HomeMy WebLinkAboutProduct Approval Property Information Build* Infolination
H
Owner: Beachler Wind Zone: 160 MPH.
Address: 5 Rio Verde Way s; Exposure Category: B
Port St Lucie,FL 34952 '3 Minimum Building Dimension: 30 ft.
�s
Mean Roof Height: 15 ft.
Risk Category: 11
Design Pressure Calculations
Opening LocationDevice Device Device Max Positive Max Negative
Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf)
1 End 52 52 7 31.1 -40.8
.. . . ...... ........._............._._._...._........_........._...................._.._.._........._._............._....._..........._....._....__ ......_.........._............_......................................_._...._.._.._.__..._..._.............................._...___....
2 Int 26 45 7 32.5 -35.2
................._...........---_-.........._........_..._..._.._.._._.........__........_-.............._.............._.__..._.. ..........................................._. ............................_.........._................---.._........_...........................----.........._..._.......-_--......._......................_....._...................._..._.......---...........................- .. ...
3 Int 26 45 7 32.5 -35.2
........ ... _ ....._._. ..__........... .. -.._.................._...... _. ........---..._.... . .. . .._._._............... .. . ......._ ................ ..._..... ....._. __..... ..--._..
4 End 74 55 7 30.3 39.1
-.._.__..............................._......----__...._._._........_..............__._........._._........__._......__.._.._...-_.--------..........................._........_.__...__...._.._..........._........._......._._....._......_........._..................._.......---.--........._............................__..--_------._...._.__-........._...._....._..._._.....__..._._....-...__........._._.._.....
5 Int 72 80 7 29.6 -32.3
............__......_.._...._....._......_.._._........................__.....................__..._................._............._........_.._.._._._.............__._... ........_......._......_....................--.........._...._.....__................._.__.._.._._...._._.._....-_._._..__.._....._..__......-........_._......._...__._.. ............_.
6 Int 53 55 7 31.0 -33.7
_ . ........... . ..
_.__........._........_..._._...._.._..._._._.._._....._.__ __.....___...._................._.__..........._....__.__..__..................._._..._._....__..._...._.._..........._ . .. . -- ................_ _ . . _
.._.._..__..__....._.._..................................----- --_..._ ......_...---........__.........................__.__..._.._._.__......_.................._.......---
7 Int 53 55 7 31.0 -33.7
-_..._.......----------._...---....._..__................_._............._....._......._..___...._......_.............--.....__....---........._._.._.....-----.._...._........_....__......._..._..__...---...._......._..---._....__..........._............_._...._.._..---.......... -...................._............-.....-_...........
._......___.._.__._.
8 Int 36 55 7 31.8 -34.6
Prepared in accordance with:ASCE 7-10.Chapter 30. Wind Loads-Components and Cladding.51h Edition(2014)Florida Building Code.
Page 1 of 1
i
Florida Biii.ldin, Cede Online Pa6e 1 of-D
I
I
• I
j:
::c.:a.._. _. . _:'.- FC:._.. t.c_ cC`_ - .,..
:Product Approval
+USER:
-^ ::..- .....:.:_..: ="'�..'.:':.... ....... :'.. -....:.,: -;,..... >AppliCetion Detail
FL �7�■r�''jW
A^,_n 1.icatlGi,TfT.,= Re siC
0__�e Version 2r_
Comments
Archived
r duc:4Ma nj'.a_L're.
�dGressJPhone!Emai! s>".- 1''.'est McNae Road
Ft. Lau�c,.,__:_ucl= F!
- _33309
{954)493-5551.
tomi�Prc-a!Um.com
Authorized Sionature. Frank 5ennardo
`rankCee
Tcc n!cal P_eptive Thomas 5:Johnston.
Address,/Pnone/Emai' 400 lues MCNab Rd.
Ft. Lauderdale, FL 33309
. .. ,.1954) 970-9999
C.
QJa11Ly ASSLi,'anCe.F.e�lreseCiatiVe _ .. .
Address PhoneJEmzii
� 0 rte 5
Subcategory
Compliance Method va!urtion.Re , cm a Ffo�,da Registered Ar_:..-=_
or z Licerseg
Florida Professional Engineer
En?aivatlor,Repor- Hardcopy Received
tnyl.t..c .oTI+.rc >un52
developed.the Evaluation Report
FloridaLicense ?E=0046549
_ -
-- —
. -QU a!!t}'.ZI£a UYenCe n.1.1 !':otl Drh? iCc,edltat)0,..&Marancment 3nstltiltc
Quality:Assurance'Contract Expiretior,Date 12/31/2016..
Validated By ORLANDO L.'BLANCO, P:E.
Validation Checklist- Hardcopy Received.
Cert.:! a c ofngerenes, _-nc� _
;�,.. ..,: ,..
Referenced Standard and Yea.(of Standard) Standard Year
ASTM Ei886 2006
AST!?.E1996 2005
AS E330 20-02
Lith-./NvN v.floridabuildin-a or`7j'Fr lei'_a;?P_drl.a:), ?��arain=`�-GF.1 �:Q�=;tDq�>�Tk7�I1_1ua�-b... 4;1 20 16
Florida Building. Code Online
Pa_Te=' of;
TAS LJ? ,OC,
IAS 202
IL•S 20= 1994
0.-Pr..__t. Sca....E..._
Ce-i";_d 3y
Fc..=a Uc-en5=-d.. .cSS! .^:BI -
`ic... _,
Cate=ubmitt__ 0_i21-12015
Cate Vali-fa-,ea 4/?;i0i5
D-te.ends _ FEC A-. _ _Va 05.rOcj20?5
Date Ap'• Died 06;22.%075
............_....._....,....................... ..... ......._._..-...- ... _.._.... ... .._.._..__..__..._... .................
_..--
:Summary of Products
FL: (`Model,Number or Name j Description
=.5.8 Ac S er (Larce Nussiie 1rn:)aCv Pesist ant accrrdlon Shu er 51'SteiTi
stLimits of Use Installation instructions '
;€
Approved for use in HVHZ:t'a
Approved for use outside HVHZ:Yes 'Verified BY: Fran✓.L. Eennardo, P.E. Pc00=E5=9
Zmpact Resistant: YesCrew c ••In rm ndeThird Parry:Yes
Design Pressure: N/A (Evaluation Reports !
Other: See i-etc?ia_iCi dral:ines t,-r1J,:✓ab'= i
;:sp=_n pressure..,.mbinaaors and addivolimitationsCr<a ride nJe . 1 h`r Fa-y' Yes i
3sr5-._ _
� .. �.c;� !.Lame MHEsile lmDact Pesistanr Ac- rdi-r S^'f` _ 1
Limits of Use f1ristallation Instructions
Approved for use in HVHZ:Yes l
Approved for use outside HVHZ:Yes Verified 3y:-F---_- a-' 6c
J Frank L. Se71:^ 0 ; F.E.?; . .E. C00 e_.,>�4ac
Impact Resistant: Yes Created y Inde er ce•,,Thirdt_
?
t:Design Pressure: N/A Evaluation Reports a, _
Other Seelrisraliati - drawincs fir cl;ov;ab:e =
-:
=�=n- assure combinations and add l0:,=1, nsv
_ ct J by JeJ t T,rd Party: Yes
!?5757.3 lf;E.A. Esse^rici.acilltles Accordion (Aluminum c —radion shutter aDpro:'ec ur,t:'missile levei
( II E for use% ::h essent,al facilities and :rind zone c 1:
aDDN--ations.
Limits of Use ;Installation Instructions
Approved for use in HVHZ: Arc ^"`
Approved for use outside HVHZ:Yes_,-_ �en'i_bLr 15..j -,b 7ndTy;�EOr
— - -- —
impact Resistant:Yes Created by Independent T!ird Pa--y: Ye -- —- - --
,E Design Pressure: -110/-126 iiEvaluation Reports
Other: See product drying for additional in I n
anchoretc:
. - __•lir _� �ILn. :•M1C•'1'C �`fe: -2:i ha"._--_' � �II`P<'1: - ��� -
' qpe�ic._.,._:.,..,a:=E.', .=��_ ever. ^vrt_nf?0'7-_ __D`.ELP_ Fip =riv. •s'a?mgnt _=_ss. •Sa: ent - -
aw,_ a....._-as are p;J :.e _ y'Mf d:n::.an:Y=7 act ress re:1E=- .inE!se
D.`: -e o E t'i yr - -_-
c by Es-
i•r` r :'sSC i`thennave une.7111E o
t^
t{ a 1 -•:i .e.. _1_._...riJEJ_,rf:1i,
re ,...
_ ., -,. n-t i,Ish: sJ=�i�2 _5..,_ _...2 :I_2r�n.a_.,_-J_.. .�_ ,an a„as.
.__._rmr1e!r YJU an:a 7:z_..sv unc;e. fc _, S.,please djC, __ .•_.
Product Approval Accepts:
I k E
hLtp: i��,���.floridabuildin .org;`1,r;`1,r._apt _dtl.asp ?p3IaI7�=��CTE1': ��' tDc�v ... 414;'-'016
MtOfy4/O.P.E.
-- ----- -- �7.� $S-T-REAM L-I-N-E--S-H-U-T-TE-R_
GENERAL NOTES:
FOR USE WITHIN AND OUTSIDE THE HVHZ
' No.46J
I. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING =
CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOC11YgHURRICANE ZONE,AND THE
INTERNATIONAL BUILDING CODE((IBC AND INTERNATIO1fAL RESIDENTIAL CODE(IRC).THIS SYSTEM UNLIMITED WIDTH : -O x
MEETS MISSILE LEVEL"D"AND IN ES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. A �n
SEE PRODUCT EVALUATION REPORT FOR MORE INFORMAT19N. SECTION
2, POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED!FOR USE WITH THIS SYSTEM SHALL BE
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE TOP TRAEki
REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE 0/ LCL
FLOWIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL 7O THE POSITIVE OR NEGATIVE DESIGN o
PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. (� }v w d
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/EI996/E330.
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMYM TESTED PRESSURES DIVIDED BY A 1.5 <6 w o
SAFETY FACTOR.
S. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND Z H o LS z
ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW W w 3 m
CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITYrHAVING JURISDICTION. ce y 3 a
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND uJ p w v
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD'ANCHOR DESIGN. 5 a
7- DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE «w a
DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR
WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7f A DIRECTIONALITY FACTOR OF Kd-0.85
SHALL BE USED. E z
8. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT:PROVIDE INFORMATION FOR A SPECIFIC10 W
SITEa G
bT, 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL w G'
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME
PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER ' w
¢ THESE APR THE FLORIDA ADMINISTRATIVE CODE. @ � M+'��`�`��i °
SD. THESE APPROVAL DOCUMENTS ARE FROM
THE
TO DI APPLIED BY THE CONTRACTOR PROVIDED THE 4 -�L' m
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR _�q Cl
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. lvrm
o a
It. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL Z m 2
DOCUMENTS. HURRICANE PROTECTION � � U<
12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING. BOTTOM
OFFICIAL MAY REp%IRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIUTNED DATED AND TRACK \7 Y
e SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE
DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRAATING HIS/HER APPROVAL. LOCKING MECHANISM,SEE J
13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE F LLOWING MINIMUM TYPICAL PLAN VIEWS = o
INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION
FORT LAUDERDALE FL 11
MISSILE LEVEL D-ASTM E1886 E19?6&E330 1 SHUTTER ELEVATION
TAS 2QL,202&2d3
FLORIDA BUILDING CODE APPROVED N.T.S. EXTERIOR EtEv
14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLLfOY,U.O.N.,WITH A MINIMUM Fy OF 25 TABLE 2:
15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS
MINIMUM TENSILE STRENGTH OF 60 K.S.I.,U.O.N.POP RIVETS SHALL BE 1/4"13 OR 3/16"13 5052
ALUM.ALLOY. NON-HVHZ ESSENTIAL r"
16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSI TING OFTHUMBSCREW,PUSH LOCK OR HVHZ n
BOX LOCK AT CENTER OR SIDE CLOSURE. i FACILITIES x
17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REUIRE. SHUTTER Y �
18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS
.
g 19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN,RADIUS OF 10". SPAN
€ 20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH, 5 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE
21. AL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. _ GRADE GRADE GRADE GRADE o st 0 ,
22. SHUTTER MAY BE INSTALLED WITH UP TO()ADDITIONAL BLADES OF SLACK. 72" 2.114" 1-SIB" 2-318" 1-S/8" p tl
23. SEALANT SHALL BE USED ON ANCHORS OR RACKS WHEREVER WATER SEEPAGE IS POSSIBLE. §L
99" 3-1/2" 1-718" 3.5/8" 1-7/8" " g
TABLE 1: 120" 4.118" 2^ n-va•
A TABLE 1 NOTES: i
G 1. DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-718" 2"
ACCORDION SHUTTER SHUTTER PAN SC}1EDULE'ABOVE ARE
TABLE 2 NOTES: 1114 4 .8 �
SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES I. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA. CC@YNCSI MMLB41fi+1 P.E.
AT EACH RESPECTIVE SHUTTER SPAN. 2. NON-HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY
POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FLDRT6Ji,'- 15-2339
SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND
E
SHUTTER DESIGN DESIGN BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ PROVIDED THAT SHUTTER HAS A SCALE:
SPAN PRESSURE PRESSURE ` PAGE pE5CA7PTi�N! -
Pi SFl PSF SPAN SHADESIGN IU.BEURES USED.OR Tf 4E NEXT HIGHER 4, INSTALLATIONS 0 SPIN WIOND ZONES AI THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL
72" 100 100 I HAVE 2-718"MINIMUM SEPARATION FROM GLASS WHEN g 30'ABOVE GRADE,AND 1-5/8"WHEN>30`
ABOVE GRADE. °P
99" 70 70 S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE
120" 63 53 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED.
6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM
144" 43 40 E1996.09.
a i
{
i
i
I
EP.Mty��l BEtiNAN60,P.E.
PRO§87d"MAX
RIES
2.874" I
0.115* � •
0.080" O
0.062• 0.450" _
"o 0 0.125" 1.708" 0.100' 1.830" 0.462" .:•
ry 1.708" 0.100' N 6 1 --i• i_ 0.080" 0,063"
0.195"
01.r0i5 I(1^95'
0.045" " __I_•^' .09"-I 2.820-
or
.8,2.�0'
0N D.OG2"-�-L 11..9O0b89'
't 9,��-r•r4rG'�•600.63000630L - .0600.0700. 0062"
0.125" "i 3.943
0.630" 0.062' .63D' 0.062• "143 0.0�
60.971' 0. 71" O. 43'
7oT-4 i•s
w6YNiq vmw
^•,meg
.T
.
000 60" D.OG 0.630Ob" >U0.062 �0p" .204 C
1.069" - ZLSUPPORT LEG OPTIONAL-/ z ou
zo
5.745"MAX. 5.745"MAX., oz
y
1.1 WALC�.r' O BUILD OUT WALL E a STREAMLINE GEILING TRACK O4 STREAMLINE WALL TRACK O HEAVY HEADER/SILL LITE HEADER/SILL e W u
_ CAL"E,HALF SIZE SCALE-HALF SIZE '' SCALE,HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE *�+a
� - a
WHERE SHOWN,SCREW BOSSES I
ti &FELT GROVES ARE OPTIONAL �+
ON ALL EXTRUSIONS
0.874'{- }---•-2.655" 0.875"
2.145' i i I 0.510 2,145" 1.230' rw'
1.29"
a .
m 0.1 . 0.0n60"
-:10-
0
5
0.75"
m T
r-2.655" K13V I &1-36t10.105" I4.84"
1.069" u 4.510
w i1.069" 0.0E
75 }
044.510' 4-- NOTE:TESTED THICKNESS OF o"i q1pg;i
LL
0.0-� ��--3.506"--� EARMETAL WJO PAINT IS 0.034"
& 4.510„
up 7�SILL t--*� SILL ADAPTER g EXTENDED SILL }0 EXTENDED SILL ADAPTOR ij ADJUSTABLE SILL BOTTOM 13 6.8 STREAMLINE SLAT/BLADE �Q p'
g SCALE,HALF SIZE v SCALE,HALF SIZE SCALEi HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE 311
SCALE,HALF SIZE { ,
lik I
a iC
a
(1( 0.080 �0.477" 1.570"0 510"
06.' 4
.070"
0.143" 0.14Iy0.5901, 0.341" 0.245"
iaa
1.706" 0.143' 0.096 3
i
0.060"
0.115" 0.080" 0.117" a
4.753" `° @
y I N
0,090" 'O 0.096"
A n
N b
2 4,510"
1-0.160" N I 0.460"
I � 0.080"J07
0.044" 0.227" 0.682" (.630' O.060.';====4
� L COPYtutHff(W[tLOOafWrflOPE
�0 693 15-2339
OTE:THICKNESS OF BARE 2.822 �-1.625"-�-� 0.420" SCALE,
METAL WJO PAINT IS 0.039" pg¢e oEstRiPs3oNi
�g 6,8 STREAMLINE STACK 16 R16US CEIJING HEADER/SILL 6;8=STARTER" I3W WALL SILL CLIP 18b WALL SILL
SCAL&HALF SIZE SCALE,HALF SIZE SCALEs'RAL'F�SIZE SCALE,HALF 512E SCALE:HALF SIZEc.
I 99
I
c
I
Ik
' I
I
I 4
--- 1950" Dcgl
-{F0.125' 0.610" STAINLESS STEEL 280 _ NYLON WASHER OR �,'{GGnt '7r4r
ASSEMBLY i0 ALUMINUM 0.357"
0. 20"@HOLE O r0.450"
"o a o o w If 10%7.•3/d"410 Hi S.S. 0.276' 1 D.
0.880 ` WHNYLO u y c. INSERTS SCREW W/TC ULTRACOTE T----Uri 0.591" '1
ri 0.0 WHO O OC 120" INTO COATING m
1.100- 1-0.240"B.24D" TRACK l N r� ;o
S'
A iV .9
1 -� 1- T TYP TOP&BOTTOM)
0.062'
I NYLON
USHING W/WASHER:
Ij-•---5"MAX. •--j TYP.ATINSIDE ERYAT HEROP. �` 000ttt0.870'...•� 0.750' vwox 1/2" INTERIOR 301NT TOP X 01 154'1 -0.137° rrr7r/7�
CYLINDER-SOLID BRASS,NICKEL PLATEQ 7/16"0 x 1"IID INTERIOR JOINT BOTTOM ! 1V4,'a�
11 EITHER CAN BE USED ON EXTERIOR
1g ANGLE 22 zROLLER�ASSEMBLY HOUSING-ZINC DICAST,POWDER COATED >
SCALE HALF SIZE O.. 24 BUSHING ASSEMBLY DETAIL 2$ BOX CENTER INSERT (� '�tto z 0
SCAI_EPHA'F.-SIZE NOTE: MAY BE KEY OPERATED OUTSIDE .c m q
SCALE+HALF SIZE SCALE:HALF SIZE OS m o
-" OR KEY/THUMB TURN OPERATEDdNSiDE. N p
0.25tl" "� a� �'
� 23 BRASSUSH-LOCK
SCALE:HALF SIZEuj
O)3
80.155' 1.970" 2.125" w
R0.500" 4.000" .! 0.236' 1.742" 0.286` 1.603' 0.267" a
0.500' ;I 0.623" 1.710"
1.224"
0.790" 0.040 0.319" 0.531 0.531" Eo
h
r 0.064" � F��,•j�
o ` 0.28
2.250"- ji 009 n �-
0.250` �T !� c; r0.607: 0.607" I m uNi
0.118" �•0.224"I. t 0.239" +- '.jll- ,n m . rn
�---2.000" OA60" � r O.d96" 0.240" 1"'�y O m
2750"-----� I p-6 o M
27 RAINGUARD 2B DECORATIVE FLOOR TRACK i 1.7se^3 476 ' o.24a" 0?m�m
SCALE.HALF SIZE SCALE:HALF SIZE .1 = 0.160" 1.001 0.062` 0'222,-1 I- `
0.062' }-0.062" -0.176" L1
g 30 UNIMATE-EOCK^• 31 MALE BOX CENTER 32 FEMALE SO CENTER \7b
SCAIEsH'AlF`SIZE->f SCALE:HALF SIZE SCALE•HALF SIZE ( 3❑
8 f a5
:� -11-0.062" o
I v
2 5.500"x 13/16"WIDE '-}0.400" k oc
a/4 167" i 7/16"0 STAINLESS o
STEEL NUT 5�•�-
11-1
If
0.188"
fi 0.125" " 30 n il 0
n ! n
0.189" 5/16-18xi MACHINE SCREW <�Ta I i" 0.43x°
•�--- 5/16"0 INTERNAL STAINLESS STEEL n 0.121" 5-
1 �S a
S i- 4.500' -^-}0.689" POWDER COATED,ZINC DIE-CAST THREAD u I
-•�^` { HEADS TYLE VARIES 1.050'
DE TA MODEL 2022 SECTION A I 36 , LOCI<_ADABTER 37 T-SCREW INSERT 3g THUMB SCREW
iND�STRIAL SYSTEMS OPTIONAL SCALE:FULL SIZE SCALE:FULL SIZE ^ D •" g
35 BOX LOCK sCALE:HALF SIZE 0 0.254^ 400 40b 40c "
0.319
SCALE:HALF SIZE 1- END STRIP 1" o s I�s m .
2" & 3" EXT Q q
.i 1.500"-t 0.125" -11'0.125"SCALE: HALF SIZE 4 6 " 5
iE 0.050" b
0.093" aOa tE y
0.125"
o a6
� 0.085" o Maw 19
p 0 0.125" [OP77UGIRf$HML68dUADOPF.
0.250" c i $ 0.093"
0 o.oas" M 15-2339
E SCALE: -
E � �� PAG$V$SCRIPRQN:
7.000" w
2X7 ANGLE 0),ALF.v.1""-=END SUR IR 21 1.5"x3"x0.093" ANGLE 25 2"x3"x0.125'• ANGLE 99
39 15C'AA�'L_EjeHALF�sIZE'-�f SCALE,HALF SIZE SCALE,HALF SIZE 65)
@ 5CALE,HALF SIZE �'
� j I
i
i
i
! .
�
'
'
,
i | ^
|
| i
C5 CONNECTION TYPE
REFERENCE ANCHOR ,,-EXISTING
SCHEDULE FOR MAX. STRUCTURE
n: SPACING
woo Cl CONNECTION TYPE 5-MAX. 1/4-20 MACHINE DOLT
GLASS mw�' GLASS O.C.OR
z
OR DOOR 0 U(L OR DOOR REFERENCE ANCHOR19 WINUT(M 12
. >., SCHEDULE FOR MAX 014 SMS P G"D.C.
wo 0
,0
1 /211 (TYP.TOP BOTTOM)
4 z I X SPACING
M M,
3x w i MR w
MR vi-m w GLASS
X )< /2"
.'
.--`4;
1/4"-20 THAU BOLT W/ MASS ON Cl2 1,
x
LOCK NUT 12"O.C.OR PARATI- <3� 014 x 1/2"SMS IZ"D.C. ;EPARATI
PER
M POP el
112 x PER L7 i OR 21/16"0 ALUM. TABLE 2 0
1/2-SMS 12"D.C.E.S. HLE 2 Z i RIVETS @)G"D.C. OR 1/4"1211 0 R
OR 3/16"0 ALUM,POP TA I I ALUM.POP RIVETS @ 12"O.0
RIVETS(01 6-D.C. E.S.
>Q txu
R 1/4"0 ALUM POP RIVETS L ANDLASS ff. U
@ 12'.D.C. ASSEMBLY 1/4" FROM PIN SEPARA71ON D Z
5
❑
"U
L'u"'
MAX,
I'j
OR
'ASS
MAX.A F 'P '7�0"`
TM
'4-M X'FROM
MAX.
lli� a cc
GUIDE 0 SH'
ITYP-)
WASHER T
O.C.
Typ'
GLASS lu
1/4"MAX.FROM PIN p. GUIDE T SHI a PER TABLE 2
1/2"TY F_ x 0
E.S.�9 AND 1@0GUIDE P
WASHER(TYP.) d
ASSEMBLY 2
EXISTING CONCRETE, �3 CONNECTION TYPE OR DOOR
. -1/ld /'__ L__OR REFERENCE
)I2C3ZI_
.1=C A
WOOD FRAMING E"'CE Al
TTP.
y//I EDGE MaE, F ANCHOR LU
P.
-0,
HE.
4 CONNECTION TYPE DIS SPACING Ln
T 7
ill MAX.
7REFERENCE ANCHOR
EDGE SCHEDULE FOR MAX.
DIS SPACING AS SHOWN w
I In __�OR 6 OR
�C3 CONNECTION TYPE IN DIAGRAM ON PG.9
REFERENCE ANCHOR (pj 0 6
EXISTING CONCRETE, FROM PIN
SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING
SPACING,ALT.FASTENER! GUIDE TO CUSHING
LOCATION.FRONT AND Cl CONNECTION TYPE WASHER tTYP.) I.
REFERENCE ANCHOR
1/4
BACK ANCHORS NOT REWD INSIDE MOUNT SECT16N SCHEDULE FOR MAX..
WITH THIS LOCATION I
PIN`GMAX.UIDETO FROM SCALE 3"r 1*-0" SPACING
bu --05 CORRECTION TYPE
BUSHING WASHREFERENCE ANCHOR
A
A INSIDE MOUNT SEbTION SCHEDULE FOR MAX.
ITYPI I I I SCALE.3"�l'-0"
EXISTING CONCRETE. SPACING
BLOCK OR WOOD FRAMI EMBED.
j CD BUILD OUT MOUNT SECTION
SCALE,3".T`-0"
TYP. BOTTOMEXISTING CONCRETE�
BLOCK OR WOOD FRAMING
/--EXISTING ZZ
EDG Sj
TIO—TE,FOR DETAILS A.B.0,AND E ON THIS S 4 CONNECTION TYPE
t THE BASE TRACK MAY BE INSTALLED IN SECTION REFERENCE ANCHOR EMBED. PREFERENCE ANCHOR
TYPE
WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS
UM OF TWO SETS OF ANCHORS AND ISA SCHEDULE FOR MAX. �REFERENCE ANCHOR -d
A MINIM SPACING SCHEDULE FOR MAX.
M OF 12"LONG.THE SILL OR CEILING TRACK
MINIMUM SPACING
USED WITH THE BASE TRACK MUST BE CONTINUOUS
ry OVER THE GAPS BETWEEN SECTIONS. 3 16
1/2"
GLASS
OR DOOR MR Z)
2: cc
GLASS 13
In-sms p EPARA zm�
UG x a
00<
Ix -."2.-OR 3/16"El ALUM. PER
1� I- GLASS OR MR GLA X z
I.-W:)3 1 POP RIVETS @)6"D.C. TABLE
I-T 3:D O.C.116C .< - 2 m<
I I I 1.'llE"l'5A6L PDP P� DOOR-B - I
Pw D.C. Ei
13 zm, R 61 PER TABLE 2 znz�
MR GLASS um
SEPARATION m w qF
zt-
PER TABLE 2 xzox OT AND@ 1/4"MAX.FROM PIE <
TO
1/4-20 S.S.MACHINE (L out BUSHING
SCREW NUT P U, ASSEMBLY 1/21,
U w
121,O.C. P. WASHER(TYP.) U F
0 03 L ADSO " N Im S d 0 !A1/4"MAX.FROM PIN
1/4MAx FROM PI ❑ 1/2-,\
OR R 4 CONNECTION TYPE GUIDE TO BUSHING
WAS ER(TYP.) rE
4 GUIDE TD�EIUSHINLI E ANCHOR
WASHER(TYP.1 EDG REFERENCE
5 IN&CONERETE, SCHEDULE FOR MAX.
EXIST IST.
SPACING AS SHOWN 2i.CONNjE!C;;'ONr-T)PE 15-2339
04 X BLOCK OR WOOD 1 -
FRAMING; EXISTING CONCRETE. 4 CONNECTION TYPE IN DIAGRAM ON PG,9 _RErERENC"NCHOR 'SCALE.
BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX.
OR
x 3"x 1/4"CONT. 3 CONNECTION TYPE 012.1/2"SMS C&12" SCHEDULE FOR MAX. SPACING PAGE DESCRIPTIONt SPACING.ALT,FASTENER EXISTING CONCRETE,
063-76 ALUM.ANGLE REFERENCE ANCHOR D.C.OR 3/16**0 ALUM. LOCATION.FRONT AND BLOCK OR WOOD
lAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS C.)6"D.C. BACK ANCHORS NOT REDO JF RAMING
's SHOWN DASHED) SPACING, OR 1/4"0 ALUM.POP WITH THIS LOCATION
n
RIVETS 12"D.C.
WALL CEILING / INSIDE MOUNT SECTION WA L UVOUTCEOU T
SCALE 3--1*-0" SCALE,3"=l'-0" SEC:TIQN no
SCALE`:3"n 7-0' 1
1�
L t
"R GLASS
Qlly�i 00,P.E.
———GLASS——SEPARATION—----- _Z
OR DOOR— PER TABLE 1
13Dw � \ •.,,,1:,;�• f�4il
a
i GLASS OR
Y Q IA DOOR
GLASS OR MN GI,A55
X N ta 3a V_I DOOR .- SEPARATION *%• z
<S a I MN GLASS a w PER TABLE 2 A••, �)•sv••+,
I ' E F•F SEPARATION iw-m W w ,S1f
I Z F PER TABLE 2 U w F< h- 1f .A,• k'
W� h NS~ « WFQ 111f.0 1"
SNI]
W F
2
�, .. L"2. X I-2:W UU uK.WCri
j I 13 w0: 13 Dau 0 49 0330
/2" 1 f J 0,7 01 CONNECTION TYPE < �0, Z $m w°
1/4"MAX.FROM PIN GUIDE w< REFERENCE ANCHOR E z ry O
I TO BUSHING WAS+IER(TYP.)I 29 <H SCHEDULE FOR MAX. va W .w 3 v
TWO 1/4"0 WOOD SPACING ";yr NI-y 3
LAG SCREWS p1 24" "�'""`- x
O.C.MAX.WITH 2" 4CE?NNECT1dN'�T,YPE1t} .250" W"'
'REFERENCE ANCHOR
THREADED PENETRATION SCHEDULE FOR MAX. D
"T"INTO CENTER OF 2%STUDS SPACING w ti- B
EMB."T' 14 SMS @ MIDSPAN BETWEEN P / /!p N .j 10�
STUDS FOR TRACK TO 1"x 4" 1 / EXISTING HOST STRUCTURE
PLYWOOD& TUBE CONNECTION
STUCCO FINTS x 4"x 125"
063-T6 ALUM.TUBE (�p��
THIS DETAIL TUBE USED WHEN STUD SPACING • i tJ t
DECOLE. EGLDOft ;TRACK`D A L \J SCALE,MOUNTo ILL DETAIL
d EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACINGI m
y��D n
WALL MOUNT SECTION THISDETAIL
ob °a
,A
SCALE,3"=i'-4" •
AT TOP
a
ACCORDION SHUTTER m F it o
'g PER PRODUCT APPROVAL I- o —GLASS�Mft GLASS r 'o aam a'ri
a = I SEPARATIONOR DOOR 13 � I
n
VI n PER TABLE 2 N N
APPLICAOLE AT TOP ,. n EXISTING W004 SG=p.421 .c
Z Z TRUSS OR RAFTER
h ANO/OR BOTTOM Q a < a @ 24"MAX.O.C. -1/2'-1/2"
2"OR 3" U! ! E VI EXISTING FINISH
I( MATERIAL
g 1/2"MIN. 5 g 1/4"MAX.FROM PIN
BUSHING WASHER{IDE 2"x 5'•x 1/8"6063-T6
y 2"x 3"x 4's"x CONTINUOUS OR :0'61
. 7� (4} ALUM.ANGLE W f THREE I i
6' 2"x 2'x!/B'x CONTINUOUS I/4'•TILE ITYP.) 1/4"0 WOOD LAGw6061-T6 ALUMINUM ANGLE FINISH MATERIAL SCREWS WITH 2-3/4"^ MINIMUM THREADED3/4"PLYWOOD 0.9"MIN.THICK ALUM TRACK XACHPENER."T"INF TR @ S 6
"�'if4"0 A325 GRADE THRU BOLT @ T"D.C.OEACH RAFTER OF TRUSS, Y
FASTENED TO ANGLE WITH 1/4-2 '+ $
ANGLE FASTENED TO 'r, OR 5/16"0 A325 GRADE THRU BOLT @ 12"0•C. 24"O.C.MAX.WHERE �@
MACHINE SCREWS Al 3"FROM E DS '•1
EXISTING 3 KSI CONCRETE -" GALV.OR S.S.55ANGLE EXTENDS BEYOND
Cy
AN9"O.C.FOR Tti BALANCE t HOST STRUCTURE WITH D � 1/4"0'ELCO ULTRACON TO CONCRETE/CMU LAST TRUSS MORE THAN-/
"0 ELCO ULTRACONS AT6", EXTEND ANGLE TO W
EXISTING CONCRET�HOST 1. S"O.C.W/1-1/4"MIN.EMB, a a
3"FROM ENDS AND d"O.C. 2.1/2"MIN. STRUCTURE(3000 PSI MIN) ;' OR 1/4"0 LAG SCREW @ 9"O.C.W/1-7/8" NEXT TRUSS. rw-w 0
• FOR BALANCE WITH 1%" •i• MIN.EMB. IN WOOD S13=0.42.TO 0.55, 1-Vi I a Cs #
3, MSN EMBEDMENT AND 21'z- MAX.DESIGN LOAD AT 5'-0"MAX SPAN: I 13 > M w w -e BggR
} MIN EDGE DISTANCE, 162 P.S.F. XI
STING C NCRET£, _}Z w §d pR
STAGGERED WITH 3"MIN. HOLLOW BLOCK OR �t7 O VI< ftY*fRb•1{IitV7IXL$Uti4E00PE.
MAX.DESIGN LOAD A76'-0"MAX SPAN: WOOD FRAMING.SEE N 2"x 5"x 1/8"CONT. X w a x
SPACING,TYP, 52 RS.F• ANCHOR SCf;ED. ALUM.ANGLE(6063-T6) <s 0 a 15-2339
BASED ON TYPE OF 6 N 6CALEt
BUILDOUT MOUNT TRUCTUREi
HO IT L < PAGE t7R5CRIPSION..
SCALE,NTS IMAX.DESIGN LOAD:72 P.S.F.}
PASS THRU DETAIL
Hb SCALE.3""r-o" k,2 J TRUSS MOUNT SECI1ON b 9
' �•�,/ SCALE.3">1'-0"
i
EXISTING HOST ALT.LE I G DIRECTION
STRUCTU E 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 1/2" SPACING,AND 3-MINIMUM EDGE DISTANCE ;4p
EDGE OF SHUTTER fSHUTfER BLADES � I.
ZSEMBLY
TOP OR BOTTOM AX —(2)6063-T6 ALUMINUM
//'ANGLES PER BEAM END,SIZE
EMBED. 1/2!' PER SPAN TUBE SCHEDULE
SPAN TUBE PER
ACCESS HOLE DESIGN SCHEDULE
EDGE 1/4-20 MACHINE DOLT W/NUT Co
OF ACCORDION z z
SHUTTER BLADES u 12"O.0 OR#14 x 314'SMS 6'O.C.
3.5"MIN 01iL 5,10
TYPICAL 1/2"MAX.
IA'T
i
Ii It Q�106 0
EDGE
2.875-0 HOLE(TO RECEIVE DISTANCE
ROUND WINDOW ASSEMBLY) MIN.GLASS 13 z 9 Z 4
EXISTING0= w
W
MAXIMUM OF 3 WINDOWS SEP11111210H, 0 2
PER EVERY OTHER BLADE GLASS,OR rL t�
t DOOR 3:
0
I I u uJ
3"MIN ugg
fig_ z LIGHT-N-VIEW WINDOW EDGE 1/2'MAX
N.T.S. EXTERIOR ELEV DISTANCE LI DI E
IT/
_4gU11AX DM PIN GUIDE
BUSHING
ER ITYPA
ACCESS
114-20 MACHINE BOLT W/NUT 0)
1/2' OLE 12"O,C OR#14 X 3/4"SMS 6"O.C.
2.875*0 HOLE TO ---SPAN TUBE PER
RECEIVE ROUND EMBED. DESIGN SCHEDULE
=,23 s
WINDOW ASSEMBLY (2)6063-T6 ALUMINUM 0 �1;1�I
IIIIII AX. ANGLES PER BEAM END,SIZE C.
PER SPAN TUBE SCHEDULE
EXISTING .112.
HOST SCHEDULE FOR
DOLTS SEE BEAM
STRUCTURE FOR REQUIRED NUMBERS
fi E
I 1/4"ALL POINTS SOLID SET ANCHORS WITH 718-MIN 2:a
EMBED IN CONCRETE OR HOLLOW BLOCK,3-MINIMUM
SPACING,AND 3-MINIMUM EDGE DISTANCE w
0.032" 0.032' MAX.DESIGN LOAD:k 72 PSF
3"), SPAN TUBE SECTION
r 0.196"
13 VERT SECTION
4S.— SPAN TUBE SCHEDULE
ry ALLOWASLETUOE NUMBER OF NUMBER OF MINIMUM ANGLE
TUBE SHUTTER SPAN THAUBOLTS ANCHORSPER LENGTH
ROUND ANGLE
E SIZE SPAN
+ WINDOW —To—p ,I 80,5T&T _i6Pr6oii6M iofTom
L,Z'L ASSEMBLY TUBE T TUBE TUBE TUBE TUBE TUBE
001 3f 135�Z' 2
2'xS-X ..IL I ... _1_4- _'_.7:.
--!�. Ila
0.125' 00 103.91 2 3 7Z
123" 09.9" 94.4" 2
AT
E Z'x 60' t29 1- 37'
2S* - 114.8- 124.1- 2 3 +i"-- I-
GA1�1 1028, 10906' 2 2 d 4 16^ 10, °5 q4q
198.0' 2 2 3 3 7.
1
2 3
]
2
02,875* 03.250�' i12J" 1 21 21�'i I 2 !3� zt
10"
.0.6" 2' 2 4
LIGH1 TI-N-VIIEW WINDOW 4
CCPYPJ"fN1ML8EhWRWPf.
29 N.T.S. SABIC PLASTICS SLX1431T-UL-94VB SPAN TUBE SCHEDULE NOTES:1. 2X3'XI/4"us _T_x_xfT4-ANGLES FOR 2-x5-&2!'x6"BEAMS, 15-2339
E " OR F
2. USE 2"x5"4/4"ANGLES FOR 2'x$"&2'x10*BEAMS. SCALE:
3. USE BEAM SCHEDULE FOR DETAIL 3/8, PAGE DfSrAIPn0Ni
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
(
ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS 2),13LADE W/ ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS,
vN.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.'
6. LAP BEAMS ARE NOT ALLOWED. (o
7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM.
1
_ ANCHOR SCHEDULE: CONCRETE
12.5"MINEDGE DISTANCE
G SvansiV61Tv16*=0" Spans Ua oll �+•V`ti�.]. '7 5
LOAD !CONN-TYPED' CONN TYPE CONN TYPE
O ANCHOR (PST) + 1
z Cl GC2It C3 C4 :eCS)b Cl.aC2s Q C4 E91,Cl C2 C3 I C4 I CS -
,._-.1/.4d'ITW TAPCON OR•ELCO
e43a 16.011 TOID�'15.01•16.0•'16:0'4 18.0"16.0..90" 13.01 16:D"16.0" 9.5" 5.5" 8.5" 14,5"
UL'fBACON Wt M 1�3 i 53 16.0"Sb.O"10.5"14.5,46,0"18.0"12.0" 7-w 10.5"16.0"15.0" 7.S" 4.5" 7.5" 10.5" •+Q,". �F ,Ct
EMBED(3192ps1H[N-CONIC_) 62 16,0"A6.0" 8.S' 12.5"16.0"Ifi_0" 9,5" S�5" 8.5" 15.0"15.0' 7.5" 4.5" 7.5" 10.5"
I• ..,.--_.,.v 70_46.0"13.01 7.0" i.0"16.01 45:5" s.o" 5A" 7.5' 11.5"i5�Q" 7.5" 4.S" 7.5" los" 7 /�B COM13INATION r""r�A � M� � A
" 100 15.0" 7.5" 4.5" 7.5 10.5"25:0" 7.5" 45" 7.5" IO.S"15.0" 7.5" 4.5" 7.5" 10.5" 2 x 5 7YP 4 / 10 COMBINATION ffffj t •I��C,�+ �'`
A3 16.0'16.0"i50"16.4"16.0"1&0'16.0" 9 " 13.5"16.0"16.0" 8.5" 5.5" 9.0" 13.5" j(// k J
SjA"MI1tENtUM MRtFh57 F (Hm o U
WITH 1-3/4"EMBED(3275ps1 53 16.0"16.0"11.0•'15.0"16.0"1fi 0"11.0•' 7.0" 10.5"16.0"13.5" 7.0" 4.5" 7.5" 9_5" O w u W Y
MIN CONCRETE} 62 16.0•'15.0" &S" 13.0"I60"16:0" B.5" S.5" 9.0" 13.5'13.5" 7.0' 4S" 7.5" 9s" 1,` -
• 70 16.0"12.0" 7.0" 11.0"16.0"14;0" 7.0" 45" 8.0•' 10.5'13.5" 7.0" 4.5'_ 7.5" 9.5" d W
500 23.5" 7.4" 4.5" 7.5" 4.5' 135" 7.D" 45" 7.5" 4.5" 13`5" 7�0" 4y5A T.5" 9.5" .0 07$W$g
1/4'F.LCO CRETEFLEX SS4 43 16.0'16,0"16.0 16.0"16.0"I6)b'16.0"13'5•'16.0"16.0"I6.tl"12.5' 8.0" 13.0"16.0" Z N 10
x5 TYP. 2zSiTY ,i�,5p,3 �
W(2'EMBED(3350pS1 FIIN 57 36.Q"16.0"26.0"16.4"160"16:0"16.0"iD 0"55.5"15.0"16.0"20.0" 6.5" 21.0"140" W
CONIC) 62 16.0"16.0"12.5"16,0"16.0"1610"12.5"
lLSLl.L"' 70 16.0"16.0"10.5"16.0•'16.0"161"40.5"T:D"11.5"15.0"18.4"10.0" 65" 21.0'14.0_ o w m y
g 100 16.0"10.0" 6.5" 11.0'14.0"16.01 10.0")6.S"111.0"114.0"116.0110.0" 6s" 11.0"14.0" �0 w� Pa.
6: Ili"MIN EDGE DISTANCE NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING.
Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 C5 SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE:
e 1/4"ITW TAPCON ORELCO 43_16.0"16,0"_7.5" 8.0'• 16,0"16:0"16.0•' S.0" 5.5" 16J0"16.0'• 9,0'_ 3.0" 4.0" 14.01' -C2 CONNECTION TYPE USING PIECE O WITH OUTSIDE I�
cn ULTRACON WITH 1-3/4' 53 16.0"16.o" 5.5"5.5^ 116"16:0"12.0" 4,5"ib.0"34.5" 7,5" 10.0" ANCHORS ONLY n
d EMBED(3192ps1 MIN CONC) 62 16_0"15.5' 4,5" 5.5" 16.0"16.01 9.0" 4.0" 14.5'14.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE(1)WITH H
70 18.0'225" 4.0" S.W.• 16.01 mr 75" 21.0"24.5" 7.S" 10.0" OUTSIDE ANCHORS ONLY ILI
.... .. .._. i0o-14.91 'is"%/%/�j%/1o.0"i4s" ].5: '10.0"14.5" zs' 10.0" 1
114"MILLENIUM MILtFAST -43 S6.b'"16.0"it.41.13.5"280'36.0"13X" 6.5 9S' 16.0"13.0' 7.0" 4.0" 6.5" lO.S" u1 3
WITH 1.3/A'EMBED(3275pS1 53 16.0"18.01 8.0" 13`0"16.0"16.0" 9.0" 5A" 7.5" 16.0" 10.5"5.5" 5.5" 7.5" ANCHOR NOTES: �V
6 MtN CONCRETE) 62 16.0"53.5' 6A" 9.0 16.0"13:5"70^ 9 6.5" 11.0"10.S" 5.S" S.S" 7.5" =P•6-'t p
8.0" 16.0"11.5" 5.5" 5.5" 8.5" IO.S" 5.5" S.5" 7.5'• A. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING y 8 0 n
ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE
100 10.5" 5.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" 10.5' S.5" 5.5" J.5" UNITED TO THOSE SHOWN IN TABLE i(Pg 1). 7��Iwr o v
I/4"ALL-POINTS SOLID-SET 1'j i/4"MIN ECIGE DISTANCE _ �2 ' m
2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, m d
S
ANCHOR W(7(B'EMBED& Ct C2 C3 C4 CS Cl C2 C:i C4 CS CI C2 C3 C4 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR ti Z
iJM1-70 55 MACNttIE SCREW 43 16.0"46,6" 8.5" 20.5"t6.ff:t6.0"52.0" 5.5" 7.S"16.0"I2.5" 6.5" 3.0" 5;0" 20.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER O pd
(3000ps1 MIN CONIC) 53 16.0"15.0•' 6.5" 6.0" 16.0"36.0" 8.5" 4.D' 6.0" 15.5"10.0" 5.0" 4.0 7.0" THAN OR EQUAL TO SHUTTER SPAN.
62 16.0'11.0" 5.4" 7 6" 16.0"22.5" 6.5" Z"• 5.0" 14.0"10.01 SA" 4.ff' 7.0` 3. SEE 14OUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE.
3 +� 70 16.0" 9.0" A.5" 6.0" 16.0"10.5" 5.5" 3.0" 9.0" B.0" 10.0" S.o" 9.0" 7:0"
4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM G90 itOLLOW CONCRETE Ile $
f3"MINIEOGEtOiSTANCE BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER v
I/4"ALL'POIFTS!SOUO-SET .._ ANCHOR TYP-BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE
I�NGHOR Wji7(BHEHBEt)8. Cl C2 C3 C4 CS Cl C2 Q kc`1 CS Cl C2 Q C4 C5 CONNECT)ON.YPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF
+ 1 R �ACHINE.SCREN! 43 16,0"18.0"16.01 16.0"16,0"16.0"16,0"11 S"I¢tpµ'16_0"16.0" 11.0" 7.0" 11.0"16.0" CONNECTION TYPE. rr",
.3 (30QOp51'tdlN CO_NC).,J' S3 16.0"36.0"23.5"16.0"ib.o"I6.0" 8.5" 43.5'46:0" 12.0" S. 'ALL CONCRETE ANCHORS SMALL BE INSTALLED TO NON-CRACKED CONCRETE t
b 62 16.0"16.0"10.5"16,0"16.0"Y6.0"11.0" 7.D" 11.0 16,0"16.0" B.5" 5.5" 9.5" 12.0" ONLY.
70 16.0"15.0" 9.0" 14.0"16.0"16.0" 4.0" 6.0" So.O"13.0"16.0" 8,5" 5.5' 9.5" 22.0"
- 6. THE CONTRACTOR IT RESPONSIBLE E ENSURE THE ANCHORS ARE INSTALLED
2p0 16.0" 8.5" S.5" 9.5" 12.0"16.0" 8.5" 5.5" 9.5" 12.0"16.0" 8.5" 5.5" 9.S" I2.0" 1N ACCORDANCE WITH MANUFACTURERS'P,FCOMM[NDATIONS.EMBEDMENT
r' 2{5(B'MIN EDGE DISTANCE LENGTHS SMALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
214'POWERS SS DROP-IN - FINISHES.
W/1/4.20 SS BOLT AND Cl C2 I C3 I C4 CS I Cl I C2 I C3 I C4 I CS I Cl I Cl I C3 I CA I C5 m
1"EMBED(3000psl MIN 43 16.0"16.01 14.0"A6.0"16.0"16.0'14.0" 8.0' 22.5•'56.0"140" 74" 5.a, 8.0' 11.5'• 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS
CONC) 53 trim,16.0" 9.5" 14.0"16.04 16.0" 9.5" 6.0" 10.0'16.0"11.5"ffl,0"
.0" 80'• VARY.FIELD VERIFY THAT FASTENERS ARE INTO AUEQUA7E WOOD FRAMING " 8
MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD!S ACCEPTABLE ONLY FOR o '4
'p_-_� 62 16.0"12.5" 7.5" 12.0"16.0"14.5" 7.5" 5,D" 8.5" 11.5"11.5" .0" B,o" SIDE CLO�URE PIECES. i o� k6c
91 ��tt 70 16.0"200" E.5" i0.5"16.0"12.0" 6.0" 4.0" 7.5" 9.0" 11.5" .01;' B_0" u Ci TJ u.9
B. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING.FASTENER100 11,5" 6.0" 4.D' 7.0" B.0" 11.5" 6.0" M1.0" 7.0" 8.0" 31.5" B.0" '2
3+IJ2"Mitt EDGE DISTANCE SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN.)WOOD STUD.314'
1/4'POWERS SS DROP-IN EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING, LAG SCREWS SHALL '
m W/1(4.20 SS BOLT AND C2 C3 6 CS Ci C2 C3 C4 CS Cl C2 C3 C4 C5 HAVE PHILLIPS PAN HEAD OR HEX HEAD, gg ggggg
S'EMBED(30o0psl MIN 43 Cl16.6"16.0"15.0"16.01 16.0"26.0"24.5" 9.0" 13.5"16.0"I5,0 7.5" 5.0 9.0" 12.0" 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"FNGAGF,MENT OF THREADS 1N D g
F1 CONC) 53 A6.0"16.0"10.5"15.0"16.0"16,0"10.0" 6.5" _10.5:'16,0"12 otl 60" 4:0" 7.5" 8.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER
tt 62 16.0"13.0" 8.0" 12.5".26.0"25.0" 8.0" 5A" 9.0" 12.0"12.0" 6.0" d.0" 7.5"6.5" HEAD(SIDEWALK BOLT),U.O.N. d 0
70 16.0"10.5" 7.0 31.0"16.0 12.5 6.5" 4.5" B.0" 9.5" 12.0" 6.0" 4,b" 7.5" 8,5" ® DESIGNATES ANCHOR CONDITIONS WHICH ME NOT ACCEPTABLE USES. $ 1
100 12,0" 6.0' 40" 7.5' B.S" 12.0" 6.0" 4.0" 7.5" 8,5" 12.01 6.0" 4.0" 7.5" 8.5" @@
.2"MIN EDGE 01STANCE NUZ10R�VASHERCWSNGNUT�CH ARE REMOVABLE BY REMOVING MACHINE SCREW,
'II SMS W/2"EYEWALL Cl C2 C3 C4 C5 C1 CZ C3 C4 CS Cl C2 C3 C4 C5 COfTW01rtfAWL&&WDOPE
ARMOR INSERT W/2-EMBED 43 16.0"16.0"11.5'14.0"16.0"16.0"16.0" 7.5•' 10.0"16.0"16.0" 9.0" 4.5" 6.5" 13.5" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15-2339(2000PSI MIN CONC) 53 56.0"16. 8S^ 11.4"16.0"160"'22.5" 5.5" 8.0" 16.0"19.0' 7.0" 3.5" 5.5' 2010" _
62 16.0"15.0" 7.0^ 9.5" 16.0'•16.•' 9.0" 4.5" 6.5" 140"14.0" 7.0" 3.5" 5.5" 10.0" 22. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO SCALE[ -
DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED TO INSTALL ehcE DEscRionotts
70 16.0"12.0" 6.0" 0.0" 16.0" 14.5" 7.5" Ab" 6.0" I0.5"14.0' 7.0 3.5" 5.5" 20.0" CONCRETE SCREWS TO BLOCK
HOLLOWNO BLOCK
100 140" 7.0"_3_.5-_7F 10.0"14.0" 7.0" 15" 5.5" 10.0"14.0" 7.0" 3.5" 5"5" 10.0•'
R 12 SS1S W/2.75-EYEWALL 43 160"16.0'•16.0"16.0"16,0" 16,0"16.0"S0."14.0'"16.0"16.Q"11.5" 6,4 9.5" 16._0_' ar
AR OR INSERT Wt 2.5" 53 16.0"16.0"12.0"16.0 16.0"36.o"15.1) 7." 11.0"16.0"16.0" 9.0" 5.0•' 8.0" 43.0'• 9 9
n EMBED(2000;;MI CONIC) 62_ii_-16,0" 9`5" 13.5"16.0"16.0" 11.5•' 6.5•' 9.5" 16.0"16,0" 9A" 50" 8.0" 130•' 0
n 70 14.0"16.0" 8.0" ILS•'16.0"46.0"4 9.5" 5," B.5"
100 16.0" 9.0" 5.0" 8.0" 13.0"16.0" 9.0" 5.0" B.0"
I
I
6
I'{
ANCHOR SCHEDULE; CONCRETE (CONT.) D4gNNQ9p''%
r
1;'; 2_3/16"MIN EDGE DISTANCE 3-118"MIN EDGE DISTANCE
G
Spans To V-'lr + Spans UD 7a 8'-3" Soans Uo To 12'-0" Spans Up To 6'0" Spans Uo To B'-3" Spans Up TD 12'-0'
a LOAD CONN TYPEJi I CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE '
s ANCHOR (DsU Cl C2 C3 C4i CS Ci C2 C3 C4 CS Cl C2 1 C3 C4 i CS Cl I C2 I C3 I C4 I CS Cl I C2 I C3 I Cd I C5 Cl I C2 I C3 C9 I CS *'
A3 16.0"16.0"16.0"1610"16.0"16.0'16.0"12.0"116.0"116.0"16.0"11.0" 7.0" 12.0"16&'16.0"16.0"16.0"16.0"IG.O"16.0"16.0"12.5"16.0"16.0"36_0"11.5" 7.5" 12.0" 16.0" Qf, S z 1
5/lb'ITV/7APCON%L WITH 'Q T
1-3I4'EMBED(2894ps1 MSN S3 16.0"16.0'•14.Q"16'0"16.0"26.0' 14.5" 9A" 14.0"1b.4"j
.0" 6.0" 10.0"12.5"ib.0"16.0"14.5"56.0"16.0"t6.0"15.0' 9.0" 14.5"16.0"I6�0" 9.5" b.0" 10.5"13.0" 7O• ,.'`(V .'
COLIC} G2 L6,0" 16,0"11.5"16.0" IG.O"16.0'i1.5" 7.5" 12.0"16,0" .0" 6.0" 10.0"12.5"36,p"16,0"11.5"[16
1.5"16.0"16.0"16.0"11.5" 7.5" 12.0"16.0"16.0" 9.5" 6.0"
�� 70 16.0"35.5" 9.5" 1510" 16.0"16.0' 9.5" 6.4" 10.5"13.5" .0" GA" SD.O"12.5"t6.0 I6.0"10.0"tS.O"]G.0"[b.0"10A" G.5" 10.5"14.Q"16.0' 9.S' G.0"
loo 16.0' 9.6" 6.0" 1010"12.5"16.0' 9.0" 6.0" 10.0"12.5" .0" 6.0" 10.0"12.5"36.0" 9.5" 6.0" 10.5'13.0"16.0" 9.5" 6.0" 10.5"IN'16.0" 9.5" 6.0" 10.5" 13.0"
5/16"ELCO ULIPACON WITH 43 16.D"16.0"16.0"1610,"16.0"16.0'Z'13.5"16.0"16.0" 2.0" B.0" 13.5"16.0"16.0" 36.0"I6.0"i6.o"16.0"16.0"26.0"15.0"16.4"16.0"16.0"13.0" 9.0" 15.0"]6.q"
T- .._ - - -- -. - L > 6
i•3/4"EMBED(3500pst MIN 53 16.0"16.0"1.6.0"16,0" 16.0"16.0"15.5'10.0"16.0"16.0" .5" 6.5" IL5"1J.S"16.0"16.6"16.0"16.0" 16.0"11.0" 16.0' 16.0"16.0"10.5" 7.5" 12.5"I5�0" _ U'{
CONC) 62 16.0"16.0"JIM;'36x0 16.0"i6A•'12.0" 8.0" 14.0"16.0" .5" 6.5" 11.5"13.5"16.R"16.0"14.0"36.0"16.0"W W' 13.5" 9.0" ISA"16.0"16.0" 10.5" 7-5" 12.5"]5.0"
_. .._.. __. -.. .._70 16.0"16.0"10.5"16107 16.0"16.0.10.0" 7.0" 12'0"14.5" .5" b.5" 11.5"13.5"16.0"16.0"1116.0"56.0"16.0" 1 . 130"260"16.0"105" 75" 12.5"15.0"100 16.a" 9.5" 6.5" 1115`13.5"16A" 4.5" 6.5" 11.5"13.5" .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
3/4"304 SS POWERS TAPPER �� 1-1/2"MIN EDGE DISTANCE _ 3'MIN EDGE DISTANCE_ _ _ y}U1
1V/1-3/4'EMBED(3000pS1 C] C2 C3 C4' CS Cl C2 C3 C4 CS C3 C2 C3 C4 CS CI C2 C3 C4 C5 Cl C2 63 C4 CS Cl C2 C3 C4 C5
g HIM CONC} ,. "_ n _ x
8 43 16.R"14.5' 6.5" B,5". 16.0"12.5" 7.6" 4.0" b.0" 12.5" 7.0" 3.5" 4A" 5.5" 16.0"16.0"33.5"16.0"t6.o"i6A"14A" B.0" 12.4"IG.O"t-0�5" 7.5" d.;" 8.0" 11.5" p w
53 14,0" 8.5" 4.5" 6.51 14.0" 9.0" 4.5" 3.0" 4.5" 9.0" 6.0" 3.0" 3.0" 4.0" 16.0"16.0" 9.5" 11.5"16.0"L6.o" 9.5" 6.0" 9.5" 16.0"12.0" G.0" 4.0" fi.S" 8.5" m w"
h ,n
g 62 ]1.5" 6.5" J.S" 5.54: 12,0" 7A' 3.5" 4.0" 5A" 6A" 3.0" 2-
-9,S
SA" 8.0" 12_0"l2.q" G_R"
T " .. -_..
70 9,5" 5.0" 3.o.. SNOT 1o.0" 6.0" 3.0" 3.5" 4.5" 6.0" 3.0" 'J.0" 4.0" 16.0"Iq.S" 6.S" 50.0"1G.0"12.5" 6.5" 4.0" 7.0" 9.0" 12.0" 6.0" 4.0" 6.5" 8.5" f
S00 6.0" 3.0" 3.D'! 4.0" 6.0" 3.0" 3.0" 4.0" 6.0" 3.0" 1.0" 4,0" i_2.0'• 6.0"_ _4.0_"_ 6.5_" $.5_" 12,0" 6.0" 4.0" 5.5" 8.5" 12.0" 6.0" 4.0` 6.5" 8.5" h
--�II,,� n
ANCHOR SCHEDULE; HOLLt�W CONCRETE BLOCK
j;I MIN EDGE DISTANCE 2-112"MIH EOGE DISTANCE
..STAN.....___�..
t Spans Up To V01 Spans Up To 8'-3" Spans Uo T l0 2._0" Spans Uo To 6'•0" Spans Up To B'-3" Soans Up To 12'•0" -- 0
d o ANCHOR LOAD CONI(TYPE G( CONN TYPE CONN TYFE CONN TYPE CONN TYPE CONN TrPE x o,
{pst}
z c1 cz c3 c4' cs a cz c3 c4 cs a cz c3 c4 I cs Cl I cz I c3 I C4 I cs Cl I cz I Cl I c4 I cs Cl I cz I c3 I c4 1 csoy�M
1/4"ITW TAPCON WITH 43 0.5" 7.4" 3.5". 8.5" 6.0', 3.5" 6.0" 3.5" 11,5 Sb.q" 5.0" 6.5 53.5 B.5" A.5" 3.4 4.5 a 5" AS" 3.0 A.0" }_'G-Tl 0'y
i-214"EMBED 53 7.0" 4.0" ,7.0" 4.5' 4.5" 9.5" 6.0" 3.5" S.D" 9.5" 6.0" 3.0" 3.5" 6.0" 4.D" z +�m tU
62 B.0" 4,Q" 4.5" 8A" S.D"Q 3.0" 4.D" 9.0'_ -�'7 uZI
6,5" 3.5"(� 3.5" 6.5" 4.0" 3.0" 4.0" E�� 4.0"
I/4"ELCO ULTRACON WITH 43 13.0"10.5" 6.5":13.0" i 9.0" 13.0"10.5" 4.5' 6.0" 13.0" 9.0" 5.0" 3.0" 4.6" 9.0" 5.0" 4.0"
1.1/4"EMBED 53 10.5"
U , d-0" 4A" 3.0" o
62 8.5" 9.4" 8__5" 4,5,_' 4.0" 9.0" 5. a
70 7.0" 7.5" 7_0" '3,5 3,5 7.5 d.5" 10 4.0" 3,0" N v
J 1 300 4.0" 4.0" 3.01'
CJi 1/4"MILLENIUM MILLFASY 43 12.5"10,5" 4.0" 5.0-,,12.5' 0.0" 5.0" 9.0" 5.0" 4.0" 13.5"11,5" 5,5" 7.5" 1a.5"I0.0'ti 5.5 5.0•' 10.0" 5.5" 4.5" o
m ANCHOR Wf 7.114"EFtBED 53 30.0" 6.0•' 4.0 20.0" 6.S"f 6.0" 4A" 51.0" 5.S" AA" 5.5" 31.4" 7.4": 4.0" 7;0" 9.1" C'�•�. S
a
62 B.D" 4.5" B.S' 5.0'; 4.01• 9, 5.0"
n
70 6.5"
4.5.,
6
z 100 4.0"
n
" t ji 8 1-114"MIN EDGE DISTANCE _ _ 7.'MIN EDGE DISTANCE
/4'ALL-POINTS SOLID-SET -- _ "---' `
CI C2 C3 C4(' C5 Cl' C2 C3 C4 C5 Cl C2 C3 C4 CS 61 C2 C3 1 C4 CS CI C2 C3 C4 CS Cl C2 C3 C4 CS ■
CI ANCHOR W/7/6"EMDED 6
55 MACHINE SCREW A3 ]5.0"13.0" 5.0" G.0'_15.0"11.0' 6.0,113.0" 4.0" 11.0" 6.0" 3.0" 5.0" 16.0"16.0" 0.5" 30.0 16.0"16.0 10.5 5.0 7.0 16.0 il.a" 5.5 3.0 4.5' 5.5-
1/4-20
° z
53 32.5" 7.5" 3.5" 4."5";12.5'• 0,0" 4.0" 3.5" 8.0" 5.0" 3_5" 16.0"I3 6,0" 8.0" iG.O"14.0" 7.5" 4.0" 5.5" 17.5" 9.0"
62 10.0" 5.5"(%i7.� A0.5" 6.5" 3.0•' S.D" 5.0" 3,5" I6A" 9,5" 5.0 6.5 16.0"i1.0" 5.5" 3.0' 4.5" 9.0" 9.0" 4.5" 4.0" 6.5" HIS
*� JO 0.S" 4.5"Y/ 3.5"; 4A" 5.5" 4.0" 5.0" 3.5" 34'.S" 8.0" d.4" 6.0" 15.5" 9.5" 4.5" 4.0" 7.Q" 9.0" 4.5" se
8 --' r€€
•E 100 S.0" 3.5" 5.0'. 3.5" 5.0" 3.S" 9.0" d.5" .A.0" 6.5" 9.0" 4.5" 4.0" 6.5"
5/I6"ITW TAPCON XL WITH 111' 3'MIN EDGE DISTANCE 4`MtN_EDGE DISTANCE
m
1-3t4-EMBED Cl C2 I C3 C411 CS CI C2 C3 C4 CS Ci C2 C3 C4 CS CI C2 C3 Cd I CS Cl I C2 C3 C4 CS Cl C2 C3 C4 CS i6
43 i6.0"16.0" 9.8" 12.6'•16.0"14.0.. 7.5 I S.0" B.5" 54.0" 8A" 4.0" 3.0" 5.5" 6.5" ap
S3 IVA,NINE15.5" 9.5" 6.0" 9.5" 15.5"10.0" -5.0"% 6.S' 10.0" 6.5" 4,5' •1.5" low 62 13.0" 7.0" 4.5'• 8.0" 13.4" 8.0" 4A" 5.5" 6.5 b.5" 4.5 A.5" G ow
N,..,,,�,� 70 10.5" 5.5" 4.0" 7.0" 11.0" 5.0" 3 C: 10g
tl"� 100 G.5" 3.0" 4.5" A.5" 6.5'• A,5" A.5" 6.5" 4,5'• 4.S" 0 `lyP"g}
1-9116"MIN EDGE DISTANCE 3-I/8'-N EDGE DISTANCE
5/16'ELCO ULTRACON WITH Cl I C2 I C3761,1 CS C! C2 C3 C4 CS CL C2 C3 I C4 CS Cl C2 C3 C4 I CS I Cl C2 I C3 I C-1 I CS CA C2 C3 C4 CS Q'PYRCAl1FFf/GIL@Dgµ�ypp,@,
1.1/4"EMBED 43 12.0"Sa.O" 12.0" D.5" 8.5" 16.0"16T0""(0:5_ 11.0-116.0-1 IS.O" 8,5" 7.5" 15.0" 8_5" 7.0"
16.0"10.5" 6.0" 0.S" 16.4•'u.o•• 6.0" 1652 7.0" 75-2339
£ 62 B.0" 8.q'• I4 A" 7.5" 7.0" 14.5" 8.5" 7A" 7.0'• SCALE:
- Y. 70 6.5" 7.0" 11.5" 6.0" 6.0" 17.0" 7.0'• 7.0" PAy„I gESCIllP114N:
100 7.0" 7.0" 7.0" .
€ iI A 99
I; ANCHOR NOTES:SEEANCHOR NOTES:SEE SMEE�
9 FOR ANCHOR NOTES. Tfl no
�!
1,
ii
ANCHOR ISCHEDULE: HOLLOW CONCRETE BLOCK
---------- '�-)--1- -_
-2-MIN EDGE DISTANCE `tet
h
ANCHOR CONN TYPI'• LOAD 5"-an'Uo To 6'-p" Spans Uo Ta e'-3^ Soans Uo 70 12'-0" may.""(� •• "`•• (1(,.'.?
E CONN TYPE CONN TYPE
x i (Rs0 CS C2 C3 C4 CS C2 C2 C3 G4 C5 CI C2 C3 C4 CS s
012 SMS W/2"EYEWALL l�4316.0"16.0" 75" 9.0" 16.0"IS.S" 8.5•' 4.5" 6. _ _ARMOR INSEFt W/1-2J4" P2bA"205" 54" T0" 16.0 12.0" 5A" 3.S' S.0" 11.0" 7.0" 3.5"..3.5" SA°0m EMBED14.0" 7.5" 4.0" 60" 145" 90" 45" 40" 70" 7Q" 35" 3.5" 5.0'x 11.5 6.4 312.5" 7S" 3.5"' 3.5" 5,5" 70" 3.5" 1.5" 5.0"7.0" 3.5" 3.5" 5.0" 7.0" 3.5" 3.5" S.Q" 7.0" 3.5"�7.5" 5.0" rrr/0�[.� In'
ANCHOR.SCHEDULE: WOOD (G=0.55) 2��F`SW ,X g W
3/4'MIN EDGE DISTANCE >paUU2 w�T
G I° LOAD
Suns Up To 6'-0•' Spans Up To W-3"' Spans Up To 12'-4" <w a Z w d
Lm�w p
ANCHOR (ps0 CONN CONN TYPE CONN TYPE Z R
x Cl C2 C3 TYPE C4 CS Cl C2 C3 C4 I CS Cl C2 C3 C4 CS W Nry W
1/4"LAG SCREWjWITH 1.3J4j 43 rL6.0
26.0"12.5"22.5"16.0"16.0"16.0" 7.5" 9.0" 16.0"16A"14,5" M1.S' 6.0" i6.0"
MIN THREAD PENETRATION 57 16.0" BS" 10.0"16.0"16.0" L6.0" 6.0" 7.0" 16.0"15.0"31:5" 4.0" 5.0" 26.0" In K 3 -1
H---.NiNR12,'a i 62 16.0" 7.0" 8.5" 26.0"i6A"14.5' 5.0" 6,0" 26.0"26.0"13.5" 4.0" 5.0" 16.0" C,w
w
70 16.0" 6.0" 7.5" 16.0"16.0"12.5" 4.p" 5.5" 16.0"16.0"31,5" 4.0" SX" 16.0"
' 1 100 11.5" 4.0" 5.p" 36.0"26.0"li.$" 4.0" 5.4" 16.0"16.0"33.5" d.0" S.0" 16.0" a
n 7/16'WOOD BUSHING ViJTT1' 47 8.0" 10.0"16.0^15_5" 8.5" 4.5" 7.q" 15.9" 8.5" 4.5"i 4.5" 7.0"n1.13"MIN EMBED&1j4-20 53 305' 55" S.0"i-G OF 11.0"-6.6" 3.5" 5.5" IIA" 7.0" 3.5" 4.0" 5A"
S5 MACHINE StREW 52 0.0" 4.5" 6,5" 14.5" 9.0" 4.5" 3.0" 4.5" 7.p" 7,0" 3,5"Y,� d.0" 5.0"
a
70 17..0" 6.Q" 3.5" 5.5" 1L5"'7.5" 3.5',Y 4:9" 5.5" 7.0" _3._5_ 4.0_ 5.0"
- `-+
3 SCREW WITH 3 t00 7.0" 7.5" 4.0" 5.0" 7.0" 3.5" 4.0" 5.0" 7.0" 3.S'/ 4.0" S.0"
O
014 SMS OR 014 W000 47 16.0"16.0"12.5"14.5"16.0" l6.0"15.0" 0.0" 10.0"15.p"15.0"11.5" S.0"_ 7A" 16.0" eA Y
1;14'MIN S3 16.0"i6A" 9.0" 11.5"moll 16.0"15.0" 6.0" 8.0" 16.0"16.0" 9.5" q.0" S. 13.0" _w
THREAD PENET TION
b 62 16.0"16.0" 7.5" 9_$': 16.0"16.0" $.0" 7.0" 16.0"16.0" 9.5" 4.D" 5.5" 13.0" K
7D 16.0"26,0" 6.5^ I6.0"16.0"10.0" 4.5" 6.0" I6.0" 4.5" qT0^ $.S' 13.0"
! 100 16.0" 9.5" 4.0" 5.5" 13.0"16.0" 9.5" 4.0" 16.0" 9,5" 4.0" S.5" 13.0" O
ANCHOR ISCHEDULE: WOOD (G=0.42) +r]Z ism2'°
-Ol 2 IJ a
j 3/4"F11N EDGE DISTANCE coo g p
G LOAD
Spans Up To 6'-0" Spans Up To 8'-T' Spans Up To 12'-0" �,,, w
O ANCHOR CONN TYPE CONN TYPE CONN TYPE � "'j
E 3 g
(asp
x I CS C2 C3 C4 C5 C2 C2 C3 Cq CS C1 C2` C3 C4 CS E 3.
D 114-LAG SCREYI WITH 1-3/4" 43 16.0"16.0"19
.0" .0"16.0"16.0"16.0" 5.5" 7.p" 16,0"16.0" 9.5" 3.5" 4.5" 15.0" � �
MIN THREAD PENETRATION 53 16.0"16.0" 0" 16.0"16.0"12.5" 4.5__S.5" 16.0 15.0" 7.5"' 3.4" 4.0_
a N ( 62 16.0"16.0" .5" 16.0"16.0" 9.5" 3.5" 5.0" 15.0"15.0" 7.5'1 3.0" 4,0" 11.0" 4+
$ o 70 16.0"13.5-114.5" .0" 16.0"16.0" 8.0" 3.0" 4,0•• 11.5"15.0" 7.5' 3.0" 4.0" 11.0"
S t 100 35.0" 7.5" .0" I1.6"15.0" 7.5" 3.0" 4.0" 12,0"I5.0" 7.5" 3.0•• 4.0" IIA"
014 SMS OR 0X4IWOOD 43 16:0"16.0" .5"16.0"16.0"12.5" 5.5" 7.0" 16.p" 11.0" 6`5" 3_S•' 5.D" 10`5"
j f .__. __.
' 0 SCREW WITH 1 3 4"MIN 53 16.4"16.0" ,0" 16.0"16.0" 8.5"'4.0" S.S" 35.0"10.5" 5,5" 2.5" 4.0" 7.5"
O THREAD PEN ON ---ss;' --
w g 1 1 52 15.0"11.5" .0" 16,0"13.0" G.5" 1.5" SA" 1D.5"10,5" 5.5 2.5 4,0" 7.5"
70 16.0" 9.5" ,0" 16.0"1i3O•' " 8.0" 20.5" 5.5" 2.5" 4.0"__..._- Ni*'*. .._
t 100 10.5" 5.5" 2.5" 4.0•' 7.5" 10.5" Ni",S. 2.54.tl" 7.5" 10,5" S.S" 2S" �'
ANCHOR'SCHEDULE: GROUT-FILLED CONCRETE BLOCK g4� a•-9-
E 4"Mill EDGE DISTANCE "o}5 fill G Spans Up To 6•-0" Soans Up TO 8'-3" Spens Up To 22'-0" C` ,Rilf
OAO CONN TYPE CONN TYPE CONN TYPE o 0� 3 n
x ANCHOR (050 C1 C2 C3 C4 CS CI CZ C3 C4 C5 C3 CZ C3 C4 CS bell§"
' 5/16"ITWTAPCON XLW/ 43_16.0"16.0"16,0"16,0"16.0"r14.0"
16.0"15.0"16.0"16.0" 16.0"1510" 9.0" 1d11 16.0" 5�0
MIN.EMBED '--- - - '- 16.0"116.0"
�.16. '-
53 16.0"16.0"16_0"I6_0"16.0" 16.0"33,0"16.0"16.0" 16.0"12.0" 3Z.0"36.0" p b 35
gUONl01o• 62 16.0"16.0"14_0"i6A"15.0" i5A. 9.0" 14.0"76A"16.0"12.0" 7.5" 16.0" a
70 16.0" 36.0"11.5"16.0'•16.0" 12.S., V X
"��
E' . rl� �7.5" 12.0"26.0" IZ.O" 7.5" 12.0"16.0"16.0"52.0" 7.S" 22.0"1b.0" 6,_p? � &
5/16'ELCO ULTRACON W/ 43 16.0"16.0"10.5"14.0"16.0" 10.5" 6.5" 9.5" 16.0"11.0" 5.S" 6.5" 9.0"2.1/4"MIN.EMBEb 1 53 26.0"13.5" 7.5" 11.0"i6A" 7.5" 7.5" 13.59. .L62_15.0"10.0" 6.0" 9.0" 16.0" 5.5' 6.5'. i.0"- v.o•'� 5s•' 15-2339
70 15.0" B.0" S,0" 8.0" " Y S.S'" 7.0" 4.0" b.5" SCALE:
1 f00 9.05.5_ 6.5" 9.0j PAGE DESCRIPTION:
s a z 5.5" 6.5" 9.D" 5.5"
O 2"MIN EDGE DISTANCE
''y ' A16.0"
C3 C4 C5 Cl C2 C3„ _C4_ CS„ ,Cl_ C7 C3. ; CS
012 SMS W/2"EYEWALL j;43 9.5" 1L5"16.0" 16.0"14.0" 6.4" 8,0"' 16.0"24.5" J.S" 3.5" 5.5" 11.5"hRMOR INSERT;Y/2"EM8E0;53 7.0" 9.0" 16.0"16.0" 9.5" 4.5" 6.5" 16.0"11.5" 6.0" 3.0" 4,5" 0.5":,62 5.5" 7.5" 16A"14.5' " " ANCHOR NOTES:SEE SHEETf70 5.0" b.5" t6.0"12.5" 6.S' 3.0" 4.S" 9.0" 31.5" 8,0" 30" 45" B5" 9 FOR ANCHOR NOTES.
too3.0" -.
d
I�
�I
� 1