HomeMy WebLinkAboutProduct Approval : Component & Cladding Wind Loads
Prepared for Jensen Beach Aluminum Calculations by Seaside Engineers
Project: Cyrus Residence/Cytrez Rick LLC Certificate of Authorization No.32048
Location: 10102 S Ocean Drive,509A 4265 60th Court
Jensen Beach,FL Vero Beach,Florida 32967
Project ID: (722)202-8008 info@seasideengineers.com
Date: 11/13/2019 www.seasideengineers.com
Design Information
Risk Category 2
Windspeed 170 mph
Exposure D
Int.Press.;Coef.,GCpl(+/-) 0.18
I a 8.00 feet
Select the appropriate fastener size and spacing using the pre-engineered attachment schedule for the Florida Approved Product(s)or NOA used on this job.The
contractor is responsible to ensure the use of the proper material,reinforcement,components,etc.to meet the Indicated pressure per the product approval
engineering document.The contractor is responsible to verify the component is in the appropriate zone using the"a"dimension shown above and diagrams shown
below.The building pressures are calculated using the Allowable Stress Design.Contact Seaside Engineers immediately if the substrate at the attachment locations
appears to have deterioration,abnormalities,damage,or other conditions resulting in questionable integrity.
Florida
Product
Area Approval# Building Design Product Design
ID Opening Description (sqft) Zone or NOA Manufacturer Model Pressure(PSF) Pressure(PSF)
7A; Accordian Shutter 96.0 4 FL13757.1 Town and Country 6.8 Accordian Shutter 48.6 51.1 60.0 .60.0
B SGD 96.0 4 FL251.4 PGT SGD-770 48.6 -51.1 60.0 -60.0
P.
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CODE COMPUANCE
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NAL
WALL: Edward K Roske, PE
Jh
0 November 13,2019
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SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us ! MIS Site Map Links { Search
•R!�'tti ,
E Product Approval
3 y U5ERe Public User
�.
r t- .•r4LLi .0Yn1 Meims>pnwitirt.�er itairlication ay-krcli> rici tF" .s >Application Do
P'EC
FL# FL13757-R6
Application Type Revision ppr�
Code Version 2017 NOV 6 1019
Application Status Approved Permitting I)e
St. Lucie Partr ent
OUnty
Comments
Archived ELauderdale,
Product Manufacturer try Industries,Address/Phone/Email ab Road,FL 333091.com
Authorized Signature Frank Bennardo
frank@engineeringexpress.com
Technical Representative Thomas B.Johnston
Address/Phone/Email 400 west MCNab Rd.
Ft.Lauderdale,FL 33309
(954)970-9999
tomj@tc-alum.com
Quality Assurance Representative
Address/Phone/Email
Category SD.,R,,.rt
FILE COPY
Subcategory A
Compliance Method om a Florida Registered Architect p �or ap rLic;ensed Florida
Professional Engineer U EV CYF9 t�D FOR
0 Evaluation Report-Hardcopy Recelved ��f'a [�j,�[�
C0®E Ca\0WP pp� ANCE
Florida Engineer or Architect Name who developed Frank L.Bennardo,P.E. �7. LU�A ®�r,N �(���y
the Evaluation Report
Florida License PE-0046549 ® �
Quality Assurance Entity National Accreditation&Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By ORLANDO L.BLANCO,P.E.
fO Validation Checklist-Hardcopy Received
Certificate of Independence r j 3757:R6 Ct9I_ Indeti:l:o"
W32.ry-B.C. _7tis11 7 f
E!.'IJ�I ti�.S�LLndei3L.Pd�f
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2006
ASTM E1996 2005
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL I.3757 R6 Eguiy Ep fly.l.r;
Rcl. utli E4�! nslt
E1157 RG ratiiv [ tV_p�
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/09/2017
Date Validated 08/11/2017
Date Pending FBC Approval 08/22/2017
Date Approved 1 0110/2 0 17
Summary of Products
FL# Model;Number or Name Description
13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL137•,57 A6-.1I . dwbt,A..
Approved for use outside HVHZ:Yes Verified By:Frank L.Bennardo,P.E.PE0046549
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See installation drawing§ or allowable span/priessure FLAill7 lib AE [uf]1 r
combinations and addi'rJi ai limitations of use. Created by Independent Third Party:Yes
13757.2 6.8 Streamline Shutter a Missile Impact Resistant Accordion S ter S m
Limits of Use stallation Instructions
Approved for u e in HVHZ:Yes FL1$�57 Re,,-it Dwozinir
Approved for u outside HVHZ:Yes Verified By:Frank L.Bennardo,P.E.PE0046549
Impact Resistant. es Created by Independent Third Party:Yes
Design Pressure:N/ Evaluation:Reports
Other:See installation drawin a le span/p ssure FILA137 7 R6 AE��i�:nrJj
combinations and additional limitations of use. Created by Independert Third Party:Yes
13757.3 E.A.Essential Facilities Accordion luminum accordion shutter approved up to missi vel"E"
Fo with essential facilities and�vin applications.
Limits of Use Installation Instructions
Approved for use in HVHZ:No -Fi_]3757 R6'II bM3ivd
Approved for use outside HVHZ:Yes Verified By:Frank L.Bennardo PE-0046549
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+110/-128 Evaluation Reports
Other:See product drawing for additional information, FL13757 R6'AE 'Eval3.p f.
anchorage,etc. Created by Independent Third Party:Yes
8a N�iit
�t01'Hl FL323"L3fjnne:A5Q•aft7� &[
The State of Florida is an AA/EEO employer.fiinvriah42007+3QIJ'Stnt�of Ffrxida:::P,1lvacv:5tvtr`rdnnt ec571H1Ry6tate+itent;:.Rbrfrt±ii StuianchS '
Under Florida law,email addresses are public records.If you do not want your e-mail address*released in response to*a public-records request,do not send electronic
matl'to this entity.ins{cad;contact the once by:ptm or by tre0riranal mall.If you have any questions,please contort 850,487.1395.•Pursuant to Section 455,275(t),
rkmida Statutes,effec(tve October 1,2012.licensees Ilcensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
provided maybe used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine If you area licensee under Chapter 455,F.S.,please dick ere.
'Product
tApproval(Accepts:
Credit Card
Safe
6.8 STREAMLINE SHUTTER
FOR USE WITHIN AND OUTSIDE THE HVHZ ct�'
GENERAL NOTES: +�-
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE.FLORIDA BUILDING `ski 'N°•PEO�&SS. 50 ��
C.QDE;SIX7'H EDT1 ION:('241]),FOR USE V/Ii H1 1 A3ip.OUTS,IRE ENE'H)GH:V£I DC!f1f'HURRICANE
:20NE,.ANO THE IN j,'ci2NATIONAL:BUIIDING.CODE(_1BG)A►VD:It4TERNATIONAL RF,SIDENTIALCODE UNLIMITED WIDTH '�N
D o.
(IRGa.THIS SYSTEE.%ETS MISS'1LF L°VEL"D''AN .]NCLUDFS ESSEitTIAL FACILITI-rS AS:DEFxNE p IN r O SiA7E of
A-a E7996=09 5EE PRdDUGT EVALUATION REPORT FOR 40MEINFO.RMATION: SECTION
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED'FOR USE WITH THIS SYSTEM SHALL 8E r� .''F<ORIOP,.' F M B�„
DETERMINED PER SEPARATE ENG.INEERING,IN.ACCORDANCE WITH THE GOVERNING.CODE.PRESSURE "
REQUIREMENTS AS DETERhfINEO•I.N.ACCORDANCE WITH ASCIr 7-10'AND CHAPTER:146p9"OF THE I rV�t�'r� � 'A
FLO I BUILDING CODE BE LESS-THAN OR UAL TO THE P.OSLTNE OWNEGA7IVE'DESIGN I I H
PRESSURE CAPACITY VALUES LISTED HEREIN FOR'ANY ASSEMBLY AS SHOWN. I j Z[ >L3 r �.
3. TESTING WAS CONDUCTED IN ACCORDANCE WII'H'TAS 201/202/203 AND ASTM E18B6/E1996/E330.
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5
SAFETY FACTOR.
S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SI:PARATION'FRT3M G1;AZ%'G.REOUIRED FOR ALL WIND i o ui
ZONES,1N ACCORDANCE WITH ASTM 1996-09.�I(`LS'i1CCEPTABLE BY'CODE UNLESS OPTIONAL + I i PLAN VIEW PN.y V U
CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. I I
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. 0 1 f
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE ° I tl j j +'' �'R:
n DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR
WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALIII'FACTOR OF Kd=0.B5 E• 1 I i 1 b !
L SHALL BE USED. z I I E
B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC
SITE.
9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME
3 PRODUCT APPROVAL USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER
61G35-23 OF THE FLORIDA ADMINISTRATIVE CODE. ' I. 1 ❑.d
10, THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE 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
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. file
.D
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL
DOCUMENTS. HURRICANE PROTECTION
12. WHENTHE'-SITECOND(TI0 VS`DEV'.(ATE FRODj THESEAPPROVAL IXICUMENTS THE°BUtt AINIa --.BOTToM ,tea' 9
OFFICTAL MAY REQUIRE. SJTE SF£CIFIC:DOGU(�fENTS BE-PREPARED,.SICiNED,.DATED AND. TRACK G5
SEALFD:I4.Y:A UtyE I5£D;ENGINEER':ORREGJST.E7�ED:ARCHIFEC,G':WHICH¢EfAtLAND']USTIFY�THE ,'. ,,.,;; •, �G o
DEVIATION i AS A EONDITION TO THE BUILDING OF FICIAL'.GRAUfiNG:HISJiHER'APPROUAF.: .. LOCKING MECHANISM,SEE �
13. EACH SHUT�fER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THt Ff7Lt 0.W1tid MWIMUM TYPICAL PLAN VIElWS•' 0 5
B INFORMATION: TOWN&COUNTRYINDUSTRIES Ty
PICAL.ACCQRDION
FORTLAUOERDALE..F4
MISSILE•.t1lEL D-ASTM E.1886 E1996&E330 1 SHUTTER'.ELEVATION
a
TA5201''Z02:&�2If3 '
FLORIDA.PRaI]U,.CI'APP90VALNUMBER TABLE 2• 1 N.T.S. EXTERIOR
F 14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25 5
K.S.I. MINIMUM SEPARATION FROM GLASS
a 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A
H MINIMUM TENSILE STRENGTH OF 60 K.S.I„U.O.N.POP RIVETS SHALL BE 114"0 OR 3/16"0 5052
ALUM.ALLOY.
16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL•
BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES I
E 17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS-FIELD CONEIITIDNS REQUIRE.
18, FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER
51 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN:RADIUS OF 10'. SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. S30'ABOVE >39ABOVE 530'ABOVE >30'ABOVE {j4'
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))ADDMONAL:BLADES OF'SLACK,
23. SEALANT SHALL BE USED ON ANCHORS OR 7RACKS'LVNERJ:VER+WATER 51 EPAGE IS POSSIBLE. 72' 24W 1616' 2-3W
TABLE 1' 99" 3.1r2' 1-718' 3-WB' 1-7/8' �
TABLE 1 NOTES: 120" 41/8' �3d!" 2'
ACCORDION SHUTTER 1. DESIGN PRESSURES SHOWN IN'ACCORDION 1 4?M-
SHUTTER SPAN SCHEDULE'ABOVE ARE
LE 2 NOTESI lI 66
SPAN SCHEDULE. .,. MAXIMUM ALLOWABLE DESIGN PRESSURES HVHZ:DEFINED AS MIAMI-DADS COUNTY AND BROWARD COUNTY FLARiDA,
AT EACH RESPECTIVE SHUTTER SPAN. 2. NONliVH2:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADS COUNTY AND B WARD COU l{E+FTiR779A.Y1ltlW1�CaE
POSTIIVE NEGATIVE 2. LINEAR INTERPOLA71ON BETWEEN SHUTTER TL0Ti1bA-
_SHUTTER. 'DESIG IGN SPANS IS NOT PERMITTED.FOR SPANS NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS If�ylI WIND 15-2339
SPAN - BETWEEN THOSE INDICATED ABOVE,THE FS 1 THROUGH 4 OUTSIDE OF THE HVHZ PROVIDED THAT SHIJ}FTER H A Luce,
.F _.V PRESSURE PRESS i / ���$$$
P3F P8F DESIGN PRESSURES FORTHE NEXT HIGHER MI SPAN OF AT LEAST 30".
SPAN SHALL BE USED. 4. INSTALLATi ]]��WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS 30'SHALL
72" i 100 100 HAVE 2-�/8'MINIHOM•6 ARATION FROM GLASS WHEN S 30'ABOVE GRADE, 6/B' N>30'
A 99' 70 70 ABOVE GRADE. s
? 6, LINEAR INTERPOLATION Bf-KNEE H SPANS IS NOT PERM R 5 ANS THOSE j
120' 3 63 INDICATED ABOVE,THE SEPARATION FRO S-FE)R,HC-f'l HIGHERSPAN SHALL BE USED.
f; 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE
144- 43 0 WITH ASTM
.. - E1996-09.
B
a
19MA V aEm yaw,pa.
•1a'£ PROJECTION VARIES
} 2.874' i 4.674•MAX. `�X•` 15�.'•
No p aq��z
.b _T �� r0 '25` 0.062'T•--T0.450" •�}•0.080. ro ¢5,�9
is '�';� 1.830•^ 0,062• '
2; t-1,.708" .�0.100' �"_ "ii'• ..�' .omr
1.7080.100' _
'0.195 p.060"1�0.070• •L 0 .e`r�. ��2:BZQ" 'r�.:���'•., .ar£0 . f
f 0.:630•. t � JI 0.63D' O.O6S �• �-- >'g91•_"� 1.9D ��/!fO�RC� ;:G ,N. m
0.630'_�-{--�. r0Aii22' '{•, e ' �- ...L .ti1j? .�L: 3" �' p �� (Ja °N r_ '^
l�r .; :�"o69 t r-}0.971• r o.Q�l i o.la3•. r-L �.{ ll1
;"'r",' " Q. •/•. 1;TI70�=" a '0.630' v o UT= ?z
'iP 1'� x''Q"' .20D' -'.1i0G9.•.{• .O.ObJ." `0:200' -;I'• � 0.D§p• I.. 0.630` .0. "' I�--I�. ?���-p0.062` '' �Sm $
,t I<"rSIiPrORT LEG OPTIONAL 1.. II.,�(:.O.Z00 ..1.0fiY'.: '"t'O.Q6Y �p.2�0' (w,W` �ci 0 W a
:< 5.745•MAX.-''. s ^•. "t I O.a w z
1 .:•745•MAX. �I
1 O LL r DLlILfl 'i?UT LT 3 ST4EATGtL1NE CEtU14 i '<'RAC C .O STREAMLINE WALL TRACK HEAVY HEADER/SILLi LITE HEADER/SILL oLu
w W
si SC E.H LL. O'yC AL'E Mti;.F'S•2E, O SCALE.•riAL?SI:.£, SCALE:HALF SIZE SCALE.HALF SIZE SCALES HALF SIZE �L1
r '' 'a,w:�... 'YIMERE SHOWN,SCREW BOSSES
&FELT GROVES-ARE OPTIONAL �.
h ON ALL EXTRUSIONS
•; •.'0.874'}- '2.655' 0i875' "'
tS 0.510'
^ 11 2,195` •{"'} 4i=2.195'
1 ice_ �, 1.229' Ir ` Ia�.LOw3�s 0.060•
gg
92.c6-(�5�o 5.'los• 'I I�($ aI;1-..,....I.iF.s+.'I:' �y)�'� �. `� I f''i'i.db9•f;II'�TI 'I?�.-Q1-.0S>]5'•.'., _�hr1i.•1t��.:L-Q:.10�5- �.�I� !I:I.�'�^ I .nT2..,6•2O,'.-_iI'�-a}'t_u0:§0475''}e �t i :4.' E4' $m.' V
.slo•
0.075' sry 6p�m numCit
�
?C .,'.\ .� 1 ,_I„ .. � '•� M:TESTED THICKNESS OF
0
v
0.781'r••^-} �4.510'-� 0'•' .. :�. BARE METAL W/O PAINT I50.039' r`
. 3:SD6'
1 r ILL SILL ADAPTER o.')',EXTENDED SILL 10�'EXTENDED SILL ADAPTOR �.j,ADJUSTABLE SILL BOTTOM (/J /6.8 STREAMLINE SLAT/BLADE ,�; °r'•
{ALE HALF SIZE `-!: SCALE HALF SIZE• .r! SCALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE
\ SCALE HALF SIZE
� t
o. 5 , -i.s7o^^0.08. �o s.i.o.•
�� 0.070 U245'0.143" - pa3.
x1
' 1.208^-! 0.143• 0:046' ..`�. =`;1� ... g i
R �� O.11S I j
G 0.080'� �� ` y'
� '4.753' n abg �•_.� (}.II.1T
[0.090,N .:n. O.Q96' .. 4 g,.`• s
1 ssl0•--j : ;_,04sa" �I .o.oao• I �iii`"'� g`�.
OC _'�7_R""`. 0.682' t---•-+..... O�D.St)" ` 0.693'�. 4-'""�_1.` MPAKM
15-Z339
NOTE:THICKNESS OF BARE 2.822••-----rt.
i METAL W/O PAINT IS 0.039• ENSP..3_p� 9ki
6.8 STREAMLINE.STACK g :kAID'IUS.QLiNG'HEAbEr,ISILL t 7 8,$*S�TAk[Ek t g WALL SILL CLIP. 18b WALL SiLt
'•-•� SCALE HALF SIZE O'SC 1L.'1?ALF 5:$E O 5CAUI! a_Q SiSi:E O S:ArL-SiALf'•S:7,E. 'SL-ALE'HAL•F'S)CE: a
R
.. F 4.6:L'nYJWCrY.i:
v1�T,l}11.3 Its 11F fptoaPLWi65tq
'+0.280'
-�}-0,125^ O.GiO* 'tT61Ni;E5SSTEEI I r.} NYLON WASHER OR
. �� .. a.• r.
4 0' ALUMINUM :�
�•i""� ASSEMBLY ��_'-_, I + * . �,.:•, iJ7 ±4;.'.0.35)'
! t 0.320'0 HOLE .� _
q�.:.• � ' c ��:•.• .Qs'...
�2 0 x 2-3/a•410 Hi S.S. 614
JY,' :M'i11N Tfl" 0,591• - 9
o D•6fl0I � '' "O -- O.I20'a L7VlTi0:l'EW W/TC ULTRACOTE T��, �Q >�,>A _.r. ATING �r''0,062"`�f.. { a YP TOP&80TTOM) r�•. �I:. � .fQ, 'G Wm BF
NVLflN USHING W/WASHER: � �/ •'�I�IDA,. ."•° iu�.J u:°
i�-•-- 0.750 7 16' 0.154"•�.! 0:137' / _
7YP,AT EVERY OTHER / 0 x 1/2•0 INTERIOR IOINTTOP !i•�/1J•"••�'•'�� u71y," In
5"MAX, 0.H70' / .A Ca. to •_
�- -� INSIDE JOINT AT TOP, 7/16.0 x 1'®INTERIOR JOINT BOTTOM j:'�
CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR tt'j'17 f.1'I 1 y'y\'"Z wui U
ANGLE HOUSING-ZINC DICAST,POWDERCOATED +•>Q sg
�7 F.v1-LER ASSEMBLY or; RUSHING ASSEMBLY DETAIL 28 .BOX CENTER INSERT
SCALE HALF SIZE (�. NO7E: MAY � ZX otm
.ALE HALF SIZE SCALE HALF SIZE SCALE HALF SIZE
OR KEY�MUMB TURN OPERATED INSIDE, wIrr °d fy OSw
E: IN
RASS PUSH LOCK W ° L
r -! SCALE.HALF SIZE N K
s Lu
1.978•' L3'j5' e p
rr ��`•-:xgo:5U0' f 4.003,' i 0.236' 1.742 0.286'I `1.603' 0.267' r •i
0,500" , l.TiO' 1 }-0.53V•---SSS���TTT
a.6a5' {I
c y, •7 ..��. �.. •.,. 0.790" Cr090� ' 0,129' oof�t , r0.5?3• 0.53L.. •' rri'
v� 0.063'
Ea
f .o 1 ` a..C r 0:607� 4,118•'+ t0.224'• 0.239° S.. '+y i• `"'�' .L'i,
' 0.496' lrii"I m %I vim' •
" I Q,0,60'• 0.240' .T..
t--2,750,-Y .r r-2.000•--4 ' +, d.
i �.
a 27 Rnitif:LtxP,n 28 C1Eti0R+T3'Yc LOOK' 'T(i'li%t:' 3,)Ss" �• �_ �,. ��--� :'�:� y DWI
({(-� �� ��
E S.A E riL F'51?c 'SCALE;H:4LF5I2E - }--3.476' 0.160'yr y'',•,0,062' 0.222'
IA01
f 3p .I;+ 7Clt 3i MALE BOX CENTER 32 E
Ut c7 E RtXl E bG}:•CEF7 tEK E
T«nc.'«, `. s �"' .,. ." "✓/ „ O''XXLZ hl>,1'F SIZE' SCALE HALF SIZE O'.SCA,4 HAL. SIZ..
} -}0,400'
5/.S'Oa�'x 13/16"WIDE
11 J I 16F't I 7/16'0 STAINLESS I o
R 1 /� (• �• ^'-'-'�'� STEEL NUT•� `�.� .,
�S
T �
17
r
E o.a % 1. D
5/16-1 8x1 MACHINE SCREW .11
TYP, zj• 5/16'O INTERNAL'
STAINLESS STEEL •a:121' gi-CL�
�f 0.689, POWDER COATED,ZINC DIE-CAST THREAD '
t ^4,560' i--•-� ri'+ d S aI slbp��
•,•,,,r HEAD:STYLE VAjtIEH ..1.050"•}
SECTION A _
f rE LOCK ADAPTER 37 T-S'Ca?ti.INSERT 38 THU).�a SCE�4•
DELTA MODEL STEM
3x
INDUSTRIAL SYSTEMS �� OPTIONAL O SCALE ^u LL*iIZ,E O 5C:;LE FULL 5l:£' �. c 0254' 400 40b 40C S atS1�L''
Ij 3rJ (�j;:�.�(w{( SCALE:HALF SIZE ^ '�,
S N 9 i".` ` fY=.
s; :: r, LF 51i. { 1 0_31 EUD S7Rle_I" s d`
f -z.000• --{ i 2"
�• �';1 �1.Sc ' olzs^ & " E XT
SCALE HFl.Soo' L SIZE
O.D501125,
0' T t
0-01351. g 0,125" 0]mPjJaT&
t{L,IV,N
•Y
nPE
0,093" H
IJfj
0^0.25 0,04V
15-2339
i•i
jlf'�. easrrsa�.�?uaH,
,ALT, 1" END STRIP a) 1.5"x3"x0,U93" ANGLE i,?r�'2"x3"x0.125" ANGLE
(y 2X7 ANGLE SCALE HALF SIZE SCALE HALF SIZE SCALE.HALF SIZE
SCALE.HALF SIZE
,d
11I PPC.1WiS. J+r•DO,P.L.:.
i-ANY ANCHOR PER ANCHOR AIST• f!i�
i,SCHEDULE @ IS-D.C. EXl5TIN6 -
r J GLAZING . �.. \ SEE ENO STRIFE'r.,"�"'�',
SCHEDULE FOT'y''1^.w;r•No ;EOB,D •.��.
' 1 N / .\: rr �• SPAN WHEN.
74eMaWN-..
" �. ,;�• EM9 I 20,$08„40bLEG. {SR,LSr;, ?E W. '
EMBED.
1 2! (INTERIOR) YJa" OR G.B`STitRT .1:• C.�
( T'i MIN.0.062"THICK 6063-T6 ALUM.
ANGLE 1'x 1'MIN.TO 2'x S'MAX.
Eo ANGLE LEG MAY BE REVERSED)
•+"—. _ \t� ( ==rFASTEN ANGLE TO TRACK W/ ITin G
OIS7." ANY ANCHOR PER ANCHOR ' (2)A30x1'SCREWS AT r7 qCy
% y.`3-�u - =-{+ CORNER TOP&BOrFOM;AND
------•I SCHEDULE @ 18"O:C. UI
• ATTACH'Ib 6.8 STARTER WJ t0:
= ..,�. `-R12 x 1/2'GALVANIZED
S12 x 1/2"GALVANIZED OR SS.SMs,
f \ s.s.sMs,3/L6'OALUfA.POP
i 6 BO"(TYP J l 3/16'0 ALUM_POP RIVET,OR 1/4-20 T,.� T. RIVET OR 1/4-20 MACHINE uti ILI
+ ._USES(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT V 18"O.C. AL,c tNATE END S,RiP CC A1L'\ BOLT NIJT®18.O.C. 3 r u.
(EXTERIOR) 5116••8 UI1B SCREW INTO THREADED %TH 6.5 STAR TER AND.ANGLE l a 11 d tl
ANYTRACK W +�
INSERT �,AT 1J3 SPAN T02/3 SPAN SCAT.F. 3'=r_o-�• / I ow W
TYPICAL. PLAN VIEW FROM OM OF SHUTTER,RECEIVING END STRIP SCHEDULE SCREW BOSSES. 7 �p
ti HOLE SHALL BE 3/8'MAX WIDTH,UP TO
SCALE X' 1'-O" I"HEIGHT, 1"&0(2.T.
7 }r
n ®R t`
,U•E•.'8RA�5;y'15r.LOCK .\ .�
GR 01S/16-.!A NHS LOCKING DETAILS FOR 6 I
S'a i f•'.0 7rHRE�tCEO. Y9f0 Ca.Tj �. SEEENDSTRIP
tTiSE$T 7+'AT µ PA:d CENTER MATES '
10'..:. F1-N'%:e C�+ y SHOWN ON RANDOM C% t I.SCHEDULE FOR MAX. w' i
t�GF,;H_7`EF-mot .^ t N .�. .'�r !. `• SPAN WHEN USING
pp 3%h DETAILS 3,:B!�4;�P) _ ) \ 120,40a,40b OR 404 0 LCCV tdiG.H::LE.S.ir.Ll$S'\`�.r C �,�� ✓`
Y 3/v'vF i w vt H.LP i l 1s .. x / / I 1/4"' ORG.85TARTCR yr 'S S
"'•�aGHT ', �. ALT.1•3/0' 1.: 1' --- iLLLL4__..��... + Mp . WITH 21 OR 25. j ��; �0�
Dc). USE APPROPRIATE ¢
k . ';• :n ER RIP c Q
f i ` .. 1.6-x0' '..8 .�, v �.; iOT PROVIDE CLOSURE
FOR o
• f' 1, .� \\ BU`iDING CONDITIONS. 3
& ``FASTEN STARTER STRIP y�y��'.j, o
d \
(INSIDE) , T �`7 CREV/SCAT CORNER.TOP v
xoixs TO TI
ALTERNATE END STRIP DETAIL. x Bo77°M y '
SCALE 3CK LJ/SCREw L...`•!�?. .}
'� 1„'.• I.. a c� l°� 7 IIO55E5 fL"•'�,+li
C: Q rS+LL +"r' W I FOR GREATER SPANS OR LOADSAHAN
1 I " SHOWN IN END STRIP SCHENAE,END
STRIPS REQUIRE A I'Xl'.M-CUP ANC3e
iQ�i'Sov oFT9 `:
MID SPAN USING AWANCH RO NTR e
SCHEDG EXISTING GLASS =,
U ANCHOR OR 1/t20 BOLTT4OaR/irD TSIR .
SCR5VE
p -•* �"' T:.• r V' � USE(1)BRASS PUSH LOCK Ir
t'SC I'U BRF 5 Rbill LOCK n .} :�F"I R I1J 1B THUMB "'"'� (INSIDE) 1'.
r� O 'f`e SUJ ��tiY 3' pSEAt:v 1'33G'TMFiEADED r+
e .mot CREti�•1 O. yR +r;>T��*R t. SILL
zant02/3$YYIi¢ROT
"TO-70M.•OF" FROM... _.(� '` h _ ��Ia BOTTdM OF'SHUTTER
.f $
:ROLTDI�Q Hrlei1,IT:I L+ I' rr (OUTSIDE} ; E
3%S EIh'A GW'L?�{•HsIUP�TC
^. TYPICAL. OUTSIDE CORNER CLOSURE � I•` 1' R N��. �- �3�
�'- DE'AILS WO/CORNET? POST
r^ .,4."' f \''. / IP• AYY,O7+TTPASYl:E:N3XDPL
r r ;OUTSIDE; 15-2339
v�-Sit,L `q
USE 11,
BOX LOCK AT 1/3 SCAM -
r SPAN TO 2/3 SPAN FROM 7AGE.DE_ cs1 _vnONI
T+P!Ctil JNSJuE GOPHER CL'GSUFf New BDrrDM Or SHUTTER
CGETt.•tL t• t1+Of'E,RN,FR P;D5T MULTIPLE SHUTTER ASSEMBLY
y�y NTS S id SCALE 3"'=1'-0" Al
i"
0
MuxT.L':Lv.t:wlxg0,q�e:.
Ct CONNECTION TYPE q?Plt�rq�r7i
REFERENCE ANCHOR EXISTING HOST �
SCHEDULE FOR MAX STRUCTURE u �1�•F' '^• ��(.,
SPACING 3.
.�' CI CONNECTION TYPE ^1/4-20 MACHINE BOLT
\• REFERENCE ANCHOR' 3/1'•' W/NUT @ 12'0 C OR
\ SCHEDULE FOR MAX .. 1114 SMS(3l G' 0 C Z*•.,
SPACING`^-^-^--may IJZ'�, (TYP TOP R BOTTOM)
r o '
{CUM. TUBE ` 1 '. I; ;` a; '+�
2 FASTENERS 0063-'T6 ALLOY I r t. % r lid=+I. I 'r R t•L'7
EACH ANGLE 'SEE'xAELLEJ.i FOR SIZE. 'a 5 OP 8 U.R7 :�i.kC'�F } g t^
"`'' I 7
3 CA
i ALT ALTERNATE THRU DOLT '`=' ." ! •• ,
t•.2' x t/Ay �`. .'.� I/// �— 1 CONNECTION TYPE n
C ! uus
OR 2'.2 x 1/8 / !' MN GLASS ¢ X
ALUM ANGLE 1 'o l!. ` _ _..._ REFERENCE ANCHOR w..,� rt�� Cu- vo
.L,_ I. i ?1 CHEDUL"c FOR MAX Y I-U�q^ U� a�9:
I t3 I;��I 1 SPACING i. [r.'Tn!iLC2:. ( ,•, Z .+p' �21i
THREE 3/16"?,ALUM t° 1 1� ! I pti Lu
POP RIVETS110 ,y- GLASS 0�A. �. ITN 81
THREE It 12 SMS,TYP o OR DOOR: �' X 0.- ,'�r��'U:
--3/16"0 ALUM POP II -•• ¢ C !, NIY .w Gp RIVET OR 1112 SMS I. ,�� �w rL
+"; 1D?'OC l7YP) 4 .I, ,� I DER/r• yr �0
TABLE A ccc7) {) \.+ ` 'o5r�atP >
k-• PAFSSURE VS ALLOWABLE LENGTH 1 �. .�• '�. -,.tea'•+:J t Sit
� • MAY USE MALE OR
PSF ! NO B(0 No 8(0 T FEMALE LOCK--SLAT •�� I � �o tY4"MAX
_ S
JJJ �. 13 ALTERNATE THRU DOLT----+ "I k F?On.rl!v.
62 330' 188'. C5 CONNECTION TYPE CI CONNECTION TYPE /,' -•— - GU105.7 01 UV51101.1
72 1w 179• TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR � 'i"::^ �5 WASHER 1TYP I t�t0 yl
tl2 '119.' .. 172' ` CC3 NTS SCHEDULE FOR MAX SCHEDULE FOR MAX .,SPACING .
!1__ -• `, w 92 1 114' I65, �LN 14x3/4"SMS p r 0 C
102 p 110• 160• _ •J ANGLE TO TUBE CONNECTION "min o,}�
c r9R
12D' F 104309'�i 147" 2 2"x 125' cz;g $
1 131• I TABLE B(a+) EXISTING MOST 'E118E0 6063-T6 ALUM TUBE >�_'B m
I 97• STRUCTURE
t (-' � , FRESSLIREVSAUDWASLELENGTH 4- ^OA1t7i CTiC)�j ?' U
iU 3k3 O
1 .114� I %r. /—EDGE DISTANCE R£FEA,Euc*e.Y•N;.MOR W
5' PSF W 0 / ..._�� SOME ULILE FOR MAX C
SPACING �r •
62 , 133' 366• /'
72 10T '19T -ASTENER p Ia.-0 C '� t •K`"'� � o s
'� 'USE ANY ANCHOR:SHOWN .� rD L.TF.RNATF. BUILD OUT MOUNT SECTION fQ„�. a
82 101° 1+T ; IN ANCHOR SCHEDULE)•---� SCALE 3'.e 1'- 0• v
92 I 95•' 179' I m
102
"x2. x
? 3/16 RIVET OR 1112 SMS 090'60h3-TG �MN GLAS'' v:.I j y 1n u+0 _ f
@ 18"0 C OR 1/4-2[! ALUM TUBE 1YP � TVARh7uyt S�•'z x- aW Ij� LR�s'iT
NUT &BOLT(TYP!'�\. FEp'T�}F('F.. w'4O Ins dI � , gt'7 .
..3/16-'o ALUM POP
ALUM.TUBE—\ RIVET OR 012 SMS I '� �^, GLASS V X".gas
N18"OC ITYP7 z;a,r OR DOOR Oa,r 5 0 ip
6063-T6 ALLOY \� I 5' x i/A" ' L w pits• IC ° .
5£E 13Q,L,E_,E{.FOR SIZE 2 FASTENERS
a i�*eoNrlNuous a f. ¢..
e EACH ANGLE I ALUMINUM ANGLE
1"x 2"x 093'6063-T6 I OPTIONAL ANGLE [INSIDE t '1 4 � Q p
ALUM ANGLE,TYP ! Z' THREE 3/16'0 ALUM `� ORIENTATION T'YP I S
' •c' POP RIVETS OR
S 'TFIREE t112 SMS,TYP
1' x 2"x 1/8"
FF OR 2-'x 2'x.1/B" +•� �. CCMIc1a71CN TYPE
ALUM ANGLE �•�, AFERENLf ANCHOR
�t6.Ill•9•flt6 �bg•�;
.i _--- V..` SCHEDULE FOR MAX
°+-- USE MALE OR FEMALE SPACING
^M•-� •. _ >#hA'df7fFA+XLeEY:1a00Y.E
LOCK-SLAT •. ...�"�' EXISTING CONCRETE, i5-2339
1• vi �'` 13 6L4'CK OR WOOD FRAMING
`% (OUTSIDE) EE INSIDE SU MOUNT SECTION PAce.ptscAll•11roa,
- 4112 x 1/2•'GALVANIZED!. SCALE 3^.I%--0'- -
m I.
TYPICAL CORNER CLOSURE DETAILS OR S S SMS.3/16'POP RIVET,OR 1/4-20 ALUM_X SIDE CLOSURE OPTIONS
Nis MACH114E BOLT& NUT SCALE Y'=1-0" 1
+- Cal 1a"0 C
. iW.HCi:.'dFH7:4iR7O.M,L
C5 CONNECTION TYPE
REFERENCE ANCHOR :'Y.ISTING
z„w,. SCHEDULE FOR MAX STRUCTURE
O T SPACING----•--^-•i'J'
_ �1/4-20 MACHINE B04'F
pp" —'L. R� C7 CONNECTION TYPE' S�IMtiX :{,_ �`•;- ti
GLASS ¢��o+ GLAS r ¢ �+� W/NUT -0C G?t 4'• '�'
OR DOOR �•� vut- OR OR w� � REFERENCE ANCHOR' :yy COC°T 4.
�- w} I-+y«a,. 11C.tIDUL E.FOR MAX. �� I• ri14 SMS Cal 6"0c-,I,
jQzr �� r Lwm S 4IN tJ2.� +. (TYP TOP&BOTTBMMINi
Mar 'lJ•LA w a W �I GLASS N i=' .0 m /2•,
X VI VI:-+ LQpl,W.:nj iti1 N a ...,1
1/c^-20 THRU BOLT W/ GLA55 a m p14 x 1/ 'SMS C9 12"0 C X 7 o z r i.. 'T .,• T .,• N
Z'P4RAn ' i K iTGR w :a o ,� 5DR-610R'�
LOCK NUT Cal 12"0 C OR E r'='i- OR /16'0 ALUM POP 17.�8L"2 a 'i•� { y. s
12 x 1/2"SMS Cal 12"0 C E,S '=R RIVETS 6"0 C OR 1/4"0 F�L N w OR�\4•
OR 3/16"0 ALUM POP 'TAELC: w p i 1.�. •/ss/ 4..�'LS:'�"
RIVETS Cal 6"'0 C E S •, J= ALUM PO RIVETS(ol 12"0 C �1C. K. //!t i• �U.L�,�Dc"'FF55
R 1/4"m ALUM POP RIVETS / m 11 AND 3O I .. ^•w 'iQ"� <
1r4"t9AX MN GLASS
Ft70M?1N P
(a112"0 C ES.--- (I}y s "�T1 -"Y ASSEMBLI- SEPARo.TiON 1 r:{7p a It Z
!1/4'MAX FA ^"1 1/2`TYP �Ut (D ICU 'TiG '.rt pEa r45+.Gt ) r `.,p,� L.. It
OS AND QO �1 f .GUs .:TBUSHIN:: ""'�' WASHER(TYP 7N'='+'
ASSEMBLY- .F--.—,' 1s WASHER(TYP) f GL SS yYp,'�m U W,,
:s I i,' "! L1 �as0
giC7' ..-•k-.1:2"TYP EXISTING CONCR TE. yam' "•3 CONNECTION TYPE 0 DOOR .
X. pzr � ¢.
BLOCK OR W000 RAMING '- .,r /.... � %OO EE/'' REFERENCE ANCHOR �I a R::4 c W `'u
. SCHEDULE FOR MAX S�D.a o W
., CONNECTION T r OI`+.T 1u-0 b C7
d '.�. +"'7^. '-. /'' f'• REFERENCE ANCHOR SPACING
SCHEDULE FOR MAX !
SPACING AS SHOWN lw
/ �?.CONNECTION TYPE IN DIAGRAM ON PG 9
REFERENCE ANCHOR ISTING CONCREl'L-"� w O /• / A O p,. r '
SCHEO ULE FOR MAX BLOCK WOOD FRAMING ^ ' •. ti'.:'M<7(;xPCt•a a;r�
L UiOc l U h+ i 7
SPACING AL7 FASTENER 1 CONNECTION TYPE -
/ LOCATION FRONT AND %-}, REFERENCE ANCHOR l' -Fy'_1��`�.� WASHER(TYP1u" 5
1 1/L MAX FROM BACK ANCHORS NOT REDID g: INSIDE MOUNT SECTION SCHEDULE FOR MAX N -h" L•'+�) u' 3
PIN GUIDE TO WITH THIS LOCATION ti/ SCALE 3"-V-0 SPACI-: 1.
""�I 5 CONNECTION TYPE
�k �--•%----!BUSHING WASHER O INSIDE MOUNT SECTION { REFERENCE ANCHOR ��- c
G:� /,•'.� 'tC-;r-'--•� (TYP I SCALE 3"=1'-0'. -t SCHEDULE FOR MAXj S p m
„i EXISTING CONCRETE„. r SPACING Ab r[
BLOCK OR WOOD FRAMI'•7�E't'tR.En m
C' ,-BUILD OUT MOUNT SECTION-— �Q
TYP B0T70MI EXISTING CONCRETE, SCALE 3•'=1'-0 `0
BLOCK OR WOOD FRAMINGlT��+y�.yj. � .p.
cOG .iSiS7' TING•^•--EXIS •a`� v
A NO'f E.FOR DE'7AILS A,B,D,ANO'E'ON'�TMIS'S'HVE T; // '-?.G^�}�>IECiICh TYPE STRUCTURE d
THE BASE TRACK MAY BE INSTALLED IN SECTIONS ! // I PCrEBS!-{C'.E'ANCHOR EMBE (;,S CONNECTION TYPE ;piS, rpi
i�. WITH 1/L"GAPS,PROVIDED THAT EACH SECTION HAS •! 5CIHEOI'1LE FOR MAX, °I'REFERENCE ANCHOR
A MINIMUM OF TWO SETS OF ANCHORS AND IS A c�1 �f. SPACING SCHEDULE FOR MAX_ ,
R MINIMUM OF 12"LONG THE SILL S CEILING TRACK u' ...... SPACING �" S
q USED WITH THE BASE TRACK MUST BE CONTINUOUS s 7
.OVER THE GAPS BETWEEN SECTIONS &�..,,
55f
.7 .� OR DOOR .L xSS.v .!�, N W W W �i�'}(
GLASS
� .� �.
s 5alyy,.�s�_
�w "12 x 1/2'SMS2" n- i' p .� y htgr a {
Co)
@ L R'71 I.� 1�4l.. 1�C�2
ww�w OC OR 3/16"0 ALUM "Pi.c. V=jO p7�` g}L
.Y r.wp� POPRIVETSCal6"0C jII` :`�:C'1: X-W"0zr GL SS OR�.• ^-'y - 3�'�2mi ,�
�•�, OR 1/4'0 ALUM POP (^! �0: w
;✓. Z, RIVETS(a112' OC',: i ijoa D OR
MN GLASS ='�.I Z m w vI f;.R TAME;,
.q SEPARATION ✓'3 ina ir. v':J�C:Q 9�WISi!Y• }S
jjj??? !ap•0: '� Xwa zr 7 AND B 'S• ;vw ! t
R 1/L-20 S S MACHINE ` �. a._�p p O O y I�� 1%�•ktilc..pROA'.P•+1'
SCREW 2,NUT(al _`-wN ASSEMBLY , •1t2•"GUIOE?Ct3UrpMLNG' •-•--�' I!6'
12'0 C _._...`^^'_•{.( ,. •.a P'W::SHER(TYP 1 11T'r ! �8 Ir
k GLASS r,. 1_�.! 1 3 Cgg
S i.' O I Tix"MAX:FROM PIN ! F11x�'; i-"�
OR DOOR---1�� TTi4•:d'aX:FR^••'.PRf m .� /: I. w o ;{ q
Y. s t CONNECTION TYPE 1/! 'WXSO T� g+
•� y—i_....,.__ 1`7—r� U'J?''kw�/ Z"�..t L,1.11HI1;1� fig
pASHER ITYF+I ? "' 'r'' REFERENCE ANCHORWASHER'ITYP) ��12
.tz :i. /i Y"`OG•`. trs:rctrtPiHct' 11�41~Ars
=i I "lst.'/'iR EXISTING CONCRETE, SCHEDULE FOR MAX r
;COCK OR WOOD EXISTING CONCRETE . SPACING AS SHOWN `-C2 CONNECTION TYPE 15-2339
�C-0 CONNECTION TYPE IN DIAGRAM ON PG 9 'REFERENCE ANCHOR
z UR �__. "-- FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX Scut+. q � .i. '.l '•...
'x 3' x 1/4"CONT i/ i./• '•,t,�� I,!+ 01i>(ECTICta TYPE #12 x 1/2'SMS 12' SCHEDULE FOR MAX SPACING �j.S,g pgTptlpftpKs.
,�63-T6 ALUM ANGLE I /�/j�!fit^ + %µ�k=n 4REhlCE ANCHOR O C OR 3/16"0 A�UM f� ' SPACING ALT FASTENER S EXISTING CONCRETE,
AY BE REVERSED O>?' -% • ,•' SCHEDULE FOR MAX LOCATION FRONT AND
Er "• "-� `�` SPACING POP RIVETS Cal 6"O C BACK ANCHORS NOT REO'D BLOCK OR WOOD F G
r.5 SHOWN DASHED;--I--� OR 1/4"0 ALUM POP---/ WITH THIS LOCATION Ip
�/� ii se..t•, MCUNIT `Nt;CTIION RIVETS @ 12-OC �CEILING / INSIDE MOUNT SECTION, !,'`,s,ALL� BUILD OUT ` r1�n,.�l
�..,,.SCALE 3.'•1,_0.. ION �{ 0
SCALE '3:'a 1. 0.. ���....///
MIN CLASS '17+.Wx
GLASS - SEPARATION 5}11.,I'
OR ODOR PER TABLE 2 r-1,2,
% �' 3�ASS OR
az -GLASS OR
' ,r w a DOOR MIN GLASS/ I N N I SEPARATIONR'� .� +7FH`.
MIN GLASS w W P� TAP.': ✓— '~ ,: H', 1
SEPARATION r'� r ¢T.{^ ..
In
zr .i PER 7AB:E? `'
1n �77 _.� .c' Illifjh n1U. :
W_. o
.I.. ..,.,Iccmkt �1.�,J
N, j - T -'o z Cl CONNECTION TYPE ��
1/4"MAX FROM PIN GUIDE T'• Q REFERENCE ANCHOR O
'2B. a°• c "a 1<1LL1 &N W 2,..'vy.b
TO BUSHING WASHER ITYP) 1..� N SCHEDULE FOR MAX,. u HP'z
WO WD00 �� SPA It3�y+.�gi't.
ry e 10 Q .
LAG SCREWS C.)24 � -C4 CONNECTION TYPE -� I' 25�•' -
%•-^•-'�•1 � ;1 O C MAX WITH 2' - �W G
1�s J REFERENCE ANCHOR i ;�('ff p
THREADED PENETRATION ( SCHEDULE FOR MAX '• `
IN. ' "•"'�'� ',THREADED
'T"INTO CENTER OF 2X STUDS f i SPACING �j H '1".b?•
EMB -T' 5114 SMS(°t MIDSPAN BETWEEN :u
STUDS FOR TRACK TO t"x 4' fr /'j „• ,'
u PLYWOOD&, TUBE CONNECTION
f' f! EXISTING HOST STRUCTURE i, f
5 STUCCO FRaS"-` ,`., T 7�L.,x 126" f J''I � +�+�•`
.•'6063-T6 ALUM TUBE
? THIS DETAIL TO BE USED WHEN STUD SPACING F!)DECORATIVE FLOOR TRACK DETAIL t 1•WALL MOUNT SILL DETAIL w a
�` SCALE 3'=T-0' v^; SCALE 3'=1 .Q C�
' "EXCEEDS THE MAX ALLOWABLE ANCHOR SPACING
acs
'j WALL MOUNT SECTION TA so se IuseDY .G K
SCALE 3'-V-0'
i AT TOP �g
G ACCORDION SHUTTER I W o '
PER PRODUCT APPROVAL-. 1-- o -GLASS.
MIN GLASS OR DOOR f m
' I = 'P SEPARATION
IA ° PER TABLE 2 = EXISTING WOOD(G=0 42)
Al.PL
ABLE ATTOP
! X C LAZ TRUSS OR RAFTER
Q 0. Q n Ca 24"MAX O C
2"OR3', S M F N EXISTING FINISH
MATERIAL' �r '
� I � _ +•+��1/4"MAX FROM PIN GUIDE 2"x 5•,x 1/B"6063-T6 `1 2°MIN. 5 6
.. �� TO BUSHING WASHER ITYP I ALUM ANGLE W/THREE // � II 113
��o�• S 7,i�
S 2'x 3"x�°x CONTINUOUS OR III r 2.175" g 1JG' TILE(TYP 1 1/4"0 WOOD LAG
2'x2"xY'xCONTIN0005-- 'I _ _ ,Ir i'v' I w �'�'1•-+-`
a n ;—:• - -- FINISH MATERIAL SCREWS WITH 2-3/4-
T
y 6061-T6 ALUMINUM ANGLE ' I Mt G 5 � �({A,i .tit tr
L`` ' MINIMUM THREADED
1 P `MIN.THICK 6061-T6 ALUM TRACK X 3J4"PLY 7-0OOD EACH R FT'IN WOOD
1/4`m A325 GRADE THRU BOLT(d 7-0 C EACH RAFTER OF TRUSS
EE±± FASTENED TO ANGLE WITH 1/4-20 OR 5/t6"�A325 GRADE THRU BOLT(a1 12 '0 C
ANGLE FASTENED TO S'J/{ 24"O.C..MAX WHERE
R EXISTING 3 KSI CONCRETE �'�,,� MACHINE SCREWS AT 3'FROM ENDS � I J / •,
HOST STRUCTURE WITH"� E AND 9'O.C.FORT'HE BALANCE
). GAL V OR S S ANGLE EXTENDS BEYOND
_ \ LAST TRUSS MORE THAN
1/4^m ELCO ULTRACON TO CONCRETE/CMU �:'
0 ELCO ULTRACONS AT `"-EXISTING CONCRETE HOST / ` 5"0 C W/1-1/4'MIN EMB 6-, EXTEND ANGLE TO
3'FROM ENDS AND 4.O.C. 2-1/2'MIN,7----� STRUCTURE 3000 PS)MIN) f OR 1/4"m LAG SCREW 9-0 C W/1-7/B'• NEXT TRUSS w.ly �II
FOR BALANCE WITH 11/� ( MIN EMB IN WOOD SG 0 42 TO O 55 r• :o^ � � •
MIN EMBEDMENT AND 2 ' MAX,DESIGN LOAD,p,T s-o"MA%SPAN: >
IN EDGE DISTANCE, f 62 P.S.F. EXISTING CONCRETE, =Z =� ( jkjtyUllaD;
HOLLOW BLOCK OR v,r r'�+m
STAGGERED WITH 3°MIN. MA1{DESIGN LOAD AT 6'-O_MAX$PAN: WOOD FRAMING SEE.1. ': .. -2 x 5"x 1/6"CONT F X.?r^z
SPACING,TYP. t 52 PS.FPS.F:' ANCHOR SCHED � •� ALUM ANGLE(6063-T6) r a."'.14•�a 15-2339
} BASED ON TYPE OF' I t` E `'' _
Y Ll;iLiOUT IAIIJNT STRUCTURE 'o t:turt'
IIO SCALE NT•5 (MAX DESIGN LOAD c 77 P B F 1 t �4. PA4t PCCCFiI?74ni:
PASS THRU DETAIL
Hb TRUSS MOUNT SECTION
SCALE 3'•=Y-00"
SCALE:3" 1,-0.,.
G9
a
EXISTING HOST "ALT.LEG DIRECTION f 4i �f•1 i j1 �p'S'
STRUCTURE'... .�` 1/4°ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN
12"MIN FROM �EOGE OF ACCORDION ROUND WINDOW { EMBED IN CONCRETE OR HOLLOW BLOCK,3'MINIMUM
EDGE OF SIIUTTER, SHUTTER BIADFS 1 ASSEMBLY �j,,,, ,,,� LNG AND 3°MINIMUM GE OLSTANCE '�-�. '6k��y'ya.
1.' + �.'�+wnr,•.�' /-T)6063-T6 ALUMINUMED Ot.�+✓!_
TOP OR BC OM
' . ...-..# .J?' aNG
f rS
EMBED.
j
EA
..-SPIJi TUBE PER
DESIGN SCHEDULE 7_00
ILI ^t i KCCESS•HOLE _ c::
f-EDGE OF ACCORDION Z O ( .i lf4-70.MACNINE BOLT W/NUT� �0,�.'•,• �TE i=�Ey. -:
SHUTTER BLADES l j'. i 12°O.0 OR#24 x 3/4'SMS 6.O:C. .��,��• ;Q .M" ,°
3 5"
TYPICALEDGE
-ILI (r' ��•. �. ,� i. ••T 1/2'Mw[;:... ..� I'll °C 71J1 .w• .c
L3•MIN ?.iG,J •. m .. �?i'
2.87S'O HOLE(TO RECEIVE I DISTANCE MIN.G
t. LASS u z o
ROUND WINDOW ASSEMBLY) EXISTING .. .'SEp. AItATION. o LLLUUU ,.t�:fi •
MAXIMUM OF 3 WINDOWS GLASS OR ASS '4 z 3t r B.
PER EVERY OTHER BLADE I DOOR- O to re;<ul
E
u
�VN t O W
d F �. II 3'MIN va a ,D O
i LIGHT-N-VIEW WINDOW o o ( 1 EDGE j Tiul!AA(. ' W, 14
$ N.T.S. EXTERIOR El EV I DISTAN N'^
a 1 z` Tic..Y,AX.'FR0M PIN tSU/'E
y� S U, r ;wiuV�f �lYTfriT' m
X i F i � 114-•20.MACHINE BOLT W/NUT @
R w �T m w r" 2/2' ACCESS. '12'O.0 OR*14 x 3/4'SMS 6'O.C.
'x 2.875.0 HOLE TO f !� �
$ /+-J+. DESIGN
TUBE PER ti�
,t RECEIVE ROUND f DESIGN SCHEDULE EMBED.- Jai � Q�aaa..11C$t
$ WINDOW'/,SSEh{B:Y-,. 1%2• ^^-'(2)'6063-T6 ALUMINUM y n
..•aj xANGLES PER BEAM END,SIZE '�;e,o
r EXISTING f S*p• `'� PER SPAN TUBE SCHEDULE
l HOST. 1/4.0 THRU BOLTS SEE BEAM x
$TRUMP# SCHEDULE FOR REQUIRED NUMBERS L O
.1/A.'ALL P.owrs SOLID SET ANCHORS WITH 7/B"MIN -m F
/ EMBED f�CONC{yET,E'ORtM6LL:O.
W BLOCK 3-MINIMUM ^ ,
0.125"'I+• b.125° \` C[MG, D:3'1931i1MUM',EDGE DISTANCE O ?
0.037.' 0.032'+j i if i MAX.DESIGN LOAD a 72 PSF C p g
3 SPAN TUBE SECTION P
I
r-1 w N.T.S. VERT SECTION p
SPAN TUBE SCHEDULE ...
F fi! til i (� �`��••/ ALLOWABLE TUBE NUMBER OF NCHORSPER ROF j MINIMUM ANGLE
TUBE SHUTTER i SPAN THRU-8OLT$ AN ANOGLE LENGTH
f ) z ROUND SI7t SPAN ' a.y
WINDOW TOP BOTTOM TOP OOTTDM TOP BOTTOM TOP {BOTTOiA 5��I•��j q {�
Cnw ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE I TUBE d 'a 1f J'G tQQ
60° i a-7 '1a4.7 `2'. 2 2• 1 a:
.5,. { .0 2k6k 8a' fOT:i.' � i0S0' '•2:: .2: '•2! 1 a f' ' 7• GGG 4 �l
!7 0.125'
� i 1ZT• �81 O.P 1 2 1 .2. ! a- 1 9: r• 1 T.
G �`( \`\ �� I � ' DY %2s.Y 157,0' 2 2 2 3 4• _ 7• i�-' �'rf
0.125• 1o28•-!109.E 2_.'4--1 4 4_.-...__io• ' 10,
/I
1r
03:i?t5'!f 1. •rj•:O.1B8^ 21rek -_.�.......I.._122.7- 1 1S6.T".... __s..._ 2'-- ._.3_.:_. 4 ram.0__ }_ e 7.
t "�3.2SG• �I 0.125 y2T 115.4' 1 1aTA• 2 .1 4' I• 3. '!0" 13'
.t 1. '90• 1 16t1.1.-,._.._.. 240.0•- ._.....�.-...___.. _....... .._..• �.....-__T... 10"
., ri. 2k10k .-�_. .. t� �2Si Y
40• t I" U' 1'22W 2. 3: . 1' t...__b ytT,.•;.-..1s• R t7�' 3
n LIGHT-N-VIEW WINDOW '..��, 12a• lazy-1 ioa,r �'�•a 4 s T •,r to• �,m,L;,,.e:.4n:w-,�+,So,.E '
2? ;, $PAN TUBE SCHEDULE NOTTSt '
N:trS. SABIC PLASTICS SLX14317-UL-941i8
USE'2°zs x x x •ANGLES FOR 2•x5"&z°x6•BEAMS. 15-2339 .
} 2. USE 2'x5'x1/4"ANGLES FOR 2'x8°&2'x10'BEAMS. RAW.
yf 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PA [D
4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER a a�cxmT-•on,
CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS.
k 2 BLADE W/ ROUND W IN DOW S. 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
$ N.T.S. EXTERIOR ELEV ABOVE MID BELOW AND BELTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OFTHE SPANS O
6. LAP BEAMS ARE NOT ALLOWED.
7, ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM.
ANCHOR SCHEDULE: CONCR18TE lrl:i
. 15'MIN:f0G6D]STAttCE .���15` :....;t.•<� ^'''`
R V➢To 6'_0" (r Spans Up To W-3" .iSptn_,,,��1.P iu t,,._Z'"a'.' T!�.• •. tT[ a 7:..-,:... .
ua IOAO CONN TYPE I CONN TYPE WNN TYP: ¢•
n A.NCtiOR. iIa1YGi•.4 <' ' . CI. 6 'v• CS•C C3 C2.i C3. C4
E:•00.>
.Lla"ITIY TAPCON OR ELCO a3 Y6.0"I t6.D_'TS:O'El6y0"16.D`160"16iQ^9A" 3:Q.56:0'!^y6:0" 9;5' .5 , 1<;5"
ULT}WCON WITH 1-3/4' 5T• ]8;6"+16,rY`�10:5'i�14:5"181➢"IBQ"i2D" '9;7 ID.S'18',0'L5:0 YSVI 4.5°.7.5` ies" �_
EMBED(3192Ps1 MIN CONC) 18:0.75:d"'9.6'.IZS"16.G'16.4` 9:S' •S;5".•&5" 1 0"..SS:Q" 7.5" 4:5" P:5` 10.5' +y••y -.:lZ;"p o
....=_�__._.._........ ...` _ ..G.77J' ,5.0"l13;4'�' 7.4 11,0`18.D*15S".��0' S:D'�AS" 12.5.16:0' 705` 4:5" 7:5' Y0;5" rQom•,., STii7E:0."-s� �ty^ •o Y I r•+fa y 1 U",
SGO'.t9:4'`J.S"14M 3"�7.5"10',5'LED. 7.5! '4.67 '7:5"'la.S iS.➢" 7.5" 4,5' 7.5' 10.5: t 1. ,(�-. -- 4 ! t0 collo!.:-:1i0,<"'•' •S :
Sj<�MlLLENIUM MILLFAST 4 i IB:O.i26:0"75;0".ifi:4"+16:D":36: 1fi:0":R:D^'23iS•LG:O"'16:0" B.S.'; 5:$' .AD"19.5' _g�
V(iTti l-3/a"EMBED(3�75pi+ 53.2b.ST•16;0`71�Q"IS,Y LE,O'1b,0'1).D' 7;4`!.'10,4'76,d'.'j, E 7,0" '4Zr 7y5" .9_5", .� .O !rZ.J..QlVr'�C.: .1-`aLL'^^ z
M0'1'coNCREIE) 62 xb;4"�S•5.0" `S,D"13,5"33,TU"• W'Y)s�.
70 16.U"22.0"r7:0''�11_C IO:Q"14;0" T.Oi:;a:S°:9.0"•10:5"": '7,y5? .9.5' frtnt f1�n� �f>C
13:5 YfiT ..<:5`} •S' 4 5"I3.S`O;0'. 4,S" 7 S" '9 5°13.5'.7:p_'.a:SS 'Z.S'9:v '/
. .1f3'*ELCO CRETEFLIX 554 43. /6:'0:'26 tl'•16.0i16A^ ib:C!1G`.0"73.5 16:4 1'6.tl^1b.TE'12,5, 8.711l1w I6.a' V ¢�O 5
1 r 5 7YF.b, r S TT�#-I
V/J 2'EMBED(3350ps1 MIN S t&9"'I6.0"126:D"" .Q"!SG,O' 6Ar 36.4"10:0'Y5:5"1154W 16.0".10-0" 6>S° 11:0`•13.4' � � � •
COtIC} 2•' A"IIb:Q":1.2.5"1G:4"t1 ta.Q" A 124' :0'." 3 "16:0"16,D'r10:0" 6X' S.I.D"14.0' L ic
'70
_Ifi:O_"160..0"1815" Told-- V'W Lsw
_0 110"I4:0 W 1"•M1N''EOGfi'DiST ICE!., l ) NOTE.:'S INDICATES ANCHOR SCHEDULE SPACING
u a+i-cs'C¢i r2 1`a`f'ca: cs F 4 N
'374' AP,C,O.N'6RE[;.Jy 41- :IS:q"!36&'I`1S"• 8.0"+Is.a'3�.D,.lG.O.J.S . 5-s'!'.Icac 16:0" S. .. Ter a:➢•' 14.0^ ..SPACING DIAGRAM OR C2 & C CON ECTION TYPE:
C2 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE
1VL7HAc01(-vif .1.3W $3. 26,0"16.W 5576:5"•"S0"I.&W I?.0' 4,5":Ib,O"44.5' T1S' .rC 19,0" ANCHORS ONLY to
'EMDEp(31.92p>':AIN GOL'C).. 63: .IE:➢^)5:5^'4:S""9.S'T6i0"T6lQ'.!"s.II" /.�+4:a".13a.5"1<3".19� aO. . (/ ////��•• - C4 CONNECTION TYPE USING PIECE ( WITH
70� 1S.G�'' 5`�• 7Y_0"1{ 171 s' - Y:0" (� ( OUTSIDE ANCHORS ONLY LL
14I�a.s�� g i4 rl7s lao IVl
't3,: 1G0`ItL.O"'IY.W.13:5`kIk�1X0 S.S 8.5'.......
Sfi:6'1]D" 7Q 40 6s714: y NH,i
1/4•H;LtCN1UrS H11.13'N.`+,T ;_.....
.N!TTII i>3J4':EMgflD(3ZT54a y;SA•_1b;0^tJH:G'j'-DL. '1�t..0'!]E:D"Sb.O"..�0.0^ •S.D" 7:S"1G0",10:5',9:.5_'Y'J' '51511 7�5" ANCHOR NOTES: �.L
HIMEO S"+LEL}. 'b2� 1b.0^tl't.5"'••6:D"'.9A"i16.0"1AS"I:Z,O" 4,0' 6.5" 180'1MV SW,^'IS:,•.S.v 7.8;'' I. SPANS AND LOADS SHOWN HERE ARE FOR OE7ERMINING ANCHOR 5PAC3NG :7�os 1'1�.'�'
w -=^�--•<. •70 16:0" 9,5"iSS"•:0.ff''ib.Q"1):SSSy �"a'^S.5'..Rom'"'.10:5' S."• SS`17.S" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE N x m
5r ONE 5"'S,5"W/ %5.5"!7. 30.5"T5�:5^+ter 5.5" 7f"14 ".� 6t5" .;r &S"1 7..5' LIMITED TO THOSE SHOWN IN TABLE 1(P9 1). p "0
£ `' d-114�pNi/E0 ANCL' per, "�'
?� IJ.a•qLL;POY/T6 SO126-SYT --- .. - -r. 2, ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL,
U AtiC�itiR'SYJ'l18•'E,HOE'ti'd 1047 CS Cl:. C8'•1 Ca'. CA CS' Cl. :CZ .CX Ci•-I{5: ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR v
lx-2'O�SS MAEMItj@ SCR.CW s3: S&0'S:µS'. 65'� t:3<OT._5;0` TWIX' EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER g p
(360004i mvl C:,pNC}' S1: :6Vd"15.0^I G,S'; .0"f16.v`)b.Q' 8 5" 4i0.6:o,35:5•fti:P's:0"Y y:o'� 7,0 FAAN OR EQUAL TO SHUTTER SPAN.
..,Oa._ifi,C"+.1.1.➢'%S:tl"'7.0''SQ➢"11S''GS'r.1.5': Sc0" IQ.O lq 0'! 5A` "t 4.0" 7:0"' 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE.
-S:S."'.3A.".'.4.0" �8.0" I&0'. 5.4'� i_ J,6" 70^. Py y•�� s g
100.1➢:a".I 5'"'- a:o"'•7 D s0'0" S.Q" 4'.0" 7.0' 10:0" SA"' /'4,0"' 7i0' 4. EXIST'1NG STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE ^•'
Nhi'EDGE'DISTAIiCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER
E '/+•:ti.LU.-P.DN(T.5DL7D"6ET ..i....... - .. _.. ., ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE
ANCt10RYJ/'7j8•.G116Ep:S C1-: C2..1 C3'•'':C4: ..CS 'G3: G2 C3` U. 'CS•• Cl U ,CJ Ci CS. CONNECTION TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF .Sw.r•, `'
s)4-20' S MACHtNE SCJtLnY �3 )6�0"26.6.'14.0^!1E:0`1G.Ir I610`16.0'13:5"] 0"2G':0"lb'.0,"-11:0"7.0" 3 r:0_16;Q" CONNECTION TYPE,
-}
R i3400yrot.MUJ'taNC) •53 1G:D^�7b.0"1]:S!:ib.➢"7b.0'1G.D"L<,SY•�8,5" ].S^I6.D?TE.G"8:S"?`5�+"j•8.5'#L2D" S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE �
iG0 6:0"LO.SY,;1E,0"lox IS,D"11:0".•7;6.". T1,0"tG;Q'IB.O" 85"'5.5" 9 y`_-'IAzv ONLY.
➢0' 16U0"'15.0 :t4,0"1&6" 'S.'0"?.b:0"'3 i0"13.0"16A" 8.5"'.5.5` 9,5`.12.4'
6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
in.Sfi3O^,•0:5".5,5"'m➢.r .11D".t6,D".a.5". .5". .9S" IZ:Li'16,D". 6,S".6'.5' .4.5".J2.0"
., IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.EMBEDMENT
,sJ4''Pp1YER,S'SS;pli06•Si$ :•bS/8' UH;EGGF.D .NJC@ LENGTHS SHALL 0E AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
- .•'.{-0• T� :Ct: C2• C3':.'C+t `CS "C1' .C2: 1' ' 1 �C fa' C.5:
FINISHES.
IY/•J..3,55 BOG.RND' L ::.GF C �C2 l ^• �.
I'em4ao(3dQQ;a°HI)S •4 1&01:16:0".1'4;0`!1'6iG"IG.IY .&O 1410"'W0" '8:0y 12.5° 7, WHERE'EXIS1INt`i'5TRUCTWA67§:W00'J.F NG,WDD,O FRFiNtIZG C'Okpli'TOtiS I�' ��•`' f
GRNCj :63 i60 i260"'W11<iq'i6:0":160 :9y5' 6;4' 10;q."•i&0•)f5" 8_A•':_4,0 .7:0"'8:0"' VARY.•FS LD VERIFY THAT FASTEt"cRS AREO•.ADEQUATE W007.FPAPIIhG SI ,^I��
._._ 5
:7.5" 12.0".SG.D"L7.5`.'7.5^ �S,Q" ws,1.1.5`i1;Y'6.Cs4 i3O'.7.W 1 0". I'SEINSER NG1:W,YW0.00:FASTENINC•TO PLY3N000:1,.'ACCEPTABLE OhLYi R 1..
2. SIDE¢O�(JAE.P1ECf5. f I 4
16.D"'I0.0" 10:5's'161Y'22 9'6IF 44" Y.5'' 9. .)l:S! 6,0" 4.0. 7,D"' B:0"' ..
.� !0 :11.5".'6,d"E.4:0" 7,4".7l.0 I1S'6.0" 40"i'7:p'! •8.0"SY.5" 6.Ou.6:0" TO"' 0:'0" B. WHERFtAG5CREW5 FASFL'N`70'NARROW'FAC.OF S1i�D FRAMING FJLS?E(011 1j
3•lJ2 Hl 60SI,B D76�'Yutt:' 'SNAlfr SE LOiAT;1:D•IN'CcNTcR'OF NOi•11NAL 2'Yaa:((M1N,'lY0^.JSLrU0.'// 3' ` ,Cf
'y 1/4'POWERS SS DROP-IN " EDGE.DISTANCE IS qC EPTABLE FOR�.WOOD:FRA.'M(l�i,,1 `SC2"EWS.SHALL !
1V 20.55 BOLT AND Ci.} C. I'C3 7''C4 rCST�t1TC1 'Cl'T C4 i C5� CL 1" Y3 I"G4: CS' HAVE PHILLIPS PAN HtAb OR HE7CHEAD)"
't"kMB6D(3000ps1 MIN A]` :Gytl")i}iy4"15:0".16:0"716:0^Tb: .la: 9;4" /3i5":
....45...._.. f,�
CONC) S]':1!6,0"16:D•10.5i115:Mn 6:C'1L.D'ID,Q' B:S" 10,y;S"]6_„0'12.tl` 4;0'' 4A' 7,5' D:5_' 9, MACHIl1E•5 YS'SHh�G HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN f
�Rpa !'
.ti _.�. _._ BASE: 'b .F 0'HA y P
! {IiCt{ R N HA E.EITHER A AN HEAD,TRUSS HEAD,OR WAFER t ,f •
b2 13:0'I�II-xFi iFi;l liiUo- N,C' .-ry To. t2;0".42:0'' 6:0"•s.4'..•?.5"' &:` HEAD SIttiEWAU{'I301T)..U.?D:N. 5
'� 90' 18:0'! �.5" To0" 1t:0".t16;0'12:5". 6:$ .4;5 r. E.0" •9:5"..t2.0'.! b'A. r4.4 'T:'S' :8.5" I p
!'
1 Q DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
� 1D0 Z:0". 6:6" 470" �7,5",•'&S"'12.Y 6':0" a.0"!7," '0.5"'12:4` G.0°' i;0"'T.SC �0,5"' �s.�y�i27p
y '' 3"Mid ESAiE.DISIAN, s DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, $ Iq r3I �.(?
�12 SMS WJ 2"EYEWALL,_ �'iy�1 C -'f3-j.C4 :CS .Cl T�Et* CX. C4: CS. Cl I'= 'C3. CA-1 CS NUT OR WASHER WINGNUT'. R7Ptr,�e7tWMLttNUR70Pi'
ARMOR INSERT W/Z'ENPBO A3 .76.0,Y6.4.SS, IA:O^!16.0'16:v I,�:4•'_2:S' IO, "3�b:0'16iQ" 9.4`, 4.S".¢S",43:5^ 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED]N ANCHOR SCHEDULE.
(2000ps1 MIN CONC) .�- .....«..._,.-...... .,.._.____......_..__.....,.._._. �5'2.�39
57 I5.C"i t6.Q"B.S"?t1.0"'I5:0":5:0'•t't'aS S.S,&0'.' )b:0'.'1a,0' Mb '9;5" 'S:5'�IQ,O'
12, WHEN`ATtCHORING TO HOLLCJWBLDCN,SOS DRILLS SHOULD NOT BE USED TO 'solo 9:C" "4:5' 6.5 J�YA'34.it'.Y;�,' 3:Sy`,' 6,5" I0.0` •DRILL:INTO'NOLLAWiII;OOf;1/OR$HOULD IMPACT DRILLS BE USED TO INSTALL
B=1- `�� 70• 1'.4 u.p_•�6:0•I:0.0':16:a"I4'.5`7,x'"4:Q^ ;6:0"110.5'.'Sa:`7,6"'3:S' 5.3' I4,0" .CONCREtESCAEWS TO HOLLDW:BLOCK: °-D•47'-
// __ SDO ti R�!7,0". S S."z''S 510:0"1�:0':Z_0",],l,. 5.,5". SQA"14:6' 7,a" l.5'."5Ar t4A" - _
i12 SMS W/2.)5•EYEWALL ,,13_Sb,O'115,0: 10.0":3Q:0,•16:0 14.0^�10:tl"10_0`1i0.".I.6.0 16,0'ISI.S". 6„Q�i 9,S' 18A
ARMOR INSERT W12.5" .u. Sb,O'.,;.2b�0,;:I2:0,"Ti�6,.4":;16.4u Ld:6"„i,S.O":7:5" L1.0�16.G'16,Q".r'9;0",. SA_,:.Ga" SSA'
F EMBED(201iQyit HW.CONC) fit i*C I11 5• b 8" '9,5'T.1fi:0"T6 Q 1 4 a" S Q t d 0
•i• %.''*. 70 16 D"ib0,'i8tl 'ii5 !'00 160:96 i5_ 74,4']60 94�b.D 80 ilL
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