HomeMy WebLinkAboutProduct Approval Property Information3 Building Information
Owner: I Bilotti 1 Wind Zone: 150 MPH.
Address: 6483 Alemendra St Exposure Category: C
Ft Pierce,Fl 34951 Minimum Building Dimension: 30 ft.
iMean Roof Height: 15 ft.
Risk Category: II
Design Pressure Calculations
Opening Location Device Device Device ILPnsure
Positive Max Negative
Number I Zone Width(in) Height(in) Elevation(ft) (psf) Pressure(psf)
1 End 53 60 _�... _ ...._.... ..._...._.._32.8 -42.8
1 .......... --.._ __..._........._......-......_..........._........ ............._ .... _..._... .. ......_ .............-
2 End 37 60 7 33.6 -44.4
................_.._..........__.......__....._.-__....._.-...........__.-.___........__.-......_..............-............I_...........-............__......_..............._............._....................... _............-__......_-.............._..._......................................._._......_..._......................_._......._..................-.__.._.....__...._.._.._................._........_...
3 Int 53 55 7 33.0 -36.0
._......_.............. .. .. _-....... .... .... _ ..... ...... ... ........ .. . _ ........................... .._......
4 Int 53 55 7 33.0 -36.0
_.-_......... ....................... i .................._................ ... .............................................................. ....... ............_........._. . .-I-.1.1--.1.1-11. ........................ ...................._........._.... .......
5 Int 72 80 7 31.5 -34.4
....................._.........................._..........J........_.........................__............._......._._......................._.............._._......._..........................__............ ......................................................................................................................_....................................................._.............._...._.....................................
6 End 74 60 7 32.1 -41.3
_._............ . . .__ f...................... ... ......... .... ..
7 1 Int 26 40 7 34.6 -37.6
...................... ............................................................ .................................._ .. .. .................... .............................._.....--- .........._..................... ............. _ . ....._......................
._..
8 Int 26 40 7 34.6 -37.6
I
I
Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5117Edition(2014)Florida Building Code.
Page 1 of 1
Florida.Building Code.Onliiiz" Pa�,ae 1 of
SCIS H. - - - - - - - - - - -- _
' 7... .. a:..:n0:..c �tp L'Ser r_QicAc..,,.� ..v, . _ JL'Ji1a'].._..c__ aa.a&;-�._. -_,I7^.%.iiC^> -_�...c.. _..._._.._M.ap _.'KS Cc3 c=
Product Approval
USER:as...,,
- Application Detail
FL= ?� i5
Appico;lO
Version
`ore
. v__ �'`-.' len
' 'HC2-Jon SLE:u> Aco:t ed
Comments
Archived
Produ :;lanufacrurer
Acdress'Phone,/Em3ll :400 est McNab Road
R""Lauderdale, FL 33309
(954)493-8551.
Authorized SSena Ure Frank Bcnnardc
franknencexcixo ? - -
Technical Representatae Thomas B.Johnson
Address/P:none/Ema?! 400 vest McNay Rd.
Ft. Lauderdale, FL 33309
(954;970-.9999
tOmj@tc-alum.co.m. .
Quality.Assurance Representative - ... .
-. A.ddress/PhonE/Entail - -
Cateoory
Subcategory. a of rEwi .
Lompiianc�.Methed _�- o.ien Re o ,om a Florida Registered Arca±Ser or a Licensed -
Fiorda ?rDiessionzi:Enoineer
- Evaluat':on Report-hardcopy Received
�g!r?sar:o�A�chltect Ncre-li;1o_.
developed;the Evalua ion Report
Florida License ?E-0046549
Quality Assurance Contract.Expiraaon date 123 !201e
Validated By ORLA'IDO 1.,BLANCO,F.E..
Validation Checklist—Hardcopy Rece Bed
Certificate of independence -
Referenced Standar enc Year(of Standard) Standard _
Year
ASTM E1886 2005
.ASTMI E1-994 �"I
ASTM 330 2002
i
�;k7.,luovb... 41"1 12016
i 10FICl 1 LStl.i-CCIIIl{v Ltl{Ie l)I3I.II1CPaL Y 0 J
TAS 201 199-
TAS 202 1994
TAS 20= i994
cGL. aience L+-Pr C uct Stan0ards
By Fiv.":d$Llcei;Ser P'C[cSSiC^el E^witccr or i,CC':i.=c;,
Se_icn.s fi c..,:. e Code
Care SL'3 C i; 041121/203.5
i=
Cate t:aiidaLed 04/29,•'2015
Date Pendine FEC A;Sprcval C,5106,;2015
Date ADCroved 061,22120 15
:-._....... ............._........._:._.....__....._._..»__.............,......__.__._...__._,...__.._.._......".___..............._.-.. ....-.._.,_ .... ..__.....,........._. _ ,. .... ....._ ... ...
.._.. __...... ..._..... ..
Summary of Products "
IFL# model,Number or Name #,description
13757.1 '16.8 Accordion Shutter �,Lzrce 1lissile ImpaC:P.esis=_n:Accordion S u =_r System,
;Limits of Use Installation Instructions
Approved for use in HVHZ:Yes -�` £
Approved for use outside HVHZ:Yes ; Verflied ay'"Frank L, Benrardo a= Pc00=6549
Impact Resistant les Created o> -Trio oe ident Third Party:Yes
Design Pressure %I/-' (Evaluation Reports ?(
Other: See instal: io erawines for z-Hosvadle
Span,'(3rcSSUrE,ct7 klDtnc'tuT;{ a0diii , mitaiiQrS 3a Creased d in6 a nde t Third Par y;Yts,.
ft?
2 _15,.>tec ;e--ii r 1 Large Miss;ie ImDac Resistant Accordion; Shute•cvcte,m
r "t-1la
mits of-U j.
=Installation Instructions
Approved.for use to .V Z:Yes r
Approved for use outside:HVHZ:Yes f.Verified BYFrznr L 5 n ,do, P.E- PE0046549 3
Impact Resistant:Yes C>eated,by Independer ,hird Par y:Yes
`Design Pressure:N,`A Evacuation Reports
G
Other::Se installation drzsvings far all w25fe _.. 6
pan/pressure-combinations and add io"i l iirY2! _nS O C,_at d dl•'I e�pende t Tnird Parry: ac
Use
- +1x757.3E.P.. Essential Facilities Accordion ii MUrnirum accorc'sDn shutter approved LIP t missive leve' `
E for use with essential facilities and:vend zone-4
;r : �a?plications. . �it"
emits of Use Installation Instructions '
Approved for use In HVHZ: No .
Approved for use outside HVHZ:Yes ori I d,B};-r,a.lk L. 6e.,nzrde FE-0046549 _
..
._Smpact-Resistant'.Yes. , ' iParrry 'e5.'_ _
Desigsi-Pressure. =110l-s.28 IEvatuatlon Reports
Other: See product drawing for:addi , nal-J 0 rnStion ' i
�anctlorade.etC. - -1 CC.aLe _.dy1R^Fp?ildwf.',��1 hir_o3,iv':_1'eS--..-.�—.:�__li------ -`-'—
_. ,:.......................»___-
. - con -Lis h:onroe S%Iest.Talia:•i__ _ __???"n"65x-4c'-18;-
The date C'=iprfGa ,Ea%%-erap`.oyer„coovr oR^20n7- _- __ .(.'Ee=_ Vacy Sul=^`en: _ -asal i*.:St_MTe_n; _ S:a=_mehY '
.,nod 2 Taw,email a essec are;p3.`,:ic. '- '.ycu Cc rc ::enc your ..main =_s.rete" e',j response Fl a.auutsC.._:rd=_
se d eie^t DnEc mar to �' \ $zea c trie � 'or zy trat. ."ia r+'0::ca•e t2u _Z [ A
*puS - _Cc;;:�^2j ,..,r..c S._... S 2 -n - �`*'. - u t t ^s..-_ t__-5 d url^2 Cr -.• t- :N 6 the ,r
,e.,a3 ad:. if:h �, .a. e, ,_ nail ,..otiv_.^1 rna D_:se.,foro„iziM ^tU ,at.o ,t rite 'Lee.
core..'you n•+'vitt,tr su [N c.personO e:a:e_,Wease p•.. de: YBerme: ..h a rn[ a:;dr a Divi cars u-:�2�=_zvc i_bie:,. i
FL
.. _ T.peterniAe f yCu ar?a':,c.6'=_9e unocaihaC •3, ,alecse ti3_i:�_rc
Product Approval Accepts:
hitp:'r'«'��� ':f7cridabuildin«.or< ,r'pr_app_d1J.aspx`1 aranl=wGES%�Q«tDgv!a 7y1TM.uo-\-L... 44 `'l)16
`,�•• Uu�� P.E.
- - - - --- 6- -8_S_T_R EA M_LI_N_E_S H U-1 TER
GENERAL NOTES: j FOR USE WITHIN AND OUTSIDE THE HVHZ . '
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING - N0.46N
CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE AND THE
]NTERNATIONAL BUILDING CODE IBC)AND INTERNATIONAL RESIDENTIAL CODE(IRC ).THIS SYSTEM UNLIMITED WIDTH
MEETS MISSILE LEVEL"D"AND IN LU ES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996.09. 'a A QFQ°
SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE
REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE _TOPTRA
FLORIDA BUILDING CODE SHALL BE LESS THAN OR EVUALTO THE POSITIVE OR NEGATIVE DESIGN
PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. >u (L I
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. ¢ l7 uj
D
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 0
L m e B
SAFETY FACTOR.
5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND Z11 C4 o 3 i
ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL Iui
CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVINGIJURISDICTION. PLAN VIEW 3 ^3
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND tn
0
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. o w
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE
c DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR a
WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85
SHALL BE USED.
S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC
SITE. _^ n
9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL w
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME
PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 0) ewa 61G15-23 THE FLORIDA ADMINISTRATIVE CODE. o
e 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO APPLIED BY THE CONTRACTOR PROVIDED THE
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM ®� c ¢m
� THE STRUCTURAL SUBSTRATES DETAILED HEREIN. I t o m
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL!DOCUMENTS WILL VOID THE APPROVAL
DOCUMENTS, jO Zm<Z,
12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING. HURRICANE PROTECTION
BOTTOM g O¢
a OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGINED,DATED AND TRACK
e SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE
DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE �TI�F+r' o
13. EACH SHUTFTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS a 5
INFORMATION: TOWN&COUNTRY INDUSTRIES I 1 v
FORT LAUDERDALE FL I TYPICAL ACCORDION
MISSILE LEVEL D-ASTM E1886,E1996&E330 C1 SHUTTER ELEVATION
TAS 201,202&203 r r1 0
FLORIDA BUILDING CODE APPROVED 1 N.T.S. EXTERIOR ELEv
14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.0 N.,WITH A MINIMUM Fy OF 25 TABLE 2:
15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS
MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052
ALUM.ALLOY. I I u
16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF
THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL a
BOX,LOCK AT CENTER OR SIDE CLOSURE. I HVHZ
17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. FACILITIES o ,
18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS,USE REMOVABLE ANCHORS. SHUTTER $ �sI
19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS hag a(3
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. <30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE
H 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE ,
22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK.
23. SEALANT SHALL BE USED ON ANCHORS OR77RACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-1/4" 1-518" 2-318"
TABLE 1• 99 3-1/2" 1-7/8" 3-5/8" 1-7/8" a 3
" TABLE 1 NOTES: 120" 4-1/8" 2" 4-114"
1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8"
ACCORDION SHUTTER SHUTTER SPAN SCHEDULE'ABOVE ARE 8�4I
> MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: E
SPAN SCHEDULE 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA.
AT EACH RESPECTIVE SHUTTER SPAN. 7.. A0T4=HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY C0PYPWFPRQL8EN7VMP.E
POSITIVE NEGATIVE 2• LINEAR INTERPOLATION BETWEEN SHUT-TERD7(--
SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND 15-2339
SPAN' PRESSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SCALE:
s Pf S U IPSFI DESIGN PRESSURES FOR THF.NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PAGE DESCRIPTION:
SPAN SHALL BE USED. 4. INSTALLATIONS 1N WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL
72" 100 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30'
ABOVE GRADE, or
99" 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSEll
120" 53 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. �7
' 144" 43 40 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM Liul
E1996.09.
a
II
Ali
```�1 MVEO@f10y1/ADO,P.E.
2.874"
PROTECTION VARIES
.1-5" 4.874"MAX. NN"
T
7 0 0.12s" 0.062" 0.450" N *.6
1.708" 0.100" ^I 1.708" 0.100" �--1.830° 0.062" rry `
0.195" -1- �_ I U1
0.195" •}� rD
-i 00-�9�_ r. 0.060" 0.070" °rrj 2.820" C7� b v M Q
0.125" '3�� °
0.630° �
�- "T' in � 1.908"--{I ��"•, a
0.630" 0.062" 0.630" 0.062" .�. I I 11.990.1A3" I I ���i�'• r;FM �•
-1•" .069"-{ }"----('0.971" 0.143" N 0.096"
0 060" �p
0.062" 0,200" I 0.062" L 0.630" c IG I�u
}- 0.200" 0,630" ,. U W
1.069" 1.069" 0.06 0.062
I U ul yoQ
SUPPORT LEG OPTIONAL) I 0.200°� 4-1.069" '1 WNi Q o 3 V ozY
5.745"MAX. 1.069" 0.062" 0.200' i�•ti
0.062"
5.745"MAX. N i
WALL�-� O BUILD OUT WALL O STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL "LITE HEADER/SILL o w
�gs {SAL-ErHALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE. w+�
WHERE SHOWN,SCREW BOSSES
&FELT GROVES ARE OPTIONAL
ON ALL EXTRUSIONS
0.874"�
2.655"
Iryn 0,875"
2.195" 0.510"
2.195" I1I 1.2m^I3I 0'
0.105" 0.060" �
<0
0.105"
0.105" .362" O1.069" 10 n 4.84"-
4.5101,
.84•
4.510 0.075"" 0.105"
0.105 0.075"
4.510" 0.994
4
I NOTE.TESIGK S OF
1 oZw
gUL@f
..31-
t.6.
831" 4.510" 0-0rmmDwpLLi
� 3.506" -� OAR AL W/O PAINT 1 39" N
O7 SILL OS SILL ADAPTER Og EXTENDED SILL p EXTENDED SILL ADAPTOR ADJUSTABLE SILL BOTTOM 13 6 8 STREAMLINE-SLAT BLA `
b SCALE:HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE SCALE.HALF SIZE C:��
SCALE,HALF SIZE
ri
g�@d
. 01150.477"
I®1.sr0•' .060.143" 0143" 0.08000 "
0 0 70
1.708"- 0.143" 0 510°0. " __C_0.245-
0.060"
4.753" 0.080" 0.117"
0090"
4.5101,
6
0961,
ay5E'S@@gp„k
}•0 180" 1 0.080" g
gqq�
0.080" II
0.044" 0.227" 0.682' 0.630" 0.060" aerwclrtFwx<Le[A1wmoPE
0.693^ 15-2339
NOTE:THICKNESS IS BARE 2.822" 1.625"•--1 0.420" SCALM
_
METAL W/0 PAINT IS 0.039" PACE DES RIPTIDN:
15 6,8 STREAMLINE STACK 1B RADIUS CEILING HEADER/SILL17 6.8 STARTER lg WALL SILL CLIP �gb WALL SILL
E SCALE,HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE
SCALE:HALF SIZE ar
. 119
I
IgNtoo.P.E.
0.125" 0.614ASSEMBLY
" S STEEL .280'L-1 --- - NYLON WASHER-011 _-
f I 4 0" ALUMINUM
HOLE o x0.050" 0.357"
o �~ Y
���.1---"' IINYLON a voi w u�i N 10 x 7-3/4'410 Hi S.S. 0.276" Q•
ry0.880 0 O5pWHEEL '-'u tip O.lr Z0 INTO TS SCREW W/TC ULTRACOTE 0.591" * •:
1 A GR4 ;•
1.100"=,� I-0.240 i I r TRACK (TYP TOP&BOTTOM) N 0.062" � y�OF „
..L-_ NYLON BUSHING W/WASHER: I 4
S'MAX. 1 AT-EVERY-fl 0.870" 0.750" 7/16"0 x 1/2"0 INTERIOR JOINT TOP �, , I ///� 0� a
INSIDE JOINT AT TOP. 0.154' x0.137° // 1V
CYLINDER-SOLID BRASS,NICKEL PLATED 7/16"0 x 1"Q INTERIOR JOINT BOTTOM
1 g ANGLE _ EITHER CAN BE USED ON ExTERIOR
ROL^CER 'ASSEMBLY HOUSING-ZINC DICAST,POWDER COATED >u
SCALE,HALF SIZE 24 BUSHING ASSEMBLY DETAIL 2B BOX CENTER INSERT
ALE,HALF SIZE NOT MAY BE KEY OPEF OUTSIDE SCALE,HALF SIZE SCALE:HALF S1ZE Z
O KEY/THUMB TURN O ERATED I E, W
-}0.250" _
223'
'BRA __USH""LO r
SCALE,HALF SIZE N g q 3
110.155" o w..
110.500" 4.000' 1.978" 2.125" N p
0.500" 0.236" 1.742° 0.286" 1.603 a
0.623" 1.710' 1.224` 0.267"
0 0.090'
0.790" 0.319" io ' 0.531" 0.531" m
"i �O.064" ' �
2.250" 0 0.28 " �6� n n
0.09 N T-
0.250' to
d o � 6` 0.607" 0.607"16"� ..� ..0.224" 0.239" !
I in n m m n v 'n
2.750" 2.000" 0.49G"0.060"1 0.240"
Frn� rn
rn r"li
27 RAINGUARD 28 DECORATIVE FLOOR''TRACK lase^ o� 24
SCALE:HALF SIZE SCALE,HALF SIZE 0.160" i0 240"
0.222"y r
1.001 0.062" 0,062- 0.062' 0.176" 'o Z
g 30 UNIM TE LOC 31 MALE BOX CENTER 32 FEMALE BO CENTER E E
'
SCALE,HALF SI SCALE,HALF SIZE SCALE,HALF SIZE
o E
ll-0.062" 0 3
�-•--5.500"x 13/16"WIDE 40.400" SDS a°1 v
167" 7/16'0 STAINLESS �
STEEL NUT O o
) [ s
n � 30 rr
n 0.125' n 0
LL �_ OTyp" 5/16-18x1 MACHINE SCREW C:7) 11
Lo
I" o.43a•'
' i--4.500" }-f 0.689" OWDER COATED,ZINC D -6 T 5/16"0 INTERNAL STAINLESS STEEL it 0.121"
THREAD w 5 5gi
SECTION AI HEAD STYLE VARIES m" 1.050.- 3 a
LL DELTA ODEL 2022 3B,'T'"LOCK4r�AD`APTER T-SCREW INSERT g
wousTR�AL SYSTEMS _ 7 38 THUMB SCREW PEg
E -OPTIONAC) SCALE,FULL SIZE SCALE,FULL SIZE 0 0.254" 400 406 40c Yi ,
N 35 BOX LOCK
5 HALF SIZE ri 0 319 OOO
m SCALE:HALF SIZE J-_ END STRIP 1" o ec
f-z.000~E:j 2" & 3" EXT e
{--1.6zs^ } 1.soo~� �ro.12s• p
OA25"J SCALE, HALF SIZE °gb
0.00.125" 0.093" d / '@
B T
o, 0.085" o RAN
a .8 2
n
0.250" o 14 o 0.093" m 0.12$" WPfPK9iIPP.W(LNhNNC1DPE
o.oes^ 1I I 15-2339
i N 1
SCALE: -
L
1 PAGE DESCRIPTION:
7.000.. r
3g 2X7 ANGLE 20 T• "-END S-T P 21 1.5"x3"x0.093" ANGLE 25 2°x3"x0.125" ANGLE rill 99
ScA ALF SIZE SCALE+HALF SIZE SCALE,HALF SIZE
SCALE,HALF SIZE
o I
i
i
I
' I
\
ANY ANCHOR PER ANCHOR DIST,EDGE
\\ anl
SCHEDULE @ 18"O.C. EXISTING DIST.
GLAZING SEE END STRIP •• / �� I`
z�n SCHEDULE FORM
p A .ANGLE EMBED qz n SPAN WHEN USI
CCI555 j LEG D RECITON (4�p 20,40a,40b OR c,
EMBED. 17 a(�~~q (INTERIOR) I II II G 1/4" OR 6.8 STARTER ' Iq
17 MAX. WITH 21 OR 25. Oda: I:54Z
MIN.0.062"THICK 6063-T6 ALUM.
EDGE30 A NGC+E LE I'x 1"MIN.TO REVERSE MAX. 21 256 \V\7 U
tEG-jjDIST FASTEN 8 .ANY TO ANCHORHOR (21 810 1N SCREWS ATCK W/ K 6
SCHEDULE @ 18"O.C_7 &".'ER, GLE TOP&BOTTOM;AND U Q Q LL LLMI
ATTACH TO 6.8 STARTER W/ U =[a Z
a12 x 1/2"GALVANIZED OR ww w o
13 :E12 x 1/2"GALVANIZED OR .SMS, Z
30 S.S.SMS,3/16"0 ALUM,POP ,.4 j 3 w
6.80"(TYP.) 3/16"0 ALUM.POP RIV R 1J4-20 RIVET OR 1/4-20 MACHINE W w >y m
USE(I)BRASS PUSH LOCK OR(1) MACHIN T @ 18'D.C. ALTERNATE END STRIP DETAIL BOLT NUT @ 18"O.C. 3 w-.
(EXTERIOR) 5/16.38 UMO SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE In 3 y
a INSERT 37 AT 1/3 SPAN TO 2/3 SPAN SCALE,3"-l'-0" ANY TRACK W/ IN
Y' TYPICAL PLAN VIEW FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. ID Ul
,y O
° HOLE SHALL BE 3/8"MAX WIDTH,UP TO a
k SCALE:3"=V-0" 1"HEIGHT. PSF SPAN
N 1"010(2.7")16 62 0
8"
7 00"
B2 94"
o USE(1)BRASS PUSH LOCK ® 112 69,
OR(1)5/16-1B THUMB 2 5"
SCREW 1 0 THREADED LOCKING DETAILS FOR 2"B10(3.7'7 62 95" SEE END STRIP
INSERT(371 AT 1/3 SPAN CENTER MATES 72—-8B' N
TO 2/3 SPAN FROM SHOWN ON RANDOM ® 82 SCHEDULE FOR MAX, w`'
BOTTOM OF SHUTTER, n SPAN WHEN USING
RECEIVING HOLE SHALL BE 30 DETAILS 3"810(4.7'7 62 86" i� ��
3 MAX WIDTH,UP TO 13 9' 20,40a,40b OR 40c,
I� 1"HEIGHT. BO I 1/4" OR 6.8 STARTER r~q olg o m
ALT.1"010 62 1101, m
AX. WITH 21 OR 25. �.S a p m
82 95" Z?
" 20 132 M. qD M1O USE APPROPRIATE O m€`
STARTER STRIP TO c U a!
IF '- - 1.5"x3" 45 93" M1O 20 PROVIDE CLOSURE �l LO f
0 13 x0.093' 52 87" FOR
Q60 B1" BUILDING CONDITIONS. /1 S Ul
3 p
11 04 FASTEN STARTER STRIP E g
(INSIDE) 70 5"_ TO TRACK W/(2)010x1" � v
7 3" SCREWS AT CORNER.TOP '
c2"x3' 45 39° 8 BOTTOM.
X0.125" _ 2__. 129" ALTERNATE END STRIP DETAIL o
13
Z. ���"`--��' B7 23' SCALE.3"=V-0'• ANY TRACK W/SCREW t
F� I s6 64 116" BOSSES.
¢¢ 7 los"
J SILL f:�11W FOR GREATER SPAIIS OR LOADS THAM
3 (n I W SHOWN 1N END STIP SCHEDULE,END
STRIPS REQUIRE Al l'X1•.111"CLIP ANGLE x�
Z) (/) RIO SPAN USING.A1fIANCHOR 011 THE EXISTING GLASS ¢o a d p2pJ
Z ANCHOR SCHEDULE G/14x714'TEK O
°
'75 i3 SCREW OR 1/4-20 DOLT TO END STRIP. yy z
USE(11 BRA55 PUSH LOCK! 30 d F W OR(1�15%16AS8 PUSH LOCK (INSIDE)
E' 13 OR(11 5/16-18 THUMB 13 SCREW�O THREADED
5 III Ivl pl SCREW I 0 Ttt{{READED 30 d INSERT 37 AT 1/3 SPAN SILL
m INSERT 7 AT11/3 SPAN z TO 2/3 AN FROM J
TO 2/3 S N FROM Y CN g BOTTOM OF SHUTTER .1 •
BOTTOM OF SHUTTER.
RECEIVING HOLE SHALL BEI (OUTSIDE) 9p�p�
,A 3/B"MAX WIDTH,UP T [p
1"HEIGHT. 3 s G njp4
O TYPICAL OUTSIDE CORNER CLOSURE pagag
`YR
CC1 DETAILS WO/CORNER POST i — —— — — 530
NTS \ 13 30 OOPOOGNIFRkR(L.UWMDOPF.
13 `-s1LL 31 215 13 23 (OUTSIDE) 15-2339
USE(1)BOX LOCK AT 1/3 SCALE:
e SPAN TO 2/3 SPAN FROM PAGE DESCRIPTION:
f n BOTTOM OF SHUTTER
O TYPICA ! INSIDE !CORNER CLOSURE F!�
N CC2 DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY
r NTS d f4 SCALE.3"
I
C1 CONNECTION TYPE ��Pl r�On4 N PE.
-- REFERENJA
EXISTING HOST
SCHEDULFOR-MAX.--- —STRUCTURE--
__ SPACING =S 1/i7
C1 CONNE7' MAV
Mll"4HINE BOLT = ••� �1 4 5•
\ REFEREN1/2® "O.C.OR C
/. \ SCHEDUL6"O.C. z* ,
SPACING0/2" %'O. TA
BOTTOM) nF z`
ALUM. TUBE f dplpply��
2 FASTENERS 6063-T6 ALLOY
EACH ANGLE SEE TABLE A FOR SIZE. I S R 66pw / N.1x 2 x 1/8" ALTERNATE THRU Bj /��1Ro-,
OR2"x2"x1/8" �. ! �' p w=V ALUM.ANGLE ° ; REFERENCE ANCHORMN GLASScx `�4 >Q `SCHEDULE FOR MAXSEPARATIONw L� w Z6
THREE 3/16"0 ALUM. ° 13SPACINGPER TABLE 2 ~¢w w 7 t M w
POP RIVETS OR rc GLASS = a m W 'i
THREE 012 SMS,TYP. ° 17 I I OR DOOR v(�N< 3 w,., J
3/16"O ALUM.POP �.• I �� Q=�F' U1�5�,�+ Y
17 RIVET�OR 012 SMS 4 �Fw owTABLE A(co) Ip 18"O.C.(TYP.)' 4 _ � Z/FTyq ZoPRESSURE VS ALLOWABLE LENGTH _ D 6 OJ/ / MAY USE MALE OR w F PSF N°�B/8" 3No Bf08• JFEMALE LOCK-SLAT62 130" 18B' 13 ! ALTERNATE THRU BOLT X.FROM PIN M
! C5 CONNECTION TYPE CI
72 124" 179' O TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR CONNECTION TYPE " GUIDE WASHER
BUSHING °•
CC3 Rr; -� (TYP.) tli 82 119" 172" NTS � SCHEDULE FOR MAX. SCHEDULE FOR MAX. •92 114" 165" I SPACING gg!�
IL==J I/ 14x3/4"SMS @ 9"D.C. ~�" c
�{ 102 110' 160' ANGLE TO TUBE CONNECTION rn O P+
p 120 109' 2.. 2..%.125.. p e o<n
150 9r 131" TABLE B(cc9/ EXISTING HOST EMBED. 603-T6 ALUM.TUBE z m
200 BB' 119" PRESSURE VS ALLOWABLE LENGTH STRUCTURE
� EDGE DISTANCE 5 CONNECTION TYPE
! Yxi"x18' 3'x3"x18' REFERENCE ANCHOR w
PSF
WITH B/0 WITH�/0 SCHEDULE FOR MAX.
SPACING
u 62 ll3" 166" J•E 3 g
72 tor 1sr FASTENER N 18' S Cb ALTERNATE BUILD OUT MOUNT SECTION
(USE ANY ANCHOR SHOWN a g
p" 82 j 101" 19r IN ANCHOR SCHEDULE). SCALE 13"°1'-0" v
G 92 j 95" 139' �. N
R102 ; 90' Or }r`L"O. .—dc
E 120 83" 122" ` 1
150 79" 109' O[
w
200 llollo4\ 69' 74' � F I.i
W I-7m
LL 3/16 RIVET OR 012 SMS I ! 090"6063-T6 13 F' =w o
@ 18"O.C. OR 1/4-2
n MN.GLASS > N w x
17 ALUM.TUBE TYP. EPARATION = z 5 o 9 0 .1
NUT B,BOLT(TYP.). F PER TABLE � p m ¢ a
3/16"0 ALUM.POP 2 o z-i o 5
ALUM. TUBE RIVET OR i#12 SMS GLA55 X z Q Y 5
6063-TG ALLOY @ 18"O.C. TYP•) f F g OR DOOR E 0 N I-
SEE
E SEE TABLE B FOR SIZE. 2"x 5"x 1/8" U
E 2 FASTENERS x CONTINUOUS
ALUMINUM ANGLE IT s<
EACH ANGLE 7
x 2"x.093"6063-T6 OPTIONAL ANGLE INSIDE
ALUiN.ANGLE,TYP, THREE 3/16"O ALUM. ! 17 ORIENTATION TYP. 77 d 3 16
POP RIVETS'OR ! w6
q� 17 THREE#12ISMS,TYP.' w
g OR 2"x 2"li 1/8"
4 CONNECTION TYPE
a ggg a
7 13 E
ALUM.ANGLE REFERENCE ANCHOR e � e
I S[HEDULE FOR MAX. y
USE MALE DR FEMALE SPACING MPYMKFR#ML99NIPDOPP.
LOCK-SLAT EXISTING CONCRETE,
! 13 13 BLOCK OR WOOD FRAMING 15-2339
'N6 SCALEI - -
012 x 1/2"GALVANIZED
OUTSIDE EE INSIDE SILL MOUNT SECTION PAGE DESCRIPTION)
SCALE,3"=1'-0"
CC4 TYPICAL CORNER CLOSURE DETAILS OR S.S.SMS,3/16"O ALUM. SIDE CLOSURE OPTIONS
NTS POP RIVET,OR 1/4-20
MACHINE BOLT&NUT SCALE.3"=V-0" 99
(°l 18"D.C.
x
j
i
i I
i
j
j C5 CONNECTION TYPE
Z yj REFERENCE ANCHOR EXISTING
C3 o a SCHEDULE FOR MAX. STRUCTURE <( .O`, .E:y,S �•
SPACING
GLASS aow • GLASS w CI CONNECTION TYPE S"MAX. 1/4-20 MACHINE BOLT
OR DOOR FW
UU�•' OR DOOR w REFERENCE ANCHOR O W/NUT @ 12"O.C.OR ..
r"In r r w❑❑ SCHEDULE FOR MAX. 19 1114 SMS(a 6"O.C.
❑Q z r r w_❑" SPACING '
❑ www 1/2" (TYP.TOP 8 BOTTOM) ,•
MN 13 h Vi vai w GLASS I=-Z U /2" ••. T o�n
1/4"-20 THRU BOLT W/ GLASS a a m N14 x 1/2"SMS 12"O.C. EPARATION i o w H w O
' �i
LOCK NUT 12"O.C.OR EPARATI =w Q �° PER' X Z
12 x 1/2"SMS(@al 12"O.C.E,S. PER L U r I,- OR 3/16"0 ALUM,POP TABLE 2 Q.w-:o a p :1 [�OR 6 OR
TABLE I Z r l RIVETS(n)6"O.C. OR 1/4"0 E w ❑ �3'OR 6
OR 3/16"0 ALUM.POP w❑ ALUM.POP RIVETS(a 12"O.C.4;��"T
w / ((d �7�1L�1X"S
RIVETS Cul 6"O.C, E.S. \ U1x, � �UpnuR 1/4"0 ALUM.POP RIVETS / 11 AND 3O 12"O.C.E.S. MR GLASS
- ASSEMBLY .FROM PIN SEPARATI F >> u y m B Z1/4"MAX.FROM PIN US ING PER TABLE 2 r w=o w e
O9 AND 10 GUIDE TO BUSHING W WASHER ITYP.) > www Z r1❑q
ASSEMBLY WASHER I =x Z 1 mI W
/ 1/2" 7/2"TYP, XISTING CONCRETE, W GLASS w X o w m w m
3 CONNECTION TYPE OR DOOR—� Q
BLOCK OR WOOD FRAM G )(Z❑Z r w a 3 x
�m EDGE REFERENCE ANCHOR Q a Q
W / SCHEDULE FOR MAX. a s m w
L` REFERENCE'O MORE J DIS
ED DIS E SCHEDULE FOR MA
SPACING Q w ❑ Q
�] SPACING AS SI�-OW w
3 CONNECT]• TYP�`IN DIAC�RAM-ON RG.9 w vi a-,'OR 6 OR
REFERENCE A CUOR �� EXISTING CONCRETE, w ❑ �O 6
SCHEDULE FOR MA'X—� BLOCK OR WOOD FRAMING i/4"MAX.FROM PIN
/ \\ SPACING.ALT.FASTENER CI CONNECTION TYPE / GUIDE TO BUSHING
LOCATION.FRONT AND REFERENCE ANCHOR 1/ WASHER(TYP.) '40 Y
1/4" FROM BACK ANCHORS NOT RED.'D O INSIDE MOUNT SECTION SCHEDULE FOR MAX.
(1 WITH THIS LOCATION
r PIN GUNGE A SCALE:3"=1'-0" SPACING 5 CONNECTION TYPE �� m
a BUSIIING WASHER O INSIDE MOUNT SECTION REFERENCE AN a;.❑rn
(TYP.) SCALE i 3"-1'-0" SCHEDULE FOR MAX. �.1rn1<m
EXISTING CONCRETE, =o)❑"❑m
/ SPACING ❑`a
6 i BLOCK OR WOOD FRAMI EMBED.
C❑ BUILD OUT MOUNT SECTION u a
TYP. BOTTOM
EXISTING CONCRETE, SCALE 3 1'-0" �
E j BLOCK OR WOOD FRAMING
❑
c S
EDGE 1577 h CONNECTION TYPE
NOTE:FOR DETAILS A,B.D.AND E ON THIS SHEET, E TRUCTURE
ING
THE BASE TRACK MAY BE INSTALLED IN SECTIONS EMBED.
g WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS j o REFERENCE ANCHOR 5`CONA[CTION-TYPE 19N,
e A MINIMUM OF TWO SETS OF ANCHORS AND ISA SCHEDULE FOR MAX. REFERENCE ANCHOR
MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK w E SPACING S CO
USED WITH THE BASE TRACK MUST BE CONTINUOUS PACING S
OVER THE GAPS BETWEEN SECTIONS. 3 16 1/2.,
C w v
R j w kni GLASS w r j a
a j OR DOOR GLASS 13 F_ m w a o 0
w
012 x 1/2"SMS @ 12" EPARATI ❑❑ w=� w j 7 `�-. 1
w w r O.C.OR 3/16"0 ALUM. PER v=i p N m 13 F-w=❑^ I�
F..w❑D j POP RIVETS @ 6"O.C. TABLE2 -❑ ¢ = w Q sa
5 rw=❑'` X Zr GLASS OR MN GLA =2 w=.�
www OR 1/4"0 ALUM.PDP Q a Q DOOR— w r.z u m 91 5
13 = x., RIVETS 12"O.C. E 0Ua UDw¢ �� s
MN GLASS =r Z w m @ w PER TABLE 2 )(Z❑Z r
m SEEPARATION !�w.❑w6
e PER TABLE2 j<ZDZZr O7 ANDOB E oN ay�
1/4-20 5.5.MACHINE Q�O j 1/4"MAX.FROM PIN
SCREW 8 NUT(al E N ASSEMBLY 1/2" GUNDE TO BUSHING
12"O.C. GLASSw 1/2" TYP. WASHER(TYP.) I-: ¢ a � �'
OR DOOR 1/4"MAX.FROM PIN m w o 1/4"MAX.FROM PIN t" g
X GUIDE TO BUSHING w 4 CONNECTION TYPE 1/2" UIDE TO BUSHING
' Q ` WA ITYP.) S� E
iv WASHER(TYP.) EDGE REFERENCE ANCHOR
a S�1 EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. ---o�r'm 00PYMifFRWLBGOUFWPE.
BLOCKIOR WOOD EXISTING CONCRETE, SPACING AS SHOWN ZCONNECTION�Tl-E 15-2339
FRAMING h CONNECTION TYPE IN DIAGRAM ON PG.9 EFERENCE-ANCHOR
OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR � SCALE: -
- "x 3"11/4"CONT. 3 CONNECTION TYPE 012 x 1/2"SMS(al 12" SCHEDULE FOR MAX. -SPACING PAGE DESCRIPTION:
c 063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE,
LOCATION.FRONT AND
MAY BE REVERSED SCHEDULE FOR MAX, pOP RIVETS[d 6"O.C. BACK ANCHORS NOT REO'D BLOCK O. WOOD FRAMING
5 SHOWN DASHED) SPACING OR 1/4"0 ALUM.POP WITH THIS LOCATION �• E„ RIVETS(al 12”O.C. ""-'�
O WALL MOUNT SECTION j O CEILING / INSIDE MOUNT SECTION �S_-E �08:N7_SCALE i 3"=1'-0" SCALE:3"=1'-0" rIAL'E 3"=1'-0' no I
I
I
I
MN GLASS 111 ) DO,P.E.
ON
ORASS DOOR PER TABLSEPARATE2- 130�
_ _-_- _ _ _wo.= GLASS OR __—_ ��, •••/,• �•�/i7 �
DOOR
tqx w< _' GLASS OR 0.
a. DOOR MN GLASS Tk
X N m SEPARATION z
MN GLA55 w PER TABLE 2 .Q; �•/(�
X F SEPARATION Ix
F m w '�''p Ac•� lip, "/'Vyj
\ J= PER TABLE 2 F uwwi 2 I<- tt w F~-Q '�/// N ..
_ __ ul =N O H vwi=F- ////// �0 U
1 - - to II-aw _ =Z�
zO,u 13 LIto-u � 4:>,X �'-
I /2" 1 Y z C1 CONNECTION TYPE X w o z =ms m`o
r -
E1/144" X.FROM PIN GUIDE 20u a REFERENCE ANCHOR F -' z ZHING WASHER(TYP.)! IA SCHEDULE FOR MAX. v
TWO 1/4"0 WOOD � ZV!.250" < SPACING <N W 3�
LAG SCREWS @ 24" —C4 CONNECTION TYPE 1 j ,250" o w a
O.C.MAX.WITH 2" REFERENCE ANCHOR .1 row"
THREADED PENETRATION
SCHEDULE FOR MAX.
"T"INTO CENTER OF 2X STUDS SPACING �'1-
H EMB."T' 14 SMS @ MIDSPAN BETWEEN /Y E /W .I• 1B
STUDS FOR TRACK.TO 1"x 4" / ST.
' PLYWOOD& TUBE CONNECTION / EXISTING HOST STRUCTURE m
STUCCO FINISH 1•'x 4"x.125"
6063-T6 ALUM.TUBE
O DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL WAS
THIS DETAIL TO BE USED WHEN STUD SPACING j
d EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. SCALE.3"e 1'-0" SCALE r 3 1'_0"
��s o
C WALL MOUNT SECTIONFA
HIS DETAIL MAY 16 a<m
SCALE.3"=1'-0'• LSO BE USED I pv
AT TOP
G z
f<
-c ul O
ACCORDION SHUTTER E
Ix
PER PRODUCT APPROVAL Iw- o —GLASS w s
SEPARATION DOOR j N
GLASS
APPLICABLE AT TOP IA n PER TABLE 13 w II EXISTING WOOD(G=0.421 �"O t
X Z TRUSS OR RAFTER
n AND/OR BOTTOM < a Z
Q < @ 24"MAX.O.C.
2"OR 3" L m F OI EXISTING FINISH
MATERIAL
r
HL .11
$ 1 2"MIN.-
2"x 3"x Ye"x CONTINUOUS.OR 2 ll MAX.FROM PIN GUIDE 2"x 5"x 1/0"6063-T6 p
TO BUSHING WASHER(TYP.) I
6 1/4"TILE(TYP.1 1/4"0 WOODa
ELAG THREE m
Ir w
I w
5" o 'a55
2"x 2"x%"x CONTINUOUS _ 1" x q B
Ev
6061-TG ALUMINUI4ANGLE FINISH MATERIAL SCREWS WITH 2-3/4" ag
b - 0.9"MIN.THICK 6011-T6 ALUM TRACK X <' 3/4"PLYWOOD MINIMUM THREADED ,
—i/4"0 A325 GRADE THRU BOLT 7"O.C. PENETR,"T"IN WOOD @ 5 6
ANGLE FASTENED TO FASTENED TO ANGLE"WITH 1/4-20 O EACH RAFTER OF TRUSS,
o st t3lsl 5 q
L t OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C. 24"O.C.MAX.WHERE I
MACHINE SCREWS IIT 3"FROM ENDS ANGLE EXTENDS BEYOND 5
EXISTING 3 KSI CONCRETE ----� } GALV.OR S.S. e
HOST STRUCTURE WITH
AND 9"O.C.FOR E;BALANCE LAST TRUSS MORE THANE 0: a
�'- 1/4"0 ELCO ULTRACON TO CONCRETE/CMU rg�
'4 Y,"D ELCO ULTRACONS AT EXISTING CON CRFITE HOST S"O.C.W/1-1/4"MIN.EMB. 6", EXTEND ANGLE TO H 4i Z G. q i
3"FROM ENDS AND 4"O.C. 2-1/2"MIN. STRUCTURE(3000 P,51 MIN) " ;5 OR 1/4"0 LAG SCREW @ 9"D.C.W/1-7/B" NEXT TRUSS. "'m j 7 d a
FOR BALANCE WITH R4" '• MIN.EMB. IN WOOD SG-0.42.TO 0.55. 1~-IA z p gg
3 MIN EMBEDMENT AND 2S=" MAX.DESIGN LOAD AT 5'-0"MAX SPAN: ] v1 w
j MIN EDGE bISTANCE, f 62 P.S.F. iEXISTING CONCRETE, iJ 13 ==Z v n d "P
,HOLLOW BLOCK OR
STAGGERED WITH 3"MIN. MAX.DESIGN LOAD AT 6'-0"MAX SPAN: WOOD FRAMING.SEE LO o N< C0PYRWfFAWLWKA1 10PE
SPACING,TYP. t 52 P.S.F. (ANCHOR SCHED. r 2"x 5"x 1/B"CONT. X z p z 1-
'" ALUM.ANGLE(6063-T6) <W Ir< 15-2339
5 HO BUILDOUT MOUNT iSTRUCTURE!BASED ON TYPE OF f Lien SCALES
SCALE:NTS (MAX.DESIGN LOAD:72 P.S.F.) L xt PAGE DESCRIPTION:
F OPASS THRU DETAIL
Hb SCALE.3"-7-a O TRUSS MOUNT SECTION °�9
SCALE:3"=1'-0"
I
i'
I_
i
EXISTING HOST ALT.LEG DIRECTIONn113n1Y)p�"0,P.E.
STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"141N AP j12'MIN FROM EDGE OF ACCORDION EDGE OF SHUTTER, SHUTTER BLADES ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUh1
TOP OR BOTTOM ASSEMBLY ;N I/2" SPACING,AND 3"MINIMUM EDGE DISTANCE
"
- ,I AX (7.)6063-T6 ALUMINUM I'
AI4GLES PER BEAM END,SIZE
PER SPAN TUBE SCHEDULE *i• Na,
EMBED. 11 SPAN TUBE PER
DESIGN SCHEDULE '\'O o
- ACCESS HOLE 'S A ��
EDGE OF ACCORDION z Z 1/4-20 MACHINE BOLT VV/NUT @ 0'• � �
SHUTTER BLADES ' bl`M•
3.5"MIN f a 12"O.0 OR X 14 x 3/4"SMS 6"O.C. �C' \
TYPICAL 1/2"MAX. 7jLj 131 "Or
2 3
3"MIN _ Ij1TTU'f w W
2.875"p HOLE(TO RECEIVE DISTDANCE 1I GE 3)16 ~ U L m LL Z d
ROUMD WINDOW ASSEMBLY) EXISTING A SEPARATION 13 w p� W117 ti OJ 3
MAXIMUM OF 3 WINDOWS WW ,3
PER EVERY OTHER BLADE GLASS OR
DOOR =pU
L LIGHT-N-VIEW WINDOW a MIN NLOjm 1.0
o0
g DGE1/2'MAX w n a
oo E
8 N.T.S. EXTERIOR ELEV Mk DISTANC Nut -
?gym -- 5 6 --
0 K N
Nw A. z Z 3 16 1/4-MAX.FROM PIN GUIDE n
(,OIU BUSHING WASHER TYP. „1
w~ G 1/4-20 MACHINE
rv1 n BOLT WNUT
ACCESS W/NUT
°7 1/2" HOLE 12"O.0 OR N14 x 3/4"SMS 6"O.C.
2.875"0 HOLE TO _ -SPAN TUBE PER
RECEIVE ROUND 8
d EMBED.
WINDOW ASSEMBLY - DESIGN SCHEDULE
1/2" (2)6063-T6 ALUMINUM
PAX. ANGLES PER BEAM END,SIZE mX¢rn1i
EXISTING PER SPAN TUBE SCHEDULEELj
p v
HOST SCHEDULE FOA REQUIRED NUMBERS 0 THRU BOLTS SEE BEAM O?m
STRUCTURE Q
L 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN \m p
v EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM ----�� J E r w
0.125" ---{{{���0 125" SPACING,AND 3"h11NIh,Uh,EDGE DISTgPICE �t�:• W
$ 0.032" 0.032"•-� ` E 3
III MAX.DESIGN LOAD=f 72 PSF
0.196" //� . � SPAN TUBE SECTION N `�
N.T.S. VERT SECTION
e QS° \� f11i S
\ SPAN TUBE SCHEDULE
J ALLOWABLE TUBE NUMBEROF NUMBER OF MINIMUMANGLE
LL 1 SPAN THRU-BOLTS ANCHORS PER
ROUND+ I {) WINDOW SIZE S SPAN R __.___ _ .-_.__.____.._.ANGLE LENGTH- N
.. - --r------- _ 6
TOP BOTTOM TOP OTUBE TOP IBTUBE TOP BOTTOM v, ,ffgg
v1 a ASSEMBLY a ,4" a21
/ m� TUBE TUBE TUBE TUBE TUBE I TUBE TUBE TUBE
80" 123_8' 135.2'• 2 2 2 J 4' 7" eE �
.. .. _.. _____-._
'n 0.12S' OB" 101.7' 108.9" 2 2 3 3 7" 7" "
0.125" .. _ .. --
-- .
NE �-- 123' 09.9" 94.4" 2 2 3 3 7' 7" - z
`\ 2'ke'k 60' 120.1' __157.0_-2__ 2 _ J 4' 7'
B6" _ _ __2_ _
114.0' 124.1^ 2 2- 7' 7^
0.125' 102 8' 109.6" 1 2 2 4 4 10" 10" e
60" 136.01 196.9" 2 2 3 3 7' _ 7" 1141
02.875" �-}0.188" 1 2"x 8'k 96" 122.7' 155.7^ 2 2 3 4 7' 10'
5 03.z50" 0.125 _ _ _ s9
b; ! 123" 116.4 137.5' 2 3 4 1 5 10' 13
2'x10'x 60" 158.1' 240.0^ 2 2 J 4 7" 10'
> 90" 140.6' 229.0' 2 3 A 0 ---10" -i6_ yl Id a? 6
29 LIGHT-N-VIEW WINDOW �� /i 01875' ,23" 1322' 203.1" - 3 - 5.. 13" K 72 99
O:PIAIGKf IR°IXL B9WJ=PE.
`J N.T.S. SABIC PLASTICS SLX 1431T-UL-9411B ��_ / SPAN TUBE SCHEDULE NOTES:
1. S 2"x3"xl 4 "x5"xl/4"ANGLES FOR 2"x5"&2"x6"BEAMS. 15-2339
€ 3. USE BEAM SCHEDULE FOR4"ANGLES D DETAIL
31 2" x10'BEAMS. SCALE: -
4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER PAGE DESCRIPTION:
CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS.
�Z� B LA Q E W/ ROUND WINDOW 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND
F BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, °9 9
ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS
G 8 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.
C 6. LAP BEAMS ARE NOT ALLOWED. co
= 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM.
S ���i
1 -
V:
Y
ANCHOR SCHEDULE: CONCRETE `���i. op� PE
_ N t//''%
! ,5"MIN EDGE DISTA E
G S a SRi"ZTDT6'=0=
LOAD 4-Span UDTt'o'8'3 Spans Up To IT-0"
NN-iYPE
ANCHOR FSQ �-O � � �ONN 1YPE`� CONN TYPE _
x C ( C jwm C1 C2 C3 SCSD Cl C2 C3 C4HC5NORECO i 16. IG 0 1,0"16 0"16T,0: 6.0 16.0" 9.0" 13.' 16 07 16.0" 95" 55' 8,5"ULRAGON WRH 1A3/4f 53 . . 14. 16.0' 6.0"12.0 7.0" 10.5' 15.0" 7.5" 4.5• 7.5" f1 62 16.0"16.0" B.5 12.5 1.0_16.0" 9.5: 5.5_' 8.5" 15.0"15.0' 7.5" 4.5" 7.5" ••• 9Fry ••�
70_16,0"13.0" 7,0" 11.0"16.0"15.5" 8.0" 5.0" 7.5" 11.5"15.0" 7.5" 4,5" 7.5" 1D.5" , 0 W.14,51
7 /@B COMBINATION / .< • 8 o1007.5M1.57.5" 2 x S ITYP 9 / 100 COMBINATION '/ ,1/4"MILLEN T 43 16.0 16.0"15.0 16.0"16.0"16.0"16.0" 9.0" 13.5" 16.0"L60" B.5" 5.5" 9.0" 13.5" /WITH 1-3/4'EMBED(3275PS1 53 16.0•'16.0"11.0"15o"16.0"160"110" 10" 10.5"16.0"13.5" 7.0" 4.5" 7.5" 9_5" O ul•, W a
MIN CONCRETE) G2 16.0 15.0 BS" 13.0 16.0"16.0" B.5" 5.5" 9.0" 13.5 13.5 7.0" 4.5" 7.5" 9.5" •G�j R �63:
70 16.0 12.0 7.0 11,0"16.0"14.0" 7.0" 4.5" 8.0" 10.5'13.5" 7.0" 4.5" 7.5" 9.5" u a W (7 a
100 13.5" 7.0 4.5" 7.5" 9.5" 33.5" 7.0 4.5'• 7,5" 9.5" 13.5" 7,0" 4.1' 7,5" 9.5" t+m Z o g
1/4-ELCO CRETEFLEX SS4 43 1fi3O"16.0"16.0 16.0 16.0 16.0"16.0"13.5"16.0"16.0"16,0"12.5" 8.0" 13.0"16.0" W 5
W/2"EMBED(3350ps1 MIN 53 16,0 16.0"16.0"16.0 16.0"16.0"16.0 10.0 15.5 16,0 16.0"10.0" 6.5" 11.0"14.0" 1 x 5 TYP.1 2 x 5 TYP. W D 4 3 �Z
CONC) 62 16.0"16,0"12.5"16.0"16.0"16.0"12.5" 8.00'"_13.0"16.0"16.1)"10.0" 6.5" 11_0"14.0" Ill
°`S m
N� 3
70 16,0"16.0"10.5"16.0"16.0"16.0"11).5" 7.0" 11.5 15.0 16.0"10.0" 6.5" 11.0"14.0" o
16.0"10.0" 6,5" 11.0"14.0' 16.0"10.0" 6.5" 11.0"14.0"16.0"10.0" 6.5" 11.0"14.0" We Y/ W
LL ' I"MIN EDGE DISTANCE 10 p
NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING. a
Cl cz c310
c4 cs Cl cz c3 c4 cs Cl cz c3 c4 cs SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE:
1/4"ITW TAPCON OR ELCO 43 16.0'•16_0" 7_5'_ B.O. 16,0"16.0"16.0" $.0" 5.5" 16.0"16.0" 9,0" 3.0" 4.0" 14.0" - C2 CONNECTION TYPE USING PIECE 10 WITH OUTSIDE r�
m ULTRACON YJI7N 1-3/4' 53 16.0"16.0" 5.5" 6.5" 16.0"160"12.0"' 4,5" 16.0"14.5" 7.5" 10.0" ANCHORS ONLY- ut
EMBED(7192psl 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
70 10"Iz.S" 4.0" " 10.0" - C4 CONNECTION TYPE USING PIECE®WITH m-_ 14.5"7.5" 11.0
5.0"6. 16.0"L5.0" " 7.5" 10.0" OUTSIDE ANCHORS ONLY
10.0"14.5" 7.5_ j�/10.0"14.5" 7.5" 10.0"
1/4"FIILLENIUM MILLFAST 43_16.0"16:0"11.0"13.5"16.0"16.0"13_0" 6.5" 9.5" 16.0"13.0" 7.0"
WITH 1.3/4"EMBED(3275psi 53 f 6.0"16.0" B_0" 11.0"16.0"16.0" 9.0" 5.0" 7.5" 16.0" 10.5" 5.5" 5.5" 7.5" ANCHOR NOTES: W 8
d
IN CONCRETE) 62 16.0"11.5" 6.0 9.0" 16.0"13.5 7,0" 5.0" 6.5" 11.0"10.5" 5.5" 5.5" 7.5" �ri
( 70 111,1"12.5" s.s" B.D" 16.0"11'.5" 5.5" 5.5" B.5" 10.5" 5.5"/5.5'• 7.5" 1. SPANS AND,LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING F�Na`St o
d 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"
ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE �.��O¢M
0 1/4"ALL-POINTS SOLID-SET I 1-1/4^MEN EDGE DISTANCE
LIMITED TO THOSE SHOWN IN TABLE 1(P9 1). o v 0
UO ANCHOR W/7/e"EMBED& Cl C2 C3 C4 CS I ClC2 C3 C9 CS Cl C2 C3 C4 E5 2• ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, O zJD
ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR -q z
1/4-2D Ss hfACHINE SCREW 4-3 16.0"16.0" 8.5" 10.5"16.0"16.0"�6 --%L-SC
5.5" 7.5" 16.0"12.5" 6.5" 3.0" 5.0" 1.0.0•' EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN'GREATER E
° (3000ps1 MI NG) 53 16.0"15.0" 6.5" 8.0" 16.0"16.0" 4.0" 6.0" 15.5"10.0" 5.0"%4.0" 7.0" THAN OR EQUAL TO SHUTTER SPAN. -'�
R 62 16.0"11.0" 5.0" 7 0" 16.0"12.5" 10.0"10.0" 5,0" 4.0" 7.0 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTIONTYPE.70 16.0" 90" 4.5" 6:0" 16.0" 3,0" 4.0" L0.0" 5.0" 4.0" 7.0" 3 g
m 100 10.0'• 5.0" 4:0" 7. 10.0" 5.0" 4.0" 7.0" 0.0" 5.0" M1.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE $
° 1/4'ALL-POINTS SOLID-SET �mfil EOGETOI5TANEEP�i BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER d v
------ ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE
LL
ANCHOR W/7/8'EMBED& Cl C2 C3 C4 !Cl C2 C3 E. CS C C2 C3 C4 CS CONNECTION, PE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF
1/4-20 55 MACHINE SCREW 43 16.0"16.0"16.0"16.0"16.0 16.0"16.0"I1_5"..16_0"16.0"11,0" 7.0" 11.0"116.0"1 CONNECTION TYPE. o
b (3000ps1 MIN CONC) 53 16.0 16.0"13.5"16.0"16.0" 0"14.0" B.5" 13.5'16.0"i6 8.5" 5.5" 9.5" 12.0" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE
62 15.0 16,0"10.5"16.0"150"16'.0 3.0" 7.0" 11.0"16,0 ,0" 6.51• 5.5" 9.5" 12.0" ONLY.
70 16.0"15.0" 9.0" 14.0-116.t 76:0" 9. fi.0" 10.0' , '16.0" B,5" 5.5" 9.5" 12,0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
100 16.0"18.5" 5.5" 9.5" 12.0"16.0" -MI E 9ST CE 16.0" 8.5" 5.S" 9.5" 17..0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT
1/4^POWERS SS bRop•lN 12.5/8^MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
W/1/4-20 SS BOLT AND C2 C3 C4 CS ICI C2 CJ C4 CS Cl C2 C3 C4 CS FINISHES.
1"EMBED(3000ps1 MIN 43 Cl16.0"16.0"14.0"16.0"16.0"16.0"14.0" 8.0" 12,5" 16.0"19.0" 7.5" 5.0" 8.0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS c o p
CONC) 53 16.0"16.0" 9.5" 14.0"16.0"16:0" 9.5" 6.0'• 10.0 16.0"11.5" 6.0" 4.0" 7.0" 8.0'• VARY,FIELD VERIFY THAT FASTENERS ARE INTO AUEOUATE WOOU FRAMING .. 6
62 16.0"12.T' 7.5" 12.0"16.0"14.5" 7.5" 5o, 8.5" 11.5"11.5" 6.0" 4.0" 7.0" 8.0'• MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 4�6a
tltlff�L��OO 70 16.0"10.0" 6.5" 10.5"16.0"12:0" 6.0" 4.0" 7.5" 9.0" 11.5" 6.0'• 4,0" 7.0" B. SID[CLOSURE PIECES.
1.25�� r
m 100 11.5" 6.0" 4.0" 7.0" 8.0" 11:5" 6.0" 4.0" 7.0" B.0" 11.5" 6.0" 7.0" 7.0" 8,0'• 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF SND FRAMING,FASTENER
___ SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN. WOOD STUD.3/4" u
m 1/4"POWERS SS DROP-IN 3.1/2'MIN EDGE DISTANCE EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL
m W/1/4.20 Ss BOLT AND Cl C2 C3 C4 c5 Ici c2 c3 c4 c5 c1 c2 c3 CM1 c5- HAVE PHILLIPS PAN HEAD OR HEX HEAD. g94&
1•EMBED(3000ps1 MIN 43 16.0"16.0"15.0"116.0"116.0"16:0"14.5" 9.0" 1' 16.0"15.0" 7.5" 5.0" 9.0" 12.0"
CONC) 53 16:0"16.0"10.5'15.0"16.0"16.0"10.0" 6;5" 10.5" 16.0"12,0 6.0" 4.0 7.5 B.5'• 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/7."ENGAGEMENT OF THREADS IN 6g
BASE ANCHOR AND 14AY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER q g
d •1�--•� 70 16.0"30.5" 7.0" 11.0"16.0"t2.5" 6.5" 4.5" 8.0" 9.5"1 12.0" 6.0" 4.0" 7.5" BS" HEAD(SIDEWALK BOLT),U.O.N.
®®4
100 12,0" 6.0" 4.0" 7.5" B.5" 12:0" 6.0" 4.0 7.5" 8.5•' 12.0" fi.0" 4.0'• 7.5" B.5'• ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. LL fj 66&
2'MEN EDGE DISTANCE s DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, - ,�g ie
ARM012 OR
W/2"EYEWALL C3 C2 C3 C4 CS !CI C2 C3 C4 C5 Cl C2 C3 C4 CS NUT OR WASHER WINGNUT, COpI'WDJBPPAM(LODOJA4W p.6
AR140R INSERT W/2"EMBED 43 16.0"16.0"11.5"14.0"16.0"16.0"116.0" 7:5" 10,0"16.0"16.0 9.0" 4.5 6.5" 13_5"
(2 Ops F11N CONC) 53 16.0"16.0" 8.5" 11.0"16,0"16:0"!11.5" 5:5" 8.0" 16,0"14.0" 7,0" 3.5" 5,5" 10.0" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED 1N ANCHOR SCHEDULE. 15_2339
62 16.0"15.0" 7.0" 9.5" 16.0"16J0".9.0" 4!5" G.5" 14.0"14.0" 7.0" 3.5" 5,5" io.u" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO SCALM
'° 70 16,0"12.0" 6.0" 8.0" 16,0"14.5•'1 7.5" 4:0' 6.0" 10.5"14.0" 7.0'• 3.5 5.5" 10.0" DRILL INTO HOLLOW BLOCK NOR SHO(!LD IMPACT DRILLS BE USED 70 INSTALL pppe pescR[vnpHl
CONCRETE SCREWS TO HOLLOW BLOCK
100 14.0" 7.0"*3o510.0" 14:0" 7.0" 315' S.5" 10.0"14.0" 7.0" 3.5" 5.5" 10.0"
912 SMS W/2.75'EYEWALL 43 16.0"16.0" IG.O"16:0"116.0" 10.0"14.0' 16.0"16.0"11.5" 6.0" 9.5" 16.0_'ARI40R INSERT W/2.5' S3 16.0".16.0" 160"16:0"15.0" 7:5" 11.0"16.0"16.0 90 5.0 8.0" 13.0" °9EMBED(2000psl F1IN COtJC) 62 16,0"16.0" 16.0"1'6:0"11.5" 6;5" 9.5•• 16.0"16.0" 9,0" 5,0" B.0'• 13.0"70 16.0"16.0" 16.0"16:0" %!5 S:5" 8.5" 14.016.0" 9. 5.0" B.D" 13.0" \(�
100 16.0" 9,0" 13.0"16:0"1 9.0" 5:0" 8.0" 13.0"16.0" 9.0" 5.0" B.0" 13.0"
t.
I
I
I
ANCHOR SCHEDULE: CONCRETE (CONT.)
2-3/16"MIN EDGE DISTANCE 3-I/8"MIN EDGE DISTANCE " •LJ},I. f?„
G Spans Up To 61•0" Spans Up To 8'-3" Soans UD To 12'-0" Spans UD To 6'-0" Spans Un To 8'-3" Soars UD To 12'-0"
N TYPE
O g LOAD CI C2
CONN
NC3 I C4 CS Cl C2 CONN
NC3 TYPE C4 CS CI C2 I C YP C4 CS Cl C2 INC3TMP C4 CS Cl C2 CONN
NC3TMP C4 C5 C1 C2 ON 3 I C4 CS
O ANCIIOR (ps()
43 16.0"16.0"16.0"16.0"16.0"16',0"16.0"12.0"16.0"16.0"16.0"j
" .0" 12.0"16.0"16.0"16.0"16.0"16,0"16,0"16.0"16.0"12.5"16.0"16.0"16.0"11,5" 7.5" 12.0" 16.0"
5/I6"ITv!7AP`ON XL WITH - ___ _ --, S � T Q�m
1-314"EMBED 2899ps1 MIN 53 16.0"160"14.0"16,0"16.0"Ifi:0"14.5" 9.0" 14.0"16.0"16.0" .0" 10.0"12,5" 16_0'•16,0"14.5"16.0"16.0"16.0"15.0" 9.0 14.5 16.0" I6 0" 9.5" 6.0" 10_5"13.0"
CONC) 62 16.0"16,0"11.5"16.0"16.0"16:0"11,5" 7.5" 12.0"16.0"16.0" .0" 10.0"12_5"16.0"16.0"11.5"16.0"16.0"16.0"11.5" 7.5" 12.0"16.0'16.0" 9.5" 6.0" 10.5'•13,0" �j� C z
70 16.0"15.5" 9.5" 15.0" I6.0"16:0" 9.5" 6,0" 10.5"17.5"16.0" .0" 10.0"12.5"16.0"16.0"10.0" I5.0 16.0"16.0"10.0" 6.5" 10.5"14.0"16.0" 9.i" G.0" 10.5"13.0"
__.. ._ .. .. _ ._._100 16.0" 9.0" 6.0" 10.0"12.5"16.0•' 9.0" 6.0" 10.0"12.5"16.0" .0" i0.0"12.5"16.0" 9.5" 6.0" 10.5"13.0'•16.0" 9.5" 6.0" 10.5"13.0"I6.0" 9.5" 6.0" 10.5"13.0"5/16"ELCO ULTRACON WITH 43 16,0"16.0"L6.0"16.0"16.0"16.0"16.0"13.5"16.0"16.0"16.0" 8,0" 13.5"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"15.0" 16.0"16.0"16.0"13.0" 9.0" 15:0"16.0" � w t X1-3/4"EFIBED(3500Ps1 MIN 53_ 16.0"lfill"16.0" 6.0"16.0:'16:0" 15.5"10.0"16.0"16.0"16.0" .5" I1.5"17.5"IG.0"1G.0"IG.0"IG.0"16.0"16.0"16.0"11.0"16.0"16.0"16.0"10.5" 7.5" 12.5"15.0' _ > ulOCONC) 62 16.0"16.0'•12.5"16.0"16.0"16.0 12.0" 8.0" 14.0"16.0"16.0•' 6.5" 11.5"13.5"16.0"16.0•'14.0:'16.0"16.0"16.0"13.5" 9.0 15.0 16.0" 16.0 10.5" 7.5 12.5"15.0" I Q L7O
70 16.0"16.0'10,5"16.0"16.0"16:0" 10.0" 7.0" 12.0"14.5"16.0" 6.5" 11.5•'13_5"16.0"16.0"11.5"16.0"16.0"16.0"11.0" 7.5" 17.0"16.0"16.0"10.5" 7.5" 12.5"15_0" 7 m e WU100 16.0' 9.5" 6.5" 11.5"13.5"1610" 9.5" 6.5" 11.5"13.5"Ifi0" 6.5" 11.5"13,5"16.0"10.5",7.5" 12.5•'15.0"16.0"10.5 7.5" 12.5"15.0"16.0"10.5" 7.5" 12.5"15.0•' L N C1 3 2
1/4"304 SS POWERS TAPPER 1,-I/2"MIN EDGE_DISTANCE __ 3"MIN EDGE D[SiANC_E _ _ LU m
W/1-3/4"EMBED(3000ps1 C1 C2 C3 C4 CS C1 C2 C3 C4 CS CI C2 C3 C4 CS Cl C2 C3 Ca CS CI C2 C3 C4 CS CI 62 C3 C4 CS 3
MIN CONC) 43 16.0"14.5" 6,5" 8.5" 16.0"1215" 7.0" 4.0" 6.0" 12.5" 7.0" 3.5" 4.0" 5.5" 16.0"16.0"_13.5"16_0"16.0"16.0"14.0" 8.0" 12.0"16.0"14_5" 7.5" 4.,' 6.0" 11.5" p W e
53 14.0" B.5" 4.5" 6.5" 14.0" 9�D4.....5S,.' 3.0" 4,5" 9.0" 6.0" 3.0" 3.0" 4.0" 16,0"16.0" 9.5" 13.5•'16.0'16.0" 9.5" 6.0" 9.5" 16.0 12.0" 6.0" 4.0" 6.1" 8.5"
62 11.5" 6.5" 7,5" 5.5" 12.0" 7 .04.0" _13.0" 7.5" 11.0"16.0"14.5" 7.5" 5.0" 8.0" 12.0 12.0" 6.0" 4.0" G.5"5,0" 10.0" 6 " 4.5" 6.0" 3.0" " 4.0" I6.0"10.5"'6.5" 10,0"1G.0"12.5" 6.5" 4.0" 7.0" 90" 12.0" 6.0 4.0" 6,5"3.0" 3.0" 4.0 6 3.0" 4.0" 6.0" 3.0" ].0" 4.0" 12.0" G.0" 4.0" 6.5" 8.5" 12.0" 6.0" 4.0" G.5" B.5" 12.0" 6.0" 4.0" 6.5" 8.5"
. --- -
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
x N CS C2 C3 0 1"MIN EDGE DISTANCE 2.112"MIN EDGE DISTANCE w y
Spans Up To 6'-0" SDans Up To B'-3" Spans UD To 12'-0" Spans UO To 6'-0" Spans Up To 8'-7" Spans Up To 12'-0"
d o I.C. LOA; CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE H # m
(psf C4 CS .Cl C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 CI C2 C3 C4 C5 CI C2 C3 I C4 C5 V]rn ¢n
1/4"ITW 7APC011 VlI71i 43 8.5" 7.0" 3.5' 0.5" 6.D" 3.5" 6,0" 3.5" 11.5" 10.0" 5.0" 6.5" 11.5" B.5" 4.5" 3.0" 4.5" B._5" 4.5" 3.0" 4.0'• 'c a O rJ
1-1/4"E14BED 53 7.0" 4.0 7.0 4.5" 4.5"a 9.5 6.0" 3.5" 5.0 9.5 6.0 3.0"%a /3.5 6.0" 4.0" O Z m tw
62 5.5" 3.0", 6.0" 3.5" 0.0 4.0" 4.5•' 6.0" 5.0"_�// 3.0" 4.0"
1-114"EFIBED 53' 10.5" 6.5 10.5" 6.5" 6.5" 5.0" 10.5" 6.5" 3.5 3.5" 6,5" a 0" c U 4
. 100 45../ / 5.0' 3.0" 4.0" 3.5" 3.5" 6.5" 400'' 3.0"
$ 1/4"ELCO ULTRACOFI WITIi 43 53.0' 10.5' 6.5' I3.0" 9.0 I.W. 13.0' 10.5 4.5" G.0" 13.0" 9.0" 5.0 3.0" 4.0" 9.0" 4.0" 3.0"
rn 6c 8.5' 9.0 8.5 4,5 4.0 9.0 5.0 4.0 4.0" 3.0"
os
m 70 7.0" 7.5" 7.0" 3.5" 3.5" 7.5" 4.54.0" 3.0" N <
100 4.0" 3.0" 4.0". 3.0" 4.0" 3.0"
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