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Property Information Building Information
Owner: Capoldo Wind Zone: 160 MPH.
Address: 6061 Alexandria Cir € Exposure Category: B
Ft Pierce,Fl 34982 Minimum Building Dimension: 30 ft.
Mean Roof Height: 15 ft.
Risk Category: II
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Design Pressure Calculations
Opening Location Device Device Device Max Positive Max Negative
Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf)
1 End 74 96 7 29.1 -36.8
_.....__ 11 . 1.....1
2 Int 116 84 7 28.4 31.2
. ...._ _1111 __...
3 Int 53 37 7 31.834.6
........... __..................._....... . ......... . ............ ................ ..... ...... .. ..... ...... ............ ......... ........_ ......... . ..._....... .. _.111.1.. . .....1111.. .............
4 Int 72 80 7 29.6 -32.3
_ ................... ._ ._..... ...1 .. ...1.......1....1 .. .. ....... ........... _ ......._. .........
5 Int 96 80 7 28.9 -31.7
..... ..1111... .1111 ......... . .. ........... 1 111_................ ........_ . ......... .......... ......... .......... . - _1111............ ...
6 End Ill 63 7 29.1 -36.8
.. .. .... ....... .. ........ ............. .._........ _1..1_.. ._1.1. __._._._.. _.......... _.__ __. - ......... _..
7 End 26.5 51 7 32.5 -43.5
_.. .. . ---.. ._....._. ....1111.. ._.... ......... ... ...._.... . ........._ .....1111. _................ . ......... ...__.___.. --.__ . ._....__
8 Int 26.5 51 7 32.5 -35.2
._..__.._. ....1.111. ...... ._....... ......... ......... .. ......... ........... .
9 Int 19 38 7 32.5 35.2
.. . ._....... .. ....111.1 .1.111...... __..... ...._ ........ ........ ... ...._.. ...___... ..... .__.. ....._-......
......_...
10 Int 36 38 7 32.5 -35.2
.................................__...................._..............................................................................................................................................................................................---............................................... .............._.............._.......................................................................---..............................................................................---..............._
11 Int 53 63 7 30.7 -33.5
Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code.
Page 1 of 1
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'Product Approval
USER:
>Appli[ation Detail
FL
.... App'icaticn lype Re.,.Qlc...
Looe Version
App€--ation S atUs AIT^ `f—..
comm- encs
Archived
Proac,_-s`Ianufa-rurer ;,1,2rr dCGa lf�'^C"F5?r?5 3
Address/Phon?/Email 400 West McNah Road
Ft. Lauderdale FL 33309
{954)493-&551
tort•.; tc-alum.com
Authorized Sionature Frank Bennarde
- f-ank e�er:cerp.com
T ecnntical Representative Thomas B.3ohnstDn
Address/Phone/Emal! 400 Iver McNah Rd.
Ft-Lauderdale, FL 33309
1'954)970-9999
to este-alum.com
Quality Assurance Representative
Address/Phone/Email ~
Ca2gorj ska; -s -
Suocateoory
- j�BG tOr `a
Coml�!lance Method _va!uation.Rez? .t from a Flo!ida Peals' Architect or a Lice::^.s=_d
Florida Professional =ngine=_r.
4_ EValuatior,Report-Hardcopy Received
.. Frt�Tidc`E'i lnee'6rP.TChftEc N27112-t:-.h-p-------'anrt.Berl"t"2rdb;P:E-_�
deveipped.the.Evaluation Reaflrt
Florida License PE-0046549
.` r _ ..� _. tett._-_ �-'.i ^h _ a a -7—.
uaut H_sd.a�c_ �itit --- € �bmi` _c -d -&1 nage emit;t.r:s-leu. — --- --- ----- —
Quality Assurance Contract Expiratior=Date 12,13 1/2 0 16 .
Validated By ORLANDO L.'BLANCO;P.E.
Validation Checklist- Hardcopy Received
Certificate of indeaendence :
Referenced Standard and Year of Stanoa-d)
Standard Year
ASTM-i EISS6 2006
ASTPi E?996 2005
ASTM E330 2052
bttp: _app dr1.aspx1Karam=«GES% QV,,tDqv ;k.7%H_\-.iuov b.-. 4=1=' �2Ci 16
Nwida Building Code Online PaC7e 2 of 3
TAS 241 1994
TAS 242 1994
TPS 20_ 1994
En=f.,aclence of Product Stanta is
Ce-.`led By Flt:-lva Ucense�:..„lemona! _ :utter C.Arch;-eCt
Se__io's fro:^:the C^re
Date Slubmit:ed- 0-4/21/2015
Date Vaiida:ed 44/2°/24_5
Da__ Pen6ric. FBC Aopr.,•al 45/06/201_5
Date APnroved 06/22-12015
...._......._._ ... ........11........... _.. .
:Summary of Products
'sFL T � ,Model,Number ar Name jDescription
1 7Iio.8 Accordion S;;ut.er1Large Missile irrpac:Resistant Accordion Shutter SZs:em}i
Limits of Use Installation Instructions
Approved for-use in HVHZ: Yes ?E i :
Approved for use outside.HVHZ.•Yes Ve +_d By: Frank L..B ra dc, P.E. PEv0=65-9
Impact Resistant:YesCreated by indeDenden Third Part}: Yes
Design Pressure: WA ;;Evaluation Reports
I'Other:Se_instal;aion dra,r`n^s aito;,•ab`e
��m
va:ty`}"3re$SUrG' e'')iTa ons and.acd'tt:ono: limiiat3onS f i Created 1 Snd oenden�-Thd P--r- :YES
s j
i
Q
use. i
lrnDat:Y2 sfst F 4 rdi7r ti __.cYc�cm .
Limits of Use " Installation Instructions
j.Approved for use in HVHZ.Yes
Approved for use outside HVHZ:Yes Veri ied By: Frank L B_n,_:oo, P.E.PE04-;6549
{ ed ane t d P^ t
Impact Resistant:.Yes � Creat_.,by Ind_�_r:dent Thin;.or`y: Yes f
Design Pressure:Kll/AEvaluation Reports
Other:See installation draMngs for zlic'r;aoie (( Created
-spa't.''pressure combinations and additional ii;^:ii:at on_o ,C+tai d by'Indepr_nden.Tn',d Pa,w:Yes
- i
23757.3 E.A. Essential facilities Accordion liAiuminum accordion shutter approved LIP to misci:e leve;f
E`'for use with essential facilities and reins zone 4 f`
;applications. i
Limits of Use �Znsiallation Instructions '
Approved for use,in HVHZ: lva
Approved for use outside HVHZ:
Yes (le ifiP bv: _ �t?..BP rnarde Pc D 46.5 -
-- "Impact F2esasYant:Yes��_-�— 'Created by Independent T hrd Par y: Yes
Design Pressure 0/-128 iiEvaluation Reports
Other:See producz drawing for additional into .ion _--
P . _..�.__.._ ..i
GRGKdraQer-t�_...—.C.
C nn Lie, .R worth M!nro=_Stns rse
The 5._._e=iorica AA_c_ernpic!,,,er.Car+vr_ .2007-_ =rete S atement
nde ortc'iaw,emai:add es are pirbliz re If Y"'b7 ne :van,-yox e--naP a_- —5eieasev it s,: 't_._b p..€{..r_w^' reque _
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C -111 Ica sta.V:_ eff_ .4_O _ _ 1._..s._-Sb_ ae;j u., er rh2 J _ ,F.__m_S..v Cv n_
ed ^a- na:l aur-e__i,-they ra':e cr 7.._eraa? „at;;c�c Ma .o_._ 'G fc- `."trial fata ;h Me n-ce-"D"ever emea.a ire=zez a-e
rE_.,....$`v0...._rtar:4ish tC SUcw 4 z E50."iai c ,'`.rzs,Meas?'DrcvicE t-°.r.= '�:'re': -tri ar emcil a d'e9S:cni:^.:.31
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Product Approval ACcePtS:
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-- -- _61I ST R EA M_LI_N_E_S H_U_T_T E R W46 :
GENERAL NOTES: . FOR USE WITHIN AND OUTSIDE THE HVHZ1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING
CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICAJ E ZONE AND THE
INTERNATIONAL BUILDING CODE((BCI AND INTERNATIONAL RESIDE��(�J�1TIAL CODE(IRC).THIS SYSTEM UNLIMITED WIDTH i.a: o
MEETS MISSILE LEVEL"D"AND INCLUDES ESSENTIAL FACILITIES AS pEFINED IN ASTM E1996-09. 9 A QFa ���
SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. II -{I a
SECTION
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED'FOR USE WITH THIS SYSTEM SHALL BE I ���0X� �4
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH TF�E GOVERNING CODE.PRESSURE 'i `3
REQUIREMENTS AS DETERMINED 1N ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE TOPTRA&1��,
FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN
PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN, w="X Pi
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 281/202/203 AND ASTM E1886/E1996/E330. Q O C9
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 [�
SAFETY FACTOR. Z N $w
5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATIO FROM GLA6NG REQUIRED FOR ALL WIND W g 3 S z
ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACC PTABLE BY CODE UNLESS OPTIONAL PLAN VIEW ~u, 3 2
CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY. 3
HAVING JURISDICTION.
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN f fHE DESIGN OF THESE PRODUCTS.WIND N�m
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. n w
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS ITO USE WHEN REFERENCING THESE .+o
DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR x= a
WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7;A DIRECTIONALITY FACTOR OF Kd=0.85 N
SHALL BE USED. z
B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDEIINFORMATION FOR A SPECIFIC N N
SITE.
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 O Q TM w
61G15-23 R THE FLORIDA ADMINISTRATIVE CODE. I -, m
d 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO DI APPLIED BY LED HEREIN
AND PROVIDED THE % ��♦♦
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EIl HER FORM OR MATERIAL FROM a o n
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. I i I =o o
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL nr O z
DOCUMENTS. m<Z<
� 12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING. HURRICANE PROTECTION BOTTOM � �
OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTSIBE PREPARED SIGTNED,DATED AND TRACK
SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE ��•, Cj
DEVIATIONAS A CONDITION TO THE BUILDING OFFICIAIi GRANTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE `._�•S o 3
13. EACH SHU*ER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FOLLOWING MINIMUM TYPICAL PLAN VIEWS E s
IF��T
9 INFORMATION: TOWN&COUNTRY INDUSIT IES I
FORT LAUDERDALE FLTYPICAL ACCORDION
MISSILE LEVEL D-ASTM EIGA,E 996&E331 SHUTTER ELEVATION
S TAS 201,202&203 1
o
FLORIDA BUILDING CODE APP IRONED 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 TABLE 2:
l 15.
K.S.I.
LL•BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS
r MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RI ETS SHALL BE 1/4"0 OR 3/16"0 5052
ALUM.ALLOY.
v
NON-HVHZ ESSENTIAL ' ~ y�
16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CON (STING OF THUMBSCREW,PUSH LOCK OR
BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES Oil,i 1, s���
17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE.
18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.;USE REMOVABLE ANCHORS. SHUTTER �sA
19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MI RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS �! ,lull
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. i 5 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE
A 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE o,� V I
m 22. SHUTTER MAY BE INSTALLED WITH UP TO(21 ADDITIONAQ BLADES 0 SLACK. @@@@
23. SEALANT SHALL BE USED ON ANCHORS OR 7TRACKS WHE EVER WATER SEEPAGE IS POSSIBLE. 72" 24/4" 1-518" 2-3/8" _ 1-5/8" p
TABLE 1• 11 3-1/2" 1-718" 3-5/B" 1-718" a� 3
" TABLE 1 NOTES: 120" 4-118" 2" 4-1/4" 2" a _
I. DESIGNTPRESSURES SHOWN IN"ACCORDION 144" 4-7/8" 2" 5" 2"
ACCORDION SHUTTER d
SHUTTE��Il SPAN SCHEDULE'ABOVE ARE
> MAXIMUI4,ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: i g �P
SPAN SCHEDULE AT EACHH1 RESPECTIVE SHUTTER SPAN. 1.2. LINEAR NTERPOLATIN BETWEEN SHUTTER HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA.
POSITIVE NEGATIVE men>mrtlEuaL� xnoPl
b 2. F75ATIVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY
F�aRrc� 15-2339
SHUTTER DESIGN DESIGN SPANS I 'NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND _
SPAN PRESSURE PRESSURE BETWEEN'THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A sca�E:
s
IE-8-Fla8FDESIGN IPRESSURES FOR THF.NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PAGE DE56R1PTION,
SPAN S ALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL
72" 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8"WHEN>30'
99" 70 ABOVE GRADE,5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE
120" 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED.144" 43 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM L:uI
E1996.09.
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[p,Aryw1 pEN
PROJECTION VARIES
2.874" -7- 4.874"M ,
I! AX �! r
0.062" 0.450" °.080"
0 0.125" 11.830" 0.062" r'•
ryLl
.100' "+ 1.108" O.{{loO' I �_ 1_ 0.089" 0.063",
0:195" 1 2.820"-
GA
.820" 7 TE
0 095!L 0.060' 0,070" 0.060" w -{
io 0.062" 1.993" nr,,t� ViE f't M
0.125' i 0.630' 0.530" II r (�'�'
0.60.062" 0.630' --1'-) 0,062' t-�• °j}�}
y i J-1 A69"� 4---70.971' {0.971"1 0.143' V7lI 1fJy�7, Nb a 3
0 060" 1. 70" H 0.630"
'•0.200" -� 0. 62" `0.200• U'0 0.630" 0.06 0.062 >u14 w
.062 "I t0 u.zI .20 -� 0.062" 0.200' w4SUPPORT LEG OPTIONAL 4-1.069"4 0062" -1.069"-� W 5.745"MAX f jBUILD OUT WAL� 3 STREAMLINE CEILING TRACK a STREAMLINE WALL TRACK O HEAVY HEADER/SILL � LITE �w" SCALE,HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE SCA1E�'HALF_S I,ZE� •+p Q
WHERE SHOWN,SCREW BOSSES t`
&FELT GROVES ARE OPTIONAL �
ON ALL EXTRUSIONS m
0.874`{- 2.655" 0.875'
�1Tn k
?{ 2.195" 0.51too"I
2.145" 1.230' ` m
J 1. 29" fff 0" Y'$
' ` m
i �
WIT
� aM
Q�-4 a!
0.7 5" z.55s"1h I (7 1� t ( z.36z" a.ea Q zQ,a m
h Ewa " ( q,1g5" F I cU1.069" . 1.069" 0.075" n a t 0.075"0.105" _ 0.044"4.510' ____' � -L NOTE;TESTED THICKNESS OF sem,, <Z g
0.075"J_ ...._ „_,� DARE METAL W/O PAINT IS°.039"
0.781' I I - a.510" I- __3.506"
SILL Og SILL ADAPTER g EXTENDED SILL 1p EXTENDED SILL ADAPTOR 11 ADJUSTABLE SILL BOTTOM 13;6:8=STREAMLINE SL T/BL'ADE tQ
7 I SCALE:HALF SIZE SCACEI`HA E.SIZE---s-1 �•.j ?
h SCALE,HALF SIZE
SCALE,HALF SIZE SCALE:HALF SIZE
� SCALE,HALF SIZE I!
� I
W
R¢1eC
H"kfffWEf.Lling
0.477• 1.570" 0 510'
0.080" tl,590" 0.341" .06 O.g70"
0.143" 0.14 _,0.245-
0.095,
.245"
0.046"
1.708W"70.143* 0.060" 7r
T 0.115" 0.080 0.117"
4,753" 0.090" 0.096" 0.080'4,510" 0.080
a 0.27" 0 15-233y90.04 0.060° pp
0.682" 630Ugy�C3Br�gE}F
.693'Ty DOPE
CAM
NOTE:THICKNESS OF BARE ' 2.822" �--3.625"---� 0.420" SAIF
B METAL W/O PAINT tS 0.039" I> PAdE oesttuPrloM
�g 6.8 STREAMLINE STACK 16 R 1US CEILING HEADER/SILL 1? 6:8:§f'9tTER �g WALL SILL CLIP 1S8 WALL SILL
SCALE:HALF SIZE SC LE,HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE I.,
} I
i _
{
t
i
{
FaQu��.N}/ori
i `IPj['t.'�Y
• qi
0.125" 0.610" ST INLESS STEEL X280^ W. NYLON
ALUMINYLONWASHER-OR�' 4 0" ALUMIHVM0.357"'(- ASSEMBLY 0. 50".320"0 HOLE 0.276"! voi'�' " z o0 x 2-314"41p HT S.S.NYI'ON -+ ? mREW W/TC ULTRACOTE U�-,
U0 591"O.B8O' I WHEEL u O 0.120"o N 0.05(7' ATtNGr1.100"-1 F0.24O" lP TOP&BOTTOM)BUSHING W/WASHER: , oTYP.ATE ERY OTHER 0.750" 7(16"0 x 1/2"{gi INTERIOR JOINT TOP 37" 2G/2 �U
I-- 5'MAX. INSIDE JO NT AT TOP p'B7O" 7116"0 x 1'0 INTERIOR JOINT BOTTOM 1 11{2 n:
�, CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR _ >V W
'
HOUSING-ZINC DICAST,POWDER COATED d 19 6
19 SCALE HALF SIZE ZZ R LER IASSEMBLY y,} BUSHING ASSEMBLY DETAIL yg BOX CENTER INSERT [)Q Y no§�W o
SCALE. ALF SIZ�E'�-' NOTE: MAY BE KEY OPERATED OUTSIDE SCALE,HALF SIZE SCALES HALF SIZE Z}u(J
OR KEY/THUMB TURN OPERATED INSIDE. W
HO.250" 23 BR'X§NiL1SFfZ QGK � NCS ;
j � SCALE.HAL_SIZESIZE -""`�2 p w
RO.155" 2.125"
.000" 0.236" 1.742 0,286" 1.603"
R0.500" 0.500` 1.710` 1.224" Q.267"
0.623"
o I I 0.790" 0.090" 0.319" m + 0.531" 0.531' ro M
m
� ' M
;0.064" I � ^ 0.28 ° �60I009 0^, 'b � o0.250" ( jo 0.607" 0.607"18"' l i 0.224" 0.239" �-• K
` Fn
0.060" i 0.496" vO1j n m m n a '_4 p M
_ I! 0.240" '� •��/�.5�4 ri
2.750"� 2.000" i 1.758"----{ I � 1, 1 1. �„ Iii ab
27 RAINGUARD g DEC0RAT3VPFL00R TRACK. 3.476". +t-- ; 1 0.240" Zm< Q{
CALE:HALF SIZE �SCALE.HALF SIZE"`""' L:,;, 0.160" 1"'1",
"'1" 0.062" 0.062" 0.222"-1 I- �0 062• 0.176"
I 30-UNtMATEEOGK-- 31 MALE BOX CENTER 3y
FEMALE BOX CENTER
.jSCALEi HALF-SIZE 0 SCALE:HALF SIZE O SCALE:HALF SIZE S u!o
-II-0.062" ! a g 5
i�os p�
5.500"x 13/16"WIDE aIC"
' 7116-0 STAINLESS
a ,� 167" STEEL NUT
ry L i �.Q,
15/26-0
n 0.125" T ^ty'�"r"-, 0tl" 0.438"
.i FCD
0.188" 5/16-18x1 MACHINE SCREW .-.i�,a
L.. TYP. 1 INTERNAL STAINLESS STEEL t N 0.121" Q ¢6g
1 (..-..-fo, g9" POWDER COATED,ZINC DIE-CAST THREAD M��u u a JE
4.500" �� HEAD STYLE VARIES 1.050"�
1 I
H ^' SECTION A T LOGKADAP--TER T-SCREW INSERT 38 THUMB SCREW
DE TA MODEL 2022 36 ,, 37 o 0.254" 40a 40b 40c 5'
g IND STRIAL SYSTEMS ,..:.(OPTIONAL}_ _ : SCALE:FULL SIZE SCALE:FULL SIZE
35 BOX LOCK SCALE HALF SIZE 10.319 EN STRIP 1"
m SCALE:HALF SIZE f-2.000"--f 2" & 3" EXT
e
}--1.625"-} }---1.500"-� -1 tp•125"SCALES HALF SIZE a
"I� 0,125" ^
0.050" 1
- 0A93" i .g#R
0.17.5"
y j O.OBS" o
0.125" WP1R4lRfR4i:LUNNiQOPF.
h g 0.093" 15-2339
0.250- 0.085" :•'i _
SCALF:
PAGE DESCRIPTIGNt
5 1 L
7.000^ 1 .09 " ANGLE rill20ALMU-1 RP, 5x3x0 ' " "
3g 2X7 ANGLE SCAHALF S17ESCALE:HALF SIZE SCALE.HALF SIZE
F SCALE,HALF SIZE
� I
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� �bi1111 JMAq%D,P.E.
ANY ANCHOR PER ANCHOR DIST
SCHEDULE @ IB"O.C. EXISTING EDGE
DIST.
GLAZING, ����
n SEE END STRIP
SCHEDULE FORM
LEG D RECITON EMBED "+ SPAN WHEN USI _
EMBED. 17 (INTERIOR) I •ANGLE P� "
II II 4 20,40a,40b OR c,
' GGGG r 1/4" OR 6.8 STARTER TA glG m .�
c ' 17 Po 17 MAX. WITH 21 OR 25. O: 1ba (`IV
MIN.0,062"THICK 6063-TG ALUM. `ads
EDG 30 ANGLE 1"x 1"MIN.TO 2"x 5"MAX. 21 25
DIST. (ANGLE LEG MAY BE REVERSED)
FASTEN ANGLE TO TRACK W/ D'
B M.
ANY ANCHOR PERANCHOR (2)#10x1"SCREWS AT ) LLµl€a
-SCHEDULE.@ 18"O.C.` CORNER,TOP&BOTTOM;AND U1 Q l7
13 13 13 k. ATTACH TO 6.8 STARTER W/ Y 00 2 8
13 #12 x 1/2"GALVANIZED OR S.S.SMS, #12 x 1/2"GALVANIZED OR Z W�Wi11 w
30 S.S.SMS,3/16"0 ALUM.POP N O
l 6.80"(TYP.) I 3/16"0 ALUM.POP RIVET,OR 1/4-20 •+-1 3 w
RIVET OR]/4-ZO MACHINE W w ?� m
USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ IB"D.C. ALTERNATE END STRIP DETAIL DOLT�NUT @ 18"O.C. 3 w
(EXTERIOR) 5116-1e T�iUMB SCREW INTO THREADED WITH 6.8 STARTER AND ANGLE In u 3 y
INSERT 37 AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=1'_0" ANY TRACK W/ _0 w
FROM BO OM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES. Dy p
g TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO /
SCALE,3"=T-0" I 1"HEIGHT. SF SPAN
1'BIO(2.71 62 1081,
® 82 icoll
94" Im
SR USE(1)BRASS PUSH LOCK 2 80"
OR(1)5/16-18 THUMB 2 75^
SCREW Ip�O THREADED LOCKING DETAILS FOR 2"BIO(3.7') 62 _95" SEE END STRIP
INSERT 1371 AT 1/3 SPAN 'CENTER MATES 72 88 N y
TO 2/3 AN FROM SHOWN ON RANDOM 62 8' SCHEDULE FOR MAX,
BOTTOM OF SHUTTER. r n SPAN WHEN USING �..3
d gqECEIVING HOLE SHALL BE 30 DETAILS 3"BID(4.7") _ 62 86"
1. 1/4".WIDTH,UP-L 13 ® 72 74 g 20,40a,40b OR 40c, r m
30 3 r 1/4" OR 6.6 STARTER a
AIT.11"010 62 110' y
72 41� - MAX. WITH 21 OR 25. o:S ge 0
za 1121"- 40 40 USE APPROPRIATE O_m
32STARTER STRIP TO c
1.5"x31, 45 93" 40 20 PROVIDE CLOSURE 1O Lr 0
L 13 x0.093" 52 87" FOR57 83"
u 3 O 60 81^ BUILDING CONDITIONS.
3�
G
8 FASTEN STARTER STRIP E o S
E
I (INSIDE) 7 3a_ TO TRACK W/(2)810x1" v
SCREWS AT CORNER,TOP N
2"z3" 45 139"
x0.125' 62 129' ALTERNATE END STRIP DETAIL &BOTTOM. o
1360 120"
FRRi67 23 SCALE.3"=T-0" ANY TRACK W/SCREW •c
w P I z6 64 116BOSSES,
F r 70 111"
Z f5 77_09-
17
p SILL £°1a
FOR GREATER SPAIIS OR LOADS THAN
I W SHOWN IN END STRIP SCHEDULE,END
a IN- 0 I FINDSTRSP NUSIREANY ANCHOR CLIP ON
ANGLE EXISTING GLASS O a
in NIO SPAN USING AIN ANCHOR ON THE -
w, C) 13 IN
SCREW OR 1/4-10 BOLT TO END STRIP. gg I
v I USE(11 BRASS PUSH LOCK 30 y w USE 11)BRASS PUSH LOCK 4 yf sa
4F-' OR(1)5/16-18 THUMB (INSIDE) gf
OR(1)5/16-18 THUMB SCREW I O THREADED B
N SCRE�y I 0 THREADED 30 13 d r INSERT 37 AT 1/3 SPAN SILL
INSERT ] AT 1/3 SPAN z TO 2/3 AN FROM 1 r
TO 2/3 S'P'AN FROM E Pi a BOTTOM OF SHUTTER L i a
BOTTOM OF SHUTTER. OUTSIDE
RECEIVING HOLE SHALL BE ( ) Cy
3/B"MAX WIDTH,UP T R� 3
1"HEIGHT. ) 3
OTYPICAL OUTSIDE CORNER CLOSURE IJI
DETAILS WO/CORNER POST ) — — ———— —— 5
CC1
NTS \ 13 30 cuPlRrartrRucc L.IEh1VRW PF.
13 \ 31 215 13 23 (OUTSIDE) 15-2339
`SILL USE(t)BOX LOCK AT 1/3 SCALEt
c SPAN TO 2/3 SPAN FROM PAGE OlSCRIPTION•
n BOTTOM OF SHUTTER
TYPICAL INSIDE CORNER CLOSURE F
CC2 DETAILS WO/CORNER POST MULTIPLE SHUTTER ASSEMBLY �1 X99
6 NTS ;e SCALE.3"
I ttlXi SS - ('Z--u.Iffl..'
I -
I
I
Cl CONNECTION
AN HOR EXISTING HOST
SCHEDULE FOR MAX—--STRUCTUR
SPACING 2 ,•�j ,1 I CJ<-
` MAY-
Cl CONNJOAR
1/4-20 MACHINE BOLT =
REFERENI/2" W/NUT @ 12"O.C.OR =
SCHEDUL ® 014 SMS @ 6"O.C.
A.
/ Z SPACINGI/2" (TYP.TOP&BOTTOM) Z,oL• TA nF m z
2 FASTENERS ALUM. TUBE �1O• Jlty
EACH ANGLE 6063-T6 ALLOY Ell
SEE TABLE A FOR SIZE. (�R 66OR1x 2 x 1/B" I �� ALTERNATE THRU BI�JO OR 2"x 2"x 1/B" ' p ;U {nr C1 CONNECTION TYPE ` W jF ANCHORMN GLA55 r�n11 2ALUM.ANGLE SCHEDULEEFOR MAXSEPARATION 13 m y LJ Q w St Z 4dTHREE 3/16"0 ALUM. ° 13' 1" IUl
SPACINGPER TABLE 2 F Q Ln W Z L°1 Ogc w°
POP RIVETS OR r. GLASS = Q m WTHREE 012 SMS,TYP. ° 17 I OR DOOR K IA tA< 3' S
17 RIVET ORLUM.Po�012 SMS
I A <=¢r NW�> ,
6 TABLEA(co) Cd11B"O.I.(TYP.) \ti�- �/ (�RNq��� sD oR E2
�°
PRESSURE VS ALLOWABLE LENGTH _—_ ," rel O 2
MAY USE MALE OR i w r m
2°x2°xl/8" 3k3k1//B' l7 ut
� PSF No BJO No Wb FEMALE LOCK-SLAT
6z 130' 188" 13 ALTERNATE THRU BOLT . 1 1/4"MAX.FROM PIN m
CS CONNECTION TYPE
72 Iza" 179" CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR I-: -1 WASHER ITYP)INGm va g
r SCHEDULE FOR MAX. 19 8
u 82 Il9" 171" NTS SCHEDULE FOR MAX. I
d 91 114' 165" SPACING
1,14x3/4"SMS @ 9"O.C. F-d o
102 110" 160" ANGLE TO TUBE CONNECTION m R
120 109' 19)' �s e 0.
159 TABLE B CC4 EXISTING HOST
2"62"6x 125" pb
9r 131• ( ) EMBED. 60 -T ALUM.TUBE te
200 BB' 114' PRESSURE VS ALLOWABLE LENGTH STRUCTURE 5 CONNECTION TYPE O v
2'.2•x1'8' 3-.3'418• EDGE DISTANCE REFERENCE ANCHOR <
PSF WRK 010 WITH 8/0 SCHEDULE FOR MAX. ------�� a
I SPACING E
�v':� 1i
62 113' 166" 6 j
FASTENER @ 18"O.C. c g
)z tar ISr (USE ANY ANCHOR SHOWN Cb ALTERNATE BUILD OUT MOUNT SECTION a
82 101" 14r IN ANCHOR SCHEDULE). SCALE.3"=1'-0" m
5 - 192 95° 139'
R 11oz 9o" 132• CCO, o
120 63' 122' L '
1150 79' 1 109' �
LLL X11,
w
200 1 164' 1 74' w
F--JM
3/16 RIVET OR 012 SMS 090"6063-T6 13 �_ X w O
MN.GLASS p N ■
@ iB"O.C. OR 1/4-2 17 ALUM.TUBE TYP. m EPARATIDN x Z •-' _
NUT&BOLT(TYP.1. 3/16"0 ALUM.POP PER ABLE m o 1n e
ALUM. TUBE RIVET OR 012 SMS CCCIII F GLASS X pzm ge
6063-T6 ALLOY @ te"O.C.ITYP.I E�6 OR DOOR O a H-
SEE TABLE B FOR SIZE. 2"x 5"x 1/e" '" v N
2 FASTENERS x CONTINUOUS -
EACH ANGLE ALUMINUM ANGLE 0 51 1
m 1"x 2"X.093"6063-T6 OPTIONAL ANGLE INSIDE
THREE 3/16"0 ALUM. 3 16 of
ALUM.ANGLE,TYP. ORIENTATION TYP. - ggg
0 POP RIVETS OR 17 17 0 66 �
17 THREE 4112 SMS,TYP. E g�'gIf
1.,x 2"x 1/B"I w e
g 44
\ 13 ARUM.ANGLE/B ED REFERENCE
USE MALE OR FEMALE SCHEDULE FOR MAX. hem e .R ®8
LOCK-SLAT SPACING 0CFYRPR9FRWLBElfW=PE.
EXISTING CONCRETE,
E t3 13 BLOCK OR WOOD FRAMING 15-2339
-
OUTSIDE EE INSIDE SILL MOUNT SECTION PAGE DESCRIPT10R1
EE 91,12 x 1/2"GALVANIZED SCALE 3"=1'-0"
,y OR S.S.SMS,3/16"0 ALUM. or
CC4 TYPICAL CORNER CLOSURE DETAILS POP RIVET,oR 1/4-zo SIDE CLOSURE OPTIONS
NTS MACHINE BOLT&NUT SCALE.3"=l'-0"
@ 16--
I
8"I
I
I
i
i
I 1ugp,P.E.
C5 CONNECTION TYPE
�4
w � REFERENCE ANCHOR EXISTING
o-I SCHEDULE FOR MAX. STRUCTURE
m o 0: SPACING •O4F�•�// �' ••+ 'S
GLASS ¢o w^ GLASS w C1 CONNECTION TYPE 5"MAX.
1/4-20 MACHINE BOLT I
OR DOOR F u u} OR DOOR w w u REFERENCE ANCHOR W/NUT(0 12"O.C.OR :
F,u m F• r w O SCHEDULE FOR MAX. 19 #14 SMS @ 6"O.C.
Q Z•- r IA m SPACING
13 x w Q`- MN 13 7= 2 j /2" (TYP.TOP&BOTTOM) z
MN In vai.w.I f GLASS N I. Z u m /2" •' T Oofn (�
1/4"-20 THRU BOLT W/ GLASS X m EPARATI u_ Q O•' ,�
EPARATI Q= Q #14 x 1/2"SMS(ol 12"O,C, Z■Z r w _
LOCK NU7(ul 12"O.C.OR' >=r F r OR 3/16"H ALUM.POP TABLE 2 Q m Q m v~i 5 OR 6 OR
12 x 1/2"SMS(Al 12"O.C.E.S. PER
OR 3/16"0 ALUM.POP TABLE2 Z RIVETS(al 6"O.C. OR 1/4"H S m w a 80R�6 J �//, \ `„U
RIVETS(al 6"O.C. E.S. \ x ALUM.POP RIVETS(A 12"O.C. Q S
R 1/4"0 ALUM.POP RIVETS / N 11 AND 3 w Ilu(rjn•X W
[nl 12"O.C.E.S,
/ 1/4"MAX.FROM PIN ASSEMBLOY 1/4"MAX.FROM PIN MN.GLASS w j j jO^ Q o O
SEPARATION U;X{
1/2"TYP• GUIDE TO US ING PER TABLE 2 13 Ir-iA x O" aL.m w
Q9 AND OO GUIDE TO BUSHING W WASHER(TYP.I ,_In W w Z N O 4 z
ASSEMBLY WASHER(TYP.) x Z u-' W W i_I� O m
GLASS
1pr-1/ 1/2" 1/2"TYP. EXISTING CONCRETE, w 3 CONNECTION TYPE OR DOOR—� X Z a Z tQ- N 3 J
6q d BLOCK OR WOOD FRAMING
m EDGE REFERENCE ANCHOR Q Q K'^ ><
a W / SCHEDULE FOR MAX. a(L w V
4 CONNECTION TYPE GIST. s In
REFERENCE ANCHOR SPACING u IA .-�Cl
D SGE SCHEDULE FOR MAX. Q a
SPACING AS SHOWN
3 CONNECTION TYPE IN DIAGRAM ON PG.9 w In~
m REFERENCE ANCHOR EXISTING CONCRETE, w o k
6 fiR G
SCHEDULE FOR MAX. SC
SPACING.ALT.FASTENER I BLOCK OR WOOD FRAMING 1/4"MAXFROM PIN �LOCATION.FRONT AND C7 CONNECTION TYPE GUIDE TO BUSHING
REFERENCE ANCHOR ' WASHER(TYP.)MAX.FROM BACK ANCHORS NOT REQ'D INSIDE MOUNT SECTION SCHEDULE FOR MAX.PIN GUIDE TO WITH THIS LOCATION I SCALE:3"m 1'-0" SPACING CONNECTION TYPEITYP{)BUSHING WASHER O INSIDE MOUNT SECTION FERENCE ANCHOR N rn <
SCALE 3"=1'-0" SCHEDULEXISTING CONCRETE, Sp
NG HEDULE FOR MAX. > v O M
BLOCK OR WOOD FRAMI EMBED. O Zm&¢a!
rte/ CQ BUILD OUT MOUNT SECTION C , u<
TYP.BOTTOM EXISTING CONCRETE, SCALE:3"=1'-0" V.�11 tO f
8 II BLOCK OR WOOD FRAMING
4 EOG IST� EXISTING a c S
m NOTE:FOR DETAILS A,B,0,AND E ON THIS SHEET, 4 CONNECTION TYPE STRUCTURE- m fi
THE BASE TRACK MAY BE INSTALLED IN SECTIONS EMBED. "-'"-5,CONNECTION TYPE
WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS o REFERENCE ANCHOR
e A MINIMUM OF TWO SETS OF ANCHORS AND IS A' "' SCHEDULE FOR MAX. `REFERENCE ANCHOR d
` MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK W E SPACING SCHEDULE FOR MAX.
USED WITH THE BASE TRACK MUST BE CONTINUOUS SPACING
OVER THE GAPS BETWEEN SECTIONS. 3 16 1/2 n.,RO
cc
v
R
>' GLASS w Fr-j w 0 ¢
OR DOOR MR F' x
GLASS 13 r xw' rwac-� .4•'
m w
012 x 1/2"SMS Col 12" EPARATI W x� w w I-u o a S id
2 W w F� O.C.OR 3/16"H ALUM. PER vxi O N �pI r In=o
g rN»p� POP RIVETS @6"0.C. TABLE2 X aZIQ- GLASS OR+C MN GLA 13 ]=M=J Q I�g a
r, x x Zu 3�st�� §
13 7 N w w OR 1/4"H ALUM,PDP Q o Q DOOR— IA r O N m
N MN GLASS SF Zvm RIVETS(A112"O.C• E wN PER 7ABLE2 XZ-0Z I,- ,• yif �
m SEPARATION N Z Z< u '.x< o St YS�& 9
e PER TABLE 2 X w x p7 AND OB -J 0 m n
1/4-20 S.S.MACHINE Q O Q 1/4"MAX.FROM PIN
@ IA 1/2" GUIDE TO BUSHING ¢
SCREW L NUT F ULA ASSEMBLY Q@
12"O.C. u 1/2" TYP. WASHER(TYP•)
_ GLASS w o 1/4"MAX.FROM PIN a
OR DOOR 1/4"MAX'.FROM PIN m w o
X 4 CONNECTION TYPE 1/2" WASHER(TYPHINGa E+ e
Q GUIDE TOIB USHING ` y
iv E WASHER(TYP.1 EDGE REFERENCE ANCHOR R 8 H
a 5 6, EXISTING!CONCRETE, DIST. SCHEDULE FOR MAX. -__,___"- -•�, � COattugttia4u(LeOOWIoo PE.
r PI BLOCK OR WOOD SPACING AS SHOWN 2-CONNECTION TYPE
FRAMING! EXISTING CONCRETE, 4rCONNECTION TYPE IN DIAGRAM ON PG.9 LL -ERENCE ANCHOR 15-2339
OR BLOCK OR WOOD FRAMING `REFERENCE-ANCHOR SCHEDULE FOR MAX. SCALE:
- "x 3"x 1/
4"CONT. 3 CONNECTION TYPE #12 x 1/2"SMS @ 12" SCHEDULE FOR MAX. SPACING PAGE DESCR:PnoNI
E
063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE,
LOCATION.FRONT AND
�c S O REVERSED SCHEDULE FOR MAX. POP RIVETS(Al 6"O.C. BACK ANCHORS NOT REQ'D BLOCK OR WOOD FRAMING
;T S SHOWN DASHED) SPACING S9
OR 1/4"H ALUM.POP WITH THIS LOCATION
RIVETS 12"O.C.
O WALL MOUNT SECTION @ O CEILING %ij.NSIDEaMOUNT SECTION O,WALL/BUILD=_OUT"
D SCALE i 3"m 1'-0" SCALE 3"='I'-0 SECTION '
3 SCALE -3"=1'-0" o
i
MN CiA55N! R;,P.E.
_GLASS _SEPARATION _ zw
OR DOOR PER TABCE2
cc W
wuu GLASS OR
DOOR
Qz GLASS OR p•
v=j w aa• DOOR MN GLASS
X"" SEPARATION s
Q 2 MN GLASS w PER TABLE 2 A
' E r SEPARATION Fw--� w'fj
Wj PER TABLE 2 Q tt F'm '��i O,� \Mlk�'
In I-
tA
I "ion _ I=Ow f� 1>UU �
13 a Woz 13 zou U Q6 Z >
{-N /2 1 1/4"MAX.FROM PIN GUIDE F J Ou a Cl CONNECTION TYPE Q J¢" Y z m w o p
U REFERENCE ANCHOR O z N a
TO BUSHING WASHER(TYP.) 29 41 SCHEDULE FOR MAX. S v as s m 3 m
TWO 1/4"0 WOOD .250" SPACING Q" 3�..3
LAG SCREWS(�24" F!"C4 CONNECDONYRE 7) .250" o w a
O,C.MAX.WITH 2" i`CIFERENCE ANCHOR .i - 0
THREADED PENETRATION p If
FOR MAX.
5 "T"INTO CENTER OF 2X STUDS / SPACING /0 F IL
EMB."T' 14 SMS C1a MIDSPAN BETWEEN . /w
"! STUDS FOR TRACK TO 1"x 4" / EXISTING HOST STRUCTURE
PLYWOOD& TUBE CONNECTION � �
�i STUCCO FINISH 1"x 4"x.125"
6063-T6 ALUM.TUBE
THIS DETAIL TO BE USED WHEN STUD SPACING DECOR O AfTPIE='FLOO1'r RACKf:,DETAIWALL MOUNT SILL DETAIL
L- p W
3 EXCEE05 THE MAX.ALLOWABLE ANCHOR SPACING. SCALEs3"=�'-0'-—- ------ ---�-✓~' O
SCALE,3 V-0" F$ o
OWALL MOUNT SECTION THIS DETAIL MAY a
SCALE t 3"=T-0" ALSO BE USED ob. r m
AT TOP O=m<¢
a z
� r w
G ul�
ACCORDION SHUTTER w E
3=
PER PRODUCT APPROVAL F o —GLASS
F I ES
MR GLASS
OR DOOR
e = ° aS
vI o PER TABLE 13 = EXISTING WOOD(G=0.421 O a
APPLICABLE AT TOP S z " TRUSS OR RAFTER
AND/OR BOTTOM X Q Z
Q a X Q Cib 24"MAX.O.C.
6 2"OR 3" f " a a
I E " EXISTING FINISH
d MATERIAL
m i,
g 1/2"MIN. (5�$ 1/4"MAX.FROM PIN GUIDE
Z"x 3"x yB"x CONTINUOUS OR 2.175" 3 2"x . x ANGLE
6063-T6
TO BUSHING WASHER(TYP,) I m q gq
2"x 2"x yB'x CONTINUOUS _ 1• ALUM.ANGLE W/THREE I I o ? �•
1/4"TILE ITYP.) 1/4"0 WOOD LAG " w Yn
0 6061-T6 ALUMINUM ANGLE { FINISH MATERIAL SCREWS WITH 2-3/4" gaa
3/4"PLYWOOD MINIMUM THREADED
0.9"MIN.THICK 6061-T6 ALUM TRACK X " —1/4"0 A325 GRADE THRU BOLT 7"D.C. PENETR."T"IN WOOD(al 5 6 d
J� FASTENED TO ANGLE WITH 1/4-Z0; �� OR 5/16"0 A325 GRADE THRU BOLT Cal 12"O.C. 24C O.C.MAX.WHERE FTER OF TRUSS, Q
ANGLE FASTENED TE /Y MACHINE SCREWS AT 3"FROM ENDS
EXISTING 3 KSI CONCRETE --' '} GALV.OR S.S.55ANGLE EXTENDS BEYOND gg n5
HOST STRUCTURE WITH AND 9"O.C.FOR THE 6ALANCE LAST TRUSS MORE THAN
o: e@
y�"0 ELCO ULTRACONS AT ,41/4"0 ELCO ULTRACON TO CONCRETE/CMU 6", EXTEND ANGLE TO
3"FROM ENDS AND 4"O.C. EXISTING CONCRETEIHOST r. S"O.C.W/1-1/4"MIN.EMB.
2-1/2"MIN. STRUCTURE 3000 PSI MINEXT TRUSS.
FOR BALANCE WITH IY41' ( ti OR 1/4"0 LAG SCREW(�9"D.C.OCW/1-7/B" w w 0_ °g a
MIN.EMB. IN WOOD SG-0.42.TO 0.55. I--"=w 4 89g
3 MIN EMBEDMENT AND 2yZ" MAX.DESIGN LOAD AT 5'-0"MAX SPAN: ® 981
s MIN EDGE DISTANCE, f 62 P.S.F. EXISTING C NCRETE, $ 13 =2"x-w-i
F
STAGGERED WITH 3"MIN. HOLLOW BLOCK OR ZUm
"�o IA Q YBGM
COPBRWLBBNUMOPF.
MAX.DESIGN LOAD AT 6'-0'MAX SPAN: WOOD FRAMING.SEE
SPACING,NP. f 52 P.S.F. ANCHOR SCHED. ,. 2"x 5"x 1/8"LE CONT. X z a z 1-
.H ALUM.ANGLE CONT.T6) 4 a< 15-2339
E BASED U TYPE OF E u a
_ FIG BUILDOUT MOUNT STRUCTURE �" fiCALfi: - -
SCALE,NTS (MAX.DESIGN LOAD t 72 P.S.F.)
Q PAGE LlE5CR7 PT10Nf
F Hb PASS THRU DETAIL O
SCALE i 3 1'-0" TRUSS MOUNT SECTION OF
A
i SCALE:3"=1'-0"
o (�
HIIkI1TVJ�00,P.E.
EXISTING HOST ALT.LEG DIRECTION
STRUCTURE 1/4-ALL POINTS SOLID SET ANCHORS WITH 7/8-MIN
EMBED IN CONCRETE OR HOLLOW BLOCK,3*MINIMUM
12'MIN FROM EDGE OF ACCORDION ROUND WINDOW 112-
TOP OR BOTTOM SPACING,AND 3-MINIMUM EDGE DISTANCE
EDGE OF SHUTTER, SHUTTER BLADES ASSEMBLY MI A (2)6063-T6 ALUMINUM
E I ,
112" PER SPAN TUBE SCHEDULE N
,,�ANGLES PER BEAM END,SIZE
EMBED, SPAN TUBE PER
DESIGN SCHEDULE0
ACCESS HOLE
EDGE OF ACCORDION
;i� 1/4-20 MACHINE BOLT WINUT 0
SHUTTER BLADES 12*O.0 OR#14 x 3/4'SMS 6"D.C.
3.5"
M114
TYPICAL 112-MAX
3'MIN >U
< 0
EDGE 16 z 0
-0 HOLE(TO RECEIVE
2875 DISTANCE MIN GLASS 13 Z!9 z
A SEPARATION 2
ROUND WINDOW ASSEMBLY) EXISTING Lu
MAXIMUM OF 3 WINDOWS PER TABLE 2 0
m i GLASS OR W-- �A:
PER EVERY OTHER BLADE DOOR-Thl' X 0 In 13�
k U uj
LIGHT-N-VIEW WINDOW 3"MIN
EDGE 1/2'MAX
DISTANCE N.T.S. EXTERIOR ELEV ro
8
z x:
�m - -1J4"MAX.FROM PIN GUIDE
00 0 u
z TO BUSHING WASHER(TYPA
1/4-20 MACHINE BOLT W/NUT 0
1/2' ACCESS 11 12"OCOR#I4x3/4"SMS 6"O.C.
HOLE SPAN TUBE PER
2.875'0 HOLE TO 8
RECEIVE ROUND EMBED. DESIGN SCHEDULE I -.
WINDOW ASSEMBLY _____�(2)6063-T6 ALUMINUM nO-2
AX, ANGLES PER BEAM END,SIZE
EXISTING PER SPAN TUBE SCHEDULE
1/4-0 7HRU DOLTS SEE BEAM z
HOST SCHEDULE FOR REQUIRED NUMBERS
STRUCTURE
1 4;ALL POINTS SOLID SET ANCHORS WITH 7/8'MIN A,
E CI
ED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM
SPACING,AND 3-MINIMUM EDGE DISTAud
0.125" 0.125*
0.032" 0.032' MAX.DESIGN LOAD- 72 RS
SPAN TUBE SECTION
0.146" N.T.S. VERT SECTION
SPAN TUBE SCHEDULE
ALLOWABLE NUMBER OF NUMBER OF
If 0 ANUCHORSPER
TUBE SHUTTER SPAN THRU-B LTS ANGLE
ROUND will
SIZE $PAN
WINDOW --io—p BOTTOM T M TOP BOTTOM
TOP
Do
TUBE TUBE TUBE TUBE
121"
E 112"M
AX
U,
1 2. ACCESS
A.
T
STRUCTURE
z
RI
1 4;•
E� ALL .I
ED C,
A,
[MINIMUM ANGLE
=A.
LENGTH
T_
TOP .T
TOP BOTTOM
USE TUBE
TUBE lugs
to ASSEMBLY TUBE TUBE L_ _
60" 1218' 136, 2 2 3 4'
If 2"x5"x
B., 96- 01.7' 60 7
2"' 123, 2 3 7- 7"
e 7"
125"
so, 129.1 S�
124.1' 2 2 7' 7. uu
0.12VI 123" 1tl2 B' 109,6" 2 2 1 4 4 10" 10"
ED, war 2 2 3 3 7' 7. 1
2"x _96- 15Sr 2 2 3 4 10'
A 02.875"1D" 0.188"
1.2 137,5' 2 4 5 111` Ir
240.0" 2 2 10"
3
2NII1*11
O.io7v 123" 1322' 2n3 1- 3 9
29 LIGHT-N-VIEW WINDOW SPAN NOTES:
N,T.S. SABIC PLASTICS SI-XI43IT-UL-94HB 1. x32"x5m SL 2"x6"BEAMS. 15-2339
2 USE 2"x5'xl/4"ANGLES FOR Z"xB"&Z"xlU-BEAMS. SCALE: -
3: USE BEAM SCHEDULE FOR DETAIL 3/8. PAGE DESCRIPTION:
4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER
CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS.
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,
2 R, AF)E w/ ROUND WINDOW ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS
N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.
V 6. LAP BEAMS ARE NOT ALLOWED.
7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM.
ANCHOR SCHEDULE: CONCRETE
2.5*MIN EDGE DISTANCE
5 3AII' pl&l.tLlol.
t; LOAD
0
ANCHOR (psn Cl I C-2fil C3 I C4 I a�,a leCiTb I C4 I CSk Cl I C2 I C3 I C4 CS z
114"l�-_TAP�D Q�RLCO -.431s i6X"W=ii--E lB.E VS.=MIX"16702 .0" 13.0"f6Wll 16.01, 9.5"15.5"1 0.5" 14.5"
., 53 -16.0'10.5"14.5"16.O"10"12.0" 2.0" 10.5"160 15.0" 7.7'14.5"17.5" 10.5"
TOACCN. I_ %,
S111
WOO 4' 5" 8.5" 1S.0" I5.0" 7.5 14.5 7.5"
tMbq,J( 072FsflMIN' NC) 62 16.0' 160' 16.0" !.S:
/Q COMBINATION
-7-0* 11.0"16.0"15.5" a 5.0" 7.5" 11.5�'154 4.5" 7.5"
L6.0" D - 2 x S ITYP.) (Lo)COMBINATION a
IOD 15.0- 7.5" Y07V_f5_-0- 7.5�� i.i; 7.5- TO4-15-V MBINATION
�"7.5Z-4-.B-
9.0" 13.5"16.0"16.0" 8.
1/4'MILLENIUM MILLFAST 43 16.W'16&'115.0"16.0"16.0"16.0"16.0" 5" 5.5" 9.0" 13.5"1
WITH 1-3/4-ET40ED(3275pSi 53 16.0"160111.0"15.9'16.0'LEA"I 1... 7.0" 10.5"16.0"13.5" 7.0" 4.5" 7:5' 9.5" 0
'OF
LS�O"It B..Sr 11E IM:I�E 8.5" 14""�94 5 0" 715" -2-s" Z.
MIN CONCRETE) 62 16.01,
.W 7 4_5 8§ 13.5"13. 7.
01
70 Y6-.v 111.6"16.0"14.0".70' 10.5"13.5' 7.0" 7.
100 13.5" 7.9-14.5"17.5"1 ii-T, 13.5" 9.5" 13.5' 7.0" 4.5" 7.5" 9.5"
5"111.0"114.0"16.0"10.0" 6.5" L30"14.0"16.0"10.0" 6.5- 31.0"14.0" CI
6
0-116.0"116.0"13.W 1' 2 x S ITYPJ w
.LCO cRETEFLEX ss4 43 1160'16,W'116. 12.51 8.0" 13.01 16.0" 1 x S(TYP.)I-
6.0"10.0- 6.5" 11.0"14.0"
W/2"EMBED(3350pst MIN 53 16.0"16,01,1610 1610 16.01 55.0"16.0"1222-.222000;41 '156*.00,�*�'I"w'? -
12.5"16.0" 1 I6.6.'30.0""16.9- 14.W' In cc
CONC) 62 T6-0-- - I
-1D.5' lg.ei6'.O*`10.0" 6.5" 11.0"14.0"
ow
too 11"MIN EDGE DISTANCE NOTE, '*S'*INDICATES ANCHOR SCHEDULE SPACING.
Cl I CZ I C3 C4 I CS Cl CZ I C3 I C4 I CS Cl CZ I C3 I C4 I CS SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE.
itipit r !� -2:1"..:A6 "S., I, L6..-9.q`_' &)/ L4 t0" OUTSIDE
/4-TIM TAPOON OR ELCO 43 _-Ead - - C2 CONNECTION TYPE USING PIECE H
Q
.5'.
.5'.
.5'.
4 14.5" 7.5!' loo.
OLTRACON WITH 1-3/4' _53'_16.0"16�O" 5.5" 6.T' 16.0"16."12.0" ANCHORS ONLY
o EMBED(319ZPSI MIN CONIC) 11 0.0"
5.5" L6_T 1�_T 14.5"14.5" 75 10.0" - C4 CONNECTION TYPE USING PIECE(R)WITH
OUTSIDE ANCHORS ONLY
10.0"
.4.0" 5 0" 16.0"15.0" 7,5" 11.0"14.5" 7.S"
10.0"
Ya-iil 10.0"T4.F 7*5.
1 6 6 It 4.
JL9 Il. I " 16.0"13.0" 7.0" 0 6.5" 10.5" 9
1/4-�ifl.LiN'IUN M'ILLFAST O'�13.5' i6.0-iF.5
16.0" 8.11 ma"I S.F. ANCHOR NOTES:
_�6
-3/4 53 6.0 6,V 5.5"
WITH I EMBED(3275pst- S N ANCHOR SPACING 9
62 r�s.ow 15 F 0" TO- T6.0-13 TOP. S SSIS" 45
MIN CONCRETE) V .5 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINI 6 u)
1..-, 5.5- 7�5- ;=..a,;8 p
p. 70 16X"19.5"15:51* 8.01, 16.0"11.5'. S to S_ *5 ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE &
5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE I(Pg 1), Gb
ion XT;A
MIN IN EDGE DISTANCE cla 21
114-ALL-POINTS SOLID-SET 1 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL,
8 ANCHOR W1718"EMBED& Cl I C2 C3 I C4 I C5 Ci I C2 C3 C4 CS Cl C2 1 3 1 C4 C5 I ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR
SCREW -43 16,r 16.0' 1 11 __..__ -.511 "1 UAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER
O.V'Sb
.O"
(3000ps1 MIN CONC) 53 16,0'�15,0" Ex. i.o.. 19., 15.5 0" 7.0"
76 6Z 6 W'IZ.5" b.5 3.5'. S.O., m� -TF
. 4�0' SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION'TYPE,
,i7 6:�_ "'
_r .
so
114-20 SS MACHINE 704 OR EQUAL TO SHUTTER SPAN.
16.0 11�0" 10
3.
115. 17 .0 '&0
5
im
.110.5-1 5.5., '14.0" .8.0' 10- 5-j-.. 4. EXISTING
70 16.0111 9.01, 4.05" 6.0-116.0 13.0' .0 7,0" STRUCTURE
too IfIff-I 1-0"VIX1111 4:0"17.0-110.0"1 S.W'j�WA 40'1 70' 10.0" .
10.0. 5,01
1, CKP
0 WO00 FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER _YP$BASED ON TYPE OF EXISTING STRUCTURE AND E
'-ALL- It -S CONNECTION
----------
Ci C2 C3 1�4 1 CS I Cl c2 I C3 ICC4kl CS I Cl -.1--1 C4 CS
ANCHOR ll?)R:� - , _I C2 0 CONNECTION
1?1XL I q I- -43 115.0"16.0" 0 6. Ll!S; I
1 0, 16.0"16 0"16.0"16.
CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE
opill NC 53 mv t6�0 13.-L -__ 0 S, ALL CO
1B.0-1 0 1 - . =51
16.0" V;I
62 R-.0--Z 20.5"
o v 16.0 1 it V' 70' 1 ii.V;I ONLY.
i NO 16.0"16.0" 9.0"16.0"110.0"13.0"116.0"1 B.5-11 I iRUI 1;00" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
160-115.0"19.0"1 RECOMMENDATIONS.EMBEDMENT
19.5"117-o- IN ACCORDANCE WITH MANUFACTURERS'REI
100 16.0-18.571 S.5-19.5.. 12.0"16.0" 5.5-15.5-19.5- 12.0`116.0-18.5-15.5
2 EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
Ill " FINISHES. REV. X
1/4-POWERS SS DROP-IN
W/1/4-20 SS BOLT AND Cl I Cz C4 I CS Ct I CZ i C3 I C4 I CS I_C1 6 C3 C4 I CS
I"EM 112.S"116.0"14.0.1 7.51 S.0 8.0 11.5- 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS
BED(3000pl MIN 43 '6,:Ofll 271LI, 16.0"114.0"1 8.0" VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADE%UATE WOOD FRAMING S 1T A6
CONC) 6.0"110A]"116.0111-S-1 6.0- 4.0- 7.0 8,9 1 ACCEPTABLE ONLY FOR
62
!F3 16 6 v 9.5" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD I Hill
6.0'1 40' 7.0" 8.0' SIDE CLO�URE PIECES.Ni� 7.7 12.0"16.0"14.5"1
.0- EN TO NARROW FACE OF STUD FRAMING,FASTENER
*C= 70 16.0"lO.r 65'1 16-0,11 1A.01_Z
10.5-16�w-lz.w'l b.O"14.0"1 7.5"L!�O' B�wl
'�l S B. WHERE LAG
IOU 11,5" 6-0,1 4.0' 7-0" 8.0" 12.5"1 6.n,,I 4.0"1 7.0"1 8.0" 11.5" n SCREWS FASTEN
IN CENTER OF NOMINAL 2"x 4",�MIN
SHALL BE LOCATED , d WOOD STUD,3/4"
31(2"MIN EDGE DISTANCE EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMIN . G SCREWS SHALL
ro 1/4-POWERS 55 DROP-IN C4 HAVE PHILLIPS PAN HEAD OR HEX HEAD.
_Cl CZ V 6 C3 C4 CS Cl C2 C3 C4 CS
W/1/4-20 SS BOLT AND READS IN
EMBED(3DOOpst MIN 43 ILE 9. 13.5"16.0' iso 7. S. 9. 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS 645
CONC)c BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER
_IL 16.E 1OS'160 12.0" 6.0" 0
L4
B-o" .0"
T�7 HEAD(SIDEWALK BOLT),U.O.N. Q
62 16,01, sx; iz.F ii.- 6.0 4.0
70 T670- 4.5" B.VD- 9.5V- 120 6.0" 4.0"17.5" 8,5' DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
100 12.0"F2.0- 4.0" 7.5" 6.5" 12.0" 6.0" 4.0" 7.5" 6.5" • DESTGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, la E B
Ir MIN EDGE DISTANCE NUT OR WAS
WINGNUT, COPMM5tFR4ML8921k00P.E
_ F_ F
#12 SMS W/2"EYEWALL Cl C2 C3 C4 Es T_cl7C2 C3 C4 CS Cl C2 C3 C4 CS -
ARMOR INSERT W12'EMBED 4-3 -.0" s.w ils-1.4.0"16.0'16 16.0"17.5- 10.013.60'16.0" 9.0" 4.5" 6�FL 11E it. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15-2339
(2000PS1 MIN CONC) 16f B 'o"
B..
J�.0
0�'16.0"17.5
-11-NN.:: iTo- 11.5"1 5.5" 8.0"116.0"14.0" 7.0" 3.5" 5.5" 10-91 12. WHEN ANCHORING TO HOLLOW BLOCK SOS DRILLS SHOULD NOT BE USED TO SCAUH
1.0"16.0" 8.5"
62_36.0"IsXr 701 9.5" 16.0"1 Iftq 0"' 4.1* 6.1"1140 14.0" 7,0" 3.5" S.T. 10,&; DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL PAGE DESCRIPTIONS
"]W
0.0., 16.0-1 5" 4.0" 6.0"110.5"14.1 7.0 3. CONCRETE SCREWS TO HOLLOW BLOCK
2T
100
0
14.0" 7,0** 35" 5. 10.0'14.0?. 7.0" 3.5" 5.5" IQ 0`1 14.0" 7.0" 3.5** 5.5 I
012 sms W/2.75"EYEWALL 43 - 16.0"16.0"ffff'ILR�14.0"16.0"16.0"11,5;' 60" 9.5"
16101 16.01,1601, `09 -
360"16.0"
1' 1601 . 13.w.
011 16.01, 9.0, 5.01,
ARMOR INSERT W1 2.5- 6.0-116.0"112M'PL6.7'16.0?'16.0- tS.O" 7�5- 11.0"16,0'
0
16.
M
E BED(ZOOOPSI MIN CO C) 6.5- 9.S- 16.0"16.0" 9.0- 5.0 8.0',
'.0
16.0"
,
F- 1 9.W 5.0"1&0"10Z'
Ss' 8�5" 14,0"16.01,
OBC 70 -f3-.F_165--1_9U- 5.0" 8.0"KW 13.0""16.D 0�_
1 6 B�
L
_ANCHOR SCHEDULE: CONCRETE (CONT.) °"b„NNg9Z�
1 2-2/16"MIN EDGE DISTANCE 3-1/B"MIN EDGE DISTANCE `\. • !4')�O
...._ _ S
ri Spans Up To 6'•OT Spans UD To B'-3" $pans Up To IZ'-0" Spans UD To 6'•0" Spans Up To 8'-3" Spans Up To 12'-0" ,
LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE
O ANCIIOR s *'
x (P H Cl C2 C3 I C411 CS Cl I C2 I C3 I C4 I CS Cl I C2 C3 I C4 CS Cl I C2 C7 I C4 CS Cl I C2 I C3 I C4 I CS Cl C2 C3 C4 CS ,
47 16.0"16.0" 6 "
5/16'I7Y!7APCON XL WITH 1.0 16.0"16,0"16.77'16.0"12.0"16.0"16.0"16.0"11.0" 7.0' 12.0"16.0"16.0"�166 16.0"16.0"16.0"16.0"12.5" 16_0"IG.0"16.0"11.5" 7.5" 12.0"16.0" Tf1C1-3/4°EMBED(2899ps1 MIN 53 16.0" 14.59.04.016.0" 9.0"1 6.0" 10.0"12.5"16,0" 16.0"16.0" 16.0"15.0" 9.0" 14.5"16.0"16.0" 9.5" 6.0" L0.5"13.0" O411CO1JC) 6Z 16.0"16.0"11.5"16.0"16.0"16.0"11.5" 7.5" 12.0"16.0"16.0" 9.0" 6.0" 10.0"12,5"L6,0" 16.0"16.0"16,0"11.5" 7.5" I2.0"16.0"16.0" 0" 105 13.0 70 16.0"15.5" 9.5" 15,0'1_I6.0"16.0" 9.5" 6.0" 10.5"17.5"16.0" 9.0" 6.0" 10.0"12.5"16.0" 15.0"16.0"16.0'•10.0" 105"1d.0"160" 9.5" G0" 10.5"17.0 �... .. . . .. iQ7.e100 16.0" 9.0" 6.0" 10.0',12.5"16.0" 9.0" 6.0" 10.0"12.5"16.0" 9.0" 6.0" 10.0"I2.5"16.0" 10.5"13,0"L6.0" 9.5" 6.0" L0.5"13.0"16.0" 9.5" 6.0" 10.5"13.0" Y =
5/16"ELCO ULTRACON WITH 43 16.0"16.0"16.0"16.0", 16.0"16.0"'16.0"13.5"16.0"16.0"16.0"12.0" 8.0" 13.5"16.0"16.0"16.0"16.0"16.0"16.0"16.0"16.0"15.0" 16.0"16.0"16.0"13.0" 9.0" 15.0"16.0" � w111�p,�..
I-3/4"EMBED(3500ps1 MIN 53 16.0"16.0"16.0"16.0"16.0"I6.0" 15.5"10.0"16.0"16.0"16.0" 9.5" 6.5" 11.5"13.5"1G,0"16.0"1G.0"16.0"16.0"16.0"16,0"II,D"16.0"16.0"I6.0"10.5" 7.5" 12.5"15.0" j U LL W a
O CONC) 62 16.0"16.0"12.5"16.0", 16.0"16.0"12.0" 8.0" 14.0"16.0"16.0" 9.5" 6.5" 11.5'13.5"SG.0"Ifi.0"Id.0"16.0"16.0"16.0"13.5" 9.0" 15.0"16.0" I6.0"10.5" 7.5" 12.5"15.0" fI1
-T. ...__. _..___._._.. ..____. _ lJ O
70 16.0"16.0•'10.5"16.0"16.0"16.0"10.0" 7.0" 12.0"Id.S"16.0" 9.5" 6.5" 11.5"13.5"16.0"16.0"11.5"16.0"16.0"16.0"11.0" 7.5" 17.0"16.0 S.10.5" 7.5" 12.5"15.0" u m e w o
u eQ
100 16.0" 9.5" 6.5" 11.5"13.5"I6.0" 9.5" 6.5" 11.5"13.5"Ifi.0" 9.5" 6.5" 11.5"17.5"16.0"10.5" 7.5" 12.5"15.0"16.0"10.5" 7.5" 12.5"15.0"16.0"10.5" 7.5" 12.5"15.0" Z ry p o
1/4"304 55 POWERS TAPPER __ _ 1-1/2"MIN EDGE DISTANCE 3'MIN EDGE DISTANCE _ _ LU
W 1-3/4'EFIBED 7000 si - -DISTANCE - --- - --- m
( 1
_ w
P C C2' C3 C4 C5
ClCS C2 C3 C4 CS ClC1 C2 C3 C4 CS C1 C2 C3 C4 CS Cl C2 C3 C4 GS CI C2 C3 C9 CS 3 J
S FEIN CONC) 43 16.0"14.5' 6.5" B,5", 16.0"12.5" 7.0'• 4.0" 6.0" 12.5" 7_.A3..5 // 4.0" 5.5" IG.O"16.0"13.5" 16.0"16.0"1G.0"14.0" 8.0" _12.0"16.0"14.5" 7.5" 4.5" 8.0" 11.5" In W53 14.0" 8.5" 4.5" 6,5", 14.0" 9.0" 4.5" 3.0" 4.5" 9.0" 6. 3.0" 4.0" I6,0"160" 9.5" 135"16.0•'16.0'• 9.5" 6.0" 9,5'• 16.0"12.0" 6.0" 4.0" 6.5" 8.5"62 11.5" 6,5" 7.5" 5.5"1 12.0" 70" 3.5" 4.0" 6.0" 6. 3.0" 4. 6.0"17.0" 7.5" 11.0"16.0"14.5" 7.5" 5.0" 8.0" 12.0"32.0" 6.0" 4.0" 6,5" 8.5" a
_ _. _ _.-' - __-
70 9.5" 5.0" ].0" 5.0", 10.0" 6.0" 3.0" 3.5" 4.5" fi. 3.0" 4.1 16.0"10.5•' 6.5" 10.0"SG.0"12.5" 6.5" 4.0'• 7.0" 9.0" 12.0" 6.0" 4.0" 6.5" 8.5"
LOO 6.0" 3.0" 3.0", M10" 6D" J0" 30" 40" 63.0" 4.0" 12.0" G.0" 4.0" 6,5" 8.5" 12.0" 6.0" 4.0'" 6.5" B.5" 12.0" 6.0" 4.0" 6.5" B.5"
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
I
1"MIN EDGE DISTANCE _ _ 2-1/2"MIN EDGE DISTANCE y 1,
i
LOAD Soans Uo To 6'-0'• Spans Up To 8'-3" SDans U°To 12'-0" Spans UO To 6'-0" Spans Up To 8'-3" Spans Up To 12'-0" '
(psl) CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE te$ m
d o ANCHOR Cl C2 C3 C411 CS Cl I C2 I C3 I C4 I C5 Cl C2 1 C3 Cd CS Cl I C2 1 C3 C4 CS Cl C2 I C3 I Cl I C5 Cl C2 C3 C4 I C5 y p m
^' 1/4'I7W TAPCON WITH 43 8.5" 7.0" 3.5" 6.0"
MNrn,a3°d ms 110000
.. y %/ .. 3. 48.,5" 4.5" 4.5" 83...05" 444549......0000055"""""""
/ . 4.
6.053 7.0" 3.0" 3.5" 6.01-1/4'EMBED 3.5" 5.0 94.0" 7.0
6 5.5" 3.0" 3.5" 5.0• 4.0" 4.0"
70 4.5" 3
100
COWI713.0" 4.0"
4.0"
ELCO TR/44.56./ 10P 9.0 9.01.1/4"EMBED 13 10.
5310.5" 6.5 10.5" 6,5 3.5" 5.0"
62 8,5" 10.5" 6.5" 6
,5 4.0 9.0 .0 4.0"
70 7.0" 7.5" 0 3.5" 7.5" 4.5" 3.0" 4.0" ,00p0""•"", ��OO.�\5Z❑-
_a
" 7 3.0" 4.0"1 3.0" d.0" 3.0
O 1/4"MILLENIUM MILLFASY 43 12.5'10.5 4.0 5.0! 9.01115.01, 9.0" 5.0" 13.5" I3.5"10.05 10,0" 5.5" 4,5•
ANCHOR W/1-1/4"EMBED 0556.0 4.0 10" 6,5" 11.0" 7. 4.5". 4 "
62 8.0" 4.5 4.0" 4.0" 9.0" 5.0" 5.0" 9.5" 5.5" 4.5
z 70 6.5" 4.0" 4.0" 7.5" 4.0" 4.0" 4.5"
4.0" .0 4.0" q �_v.mN`oEoEp�Ci
Eruo0Q
a3l
SnwJ
4.5"
n
V
i-I 4"MIN EDGE DISTANCE
u 3 114"ALL-POINTS SOLID-SEF , / 7.'_MIN EDGE Of STAN E
0 ANCHOR W/7/8"EMBED& C1 C2 C7 C4, CS CI C2 C3 C4 CS CL C2 C7 C4 CS CI C2 C3 C4 CS C1 C2 C3 C4 CS Cl C2 C3 C4 CS y M g
0 1/4-20 SS MACHINE SCREW 43 15.0"13.0" 5.0" 6.0" 15.0"11.0" 6.0" 3.0" 4.0" IJ G.0" 3.0" 5.0" IG.0"16,0" 8.5" 10.0"16.0"16.0"10.5" 5.0" 7.0" 16.0"1f.0" 5.5" 3.0" 4.5"1�5�
. _ -.,53 12.5" 7.5" 3.5" 4.5";12.5" 8.0" 4.0" 35" 8.0" 5.0"% 35" 16.0"17.0" 6.0" 8.0" 16.0"14.0" 7.5" 4.0" 5.5" 17.5" 9.0" 4.5" 4,0"62 10.0' S.5" 4.0"I 10.5" 6.5" . 5.0 50" 16.0" 9.5" 5.0" 6.5• 16.0"11.0" 5.5" 3.0" 4.5 9.0" 9.0" 4.5" 4.0'•9.0" 5.5" 4.0" 5.0" 35" 14.5" 8.0" 4.0" 6.0" 15.5" 9.7 4.5" 4.0" 7.11 9.0" 4.5" 4.0'•__.. -_100 5,0" 3.5" 5.0" 3.5" 5.0" 3.5" 9.D" 4.5" d,0" 6.5" 9.0" 4.5" 4.0" 6.5" 9.0" M1,5" 4.0"
S Cl C2 C "MIN EDGE DISTANCE
w 5/I6"ITW TAPCON KL WITH --
TVI ..__ .. 4'MIN EDGE DISTANCE o p�p5 Y
1-3t4-EMBED 3 C4I CS ClCI C2 C3 C4 CS Cl C2 C3 C4 CS CI C2 C3 C4 CS CI C2 C3 C4 CS CI C2 C3 C4 CS pQ
e 43 16.0"16.0" 9.0" 12.0"16.0"14.0" 7.5"
53
i15.5'• 9.5" 6.0" 9.5" 15.5"10.0" S F% 6.5•' 10.0"16.5" 4.5" •1.5'• YB pa
13.0" 7.0" 4.5" 8.0" 17.0 8.0" 4.0" 5.5" 6.5" 6.5" 4,5" 4.5"
10.5" 5.5" 4.0" 7.0" 11.0" 6.5" 5.0" 5.0" 6.5" 4.5" 4.5" '�
100 L.5" 3,0" M1.5" 4,5" 6.5" 4.5" 4.5" 6.5" �4.5" M1.5" g
1-9116"MIN EDGE DISTANCE 3-1/8-MIN EDGE DISTANCE ��Q
5/16"E MB ULTRACON WITH CL C2 C3 C4 CS Cl C2 C3 C4 CS CL Q C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 Ct C2 C3 C4 CS WPYWGIR FPIIMLBUPL+ADO P.E.
I.1/4"EMBED 43 12.0"10.0" 1.2.0" B.5'• 8.5" 16.01,116.0', 8.5" 11.0"16.0"15.0" 8.5" 7.5" 35.0" 8.5" 7,0"
53 9.5" 6.0" 9.5" 6.0'• G.0" 16.0"10.5" 6.0" 8.5" 16.0"11.0" 6.0" 10.5' 7.D•' 15-2339
62 8.0" 7.0" 14,5" 8.5" 7.0" 7.0"
SCALE:_
7,0'
PAGE DESCRIPTION:
100VIL7.0"
9I
ANCHg OR NOTES:SEE ANCHOR SHEET
NOTES.
9 FORO
i
s
i
I
ANCHORISCHEDULE: HOLLOW CONCRETE BLOCK lobi �p`'t%,,,.E.
2'MIN EDGE DISTANCE ti`1- •f y -Spam Up TO 6'-0" Spans Up To Spans Up To 12•-0" 3�\ ,,• ," 1'•��
'j W-3-
LOAD CONN TYPE CONN TYPE CONN TYPE ACGG
ANCHOR (PSN Ci C2 C3 C4 CS CL C2 C3 C4 CS CI C2 C3 C4 CS 3 {}.465
S '
#12 SMS W/2"EYEWALL 43
$Qxpm 62 1117461.,.005"" 3.55" 953...055" 11562...00"• 1775..,505""' 83..55" .5" 6.S" 15.5 5 4,5"" 43..05" 75.0
0"
" "ARMOR INSEW/1-11 53 3601 5. 10 7A 35 _3.5" 5.0"
MBD 3.57.5" 4.0" 6.0" 14.5" 9.0 4. .p" 7.0" 7.0" 3.5" 5.0`
3.5 3.5" 5.5 7.0" 3.570
100
0�••p• A •i m
•`tT,f"zz�Q
7.D"
ANCHOR SCHEDULE: WOOD (G=0.55) , afa
3/4`MIN EDGE DISTANCE y Q W 2�.
Spans Up To 6'-0" 5pa0s Uo To 8'-3" Spans Up 70 12'-0'• Z to
LOAD CONN TYPE CONN TYPE CONN TYPE 0
W N64 E¢
i ANCHOR (R`�N Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS H J�X Z
1/4"LAG SORE JWiTH 1-3/4" 43 16.0"16A"11.5"12.5"16.4"16.0,1116.0" 7.5" 9.0" 16.0"]6.0"14.5" A.S' 6.0" 16.0" N 3 u j
q MTN THREADp NE7RATION 53 16.0"16.0" D.V. 10.0"16.0"16.0"16.0" 6.0" 7.0': 16:0"t6.0"11;5' A,0" 5.0 16.0" UJ
_
62 16.0"16.4" 7.0" 8.5" 16.0"16.0"14.5" 5.0" 6.0" 16.0"16.0"11.5" 4.4" 5.0" I6.0" CI
70 16.0'16.0" 6.0" 7.5" 16.0'•16.0"12.5" 4.0" 5.5" 16.0'•16.0"11.5" 4.0" S.0•' 16.0'
I 100 i6.D"11.5" 4.0" 5.0" 1G.0"16.0"11.5" 4.0" 5.0" 16.0"16.0"11.5" 4.0" 5.0" 16.0" a
H 7/16"WOOD BUSHING WSTH 43 16.0"IG.O" $.0'__10.0"36.0"15.5•' 8.5" 4 5" 7.0•' 15.5" 8.5" 4.5" 4.5" 7.0"
0 1.13"MIN EMB6'U B 114.20 S3 16.0"10.5" 5.5" 8.0" 16.0" L1.0" 6.0" 3.5" 5.5" 11.0" 7.0" 3.5•'PEN4.0" 5.0" �n
v SS MACHINES REW 62 14.0' 8.0" 4.5"• 6.5" 149' 9.0" 4.5"' 3.0" 4.5"' 7.0" 7.0" 3.5" 4.0" S.8" �
m
o , I 70 12.0" 6,0" 3.5" 5.5" 12.5" 7.5" J.5" A.0': S.S" 7.0"
gj I 100 L0" 3.5" 4.0" 5.0" 7.0" 3S"�/, 4.0" 5.0" 7.0" 3.5" /4.0'- S. _
#14 SMS OR# 4;WOOD 43 16.0"16.0"12.5'14.5"16.0"16.0"16,0" 8.0" 10.0"16.0"16.0'11.5" S.0" 7.0" 16.0" to-
SCREW WITH 1,3jA"MIN 53 1G.4"i6A" 9.0" 1t.5"16.4"16.0"15.0" 6.0" 8.0" Sfi.B"16.0" 9.5" 4.0" 5.5" 1JA"
f THREAD PENEI' TION 42 16.0"16.0" 7.5" 95" I6.0"16.0"11.5" S.0" 7.0" 16.0"16.0" 9.S" 4,0" 5.5" 13.0"
d t a u o
i 70 36.0"36A" 6.5" $.5" 16.0"16.0'10.0" 4.5" 6.0" ]4.0"16.0" 9.5" 4�0" 5.5" 13.0"
a 100 16.0" 9.5" 4.0" 5.5" 13.0"16.0" 9.5" 4.0" 5.5" 13.0"16.0" 9.5" 4.0" 5.5" 13.0"
ANCHOR IkHEDULE: WOOD (G-0.42)
3/4"MIN EOGE_DISTAUCE -- i
}� So.Up To 6'-D'• Soan3 Un:To B'=3"' x Spans Up To 12'-0"
�iLOAD CONN TYPE CONN TYPE CONN TYPE
ANCHOR 3 7
cT O (Psf) SC2b. C3 C4 GCS, Cl C2C3 C4 CS } o
s ._..,-.�•-� CI C2 C3 C4 CS Cl ' o g f
N 11�2tNUISGREWY EITHy1=3/4" 43 .16.0"14.0" 9.0"' 10.0"ib.0"16.0"160' 5.5" 7.0•' 16:0%i6A" 9.5'" 3.5" 4.5" 15.0" a7
MINSHitEAD PE ETRATION S3_16.0"14.0" 6.5" B0" 16.0"16.0"12.5" 4.5" _S.S" MA,15;0" 7.5": 3.0" 4.0" 11.0" tO
16.0"14.0" 5.5" -61-1-AF. 16.0" 915" 3.5" 5.0" 15,0"15.0" 7.5'0 3.0" 4.0" 1].0" Jo
"? 70 16.0"13.5" 4.5" 6.0" 16.0"16.0" 8.0" 3,0" 4.0" 11.5"15.0" 7.5" 3.0" 4.0" 11.0" L.._
u
8 v SOD ]5.0" 7.5" 3.0" 4.0" ]L0"55.0" 7S" 3.0" 4A" 11.0"L5.0" 7.5" 3.0" 4.4"TI-9-
014
f.0"
714 SMS OR#14,WOOD 43 16.0"14.0" $.5" 10.5"16.0"16.0"12.5" 5.5" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" 10.5"
p SCREW WITH S /4"MIN 53 36.0"16.0" 6S" 8.5" 4.0" 5.5" S6A"L0.5'_ 5;5" 2.5" 4.0" ?.5"
R 3 THREAD PEN TION G2 16.0"11.5" 5.0 ?.0" SG.O"13.0" UN 3.5" 5.0" 10.5"iD.S" S,5" 2;5" A.0" 7.5"
70 16.0" 9.5" A.5" 6.0" 16_0"11.0" 5.5" 3.0" 4.0" 8.0" 10.5" 5.5" 4.0" 7.5"
._ _______._-.-
I i44 los 5.5" zs' a5o"" zs" ios^ 5s^ zs^ 4.0' Is" ios^ ss" zs' 4.4" Ls"' 6'
W ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK
4"MIN EDGE DISTANCE _
SAM
A��
G Spans UP To 6'-0" Spans Up To 8'-3"_ Spays Up To 12'-0" y'3 'si QQQg
b LOAD CONN TYPE CONN TYPE CONN TYPE d
0 ANCHOR ' (psl)
p: C1 C2 C3 C4 CS C1 C2 C3 C4 CS CI C2 I C3 I C4 C5 gggg
5/16"1TW TAPCbN XL W/ 43 ]6.0"16.0"16_0"16.0"ILL 16.0"]6.0' 150116&'16.0"76,0"15.0" 9.O_' 14.0"16.8" 6gE
u1 2.1/4 MIN.EM Ep 53 16.0"16.0"16.0"16_0"16.0" 16.0 16.011.0" 16.0"16.0" 16,0"12.0" 7.5•' 12.0"14,0" x r
�p 62 16.0"16.0"14.0"16.0"16.0"16.0'15.0" 9.0" 14.0"56.0"16.0"12.0" T.5" 12.0"160" d
E i 70 16.0"16.0"11.5"16A"16,0"16.0"12.5" 8.0" 12.5"16.0"1 6.0"12.0" 7.5" 12.0"16.0" y
60 " 12.0" 7.5- 1202 " 60 " 9.5LOD 16.0"12.0" 5 0 g ,a207
5/16ELCO ULTRACONW/ 43 16.0"16.0"10.5"14.0"16.0"16.0"10.5' 6,5" 16.0"11.0" 5.5" 6.5"
9.0"
p2"1(4'MIN.ED10ED 53 16.0"13.5" 7.5" 11.0"16.0"14.0" 7.5" 7.S" 1_3,_5" 9.0_ 6.5" WPYIOORffR0IXL0Eh'R�ADOPE.
0m '' _62_16.0'10.0" 6A" 9A" I6.D" 5.5" 6.5" 9.0" 9.D" 6.5" 1S'2339
F 70 15.0" 8.0" 5.0" 8.0" 15.5" 9.5" 5.5" 7.0' 9.0" 6.5" SCALE. -
g 0 a ( 100 9.0" ,
PAGE DESCRIPTION.
s
0 8I _ 2"MIN EDGE DISTANCE
_-CI C2 C3 C4 CS Ci C2 _C3 C4-...CS_ Cl__C2 _C3_ -C4_., CS -
012 SMS W/2"EY,EWALL 43 16.0"16.0" 9.5" II.S"16.0"16.0" 14.0" 6,0"1 8.0" 16,0"14,5"
ARMOR INSERT /2"EMBED 53 I6.D"16.0" T.0" 9.0" 16.0"34.0" 4S" 4.5" 6.5" 16.0 I3.5"
^ 62 16.0"13.0" 5.5•'1 7.5•' 16.0"
C 7. 35" . . . 6.0" 3.0" 4.5" 8
5 .5" ANCHOR NOTES:SE12 " 01
_TD 16.0"10. E SHEET
9 FOR ANCHOR NOTES
100 11.5" 6.0" 3.0" 4.S' 8.5'• 11.5" 6.0 3,0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5" 8.5"
I
I