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p ,x Product Approval
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FL# rFL-13%5,7,-R-5
Application Type Revision
Code Version 0014
Application Status Approved
Comments
Archived
Product Manufacturer Town and Country Industries,
Address/Phone/Email 400 West McNaff-R76—ad—
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 Sh eters
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 developed Frank L.Bennardo, P.E.
the Evaluation Report
Florida License PE-0046549
-QualityAssurance Entity__- _ - - __National Accreditation&Mana_gement Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By ORLANDO L. BLANCO, P.E.
- - — - '- - - - !`=V idatiomChecklist_-Hardcopy-Received---- --- -- -
::i
Certificate of Independence _.�_�.>;,5r K;_..Ci..'__dg-i_ ._......._y.._:
COT rdf
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
;..
vE... ...
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# Model,Number or Name Description
13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use i Installation Instructions
Approved for use in HVHZ:Yes FL.,1,; .;_7_f i fl Dhvq,pe:f
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 F1 '37E'7 P5 AE Eve_i.r'df
span/pressure combinations and additional limitations of i Created by Independent Third Party: Yes
use.
1-3757:2 8 eamline•-Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use I Installation Instructions
Approved for use in HVHZ:Yes ='.:_= %._'..t_ TI
Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE0046549
Impact Resistant:Yes I Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:See installation drawings for allowable I F;..i..37 R" -,IE E:Va;
span/pressure combinations and additional limitations of Created by Independent Third Party: Yes
use.
13757.3 i E.A. Essential Facilities Accordion I 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 FL1-+757 f< 11 3.:;i:.`'
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, F!_3.375% RF i_ EVaI 9 d
anchorage, etc. Created by Independent Third Party: Yes
EE
Contact Us:: 1 Blair Stone Road.Tallahassee-Pl-32399 Phone:850-487-1924
--- - ------- The-State-of-Florida Isar AA/EEO-employer.—CodvrTaht-20074013-.State o�l6rida—::PFivacv StaFement-TA.c[ess'i611�ty bt5 einem:o Refund Stately
Under Florida law,email addresses'are public records.Ifyou 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 850.487.7,395.-Pursuant to
- Section 455.275(1),.Florida Statutes,effective Octob:r 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with.,n email addmss if
they have one.The emails piovided may be used for official communication Wio the licensee..However emai{addresses are public record.If you d6 not wish to
supply a personal address,please provide the Department with an email address':v[;itli can be made available to the public.To determine if you are a h6nsea under
Chapter 455,F.S.,"please click here
Product
��A�Apppr7�oval AccEpts:
Sst1`e
6.8 STREAMLINE SHUTTER
GENERAL NOTES: I FOR USE WITHIN AND OUTSIDE THE HVHZ
Mo.406 §
I. THIS SYSTEM HAS BEEN TESTED.AND EVALUATED IN ACCORDANCE WITH THE FLORIDA BUILDING
DE R E WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,AND THE W
Co 0 USE BUILDING CODE(IBC) INTERNATIONAL RESIDENTIAL CODE{FRC}. UNLIMITED WIDTH
TM).THIS SYSTEMtyF
MEETS MISSILE LEVEL"D'*AND INCLUDES ES ESSENTIAL AACILITIESAS DEFINED IN E1996-09.
04-9
SEE PRODUCT EVALUATION REPORT FOR MORE INFORMATION. SECTION
2. POSITIVE ANDzNEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE
DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE,PRESSURE
RA
ASCE 7-10 AND CHAPTER 1609 OF THE
R REMENTS As DETERMINED IN ACCORDANCE WITH
E
FLORIDAO A BUILDING CODE SHALL BE LESS THAN 09 EQUAL TO THE POSITIVE OR NEGATIVE DESIGN
PRESSURE CAPACITY VALUES LISTED HEREIN FOR AN?e
,,SSEMBLYIAS SHOWN.
3 TESTING WAS CONDUCTED IN ACCORDANCE WITH TA !201/202/203 AND ASTM E188 EI.996/E330.
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 =m'.Z pa
SAFETY FACTOR. I! Z 1��!ii�
5. THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REQUIRED FOR ALL WIND F T Luuj M�:
ZONES,IN ACCORDANCE WITH ASTM 1996-09.ITIS ACCEPTABLE BY CODE UNLESS OPTIONAL PLAN VIEW 3:
CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORITY HAVING JURISDICTION.
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,
7. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE
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.
S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC
SITE. 1 1 �
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
PRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER
11"T,
61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. 11 Qwa 0:
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 m
VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM 'Foi =.C- 0
THE STRUCTURAL SUBSTRATES DETAILED HEREIN. Ar
11. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL
DOCUMENTS,
DEVIATE FROM THESE APPROVAL HURRICANE PROTECTION <
12. WHEN THE SITE CONDITIONS DEV PROVAL DOCUMENTS,THE BUILDING. BOTTOM -'4
OFFICIAL MAY RE BE PREPARED,SIGNED,DATED AND TRACK
IRE THAT SITE SPECIFIC DOCUMENTS m
SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUST"THE L
DEVIATION.ASA CONDITION TO THE BUILDING OFFICIAL GRANTING HIS HER APPROVAL LOCKING MECHANISM,SEE
13. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH THE F LLOWING MINIMUM TYPICAL PLAN VIEWS
INFORMATION: TOWN&COUNTRY INDUSTRIES TYPICAL ACCORDION
fi FORT LAUDERDALE LFL 1� SHUTTER ELEVATION
MISSILE LEVEL D-ASTM E1886,E1996&E330 t"
TAS 201,202&203NT.SEXTERIOR ELEV
FLORIDA BUILDING CODE APPROVED
TABLE 2 . .
14. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U!O.N,,WITH A MINIMUM Fy OF 25
1; 15. ALL BOLTS AND WASHERS(EXCLUDING INSTALLATION)'SHALL BEiSTAINLESS STEEL WITH A MINIMUM SEPARATION FROM GLASS
2 MINIMUM TENSILE STRENGTH OF 60 K.S,I.,U.O.N.P09 RIVETS SHALL BE 1/4"0 OR 3/16"0 5052
ALUM.ALLOY. i NON-HVHZ ESSENTIAL
16. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING'OF THUMBSCREW,PUSH LOCK OR HVHZ
BOX LOCK AT CENTER OR SIDE CLOSURE. FACILITIES
17. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 9
18. FLOOR TRACKS MAY BE REMOVABLE AT NON-STACKING LOCATIONS.USE REMOVABLE ANCHORS. SHUTTER
_iNSTALLATIONS INSTALLATIONS INSTALLATIONS INSTALLATIONS N
19. MOUNTING EXTRUSIONS MAY BE BENT TO FORM A CURVE WITH A MIN.RADIUS OF 10". SPAN -5 3VABOVE >30'ABOVE
20, ALL DIMENSIONS SHOWN INCLUDE POWDER COATING)FINISH. I -30'ABOVE 30'ABOVE - j fill
21. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. GRADE GRADE GRADE GRADE 4 R�
.22, SHUTTER MAY BE INSTALLED WITH UP TO(2J ADDITIONAL BLADES OF SLACK. 72' 2547--1-5/8.1 2-318"
'23, SEALANT SHALL BE USED ON ANCHORS OR RACKS WHEREVER WATER SEEPAGE IS POSSIBLE.
99, 3.10 3-5/8" 1-718"
TABLE 1: 120!1 4.11a" V 2"
2�
DES;,
1. 144" 4-7/8" 2"
TABLE I NOTES:
1. PRESSURES SHOWN IN'ACCORDION
'9 ACCORDION SHUTTER SHUTTER SPAN SCHEDULE"ABOVE ARE
% TABLE 2 NOTES:
SPAN SCHEDULE MAXIMUM ALLOWABLE DESIGN PRESSURES 1. HVHZ:DEFINED AS MIAMI-DADE COUNTY AND BROWARD COUNTY FLORIDA.
AT EACH RESPECTIVE SHUTTER SPAN. . 2. ITOIW--HVHZ:DEFINED AS ALL LOCATIONS OTHER THAN MIAMI-DADE COUNTY AND BROWARD COUNTY
NEGATIVE 2. LINE It INTERPOLATION BETWEEN SHUTTER n1IRT077_ 15-2339
SHUTTER POSITIVE SPANS
S IS NOT PERMITTED.FOR SPANS 3. NO SEPARATION FROM GLASS IS REQUIRED FOR INSTALLATIONS IN WIND
DESIGN DESIGN BETWEEN THOSE INDICATED ABOVE,THE ZONES I THROUGH 4 OUTSIDE OF THE HVHZ,PROVIDED THAT SHUTTER HAS A SCAM
SPAN PRESSURE PRESSURE DESIGN.GN PRESSURES FOR THE NEXT HIGHER MINrmum SPAN OF AT LEAST 30". PAGE DESCRIPTION!
A (PSF) SPAN SHALL BE USED. 4. INSTALLATIONS IN WIND ZONES I THROUGH 4 OUTSIDE OF THE HVHZ WITH SPANS LESS THAN 3D"SHALL
72" 100 1 HAVE 2-7/8-MINIMUM SEPARATION FROM GLASS WHEN:5 30'ABOVE GRADE,AND 1-5/8-.WHEN>30'
ABOVE GRADE.
eI
9w 70
S. LINEAR INTERPOLATION BETWEEN SHUTTER SPANS IS NOT PERMITTED.FOR SPANS BETWEEN THOSE
120" 53 70 INDICATED ABOVE,THE SEPARATION FROM GLASS FOR THE NEXT HIGHER SPAN SHALL BE USED.
53 6. SEPARATION FOR GLASS OUTSIDE OF THE HVHZ HAS BEEN DETERMINED IN ACCORDANCE WITH ASTM
1k4' 43 40 1
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22 ROLLER''.ASSEMBLY HOUSING-ZINC DICAST,POWDER COATED � .,q
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SCHEDULE @ 16"O.C. EXISTING
GLAZING D357. {Y3•MIl`Yt�`� 5
SEE END STRIP
SCHEDULE FORM
M
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ANGLE EMBED o N 20A Oa,HEN SI c:
1? �h� LEG DClTON t1 ti (+g���gF 1/4" OR 6.8 STARTER
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USE(1)BRASS PUSH LOCK OR(1) MACHINE BOLT&NUT @ 18"OX. ALTERNATE END STRIP DETAIL BOLT>Sc NUT @ 18"D.C. N },,, U
(EXTERIOR) 5/16.18 UMB SCREW INTO THREADED WITH 8.8 STARTER AND ANGLE o w
INSERT 37 AT 1/3 SPAN TO 2/3 SPAN SCALE:3"=1'-6" ANY TRACK W/ w.-
FROM
NOM OF SHUTTER.RECEIVING END STRIP SCHEDULE SCREW BOSSES,
TYPICAL PLAN VIEW HOLE SHALL BE 3/8"MAX WIDTH,UP TO
j SF SPA
SCALE:3"=1'-O" 1"HEIGHT. l"BfO(2.75 62 108"
® 12
USE f1)BRASS PUSH LOCK Ti
OR(1)5116-18 THUMB LOCKING DETAILS FOR 62 95" SEE END STRIP
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INSERT 7 AT 1/ SPAN CENTER MATES 72 �8" SCHEDUL@ FOA MAX. w'C#
TO 2/3 AN FRO 2 8
BOTTOM OF SHUTER. I SHOWN ON RANDOM ,v SPAN WHEN USING +rd s
d RECEIVING HOLE SHALL BE 30 13 G DETAILS 3°BIO(4.T7.82 79" N 20,40a,40h OR 40c, ,ywly� d
3/8"MAX WIDTH,UP 70 *� 74" "dh 1f4" OR 6.8 STARTER `"^N`
i"HEIGHT. 3 a`L Imn
30 ALT.1"BID 62 0' Y @I MAX. WITH 21 OR 25. o� a
,A (2.7'')
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USE APPROPRIATE La
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45 93"_ 40 20 PROVIDE CLOSURE w
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13 1\ T 83" 1 BUILDING CONDITIONS.
v '3� 1 21 0 81 \`FASTEN STARTER STRIP
i (iNSlDE} { 75� TO TRACK W/(2}ii 10x1"
SCREWS AT CORNER,TOP
2•'x3" 45 39" . m
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vy� N �u7 12J" ANY TRACK W/SCREW
k 13 'yF I 64 N6" SCALE:3"=1'-0" BOSSES.
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1"HEIGHT. I 23
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cCi DETAILS WO/CORNER POST
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w BOTTOM OF SHUTTER
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h
NTS Y SCALE:3" V-0"
S
i
I
"
p .4
cl CONNECTION TYPE
REFERENCE ANCHOR EXISTING HOST
SCHEDULE FOR MAX. STRUCTURE
SPACING 51
Cl CONNECTION TYPE �-1/4-20 MACHINE BOLT
REFERENCE ANCHOR 1/2' W/NUT C.)12"O.C.OR
SCHEDULE FOR MAX.
0- #14 SMS @)6"O.C.
SPACING ITYP,TOP&BOTTOM) 01,
A TU13E ''''''///
, wn
2 FASTENERS LU
EACH ANGLE 6S BE ES aa%R SIZE. MOR 6 OR r 1,
In
0 B
9OR 6 z
ALTERNATE THRU BOLT
x /8::
Cl CONNECTION TYPE >w
OR 2 2 x 1/8 MR GLASS cr. d L9
ALUM.ANGLE REFERENCE ANCHOR SEPARATION
PER TABLE 2
SPACING
LU SCHEDULE FOR MAX. g
Lu
THREE 3/16"0 ALUM. GLASS A— vi
TS OR X W, NvRi
POP RIVETS OR OR DOOR
THREE 012 SMS,TYP. 0 17
RIV TOR#1 SMS z a
Ip 1B"D.C.ITYP.) L <
TABLE A(co) 5 0 OR D
%n
PRESSURE VS ALLOWABLE LENGTH lt�o
17
3/1 "W ALUM.POP 14'
rx2',xlg' MAY USE MALE,OR
FEMALE LOCK-SLAT w
r
z
Z
ASF -Ka r 1/41"MAX,FROM PIN
13T' low ALTERNATE THRU BOLT
62 CS CONNECTION TYPE Cl CONNECTION TYPE GUIDE TO BUSHING
r-. WASHER(TYP-)
72 124" 179' TYPICliCORNER CLOSURE DETAILS REFERENCE ANCHOR REFERENCE ANCHOR
62 NTS SCHEDULE FOR MAX.
lir 17r I CC3 SCHEDULE FOR MAX, SPACING
92 114" 165- ===j l4x3/4"SMS 9"O.C.
102 tib' 160' i ANGLE TO TUBE CONNECTION -.n-m
2 ,2�6x.1,U21" Iii a-� d e
r 120 10V 147-
A TABLE B(co) EXISTING HOST EMBED. 6;63- ALUM.TUBE -A A
r 15-0 —97- 13r I! STRUCTURE 5 CONNECTION TYPE
—aw 114" PRESSURE VS ALLOWABLE LENGTH EDGE DISTANCE REFERENCE ANCHOR 1
r.21x 8 rx3*xll% SCHEDULE FOR MAX.
PSF WITH YX WITH ./0 SPACING
62 lir 166"
FASTENER P 18"D.C. Cb ALTERNATE BUILD OUT MOUNT SECTION
72 lor Isr
(USE ANY ANCHOR SHOWNSCALE•3--T-0"
82 IDI" 14r IN ANCHOR SCHEDULE).
-92 -9, 139' Q
-
102 90"
12r x
M- !: -"r
A w .
109*
94' D m
'n W
.2"x 2"x1190"6063-T6 MIN.GLASS :c 13 1:a 0
3116 RIVET OR*12 SMS ALUM.TUBE TYP. EPARATION
Jell D.C. OR 1/4-2 17 r PER TABLE 2 tA
NUT&BOLT(TYP.. 1 11 2 ozm
�L,�Um POP Q x8
RIVET OR 012* GLASS 0:<<
SMS 0&
OR DOOR Ag
ALUM. TUBE 16"O.C.:(TYP.l 2" 1- vi
9 3-T6 ALLOY
606
SEE TABLE 8 FOR SIZE. 2 FASTENERS CONTINUOUS
EACH A LE /r'.ALUM,NUM ANGLE
r x 2-x.093"6063-T6 OPTIONAL ANGLE INSIDE is
gp
TYP. 6
ALUM.ANGLE,TYP. THREE 3716"0 ALUM. ORIENTATION 5N
0 POP RIVETS OR
17 THREE#12 SMS,TYP. r
.2'�!x 4 CONNECTION TYPE
0 0 1"x 2 x /8" ED EOR 2., 1/8'.13 ALUM.AGE z NJ SCHEDULE FOR MAX,
SPACING CQPYPr4fffWXLWKkR00Pf.
USE MALE OR FEMALE EXISTING CONCRETE, 15-2339
LOCK-SLA 13 13 BLOCK OR WOOD FRAMING SCAL
INSIDE SILL MOUNT SECTION
I (OUTSIDE) SCALE 3".1*-0-
CCS 012 x 1/2"GALVANIZED
OR S.S.SMS.1/16"0 ALUM.
R TAILS POP RIVET.04�1/4-20 SIDE CLOSURE OPTIONS
TYPICAL CORNER CLOSURE DE I
NTS MACHINE BOLT&NUT SCALE,3*'=1'-0"
co)18*1 D.C.
C5 CONNECTION TYPE
REFERENCE ANCHOR EXISTING
SCHEDULE FOR MAX. STRUCTURE
of SPACING
5"MAX, -1/4-20 MACHINE BOLT
G Cl CONNECTION TYPE
LASS GLASS Id
REFERENCE ANCHOR WINUT La 12"D.C.OR
OR OR DOOR w19
U8 W SCHEDULE FOR MAX- 014 sms @ 6'*D.C.
(TYP.TOP BOTTOM)
SPACING 1/2**
n z
xw13 j • QFm r-
MR
CLASS u co 2
Z
Z
MR @ tq
1/4--20 THRU BOLT W/ GLASS SMS 12"O.C. EPARAT ON
X
<3f�CO 014 x 1/2 PER z h l7
;EPARATIM I. <
LOCK NUT 12"D.C.OR R 3/16"0 ALUM.POP 0
PER TABLE 2
1/2"SMS 12"O.C.E.S. D.C. OR 1/40 80R6 12 RIVETS(a)6
OR 3/16"0 ALUM.POP TABLE 2 zLi x
in ALUM.POP RIVETS(P 12"D.C.
RIVETS P 6"D.C. E.S. u X
TS I@ AND 3O >< L9
ASSEMBLY R 1/4"0 ALUM.POP RIVE r MR GLASS
SSE 1/4"MAX.FROM PIN SEPARATION I_. D OR z
12"D.C.E.S. 4 MAX."1_ > '/211 TYP. GUIDE TO,BUSHING '�z
IDE To BUSHINU WASHER — z
FROM PIN PER TABLE 2
AND GUIDE @ 'HE H�x z u ww
ASSEMBLY— GLASS >
WASHER(TYP.I A_ j
TYP.
/2*1 1/2-TYP. EXISTING CONCRETE, 3 CONNECTION TYPE OR ODOR
1 2 C?Z� tn,4
o BLOCK OR WOOD FRAMING REFERENCE ANCHOR wEl
EDGE OM
SCHEDULE FOR MAX, �In 0
4 CONNECTION TYPE DIST. u
/ . SPACING ww�
REFERENCE ANCHOR <
EDGE SCHEDULE FOR MAX,
PIST, SPACING AS SHOWN
ILC3 CONNECTIONDIAGRAM ON PG.9 OSOR60R
I Ln
REFERENCE ANCHOR 1�! EXISTING CONCRETE, w 0 (g?)0 6
1/4"MAX.FROM PIN
SCHEDULE FOR MAX. BLOCK OR WOOD FRAMING GUIDE TO BUSHINC,
SPACING.. FASTENER Cl CONNECTION TYP
LOCATION.FRONT ANDI REFERENCE ANCHOR WASHER(TYP.) g
1/4"MAX.FROM BACK ANCHORS NOT REQ'D INSIDE MOUNT SECTION SCHEDULE FOR MAX, d
PIN GUIDE TO WITH THIS LOCATION I I SCALE.3".V-0" SPACING 5 CONNECTION TYPE
BUSHING WASHER INSIDE MOUNT SECTION REFERENCE ANCHOR
'T
DIST.
E
(TYP.) SCALE.3".l'-0" EXISTING CONCRETE, SPACING
OA SCHEDULE FOR MAX.
BLOCK OR WOOD FRAMI EMBED.
as
BUILD OUT MOUNT SECTION
-V @ SCALE,3"=l'-0"
EXISTING CONCRETE,
BLOCK OR WOOD FRAMING w
EXISTING
"
NOTE,FOR DETAILS A,8,D.AND E ON THISI SHEET, EDGE ST4 CONNECTION TYPE EMBED. STRUCTURE
THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR
WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS SCHEDULE FOR MAX. -REFERENCE ANCHOR
A MINIMUM OF TWO All SPACING SCHEDULE FOR MAX.
I%ISA
7 MINIMUM OF 12"LONG.ETHIFFSILAINCHROCRESIL TRACK TF SPACING
-E P4
USED WrTH THE BASE TRACK MUST BE CO TINUOUS
b OVER THE GAPS BETWEEN SECTIONS. 3 16 w 1/2" ITORT
T
d
GLASS MR 'tu DD v
I-v=0
13 In W
OR DOOR GLASS _g
121, EPARATI zx, JbIl
1"2 x 1/2'.sms @ um t
D.C.OR 3/160 ALUM. PER 0 0 0, 5 NSA
w POPRII ETS@)6" C. TABLE 2 2 0 z GLASS OR R GLA
W X�m< DOB Z u
w w OR 1,1�4�"TZSA�LUM L'i 0 V)<
PDP 0 CL R if,III
2:'D.C. Z 0 z
13 R PER TABLE 2
u 'wcr<
MR GLASS Is u.
SEPARATION flil
PER TABLE 2 1 Z a z I- I
,.Cc< Q9 AND 1/4' MAX.FROM PIN w 9
1/4-20 S.S.MACHINE i
�2: 0 ASSEMBLY G IDE
SCREW&NUT
1/2 w
P. WASHER(TYP.)
D.C.
.F 11,14"MAX.FROM PIN-
GLASS 1/".! w Es
OR DOOR MAX.FROM PIN ---C4 CONNECTION TYPE GUIDE TO BUSHING
>� QR
GUIDE TO BUSHING WASHER(TYP.} iflN
< REFERENCE ANCHOR
> WASHER(TYP.) EDGE .
5 6 r DIST. SCHEDULE FOR MAX.
EXISITING CONCRETE, SPACING AS SHOWN ONNECTION-TYP
15-2339
sy BLOCK OR WOOD EXISTING CONCRETE- 4 CONNECTION TYPE IN DIAGRAM ON PG.9 REFERENCE ANCHOR
FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. states
OR 11 SCHEDULE FOR MAX. SPACING
3 CONNECTION TYPE #12 x 1/2"SMS @ 12"
"x 3"x 1/4"CONT. SPACING.ALT.FASTENER EXISTING CONCRETE,
s
063-T6 ALUM,ANGLEREFERENCE ANCHOR D.C.OR 3/16"0 ALUM. LOCATION.FRONT AND
MAY BE REVERSED • SCHEDULE FOR MAX. POP RIVETS @ 6"D.C. BACK ANCHORS NOT REWD BLOCK OR WOOD FRAMING
�s SHOWN DI- 1-1 SPACING 11OR 1/4"6 ALUM POP
RIVETS@ 12 D.C. WITH
THIS LOCATION ALI::B0111T OU_T7
t2 OU-T--i
WALL MOUNT SECTION CEILING / INSIDE MOUNT SECTION FIVA I
SCALE:3"=V-0" "A�
SCALE,3"=T-0" _SECT
-AN
SECT
SCALE t 3"=l'-0" no
I
MN GLASS IYI R00,P.E.
SEPARATIONGLASS
OR DOOR PER TABLE 2 cc O=
F-U U GLASS OR I II�7
j Q z DOOR
GLASS OR O.
h W a DOOR MN.GLASS
X N Nj v SEPARATION *: p z
Q=W MN GLASS w w PER TABLE 2 •Q•• Nv'o M js
E~F SEPARATION I-J V(i
PER TABLE 2 F W M Q ¢ �,m /% ..
\ J2 VISA" W7Q //
_ �T e
I �mI 13 x zoo 'o' >�
QwKm 13 M-u QQ�`(0€'a'•
_ /2 1 1/4"MAX.FRO PIN GUIDE f J u Q Cl CONNECTION TYPE a J it m m-W'o 0
/I\ TO BUSHING W SHER ITYP.) 2B a a REFERENCE ANCHOR F o< Z E
m SCHEDULE FOR MAX. u W 9 3 w
I TWO 1/4"0 WOOD .250" SPACING a N 3 r
l LAG SCREWS @ 24" C4 CONNECTION TYPE1 N w
O.C.MAX.WITH 2" S .250" o
THREADED PENETRATION I REFERENCE ANCHOR .1LLJ
/T/4
SCHEDULE FOR MAX.
°c 'T"INTO CENTER OF 2X STUDS SPACING /w f- a
g EMB."T' 14 SMS @ MIDSPAN BETWEEN p 'I 10
STUDS FOR TRACK TO 1"x ' wPLYWOOD& TUBE CONNECTION EXISTING HOST STRUCTURE
STUCCO FINISH 1"x 4"x.125" '41
6063-T6 ALUM,TUBE
N O DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL W�x
THIS DETAIL TO BE USED WHEN STUD SPACI G, SCALE 3".1'-0" SCALE:3"=1'-0"
EXCEEDS THE MAX.ALLOWABLE ANCHOR SPACING. F•a o
@.WALL MOUNT SECTION THIS DETAIL MAY
y <M
ALSO BE USEO �• o P'
SCALE,3"=1'-0" AT TOP 1
Ozm�m
e I
g i ��ua
d I m E K
E F w
ACCORDION SHUTTER w 3 g
PER PRODUCT APPROVAL f- o —GLASS
1- .� MN GLASS OR DOOR
SEPARATION ] O
- TTO --- u=i PER TABLE
A19 w ui EXISTING WOOD(G-0.42) T" a
PPLICABLE AT TOP X ZQ Z TRUSS OR RAFTER
D/OR BOTTOM (Ly�
e ANQ a X Q @ 24"MAX.O.C. _7/2'-1/2'•
Q a
C^'
2"OR 3" E N ! E VI EXISTING FINISH
jilMATERIAL
(D //�� 2"x 5"x 1/8"6063-T6
1/2"MIN. TO BUSHING WASHER(TIYP.) i Ii I a
2"x 3"x y"x CONTINUOUS OR 175" ALUM.ANGLE AG THREE I a N•-n
1/4"TILE(TYP.) 1/4"0 WOOD LAG 8
w 2"x 2"x I/g"x CONTINUOUS 1" 3 6 FINISH MATERIAL -3/4"
6061-TG ALUMINUM ANGLE SCREWS WITH 2Laid
x a$
1 3/4"PLYWOOD MINIMUM THREADED
PENETR."T"IN WOOD z
0.9"MIN.THICK 6061-T6 ALUM TRACK X —1/4"0 A32S GRADE THRU BOLT @ 7"O.C. EACH RAFTER OF TRUSS, 5 6
FASTENED TO ANGLE WITH 1 4-20 L �� OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C. 24"D.C.MAX.WHERE ' E
m ANGLE FASTENED TO / m f3 ¢
MACHINE SCREW AT3"FROM ENDS ANGLE EXTENDS BEYOND g4yyy
EXISTING 3 KSI CONCRETE - GAL V.OR S.S. e
A AND 9"O.C.FOR !E BALANCE LAST TRUSS MORE THAN @gS
HOSTSTRU RACONSIAT 1 1/4"0 ELCO ULTRACON TO CONCRETE/CMU 6", EXTEND ANGLE TO
%"O:ELCO ULTRACONSAT EXISTING CON RETE HOST �' 5"O.C.W/1-1/4"MIN.EMB. I-w
3"FROM ENDS AND 4"O.C. 2-1/2"MIN. STRUCTURE(3000 PSI MIN) ?. OR 1/4"0 LAG SCREW @ 9"O.C.W/1-7/8" NEXT TRUSS. w w t- a &�
FOR BALANCE WITH 1�/a" MIN.EMB. IN WOOD SC-0.42.TO 0.55, H W==l)
MINE MBECMFNT AND 2Yz" MAX.DESIGN LOAD AT 5'-0"MAX SPAN: r' Vl w yIgR
MIN EDGE b:STANCE, t 62 P.S.F. EXISTING CONCRETE, =J a a
STAGGERED WITH.3"MIN. HOLLOW BLOCK OR N o z u m
MAX.DESIGN LOAD AT 6'•0"MAX SPAN: 1 WOOD FRAMING.SEE L7 g N Q COPfRGIR fPUIXLBOWAW PE.
SPACING,TlP, t I 2"x 5"x 1/B"CONT. X z z F-
52 P.S.F. ANCHOR SCHED. '� ALUM.ANGLE(6063-T6) Q w Q 15-2339
OBUILDOUT MOUNT I BASED ON TYPE OF g J O a
HO STRUCTURE u SCALE.
SCALE:NTS (MAX.DESIGN LOAD x 72 PAGE DESCRIPTION:
K Hb PASS THRU DETAIL O TRUSS MOUNT SECTION
SCALE:3".1'-0"
SCALE:3"-1'-0"
t
i
i
M
!N :N
Oo,EXISTINGHOST ALT.LEG p1RECTIONSTRUCTURE 1/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN12'M.N IROh1 EDGE OF ACCORDION ROUND WINpOW EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUMEDGE OFSHUT-mR, SHUTTER BLADES ASSEMBLY " SPACING,AND 3"MINIMUM EDGE DISTANCETOP ON BOTTOM AX (2)6063-T6 ALUMINUM `rANGLES PER BEAM END,SIZE
112" / PER SPAN TUBE SCHEDULE ,*I•
EM@ED. / SPAN TUBE PER F
DESIGN SCHEDULE0
(,'lz
ACCESS HOLE 1/4-20 MACHINE BOLT WJNUT @ ':•3�Q44
EDGE OF ACCORDION z zi� .fi
3.5'"Mi!d j SHUTTER BLADES a 12"O.0 OR#14 x 3/4"SMS 6"O.C. 'rirrtF`
TYPICAL -- 112"MAX.5 6 r[.. IgIly11 X Y^,
LLIj 3"MIN 3 16 m rrLn1 N>U IS�a
EDGE z 2: u r IS Z
2.875"Z`HDLF(TC RECEIVE ! DISTANCE MIN,GLASS 13 Z =a
R`.-:7Uh,-WINDOW ASSEMBLl7 I A SEPARATION b 9 u
EXISTING W
MAYIMLIM OF 3 WINDOWS _ GLASS ORPER TABLF w O
PER EJERY OTHER BLADE DOOR x O z ><
1 LIGHT-N-VIEW WINDOW f«o E GE }r 1/2"MAX 3"MINAwa "O
.k �- N.T-S. EXTERIOR ELEV - 2 DISTANCE 1 5 6 N N a
zN
V) 3 1b il4^MAX.FROM PIN GUIDE
o i z Z TO BUSHING WASHER TYP.1 M
O a ACCESS 174-20 MACHINE BOLT WINLtT @
w~ r1 N 1/2" HOLE 12"O.0 OR#14 x 3/4"SMS 6"'O.C. y Y
2.875"0 HOLE TO _ SPAN TUBE PER u' 8
j RECEIVE ROUND EMBED. DESIGN SCHEDULE d�rryy a g
d WINDOW ASSEMBLY I 1j2' (2)6063-T6 ALUMINUM
PAX. ANGLES PER BEAM END,SIZE
PER SPAN TUBE SCHEDULE
EXISTINGPER
1/4"0 THRU BOLTS SEE BEAM z�' ¢ui
STRUCTURE SCHEDULE FOR REQUIRED NUMBERS o
n I/4"ALL POINTS SOLID SET ANCHORS WITH 718"MIN
ff EMBED IN CONCRETE OR HOLLOW BLOCK 3"MINIMUM ^� E m
0.125"-};- x,0,125"
Tµ4 SPACING,AND 3"MINIMUM EDGE DISTANCE --t-!'
c 3
0.032" 0.032" MAX.DESIGN LOAD=f 72 PSF o g
3 SPAN TUBE SECTION
a- 0.196 \ i B J.-N.T.S. VERT SECTION
4$° L SPANTUBE SCHEDULE
1 , ALLOWABLE TUBE NUMBER OF NUMBER OF MINIMUM ANGLE
TUBE SHUTTER ANCHORSPER
ROUND SPAN THRU-BOLTS LENGTH
SIZE SPAN
ANGLE
&f '-�' i E WINDOW TOP BOTTOM 70P BOTTOM TOP ,BOTTOM TOP BOTTOM
ASSEMBLY TUBE TUBE TUBE TUBE TUBE { TUBE TUBE TUBE o a
60" 123.8" 1 135,2" 2 1 2 2 3_ 4' 7" _ H
. \ 2' il
k5'k 98" ..105.7' 108.9" 2 2 3 3_ 7•A j" •^9
0.125' 123" 09.9" 94.4" 2 2 3 3 7' 7
J 44$
128.1' 157.0' -2 -2-_---J. 3 4' 7" o yj
124.1' 2 �2 3^ 3 7" 7" vv •� �
0.125' 123" 1026, 109.6" 2 2 4 4 10" 10" ggg b
60" 1380' 198.9" 2 2 3 3 7" _ 7" �
02.875" 96" 122.7• 155.7" 2 2 3 4 _ , 10" _
A 03.250" •188" 0125 123" 115.4' 137.6" 2 3 4 S 16"
EI 60" iSBd: 240.0" 2 2 3 A _7" _10" e '
{ @
E \` 90" 140.6• 229.9"._.._2 ? I 4 4..___ _i4"._ .16` &R .
/Q LIGHT-N-VIEW WINDOW / 123" 1322' 203.1^ 3 - 4 - _ 5 - 7 13"- 19"
\ / SPAN TUBE SCHEDULE NOTES: CCvxw�RllRu2339mOr3L
7 N.T'.S, SABIC PLASTICS SIX1431T-UL-94HB I 15-2339
2 x xl x 'x1/4"ANGLES FOR 2'x5"&Z"x6"BEAMS.
2. USE 2"x5"xi/4"ANGLES FOR 2"xB"&2"x10"BEAMS. SCALE:
3. USE BEAM SCHEDULE FOR DETAIL 3/8. PAGE DESCRIPTION1
4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER
CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS.
2 BLADE W( ROUND WINDOW S. SPAN TUBES MAY BE USED INAMID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND
BELOW THE BEAM.MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS,
i 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.'
6. LAP BEAMS ARE NOT ALLOWED. on
c 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM.
S
"
i
x
I) `
I
ANCHOR SCHEDULE: CONCRETE °
x PE
4�
2.5"MIN EDGE DISTANCE _._.--� • ''OP;
lSaans Uo:fa�6'-0"? Soans UP To 8'-3" Spans Uo 7o 12'-0" `t
LOAD -CONN TYPE CONN TYPE CONN TYPE
0 ANCHOR (PsQ CS .nI C3 I C4 I C1 CW C3 I C4 1CS;;,CS i C2 I C3 I C4 C5
x
114"ITW TAPCON OR ECCO 43 16.0' 16 0 35 0 16 0 16 L6 0 1¢0 .9.0" 13.0"X6:0'.16.0" 9.5" S.5" 8.5" 14.5" Qe
ULTMCON W1TN 3 3/ 53 16.0"16 0 SO 5"14 5 i6 d'16 0 12 0 7.0" 10.5"16.0"SS.O" 7.5 4.5" 7.5' 10.5" a •prN '� z"
EMB.Eb,(3�92pst.PtiN CANC} -62 16.0"160 85 125 1�6.D�"16,0 9,5' S.5" 8.5" i5.6"iS.O" 7.5" 4.5" 7.5" SOS" � (,�,' O a m jL
__L_.IB.O"13.0 7.0" 11.0" 16'x0"15.5" 8A" 5,0" 7.S' 11.5"15.0 7.5" 4,5" 7.S" 10.5" 7 / 8 COMBINATION ,��{ .M �`��\b
100 15.0 7.5'• 4.5" 7.5" 10:5"15.0" T,5" 4,5" 7,5" 10.5"k5.0" 7.5" 4.5" 7.5" 10.5" 2 x S(T P. 9 ! 10 COMBINATION /77j'
I/4"MILLENIUM MILLFAST 43 Ib.O"16.0"15.0"16,0"1640"16.0"16,0" 9.D" 13.5"16.0" L6.0" 8.5" 5.5" 9.0" 13.5"
WITH i-314"EMBED(3275pst 53 16.0"16.0•'11.0"15.0"160"k6.0"11.0" R0" 20.5"16.0"13.5" 7.0'" 4.5" 7,5" 9.5" *G"��r4
MIN CONCRETE) 62 16.0"15.0" 8.5" 13.W 16 0"16.0" ILY' 5.5" 9.0" 13.5"13.5" 7,0" 4.5" Z5" 9.5" 0 j W a
70 16.0"12.0" 7.0" 21.0"ib 0,"Id.O" 7.0" d.5" 8.0" 30.5"13,5' 7A" 4.5" 7.5" 4.5" �(
Q W U LL a
100 13.5" 7.0" 4.5" 7.5" 9.P7 13.5" 7.0" 4.5" 7.5" 9.5" 13.5" 7.0" 4.5" 7.S• 9.5" L Mf� W ba
Ij4'ELCO CRETEfLEX S54 43 N6�0-
16.0`116.0"116.0"Ib 0"16.0"16.0"13.5"16A"16.0"16.0"22,5" 8.0" 13.0 16.0" 1 x 5 TYP. 2 x S TYP. W Ni W
W/2"EMBED(3350ps1 MIN 53 16,0"16.0"16 0,"16.0"16.0"10,0"15.5"26.0"16.0"k0.0" 6.5" 11.0"14,0" �S' m
CONC) 62 12.5"I6.0"L6 0"16,0"12,5" 8,0" 13.0"26.0"1b,0•'SD.O" L,5" 1L0"14.0"Llwl 70 10.5"16,tl"160"16.0"10.5" 0" 15"15.0"16.0"10.0" 6.5" 11.0"14.0"100 6.5"' 11.0•'1410"k6.0"ID.O" 6.5" 51.0"14.0' 16.0"10.0"16.5' 1k.0"14.0" J 10 p
LL I"MIN EDGE DISTANCE NOTE: "S"INDICATES ANCHOR SCHEDULE SPACING. r a
p� C1 Cz C3 C4 CSI C1 CZ C3 C4 C5 CI C2 C3 C4 CS SPACING DIAGRAM FOR G2 & C4 CONNECTION TYPE:
114"ITW TAPCON OR ELCO 43 16_0"16,0" 7.5" 8.0" 16 01' 16.0"16.0" 5.0" 5.5" 16.0" 16.0" 9.0",3.0" 4.0" 14.0" - [2 CONNECTION TYPE USING PIECE � WITH OUTSIDE 1z
ULTRACON WITH 2-3/4' S3 16,0"16.0" 5.5" 6.5" 16.0"16.0"32A"� 4.5" 16.0"1.0.51, 7.5" 10.0" ANCHORS ONLY M
m EMBED(3192psi MIN CONC) 62 i6�0"15.5" 4,5" 5.5" 165 16.0" 9A" 4.0" 14.5"14.5" 7.5" 10.0" - C4 CONNECTION TYPE USING PIECE(@�WITH
16_.0"IIS" 4�.0- 5.0" 16.0;'15,0" 7.5" 11.0"14.5" 7.5" So.O" OUTSIDE ANCHORS ONLY
, ���/����oibi•14,5" 7,5_ 10.0"14.5" 7.5'• 10.0" ypi
1(4"M[LLENIUM MILLFAST 43 16.0 16.0'11.0"13.5"161tl_y I!LE 13.0' S.5" 9.5" 16.0'13.0" 7.0" 4.0" 6.5" 10.5" pI 5
f WITH i-3j4"EMBED(3275psI 53 36.0"tfi.0" 8.0" 22.01,I6,Oi 260" 4.0" S.0" T.5" t6.0"t0.5" S.S" S.S" 7.5" ANCHOR NOTES: �s+i C$S
d MIN CONCRETE) 62 16.0"17.5" 6.0" 9.0" i6 0"13,5" 7.0" 4.0" 6.5" 11.0"10.5" 5.5" 5,5" 7.5" }�F-0.'
70 16.0" 4.S'• 5.5" 8.0" L6.0"ILS" 5.5" 5.5" 8.5" k0.5" 5.5" 5.5" 7S" 1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING a1 mg¢m
ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE
` 100 10.5" s.s" 5.5" 7.S'1 10.5" 5.S" SS" 7.5" 10.5" S.5" 5.5" 7.5' LIMITED 70 THOSE SHOWN IN TABLE 1(P9 1). pv s
'A u
it 1.114"M EDGE DISTANCE x
1/4"ALL-POINTS SOLID-SET 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, //r m 2 J
Ou ANCHOR W/7/B"EMBED 5, CI C2 C3 C-0 C 1 CI C2 C3 C4 CS Cl Q C3 C4 C5 ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR "a
b Sj4QD SS MACHINE SCREW 43 16,0"16.0" 8.5" kOS"16.{0_15.0" 12,Q' S.5" 7.5" 16.0"12.5" 66^5" 3.0" 5.0" l0A" EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER m a
is (300Dpsi Miti CONC) 53 16.0"15.0" 6.5"' 8.0" B,5' 4.0" 4.0" iS•5"10.0" 5.0" THAN OR EQUAL TO SHUTTER SPAN,
62
16.0"111.0" 5.0" 7 0" 16 0", 12.5" 6.5" -3.5" 5.0 10.0"10.0" 5.0"/4.0" 7.0'4 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. �.1•� g
70 Sb.O" 9.0" 4.S" 6:0•' 16. 10.5" S.5' 3,0" 4.0" 8.6" I0.0" 5.0" 4.0" 7.0"
4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE
v 100 5.0" 4:0" 7.0'1 10.0" 5.0" 4.0" 7.0" 10.0" 4.0 7.0 BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER
F 1 3"MIN EDGE DISTANCE ANCHOR TYPE
4BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE rl{!
.$ 1/4"ANC OR W/t718 SOLID-SET i - -- CONNECTION. PE.SEE CONNECTION DETAILS FOR IDENTIFICATION OF
ANCHOR W/7/8'EMBER& Cl Ci C3 I C4 CS, Cl C2 C3 C4 CS CI C2 C3 C4 C5
114-20 55 MACHINE SCREW 43 56.0"L6.0"Sb.O"16.0"16,0"16.0 16,ff'13 S"16.0 26.0 16.0"IIA" 7.0" 12.0"16.0" CONNECTION TYPE. i+C1p1 `O
(3000psi MIN CONC) 53 16,0"16.01,73.5"16.0"16- .M 116.0"14.0" 8S' 13,5"Ib;O_"16.0" 8.5" 5.5" 9.5" 12.0" S. ALL CONCRETE ANCHORS SMALL BE INSTALLED TO NON-CRACKED CONCRETE Fi�`•�irtV�'I( „r
h 62 25.0"15.0"10.5"I6.1,56.0"16,0"11.0" 7.0" 11.0"16.0"76.0•' 8,5" 5.5" 9.5" 12.01, ONLY.
6 •� 70 16.0"15.0" 9.D" 14,p"i6,.'I 16.0" 9,0" 6.0" 10.0"23.0"16.0" 8.5" 5.5" 9.5" 12.0" 6. THE CONTRACTOR 15 RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
r ibA" B.S" 5.5" 9.5" 12.0"16.0" 8.5" 5.5" 9.5" k7..0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENAA7IONS.EMBEDMENT
n k00 k6.0" 8,5" 5.5" 9.5" i2.0"
2.5/8"MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
1/4"POWERS SS DROP-IN --- - FINISHES, •++ 9
W11/4-20 SS BOLT AND Ci C2 C3 C4 C5 i CI C2 C3 C4 CS C2 C2 C3 Cd CS a
1"EMBED(3000psl MIN f7.
16,0"16.0"14.0"16.0"16. 16,0"14,0" 8.0" 12.5"16.0"14.0" 7.5" 5.0" e.D° 11.5" 7. WHERE EXISTING STRUCTURE IS Wp00 FRAMING,WOOD FRAMING CONDITIONS
CONC) 160"16.0" 9.5" k4.D"I6.lt I6.0" 9.5'_ 6�0" 10.0"16.0"11.5" 60" 4.0" 7.0" 8.0'• VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING S a
16.0"12.5" z5" 12.0"i6A"i4.5" 7.5" S.0" B.5" 11.5"11.5" 6.0" 4.0^ zo" 6.0" MEMBERS NOT PLYWOOD.FASTENING 70 PLYWOOD IS ACCEPTABLE ONLY FOR
NSA
s� SIDE CLO�URE PIECES.
16.0"10,0" 6.5" 10.5"16."12.01, 6,0" a.o" 7.5" 9.0° SLS" 6.4" 4A" L0" 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER 3
I0o 11.5^
_i.-0" 4.0" 7.0" 8.0"!11.5" 6,0" 4.0^ 7.0^ 8.0' SLS" 6.0" 4-.0^ zo" s.D" SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN.)WOOD STUD.3/4"
k 3.112"MIN EDGE DISTANCE EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. LAG SCREWS SHALL 18 S2
W/ POWERS 55 DROP-IN ---- {`( - HAVE PHILLIPS PAN HEAD OR HEX HEAD.
m W/1/4.20 SS BOLT AND CS C2 C3 C4 CS! C1 C2 C3 C4 CS Cl C2 C3 CA C5 9
m I"EMBED(3000pet MIN 43 16.0"16,0"15.0"16,0"16.0",16.0" 14.5" 9.0" 13.5"116.D"115.0" 7.5" 5.0" 4.0" 12,0 9. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/7."ENGAGEMENT OF THREADS IN $ ff
' CONC) 53 16_0"16.0"IO.S"15.0'•16 _1 16.0"10.0" 6.5_' 10 5"i6.6"I2.0" 6.0"_ 4.0" 7.S" B.5': BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER f� G 12 5
62 13.0" 8,0"12.5"16.'i 15.0" 8.0" 5.0" 9.0" 12.0"12.0"6.0" 4.0" -7,5" 8.5" HEAD(SIDEWALK BOLT),U.O.N.
12S" 63 d.5" 8,0" 9.5" 12.01, 6.0'" 4.0" 7.5" 8.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. o
100 12.0" 6.0" 4.0" 7.S" 8,5" 12.0 6.0" 4.0" 7.5" B 12.0" 6.0" 4.0"
2"MLN EDGE DISTANCE DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, i d °e
#12 SMS W/2"EYEWALL C3 C2 C3 C4 CS i CI C2 C3 C4 CS CI C2 C3 C4 CS
NUT OR WASHER WINGNUT. ppPrmciBiRaac Le39 P.E
ARMOR INSERT W/2"EMBER 43 26.0"16.0"1I,5"114.0"116.0 16.0-116,0"1 7,5" 10.0•'16.0"16.0" 9.0" 4.5" 6S'_13_5" 11, MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15"Z3g
(2000pS1 MIN CONC) 53 16,0"16.0" B.5" 11.0"i6.'1 16.0"11.5"15.5" 8.0" 16.0"14.0" 7.0" 3.5" 5.5" 10.0" -
62 16.0"15.0" 7.0•' 9.T' 16.0",16.0" 9.0" 4.5•' 6,5" 14.0"14,0" 7.0•' 3.5" AS" 10,C" 12, WHEN ANCHORING TO HOLLOW BLOCK SDS DRILLS SHOULD NOT BE USED To SCALEI
s DRILL INTO HOLLOW BLOCK NOR SHOOID IMPACT DRILLS BE USED TO-INSTALL ppce pescRlPrloN:
70 16.0"12.0" 6.0" 8.0" I6.'i 14.5" 7.5" 4.0" 6,0" 10.5"1.0.01, 7.0" 3.5" 5,5" 10.0" CONCRETE SCREWS TO HOLLOW BLOCK
100 14.0" 7.0" 3.5" 14.0"'7.0" 3.5' 5.5" 10.9'14.0" 7.0" },5" 5S" 10.0"
#12 EMS W/2.75'EYEWALL 43 16.0"16.0" 16.0"16,0"I6. '1 16.0"16.0'10,0"14.0" 16.0"16.0"11.5" 6.0" 9.S" 16:0"
.(;
ARMOR INSERT W(2.5' 53 16.0"16.0"12.0"16.0"ib.0'S 16.0"L5.0' 7.5" 11.0"16,0"1L.0" 9.0" 5.0" B.0" 13.0" a9 9
v EMBED(2000pst MIN CONC) 62 16.0"16.0" 99^5" 13.5"16.D"16.0"11.5" 6.5" 9.5" 16.0"16.0" 9.0" 5.0" 8.0" 13.0"
.F 70 16.0"16.0" B.0" 11.5"16.0"I 16.0" 9.5" 5.5" 8.5" 14.0"16.0" 9.0" 5.0" 8,0 13.01,
700 16.0" 9.0" 5.0" 8.0" 13.D'i 160"1 9.0" 5.0" 8.0" 13.0"16.0" 9.0" 5.0" H.0" 13.0"
!
i
p4 IJj9/"E.
1 ANCHOR SCHEDULE; CONCRETE {CONT.} �," , � g9p''��,
3 2-3/16"MIN EDGE DISTANCE 3.1/8 MSN EDGE DISTANCE ll T, /
...- ..
Spans Up To 6'-0" Spans Up To 8'-3" Spans Up To I2'-0" $vans Uv To 6'•0" Spans Up To 8'-3" Spans Up Tv 12'-0"
LOADCONN PE- CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE
O ANCHOR (Psi jY
x ti C1 C2 C3 C4 C5 C1 1 C2 I C3 C4 I C5 C1 C2 I C3 C4 CS C1 C2 I C3 I C4 CS CS I C2 C3 I C4 I CS CI C2 1 C3 1 C4 C5
5116"ITW TAPCON XL WITH 43 16.0"16.0"'16.0"16.0'•15.0"16,0"160'12.0"169"16,0"16.0"11.0" 7.0" 12.0"16.0"I&T'I&T'36.0"16.0"16.0"1&D"16.0 12.5"i6.0"16.01,16.0"13.5" 7,5" 12.0.,16.0"
1-3/4"EMBED(2B99psl MIN t62160*
16.0".14.0"16.0"16.0"16.0"14.5" 9.0" 14.0"16,0"16.0" 9.0".15.0•' 10.0"12.5"16.0"16.0"1A.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" .,T, O, M•�(4 ._•
CONC) 16.0"11.5"16.0"16.0"160"11.5" 7.5" 12.0"160"160" 9,06.0'• 10.0"12.5•'SS.O"16.0"li.S 116.0•'36.0"16.0"11,5" 7.5" 12.0"16.0"16.0" 9.5" 6.0" 10.5"13`0"15,5" 9.5' 15.0"16.0"16.0" 9.S" 6.0" 10.5"17.5" . . . . . . 16.0"100"35.0"16.0"16.0"10.0" 6.5" 10,5"14.0"16.0" 9.5' 6.0" 10.5"9.0" 6.41 10.0"12.5"16.0'" 9,0" 6.0" 50.0"12.5'16.0" 9.0" 6.0" 30.0"12.5"16.4" 4.5" 6.D" 14.5"13.0"16.0" 9.5" b.0" 50.5"13:4"16.01, 9,5" 6.0" 10.5"13.0" f �{) 15i16'ELCO ULTRACON WITH 16.0"I6.0"16.0"16.0"16.0" 16.0"13.5'16.0"Sd.O"16.0"12.0" B4O" 13.5"16.0" 16.0"16.0"16.0"36.0"16,0"16.0"16.0"35.0"16.(11,16.91,1G.U"13.0B.0" 15:0"16.0" X3'43 w1-3(41,EMBED(3500ps1 MIN "15.0"16.0"16.0"16.0"16.0" 15.5" 10.0"16.0"16,0"16.0" 4.5" 6.5" 11.51,17.5"16.D"16.0"16.0"16.0"16.0"16.0"16.0"11.0"16.0"56WCONCj "16.0"12.5'16.0"16,01,16.0" 12.0" 8.0" 14.0"16.0"15,0" 9.5" 6.5" 31.51,13.5"16.0"16.0"14.0"16:0"16.0"113.5" 9.0" iS.D"16.91,16.0"10.5" 7.S"i "16.J"10."'16.0"16.0"10"30.0" 7.0" 12.0"14.5"16.0" 9.5" 6.5 11.5"13.5"1fi.6"16.0"11.5"16.0"16.0"16.0"11.0" 7.5" 17.0"16.91,16.0"10.5" 7.5" 12.515.0um w100 1." 9.5" 6.5. 71.5"13.5"16.0" 9.T' 6.5" 11.5"13.5'169" 9.5" 6.5" 11.5"53.5"t6.0"30.5", .5" 12.5'15.0"- 70.5" 7.5 12.5"15.0 Id.O"10.5 7.5 12.5"15.0"
114"304 SS POWERS TAPPER _., ! 1.1/2"MIN EDGE DISTANCE 3"MIN EDGE DISTANCE_
_
` WII-314"EhieEG(3006p51 Ci C2 C3 C4 CS Ci C2 C3 C4 CS Cl C2 C3 C4 CS C3 C2 C3 Cd CS Cl C2 C3 C4 CS CS C2 C3 C4 CS N m 3 m
b MIN CONC) 43 16.0"14.5' 6.5' B. 16.0"12.5" 7.0" 4.0" 6.0" 12.5" 14.0 8.0 12.4
--------- - v
53 14.0" 8.5" 4,5' b.5" 149" 4.0" 4.5" 3.6" 4.5" 9.0" 6.0 3.0 3.0" A.0" 16.0"16.0" 9.5•' 13.5"169"16.01, 4.5" 6.0" 9.S"
e 62 11.5" 6.5" S.5" 12.D" 7A" 3.S" 4.0" 6.D" 6.0" 3.0" 3.0" A.0" 16.0"13.0" 7.5" 11.0"I6.D"14.5 7.5_ 5.0" B.D"
@ 70 4.5" 5.0" 3.0' S.0" 10.0" 6.0" 3.0" 3.5" 4.5" b.0" 3.0" 3.4" 4.4" 12.5" 6.5" 4.0" 7.4" 9.0" 12.4" 6.4" 4.4" 6.5" 8.5"
.._._._.e-_ __.__-_____._
6,0" 3.0" 3.0" 4.q" 6.0" 3.0" 3.0" a.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" 0.5"
ANCHOR SCHEDULE: HOL LIOW CONCRETE BLOCK
-__t I"MIN EDGE DISTANCE 2.1/2_'MIN EDGE DISTANCE wI
..._ ..-
5 ans U To'e-o" Spans Up To F-3" Spans Up To 12'-0" Svans Uo To 6"-0" Svans Up Tv 8'•3" Spens Up Ta]2'-6"
LOAD CONI CONN TYPE CONN TYPE CONN TYPE CONN TYPE CONN TYPE !•„"3 a
d O ANCHOR (psq I
--� x C1 C2 C3 C4 � CS Ci C2 C3 C4 CS C3 C2 C3 C4 CS CI C2 C3 E C4 CS Ci C2 C3 C4 CS CS C2 C3 C4 CS
9 1/4"ITW TAPCON WITH 43 8,5" 7.0" 3.S•'•8.S" 6.0, 3.v, 6.0" 3.5" 11.5"10.0" 5.0" 6.5" 11,5" 8.5" 4.5" 3.0" 4.5"
_.
A"EMBED 53 7.0" 4 0" 7.0" 4,5" 4.5" 9.S' 6.D" 6.0 �.0" 3.5" 6.0" 4.0" _m
62 5.5" 3.0•` 6.0" 3.5" 8.0" 4.0" 4.5" 8.0" 5.0':% 3.0" 4,0"
70 4.6" 5.0' 3.0" 6.5" 3.5" 3.5" 6.5" 4.0" \ jZ Q
140 % __ /l//l/l/I V"�
4.4"r 4A" 4.6 , K
-- w
1/4"ELCO ULTRACON WITH 43 13.0"10.5" 16.5" 13.0" 9.0" 9.0" 13.0 10,5' A.5" 6.0" 13.0" 9.0" 5,0" 3.0" 4A" 9.0" 5.0" 4.0"
F 1-1j4"EMBED 53•T45" &5" 20.5" 6.5'• 6.5" 145 6.5" 3.5" 5.0" 10.5" b.5"; 3.5 3.5" 6.5" 4.0 3.0" - ❑
_.- a
u ' 62 8.5" 9.0" 0.5'• 4,5 4.0" 9.0" 5.0": 4.0" 4.0" 3.0"
70 7A" 7.5° 7.0" 3.5 3.5 7.5 4.53.0" 4.0" 3.D" 41 c
" 100 4.0 3.0" 4.0"� 3.0" 4.0" 3.0" 51
c3141,Pi1tLENIUM t4tLLFA57 43 1?.5"S45"�4.4'1 35.0" 12,5" 9.0" SA" 9.0" 5.0" 4A" I3.5"IS.S" 5.5" 7.5" 13:5"10.0'4 S.5" SA" 10.0" S.5" 4.5 �`�h„ °2
m ANCHOR W/1-1/4"EMBED jMr�„3
6.0" 4.0"
62 8.4" 4.5" 8.5" S.0" 4.0" 4.5" 4.5"
70 6.5" 7.0" 4.0 -a,0" 7.5" 4.0"
6 z 100
�^- 1-[/4"MIN EDGE DISTANCE _ _7.'MIN EDGE DISTANCE
LL 3 114"ALL-POINTS SOLID-SET --- - -
ANCHOR W/71B"EMBEp& CS C2 C3 I C4 C5 C1 C2 E3 C4 C5 C1 C2 C3 C4 CS C1 C2 C3 J C4 CS C1 C2 C3 C4 C5 C1 C2 C3 C4 CS n a
8 S
1/4-20 SS MACHINE SCREW _a3_15.0"_53.0"_5.0' �6A" 15.0"11.0" b.0" 3�0" CO" 11.0" 6.0" 3.0" 5.0" IG9"16.0" 8.5" 10,4"16.0"16.0"10.5" SA" 7.0" I6.0"11.6" 5.5" 3.0" 4.5" 8.5"
m = 53 32.5" 7.5'�' 33" 4.5" IZ.S" 8.0" 4.0" 3.5" 8.0" 5.0"j 3.5" I6,0"13.0" 6.0" 8.0 16.0"14.0" 7.5" 4.0" 5.5" 13.5" 9.0" 4.5"
aSLL. 62 IDA" S.S"% 3.5" 9.5" 5.0" 6,5" 16,0"11.0"-S.S" 3.0" 4.5" 4.0" 9.0" 4.5" 4.0" 6.5"
•� 70 8.5" a.5" 3.5" 14.5" 8.0'• 4.0" 6.0" 15.5" 9.5" 4.5" 4,0" 7.0" _9,0" A.5" 4.0" 6.5' Nggge
100 5.0" 3.5" 5.0" 4.5" 4A" 6.5" 9.0" 4.5" 4.0" 6.5" 9.0" 6.5" 3 5
w 5116"ITW TAPCON%L WITH ._ 3"MIN EDGE DISTANCE 4"MIN EDGE DISTANCE S�
Ci C2 V C3 1 CA CS C3 C2 C3 C4 CS CI C2 C3 C4 CS Ci C2 C3 C4 CS C1 C2 C3 C4 CS CS C2 C3 C4 CS b €
t-3/a"EMBED @@@
e 43 I6.0"16.0" 9.0�' 12.0"16.0"14_0".7.5" 5.q" 8.5 14,0 B.0" 4.0" 3.0" 5.5" 6.5"
53 15.5 4.5 6.4" 4.5" 55.5"70.0" 5.4" 6.5" 10.0" 6.5" 4.5" 4.5" S
gv
62 13.0" 7.0" B.0" 13.0" 8.0" 4.0 5.5 6.5" b.S" 4.5" 4.5" c $
-To-
n4.5.5" 7.0" 13.4" 5.S" 6.5" 4.5" 4.5" -
6.5 3.0" 4.5" 4.5' 6.5" 4.5" A.5" 6.5" 4.5" 4.5" @ p
p 100 qq}
ip
1.9/16"MIN EDGE DISTANCE 3.118"MIN EDGE DISTANCE
5/16"ELCO ULTRACON WITH CI I C3 I C3111 C4 I CS I CI IC2 C3 C4 CS Cl C2 C3 C4 CS CI C2 C3 C4 C5 Cl C2 F C3 C4 C5 CI C2 C3 C4 C5 COPTWfMfW3NLE0WADO P.E.
1.1/4"EMBED 43 12.0"10.0" 12,0" 8.5" 8.5" 15`0"160" 8.5" 11.0"16.0"15.0" 8.5" 7.5" f5.0" 8.5" 7.0"
53 9.5" 6.0" 9.5" 6.0" G.0" 16.0"10.5" 6.0" 9.S" 16.6"11.4" �.o'• 16.5" zD'. i5-2339
14.0. SCALE:
7.0'• I3.5 6.0 6.0 22.0 J.0" 7.0'• PAGE ItESCRSPTION:
100 7�0" 7.0" 7.0" •
ANCHOR NOTES:SEE SHEET (•}
_ 9 FOR ANCHOR NOTES. Ifl U
•
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK
2"MIN EDGE DISTANCE A
ARREN T.6'-0" Spans 5pSpans Up T.8'-3" Spans U�-0 i2'-0"
pc ANCHO�i LOAD CONN TYPE I CONN TYPE CONN TYPE -v -I !
'00'p
xG
(psr) Cl C Cl I CZ C3 C4 I C5 2 1 C3 C4 I CS Cl CZ C3 C4 CS
,". 4.S
812 SMS 1 W/2 EYEWALL 43 1601 16.0 7.5" 9.0; 16.0"15.5" 8.5" 4.5;: 6.K 15.51,
OR
ARMOR I SERT W/I-V4-
53 11-0" 6--o" 3.5" .0 11.0 3.1 3.5-'- 5.0"
3.5" 3.5"EMBED -U-RAF" 10.5.1 �4.'V" ]'I Fi��ia 7.0" 7.0"
_6,0-114.5- 9.0- 1-�14 S 5.0"
7.5" s" 5.l 7.01:3
5.0"
0 TI,r
100 7.0" 3.1" 3.5" 5.01,
35-- 5.0" 7.0" .5
ANCH6R SCHEDULE.- WOOD (G=0.55)
3/4'MIN EDGE DISTANCE
Spans Up To 6'-0" S ns U TO 9'-3" Soans Up To 12'.0"
LOAD CONN TYPE CONN TYPE CONN TYPE
0 ANCHOR (psr) I
Cl I cC34!
C4 I CS Cl C2 C3 I C4 I CS Cl I CZ I C3 I C4 CS
214'LAG PCREW 4 43 �I.r 12.5"16.0"16.9'116,0"17.5" 9.0" 6.9"1.6.0'14.5' 60' 16.W*
'E.=31 S3 16.0"16.0" 6.0"-TF 16.0"1 6.0' 11 1pl 1.1-91 1��q"
'G E�l
MIN N 6 1 leg
ll i -fL i6 0.1 16.1.1 7,0" 8.5" 16.0"16.9-!!!,L 5.0" 6.0" 16.0"1&0'il 5.0" 16.0" w
70 15,D'16.0" 6.0" 7.5" 16,0"16.0"12.5- 1.0- 5.5" 16.0"16.0"11.5"14.0"1 S.D" 16.0"
"Ils, 4.1"
100 L6.0"11 5 4 0
ILL 4.0" 5.0" ii-L A-K LLF i-A)" 5-0" 16.0" 16.0 5.0" 160'.
43 �6 0 .0' lu"16.0- !;.E .5'.� 4.5" 7.0" 15.5" 8.5" 4.1" 4.5" 7.D"
'D'o"
r7l
�o
'6�" 1,I.SH111r,WITH 16 V �D
q IT .I I " 0
/4-20 53 16.01,10.51, 5.5- 8.01, 16.0,,11.0-- 6 0" 35 5 5' 110 7.0" 3,5' 4," S�V-
SS MACHINE SCREW 6 ji" iLL_
62 8.0; 4.5" 6,5" 14.5" 9.0" 4.5" 3.0" 4.5" 7.0" 7.0" 3,5" 4.0'-' S.D.,
5"Vllzl�z. 4.0" S.E� 7." 3.5" -!TO--
76' 2-.0- 6.0" 3.5" 5.5" 12Z" 7�5" 3. .01,
0 61 3.5 4.0" 5.0"1 7.0"1 3.5'rZ11A 4.9" 5.0" 7.0" 3.5" 4.0"-
91443 1 '116.0-1 8.0" 10.0"116.0"16.0" 11.5" ?..E.
14KB
WOOD, Fx� b6E
6 60,
i6xi -�owr 8.0" 16.0"16,0" 9.5" 5.5" 13.0"
SMS ltK1 16.0
SCREW W 5
4
I,
THREAD P NETRATION
TH
62 1 6 0 16.0"!7.5" 16.0"116.0"111.5-1 5.0-
70 16:0 16.W 116.0..1 10.0--1 4.5- H.4
100 Do i n
o.
ANCHOR SCHEDULE: WOOD (G=0.42)
3/4-MIN EDGE DISTANCE z
2
6 Spans Up To 6'.0" Spans Up To 5'-3" Spans Up To 12'-0"
oLOAD CONN TYPE CONN TYPECONN TYPE
ANCHOR 1 1; 1
(pst) cl a 1 C2 C3 C1 I cs
CZ I C3 I C4 I C5 Cl C2'1 C3 I C4 I CS
1/4'LAG SCREW WITH 1-3/4* 43 16.0"16.0' 9.0" 10.0"116.0"16,0'116.0" 5.5" 7.0" 16.0"116,W 9.5"13.5" 4.5"115.0" 1 v
MIN NURAJIUN
R_jj.E 16.0" 6.9" 8.0*1 2.5" 4.5" L6HO"15.0" 7.5": 3.0" 4.0-
S-5"
62 16.(Y,16.0" 5.5" 6.5" 16.0"16.0" 9.5" 3.5" 5.0"T IS.O.,mo.- T-w -4.0"111.0"
70 16.0" 13.5" 4.5" 6.0" 16,0"16.0- .0- 4.0" 11.511
100 150' 7.5" 30' 4.0" 110'15.0" 7.r 30' 4.0' ILT'
140 711; Z" 111�6;
4!14 SMS R 43 L6..P"I6E 8.5" 10.5"16,0"16.0-12.5" 5.5" 7.0" 16.0"13.0" 6.5" :T.5- 5.0-
0 SCREW W�tl 0 1-3/4'MIN, 53 ILL ALL 6.5" 8.0" 16.0"16Z' 8.5" 4.0" 5.5"TKOF 1-0.V 5.5" 2.5"T5--To--
0 THnE
3: AD;;N=EWTnl0N 62 160 11.5" 5.0�' 7 0 160 13.0" 6.5" 3.S" 5.0" 10.5"TO-.F �.S'- 2.5" 4.0"
0 16.0" 5- 4.5;� 6.0" 16V IL01' S.5" 3.0" 4.0" B.V' TER; S.i" if;'-.Cr-
--il o-o Fi o7s--Fs-.5r 1-2.S -Z-0-ITS-- i6.!F 557-i. -4.7F 7.5" 16 2.5"1 4.0" gKKK
ANCHOR SCHEDULE: GROUT-FILLED CONCRETE BLOCK
4'MIN EDGE DISTANCE
Soa-ns Up T.6'-0" ftags Hl 2'-0"
In To Spans Up To
LOAD N7 F
0 (p5) CON"TYPE CONN TYPERyC
x I ANCHOR I'I T. CI C2 C3 C3 I C4 I CS Cl I C2 I C3 I C4 I CS Cl I C2 C3 I C4 CS FF
5/16'ITW TAPCON XL W/. L3_16E L6�0-16._T!6X-16.0"16.0"jI6.WjI5.D"jI6.0-1&0"I&V 15.0' Lq:, 14.0-16,0"
2-1/4"MINI EMBED 53 I&E 16.0-16.0"iLE i6�A6--E 16.0"11.0"116.0"16.0" 16,0"12.0" 7.5" 12.0"16.0"
62 16 E
ILL 16.0"14.0" 16.01,16.01,15Z 114.01'16.91 iS.W-T2.0-75"Ii-.0-T67-0-
70 16.V'16.0"11.5"16.0"16.0"16.0"12.5" 12.5 16.0"12.0" 7.5" 12.0"16.0'
i.- - - 12.0'-'16.F -1201-7.-S"' 12.01,16.0111
100 16.0"12.0" V i7z-.v R.'r i-6.cF i72.cFis
'C998
ON W/ 43 16.011 16.0"AID. L 10.5" 9.51, 16.01,11.0'. 5.5" 6.51, UP,
MSED - - - L 11�2:16.0"AL C0P=HTFML8EhVM0Pl.l
5/16 R.
2T4*�MI. i'LIITUIC -f3 16.0"13.5" 7.5" 11.0"16.0"_ 7-5"
4.1"
'0'0"
8
14
7
S.D..
40'
10.0- 6.0- 9.0" 16.0-11.0- 5.5- 6.51, 9.01, D' 6-S"
215-2339
70 15.0" 8.0" 5.0" 8.0" 15.5" 9.5" 9.0SCALEt- I
V** 5.5- 6.S"
-!O-D 5.51, 6.5" 9.0"
PAGE DESCRIPTION,
O
MIN EDGE DISTANCE
Cl C2 C3 C4 C5 C2 C3 C4 CS Cl CZ C3 C4 CS
Cl
S
S 2-EYEWALL 43 16.0"16.0" 9.5" 1.5"ICS"16.0"14.0.
01,SM W R _' 6.008.0 16.0 14.5' 7.5" 3.5" 5.5" 11.5"
ARMOR TW/2'EMBED--F3-16-,r 7670---7.0" 16Z X1 9.51 1 4.5"16.5" V .5 6ffl 3.0" 4.5" 8.5"
1 5 o"
6
62 13.0" 7.5" 16.0"114 7,5" 8.
L6.0' 5.5"_ �4
Cf�
i.
ANCHOR NOTES SEE 5
-72-160 105 50 6.5" 16. 12�56. 3.0" 4§7 9.0" ISS" 6 S. MEET
I-L 100 11.5sk 6.0" 3.0" 4.5"4.5" 8. 11.5" 6.0" 3.0"' 4.. 8.5"111.5-11 6.0"1 3.0" 4.5" 8.
9 FOR ANCHOR NOTES.
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