -.L..__.................... ........ .. ......._... ..... . ...._.... ...._..... .... ...... ......._
4 j End 96 82 7 30.8 -38.7
_..........._...._................._.....- ...__........................._..................................................... ..... ....... ................... _.. .................... ........... ... ....... . ._.....................
.....__
5 End 102 82 7 30.7 38.4
.................................
6 Int 113 82 7 30.4 -33.4
_........................................................................................................_..................................._...........--......................_......._.__........................._.........__.........._.._.-_......__..---.......___ ......................... .. ......._.. ............._-.._..........._..........................
._...
7 End 74 55 7 32.3 -41.7
....... ......-- ............................... ................. _. .._.. .. ....... __..... ..............................._....._ ......_ _... . . ......_.. . .._... .......
8 Int 26 40 7 34.6 37.6
_...-............. ._.._...._._.__... ......__............__..... ........................._._.._........................_.................._................._..........._.................._._.........._.._.._..........................._..._............_......... .._..__............_..........__....... ...._........_.......
9 Int 26 40 7 34.6 -37.6
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Prepared in accordance with:ASCE 7-10,Chapter 30. Jfind Loads-Components and Cladding.5th Edition(2014)Florida Building Code.
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Lw 3:1 Use, SL3f^. _c_.-..
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J Product Approval
S3 k—, iir;: l.e. .l.... USER:a;:b..c�;_.
>Application Detail
P FL
LppHica;ioR Type
Code Version _.2J�:•'
A pii--atia t S a:Us
Com.mants
Archi'v'ed
I '
. Pr0C::.L..IManUfa CLurer
AGdress!Phone/Er^aiI 41:1
0
T're5t 11C vah Road
Ft. _ c. -o FL 33309
(9=4)493-8551
tomic tc-alum.com
AU'noriz=d Signature FrankBannard3
frankogenoexp.c„,,.
Techniczt ReDresentatiuc
Thorn-as B.Johnston
Address/Phone/Ermafl 400 est McNab Rd,
Ft. Lauderdale, FL 33309
'954;970-9999 .
tom'"a-alur-.com
Quality Assurzancze Representative
AddresslPhbrteiEmail.
Cateoor
Subcateoory
Com.p;iance f Method Evaluation Repo: .from a Florida Registered ArC i_eCt or z Licensed
=lof Ida Rrofessional Et3cinee[
Evaturt!on.Repo-Hardcopy Received
_.....:_�___�.r._._._�.�.._. ._._,__ Flo ic=_igic�ee�:�uA-chitA:-No.r.,)•?ho.. ..___._..=r=ri�c.l�5en:3ar:_ P,E. _ _.. __.�. . .
developed the Evaluattlion'Peport'
Florida License. " PE-0045549
-
-----_----
Quality.Assurance Con, Ci Expiration 1Da:E 12j31,•'2Q10 - -
Validated BY ORLANDO-L. 6'ANCAO, P.E.
Vali:;a:ion Checkiis -.Hard^opy Recat;--ed
Certifica-m of 3,ndeoenderiice
...
Referenced Standard and-Year of Stzndardj Standard Year
ASTM E1886 2005
ASTM=i E1:996 2005
ASTM,, E330 2002
itori dabuiIdin g.OrtU/1)I-1Dr_app_dtl.a.spx?Karam=SN GES ?:Q-,=,-tDgN.i k7�H'\-Iuc)-�-b--. 41"14;)0 16
noriaa builcln�r (_ode Un11ne 1?a<Jz ? 3
'IAS 201-
i AS
01IAS_02 7.994
TAS 2103 i9S4
��.•:.�✓ vy Fior'ta License:: Or Al--hitect
Sections.from e Code
., ie- 1ie,.,Cd _ Orate., G
Date SUbrrlitted 60/21./201.5
Date Voi=at'd 04/29/2015
Dare Pendi^_ FBC r-.r3va:
05/06i201_
Date Aa_'noved 06,122/2,015
_ __....... _....... , _ ... ... ..................._ ..
Summary of Products
{+..
FL# ;;Model,Numberor Name is Description E
1-3751.1 ;16.8 Accor ioShu :eLarce Missile Impact Resty nt Pccc dion Shutter System
1'Limits of Use {.Installation instructions
Approved for use in HVHZ: Yes "
i.Approved for use outside HVHZ:Ys Ve i ted BY: F-C �L 5ennaoo, P.E. PEC-G=E5-9
Impact Resistant:Yds G ea- b% Inc e,ta_n, t t i d?ar y;l'c^^s .
Design Pressure: N/A lEvaluation'Reports l'
};Other: See instai:at o' crai:ncs for ai oisab
. lmsr /pre_ssure combit:_tions and add;ii_n a, limitationsd` C r..ct2'+.0 v.n0 7_fi..e^t T n.rd P-= : Yes
rur eZ tat - { rise
Im• -
aac-Resistant Accordion Shutt-r Svs
L�ml mei—_ Installation Instructions
Approved for use in HVHZ:'Yes T °
{ Approved for use outside:HVHZ:Yes Verified. 3y; Fran? L 72 i COC 5549
Impact Resistant: YesC-c_.ed by IndeDence:, Third?a ;,. Yes
Design Pressure: EQ/A ;Evaluation Reports
1i Other:Se installation drava;ncs for cli w aNe -
is-�an/pressure combinations and add;tion .I , .•.at+ens of ,Created by independent Third Party: Yes '
1x757.3 i'E.A. essential:acilities Accordiona nl ;um accen o shutter adpreved uD to missive level
j E for use with essential facilities and;vino Zene 4
iiLlmltS of Use - Installation Instructions
Approved for use in HVHZ: No I .
Approved for use outside HVHZ:Yes Verified. 6} ,:ani L. Ee.nardo PE-00146549
i.^.deprnd=_ntTnird-Pa-Ly: Yes-
Design
esDesign Pressure: -1117/-125 Evaluation Reports
Other: d -•,: -
e . Se? pro uct dr ..ing +'-^^ f
for ;a , a.,n.or inn,
anchorao" etc. re3ze by Inv oe dirt I hird_Parv:1'es {`
--.tic _ J h:0'CY:"•"Jn.'^a�t roc -Z1'Z ___
rL Z:2G ;,no
Enc Ct->of-ixiCt--o -ate erp°�,'- ren ?- _sla-L._ t- _ -:v St .nt __=s;r i•v c _ _m+. 'eiund
^__.
.., o -_T:i::3t•f _ .?ii BJ�zsas are..?;!_!'_.___..__ r yc n0 'N2f1:+C:; e-rnai,actress reE4 _-3ft _- :. -
:e.--�ele_S' tc rnaV :his 1 ea e_..•i_ ti\' - .I. -
•• - 7 "1- •i pL -•is c- --G.- --
�z-5u2.T.' smo,_ ,. .. _. I ._ .�u.we.chao-.er 455, ,... .
lvit^,a,-smail d6uC2S5 f:fie' one. t_.r3 t _ 2Y be :for affmiel_.^^i-..__...J, 1.,,.ne r ^>e=. _.._maO e- _ _ 'JJ
_C_ r=D :;
_'J,'=.. .,„-_n'••. .sn.n st: ,o.Y c__ _`'.rex-,nl=a-crvvlce`.'•_^_ --^Ent 1•:�h an e•.nzif ?c'_-s w"icn can`^._,,.a.._c.c.._ =:.,t:t= t).._.
Product Approval Accepts:
htrp:;'N.N-\\7NN-.florl'dabui'ld n<_r.ori=rpr; r_a1),D_diLasp�?palanl=;�GEV Q��tDgi nl�"�IH t'1.ua�1�... 414-2016
it
` _EPNi1'�19ENNARDO,P.E.
PROJECTION VARIES j ``ll�f MM 77EE�o�1[[1IjJ,dd lle�el�7lAflrrrrr
F0.115°
'T2.874" - 4.874"MAX.
♦ �`p' r�
0 0.080"
0 0.125" r 0.062• 0.450" v: p
'^ 1.708" 0.100" ^� 1.706" 0.100 ----I.63O" 0.062" N _
N 0.096" 0.195" I --�- -L- 0.080" 0.061 *. �*
0.195"
r 0.060' 0.070" 0.060" , 2.820" 3 TE v
't' Pn 0.630' .. 1.908" 0••. i
0.125' 0.630' 0.062" Fn ft+ >
0.062' .a. 1.993"�
0.630" 0.630" 0.062' I� 0.13"
�.a Lf
" .069"-{ �-('0.971" I F0.971"1 L. 0.143' 0.096"
0.062"+0 L200.. 0 060" 1. 70"-I iv
I-I 0.062" 0.200" 0.06' 0.630" LL
�-1.069" 1.069" 0.630q� �O
.06 0.062" /j11ff111y� Q L9
•t---I- LLz
5.745°MAX. SUPPORT LEG OPTIONAL .20" �-1.069"-� 0.062" 10.200' W44!! r4W
5.745"MAX. 3 ^3 X
�jtn
WA'�L - O BUILD OUT WALL O3 STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL ID ID W° 3
�.56AL-Ei'HAL-F�SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE O
a
WHERE SHOWN,SCREW BOSSES _--
&FELT GROVES ARE OPTIONAL
d ON ALL EXTRUSIONS n
0.874'1- M
§m"gggg76fGy• L . ? 2.655"
2.655" 1
0ri.875"
F 0.105' 0.060'. " 0.510"
�1.230"2.195"
V(D 0 �'
83 " •n T2I".3 6O2' (I�'�I
k
�FNp3<
0oaru3ol
m0.75 2.655'
1.069• 0.105" 4.84°
9"1.
0105 c ti 0.075 '4.510"
0.075"
4.510" E
0.781" agcWc
NOTE:TESTED THICKNESS OF
0 07 a-4.510" -� 3.506" BARE METAL W/O PAINT IS 0.039"
O m
g 7O SILL Og SILL ADAPTER �, Og EXTENDED SILL �p EXTENDED SILL ADAPTOR �� ADJUSTABLE SILL BOTTOM 13� 68 STREAMUNE�SL-AT/BLADE_
SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF S1ZE -SGALE,4iALF_SIZE_
SCALE:HALF SIZE
It
WWy�
rit..0.080 0.477"" 1.570• 10 510• T log
0 0
0.143" 0.341 6 0.070" 0.245" fill
€1.700 - 0.143" 096" 1d
0.060" @
4.753" r `0 0.115" ®0.080" 0.117" 12
0.090" "
n w o
4.510"� ry ry 0.096" a " l
(•-0.180" `� 0.000" N 0
' ) 0.080" I I A N . 9
0.227"J
15-2339
0.630" 0.060', (�
�J OOPYWQNffRA`CfLBEhIUFDOPE
I
NOTE:THICKNESS BARE E2..22" I METAL W/O PAINT ISS1 0.420"0.039" j 1.625"---111 SOME,
PAGE OESOftIPTIONi
15 6.8 STREAMLINE STACK RADIUS CEILING HEADER/SILL 17 6.8 STARTER Ig WALL SILL CLIP Igb WALL SILL
SCALE,HALF SIZE SCALE,HALF.SIZE SCALEi HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE c
� u
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6 : 8 STREAMLINE SHUTTER
GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ ��k
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING = N0.46
CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE
INTERNATIONAL BUILDING CODE(IBC1 AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM * I
MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. UNLIMITED WIDTH---------I : A QF i
SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. v^ cQQ
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SECTION %�D�• (V >
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE
RE UIREMENTS AS DETERMINED 1N ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE -TOPTRACki a'
FLO IDA BUILDING CODE SHALL BE LESS THAN OR EVUAL TO THE POSITIVE OR NEGATIVE DESIGN ���/ " a
PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. >_ W
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. u �!
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES
DIV
BY A 1.5 ¢w o t7 o
SAFETY FACTOR. ir m w
S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND r -� W .Ni w OQ 3 u
ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW 3 z
CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING.JURISDICTION. N ul a 3 Y
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN,
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE v w o
s DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR w x a
T WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85 t N
SHALL BE USED. S z
S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC
SITE.
9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME f n IL
PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER O Q TM
F 61ESE-23 R THE FLORIDA ADMINISTRATIVE CODE. ! �� w Y
e 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO DI APPLIED BY THE CONTRACTOR PROVIDED THE O Q o
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR B
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM
�� uFi a n
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. IfA�jn
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL o9 °C
DOCUMENTS. O
Zm ¢d
e12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING. HURRICANE PROTECTION
OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND -BorroM -g <
SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE TRACK
13 DEVIATIONASA CONDITION TO THE BUILDING OFFICIAL'GRAVING HIS/HER APPROVAL. LOCKING MECHANISM,SEE 6 W o
13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICALPLAN VIEWS E 3o g
INFORh1ATI0N; TOWN&COUNTRY INDUSTRIES
FORT LAUDERDALE FL TYPICAL ACCORDION <L
MISSILE LEVEL D-ASTM E1886,E7996&E330 SHUTTER ELEVATION
TAS 201,202&203 ,•r+� o
2 FLORIDA BUILDING CODE APPROVED 1 N.T.S. EXTERIOR ELEV
14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 TABLE 2:
t 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. i
16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF kaaTHUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL
BOX LOCK AT CENTER OR SIDE CLOSURE. I HVHZ FACILITIES o
17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. Y
18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS, SHUTTER ggcS
19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10", SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS u 0 2
E 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. a 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 si ,
22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL'BLADES OF SLACK.
23. SEALANT SHALL BE USED ON ANCHORS OR 7TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4" 1-5I8" 2-3/8"
TABLE 1• 89" 3-1/2" 1-718" 3-5/8" 1-7/8" I@
TABLE 1 NOTES: 120" 4-118" _ 2" 4-1/4" 2" %�t
e ACCORDION SHUTTER 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-718" 2" 5" 2" w V
g I SHUTTER SPAN SCHEDULE"ABOVE ARE qw
MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES:
SPAN SCHEDULE 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. Oil 11
tl� •�
AT EACH RESPECTIVE SHUTTER SPAN. 7.. OIT-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY IMLBE.°m P.E
POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FEURMT 15-2339
SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND
SPANPRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A scnLE: -
.4 PI SF) _�) DESIGN PRESSURES FOR TI IF.NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PAGE DESCRIPTION:
_ SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL
7T' 100 - 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30'
99" 70 ABOVE GRADE.
70
S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE a�
120" 53 53 I INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. n
144" 43 40
T E1996-09.OFOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM �IIJ11
a
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EOogE"F
- ---4-'-- -�- - -"----- NYLON WASHER OR--
80
}-0.125" 0.610" STAINLESS STEEL '2 ' t �0" ALUMINUM H 0,357" a~ ••" Y
ASSEMBLY r '
0.320"0 HOLE o w 0.pSq"
I to o 2 O #10 x 2.3/4"410 HT S.S, O.Z76" 0.
0.880' I WHffI ''f'j p q.120"w INSERTS SCREW W/TC ULTRACOTE -1--qf(
0.591"
ry 0.05p° INTO COATING .y 1f�ftf4(.A ^'.'441'V
I 1.100";{ �-0.240"� L TRACK (IYP TOP ty0.062" l, lOfi• h a
NYLON BUSHING W/WASHER: Sis
I I TYP. ER 0.$70" O,750" 7/16"0 x 1/2"C1 INTERIOR JOINT TOP 0.154"� (-0,137" 77RI7 t ' U 5
I. 5"MAX,�� DE JOINT' TTO. 7/16"0 x 1"0 INTERIOR JOINT BOTTOM 7 lat}2, a
CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR i>u U ut
Tg ANGLE ? HOUSING•ZINC DICAST,POWDER COATED G a
22 ROLLER:A.SEEMat: 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT (� Q t w
SCALE,HALF SIZE 5CALEt HALF SIZE( NOTE: KEY SCALE,HALF SIZE, SCALE,HALF SIZE Z +"
OR KE UMB T,ilRN OPIERAT'ED.,NSI4E. WNi
}q.zso^ 23 BRASS PUSIi LOCkS 3 y
5CALEt HALF SIZE c w a
'Dt 4 t�
� &R0.500"
R0.155" 1.47B" 2.125" a
1.742" 0.266" 1.603"
.000"0.500" ' 0.236• 1,710" 1.224" 0.267"
0.623"
0.790" 0.090" 0,319" ; 0.531" "26 0.531" n m
0.064" .n`O,t r. 0.20 `-�
0
26, o vi u
cS$� _J,. 0 4 q . 0.607" 0.607"
0.250• D.11s" a In N N H" n 4 K p
0.224" 0,239" i-* ry uO1s n ro m n e uuii Q. pp�'
¢ 2,400".._ 0.060 0.496" 0.240" "4.a.t
tt t Irwtl 7 E'O"'
„�„�..``"""'."'.,,'. 1.758" -L _1��._.- ^.L• �„ o`o _
^ 27 RAINGUARD 28 DEG@3RATIVE'FLOOR TRACK : 3.476" o.lfio" H q.z2z"1 r i°'24o"
SCALE,HALF SIZE SCALE,HACF SIZE 1.001 0.062" 0,062" I 0.06Z" t"0.176" a
UNIMATE GK' 31 MALE BOX CENTER 32 FEMALE BOX CENTER E Fx
30 SCALEi'HAkF SIZE
SCALE,HALF SIZE SCALE,HALF SIZE 4 \ "'- g YI o
G �y
-I1-0.062" $g
5.500"x 13/16"WIDE "0.400" �.
AJ �" �- 7/I6"0 STAINLESS
STEEL NUT
a y��1
F 0.125" - .
n V.. `�,-, q " 0.43$"
�O.lea" 5/16-18x1 MACHINE SCREW a ti�oa E
71 L_ TV. 4" o! 5126"0 INTERNAL STAINLESS STEEL ry 0.121" a
8 DIE-CA THREAD
f--F0.6$9"
HEAD STYLE VARIES "t`•K �_ S.O50"� �� Y��a
DELTA MODEL 2022..� SECTION A; TPA TPA 7 T-SCREW INSERT 38 TWUMB SCREW ��INDUSTRIA SYSTEMS SCALES FULL 512E 5CALEt FULL SIZEt^ 0 , 40 406- -
35BOX LOCK IZE 10.31s END STRIP 1" o�k3lf5CALEt HALF SIZE I--2.000"-} 2" 8C 3.. EXT
}--1.625" �-1 o0-{ _ -11-0.125"
zoSCALE, HALF SIZE s
0.125" b><Y5
�V O.OSO" 0,093" a "
;; ( 0.125" dp7PgIRFa4v(LBEIaVA90PE.
0.250" o 1 0 0.093^ "t 15-2339
ori
E -t � � SPCAIEt "
1 � nce oescaxPTcoH:
7.000" I 20 AL. i''t1END'STRtP 1 1.5°x3°x0.093" ANGLE 25 2°x3"x0,125" ANGLE X49
A
39. 2X7 ANGLE SCALEF1iA IZE SCALE,HALF SIZE SCALE,HALF SIZE
n SCALE.HALF SIZE
I
I
ANY ANCHOR PER ANCHOR EDGE DIST.
qCHEDULE @ IB"O.C. EXISTING DIST.
GLAZING •lY�')rj � l.- 5
SEE END STRIJR
ry SCHEDULE FO
A .ANGLE EMBED z ry SPAN WHEN U _
EMBED. 17 j LEG D RECITON H II 20,40a,40b
(INTERIOR) 1/4" OR 6.8 STARTERTA BFI,•,•
17 B 17 MAX. WITH 21 OR 2 • tJ'iu'7tt, �Qp�('`4
2"THICK 6063-T6 ALUM.
ED G I 30 ANGLE 016 x I""MIN. ROEVERSED)NL 21 25 /
DIST c -- --.r. aI a m a
�Q
JA,�I�Y ANCHOR PER ANCNO (2),?1FASTE0x1"SCREWS ATGLE TO W/ ;U1 LL x a
EDULE@ 18"O.C: CORNER,TOP&BOTTOM;ANDQ �ATTACH TO 6.8 STAICIER W/ U iJLLLL,(1! t m W"
13 Y12 x 1/2"GA R S.S.SMS, 912 x 1/2"GALVANIZED OR Z
! 30 S.S.SMS,3/16"0 ALUM.POP
1 6.80"(TYP.1 I - M.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE W
USE(I)BRASS PUSH LOCK OR(1) MACHINE BOLT&Nur @ ls^o.c. ALTERNATE END STRIP DETAIL BOLT Nur @ le^D.C. 3 ILL
(EXTERIOR) 5/16-18 TkiUM6 SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE In cc 3 y
2 INSERT(`31'70 AT 1/3 SPAN TO 2/3 SPAN SCALE,3"=V-0" ANY TRACK W/ W°%
Y' TYPICAL PLAN VIEW FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES, ,a p
HOLE SHALL BE 3/8"MAX WIDTH,UP TO a
SCALE,3"=1'-0" ! 1"HEIGHT. SF SPAN
1'DIO(2 7-) 62 108"
ENE1110" ri
62 94"
USE(1)BRASS PUSH LOCK ® 112 80"
OR(1)5/16-18 THUMB 2 5"
SCREW Ip{�0 THREADED LOCKING DETAILS FOR __SCREW 1371 AT 1/3 SPAN 2"BIO(3.7'7 62 95" SEE END STRIP
SP' CENTER MATES 72 BB' to y
TO 2/3 AN FROM ® SCHEDULE FOR MAX. '
BOTTOM OF SHUTTER. SHOWN ON RANDOM SPAN WHEN USING
d RECEIVING HOLE SHALL BE 30 DETAILS 3"810(4.7'7 62 86" 08
/8"MAX WIDTH,UP TO 13 �7 79' 4 F 20,40a,40b OR 40c, l�}-
1"HEIGHT. 30 62 74" 666 E- 1/4" OR 6.8 STARTER 1'�Ing ❑m
ALT.1"010 6Z 0' g 0: MAX. WITH 21 OR 25.
3 8 9" OzmL•m
ID 112
_75-
40 AO USE APPROPRIATE
E O 13 STARTER STRIP TO c`U
45 93". 40 20 PROVIDE CLOSURE 1O f
13 x0.093" 52 87" FOR ^^`---���� E w
u 23 60 81" BUILDING CONDITIONS. — S p
Ox1 E 3
4 —79— FASTEN STARTER STRIP g
B I (INSIDE) �0 __ 6�_ TO TRACK W/(2)810X1" v
r< 2' 45 139" SCREWS AT CORNER,TOP
x0.125" 52129" ALTERNATE END STRIP DETAIL $BOTTOM. O _
o 69 23 SCALE.3"=P-0" ANY TRACK W/SCREW
n 13 p I I 1e 64 116' BOSSES.
z
—70
111'
p SILL Y
Iy 73 109"
FOR GREATER SPALLS OR LOADS THAN
3 I W SHOWN IN END STRIP SCHEDULE,END
d F �, I STRIPS REQUIRE A I•x1'.090"CLIP ANGLE
� V) \ NIO SPAN D9!NG ANY ANCIIOR 0117NE EXISTING GLASS o A
ANCHOR SCHEDULE G 814014-TEx pp
vi 13 SCREW OR 114-20 BOLT TO END STRIP. y ` PUSH
d I USE(11 BRASS PUSH LOCK' 3U EF$W OR(1115BRASB THUMB LOCK
(INSIDE) 'g39g9q H
OR It)5/16-16 THUMB 1_@ $ SCREWO THREADED
s SCREW I 0 THREADEDd a INSERT 37 AT 1/3 SPAN SILL o ,
INSERT 7 AT!173 SPAN j
TO 2/3 5 N FROM E lyi a BOTTOM OF SHUTTER
BOTTOM OF SHUTTER. 4
RECEIVING HOLE SHALL BES IDE) py
3/8"MAX WIDTH,UP T 0 6fi
1"HEIGHT. 23 %� t
TYPICAL OUTSIDE CORNER CLOSURE s
CC1 DETAILS WO/CORNER POST — — — —' 35 30R
NTS 13
133U COPtA1GM FRNOfLEEt01YmOPF.
13 23
SILL 31 z 15 (OUTSIDE) 15-2339
€ E
SPAN TO 2/3 SPAN FROM PAGE DESCRIPTION;
ry BOTTOM OF SHUTTER
TYPICAL! INSIDE!CORNER CLOSURE FU
CC2 DETAILS WO/CORNER POST F MULTIPLE SHUTTER ASSEMBLY X119
NTS SCALE,3"=1'-0"
� I fes"f9
r
!
I •
I '
I
I' f
- _ __I _! _ Cl CONNECTION TYPE \\\\ /EtKtREFEqENCE ANCHOR__ __EXISTING HOSTE5SCHEDULE FOR MAX. STRUCTURESPACINGy Cl CONNECTION TYPE 1/4-20 MACHINE BOLT 5 '
REFERENCE ANCHOR 1/2" W/NUT(p 12"O.C.OR -
SCHEDULE FOR MAX. ® 014 SMS(lA 6"O.C.
/ SPACING 1/2" (TYP.TOP&BOTTOM) Z TA n�m z-
2 FASTENERS ALUM. TUBE �' ` ��0' �b'��rr •'t`
EACH ANGLE 6063-T6 ALLOY
SEE I6BLE_A.FOR SIZE, a o �OR 66OR
/ z
1::..2::.1/6" I •� I ALTERNATE THRU BOLT IIJJ J
on 2" 2 x 1/B" Cl CONNECTION TYPE a w ,L X w
ALUM.ANGLE ° I . _ REFERENCE ANCHOR MR GLASS
13 j SCHEDULE FOR MAX. SEPARATION 13 F u 1J Q Z d
THREE 3/16"0 ALUM. a -� SPACING PER TABLE 2 H a w Z t m w
POP RIVETS OR I r. = Q-1 W .Nio3�m
THREE N12 SMS,TYP. ° 17 ` IIA I OR DOOR I.N N< 3 w 3
3/16"0 ALUM.POP ` X IR C �+ O
17 RIV ET,OR t#12 SMS I A� \ EFF w..
w
TABLE A(ca) (�1B"O.C.(TYP.Ij w _ / 7FRN z F ,,o
Al \F / A7E
PRESSURE VS ALLOWABLE LENGTH _` \ O OR = a
MAY USE MALE OR • �"T- M
2°x2°x1/B" 3•x3"xuB• LO vI
PSF Na B/ No BID FEMALE LOCK-SCAT w n
62 130' 188' 13 ALTERNATE THRU BOLT I 1/4"MAX.FROM PIN m
I" CS CONNECTION TYPE
Fgj 72 124 179 CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR r -1 WASHER(TYP.)1NGN N
82 119" 172" NTS SCHEDULE FOR MAX. SCHEDULE FOR MAX. 11 19 I
d 92 114" 165" SPADING -
102 14x3/4"SMS 9"O.C.
120 109" mr ANGLE TO TUBE CONNECTION m rnY m
lso TABLE B cc9 EXISTING HOST 2"x 2"x.125" ov &
9r 131' ( EMBED. 6063-T6 ALUM.TUBE
200� 88' 114" PRESSURE VS ALLOWABLE LENGTH STRUCTURE O==�m• 5 CONNECTION TYPE
� a
2"x2'xl B' 3'x3'xl((8' EDGE DISTANCE REFERENCE ANCHOR
PSF WITH B/0 WITH B/O SCHEDULE FOR MAX. E
8 SPACING
u 62 l 113" 166" •S
7z
tor tSr FASTENERUSE ANY ANSHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION a g 5
' 82 I fol" IN ANCHOR SCHEDULE). SCALE.3"=1'-0"
92 i 95• 139' ufOr
H 102 I 90" 132" O t
120 83' 122'
150 I 79" 109' m
r2"x � j7,
3/tfi RIVET OR fl12 SMS N. 73 w1B"O.C. OR 1/4-2 17YP. N EPARATGLASON
NUT&BOLT(TY 1. F PER TABLE w
3/16"0 ALUM.POP 4°I
ALUM. TUBE RIVET OR 412 SMS GLASS 2 X oZf° g"
6063-T6 ALLOY C°T 78"O.C.(TYP.) I g OR DOOR OIL I- -g�625
E SEE TABLE 8 FOR SIZE. 2"x 5"x 1/e" u'A } 5gg
E 2 FASTENERS x CONTINUOUS GI
A EACH ANGLE ALUMINUM ANGLE a YJ si $
1"x 2"x.093"6063-T6 OPTIONAL ANGLE INSIDE
ALUM.ANGLE,TYP. THREE 3/1 ''0 ALUM. 17 ORIENTATION TYP. 17 d - 3 1fi !a@
o POP RIVETS'DR
17 THREE H121SMS,TYP., !a 11
.8 o 0 1"x2"x1/6"
S 13 OR M x 2"x 1/8" EO RE ERENCE¶ANCHOR
s ALUM.ANGLE d
USE MALE OR FEMALE I SCHEDULE FOR MAX. z R
SPACING WP18x'VOTNIuILeOEURWPE
LOCK-SLAT EXISTING CONCRETE,
e 13 13 BLOCK OR WOOD FRAMING 15-2339
SCALEI -
s OUTSIDE EE INSIDE SILL MOUNT SECTION PAGEDESCRI PIIONI
N12.x 1/2"GALVANIZED
DR S.S.SMS,3/16"m ALUM. SCALE i 3"=V-0"
yl
El TYPICAL CORNER CLOSURE DETAILS POP RIVET,oR v4-2o SIDE CLOSURE OPTIONS
NTS
16'.
INE &NUT SCALE 3"=1'-0" 99
S I
I
i;
I
i
CS CONNECTION TYPE A6 �//v grr4
z J' REFERENCE ANCHOR EXISTING .(�'�/.:F7•• '9�Qrir
OO
SPACING FOR MAX. STRUCTURE
•O / n' �%
GLASS o w^ GLASS w C1 CONNECTION TWE 1/4-20 MACHINE BOLT
OR DOOR Fw- y OR DOOR w w -I REFERENCE ANCHOR W/NUT 1@ 12"O.C.OR '
u u w 7❑ SCHEDULE FOR MAX. 19 ,y
F•w m t- I- 014 SMS Cal 6"O.C. 7�
MN 13 I w a w MR 13 =_ =J SPACING T �m
ww 1/2" (TYP.TOP X BOTTOM) ;
w '.
y''
1/4"-20 THRU BOLT W/ CLASS a w LA m 014 x 1/2"SMS 12"O.C. EPARATION m z o N ra- w H LASS /2.. O
LOCK NUT Cal 12"O.C.OR EPARATI L r w H OR 3/16"0 ALUM.POP PER Q w¢Q t7 _
12 x 1/2"SMS 12"O.C.E.S. PER l7/- TABLE 2 p v_I 5 OR 6 OR tn` -�
OR 3/16"0 ALUM.POP TABLE 2 z I- RIVETS(al 6"O.C. OR 1/4"0 Y a w ❑ 80RaJ "LL xN U
w❑ ALUM.POP RIVETS 12"O.C. Q w / �I�1 `X C
RIVETS(ol 6"D.C. E.S. ,J2 x
R 1/4"P ALUM.POP RIVETS / w fl AND 30 )U w
(al 12"O.C.E.S. ASSEMBLY 1/4"MAX.FROM PIN SEPAL AiSGN w >j w e D d
/ 1/4"MAX.'FROM PIN 1/2"TYP. GUIDE TO BUSHING PER TABLE 2 13 H m=❑ �:I t m m w o 0
09 AND 10 GUIDE TO BUSHING d WASHER(TYP.) v1 w w Z .4 p� E
ASSEMBLY WASHER ITYP.1 w ==Z=� Www
/ 1/2" 1/2"TYP. EX FFEES� w 3 CONNECTION TYPE uj
OR DOOR— rn~3 M Q 3 ,.
w OCK OR WOOD FRAFIING EDGE REFERENCE ANCHOR Q z¢Q~ W w
/ I-'�� SCHEDULE FOR MAX. 0 a p w
w 4,GONN�E ANCHOp 015 . SPACING u m❑ g
215TE
SCHEDUL X. Q a
SPACING AS SHOWN w
/ 3 CONNECTION TWE IN DIAGRAM ON PG.9 o v~i 5 OR 6 OR n
REFERENCE ANCHOR EXISTING CONCRETE, w ❑ O 6
SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 1/4"MAX.FROM PIN
SPACING.ALT.FASTENER / E!
/ ® LOC Ct CONNECTION TWE GUIDE TO BUSHING
ANCHORS NOT REOANCHOR 1/ WASHER(TYP.) vab k
FROM O INSIDE MOUNT SECTION SCHEDULE FOR MAX. 19W ,4
PIN GUIDE TO WITH THIS LOCATION
WA ER SCALE:3"=1'-0" SPACING 5 CONNECTION TYPE
qrBUSII�NG
)TYP AJ�iINSIDEMOU.NT'SECTION REFERENCE ANCHOR� SCHEDULE FOR MAX.
BLOCK
EXISTING
WOOD FRAMITE EMBED. SPACING ❑y,z� m CD BUILD OUT MOUNT SECTION m a
e TYP. BOTTOM m<g
EXISTING CONCRETE, SCALE:3 1'-0"
BLOCK OR WOOD FRAMING
8
EXISTING o s
m NOTE:FOR DETAILS A,B,D.AND E ON THIS SHEET, EDGE 1ST 4 CONNECTION TWE 5 RUCT.URE m fi
THE BASE TRACK MAY BE INSTALLED IN SECTIONS EMBED.
WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS ; d REFERENCE ANCHOR _5 CONNUMO�E r9,
A MINIMUM OF TWO SETS OF ANrHORS AND ISA "' SCHEDULE FOR MAX. O m
MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK W SPACING SCHEDULE FOR MAX. r o
P USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING
h 3 16
OVER THE GAPS BETWEEN SECTIONS. (])ORO
1/2" ll
R w w LA
LL ❑
GLASS w 1-A w O
8 1 OR DOOR MR F~-v:c 0
¢ GLASS 13 w K o
a w ! 012x1/2"SMS Cal 12" EPARATI ❑ x�
O.C.OR 3/16"B ALUM. PER vzi 0', II ~iA==❑
w w F - O N f` 13 I- I�
Fw�7 POP RIVETS(0l 6"D.C. TABLE ❑ ra- GLASS OR w=w Q vgag
a j N v=i w w OR 1/4"O ALUM.PDP Q m< DOOR— MR GLA =F D N m
13 = X i RIVETS 12"O.C. E a w w-
s MN GLASS m z v �6 u'm PER TABLE 2 Q J p Q
SEPARATION m z❑a Q _O O w X w O,l-
e PER TABLE 2 X w¢z F- 7 AND B RIO,
a
1/4-20 S.S.MACHINE p 1/4"MAX.FROM PIN
SCREW L NUT(al E �N ASSEMBLY 1/2" GUIDE TO BUSHING
12"O.C. w 1/2" P. WASHER(TYP.)
GLA55 ❑ 1/4"MAX.FROM PIN
OR DOOR 1/4"MAX.FROM PIN m w ❑ B
X L 4 CONNECTION TYPE 1 UIDE TO BUSHING N
GUIDE TO BUSHING w 4 R)TYP.) z e
X L WASHER(TYP.) EDGE REFERENCE ANCHOR O _F3 $
a 5 6 EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. ---••--,---•�--•�, COPYWCfIfiPNU(LBOOUADDPF.
a BLOCKOR WOOD EXISTING CONCRETE, SPACING AS SHOWN "C2'CONNECTION-TYPE� 15-2339
FRAMING 4 CONNECTION TWE IN DIAGRAM ON PG.9 ENCE ANC
OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHED AX. scALE:
x 3"x 1/4"CONT. 3 CONNECTION TWE 012 x 1/2"SMS Cal 12" SCHEDULE FOR MAX. SPACING PAGE PESCRIPTIONt
O.C.OR 3/16"O ALUM. SPACING.ALT.FASTENER ING CONCRETE,
063-T6 ALUM.ANGLE REFERENCE ANCHOR LOCATION.FRONT AND
•1AY BE REVERSED '• SCHEDULE FOR MAX. pOP RIVETS(al 6"O.C. BACK ANCHORS NOT REO'D BLOC WOOD FRAMING
S SHOWN DASHED) SPACING OR 1/4"B ALUM.POP WITH THIS LOCATION ° q
RIVETS Cal 12"O.C. �`"
Op WALL MOUNT SECTION O CEILING / INSIDE MOUNT SECTION O LL/BUILD
OUT,
SCALE 3"=T-0" SCALE:3"=1'-0"
SEG TION
SCALE:3••=1•-O•' Q
�I
' I
I ..
i
I
I
I
I I
MR GLASS w ! {y��(�Nl 'DD,P.E.
GLASS OOR PER IE 2 __ ___ _ _73 0? —L `1
ORTABLE
F u u GLASS OR �� •.1..�•,.IG7
F-u'I DOOR
=w Q GLASS OR 0•
VI W 0. DOOR MR GLASS .A.
X tn N j SEPARATION •• A
L' D: r4E.PA
GLA55 ix w PER TABLE 2
l~7 RATION Ix
Hm r w W SJ9 •WjABLE 2 F- w 7
_ J UI D N IA - F- W:)I-
. X,Z y�j BVI
13 X zoo I=n Boz �l >Va `u�€
/2•• ago'^ 13 zou 4�LLZ36
{_� = 1 ET.,.0
AX.FROM PIN GUIDE Y u C C1 CONNECTION TYPE a 0 w Z $°7$w°
Nu REFERENCE ANCHOR o Z ry q
SHING WASHER ITYP.) 2B D- SCHEDULE FOR MAX. u a W 9 S.3°
TWO 1/4"O WOOD ':250" SPACING as 3wr,
LAG SCREWS @ 24" SCONNECTION YP.E 7' o W a 3
LA
O.C.MAX.WITH .250'2" - I} o w..
THREADED PENETRATION -SCHEDULE FOR MAX. .I 'i
g "T"INTO CENTER OF 2X STUDS
/ SPACING /w F- I•' a
EMB."T' 14 SMS @ MIDSPAN BETWEEN
STUDS FOR TRACK TO 1"x 4" 51.
PLYWOOD& TUBE CONNECTION /
(STING HOST STRUC E
STUCCO FINISH 1"x 4"x.125"
6063-T6 ALUM.TUBE
THIS DETAIL TO BE USED WHEN STUD SPACING O E %TIVEsFL00R` TRACK.DET� > OO WALL MOUNT SILL DETAIL W a
3 EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. SCALE.3"" SCALE:3"=1'-0" f c
OWALL MOUNT SECTION THIS DETAIL MAY
SCALE.3"=1'-0'• ALSO BE USED ov �
AT TOPI O VimZ.'
1b
3 E o
JJ
ACCORDION SHUTTER w ot o
PER a PRODUCT APPROVAL –GLASS r� v
2MR GLASS OR DOOR
ZD PARATIDN 13 j to r{
In II PER TABLE = II EXISTING WOOD(G=0.421 ro a
APPLICABLE AT TOP Z w TRUSS OR RAFTER (� t
AND/OR BOTTOM
ry !, Q a Q Q @ 24•'MAX.O.C.
A23" ' ! E CL
In EXISTING FINISH
I MATERIAL
i A
g 1/ n� 1/4"MAXI FROM PIN GUIDE 2'•x 5'•x 1/0"6063-T6
}v( TO BUSHING WASHER(TYP.) ALUM.ANGLE W/THREE
2"x 3"x 3'e"x CONTINUOUS O2.175" : a a
2"x 2"x Y°"x CONTINUOU3 6 1/4"TILE ITYP.) 1/4"0 WOOD LAG6061-T6 ALUMINUM ANGINISH MATERIAL SCREWS WITH 2-3/4"3/4"PLYWOOD MINIMUM THREADED0.9"MIN.THICK 6061-T6 ALUM TRACK X —1/4"0 A325 GRADE THRU BOLT 7"O.C. PENETR."T"IN WOOD @5 6
ANGLE FASTENED TOFASTENED TO ANGLEjWITH I/4-20 �° EACH RAFTER OF TRUSS,L OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C. 24'•O.C.MAX.WHERE fil�+MACHINE SCREWSl1T3"FROM ENDS ANGLE EXTENDS BEYONDQEXISTING 3 KSI CONCRETE GALV.OR 5.5.HOSTSTRUCTURE WITHAND 9"O.C.FORTHE,BALANCE �— 1/4"0 ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THAN m
V,"O ELCO ULTRACONS ATEXISTING CONCRETE HOST I 5"O.C.W/1-1/4"MIN.EMB. 6", EXTEND ANGLE TO Ww3"FROM ENDS AND 4"O.C. STRUCTURE(3000 PSI MIN) 5 OR 1/4"0 LAG SCREW @ 9"O.C.W/1-7/B'• NEXT TRUSS. w w 7 s F°
FOR BALANCE WITH llie" MIN.EMB. IN WOOD SG-0.42,TO 0.55. F~-N=O p, I
3 MIN EMBEDMENT AND 211" MAX.DESIGN{LOAD AT 5'-0"MAX SPAN: @@@
s MIN EDGE DISTANCE, t 62 P.S.F. (EXISTING CONCRETE, ==Z E n 8 e
(HOLLOW BLOCK OR rn L~7 C)W Q C0F(A Hf FRMLBBtAMOPE
STAGGERED WITH 3"MIN. MAX.DESIGN LOAD AT 6•-0"MAX SPAN: (WOOD FRAMING.SEE 2"x 5"x 1/B"CONT. X Z O Z F-
SPACING,TYP. :k-52
52 P.S.F. (ANCHOR SCHED. .r ALUM.ANGLE(6063-T6) a w o a 15-2339
u O BUILDOUT MOUNT
STRUCTURE BASED YPE OF E Uvl SCALE[ -
s Ha
SCALE:NTS (MAX.DESIGN LOAD:72IMAX.DESIGN LOAD t 72 p.S.F� Q PAGE DescwPi]ONDESCRIPT1oN:
PASS THRU DETAIL
F Hb O
SCALE.3".1'-0" TRUSS MOUNT SECTION
N
SCALE:3 1'-0"
i
I,
i,
- j
EXISTING HOSTHIIIryIyJ Do,r.E.
STRUCTURE ALT.LEG DIRECTION1 4 ALL POINTS SOLID SET ANCHORS WITH 7/8"141N \
12"MIN FROM EDGE OF ACCORDION ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM
TOP OR BOTTOM •1•:••• I• /�/i��
EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY 1/2" SPACING,AND 3"MINIMUM EDGE DISTANCEA
I AX (7.)6063-T6 ALUMINUM
-- ANGLES PER BEAM END,SIZE ,
1/2" PER SPAN TUBE SCHEDULE Na'
EMBED. SPAN TUBE PER *• •.,�
_ DESIGN SCHEDULE -d% o
A FN
EDGE OF ACCORDION z z ACCESS HOLE 1/4-20 MACHINE BOLT W/NUT @ ?�A
SHUTTER BLADES / .� W'M•
3,5"MIN E K 12"O.0 OR#14 x 3 q"SMS 6"O.C. \
TYPICAL L
/2-MAX. ce �,�t \ z
3"MIN J V�I_L L 5 6 _ 1>1 81 ow a
2,875"0 HOLE(TO RECEIVE EDGE 3 16 Z=Q I�n Q z 1.0
ROUND WINDOW ASSEMBLY) DISTANCE MIN.GLA55 13 �M~ U Y m w
MAXIMUM OF 3 WINDOWS EXISTING SEPARATION p Z 93 3 Z
PER EVERY OTHER BLADE GLASS OR o 4 W w 3
DOOR
o= Ne N3 m
ALIGHT-N-VIEW WINDOW EDGE 1/2'MAX Jaz / �w
a N.T.S. EXTERIOR ELEV w�xoDISTANC •L}
Z�m 5 6 -
C
00
22 O L9 3 16 1/4"MAX.FROM PIN GUIDE v^i
pG TO BUSHING WASHER TYP.
w~ ACCESS 1/4-20 MACHINE BOLT W/NUT @
2.875" 1/2" HOLE 12"O.0 OR#14 x 3/4"SMS 6"O.C.
RECEIVE ROUND 0 HOLE TO `SPAN TUBE PER uN1'G S
RECEIVE
d WINDOW ASSEMBLY EMBED. DESIGN SCHEDULE
'Pp 1/2" (2)6063-T6 ALUMINUM F-11 lz
fl4AX. ANGLES PER BEAM END,SIZE
EXISTING '1' PER SPAN TUBE SCHEDULE Iri �"c
HOST "0 THRU BOLTS SEE BEAMg STRUCTURE S/CHEF ULE FOR REQUIRED NUMBERS O Z m
n 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN m p
o ! EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM E K
0.125" 0.125" SPACING,AND 3-MINIMUM EDGE DISTAkE (✓�'. o
m 0.032" 0.032" MAX.UESIGN LOAD=f 72 PSF ` g
ZZ r< 0.196" tl�3 SPAN TUBE SECTION N p
N.T.S. VERT SECTION FL o a
SPAN TUBE SCHEDULE
t ALLOWABLE TUBE NUMBEROF NUMBER OF MINIMUM ANGLE
u 1 ANCHORSPER
ROUND TUBE SHUTTER SPAN THRU-BOLTS
SIZE SPAN , _._L_E_NGTH
+ ANGLE
WINDOW TOP BO_OM OP O-TOM TO-_5O_OP_ BOT
-TO_MASSEMBLY TUBE
13
TUBE TUBE i TUBE TUBE TUBE
ALL m G
80' 127_6' 135.2' 2 2
'n 2•x5'z 06" ..101.7' 106.9' 2 2 3 .. 9 7 ._7_
0.126" 123•- -69.8" 94.4'_ 2 2 3 3--7-
60"
7" 7" u k
60" 120.1- 157.0 2_ _2_ __2_ _J 4• 7- d�
m / / 2"x8"x 96' 114.8' .__ _ -_ rc 5i rc gqq
/ 0.126" 124.1" i2 .. 3 7" 7•' 4
123" 1028' 109.6" 2 2 4 4 _-10' - 10" iic2 �
60" _1_36.0- 190.9' 2 2 3 3 _7' 7"
03.250" vs
02.875" 0.1880.125"
" 2"x6'51 96" 122.7' 155.7" 2 2 3 4 7' 10" @
9
8 ' 123° 115.4' 177.6' 2 3 4 5
95, \ 2'x10"x GO" 158.1' 2-00.0" 2 2 3 41' 7" 10"
98" 140.6' 229.8' 2 3 4 0 " ,+g, M j+
LIGHT EW WINDOW / 0.1875' 123" 1322' 203.1" - 3 - 5 17"- &�a K .P. $e
\
N.T.S. SABiC PLASTICS SLX 14317-UL-94118 � _ // SPAN TUBE SCHEDULE NOTES: COP1PJGHf FRA)X L 8UDAF 00PE.
1. S x3 xl 4 R x5'x1/"ANGLES FOR 2"xS"&2"x6"BEAMS. 15-2339
2. USE 2"x5"x1/4"ANGLES FOR 2"x8"&2"x10"BEAMS.3. USE B�AM FOR DETAIL 31
SCALE:
DPLE
s 4. TOP&BOTTOMEBEAMS MAY BE USEDBTOGETHER OR IN COMBINATION WITH OTHER PAGE DESCRIPTION:
CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS.
2 BLADE W ROUND WINDOW 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND
F / BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, X99
ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS
C 8 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.'
6. LAP BEAMS ARE NOT ALLOWED. O
$ 7. ALL BEAMS AND ANGLES TO BE 6063.76 ALUMINUM. O
I �•
1 "
I
ANCHOR SCHEDULE: CONCRETEjj' �`` '�°° WAqP''%,
1 2.5"MIN EDGE DISTANCE ° •� ;t, 7,°5
r - LOAD _FUb To 8'-3" Spans Uo To 12'-0"
S a00NN TYPE 0' SO CON CONN TYPE2
N TYPE
CHOR (Psf) C1 aG2 C3 I C41 Cl I C2 I C3 11111111C4 Cl I C2 I C3 I C4 I CS "
x
4/4"TOY-TAPQOH OR ELGO a3 16.o't -' -5.0"26.0" `' 16.0"16. 9.0" 13."16:"`6.0" 9.5" 5.5" 8.5•• 14.5" 4Ai ULTRA, N WITM i 314 3 26.0"16.Q"10.5"14.5"16.0"16.0"12.0" 7.0" 10.5 15.0'• 7.5" 4,5" 7.5" 10.5" ,S.
EMBED(3192ps�MIN'CONC} 2 16.8 18.0" 8.5" 12.5"16.0" 6.0" 9.5" 5.5"' B,S" 15.0" 15.0" 7.5" d.5" 7.5" 10.5" .�[3F0" '- -- COMBINATION 'rD `70 16,0"13A•' 7.0" 11,0"160" 5" 8.0'_ 5.0" 7.5" 11.5"IS.Q" O100 15,0" 7.S' 45" J.5" 10.5"25.0" 73" 4.5" 7.5" 10,5"t5.0" 7.S" 4. 7.5" 2 x S(TYP 9 / 10 COMBINATION1/4"MILLENIUM MILLFAST 43 16.0"16.0"15.0'•)6.0"16.0"16.0"16.0" 9.0" 13.5i6.0i6.08.5" S.5" 9.0" 13.5"WtTN I-3j4"EMBED(3275psi 53 16,0"16.0"11.0"15.0"16.0"16.0"21.0" 7.D" 10.5"26.0"13.5" 7,0" 4S" 7,5" _ / Z"s nx'1t
MIN CONCRETE) 62 16.0"15.0'• 8,5" 13.0"16.0'•16.0" B.5" 5.5" 9.0" 13,5"13,5" 7.0'• 4.5" 7.5" 9.5" O >UQQ�W n 1
70 16.0"12.0`• 7.0" 11.0"36.0"1d.0" 7.8" a.5" B.0" I0.5"13.5" 7.0" 4.5" 7.5 9.5" 1J 4 W
100 13.5" 7.0•' 4.5" 7.5" 9.5" 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.5• 7.5" 9.5" Z N[p0'�W�tt a
1j4"F.LCO CRETEFLEX S54 43 16,0"16.0"16.0"16.0"16.0"16,0"16.0"23.5"16.0 56.0 16.0"12.5" 8A" 13.0•'16.0" 1 x S TY 2 W
W/2"EMBED(3350ps1 MHN 53 16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.0"15.5"16,0"16,0"10.0" 6.5" 11.0"14.0"
CONC) 62 55.0"16.0_12.5"160"16.0"1.6.0"22.5" BA" 13.0"Ifi.O"I6.0"iD.O" 6.5" 12.0"14.0" N ih Y
112+ys 70 16.0"16.0"110.5"16.0"16.0'•16.0"10.5" 7.0" I1.S"15.p"16.0"10.0'• 6.5" 11.0"14.0" '
q 100 16A"10.0" G.5" 11.0"14.0"1G.0"10.0" 6.5" 12.0"24.0" 160'110.0" 6.5" 11.0' 14,0" J
Y' 1 1 V MIN EDGE DISTANCE NOTE, •'S•'INDICATES ANCHOR SCHEDULE SPACING. ` a
Off. Cl C2 C3 Ca I C5 VC1 CZ I C3 I Ca I C5 C1 C2 C3 I C4 I CS SPACING DIAGRAM FOR C2 & C4 CONNECTiON TYPE:
T° 1/4"ITW TAPCON OR ELCO 43 16.0'•16.0" 7.5" 8.0" 16.0"16.0"16.0" 5.0" 5.5" 16:0"16.0" 9.b" 3�0" d,0" 14.0 - _ C2 CONNECTION TYPE USING PIECE ® WITH OUTSIDE y
ULTRACON WITH 1-3J4" 53 16.0'•16.0" 5.5" 6,5•' 16.0"16,0" ." Wll,4.5" 16,0"14.5" 7.5" 10.0" ANCHORS ONLY
EMBED(3I92pst MIN CONQ 62 16.0"15_5" 4.5'• 5.5" 16.0"26.0" 9.0" 4.6" 14.5.14.5'• 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE(!�WITH
-_ -"-• - OUTSIDE ANCHORS ONLY * u
70 16.0"12S" 4.0" 5.0" 16.0"15.0" 7.5" 11.0'•14.5•' 7.5" 10.0"
-l00-S45" 7.5"%ff//%//f,+lo:o'•14.5" 7s^ f f�lo.a'14s^ 7.5_' 10.0"
1/4"MILLENIUM MILUAST 43-16.0 16.0"11.0"13.5"16.0"16.0"13:0" 6.5" 9.5" 16.0"13.0" 7.0" 4.0" 6.5•' 10.5" W 5
WITH 1.3/4'EMBED(3275psi 53 16.0"t8:0" 6.0" 12.0"16.0"16._0" 9.6 5.0 7.5" 16.0"tp.S" 5.S" 5.S" 7.5" ANCHOR NOTES: IC
d MiN CONCRETE) 62 16.0"11.5" 6.0" 9.0 16.0"13.5" 7.0" 9.0 6,S" 11.0 10.5" S.5" 5.5" 7.5 rn
^ 70 16.0" 95" 55" 8.D" 16A" i'.S" 5.5 5.5" 8.5" 10.5" 5.5"�5.5 T,5'• 1. SPANS ANO.LOADS SHOWN HERE ARE FOR QETERt•1INING ANCHOR SPACING y ¢m
F FIC LOAD c ro
ONLY,ALLOWABLE STORM SHUTTER SPANS FORS SPECIFIC
100 10.5" 5.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" LIPIITED TO THOSE SHOWN IN TABLE 1(Pg 2). o'er
3 v I S-iJd"MIN EDGE DISTANCE I ui
'KK 1/4"All-POINTS SOttD-SET 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, 15 m�<
3 H ANCHOR W/7/8'EMBED 8 Cl C2 C3 C4 CS 'GL C2 C3 C4- CS Cl C2 C3 C4 CS ANCHOR TYPE AND ED GE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR -�
E$'
114-2D SS MACHINE SCREW A3 16.0"1b.0" 6.5" 10.5"16.0"16.0" 32.0" SS" 7.5" 26.0"12.5" 6.5" 3.0" 5.0" SO.D" EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER m x p
(300Dpsl MRN CONI) 53 16.0"15.0" 6.5" 8.0•' 16,0"16.0" 8.5" 1_0"" 6.0" 15.5"10`0" 5.0" f,� -4.0" 7A= THAN OR EQUAL TO SHUTTER SPAN. Kw
62 16.0'•11.0" 5,0"17,0" 16.0"12.5" 6.5" 3.5" S.Q" 10.0" 10.0" 5.0" 4.0" 7.0" 3. SEE i40UNTING SECTION DETAILS FOR IDENTIFICATION 4F CONNECTION TYPE. _ g
• 70 16.0" 9.0" 4,5" 6:0" 16.0"10.5" 5 5" 3.0" 4.0 B.D" 10.0" S.0"/4.0" 7A"
1-+--r 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE
m 100 10.0" S.0" 4:0" 7.0' 7.0" SO.o" 5.0" 4.Q" 7.0" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER y g
p ALUPOINTS 50kID='SET :MIt4EDGG?O2 -E -_ ANCHOR TYPF�BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE T
@ ANGIORyW(�7(BI,IEMOLD?& Cl C2 C3 Gt GS LCM1R C5 Cl C2 �C3 C4 CS CONNECTION, PE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF r
2j X20 SS I4Adin SCREW 43 16.0"16.0"16.0"26.0"16.0 f6.0 16.0"11.5 .0 16.0" 7.0" CONNECTION TYPE.
(3AOOpsI'Mlfl'CONC) 53 16.0"16.0"23.5"16.0"16.0"16A"14.0" B.5" '_ 6.0:is &5" S.5" 9.5" 12.0" 5, ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE
b _ _ ___.,..-. 111,,,
62 16.0"16.0"10.5"16.0"16.0"16:0"II,V' 7.0" 21A'"16.0"16,0" 8.5" S.5"' 9.5"' 12.0'•
ONLY,
•�{] 70 16.0"15.0" 9.0" 14.0"16.0"16'.0" 9.D" 6:0" io.p"13,0"16.0" 0.5" S.5" 9.5" 12.0" 6, THE CONTRACTOR)S RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
12.D"I6.o" 8.5" 55'• 9.5" 22.0"i6.o" SS" 5.5"' 9.5" 17..0" tN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT
tx" 1/4^POWERS SS DBOP•IN 1 2-S/8"MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
W/114.20 SS BOLT AND CS C2 C3 C4 C5 !Cl C2 C3 C4 C5 C1 C2 C3 C4 CS FINISHES. g " •x �
1"EMBED(3000pM MW 43 16.0"16:0"14.0" 16.0"16.0"16'.0"14.0" 8.0" 12.5"16.0"14.0'• 7.5" S.0" 8.0 11.5 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS 0
VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADERUAfE WOOD FRAM(NG n
CONIC) 53 16.0"16.0" 9.5" 1q.0"26.0"56:0" 95" 6.0" 10,0"16.0"mr 6.0" 4.0" 7.0" B.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR
*C=
62 16.0'•12.5" 7.5" 12.0"16.0"1415" 7.5"5.0'• 8.5" 11,5 11.5" b.o" 4.0" 7.0" 8.0'• SIDE CLO§URE PIECES.
70 36.0"10.0" 6.5" 10.5"16.0"12.tl" 6.0" 4.0" 7.5" 9.0" 11.5" 6A" AA" T,0" 8.0_ 9i
--:-- - -- 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER $@
100 11.5" 6.0'• 4.0" 7.0" 8,0" 11.5" 6.0" 4:0" 7.0" 8.0" 11,5'• 6.0" 4,0" 7.0" 8.0' SHALL BE LOCATED IN CENTER OF N014INAL 2"x 4"(MIN.)WOOD STUD.3/4' 4
y 1j4"POWERS 55 DROP-SN __ 3.1jr MIN EDGE DISTANCE EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. G SCREWS SHALL
I--- HAVE PHILLIPS PAN HEAD OR HEX HEAD. 'a
W/1/4.20 SS BOLT AND Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS S
i°EMBED{3000ps1 MIN 43 36.0"16.0"15.0"16.0"16.0 36:0 14.5 9:0" 13.5"16.0"25,0" 7.5" S.D" 9.0" 12.0" 4. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/7."ENGAGEMENT OF THREADS IN
I3 _ __ _ __ .S" 10.5"16.0"_12.0"_6.0" 4.0" 7.S• 8,5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER � 9
70 16.0"20,5" 7,0 12.0"16.D�125" 6.5" 4 0'• 9.0 12.0"12.0" 6.0" A.O" 7.9" 6.5" HEAD{SIDEWALK BOLT),U.O.N. a
CONC} 53 16.0"16.0"10.5"15.0"16.0"166^0 10.D' 6
62 16.0"23A" 8.0" l2.S'1.6_0"15'A" 8.0" 5' y
.S" B.0" 9.5" 12.0" 6.0" dA" 7.S" 8.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
100 12.0" 6.0" 4.0" 7.5" 8.5 I2'.2"MIM
EDGE
E DISTANCE DESIGN HASHER HORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, M ` V7100PE
012 SMS W/2"EYEWALL Cl C2 C3 C4 C5 !Cl C2 C3 C4 C5 Cl C2 C3 C4 CS
ARMOR INSERT WJ 2"EMBED 43 16.0"16.0"11.5"14.0"16.0"I6itl"16.0" 7t5" 10.0"16.0"16.0" 9A" 4.5" 6.5" 23_5' it. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED 1N ANCHOR SCHEDULE. 15"2339
(2000ps1 MIN CONIC) 53 16.0"I6.0" 8.5" 11.0"16.0"1610"111.5" 5:5" 8.0"
12. WHEN ANCHORING TO HOLLOW BLOCK SOS DRILLS SHOULD NOT BE USED TO scA1E,
5 62 26.0"l5.0" 7.0" 9.5" ib.0"16:0".9,0" d:5" 6.5" 14.0"24.0" ?.6" 3.5" 5.5'" IDA" DRILL INTO HOLLOW BLOCK NOR SHO�ILD IMPACT DRILLS BE USED TO INSTALL PAGE D6SC12PTIDNS
V 70 16.0"12.0" 6.0" 8.0" 16.0" 1'4:5"I z5" 4t0" 6.Q" 10.5"14.0" 7.0" 3.5" 5.5" to.D" CONCRETE SCREWS TO HOLLOW BLOCK
100 14.0" 7.0" 3.5" 5.5" 10,0"14:0" 7.T' 1,5" S.S"I 10.0"114.o" T.0" 3.5•' 5.5"1 10.0"
012 SMS W/2.75'EYEWALL 43 16.0 16.0"16.0"16.0"1G.0"IG!p"I t6.0" 10.0"14.0"16.0'•16,0"11.5" 6.0" 9.5" 16:0_• ob 9
ARMOR INSERT W/2.5" 53 16.0"16.0"12.0"16m,16.0"16:0"15.0" 715" mal 26.0"16,o" 9.0" 5A" B.0" 13.0"
EMBED(2000pS1 MIN CONIC) 62 16.0"16.0" 99.S" 13.5"16.0"16:0" 11.5" 6!5" 9.S" 16.0"16.0" 9.0" 5.0" 8.0•' 13.0" Q
71 16.0"16.0" 8,0" 11.5"16.0"16ip" 9.5" 5.5" 8.5" 14.0"16.0" 9.0" 5.0" 8.0" 13.9"
r 100 16.0" 9.0" 5.0" 8.0"1 13.0" 16:0"1 9.0" 5:0"
rs 1
i
t
I
ANCHOR SCHEDULE: CONCRETE (CONT.)
t6ft,42
2-3/16"MIN EDGE DISTANCE 3-1/8'MIN EDGE DISTANCE
M
Ng9o,,,�
r
7 LOAD Spans Up To 6'•0" Spans Up To 8'-3" Spans Up To 12'-0" Spans Up To 6'-0" Spans Up 7p 8'-3" Spans U°To 12'-0"
O ANCHOR (psn CONN TYPEI CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE j.
s
Cl C2 C3 C
9 CS C1 C2 C] I C4 CS Cl C2 I C3 C4 CS Cl C2 I C3 I C4 CS Cl I C2 I C3 I C4 CS Cl C2 C3 C4 CS
43 1 1 "
n�
5/16"ITW ED(28 XL WITH 6 0 6 0 16.0"16.0"116.0"116.0"116.0"112.0',16.0"16.0"16.0"11.0'• 7.0" 12.0"16.0"16,0"16.0"16.0-116.0"116.0"16.0'•16.0_'12.5"16.0"16.0"16.0"11,5" 7.5" 12.0"16.0" =•
1-3/4"EMBED(2899ps1 FEIN 53 16.0"16.0"14.0"16.0"16.0"16.0" 14.5" 9.0" 14.0"16.0"16.0" 9.0" 6.0" 10.0"12.5"16.0"16.0"14.5"I6.0"16.0"16.0"15.0" 9.0"14.5'16.0" 16.0" 9.5" 6.0" 13.0" ,• '
-- _ -.. _
CONC ?. �(Vo
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'•36.0"16.0"16,0"11,5" 7.5" 12.0"I6.0"16.0" 9.5" 6.0" 10.5"13_0" L, "
70 16.0"15.5" 9.5" 15.0':16.0"16.0" 9.5" 6.0" 10.5"17.5"I6.0" 9.0"!6.0" 10.0"12.5" IG.O"16.0"10.0"t5.0"16.0"I6.0"10.0" 6.5" 10.5"14.0"16.0" 9_5' 6.0" 10.5"13.0" �i�j, 3
100 16.0" 9,0" 6.0" 10.0"12.5"16.0" 9.0" 6.0" 10.0"12.5"I6.o" 9.0" 6.0" 10.0"12.5" 16.0" 9.5" 6.0" 10.5"13.0'•16.0" 9.5" 6.0" L0.5"13.0" 16.0" 9.5" 6.0" 10.5" 13.0" ````,, F^J�-,.�1 ,8`
5/16"ELCO ULTMCON WITH 43 SG.O"16.0"16.0"16.0" 16.0"16.0"16.0"13.5"16.0"16.0"16.0"]2.0" B.0" 13.5"16.0" I6.0"16.0"16.0"16.0"16_0"16.0"16.0"15.0" IG.O"16.0"16.0"13.0•' 9.0" 15_0" 16.0" 'W ••'�1�\a e
µ' -_ - -_.
Lu 1-3/4'EMBED 3500 sl MIN 53 16.0"16.0"16.0"16.0" I6.0"16.0" 15.5"10.0"16.0"16.0"16.0" 9.5" 6,5" 11.5"1J.5"16.0"16.0•'16.0"16.0"16.0"16.0"16.0•'11.0" 16.0"16,0" 16.0" 10.5" 7.5" 12.5"15.0" _ j V LL W mow,
( P ..__ .___.____ " .__. _. -
v� CONC) 62 16.0"16.0"12.5"16.0"16.0"16.0"12.0" 8.0" 14.0"16.0"16.0" 9.5" 6.5" 11.5"13.5"1G.0"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" Q l7 d
70 I6.0"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"17,5"16.0"16.0"11,5"16.0"16.0"16.0"11.0" 7.5" 17.0"16.0" 10.5" 7,5" 12.5"LM-
T3
5.0" m W
100 16.0" 9.5" 6.5" 11.5"13.5"-I6'.0" 9.5" 6.5" 11.5"13.5"Ifi.O" 9.5" 6.5" II.S"13.5"16.0"10.5" 7.5" 12.5"15.0"16.0"10.5" 7.5" 12.5"15.0"iG.O"10.5" 7.5" 12.5"15.0" Z p o 3
I/4"304 SS POWERS TAPPER ! 1-1/2'MIN EDGE DISTANCE 3"MIN EDGE DISTANCE _ - W 3 w 3 w
N/ICON EMBED 3000 sl m
( P C1 C2 C3 C4 CS CI C2 C3 C4 C5 CI C2 C3 C4 CS C1 C2 C3 C4 CS CI C2 C3 C4 C5 CI � C2 C3 � C4 CS ��
MIN CONC) 43 16.0"14.5' 6.5" 8.5" 16,0'•12:5" 7.0" 4,0" 6.0" 12.5" 7.0" 3.5" 4.0" 5.5" 1G.0"16.0"17.5"f6.0"16.0"1fi.0"14.0" 8.0" 12.0"16.0"14.5" 7.5" 4.5" 0.0" 11.5"
___ _.._. __ _.___._._.._ ...____ .. owg;
53 ---
H 14.0" B. 4.5" 6.5" 14.0" 9.0" 4,5" 3.0" 4.5" 9,0" 6.0" 3.0" 3.0" 4,0" I6.0"16.0" 9.5" 13.5"16.0"16.0" 9.5" 6.0" 9.5" ]6.0"12.0" G.0" 4.0" 6.5" 8.5"
t•. 62 11.5" 6.5" 7.5" 5.5" 12.0" 7.0" 3.5" q.0" 6.0" 6.0" 3.0" 3.0" 4.0" 16.0"13.0" 7.5" 11.0"16.0"14.5" 7.5" S,G" 8.0" 12.0"12.0" 6.0" 4.0" G.5" 8.5" a
70 9.5" 5.0_ 7.0" 5.0__F
10.0" G.D" 3.0 7.5 4.5" 6.0" 3.0" 3.0" 4.0" 16.0"10.5"'6.5" 10.0"IG.O"12.5" 6.5" 4.0" 7.0" 9.0" 12.0" 6,0" 4.0"
_._ _ -
&§ 100 6.0" 3.0" 3.0" 4.0" 6.D" 3.0" 3.0" 4.0" 6.0" 3.0" ].0" 4.0" 12.0" 6.0" 4.0" G,5" 8,5" 12.0" 6.0" 4.0" G.5" B.5" 12.0" 6.0" 4.0" 6.5" 8.5"
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
IL
1"MIN EDGE DISTANCE 2-1/2"MIN EDGE DISTANCE pJ
Spa a 6'4p i 1/4"ITW TACCON WITH q3 8.5' 7.CONN TYPE
B.5 6, Spans Up To 8'•3" Syans UD TD 12'-0" _Spans N To 6'-0" _Spans N To 8'-3" Spans NP To 12'-0" _o
F • 1-1/4'EMBED LOAD CONN TYPE CONN TYPE r
d s ANCHOR Cl C2 C3 C4 CS CONN TYPE CONN TYPE CONN TYPE K
l C2 C3 C4 CS Cl C2 C3 C4 CS ClCI C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C7 � C4 CS ~a-u o
y 1 O M
0" 3.5" 6.0" 7.5" 11.5" 10.0" 5.0" 6.5" 11.5" I,., 4.5" 3.0" 4,5" R.5" -4.5" 3.0" 4.0" ��,ce p M
57 7.0" 4.0' 7.0" 4.5" 4.5" 9.5'• 6.0" 3.5" 5.0" 9.5" 6.0" 3.0" 3.5" 6.0" q,0" ❑�
62 5.5" 3.0" 6.0" 3.5"_ " 8.0" q.0" 4.5" 8.0" 5.0': 3.0" 4.0" 4.0" OZm
f 7G 4.5" 5.0" 3.0" 6.5'• 3.5" 355- 6.5" 4.0"
100 / 4-0" ��� ��/4,0" 7 4.0" 1'=❑
I/4"ELCO ULTRAfOIJ WITH 43 13.0"10.5" 6.5" 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" 5.0" 4.0'• � E w
1-1/4"EMBED
o 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" 4.0" 3.0" E 3
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n 62 8.5" 9.0" 8.5" 4.5" 9.0" 9.0" 5.0"� 4.0" -0.0 3.0" a
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100 4.0" 3.0" 4.0"I 3.0"
LL O 1/4"I•IILLENIUM I4ILLFASY 43 12.5"10.5" 4.0" 5.0" 12.5" 9.0" 5.0" 9.0" 5.0" 4.0" 13,5" 17.5"10.0'? 5.5 5.0 10.0" 5,5" 4.5" O b
3 m ANCHOR W/1-1/4"EMBED 53 10.0" 6.0" 4.0" 10_0" 6.5" '
6.0" q.0" 11_0" 6.5" 4.0" 5.5" 11.0" 7,0"'
o 62 8.0" 4.5" 8,5" 5.0_ 4.0" q.0" 9.0" 5.0" 5.0" 9.5" 5.5" 4.5"
70 7.5" 4.0" 4.0" 8.0" 4,510
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100 4.0" 4.0" 4.0" 4.5"% 4.5" 4.5"
O 1-1/4"MIN EDGE DISTANCE
u 3 1/4'ALL-POINTS SOLID-SET _ _ ._ ___ _______ _ _ 7. _MIN EDGEDISTANCE
O ANCHOR W/7/8'EMBED to Cl C2 C3 C4 CS CI C2 C3 64 CS Cl C2 Cl C4 CS Cl C2 C3 C4 CS Cl" C2 C3 U C5 Cl C2 C3 C4 CS t g
1/4-20 55 FIACHINE SCREW 43 15.0"13.0" 5.0" 6.0" 15.0"11:0" 6.0" 7.0" 1.0-111.0.-16.0-13.0" S.0" 1G.0"16.0" 8.5" 10.0"16.0"16.0"IIT 5.0" 7,0" 16.0" IS_0" 5.5"
8 ._ .. _"
i 53 12.5" 7.5" 3.5" 4.5" 12.5" 8.D" 4.0" 3.5" 8_0" 5.0"j 3.5" 16.0"17.0" 6.0" 8.0" 1G.0"14.0" 7.5" 4.0" 5.5" 13.5" 9.0" a.5" 4,0" 6.5" o D
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62 10,0" 5.5"j 9.0" 10.5" 6.5" 3.0 5.0" 5.0" 3.5" 16.0" 9.5" 5.0" G.5" 16.0"11.0" 5.5" 3.0" 4.5" 9.0" 9.0" 4.5" 4.0"
70 8.5" 4.5"/ 3.5" 4.0" 5.0" 4.5"% 4.0" 7.0"
5.0" 4.5" 4.0" G.5"
5/16"ITW TAPCON XL WITH .__ i 3"MIN EDGE DISTANCE q'14IN EDGE DISTANCE m rc q
m 1-3/4"E14BED Cl C2 C3 C4 C5 Cl C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS Cl C2 C3 C4 CS qpp
a 43 6.5" €J19
53 15.5" 9.5" 6.0" 9.5" 15.5"10.0" 5,0"% 6.5" ]0.0" 6.5" 4.5" •1.5" ,� �(H�y
62 13_0" 7.0" 4.5" 8.0" 17.0" B4O" 4.0" 5:20::
5" G.5" 6.5 4.5•'
70 4.0" 7.0" 11.0" 6.5"I 5,05.0" G.5" 4.5" 4.5'•
100 6.5 3.0 ,4.5 4.5 6.5 4.5" 4.5" 6.5" 4.5" 4.5" 5 {®yp
1-'9/16"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE R 9 T y p
5/16"ELCO ULTRACON WITH Cl C2 C3 C4 C5 cl C2 I C3 I C4 I CS Cl C2 C3 IC9 CS Cl Cl C3 Cl CS ClClC3 C4 CS ClC2 C3 ClCS (((111 2
1.3/4"EMBED COPYPIGMHWMLIUMADOP.E.
43 12.0"10.0" 1.2.0" B.5" B.5" 16.0'•16.0" Sz.. 11.0"16.0"15.0" 8.5" 7.5" 15.0" 8.5" 7.0"
53 9.5" 16.0"10.5"6.0" 8.s" 16.0"11 0" '6.0" lD_s" 7.0" 15-2339
d 62 8.0" B-0" 14.0" 7.5'-_j 7.0" 14.5" 8.5" 7.0" 7,0" SCALE:
I00 11 70 6.5" 7.0" 11.5" 6.0" 6.0" 12.0" 7.0" 7.0" PAGE DESCRIPTIONI
mw 7.0" 7.0" 7.0"
ANCHOR NOTES:SEE SHEET O
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ANCHORiSCHEDULE: HOLLOW CONCRETE BLOCK 0jlrri
_ 2"MIN EDGE DISTANCE •. .______ --... _--- ._ _\`\\ _ _ - - -
Soans spans Up To 8'-3" Spans Up To 12'-0" ,$�dC 1
a !; k r43
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s G ANCHOR Cl C2 C3 C4 CS Cl C2 C3 ' C4 CS CS C2 C3 C4 CS 3 o.465
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j 3/4"MIN EDGE DISTANCE Q L9
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1/4"LAG SCREW WITH 1-3/4" 43 160"16A"11,5"12.5"16.0"16.0"Y6.0" 7,S" 9.0" L6A"16.0"14.5"_16,4" 16.0" N r ?,,,
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4 MIN THREAD PENETRATION! 53 16.0"16.0" 8.5" 10.0"16.0"16.0"16.0" 6.0" 7.0" 16.0"16.0"21.5" 4.0" 5.0" 16.0"
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. N 100 16A"11.5" 4.0" 5.0" SG.O"16.0" 5,0"11.5" 4.0" 5,0" 16.0"16,0"11.5" d.0" 5.0" 160" a
„i 7116"WOOD PUSHING WIT"I 43 16.0"16.0" 8.8" 10.0"16.0.'15.5" 8;5" 4•5" 7,0" 15.5" 8.5" 4.5" 4.5" 7.0"
1.13"MIN EMBED R 1/4-20 k 53 16.0"10.5" 5,5" 8A" 160"1i.6,i 6,6" 3.5" 5.5" 11.0" 7.0" 3.5" 4.0" 5.0"
SS MACHINE EW i 62 14.0" 8.0" 4.5" 6.5" 14.5" 9.0" 4,5" 3.0" 4.5" 7.0" 7,0" 3.5" 4.0" 5.0" m
O ,Lmun 4 70 12.0" 6.0" 3.5" 5.5" 12.5" 7.5" 3,1" 4.0" 5.5" 7.0" 3.5'_ 4.0" 5.0"
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SCREW WITH jlc3/4"MIN 53 i&0"16.0" 9.0" LLS"16.0"16.0"15.0" 6.0" 8.D" 16.0"i6-0" 4.5" 4.0 5.5" 13.0"
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THREAD PENETR/iTION 62 16.0"16.0" 7.5" 9.5" 16,0" 16,0"11,5" 5.0" 7.0" 16-0"116.0" 9.5" 4.0" 5.5" 13,0" r o
Ai .�pStpOp 70 16.0"16,0" 6.5" 8.5 16.0"16.0"YQ.O" 4.5 6.0" 14.0"16.0" 9.5" -4_0" 5.5 13.0" .nom"
1 100 I6.0" 9.5 4.0" 5.5" 13.0"16,0" 9,S" 4.0 5.5" 13.0"16.0 9.5" 4.0" 5,5" 13.0' ��4 ro
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ANCHOR'SCHEDULE: WOOD (G=0.42) 4 zm
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LOAD CONN TYPE CONN TYPE CONN TYPE y
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" MIN THREAD 0IENE2RATTON{ 53 16.0"16.0" 6,5" 8.0" 16.0"16.0"12.5 4,S' 5,5" 16_0"15.0" 7.5": 3.0 4.0" 11.0" y
4 ' ! --62 ifi_0"160" 5.5" 6,5" 16,0"16.0" 9.5" 3.5"-5,0" 15.0 150 -7.5"i 3.D" 4.0" Y7.0"
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414 SMS OR 114 WOOD i _43 16.0"16.0 8.5 10.5 16.0 16.q"12.5" S.5" 7.0" 16.0" 3.5"
6 OO SCREW WITH A-314"MIN 53 16.6" 16,4" 6.5'" B,D" Y6.0"16.0" B.S" -Ti-- 5.5" 16.0"10.5: 5.5 2.5" 4,0" 7S"
3 THREAD PENETRATION i 62 16.0"11_5" 5.0" 7.0" 16,0"13.0" 6.5" 3.5" 5.0" 10,5" t0.5" S.5" 2.5" 4.0" 7.5"
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ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK "
i 4"MIN EDGE DISTANCE
i ! ,SDanS Vo To 6'-0" Spans Up To " Spans Up To 12'-0" Q k+ QQy
H G LOAD C014N TYPE CONN TYPE8'•3CONN TYPE ' g
m O ANCHOR fi (w) a
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A 2-114"MIN.EMBED 4 53 16.0"16.0' 16,0"16.0"16,0"16,0 16,01,11.0"16.0"16.0" 16,0"12.0" 7.5" 12.0"16,0"
62 16.4"I6.0"24,4"16.0"16.0"16.4 15A" 9,0" 14,0"16.0"i6A"120" 7.5" 12.0"1616^0" {� d
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, � 1 70 16.0"16.D"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" m g
IZ.O"16.0"16.0"Y2.0^ 7.5 12.0"26.0 16.0"12.0" 7,5" 12.0"16.0" ��aa
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S o 5/16"ELCO ULTRACON W/ i 43 16.0"16.0"10.5"14.0"116.0"116.0-10,5" 6.5" 9,5" 16.0"11.0" 5.5" 6.5" 9.0"
10 2-1/4'MIN.EMBED ! S3 16.0"13.5" 7.5" 11.0"16.0"14.Q" 7.5 7:5" 13.5" 9A" 6,5" COPIRIORIfwJIXLBEhW,A1OPE.
1 z i ��. .._�__..__ _.
62 16.0"10.0" 6.0" 9.0" i6.q"11.0" 5.5" 6.5" 9.0" 9.a• "ss'• 15-2339
15.0" 8.0" 5.0 8.0" I5.5" SCALEt -
' t 10q S.5" 6.5" 9.0 5.5 6.5 9.0 6.S" PAGE pl�(i'j_�_jl�,gSCRIPj ONI
s O O 112 SMS W/it 2"MIN EDGE DISTANCE -
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a ARMOR INSERT W/2"EMBED 53 16.0-'16.4 7A" 9.0" 16.0 16.0" 9.5" 4.5" 6.5" 16.0"ILS"
^ ! 62 I6.0'_13_0" 5.5" 7.5" 16.0"14,5" 7.5" 3.5" 5.5" 12.0"11.5" 6.0" 3.0" d.5" B.5" ANCHOR NOTES:SEE SHEET C~t(,JJI
{. 70 16.0"10.5 5.0" 6.S" 16.0"l2.S" 6.5_ 3.0 4.5 9.0 11.5^ 6.0" 3.4 4.5 8.S" 9 POR ANCHOR NOTES.
r _._
100 11.5" 6.0" 3.0"
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