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pgoductAppro4al RECEIVE®
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2 1 20I7
.FL# FL13757-R5
PERMITTING
Application Type Revision St,,Lucie County,.FL
Code Version.
Appilcation Status •'Approved '
comments . -
Archived
ProdllGt M4flutactur r a Town aQ. country Industries,
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•��tl'ff�eht,�e�p Com'.
Reprep + T►oofj�ta. ;
AddresaJPhone?EmailOix Best t�tNat�fXLi
�.3 Ft L i drdale,Fl- 3369
• .. ;,QUaltt'�/AssurattC�'R��?res�[Itative` rr'�'" vs' t - �`: 4` 'Y - - '
Atitress/f�hoile rt�alt �s—
5ubcaEegory Accordiofr
Compliance Method. Evaluation Report,froni a Ffon�a tYegistered Archikect or a Licensed
.
. - .' Florida Profiessional Engineer
Evaluation Report Hardco ,Received
py
floiida_Engineer:;or Architect Name who developed ;.Frank L.:.Bennardo P.E.-.. . . _ . . .
ttie Evaluation Report
Florida License ' - PE-0046549'
Quality Assurance.Entity NationalAcerediiation'&Management Institute.
Quality Assurance Contract Expiation Date 12/31/2018
Validated By,.,,. . ORLANDO L BLANCO,P.E.
Validation Checklist.-Hardcopy Received
'Certificate of Independence FU3757-RS COI Indep'2:ndf
FL13757 RS :COI Index 3.bdf
FL13y57;R5..CO.I.Indeo.odf..
Referenced Standard and Year(of Standard).,.. gtandard . Year
ASTM'E1886 2006
ASTM E1996 2005
ASTM E330 2002
TAS 201' 1994
TAS 202 1994
TAS 203 1994
.Florida Building Code Online Page 2 of'2
Equivalence of:Prciduck Standards
Certified By Florida Licensed Professional C nglneer.or Architect`
F A3757'RS`•Edf93y Eauiv'3 adf
FL13757 itsau1v Edi i3 odf
FL13757 A5•Eau v Egaly Ddf:`
Sections from the Code
Product Approval Method Method i Option D
Date Submitted 104/21/2015
Date Validated 04/29/2015
Date Pending FBCApproval ,::,05J06J30i5
Date Approved, 06/22/2015 _
S
Mary of Product§
Model,Number or Name Descrlption`',
Accordidii ShUgpr Large Nllsslie Impact itearatant Ac+ortllon Rutter System
• �its4bf V.rop 3Y 4 d5 1 .
i w nsiarlia�ionnstruclttdns x'
rq�led fot'use in tivtli�
Aprta kt�e outsi , . eg t Verif(ed, Y wank 4 fE3etnardof P E PliO#}46549
i<pipacli 1*dslkeht"Yes CreCe�by FndellendenCThird paitgr yes
l?oSi9n PrusSt{ref14 �vaipaton Reprrts
O>her•See inswllatlon drawings Fal allppyr,611 ,r FL13 ➢ i A>E r 1r t,
spanJpressure S',
anti addltior�a iirpl�atioits of - Created by independent Third Party Yes
use :
3
13757:2 6 8 Strmllne Sfiiitfter` Large Missile ImpnXt�siStantAcisrll{tSrhutter:System
' ltinits of Use :,L-��. Ir'ftstaltakioa�if051t+'u�oi►s _ z ;
Approved for use inl HYHZs Yes i 2 ddf
Aprowed,f9r us°e oettsic�e H yH .yes veritted Frank i Bary'na[do,P,E PE0046S49
i >�+cIC iie'slnt xes Created b�indepehdeni:�T'hlyd
A Rorty
4Ig'n Pressiulrgo NI : Etr�i�iatianT�tep�rts
tititar See 103tatiation cirawiflgs for aliatNabie Sd}tN F l
spenJPressure combtnatlons and additiona�:`Umltattons of CreatedependeIyThrd
�5e ,
13757:3Pssential Faciliiji%Accordion Alumlrium accordion shutter apprdved.0 t'0missile level"E
foe,use with essential facilities and,wind zone 4 appiications'
• Limits of Use Instanat�on Instructions •
QppUove+t>for use�n HVHZxNo, FL137�7 KS Ii �t 3.>ndf
Apprpved for ilea outside fl1(HZ Yes Vehfted By, Frank L deri'nardo PPt-0046549
impact EteStsEan#.Yes. Created by.lrldependent Third_Party:Yes
Deslpn Pres5urel+11 ON128 Evaitiation Reports
Other See prttduCt drawing fol iiddtttonal'ihform8tion, fL13757 R i+raj 3Sdf
anchorage;etc. Created by independent Third Rorty Yes.
. sack
. - - Conti&Us::2fioi 81alt'c an Road Tailaha�P4"F132349aa_.Phone:8SO-487 1824. :
The Staie of Florida Is an AA/EEO efiiploye.r.Co_v;doht�2i)07-2013 Stateof Flortda ::'Privacy statement::ACCusibIlity Statement::g,le'und Statement _
Under.Florida law,email.addresses.,are public records.If you dd,notwant your e-ma8 address released in response to a public-records,request do not send
elechnnFc mail to.this entity.instead,contact the office by phonwor by.tradltional mall.,tf you haveany questions;,pleasecontact 850:48761395,*Pursuant to
Section 455.275(1);Florida Statutes,,effealve October 1 20i2,.licensees licensed under Chapter 455,.F.S.must provide"the Department'with an email address if
they have one."The emills�provided'iiiay tie'used-for cftida(communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please proyldO.the Department with an email address whichcan be made available to the-public.Ta determine if you a2 a licensee under
Ctiaptei 455;F;5:,please click. eri...
Product,Appro'tiaFA]ccepts:
credit Card
:Safe
f
i
I •
6.8`:,ACCC3 y tC}l�i$ ar T `ER
FOR USE;WITHIN AIVb OUTSZ T„ E HVHZ
TABLE 1 : TABLE 2
} "ALLOWABLE SPAN SCHEDULE: MWINIUM 136AR TIO m6 GLASS• // WA pA C E U E t OF,
FOR USE (T IN HE VHZ'` FO USE WITHIN' E HVH !: TABLE 3 PAN A•ALL BLE S FAC LITI D 0 LY
HVHz. ., HYHz .. ALL. H��ED-LE ,, O
i POSITIVE POSTtiVEW1ND _ '.Ai1NIMUM SEPARA710N- _ ..MINIMUM SEPARATION -
NO • FROM GLASS
'
DESIGN, WIND LOAD LOAD WITN NEGATIVE POSITIVE FROM GLASS SKIVE .
- WITH.- CENTERMATES :NAND LOAD DESIGN SHUTTER'INSTALLATIONS INSTALLATIONS,' LGN' SHUTTER OpWiU e
WINO UNBAATE 29 PRESSURE SPAN `P06I7NEANU, INSTALLATIONS; INSYALlAT10N9
LOAD - 30 ABOVE Dt:SIGN NEGATiVEWiND 'P 11RE -SPAN ""ABOVE >WABOVE _ X
® MOUNTING (PSE) sGRApI �'GRAOE WIND PSE)' U Y�
OR 31 b a2 CONORiONS.. - LOAII ." 04DALL GRADE: GRADE d .�, d.
Gap b p nx) oHa SBF} M p1n rNo_' (IN SIN.) _ Z .
:29.3 158". x..5.7 -I:: 8.6` ` �N p E,
1 " 26.0 164° 158° -,: 758' 8o•. "t3,0' tf' .. 5Q0 CON.158'D S 30 94" 3/ !,A' '�} .+.f.5 7+5.
30.0 147" 168" ISO" 36 89' -3.0 15 550 156' '.120' ai" 18'. �.�,,.ii�{{. J.
.' 36.0 tar 150" 158` ,•�4� -. eQd 14T 80' 31 11" - �'W�•"
. 40.0 137' 141 150' 60" -a0" 1 t - 700 'Y3T .98' at" 1.6" "+
•-05A 133' 14P- � 158' <
50.0 129' 137,' 168- B9" ':..3.0 16 76.0 Y33 108"" BH". 1.B^
m 65.0 128* i3d 465' 748' ,'a0" !8 > eap f28 4 120 31" 2.2"
-.p 40 120" -.a0 22 :. 6 126" 132' 8.B°'- .R7, ,
80.0 124" 137 = 148' ^"
} Sao 121" - i28' 143' ..137 = .6:7 - -r.,-28' 90A 121- ' 168" 6.8".. - 4.3":
70.0 tie' 128' 137' 146" 6.7 a5' 96.0 1fe 80 aY - t.t"
76.4 1ST' 724' f33' �' 'a0' 17 100Q 116 89' a1' it
K 99" ..:3:0" i T lOSO" 117 so Sob' a1 2A" w X
80.0 115 122' 728" p, yf0 i20 3.1 2.6" yt
I 85.0 ti3' 120` 125' b0 .108 ':3:0 20 11 O
C$ .
I 90.0 112' 118' 121' 128' 3.0a �26' s 5150 107" .. 137 'S.8" 11" 7n
96.0 110' 117 118" 137" -6:7" a5 I 12p0 106 158' 5.8".- 6.2:
i 100.0 100' Y16" lib' ' 3.0' S 2' 126.0 103 - 84 at- f.t: O� M.
3� 105.0- 107" 112 112" 88" a0` 19 1300 104 00 ,,ai" 1.8'
I g 110.8 .708' .itA ti0' 80 108" ;a0' '2.2' _ t3bA QB' 80 108' ~:: at" .
1OS 107' 107" 131" IST "=3 6' :: 140 6 M" '.128" 3.1.' _
i0S 105' 80' -.aw .1.2' <: 196b 02" ...148" :. 5.8" S.T �`'r'�"� $
12b.0 - Y03 pq 'a0" .t b - 150.0 �' w.
I ,.,8 :.SOL• 70 89" 'aM 2p° 1660 88° 84 3.!" f.5' 3E 3
'gR 136.0 - B9" 126" 3.7" ..ab SeQO 83' IT 98 '-a1 1.9' a c
;G t40A - 85` 80' '3.0" - 1.T 186.Q 8f 12W 11" 3.0, y e
I .145.0 97'. 00 54' AV, - 17 � � 170A T8" ".,f3T :- .. SAP 4.b"
{ _1b00 ; 80" Be, a0" 123 1760 78" 80' 31 '12' gs
.1660 -_ g6• .Y18". 3:5' :-36` 1800 74
.6s - = ..: _.: 71850 72" W ee G' a1" 2.7
_G
83" _ 80'� 3.0•. 7.3 ,
!to.,
_ 1 180.0 :1 74• �:
...:*. 770.0- .,:' •78' . :. 89'. 3.0`. 25 -. 121 S.B" _..3:T {rL�
198 0 ,..:` 88'
'•; 175.0 .::,q... 78" 114' 3.3' .`'a3". t 60; .'&1' 1.2'
00' 13.0' 13 * 200b 88 M S10 84". at" 1.8"
' OR UILD
785.o - 72- 120 89" ao! �FSPANS AND'BESSURES,'SEE"', eB". .af" 2b' 5
..100.0 - 70' '105' 9;Y 31 110" ' .33" 3.3' c
-. :.60' 'a1" - 1.2" ,g
TABall
'..,:200.0 - ..- ::- .:88' *`'FOR BUILDOUT MOUNT MAXIMUM SPANS AND PA SURES SEE - Sr, 3:P: U8' "
C qH SHEET 6/13
4 TABLE C ON SHEET 6/13 - t20 .Or at" 28' .
YY z .
.. ..
o TABLE i AND 2 NOTES: TABLESAND4 NOTES;
6fgig
{ 1. HVHZ:DEFINED MIAMI-OADE COUNTY BROWARD - yq+
- COUNTY FLORIDA, - Hg
1 NON HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN
s 2. DESIGN PRESSURES SHOWNAN='ACCORDION SHUTTER SPAN -; MIAMI DADS CO{INTYSAND BROWARD-RpINT FLORIDA.PAN x
IM
.� SCHEDULE'ABOVE ARE MAXIMUM ALLOWABLE DESIGN ',-; ,• „ Z. ;SCHEpULE:ABOVE AREMAXIMUM ALLOWABLE DESIGN
S
PRESSURES AT EACH RESPC-CfIVE SHUTTER SPAN. @8
y 3. THE"6.S SYSTEM MAY BE,MOUNTED WITH THE INSIDE AND (/y) € oESSURES'At EACH RESPECTIVE SHLI TER-SPAN.
OUTSIDE OF THESHUTTER 13ELNG REVERSED.FOR EXAMPLE.
0 SS RE U
1T IS PERMISSIBLE TO MOUNT TO A WOOD.OR CONCRETE L3 -` r r NS i3 WIP}I)ZOfiESE R ROUGH DE OF UOu80ov,E
3 N SEPARATI
INS coarwclrtiAv4LL0
BEAM WITH THE BACK Op THE SLATTACING OUTWARD.FOR THE f1VHZAND OUTSIDE OF F.SS 1:FACILITIES. ':15-2338
i •THIS CONDITION POSITIVE ALLOWABLE DESIGN PRESSURES ' - E INSIDE AND _
AS NOTED IN TABLE 1"ARE IN THE DIRECTION TOWARDS OUTSIDE O THE$HYUTTER'BEING REVERSED.FOR EXAMPLE:IT PAGE o9scatv7iQN"
HOST STRUCTURE AND NEGATIVE ALLOWABLE•DESIGN. -IS PERMISSIBLETO MOUNT'TO A WOOD LIR CONCRETE,BEAM
PRESSURES ARE AWAY FRON THE HOST STRUCTURE.- ) WiTfi.THE HGK'gF THE S1A7 PACING OUTWARD - .
A, LINEAR INTERPOLATION,BETWEEN-SHUTTER SPANS IS NOT �,,j( � ]j�► j�(�"'a 5 LINEAR iNTERPOUITION•BEiINEEN SHUTTE0.SPANS 1S NOT
3 'PERMITTED.FOR.SPANSBETWEEN THOSE INDICATED ABOVE, HURRiCA. NE PR7.C�T �TiaN - PERF1TI IW.FORSPANS'BETWEENTHOSEINDICATEp:ABOYE,
THE DESIGN PRESSURES FOR THE NEXT HIGHER SPAN SHALL TME DESIGN PRESSUREBFORTHE NEXT HIGHER SPAN SMALL BE
R BE USED.
t
trr,
- C'ffiv
9 A FNM
GENERAL NOTES: rrhyv v �
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITHTHE FLORJDA 8UILDING z
CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE',AND THE: VARIES NO LIMIT 2 a,�.. e
INTERNATIONAL BUILDING CODE @C}AND INTERNATIONAL RESIDENTIAL CODE(IRC) THIS SYSTEM, ;lu $
1 -MEETS MISSILE LEVEL'"D.";.AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN,ASTM E1996 09
= SEE PRODUCT EVALUATION'REPORT FOR MORE INFORMATION.: rt.o 3
SECTION
2. DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THEIGOVERNING CODE PRELSSURE 3
R UIREMENTS AS DETERMINED IN'ACCORDANCE.WITH ASCE 7 AND CHAPTER 1609 OF.THE FLORIDA" TRACK o°d
... . . EEpQ TBP J
BUILDING CODE-SHALL BE LESSTHAN OR EQQUALTO THE POSITIVE OR NEGATIVE DESIGNPRESSURE. p
CAPACITY VALUES LISTED HEREIN FOR ANYASSEMBLY AS SHOWN'
..
3. TESTING WAS CONDUCTEDZN ACCORDANCE WITH TAS 201/202//203AND ASTM E1886/E1996/E330 -
4. . DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED:PRESSURES DIVIDED BY A 1 5
' SAFETY FACTOR
5. THIS SYSTEWHASr BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR4L WIND I'?
ZONES,IN ACCORDANCE WITH ASTM E1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL Ce
CRITERIA IS INDEPENDENTLY:ADOPTED BY THE AUTHORITY HAVING JURISDICTION : PLAN
6: NO INCREASE-IN ALLOWABLE'STRESSAAS BEEN USED IN THE DESIGN OF THESE PRODUCTS WIND;'� d w VIEW
:. LOAD.OURATION FACTOR Cd=1 6 WAS USEDTOR WOOD ANCHOR DESIGN.
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN.LOADS TO USE,WHEN REFERENCING THESE ~ * w $
DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE.AND GOVERNING:.WIND VELOCITY FOR
WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR-AF.Kd 0$5.'. H C3.
SHALL BE USED.
j 8. THE SYSTEM DETAILED-HEREItV IS.GENERIC AND�DOES NOT PROVIDE INFORMATION FOR'1S`:SPECIFIC'.
SITE.I Z CJ z a loo,
I 9. THESE INSTALLATIOWINSTAUCTIONS.ARE PART.OF A:PRODUC'T APPROVAL EVALUAT16NANQ SHALL; H
ONLY.BE USED IN CONJUNC110N WITH THE EVALUATION REPORT,SUBMITTED FOR.THE SAME �Z
_ PRODUCT APPROVAL:USE OF:THESE APPROVAL DOCUMENTS SHALL,,COMPLY W1TH CHAPTER
61G15-23 OF THE FLORIDA ADMINISTRATIVE.CODE.
10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE - 47 -
�
CONTRACTORDOESNOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR
VERIFIES THAT THE EXISTING STRUCTURE DOES
DEVIATE IN EITHER FORM OR MATERIAL FROM ^� v
THE STRUCTURAL SUBSTRATES DETAILED HEREIN.
>a 11. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS'THE BUILDING
OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS,BE PREPARED,SIU�NED DATED ANO
SEALED BY A LICE SEG=ENGINEER OR REGZSTERED ARCNITEC7,WHZCN DETAIL AND.JUSTSFY THE BOTTIIM>TRACK
DEVIATION;.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HCP�APPROVALi •- - �:�,j
12. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY'LABELED WITH THE FOLLOWING MINIMUM
d INFORMATION:.
TOWN&COUNTRY INDUSTRIESQCKING,MECHANIS SE
FORT LAUDERDALE FL
MISSILE LEVEL D-ASTM E188E,E1996&.E330. TYPICAL P�AN VIEWS'
TAS 201,202&203
FLORIDA BUILDING CODE APPROVED $
13. 'AIL EXTRUSIONS SHOWN:5HAlt BE 6063-T6 ALUMINUM ALLOY,U.O:N:;wrrH A r�Ir�IMUM_FY aFs 'TYPICAL A:CC0RD10N
14. 'ALK.L BOLTSANISWASHERS; CLUDINGINSTAUATION)SHALLBE•STAINLESS.STEELWITH'A SHUTTER ELEVATION T ~�
MINIMUM TENSILE STRENVH OF 60 K.S I,U.O.N.POP RIVETS SHALL BE 1/4"WOR'OR 3116"05052 �¢¢¢
ALUM.ALLOY.'- N T,S.
- 15. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF`THUMBSCREW,PUSH:L.00K CSR= "$
BOX LOCK AT CENTEROR'.SIDE CLOSURE.•. . - a
16. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED ASTIELD:CONDITIONS REQUIRE }
17. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING tOCA7IDNS;USE REMOVABLE ANCHORS ELi
18. MOUNTING EXTRUSIONS MAYBE BENT TO FORMA CURVE'WITH A MIN.RADIUS OF 10
19. ALL DIMENSIONS SHOWN-INCLUDE POWDER COATING FINISH ¢g
20. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE ',=Qa
21. ALL STEEL IN:CONTACT'.1NTTH ALUMINUM SHALL;BE,PAINTED OR PLATED AS PRESCRIBED IN THE rovvwcam rcLauauwov2
-ABOVE-NOTED BUILDING-CODE-
22. THE 6.8 SYSTEM MAY BE MOUNTED WITH THE INSIDE AND:OUTSIDE OF THE SHUTTER BEING 15-2338
REVERSED FORE XAMPLE.'=IT IS•PERMISSIBLE TO MOUNTTO.A WOOD OR CONCRETE BEAM,WITH-HAk:
BACK OF THE SLAT FACING OUTWARD.FOR THIS CONDITION POSITIVE ALLOWABLE DESIGN- aqua oascn�arsoN:
PRESSURES AS NOTED IN:TABLE 1-ARE IN THE DIRECTION TOWARDS THE HOST STRUCTURE'AND
NEGATIVE ALLOWABLE'DESIGN PRESSURES ARE AWAY FROM`THE HOST STRUCTURE'
23.' SHUTTER MAY INSTALLED WITH UP TO(2)ADDITIONAL BLADES'OFSLACK a `
13
1.99.4"
2.814" PROJECTION'VARIES 3 i
-115 4,874'HAX. 068' 2.782 9 •' B -
1825
143 1.708^. .100' 8 N
100" 1q.
1 07
'o .7 8" d 743068 795 : t43 b A99 ^ 795" 70.195•
.. N ..100 1.7 8" 700 N :100", - P
1 .1
14
cu
62.
r Pi 62 Ol O
N
w
62 062' ` .095. _ 200' L069 qct, 1
_ N 690 20d .. 150 "i6 2 630' G_ jU "+
..062' 62" 200 062' 30" 62 .200 m. q 608 63• 1250 .471" 2728' �p --c Z. 6
588 .
1,69 971• •.971' ', 09 '
1.2so., 1200" 095 §71 b30 N° 3
1.z 0" 1. 0^ _. .. 9610 _ - W w-3: b
277
...� 5.745"MAK . ::. - NES a
s.74s r1 X. 2 LEG WAIL VY-HEADER/SILL O°LITE HEADER/SILLuj
O WALL O BUILD OUT WALL O HEAVY:2 LEG WALL 4 LITE O'seal SCALE HALF SIZE e
O.SCALEt HALF SIZE-` E HALF SIZE.
SCAL&HALF SIZ SCALE:HALF SIZE SCALE HALE-SRE' a
WHERE. SHOWN .SCREW BOSSES- & FELT GROVES -ARE..:0 "N:AL ON'. ALL.'EXTRUStONS
e
„.
-
2.655" 510 75 W 9
2.795"
2.365' :y
�•:. �
500 c - 460' .085,
510
.600' 510"
"' 0 ,.400.. n 0• m `1 (,1 b 105' I o , N n
N I 621, I�00 N !7YP 1YO60 N `., @..�
a ,3
i 3
A3Y. 105 ^' E..
F
g o TY �. - .105" 1:069' - 6`1t�•`� 3
1g.
TYP. 6 - .781= n4.S10• .. o.
.230
621' 1.985 4510 ! 2.195". 1� o P
r
2.300" 4.510"
$ 250'` 2195
$ ADAPTER IO EXTENDED SILL ADAITOR 11 ,MID SILL 12 MID .SILL:ADAPTOR o
-> SILL• '-_` _ 5 ALE-HALF SIZE O SCALE HALF SIZE
SCALE,.HALF 'EXTENDED SILL SCALE HALF.SIZE
C.
SCALE:. F SIZE O SCALE, SI - -
1994143
4,605- 30.225 .314" L706?
. -
4.140" .043'• `:r 325' 3.%3! a S gB
d.
�$ 06 150R ao: 1.570". 510" o n N
.2581' .297" .o n Y a0
'9 .030R .054. .0 2". .341 4 N 9' �3 f�
i 069"
w 7.625" 3.4
1' V :X ,.
- II
1:721' ,13.3' -u o 80 kA60' g�7
a08a 17'N
„� 13 TYP. 6.8 SLAT/BLADE 17 6.8 STARTER' s3o A96 u.ue
o.l
O SCALERO SIZE SCALE:HALF' E .130' '�A 2 �,;' ': 2822
0115 ��
�o16 RADIUS CEILING HEADER/SILL LL
poBO,'; ,I •18b SCALE,HALF SIZE
a o^' - m..� ¢tALE ALF-SIZE. • .080' CDPVAH(FRNXLBEdWAOPE
0.080r 15-2338
4.102" 630' 080'
.. SCALE:
. .054•. .. j AGE GE%p7P %
420'
�4 CEILING HEADER/SILLWALL'SILL'CLIR
15 6.8 STACK/CCNECTOR_SLAT/BLADE O'sCALErHALFSIZE ®8
'SCAL&HALF SIZE,
SCALE HALF SIZE
_ .: - -
_ Batt x �gtfS
375W t err
-2018 .N10-24 THUMB 1950 - �� r gjp�rir
SCREW STAINLEE
A32DpTHOLE w� "m '"� Yy3• f�1 2.
DIc? to 050 NYS:O "u`* o` m. ,�
062' 1 WHE 9 M
TA
14,
9-:
5' MAX 1 ' TYP AT:EVERY 0 '4 %60
FDR;usE w1Tr{" INSIDE�oIN aa.
20 RECESS SILL ',A
jg ANGLE SCALE HALF SIZE AND®ONLY CTUXOERSOUDBRASS.MCKELPLATE6 Q >� w',
j `SCAL Atm SL[{�E RUD 22 ROLLER•ASSEMBLY 'HWSOIa ZINC DICAST,P041DER COATED aQ� {g.
LF
j ^•�,. �T SCALEr-i;IALFSIZE' NOTErHAYBEKEY OPERATED OUTSHEORTHUNB �mOf S
SCALE(HALF SIZE TURN.OPERATEOOiSiOE n
2S0' 23 BRASS PUSH.LOCK 9
{ NYLON WASHER _ 'SCALE.HALF-SIZE' o�A.� y
J -OR ALUMINUM
(NYLON BUSHING .357' -'pR�S$. ' .4.000'
OPTIONAL). .276`. .500' a
�• 14 x 2-3/L"410 HT 5.5. -
0
'� f �tN5ERTS SCREW W/ 062' ' J-0
INTO; TC ULT.RACOTE COATING:TRACK ITYP TOP&BOTTOM] i225°'YLON BUSHING W/WASHER! ... ,
{ 7/16 m x 1/2 @ INTERIOR JOINT TOP _
I '$ 7/16"N x.E' INTERIOR JOINT BOTTOM _ _ .224' �rr1
E$d EITHER CAN BUSED ON EXTERIOR 2B BOX CENTER.INSERT 2750: 2000• !ir N g g .
SCALES HALF SIZE' "O n
24 BUSHING ETAIL n o
2 ALF SIZE 27 RAINGUARD 28 DECORA-n' FLOOR TRACK
1;978` SCALE+HALF SIZE SCALE.HALF SIZE
.623' 236' 286 7.702 2.642" w
710` 267 3 .
65 2.405"
A� 1.084' •443' .443 ' o - .090' it c " ap r 2284 2.216" os.
n.. +�. 284 n -- t 200 •
1.00"..
? -:'.2; - m=[ •-, a :a 190" 250" ' .� a
fi AbEt' •.,234'. a -1 0 �«� � �• �.�+ ev !^• ,250
3.443' 456-
1,758' N. r ,yIwo'
160 1 OI'
# 29 2003 6.8 CENTER MATE 30 UNIMATE LOCK 3y M9LE 8OX CENTER 42 FEMALE BOX CENTER` QOUTS�DE CENTER MATE 34 INSIDE CENTER MATE y
SCALE:HALF SIZE SCALE,HALF SIZE SCAM.HALF SIZE _ SCAGE HAtF SIZE SCALE,.HALF SIZE - SCALE!HALF SIZE
g. 062"
5 EL NUT INLE '481 NOTE:ATTACHMENT SCREWS FOR ¢ '
5.500' x'13/16- WIDE —'.400' � � - � 1""5 END STRIPS SHALL BE MID 70RX
.HEAD STYLE VARIES DA PHRUPS ORwE SCREWS,- g
. t "�A .p. .�. 30• W HAND,TIGHTEHEO ONLY.
T#iUMB SCREW O a �
FULL SRE�::,250',r-,r '30V .. 7
1 4 2OxT'0p S/f58-18x7
-M�CHIt SCREW STAINLESS LtJ 1"
«t H16 INTERNAL STEEI 7YYPIOURANKLMNAMPE
ies' RE D" °` " 15-2338
TVP, 37 T SCREW INSERT 4, '� _
- 4,500' .689' POWDER CpATED,ZINCbiE-CAST SCALE(FULL SIZE cro SCALE,
o
SEC114 A m 40 40b 40c MMMON'
a 1,5
��E a22 36 T,LOCK ADAPT
D TEMS• {OPTIONAL}' '
7,Od0 L M, n aE
3g BOX LOCK.. SCALE; SIZE "STRIP 1LA
SCALE IAL,SIZE; 3g.2X7 ANGLE 2" & 3" EXT d
" I 5CA1E2 HALF SIZE
�y.125' SCALE: HALF SIZE !
6
FASTENER 98 O,C.:;,,
DIS E t.
IP' EXISTING GLASS .. EDGE _
(USE ANY%aNCHOR$HOWN -
IST GLASS
•
5 DIST: ,
' IN ANCHOR;SCHEDUL-E). ''-''
.^ ,: ..
lau (INTERIOR). � NO:
ALT.DIR CTION. ENBEOF:ANGL LEG FA78@. (INTERIOR)
I
1
D 062 TRIC 6063 T6
Uhl ANGLE 1 %1 MIN
,
MAk tANGIE LEG 3 _ ���
EDG. Al�'9EREVERSEDI
DIST: _ a�LL� 6
1 8 9 AS]ENCR(ID18 O.C.IUSE'ANY 13 15 13 29 96; L wo
pHFHOFI SHOWN iN ANCHOR 2 W N D
3
$OGE DISTANEEi. r
13 T 7L 1/4-20 THUMBSCREW.: EXTERIOR)- w m
29 12 yr1f2^GA4YANIZfD. BOTTOM INTO CENTERNATE5;1/3. ( N� ,
L 6.80".(TYP.) 't - R STSs SMS 3116 N ALUM - _ VI HOLE .W _
O O 2/3 SHUTTER SPAM ECEI NN
I EXTERIOR 1/4-20x1'�'THUMBSCREW INTO,` pOP^RlVE7 OR1/4 20 •:. T. SHALL 8� 378".. 'o
•. - ( ) THREADED HOLE;LOCATED({0 MACHINE BOLT I4 NUT _ - MAX HIEIGHY.
1/3 SPAN`TO 2/3 SPAN FROM"; (p378 OC
TYPICAL PLAN VIEW BOTTOWOF SHUTTER FOR BLgDEg MULTIPLE SHUTTER-'ASSEMBLY
>. -SCALE§3 e.1'-0" THUMBSCREiNS - , SCALE§3",
I ON BLADES>0 3 ;ANE(D1 1/.3 SPAN LO[KING DETAILS FOR
•3 - AND ONE.AT2/3 SPAN FROM_BPTTOI"I C TER MATES -
�� - -, OF BLADE`'TYPICAL PO LOCI IN G N RANour�
USE.(1)BRASS PUSH LOCK • SHU7,TERS,A BRASS PUSH Ig,CK, 3 DETAILS '- i+ a'
OR 111.5/16-18 THUMB` - 'MAY BESUBSTITUTED WHIN=U E ViITI SEE END STRIP SCREOULE iLL oll
SCREW Iµ�D.THREMB - SH.
INSERT,13 77 AT-17 SPAN CENTERMATE#29-AS 5HOWNREL'ElV1NG F00.NAX..SPAN WHEN 5
TO 2/3- AN FROM_ - HOLEFOR�THUMB.SEREW MAY:BE /16".. d
IT F SHUTTER. la USING'EOa;60ti DR 60[ w '>d
9LBMA)C WIDTHS UP T BE 90 13 .. : :, 'g'g S M
W1 ee
'. 1".HEIGHT. 30 ,.` I - �ENDSTRIP-StHEDULH_,< MO! - .
40 USE APPROPRIATE Ugg
- ND S .. Q -
8 08" SRO TER DE CLO1 R E
:...
.13 -, ... :.. �. ...� �., ... ,:85 �.:'^ \ FAS ENNSTARTER R MIS< 3'
B/O(3,T'1.: "STRIP:TO TRACK W/ -.:�93•
... '. R S
t INSIDE 49 a R SCACE 3 "1'=0 IHANDRTIGHT EW
'.3&0�(4�; ALTERNATE:END`:STRIP DETAIL' EN'ONLYI:
1 ANY-TRACK
c 1 tb�§3 .W/SCREW BOSSES "
�§ 710.093' - .83
G j 13 - 4 t' ANGLE
7� SILL
..- " tp
EXISTING GLASS _05
8 bCC
OLE. -
-v v „13 ``i r ' g sST U M LOCK
_ _ =,(INSIDE) � -
' BRA 78 HU B A- _
USE(1).BRASS PUSH .: '. - 55 I O.THREADE S
AN
{ -.LOCK OR"j1�5/16-18
: .19 45 .sSS .. B"ZTOIF SHUT ER N IL�
= :T READEDI4SERT 3
. 7cp 12S al
A�•{�1/3 SPAN 770 ZZ/ - - " ` ANG1E c pp
q{ ^' •. -SPAM ER.RE O VING OF •
1 SC §SHUTTER.RECEIVING
A 19
g Ao
8
- HMAX WIDTH UP TO 1 3' 0 18yE .
. .HEIGHT. RPATEAseAxsoRuuos. 5 30 e -
_ — - -
'WENN STRIP tt _
TYPICAL OUTSIDE COf�NER"CLOSURE
'D$11Li
E tErEN09TAIPS pEgeIgE11 '.
CEt DETAILS WO/CORNER'POST
AWA'CLIP ANGIENm SPAT€
-
cANTANcxaaoNTN9 :„ 1N5-2338 P�
. .ANDIORSCNED RifaflN l[K
13 '
ma a
NTS ..-.-".sasEwOay�- rmenu 1
SILL ..-
:.STRW... _- - :. •� .� _, '-. USE I1J BOX'�LOCK AT 733' ..PAN![§ESCRTPTTON.,
30
1
•.. ,. SPANTO2/3 SPAN FROM..3
(OUTSIDE)
a • EIOTTOMOF'SHUTTER e1
O TYPICAL INSIDE CORNER CLOSURE " F
MULTIPLE SHUTTER ASSEMBLY
CC2 DETAILS WO%CORNER POST sCALE§3" 1-D"
.. � = NTS
2 FASTENERS ALUM. 7UBE
EACH ANGLE 6063-T6 ALLOY
SEE ARE A FOR SIZE, r �1 'CON (m, TYPE •�OS
:,-RFFERZNCE,ANCH0RXISTING
SCHEDULEFOR MAX STRUCTURE
V x 2"x 1/0" f ; SP,ACIN
"I
OR 2x 2".x 1/8^.' : Ci fCONNEC 4NCHOR 1/4-20 MACHINE BOL
ALUM.ANGLE. 0 'i E� N 0
X.
{ THREE 3/16'0 ,- 13. RE;ERE W/ UT 6 0 C * «
p S N Ef0 F.K� 'Ax «
ALUM. } AR MAX TYP.OP&BOTTOMU OF
POP RIVETS`-
.. ; xr '-� - tJ - - J
. OR .c 77 AL RNATETHRU-'BOLT at + ��•"p
THREE#12 SMS, ,. 3/16'0 ALUM.POPARV/
TYP 17 .RIVET OR 012 SMS r y - REFERNt CEIANC 4R ~ ^`y�J
I} TABLEiA(LC3) C®IS-O.C.ITYPJ _ SCHEDULE FOR MAX wio Y/✓OR tlF✓. i I1xxyi
PRESSURE VS.ALLOWARM LENGM
II
r
- 25¢Y1/g� 3°X351/6^ MAY USE MALE OR tt .,�. � t 'a 2m ¢-u''�t7.. u
t PSE.'. NP 6/0' ' �N06/0 :,'', FEMALE LOCK-SCAT). 4, yl w$
62 - 130• MM
GLASS "F(IRNPI _
22 iza• 17s 7XPlCAL' CORNER CLOSURE DETAILS \ j DR DDDR + '� N ; ;
.., _.62. 314`. 172 .. f \ :.<: ., w F 'w--
CC3 NTS `: :10 GLASS a as Qwv
t! 92 .114• ;.165' - ABLF A(." ; S
I 102 110" 160 - ' 8(31 UED EFFOOR `� 97F"'�` i�0 6. R a
104", '147. ,TABLE B(C.C4)__. ALTERNATE.THRU BOLT BUILDOUTMOUNT ' f� \ OR;. N
G5 CONNECTION TYPE (DEMILF3
150 gy 131 - PRESSURE VS ALLOWABLE LENGTH t8
. - REFERENCE'.ANCHOR:` a - \
ZIWXI/B^ ridxido, SCHEDULE-FOR'Md•X
PSF WITH 0/0. '.WITH /0D
N'Afy
DEFE CE(ONC DR t!4"MAX.FROM RiN
SP PRE
9 `"' eR ERN A _ 1� I GUIDE' 0 BUSHING � e
r Y,. -.b2. 123• 165' - 125TH. +t-50;.1PSF EDULE°FOR MAX. -, WASHER(T-YP.}. ,
... I 72 Ia7• 1sT i 32i IN y3nrP5P SPACING I t 79
82 103' 34T 'AS IN,.+/.32 7 PSF �• t J I f. 14x314";SMS 9^O.C, }may W o
42 95" . 134' I ANGLE TO TUB CONNECTION �T p R
-2121N. !llrrr
102 90' !3F :i10IN,'+1.344 P$F EXISTING x 2"x1,125" 0.-.-.
2
120_ 4^63-T6.ALUM,TUBE Z_
63 12r amlN +/35zP5F CONCRETp EMBED 6 A
g is 7a 104• io5: t/359PSf LOCK_OR OONNECTION TYPE U "
MIDOD FRAMING `
REFERENCEi4NCHOR �"•� 7to E
sa 44' 1031N +/36SP5P SCHEDULE FOR MAX.
-1-1/2-��MIN,FoRCONCRETE;' '1017N.'+/379PSF 'SPACING- •(. 3�
FO8R WOK AlJD 3/4'MIN PSP JJJJ s
491
-FASTENER((0 18 O'G PSF ., -(•iD A - . . T SECTION.
C:7ERNATE 8UIL0 OUT.NOUN
(USE ANY ANCHOR SHOWN ;89 RL,`z 1.42.3 PSF 1
S .SCHEDULE iBGIN-.i/•43.B PSF '
SCALE t 3. .d
IN ANCHOR
811N: +/^463 PSF - ACCORDION SHUTTER
PER PRODUCT APPROVAL W
N: +/•809PSF
SMS RIVET OR q12
SMS
I .$0 18"O.L. OR .: _ •090"6063-T6 �, -
ALUM.TUBE`_TXP :727 +5230 .. ~ .
+y� �
'tf4-20 NUT&80L7 77 :; t= Ss N'+1•SSA PSF APPLICABLE 0 1s4 m
Y ..:AHD QR 80ATTOMP
WW X
17YP.). 3/16'.'0 ALUM.POP W F'
> ALUM:.TUBE :RIVET 0R 412 5M5 , ;: a61 - z• @�.. 6A
N +/370P5F
'$$ .6083•-T8.AU-DY (51 16.':'O.C.(TYP.1 ;. a(� P J v 1i tt ci Y( $
..: SEE 7aeLE 8 _ 2"-x 5 X1/8": - C
'FOR SIZE. 2•FASTEN£RS xCONTINUOUS. Asa �-.- i S52. i/r MIN. 2
m ", EACH;ANGLE :.ALUMINUM ANGLE ::._ TtX3 X%'.X:
:OR 3"
1111 ;;ffi_ 'C;x:2,x.493 : _ • OPTIONAL:ANGLE - (NSlDE y CONTINUOUS OR2%
' = 6063-T6 ALUM. THREE.3716,"4 ALUM. r ', G(:ASS o do- " [
'ANGLE,.TYP '+ .pOPRIVETS OR 17 .. ORiENTATION.TYp Otl�Odd _ % Zq ,'. -� CONTINUOUS
R` 17 THREC'q72 SMS.TYP. _. • w a pai„ 25:6061-T6 ALUMINUM Z S.
E. ANGLE
• a
x 1/8'`' - ;.,�: -� �r� 0�9"MIN THt4C 6681 T6
27 x 2 x t/8" '..� � ALUM TRACK FASTENED
13 .ALUM.ANDCE .•. f ,: .. ..ANGLE FASTENED TO ZS ,. TO ANGLE,WiT}(1/4-28
• .. -
_'• USE MALE'OR FEMALE': : - MACHINE SCREWS'AT 3' �§ g
EXLSIING'3 KSI- tf d
LOCK-SLAT? _
FROM'ENDS AND 9"O
,p ,N Rte, E CONCREfE:HOSi _ . ;L,
SCPNE�GLE FOR MA"G0 pUCTURECO ITH 2,1/2 MIN. FOR THE BALANCE 1
�OU,TSIDF� y G CONCRETE
4°O.C.FOR BALANCE HOST WSTSTRUCTURE(000 PAOD1,501IFF!"N _
7 A
- - #12 z 1/2"GALVANIZED PS MI
,'• � - OR5.5.SM5;,3J76"0'AI.UM.. � ��` ��
WITH i}`4"MIN I N)
i CC4 TYPICAL CORNER CLOSURE-DETAILS PDP RIVET,DR 1/4.26 SURE.'00' NS- EMBEDMENT AND 2�j"
:a NTS MAC HN4E BOLT&NUT SCALEi,3"4 t,o - .EXISTING 4'DNGRETE 'MIN.EDGE,OISTANCE, SEE TABLE C*OR MAX SPANAND PRESSURES
0T
O.C '. - BLOCK OR WOOD FRAMt^tG WITH 3" ..
STAGGERED
mtN:srgclNG,TrP./'r1 BUILDOUT MOUNT
i INSIDE SILL MOUNT SECTiQN = CF SCALE.NTS rp
' EE SCALE 3a t o
w ,.. REFERENCE ANCHOR XISTING •. 1��*�, ".�i9Q -
�,.. .oa SPLCpCSN LE FOR_MAX. S'fAUCTURE
"
OR DOOR
FAff-� w°N} GLASS - It.Faft•;HNU ww�� .,~ .`\ ,. 5'S MAX. •,I / S'.
GLASS ¢w fdCLL Cl CONNEGT{CN'TYPE 1/4-2o MACHINE B T
SEE TABLE 4 r u u-; - OR DOOR a in REFERENCE ANCHOR 19 - W/NUT @ 12"O.C.
&FQR.HH(2- rQ m - 1"EETABIE2 rw SCHEDULE FDR.MAX H14 SMS @ 6"D.C. *
SEE.TABIE 2 : - i w a - FGI,It✓1L 19 u O SPACIN ! (TYP.TOP.b 80TTt i(,�," ...Of.
FOR MIN: 13"N'wa° SEFARATIOtd
1/4"-20 THRU BOLT W/ TO
GLASS."
tam •" TO GLAS=i w� :vi� (� /�
f 10 GLASS` ¢:' H12x 1/2 SMS 12 D.C. -
i LOCK NUT @ 12"O.0 OR •,: EI2: m 'OR 3/16"HACLUM POPC Q W �' ~ ��'yi -�• \�
012 x 1/2"SMS 0 12"D.C.E.S. •� '�ti¢ RIVETS b O:t:OR 114 0 2:� 0.r p� w _ R
OR 3/16"�ALUM.POP z r- P. s
- @ - 'w ALUM:.POP RIVETS @ 12"0 C; " OR
RIVETS e"O.C. E.S, \ .j ¢ ¢ VA
OR 1/4"0 ALUM.POP RIVETi, NO.ID w 2 s•"'d 9j
12"O.C.E.S. - • .< :1I4 MAX:FRdM PIN:. FOR .' ��m ZQ j:u .
MAN.FROM PIN ASSEMBLY` tJ2 l2 r7YP tp G FSSENTIAL, 13 F =o ¢w z 'g
• (�9 AND GUIDE TO:BUSHING ,: ° .M.al .w B .
ASSEMBLY " WASHER(TYP.} - � :. ,, ER ITYP` T _ M='r•.. N,D E°� .
WASH )
m " - GLASS: h FGl H1'HE z u w
1/2"TYP, EXISTING CONCRETE O 2 ° .w
' • BLOCK-OR WOOD FRAMING ' w • , REFERENCE ANCHOR- :''. S FOR, -
° / 3 CONNECTION TYPE
SCHEDULE lFOR MAX ARATGt;, - L .$_a r a w� z
' -•REFERENCE ANCHOR SPACING As SH-OWN TO dla u'" =o m'
/ EDGE SCHEDULE FOR MAX,, GONNEGIION'TYPE.IN DIACiAAM`ON F'.G'(0) - ¢ 7 "D'eE
nn / DIST SPACING AS SHOWN SCHERE CE OR-MAX
tl i 5Cr F74 A�iOR M. X r .-
'mj - CONNECTION T'YP'E IN DIAGRAM ON PG.10) FA TENER - p 'A 6 R
-REFERENCE ANCHOR E)GISTING CONCRETE v LOEk7lON.FRONT AND
SCHEDULE FOR MAX, •SLOCK OR WOOD FRAM BACK ANCHORS NOT REQ D �O _ Ci
SPACING.ALT.FASTENER WITH THIS tOCA:TION GUIDE TO USNGN M .
/ PIN-
LOCATION.FRONT-AND; ' ,NEI rRRENCE ANCHOOR WASHER(TYP.)
/ .1/4'MAX FROM BACK ANCHORS NOT REQ'A .: ))1j$)jj�' {j(j(�j'jECT)ON a .
i ~ WITH THIS LOCATION _" SCHEDULE FQRMAX 1 'E'
PINfiUIDETOSCALE=3 1' ' -" SPACING •., "" ti� "u,3g
CONNECT)ON TYPE'
: BUSHING WASHER '��p^^�}INSIDE Fv(OUNT.SECTION - .•'REFERENCE'ANCHOR a
(TYPJ \.:! SCALE 3".T O" SCHEDULE FOR MAX, N q¢
l - EXI571NO;CONCRETE. `' SPACING ' ro
J NOTE:FOR DETAILS A,B;� ANP E ON;T IS SHEET BLOCK OR WOOD FRAMING EMBE
THE BASE TRACK MAY BE�1)JSTALLEM IN SEETIOW$'
7 WITH 1!4 GAPS,PROYIDED THATEACHSECTIOt+HA5 BUILb OUT-�MQUNT ION Y m
�' -''"f - MINIMUM OF 12!40NGTHESILL OR EEfLING TR qC ''EX(STING:CONCRETE-;- . SCAUE:3• i'-o"
TYP,BOTTOM
I
USED: THE BASE TRACK MUST BE CDNTlt�GOUS :BLOCK OR-�W006FRilM1NG', • £
OVER-THE GAPS�'BETtr(EENSECTION5": - °�.
XISTING �• ... .°
EXISTING CONCRETE, - STRUCTURE n"
BLOCK OR WOOD FRAMING EDG 1ST bdNNECTICN TYPE'. C2 CONNECTION TYPE W' EXTRUSION 2 v 5
_ EMBED, 1 CQNNECTIONTYPE _ REFERENCEANCHOR 'EMBED• 5•CONNECTION TYPE.Y!/EXTRUSION 1 'U
REFERENCE'ANCHOR w SCHEDULE FOR MAX' "REFERENCE`ANCHOR
. SCHEDULE FOR MAX. , SPACING SCHEDULE FOR MAX. �y
§ SPACING AS SHOWN - - w :.SPACING-
i : INDIAGRAM ON PG,10) RO '
GLASS {r _h o' .. o:
tw7 1/2 OR ODOR } & NIZ? 13 �^ vzi W - PGI' 0: �Ld
w - w Nt2 x 1/2 SMS(di 12 77 y :w w uu 5 ss
W'.w�r„�,m O C OR 3/16 o ALUAi. w p y w:: {� .3 b y moo, .• ..$ ,Z $
I .�� . . I-w»p lx PORRIVETS @ 6 D G x o m;, -GLASS'oR,'4
I 7y OR'tl4 EALi)M POP Q ooh,. ".DOOR, 8 011tH
CLASS ' -,&TTX? ca,w. RIVETS @ SZPF1tA70t! Xw Z¢
-
OR DDDR H1MZ,SEE•TABLE 2 - 'X -p Z.m. - TO-LfAS'
�+ 1l4-20 S.S.MACHINE .. p,.h l:J AH6 Q 1/4 °'FROM:PIN
SCREW&NUT @ S:GUu^S ._ vy, t%2 GUIDETO B S iNG - aax.
12"D.C.. ASSEMBLE 1J TYP WASHER{TYP) » 1T4 MAX M
X V4"MAQ BUSHING
SOM-PIN: y :- .. 4 CONNECTlC�I E. w O 1/2 GUIOF TO BUSHING,Na
w
X.
NG - w t�R 2 WASHER ITYP.)
2�
j WASHER ITTYYP�� G T1E ERE, AN OR
5 6, EXISTING'CONCRETE,: DI SCH E N LE FOR X C2 CONNECTION TYPE W/EXTRUSION
ry s -"' BLOCK OR WOOD .EX1STtNG CONCRE ..- - rr* CONNECTION TYPE W/EXTRUSION..
1 FRAMING BLDCK OR WOOd j'RMING, 4.C(JNNEGTION TYi?E INPp1AGRAM ON PG.f0) .,REFERENCE-ANCHOR 55-2338 rs
OR - '+REFERENCE NCHtlR; �;'SCHEDULEFOR"MAX. _
3"x 3"x 1/4"CONT: 4 CONNECTION"TYPE #12%1f2;SMS @ 124:= StHEDUL'EFOR-MAX: SPACING'.
scare
6063-T6 ALUM.ANGLE - , , `REFERENCE'ANCHOR O C OR 3/1616R UM SPACINGS>A TFASTENER -. -E -I. CONCRETE, !•ace aesu:ivrto%:
(MAY BE REVERSED SCHEDULE FOR:,MAX. :POP#IYE75'(pt b"`8=t. LOCATION FRONT AND 'B�CK OR WOODFRA' G
( "A5 SHOWN DASHED) SPACING. -' OR T/4 Q'AL(JM P 'BACK ANS', 9 NQT RIrQ D , .
RIVETSTHIS LOCATION
1 OD WALL MOUNT SECTION OEfLiNG /INSIDE MOUNT Si CTfON p WALL BUILD
..S
SCALE,3"=t'-0" sCALE 3 1 "0
" SCALE i'`3"=:1'-0"
j
1
} -
FaR es1L Ess NnAL ,.
' F�4�NZ�TASIX42 u; EXISTING a
L AFtI
y
OR
N2L�MON M 13 o p a. STRUCTURE ALT.LEG D(iYECT16N MACHINE'
4 f O[
p.p ty (2)6063 TIr AL(1 IINUM BOLT-W/NUT � .
-' DDOR �w r ANGLE PER-I3EAM ENOr'
w o u u I S(ZE P R SPAN TUDC,, 6R -_
. 1-o y p 1/4"0 ALL 1 SCHED LE
¢Z a POI1NTS SOLID'. SMS 6"G _ _ SPAN TUBE SCHEDULE
(}- a SET ANCHORS ti{f
I _ t W d -�. t6IlTH T/8"M(N.. PAN TUBE ALLOWABLETUBE NUMBEROF:,. NUMBEROF- _�NIMUMAH '
. Xu?y .z, ANCHORS PC
CONCRE7EE DR r+ 'ACCESS HOLE SCHEDUIEN - Bf; SHUTTER ._..:SPAN THRUY.BOL7SGR LENGTH- fy •• ytt ,f,•``� .
H •BLOCK.3"MIN
w' SPACING AND .;.i" TOP 80TFOM TOP. BOTTOM TDP BOTTOM 'TOP BOITOM
p- ,.3"'MIN EDGE _ "TUBE; TUBE TUBE TUBE TUBE - TUBE TUBE .,-TUBE 41
t - OISTANGE: w
Z 89 41259' 1362' 2, z 2 .2 3., 4" 7 >uI fil
Y
101r 196.9 2 2 a
416 0: 123 889 ..94A 2 2 _ 3 3 Z"
3"MIN. 7.
zQy Lm$,Z
ED.DIST.' :. u y m'.� ea' .1291 96LD! 2: .2- '2 3 47 7 W �
AM ESSWklAtIto : t3:! ¢ p' a125° 9B� ap4.8" :.124:1• -2 2 3 9 r ^r .W(1��(
LT116j,
MAX.FROM:PIN GUIDE - ' ,.:SEE TABIC i k FOR RWW7,iEE:: "z _ ,4'. 4 IV BUSHING WASHER(7-YP:) GLASS ",TABLE2 IN. Fa0.U! 2"kBSc ':b0" ;�}3B p' X198.9•, g. :2- 3 3 7• _ 7,.
., DR•DOOR m.: ,98° 'i227 a65.r '2 ,2'-" 3 -A r 1C w•.
' C 1/4 C.WOOD" 1/4"g 7HRU BDLTS a.: 0.126 m
"L•AG SCREWS({0'24'• µ, 728 '9164 1375' 2 '3 '4 6 IV V '!
DC,.MAXlWITH:2'": CT eC .1681 .24a0':.. 2: :2 3` 4' r . . IV
SEE BEAM
THREADED PENETRATION 3 MIN SCWEDULE FOR Z F• TIt10k
a
�I" ED:OI5T. wp 01875 98 940,8 229.9 2 3" a 8. 10• ..18• -
:"a "7 INTO,CENTER OF STUDS - EGUlREDS 6 BER .,1� ^. t23 .1582" ?-.4 s -7 ta• t9• ..
EMS."T' }4 SMS.'@:MIDSPAN BETWEEN 14 6 s.�114 MAX.-PRO PIN 0IJIDE =3PA TUBE'S HEDULE NOTES:
253'x 'b2 24x6 x374'ANGLES FOR 2 xS'&2'x6•BEAMS., m
STUDS.FOR TRACK TO 1"x 4" - ; ;2 'USE:2"25'x1/4'ANGLES FOR-2'x8,"&2 x10':BEAMS. LL
PLYWOOD&" TUBE'CONNECTION p01NT5 SOL/D.m a -`3
.--!USE SCHEOUCE FOR DETAILJ, y Y
STUCCO FINISH } x 4.".x';'125" SET ANCHORS' :SPAN TUBE PER DESIGN "4 TOP.'&`BQTTOMBEAMS.MAYI7EUSEO TOGETHER OR i#i w 8
^I 6063 T6.ALUM,TUBE WITH 7/8 MIN.. .SCHEDULE.. 'COMBINATION WITH GTHERCONNECT{ON-DETAILS.WHERE USED
-EMBEDMENT dN;. TOGETHEERR,,t3EAM'MUST BE LIMITED-TO TOP BEAN SPANS. }m- a m
THIS DE7All.TO BE USEDWNEN STUD SPACING CQNCRE7E OR•. ;1f4 20 Ai.4HINE BGIfi 5 'SPAN;lUBFS MAY BE USED tNAMID-SPAN CONDITION.WITH :v7
` EXCEEDS THE MAX ALLOWABLE ANCHOR SPACING: BI:OCK,3"MIN. - SIjUTTERS:SPANNING ABOVE AND`BELOW-THE EEAM.MIO-SPAN
SPACING AND 31. I {22 61163 T6 A`'uSi1NUM ^Wf NUT(x`72 0 C IS
SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS,
MINEDGE f ANOI,ES$ERgE`AM ENO, AOR#14,x:3'!4 SMS,Lffi -ANCHORS ANGLES AND BOLTS);tWITH.THE5H UEllO SPANT
TAKEN -
-{G J WALL MOUNT SECTION `- THIS DETAIL MAY DISTANCE. SIZE PER'SPAN LUBE '6 0C _i ASTHESUN`,OF THE:SPANS'ABOVE AND BELOW THE BEAM. `
\./
SCALE:3"e P-0" AL50 BE USED - SCriE6UL12 -
.-AT TDP EXISTING. - - 'ACCESS HOLE `. ...�5 TSP BEAMS ARE NOT ALLOWED.,
STRUCTURE ALT.'LEG DIRECTION. :? ALL-BEAMS AND'ANGLESTO BE 6063-T6'ALUMINUM. \\\
'A
. .MAX DESIGN LOAD+.i;72 PSF g.,
0
BEAM SPAN_SECTfON
GLASS. I- ' SCACE:3 o'i'�0. 3�+►
FOR Accu -mNn i. :'OR DDOR F of
1
FOR 1;SIX TAME ITIES SEE TAM i2
y ° EXISTING WGOD
FOR NW- AON TO - - 2 TRUSSOR ItAFTE L� 1/2. 3 1f2CLASS
m -
. Q a E
E (n EXI$T(NG�INE9H I \ w.
{ 1/4"MAX.FROM PINGUIDE- p
1g 76 TO BUSHING WASHER(TYP) 1 x 4 X::tYe 6063�T6
ALUM TUBE wf THREE °� d
1/4""FILE(TYP)
1f4$WOOtkiAG
FV'
- F13JbH PL WGDD:.. .: I: am Th
{IiREADEO Il
t �¢� .
- A325GRADE.THRU'SOLT @ 7 O C PENETI't.:.'_'T IFF WOOD @" _
DR E 16,"0 A32S GRADE 7HitU,-BOLT @ 12"O C
24 D CtAX WHERE S 6
g
GAIV OR S:S.. 7UBEEXTEND5 BEYOND - B
1/4"o ELCO ULTRACON 70 CONCRETE/CMU LAST TRUSa""MORE 7H
8 2"x S"'x.1/S"6063-T6
S 0,C.W/1-1/4"MIN.EMB 6 EXTEND TUBE TQ m ALUM ANGLEW/THREE -S
OR 1/4'O-LAG SCREW(o 901.C.W/1=7/8^ NEX77RUS5 'ww e .
f ' ' �. 1/4 0>..WGOD LAG
r3
MIN.EMB. IN WOOD•SG 0.42.TO;0:55, .f -1-� o SCREWS WITH 2-3/4" )UFMWFPAN(LB04ABWP.E
.tf4 20.55: ACNtNE`SCREW �+ MINlMUM'THREADED
EXISTING CONCRETE, ';:72wEEN,7RUSSES w�+-oy PENETR."T"IN WOOD 1 -
w17H 1/2.0,��yyCCESS HOLE ON a C°T '3
.. `HO OD:F BLOCK OR `• 2"x 5"x778"CONT.. BACKSIpE=OFTi18E:OR#14 SMS' ?<z,zto EACH RAFTER OF TRUSS, scnBe:S
WOODFRgqM NG.SEE b 'D MAX'.IN BETWEEN. -a qa..
4 ANCHOR SC�ED,BASED. .. ALUM.ANGLE16063'-T6) (:D C .. w p .F. 2 ' .MAX; E PAGED CRIPETON.
ON TYPE OF STRUCTURE :' "•: '- - ..X -w ANGLE EXTENDS HBEYOND
.. RS ,
LAST TRUSS MORE THAN
(MAX.DESIGN LOA D s 72.P.S.F�, 6". EXTEND ANGLE TO
PASS THRU DETAIL iMAX DE$(GNLOAD t 72P S F 7 NEXT TRUSS.
H
SCALE,3".1'-0" ': TRUSS MOUNT SECTION (07
ALE i 3."=1'-:0" - (0
SSC
1
. '
'
K
GLASS'OR' - ` �
DOOR .
{� I'ORl1CN,ESSQ111L �/•••• ��•' _..
DOORSGLA55.OR '� _
' .. FOR - m Y FOR .DOOR .' � SEPMAlION ID am
;OF
_ �• ��g
1 FOR F'u.•vlJW7 FO'tMMM7 MW F. . ~.m �_ • ..i. - �'- O O •��!•" .
yvl6,a Nym i'Zwy
I :SPAS- In
TO - XNNp. SPAR W mm, =Z,� :t3 2oN'O 4"MW..- -
I
Z,
7m C)CONNECT(DN TYPE. p��$ _ a u
ARTIA HEA; M,QUNIED -MAW
,3*
1 =r J u°a SCHEDULE-FOR CiOR a"N SCALE.`3'-.1 VOAIIO Y m'g.IZ
I 20 y::... 2e , 4Q SFAiING .2so LW 'N'wg,3
.250!,- t 1250 N - ' �IIrMI' t _ .. - N"rv—3
—1/4,!'0 TAPCON(SD 24' .C-CONNECTION TYPE w o
I / O C W17H 1-1/4 MIN. :REFERENCE-ANCHOR, '� B 'a
SPACING'
� F.R MAX W - < -
j. PA NG
I EXISTING CONCRETE OR : EXI577NG,
t \ BLOCK ONLY WOOD -� :STRUCTUgE
t _ \
FRAMING&WOOD ANCHORS
JOT.ACCEPTABLE
/ `EXISTING HOST STRUGTUf1E �Ol�NTO I O UR7E TO
BUSHING
EXI5TING FIN15H m
D - \ - - 3 I6ECUA7IKW7ERYALS r ... WASHER ITYP.)PIN w' r
„ \\; O DECORATIVE.FLOOR TRACK DERAIL CARO ,
SCALE, 1'=0" � DETAIL�U FOR A`DD1TIbHAt;.- "
O RECESS SILL DETAIL INFOI 7YI�f 8 TQ $
SCALE',3"=1-0" `:1! .: .. S OT „M.
t_lY/ �\ '• FEE�ENER E FI4�U7 � � .. o�y
t/4"MAX FRO } ON G4yyNCONNyyCIIO ��G
d ••'a -PIN GUIDE TO- ..•: - - I EAECEPTA9LE SP v. :4 � .. .¢.. .
U 6A5ED
70
AC NG
I BUSHING WASHER` • I }E
` .. IT-YP:1
\\ i m d r
- - MAX"FROM PIN GUIDE
I TYP.BOTTOM E9 i/2 TO BUSHI G WAS ER TYP. -_
1/b-20 MACHINE BOLT �o
` _ - EXISTING: S
.{ :fi-... _ .• STRUCTiJRE !
W4 NUT @ 2", O.C.
1 CUT-AT INTERVALS T�, - -
EXISTINGFIN44H RN CURVE(SEE DETAILI:y�1
MATEiUAC 1 CONNECTION TYPE` _
y
.REFERENCE ANCHOR:- a y�
- SPH C NG EF O TMNE o
1"x1"x'/e•'.5,1"XZ I/8•• ;r " n _ A CH;4"P ECE R Y ,�
.' 6063-T6 ALUM.AN[�LE CUT.TO 1 1:xiJ8 S i�y xi//B 9 d
-MATCH A A&
OVID SUPPORT - 6�5 b A4�M-"A GLE.CUT-TO. CURVED.TRACK .SECTION:DETAIL
_ OF[U75 U TTppE ExgTRUSIONS' MA73'C A O. D SUPpbRT SCALE.3.V1 0". £ 9
]FRO
CC
BAfRK:WHERE:.. OFR CUUSIONS - &
I - 'FRONT OF XT USION dS - F ONT" P2 -
pp p
a i CONTINUOUS REINFORCEMENT. PRONIi`vaOE Rpt TON S
IS N07 REQUIRED:. ICSO.N ?R DIRE I FOR MEN7 -
/
. M ':CONDO OEN MIN OFI7WO PER .. 6
8 _♦ IT_., APIA MOUI TJNG - - O7PFAWFRYAC5132W RE
'PIECE - - PON �TION MANN..' THIO PER
I E
APPROVEDFASTENERAND AP7SRQ EMDPA I MAND `15 2338
SPACINE! - �WC FASTENERS PIER CUTOF • TW FItJ',CnECUI' - u...�+�"•M7 SCALES
PAGE DESCRIPTtONX
1 PIECE ... _ -
i OTYP SECTION'FOR SHUTTERS OTYP ALTERNATE SECTIbN FOIL SHUTTERS rii'
Pl SCALE:`3 +1 0" P2 SCALE:3..,y_p r":.�• ��
g
r .
I
I
I
i
((. ANCHOR SCHEDULE: CO RETE
l '
++! E K L
' 0UTSIDE2 X . YP +14
ETOP FLANGE E SPACING2.5'MZNEDGE DISTANCANR l
•:r y••°• ,A�QO��
Spans Up 7a 6'-0" spans Up To&.8" 5(uns UO To 13.0 SECTION 7} ti /
LOAD CONN TYPE CONN TYPE' CONN TYPE O
'C6 Cl C2 C3 C4 'CS,, C6 C3.`C2 C3 C4 CS :Cd �:
1/4"ITW TAPCON OR ELCO '48'16.0 xfi0"Sb.q"Yb. f60 0"160"16:0"I0;5'10 8 i6:0"13 0 15 5"16.0rGS :GD 9 5 ;9 tl O .O
ULTRACON WITH 1-3/4• 16,0"16.0"129"12. ' 16.0"16.0'7 8.0" 7 0 13.04 10.01 Y1.0"100'5.0..,4 Q 6.8 :701; 'X
t EMBED{3142ps3 MIN CONC). 72. 16,0"26.0"10.0" 9:5" 6 SLS"iS:S IGD"QS" 6.0". ,4.5" 9.0-..9 0'-i$0,,.'aiD':` 5i0'!c'.60 - S TVP3 -.T X5 INSIDE 3'OR O4 HEADER/SILL g-'�1 A NNE
. OTANOR ISEESPACING d ''^^ �:110 14,5"14.5" 6.0" 5.5" 8.5' BS 90" 7.5" 4.0"' 4:S". 60 7560 50 �' ,L4"MIL ?48• 16,0"16.0"16,0"16.0"16.0 16 0 16.01,16.0"11:0"SD 5 Y6.D"14 0 14 5"14 5 63'1:6 OY 9 0. 9 5 SIDE CLOSEST Ta.O !y "•5
ttttttiii '�
WIT1!1-314-EMBED(3275ps1 62� 16.0"16.0"13.0"IZO"16,0 1S.S 16.0"16.0" &o'.TO 12.0111-01,10"119;0! 5 � ,,,,�xyC
MW CONCRETE) 72' 16.0 16.0"10.5" 9.5" 16.8 13.5"14:5 144',6.5' GO" 9:0 -9;S" 1ILS,;7.0., .6" '4S".;b 5 NOTE, S"-::INDICATES ANCHOR SCMEDULE.SPACING. j U W' s
t.. na,i3 0. 13 0^ 6.0^ 5.5' $.0 9 a $.o^ 7.0" a.or as^ fi o :64'.' tS S; 'S.s" RACING,DIAGRAM'FOR'Ci C0 ECTI E, u2 a u"tD
-200 6.5 5 5" -SS' 6.5" 5 s 10 .4
`5 5" '3S _ 1 CONNECTION TYPE USING PIECE OR Q N
S. TYP ' SEY
i- 1/4•ELCp CRETEFLEX 554 9$6,3d:0 16.0"116.0"1160'116.0136 0-id:0' 16 0"16:01,i5 0'Y6:0".. 16 4 1 0':8 5`1T5"14 D -; H z:
' W/2°EMBED{3354pst MIN 62r'16.0"id.0"16.0"ifi.0"16A 16'0: Sb.O"I6A"12:0"105''16:0" 335 7 0+-'6 5 8 q 12 Q' C -CONC) :72• 16.0"16,0"15.5"14.5"1d,0: 16 0 ]b.D"16.0"Y0.0" BS 12:5" 30 5 6 0^:5.0 6 5:".9S -S - §C.MBINAN'110 160"16.0" 9,0" 8.0" 31.5 23 0. 12:0' Y0.4" 6.0" 5 0 6 0"' ;8 0 S O 40 5 �&010.0" 8.0"' 5.0" 4.0" 5.0' &0" SOA' ' S:0" 4.0.'.. 5.0"' 5 On '8 0 � � 2 5' YP : _ 1 ',( CDMBINATtON �LU
1"MIN EDGE:DISTANCE 9 / COMBINATION .rf#b`
. 1/4^[TW 7APCON O0.ELCO 'C1 C2 C3 C4 CS C6 C3 C2 G3 U C5. C6 Cl' C2 C3 L,C4 C5 Cd .O
ULTRACON WITH 1-3/a" 48 16.0"160" 7.5" 7.5" 16.0 1.S" 16.0"16,0" SA"'4 5 16;0"5 5 SS 0'15.W! 9 S _
EMBED(3192pst MIN CONC) 62". 16.0"16.0" 5.5" 5.5" 36.0 6.0" X6.0"16.0" I2.54 4 0 IDS'•9 5, 6.0,,
+ BED(3192ps1 MIN CONC) -• '
-72. 16:0"16.0" 4.5" -4.S" 16:0. 5.0!' 15:0"15.5" 'g.5',: 9 0" .7.Z: 4tS".: - -
�. 110 14.0"14:0" 0.5" S S� T5 4.5"• 70" '60 iStS TVP'). 2 KS 7YP. -
200" 7:0" 6;0" 7.0! 6 0" 7 0• :6 6
NOTE 5 INDICATES ANCHOR SPACING. y y p
0
5 0" 0" 7 5". 16 0" 9 S YS:S"SS #'S4.i'4 D 7 8`-'S.5 yT
1t4'MILtENIUM�MiLLFASi 46,.116.0"116.0"53.0 53.0"16.0 13 16'0' S6 8.. S"
ITH 1.3/4"EMBED(3275Ps1 "62 16:0"16.0' 9.0 8 S" 16:0 10 S•14:0' 15 D" ss". s o 9os�.' 7 s 110•' 7 5 A s-,•s o SPACING-'OtAGRAM:.•FOR.C3�&.C4.CONNECTION TYPE:
CONCRETE) :,72 16.0".x60" Z5 7101, l6q' -95"' 11:5.3151, 4S"' 4.0 T:8": 65 &VI, 5s 4S G3',CONNECTION TYPE-USING`PIECE- WITH'DUTSIDE FL rn
S.S' 40 5.5' 45' -ANC ORS ONLY. - - v+in n
200 S.S"- 4.S" 5.5' R.5" 5.5" 45" H0 + G PIECE®OR �7 W
I .OUTSIDE ANCHORS ONLYIN WITH C e
u - L-1/4 MIN EDGE DISTANCE - d9
z 1 "ACUPOINTS SOUO-SET
NCHOR Wl7/8'EMBED-& :GS'. ._C2'. C3 C4 CS C6 Ci' C2 'C3 C4 CS.'. C6 +Cl. C2 C3-,s:C4 .fS' - .ANCHOR NOTES $q t
/4-20,SSAACHINE SCREW ..4$ 1fi.0 16;0" 9.S' '9.5'' 16.0 10 W.16.0"160 '6:0" 5 i 16:0': 7tl 10'5''11.D -3.5,a i33n 6.S`?:AW,:- p� ,g
(30a0pst MIN CONC) - "62- 56:0".iG.O" 7.0. 65" 160 8-0 135' 14 5 4:5. 40 9.0"'. 5.5. 7.51,5:ZO't.i a 0-.:3:5 c .SPANS AND LOAD53HOWN HERE ARE FOR DETERMINING ANCHOR SPACING
1:
ONLY ALLOWABLESTORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE' ,,,,,,�"
72.16:4 1d.0^ 5.5 S:S' 16.0 .y 0" x05'li 0" 35" 3.5" .6.5".: 4 S' 60..,&5" 30':1 3:0 LIMITED:TO THOSE.SHOWN IN TABLE I OR 3 AS APPLICABLE(Pg 1). - �"^t �.ra
0 3.0" 7 0 'S.07 '4.Q' - y"Tr-lll= g
.200 S:0 4:a" S.o" 4,0 5 5 0 4.0 ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, o
2.
114•ALL-POINTS SOLID-SET 3"'.MIN EDGE DISTANCE' t :: Y � -AN ALTO PE AND EDGE GNDISLO CEON SHUT RESIGN SELF GREATER THAN R � �
'E CHOR NEGATIVE DESIGN LOAD.S UECTTE SIGN OADG REATE GREATER
A ANCHOR W/7t0'EHBED& X
C2 C3 Ca C5 Cd CS C2 C3 +.U :C5 :C6 C3'R C2 G3 �:C4 CS.;,G6 THAN OIt EQUAL TO SHUTTER SPAN. _
I/4.20 S5 MACHINE SCREW 6:0"16.0"16.0"16.0"16.0"16.0"16,0"14.0"13 0 16 0'Y6 0 16 a'16 Q 8 5 7S 11 d..3Z0
3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTfON TYPE. �°
{3080psi MIN CONC) 6.0"56.6"15.9"Ib.O"x6.0"16:ff"160 10,0". 9 0' 15 0"13 5 x2.5',YYS Gq":5S 7 0 9:0 •._ - I�y�j
6.0"13.0"1Z0"16.0"16,0"Y&W 15 0''8:5 7 5 11 0'!.12 0 10 Si'.:9 0 5 0 d4S 5 5" :0:0 4. EXISITNGSTRU"s MAY BE CONCRETE;ASTM C-90-HOLLOW CONCRETEj,� -16.0" &0" 7.0" 10.0"13.4"•xas" 9 d S:0"' 4 S 5.5" $d 5 7 0 a 0 :'3 5w 4 5 G5" BLOCKOR WOOD FRAMING.'�REFERENCE ANCHOR SCHEDULE FO&PROPER
ANCH0R1YPE WED:ON TYPE OF-EXISTING STRUCTURE ANII APPROPRUITE
A•' 4.0" 7.5" 4.5" 6.5" 6.5" .7 0" 4.0'. 3'S" 3S"' 65 &S '7 0 4 0'" 3 5 4 5 -6 5" -" CONNECTION TYPE`SEE CONNECTION DETAIIS'FOR IDENTIFICATION t3F
t 1/4°POWERS 5S DROP-IN 2-5/8 MIN EDGE DISTANCE ,..: 4 CONNECTION TYPE -
W/3/4-2055 BOLT AND C1.. C2 C3 Ca CS CS CI C2 •C3 CA CS C6 C3 ".C2 L3 +'C# C5.3=C6 S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO-NON-CRACKED CONCRETE ^S d gp
{ 1'EMBED(3000PSI MIN 48` 16:0"'16.01,56.0"16.0"Sd.O"160"x6.0"Y6 0 Y0.0"9 5'.16.0"I3.a 12 D 12.5 b.D", 5. 7.S".-- 9.0., ONLY
CONC} .62 16.0 16.0"12.0"11.0"36.0"14:5"35.0"160 TS"' 65".30.01,105 &5;'.0.0"' 7:0 z3 8 6p
t -72,16.0".16:0" 9.S' 4.0" 3G0"12.5"12:0 12 5 6.0" 5.5 7:51:.-9. 7 0".: 6:0": 6:p 'S. THEGONTRACTOR IS AEEPONSIBOETO ENSURE THE ANCHORSAREINSTALLED f §
° IN ACCORDANCE WITH MANUFACTURERS REODMMENDATIONS.EMBEDMENT a
_1x0.11:0"11.0" 54" 5 d f NISGTH SHALL8E AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER '� d .Q
SO' SS'. 'S0 55"+ 50 _ x£
C .3-SJ2'.M2ti EDGEDIBTANCE ..: .. t .5' •,,:. - . . C x� •d
i t 1/4"POWERS SS DROP-IN - 7. WHERE EXISTING STRUCTURE IS WOOD.FRAMtNG WOOp FRAMIt9G CONDITIONS €
j a W!I/4-20 55 8017 AND - -C1 C2 C3 C4 CS C6. ,C3 C2 C3:" C4 CS'`"G6 C7 ':C2 C3 �;'C4-. CS :CG. VARY;FIELD VERIFY'THAT FASTENERS ARE INTO XDrz UATE WOOD FRAMING
,.s14.077 _ MEMBERS NOTPLYWOOD':FASTENING TO-PLYWOOD IS ACCEPTABLE ONLY FOR a
} i'EMBED(3000pst MIN 4$-36.D"36.8"760.16 0"1.0"I6.D"160"i6 0"ILO"10 0.16 0` I3 0 23A 6:5 :5: F-d,-=4S SIQE CIOS()RE PIECES
1 ,' CONE) .62_ IBA"16.0"13.0"INNER,16.0" 16.0"16 0' 8:0" 7 D 105"11 0 9 0: $.0,. 5.0"s 5 q'4.7.5
16.0"16:0"10.5" 9.5" 36.0"33S"13.6"x30' 6:5' S.5 &a't-;95 75,b.5'. :&5 8`:� WAERE,IAG SCREWS-FASTEN'TO'NARROW.FACE OF STUD FRAMING FASTENER Ell
x.
EDGLG BE LM
IN CENTER OF NOMINAL F X[T.Nd WOODEWS SWAt1•
6 5 6 0 5 0 5'5" - E DIS)"NCCEE IS`CCE LE FOR 0 FRAMIN G SCREWS
20016.0-15.0- 55 60" SO-' 'S5 sou.50 5.5 §p
{
2.
MIN EDGE DISTANCE`. P N'H D.OA'HEX HEAD'
.� HAYS PHILLIPS A EA A
#12 SMS Wt 2"EYEWALL =Ci. C2 C3 C4 .CS `C6 C2 C2' C3` G4 VCS- ''C6 C1? C2 C3 cC4 L5�- :C6 9;. MACHINE SCREWS SHALL HAVE MINIMUM OF Ill-ENGAGEMENT OFTNREADS IN CWff aRFPRIIL0DfW 0PE
{ , ARMOR INSERT EY 2°EMBED0.0".17.5"116.0",1
BASE ANCHOR AND MAY NAVE EITHER A'-PAN EAD,TRUSS HEAD,OR WAFER
(2000ps1 MIN CONC) 40.;16:0'"16,0"13.0"13.0"16.0 13.5"16.0"16 0 .0.0". 7 5 16.0'''9 5 34 5,.15 0 wOS!4:5 9 O `6:5 - HEAD(SIDEWALK-BOLT) U.O.N.- 15-2338
' n -62 160"16.v 9:5•' 9.0 16.0''los"160"16 0 6.0". 5 5 12:51!•7 S 10 5 9.'94 ,3 5 v3[5 5 5 :S7Q DESSGNATES ANCHOR CONDITTONS-WHICH ARE NOT ACCEPTABLE USES, sOAle+ - -
1 16.0"16,0" 8.0" 7.5" 16:0" 9:5" 1a.5"S5 0 ,5.6 4 S" 9 0 6 5 8S !7S".af.a't"+ 4 5 AS' �- _
'110 13.5"13.5" 4.5" 4,q" $.0" 6.0" $.5" 7 0"' 3.0 4S 4 0 7 D 1 SS 3.5" 3 S +'. '-'DESIGNATES ANGORS WHICH ARE-REMOVABLE BY REMOVING MACHINE SCREW,
PA,P�DE6CR3PTSDN
200 7.0" S.S' 3.5" 3,5^ 7.0" S 5 3 5 `3S 7 D t'SS" 3 5 #5 - NUTOR WASHER WINGNUI.
'.; N32 SMS W/2JS"EYEWALL 548' 16.0''16.0'"16.0"16,0":Sd;O' 16.0"1d.0"16 0"iY:S"11.0"16.0"14 0'"16,01 16 0 7.0`t655" 11 S.:,9:5 10: MINIMUM,CANCRETE:STIiENGTHS.0RE AS INDICATED IN ANCHOR SCHEDULE. aq�
C" ARMOR TNSERTWj 2.5' 62' 16:6"ib.D"13:5"13.D"16,0"f53"16.0"I60" &5",. 8 q 160."12 0,13:5'12.0 S:S 4:5 7 5",'7S- - �"TI
EMBED(2000ps1 MINCONC)..;721'16:0"16.0"11.0"10.5"16.0"13:5"16.0"16.0' 7.0". 6 5" 11.5:'.9 5 LS O"...9 5' 4 5( 4SOt 6.0F
.: 6:0 YL; Wf�EN'ANCHOR]NGSO�HOLIAW-BLOCK SDS ORTLLS SHOULD NOT BE USED 70
6 �RILL-INTO HOLLOWBLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL
NCRETESCREWSSO HOLEOW BLOCK
-:.200 .4:0 7:5' 3.5" 3.0" A.5" S.0" 9.0^ 7.5" 3,5". 3 0 4.5 'S 0 9 Dua;7 S" "3 5 3:4" 4 5 5:0
i
I
IJ 4 4:90101010104 d 4F
Spans lnlS3iII71' :I;ffiS01 RS 3!TEiI!1St ] `4 •• s
CONN TYPE PC
Cfi
.,
!E ®�R3� B Q�F3�#��51�EL i�H moi@ Fl tFQ Q MLMEMEMMMME 35iEll
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1Df0IY�aNCHOR'NOTE.S 15-2338
-' - -
PAGE DPSCRSPTIDNr
65)
1
. ROUND WINDOW A-
b6R
`a _. z-,"�".ASSENY",
EDGE OFACOTON Y2 MIN FROM:.- - -;. .I : '.% .: -I , , . . \
"SHUTTER BLADES EDGE OF SHUTTER, EDGE OF ACCORDION »
0.125'
BOTTOM
SHUTTER SHUTTERBL'ADES *�
1—x}-0.032' - 0.032•-i}0.125• _ Q i i:7 b.OF.
/ Lyc�
45°
I i E00 WS..x
L i '.y�}u{O 2 875 T6HOLE TO RECEIVE ROUND 3.5 MIN Q >u'„,Lo
WINDOW A55EMBLY _ " TYPICAL
Uf «,m o,z o .
W
2.875 - P -}T-0.188' 2 654-HOLE,(Tp RECEIVES M.-..3
533:250• AOUND,WINDOW ASSEMBLY) N a'
A
LIGHT-N-VIEW WINDOW AXIMPE*E,O 3WINDOo �o
Q
N.T.S. SABIC PLASTICS SLX1431T-UL•94H8
m RafixDWfxoow 2 LIGHT N-VIEW,WINDOW
.�, A55EMBLY "
EXTERIOR ELEV N
a,
' i ._ �2'MIN PROM-• a,
EDf.+E OF SNUTTER� 'EDGE OF,ACCORDION ~ o'
TIP.OR BOTTOM
SHUTTER BLADES •�5;5 ^
- RECTANGULAR
Wt DOW ASSEMBLY
Z BLADE W ROUNfl WINDOVIf
u N.T.S.
EXTERIOR EEE?!.. - E S
$NUTTER 9I ADESfON 5.. �. _2=8!'-- a
1.21
4
0.145'. 0145" os 3c5•MIN m
Q 0 TYPICAL �(To ; 0. O
1 s00'x coal O
tSd2 RECEIVE RECTANGULAR
i � `o WIHt3{IW ASSEFIBLY).
'
1.500'x 6:000'HOLE(TO RECEIVE - MAXtMUM OF 3 WINDOWS,_, ,
RECTANGULAR WINDOW ASSEMBLY) +"� 361 PER EVERY OTHER-BLADE
c
DRECTANGULAR WINDOW o °
NTS ', EXTERIOR ELEV Q J 3 DB
0.500•: Q.50p' o
� of -J_. (INT.) !t
3.5^MIN. CAECTANGULAR WINDOW N ` .. RECiANGt7LAR WINDOW NOTES:
- TYPICAL r- :ASSEMBLY* A O � "'145•' I.' THE RECTANGULAR WINDOW SHOWN IN all
Ll
,SI13 IS,MADE FROM GE XLIO.LEXAN WITH -
tE 0 0 355= q / ._:0.075•MINIMUM.THICKNESS: X
I. 'FRAME FOR RECTANGULAR WINDOW MAY HIM ,BA
o ♦ �� BE NYLON 6:pR POLYCARBONATE WITH A
1. ! 0.145° -MINIMUM THICKNESS OF 0.161'.AT COWwLLMN[LBF7AIMDOFE
L t _ TO BLADE WITH-(6)#4 SS SCREWS OR 15-2338
C0-
- BOLTS YJITN.NUTSr
SECTTONA=A. !AGED:-
!AGE DESCRIPTION:
BLADE W/ RECT. WINDOW s RECTANGULAR WTNDQ.Vii
EXTERIOR ELEV 13 N T.S. pf'TERIORELE•V` ��