HomeMy WebLinkAboutProduct Approval Property Infonnation Building Information
Owner: Theofilos Wind Zone: 150 MPH.
Address: 8005 Kenwood Rd Exposure Category: B
Ft Pierce,Fl 34951 Minimum Building Dimension: 24 ft:
Mean Roof Height: 15 ft.
Risk Category: II
Design Pressure Calculations
Opening Location Device Device Device Max Positive Max=Slullree%isv�
Number Zone Width(in) J Height(in) Elevation(ft) Pressure(psf) Pres
1 Int 74 50 7 26.8 -29.2
2 Int 74 50 7 26.8 -29.2
3 Int 102 83 7 25.3 -27.7
4 Int 99 83 7 25.3 -27.7
5 Int 37 43 7 28.4 -30.8
6 Int 71 80 7 26.0 -28.4
7 Int 37 33 7 28.5 -31.0
8 Int 27 26 7 28.5 -31.0
9 Int 37 51 7 28.0 -30.5
10 Int 37 51 7 28.0 -30.5
EE-Al l!`,iN1G
Si. Lucie county, FL
0l7i r :7 � PY7
im
Prepared in accordance with:ASCE 7-10,Chapter 30. JYind Loads-Componems and Cladding.5th Edition(2019)Florida Building Code.
Page 1 of 1
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Product Approval
USER:Public User
Product Approval Menu>Product or Application Search>Application List>Applimtion Detail V
t FL# FL13757-RS
Application Type Revision ��t'lnt�
Code Version 2014
Application Status Approved r
C
in,
y sLe1+1CIF f 4Fk �F -
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 Bernardo
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 Shutters
Subcategory Accordion
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
i4: Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Frank L. Bennardo,P.E.
the Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation&Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By ORLANDO L. BLANCO,P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL13757 R5 COI Indeo 2.odf
FL13757 R5 COI Indeo 3.odf
FL13757 R5 COI Indeo.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2006
ASTM E1996 2005
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL13757 R5 Eauiv Eauiv 2.1)df
FL13757 R5 Eauiv Eauiv 3.odf
FL13757 R5 Eauiv Eouiv.Ddf
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 Produ cts
FL# Model, Number or Name Description
13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL13757 R5 II Dwo.odf
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 FL13757 R5 AE Eval.Ddf
span/pressure combinations and additional limitations of Created by Independent Third Party: Yes
use.
13757.2 6.8 Stream line Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL13757 R5 II Dwo 2.Ddf
Approved for use outside HVHZ: Yes Verified By: Frank L. Bernardo, P.E. PE0046549
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See installation drawings for allowable FL13757 R5 AE Eval 2.Ddf
span/pressure combinations and additional limitations of Created by Independent Third Party: Yes
use.
__J
13757.3 E.A. Essential Facilities Accordion Aluminum accordion shutter approved 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 R5 II Dwa 3.1)df
Approved for use outside HVHZ: Yes Verified By: Frank L. Bernardo 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 Eval 3.Ddf
anchorage,etc. Created by Independent Third Party: Yes
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Contact Us::2601 Blair Stone Road,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 Stat men : Refund Statement
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Chapter 455,F.S.,please click here.
Product Approval Accepts:
E:
Sate
6 . 8 STREAMLINE SHUTTER W46 ."
GENERAL NOTES: FOR USE WITHIN AND OUTSIDE THE HVHZ.1. THIS SYSTEM HAS BEENTESTED AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING =
CODE,FOR US'WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE Tll': '
NTERNATIONAL BUILDING CODE(IBCi AND INTERNATIONAL RESIDENTIAL CODE(IRCj.THIS SYSTEM UNLIMITED WIDTH Q'. o
MEETS MISSILE LEVEL"D"AND,N LU ES ESSENTIAL FACILITIES AS DEFINED IN ASTM E1996-09. A QFrI m c-c
SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. a 4V a
2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE SECTION :��0�� f ko
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE �i
REpUIREMENTS'AS DETERMINED 1N ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE TOP TRAc�ki�/ -�v
FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN 7 7 - 3
PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. w=••m
3. TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201/202/203 AND ASTM E1886/E1996/E330. >u w a
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 Q a o Z;d
SAFETY FACTOR. iLLu1J c m',w°,Q
5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND W M o U 3:01.
ZONES,IN.ACCORDANCE WITH ASTM 1996-09.IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL VIEW 3uim w
CRITERIA 1S INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION. u a 3
6. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS.WIND
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR DESIGN. ¢ °w
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE m p_ o
$ 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 N
SHALL BE USED. z N
B. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC
SITE. ",n ^�
b� 9. THESE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL
ONLY BE USED IN CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE SAME n
PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTERO Q TM ti
61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. w d
a 10. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE
CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR O F-a•�
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM N rn ¢Pmi
ewd
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. c n p m
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL
DOCUMENTS. O Zm<a `
12. WHEN THE SITE CONDITIONS_DEVIATE FROM THESE APPROVAL DOCUMENTS THE BUILDING. HURRICANE PROTECTION C1 6
T OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNEDBOTTOM
oOM
,DATED AND
b SEALED BY A LICE SFD ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY THE
DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRAF TING HIS//HER APPROVAL. LOCKING MECHANISM,SEE )
13. EACH SHUNTER ASSEMBLY SHALL BEPERMANENTLYLABELED WITH THE F6LLOWING MINIMUM TYPICAL PLAN VIEWS-
INFORMATION:
TOWN&COUNTRY INDUSTRIES i TYPICAL ACCORDIONLAUDERDALE FLa
MISSILE LEVEOLD ASTM E1886'E1996&E330 1 SHUTTER ELEVATION pL
TAS 201,202&203
FLORIDA BUiIDING CODE APPROVED 1 N.T.S. EXTERIOR ELEV
14 ALLEXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N.,WITH A MINIMUM Fy OF 2S TABLE 2:
R 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.
16, ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW,PUSH LOCK OR NON-HVHZ ESSENTIAL
BOX LOCK AT CENTER OR SIDE CLOSURE. HVHZ FACILITIES $ �
17. TOP AND-BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. y $
18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER
19, MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN INSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS �p
20. ALL DIMENSIONS SHOWN INCLUDE POWDER COATING FINISH. a 30'ABOVE >30'ABOVE 5 30'ABOVE >30'ABOVE g¢
.9 21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE
22. SHUTTER MAY BE INSTALLED WITH UP TO(21 ADDITIONAL BLADES OF SLACK.
23. SEALANT SHALL BE USED ON ANCHORS OR 7TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 72" 2-114" 1-518" 2-3/8" 1-5/8" @
TABLE 1: 99" 3-112` 1-7/8" 3-5/8" 1-7/8" a
TABLE 1 NOTES:- 120" 4-118" 2" 4-1/4" 2"
1. DESIGN PRESSURES SHOWN 1N"ACCORDION 144" 4-718" 2" 5" 2"
ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE a
> D MAXIMUM ALLOWABLE DESIGN PRESSURES TABLE 2 NOTES: 3 F e
SPAN SCHEDULE 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA.
AT EACH RESPECTIVE SHUTTER SPAN. 2. AON-TIVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY CGWYPItlfIFWIMLBE`IWV+WPE
POSITIVE NEGATIVE 2. LINEAR INTERPOLATION BETWEEN SHUTTER FL-AIDA. 15-2339
E SHUTTER DESIGN - DESIGN SPANS IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND _
SPAN PP SSURE PRESSURE BETWEEN THOSE INDICATED ABOVE,THE ZONES 1 THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SCALE-
DESIGN
DESIGN PRESSURES FOR THE NEXT HIGHER MINIMUM SPAN OF AT LEAST 30". PAGE DESCRIPTION;
IPSr1 iPSF SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES I 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'
99" 70 I 70 ABOVE GRADE, ov
5. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE
120" ,53 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
1 L 14d _ 43 40 E1996-09.
a
PROIECTION 4.674QMARVARIES
2.67.4" ---ttt---
0.115" �_ ..
T--
" 'j' i7 0.062" 0.450" 0.080"
I} i-0.225" 1.708" 0.100" 1.830" 0.062" `'�^'° ��•n -
,`=n 708" i"O.IGO" ry ---I-
,v 'I0.080" 0,063" t:/*
0.195" 0.096 I 0.145" 0.060" 0,070" H O.tl60" ry 2.820" TJt�
'-L'•---1' 0.062" 1.408" C,1A
0.125" `Y' 0.630° 0.630" 1.993"� 'r�i� Cs• T v6• z
0.062" 0.062' -L i, O.la3" 0,096"
i
0.630" 0.630" ..
•1_.. -S-" A69"'{ �--�'0.975" �0.971"j 0.243' iv //// I� Ia o:Q
-{-t 0 060" 0.06 1. 70" N 0.630" ; LL
Q.062"I OQ" -i.Ob9"-� 0.062" 1p,z00' 0.630" i
"1H 0.062 t'n Q a
1.069" li _ m W
" -� 0.062" 0.200"
SUPPORT LEG OPTIONAL ..I -1.069-- ED -v;0 3 u
1.069"
5.745"MAX. w W,n�? m
5.745"MAX, 3:m-
a 3 x
QWALL BUILD OUT WALL O STREAMLINE CEILING TRACK STREAMLINE WALL TRACK a HEAVY HEADER/SILL LITE HEADER/SLL 0
SCALE:HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE "+0
WHERE SHOWN,SCREW BOSSES
&FELT GROVES ARE OPTIONAL m
ON ALL EXTRUSIONS
0.874'}-
24.655"
0.875"
2.195" 0.510" ®5
2.195" 1I 1.230-
-1.229-
1.229" 0.105" 0.060"
"0.75" 2.655" 0.1021.362"J
44..58240"
1.069" 10 o
83105,v in N
. 0. 075"
" 10.075"
105" i
-` L N " 0.04
4.510" " .4
..�.i�wN�N°zJ'rn•�g�E
�p
�¢g
TESTED THICKNESS OF U
_ V -- -- 4.510' { 0.07" BARE•ETAL.W/0 PAINT IS 0.039"
0.781"
'� i----3.506"�
O SILL O SILL ADAPTER O EXTENDED SILL 10 EXTENDED SILL ADAPTOR11 ADJUSTABLE SILL BOTTOM 13 6,8 STREAMLINE SLAT/BLADE
K SCALE,HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE
SCALE:HALF SIZE Ij
i
LL a
II
jai
Q eggs
. 0.080I0-.00.91600".04
013 0"7.579^0" 0.341"
i I
27 ' 0510"
7•0
.245"
0.143" 1.706fj 0.143" 0.096" 5p- '.'0p6' 70"
0115"
4.753" 0.090" v 0.0801,
`.
kg
OIML0.221 0.682" 0.630" 0.060 COPYFICIR FRNCi LBEh7lVmOPE
0.693 15-2339
NOT,:THICKNESS OF BARE 2.822" �---1.625"---� 0.420" sam
METAL W/O PAINT IS 0.039" PAGE DESCFtiPTIOHt
15 6.8 STREAMLINE STACK 16 RADIUS CEILING HEADER/SILL 17 6.8 STARTER Ig WALL SILL CLIP 1gb WALL SILL
SCALE:HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE o�9
t
0.610" STAINLESS STEEL '28011-f" 0" NYLON ALUMINUM HER OR
ASSEMBLY 0.357" •" /i
0.320"0 HOLE O
0.276" 0"
`o o #is x 7--3j4"430 HT S.S. ,�,
o NYLON '^a m SCREW W TC ULTRACOTE -T-- 0591" _ ..-1
v x'880 WHEEL i O 0.120"o INSERTS / Z
0.05 '+ INTO COATING n+ = A { r7+*+'fS,'
j F TRACK (TYP TOP 8c BOTTOM) N 0.062" S• q,v �v
Il i.ltlp° 0.240" ��I i Off" zo
-+- 'I! NYLON BUSHING Wt WASHER: �...,._ �4�F 3
II TYP.AT EVERY OTHER S--00.750" 7/16"0 x 1/2"0 INTERIOR JOINT TOP 0.154'- -0.137" //// -AZ 8 0
T 5'MAX. ----1 INSIDE 30INT AT TOP. p•870" --`-y 7116"0 x 1'@INTERIOR IOINT BOTTOM 1
CYLTNDER-SOLID BRASS,NICKEL PLATED EITHER CAN BE USED ON EXTERIOR
19 ANGLE HOUSING-ZINC DICAST,POWDER COATED q L9
SCALE,HALF SIZE 22 ROLLER ASSEMBLY 24 BUSHING ASSEMBLY DETAIL 26 BOX CENTER INSERT �(y Z
SCALE,HALF SIZE NOTE: MAY BE KEY OPERATED OUTSIDE SCALE,HALF SIZE SCALE:HALF SIZE Z N w z
OR KEYITHUMB TURN OPERATED INSIDE. W "i w 3 m
f-}0.z50" 2g BRASS PUSH LOCK Cj�3
SCALE,HALF SIZE c w y
RO.155"
A
80,500" 4.000" 0.286
0.623"
0.790" 0090 .
��O64T
45002.250" o '0.09 607
0.224" 00239"
0.060" .496" =tQ Nwt'
rn*Pd3<
a6 M
1to��� Zm
1758" � dRAINGUARD 2DECORATIVE FLOOR TRACK 3.476"2SCALE+HALF SIZE 8 a.zz" '
160"SCALE,HALF SIZE c U¢
30 UNIMATE LOCK 31 MALE BOX CENTER 32 FEMALE BOX CENTER
SCALE,HALF SIZE SCALE+HALF SIZE SCALE,HALF SIZE =
u
4-0.062" o g
a r
5.500"x 13116"WIDE }-0.400"
I(�-- 7f16"0 STAINLESS �+� m
Q 1 �� (.167�� -� STEEL NUT �-r----
a
0.125" �L��._��.I 30 �•N �i-, 0 " 0.438"
R
0.186" 5/16-18x1 MACHINE SCREW IA
n'P. 5116"9 INTERNAL STAINLESS STEEL
I 0.689" POWDER COATED,ZINC DIE-CAST THREAD - MCµ'
r- Iz
4.500" �� HEAD STYLE VARIES �, �_, 1.050"� s;Yg666
N SECTION A O T-LOCK ADAPTER O T-SCREW INSERT O THUMB SCREW
DLTA 610DEL 2022 36 37 36 r ���
! DUSTRIALL SYSTEMS (OPTIONAL) SCALE:FULL SIZE SCALE:FULL SIZE �, 0 0.254'• 40a 40b 40c .
_ 35 BOX,LOCK SCALE.HALF SIZE N 0 3191s��f .
'
�S I l
SCALE,HALF SIZE 2" STRIP& 3" EXT T
j-2.000^--j 2" E
x0.125"
1.500- 0.125",
p.125' 7SCALE, HALF SIZE dYp
' 0.00.125" I 0.093" d y_93
- I 0.005" O0.125" CWMOrFw LIMMMO E
o 0 0.093" "'
15-2339
1 � �
SCALE!
FPAGE tfESCAiPRONi
i
.' 1.._.`....__..__.._7.000.. t
�s 2',;< AIG{E 20 ALT. 1" END STRIP 21 1.5"x3"x0.093° ANGLE 25 2"x3"xO.125" ANGLE 99
SCALE:HALF SIZE SCALE:HALF SIZE SCALE,HALF SIZE
SCAt Et HALF SIZE
j1 �D4¢$49�1'T7 tj'/
ANY ANCHOR PER ANCHOR DIST, 9 rh
SCHEDULE @ f8"OEDGE.C. EXISTING DIST. •tK+1' l'Yk.
GLAZING SEE END STRIP
SCHEDULE FOR
A .ANGLE EMBED }q SPAN WHEN U51 ^"
Iy LEG O REC[TON Od 20,40a,406 OR G
¢q a H B 1/4" OR G.8 STARTER TAli
°
EMBED. 17 o,�„ (INTERIOR)
` 17 ffi 17 MAX. WITH 21 OR 25. a'•MIN.0,062"THICK 6063-T6 ALUM.ANGLE 1"x 1"MIN,TO 2"x S"MAX. 21 26
t30EDGE (ANGLE LEG MAY BE REVERSED) FA57EP1 ANGLE TO TRACK W/ W
DIST. - ('� ANY ANCHOR PER ANCHOR m 41 (2)#10x1"SCREWS AT >U,r
CORNER,TOP&BOTTOM;AND (I� Q
SCHEDULE Q 1B"O.C. ATTACH TO 6.8 STARTER W/ Z u m W o
#12 x 1j2"GALVANIZED OR
13._ 13 13 13 #12 x 1/2"GALVANIZED OR S.S.SMS, S.S.SMS,3/16"0 ALUM.POP W .ryi 3 i
30 3116"O ALUM.POP RIVET,OR 1/4.20 RIVET OR 114-20 MACHINE w 3 m
s.BG"(TYP.) ALTERNATE END STRIP QETAIL BOLT&NUT @ 18"O.C. 3
USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 1B"O.C. WITH 6.8 STARTER AND ANGLE
g (EXTERIOR) 5/16.18�iUMB SCREW IN70 THREADED _'w
b INSERT 37 AT 113 SPAN 7O 2j3 SPAN SCALEI 3"=1'-0'• ANY TRACK W( w ..
a SCREW BOSSES.
( FROM 80 ON OFSHUTTER.RECEIVING END STRIP SCHEDULE a
TYPICAL PLAN VIEW HOLE SHALL BE 318"MAX WIDTH,UP TO PS SPAN
SCALE.3"=T-0" 1"HEIGHT. 1"BIO(2,77 62 9"
7 Do"
USE(1)BRASS PUSH LOCK 1 85.. SEE END STRIP
OR(1)5/16-18 THUMB LOCKING DETAILS FOR 2"BIO(3.T) 62 85" rn u14�p
SCREW 1p ,0 THREADED CENTER MATES 72�B" SCHEDULE FOR MAX, mU.�
INSERT (371 AT 1/3 SPAN I _ 3
TO 2/3 AN FROM SHOWN ON RANDOM 8 3" SPAN WHENE
BOTTOM OF SHUV111 \_0
DETAILS 3'B10(4.7') 62 8 72 9 "J 20,40a,40RECCEIVIN MAX WIDE13 2 4 1/4" OR 6.8 STAN 40M
1 HEIGHT, 62 0MAXWITH 21 O �. 8 D m
ALT.t"010 :mm72 ZS To�I
40 40 USE APPROPRIATE v
li 1q 11 61" STARTER STRIP TO
1.5"x3" 45 3" 40 20 PROVIDE CLOSURE FOR
13x0.083" 5 B3. BUILDING CONDITIONS.21 60 81" FASTEN STARTER STRIP d o g
77
B
i (INSIDE) 7 3' SCREWS TO C T CORNER,
b x0 125" 45 138" &BOTTOM. as
_ zq' ALTERNATE END STRIP DETAIL y
ull 6T 23' SCALE.3"=1'-0" ANY TRACK W/SCREW �1y'
i3 FN 1 25 6 116' BOSSES.
7 11'
7 09"
j W { pw,
*s'
FORGREATER SPANS OR LOADS THAN
SILL SHOWN IN END STRIP SCHEDULE,ENDSTRIPS0.EQUIRE A I"xf-.090"CLIP ANGLE1110SPAN USI NCANYANCHDRONTHE EXISTING GLASSANCHDRSCHEDULE&A74x1!4'TEK SCREWOR1/4-t0 BOLT TO END STRIP. oUSE((1)BRASS PUSH LOCK ([NSIQE}USE(1)BRASS PUSH LOCK FOfl i1)S116-i8 THllMBl /OR(1)5/16-18 THUt1B 13 ddd SCREW I O THREADEDSCREWIy7 THREAODP TO 2R/3 3 AN FROMSPAN SILL
INS T D71 AT 1/3SPAN BnBOTTOM OF SHUTTERTO TOS N FROMBOTTOM GF SHUTTER. (OUTSIDE3/B"RECEIVING HOLE SHALL BE!, 1"H MAX WIDTH,UP T
1"HEIGHT. 23
TYPICAL OUTSIDE CORNER CLOSURE _ __ _ _ s 30 gip
DETAILS WO/CORNER POST A13MTS 31 2 15-2339
LL USE(1)BOX LOCK AT 1/3 SCALE,
SPAN TO 2/3 SPAN FROM PAGE DESCRIPTION;
c BOTTOM OF SHUTTER
TYPICAL INSIDE CORNER CLOSURE F�j �V9
CC2MULTIPLE SHUTTER ASSEMBLY
DETAILS WO/CORNER POST SCALE:3"=l'-0" Q
z
a
t
A.E.
C1 CONNECTION TYPE /9 Yii
-- REFERENCE ANCHOR EXISTING HOST O �i
SCHEDULE FOR MAX. STRUCTURE S
SPACING
1/4-20 MACHINE BOLT =
r C1 CONNECTION TYPE 3' 4
\ REFERENCE ANCHOR 1/2" W/NUT(al 12"O.C.OR
SCHEDULE FOR MAX. #14 SMS(u1 6"O.C. 2"*
f { , SPACING 1/2" (TYP.TOP&BOTTOM) '„p�• TA
A
2 FASTENERS ALUM. TUBE `4" �"•+�0� '� �ti�
EACH ANGLE 6063^T6 ALLOY
SEE TABLE A FOR SIZE. �
z
1"x 2"x 1/6'• ' /// 1 ar ( ALTERNATE THRU BOLT VVV �I�:IJJ _o Z j•.`x�6 O
I/ �' C1 CONNECTION TYPE a w rree o
DR 2"x 2"x 1!8" ° ( _ REFERENCE ANCHOR MR SEPARATION 13 w x 1:2 t m z$d
ALUM.ANGLEr
SCHEDULE FOR MAX, u 7 w„�
13 r f SPACING PER TABLE 2 =¢z J L. N 6 z
THREE 3/16"0 ALUM. ° g 2 a W m
POP RIVETS OR ° t7 t ORADO. X S A_ w ra- m a 3 y
THREE#12 SMS,TYP.
3/16"01 ALUM.POP I 'a=w pw..
17 RIVET OR#12 SMS r�- j R(��„• LZ� / tifl
@I te"O.C.tTYP.3 M. �.,," 5 0 oR Z O a
TABLE A(cc3) \,• / /F �(F
E PRESSURE VS ALL/OYIABLE LENGTH ^+ / w in
PSF 2,{glg' 3N4 �B. MAY USE MALE OR 1 w Q �� {
FEMALE LOCK-SLAT m
>� 62 130" tar 13 ALTERNATE THRU BOLT 1/4"MAX.FROM PIN
C5 CONNECTION TYPE Ci CONNECTION TYPE " GUIDE R BUSHING
PJ
72 124• 179• TYPICAL CORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR r WASHER ITYP.1
B2 lis" 172• CC3 NTS SCHEDULE FOR MAX. SCHEDULE FOR MAX. II " `-14 �•�
d SPACING - _ 114x3/4"SMS @ 9"O.C.
92 114" N131*
--J I�fANGLE TO TUBE CONNECTION ate,; I 0102 110"l20 04
104" EXISTING HOST EMBED. 6063- 6 ALUM.TUBE z-5 is aTABLE B(CC4) m<§
150 9r STRUCTURE roPRESSURE VS ALLOWABLE LENGTH 5 CONNECTION TYPEu6a" 11t
2"�t2"xi��a' 3'x3"xi/a EDGE DISTANCE SCHEDULEFORMAX.
PSE WITH B/0 WITH 810 SPACING
62 ti3" 166" o g
FASTENER[41 18"O.C. ALTERNATE BUILD OUT MOUNT SECTION
72 tar 15r
(USE ANY ANCHOR SHOWN 0�
SCALE•3"«1'-0" °' v
B2 101• 147^ IN ANCHOR SCHEDULE). v�
92 956 139" t•�']
+� 102 90" 132'
8 120 63' 122' w 4
ry 150 79" 109" C r w
R - 200 6q• 94' r y Q a
o: °
3/16 RIVET OR#12 SMS 090"6063-T6 N EPARA IO t3 2 z u o v
ALUM.TUBE TYP. w EPARATtON N w
18"O.C, OR 1/4-2 PER TABLE O w w o A 3
NUT&BOLT(TYP.I. �,+{� 2 >C o z m
CREE
ALUM.POP GLASS Q a Q G Q �s$
ALUM. TUBEOR 012 SMS Y DR DOOR 0.F-' ° �S $
6063-T6 ALLOY .C.(TYP.) E H
'
SEE'LA,N,"E•5.FOR SIZE. 1/B" v ?
ENERS x CONTINUOUS o Si! SZT
NGLE ALUM3NUM ANGLE b
1"x 2"$.093"6083-T6 OPTIONAL ANGLE INSIDE 3 bill
ALL'?i.ANGLE,T"P 3/16"0 ALUM. ORIENTATION TYP.VETS DR ,#12 SMS,TYP. _xt/8" Ca gg
OR 2"x 2"x 1/8"
E REFERENCE E�ANCHOR _ g
• 13 .ALUM.ANGLE SCHEDULE FOR MAX. z B 9a
SPACING cp+mxxtI'MatLOU++rA04AF-
lP USE MALE OR FEMALE
LOCK-SLAT 13 BLOCK OR WOODFRAMING15-2339
13 SSnLEi
s � (OUTSIDE) EE INSIDE SILL MOUNT SECTION puce oascazvrzom
/
012 x 1/2"GALVANIZED SCALE,3'=1'-0"
lUG% TYPICAL CORNER CLOSURE DETAILS OR S.S.SMS,3/16"0 ALUM. SIDE CLOSURE OPTIONS 7
POP RIVET,OR 1/4-20 SCALE•3"=P-0"
NYS MACHINE BOLT&NUT
18"O.C.
H1gP,P.E.
C5 CONNECTION TYPEANCHOR
46 �hIN:1jI
Z EXISTING
SCHEDULEEFOR MAX. STRUCTURE
2
SPACING
GLASS o w^ GLASS w C1 CONNECTION TYPE 5"MAX. 1/4-20 MACHINE BOLT I
OR DOOR Fw,u u r OR DOOR w w -I REFERENCE ANCHOR _ 19 W/NUT(A 12"O.C.OR
r w» SCHEDULE FOR MAX. 014 SMS 6"O.C.
MID
. MN 13 u=j w a w GLASS 73 ==z w SPACING 1/2" (TYP.TOP&BOTTOM) T %m z
"1/4"-20 THRU BOLT W/' "GLASS X M W m EPARATION 'A lr7 tA< /2•• (�•
LOCK NUT(ul 12"O.C.OR EPARATI ¢=w Q 014 x 1/2"SMS Co)12"O.C. PER X Z Z r w F; ,�(`0
2. 12 x 1/2"SMS(A7 12"O.C.E,S. PER E j r OR 3/16"0 ALUM.POP TABLE 2 ¢ a o w [�OR(6�OR/ y / wp�� C�
OR 3/16"0 ALUM,POP, ?ABLE 2 Z r RIVETS�Q 6"O,C. OR "O.C. Y N w O �3 OR f�6 feJ_wALUM.POP RIVETS 12"O.C.RIVETS(al b"O.C. E,S. \ �x � ¢ m �� S
R.11S70 ALUM.POP RIVETS / 11 AND 3
(°7 12' O.C.E.S. O O 1/4"MAX.FROM PIN MN.GLASS w H Q¢LL ow 5a
MAX.FROM PIN ASSEMBLY SEPARATIDN 13 r >> 4 ul (o
9 AND 10 1/2"Typ, GUIDE 70 US TING PER TABLE 2 r x❑.- 7 y m w
Q GUIDE TO BUSHING W WASHER(TYP.) www. W N D 4
ASSEMBLY WASHER(TYP.I
TYP, EXISTING CONCRETE, W GLASS =F Z-.
m 3'ur, z
3 CONNECTION TYPE OR DOOR— :n B Q 3
c _ BLOCK OR WOOD FRAMING EDGE REFERENCE ANCHOR X z¢Z F'SCHEDULN K 3 y
CONNECTION TYPE DIST. SPACWGE FOR MAX. S o'CL
n 0 '�
E REFERENCE ANCHOR
SCHEDULE FDR MAX. Q a
SPACING AS SHOWN n
3 CONNECTION TYPE IN DIAGRAM ON PG.9 0 w 5 OR 6 OR
. REFERENCE ANCHOR EXISTING CONCRETE, w ❑ �O
SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING 1/4"MAX.FROM PIN
\ SPACING.ALT,FASTENER /1'.
/ \ ® LOCATION.FRONT AND Cl CONNECTION TYPE GUIDE TO BUSHING
FROM BACK ANCHORS NOT REQ'D O INSIDE MOUNT SECTION REFERENCE ANCHOR 1/ O WASHER(TYP.) fO}A k LL
B SCHEDULE FOR MAX. w
PIN GUIDE TO WITH THIS LOCATION SCALE 13"=1'-0" SPACING 79 ,�
ON TYPE
�TYP;NG WASHER O INSIDE MOUNT SECTION REF ERE NCETIANCHOR ya ❑m
SCALE 3"=V-0" SCHEDULE FOR MAX. �M� m,¢m
EXISTING CONCRETE, I+r� ° M
/ BLOCK OR WOOD FRAMI EMBED. SPACING Z m
BUILD OUT MOUNT SECTION O u a
TYP. BOTTOM EXISTING CONCRETE; SCALE:3"=1'-0" C� s
6 BLOCK OR WOOD FRAMING �� w❑
e = 35
EXISTING
m NOTE:FOR DETAILS A,B,D.AND E ON THIS SHEET, EDGE IST! 4 CONNECTION TYPE STRUCTURE d a E
THE BASE TRACK MAY BE INSTALLED IN SECTIONS EMBED.
WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS o REFERENCE ANCHOR 5 CONNECTION TYPE
A MINIMUM OF TWO SETS OF ANCHORS AND IS A w SCHEDULE FOR MAX. REFERENCE ANCHOR O
MINIMUM OF 12"LONG.THE SILL OR CEILING TRACK w SPACING SCHEDULE FOR MAX.
p USED WITH THE BASE TRACK MUST BE CONTINUOUS - SPACING �c
OVER THE GAPS BETWEEN SECTIONS. 3 16 SRO
R wKn`
1/2"w Lu
a GLASS MN ? w r gg
OR DOOR GLASS 13 r =w 0: w �'a 3
w 012 x 1/2"SMS(A7 12" EPARATI N=_I w W F-J
$LL, rw x 0Um rw�7
wwr-: O.C.OR 3/16"O ALUM. PER M ❑N N=❑� qy�
POP RIVETS(016"O.C. TABLE ❑ Q 13 j ' w
o JC z r GLASS DR MN GLA x = !0B p77f$9g9
5 �MtAww OR 1/4'0 ALUM.POP ¢ o¢ DOOR- �rowm
t3 == x w RIVETS LM 12"O.C. E w a t7_ ¢
w MN GLASS .F.Z
....0 w m PER TABLE 2 X Z 0 Z f.
„ SEPARATION L7 g N Q ¢w O:Q
PER TABLE 2 JC z z r O O Z J❑N 3
1/4-20 S.S.MACHINE Q w w Q 7 AND B 1/4"MAX.FROM PIN a
SCREW&NUT(Al F u ASSEMBLY 1/2„ 1/2" GUIDE TO BUSHING ¢ g a y
12"O.C. TYP. WASHER(TYP,) w F @
q
GLASS ❑ OLn 1/4"MAX.FROM PIN 3 d
CFR DOOR 1/4"MAX.FROM PIN in
w
G GUIDE TO BUSHING w 4 CONNECTION TYPE 1/2"` 4 GUIDE TO BUSHING @ �
X WASHER(TYP.I EDGE REFERENCE ANCHOR Q WASHER(TYP.)
tV
Q 5 6, EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. 01PIRCI FPMl_BWMP.E.
BLOCK OR WOOD EXISTING CONCRETE, SPACING AS SHOWN 2 CONNECTION TYPE 15-2339
FRAMING 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR
OR BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALE:
"x 3"x 1/4"CONT. 3 CONNECTION TYPE 012 x 1/2"SMS @ 12" SCHEDULE FOR MAX. SPACING PAGE OESCRIPTIONI
063-T6 ALUM.ANGLE REFERENCE ANCHOR O.C.OR 3/16"O ALUM. SPACING.ALT,FASTENER EXISTING CONCRETE,
MAY BE REVERSED SCHEDULE FOR MAX. LOCATION.FRONT AND BLOCK OR WOOD FRAMING _
POP RIVETS(°7 6"O.C. BACK ANCHORS NOT REQ'D
S SHOWN DASHED) SPACING OR 1/4"0 ALUM.POP WITH THIS LOCATION
O WALL MOUNT SECTION RIVETS(d 12"D.C. O CEILING / INSIDE MOUNT SECTION O WALL/BUILD OUT
D SCALE:3"=1'-0" SCALE:3"=1'-0" SECTION
SCALE:3 1'-0" O
7
MN CLASS ;" I,.lI Roo,P.E.OR DOOR PERTABLARATE2GLASS SEP 10 Z ,` '»//'''���i/,¢ �/7wOw GLASS ORDOORz
GLASS OR
Iwo.
DOOR MR GLASS
SEPARATION
*1• i
Q= MN GLASS 0:w PER
TABLE 2
E Fw- SEPARATION r m It w Sy'9''. v •
+ Z F- PER TABLE 2 w F Q F ��, •
"_� Wb< �a a
I 1 N = 11--z W j 'v=~ ,///I
W, 13 w 0°? rn� 1laf� z
/2 1 L J 0 z C1 CONNECTION TYPE X z p A z y m$z'o
-\ - 1/4"MAX.FROM PIN GUIDE 2B u a REFERENCE ANCHOR f u z Z ry Q w
TO BUSHING WASHER(TYP.) Q a uJ •+-+ 3 0
IrI SCHEDULE FOR MAX. u w
TWO 1/4"0 WOOD .250" SPACING
LAG SCREWS 24" —C4 CONNECTION TYPE 7' ' w
O.C.MAX.WITH 2" REFERENCE ANCHOR .1 S .250 O
THREADED PENETRATION SCHEDULE FOR MAX.
'c "T"INTO CENTER OF 2X STUDS SPACING
EMB."T' 14 SMS Co)MIDSPAN BETWEEN /f E /p 7 10
om STUDS FOR TRACK TO 1"x 4•' / EXISTING HOST STRUCTURE m
PLYWOOD& TUBE CONNECTION � �
STUCCO.FINISH 1••x 4"x.125"
6063-T6 ALUM.TUBE
THIS DETAIL TO BE USED WHEN STUD SPACING O DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL W
d EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. SCALE:3"-1'-0" SCALE 3"=1'-0" �$p
t d
O WALL MOUNT SECTION THIS DETAIL MAY o
AJ. t ^
SCALE,3"v 1'-0'• ALSO BE USED pv ��
AT TOP O z.1 m
0
o ACCORDION SHUTTER w cc s
m PER PRODUCT APPROVAL Fo —GLASS "+ a v
7 + MN GLASS
'D SEPARATION OR DOOR 13 F- .1
I=!1 " PER TABLE 2 O =
APPLICABLE AT TOP Z M n EXISTING WOOD IG=0.421 O a
AND/OR BOTTOM X Q z TRUSS OR RAFTER �2
a - Q 0. X Q @ 24"MAX.O.C.
h 2"OR 3" w F vat EXISTING FINISH
d MATERIAL
t i i
1/2"MIN.- n 1/4"MAX.FROM PIN GUIDE + w
SV.( 2"x 5"x 1/B"6063-Tfi i I I i w
TO BUSHING WASHER(TYP.) ALUM.ANGLE W/THREE " '
2"x 3"x 2" x CONTINUOUS OR 2.175" i+ m o A
3 6 1/4"TILE fTYP.I 1/4"0 WOOD LAG ' a6
Z"x Z"x yB'x CONTINUOUS 1" FINISH MATERIAL SCREWS WITH 2-3/4" w Q c
6061-T6 ALUMINUM ANGLE
3/4"PLYWOOD MINIMUM THREADED i 5! Y3
0.9"MIN.THICK 6061-T6 ALUM TRACK X PENETR."T"IN WOOD @ 5 6
h —1/4"0 A325 GRADE THRU BOLT @ 7"0.C, EACH RAFTER OF TRUSS, pp$
m ANGLE:ASTF.NEO TO FASTENED TO ANGLE WITH 1/4-ZO �� OR 5/16"0 A325 GRADE THRU BOLT @ 12"D.C. 24"O.C.MAX.WHERE d 6
MACHINE SCREWS AT 3"FROM ENDS _ 1
` EXISTING 3 Y.S.CONCRETE "' GAL V.OR S.S. e
'+•v LAST TRUSS MORE THAN S
HOSTSTRUI'TUF.E WITH AND 9"O.C.FOR THE BALANCE i
�— 1/4"0 ELCO ULTRAC,EMB.
CONCRETE/CMU 6", EXTEND ANGLE TO 3
y�"0 L•LCO ULTRACONS AT' � � EXISTING CONCRETE HOST a. 5"O.C.W/1-1/4"MIN,EMB. B�
3"FRCM E;dO_AND 4"0... i STRUCTURE 3000 PSI MIN w
FOR BALANCE WITH 1/" 2-i/2"MIP.. NEXT TRUSS. � F w 7� a
E a � ) OR 1/4"0 LAG SCREW @ 9"D.C.OCW/1-7/B" w�
"' MIN.EMB. IN WOOD SG=0.42.TO 0.55, F V1 w w w 8
°�. M:N EMBEJP:ENT AND ICE" MAX.DESIGN LOAD AT 5'-0"MAX SPAN: 13 ==z= z a I E
EXISTING CONCRETE, '
MIN ED W DISTANCE, f 62 P.S.F. HOLLOW BLOCK OR _v Q COPTP1GHtRWfRLBE17UPD0 PE.
STAGGERED WITH?"MIN. MAX.DESIGN LOAD AT 6'-0"MAX SPAN: p
WOOD FRAMING.SEE 15-2339
�PACIf+G,?YP. 2"x 5"x 1/B"CONT. X z p z F
t 52 P.S.F. ANCHOR SCHED. 7' w 0 Q
E BASED ON TYPE OF ALUM.ANGLE(6063-T61 p a
/HO BUILDOUT MOUNT STRUCTURE u w SCALE: -
SCA L.E:NTS IMAX.DESIGN LOAD:72 P.S.F.1 Q PAGE DESCRIPTION:
F PASS THRU DETAIL
Hb SCALE 3"-1'-0" O TRUSS MOUNT SECTION
"119
SCALE:3"=1'-0"
a
EXISTING HOST ALT.LEG DIRECTION HIIIto7(���eDo,P.E.
STRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN Ap,
12"MIN FROM EDGE OF ACCORDION /EDGE OF SHUTTER, SHUTTER BLADES ROUND WINDOW EMBED IN CONCRETE OR HOLLOW BLOCK,3" I•ASSEMBLY 1/2" SPACING,AND 3"MINIMUM EDGE DISTANCE '• ••TOP OR BOTTOM7
,1 AX (Z)6063-T6 ALUMINUM
/' l'2
999p ANGLES PER BEAM END,SIZE
1/2° PER SPAN TUBE SCHEDULE Na•
EMBED. _ SPAN TUBE PER * •,�,
DESIGN SCHEDULE "O�, o
- ACCESS HOLE,p, A �FN �
EDGE OF ACCORDION z 2: 1/4-20 MACHINE BOLT W/NUT @ 4C7
SHUTTER BLADES
3.5" IN S G 12.O.0 OR#14 x 3/q"SMS 6"O,C. .y \
TYPICAL MAX, // 7 Lg7g'd iY.\X�\F$i
3"MIN 3 16 m lml�l W 5 d
2.87$"0 HOLE(TO RECEIVE EDGE Z=Q IIt�f Q l7
DISTANCE - 'y M~ U� < $L9 o 0
ROUND VvINDOW ASSEMBLY) p MIN.GLASS 1B Z W w
MAXIMUM OF 3'WINDOWS E%ISTING A SEPARATION p ;LL,ll O 3
PER EVERY OTHER BLADE GLASS OR tt w W w E
DOOR =ox
In
LIGHT-N-VIEW WINDOW µF�� 3"MIN
EDGE 1/2'MAX �<z ���
8 N.T.S. EXTERIOR ELEV =o DISTANCE }L 1a a
Z ncc 5 6
foo l7 3 16 1%4"MAX.FROM PIN GUIDE
m N
G .
Nuo X:
TO BUSHING WASHER TYP
~ in c1/4-20 MACHINE BOLT W/NUT @
p N ACCESS 1/2"
2.87 HOLE 12"0'C OR#14 x 3/4"SMS 6"O.C.
RECEIVE ROUND h w
X HOLE TO SPAN TUBE PER w Ti
3
WINDOW ASSEMBLY EMBED. ;� DESIGN SCHEDULE 7R�
1/2" (2)6063-TG ALUMINUM F�d
j� �T1AX. ANGLES PER BEAM END,SIZE N�'�•'O M
d EXISTING .l PER SPAN TUBE SCHEDULEHOST
9 n
STRUCTURE 9/CHEDULE FORL REQUIRED NUMBERS1/4"
v
e EMB ALL POINTS SOLID SET ANCHORS WITH 7/B"MIN m
EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM 1 E z
g 0,125" 0.125" SPACING,AND 3"MINIMUM EDGE DISTANCE
0.032" 0.032" g In MAX.DESIGN LOAD-t 72 PSF g
0,196" SPAN TUBE SECTION
a
N.T.S. VERT SECTION � s
/ \ SPAN TUBE SCHEDULE ll��
^ ALLOWABLE TUBE NUMBER OF ANCHORS PER
d 7.1NIGL.+ ROUND TUBE SIZE S SPANRSPAN THRU-80LT8 ANGLEX: WINDOW ASSEMBLY TOP BOTT014 TOP OOTT01,1 TOP DOTTTUBE TUBE TUBE TUBE TUBE TUBo g$0$
123.8' 135.2" 2 2 2 _ 3 4"__ 7" ;Bygg9
0.125" 98" _-101.7^ 108.8' 2 2 3 J 7' 7' P} 9 as
/ - 123' 09.9^ 94.4" 2 2 3 3 7" 7" U d €
60" 129.1" 157.0' 2 7. 2_ 3 4' 7" 553
96" 114.8' 124.1' 2 2 3 3 7'
j 123" 102 8' 109.6" 2 2 4 4 10" 10" n555 ii
60" 138._0' 198.9" 2 2 3 3 7" 7" BB
32.8%5" 03.250" i 10.188' ' I 0.125' 96" 122.7' 155.7- 2 2 3 q --7'- - 70^ ° k2F ggg
s ' 160' 158.1- 240.0^ 2 2 3 4 7" 10" d tt ZBagggyB
LIGHT-N=VIEW WINDOW i 0.1875' 123' 1322' 203.1' 3 -4- -5- 7 - 13" 1B"
\ / COPYNGB(fR4IXLBBdLWOp PF.
SABIC PIpSTICS SLX.1431T-UL•94HB � _ / SPAN TUBE SCHEDULE NOTES:
1. x3 xl 4 x'x 4"ANGLES FOR 2"x S"&2"x6"BEAMS. 15-2339
€, 2. USE 2"x5"x1/4"ANGLES FOR 2"xB•&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 oescRlpT[orv•
CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS.
F2 BLADE W/ ROUND WINDOW 5. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND
BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS, e9 9
ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS
N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM.
C 6. LAP BEAMS ARE NOT ALLOWED.
8...c 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. 0
l
3
F_
ANCHOR SCHEDULE: CONCRETE
' 2.5"MIN EDGE DISTANCE `(�\S'Q/]�, •1
SDERSUO To 6'-0" Spans UD To&'-3" Spans UP To IT... °•" `1r 3" '
z LOAD CONN TYPE CONN TYPE CONN TYPE
O ANCHOR (p50 °
= CS C2 C3 C4 CS Cl C2 C3 C4 CS CS C2 C3 C4 C5
1/4^ITW 7APCON OR ELCO 43 36.0"16.0"15.0"16.0"16.0"16.0"16.0" 9.0" 13.p"16.0"16.p" 9.75' 75.5" 8.5" 14.5" &A�ULTRACON WITH 1-3/4" 53 16.Q"16.0"10.5f4.516A_16.0"12.07.0" 10.5"SOA"15.0" 7.5" 4.5" 7.5" 10.5"16.0
EMBED(3192psi MIN CMiN CONC) ATION
70 16.0"13.0" 7 0" SLD"16,0"15 5" 8,05.0" 7,5" 11.5"15,0" 7.5" 4.5'• 7.5•' Sp.S" 9 / 80 CCOMO(INATON ���iF7.5" 1075.15.0" 7.75" 4.5" 7.5" 10,5"15.0" 7.5" 4.5" 7.5" 10.5" 2 x S tTY 1/1(4"MILLENIUM MILLFAST 43 16.0"16.0"15.0"16ILI
.0"16.0"16.0"16.0" 9.0" 13.5"16.0" 26.0" 8.5" 5.5" 9.0" 13.5" +� (N a i
WITH 1-314"EMBED(3275psi 53 16.0"16.0"11.0"15.0"16.0"16.0"'lt.0" 7.0 10.5"16.0"13.5" 7.0" 4.5" LS" 9.5" p �lrLlfus X p,
MIN CONCRETE) 62 16.0"t5.0" 8.5" Ila"16.0'•16.0" 8.5" 5.5" 9.0" 13.5"13.5" 7.0" 4.5': 7,5" 9.5" r 1 Q W
70 16,0"12.0" 7.0" 11.0"116.0"14.0" 7.0" 4.5" 8.0" 10.5"13.5" 7.0"' 4.5'_ 7.5" 9.5" u 6 01 o
100 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" ZO" 4.5" 7.5" 9.75" 135" 7.0" 4.75" 7.5" 9_5" Z , Z 99 O
114"ELCO CRETEFLEX S54 43 16,0"16.0"16A"SOA"16,0"16.0"16.0"'13,5•'16.0 36.0"16.0"12.5" 8.0" 13A"i670" 1 x 5 TYP.1 2 x S TYP. W " W�3"T 1.
W/2"EMBED(3350ps1 MIN 53 16.0"16.0"16.0"16.0"16.0"16.0"16.0"10.0"15.5"16.0"�116.!tll!.51" 6.5" 11,0" "IANC} 62 16.0"16,0"12.5'160"L6.0"L6.0"SLS" 8.0" 23.0"26.0" 6.5" 11.0"14A'• U1L+g^ 70 16.0"16.0"10.5^16.0"16.0"16.0"10,5" 7.0" 11.5"15,0': 6.5" 11.0"14.0"
¢^ 100 16.0 10.0 6.5" Siff-14.0"36.0"10,0" 6,75" 11.0"14.0"26.0"30.0" b.S" 13.0"14.0" J °W.,a
" i"MIN EDGE DISTANCE NOTE. "S"INDICATES ANCHOR SCHEDULE SPACING. / a
Cl C2 C3 C4 Cs Cl CZ C3 C4 C5 c1 Cz C3 Ca c5 SPACING DlAGftAtJ FOR G2 8E G4 GONNECT30N TYPE:
& 1/4"ITW TAPCON OR ELCO 43 16,0" 7.5" 9.o" 160"16.0"16.0" 5.0" 5_75" 16.0" 16.0" 9.0" 3.0" 4.0" 14.0" - C2 CONNECTION TYPE USING PIECE (10 WITH OUTSIDE h
0+ ULTRACON WITH 1-3/4^ 53 16.0"16.0" 5.5" b,5" 16,0"16.0"12.0" 9.5' 16.0 14.5" 7.5" 10.0" ANCHORS ONLY
m EMBED(319ZPSi MIN CONC) 62 16.0"15_5" 4.5" 5,5" 16.0"16.0" 9.0" 4.0 14.5'•14.5" 7,5" 10.0" - C4 CONNECTION TYPE USING PIECE 8Q WITH
70 16,0"12_5" 4.0" 5.0" 16.0"15.0" 7.5" 11.0"14.5" OUTSIDE ANCHORS ONLY
_. _100 L45" 7.y;pr/f�����f t0,0'"14_.5" 7.5"_ 10.0"14.5" 7.5" 10.0" tn,u_]
1/4"M[LLENIUM MILLFAST _A3 16.0 16.0 11.0"13.5"16.0"16.0"130" 6,5" 9.5" 150 13.0" 7.0" 4,0" 6.5" 10.5 W•m�d
WITH 1.3/4,EMBED(3275pst 53 16,0"16.0" BA" 1I.8"16A"I6.o" 4.0" 5.0" 7.5" lb.0"10.5" 5.5" S.S' 7,5" ANCHOR NOTES: 0=V
b MIN CONCRETE) 62 16.0"11.5" 6.0" 60"" 16.0"13.5"7,0" 4.0" 6.5" 11.0"10.5" S.S" 75.5" 7.5" 1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING In�`R¢m
m'
70 16.0 9.5" 5.5" 8.0" 16.0"11.5" 5.51" 5.5" 8.5" 70.5" S.S" 75.5"' 7.5" ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE G s 0 m
X13{ 100 IO.S' 75.5" 5.5" 7.5" 10.5" 5.5" 75.5" 7.5" 10,5" SS" 5.5" 7.51' LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1). O� &Jj
«1 f-1/4"MIN EDGE DISTANCE �'`'�z a 6 m
1/4"Act-POINTS SOLID-SET - 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, iw ro<y J
S ANCHOR W/7/B"EMBED& Cl C2 C3 C4 CS CI C2 C3 C4 CS CS C2 C3 C4 CS ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR '4 U
ANCHOR
55 MACHINE SCREW 43_76.0"36.0" 8.5" io.5"16.0 16.0"I2.0"-5.5.' _ZS" 16_.0"12.5" b.5" 3.0" _5.0 So.O" EQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER rn g
(3000pS1 MIN CONC) 53 16.0"15.0" b.5" 8.0" 16,0"16.0" 8.5" 4A" 6;0" 15.5" 10.0 5.0 4.0 7.0'• THAN OR EQUAL TO SHUTTER SPAN, E r W
62 16.0"11.0" S.D" 7 0" 16.0"12.5" 6.5" 3.5' 5.0" 10.0"10,0" 5,0 4.0" 74" 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATIdN OF CONNECTION TYPE. ("`�, u3
70 16.0" 9.0" 4.5" 6:0" I6,o"10.5 5.5 3A" 4.0" 8.0" fo.0" 5.0" 4.0" Lo_' 4, EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE $g
x «� 100 10.V' 5.0" 4:0" 7.0" 211 5A" 4A" 7.0" 10.0" 5.0" 4.0" 7.0" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER
1/4"ALL-POINTS SOLID-SET 3"MIN EDGE DISTANCE _ ,•-_ ANCHOR TYPE,BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE
ANCHOR W(7/8•EMBED& Cl C2 C3 C4 C5 CI C2 C3 C9 C5 Ci C2 C3 C4 C5 CONNECTION:TYPE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF
CONNECTION TYPE,
1/4-20 SS MACHINE SCREW 43 16.0"16A"I6A"16,0"1b.0"16.0"16.0 k1,5 16.0 160 t6.0 31.0 7.0 11.0 16.0" L� -
i3 (3000psl MIN CONC) 53 16.0"16.0"33.5"16,0"16.0 16.0 14 0" 8.5 13.5"16.0"16.0"18.5"1 S.5" 9.5" 12.0" 5. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE FL'•i�il
62 16.0"16.0"50.5"16,6"Sb.O"26.0"IS.O" 7.0" 51.0"26.0"16,0" 8,5" 7592-
" 12.0" ONLY. `
•� 70 16.0"15.0" 9.0" 14.0"16.0"16.0." 9.0" 6.0" 10.0"13,0"16.0" tL 5 " 12.0"
6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
100 L6.0" 8.75" 5.5"14.5" f2.0"16.0" 5,5" 9.5'" 12.0"16.0" 8.5" 5 " 12.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT
1/4"POWERS SS DROP-IN 2•S/8"MIN EDGE DISTANCE - LENGTHS SHALL BE AS NOT
AND DO NOT INCLUDE STUCCO OR OTHER
Y W/214.20 SS DOLT AND Ci C2 C3 C4 CS CS C2 C3 C4 C5 CI CZ CS FINISHES, 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 " 11.5•• 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS
CONC) 53 16,0"16.0_ 4.5" 14A^16.0'' 6T0" 10.0"ib.0"11.5•' 6.0" 4 " 8.a" VARY.FIERS N VERIFY THAT FASTENERS ARE I YW ADEODI AC PTABWOOD FRAMING62 16.0"12.5" 7.5" 12.0"16.0"14.5" 7.5" 5.0" 8.75" 11.5"11.5" 6.0" " B.o" MEMBERS NOT PLYWOOD.FhSTENING TO PLYWOOD 1 ACCEPTABLE dNLY FOR� SIDE CLOSURE PIECES.70 16.0"10.p" 6.5" 30.5"L6.0"12.0" 6.0" 4.0" 7.5" 9.0" 31.5" fi._;6" " B.0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 100 13.5" 6.0" 9.0" 7.08.011.56.04.0"' 7.0" 8.0" 11.5" 6.0" " B.0" SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN.}WOOD STUD.3/4" fl
iJ9"POWERS 55 DROP-SN 3-1(2"MIN EDGE DISTANCE EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. G SCREWS SHALL c g
W/1/4.20 SS BOLT AND Cl C2 Cl c4 c5 Cl C2 c3 C4 GS C2 C2 C3 C4 CS HAVE PHILLIPS PAN HEAD OR HEX HEAD. &S
1°
EMBED(3000ps1 AlIN 43 16.0"16.0"15.0"f6.0"16,0"16.0"14.5" 4.0" 13.5"16.0"15.0" 7.5" S.0" 9.0" 12.0" 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN 66
F CONC) 53 36.6"56.0"10.5"15.0"1610 16.0"10.0" 6.5" 10.5"16,0 12,0 6A" 4,0 7.5 B.5" BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER � Y
- - " HEAD(SIDEWALK BOLT),U.O.N. - a +
«� 62 16.0"13.0" 8,0" 12.5"16.0"15.0" 8.0" 5.0" 9.0" 12.0"IZ,O" 6.0" A.0" 7.5" p.5" a_
' 70 t6.0"50.5" 7.0" if.0"1b.0"'12.5" 6,5" 4.5" 8.0" 975" 12.0 6.0 4.8 7.5 B.S' ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. F
8.5" 12.0•' 6.0" 4.0" 7.5" 8.5"112.0"16.0"1 4.0" 7.5"1 8 T'
} x"MIN EDGE DISTANCE { DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW,
NUT OR WASHER WINGNUT. corrw°xlcPn]°cLaFxxrnnOv.E
#12 SMS W/2"EYEWALL Cl C2 I C3 I C4 C5 Cl I C2 C3 C4 0 1 Cl I C2 C3 C4 CS
ARMOR INSERT W12"EMBEDW16.V'l0"16.V'11,5"14.0"16.0"16.0"16.0" 7.5" 10,0"160"16.0" 9.0" 4.5'" 6;5_13_5" 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE 15-2339
(2000p51 MIN CONC) 0"26.0" 8.75' 11.0"16.0"16.0"11.5" 5.5" 8.0" 16,0"14A" 7A" 3.5" 5.5" 10_012. WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO SCALE,o"15.0" 7.0" 4.5" 16.0"t69.0" d 5'" 6.5" 14.0"14.0" 7,0" 3.5" 5.5" 10.6" DRILL INTO HOLLOW BLOCK NOR SHOULD IMPACT DRILLS BE USED Td INSTALL PAGE DESCRIPTION!
0"12.0" 6.0" 8.0" 16,0" 14.5" 7.5" 4.0" 6.0" 10.5"14.0" 7,0" 3.55.5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK
0" 7.0" 3.5" 5.5" 10,6"14.0" 7.0" 3.5" 5,5" 10.0"14.0" 0" 3.5" 5.5" 20.0"#12 SMS W/2.75^EYEWALL0"16.0"16.0"16.0" 16.0" 16.0"16.0"10.0"14.0"16.0"16.0"11.5" 6.0" 9,5"'AR144R INSERT W12.5' 0"16.0"12.0•'16.0"26 "56.0"15.0" 7.5" 11.0"Z6,0'"16.0" 9.0" 5.0" 8A" 13.0"' `�EMBED(2000p51 MiN COi1C) 0"36.0" 9_5" 13.5"560"16,0" 13.5" 6.75" 9.5" 16.0"16.0•' 9,0" S.08.033.0 ((J 10"16.0" e.Q" 11.5"16.0"26.0" 4.5" 5.5" 8,5" 14.0"16.0" 9.0" 50" 8.D" 13.0".0" 9.0" 5.6" 8.0" 13.0"16.0" 9.0" 5.0" B.p" 13.0"16.0" 13.0"
MUM EMS EMIMMMMMMEM Immm
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mmm,,,,/�,
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ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK utl7L 'y�RDO,P'E.
:., .
_ 2'MIN EDGE DISTANCE ,\0 •" � •
(3
LOAD Soans Uo To 6'-0" Soans Up To 8'-3" Spans UR To 12'-0" $1'k y • SJ
ANCHOR sI CONN TYPE' CONN TYPE CONN TYPE IfI
x F �P Cl1 C2 1 C3 I C4 CS Cl 1 C2 1 C3 C4 CS CI CZ I C3 I C4 I C5 40,465
012 SMS V112-EYEWALL 43 164"16.4" 7.5 9A" 16.0 15.5'. 8.5" 4.S" 6.5" 15.5 8,5 4.5 R.0"__7.0_" _
ARMOR INSERT W/1-I/4" 53 16.0"10.5" 5.0" 7.0" 16.0"11.0" 6.0" 3.5" 5.0" 11,0" 7,0" 3,5" 3.5" 5.0" _
Oj EMBED O U 62 24.0" 7.5" 4.0" 6.8" Y4.5" 9.4" 9.5" 4,0" 7.0" J.0" 3.5" 3.5" 5.4' S�r0• 7 �w
s to 70 11.S' 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" 3.5" 5.5" 3.5"/3.5" 5.0" �Q�• 19
100 7.0" 3.5" 5.0" 7.0"' 3.5" 3.5" 5.0" 7.0" 3.5" 3.5" 5.0" 'y�i�A/',(CM ,,•��i
ANCHOR SCHEDULE: WOOD (G=0.55)
3/4'MIN EDGE DISTANCE a u-
}- 11�''ii1111� uJ
`j Spans Up To 6'-0" Soans Uo To 8'-3" $pans UO To 12'-0" L co 12 z a
7 a
rn14 LOAD CONN TYPE CONN-TYPE CONN TYPE
iG ANCHOR (psi CS C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 I C3 C4 C5 W .r W
1/4"LAG SCREW WITH 1.3/4" 43 16.0"i6.0"i1.5"12.5"16.0"16.0"116.0"17.5" 9.0" 16:0"16.0 14.5" 4.5 6.d' 16.0" N LU 3
MIN THREAD PENETRATION 53 16.0"I6.0" 8.5" 10.0"16.0•'16.0"16.0" 6.0" 7.0" 16.0"16.0 11.5 4.D" 5.0" 16.0"
62 16.0"16.0" 7.0" 8.5" 16.0"164"14.5" 5.0" 64" 16.0"16,0"11,5" 4.0" w
at"D TD 16.0"16,0" 6.0" 7.5" 16.0"16.0"12.5" 4.0" 5.5'" 16,0•'16,0"11.5"14.0" 5.0" 16.0" 'I a
N 100 16.0"11.5" 4.0" 5.0" 3G.0"16.d^11.5;' 44" 5.0" 16.0"16,0"11.5"14.0" 5.0" 16.0" a
7/Y6"WOOD BUSHING WITH 43 16.0"164" &4" Y0,0-164"25.5" e.S" 4.5" 7.0" 15.5" 8.5" 4,5' 4.5" 7.0"
n 1.13"MIN EMBED 8,1/4-20 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" 4.0. 5.0"
_ v SS MACHINE SCREW 6Z 14.0" 8.0" 4.5" 6.5" 14.5" 9.0" 4.5" 3,0" 4.5" 7.0" 7.0" 3.5" 4.0" 5.0"
o �Llrtm 70 12.0" 6.0" 3.5" 5.5" 12.5" 7.5" 3.5" /� 4.0" 5.5" 7,0" 3.5" 4.0"
1f�Om�Be _7 -_
p 100 T.0" 3.5" 4.0 S.D" 7.0" 3.5" 4.0" 5.4" 1.4" 3.5" 4.0" $.0" -
>' tk 14 SMS OR H14 WOOD 43 16.0 16,0 12.5"14.5"16.0"16.0"16.0 8.0" 10,0"16,0"1G.0 11,5" 7.0"_16.0"
�k SCREW WITH 1-3/4"'MIN 53 16.0"16.0" 9.0" 11.5" 16.0" 16.0"15.0 6.0" 8.0" 16.0"Y6-0" 9S" 4.0" 5.5 13,9"
R THREAD PENETRATION
d 62 16.0"I6.0" 7.5" 9.5" 16.0"16.0"11.5" 5.0" 7.0" 16.D"16.0" 9.5" 4.0" 5.5" 13.0"
v'
70 16.0"16.0" 6_5" 0.5" 16.0"16,0"10.0" 9.5" G.p" 14.0" 16.0" 9.5" 4�0" 5.5" 13.0" N rn Oto
100 16.0" 9.5" 4.0" 5.5" 13.0"16,0" 9.5" 4.0" 5.5-113.0"126.V-19.5" 4.0" 5.5" 13.0"
ANCHOR SCHEDULE: WOOD (G=0,42) C=md
g3/4"MIN EDGE DISTANCE ^C� \/�
LOAD Spans Up To W-0" Spans Up To 8'-3" Spans Uo To 12'-0" (,YL -• p
ANCHOR 1ps1) CONN TYPE CONN TYPE CONN TYPE
v Cl C2 C3 C4 CS C1 I C2 I C3 I Cl I CS I C1 I C2' C3 C4 I CS g
114"LAG SCREW WITH 1-3/4" 43 16.0"16.0" 9.0" 10.0"16,0"16.0"16.0" 5.5" 7A" 16.0"16.0" 9,5" 3.5" 4.5" 15.0"
MIN THREAD PENETRATION 53 16.0"16.0" 6.5" 84" 16.0"16.0"12.5' 4,5 5.S' 16,0"15;0" 7.5 3.0" 4.0" 11.0"
4 n 62 16.0"16.0" 5 6.5" 16.0"LEA" 9.5" -3.5" 5.0" 15,D"35.0" 7.5"I 3.0" 4.0" 11.0" o
70 16.8 13.5" 4.5' 6.0" 16.0"16.0" 8,0" 3.0" 4.0" iL.5"15.0" 7.5' 3.0" 4.0" 11.0"
c
n Y00 1$.0" 7.5" 3.0" 4,0" 11.0"15.0" 7.5"13.0" 4.0" 11.0"15.0" 7.5" 3.0 4,0"
H P14 SMS OR 614 WOOD 43 16.0•'16.9" 8.5 10.5"L6.0"16.0"12.5"15.5-
0
2.5" 5.5"p SCREW WITH 1-3/4"MIN 53 16.0" 16.0" 6.5" 8.0" 16.0"16.0" 8.5" •1.0" 5,5" 16.0"10.5 5:5" 2.5__ 4,0" 7.5"
3 THREAD PENETRATION 62 16.0"1L5" SA" 7.0" 16,0"13.0" 6.5" 3.5" 5.0" 30.5"70.5 S,5"
�p 70 16.0" 9.5" 4.5" 6.0_' _16.0:'11_0" 5,5" 3.0" 4Av' B.d" 10,5" 5.5" 2.5" 4.0"
9 1411 10.5" 5.5" 2.5" 4,0" 7,5" 10.5" S.5" 2.5 4.0" 7.5" 30.5" S.5"' 2.5" 4.0"
ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK - o a s_ 4"MIN EDGE DISTANCE _ s� � leg
`j 5pan5 Up To W-0" Spans Uo To 8'-3" Spans UO To I2'-0" -
rit LOAD CONN TYPE CONN TYPE CONN TYPE ¢
O ANCHOR OS
� x� IPsN C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS G
5116"ITW TAPCON XL W/ 43 1G.0"16 0"16.0"16.0"16.0"16.0"16.0"15.0"16,0"16.0 16,0 15.0" 9.0" 14.0"16.E
2-1/4a'�M.I.N�.EMBED 53 16.0"16.0"16.0"16.0"16.0"16.0"16.0"11.0"16.0"16.0"16,0"12.0" 7.5 12.0"16,0" O 76
CDWAV40-
62 16.0"16.0"14,0" 16.0"16.0"16.0"15.d'f 9.0" 14.0"16.0"116,0"
12,0 7.5" 12.0"16.0" d 12 y
70 16.0"16.0"11.5"16.0"16.0"16.0"Y2_5" 8.0" 12.5"ib.0"26_D"12.0" 7.5" 32.D"16.0"
100 1G.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"16.01is 7 ¢
O 5116"ELCO ULTRACON W/ 43 16.0"16.0"10.5'14A"16.0"16.0"10.5" 6.5" 9.S"' 16,0"11.0" 5.5 6.5" 9.4`" CC BIGNTFRVMLBEATNAd7 PE
j O 2.1/4"MIN.EMBED 53 16.0 13.5" 7.5" 13_0 16.0 14.0 15f S"_Z 7375---;70-- 6.5"
1C W@ 62_16.0"10.0" 6.0" 9.0" 16.0"11.0" 5.5" 6.5" 9.0" 9.0" G.5" 15-2339
"E 5 d 70 35.0 8.0" 5.0" 8.0 15.5" 9.5. 5.5" 7.0" 9.0 6.5 SCALE:
5 z 100 9.0" 5.5" 6.5 9.0" 5.5 6,5" 9.0 /6.5 PAGED CRIPTSONi
LSV 2"MIN EDGE DISTANCE
_ CiC2 C3 C4 C5 C1 ' CZ C3 _C4 CS_ C1 -C2 C3 94 CS of
012 SMS W/2-EYEWALL 43 16.0"16.0" 9.5" 11.5'16.0"16.0"14.0" 6A"' 8.0" 16.0"14,5' 7.5" 3,5" 5.5" 11.5"
ARMOR INSERT W/2-EMBED53 16.0"16.0" 7-0" 9.0" 16.0"16.0"19.5" 4.5"3.5':' G.5 0
" 16."11.5" 6.0" 3.0" 4.5" 8.5"
62 Y6.0_Y3.0 5.5" 7.5" 16.0"14m5" 7.5" 5:5'_12-T.11.5" 6,0 3.0 4_5" 8.5 ANCHOR NOTES:SEE SHEET
70 16.0"10.5" 5.0" 6.5" 16.0"l2.5" 6,5_ 3.0" 4.5" 9.6" 11.5" 6.0" 3.0" 4.5" 8.5" 9 FOR ANCHOR NOTES.
100 11.5" 6.0" 34" 4.5 8.5" 11.5" 6.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5" B.S., ,,,,,