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Approval
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e :.« :-���r..:;.-:.>�.�.e<.: -,:.i:._.:.._.:.'.,.• _^,.".:. .:.,:_: ...:.":� ' .... .._.>Application Detail
FL= _=L '=S;k r
App icalc E Ty_ Re.siGR
Code Version .
i-.DPH--ari3n Staals Aon F0,,;_s
Archived
Prod,ict Manufacturer TeY - •o p_ra i. d=z;%c_ _
cdre=�f�hprla/cr 31i 00 West Plc+Sae Road
r"t.-Lauderdale, FL 33309.
(954)4°3-8551
.tom_(-;tc-= ,
-lum.-or-t
4utherized Si n re _R12 6errand3
'franlc�eere>_xp.cc
_ Technical Rep,
esentaiiue Thomas B.Johnston
AddressJPhonefEmau 400 wrest hlcWab Rd.
erdale 09
Ft Laud , FL 333
(954)54) � 0-000g .:
tomec-alum.cem
Quality Assurance Represenn— e
AddresJPhoneJEmcil
Cepcy
... -... Subcategory. ... nFw 3i�F1 ..
'Com.p farce Method Evaluation.Repo:;from a Florida Registered Ar cni_Ect or a Licensed
lorida Professional:EnpinEer
�daIuauor,Report-Hardcopy Received
.�_-F' -id .Engineer:pr�rLhlte Iiame_��h .._::cL.SEnaardp,_P..E
develoDed:the Evaluation,Re-po rE _. ___. ...... __.. ._.
-
Fonda.moi--e,,se PE=0046549
----
} _, � &•-tf,3rtaoem•nt inStitU:E .. -
.. :Quality Assurance COntact Expirattor Date 1213111/2010 ... .-. ,.... ...
Validated By ORLANDO,L.BLAtSCO,r.E..
Validation y d c
. a•�atlon C;eckiist:-:Har �oAy R= _!
ired
. e. 'F- independence,
C ,r�Ll atepf
Referenced Standard and Year`of Standard)
Standard Year
ASTM E1886 20D5
A§TP E1:9916, 2005
ASTM c330 2002
��-.i�ondabuildi.Tar.oIrg/Ipr/'pr_a pp_dtl.a;px?l)aranrN;�GEVXQv -tDc1-\-�=k7�;H.'\luo�°b... 4 1='"'22016
riv:iva>3iu1u111`� L_oae �l,une Page 2 of 3 �
TAS 201-
TAS
01T AS 202 1994
TAS 203 1.994
n_e C,ProduCL Stand s
1- •=a?0Y FiC..=a Lice^52_ .:oieEs Cria( - near Arc-:.._2C
L
C
Ca:_al3daLet 04/2-9/2015
Cc:e Pendinc_ FBC ti - z 05/06i20",
DB.e r.p'' CVcG C'0122,'2015
-._. ..._._... ........ ............ ._........ ....._...................._._.:.. ......... ..........
:Summary of Products
,FL# "Model, Number or Name ;DescrlptEon
1;13757.1 i5.8 Accord:on S t ('LarG-2 `lg
512 Irnpa Resistan?t Accordion Shutter System
Limits of Use Installation Instructions
Approved for.use in HVHZ: Yes i
fl Approved for use outside HVHZ:Yes. V2 lea BvFrank L Benrar dc, P.E. PE0045549
Impact Resistant: Yes �rca.c 5 Ir.0 -2nd_n:Third?a.w:1'25
Design Pressure: WA �:Evaluatron'Reports l
li
I Other: 522 Esof Mien cr ati:,;nes forciio:vaSic
Combinations ani addiaonai iirr:.,aticrs v C ..CL'ad t nd z)en,.eCt Third Pa:--V:Yes
!io b S t:'19.r'r..SnJc.c' li!ssilc InivoC.-Resista :ACCordip^ S^ut"_,'CZ
c-o
_ _ _ y_ t^
TLimits of Use
Installation Instructions
Approved.for use in HVHZ:Yes _ - .-�� If
Approved for use outside.HVHZ:Yes Verified BY: Frank L Ben na-do, F.E. ?E00»5549 if
t ::
ii Impact Resistant: }'=sf Created by Independent Third Flart.:}'25
kDesign Pressure: fti/A (Evaluation Reports
Others.See installat !.draveinos for alp t-abf !'
kzsoan/pessure combinations ars ddi:ion_I liTnitations of r Created bv indepe.ri,,_-_Tnird Party: Yes
use
- r
l�i
!13i 57.3 - E.A. E_5ent al .aciiides Accor jion Ai "i"Um ar-.o'i s`.._E ter ao r c-v i' '� 1-1 e '
mt551,='
( ( E r use rrittt essental facilities and Wir:v Zone 4 i
{ 111 �:��p1lca:iCns- 'i
I=Limits of Use . Installation Instructions l
}Approved for use in HVHZ: Ic
(:Approved for use outside HVHZ:.Yes tp I I_c 6T r-a +t t Bennardo FE-0046545
.i_Impact-Resistanti_Yes -—--- -- -- -- 'Cr ate t r-Independent T`ttrd Pa �rty: z
_ -- - -- ---
Design Pressure: =110/-128 :Evaluation Reports. y
Other: See product&awing foraciditional „:.o:.!a,io L,
. ;a:'IChCrage, etc.- ._I i_are Cy JnCepa rd nt a.lxiro_Par•,-:a•es_
._.. -k1.•I�c.'' ,_�.-:rri,J:.^,ger.fm. ''Lr.-.'T:^ _ I _ _ S:a:=_ __ !'1 -- _ S„ C-c c
:_z7email=Jd- arc Y . Y2 ',,rx e-mail I_
nz r ,, t p -
!u _ - i n
B�-repro,icszz ma', o t:r.. n �. t zr
r__or_ Y= not =ns )_:vrc_,pt_a.,_:c..'-_e:he .^i_.,.with arz_m_! c. __5 c_n L_ ..:_.._aY,. ,._._ u._.
T_..e._.mine d ou am -..c_.�__un,e ar.apter- 5;=.-,Maas_ ci;-_ -
Product Approval Accr_pts:
http:'/YNAVNa•_ 7oridabuildin�r.org/` r-"pr_ap;�_d>1.aspx?parana=��GES Q� tDq��k?�13\1uo�1�... ?"l 1' ill 6
6!8 STREAMLINE SHUTTER
I FOR USE WITHIN AND OUTSIDE THE HVHZ
GENERAL NOTES:
i4o.4'69§
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING
In w
HIGH VELOCITY HURRICANE ZONE,AND THE
CODE, USELW THIN AND OUTSIDE THE
BUILDING CODE PC �INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM -UNLIMITED WIDTH QF,
%ANE
MEETS MISSILE LEVEL"D"AND INCLUDES ES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09.
0
SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. I SECTION
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE
INTE ATIONA
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE -TOP TRA&,,'
REIWII,REMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE dFLO A BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN wm�x i
PRESSURE CAPACITY VALUES LISTED HEREIN FOR AN ASSEMBLY AS SHOWN. > w
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/EI996/E330. a
tu '.0
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 1., U!
SAFETY FACTOR. z
5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND VIEW W
E PLAN Ul 3: 2
ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL CC F;g.
INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVINGJURISDICTION. 611 a -,
CRITERIA IS INDEPEN 0 uj s
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND uj
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN,
LL wo
7. DETERMINE'THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE
DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR cc
WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85
SHALL BE USED. 3:
8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC
SITE. I
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 w
PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER
61GI5-23 OF THE FLORIDA ADMINISTRATIVE CODE.
9 PROVIDED THE
10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTORvaR
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR
IN EITHER FORM OR MATERIAL FROM
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE a
s m
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. I
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL
DOCUMENTS i ' E PROTECTION LBOTTOM A,
12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE
APPROVAL DOCUMENTS THE BOILDING. HURRICANE TRACK
OFFICIAL MAY RETUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND
SEALED BY A LICENSED ENGINEER OR REG] WHICH DETAIL AND JUSTIFY THE
REGISTERED ARCHITECT 3:=1
DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRAFTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE 0 5
13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS
INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION
fi FORT LAUDERDALE FL
-ASTM E18R,E1996&E330 SHUTTER ELEVATION
MISSILE LEVEL D
TAS 201,202&203 N.T.S. EXTERIOR ELEV
FLORIDA BUILDING CODE APPROVED TABLE 2:
14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25
fi 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
I NON-HVHZ ESSENTIAL P'-5
ALUM.ALLOY. 9
16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ FACILITIES
BOX LOCK AT CENTER OR SIDE CLOSURE. Igg
A 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. SR .151
113. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS,USE REMOVABLE HUTTE
ABLE ANCHORS. SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS
19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". :5 3D'ABOVE >30'ABOVE :5 30'ABOVE >30'ABOVE
COATING FINISH. 118A
20. ALL DIMENSIONS SHOWN INCLUDE POWDERGRADE GRADE GRADE GRADE
A 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED.
22. SHUTTER MAY BE INSTALLED WITH UP TO(2 ADDITIONAL BLADES OF SLACK. 72" 2.1/4" 2-318"
23. SEALANT SHALL BE USED ON ANCHORS OR YIRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. --
99" 34121
TABLE 1: TABLE NOTES: 120!1 4-1/8' 2"
1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" . 4-718" 2�
ACCORDION SHUTTER SHUTTER SPAN SCHEDULE'ABOVE ARE
TABLE SPAN SCHEDULE E 2 NOTES:
MAXIMUM ALLOWABLE DESIGN PRESSURES LHVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA.
AT EACH RESPECTIVE SHUTTER SPAN. 2. NO"VHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY
POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FLDYUF- LASS IS REQUIRED FOR INSTALLATIONS IN WIND 15-2339
SHUTTER DESIGN DESIGN SPAN$IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM G THE HVHZ,PROVIDED THAT SHUTTER HAS A SCALE:
-
E BETWEEN THOSE INDICATED ABOVE,THE ZONES I THROUGH 4 OUTSIDE OF
SPAN' PRESSURESSURE PRESSURE DESIGN PRESSURES FOR THE Nexr HIGHER MINIMUM SPAN OF AT LEAST 30". 30"SHALL
(PSFI (PSFI SPAN SHALL BE USED� HAVE GRADE
SEPARATION FROM GLASS WHEN:5 30*ABOVE GRADE,AND 1-5/8"WHEN>30'
100 4. INSTALLATIONS IN WIND ZONES I THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN
i0o ABOVE GRADE. WEEN SHUTTER SPANS IS NOT PERFOR SPANS BETWEEN THOSE
9T 70 70 S. LINEAR INTERPOLATION BET W
INDICATED ABOVE THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED.
CCORDANCE WITH ASTM
V 120" 53 53 6. SEPARATION FOR 6LASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN A
144- 43 40
i
i
PROJECTION VARIES
}-0.115"2.874" 4.874"MAX. ` 01)
`51
•T I
. . .0 �?_ 0.080"
0 0.125" 0.062" 0.450"
1.708^ 708" 0.100' F-1.830" 0.062" n
0.100 0.08 0" (
0.0.63"
0.195" 0.125" 0.06 2"
i*i�1c'•0.096" 006000.070" o 2.820"
. 00300 00.6 0.062' .67 .
oll ' 1.993
0.630" .14
69"{ - 71" 0.09� }
�
�•^}-�'Qd'/'
r'
;
§
0060" `
" 7
00G 0"
0.062 *14
020T0.20010.143
1.069" - .09"- . 0.06 1 , Q 6rJ Q
tco wSUPPORT LEG OPTIONAL 0.200' `
x1.069 00,0 .
3 z
5.745"MAX.
1 WALL- -� 2 BUILD OUT WALL 3 STREAMLINE CEILING TRACK STREAMLINE WALL TRACK HEAVY HEADER/SILL
m 3 �
O O O O LITE HEADER/SILL o w
O`SCALE:HALF.SIZ O SCALE+HALF SIZE SCALE,HALF SIZE SCALE.HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE .+0-I O
WHERE SHOWN,SCREW BOSSES - a
w &FELT GROVES ARE OPTIONAL
ON ALL EXTRUSIONS
0.874'- }--2.655" 0.875•
2.795" .i I n0.510°
ry I O2.195" 1.230-
1.229'-
.2 3I0"
1.229• 105' 0.060"
�
2.655'0.7 0105" 2 6Q2"
. . .
1.069" P.069" �4.84"
rErWZOO7,
I Un 4.5I0"
0
0.105" 0.075"
4.510- 0.994"-" mM�O
0.044" 3•E 3 0
NOTE:TESTED THICKNESS OF 3 o
0.07
4.510"-� "-� DARE METAL W/0 PAINT IS 0.039" .R
a O a{
7 SILL g SILL ADAPTER EXTENDED SILLEXTENDED SILL ADAPTOR ADJUSTABLE SILL BOTTOM
P O O O 10 11 13 6-8-STREAMLINE SLAT/BLADE
g
SCALE,HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE y5C'ALE+:HAI!SIZE - �•I Iii 5
SCALE:HALF SIZE >- 1 L
C
0.080' 0.477" .570" . 60 510'
0.143"1 0.590" 0.341" 0 0.070"
1.700.814 0.143' _r_0.745-
0.096"
.245"
. E3gasY
I
•� 0 5'c ,kp„
0.060' dy 4E`
4.753"
-0.11 5" ®0.080^ 0.117. 6 ¢
o0 0
a�
4.510" 0.090" 'D0.096" t
ry I-6.166" I 0.080" }yg
0080"
0.044" 0.227" 0.682'F2..22"
0.630" 0.060 N II C &=9HTFRAWLAE�CWR9
PE
0.693"n 15-2339
NOTE:THICKNESS OF BARE
0.420"
_ METAL W/O PAINT IS 0.039" 1.625" SCALE: -
O 6.8 STREAMLINE STACK O RADIUS CEILING HEADER/SILL O 6.8 STARTER WALL SILL CLIP. O WALL SILL PAGE DESCRIPTIDNIDESCRIPTIONI
E 15
SCALE,HALF SIZE 16 SCALE.HALF SIZE 17 SCALE+HALF SIZE I B SCALE+HALF SIZE 18b
SCALE:HALF SIZE
N,
0.125" 0.610" STAINLESS STEEL 280i•f--}° NYLON WASHER OR rr r
1}' .h 0" ALUMINUM
T ASSEMBLY 0.357"
0. Sq" I�,jI.
0.320"0 HOLE `o 0.276°{--SI
oz o #10x7.-3j4'410 HT S.S.
e wa m INSERTS SCREW W/TC ULTRACOTE �- 0.591" _ o
0 0.880' 0 OS
NYLON
x.120"o IN.I.O COATING
r' �r TRACK (TYP TOP&BOTTOM) ry 0.062" $ l"• a a
Ak
f-0.240
1 NYLON BUSHING W/WASHER: �,_..._ I r�'Irr fiSIMp:'3
TYP.AT EVERY OTHER 0.750" 7/16"0 x 1/2"Ci INTERIOR JOINT TOP 0,154"-; 1'0.137" r�/I, U'S 0
�- 5-MAX.- j INSIDE 30INT AT TOP.; 0.870" 7/16"0 x 1"0INTERIOR JOINT BOTTOM t ILO J
CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR _
ANGLE HOUSING-ZINC DICAST,POWDER COATED
U
22 ROL''ER:ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT (9
SCALE,HALF SIZE s NOTE: MAY BE KEY OPERATED OUTSIDE SCALE:HALF SIZE Z ry
w�C^;AL'E*HAI:F-SIZE-=.:-�-;,-t' OR KEYjTHUMB TURN OPERATED INSIDE. SCALE:HALF SIZE W W 3
}0.250" 23 BRASS PUSH LOCK �ui 3 x
SCALE.HALF SIZE o W S: z
R0.155°
1.478"
wZ;u I---2.750^-".•--� oM �-2.000" 0.500"
�.j. o t- _}-S+G1A.75E^� �'' Oo., *`�t-6 I 0.6-0-7"u°�i.•n Iron M1m,�I"_'n.I2.15"-1
D W�+�oO
0,236" 40.267"
80.500" 4.000" 0.623" 1.710^
0.531" 031"
0.090" 0.319"
0.790" -0.2 " d12.242"
26
�O�O64"
13
0.092.2501118"' 0.607"
cl L"0250' \-
•
pry��4-
�<
Qre lno0.239" ,224" ""0'064460.240 * E2RAINGUARD DECORATIVE FLOOR TRACK 3.476" 0240"
0.1600O SCALE,HALF S1ZE 1.0010, .062' 0.176"
MALE BOX CENTR BOX CENTER
30UNIMATE^LOCK'=- 3 § mia�¢=HALF'SI2SCALE,HALF SIZE 3:1i,
a -11-0.062" �'� g
� a
5,500"x 13/16"WIpE
7j16"0 STAINLESS
$ STL,A =7" STEEL NUT 5P4
T 30
5
R�, n 0.125" 0.438"
l_ I I O.1B8" 5/16-18X1 MACHINE SCREW a 0.121^
a TYP. 5/16"0 INTERNAL STAINLESS STEEL H
1 �-}0.689" POWDER COATED,ZINC DIE-CAST THREAD s 1 a I 1 .1111
I 4.500" _ /} HEAD STYLE VARIES y, 1.050"1
DELTA MODEL 2022 A SECTION A 36 T LOCK ADAPTER��- 37 T-SCREW INSERT 3g THUMB SCREW ��@40c p
INDUSTRIAL SYSTEMS 4(OPTIONAL) SCALE:FULL SIZE SCALES FULL SIZE n o a.z54" 40 44b 4§
35 BOX LOCK SCALE.HALF SIZE J 0.319 END STRIP 1" a 4
m SCALE:HALF SIZE }--2.000"- 2" & 3" EXT
}-1.625"-} }--1.500"--} 'Illy' 0.125"
0.12S" HALF SIZE . d
{ 0.050" ( 0.043" I '
0.77.5" E
-j' I
0.005' o 0,125" 0WrM1RFR LEF/.)W0PF.
o
0.093" 15-2339
O.ZSO" `' O.OBS" m - -
E . 1 � SCALFt
1 L PAGF DESCRIPTIONS
j---- 7.000�� I 1 "ill
s 39 2X7 ANGLE 20- ALT `ALF-STRIP 21 1.5°x3"x LF SIZE
ANGLE 2g SCALEt HAL S+' ANGLE
SCAL'E+.HAEF'SIZE` SCALE,HALF SIZE SCALES HALF SIZE
ti SCALE:HALF SIZE
'x
ANY ANCHOR PER ANCHOR EDGE DIST. �` �•� Il•{y,/A//o��
q
SCHEDULE @ IB"O.C. EXIST NG DIST. .•�T(,`,1�JJgy r
GLAZING SEE END STRIP
Z N SCHEDULE FORM
4 'A •ANGLE EMBESPAN WHEN USI _
EMBED. 17 6 a~ (INTERIOR) LEG D RECITON 20,40a,40b OR C,
,71 IS; 17 GGG 4�3F 1/4" OR 6.8 STARTER TA It
m.;�
17 - MAX. WITH 21 OR 25. a%
MIN.0.062"THICK 6063-T6 ALUM.EDG30 ANGLE 1"x 1"MIN.TO 2"x S"MAX. 21 251(ANGLE LEG MAY BE REVERSED) // � e 3
DIST. JJ FASTEN ANGLE TO TRACK W/ f�lY..�6x"O
ANCHOR PER,ANCHOq/ (2)810x1"SCREWS AT >U LL W
L."SCfIEDVL�@ 18'O.C. CORNER,TOP&BOTTOM;AND U1 Q L9 @'
13 13 I 13 ATTACH TO 6.8 STARTER W/ u Dl s Z
13 812 x 1/2"GALVANIZED OR S.S.SMS, 812 x 1/2"GALVANIZED OR Z DS w
3 S.S.SMS,3/16"0 ALUM.POP ,N,,O 3 w
t 6.80" 3/16"0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE W w
USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18-D.C. ALTERNATE END STRIP DETAIL BOLT�NUT 4 18" AC 3 w-.3
(EXTERIOR) 5/16.16 TLiUMO SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE In ac 3
INSERT 37 AT 1/3 SPAN TO 2/3 SPAN SCALE,3"=1'-0" ANY TRACK W/ C,w"
FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. tip
g TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP To /
SCALE:3"=l'-0" 1•HEIGHT. PSF SPAN
1"010(2.71 62 08"
7 00"
82 94"
h
LR USE(1)BRASS PUSH LOCK I ® 112 80"
OR(1)S/16-18 THUMB 75"
SCREW Ip}�0 THREADED LOCKING DETAILS FOR 2"BIO(3.7') 62 95" SEE END STRIP 2 LL
INSERT (371 AT 1/3 SPAN CENTER MATES 72 80 w
BOTTOM OF SHUTTER. ® SCHEDULE FOR MAX. '
d ECEIVING HOLE SHALL BE 30 SHOWN TAI RANDOM 3•BID(4.7") 62 86" �1 K�
3/B"MAX WIDTH,UP TO 13 72 7g• p� 20,40a H4 bOR qOc,
1"HEIGHT. ® 7" 1 In 4 m
30 I T-. /4" OR 6.8 STARTER rn
Al(27�!0 62 ilo"
72 0 - MAX. WITH 21 OR 2S. o.-SU P
B 95` z m
xa 712 61 m
USE APPROPRIATEui76' STARTER STRIP TO � U1.5'x3" 45 93" PRONDE CLOSURE --`------���v
13 23 x0.093" 52 87,57 53-
60 81" BUILDING CONOI110N5. —
D O
a I ZI 4 8 FASTEN STARTER STRIP o S
INSIDE 7D _12"
a
3 ( 7 TO TRACK W/(2)it10x7"2"x3` 45 SCREWS AT CORNER,TOPZN o.1z5• _5;...... ALTERNATE END STRIP DETAIL b BOTTOM.SCALE,3"=l'-O" ANY TRACK W/SCREW
64BOSSES.
7
^ SILL g�a FOR GREATER SPANS OR LOADS THAN
I W SHOWN IN END STRIP SCHEDULE,END
Z:) I
STRIPS R USIN A yANC OR ON 1. THEANGLE EXISTING GLASS a ' fipg
N'. NID SPAN 1151Nf.ANY ANCI10R ON THE
LL O ?i 13 SCREWOR114-20 DOLT TO IID STRIP. ;p6a
" I USE(11 BRASS PUSH LOCK, 30 ow USE(11 BRASS PUSH LOCK (INSIDE) i
OR(11 5/16-18 THUMB
OR 111 S/16-1B HUMB 13 SCREW I O THREADED
SCgEW I 0 T READED 30 d INSERT (p37 AT 1/3 SPAN SILL si S♦ ,
m INSERT 1p7 A 1/3 SPAN z TO 2/3 SPAN FROM 7
,e TOTP 2/3 S'P'AN F TT g8g BOTTOM OF SHUTTER 1
BOTTOM OF SHUTTER. OUTSIDE
a RECEIVING HOLE SHALL BE ( 5
,h 3/8"MAX WIDTH,UP T yyyg
H 1"HEIGHT. 3 O X�+�
OTYPICAL OUTSIDE CORNER CLOSURE a
CCl DETAILS WO/CORNER POST � --- -- - - 35 30 11M
NTS \ 13 30 COPYWGHt FRNCTL.EEhTNMOPF.
E 13 `SILL 31 215 13 23 (OUTSIDE) 15-2339
6
USE(1)BOX LOCK AT 1/3 SCALEI -
SPAN TO 2/3 SPAN FROM PAGE 13lSCR1P1I0Nt
N BOTTOM OF SHUTTER
TYPICA I INSIDE CORNER CLOSUREFtj
CC2 DETAIL I W0 CORNER POST MULTIPLE SHUTTER ASSEMBLY
g NTS Lig SCALE,3"=l'-0" �^I
,A.
/1 P.E.
j Cl CONNECTION TYPE Iv /
REFERENCE ANCHOR EXISTING HOST 9Qgi4
SCHEDULE FOR MAX. STRUCTURE
SPACING =S '•,V[I �1 i D 5'y
i Cl CONNECTION TYPE 1/4-20 MACHINE BOLT
REFERENCE ANCHOR 1/2" W/NUT(la 12"O.C.OR ? 4 z
\ SCHEDULE FOR MAX. ® #14 SMS @ 6"O.C.
SPACING 1/2� (TYP.TOP&BOTTOM)
-O•:
2 FASTENERS ALUM. TUBE
EACH ANGLE 6063-T6 ALLOY I wF �i A
SEE TABLE A FOR SIZE. w No (51oR 66pR/ w '/// 1�1�� l
1"x 2"x 1/B" )lsJ( .J Z-' /� I '`E 0 3
ALTERNATE THRU BOLT _ �z- d i
OR 2"x 2"x 1/B" , Cl CONNECTION TYPE a
ALUM.ANGLE > _ REFERENCE ANCHOR MR GLASS rn _. `a
SCHEDULE FOR MAX. SEPARATION 13 w v 1.;14 ¢ Z,,o
THREE 3/16••0 ALUM. ° 13 i '� SPACING PER TABLE 2 H a w w Z =m q�w°
POP RIVETS OR GLASS = ¢m W i1w,Fi i§Ym
THREE 012 SMS,TYP. ° 17 7THRu
I \ OR DOOR IA m< 3 "'
3/16"1 ALUM.POP X r Nce17 RIVET OR#12 SMS Lw0wTABLE A(ca) @to o[.(TYP.Ii $RNZ FPRESSURE VS ALLOVIABLE LENGTH w�\ •�\C�D 6 ORN2'x2°ll e' Xx]1*41/8' MAY USE MALE ORmN �3PSF No B 0No O FEMALE LOCK-SLAT w oro
62 130^ 188' 13 ALTERI 7/4"MAX.FROM PIN LL
C5 CONNECTION TYPE
72 124" 179' O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR Cl CONNECTION TYPE GUIDE TO BUSHING
CC3 REFERENCE ANCHOR r�-1 WASHER(TYP.) tl
82 119" 172" NTS SCHEDULE FOR MAX, SCHEDULE FOR MAX. II I 19 '.3
a 92 114" 165^ SPACING I I 14x3/4"SMS 9"O.C.
128 Fes•$ °'
102 110' 160' L---�� ANGLE TO TUBE CONNECTION
l09" 19T
I�iO.SnOm
-' 150 TABLE B(cc4) EXISTING HOST EMBED. 606 ?T6 ALUM.TUBE Z
9r 131• 5 6 m
200 STRUCTURE O
BB' 119^ PRESSURE VS ALLOWABLE LENGTH 114"
EDGE DISTANCE 5 CONNECTION TYPE v
2'x2'x1/8' 3'x3"xll% REFERENCE ANCHOR
PSF WIR16/0
WITH B/O SCHEDULE FOR MAX.
SPACING
62 113^ 166" FASTENER(la 18"O.C. E 'g
7z lar lSr (USE ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION a
p 82 101" MT IN ANCHOR SCHEDULE). SCALE,3"=1'-0" m
G 92 95' 139'
n 102 90' 13P C• o
` I 120 i 83' 112'
6 I50 i 79' 109' m - 1. 1
w
° 3/16 RIVET OR#12 SMS 090"6063-T6 13 1- 3:w 0
2 (�1B"D.C. OR 1/4-2 ALUM.TUBE TYP. N EPARATSON = z" n
NUT&BOLT(TYP.1. 77F� PER TABLE ow"'
3/16"0 ALUM.POP 2 W
ALUM. TUBE RIVET OR#12 SMS ��
CLASS X --,
° 6063-T6 ALLOY @ 18"O.C.(TYP.) Y g OR OoOR ¢ 0 1- Q {{ EBC
SEE TABLE B FOR SIZE. 2"x 5"x 1/8" a L IA u St
2 FASTENERS x CONTINUOUS f
EACH ANGLE ALUMINUM ANGLE c¢ rg
m 1"x 2"x.093"6063-T6 OPTIONAL ANGLE INSIDE
ALUM.ANGLE,TYP. THREE 3/16'SD ALUM. ORIENTATION TYP. 3 16 ep
o POP RIVE OR 17 17 w 6e$@
17 THREE#12 551 MS,TYP.,
. 0 0 I"x 2"x 1/0'I
OR Z"x 2"x,1/8" 4 CONNECTION TYPE
\ 13 ALUM.ANGLE ST REFERENCE ANCHOR
USE MALE OR FEMALE I SPACING SCHEDULE FOR MAX.
LOCK-SLAT CCPYFJWFRWL9FNw+"PE.
EXISTING CONCRETE,
13 BLOCK OR WOOD FRAMING 15-2339
13
(OUTSIDE) EE
INSIDE SILL MOUNT SECTION
PAGEEDESCRIPTIONI
#12 x 1/2"GALVANIZED SCALE 3"=1'-0" _
OR S.S.SMS,3/16••0 ALUM.
CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,OR 1/4-20 SIDE CLOSURE OPTIONS rill
I MACHINE BOLT&NUT SCALE,3"=V-0"
Cal 1B"O.C.
& I I
x
i i
• I I
I I
j C5 CONNECTION TYPE a6 ANN I/
w REFERENCE ANCHOR EXISTING •'• '9i9 //
Qo SCHEDULE FOR MAX. STRUCTURE ,O`, E ^'
SPACING "j`
GLASS Row^j GLASS w Cl CONNECTION TYPE 5 MAX, 1/4-20 MACHINE BOLT
OR DOOR Fw,v N y OR DOOR w w❑j REFERENCE ANCHOR 19 W/NUT CA 12"O.C.OR
F. �_ F- SCHEDULE FOR MAX. 014 SMS @ 6"O.C.
=w a MR 73 M N w w SPACING 1/2•, (TYP.TOP&BOTTOM)
MR 13 h-w W GLASS --Z w m /2'• $- T oQFm y:
1/4"-20 THRU BOLT W/ GLASS X m EPARATION o w Q O • �ff",'
fV`
LOCK NUT 12"O.C.OR EPARATI Q=w Q 1114 x 1/2"SMS Cal 12"O.C. PER X w Z 1- w F
12 x 1/2"SMS C@al 12"D.C.E.S. PER E F-h I- OR 3/16"B ALUM.POP TABLE 2 Q o a o In [S)OR(6)OR/ - �
OR 3/16"0 ALUM.POP TABLE 2 Z 1- RIVETS Cal 6"O.C. OR 1/4"0 L m w o �3 OR f�6 J / u_ 0ALUM.POP RIVETS @ 12"O.C, Q I o.CRIVETS @ 6"O,C. E.S. ,�][ 1Wx
R 1/4"0 ALUM.POP RIVETS / w j 11 AND 3O 1=.w j U LL w
MN.GLASS
@ 12"O.C,E.S, - ASSEMBLY 1/4"MAX.FROM PIN w I- fj1 Q¢o l7 a
MAX.FROM PIN 1/2"TYP. GUIDE TO US ING SEPARATION 13 F m= U y uml�q W p o
O9 AND 10 GUIDE TO BUSHING WASHER{TYP.) PER TABLE 2 7 ut w w r.l❑¢ 5
ASSEMBLY WASHER 1T'YP.I w ASS =x Z Lii J .-..�a 3
/ GL
1/2" 1/2"TYP. EXISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR— y~O w<
3�, a
w "/�"
BLdCK OR WOOD FRAMING EDGE REFERENCE ANCHOR a Z¢Q~ w m 3 m
y w 4 CONNECTION TYPE DIs SCHEDULE FOR MAX. i a - wREFERENCE ANCHOR SPACING v/ EDGE SCHEDULE FOR MAX.kDIS SPACING AS SHOWN
IN DI GRAM ON PG,9 U ~_
�' 11//1GGJ11 3 CONNECTION TYPE {l ❑ IA R.11 6 OR �n
'? REFERENCE ANCHOR I EXISTING CONCRETE, w ❑ v'3 0 6 :^.I
SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 1/4"MAX.FROM PIN
SPACING.ALT.FASTENER Cl CONNECTION TYPE / GUIDE TO BUSHING
/ ® LOCATION.FRONT ANO ,'
\ 1/4" FROM BACK AN N07 REDJO O INSIDE MOUNT SECTION REFERENCE ANCHOR i/ O WASHER(TYP.) 149 k w
WITH THIS LOCATION B SCHEDULE FOR MAX, i9
PIN GUIDE TO � SCALE.3"=1'-0" SPACING 5 CONNECTION TYPE (►V�$ m
BUSHITYPING WAVIER O INSIDE MOUNT SECTION REFERENCE ANCHOR rn rn a n
SCALE.3"=1'-0" SCHEDULE FOR MAX.
EXISTING CONCRETE, SPACING ob°A m
BLOCK OR WOOD FRAMI EMBED. O Z�
BUILD OUT MOUNT SECTION a
.6 TYP, BOTTOM j EXISTING CONCRETE, SCALE.3 1'-0"
6 BLOCK OR WOOD FRAMING
EXISTING a
m NOTE.FOR DETAILS A.B.D,AND E ON THIS SHEET, EDGE 1ST 4 CONNECTION TYPE STRUCTURE
THE BASE TRACK MAY BE INSTALLED IN SECTIONS j EMBED.
a WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS w REFERENCE ANCHOR ". CONNECTION�TYPE
A MINIMUM OF TWO SETS OF ANCHORS AND IS A m SCHEDULE FOR MAX. 1`"—REFERENCE-ANCHOR O o
MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK W SPACING SCHEDULE FOR MAX. L �c
USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING
3 16 s
I OVER THE GAPS BETWEEN SECTIONS. j j 1/2„ /l.,pO L 1
L6 LL N Fw w w
8° GLASS
oS F >> ?•
OR DOOR MN
w 012 x 1/2"SMS @ 12" EPARATI GLASS13 = In
T
O.C.OR 3/16"0 ALUM. PER :n ppm IIII 13
�w 7 POP RIVETS @ 6"O.C. TABLE2 ❑ F- GLASS OR ll ❑ 0:'c
5 I-;w T.0 W OR 1/4"0 ALUM.PDP Q m< DOOR— MR GLA N Fz-Z u m u /ieg
$ MN GLASS 13 ==Z RIVETS @ 12"D.C.--- E N PER TABLE 2 Z o w FQ- ;!
m SEPARATION N�to 2 W< w C�o a o�`3� S�
PER TABLE 2 X Z❑Z t- )_ D.
O7 AND OB
1/4-20 S.S.MACHINE Q o Q 1/4"MAX.FROM PIN "w@
SCREW L NUT @ U m ASSEMBLY 1/2„ 1/2" GUIDE TO BUSHING Q 2 ,E q
12"O.C. TYP. WASHER(TYP•) w F R e
GLASS ❑ In
1/4"MAX.FROM PIN
OR DOOR Q 1/4"MAX.FROM PIN m w ❑ 4 WASHER I BUSHING
E
X GUIDE TO BUSHING M1 CONNECTION TYPE 1/2"` GUIDE R BUSHING
WASHER(TYP.) EDGE REFERENCE ANCHOR
aEXISTING CONCREDIST.TE, SCHEDULE FOR MAX. WPmNH;fiffP.VC(L 90auAWPF.
r BLOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN �2 CONNECTION TYPE 15-2339
FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR
OR I . BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALE:
- "x 3"x 1/4"CONT. 3 CONNECTION TYPE 012 x 1/2"SMS @ 12" SCHEDULE FOR MAX. SPACING PAGE DESCRIPTION.
c 063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"B ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE,
LOCATION.FRONT AND
POP RIVETS 6"O.C. BLOCK OR WOOD FRAMING _
AY BE REVERSED SCHEDULE FOR MAX. (a BACK ANCHORS NOT REQ'D
h S SHOWN GASHED) SPACING OR 1/4"B ALUM.POP WITH THIS LOCATION
^ pO WALL MOUNT SECTION RIVETS @ 12"D.C. O O
CEILING / INSIDE MOUNT SECTION �~~ aS9
SCALE.3"=1'-0" j SCALE,3"=1'-0" F WALLBUIrD QU
SALON a-,
S SCALE-3"=1'-0"
I
MN 13.AS5 fJitll IYIfQ/ X00,P.E.
GLASS SEPARATION z \\ rFrEetul Lj(� /q/
OR DOOR PER TABLE 13(30 \ %+:}•+ ,//�i,�
D[w y
W
u N GLASS OR y ••, f: /��
1-Q DOOR /
zwQ LASGS OR O.
=
U(N 0. DOOR MN.GLASS
Mtn r, SEPARATION p °
<=W MN.C1A55 w w PER TABLE 2 A•, A C '^'/�j(�j
• rEPARATI.NJ it
Z; PERT BLE 2 r w a a W O�', •`V
In J
1 z W :1
N
to
j 13 Lu
X wttN 13 N ��1zi IIpp- QW"U' `•
f-w - /z 1 1/4"MAX.FROM PIN GUIDE E J o Q Cl CONNECTION TYPE a o w z $m w°
w REFERENCE ANCHOR z Z 1v z
TO BUSHING WASHER ITYP.)' 2BW25
Q N SCHEDULE FOR MAX. v a W
TWO 1/4"0 WOOD SPACING Qw 3r 3
LAG SCREWS H " NNECTION TYPE A} � .z5o•• o WO.C.MAX.WITH 2" LuTHREADED PENETRATION ENCE ANCHOR .l'T"INTO CENTER OF 2X STUDS ULE FOR MAX.
NG I-
EMB."T' 14 5M5(nl MIDSPAN BETWEEN E / �7 ' IB
STUDS FOR TRACK TO 1 x 4" / / yING HOST STRUCTUREPLYWOOD& TUBE CONNECTION i m
STUCCO FINISH 1"x 4"x.125"
6063-T6 ALUM.TUBE
O DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL Nva
THIS DETAIL TO BE USED WHEN STUD SPACING SCALE,3"=1'-0" F$
d EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. SCALE.3"=1'-0" N rnS¢N
OWALL MOUNT SECTION THIS DETAIL MAY 'awl
SCALE.3"=1'-0" ALSO BE USED Iii ov
AT TOP
� V Q
R I m E
C O
ACCORDION SHUTTERid
3o S
PERPRODUCT APPROVAL Fw- o —GLASS W
`D SEPARATION OR DOOR —13 ' in MR GLASS N
N
It PER TABLE _ ,I
APPLICABLE AT TOP Z EXISTING WOOD IG-0.421 • a
W
3
AND(OR BOTTOM X Z TRUSS OR RAFTER
Q 0. XQ a @24"MAX.O.C.
g
2"OR 3" Y w F VI EXISTING FINISH
MATERIAL
g 1/2"MEN.- 5 6 1/4"MAX.FROM PIN GUIDE 2"x 5"x 1/8"6063-T6
TO BUSHING WASHER(TYP.) ALUM.ANGLE W/THREE m o
a
2"x 3"x YY"x CONTINUOUS OR 2.175" 8
2"x 2"x Y."x CON TWUOUS 1' 3 6 1/4"TILE(TYP.) 1/4"0 WOOD LAG
6061-T6 ALUMINUM ANGLE
FINISH MATERIAL SCREWS WITH 2-3/4" ua�
'I 3/4"PLYWOOD MINIMUM THREADED I ,
0.9"MIN.THICK 6061-T6 ALUM TRACK X PENETR."T"IN WOOD p 5 6
ANGLE FASTENED TO FASTENED TO ANGLE WITH 1/4-20 —1/4"0 A325 GRADE THRU BOLT(oT 7"O.C. EACH RAFTER OF TRUSS, g
MACHINE SCREWS AT 3"FROM ENDS S !'• OR 5/16"0 A325 GRADE THRU BOLT(1° 12"O.C. 24"O.C.MAX.WHERE
EXISTING 3 KSI CONCRETE -- ALV.OR S.S. ANGLE EXTENDS BEYOND
AND 9"O.C.FOR THE BALANCE
HOST STRUCTURE WITH A' �_ 1/4"O ELCO ULTRACON TO CONCRETE/CMU 6", EXTEND ANGLE TO
LAST TRUSS MORE THAN ¢ E @
'A
Y4"0 FROM
M E DS AND
AT k w a
EXISTING CONCRETE HOST S. O.C.W/1-1/4"MIN.EMB, tt r w 81
3"FROM ENDS AND 4°O.C. 2-1/2"MIN. NEXT TRUSS. a
STRUCTURE(3000 PSI MIN) i •. OR 1/4"0 LAG SCREW 9"O.C.W/1-7/8"
g FOR BALANCE WITH 1%a" = r w 0 0
MIN.EMB. IN WOOD SG=0.42.TO 0.55. I-IA=w•- liffig I
MIN EMBEDMENT ANO 2Yz" MAX.DESIGN LOADAT 5'-0'MAX SPAN: N w W @@@ REGE DISTANCE, f62P.S.F. EXISTING CONCRETE, "v 13 = 21 YR
STAGGERED WITH 3"MIN. HOLLOW BLOCK OR N O N Q [OPDIGl111WNNLa:JtU1C10PF.
MAX,DESIGN LOAD AT 6'-0°MAX SPAN: WOOD FRAMING.SEE
' 2"x 5"x 1/B"CONT. Q W o a r 15-2339
SPACING,TYP. :52 P.S.F. ANCHOR SCHED. '•r ALUM.ANGLE(6063-T6)
E BASED ON TYPE OF E 0
Ha BUILDOUT MOUNT STRUCTUREU N SCALEI
SCALE NTS (MAX.DESIGN LOAD:72 P.S.F.) Q PAGE DESCTUPTIONI
PASS THRU DETAIL
Hb SCALE 3"=t-0 O TRUSS MOUNT SECTION M SCALE:3"=1'-0"
I
I
i
EXISTING HOST ALT.LEG DIRECTION
STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8°MIN ♦ I Q7
12"MIN FROM EDGE OF ACCORDION EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM •�•:••• ��i
EDGE OF SHUTTER, SHUTTER BLADES ROUND WINDOW 1• i�
TOP OR BOTTOM ASSEMBLY I 1/2" SPACING,AND 3"MINIMUM EDGE DISTANCE S �1.4Lw.•�
.I AX (2)6063-T6 ALUMINUM
ANGLES PER BEAM END,SIZE
1/2" PER SPAN TUBE SCHEDULE
EMBED. _ SPAN TUBE PER
ACCESS HOLE DESIGN SCHEDULEy�p; A ()�,.• •'c
EDGE OF ACCORDION i z 1/4-20 MACHINE BOLT W/NUT 12°O.0 OR!714x3@4"SMS 6"O.C.
0•• f�5gyp
SHUTTER BLADES / i���' 7F'P1' �♦
3.5"MIN
TYPICAL m __ I/2"MAX. .. ''22j7/ 7 �g',a� ♦X�♦A
3"MIN 3 16 m 1;1U W€€
2,875"0 HOLE(TO RECEIVE EDGE z=G UI 0
ROUND WINDOW ASSEMBLY) DISTANCE MIN.GLASS 13 ~ X $cl$w
MAXIMUM OF 3 WINDOWS E%ISTING SEPARATION w p Z 0 ?�
PER EVERY OTHER BLADE GLASS OR tSo O W
DOOR y o u to x
LIGHT-N-VIEW WINDOW ��I- 3"MIN EDGE 1/2°MAX aw¢ �oi0
f
O 1-
a N.T.S. EXTERIOR ELEV LL r o DISTANC __ L B,
5 6
w a Z Z 3 16 1/4"MAX.FROM PIN GUIDE n
O G TO BUSHING WASHER ITYPA „1
n ACCESS 1/4-20 MACHINE BOLT W/NUT @
1/2" HOLE 12"O.0 OR#14 x 3/4"SMS 6"O.C.
2.875"0 HOLE TO SPAN TUBE PERw-G E
RECEIVE ROUND
EMB �MM1�IV�VVi g
WINDOW ASSEMBLY ED. -;, DESIGN SCHEDULE ne 0
1/2" (2)6063-T6 ALUMINUM F-a
PAX. ANGLES PER BEAM END,SIZE w-Y Q M
A I EXISTING ,_(_ PER SPAN TUBE SCHEDULE o;p n§K
STRUCTURE SCHEDULE FOR REQUIRED NUMBERS O-m j<�Q
HOST 1/4'D THRU BOLTS SEE BEAM z $ tyy
a 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8°MIN m E
EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM = Q
8 0.125" -((-
0.125" SPACING,AND 3"MINIMUM EDGE DISTAUCE �,♦/.• w
0.032" 0.032"-{�-� i
j MAX.DESIGN LOAD=t 72 PSF o
0,196" SPAN TUBE SECTION
` q J.N.T.S. VERT SECTION11 ..^ o
R / \ SPAN TUBE SCHEDULE
7 1 ALLOWABLETUBE NUMBER OF NUMBER OF
ANCHORSPER MINIMUM ANGLE
I I J ROUND TUBE SHUTTER SPAN THRU-BOLTS ANGLE LENGTH
+ SIZE SPAN _ _ ___
EE 5 WINDOW TOP� BOTTOM TOP OOTTOM TOPS OOTTOM TOP_ BOTTOM
/ } ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE p ,� gg�
123.8' 135.7' 2 2 2 3
E // a 0.125"
96" .-101.7' 106.8" 2 2 3 ... 3 7-
74
123" 09.9' 94.4" 2 2 3 3 7" 7" zz $j
2"x8'x 60" 12fl.1' _157.0" _2_ 2'' -2 3__
4" 71' p Si St 9
B6" 114.8' 124.1
/ 0.125' 123" 1028, 109.6" 2 2 4 4 10" 10"
>r I ' _138.0' 198.9" 2 2 3 3 7• 7-
O
.IBB"02.875" (13.250" l�f O.IBB" � ( I 0.125' 06" 122.7' 155.7" 2 2 3 q
• I I 123" 115.4• 137.6" 2 3 4 5 10" 13" d p
2'x10'x BO' 150.1' 240.0' 2 2 3 4 7" 10' @a
98" 140.6' 229.9' 2 3 4 0 ---10'' _T6'
LIGHT-N-VIEW WINDOW / 0.1075" 123" 1322' 203.1 J - _4_._ 5______7- 17^ 19" 2«a8
\ Q:PIPI HTFIU/IXLBVPLgWPF.
9 N.T.S. SABIC PLASTICS SLX 1431T-UL-94HB // SPAN TUBE SCHEDULE NOTES:
1. x3'xl 4 0 "x'x/4"ANGLES FOR 2"x5"&2"x6"BEAMS. 15-2339
2. USE 2"x5"x1/4"ANGLES FOR 2"x8"&2"x10"BEAMS. scale:
s 3. USE BEAM SCHEDULE FOR DETAIL 3/8. pace DESCRIPTION:
4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER
CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS.
F5SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND
2 BLADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(IN
. CLUDING SPANS, X99
' ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS
N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.
r 8 6. LAP BEAMS ARE NOT ALLOWED.
$ 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM.
I ,
F
ANCHOR SCHEDULE: CONCRETE
215"MIN EDGE DISTANCE
Spans J7.5.' 9.5"
o W-0" i $pat55iVOTo'.8'13'1 SRans Up Tp 12'•0" •" �' 1� O
h LOAD COYpE i 12�FCbNN'TYPE� CONN TYPE l
(_) ANCHOR (psl) CS iC C4' - Ci rCZI C3 C4 909 GI C2 C3 C4 CS ((T]q
(J4.ITW TAPCOtJ OR�ELO4 939 16.0',16 0. "16.0"16:OM 6 0 t6:0419.0" 13.0"I6!02 16A" 9.S" 5.5"
(ILTRACOI)WITti{i"3J..'} _53 16.0"16.9- "34.5"16.0 6 0 12.0" 7,6 fO.S"56.0"15.0" 7.5" 4,5" 7.5" 10-5"
EM13E0'(3192psI'M[(i CONC} fiz i6 0 56 0 i2.5"16.0 6 0 9 5". S.5" 8_5" 15,0"15_tl" 7.S" 4.5" 7.5" 10.5" 7 /@COMBINATION
' 70_160"13.0" 11.0" 16__0" .5" B.0'4 5.0" 7.5" 11.5"35.0" 7,S" 4.5' 7.5" 10.5" 2 x S(TYP
100 55A" 7.5" 7.5" 10,5" 5.0" ZS" 4.5•" ZS" 10.5"15.6" 7.5'• 4.5" 7.5" 10_5" 9 / 10 COMBINATION `'''''7//
7(A"MIUENtWd M0.LfA5T 43 16.0"16.0" "16.0"16.0" Ea.16.0" 9.0" 13.5"t6A"16.0" 8.5" 5.5" 9.0" 13.5" 7Z
WITH 1-3/4"EMBED(3275ps1 53 16.0"16.0" "15.0"16.0" 6.0"11.0" 7.0" 20.5"26.0"23.5" 7.0" 4.5" 7.5" 9.5" b
MIN CONCRETE) b2 16.0"15.0" 13.0"16.0"16.0" 8.5" 5.5" 9.0" 13,5"13.5" 7.0" A.5': 7.5" 9.5" 0 �+�L .�V W a
70 36.0"1.2.0" 11.0"160"14.0" 7.0" 4.S" 8.6" SO.S'13.5 7.0 -0:5" 7.5 9.S" U
100 115" 7.0" ' 7.51' 9.5" 13.5" 7.0" 4.5" 7.5•' 9.5" 13_5" W +�'t0 W1/4"F.LCO CRETETLEX SS4 43 16.0"16.0" "lbA"16.0" 6,0"56.0"13.5"16.0"16.0"16.0"52.5" 8A" 13.0"16.0" 1 x 5 TYP. 2 x$ TYP. WW/2"EMBED(3350ps1 MIt7 57 16.0"16.0" "16.0"16.0"16.0"16,0"10.0IS.S"16,0"16,0"10.0" 6.5•' 11.0"14.0"CONC) 62 160"16.0" "16.0"_16;0" 6.0"22.5" 8.0" 13.0"26_0Sb.O10.06,5" IS•0"14AVat_70 16.0"16.0^ "16.0"16.0" 6.0"10.5" 7.0" 11.5"15.0"16.0"10.0" 6.5" 11.0"14.0 w�,,'
ay^ 100 16.0"10.0" G.5" Ii.O"14.V' 6.0"10.0' 6S" 11.0"114.0"116.0"110.0"16.S" 31.0"L4.0"
Iy J 1"MIN EDGE DISTANCE NOTE, "S"INDICATES ANCHOR SCHEDULE SPACING. ~O a
c1 Gz C3 Ga c5 ci cz c3 ca cs ci Gz c3 c4 c5 SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE:
p 1/4"ITW TAPCON OR ELCO 47 i6.o_"16.0" 7.5" 8.0" 16.0"16.0"16.0" SO" 5.5" _16.0;'16.0" 9.0" 3.0" A.0" 14.0" - C2 CONNECTION TYPE USING PIECE QO WITH OUTSIDE ^
'7+ ULTRACON WITH 1-3j4^ S3 26.0"360" SS" 6.5" 16.0"16AF 12.0" 4.5" 26.0 24S" 7.5" 50.0 AN ONLY ^
m EMBED(3192ps1 MIN CONC) 62 16.0"15.5^ 4.5" 5.5" 16.0"16'.0" 9.0" 4.0 14.5"14.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE OB WITH
70__16.0"14,5" A.0" 5.0" Ib.O" 5.0" 7,5" 31.0"14.5" 7.5" 1Q.0" OUTSIDE ANCHORS ONLY
,_.. .. .100 14-.5" 7�5"`%f���f��'10,0" 4.5" 7.5: �j10.0"14.5" 7.5" X10.0" to.��
1(4"FIILlEN1UM MSLIFAST 43 16.0"16A"11,0"13.5"16.0 ]3_0" 16.0"13.0" 7,0" 4.0" 6.5" 10.5"
WITH 1. 4'EMBED(3275pst 53�16.0"16.0" 8.0"11.0"16.0"16.0" 9.0" 5.0" 7.S" 16.0"]0.5" S.5•• 5.5" 7.5" ANCHOR NOTES:
b MIN CONCRETE) 62 16.0" us' 6.0" 9.0 16.0" 3.5" 7.0" a.0'" 5.5' 5.5" 7.s^ 1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERFBBIING ANCHOR SPACING v~,mit<m
70 16.0" 4.5" 5.5' 8.0" 16.0" 1,5" 5.5 5.5 8.5" 5.5" 5.5" 7.5" ONLY,ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE p "e O M
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" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). }�11 n:
d, V 5-1/4'MIN EDGE DISTANCE V z m<4 w7
1/4"ALL-POINTS SOLID-SET 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL,
3 ANCHOR W/718"EMBED& Cl C2 C3 C4 C5 C1 C2 C7 C4 CS Cl C2 C3 C4 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR -R
i/4-20 SS F)ACHINE 5CRE4Y 43 i6A"16.0" 8.5" 10.5 l6..0"56:0"]2_0" 5.5" 7S" 76.0"12.5" 6.5" 3.0" 5A" ]O.D° EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER m E
7 - THAN OR EQUAL TO SHUTTER SPAN.
(3000ps1 MN{CONC) 53 16.01'15.0" 65" 8.0" 16,0"16:0" 8.5" 4'.0" 6,p" 15.5"10A" 5.0"r'/j� 4.0" 7.0" („�V.•�- p
62 56.0"11.0" S.0" 7 0" 26.0" 2:5" 6.5" 3.5 5.0" 50.0"k0.0" S.0" 4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. g
•� 70 160" 9.0" 4.5•' 6:0" 16.0" 0:5" 5.5" 3.0" 4.0" 8.0" L0.0" 5.0 4.0" 7.0 4• EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE
m 100 10.0" F_ 4b"__7.0" IO:B't 5,0" 4.0" 7.0" 30.0" 5.0" 4A' 7.0 BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER y
p 1/4'ALL-POINTS SOLID-SET 13"M[N EDGE DISTANCE _ ANCHOR TYP BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE
-� ANCHOR w(7j8'EMB FA& CI c2 C3 CA C5 C1 C2 C3 C4 CS C1 C2 C3 C4 c5 CONNECTION, PE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF
1/4-20 SS MACHINE$CREWF4316.0"16.0"16.0"116.0"116.0" 16:0"16.0"11.5"160"16y0"16.0 11.0"17.0" 11.0"16.0" CONNECTION TYPE.
(3000ps1 MIN CONC) 16.0"16_0"13.5"26.0"16.0"16'.0"14.0" 8.5" 13.5"16.0';16.0" 8.5" 5.S" 9.5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE
I .5"56 " 6:0"11.0" 7.0 11.0" .00" 8.5" 5.5" 9.5" l2.D" ONLY.16.0"15.0" 0" 6.0" 10.0"13.0"16.0" 8.5" 5,5" 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURETHE ANCHORS ARE INSTALLED
16.0" 6.5" SS" 9.5" l2.0"i6!0" 8.5'" 5:5" 9.5" i2.0"i6A" 8.5" 5.5" 9.5" 17..0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT
DE STUCCO OR OTHER
I" 1j4"POWERS 55 DROP-IN ?•5/8"
IN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO N07 1NCLU S 0
WJ)14.20 SS BOLT AND CS C2 C3 C4 C5 C1 C2 C3 C4 C5 Ct C2 C3 C4 CS FINISHES. _ u
1"EMBED(30tlopsl MIN �1316.0"26.0"24.0.' L6.0" 26.0" 6'A" 14.0" ea" 12,5"160"14.0" 7.5'• 5.0" 0.0" 11.5" ' 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONSioCONC) 164,5" 14A"16.0" 60" 9.5" 6:0" 10.0"l6.0"11.5" " 4.0" 7.0" 8A" VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADEQ$UffE WOOD FRAMINGMEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD 1 ACCEPTA13LE ONLY FOR12.5" 7S" L2.016A"14:5" 7.5" 5.0" 8.5" 11.5"11.5" 6.0" 4.0" 7.0" 8.0" SIDE CLO§URE PIECES.• 26.0"10.0" 6.S" 10.5"16.0"12:0'" 6,0" 4.6" 7.5" 9.0" 115" 6.0" 40" 7.0" 8.0"-W' - 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER
11.5" 6.0" 4.0" .O" 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" 9
3 312"MIN EDGE DISTANCE EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL ¢ '�
1/4"POWERS SS DROP-IN --- - - HAVE PHILLIPS PAN HEAD OR HEX HEAD. pg
W/1/4.20 SS BOLT AN Cl C2 C3 C4 CS �Cl C2 C3 C4 C5 Cl C2 C3 C4 CS ¢
2°EMBED(3000psi MIN 43 26.0"26.0"15.0"16A"56 0"16.0 k4.5 9:0" I3.5 56.0 55.0 7.5" 5.0" 9.0" 22A" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 2/2"ENGAGEMENT OF THREADS IN Jan
CONC) _53_16.0"16.0'_20.5" 15.0"16.0" !6!D"'10.0" 6:5" 10.5"16.0"12.0" 6.0" 4.0 7.5 8.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAP,TRUSS HEAD,OR WAFER G ;E 3t
•� 62 16.0"13.0" 8,0" 12.5"2626^0"�5i4" 8.0" Sl0" 9.0" 22.0"12.0" 6.0" 4.0" ?.S" t1.9" HEAD(SIDEWALK BOLT),U.O.N. d'2
ry-� 4
11.0"16.0" 2!5" 6.5" 4.5" 1.0-1-F97,51 12.0" 6.0" 4.0" 7.5" 8.5 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. `� g
300 120" 6.0" 4.0" 7.5" A.5" 2'A" 6.0" 4:0" 7.5" 12.0" 6.0" 4,D" 7.5" 8,5' e
2'MIN EDGE DIST NCE * DESIGN WASHER HORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, tarywoRt�" L,BIlOURW P.E
012 SMS W/2"EYEWALL CS C2 t3 C4 C5 CS C2 C3 C4 C5 Cl C2 G3 C4 CS
AR14OR INSERT W/2"EMBEDr70
16.0'•16.0"11.5"14.0"16.0" '6:0"16.0" 7:5" 10.0"16.0"16.0" 9.0" 4.5" 65" 13-_5'• 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED 7N ANCHOR SCHEDULE. 15-2,339
(2000pst FUN corvc) 16.0"16,0" es^ 11.0"16.0" 6a"t 11.5" 5:5" e.p" 16.0"14.0" 7.0" 3s^ ss^ 10_0" 12. WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO160"25.0•' zB" 4.5" i6.o° '6:0"!9.0° a:9• b.S" 14.0"ia.0° 7.0" 3.5" 5.510.0DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL 16.0"12.0" 6.0" 8.0" 16.0" 4:S" z5" 4!0" 6.0" 10.5" CONCRETE SCREWS TO HOLLOW BLOCK
14.0" 7.0" 3.5" 5.5" 10,0"'14:0"'7A" 315" 5.5"12SMSW(2.75^EYEWALL16.0"160"1G.0"16.0"1G.0" 1610"I1G.0"10.014.016.p"ARMOR INSERT Wj 2.5' 36.0"I6.0"12.0"16.0"1b.0" 6.'0"15.0" 725" 21.0"16.0"26.D 9.0'• 5.0" 8.0" f3.,� EMBED(2000ps1 FII CONC) 16.0_'16.0" 9`5" 13_5"I6.0"]610'4 11.5" 6;5" 9.5" 16.0"16.0" 9.0" S.0" e.0" 13.0"i6A"16.0" 8.0" II.0" 23.0"
116.0"19.01,
S
ii
I
It �
i
i
i
O4 All/;.E.
ANCHOR SCHEDULE: CONCRETE (CONT.) bNNg9o,,��
j 2,-3/16"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE ' 7
G LOAD
Spans Up To 6'•0" � Spans Uy To 8'-3" spans UD To 32'-0" Spans Uv To 6'-0" Spans Uy To e'-3" Svans UD To 12'-0"
0 ANCHOR (psN CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE
Cl C2 C3 C4 CS C1 C2 C3 C4 CS Cl C2 C3 I C4 CS Cl C2 I C3 I C4 CS Cl I C2 C3 I C4 C5 Cl C2 C3 C4 CS
. . " ,. .. 7." , , .. ._ t"ll 5/16"ITW TAPCON XL WITH 43 16.0 16.0 16.0"16.0"16.0" 16.0"11.0• .0" 12.0" 6.016.0"116.0"116.0"116.0"16.0" Y' 12.5" 16.0"16.04,��i,Q/ •U
TII W`•UmI�yLLnj'.tt.�
0xi•a•
1!
6 0"16.0" 6.0 12, 6 11,5"16.0"1-34"EMBED(2899ps1 MIN 53 .0 16.0 0"16: 0 . 60
.0 0
.5 6 30
16.0 16.0 16:0 11.5 0 9.0 16,0 11.5 16.0 16.016.0" 1.5" 7,5" 2.0•16.0" .0" 0. 3.0"0 p0
CONC) 62 16.0 1 "
I6.0" " 6.0" 10.57.5 16 9 1 .0 60" 5"1 ,0"100 16.0 1D0" 160" . 6 9.5" G160 ,0" 5 0 10.5"13.0"5 . . 1316. 9.5 60 10.5 13.0 316.0 16.0 16.0 16.0" 60 13.5"16.0"16.0 8.0 113.55" 0" 60 16.0"1 `,5/16"ELCO ULTRACON WITH 43 6 . . . _016016.0ql50.01253/4'EMBED(3500ps1 MIN 53 6 16.0"IG.O16.0"16,0"1610" . 3.5" .0"IG.O"IG.O"1G.0"]6.0"16.0"16.0"11.0"16.0"16.0" 7.5 12.5"15.0"
CONC) 16.0 16.0"11.DI6016.01 . , 11.5 1._ 16.0 _ )u -0 0 0 .013.5 9.0 15.0 1G, 1 . 10.5 . 12.5 15.070 16.0"10.5 .0107.0 6.5" 11.5"1J.5"16.0. II.S"16.016.0"160 W"u 6 0 _7.- 12. 15.0' Z@ 0 11.0" 7.5" 13.0"16 6.
5,0 0" 057.515150. . . . , . , . . 10VOO . . . . 1 5
a
1/4"304 SS POWERS TAPPER _ i 1-1/2'MIN EDGE DISTANCE 3"MIN EDGE DISTANCE__ _ ___ _ _ W I j 3
�m
N/1-7/4"EMBED(3000ps1 - '- --- -
C1 C2 C3 C4 CS CI Q C3 C4 C5 CI C2 C3 C4 C5 C1 C2 C3 C4 CS CI C2 Cl C4 CS CS Q C3 C4 CS N�'^?�
F11N CONC) 43 16.0"14.5" 6,5' B.5" 16.0"12:5" 7.0" 4.0" 6.0" 12.5" 7.0" 3.5" 4.0" �01
6.0"16.0"_13.5" 16.0"1fi.0"16.0"14.0" 8.0" _12.0"16.0"I4.5" 7.5" 4.5" B.0" 11.5" K
_ ._ _
p W z
53 14,0" 8.5" q,5" 6.5" 14,0" 9.D" 4.5" 3.0" 4,5" 9.0" 6.0" 3.0" 3.0" 6.0"16.6" 9.5" 13.5"16.0"16.0" 9.5" 6,0" 9.5" 16.0"12.0" 6.0" 4.0" 6.5' 8.5" W 11
H
62 11,5" 6.5" ].5" 5.5" 12.0" 7.0" 3.5" 4.0" 6.0" 6.0" 3.0" 3.0" 6.0"13.0" 7.5" 11.0"Ifi.O"11.5" 7.5" 5.0" 8.0" 12,0"12.6" 6.0" 4.0" 6.5" 8.5" a
F -.-'70 9,5" 5.0_' J.0" 5.0" 100" 60" 3.0" " " 6.0" 3.0" 3.0" 6,0"10,5" 6.5" 10.0"IG.O"12.5" 65" 4.0" 7.0" 9.0" 120" 6.0" 4.0" G,5" 8.5"
100 60" 3.0" 3.0" 4.0" 6.0" 3.0" 30" 40" 60" 30" 30" 2_._0" 6.0"_ 4.0' 6.5"_ 8.5" 12.0" 6.0" 4.0" 6.5" 8.5" 12.0_" 6.0" 4.0" 6.5" 8.5"
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK M
1"MIN EDGE DISTANCE _ _ __ _ 2-1/2"MIN EDGE DISTANCE N yy
GSpans UO To 6'-0" Spans Up To 8'-3" Spans Uy To 12'-0" Spans UD To 6'-0" Spans Uy To 8'-3" Spans Uv To 12'-0" W
G, (Ps�D CONN, CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE p:$u P
d r ANCHOR ) Cl C2 C3 C4 CS Cl C2 C3 C4 Cl Cl C2 C3 C4 C5 Cl C2 1 C3 C4 C5 Cl I C2 C3 C4 CS Cl C2 C7 I C4 1 C5 R
X, 1/4"ITW TAPCON WITH 43 B.5"
ma 1 7..0" . 46....05/" 3.5" . 3.5"
5.0"��6�.51133..00
fi UWWpa(((gppp
gOM
/0"-.5"1 5.0" ,5"
6 E:
1-1/4' .0 4.5" 6 8.5" -4.5
537 4.0 7
55 z62 . 4.0 4.5 B. 4.0 r
.0
65"
.08 �3.53.5" 6.5"
10070 4.5 6 3.0"
4.0_
13.0"10.5" 6,5 13.0" w/4"ELCO LfukkOIWTH . . . . .1-1/4"EMBED 5 10.5" 10.5" 6.5" 10.5" 6.5" 3.5" 5.0" 10.5" .6 8.5" 9_.0" 6.0" .
70 7.0 7.5 . 4.5_ . . . a
100 •5" 3.5" 7.5" 3.0" I
4.5" 3.0" 4.0" 3.0" m
0 1/4"FIILLENIUht 11ILLFAST 43 12.5"A54 5.0" 12.5" 7.0"_ 5.0" 9.0" 5,0" 4,0" 13.5"11.5" S.5" 7,5" 17.5"10.0", 5.5" 5.0' 10.0" 5.5" 1.5" O d
m ANCHOR YI/1-1/4"EMBED 53 10.0" 4.0" 0.0" 6.0" q.0 " " 4.0" 5.5" 11.0" 7.0 4.0" 7.0" 9.5"
62 8.0" 4.0" 4,0" 9,0" 5.0" 50" 95".`^ _70 6.5" 7.0" 1.0" 4.0" 7.5" 4.0" 4.0" 8.0" 4.5" "
rn' z 100 4.0" 4.0" 4.0" 1.5" 4,5" 4.5"
M
u
I-I 4"MIN EDG DI TA
G: 3 1/4"ALL-POINTS SOLID-SEi .,_ j : / E S NCE _ _ 2 MIN EDGE DISTANCE
_ _
9, O ANCHOR l4/7/B"EMBED& CI C2 C3 C4 CS C1 C2 C3 FC-0-1 CS CL C2 C7 C4 CS 61 C2 C3 j C4 CS CI C2 C3 C4 CS CI C2 C3 C4 CS gg
o 1/4-20 SS MACHINE SCREW 43 15.0"13.0" 5.0" 6.0" 15.0"11:0" 6.0 3.0" 4.0"
_-
x 53 12.5" 7.5" 3.5" 12.5" 8.0' 4.0" 3.5" 8.0" 5.0"% 3_5" 16.0"13,0" 6.0". 8.0" 16.0"14,0" 7.5" 4.0" 5.5" 13.5' 9.0" 4.5" 4.0"
62 10.0" 4.0" 10.5" 6.5" 3.D" 5.0" 5.0" 3.5" 16.0" 9.5" 5.0" 11.0" 5.5" 3.0" 4.5" 9.0" 9.0" 4.5" 4.0" 6.5" - y�
4.0" 6.0" 3.5" 14.5" 8.0" 4,0" 6.0" 15.5" 9.5" 4.5" 4.0" 7.0" 9.0"
p 100 5.0" 3.5" 5,0" 3.5" 5.0" 3.5" 9.0" 4.5"W111,4.0"1 6.5" 9.0" 4.5" 4.0" 6,5" 9.0" 4,5' 4.0"
k 5/16"ITW TAPCON XL WITH ..__ j .3 MIN EDGE DISTANCE 4.MIN_EDGE DISTANCE yE 6
m
1-3/4'EMBED CL C2 C3 C4 CS CI C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS Cl C2 C3 C4 CS d
e 479.0" 12.0 16.0"14.0" 7.5" 8.0" 4.0" 3.0" 5.5" 6.5" aa'$g9
53 15.5"10.0" 5,0"% 6.5" 10.0" 6.5 4.5" 4.5- y PHg§
62 13.0" 7,0" 4.5" 8.0" I7.0" 8.0" 4.0" 5.5" 6.5" 6,5"
11.0" 6.5" 6.5" 4.5" 4.5" u f, 58dg
100 6.5" 3.0" 4,5" 4,5" 6,5" 4.5 4.5 6.5" 4.5" 4.5"
1',9/16-MIN EDGE DISTANCE 3-I/B"MIN EDGE DISTANCE
'!E ULTRACON WITH CI C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl Q C3 C4 CS COPfHKJJr{Put{L BONsFDO P.E.
1-1/4'EMBED q7 12.0"10.0" 12.0" 8.5" B.5" 16.0"36.0" 8.5" 11.0"16.0"15.0" S. 7.5" 15.0" 8.5" 7.0"
53 9.5" 6.0" 9.5" 6.0" G,0" _16.0"10.5" 6.0" 8.5" 16.0"1111-0" fi.D•' lo.s" 7.0" 15-2339
62 8.0" 8_0" 14.0" 7.5'--% 7.0" 14.5" 8.5" 7.0" 7.0" SCALE:6.0" 12,0" 7.0" 7.0" PAGE DESCRIPTION:
n 99
ANCHOR NOTES:SEE SHEET
9 FOR ANCHOR NOTES. O
w
I
ANCHOR!SCHEDULE: HOLLOW CONCRETE BLOCK 11MU) +NqP.E,
_ 2'MIN EDGE DISTANCE
G Spans Up To 6'-0" _Spans Uv To 8'-3" Spans UD To 12'-0"
TYPE
LOAD COIIN PE CONN TYPE `Z� •,••,,I
o ANCHOR CONN TYPE
IPsN Cl C2 1 C3 I C4 I CS Cl C2 C3 C4 I C5 Cl C2 C3 C4 CS S •0.465
W12 SMS W/2"i EYEWALL 43 16.0" 16.0"17.5" 9.0" 16.0"15.5" 8.5" 4.5" 6.5"115.5" B.5" 4.5" 4.0" 7.0" _* '
3 ARMOR INSERT W/1-1/4" 53 36. . .0" 7.0" 16.0"ILO" 6.0" 3.5" 5.0" 11.0" 7.0"
o�EMBED 62 14.0"0" 107.5"5" 54.0" 6.0"
s m .. 45A" . 7.0" 33..S5""�JJ..5S"" 55..00"'• 2 A'Q A T 70 11.5" 7.0"
, .
100 7.0" 3.5 n
.�
7.0" '���' Qtr`
ANCHORISCHEDULE: WOOD (G=0.55) ��,,, ��u�
3/4'MIN EDGE DISTANCE �p Ij3UQ'� o
U
C i Spans Uv To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" W 4 Z n o
oANCHOR LOAD CONN TYPE COIIN TYPE CONN TYPE ,75 p B9
s Ipso C1 C2 C7 C4 CS Cl C2 C3 C4 C5 Cl C2 I C3 C4 C5 W ti 3 z
1/4"LAG SCREW WITH 1-3/q" 43 16.0"16.0"]1.5"12.5"16,0"16.0"16.0" 7.5" 9.0" 16.0"16.0"14.5" 4.5" 6.0" IG.O" W M 3 m
MIN THREAD PENETRATION 53 16.0"16.0" 0.5" 10.0"16.0"116.0-116.0" 6.0" 7.0" 16.0"16.0"11.5" .1.0" 5.0"116.0'; V) 3 y
nu1'» _62 16.0"16.0" 7.0" B.5" 16,0"16.0"14.5' S.0" 6.0" 16.0"16.0"13.5" 4.0" 5.0" 16.0" 0 wce
70 16.0"16.0" 6.0" 7.5" 16.0"16.0"12.5" 4.0" 5.5" 16.0"16.0"11.5" 4.0" 5.0"116.0" N p ell
100 16.0"11.5" 4.0" 5.0" 16.0" i6.0"11.5" 4.0" 5.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0-
s.
6.0" ¢
E a 7/16"WOOD BUSHING WITH 43 16.0"16.0" 8.0" 10.0"16.0" 15.5" B.5" 4.5" 7.0" 15.5" 8.5" 4.5" 4.5" 7.0"
1.13"MIN EMBED R 1/4-20 53 16.0"10.5" 5.5" 8.0" 16.0"11.0" 6.0" 3.5" 5.5" 11.0" 7.0" 3.5" /4.0" 5.0"
m SS MACHINE SCREW 62 14.0" B.0" 4.5" 6.5" 14.5" 9.0•' 4.5" 3.0" 4.5" 7.0" 7.0" 35" 4.0" 5.0"
`� a .Limen 70 17..0" 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" _4._0" 5.5" 473.5""" 4.0'• 5.0"
n
100 7,0" 7.5" 4.0" g7O" 3.5" 4.0" 5.0" " q.0" 5.0" IL#14 SMS OR 919 WOOD 43 16.0"16,0"12.5"14.5" 16.0" B4O" 10.0"16.0" " 5,0" 70" 16.0"SCREW WITH 1?3/4'MIN 53 1G.0"16.0" 9.0" 1. 15.0" fi.0" 8.0" 16.0" 4.0" 5.5" 13.0"THREAD PENETRATION 62 16.0"16.0" 7.5" 95" 11.5" 5.0" 7.0" 16.0" 9.0" 5.5" 13.0"70 16.0"16.0" 6.5" 6.5" 10.0" 5" 0" 14.0" " 4.0" 5100 16.0" 9.5" 4.0" 5.5' 9.5" 4.0" 5.5" 13.0" " 4.0" 5.5" 13.0 ,S e O n
ANCHOR;SCHEDULE: WOOD
23/4'MIN EDGE DISTANCE m
T c SO
$ G LOAD Spans UO To 6'-0" Snans Uo To 8'-31' _Spans Uv To 12'-0" r w
l V uj p
O ANCHOR CONN TYPE CONN TYPE CONN TYPE .E 3 g
x IPsN C1 C2 C3 C4 CS Cl C2 C3 C4 CS ClC c C3 C4 CS a
G1/4' v
MIN LAG SCREW WITH ION 43 16.0"16,0" 9.0"110.0"116.0"16.0"16.0" 5.5 7.0" 16.0"16,0" 9.5" 3.5" 4.5" 15.0" 0 i
'� MIN THREAD PENETRATION 57 16.0"Ifi3O" 6.5" 8.0" 16.0"16.0"12.5" 4,5" 5.5"11G.0"15.0" 7.5";_3.0" 4.0" 11.0" -
v 62 16.0"16.0 5.5" 6.5" 16.0"16.0" 9.5" 3.5" 5.0" 15.0"15.0" 7.5"1 3.0" 4.0" 11.0'• O 0�
S q 70 16.0'13.5" 4.5" 6.0" 16.0"16.0" 8.0" 3.0" 4.0" 11.5"15.0" 7.5• 3.0"1 4.0" 11.0" O
V
s 1 100 15.0" 7.5" 3.0" 4.0"111.0"15.0" 7.5" 3.0" 4.0" 11.0"15.0" 7-5" 3.0"1 4,0"111.0"
u
a X14 SMS OR 9 t WOOD 1 43 16.0" 16.0" 8.5" 10.5"16.0"16.0"12.5" 5.5" 7.0" 16.0"13.0" 6_5" 3.5 5.0" 10_5"
SCREW WITH 1'3 4"MIN -- ---
O / 53 16.0"16.0" 6.5" B.0" 16.0"16.0" 8.5" 4.0" 5.5" 16.0"10.5" 5.5" 2.5" 4.0" 7.5"
3 THREAD PENETRATION 62 16.0"11.5" 5.0" 7,0" I- 13.0" G.5" 3.5" 5.0" 10.5" 10.5" 5.5" 2.5" 4.0" 7.5"
m
70 16.0" 9.5" 4.5" 6.0" 11.0" 5.5" 3.0" 4.0" B.0" 10.5" 5.5" 2.5" 4.0" 7.5"
100 10.5" 5.5" 2.5" 4.0" 7.5'• 10.5" 5.5" 2.5" 4.0" 7.5" 10.5" 5.5" 2.5" 4.0" ZS' 52
52 a •- @�
ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK g° ?• 6@5
_ 4"MIN EDGE DISTANCE _ U
k
! Spans Up To 6•-0" Spans Up To 8'-3" Spans Up TO 12'-0"ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE(PAD
Cl C2 C3 C4 1 C5 Cl 1 C2 I C3 I C9 I CS Cl C2 I C3 C4 I CS
5/16"ITW TAPCON%L W/ 43 16.0-16.11 1§4,16.0"16.0" 16.0"16,0"15.0"16.0"16.0"16,0"15.0"
2-1/4'MIN.EMBED 53 16.0"16.0" 16.0"16_0"16.0"16.0"16.0"11.0"16.0"16.0"16.0"12.0" 7.5" 12.0"16.0" 8D.
62 16,0"16.0" 14,0"16.0"1 L 16.0"15.0" 9�0" 14.0"16.0"16.0"12.0" 7.5" 12.0"16.0" a s "
E
I 70 16.0"16.0"11.5"16`0"16.0"16.0"12.5" 8.0" 12.S"16.0" 16.0"12.0" 7.5" 12.D"16.0" g
1 100 16.0"12.0" 7.5" 12.0"16.0"16.0"12.0" 7.5" *I--2.0" 16.0"16.0"
05/16'ELCO ULTRACON W/ 43 16.0"16.0"10.5"14 "170..55"060 6.5 9.5" 16.0 11
7 0
7. 96..50' CPT'rGH
fiFlIXL EBEhNY4R
aPE.O 2-1/4'MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16.0"14.0"
�m _62_16.0"10.0' 6.0" 9.0" 16.0"11.0"75.5" 6.5" 9.0" 9.D" 15-2339
IpGWp�� 70 15.0" 8.0" 5.0" 8.0" 15.5" 9.5" 5.5" 7.0" 9.0" 6.5" SCALE: -
O z 100 9_05.5_ 6.5_ _9.0 j/5.5 6.5" 9.0���6.5"
O 0 2"MIN EDGE DISTANCE PAGE DESCRIPTIONIDESCRIPTIONI
_..
CI C2 C3 C4 CS C1 C2 C3 C4 CS CI C2 C3 C4 CS
p12 EMS W 2'EYEWALL 1 '-` - -- '-"'"
I
/ 43 16.0"16.0" 9.5" 11.5"16.0" 16.0"14.0" 6.0" B4O" 1G.0"14.5" 7:5" 3.5" 5.5" 11.5" _71 9
ARMOR INSERT W/2-EMBED 53 16.0"16.0" 7.0" 9.0" 16.0"16.D' 9.5" 4.5"16.5"116.0"111.5" 6.0" 3.0" 4.5• 8.5"
'o 62 16.0'_ 5.5" 7.5" 16.0"14.5" 7.5" 3.5" 5.5" 12.0"11.5" 6.0" 3.0" 4.5" 8
.5" f�
.C- 70 16.0"10.5" 5.0" 6.5" 16.0"12.5" 6.5" 3.0 4.5" 9.0' 11.5" 6.0" 3.0° 4.5" B.5" ANCHOR NOTES:SEE SHEET ',ILJII
0" 9 FOR ANCHOR NOTES.
' 100 13.5" 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3,0" 4.5" B.5" 11.5" 6.0" 3.0" 4.5" 8.5" ,