HomeMy WebLinkAboutProduct Approval Pro ert Information Building Information
Owner: Falcetta Wind Zone: 150 MPH.
Address: .. - 23 Villa'Blanca Exposure.Category: B
Ft Pierce,Fl 34951 ? Minimum Building Dimension: 24 ft.
Mean.Roof Height: 15 ft.
Risk Category: I1
Design Pressure Calculations
Opening Location Device . Device Device Max Positive Max Negative
Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) L Pressure(psf)
1 End . `53 56 7 27.2 -35.5
..... _. ....... __..... ...........___ ........ . . _._....__ _ ..... _......... --__ ...
. _...._. _ ,...-
2 Int 26 39 7 28.5 31.0
3 Int 26 39 7 28.5 31.0
...-- -......._ ..... ......... _. _.. ...... ._.. . .- _ ...__..._ . _. .._._
4 Int 74 55 7 26.6 29.0
.__.._I _ ... ..._..._. ...--_." -29.0
.. __...... ...
.... .. ......_..
5 Int 72 80 7 26.0 28.4
. . ...._.. _.._..._ ___ . .__. ..........__._ , .__..__ _ ..._...... ... .. _.__.__. ............. _
6 End 53 55 7 27.2 35.6
....... __.._ ....... _ _.._ . ..._.... _ . ........ .... ......... _....- . . ... _
_ .. _._ __...... ... _
7 End 53 55 7 27.235.6
....... _........ ........ ........ _.. _ .............__.. ... .... ..---. ._...._ ..---
8 Int 53 55 7 27.2 29.7
_. . . _ .. _ ........ ..:__ ..:. . _.. ....... .. ....
9 Int 53 55 7 .. 27.2 29.7
Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads—Components and Cladding.5th Edition.(2014)Florida Building Code.
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�! ...�_S.nr ;�:}�+in::Sparc::>nr,.r;ucation!ast>Application Detail
W'= FL m FL13757-R5
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Town and Country Industries,
Address/Phone/Email 400 West McNab Road
Ft. Lauderdale, FL 33309
(954)493-8551
tomj@tc-alum.com
Authorized Signature Frank Bennardo
frank@engexp.com
Technical Representative Thomas B.Johnston
Address/Phone/Email 400 west McNab Rd.
Ft. Lauderdale, FL.33309
(954)970-9999
tomj@tc-alum.com
Quality Assurance Representative ;
Address/Phone/Email
Category aSf Utt&s
Subcategory Accordion
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
'€ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who Frank.L. Bennardo, P.E.
developed the Evaluation Report
Florida-License PE-0046549
Quality Assurance-Entity National Accreditation&Management Institute
Quality Assurance Contract Expiration Date. 12/31/2016
Validated.By 'ORLANDO L.'BLANCO, P.E.
F-Validation Checklist-Hardcopy Received
Certificate of Independence- FL13757 R5 COI Index=: df
FLi.3757 'R5 COT 3ndep 3,odf
F11.3757 RS CO- in ep_ouf*
Referenced Standard and Year,(of Standard) Standard Year
ASTM E1886 2006
ASTM E1996 2005
ASTM E330 2002
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'Florida:Building Code'Online Page 2 of 3
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
r _
- - rI_.i..:iI77 !\.'.? E.:sf„tv Ecit.izv_>.D'.iJ` -
F ,7'-7 R_ .E(.}l:i::
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted .04/21/2015
Date Validated 04/29/2015 .
Date Pending FBC Approval 05/06/2015
Date Approved 06/22/2015
.............----........................__..._.__._._.._............._.............._._......................................................................_..................................._..........__..................._................._........-'---' ................_......................_.............._...._. ._....................
:Summary of Products
FL# IlModel,Number.or Name Description
13757.1 116.8 Accordion Shutter Large Missile ImpactResistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use.in HVHZ:Yes R-1375i' R IT '>:rg,jE
Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See installation drawings for allowable FL ;757 f:5 RE EvaiL,. ?'
span/pressure combinations and.additional limitations of Created by Independent Third Party: Yes
use.
$tr@amline Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use. - ' Installation Instructions
Approved for use in HVHZ:Yes :1-13757 R5 II Dwq 2.Dd
Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports'
Other: See installation drawings for allowable �L13757 R5A2Ev l2., if
................ ......-'.._ -,._ ,_
span/pressure combinations and additional limitations of Created by Independent Third Party: Yes
use.
13757.3 E.A. Essential Facilities Accordion Aluminum accordion Shutterapproved up to missile level
"E”for use with essential facilities and wind zone 4
applications.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL13757 RS H:2wg,3_ df
Approved for use outside HVHZ:Yes _ Verified By: Frank L.:Bennardo PE-0046549
Impact Resistant:Yes Created'by Independent Third Party:Yes
Design Pressure: +110/-128. Evaluation Reports
-Other: See product drawing for additional information, FL13757 R5 AE Ev21._3.p
anchorage,etc. Created by Independent Third Party: Yes
Contact Us::1940 North•Monroe Street.Tallahassee FL 32399 Phone:850-487=1824
- The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida:::Privacy Statement::Accessibility Statement.::Refund Statement
_ Under Florida.law,•email addresses are public records.If you.do.not want your e-mail address released in response to a'public-records request,do not
send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact'850.487.1395.
*Pursuant.to.Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department
-with an email address if they have one.The emalls provided may beusedfor official communication with the licensee.However email addresses are public
record:If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.
. To determine If you are a licensee under Chapter 455,F.S.,please click here. ..
Product Approval Accepts:
0 R z h2c "
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`Florida Building Code Online Page 3 of 3
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6. 8 STREAMLINE SHUTTER
GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ
1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING = NO.46
CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE AND-THE _
INTERNATIONAL BUILDING CODE�IB%AND INTERNATIONAL RESIDENTIAL CODE(IRC).THIS SYSTEM UNLIMITED WIDTH -o:, A o
MEETS MISSILE LEVEL•'D'•AND IN LU ES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. _ �1•. �N" tVQQ
SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION." sECTtON 0R v�
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 TITACrki
REpUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE 7q 1 I�j1v
FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN w= >at E-:
PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY,AS SHOWN. >u w€€
3. TESTING WAS CONDUCTED IN,ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. ¢ L0 3
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIV, BY A 1.5 g t m W
SAFETY FACTOR. Z Iv o &
.5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND r -� -j 3 1t
ZONES,IN ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW Illi w n 3"
CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. In3 "y
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND z y Oda w
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN; a o o
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE 'm
a
DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR
WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7,A DIRECTIONALITY FACTOR OF Kd=0.85
SHALL BE USED. z
S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC y a G
SITE. A
9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL w
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME n
PRODUCT APPROVAL.USE OF-THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 0� �Aewafl
TM 61G15-23 R THE FLORIDA ADMINISTRATIVE CODE. F10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE L� o
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM ME p"
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. xilnot
o� r
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL 0?m
WHENTHE
DOCUMENTS.. HURRICANE PROTECTION ) A a
12. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING: BOTTDM
OFFICIAL MAY.REpUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED DATED AND TRACK >
SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE s
DEVIATION.AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. LOCKING MECHANISM,SEE J
13. EACH SHUI`TER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE FtlLLOWING MINIMUM TYPICAL PLAN VIEWS 0 5
INFORMATION; TOWN&COUNTRY INDUSTRIESTYPICAL ACCORDION
FORT LAUDERDALE FL
MISSILE LEVEL D-ASTM E1886,E1996&E330 1 SHUTTER, ELEVATION
TAS 201,202&203 N.T.S. EXTERIOR ELEV
FLORIDA BUILDING CODE APPROVED TABLE z' 1
14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 25
t; 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)SHALL BE STAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS
MINIMUM TENSILE STRENGTH OF 60 K.S.I:,U.O.N.POP RIVETS SHALL BE 1/4"0 OR 3/16"0 5052
ALUM.ALLOY. NON-HVHZ ESSENTIAL
16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR HVHZ v �
BOX LOCK AT CENTER OR SIDE CLOSURE.. FACILITIES
17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS RE IRE.
18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMdVABLE ANCHORS, SHUTTER I �
19, MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10", SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. <30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE
21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE s2 §
22. SHUTTER MAY BE INSTALLED WITH UP TO(2)ADDITIONAL BLADES OF SLACK.
23. SEALANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 7Z' 2-1/4" 1-5/8" 2-318" _ 1-5/8"
' 99" i 3-1/2" 1-7/8" 3-5/8". 1-7/8" ° 8
TABLE is tzo" 4-1/8" 2" 4-1/4" 2"
TABLE 1 NOTES:
5
'DESIGN PRESSURES SHOWN IN"ACCORDION 144" 4-7/8" 2"
1.
ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE
SMAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES:
SPAN SCHEDULE AT EACH RESPECTIVE SHUTTER SPAN. 2. HVHZ:
DEF DEFINED AS AD AS LL.LOCAADE TIONS S OT ER THAN MIAMI D DEUNTY AND BROWARD COUNTY LCOUNTY AND BROWARD COUNTY COPYMMFML.BEVWIPDOP.E
POSITIVE NEGATIVE 2• LINEAR INTERPOLATION BETWEEN SHUTTER FLaxIIJr- - 15-2339
SHUTTER DESIGN DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND scAIE:
BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH R OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A
€ SPAN PRESSURE PRESSURE - PAGE PRSCRIPTION:
.s DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF ZONES I THROUGH
30•'.
fPSPI IPSF) SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 30"SHALL
72" 100 100 HAVE 2-7/8"MINIMUM SEPARATION FROM GLASS WHEN 5 30'ABOVE GRADE,AND 1-5/8".WHEN>30' Magg� ABOVE GRADE.
N 99" 70 70 5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE
120" 63 53INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED.
n 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM
144" 43 40. E1996.09.
e
a
�7971N'00,P.E.
PROJECTION VARIES
0.115°2.874" 4.874"MAX, ` •��i�
'T 0 0.125" 0.062" 0.450^ N 0.080" 0•. S
o - 1.708"- 0.100" 1.
-0.125" 0.062" r'• •* -
N - 1.708"- 0.100" '� _ -r _ 0.080" -0.063"
0.195" 0. 1 0.060" -� - 2.820" - TE v�+
-1 0.060" 0.070" •.• �o v a
..r 0.125" ...*. O.fi30° 0.630" 0.062"� 1.993" 1.908" �i���.°'. J''I �4- `0
0.630" 0.062" ti 0.630" 0.062" I`i I IJ- � �0.14 r 0.0�
0 060"� 1 '0.971" 1. 70"-t 0.971"1 0.143"
0.630 0]
0.062" 0.200" 4 0.062"� � 0.06" � N ti w
I 0.200" 0.630"
r1.069" 1.069"� 0.06 L'' 0.062 /j>tn L�ro z<
II I I V(ub�J �Wo
3.745"MAX. SUPPORT LEG OPTIONAL -1.069"y 0620 ('1.069"-I"1 0.062" 0" W W 3
^�. 5.745"MAX. -mJ
Oj 'WALL �. O BUILD OUT WALL. O3 STREAMLINE CEILING TRACK O STREAMLINE WALL TRACK O HEAVY HEADER/SILL O LITE HEADER/SILL mow"
SCALE:HALF�SIZE:�' SCALE:HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE •+
a
WHERE SHOWN,SCREW BOSSES
&FELT GROVES ARE OPTIONAL G
ON ALL EXTRUSIONS - y
0.874.1 -
m.� 'fnI • " . ' -�'�a• �"vi�Ii -.0.1O0-5" nX 1I 2.655" ry, 0J1I.85O"
2.195" ��0,510" 29..1951.2mry30"
1.229" 0.105" 0.060"
0.75 2,655° . .
X`
O
2.362"
0.105" 4.84"
1.069 9" 0 4.510"
0105 0 `
0075 n .075" 0.044" E zf
.rmcmg4.510" _J0.994"1
_ 0i Q`
TESTED THICKNESS OF ZE
0.781° -
4.510" �-3.506"-� DARE METAL W/O PAINT IS 0.039"
O7 SILL. gO SILL ADAPTER gOEXTENDED SILL 1p EXTENDED SILL ADAPTOR 1 ADJUSTABLE SILL BOTTOM �3 68�SfREAMLINE SLAT/BLADE • s .
g SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HAL'F�SIZE
SCALE:HALF SIZE
s N --4.753"-'
- - r m 0.009.608 0 0.1150.477" 0.34�1" 1.570" 0 510
0.1 06 0.070
XT0.245"0.143" "1.708 0.143" 0
4.753"" 0.080"
�4
0.090"N .o n ®
4.510" N 0.096" .O
{-0.180" 'v 0.080"
I °e
In
0.682" 0.630" 0.060" qqqq 0.080"
. yy4e4e®�
0.044" 0.227 - WPYpICIQFkMO(LEENIURWPE
0.693" 15-2339
E NOTE:THICKNESS OF BARE 2.822" 0.420"
1.625"
_ METAL W/0 PAINT IS 0.039" PAGE oE5tup770111
15 6.8 STREAMLINE STACK 1B RADIUS CEILING HEADER/SILL 17 6.8 STARTER WALL WALL SILL CLIP �gb WALL SILL
SCALE.HALF SIZE SCALE:HALF SIZE SCALE.HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE o��
wiliqlk P.E.
oum
.950"-414
-��0.125" 0.610" STAINLESS STEEL r.280!i'-f � NYLON WASHER OR
ASSEMBLY 4 0" ALUMINUM 0.357"
0.320"0 HOLE o w 0. 50" ltl0.276"
#10 x 2-3/4"410 HT S.S. D.
o 0.880' I NYLON -,g y n m SCREW W/TC ULTRACOTE 0.59WHEEL o O.l20"o COATING "� T S A OFN TYP TOP&BOTiOM 0.062"-�}-240". ( ) ry 'I 4�� 21%NYLON BUSHING W/WASHER: � /i, F a
5"MAX- -j TYP.AT EVERY OTHER 0.870"W 0.750" 7/16"0 x 1/2"Cl INTERIOR JOINT TOP 0.154.,A 0.137"
INSIDE JOINT AT TOP. 7/16"0 x 1"@ INTERIOR JOINT BOTTOM
O CYLINDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR Ilu 9 ul
ANGLE
19 J HOUSING-ZINC DICAST,POWDER COATED >U
22 ROLLER.ASSEMBLY :; O BUSHING ASSEMBLY DETAIL O BOX CENTER INSERT rrnna auk L9
SCALE:HALF SIZE SCALE.HALF SIZE t NOTE: MAY BE KEY OPERATED OUTSIDE 24 ZE 1..11`Xj r m$w g
SCALE:HALF SIZE SCALE:HALF SIZE �7 .,
OR KEY/THUMB TURNOPERATEDINSIDE; - ZC4
w 4 3 S
`-}0.250"
23 BRASS PUSH:.LOCK
1 - SCALE:HALF
SIZE - n N
11.978" 125"
whj�E.
12
�&
R0.500" 4.000" .
.13
. " 1.603" gul
0.500" 0.623" 61.710" 1.224"
0.090" 0.531 0.531"
0.790" 0.319" 60
0.064" 80.2o
2.250"� 0.09 0.267"
,
9"- ro
0.250' 0.60co 0.607" m
08"
.11A0.224" 0.23
- .046" inw mno
060" 0.
1.7sa
RAINGUARD QDECORATVFLOORzTRACK Elm'
0.222"1 x z0rd
SCALE:HALF SIZE SCALE_.HALF SIZE,?Y3 0160'- 1.001 0.062" 0.062" o.04o2" x0.176"
S.
Gn''�Ouux^a{{1
-O30
-UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER
?SCgLE?°HA"LF SIZE% O SCALE:HALF SIZE O SCALE:HALF SIZE (�-\/- E �r. o
4-0.062" �E
a0
5.500"x 13/16"WIDE 1-{'0.400" STEEL NUT `Oc
A
,� 7/16"0 STAINLESS
167" p
b s
30
G - n 0.125 0 " 0.438" .
LL 0.168" 5/16-18x1 MACHINE SCREW
II I TYP. STAINLESS STEEL m o '
H -J--- - 5/16"0 INTERNAL ry 0.12V! _
� I 4.500"" x-f 0.689" POWDER COATED,ZINC DIE-CAST THREAD
SECTION A HEAD STYLE VARIES
DELTA MODEL 2022 36 T_=LOCK 'ADAPTER 37 T-SCREW INSERT 38 THUMB SCREW65
INDUSTRIAL SYSTEMS - O;(OPTIONAL)- -n� O O p 0.254" 40G 40b 40c
g SCALE:FULL SIZE, SCALE:FULL SIZE � ryg
N 35 BOX LOCK SCALE.HACF`SIZE 0.319
-O.SCALE:HALF.SIZE END STRIP 1" a s2
f-z.000"� 2" & 3" EXT a
_ - 1.625-1 I--1.500"--I 0.125" 71-0.125"SCALE: HALF SIZE '
0.050"
0.093"J lig ? u
0.17.5"
FO08855.1 p H 3 M .Bp O 0.125" COPYR'Ax1FRAWLMK4=PE.0.093"
o.zso^ 15-2339
SCALE: -
L I PAaE DESCR7PTION:
7.000" I 1 L
20 ALT .`END STRIP,.. 21 x3"x0.093" ANGLE 25 2"x3"x0.125" ANGLE
39 2X7. ANGLE O SCALE HALF SIZE _' O SCALE:HALF SIZE O SCALE.HALF SIZE G�
SCALE,HALF SIZE
.I
ANY ANCHOR PER ANCHOR EDGE DIST.
SCHEDULE @ 18"O.C. EXISTING DIST. 'Z
GLAZING •`�'/��� "
SEE END STRIP
P� SCHEDULE FOR M
SPAN WHEN USI
A AN
EMBED yQ� 20,40a,40b OR c,- '
17 tl 4a F LEG D RECITON it
11 OR 6.8 STARTER ' TA
EMBED. G pp(( (INTERIOR) I- O1.' ca
fC 17 - 17 M1 MAX. WITH 21 OR 25. a• IPy[Q C��
I 30 ANGLE 0626 x THICK TO 2Tx SLMAX. 21 25
EDGE c .(ANGLE LEG MAY BE REVERSED) O a "
DIST. NC -'• FASTEN AI4GLE TO TRACK W/
ANY AHOR PER ANCHOR (2)810X1"SCREWS AT > UJ Fj
SCIIEDVLE Q:1q OIC„� CORNER TOP&BOTTOM•AND
ATTACH 40 6.11 STAR'fEf�W/ g r m 9 W$
13 13 13 812 x 1/2"GALVANIZED OR l!u'
13 #12'x 1/2"GALVANIZED OR S.S.SMS, - S.S.SMS,3/16"0 ALUM.POP W N,O q 3 m
l 6.80"(TYP.) l 30 3/16.0 ALUM.POP RIVET,OR 1/4-20 RIVET OR 1/4-20 MACHINE w,n 3
i USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18"O.C.. ALTERNATE END STRIP DETAIL BOLT&NUT @ 18°O.C.
(EXTERIOR) 5/16-I8UMB SCREW INTO THREADED WITH 6.6 STARTER AND ANGLE ,
INSERT 37 AT 1/3 SPAN TO 2/3 SPAN - SCALE:3"=V-0'• ANY TRACK W/ / w
SCREW BOSSES.
TYPICAL PLAN VIEW FROM BOTTOM OF SHUTTER.RECEIVING END STRIP SCHEDULE a
HOLE SHALL BE 3/8"MAX WIDTH,UP TO - ,
SCALE:3"=1'-0" PSF SPAN
1"HEIGHT.
1"8/0(2.7') 72 100"
82 94„ n
USE(1)BRASS PUSH LOCK 112 8D" -1
OR 111 5/16-18 THUMB LOCKING DETAILS FOR 2 75 d
SCREW I 0 THREADED 2"BIO(3.7') 62 _95" SEE END STRIP
INSERT 37 AT 113 SPAN - CENTER MATES - ® 72 88" SCHEDULE FOR MAX. m' Y
TO 2/3 AN FROM - SHOWN ON RANDOM 82 83" SPAN WHEN USING - 8
dBOTTOM OF.SHUTTER, 3"BIO 4.7° 62 Bfi"
RECEIVING HOLE SHALL BE DETAILS ( ) 72 20,40a,40b OR 40c,
3/B"MAX WIDTH,UP TO 30 73 ® 82 74" 1/4" OR 6.8 STARTER rn rn a M
1' HEIGHT. 30 3 WITH 21 OR 25.
ALT.1"010 62 110" Y R, - AX.
(2.7') 72 02' 0{ z'-I°C
82 95" O�On
. 10 112 81— 40 40 USE APPROPRIATE v
32 � STARTER STRIP TO
IT - - - 1.5"x3" 45 93" 40 20 PROVIDE CLOSURE
E w
-d - x0.083" 52 87" FOR f`\' o
R 13 - 57 83" BUILDING CONDITIONS. 3E M
60 811,
B I TER STRIP
(INSIDE)23 xl GO__75�' TO TRACKEN TW/(2))#10x"'
3 3" SCREWS AT CORNER,TOP
2"x3" 45 139" &BOTTOM.
N xo.125 57 iia" ALTERNATE END STRIP DETAIL ANY TRACT(W/SCREW ,
3 13H 1 I5 60 120" SCALE,3..=1,_0., l
_ BOSSES.
64 116"
70 11 "
W E ri 73 109"
J 0 SILL wa, Li1 FOR GREATER SPANS OR LOADS THAI] -
:°� I I SHOWN IN END STRIP SCHEDULE,END n tl @
$ STRIPS REQUIRE A I'X1-.090"CLIP ANGLE 1,2
(n NIO SPAN❑SINE.MN ANCHOR ON THE EXISTING GLASS o a �
Z 'ANCIIOR SCIIEDULE 6 PI4x314-TEK
v 13 SCREW OR 114-20 BOLT TO END STRIP.ILJS�
Z USE(`t)BRASS PUSH LOCK a Se ,
USE(11 BRASS PUSH LOCK 30Fw OR(1)5/16-18 THUMB (INSIDE) {
g OR Itl 5116-18 THUMB 30 13 d SCREW:01 O THREADED
N I SCREW I 0 THREADED ./� g INSERT 37 AT 1/3 SPAN SILL j o Si S!rc a
I ILa��ul INSERT�7 AT 1/3 SPAN z TO 2/3 AN FROM /
TO 2/3 N FROM (OUTSIDE) €I^a BOTTOM OF SHUTTER
BOT-TOM OF SHUT R.
RECEIVING HOLE S ALL BE p
3/8"MAX WIDTH,UP T23 Q use
1"HEIGHT. a
E OTYPICAL OUTSIDE CORNER CLOSURE
CC1 DETAILS WO/CORNER POST - -- -- - —- 35 3o a 2� R
NTS 13 30 Fl
PAM(LE31 21 . (OUTSIDE) -2339
SILLUSE(1)BOX LOCK AT 1/3 SCRIPTION:
SPAN TO 2/3 SPAN FROM
BOTTOM OF SHUTTER
OTYPICAL INSIDE CORNER CLOSUREFU rillCC2 DETAILS WO/CORNER POST q� MULTIPLE SHUTTER ASSEMBLY �I
,C. NTS �P, SCALE:3"=1'-0" /^
_ Cl CONNECTION TYPE ��� Pltvooa ly 4��ii'''i
REFERENCE ANCHOR EXISTING HOST - 9�
SCHEDULE FOR MAX. STRUCTURE
SPACING yam, .''•� I
Cl CONNECTION TYPE 1/4-20 MACHINE BOLT
\ REFERENCE ANCHOR 1/2" W/NUT @ 12' D.C.OR •.
/ \ SCHEDULE FOR MAX. ® #14 SMS @ 6"O.C. z�'
o - SPACING - 1/2" (TYP.TOP&BOTTOMI TA
2 FASTENERS, ALUM. TUBE ` `
EACH ANGLE SEE3'faBLE LA FOR SIZE: )` I w 0~i 5[�OR(6�OR/ �//�/ �y SSS`
w o �3 OR f�6 J z
1"x 2"x 1/6" ALTERNATE THRU BOLT - z■�7 z
OR 2"x 2"x 1/8" r Cl CONNECTION TYPE a w >u� €a
o _ REFERENCE ANCHOR MN.GLASS ¢ _ Oj1 ¢� {9 e
ALUM.ANGLE LJ t m cY
13 SCHEDULE FOR MAX. PER TA BLEa2 13 w Z §m
o IIF 171
I SPACING. j¢Z J H p 3
THREE 3/16"0 ALUM.. - sqq
POP RIVETS OR I I I GLASS tq a< W w i•i y� m
THREE#12 SMS,TYP.- o p mw
OR DOOR—� X F N a 3 .1
.
3/16"0 ALUM.POP rp
I ¢3:W o w.. .
RIVE
12
TABLEA(cc3) 17 @18TOC.OR#(TYP.)S \, RN \ So 6oRF-
PRESSURE VS ALLOWABLE LENGTH __I i w r' 1\�O w
2"x2"x118" 3"x3'x1/08' MAY USE MALE OR o N
m PSF No B/O No BJ FEMALE LOCK-SLAT w o
130" 188" 13 - - ALTERNATE THRU BOLT 1/4"MAX.FROM PIN
Fri 62. C5 CONNECTION TYPE. Cl CONNECTION TYPE '" GUIDE TO BUSHING.
„ .72 124" 179" CC3 TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR WASHER ITYP.) - N
82, 119" 172" NTS SCHEDULE FOR MAX, SCHEDULE FOR MAX. '' 1g w o 9
d 92 114" 165" SPACING L---J I/ 14x3/4"SMS[la 9"O,C. I-p8`_ o
102 .'110" 160" - -_/ ANGLE TO TUBE CONNECTION �;mg m
120 104". 147" 2"x 2"x.125" 93 OR d
150 TABLE B(cu) EXISTING HOST EMBED. 6063-T6 ALUM,TUBE _ g
200 .'.88" - 114' ,PRESSURE VS ALLOWABLE LENGTH STRUCTURE 5 CONNECTION TYPE
- EDGE DISTANCE REFERENCE ANCHOR VJ m z
Yx2"xl/�B' 3'x3"xi/8 T�
PSF WITH B/O WITH B/O SCHEDULE FOR MAX, E r w
SPACING S W m
62 113" 166" 3 g
7z. ]or 157"., FASTENER @ 1B"o.c. Cb ALTERNATE BUILD OUT MOUNT SECTION g
(USE ANY ANCHOR SHOWN
82 101" N.2
IN ANCHOR SCHEDULE). SCALE 3"=1'-0" w
92 95"
R 102 90' .
g 120 83•
D:
150 74'64• w 7 J.
_ 2•.X2"x .
3/16 RIVET OR#12 SMS 090"6063-T6 n 4TABLE
7 =o ■
@ 18"O.C. OR 1/4-2 17 ALUM.TUBE TYP. N oli
NUT BOLT(TYP.I. 3/16"O ALUM.POP GLASS
X o z m g$g Y €
ALUM. TUBE RIVET OR#12 SMS Z OR DOOR ¢ oat¢-
@ 1B;'O.C.(TYP.) F F U
6063-T6 ALLOY 8
.E SEE TABLE B FOR SIZE. - 2"x 5 x 1/8" "m '
L _ 2 FASTENERS 'x CONTINUOUS 4g
EACH ANGLE ALUMINUM ANGLE
1"x 2"x.093"6063-T6 OPTIONAL ANGLE INSIDE THREE 3/96"m ALUM.ALUM.ANGLE,TYP. _ o POP RIVETS OR17 ORIENTATION TYP. 6 @
i6 17 THREE#12 SMS,TYP.
g 0 0. 1"x 2"X 1/8" REFERENCE ANCHOR �iS
4 CONNECTION TYPE 66
E OR 2"x 2"x 1/8" E
\ 13 ALUM.ANGLE SCHEDULE FOR MAX. z R E
USE MALE OR FEMALE SPACING ttpy8rAFRWLBBWNIOPE
LOCK-SLAT - EXISTING CONCRETE, 15-2339
13 13 BLOCK OR WOOD FRAMING
6CALE1
s EE INSIDE SILL MOUNT SECTION PAGEDESCuv71DN1
(OUTSIDE)
#12 x 1/2"GALVANIZED SCALE 3"=1'-0"
OR S.S.SMS,3/16"m ALUM. c99
CC4 TYPICAL CORNER CLOSURE DETAILS POP•RIVET,OR 1/4-2D SIDE CLOSURE OPTIONS
NTS MACHINE BOLT&NUT SCALE.3"=l'-O"
. _ @ 18"D.C.
C5 CONNECTION TYPE It �6 �NNq�rr4
REFERENCE ANCHOR "EXISTING
ryi
z SCHEDULE FOR MAX. STRUCTURE
2 SPACING5"
0: MAX.' 1/4-20 MACHINE BOLT
GLASS w^ GLASS w Cl CONNECTION TYPE
OR DOOR - w ou u OR DOOR m w REFERENCE ANCHOR 19 W/NUT[N 12"O.C.OR
~ Y 7514 SMS 6 O.C. ;
u m F-.w» SCHEDULE FOR MAX. Cal
j Q Z~ 13 ?w w W SPACING 1/2• (TYP.TOP 8 BOTTOMI
. xwQ� MN
Tp QFm I
MR 13 w a.w GLASS N Ix-z u m /2" (�'•, ,(T/
1/4"-20 THRU BOLT W/ GLASS X w w pJ0 EPARATION o In .1fk11'+T�jT
EPARATI Q=¢Q 5514 x 1/2"SMS(al 12"D.C. PER I X z O Z IQ- w F; i
LOCK NUT(ol 12"O.C.OR F.w I Q L'i _ •"
12 x 1/2"SMS(al 12"O.C.E.S. PER l7 F I- OR 3/16"H ALUM.POP TABLE 2 E O a w a '^U
OR 3/16"0 ALUM.POP TABLE 2 z RIVETS Cal 6"O.C. OR 1/4"H ❑ a g
RIVETS @ 6"O.C. E.S. � �x ALUM.POP RIVETS @ 12"O.C.
R 1/4"0 ALUM.POP RIVETS / 11 AND 3O K I"'w rn tQQ� d
(al 12"O.C.E.S. '" ASSEMBLY %I/2"TYP.
1/4"MAX.FROM PIN SEPARATSON 13 >> lJ N m o Z c 0
1/4"MAX.FROM PINZ w
Q9 AND 0 / GUIDE T.08USHING V'/ GUIDE TO S ING PER TABLE2 ?=N=J '�
� cWASHER(TYP.) x W
ASSEMBLY WASHER ITYP.) w GLA55 w I-z u m w
TYP. EXISTING CONCRETE, w3 CONNECTION TYPE OR DOOR—� X o z N a y
w BLOCK OR WOOD FRAMING REFERENCE ANCHOR Q K Q p w s'
- SCHEDULE FDR MAX. S o w4 CONNECTION TYPE u vai .`o+❑
"S� w REFERENCE ANCHOR SPACING Q .
/ EDGE SCHEDULE FOR MAX.
/ DIST. SPACING AS SHOWN w
/ 3 CONNECTION TYPE INDIA GRAM ON PG.9 w o 1 5]OOR 6 6 R
REFERENCE ANCHOR EXISTING CONCRETE, - U33
SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 1/4"MAX. ROM PIN �\ _
SPACING:ALT.FASTENER O Cl CONNECTION TYPE / GUIDE R BUSHING
LOCATION.FRONT AND REFERENCE ANCHOR' 1/ " WASHER(TYP.) m.d
1/4"MAX.FROM BACK ANCHORS NOT REO'D B INSIDE MOUNT SECTION SCHEDULE FOR MAX. 19
PIN GUIDE TO WITH THIS LOCATION SCALE 3"='1'-0" SPACINGm
BUSHING WASHER REFERENCE nANCHON YOR v~i��❑m
(TYP.) AO INSIDE MOUNT SECTION SCHEDULE FOR MAX. c p Pmi
SCALE,3"=1'-0" EXISTING CONCRETE, SPACING ❑`o PL
BLOCK OR WOOD FRAMI EMBED. ®zm mQ
BUILD OUT MOUNT SECTION u a
e TYP. BOTTOM - _ EXISTING CONCRETE, SCALE i 3"=1'-0" -� ')
$ -
BLOCK OR WOOD FRAMING
- L-v'\c j
m EXISTING - a
NOTE:FOR DETAILS A,B,D,AND E ON THIS SHE]HAS
EDGE IST 4 CONNECTION TYPE EMBED. .STRUCTURE- O
THE BASE TRACK MAY BE INSTALLED IN SECTIOREFERENCE ANCHOR 5'CONNECTION->TYPE
WITH 1/4"GAPS,PROVIDED THAT EACH SECTIOw SCHEDULE FOR MAX. IREFERENCEANCHOR
A MINIMUM OF TWO SETS OF ANCHORS AND ISA m E SPACING SCHEDULE FOR MAX.MINIMUM OF 12"LONG.THE SILL OR.CEILING TRASPACING
USED WITH THE BASE TRACK MUST BE CONTINU3 16
ry OVER THE GAPS BETWEEN SECTIONS. 1/2.. 1&R 2O
w v~i -
g GLASS
OR DOOR QAr. 13 I- xw' ac w
w 012 x 1/2"SMS SEPARATII ❑ w T w w] �^-
W w F w O.C.OR 3/16"H ALUM. PER I=n o N Q IIII 13 II-w=w w Fg447 W yg6ya
Fw». POP RIVETS(al 6"O.C., TABLE2 X OZI- GLASS OR FIRMA 2=Nxu
1:0
w OR 1/4"0 ALUM.POP Q Q DOOR— m I'-p m F& -
- _ 13 z 3E - RIVETS @ 12"D.C. _ E o N PER TABLE 2 X z 0 z H
m MN GLASS u m u w¢ c g
SEPARATION w Lj o w Q F u ou a
PD2 TABLE X w m z 7 AND B - 5
1/4=20 S.S.MACHINE Q�o a 1/4"MAX.FROM PIN Q w RE%g
SCREW 8 NUT @ S w w ASSEMBLY 1/2"'GUIDE TO BUSHING �.
12"O.C. TYP, WASHER(TYP.)
GLASS B ❑ 1/4"MAX.FROM PIN
R OR DOOR 1/4"MAX.FROM PIN m w ❑ 4 gg
'? X GUIDE TO BUSHING 4 CONNECTION TYPE 1/2"�O GUIDE R BUSHING pl �gR
r f WASHER(TYP.) EDGE REFERENCE ANCHOR WASHER(TYP.) aCoFYNW5aL0 BBOWMDO PE
a 5 6: EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. `
a E m BLOCK OR WOOD SPACING AS SHOWN ;; 2'CONNECTIOPIM^TYPE 15-2339
EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG.9 'REFERENCE ANCHOR _
OR FRAMING BLDCK 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 PACE DESCRIPTIONI
�° SPACING.ALT.FASTENER EXISTING CONCRETE, _
c 063-T6 ALUM.ANGLE REFERENCE ANCHOR D.C.OR 3/16"H ALUM. LOCATION.FRONT AND BLOCK OR WOOD FRAMING _
AY BE REVERSED SCHEDULE FOR MAX. POP RIVETS Cal 6"O.C. BACK ANCHORS NOT REQ'D
S SHOWN DASHED) SPACING OR 1/4"0 ALUM.POP WITH THIS LOCATION a�I�
RIVETS(d 12"o.c. CEILING / INSIDE MOUNT SECTION
WALL MOUNT SECTION E F WALL''..BUIGD;.:OU:T
O
SCALE,3"=1'-0" O SCALE:3"=1'-0"
e .. .. ._ .. . . .. . .. SCALE:3"=',_0" no
Zll.,I. IDOFLN GLASS wON
ORADOOR PER TABLSS IE 2 13 0oGLASS ORIi7u In DOOR
a ZGLASS OR
=w a _ DOOR' MN.GLASS
H En N - SEPARATION
z
- X O: .. PER TABLE 2
a=¢F NER
TION f-m _ - O,A,Z F LE 2 F- w 7 Q ILI F m y///"�`" �` ..
FZW tIo11
- 13 XZTo
121 13 N iou U Q� Z�6
Z .Cl CONNECTION TYPE awi o w w=
-N - 1/4"MAX.FROM PIN GUIDE 28 U a REFERENCE ANCHOR E a a - g "N.I 9 3
TO.BUSHING WASHER(TYP.) Q N SCHEDULE FOR MAX. - w
SPACING
q TWO 1/4"0 WOOD .250" _ - N K a Y
4 LAG.SCREWS @ 24" ]
O.C.MAX.WITH 2" ;C47;CONNECTION TYPE ),) •250" w
THREADED PENETRATION REFERENCE-ANCHOR .1
$ T"INTO CENTER OF 2X STUDS SCHEDULE FOR MAX. a
• SPACING 0 w 18 B
EMB."T' 14 SMS @ MIDSPAN BETWEEN /x E S
m STUDS FOR TRACK TO T'x 4" / EXISTING H057 STRUCTURE n
PLYWOOD&. TUBE CONNECTION r m
STUCCO FINIS �.
1"x 4"x.1M -
6063-T6 ALUM.TUBE -
O DECORATIVE FLOOR TRACK DETAIL Op WALL MOUNT SILL DETAIL _w
THIS DETAIL TO BE USED WHEN STUD SPACING SCALE 3' T-0" - 't SCALE•3"=1'-0"
EXCEEDS THE MAX, USED
ANCHOR SPACING.Ira= o
O WALL MOUNT SECTION THIS DETAIL MAY _M o M
'4 SCALE:3"=1'=0" ALSO BE USED O Zm
AT TOP
u¢
E �
ff 3�
ACCORDION SHUTTER
a PER PRODUCT APPROVAL F- o rl
I- I —GLASS MN GLASS
_ 'OSEPARATION D00 O VI II PER TABLE2 EXSTING WOOD(G=0.421APPLICABLE AT TOP Z TRUSS OR RAFTER
AND/OR BOTTOM .... Qa@ 24"MAX:O.C.2"OR3, - M EXISTING FINISH
MATERIAvv
1/2"MIN.- 5 6 X.FROM PIN GUIDE 2"x 5"x 1/B"6063-T6m HING WASHER(TYP.) ALUM.ANGLE W/THREE I I L 2"x 3"x Ye"x CONTINUOUS OR 2.175" 8I _ 3a '
- g 3 6 1/4"TILE(TYP.) 1/4"0 WOOD LAG w
G 2"x 2"x li'e'x CONTINUOUS _ 1" FINISH MA ERIAL SCREWS WITH 2-3/4" Q
6061-T6 ALUMINUM ANGLE hag
5��g ,
_ 0.9"MIN.THICK 6061-T6 ALUM TRACK F//
1/4"0 A325 GRADE THRU3BOLTLY 7000D C p NIETR.TT"IN WOOD 5 6
m . FASTENED TO ANGLE WITH 1/4-20, 0° EACH RAFTER OF.TRUSS, gS
m ANGLE FASTENED TO OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C. 24"O.C.MAX.WHEREEXISTING 3 KSI CONCRETE '- MACHINE SCREWS AT 3"FROM ENDSGALV.OR S.S. ANGLE EXTENDS BEYONDAND 9"O.C.FOR THE BALANCE HOST STRUCTURE WITH 1/4"0 ELCO ULTRACON TO CONCRETE/CMULAST TRUSS MORE THAN"0 ELCO ULTRACONS AT 6", EXTEND ANGLE TDEXISTING CONCRETE HOST5"O.C.W/1-1/4"MIN.EMB.3"FROM ENDS AND 4"O.C. - NEXT TRUSS. w w S m2-1/2"MIN. STRUCTURE(3000 PSI MIN) OR 1/4"0 LAG SCREW @ 9"O.C.W/1-7/B" OFOR BALANCE WITH 1-/a" MIN.EMB. IN WOOD SG=0.42,TO 0.55. I-N=OMIN EMBEDMENT AND 2)'Z' MAX.DESIGN LOAD AT 5'-0"MAX SPAN: 13 _wMIN EDGE DISTANCE, t 62 P.S.F. EXISTING CONCRETE, N F-ZSTAGGERED WITH 3"MIN. HOLLOW BLOCK OR t7aCWTpIGNffxNMLBF7dUPDOPE
MAX.DESIGN LOAD AT V-0"MAX SPAN: WOOD FRAMING.SEE2"x 5"x 1/B"CONT: z a¢ 15-2339
SPACING,TYP. t 52 P.S.F. : ANCHOR SCHED. ALUM.ANGLE(6063-T6) F 0 a
HO BUILDOUT MOUNT BASED TYPE OF PACE -
STRUCTURE (MAX.DESIGN LOAD z 72 P.S.F.) Q PAGE DESCRIPTION:
SCALENTS:
PASS THRU DETAIL
HbTRUSS MOUNT SECTION °b9
SCALE:3"=1'-0" OK
SCALE:3"=1'-0"
- aum Wf 00,r.E.
ION
EXISTING
STRUCTURE ALT.LEG DI 1/4"ALL
N POINTS
SOLID
SET ETE HOLLOW ANCHORS
WITH 716-MIN
EMPED MINIMUM
12"MIN FROM' EDGE.OF ACCORDION ROUND WINDOW
EDGE OF SHUT-TER, AX (2)6063-T66 ALUMINUM
ER, SHUTTER BLADES ASSEMBLY 1/2" SPACING,AND MINIMUM EDGE DISTANCE 8• ;7
TOP OR BOTTOM
'ANGLES PER BEAM END,SIZE Nn•
- 1 1/2" ./ PER SPAN TUBE SCHEDULE ,k e• b
EMBED. SPAN TUBE PER ^z
DESIGN SCHEDULE lop m:�o
ACCESS HOLE -
1/4-20 MACHINE BOLT W/NUT @ �Q••
EDGE OF ACCORDION z z
3.5"MIN SHUTTER BLADES m - 12"O.0 OR#14 x 3/4"SMS 6"O.C. ' �`���
TYPICAL 1/2"MAX. 1 1s1 'Cal -
nl W
u
3"MW 316 - m rn QQUQ 1`� d
EDGE z�F U tm woo
2.875"0 HOLE(TO RECEIVE DISTANCE MIN.GLASS 13 a.z:� Z N I;
ROUND WINDOW ASSEMBLY) - A SEPARATION wt O O lll1►►►���� '4 55GG 3 B
MAXIMUM OF 3 WINDOWS GLASSEXISTIOR Pu W 3 3
PER EVERY OTHER BLADE ,. .
DOOR- v u o W E�'
m
i LIGHT-N-VIEW WINDOW, fLF�o E GE 1/2"MAX
8 N.T.S. EXTERIOR ELEV =o DISTANCE
zAm OD N
00 0 3 16 1/4"MAX.FROM PIN GUIDE n
w a z z TOBUSHING WASHER
F�i ~O a ACCESS 1/4-20 MACHINE BOLT W/NUT @
w - w 1/2" HOLE 12'O.0 OR#14 x 3/4"SMS 6"D.C. y15
2.875"0 HOLE TO SPAN TUBE PER w
�+ RECEIVE ROUND EMBED, DESIGN SCHEDULE '
d WINDOW ASSEMBLY _ •I ���1111 m
_ � 1/2" (2)6063-T6 ALUMINUM F� D-
-f T1N m;a
AX. ANGLES PER BEAM END,SIZE m
1 5 n O m
EXISTING PER SPAN TUBE SCHEDULE ¢7.��o±�1
HOST 1/4"0 THRU BOLTS SEE BEAM O m s
SCHEDULE FOR REQUIRED NUMBERS
STRUCTURE z
- 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN
EMBED 1N CONCRETE OR HOLLOW BLOCK 3"MINIMUM ^^�772'� ' w
0.125" 0,125" SPACING,AND 3"MINIMUM EDGE DISTAB(CE L-�' o
m
0.032" 0.032" MAX.DESIGN LOAD=t 72 PSF 3o
g -- 3 SPAN TUBE SECTION
e 0.196" N.T.S. VERT SECTION
45" \ SPAN TUBE SCHEDULE S
F \` ALLOWABLE TUBE NUMBEROF ANCHORS
TUBE
MINIMUM ANGLE
TUBE SHUTTER SPAN THRU-BOLTS ANGLE LENGTH-
g ROUND
SIZE SPAN TOP BOTTOM TOP BOTTOM TOP DOT TOM TOP BOTTOM _ qq
ASSEMBLY TUBE TUBE TUBE TUBE TUBE TUBE TUBE TUBE a rSr6
60" 123.81 135.2' 2 2 2 3__ d' _7" E�
\ 0:125" 90" 101.7' 100.8"- 2 2 3 3_ 7" T' B
6 / ` 123" 09.9". 94.4" 2 2 3 3 7° 7"
2"z6'k 60" 120.1' 157.0' 2 2 T._ 3 4' 7"
q \ / 98" 114.8' 124.1" 2 2 3- 3' 7" - 7"
\ // / - \ 0.125' 123" 102 8' 100.6" 2 2 4 4 10" 10"
60" 138.0' 188.9" 2 2 3 3 7" _ 7"
02.875" 0.125" 98" 122.7' 155.7" 2 2 3 4 7"- 10"
03.250" ' 123" 115.4- 137.5" 2 3 4 5 10" 13" -
00" 158.1' 240.0" 2 2 3 4 7"_ 10" pxBy
0.1875'NION 96" 140.6" 229.9' 2 3 _4 _0 -_10_ 16_ a? @ 0
' LIGHT-N-VIEW WINDOW. �\ // 123" 1322' 203.1" 3 4 5 7 13". WPIIWH FBRIXLBFMW WPE
29 N.T.S. SABIC PLASTICS SLX1431T-UL-94HB - SPAN TUBE SCHEDULE NOTES: 15-2339
1. SE 2x3 xl 4 x 'x 4"ANGLES FOR 2"x5"&2"x6"BEAMS.
2"x10"BEAMS. SCALE: -
3. USE BEAM SCHEDULE FOR DETAIL 3/8
4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER PAGE oescR[vnoN:
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
2
BLADE W ROUND WINDOW BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, "99
ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS
.0 8 N.T.S. EXTERIOR ELEV ND BELOW THE BEAM.*
6. LAP BEABOEAMS ARE NOT ALLOWED.
_ 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM.
S
ANCHOR SCHEDULE: CONCRETE `x�ll G� P%.E-
Hq
9 '
2.5"MIN EDGE DISTANCE 'Tp` I I O0'i
spans To:6'-0 SGaAs U6 TO 8'-3':. Spans Up To 12'-0" ••{J<}1/'y /'u_
LOAD - CONN TYPE CONN TYPE CONN TYPE
O gg ANCHOR (psr)
x G Cl -C2•. C3 C4 6;-Cl C3- C3 C4= CS- CS C2 C3 C4 C5
1/4 I7W TAPEON OR'ELCO
43 16.0 16:0' 15.0 16 0 16'0 16.0"16:0= 9 0 13-0"16`0 16 0" 9.5" 5.5' 8.5.
z
17060 i1K5.&0
UL7RACOTJ WITF3/4 _53_16.0 16.0"10.5' 14 5 16 0'16.0"12.0" 7 0 10 5"16 6E ILL 0" 7.5" 4.5" 7.5" 10.5' •'Ol;••
EMBED(3192ps1 M[N'CONC) 62 16_0"16.0'• 8_5_' 12.5'16.0"16.0•' 9_5" 5.5" 8.5' 15.0"15.0" 7.5" 4.5' 7.5" 10.5' M/
F1
1/4"MILLENIUM MILLFAST 43 16.0"16 0"IS 0"ILL 16.0"16.0" 60" 9.0" 135"16.0" 16.0" 8.5" 5.5" 90" 135" 2 x 5(TYP.) g / BO CCOMBIINAT ON '//''11 / 0 ��`\``�
+„
WITH 1-3/4"
EMBED(3275ps1 53 16.0"16.0"11.0"15.0"16.0"16.0"11.0" 7.0" 10,5"16.0"13,5" 7.0" 4.5" 7.5" 95"
MIN CONCRETE) 62 16,0"15.0" 8,5" 13.0"16.0"16.0" B.5" 5.5" 9.0" 13.5"13,5" 7,0" 4.5" 7.5" 9.5" 0 V W
70 16.0"12.D" 7.0" 11.0"16.0"14.0" 7.0" 4.5" 8.0" 10.5"13.5" 7.0" 4.5'_ 7.5" 9.5" fit R L9"
100 13.5' 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.S' 7.5" 9.5" 13.5'• 7.0" 4.5" 7.5" 9.5" u� t 10$W o
1/4 ELCO CRETEFLEX S34 43 16.0"16.0"16.0"i6.o"16.0"16.0"16.0"13.5"16.0"16.0"16.0"12,5" 8.0" 13.0"16.0" Z N 1�
1 x S ITYP_1 2 x S ITYP. - .i 3
W/2"EMBED(335opsl MIN 53 16.0"16.0"16.0"16.0"16.0"16.0"116.0"110.0"15.5"16.0"16,0"10.0" 6.5" 11.0"14.0" W W n Z
CONC) 62 16.0"16.0•'12.5"16.0"16.0"16.0"12.5" 8.0" 13.0"16.1"16.0"10.0" 6.5" 11.0"14.0" N rL SC j
70 16.0"16.0"10.5"16.0"16.0"16.0"10.5" 7.0" 11.5"15,0"16.0"10.0" 6.5" 11.0"14.0" W m
`- .. 100 16.01 10.0" 6.5" 11.0"14.0"116.0"110.0"1 6.5" 11.0"14.0"16.0"10.0" 111.01 14.0" b W ,
ypeE
1"MIN EDGE DISTANCE NOTE. '•S"INDICATES ANCHOR SCHEDULE SPACING. a
5C1 c2 C3 FC4 Cs C1 C2 C3 C4 I C5 C1 c2 c3 C4 I C5 SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE:
1/4"ITW TAPCON OR ELCO 43 16.0"16.0" 7.5" 8.0" 16.0"16.0"16.0" 5.0" 5.5" 16.0"16.0"K19
3.0" 4.0" 14.0"
ULTRACON WITH 1-3/4' 63 16.0"16.0" 5.5•• 6.5" 16.0"16.0"12:0"% 4.5" 16.0"19.5" 10.0 - C2 CONNECTION TYPE USING PIECE Q WITH OUTSIDE
mANCHORS ONLY
EMBED(3192ps1 MIN CONC) 62 16_0"15.5" 4_5" 5.5" 16.0"16:0" 9.0" 4.0" 14.5"14.5"
10.0" - C4 CONNECTION TYPE USING PIECE QB WITH ti
70-16.0'•12.5" 4.0" 5.0" 16,0"15.0 7.5" 11.0"14.5'• 10.0" OUTSIDE ANCHORS ONLY
14,5' 7.5".�///�/%/Io.U"i4.s' 7s" V/1.IRE 14s" 10.0••. ._1/4-MILLENIUM MILLFAST 4311.0' 13.5"16.0"16.0"13.0" 6.5" 9.5" 16.0" 13.0" 10.5"WITH 1.3/4"EMBED(3275ps1 -53 16.0"16.0" 8.0" 11.0"16.0"16_0" 9.0'• 5.0" 7.5" 16.0" 10.5" 7.5" ANCHOR NOTES:FIIN CONCRETE) 62 16.0"115" 5.0" 90 160 135 70" 9.0" 6.5" 81.0"10.5" 7.5" 1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING Lo70 16.0" 9.5" 5.5" 8.0" 16.0"11.5" 5,5" 5,5" 8.5" 10.5" 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE �' M
100 SO.S: 5.5" 5.5" 5.5" 7.5" 10.5" 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). pb m
'A - 1-1/4"MIN EDGE DISTANCE
z m
ANC ALL-POINTS SOLID-SET -C 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE h1ATER..L, ®zm<
H ANCHOR W/7/8"EMBED& CS C2. C3 C4 CS -C1 C2 C3 C4 CS Cl C2 C3 C4 CS ANCHOR TYPE AND EDGE DISTANCE,SELECT DESIGN LOAD GREATER THAN OR .0 6
1/4-20 SS MACHINE SCREW 43_16.0"16.0" 8.5" 10.5'•16.0"16.0"12.0" 5.5" 7.5'• 16.0"12.5" 65" 3.0" 5.0" 10.0" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER p
(3000p51 FEIN CONC) 53 I6.0"15,0" 6,5" 8,0" 16.0"16.0" 8.5" 4.0" 6.0" 15.5"10.0" S. 4.0" 7.0'• THAN OR EQUAL TO SHUTTER SPAN.
G •� 62 16.0"11.0" 5.0" 7 0" 16.0"12.5' 6.5" 3.5" 5.0" 10.0"10.0" 5.0"%4.0" 7.0" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE.
70 16.0" 9.0" 4.5!' 6:0" 16.0"10.5" 5.5" 3.0 4.0" 8.0" 10.0" 5.0" a.0" 7_0" /9
y 100 10.0'• 5.0" 4:0" 7.0" 10.0" 5.0" 4,o" 7A" 10.0•' 5.0 4.0" 7.0" 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE a $
m BLOCK OR WOOD FRAhIING.REFERENCE ANCHOR SCHEDULE FOR PROPER v
3"MIN EDGE DISTANCE
R 1/4"ALL-POINTS SOLID-SET -_.._.-_ ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE
.@ ANCHOR W/7/e'EMBED& Cl C2 C3 C4 GS Cl C2 C3 C4 C5 C1 C2 C3 C4. CS CONNECTION, PE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF
q CONNECTIOPI TY PE.
1/4-20 55 MACHINE SCREW 43 16.0"16.0"16.0"1G.0"16.0"16.0"16,0" 11,5" 16.0"16_0"16.0"11.0" 7.0" 11.0"16.0" O t
b (3000psl h11N CONC) 53 16.0'•16.0"13.5"16.0"16.0"16.0"14,0" 8.5" 13.5"36._0'•16.0" 8.5'• 5.5•' 9.5" 12.01' 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE -
62 16.0"16.0"10.5"16,0"16,0•'16.0"11.0" 7.0" 11.0"16.0"16.0" 0.5" 5.5" 9.5" 12.0" ONLY.
n •� 70. 16.0"15.0" 9.0'• 14.0"16.0"16.0" 9.0" 6.0" 10.0"13,0"16.0" B.5" 5.5" 9.5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
100 16.0" 8.5" 5.5" 9.5" 12.0"16.0" 8S" 5.5" 9.5" 12.0"16.0' 8.5" 5.5" 9.5" 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT
1/4"POWERS SS DROP-IN
2-5/8"MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER '
FINISHES.
W/1/4-20 SS BOLT AND Cl C2 C3 C4 CS CI C2 C3 C4 CS CI C2 C3 C4 CS p
1"EMBED(3000ps1 MIN 43 16.0"16.0"14.0"16.0"16.0"16.0"14.0" 8.0" 12.5"16.0"14.0" 7.5" 5.0" 8.0" 11.5" 7. WHERE EXISTING STRUCTURE 1S WOOD FRAMING,WOOD FRAMING CONDITIONS
CONC) 53 16.0"I6.0" 9.5" 14.0;'16.0"16.0" 9.5" 60" 10.0"16.0"11.5" 6.0" 4.0" 7.0" 8,0" VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEOSUATE WOOD FRAMING
62 16.0"12.5" 7.5" 12.0"16.0"14.5" 7.5" 5.0" 8.5" 11.5"11.5" 6.0" 4.0" 7.0" 8.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD 1 ACCEPTABLE ONLY FOR g 8�
SIDE CLOSURE PIECES. e1 rl
• 70 16.0"10.0" 6.5" 10.5"16.0"Y2.0" 6.0" 4.0" 7.5" 9.0" 11.5" 6.0" 4.0" 7.0" 8.0"
1 4'POWERS SS 100 11.5" 6.0 4.0" 7,0" 8.0" 11.5" 6.0" 4.0" 7,0 •1.0" 7.0" 8.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER
_ SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4" MIN. WOOD STUD.3/4"
3.1/2"MIN EDGE DISTANCE ,�� $
/ DROP-IN ., . . . ._._ EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMIN G SCREWS SHALL o
m W/1/4.20 SS BOLT AND - CI C2 ..C3 C4 CS Cl C2 C3 C4 CS CI C2 C3 C4 C5 HAVE PHILLIPS PAN HEAD OR HEX HEAD. _ as
I"EMBED(3000psl MIN 43 16.0•'16.0"1S.0"16.0"16.0"16.0" 14.5" 9.0" 13.5"16.0 15.0 7.5 5.0" 9.0" 12.0" � 9, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/7,"ENGAGEMENT OF THREADS IN �g��
CONC) 53 86.0"16_0"10.5"15.0"16.0"16.0"110.0" 6_S" 10_5"16_0"12.0" 6.0" 4.0" 7.5" B�5" - BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS FIEAD,OR WAFER ` 6
62 16.0"13.0" 8.0" 12.5"16.0"15.0" B.0" 5.0'1 9.0" 12.0"12,0" 6.0" 4.0" 7.5" 8.5" HEAD(SIDEWALK BOLT),U.O.N. a
•� 70 16,0"10.5" 7.0" 11.0"16.0"12.5" 6.5" 4.5" 8.0" 9.5" 12.0" 6.0" 4.0" 7.5" B.5" �+
' ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. I�g
q 100 12.0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" 8.5" 12.0" 6.0" 4.0" 7.5" B.5" $
2'MIN EDGE DISTANCE ' DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, z M I� •I e
#12 SMS W/2"EYEWALL C1 I C2 I C3 I C4 I CS CS I C2 I C3 C4 C5 C1 C2 C3 C4 I CS NOT OR WASHER WINGNUT, C0PMG1ITfRMLBF WRD0P.E
ARt40R 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_s" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE.
(2000psI MIN CONC) 53 16.0"16.0" 8.5" .0"11 16.0"16.0"11.5" 5.5" 8.0" 16.0"14.0" 7.0" 3.5" 5:s" 10_0" 15-2339
62 16.0"SSA" 7.0" 9.5" 16.0"16.0" 9.0" 4.5" 6.5" 14,0"14.0" 7.0" 3.5" 5.5" 10.0" 12. WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED TO SCALEI - -
.'s DRILL INTO HOLLOW BLOCK NOR SHOLLD IMPACT DRILLS BE USED TO INSTALL PAGE DeSCRIMON:
70 16.0"12.0" 6.0" 8.0" 16.0"14.5" 7.5" 4.0" 6.0" 10.5"14.0" 7.0" 3.5" 5.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK _
100 14,0" 7.0" 3,5" 5.5" 10.0" 14.0" 7.0" 3.5" 5.5' 10.0"14.0" 7.0" 3.5" 5.5" 10.0"
#12 SMS W/2.75"EYEWALL 43 16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.0"14.1" 16.0"16.0"11.5" 6.0" 9_5" 36.0"
_..
ARt40R INSERT W/2.5" 53 16.0"16.0"12.0"16.0"16.0"16.0" 15.0" 7.5- 11.0" 16.0"16.0" 9.0" 5.0" 8.0' 13,0" vs
EMBED(2000p51 t41N CONC) 62 16.0"16_0" 9.5" 13.5"16.0"16.0" 11.5" 6.5" 9.5" 16.0'16.0" 9.0" 5.0" 8.0" 13.0"
70 16.0"16.0" 8.0" 11.5"16.0"16.0" 9.5" 5.5" B.5" 14.0"16.0" 9.0" 5.0" 8.0" 13.0" `___���v777JJJllI'
.100 1fi.0" 9.0" 5.0"- 8.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0"16.0" 9.0" 5.0" 8.0" 13.0"
ANCHOR SCHEDULE: CONCRETE (CONT.)
2-3/16"MIN EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE , •VY j �?
Spans Up To 6'-0" Spans Up To B'-3" Span UD To 12'-0" Spans Up To 6'-0" Spans UD To 8'-3" Spans Up TO
LOAD CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE
_ ANCHOR (Psf) Cl C2 C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 1 C4 1 CS Cl C2 C3 I C4 I CS Cl C2 C3 C4 CS *" 22 t
5/16"ITN!TAPCON XL WITH 43 t16.0" 9.5"
1.01-3/4"EMBED(2899ps1 MIN 53 16.0"16.0"14.0"16.0"16.0"16.0"14.5" 9.0" 14.0"16.0" 9.0" 6.0" 10.0"12. 16.0"16.0"14.5"16.0"16.0"16.0"15.0" 9.0" 14,5"16.0"16.0" 9.5" 6.0" 10.5"13.0'•CONC) 62 IG.0"16.0"11.5"16.0" 16.0"16.0'•11.5" 7.5" 12.0"16,0" 9.0" 6.0" 10.0"12.5"16.0"16.0"11.5"16.0"16.0"16,0"11.5" 7.5" 12.0"16.0"16.0" 9.5" fi.0" 10.5"13.0"70 16.0"15.5" 9.5" 15.0"16.0"16.0" 9.5" 6.0" 10.5"13.5" 9.0" 6.0" 10.0"12.5"16.0"16.0"10.0"15.0"16.0"16.0"10.0" 6.5' 10.5"14.0"16.0" 9.5" 6.0" 10.5"13.0" /� cm,
-. _ - - iQ5"13 0" 0" 10.5"13.0"100 16.0" 9,0" 6.0" 1012.5"Sfi.0" 9.0" 6.0" 10.0"12.5" 9.0" 6,0" 10,0"12.5"16,0" 9.5" 6.0" 10.5"13.0"16.0" 9.5" 6.0" 10. I6. 9.5" 6.0' J35/16"ELCO UL7RACOtJ 1Y17H 43 16.0"16.0"16.0"16.0"16,0"16.0"16,0"13.5"t6.0"16.0" 2.0" B.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" •ay Wll a I :
1.3/4"EMBED(3500ps1 MIN 53 16.0"16_0"lfi_0"1G.0"16.0"16.0" 15.5"10.0"1G.0"16.0" 9.5" fi.5" 11.5"13.5"1G.0"16.0"16.0"16.0"16.0"16_0"16.0"11,0"16.0"16.0"16,0"10.5" 7.5" 12.5"15.0" j V' WCONC) 62 16.0"16.0"12.5"16.0"16.0"16.0'•12.0" 8.0" 14.0"16.0'• 9.5" 6_5" 11.5"13.5"16.0"16.0"1.1.0"ifi.0"I6.0"16.0"13.5" 9.0" 15.0"16.0"16.0"10.5" 7.5" 12.5"15.0"70 16.0"16.0"10.5"16.0"16.0"16.0"10.0" 7.0" 12,0"14.5" 9.5" 6.5" 11.5"13.5"16.0"16.0"11.5"16."16.0"16.0"11.0" 7.5" 13.0"16.0"16.0"10.5" 7.5" 12.5"15.0" W100 16.0" 9.5" 6.5" 11-5"13.5"16.0" 9.5'• 6.5" 11.5"13.5" 9.5" 6.5" 11.5"13.5"16.0"10.5" 7.5" 12.5"15.0"16.0"10.5" 7.5" 12.5"15.0"16,0"10.5" 7.5" 12.5"15.0" W 3
1/4"304 SS POWERS TAPPER 1-1/2"MIN EDGE DISTANCE _ 3"MIN EDGE DISTANCE - - 3 Lu^ m
W/1-3/4"EMBED(3000psi C1 C2 C3 C4 CS C1 C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 CS CS C2 C3 C4 C5 CS C2 C3 C9 CS V) 3 Y
g MIN CONC) 43 16.0"14.5" 6.5 8.5" 16.0"12.5" 7.0" 4.0" 6.0" 12.5" 7.0_ 3.5" 4.0" 5.5" 16.0'•16.0"_13.5'•16.0"16.0"16.0"14.0" 8.0" _12.0"16.0"14.5 7.5" 4.5" 8.0" 11.5" / H W g
53 14.0" 8.5" 4,5" 6.5" 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" 13.5'•16.0"16.0" 9.5" 6.0" 9.5" 16.0"12.0" 6.0" 4.0" 6.5" 8.5" ICl
5.5" 12.0" 7.0" 3.5" 4.0" 6.0" 6.0" 3.0" 3.0" 4.0" 16.0"13.0" 7.5" 11.0"16.0"14.5" 7.5" 5.0" 8.0" 12.0"12.0" 6.0" 4.0" 6.5" 8.5" f a
E 70 9.5" 10.0" 6.0" 3A" 3.5" 4.5" 6.0" 3.0" 3.0" 4.0" 16.0"10.5" 6.5" 10.0"16.0"12.5" 6.5" 4.0" 7.0" 9.0" 12.0" 6.0" 4.0" 6.5" 8.5"
100 6.0" 3.0"f 3.0" 4.0" 6.0" 3.0" 3.0" 4.0" 6.0" 3.0" 3.0" 4.0" 12.0" 6.0" 4.0" 6.5" 8.5" 12.0" 6.0" 4.0" 6.5" 8.5" 12.0_ 6.0" 4.0" 6.5" 8.5"
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
1"MIN EDGE DISTANCE 2-1/2"MIN EDGE DISTANCE W
.._
Spans UD To 6'-0" Spans Up 70 8'-3" Spans UD TO 12'-0" Spans UD To 6'-0" Spans UD To 8'-3" Spans Up To 12'-0"
I-n G LOAD CONN TYPE CONN TYPE CONI)TYPE CONN TYPE CONN IYPE CONN TYPE m
d o ANCHOR (ps(31"D- m
^, x Cl CZ C3 C4 C5 Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 U C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5
1/4"ITW 7APCON WITH 43 8.5" 7.0" 3.5" 8.5" 6.0" 3.5" 6.0" 3.5" 11.5"10.0" 5.0" 6.5" 11.5" 8.5" 4.5" 3.0" 9.5" 8.5" 4.5" 3.0" 4.0" 7 a O m
1-1/4"EMBED 53 7.0" 4.0" 7.0" 45" 4.5" 9.5" 6.0" 3.5" 5.0" 9.5" 6.0" 3.0"
C 62 5.5" 3.0 6.0" 3.5" " 8.0" 4.0" 4.5" 8.0" 5,0'_� 3.0" 4.0"
} 70 4.5" 5.0 3.0" 6.5" 3.5" 3.5" 6:5" 4.0" 3.0" 4.0" - lJ 4
lou
t -......
1/4"ELCO ULTRACON WITH 43 13.0"10.5" 6.5" 13.0" 9.0" 9.0" 13.0"10.5" 4.5" 6.0" 13.0" 9.0" 5.0" 3.0" 4.0" 9.0"
8 I_1/4"EMBED 53 10.5" 6.5" 10,5" 6.5" 6.5" 10.5" 6.5" 3.5" 5.0" 10.5" 6.5"; 3.5" 3.5" 6.5"
62 B.5" 9.0" 8_5" 4,5 -4.0" 9.0" 5.0.,
m 70 7.0" 7.5" 7.0" .5" 3.5" 7.5" 4.5"' 3.0" 4.0" 3.0'
I 100 4.0" 3.0" 4.0"I 3.0" 4.0" 3.0"
O 1/4"I•IILLEN[UM MILLFAS'T 43 12.5"10.5" 4.0" 5.0" 12,5" 9_0': 5.0" 9.0" 5.0" 4.0" 13.5"11.5" 5.5" 7.5" 13.5 .
"10.0' S.5" 5.0" 10.0" 5.5"
11._
m ANCHOR W/1-1/4"EMBED 53 10.0" 4.0" 10.0" 6.5
6.0" "% 6.0" 4.0" 11.0" 6.5" 4.0" 5.5" 11.0" 7.0"'
o 62 8.0" 4.5" 4.0" 4.0" 9.0" 5.0" 5.0" 9.5" 5.5" 4.5" 4.5"
VON
u
70 6.5" 4.0" 4.0" 7.5" 4.0" 4.0" 8.0" 4.5" 4.5"
-+ 1 4-20 SS MACHINE 100 4.0" 4.0'• 4.0" 4.5" 4.5"
U 1-I/4"MIN EDGE DISTANCE Z"14[N EDGE DISTANCE
LL 3 1/4"ANC OR W1INTS SOLID-SET -- _. ._ - __..
' ANCHOR W/7/8"EMBED& � � Cl C2 C3 Cl CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS a.-w m
90 / HINE SCREW 43 15.0"13.0'• 5.0" 6.0" 15.0'.11.0" 6.0 3.0" 4.0 11.0" 6.0"3." 5.0" iG.0"16.0" 8.5. P. 16.0"16.0 10.5 5.0" 7.0" d13
11.0" 5.5"
53 12.5" 7.5" 3.5" 4.5" 12.5" 8.0" 4,0" 3.5" 8.0" 5.0"% 3.5" 16.0"13.0"_ 6.0" 8.0" I6.0"14.0" 7.5" •1.0" 5.5" 9.0" 4.5"
62 10.0" 5.5" 4.0" 10.5" 6.5" 3.0" 5.0" 5.0"y 3.5" 16.0" 9.5" S.0" 6.5" 16.0"11.0" 5.5"70 8.5" 4.5" 3.5" 9.0" 5.5" 4.0" 5.0" 3.5" 14.5" B.0" 4.0" 6.0" 15.5" 9.5" 4.5"% 4.0" 9,0" 4.5" 4.0"100 5.0" ' " " " " 0" 45" 0" fi.5" 9.0" 9.5" 4.0" 9.0" 4.5" 4.0"
5/16"ITW TAPCON XL WITH ._ 3"MIN EDGE DISTANCE 4"MIN EDGE DISTANCE - USA
' g�
m
1-314-EMBED Cl C2 C3 C4 .C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 CS C2 C3 .C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5
43 16.0"16,0" 9.0" 12.0"_16.0"14.0" 7.5" 5.0" 8.5 14.0" 8.0" 4.0" 3.0" 5.5" 6.5" 3y
53 15.5" 9.5" 6.0" 9.5" Ii s"10.0" 5.0"� 6.5" 10.0" 6.5" 4.5" 4.5" �M ��
p,� 62 13.0" 7.0" 4.5" 8.0" 13.0" B.0" 4.0" 5.5" G.5" 6.5" •1.5" •I.5" a ti $
70 10.5" 5.5" 4.0" 7.0" 11.0" 6.6"j 5.0" 5.0" 6.5"
s.y
100 6.5" 3.0" 4.5" 4.5" 6.5" 4.5" 4.5" 6.5" 4.5" 4.5"
1-9/16"141N EDGE DISTANCE 3-1/8"MIN EDGE DISTANCE IMF
5/16"ELCO ULTRACON WITH Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS. Cl C2 C3 C4 C5 Cl C2 C3 C4 CS COPYRIGHT FRIJULBU MDO P.E.
1-1/4"EMBED 43 12.0"10.0" 12,0" 8.5" 8.5" ifi.0"16.0" 8.5" 11.0"16.0"15.0" 8.5" 7.5" 15.0" 8.5" 7.0"
- - 15-2339
53 9.5" 6.0" 9.5" 6.0" G.0" I6.0"10.5" 6.0" 8.5" 16.0"11.0" 6.0" 10.5" 7.0" '
62 8.0" 8.0" 1.1.0" 7.5"% 7.0" 14.5" 8.5" 7.0" 7.0" SCALE:
" . 70 6.5" 7.0" 11.5" 6.0" 6.0" 12.0" 7.0" 7.0" PAOB DESCRIPTIONI
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ANCHOR NOTES:SEE SHEET O
$ 9 FOR ANCHOR NOTES.
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
_ 2"MIN EDGE DISTANCE �J •'!"•.•
tl Spans Up To 6'-0" Spans Uv To 8'-3" Spans Up To 12'-0"
LOAD ?� •• �•1F
b CONN TYPE CONN TYPE CONN TYPE
x ANCHOR (Ps0 C1 I C2 C3 C4 I CS Cl, C2 I C3 I C4 I CS C1 C2 I.C3 1 C4 1 CS
N12 SMS W/2"EYEWALL 43 16.0"16.0" 7.5" 9.0" 16.0"15.5" 8.5" 4.5" 6.5" 15.5" 8.5"
3 AR14OR INSERT W/1-1/4" 53 16.0"10.5" 5,0" 7.0" I6.0"11.0" 6.0" 3.5" 5.0" 11.0" 7.0"
EMBED
.62 14,0" 7.5" 4.0" 6.0" 14.5" 9.0" 9.5 4.0" 7.0" 7.0" 3.5" 3.5" 5.0" - {� a •��Q
z m 70 11.5" 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" 3.5" 5.5" 7.0" 3.5" 3.5" 5.0" ��'Q•. !`
100 7.0" 3.5 3.5" 5.0" 7.0" 3.5"/3.5" 5.0" 7.0"
ANCHOR SCHEDULE: WOOD (G=0.55)
3/4"MIN EDGE DISTANCE rn 0>1 U
G Svans Up To 6'-0" Spans Up 7o B'-3" Spans Up To 12'-0" U W o
0� (Pso CONN TYPE CONN TYPE CONN TYPE Z J( N C1§ 0
O ANCHOR - - W
x Cl C2 C3 C9 CS C3 C2 C3 C4 CS Cl C2 C3 C4 CS W .-+m 3 u
33 z
_ 1/4•LAG SCREW WITH 1-3/4" 43 16.0"16.0"11.5'12.5"16.0"16.0"16.0" 7.5" 9.0" 16.0"16.0"14.5' 4.5" d4.O
" "F11N THREAD PENE7MT[ON 53 16.0" " 8,5" 10.0"16.0"16.0"16.0" 6.0" 7.0" 16.0"16.0"11.5" 4,0" 16.0" W62 16.0"16.0" 7.0" 8.5" 16.0"1G.0"14.5" 5.0" 6.0" 16.0"16.0"11.5" 4.0" 16.0" W'-'70 16.0"16.0" 6.0" 7.5" 16.0"16.0"12.5" .0" 5.5" 16.0"16.0"11.5" 4.0" 16.0"100 16.0"11.5" 4.0" 5.0" 1G.0"16.0"11.5" 4.0" 5.0" Ifi.O"16.0"11.5" 4.0" 16.0"WOOD BUSHINGWITI1 43 16_0"16.0" 8.0" 10.0"16.0"15_5" 0.5" 4.5" 70" 15,5" 85" 4.5" 7.0•'1.13"MIN EMBED @ 1/4.20 53 16.0"10.5" 5.5•• 8.0" 16.0" 11.0" 6.0" 3.5" 5.5'• 11.0" 7.0" 3.5" 5.0"
SSMACHINE SCREW 62 19.0" B.0" 4.5" 6.5" 14.5" 9,0" 4.5" 3.D" -1.5" 7.0" 7.0" 3.5" / 5.0"
70 12.0" 6.0". 3.5" 5.5" 12.5" 7.5" 3.5 A.0" 5.5" 7.D" 3.5" 5.0"
0 100 7.0" 3.5" %477.0" 3.5" 4.0" 5.0" 7.0" 3.5" 5.0"
.. 914 SMS OR 314 WOOD 43 16.0"16.0" 12.5" 16,0"16.0" 8.0" 10.0"16.0"16.0'11.5" 5.0" 7.0" 16.0"SCREW WITH 1-3/4"MIN .53 16.0"16.0" 9.0" 16.0"15.0" 0.0 16.0"16.0" 9.5" 4.0" 5.5" 130" WTHREAD PENETRATION 62 16_0"16.0" 7.5" 16.0"11.5" 5,0" 7.0" 16.0"I6.0" 9.5" 4.0" 5.5" 13.0"70 16.0"16.0" 6.5" 16,0"10.0" 4.5" 6.0" 14.0"16_0" 9.5" 4.0" 5.5" 13.100 16.0" 9.5" 4.0" 16.0" 9.5" 4.0" 5.5" 13.0"16.0" 9.5" 4.0" 5.5" 13.0" m p M
ANCHOR SCHEDULE: WOOD (G=0.42) O Zm
3/4"MIN EDGE DISTA14CE
�\ E
�b Spans Up 70 6'-0" spans Up To 8'-3" Spans Up 70 12'-0" �y W
6
O LOAD CONN TYPE CONN TYPE CONN TYPE
0 ANCHOR pp
a x (psfl Cl C2 C3 C4 CS C1 C2 C3 Cl C5 Cl C2'l C3 I C4 I CS 5 3 g
0
„ 1/4"LAG SCREW WITH 1-3/4- 43 16.0"16.0" 9.0" 10.0"16.0"16.0"16.0" 5,5" 7.0" 16.0"16.0"
E MIN THREAD PENETRATION 53_16.0 I6.0 - - 16.0"I6.0"12.5"_ 4.5" 5.5" 16.0"15.0" 7.5'", 3.0" 4.0" 11.0"
a 62 16.0"16.0" 5.5" 6.5" 16.0"16.0" 9.5" 3,5" 5.0" 15.0"15.0" 7.5"I 3.0" 4.0" 11.0"
R o �-` T� 70 16,0"13.5" 4.5" 6.0" 16.0"16.0" 8.0" 3.0"1 4.0" 11.5"15.0" 7.5" 3.0" 4.0" 11,0"
b 100 IS.D" 7.5" 3.0" 4.0" 11.0"15.0" 7.5" 3.0" 4:0" 11.0',15.0" 7.5" 3.0" 4.0" 1L0"
_ o. 314 SMS OR N14 iVDDD 43 16.0"16.0" 8.5" 10.5"16.0"116.0"12.5" 5.5" 7.0" 16.0"13.0" 6.5" 3.5" 5.0" 10.5"
SCREW YlITH 1-3/4"FIIN --" -
(, - O 53 16.0"16.0" 6.5" 8.0" 16.0 I6.0" 8.5 4.0" 5.5" 16.0"10.5" 5.5" 2.5" 4.0" 7.5"
0 THREAD PENETRATION '-- -'-'-" --
+y 62 16.0"11.5" 5.0" 7.0" 1G.0"13.0" 6.5" 3:5" 5.0" 10.5" 10.5" 5.5" 2.5" 4.0" 7.5" ,.
u 70 16.0" 9.5" 45. 6.0" 16.0 iL0" 5.5" 3.0" q.0" 0_0" 10.5 5.5" 2.5" 4.0" 7,5"
• 100 10.5" 5.5•' 2.5" 4.0" 7.5" 10.5" 5.5•' 2.5" 4.0" 7.5" 10.5" 5.5" 2.5" 4.0" 7.5"
ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCKRam
a ?agga
4"MIN EDGE DISTANCE _. _ __ ',
Spans Up To 6 11
'-0" Svans IT 7o B'-3" Spans UD To 12'-0"
R rA LOAD CONN TYPE CONN TYPE .CONN TYPE o P`
O ANCHOR -
_ (Psp CI C2 C3 C4 CS C1 1 C2 C3 C4 I CS C] C2 C3 C4 CS
5/16"ITW TAPCON XL W/ 43 16.0"16.0"16.0"16.0"16.0"16.0"116.0--1 15.0" 16.0"16.0" 15.0" 9.0
16.0" _' 14.0"16,0"
- @E
2-1/4G",MIN.
EMBED 53 16.0"16.0•'16.0"16.0"16.0'•16.0"16.0"111.0"116.01,16.0"16.0"16.0"12.0" 7.5" 12.0"16.0"
tl""'� 62 16.0"16.0"14.0"16.0"16.0"16.0"15,0" 9.0" 14.0"16.0"16.0"12,0" 7.5" 12.0"16.0"
' 70 16.0"36-0"11.5"16.0"16.0"16.0"12.5" 8.0" 125"16.0"16_0"12_0" 7.5" 12,0"16.0"
100 16.0"12.0" 7.5" 12.0"16.0"16.0"12.0" 7.5" 12.0"16.0"16.0"12.0" 7.5" 12.0"16.0"
u 5/16"ELCO ULTRACON W/ 43 16.0"16.0"10.5"14.0"16.0"IG.O•'10,5" 6.5" 9.5"'16.0"11.0" 5.5 6.5" 9.0" WPIRIOHTFNJMLBEh11Vl00PE.
2.1/4-MIN.EMBED 53 16.0"13.5" 7.5" 11.0"16,0"14.0" 7.5" 7.5" 13.5" 9.0" 6.5"
m 62 16.D"10.0" 6.0" 9.0" 16.0"11.0" 5.5" 6.5" 9.0" 9.0" 65•' 15-2339
70 15.0" 8.0" 5.0- 8.0•• 15.5" 9.5" 5.5" 7.0" 9.0" 6.5 SCALE:
`s z 100 9.0" 5.5" 6.5" 9.0" 5.5" 6.5" 9,0" 6.5" - - -
5 j/ / PAGE DESCRIPTIDNI
17 0 2"MIN EDGE DISTANCE
-..
-,_CS C2 C3 C4 CS Cl C2 _C3 _C4 CS Cl C2 C3 C4 d312 SMS W/2"EYEWALL 43 16.0"16.0" 9.5" 11.5"16.0"16.0"14.0" 6.0" 8.0" 16.0"14.5" 7.5" 3.5" 5.5"AR14OR INSERT W/2"EMBED 53 16.0"16.0" 7.0" 9.0" 16.0"16.0" 9.5" 4.5" 65" 160"1L5" 6.0" 3.0" 4.5"62 16.0"13.0" 5.5" 7.5" ifi.0"14.5" 7.5" 3.5" 5.5" 12.0"11_5" 6_0" 3.0" 4.5"- _ ANCHOR NOTES:SEE SHEET
70 16.0"10.5" 5.0" 6.5" 16.0"12.5 6.5" 3.0" 4.5' 9.0" 11.5" 6.0" 3.0" 4.5" 9 FOR ANCHOR NOTES.
100 11.5" 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5" 0.5" 11.5" 6.0" 3.0" 4.5" -