HomeMy WebLinkAboutProduct Approval Property Information Building Information
Owner: Waldron Wind Zone: 160 MPH.
Address: 154 Mediterranean Blvd '' Exposure Category: B
Port St Lucie,Fl 34952 r Minimum Building Dimension: 30 ft.
Mean Roof Height: 15 ft.
Risk Category: II
Design Pressure Calculations
Opening Location Device Device Device Max Positive LMax Negative
Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf)
1 End 57 52 7 31.0 -40.4
.............._. _ ......... ... ............. ...... . ... .. . ......-......................... ........ ... . .................._ .._.-- ..
2 Int 36 52 7 31.9 34.7
.... .........
3 Int 53 52 7 31.1 33.9
.. _ ..._... .. . - - ._... _ ._._.. ........ ......... .. ........... .._.... ...__...
4 Int 53 52 7 31.1 -33.9
_._ .. _. ........ . .... ........._ ..... . ....... . ..... ..._._.. ._._....... . ..... .. ... ............ . ......... ..... _ ..
5 Int 72 80 7 29.6 32.3
....... .. .......... ... ......................._ . ._._.. ........... _ _ .. . . .....
6 End 74 62 7 30.0 -38.6
......... ......... . - ._._.._.. ......... _...... ............. ._.... _. ......_ _..
7 Int 26 45 7 32.5 -35.2
.....- .._ .._....._ ......... _ ...
8 Int 26 45 7 32.5 35.2
Prepared in accordance with:ASCE 7-10.Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code.
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S' ' Product Approval
USER:?t;_id.
>Application Detail
FL
ti
. .. App<cai n yz,= Re :sic.n
Cade Version 04
cpiication Stats Anorcvet
cC,^....,=_tits
Archived
Prod:._- -Anufa-more, �cCc .,_r} Y:,do�_ries,
Address/Phone;Emaif 400 1:'e=_:Pfci au Road
Ft.Lauderdale, FL 33309
(954)493-8551.
- .tom;�ptc-alum.com
Authorized Sionature Frank.:5ennarda
*ranks engexp.co^:
Tec^n€cai Representative . Tho;-as B.Johnston
ddress/PhonelEma'i 400 zest ticNa5 Re.
Ft.Lauderdale, FL.33309
/954;9.70-9999..
:Lo^�cc�.tc-a 1 J M.Com
Quality Assurance Representative
Address/Phome/Gmail
Ca,eclor
. SJ cate'Jo:%!
Cermiiance Method Evaluation Rept t from Fioridz Registered Architect or z Licensed
Florida rro`e=_sional.En ineer
ES+alJatiUr Repot Herd copy Received
-- io^;de iar i ?,-o,7arcfiite. f9en=Tvho rank
develored ithe Evaluation.Report
Florida License._: PE-0046549
:. QJa.ity/-ssurance Entity _ - F:aii Ong A,.cre�l�ation& Ifiana g..ment�nn_I%Jt^ -
. ... Quality.FssuranceCo rract:EXPlration: Dat -
Validated 8y- ORLANDO L. BLANCO, P.E.
Validation Checklist-.Hardcopy Received
Certificate of 3ndeoendenc=
__
.:.....
Referenced Standard and Year(of Standard] $Yenit3r(i Year
ASTM E1886 2006
ASTM; E_996 2005
ASTf t E330 2002
?poi
B.1 -b.-. 1114/2) i 16
s
1'larida BLiildin Code Online PaCle 2 of3
TAS 231 loos
TAS 202 1,994
TAS 2431994
Ec::...a,e^ e of Pr odua Sear dar c-
rem
L �oley
By FiO.''Eda Ucer;sec: ,cl.01 ess,o^a3 En:.`Fee-,,'Arr-... .. t
'r_GL... ^rC•..,. t`i_`^C.. t•1ett`o6
Diai=S::bT_led 0•=121/20115
1,'-`iclate, 014 "912015
.Da-e"rern-din_ FBC A.Provai G5/t?6/2015
has Ap rered 06"'22/2015
_... _............__
Summary of Products
FL ,"Model,Number or Mame Description
1.3752.1 16.8 A cordicr,Shu–ter Laree Missi€e Ir-nac:Resistant Accordion Shu–,er fi��tie n
-
"Limits of Use "llnstallation Instructions
Approved for use in HVHZ: Yes
Approved.for use outside.HVHZ:Yes Ver,E a may: FF ank L. Berra,dc, o.E. PEM/46S=c
Impact Resistant: 1'esCrea:ed by Indep_erFden:'Third ird?a2y:1'es
Design Pressure: N,1_1 ;Evaluation Reports
Other:See insta!ladon drat nes fcr a'iocvabt-
F
�srB n/pressure combinaJGns and additional limitations 3 Created tv :rip oendentmT h',. .y:Yes
' 2 �: 8 LEcfi 1 re S 1J Tet" t arg=A,`=siie Impact Resistant Accordion Snuuer Sys erns
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes
Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549 ?
€:
Impact Resistant:Yes I Created by Irdeperdent Third?a y:Yes
Design Pressure: N/A Evaluation Reports
Other:See installation arawin- [3r cl€iD%vable
'soanlpressLire combinations arid aadi.ional;imitations o ;Created b; Independent Third Parte: Yes
,i
Use.
- 13757.3 - C.A. ESSentSal ;,il'ttieS Accordion k..H! minum accordiar:shl_)Z er cFx�FCveC LID'0 Missi e level
.
Eli . . _ -: E "cr use with essential facilities and wind zone z
l
applications.
Limits of Use. Installation Instructions
Approved for use.in HVHZ: R
r Approved for use outside HVHZ:Yes �erifl c '�^r 3..i,_Ee�CaL CPQ=D0_4.6599
—_ mpact Resistant:Yes l Cr_a:eub{Indepa'
d4ntThl^d'Party:Yes
Design Pressure: -1101-123 REvaluation Reports
Other,' See product oravring for additional ilformBtic i _--
-- rcut_t ay IndFa_^dert hrry ar
C^rra.=1-rc -ae,-r,;••.+r"+:circa- ra,,.nas x c 39t'PaVnc•.a_.p._ -1524
Trie s.,.._.., .3.iwc'.3..:. _�v eS�D.U'YEr.i�'y:'i ;23tr? _.are� Fie-*stl3 r'ri:=a^ � n �S4-- _'S:.8C2?•-*?:i �(u^C$u`._��
1; II_ rtG2 law,?.^.7a i!2r3G' S art':7w:._ e you.^.^«1'F'v i1aSiC 4D 'e•M i F t •t.lr:': s; nss '.p" k're,y�'e�^.:SSS .gyp
>tea:,FCOG._u..ne office by ph- z 4'_ 'Eace C_nra:
'P_5u6: u S un' _�_�t ci0rida S;atVs`e" Cria :CFC3e, 23 ..s i,_ un a-. G c t^.c,
wrr,ar,ennVii.ad _1:.h_r ra:•e or- of ided may ae_ed€or.cf°icial_..,m,.cc.t c,.: .;n.trie .c_roe_<Hcwe._ em'l a--a_„se_. „Li;..c
'e .m, _inc. t?sh w.su-_:Iva .Su,_ s.3.. ..please orovia£ he Dal:;Z":t'i ..1 ivn an email aCo'e .idSFu.:.can to,::ade ai'a'.tar'ls
F.^.deterr.me if you are a 1 _rsee,timer chap G,
chapter _5��- ,vf-ase. � h'fre -
_ product Approval Accepts: .
blip:;-; -L'Tr/pr_app_L�tl.a�la
. I
i
6.8 STREAMLINE SHUTTER W46 .
,•GeNERALNOTEs: FORUSE-WITHINAND OUTSIDE-THEWHZ1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING =
CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY1HURRICANE ZONE AND THE I I
INTERNATIONAL BUILDING CODE(IBC1 AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM UNLIt41TED WIDTH MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. ' o A O
SEE PRODUCT EVALUATION REPORT FOR MORE INFORMAT19qIN. �a ��> '
2. POSITIVE AND NEGATIVE DESIGN PRESSURES
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH H THE GOVERNING CODE PUSE WITH THIS SYSTEM RESSURE SECTION 'q���'O�� g
4
REpU1REMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE TOPTRACRi�� -��'
FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQQUAL TO THE POSITIVE OR NEGATIVE DESIGN 2 1� •8
PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANV ASSEMBLY AS SHOWN.
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330.
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 [I] ¢ l7<
SAFETY FACTOR. $m S w
5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND -- Z r4 O e &l
ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW 111 ti w;3"
CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY IHAVING JURISDICTION. 3 V- E
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND a 3 x
LLLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. °tu
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE ° °o
DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODEIAND GOVERNING WIND VELOCITY. FOR a z a
WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,I A DIRECTIONALITY FACTOR OF Kd=0.85 N
SHALL BE USED.
8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT!PROVIDE INFORMATION FOR A SPECIFIC N i u^
SITE. I m
$ 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL a
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME
PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER a
TM w
F 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. I
a 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE `n` ��/♦�yy -
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR ♦ 1�-•a o
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. S ro O m
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL °�
DOCUMENTSO Z m<
12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING. HURRICANE PROTECTION z
OFFICIAL MAY RE(,VIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGINED,DATED AND BOTTOM g ¢�
g SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE TRACK
DEVIATIONAS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE c °
13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS E g
INFORMATION: TOWN&COUNTRY INDUSTRIES . i a
FORT LAUDERDALE FL TYPICAL ACCORDION u E
MISSILE LEVEL D-ASTM E3886,E1996&E330
TAS 201,202&203 ��SHUTTER ELEVATION
a P1 0
s FLORIDA BUILDING CODE APPROVED TABLE 2• 1 N.T.S. EXTERIOR ELEV
14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25
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. iw
16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL
BOX LOCK AT CENTER OR SIDE CLOSURE. I HVHZ FACILITIES
17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE, a.
10. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS, SHUTTER n II
19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 101, SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS a
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. a 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE
y 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE ,
m 22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK.
23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATSEEPAGE IS POSSIBLE. 72" 2-114" i-518" 2-3l8" _ 1-518"
R
" 3-1/2" 1-7/8" 3-5/8" 1-7/8"
TABLE 1• ss
o �p
TABLE 1 NOTES: 120" 4•118" 2" 4-1/4" 2" a pie
1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8" 2" 5" 2"
g ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE a@g
SPAN SCHEDULE MAXIMUMIALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: �3e
AT EACH RESPECTIVE SHUTTER SPAN. 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA.
7.. AOI-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY C0PIAIOIIfiWMLB6\RVAD0PE
POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FC(jRTOX.-
SHUTTER DESIGN DESIGN SPANS ISNOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND 15-2339
SPAN PRESSURE PRESSURE BETWEENiTHOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SCALE:
.s (PSFI PgF DESIGN PRESSURES FOR THF.NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PAGE DESOUPTION:
SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL
72" 100 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30'
u 9A80VE GRADE.
9" 70 70 or
5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE
120" 5353 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED. n
n 144" 43 40 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM CI1LJII
$ E1996.09.
i
SO
`t1TS1/1 171+E0q;� y//X7;0,P.E.
PROTECTION VARIES
� 2.874" -t-• 4.874"MAX,0 115" Ii � -,r_• � 7"�+'("-
0.062" 0.450" y 0.080" p,
0 0 0.125" 1.708" 0.100" �-1.830" 0.062" .Ni ±
N 1.708" 0.100" "� --I- "� 0.080" 0.06_., 3".•_r l7 N
0195" 2.820"
0.195" 0.096" 0.070" ry 0.060" iv
F 1 F i
T- 00 630^ 0.630" 0.062"� 1.993"� 1.908"�
0.125"
8.
0.062" X0.062" -I.• 0.143" 0.096" s
0.630" 0.630" .069" 1 0.972 0.971" L l// mf a 10 o:
��~ 0 060"`{ -'t" 1. 70"•-� {' 0.143" 0.630 / FG ly .-w xR .
0,062 LQ.200�� I 1 0.062" 00" 0'0 0.630" OA6 i� 0.062 to q 6.2 Z;n
-1.069" 1.069" tJ a 2
I(
SUPPORT LEG OPTIONAL �. ..�
.200
6 a �-•1.069"-� 0.062 0` �Ul 3
1.069" Z r w 3 z
5.745"MAX. I N ?�
�_e,...-- 5.745"MAX.
1NAL_ ^L- �BUILD OUT WALL. I STREAMLINE CEILING TRACK STREAMLINE WALL TRACK HEAVY HEADER/SILL LITE HEADER(SILL t °o C)
SCALE.HALF SIZE SCALE+HALF SIZE I SCALE.HALF SIZE SCALE.HALF SIZE SCALE,HALF SIZE SCALES HALF SIZE / �'
a
WHERE SHOWN,SCREW BOSSES i N
&FELT GROVES ARE OPTIONAL I m
ON ALL EXTRUSIONS
0.874"� 2.655" 0.875"
N k
2.195" 0.510" 2,195" 1.230" w
0�.0M60
1.229
2.655" 7 i, # 362 4.84"
OLO0974�.-
0.105"
0.71.069" 4.$10"
69"
. 0.075 4.105" "
'94.
NOTE:TESTED THICKNESS OF
1' 07
0.781" 4.510" 3.506"
j<k
%twgs
DARE METAL W/O PAINT IS 0.039"
O7 SILL O8 SILL ADAPTER i Og EXTENDED SILL p EXTENDED SILL ADAPTOR 1 ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE
8 SCAL&HALF SIZE SCALE:HALF SIZE SCALE+HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE ['"� i
n SCALE:HALF SIZE Ili
� 1
0.477"
4.510"� 0682"� 0.1800.5 40" 0.341' IIIII
2.570" O6 "0.0 7
0.245"
0.143" 0143"
.70.8"� 0.143" 0.096" 0.060
0.115"------T 0.117"
4.753" n
0.090^ . 6 i 0.880" 05100""1 0.080"
�70�.0441" 227 "
0.630^ 0,693' oC15-2339
5-233RW8q¢C
m
OPE
NOTE:THICKNESS OF BARE 2.822 �•-1.625-1 2---1-0.420" PAGE
6 METAL W/O PAINT IS 0.039" i'_AOE atiSCnZPT1oNi
15 6.8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SILL 17 6:8 STARTER>; ig WALL SILL CLIP 1g6 WALL SILL
P SCALE+HALF SIZE SCALE,HALF SIZE SCALEf HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE
�I
i
I
i
i -
i
1.4510" _ .-NYLON-WASHER-OP-
0.610"
NYLON-WASHER-OR -
_ 0,610"- STAINLESS-STE'L Q '28Q�1-1 4 0" ALUMINUM 0.357"
ASSEMBLY 0. 50"
0.320"0 HOLE 0.276" G,
b PHOLE c 0 W m N 10 x 2-3/4"410 ITT S.S. 0.591" ..
C, 0.880'
§
'+u v°" 40 INSERTS SCREW W/TC ULTRACOTE T-- r + z.
G' OA511" WHE L O 0,120"o INTO COATING In T = A
N (r 1_ IL
1.100"-{ h0.240" r TRACK (TYP TOP Ec BOTTOM) N O.O6T'
NYLON BUSHING W/WASHER: 1_ ��4j
0.750" 0.154' 0.137"
1 I TYP,AT EVERY OTHER 7/16"0 x 1/2"@ INTERIOR JOINT TOP �•, /
r 5"MAX' -`-� INSIDE JOINT AT TOP. 0.810" 7/16"0 x 1'0 INTERIOR JOINT BOTTOM /I iq4� at R
_ CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR W}U
]g ANGLE - HOUSING-ZINC DICAST,POWDER COATED ,� z
SCALE.HALF sizE 22 eR0lt_€R `tl'SSEMBLY 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT 15
GALEi-H ACF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE,HALF SIZE SCALE,HALF SIZE 4X
OR KEY/THUMB TURN OPERATED INSIDE. W
�-}0.250" 23,.BRASS"PUSH."L OCK YYJJ R w m 3 3J
'_SCALEi^HAIfF`SIZE`- In uj,,,
O
RO.155" 1.478" 2.125" H
:oa
�-2.750"•0.-.250'� 2.044" "4�.50$0�' j
4 _+tliI0l'.N2-686" 1.16.0232'
R0.500" 0.234""'I'. 0.267"
1.710-
0,623'
0.531" 31"
0.090" 319" Iv0.790,
0.064" H0.2134" Noli
i 0.092.250" � o .607"7" Vi N
- 4224"I 00 ° " m N
m
RAINGUARD
�twcZn 0-Vvm�:n
mO0.li } Y1 m h -E0m
.758
11
" DECORATIVFOTRACK 3.476 C'.
D0.160W" 0,222-1 I- 0.240"0060.062
SCALE,HALF SIZE SCALE,HALF SIZE .
0.176"
30 b2JN1MME' LOCK p- 31 MALE BOX CENTER 32 FEMALE BO CENTER ^� ? W
IS OALEi'HALF'SIZE' SCALE,HALF SIZE SCALE,HALF SIZE L;-.\i`�
0
t_ E 3 0
a -4-0.062"
E
o
}---0,400" ` v
8 5.500"x 13/16"WiDE� I^
7/16"0 STAINLESS
A 1ST^ 4 I --J� STEEL NUT
Q L �-
'�
F n 0.125" ,"y�-•�;-•� 0'"" 0.438"
mi �O.i88" 5/16-18x1 MACHINE SCREW
LL �� 5/IWO INTERNAL STAINLESS STEEL
89" POWDER COATED,ZINC DIE-CAST THREAD •°1
" . " HEAD STYLE VARIES r'`-+, _�•_ S.OSO"� �"'
TYP. ^---
r- INDUSTRIAL SY57EM5^ SECTION A T-L-OC{�'RD'A.PTER T-SCREW INSERT 3g THUMB SCREW
36` 37 SCALE:FULL SIZE SCALE:FULL SIZE 0 0.254^ 40a 40b 40c mi;LL (OPTIOSAL}BOX LOCK SCALE,HALF SIZE II 0.319END STRIP 1"SCALE,HALF SIZE -2,000"- 2" & 3" EXT1.625"1 i-2.544"-t4.125" SCALE, HALF SIZE It
4.050" 0.093"0.085. 0 3P
a 0.125" CWYWlTFML8WWWPE.
0
4.zso" o ^ M 0.043" 15-2339
o.4esSCALE:
6 'lit L ( ➢AOE DESCRtPTFQN•
Lu
L
z000' I 24 ALT :]': END STRIP 21 ].5"x3"x0.093" ANGLE 25 2"x3"x4"125" ANGLE °99
3g 2X7 ANGLE EEALE,HALF-SIZE.--d SCALE:HALF SIZE SCALE.HALF SIZE
SCALE.HALF SIZE ,
I
1
J
i
I
�brenlrQr�1yy��o,P.E.
ANY ANCHOR PER ANCFIOR EDGE DIST.
SCHEDULE @ 18"O.C. EXISTING DIST. ? •':.LC.I�IUQ •r 'r
GLAZING 01V/#Y� 1l YY J
OSEE END STRIP
ry M
r A .ANGLE EMBESPAN WHEN USI _-
EMBED. 17 YF, (INTERIOR) LEG D RECITON Q 20,40a,406 OR E, •:
II G
"� 17 17 MAXr. WITH 21 OR 25OR 6.8 STARTER a;A
MIN.0.062"THICK 6063-T6 ALUM. / i•t �
EDG_t!I- 1 30 ! ANGLE 1"x 1" N.TO 2"x 5"MAX. 21 25
DIST. 7.1 (ANGLE LEG MAY BE REVERSED) ,� \\.3
FASTEN ANCHOR-PER-ANCHOR (2)N10X1N SCREWS ATGLE TO CK W/ j LL x E
SCHEDULE@=1B"'O:C`=-- CORNER TOP&BOTTOM•AND Q l7
13 13 13 —" ATTACH TO 6.8 STARTER W/ ,c 10 z$
13 " s12 x 1/2"GALVANIZED OR S.S.SMS, N12 x 1/2"GALVANIZED OR Z w
f 6.60"(TYP.) l 30 3/16"0 ALUM.POP RIVET,OR 1/4-20 5.5.SMS,3/16"I ALUM.POP N., 3
RIVET OR 1/4-20 MACHINE W w 3
USE(1)!BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18"D.C. ALTERNATE END STRIP DETAIL BOLT A NUT @ 18"O.C. 3 LL—.
(EXTERIOR) 5/16-IB'T UMO SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE m" 3 y
INSERT 37 AT 1/3 SPAN TO 2/3 SPAN SCALE,3"=V-0" ANY TRACK W/ w P'
g TYPICAL PLAN VIEW FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES.
HOLE SHALL BE 3/8"MAX WIDTH,UP TO <
SCALE:3"=V-0" 1"HEIGHT. PSF JPA
m 1"BIO(2.7") 62
72
g USE 111 BRASS PUSH LOCK ® ijZ
OR(11 S/16-18 THUMB
bog SCREW I 0 THREADED LOCKING DETAILS FOR 2"810(3.7') 62 SEE END STRIP
INSERT 1371 AT 1/3 SPAN CENTER MATES P
TO 2/3 AN FROM 72 SCHEDULE FOR MAX.
BOTTOM OF SHUTTER. SHOWN ON RANDOM B2_ SPAN WHEN USING
RECEIVING HOLE SHALL BE 30 ! DETAILS 3"BIO(4.7') ..3/e"MAX WIDTHUPTO13 --72 yg C 20,40a,40b OR 40c,1"HEIGHT. ® 0 30 02 t- 1/4" OR 6.8 STARTER w m1 Q 0ALT.1"010 62 8, MAX. WITH 21 OR 25. a 0 m
6 x0 132 81"- 40 40 USE APPROPRIATE W
.a -- - _ STARTER STRIP E V 3
! 1.5'x3" 45 93" 40 20 PROVIDE CLOSURE 1°
13 x0.093" 52 87" FOR
3 60 BI"57 63� BUILDING CONDITIONS. ? 3 j
9 I 21 4 -FASTEN STARTER STRIP o g
(INSIDE) 70 _75" TO TRACK W/(2)810x1" T
' 7 3" SCREWS AT CORNER,TOP
2"x3" 45 139" w
x0.125' 62_ 1 9' ALTERNATE END STRIP DETAIL &BOTTOM. o
13 v ! 61 12J" SCALE:3"=1'-O" ANY TRACK W/SCREW t
h `1F I 15 64 116"60 BOSSES. �
70 11'
,•p+�,¢¢ i 73 -1109
J O SILL "'Wa /� FOR GREATER SPANS OR LOADS THAN
I LJ SHOWN IN END STRIP SCHEDULE,END
I- I STRIPS REWIRE A 1'X1'.090'CLIP ANGLE f x
< Z) V) 1110 SPAN USING ANY ANCHOR ON THE
y, () Z ANCIIORSCHEDULE6tl4x1/4'TEK EXISTING GLASS
u q3 SCREW OR 114-10 BOLT TO END STRIP. Tpp 6
" I v zd w USE(1)BRASS PUSH LOCK
USE 111 BRASS PUSH LOCK 30 �F-+ OR(1)5/16-18 THUMB (INSIDE)
I�'$ OR(1)5/16-18 THUMB
^'-SII J^ SCRgW 1 0 THREADED 30 13 d INSERT 1 370AT 1E3 SPAN SILL Sj ,
a INSERT 7 AT 1/3 SPAN ! o
BOTTOM OF SHUTTER. Tg BOTTOM OF SHUTTER 1
RECEIVING HOLE SHALL BE (OUTSIDE) a
3/8"MAX WIDTH,UP T
1"HEIGHT. 23 C
e O TYPICAL OUTSIDE CORNER CLOSURE f9
CCl DETAILS WO/CORNER POST — — —— — —— 35 30
a R
NTS \ 13 30 NPNIXHTFRVIKLEEATTPE.
E 13 `-SILL 31 215 13 23 (OUTSIDE) 15-2339
AT
SCALE!
s ! SPAN'TO 2/3 SPAN FROM
PAGE DESCRIPTION:
BOTTOM OF SHUTTER
O TYPICAL INSIDE ORNER CLOSURE Fo�9
N CC2 DETAILS WO CORNER POST MULTIPLE SHUTTER ASSEMBLY
C NTS ! EP.n, SCALE:3"=1'-O" d
I
I
i
I
i
Cl CONNECTION TYPE 5'oREFERENCE ANCHOR EXISTING
P4°04 /�l tz1j/i�
SC-HEDULE-FOR-MAX. STRUCTURE ST —
_ SPACING =Z ''•�'.F' �1 (��7 J��"
_ Cl CONNECTION TYPE 1/4-20 MACHINE BOLT
\ REFERENCE ANCHOR 1/2" W/NUT Lal 12"O.C.OR =
SCHEDULE FOR MAX. ® #14 SMS Lal 6"O.C. z'* _
SPACING 1/2" (TYP.TOP&BOTTOMI TA ��m •,,���
2 FASTENERS ALUM. TUBE 0 �M pp� :��`a
6063-T6:ALLOY `d
EACH ANGLE SEE TABLE A FOR SIZE. I L9 w 55 OR(66 OR
U3 OR C°J—�
1"x 2"x 1/8" ALTERNATE THRU BOLT _
OR 2"x 2"x 1/B" 1 Cl CONNECTION TYPE ° Z w=v XX 1'
ALUM.ANGLE • _ REFERENCE ANCHOR MN GLASS a w � >¢U¢ W�
13 SCHEDULE FOR MAX. 'SEPARATION 13 F v U a W LL z,<,0
THREE 3/16"0 ALUM. ° 11 1 SPACING PER TABLE 2 t-a m W Z y m w o
POP RIVETS OR I x GLASS = a, IjJ IIS �� �N
THREE#12 SMS,TYP. 0 17 - I I I OR DOOR vI w 0-< WW 3 w^ m
3/16"�ALUM.POP F I X r 1n K x
17 RIVET OR 012 SMS
TABLE A(co) La 1B"D.C.ITYP.1 ti -_ ASR E
50 6OR
PRESSURE VS ALLOWABLE LENGTH �0� .�x
MAY USE MALE OR I ` w r- \ w
2°x2°X1(8" "ev B' — l7 VI
m PSF NoB/0 "eve" FEMALE LOCK-SLAT
S� 62 130' 188' 13 i ALTERNATE THRU BOLT I 1/4"MAX.FROM PIN �m
CS CONNECTION TYPE GUIDE'"
72 124" 179' CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCEIANCHOR t- -� WASHER(TYP)INGN u, I
B2 119" 172' NTS SCHEDULE FOR MAX, SCHEDULE FOR MAX.
d 92 114" Ifi5" SPACING o
102 Ifo" 160' L___J tl4x3/4"SMS Lal 9"O.C. F
! -' / ANGLE TO TUBE CONNECTION w rnR¢m 120 104" 147' �cro Om
2"x 2"x.125"
200 97" 131° TABLE L OWA STRUCTURE EXISTING ST EMBED, 6063-T6 ALUM.TUBE
200 88' 114" iPRESSURE V!ALLOWABLE LENGTH 5 CONNECTION TYPE
2"47x1�8' 3"z3"xt//e' EDGE DISTANCE REFERENCE ANCHOR
PSF WRH B/O WITH B/O SCHEDULE FOR MAX. E E
SPACING w
°
62 1113^ 1fifi" .E 3
72 �IOr ISr FASTENER(al 1B"o.c. Cb ALTERNATE BUILD OUT MOUNT SECTION E
(USE ANY ANCHOR SHOWN a o g
182 101" 147" IN ANCHOR SCHEDULEI. 6 SCALE 3"-1'-0" `+
§ ! 92 1 95• 139'
H !102 j 90' 132' t
` -
1120 Joy 122"
,150 79' 109' w
200 64' 94° w F m
3° 3/16 RIVET OR#12 SMS 2"x 2"x _ H =o
.090"6063-T6 13 o
1B"O.C. OR 1/4-2 n ;EXISTING
0 '41 z x pK
Cm 17 ALUM.TUBE TYP. 5 m z u
NUT&BOLT(TYP.1. LF 0
3/16"0 ALUM.POP °m o a gpaf66
RIVET OR#12 SMS A GLASS X 0ZC3 s6
ALUM. TUBE a 9
1B"O.C.(TYP.) t OR DOOR a a Q
6063-T6 ALLOY �° °a 1-
SEE TABLE B FOR SIZE. 2"x 5"x 1/0" ut v w o
2 FASTENERS x CONTINUOUS
EACH ANGLE' ALUMINUM ANGLE Si
1"X 2"x.093"6063-T6 ! OPTIONAL ANGLE INSIDE
ALUM.ANGLE,TYP. THREE 3/16"0 ALUM. 17 ORIENTATION TYP. 17 0 16 E�
o 'POP RIVETS Oq
17 THREE q12 SMS,TYP. 6
o a 1.,x2"x1/B"
13 OR 2"x 2"x 1/8" 4 CONNECTION TYPEgggz�
> ANCHOR
ALUM.ANGLE RE
SCNEDULEEFOR MAX.
USE MALE OR FEMALE
SPACING COPiB>+IRMANKLBURAMOP.E.
LOCK-SLAT CONCRETE,
13 13 BLOCK OR WOOD FRAMING 15-2339
SCALEI -
s (OUTSIDE) EE INSIDE SILL MOUNT SECTION PAGE DESCRIP"Glii
#12 x 1/2"GALVANIZED SCALE i 3"=1'-0"
DR S.S.SMS,3/16"�ALUM.
CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,DR 1/4-20 SIDE CLOSURE OPTIONS
NTS MACHINE BOLT&NUT SCALE,3"=1'-0" X99
n (la 1B"O.C.
i
i
C5 CONNECTION TYPE
Z�
REFERENCE
SCHEDULEFANCHOR EXISTING
OR MAX. STRUCTURE -•�IYNgLi��iii
SPACING O6F •�/ O• J
GLASS 0:o w^ GLASS w Cl CONNECTION TYPE 5"MAX. 1/4-20 MACHINE BOLT
OR DDDR Fw-u u y OR DOOR W w REFERENCE ANCHOR W/NUT @ 12"O.C.OR
F-u w F- F w 7 7_ SCHEDULE FOR MAX. 19 014 SMS @ 6"O,C.
13 =w¢' MR 13 m_ =J SPACING
w w /2•• (TYP.TOP 8 BOTTOMI +� T ofm /'
P'
�o
1/4"-20 THRU BOLT W/ GLASS a GLASS
m m 414 x 1/2"SMS 12"D.C. EPARATION a z o w 1- w /2 �104. o l 0 ?
LOCK NUT @ 12"O.C. ,S. EPPERTI E H F H OR 3/16"0 ALUM.PDP TAB E 2 ¢ o< t7 to Mop 6 OR/ '`��$'U
12 x PER
1/2"SMS'@ 12"O.C.OR LO a ❑ U3 J / b
OR 3/16"0 ALUM.POP
TABLE z j RIVETS @ 6"O.C. OR 1/4"0 >: w w o OR 6 /// LL U M
w ALUM.POP RIVETS @ 12"O.C. ''1 �a.„
RIVETS @ 6"D.C. E.S. \ -�x ¢ �w r uq 1�11�. X
R 1/4"0 ALUM.POP RIVETS / rn 11 ANO 3O MN.GLASS ¢ w nQ >Q' w '
@ 12"O.C.E.S, ASSEMBLY 1/4"MAX.FROM PIN SEPARATION w ~ U 4 u COZ u
/ 1/4"MAX.FROM PIN GUIDE TO BUSHING 13 ~ =o J� w p Q
O AND 10 GUIDE TO BUSHING 1/2"TYP• ,A w w W M O 4
WASHER(TYP.) w WASHER(TYP.) GLASS PER TABLE =Fzum �w3=z
ASSEMBLY m z
/ 1/2" 1/2"TYP, EXISTING CONCRETE, w3 CONNECTION TYPE OR DOOR
64 w BLOCK OR WOOD FRAMING EDGE REFERENCE ANCHOR G Z¢Q~ w w
w / SCHEDULE FOR MAX. E ❑m w
4 REFERENCE
ANI OR DIST. u
� REFERENCE ANCHOR SPACING u w eA CI�
DIST.GE SCHEDULE FOR MAX. ¢ 4
SPACING AS SHOWN
/ 3 CONNECTION TYPE IN DIAGRAM ON IPG.9 6 m (slop 6 OR v1`i
REFERENCE ANCHOR EXISTING CONCRETE, w ❑ 00 6 m
SCHEDULE FOR MAX.
\\ SPACING.ALT.FASTENER I BLOCK OR WOOD FRAMING / i/4"MAX.FROM PIN -�
/ LOCATION.FRONT AND Cl CONNECTION TYPE GUIDE TO BUSHING
\ 1/4"MAX.FROM BACK ANCHORS NOT REQ'D i O INSIDE MOUNT SECTION REFERENCE ANCHOR 1/ O WASHER(TYP.) W 2 LL
t PIN GUIDE TO WITH THIS LOCATION B SCHEDULE FOR MAX. 19
SCALE;3"=1'-0" SPACING 5 CONNECTION TYPE �$ m
BUSHING WASHER O INSIDE MOUNT SECTION
ITYP.I REFERENCE ANCHOR Fd i
I SCALE 3"=1'-0" SCHEDULE FOR MAX. p�§O<m
/ EXISTING CDNCRETE, SPACING ❑� a!
/ BLOCK OR WOOD FRAMI EMBED. O Zm'b w
BUILD OUT MOUNT SECTION U<ui
TYP, BOTTOM EXISTING CONCRETE, SCALE:3"=1'-0" :1F
8 BLOCK DR WOOD FRAMING 'g j
J ❑
v EXISTING
NOTE:FOR DETAILS A,B.0 AND E ON THIS SHEET, EDGE IST: 4 CONNECTION TYPE STRUCTURE
s THE BASE TRACK MAY BE INSTALLED IN SECTIONS I EMBED.
e WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS d REFERENCE ANCHOR ,-5'CONNECTION TYPE
A MINIMUM OF TWO SETS OF ANCHORS AND IS ASCHEDULE FOR MAX. .=REFERENCE ANCHOR �• `2
MINIMUM OF 12"LONG,THE SILL OR CEILING TRACK W SPACING SCHEDULE FOR MAX. LO_
USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING IL1i1
OVER THE GAPS BETWEEN SECTIONS. 3 16
1/2"
V~1
w ❑ _
>? GLASS w F-� w ❑ Ix
OR DOOR GLASS 13 F_ =w'ix
a F w 012 x 1/2"SMS @ 12" EPARATI = Z u n
ww I. -I O.C.OR 3/16"O ALUM. PER :A otA 11 13 1-'A=w� Q I�ffi6a
LL Fw77 POP RIVETS @6"O.C, TABLE pZ1-. GLASS OR II ❑ N2� ppo
BVI=o•- X MN GLA ==Zu ��� g
OR 1/4"0 ALUM.POP 0= '
Nww ¢ ❑CL DOOR vl1-oNm
e MN GLASS 13 ,2 F Z u m RIVETS @ 12"O.C. E u N PER TABLE 2 X z O Z)—
o si y
SEPARATION w 4 w< ¢"'ac< q
e PER TABULE cc
1/4-20
O O SJ�a a $
1/4-20 S.S.MACHINE < o< 7 AND 8 1/4"MAX.FROM PIN u m
SCREW b NUT @ F u N ASSEMBLY 1/2„ 1/2" GUIDE TO BUSHING < +°8. q
12"O.C. TYP. WASHER(TYP.) w F
GLASS w O D 1/4"MAX.FROM PIN E
OR DOOR X 1/4"MAX',FROM PIN m w o \ ?? gggg
< GUIDE TO BUSHING w h CONNECTION TYPE 1/2 `O4 WASHER(TYP ZING
a Y WASHER(TYP.) EDGE REFERENCE ANCHOR
5 6 EXISTINGICONCRETE, DIST. SCHEDULE FOR MAX. CO`YF=FPMLDOwumo P.E.
r PI BLOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN 2--CONNECTIDN7TYPE 15-2339
FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR _
OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALE:
s "x
3".1/4"CONT. 3 CONNECTION TYPE 012 x 1/2"SMS @ 12" SCHEDULE FOR MAX. SPACING PAGE OESCFOPRON:
063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE,
POP RIVETS 6"O.C. LOCATION.FRONT AND
AY BE REVERSED SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING -
S SHOWN DASHED) SPACING @° BACK ANCHORS NOT REQ'D
OR 1/4"B ALUM.POP WITH THIS LOCATION 'OU
Op WALL MOUNT SECTION RIVETS @ 12"D.C. O CEILING / INSIDE MOUNT SECTION O_WALL- BQILO`OUT
SCALE.3"=1'-0" SCALE:3"=1'-0" ;—SEGTION` O
S SCALE-.3"=1'-0"
I '
I
I
MN 0.A55w N7 14,!00,P.E.
GLASS SEPARATION Z_J
OR DOOR PER TABLE2 X02 A�_`)_.c1r•:'.°(�'///�/i//�--
_ FF-Lt to DOORS OR JT.T i; I!�
Q
tq w O. DOORS OR MR GLASS 1 O,
X N ,-. SEPARATION *:" z
x F w r
1ASS w PER TABLE 2RATIONZ F- ABLE 2 w H w / 0•'
-� I-O0 O
13 Qwam 13 Lo moo= rn BL aQ �€d
1/4"MAX.FROM PIN GUIDE f J Ou Q C1 CONNECTION TYPE w a Z� •�,m es o n
REFERENCE ANCHOR -'O z a4`
TO BUSHING WASHER ITYP.) 28 Q N SCHEDULE FOR MAX. Q W r OJ 3 m
TWO 1/4"0 WOOD .250" SPACING Q N 39 �.,^3 J
LAG SCREWS(m 24" �•-C—¢_'CONN CE TION M' `j' N� 3
O.C.MAX.WITH 2" REFERENCE ANCHORED ,1 .250 o
THREADED PENETRATION SCHEDULE FOR MAX.
"T"INTO CENTER OF 2X STUDS / SPACING w t-
e
/0 LA 18
EMO."T' 14 SMS('la MIOSPAN BETWEEN /� E �w
om STUDS FOR TRACK TO 1"x 4" / EXISTING HOST STRUCTURE M
PLYWOOD 3, TUBE CONNECTION
STUCCO FINISH 1"x 4"x.125"
6063-T6 ALUM.TUBE
O DECORATIVE TDETAIL O WALL MOUNT SILL DETAIL
E
THIS DETAIL 70 BE USED WHEN STUD SPACING N F600RRAGK`• -�-r O SCALE:3 1'-0'•
d EXCEE05 THE MAX.ALLOWABLE ANCHOR SPACING. SCALE,3 1'-0"
O WALL MOUNT SECTION THIS DETAIL MAY w
�•E e O ri
SCALE,3"=1'-0" ALSO BE USEDI
AT TOP
g U`
E w
ACCORDION SHUTTER Ix 3 O
55 PER PRODUCT APPROVAL w -GLASS K a ��
I p w
S 'O SEPARATION MR GLASS OR DOOR j �I
n 13 n
APPLICABLE AT TOP .. Z ER TABLE N iI EXISTING WOOD(G-0.421 a
" AND/OR BOTTOM X Q z TRUSS OR RAFTER
F m ¢ a (�24"MAX.O.C.
2"OR 3" E VI EXISTING FINISH
d MATERIAL
g /2"MIN. 5 1/4"MAX.FROM PIN GUIDE6063w o
1 2"x 5"x 1/8" -T6 x
2"x 3"x Ye"x CONTINUOUS OR 2.175" a TO BUSHING WASHER(TYP.) ALUM.ANGLE W/THREE I� +I m a
2"x 2"x ye'x CONTINUOUS _ 1" 1/4"TILE ITYP.) 1/4"0 WOOD LAG i w ° a g g6
FINISH MATERIAL e 9Fj6�
6061-T6 ALUMINUM ANGLE SCREWS WITH 2-3/4" 's 95g
3/4"PLYWOOD MINIMUM THREADED €
g >± PENETR."T"IN WOOD z
0.9"MIN.THICK 6061-T6 ALUM TRACK X
FASTENED TO ANGLE WITH 1/4-20 .� —1/4"0 A325 GRADE THRU BOLT(nl 7"D.C. EACH RAFTER OF TRUSS, 5 6
m ANGLE FASTENED TO S
MACHINE TO
AT 3'FROM EkS S OR 5/16"0 A325 GRADE THRU BOLT P 12"O.C. 24"O.C.MAX.WHERE
LILT
EXISTING 3 KSI CONCRETE GALV.OR S.S. ANGLE EXTENDS BEYOND a
HOST STRUCTURE WITH AND 9"O.C.FOR THE BALANCE LAST TRUSS MORE THAN
a
y"0 ELCO ULTRACONS AT �' 5/40 C.W/10-1/4"RM N�EMB,N TO CONCRETE/CMU' w w °
EXISTING CONCRETE HOST 6 EXTEND ANGLE TO
3"FROM ENDS AND 4"O.C. " 8�
2-1/2"MIN. STRUCTURE(3000 PSI MIN) :;� OR 1/4"0 LAG SCREW 9"D.C.W/1-7/8'• NEXT TRUSS. w w I-� a
ff FOR BALANCE WITH 1�/4" =
MIN EMBEDMENT AND 2y" MAX,DESIGN LOAD A7 5'-0"MAX SPAN: ''. MIN.EMB. IN WOOD SG=0.42.TO 0.55. F vwi=o '
Vl ww
MIN EDGE DISTANCE, t G2 P.S.F. EXISTING CONCRETE, ;S 13 7_ _ t=
HOLLOW BLOCK OR L0 o vest Q caPrxicxrt LBERWCIOPE
STAGGERED WITH 3"MIN. MAX.DESIGN LOAD AT 6'-O°MAX SPAN: WOOD FRAh+ING.SEE X w a Z~
SPACING,TYP. f 52 P.S.F. ,'h 2"x 5"x 1/B"C.
ANCHOR SCHED. ALUM.ANGLE(6063-T6) Q Q 15-2339
v BASED ON HYPE OF I O 0. _
s Ha BUILDOUT MOUNT STRUCTURE U(L scnLSl
SCALE:NTS (MAX.DESIGN LOAD s 72 P.S.F.) Q PAGE D� I�RSC�JI PRONt
Hb PASS THRU DETAIL O
SCALE:3"=1'-0" TRUSS MOUNT SECTION �9
F
SCALE:3"=1'-0"
$ I
i
EXISTING HOST ALT.LEG DIRECTION 111ZN
d)�00PE.STRUCTURE 1/4'ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN12"MIN FROM EDGE OF ACCORDION EDGE OF SHUTTER, SHUTTER BLADES ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM1/2" SPACING,AND 3'MINIMUM EDGE DISTANCETOP OR BOTTOM ASSEMBLY T1AX ANGLS3 PER BEAM EN1D,SIZE
PER SPAN TUBE SCHEDULE
EMBED, _ SPAN TUBE PER *1•
M ACCESS HOLE D[SIGN SCHEDULE ,'O�,' A ®�,., / 0
EDGE OF ACCORDION z z 1/4-20 MACHINE BOLT W/NUT @ tl
SHUTTER BLADES 12" ��' \
3.5"MIN a 12"O.0 OR#14 z 3/4"SMS 6"O.C.
TYPICAL m -- 1/2"MAX. 6-lkwlkp,
, S 6 � � 1�1U LL 6
2.875"0 HOLE(TO RECEIVE EDGE 3 16 z=G U Q 0€d
ROUND WINDOW ASSEMBLY) DISTANCE I1 MIN.GLASS 13 ~ Z X N m$w 3
MAXIMUM OF 3 WINDOWS A SEPARATION ce z i,Wl 0
PER EVERY OTHER BLADE GLASSORPER tn no W w F+3 8
Dooa o I.u N ce Y
1 LIGHT-N-VIEW WINDOW �f 3"MIN u a OQ
N.T.S. O k EDGE rl/2'MAX W a
$ EXTERIOR ELEV =O DISTANC }L N N
z1a�O 5 6
u'oIT
O O L7 3 1fi 1/4"MAX.FROM PIN GUIDE
w Oa G TO BUSHING WASHER ITYPA
ACCESS 1/4-20 MACHINE BOLT W/NUT @
m 1/2" .HOLE 12"O.0 OR#14 x 3/4"SMS 6"O.C.
2.875"0 HOLE TO _ N•^Y
SPAN TUBE PER w r+
d RECEIVE ROUND EMBED. DESIGN SCHEDULE 8
WINDOW ASSEMBLY ,1 K� 0
1/2• (2)6063-T6 ALUMINUM a
JMAX. ANGLES PER BEAM END,SIZE
-11- PER SPAN TUBE SCHEDULE Fri O.S a
EXISTING yy K�
HOST I/4 p�&
°0 THRU BOLTS SEE BEAM O z m mQ
STRUCTURE SCHEDULE FOR REQUIRED NUMBERS
e ! 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN m p
% EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM \f E r w
e 0.125" 0 125" SPACING,AND 3"MINIMUM EDGE DISTANCE L-\�:•\ iJ
m 0.032" 0.032" JJJ E 3
MAX.DESIGN LOAD=t 72 PSF a o S
r`. 0.196" //� . ' SPAN TUBE SECTION
/ $
N.T.S. VERT SECTION C� !
b 4S" \ 111 S
/ \
SPAN TUBE SCHEDULE
/ 1 ALLOWABLE TUBE NUMBER OF NUMBER OF MINIMUM ANGLE
' ANCHORS PER
z L ROUND TUBE SHUTTER SPAN THRU-BOLTS ANGLE LENGTH ggg
E S WINDOW 812E SPAN TOP BOTTOM TOP BOTTOM TOP BOTTOM TOP BOTTOM
1 / n ASSEMBLY TUBE TUBE TUBE TUBE TUBE , TUBE TUBE TUBE
60" 12J.6' 135.2" 2 2 2 3 d' 7"
.. ... ....._
/ a Z"x59t B6" 101.7' 106.8' 2 2 3 3 7' 7" ugMg
6ga5
3 / _ 0.125" ... .. 5�� _$ i
123' 09.9 1 94.4" 2 2 3 3 7" T' 33
60" 129. 157.0" 2 7. 2 J 4' 7"
m / 2"xeN e6' 114.6'__..124.1'--_Z- 2__ -�._ -�__ 7• 7• o rc Y
m / / 0.125' 123' 1 102 B' 109.6" 2 2 4 4 10' 10"
F• / ` _60' 136.0^ 196.9' 2 2 3 3 7' _ 7' eygt
a02.875" 03.250" I�f 0.188' I 0.125' B6^ 122.7' 155.T 2 2 3 4 7'_ _10_ �j " d�
�' ! 123" 115.4' 137.5" 2 3 4 5 10' 13" 7
/ 2•x1071 ao' 1s6.1• 240.0' 2 2 3 4 7" lo•
i 96" 140.6' 220.8' 2 3 4 0 --10' -16 n S R a H £
�•1
LIGHT EW WINDOW O.1B75' 123" 1J22' 203.1"--- 3-- - 4-- ...5.._
29 N.T.S. SABIC PLASTICS SLX143IT-UL-94HB \ _ // SPAN TUBE SCHEDULE NOTES: 60vmx BNButtL8 OWUPE.
ANGLES FOR 2"x5"&2"x6"BEAMS. 15-2339
2. USE 2"x5"xl/4"ANGLES FOR 2"x8"&2"x10'BEAMS. SCALE.-
3, USE BEAM SCHEDULE FOR DETAIL 3/8.
c 4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER PAGE OESca1PT10N'
CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS. -
K_2_'N BLADE W/ ROUND WINDOW 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, a99
A
EXTERIOR ELEV NCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS
N.T.S. ABOVE AND BELOW THE BEAM.
$ 6. LAP BEAMS ARE NOT ALLOWED. O
$ 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM.
i
- C
ANCHOR SCHEDULE: CONCRETE I2:S'MIN ED,GE DISTANCE
SQansftff0Y0� !, :;jIF
p�'�'�E��•
ANCHOR
LOAD
CONN TYPE CONN TYPE CONN TYPE 7
m{0 Cl Gly C3 I C4 I 1151 CS I C2h C3 I C49._C$ CS C2 I C3 I CS I C5 �r
.1(4WW_/TAP�CQ •ORN ELCO �E 16.0 IBr4 IS I60 t6-0, 160 16.D:' 90 13"0"id8 16.0" 9.S" 5.5" 8.5" 14.5" A IFN "
ULTMCOM'wcnij2�,3f4r_a`I ' -53 16,0 I6.0"10.5 19 5 Sd 0' 36 0 12 0' 70 1D S"16 0 SS 0" 7.5" 4.5" 7.5" 10.5' � , �.o
EMBED2(]392psltMtN CDNC) b2 26.0 id.0" 8.5" 32.5"16.0-1 16A" 9_5" SS_ 8�5" 25.0"15.0" AS" 45" 7.S' 10.5" 7 /COMBINATION 'moi�� Q Wa,
M70_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" 10.5"
100 15.0" 7.5" 4.5" 7.5" 10.5"25.0" 7.5" iS" 7.5" 1015"15.0" 7.5" 4S" 7.5" 10.5" 2 x S(TYP 9 / IO COMBINATION 'wk,t1/4"MILLENIUM MILLFAST 43 I6,p"16.0"15.0"16.0"16.016.0t6.09A13.516.0" 16.0" 8.S" S.S" 9,9" 13.5" 7 of
WITH 1-3/4"EMBED(3275pSt 53 16.0"i6A"11.0"IS.6"16.0"IDA"11.6-1 7.0" 10.5"16.0"13S" 7.0" 4.5" 7.5" 9`5" lit ca
MIN CONCRETE) 62 16.0"15.0-18.5- 13.0"16.0"15.0" B.5" 5.5" 9.0" 13,5"13,5 7.0" 9.5 7.5 9.5• 0 }UUQ W a
70 *_16.0-
0" 7.0" 11.0"26.0'14.0" 7.0" 45" 8.0" SO.S'13.5" 7.0" 4.5_ 7.5" 9.S" W
4:
100 " 4.5" 7.5" 9.5' 13.5" 7.0" 4S" 7.5" 9.5" 13_5" 7.0', 9:5r-7.S" 9.5"_ W mm."S W tC°g
IJ4'ELCO CRETEPLEX S54 93 "16.0"16.0"16.6"16.0"16.0"13 5"76.0"16.0"16.0"32.5" P. , 2 x 5 tTYP. W
W/2"EMBED(3350ps1 MIN 53 0"16.0"16.6"16.0"16.0"16.0"10)0"IS.S"16.0" 16.0"10.0" 6.S" 11.0"14.0"
CONC) 62 0"12.5"36.0" W. 16.W 12_5" B4O'• 13.0"26.0"16.0"30.0" 6.5" 11.0"24.0" N K 3
70 0"10.5"16.0"16.0'16.0"10.5"7.0" 11.5"15,0"16.0"10.0" 6.5" 11.0"14.0" q WD" QS" 14.0"16.0"10.0" 65" 11.0"14,0'16.0"10.0" 6.5" 11.0'1 14.V' Cit
i"MIN EDGE DISTANCE NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING.
a
Cl. C2 C3 C4 Cs Cl CZ I C3 1 c4 CS Cl CZ C3 I C4 I C5 SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE-
1/4-ITW TAPCON ORELCO 43_16.0"I6.0" 7.5" 8.0" 16.0"26.0"16.015.0"15.5" 36.0 26.0" 9.0"WN4.0" 14.0" - C2 CONNECTION TYPE USING PIECE 10 WITH OUTSIDE
ULTRACON WITH 1-3/4" 53 16.0"16.0" 5.5" 6.5•' 16.0"16.0"12.0" 4.5" 16.0"14.5" 7.5" 010.011 ANCHORS ONLY M
EMBED(3192ps1 MIN CONC) 62 16_0"t5y5" 4.5" 5.5" 16.0"16:0" 9.0" 4.0" 14.5'14.S' 7.5" 10.0" - OU CONNECTION TYPE USING PIECE WITH
70 16.0"12.5" i.0" 5.0" Id.O"15,U" 7.5" 11-0"14-5" 7.5"
OUTSIDE ANCHORS ONLY
8 .... .. .._. _100 74.5 7.5^%f%%/%/>to.o'•ii_s• *7Z_-_1a.o"Sas•' 7s•• G So.o" _
1/4"MILLENIUM MILLFAST 43_16.0.16A"11.0"13.5"26.0"36.0"13.0" 6.5" 9.5" 16.0"13.0" 7.0' 4.0" 6.5" 10.5" U1 0
WITH 1-3/4"EMBED(3275pst 53 16.0"ib-0" 8.0 IlYO"i6A"16.0" 9.0' S.0" 7.5" 16.0"IO.S" 5.5" 5-S•' 7.5" ANCHOR NOTES: K$
d ' MIN CONCRETE) 62 16.0'11.5" 6.0" 9,0" L6,0"13.5" 7,0" 4. 6.5" ll.p"10.5" 5.5" 5,5" 7,5" F-p"
70 16.0" 4.5" 5.5" 8A•' 16.0"1I.5" 5.5" 5.5" B.5" 10.5" 5.5" S.S" AS" 1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING NEll
R¢m
ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE �p q m
I00 10.5" 5.5" 5.5"17.5" 10.5" 5.5" 5.S' 7.5" 10.5" 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(P9 1). p42 f c
1,1/4'MIN EDGE DISTANCEMATERIAL _ $
s pI/4"ALL-POINTS SOUD-SEI' - 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE , zm<
3 V ANCHOR W/7/8"EMBED B Cl C2 C3 C4 CS Cl Cz C3 C4 CS Cl C2 C3 C4 C5 ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR
g Sf4.20 55 MACHINE SCREW 43 16.0"16A" 8.5" 10.5"16.0 16.9"12.0" S.5" 7.5" 16A" 12.V13, S. _10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER f�p
(3000psI MIN CONC) 53 I6,0"15.0" 6.5" 8.0" 26.0 16.0" B.
4A" 6.0" 15.5 10. .0THAN OR EQUAL TQ SHUTTER SPANFEE
b 62 16.0"11.0" 5.0" 7 0" 18.0 12.5 6.5 3.5" 5.0" 10.0" 10. 4,0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTIONTYPE.70 16,0" 9.0" 4.5" 6,6" I6.0"50.5" 5.5" 3.0" 4.0" 8.0" 10. ,4.0" 7_0"- -- 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE100 10.0' S.a'• 4:0^ 7.0^ 1p.os.tl4.0zo10. M1.o" 7.0" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER S
. - -- i3"MSN'EOGEOISTANCE: _ _ ANCHOR TYPEE.,BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE
1/4"-AlL•P�O1NTsSauD-SE7r, - CONNECTION.. PE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF
ANCIIOyW/17(8 EMgCD t1..- Cl C2 C3 C9 CS Cl C2 C3 -C4+,SCS Cl C2 C3 C4 CS CONNECTION TYPE.
+ 114-20 SS-MACHINE SCREW .431160'116.0-116,40"116.0"16.0"16.0"16.0"SiS"ifisQ".16.0'1011..�;' 7.0" 11.0"16.0"
(3000ps1 MIN CONC) 53 16,0"16.0"13.5"16.0"16.0"16,0"14.0" 8.5" 13.5"16.0" S. 1z. ALL CONCRETE ANCHORS SHALL OE INSTALLED TO NON-CRACKED CONCRETE
_�_ 16.0 -_ _._. .62 36.0"560"30.5"16.0"16.0"16.0"11.0ZO" 1L0"16.0" 5" S.5" 4.5" SLDONLY.
70 16.0"15.0" 9.0" 14.0"5.0.16.0" 9.0" 6.0" 10.0"13.0" 5" S.5" 9.5" 12.0" 6, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
L00 16.0" 8.S" 5.5" 9.5" 12.0-1 16.0' 8.S" 5.5'• 9.5'• 120" 5" 5.5" 9.5" 17..0' IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENI
r 2.5/6"MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
° 1/9"POWERS SS DROP-IN ---- -- FINISHES.
tYf 1/4.20558017 AND CS CZ C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 yya
I"EMBED(3000p I MIN 43 16.0"16.0"14.0"16.0" 16.0" 16.0"14.0" B.0" 12.5"16.0"14.0" 7.5" S.0" 8.0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS
CONC} 53 Sfi.O"19.0" 9`.5'" 14.4"26.0'°16.0" 4.5 6�0" 10.0"76.0-1 11.5" 5.0" 4.0" 7A" BA„ VARY.FIELD VERIFY THAT FASTENERS ARE INTO AllEppUA-T£WOOD FRAMING RR
62 16.0"12.5" 7,5" 12.0"16.0"14.5" 7.5" 5.0" 8-5" 11.5"ILS" 6.0" 9.0" 7.9" 8,0" MEMBERSJ,NOT PLYWOOD.FASTENING 70 PLYWOOD t$ACCEPTABLE ONLY FOR o Y
SIDE CLOSURE PIECES.
70 I6.0"70.0" 6.5" 10.5"16.0"12,0" 6.0" 4.0" 7.5" 9.0" 11.5" 6.0" 4.0" 7.0" 8.O" '
5' --- - 0--0- B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER
E 100 11.5" 6.0" 4.0' 7.0" 8.0" 11.5' 6.0" 4.0" 7.0" 8.0" 11.5" 6.0" 4.0-17.0-18,0- � x
3;1/2'MIN EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x I(MIN-)WOOD STUD.3/4"
y 114"POWERS SS DROP-IN -- ... _._ EDGE DISTANCE 35 ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL fl g
ro WJ 1/4.20 Ss BOLT AND Cl C2 C3 C4 C5 CS C2 C3 C4 CS CI C2 C3 CA C5 HAVE PHILLIPS PAN HEAD OR HEX HEAD. 4F
I°EMBED(3000ps1 MIN 43 16.0"16.0"15.0"16.0"16.0"16.0"14.5" 9.0" 13.5"16.0"I5.0" 7,5" 5,0" 9.0" 12.0" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 117."ENGAGEMENT OF THREADS IN 6 @
CONC) S3_16.0"16.0"10.9'L5.0"16.0"1b.0"10.0" 6.5" 20.5_16.tl"72.0-1 6.0 _4.0" 7.5" 8.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER 4
A - - - - -_ HEAD SIDEWALK BOLT),U.O.N. a asw
62 16.0"23.0" 8.0 12.5"16.0"15.0" 8.0" 5.0" 9.0" 12.0"12,0' 6.0" 4.0" 7.5" 8.5" ( )
70 160-110.5-17.0-111.0`116.0"112.5"1 G. 4.S•'1 8.0" 9.5" L_ 6A" 4.0" 7.5•' 8.5" DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. e
a 100 12,0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" LS" 8.5 12A" 6.0" 4.0" 7.5" 8.5"1
NF8
V FIIH EDGE DISTANCE ' DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW,
NUT OR WASHER WINGNU7.
#225M5 Vl12"EYEWALL Cl C2. C3 E4 C5 Cl C2 C3 C4 CS Cl 1"' 3.
3 C4 C$ COPyIJOMPRMIXLSFM10100 P.E
ARI4OR INSERT W/2"EMBED 43 26.0"16.0"11.5"14.0"16.0"i6A"16.0" 7.5" 10.01,116.0"16.0" " 6S_13_5" 31. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15-2339
(2000ps1 MIN CONC) 53 16.0"16.01,18.5-' 11.0"16.0"16.0"11.5" 5.5" 8.0" 16.a"19.0" " 5.5' 10.0"62 16.0'SS.O" 7.0" 93" 16.0"36.0" 9 0" 4.5" 6.5" 14.0"14.0" " 5.5" 30.9" 12. WHEN AMCHORiNG TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED T4 SCALEI
DRILL INTO HOLLOW BLOCK NOR SMOUD IMPACT DRILLS BE USED TO INSTALL PAGE DESCRIPTION'70 16.0"12.0" 6.0" 9.0" 16.0"14.5" 7.5" 4.0" 6.0" 10.5"14.0" 5" 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK100 140" 7.0" 3.S' 5.5" 10.0' 14.0" 7.0" 3.5" 5.5" 10.0'14.0" 5" 5.S" 10.0'72SMSW/2.75"EYEWALL 43 16.0"26.0"16.0"16.0"16.0' 16.0'16.0'10.0"14.0"16,0"16.0" " 9.5" 16,0_'ARMOR INSERT W(2.5' 53 16.0"16.0"12.0"16.0"16.0"16.0"15.0' 7.5" 11.0"16.0"16.0" 0" 6.0" 13.0"E14SED(2000pst MSN CONC) _6z 16.0"16,0' 9_5" 13.5"16.0"36.0"11.5" 6.5" 95" 16.0"16.0" 0" 8.0•' 23.0" I 0,
tl 76 16A"16.0" 8.0" 11.5"16.0"16.0" 9.5" 5.5" 8.5" 14.0"16,0" 9.0" 5.0" 8.9"
100 16.0" 9.0" S.0" BA" 13.0"16.0' 9.0" 5.0" 8A" 13.0"16.0" 9 $.0"
I
i
tB.
I ",VIJ)�P.E.,ANCHOR SCHEDULE: CONCRETE (CONT.) Nq�o
2-3/16-MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE
LOAD Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" Spans Up To 6'.0" Spans Up To 8'-3" Spans Up To 12'-0•'
i ANCHOR (pst) CONCONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE ,
5/l6'ITV!TAPCON XL WITH 43 16.0"16.0"16.0"164 CS Cl C2 C3 C4 CS CI C2 C3+C4 CS Cl C2 Cl C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS *; (1� z �!
CONC 0"16.0"16.0'16.0"12,0"16.0"16.0"16.0"11.0" 7.0" 12.0"16.0"16.0"16.0"16.0•'1G,0"16.0"I6.0"16.0"12.5"16.0"16.0" 16.0"11.5" 7.5" 12.0"16.0" . 'r �ry m
.0 --- - Y1 .
13/4 EMBED(2899ps1 MIN 53 16,0"I6.0"14.0"16. 16.0"16.0'14.5" 9.0' 14.0"16.0"16.0" 9.0" 6.0" 10.0"12.5"16.0"16.0"14,5"16.0"16.0"16.0"15.0" 9,0" 14.5"16.0" 16.0" 9.5" 6.0" ILL 13.0"
C
_. _--
62 16.0"16.0"11.5"Ifi.0'.'16.0" I6.O'11.5" 7,5" 12.0"16.0"16.0'• 9.0" 6.0•' 10.0"12.5"16.0"16.0"11.5"16.0"16.0"16.0"11.5" 7.5" I2.0"16.0"16.0" 9.5" G.0" 10.5"13.0" ���0 kA
70 16.0"15.5" 9.5 15.0"16.0"16.0" 9.5"I G.0" 10.5"13.5"16.0" 9.0•• 6.0" 10.0'12.5"16.0"116.0"130.0"15.0"16.0"LG.0"10.0" 6.5" 10.5"14.0"16.0" 9S" G.0" 10.5"13.0"
100 16.0" 9.0" 6.0" 10.0"12.5"16.0" 9.0" fi.0" 10.0"12.5"16.D" 9.0" 6.0" 10.0"12,5"16.0" 9.5" 6.0" 10.5"13.0'•16.0" 9.5" 6.0" I0.5"13.0••16.0" 9.5" CO" 10.5"13.0"
5/16"ELCO ULTRACON WITH ,43 16.0"16.0"16.0"16.11 6.0"16.0'k16O','13.5"16.0"16.0"16.0"12.0" 8.0" 13.5"I6.0"16.0"16.0"16.0"16.0:'16,0"16.0"16.0"15.0" L6.0"16,0"16.0"13.0" 9.0" 15.0"16.I-3/4'Et4BED(3500ps1 Mitt _53 16.0"16.0"IG.0"160"16.0"16.0" 10.0"Sfi.0"I60"I6.0" 9.5" 6.5" 11.5"1J.5"IG."IG.0"IG.0"16.0"16.0"16.0"160"110" I60"16.0" 160"I05" 75' 12.5"15.0" L U CONC .- __ Sapp_ _..... _._._ .. ._ - U62 16.0"16.0'•12.5"16.0"16,0"16.0" 8.0" 14.0"16.0"16.0" 9.5" 6,5" 11.5"13.5"16.0"16.0•'14.0"16.0"16,0"16.0"17.5" 9.0" 15.0"1G.0" 16.0"10.5" 7.5" 12.5"35.0" ( <- Sapp_.. .. papa. ...._.._._. .____._.. -- __ nD 70 16.0"I6.0"10.5"16.0"16.0"16.0" 7.0" 12.0"14.5"16.0" 9.5" 6.5" 11.5"135"16.0"16.0"11.5"16.0"16.0"16.0" I1.0" 7.5" 13.0"16.0"16.0"10.5" T'!F 12.5"15.0" -77 U 100 16.0" 9.5" 6.S' " "I6.D" 6.5" I1.5"13.5"Ifi.0" 9.5" 6.5" 11.5"13.5"16.0"10.5" 7.5" 12.5"15.0"16.0"10.5" 7.5" 12.5"I5.0"16,0'10.5" 7.5" 12.5"15.0" 1Z N p c
Ru I
1/4"304 SS POWERS TAPPER 1-172"MIN EDGE D15TANCE _ 3'MIN EDGE DISTANCE
W/I-7/4'EMBED(3000ps1 C1 C2 C3 C4' C5 Cl C2 C3 C4 CS CI C2 C3 C4 CS CS C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 CS N
£ MIN CONC) 43 16.0"14.5" 6.5" 0.5 16.0"12.5" 7.0" 4.0" 6.0" 12.5" 7.0" 3.5" 4.0" 5.5" IG.0"16.0" 13.5" 16.0"16.0"16.0" 14.0" 8.0" ]2.0"16.0"14.5" 7.5" 4_5" 8.0" 11.5" Y
4 _ 0W°
S3 14.0' 8.5" 4.S' 6.5" 1q.0" 9.0" 4.5" 3.0" 4,5" 9,0" 6,0" 3.0" 3.0" 4.0" 16.0"16.0" 9.5" 17.5"16.0"16.0" 9.5" 6.0" 9.5" 16.0"12.0"
62 115" 6.5" 7.5" 5.5", 12.0" 7.0" 3.5" 4.0" 6.0" 6.0" 3.0" 3.0" 4.0" 16.0"13.0" 7.5" 11.0"16,0"14.5" 7.5" 5.0" 8.0" 12.0"12.0"
70 9.5 5.0" 7.0" 5.0" 100" 6.0'_ 3.D" 3.5" 4.5" 6.0" 3.0" 3.0" 4.0" 16.0"10.5" 6.5" 10.0"16.0"12.5" 6.5" 4.0" 7.0" 9.0" 12.0"
&' 100 6.0" 3.0" 3.0" 4.0" 6,0" 7.0" 3.0" 4.0" 6.0" 3.0" 6.5" 8.5" 12.0" 6.0" 4.0" 6.5" 0.5" 12.0"
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
G (Psp
Spans Up To 6'-'' 1"MIN EDGE 015TANCE 2-1/Y'MIN EDGE DISTANCE
I 6
_ -_3" '- _
_D Spans Up To 8'-3" Spans Up TO 12'-0" Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" W ,�
d o
ANCHOR LOAD CONN TYPE CONI)TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE _,�� m
s C1 C2 CJ C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 CI C2 C3 C4 CS C1 C2 C3 C4 C5 Ha p In
1/4"ITW TAFCON WITH 43 8.5•' 7.0" 3.5" 8.5" 6.0" 3.5" 6,0•' 3.5" 11.5"10.0" 5.0" 6,5" 11.5" 8.5" q.5" 3,0" 4.5" 0.5" 4,5" 7,0" 4.0•' c 0
1-1/4"EMBEDIn
-- _._ ___
57 7.0" 4.0" 7,0" 4,5" /q.5" 9.5" 6.0" 3.5" 5.0" 9.5" 6.0 3.0 3.5 6.0" 4.0'•
62 5.5"�0" 6.0" 3.5" 0.0" 9.0" 4-5" 0.0" 5.0':-ice 3.0" 4.0"
70 4.5" 5.0" 3.0" 6.5" 3.5" 3.5" 6.5" 4.0•'j 3.0" 4.0"
-.. .. lDo 4.1Io., /// a.D" 4.0 E 1
1/4"ELCO HL7RACDN WITi{ 43 13.0"10.5" 6,5 13.0" 9.0" 9.0' 13.0"10.5•• 4.5" 6.0" 13.0" 9.0" 5.0" 3.0" 4.0" 9.0" 5.0" q.0" �•;. E
u 1-I/4'EMBED 53 10.5" 6.5" 10.5" 6.5" 6.5'• 10.5•' 6.5" 3.5" 5.0" 10.5•' 6.5" 7.5" 3.5" 6.5" 4.0" 3.0" 3 E 3 g
' 62 8.5'• 9.0'• 0.5" 4,5" 4.0" 9.0" 5.0".
m 70 7.0" 7.5" 7,0" 3.5" 3.5" 7.5" 4.5". 3.0" 4.0
100 4.0" 3.0" 4.0" 3.0"
0 1/4"FIILLENIUM MILLFAST 43 12.5"10.5" 4.0" 5.0"'12.5" 9_0" 5.0" 9,0" 5.0" 4.0" 13.5"11.5" 5.5" 7.5" 13.5" 10.0'? S.5" 5.0" 10.0" 5.5" 4,5•• O o
Q 1µmu� ANCHOR Y1/1-1/4'EFIBED 53 10.0" 6.0" M1.0" IO_0" 6_5" 6.0:' 4.0" 11.0" 7.0••. 4.0" 7.0" 4.5"
a d 62 8.0" 4.5" 8:5_• 5.0" 4.0" 4.0" 9.0" 5.0" 5.0" 9-5" 5.5" 4.5" 4.5" S
3 70 6.5" 7.0" 4.0"
V
n100 4.0" 4.0" 4.0" 4,5••% --
0
u' 3 I/4'ALL-POINTS SOLiD-SET 1-114-MIN EDGE DISTANCE _ 7.'MIN EDGEDISTANCE
__.._
O ANCHOR W/7/8-EMBED& C1 C2 63 C C5 Cl C2 C3 C4 CS CL C2 C3 C4 CS Cl C2 C3 C4 CS CI C2 C3 C4 CS C1 C2 C3 C4 CS
a3 e gp
1/4-20 SS MACH NE SCREW 15.0"13.0" 5.0" 15.0"J11.0' 6.0" 3.0" 4.0" 11,0" 6.0" 3.0" 5.0" IG.0"1G.0" 8.5" 1.0.0"16.0'16.0"10.5" 5.0" 7.0" 16.0"11.0" 5.5" 3.0" 4.5" 8.5"
-_ _..-_ ..__.__.___ 21 1
x 53 12.5" 7.5" 3.5" 4.5" 12.5" 8.0" 4.0" 3.5" 8.0" 5.0"% --- Jxf
H -� 3.5" 16.0"14.0" 7.5" 4.0" 5.5" a.5" -0.0" 6.5"
62 10.0" 5.5" 4.0" 10.5" G.5^ 3.0" 5.0" 5.0" 3.5" 16.0" 9.5" 5.0" 6.5" 16.0"11.0" 5.5" J.0" 4.5" 9.0" 9.0" 4.5" 4.0"
_.. -
I . 9.0" 5.5" 4.0" 5.0" 3.5" 14.5" 8.0" 4.0" G.0" 15.5" 9.5" 4.5 4.0" 7.0" 9.0" 1.5"
..- Sapp -_ -
e
E 100 5.0" 3.5" 5.0" 3.5" 5.0" 3.5" 9.0" 4.5" 4.0" 6.5" 9.0" q.5" 4.0" 6,5" 9.0" 4.5"
4. 3. pE$g
5/16'ITW TAPCON XL WITH ._ 3"MIN EDGE DISTANCE 4"MIN_EDGE DISTANCE T[Q
m
1-3/4-EMBED Cl C2 C3 C4 C5 CI C2 C3 C4 C5 Cl C2 C3 C4 CS C1 C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 O C4 CS
43 16.0"16.0" 9.0" 12.0•'16.0"14__' 7.5•' S.0" 8.5" 14.0" 8.0" 4.0" 3.0" 5.5"
r 53 15.5" 9.5" 6.0" 9.5" 15.5"10.0'• 5.0"% 6.5" 4.5" •1.5" ,� I�
62
17.0" 7.0" 4.5" 8.0" 13.0" 8.0" M1.0" 5.5" fi.5" 6.5" 4,5" '1.5"
70 10.5•' S.5" 7.0" 11.0" 6.5"% 5.0" 5.0" 6.5" 4.5" 4.5"
100 6.5" 3.0" 4.5" 4.5" 6.5" 1.5" 4.5" 6.5" 4.5" 4.5..
e,
1-9/16"Mlfl EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE s �
5/I6'ELCO ULTIJACON WITH Cl C2 C3 C4 CS Cl C2 C3 C4 CS CL C2 C3 C4 CS Cl C2 C3 GI CS Cl C2 C3 C4 CS CI C2 CJ C4 CS WPYWG1R fJUN(L BD2UA00 P.E.
1-1/4'EMBED 43 12.0"10.0" I2.0" 8.5' 8.5" 16.0"16.0" 8.5" 11.0"16.0"15.0•• 8.5" 7.5" 15.0" 8.5•• 7.0"
_- __
53 9.5" 6.0" 9,5•' G.0" 6,0" 36-0'•10-5" s.0 8.5" 6.0" 10-5" 7.0" 15-2339
E 62 8.0" 8.0" 14.0•' 7.5"j 7.0" I4.5" B.5'• 7.0" 7.0" SCALE:
PAGE DESCRIPTION:
FANCH.R NOT .SEE
n _
99
9 FOR ANCHOR NOTEL__ O
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
2*MIN EDGE DISTANCE -10
-s amu, a".-I- -Spans alvk a 121wV
-LOAD CONN TYPE CONN TYPE
I C, C2 C3
PE
(psr) 3 C5 C1 C2 C3 I C4 CS C1 C2 I C3 I C4
ANCHOR C4 I
912 SMS W/2*EYEWALL 8 33..S55"
.T.
.T.
ARMOR INSERT W/1-I/4" 53 16.0"110.5"15.0"17.0" 16.0" 5.0 11.0 7.0.. T. _343...505"""
.11. I.W.
EMBED 60- 14.5- .II 4.0"#70'." 7.1-
5:, 5.5 7.0"
12.5" 7 5" 3 3: 0
Tit.5-1
10.5" 5.0" 7.0"
1Z 7.0"W351
4--r-�N,
70
100 7 "07�0- 3.5- 70'
ANCHOR SCHEDULE: WOOD (G=0.55)
I U
3/4-MIN EDGE DISTANCE W
Spans U12 To V-0" U To I�*Q" to
LOAD CONN TYPE CONN TYPE CONN TYPE z go
ANCHOR (psn Cl C2
C3 I C4 I C5 Cl I C2 C3 I C4 CS Cl C2 I C3 C4 I CS Lu
1/4'LAG SCREWiWITHT--3/4- 3 160 L6G ILS 125 160 160 160 7, 1�, 14V' 4T 6 B: 5
_7 0*'1 5 V)
1 16,
MIN THREAD PENETRATION 53 8.5" 10.0"16.0"16.0" 16 6.0 4 B C,Cc
5" uw; 16.0" 'D III
14.5" 5.0" 6.0" 16.0"16.0" I-V' 4.0"1
62 16.0"16.0" 7.0" 8.5" 16.0"16.9 ", i,
i-o- iii-.w is-.0- 60 T.5- 5.0--16.0"12.5" 1.0" 5.5" 16.0"16.0"111.5"14.0"150'116.0"
16.0"16.0111.5"14.0"15.0" 16.0",
1 100 160'11.5" 4,0" $.0" 16.0"16.0"Ims* -0" 5.0"
7116-WOOD BUSHING WITH 16.0*1 8,01!0.�l6-F 11.0 4.5" 7.0' 15.5- 8.5"14.5-V1111ZI,4.5" 7.6"I
1.13"MIN EMBED a 1/4-20 53 lr,.o--10Y i.51. ..11" 16. 6.0" 3.5" 5.5" 11.0- 7.0" 3.5" 4.0"
S.O.
SS MACHINE SCREW -62 i4.W 8.01 4.5" 6.5" 14.5" 9.0" 4.V TO. -To- 7.0-- 3.5" _0
i 11 .!1.. 7.0" 3.5"
12.0" 60' 3.5".5.S".IZ.S" 7.5" 3, 4-1.
_,70 *, -77 -5.5- 40' 5.0" 7.0" 3X
SB+.V 3.5" 4.0"1 5.0- 0-1 3""
814 TMS OR#I�WOOD 14.5" 0' 0"16.0"16.0 11,5"
SCREW WITH 1-3/4-MI 53 16.9'16.0" 9.0" 11.5"i9Y t6.0"15.0" 60- 8.0" 16.0"16.0"
6 0 1 9.
THREAD PENETRATION * --- F-1---
16.0" .2 5' i6.01"16.0"11.5"I.r S.O" 7.0*' 16.0" .01, 9.51,
10.0" C,
:7:. S T67o o 16. 9.51, o.EFT°8 p
,S�I,
ANCHOR SCHEDULE: WOOD (G=0.42)
51
3/4*MIN EDGE DISTANCE
fj Spans Up To 6'-0" Spans Up To 8'-3" spans Up JLLZ--Q"
LOAD
N TYPE CONN TYPE CONN TYPE
CS
(Pst) C I C2L["C3 1 C4 C1 C2 C3 I C4 I CS Cl CZ' C3 C4 I CS
ANCHOR
1/4-LAG SCREW WITH F3/4" 43 9.9' 10.0111160-116.0"16.0" 5.5" 7.0"116.0"16.0" 9.5" 3.5" 4�5" 0.0"
MIN THREAD PENETRATION 6.5- S.D.- 16.0'. 3'� 4.5" 1 3.0" 4.0- 11.0..
iLE ... --- -Z-�.' - -;k
5.51 6.5", 16.01,16,01. .11 11� -50' 15.0"15.0" 7.5"1 3T(F Tom i i.w
g.0" 3.0"
70 16.01'13.5" 4.5" 6.0" 16.0"16.0- lS.A 3.0"
.o 1 1-K
u loa 15.01, T�7 3.0" 4 0" 7.1;
15.0" �F' 3.0"
epi 014 SMS OR 0141WOOD 1-43 1(,0, 16.0" es, .5 12.5" 5.5" 7.0" 30' 6.5- 3.5" 5.0" 11
-!-:-- 1��1LE- .. --
SCREW WITH 1-314"MIN 1 53 16.0"16.0" 5.5" 16.0"I(LF 5.5 2.$�' 4.0" 7`11
- 5.5" 7.5"is�7-T 5
8 THREAD PENETRATION 62 16.0"11.5-
s.o,, To.s-vo7s;
-45". 7
9.5" 4.511 6 �A-+i
70 L,0� -
loo 110.5- 5.5- 2.5�; 2.5" 4
10.5- 5.5
ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK
IRMA
4'MIN EDGE DISTANCE
Towns Uo To 6'-D'• Towns UD 8'-3" pa U I
)LUAU g
(PST) CONN TYPE C. E
ONN TYPESBECECt
0 ANCHOR
i Cl C2 I C3 I C4 I CS Cl I C2 IN"TYPE
C4 I CS CI C2 I C3 C4 C5
5/16'�TW TAPCON XL W1 1 43 16.0" bl�116,1'1!6.011 160,16.01, V,16.01,
6'0"
_11
i --6-' iL-E 16.0!'11.0-16.E 1��E 1�,E ALE_Z�S.
ST 10" 6,11"
2-/4 MIN.EM13EP 16.f
!4.30,�� 1,tio,:,:®r'..." 7.5- -YK0.
.0 .0� 9.0� ImLE ILL IqE ILL 12.0
So 16.0"
� "f I- -M
11.5"J�.O�L6.0-16.0"I3.V aln 1.��k�.B:1§�E 12,0� 5- 0-16.0-
762 IS .L..O_ , _L Ij. 1�3
770 . ll_� 16.0"i6.0"12X- 7.s4 12.0"16.0"
-I S§ 7. iZ.O"16.0�16.F 12.0"-7.5" 12.0"
B... . ,'.
.0 .5"
5116*ELCO ULTR4CON W1 j 43 6.11 16. 14.0"16.01,160,10.51* G.Y, 9.5`1 16.0"11.0`1 1541, 6151, 9.0" Xf"HIFRAALU�VFWPE
i 01,10.51, K
53 16.0.1 1 3.f 7.5" 1101,16.01,14.0" 7_
LOAD
'B"'
43
S 3
Sl
1 7.
0.
"3
S� 4
6 4.0"
:3 r/4,
3
3-".
3.5-
,6.0"
-54 ma,
.I.B ".0
10.,
T6*B"'S'0"
6.11"1-�"
0
B"
12_
7-V
O 2.1/4'MIN.EMBED
-2339
1 62 16.F10.0" 6.0 9J 6.5" 15
a. 1Y T SCALE:
70 15.0" U.O"15.0-
5.5" 7.0"
I.T.
it -a- $'s" 67
sq., q-n- -------- PACE DESCRIPTION
MIN EDGE DISTANCE
-ci CZ C3 C4 CS C C3_.C4, .. Cl-C?-.-C3 -Cj- q
912 SMS W/2-EYEWALL 43 16,01,16.01, 9s, !LK 16.0" 16.0" 14.0" 6.0" ..." 120"14.5" 7.5" 3.5" 5.5" 11.5
W�2-EM r 16.0"16.0"i 9.5"1 4.5--16.5' 16.91 11.511 6.0" 3.0" 4.5" 8.5"
ARMOR INSERT SEE) 3 160'16.0" 7.0' 9.0"
62 16t0"13.0- 5.5" 7.5" 76.0-14.5" 7.5" 12.0" 11.5" 6.0" 3.0" 1.5-
5.01, 6.Sr -- 4.5 9, Ill - SHEET]
:Lo mv.los. -16,F!z'F, 6.5' 3. 5" 6.0" 3,0" 4
4 FOR ANCHOR NOTES.
• 1 -11.V 6.0" 1 l.r 011 S" 8.5" 11.5" 6.01 10" 4
100- 8.5" 11.5" 6 3.0' 4.