HomeMy WebLinkAboutProduct Approval Opening I Size
(WxH)
1. Accordion Shutter 53 x62
(Front Window)
2. Accordion Shutter 53 x 55
(Side Window)
3. Accordion Shutter 53 x55
(Side Window)
4. Accordion Shutter 72 x80
(Back Sliding Glass Door)
5. Accordion Shutter 74 x62 5
(Back Window)
6. Accordion Shutter 26 112 x40
(Side Window)
7. Accordion Shutter 26 112 x 40
(Side Window)
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Feb 06,2017
PAGE GESCRIPTIGN:
Site Plan
PAGE: OF
1
1
Property Information Building Information
Owner: Ron Forrest Wind Zone: 150 MPH.
Address: 40 Lagos del Norte Exposure Category: B
Ft Pierce,Fl 34951 Minimum Building Dimension: 30 ft.
Mean Roof Height: 15 ft.
Risk Category: II
Design Pressure Calculations
Opening Location Device Device Device Max Positive Max Negative
—IFP g g
Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf)
1 End 53 62 7 27.0 -35.2
2 Int 53 55 7 27.2 -29.7
3 Int 53 55 7 27.2 -29.7
4 Int 72 80 7 26.0 -28.4
5 End 74 62 7 26.4 -33.9
6 Int 26.5 40 7 28.5 -31.0
7 Int 26.5 40 7 28.5 -31.0
Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code.
Page 1 of 1
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BCIS Home.,t Log In�i User Registration i Hot Topics ? Submit Surcharge Stats&Facts Publications ; FBC Staff BCIS Site Map ? Links Search
_ .Product Approval
3 ttt% USER:Public User
>p,-_cY nr o,(ir�t¢;n Seard+>t:atacrti�r,Lir>Application Detail
FL# FLi3757-R-
Application Type Revision
Code Version
Application Status Approved
Comments
Archived
Product Manufacturer ToWn`and=Country Indo'tries,
�al_Aep
Address/Phone/Email 400-West'McN'ab 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 ' -•A.ccocdionl�
1CC a
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
J 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 _.,. _ ----____ Nation_al Acc_reditation _&Ma nagement_Institute_
Quality Assurance Contract Expiration Date 12/31/2018
Validated By ORLANDO L. BLANCO,P.E.
;,;--VaJidation-Checklist—Hardco_ -Received
Certificate of Independence .._.�.__ ;>
.._. >_.;,.;_v.,
1371 C:'.;.I >3-tiff
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
.....
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
I
Summary of Products
FL# Model,Number or Name Description J
13757.1 6.8 Accordion Shutter Large Missile Impact Resistant Accordion Shutter System
Limits of Use j Installation Instructions
Approved for use in HVHZ:Yes FL'"37iy7 R _? _J.;c r_cif
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 EI'3 F; %>2 Eva*Lpdf
span/pressure combinations and additional limitations of Created by Independent Third Party: Yes
use.
s13757Stre"aml neiShutter I Large Missile Impact Resistant Accordion Shutter System
_ Y
Limits of Use (Installation Instructions
Approved for use in HVHZ:Yes FL_ F.5 11 Dw-I._._r}r1=
Approved for use outside HVHZ:Yes i 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
span/pressure combinations and additional limitations of I Created by Independent Third Party: Yes
use.
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 I Installation Instructions
Approved for use in HVHZ:No FL1' 57 P.S. li _ 3.c:xj
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_.'S 75% R5 AE Eval 3.;:df
anchorage,etc. Created by Independent Third Party:Yes
Contact Us::26D1 Blair Stone Rq T I k asseo"rL 32399 Phone:850-487-1824
---'- -------- ---- The-State-ofFlorida-is-an AAJEEO-e.m loyer.-Corinvdh 27-2T0ae ,Ioida:. :Privacy Staf � liryS¢itemen Refund 5t—ate�y —- ------ --
,
.. 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 850.487.3,395."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 addmss if
they have one.The emails piovided may be used for official communication wio the licensee.However ema6 addresses are public record.If you do not wish to
I supply a personal address,please Provide Vie Department with an email address:vl;ich can be made available to the public.To determine if you are a licensee under '
Chapter 455,F.S.,please click here.
Product Approvat ACcepts: -
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1102 90' 13T
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SCHEDULE FOR MAX. STRUCTURE
Oq 0: S"MAX. 1/4-20 MACHINE BOLT
¢w- C1 CONNECTION TYPE WlNUT @ t2"O.C.OR
GLASS a❑ GLASS REFERENCE ANCHOR '
OR ODOR 'S., OR DOOR H w ❑ SCHEDULE FOR MAX. 014 SMS C@ 6"O.C. *; ,1 ;
r Q r r w= SPACING J2" (TYP-TOP&BOTTOM)
MN 13 �w0.w MN 13 ❑r xv T QFm
GLA55 ,=A r�»d1 /2" ('. o
q N EPARATION IO_ a
1/4"-26 THRU BOLT W/ GLASSARAT ¢S m #14 x 1/2"SMS Cat 12"O.C. PER X w Z h w
LOCK NUT @ 13"O.C.OR EPARATI r w F OR 3/16"0 ALUM,PDP TABLE 2 ¢-I o¢ p w [)OR�O�
12 x 1/2"SMS 12"O.C.E.S. PER Lq;F- E °• w q OR b / I+• 1, 0
@ y- RIVETS @ 6"O.C. OR 1f4"0 to 3
OR 3/16"0 ALUM.POP TABLE 2 z
RIVETS 6"O,C. E.S. mix ALUM.POP RIVETS @ 12"O.C. ¢ X u}
R 1/4"0 ALUM.POP RIVETS / ~ tt AND 3O MR GLASS ¢ F:� rp >a�` w
@ 12"O.C.E.S. 1 1/4"MAX.FROM PIN SEPARATION w u ¢W Z °
ASSEMBLY 73 h y m$
1/4"MA'X.FROM PIN 1/2"TYP. GUID.TO 5 LNG PER TABLE 3 1'V'N w w Z Iv❑ w o
• O9 AND tO0 GUIDE TD BUSHING WASHER ITYPJ
ASSEMBLY WASHER(TYP.I w GLASS h Nm LU ~w' 3' m
/
1/2" 7!Z"TYP. EXISTING CONCRETE, w 3 CONNECTION TYPE OR ODOR—I( X z o Z u3)a 3
s _ JBLOCK OR WOOD FRAMING EDGE REFERENCE ANCHOR u a o a ow—
SC,
m EDULE FDR MAX. F u a m w•-
a^ w / 4 CONNECTION TYPE DIST, a M H❑ a
REFERENCE ANCHOR SPACING
£ / EDGE SCHEDULE FOR MAX,
p / OtSTSPACING AS SHOWN - w
3 CONNECTION TYPE i 'DIAGRAM ON PG.9 p Lo (5�.OR 6 OR
REFERENCE ANCHOR EXISTING CONCRETE, w ❑ O 6 m
SCHEDULE FOR MAX. V4"MAX.FROM PIN
BLOCK OR WOOD FRAMING
ST ! SPACING.ALT.FASTENER CI CONNECTION TYPE f GUIDE TO BUSHING
LOCATION.FRONT ANDI REFERENCE ANCHOR t/ WASHER(TYP.) Nb Y
$�y 1/4 MAX.FROM BACK ANCHORS NOT REDO (g�INSIDE MOUNT SECTION SCHEDULE FOR MAX, i9 w 5 d
WITH THIS LOCATION �✓ SCALE:3 1'-0" SPACING o°i
PIN GUIDE fi0 5 CONNECTION TYPE E.a,�,
BUSHING WASHER (A"\INSIDE MOUNT SECTION REFERENCE ANCHOR rn o�
OA INSIDE SCHEDULE FOR MAX. o!;�0 mm
(TYP.) SCALE 3"e 1'-4", EXISTING CONCRETE, SPACING o a�+
BLOCK OR WOOD FRAMI EMBED. z S m
/ Cc BUILD OUT MOUNT SECTION a
SCALE:3"=1'-0" - `
—�" TYP,BOTTOM I EXISTING CONCRETE, --� o U
a BLOCK OR WOOD FRAMING �...-�—''•' q
EXISTING
�
m
NOTE:FOR DETAILS A.B,D.AND E ON THISI SHEET, EDGE 1ST 4 CONNECTION TYPE EMBED. STRUCTURE °'
THE BASE TRACK MAY BE INSTALLED IN SECTIONS REFERENCE ANCHOR 5.CONNECTIONn'TYPE'
WITH 1/4"GAPS,PROVIDED THAT EACH SECTION HAS SCHEDULE FOR MAX. `'"REFERENCE ANCHOR
., A MINIMUM OF TWO SETS OF ANCHORS ANC{ISA = SPACING SCHEDULE FOR MAX.
MINIMUM OF 12"'LONG.THE SILL OR CEILING TRACK W r SPACING � S
USED WITH THE BASE TRACK MUST BE CO TINUOUS /�.,
OVER THE GAPS BETWEEN SECTIONS. 3 16 1/2" OjRO
W p r
N_
" GLASS MN r » I"0 3 1,11
OR DOOR GLASS 13 N w 1_. m w h w+ oir -
w 1112 x 1/2"SMS @ 12" EPARATI
I w w ih-• O.C.OR 3/16"0 ALUM. PER IA q N 4 13 i- w w i aEg
POP RIVETS @6"O.C. TA73LE2 X ❑2h GLASS OR MR GLA =z =a
i-I^a w w OR 1/4"0 ALUM.POP Q o a DOOR-- a th7 0 N Q k
MN GLASS 13 I =x Z u"� RIVETS @ 12"O.C. S u N PER TABLE 2 X w O Z I, i 3
r m
n SEPARATION m o w Q F''o a e
PER TABLE 2 X?❑Z I.-
-26
- OT AND OB w
1/4-20 S.S.MACHINE ¢ u a 1/k"MAX.FROM PIN a §
SCREW&NUT I�L w N ASSEMBLY 1/2" Ill" GUIDE TO BUSHING ttt------
y 12"O.C. @ TYP. WASHER(TYP.) to
8 �.
g 155
OR DOOR 1/4"MAX.FROM PIN 1 _ ❑ N i/4"MAX.FROM PIN � g
Q QUID£ATO BUSHING w ^CONNECTIKIYPE w ° v2 lQ WASHER(TYP,GUIDE TO yNG R S
N >= WASHER(TYP.) EDGE REFERENCE ANCHOR mvwclrtnwxct900WID0rF.
EXISTING CONCRETE, DIST. SCHEDULE FOR MAX. -
ce Z "I
BLOCK OR WOOD SPACING AS SHOWN •2FCONNEOTIOCf TYPE 15-2339
EXISTING CONCRETE, 4 CONNECTION TYPE IN DIAGRAM ON PG,9 REFERENCE ANCHOR
OR FRAMING BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR MAX. SCALE:
- "x 3"x il4"CONT. 3 CONNECTION TYPE #72.1/2-SMS @ 12" SCHEDULE FOR MAX. SPACING PAGE OtSCRiPTCOM -
c 063-T6 ALUM.ANGLE REFERENCE ANCHOR D.C.OR 3/16"0 ALUM. SPACING.ALT.FASTENER EXISTING CONCRETE,
SCHEDULE FOR MAX. @ LOCATION.FRONT AND BLOCK OR WOOD FRAMING
AY BE REVERSED POP RIVETS b"O.C. BACK ANCHORS NOT RED'D '
' S SHOWN DASHED) SPACING OR 1/4"0 ALUM.POP WITH THIS LOCATION a�,4
RIVETS @ 12"O.C. -- - '
p WALL MOUNT SECTION Ea GEILINGk INSIDE MOUNT SECT{ON.._. Fy Iy BOILD O.UT
SCALE:3 =1 O - r. _ -- O
SCALE 3 1'-o" _ z, ,5EC.TION-
S SCALE.3"=1 0"
i
I '
I
i
I
Mn GLASS
GLASS SEPARATION
W %J
OR DOOR PER TABLE 2 13 O 7Q
F.U. GLASS OR •• /; //��
I.-Q U DOOR C
w¢Z GLASS OR O•
=
w a POOR MN.GLASS
X
X N w SEPARATION z
L F=..w MR GLASS w w PER TABLE 2 A•, VN SEPARATION
Z= PER TABLE2 vwi ¢ Ix wgmz •VI N~ h NSF / J
moo= = YZo /// +�bo ivat
1� { 13 Qw�m 13 M lF7 0u fO Q aa � d
-TTTN - /2 1 1/4"MAX.FRO PIN GUIDE f J u Q CI CONNECTION TYPE Q .�M lJ�7 t m W'o
/ TO BUSHING WASHER(TYP.) A;��
Q a REFERENCE ANCHOR F u G W`LL,1J N.W g 3
11/ vl SCHEDULE FOR MAX. U a 5 3
TWO 1/4"0 WOOD SPACING
LAG SCREWS @ 24" CONNECTION TYPE 1 w
. O.C.MAX,WITH 2" REFERENCE ANCHOR .i •250 w"
THREADED PENETRATION SCHEDULE FOR MAX, ''O
., "T"INTO CENTER OF 2X STUDS li SPACING /w F a
14 SMS @ MIOSPAN BETWEEN /F E p V1 B
18
�
STUDS FOR TRACK TO T'x E S A
A PLYWOOD& TUBE CONNECTION I / EXISTING HOST STRUCTURE
e, STUCCO FINISH 1"x 4"x.125"
6063-T6 ALUM.TUBEH
H O DECORATIVE FLOOR TRACK DETAIL OO WALL MOUNT SILL DETAIL W
THIS DETAIL TO BE USED WHEN STUD SPACI G
a EXCEEDS THE MAX,ALLOWABLE ANCHOR SPACING.I SCALE,3"0 7'-0" SCALE.3"=1'-0" �F�-a e, c
@.WALL MOUNT SECTION THIS DETAIL MAY +1y m�¢m
SCALE,3"=1'-0" ALSO BE USEDII 1�1 ov.fifi M
AT TOP I
-cava
g E
ACCORDION SHUTTER 3 g
2 PER PRODUCT APPROVAL F o —GLASS w v
F G MR GLASSF_
`D SEPARATION OR DOOR 13 n faQS
G=!1 �� PER TABLE 2 O m 75
APPLICABLE ATTOP EXISTING WOOD(G=0.421 t
R AND/OR BOTTOM I X Q z TRUSS OR RAFTER
¢ a X ¢ @ 24"MAX.O.C.
2"OR 3" F E 1a
i1 EXISTING FINISH
d MATERIAL
a 1/2"MIN. n 1/4"MAX,FROM PIN GUIDE G o a g&
' I LU( TO BUSHING
;HER(TYP.) A x . x 1/B"6063-T6 {I li m o=a "' g ■
ALUM.ANGLE W/THREE I
w2"x 3"x ye"x CONTINUOUS OR .1175" 1/4"TILE(TYP.) 1/4"0 WOOD LAG
2"x 2"z Ya"x CONTINUOUS 1" 3 6 FINISH MATERIAL SCREWS WITH 2-3/4" I6i
6061-TG ALUMINUM ANGLE MINIMUM THREADED YS S
!
'414"PLYWOOD PENETR."T"IN WOOD
I 0.9"MIN.THICK 061-76 ALUM TRACK X —1/4"0 A3-5 GRADE THRU BOLT @ 7"O.C. EACH RAFTER OF TRUSS, 5 6 g
ANGLE FASTENED TO FASTENED TO AN,LE WITH 1/4-20 �, OR 5/16"0 A325 GRADE THRU BOLT @ 12"O.C, 24"O.C.MAX.WHERE 1 sl
MACHINE SCREW ;AT 3"FROM ENDS '} ANGLE EXTENDS BEYOND 5
EXISTING 3 KSI CONCRETE GALV.OR S.S. a
HOST STRUCTURE WITH AND 9"O.C.FOR E BALANCE LAST TRUSS MORE THAN rrg@
�— 1/4"O ELCO ULTRACON TO CONCRETE/CMU 6", EXTEND ANGLE TO
y,O:ELCO ULTRACONS AT EXISTING CON RETE HOST S"O.C.W/1-1/4"MIN.EMB, rw-w g
3"FROM ENDS AND 4"O.C. 2-1/2"MIN. STRUCTURE 3000 PSI MIN ' NEXT TRUSS. w w e
OR 1/4"0 LAG SCREW 9"O.C•W/1-7/0"
FOP.BALANCE WITH 11/x" MIN.EMB. IN WOOD SG 0.42,TO 0.55, ti N=o
3 MAX.DESIGN LOAD AT 5'-0"MAX SPAN: " N w MIN 2yi'
-MIN-EDGE DISTANCE, 162 P.S.F. j EXISTING CONCRETE, 13 N F Z m 0 E
STAGGERED WIT:I 3"MIN. !HOLLOW BLOCK OR •>; O M¢ CGFak-Tnw1(LBOPIVWPP.
MAX.DESIGN LOAD AT 6'-0"MAX SPAN: 'WOOD FRAMING.SEE 2�p Q F- 15"2339
SPACING,TlP. f 52 P.S.F. / 2"x 5"%1/e"CONT.
r ANCHOR SCHED. `� ALUM.ANGLE 16063-T6)
NO BUILDOUT MOUNT STRUCTURE i BASED ON TYPE OF �m SCALE:
SCALE:NTS (MAX.DESIGN LOAD x 72 P.S.F.)
¢ PAGEDESCRIPTION:
j Hb PASS THRU DETAIL O
SCALE 3"=1'-0" TRUSS MOUNT SECTION
I(
:! SCALE:3"=1'-0" M99
i
l
I
E - --' - LT:LEG DIRECTION
EXISTING HOST A IR
STRUCTURE I/4"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN
--- '"-- 17 M,,NT ROM EDGE OF ACCORDION ROUND WINDOWEMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM
EP E OF$HUTTI;R, SHUTTER BLADES ASSEMBLY
1j2" SPACING AND 3 MINIMUM EDGE DISTANCE S
TOP OR BOTTOM I', AX (2)603.76 ALUMINUM
ANGLES PER BEAM END,SIZE
PER SPAN TUBE SCHEDULE ""v
EMBED. SPAN TUBE PER
4 i DESIGN SCHEDULE
EDGE OF ACCORDION
" ACCESS HOLE Ij4-20 MACHINE 80LT W/NUS @ '�Q�'• A m •7�
Z Z
SHUTTER BLADES z G 12'O.0 OR#14 x 314"SMS 6"Q.C. 'yob (,NA
3,5"Mi(d i eny 2, L jCt ai
TYPICAL _ 1J2"MAX. 1��,1.NY:
3"MIN 3 6 " m aV-uu
EDGE z x F
II�n1 >
2.875',2 HOLE(TO RECEIVE DISTANCE MIN.GLASS i3 `��' U ;„zd$ o
I:31*13:WINDOW ASSEMBLY) - EXISTING SEPARATION - w O Wi11.
MAXIMUM OF 3 WINDOWS GLASS OR p w W w m
ggPER EVERY OTHER BLADE I!, DOOR O 2 Ince 3 O
b' N L7 1A p W;; Y
i LIGHT-N-VIEW WINDOW ��
3"MIN >i¢Z �o�
({u=o EDGE 1/2"MAX w a
EXTERIOR ELEV A.s o DISTANCE - S 6
G3 p 0 18 3 16 1/4"MAX.PROM PIN GUIDE n
,Z„Z TD BUSHING WASHER TYPU n
a ACCESS 114-20 MACHINE BOLT W/NUT @
g to 1J2' HOLE 12"OAC OR#14 X 3/4"SMS G'O.C.
38 2.875'0 HOLE TO SPAN TUBE PER MM w
u RECEIVE ROUND EMBED. 1 a
d WINDOW ASSEMBLY _ t 1/2^ (2}0 3NT6 ALUMINUM }�►F"a 2
AX ANGLES ANGLES PER BEAM END,SIZE
EXISTING 21 PER SPAN TUBE SCHEDULE (.5
p3;
A HOST Ij4"0 7HRU BOLTS SEE BEAM '•'-m„
STRUCTURE SCHEDULE FOR REQUIRED NUMBERS Z
114"ALL POINTS SOLID SET ANCHORS WITH 7/8"MIN
n EMBED IN CONCRETE OR HOLLOW BLOCK,3"MINIMUM w w
y I SPACING,AND 3"MINIMUM EDGE DISTANCE p
11 0.125" 0.125" JJJ 3
m 0.032" 0.032" i MAX.UE51GN LOAD=t 72 PSF a o g
SPAN TUBE SECTION a�
0.196" ,N.T.S. VERT SECTION rr o
R \ F l l S
4`�° f \ SPANTUBE SCHEDULE ll �
f \ ALLOWABLE OF
TUBE NUMBER OF ANCHORS P€R MINIMUM ANGLE
` TUBE SHUTTER SPAN THRU•BOLTS ANGLE LENGTH
'F g W WINROUNDOW SIZE SPAN _
r-----
TOP BQ7TOM TOP DOTTOM. TOP 11DOTTOM TOP BOTTOM 4p'p
ASSEMBLY TUBE TUDE TUBE TUBE TUBE 4 TUBE TUBE TUBE o SH
1 M F 60" 123.8" 135.2" 2 2 2 3_
1 •n 2"x5'x 96" ..101.7' 108-9" 2 2 3 3 7' 7"
0.125"
E 123' 09.9" 84.4" 2 2 3 .. .3 7" 7" i S
2"X6"z Go" 129.1' 167.0' 2 2 2 3 4- 7'• 35y
\\ 96" 114.8" 124.1' 2 __.-2. -3-_-3 7" 7-
res
0.125' 123" 1020• 109,6" 2 2 4 4 -10" 10" n
1 r 2,%e� Sr 138.0' 108.9" 2 2 3 3
912.87$" �Q•18B" � I 0,125' 96" txz.7° iSs.T 2 x 3 4
'a 03.250" I t23" 115.4' 137.5" 2 3 1 4 5
& 60" 158.1' 240.0" 2 2 3 4
'B 2'x10Y 90" 140.6' 228.9' 2 3 d _0
r
LIGHT-N-VIEW WINDOW l 0.1676 - --- --- ----- -- -- �10H .
123" 1322" 203.1° 3 -A^. 5� ....7 13" 19" WPYPXHFFR L0E?0MWP£.
Q N.T.S, SABIC PLASTICS S1431T-UL-44H0 _ / SPAN TUBE SCHEDULE NOTES:
LX
! to us2x3 xl 4' x x/4"ANGLES FOR 2'x5"&2"x6"BEAMS. 15-2339
2,
USE 2"xS"xl/4"ANGLES FOR 2"xB"&2"x10°BEAMS. SCALE:
u 3. USE BEAM SCHEDULE FOR DETAIL 3/8. PAGE oESCRIMON•
4. TOP&BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER
CONNECTION DETAILS.WHERE USED TOGETHER,BEAM MUST BE LIMITED TO TOP BEAM SPANS.
S. SPAN TUBES MAY BE USED IN A MID-SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND
tn° 2
BLADE W ROUND WINDOW BELOW THE BEAM,MID-SPAN TUBES SHALL HAVE TOP BEAM LIMITATIONS(INCLUDING SPANS,
ANCHORS,ANGLES AND BOLTS),WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS
q 8 N.T.S. EXTERIOR ELEV ABOVE AND BELOW THE BEAM. Q
M16. LAP BEAMS ARE NOT ALLOWED,
_ 7. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM, O
8
ANCHOR SCHEDULE: CONCRETE
25 MIN.EOGEDISTANCE
SnanS, 0r al6'•4._"-'ft i SOBnsNii T4$3�tije! SDBns UD To IT'y V`-F7•
rn LOAD CONN TYPE CONN TYPE - CONN TYPE `
0 ANCHOR (p50
x CS �2$ C3 I C4 s + Cl .1C2 C3 Cd1 t5 Cl C2 C3 C4 CS
1/4'ITW TAPCON OR ELCO 43 16.0"16W,15.0"16.0"36:4"16.0"16:6" 9,0" 13:0"16.0"16.0" 9.5•' 5.5" 8.5" 14.5' ((j� }�-
ULTRAtON WITH 1-3/4' _53 36.0"16.0"10.5"14.5"1.0"I6.0"12,0" 7.0" 10.5"16,0"I5.0" 7.5" 4.5" 7.5" 10.5' •, A 9F.
EMBED(3192psl MIN CONIC} 62 16_D"i6A" BS" 12.5"164 16A_ 9,5' S.5� $.5" 15.0"15.0" 7.5" 4.5'• 7.5" 10.5" 7 f�COMBINATION 'moi�� 8Ila
11�b
la0.15.0'•• 7.5' 4.5" 7.5" SO S"55.0" 7.S" 4.5" 7.5" F0.5" ISA" 7.5" 45" 7.5" 10.5" 2 x S(TYP. 9 l f0 COMBINATION
I/4"MILLENIUM MtllFAST 43 16,0"16.0"15.0"I6 0"16 0"16.0"16.0" 9.0" 13.5"16.0"16.0" 6.5" 5.5" 9.0" 13.5" /// 7 �p �U..J
WITH 1.314"E14SED(3275ps) 53 16.0"26.0"11.4"15.0"26 0'16.0"11.0" 7.0" 10.5"16.0"13.5" 7.0"' 4.5' 7.5" 9_5'"
I► E
MIN CONCRETE) 62 16,0"15,0" 8.5" 13.0"16 0"16.0" 8.5" 5.5•' 9,0" 13,5'13.5" 7.0" 4.5" 7.5" 9.51' O tnppi„ W sU��
70 16.0"12.0" 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" LL a ul
100 13.5" 7.0" 4.5" 7.5" 9.54 13.5" 7,0" 4.5" 7.5" 9.5" 13_5" 7.0" 4.5•' 7.5- 9.5" Z N AAp
114'ELCO,CRETEFIEX SS4 43 16.0"16.0"160"16.0"16 0"16.6"16.0"13.5"16.4"16.D"16.0"12.5" 8.0" 13,0"16.0" 1 x 5 TYP. 2 x S TYP.
W/2"EMBED(3350ps1 MIN 53 16.0"16.0"16.0"16.0"16 0,"16.4"16.0"I0,0"15.5"16,0"16.0"10.0" 6.5" 11.0"14.0" W lU
CONC) 62 16.0"16,0"12.5"i6A"16 0"FbAO'•12.5" 6.0" 13.0"16.0"16.0"10.0" 6.S'• ILO"140" U'In a
ln'g 70 16.0"16.0"10.5"16.0"16 0,"16.0"10,5•' 7A" 11.5"15.0"16.0"10,0" 6.5" 11.0"14.0" Q
100 56.0 l0.0" 1410" 100 6.5"111,0"114.0"116.0"10.0" 6.5" 11.0"14,0"
F'MIN EDGE DISTANCE I NOTE, "S"INDICATES ANCHOR SCHEDULE SPACING. a
Cl C2 C3 Ca C51 Cl CZ C3 C4 CS Cl CZ C3 C4 C5 SPACING DIAGRAM FOR C2 & C4 CONNECTION TYPE:
1/4"ITW TAPCON OR ELCO 43 16.0"L6.0'• 7.5" B.0" 16101 16.0"16.0" 50' 5,5" 16.0"16.0" 9.0'• 3.0" 4.0" 14.0" - 12 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE i`
ULTRACON WITH 1-3/4" 53 16.0"16,0" 5.5" 6.5" 16:0;'16.0"12.0" 4.5" 16.0"14.5" 7,V'%� 10.0" ANCHORS ONLY n
EMBED(3192psi MIN CONC) 62 16_0"25S" 4�5" 5.5" 2611"36 a" 9.0" 4.0" 14.5.14.5" 7.5" 1°.0" - C4 CONNECTION TYPE USING PIECE(@}WITH
•.70 16.0"12.5" 4.0" 5.0" 16 0"15.0" 7.5" 11.0"14.5" 7.5" 10.0" OUTSIDE ANCHORS ONLY
.... .. ..... .100 14.5_. 5.;�I//%/lf'/fly Ia.S" 7.5_ 0.0"14.5" 7.5" f 10.0"
c� 114"MILLENIUM MiLLFASi 43 16.0"16:0"11.0"13.5"16 0,16 0"13:0" 6,5 9.5" 16,0"13.0" 7.0" 4.0" 6.5" 10.5" w g
WITH 1-3/4^EMBED(3275psi 53 16.0"16.0" B.0"I1.0"1b.;16_4" 4.0" 5.0" 7.5" l6.0"10.5" 5.5" 5.S' 7.5" ANCHOR NOTES: a�
d MIN CONCRETE 62 I6.o"I1.5" 6.0" 9.0" I.WO 13.5" 7,0" 4,0" 6.5" 13.0"iD.S" 5.5" 5.5" 7.5' FDS• v
CONCRETE)
70 16.0" 4S" 5.5" 8.0" 16.`31.5" 5.5" 5.S" 8.5" 10.5" 5.5" 5.5" 7.5" 1. SPANS AND.LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING H rnB¢m
,
ONLY.ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE
100 10.5" 5.5" 5.5" 7.5'1 10.5' S,5" 5,5" 7.5" 10.5" 5.5" 5.5" 7.5" LIMITED TO THOSE SHOWN IN TABLE 1(Pg 1).
2.1/4-MIN EDGE DISTANCE _
1/4"ALL-POINTS SOLID-SET - 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, xm•
v ANCHOR W/7/8"EMBED& Cl I C2 C3 I C4 I CS!I Cl C2 C3 C4 CS Cl C2 C3 C4 C5 ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR
¢ 1/4-20 SS MACHINE SCREW 43 16.D"16.0" 8.5' 10.5"2510_16.0 12.0' S.5" 7S" 160"12.5" 6.5" 3.0" 5.0" 10.0_' EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER g
(3000pSI MIN CONCj 53 16,0"15,0" 6.S" $.0" i6.U4 16.0" 8,5" ;1:0" 6.0" 15.5"10.0" 5.0"1 4.0" 7.0'• THAN OR EQUAL 70 SHUTTER SPAN,
6 62 16.0"11.0" 5.0" 7 0" 16 ','12.5" 6.5' 3,5" 100" 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" i6.4 10.5" 5.5' 3.0" 4,0" $,0'• I0.0•' 5.8" 4.0" 7_0"
a 4. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE
v 100 10,0" 5.0" 4A" 7.0'1 10.0" 50" 4.0" 7,0" 10.0" 5.0" 4.0" 7.0"
--" BLOCK OR WOOD FRAMING.REFERENCE ANCHOR SCHEDULE FOR PROPER ":•
1/9aAt!CPOINLS SOLIt)-SET I 3"MIN EDGE DISTANCE - -_ ANCHOR TYPgg BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE
CONNECTION. PE,SEE CONNECTION DETAILS FOR IDENTIFICATION OF
ANCHOEMBEDS Cl C2 C3 C4 C5 Cl C2• C3 Cd' CS Cl C2 C3 C4 C5 CONNECTION TYPE. o
+ -•""1)4-2q`55 MACHINE SCREW 43 16.0"16.4"15A"2b.D"ib.", 26.6"26,0'1f,5�15:OF 16`0"16.6"11.0" 7.0" 11.0"16.0" C "
(3000ps1 MIN CONIC) 53 16.0"16.0"13.5"16.0"16.4 16.0"14,0' 8.5" 13.5"16:0"16.0" 4.5 S.5" 9.5" 12.0" � S. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE
b 62 16.6"i6A"20.5"1fi.0" 12.0" ONLY.
70 16.0"15.0" 9.0" 14.0"16,"16,4" 9,0" 6.0 Sq.O"13.0 16.0 B.5" 5.5 9,5" 12.0" 6. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE ANCHORS ARE INSTALLED
a 100 i6A" 8.5" S-5" 4.5" 32.0"16.0" ib.0" 8.5" 5.5" 95" 17.0" IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.EMBEDMENT
r 2.5/8"MIN EDGE DISTANCE LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER
S 1/4"POWERS SS DROP-IN - - FINISHES. s6
W1 114-20 SS BOLT AND i Cl I C2 C3 I C4 I C ( C1 I C2 I C3 JC4 I C5 I Cl C2 I C3 C4 I C5 ..
1"EMBED(3000psi MIN 43 16.0"16.0"14.0"16.0"16,j 16,0"14.0" 8.0" 12.5"t6.0"14.0" 7.5" 5.0" B.0" 11.5" 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD FRAMING CONDITIONS
CONIC} 53 16.0"FG.O" 4.5" 14.0"_F6.T 36.0" 9,5': 6_0" 10.0"16,0"11-5" 6.0" aA" 7.0" 8.0" VARY,FIELD VERIFY THAT FASTENERS ARE INTO ADE OUA'tE WOOD FRAMING S 'Ragg
62 16.0"12.5" 7.5" IIA"16.0"iM1.S' 7.5" 5,0" 8.5" 11.5"11.5" 6.0" 4.0'• 7.0• 8.0" MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD j ACCEPTABLE ONLY FOR gg Y a
SIDE CLO�URE PIECES. i Ij x°d
70 16.0"10.0" 6.5" 10.5"ib.'(12.0" ¢ '
m -'-' -- 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER
Soo 111.5`16.0" 4.0-17.0" e, 11.5" 6.0" a.0' 7.0' 8.0" 11.5" 6.0" 4.0" 7.0" 8.0" SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN WOOD STUD.3/4° -'
H (I 3.1/2'MIN EDGE DISTANCE EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. t G SCREWS SHALL R
114"POWERS SS DROP-IN _- ..._. _ HAVE PHILLIPS PAN HEAD OR HEX HEAD. s 46
Wj 1!4.20 55 BOLT AND CI C2 C3 C4 C5 CF C2 C3 C4 CS CS C2 C3 U CS 5'
I'EMBED(3000Ps1 MIN 43 16.0 16.0"15.0"16.0"26.'1 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 1/2"ENGAGEMENT OF THREADS IN H
' CLINIC) 53 16.0'116..p IO.S"25.0"16."i6A"NO"']
6.5" 105"160"12.0" 6.0" 4.0 i-.-5-
16
.5_ B.S; BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER
62 16.0"13.0"
B.O., 12.5"16. 15.0" S.a" 4.0" 12.0"12.0" 6'.0"-4.0" 7.5" 8.501 HEAD(SIDEWALK BOLT),U.O.N, a 0 mei
74 16.0"50.5" 7.0" 11.0"ib.'t 12.5" 4.5" B.0" 9.5" 12.0" 6.0" 4.0" 7.5" 8.5" ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
100 12.0" 60" 4.0" 7.S" 8.5"I 12.q" 4.0" 7.5" 6.5" 12.0" 6.0" 4.0" 7.5" 8.5"
I' 2"MIN EDGE DISTANCE s DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, z S t
R12 5M5 W/2"EYEWALL Cl C2 C3 C4 C Cl C2 C3 C4 CS Cl C2 C3 C4 CS NUT OR WASHER WINGNUT. ClWRu0611RaIXL6EMW100P.E
ARMOR INSERT W12"EMBED 43 16.0"16.0"11.5'14,0"16.0`1116.0"16.0" 7.5"' 10.0"16.0"16.0" 9.0" 4.5" 6.f F3�5•' 11. MINIMUM CONCRETE STRENGTHS ARE AS INDICATED IN ANCHOR SCHEDULE. 15"2339
(2000P51 MIN CO_ 53 16.0"16.0" 8.5" 11.0"116.0 16.0"111.5" 5.5" 80" 16,0114.017.0"13.5" 5.5" 10.0" -
62 16.0"15.0" 70" 9.5" 26.9 16.9-19.0" 4,S" 6.5" 14.0`114.0"17.0"13.5', 55" 10.01' 12. WHEN ANCHORING TO HOLLOW BLACK SDS DRILLS SHOULD NOT BE USED TO SCALei
DRILL INTO HOLLOW BLOCK NOR SHOLILO IMPACT DRILLS BE USED TO INSTALL pace oe50R1aR0N:
70 16,0"12.0" 6.0" 8.0" 16.0"14.5"17.5" 4.0" 6,0•• 10.5"114 7.0" 3.5" 5.5" 10,0•" CONCRETE SCREWS TO HOLLOW BLOCK
100 14,0" 7.0" 3.5" 5.5" I0.'i 3a.0" 7.0" 3.5" 5.5" 26.0"1AW7;0 �1.5" 5.5•• 10.0"#12 SMS W/2.75"EYEWALL 43 14.0"16.0"16.0"16.0"16,0'9 1G.0"1G.0"1D.6"14,0"16,0"16.0" 9.5" 16:0"ARiM1Oft INSERT W(LS' S3 16.0"16.0"l2.D"16.0"Sb.O'1 16.0"15.0" 7.5" 11.0"16.0"3 .0" 8.0" 33.0" / �EMBED(2000p5i MIN CONC) 62 16_0,'16.0" 9_5" 33.5"26.'S 16.0_11.5" 6.5" 9.5" 16.0"1 .0' B.0" 13.0" i(1 f' 70 16.0"16.0" B.0" 11.5"16.05 16.0" 9.5" 5,5" 6.5" 14.0"1 .0" 8.0" 13.0"F00 16.0 9.0 S.0 8.0 13.0`1 16.0"1 9.D" 5,0" 8.0" 13.0"15.0" 8.0" 13.0"
--------'..--.-----ANCHOR-SCHEDULE:-CON�C! RETt-(CONT;)
2-3/16-MIN EDGE DISTANCE 3-1/8-MIN EDGE DISTANCE
Soans Uo 8'-3" 922ns LID To Uo 0.0" Spans Up T 8'.3" Sparis Up To 22'-0"
LOAD CONN JYPE CONN TrPE CONN TYPE CONN IYPE CONN TYPE CONN TYP
0 1) 2 1
ANCHOR (p") C1 I C2 I C31 I C4 I CS C1 I C C3 I C4 I CS C1 I C2 C3 C4 CS CI CZ C3 C4 CS C1 CZ I C3 I C4 CS CI C2 I C3 I C4 CS
43 16.0"16�0`1 1E.V 16.0"116.0" 12.0"1 16.0-116.(r'16.0"11.0" 7.F 12.0"I&V 16.0**16-Or 16.0-16�0'116-0"16-0*'L6. 16�E!CW!t16.0-W11,5- 7.5� 12.0"16.0" RA
011 16.01, E , "', *'0
16. L6.0"IL.E 6.01 L4.5"16,0"16.0" 1 "
wiv im TAPcoN)(L WITH 0 �-K .5 6.0" ID.S..L3.0"
3 ILL M�E 11E� 9.0" 14.0"160'16.0" 9 10.0"12.5"16.0"16.0"14.5"16.0"26.0"16.0';1S.F, 9,0'.
1-3/4'EMBED(2899PS1 MIN 'o 6-."
CONC) 62 16V 16.0"11.V 1& 16.0"16.0"11.5" 7.5" 12.0"1&0"16.0. 9�0.�176�-�V. 10.11 12.51,J6.V1 16.0"11.511 16.0"1."1EX 11.5"17.5" V2-.V!Kb-Y6-V 9,5" 6.0" 10�5"13.0"
16 o'. 9_
0
70 L6�IS. .0.1 0 L2!��!6��116.0 10.0"15.0"16.0"1.1.1 10.0-- 5- To-,sV-14.0-16.0" 9.5" 6.0" 10.5"13.0" <
9.51 15.0"I'll V6. 16.0', 9.5" 6.0" 1015"P-E!!-.0-" 9. 1 6
'6�12.V"176-5--Kv--6.011 10.01,12.91 160 li�p��S.V'A.F
1LE 6-1 ALL AE A2!f 11:f IKE 1-0" 19-f. 13,0'
160 16.0"116.0"115.0"16.0"T3-5 -1-6v--1760--16-0 I'll, 16.0" c�I
.0" 1�.o-1��16.0"16.0"16.0"16.0"t6.0" 15.0"16.0"16.0"16,0"13,0;' 9.6'; 15.0
5/16"EIC0 ULTRACON WITH 1�eE 11E - X
(T.I
1-3/4"EMBED(3500psl MIN __5L IL.O"L6.,P:j6,!L L6."160 16 0" 101.11 1..V 16 16.0" 9.5" 6.5" 1 I.S"13.5"16.0"16.0"16.W'16.0"16,0"16.0"16.0"it.a*16.0"16X 16.0"10.5 7.5" 12�5`
12,0" 8.0" 14.V'16.0' 16 0*1 9.5" 6.Y It. 16.0-16.0"13.5" o.V. 7,5" 12.5� 15.11,
CONC) 62 16.0"16.D"12.5"16.1.1 16.0' 6.0 L3.
u - A�L.E _ ICE L6..E 14.0'16.0 9.0*1 15.01,16.0"16.0"1 co Z o
70 16.0" 10.!T- 6.111"16.0' -10-.0-1 7.(r ILE 24.5'; 13 S"16.0"1 YK 6 T6-.0"16.0"11.0" 7.5" 13.0"16,0" L6.0"jLG,5" 7.5" 2.5' 5.0"
6.0" 6.5"' 11.5"11 6.0' 1.;1 a t-
00 16.0- 9.5-16.57 11.5"113.5-116.0"19.5-16.5.,111.5"113 5" 3' 16.0. is.w 160-11 .5' 7.5-112.5- z A
6.0" 9.3-1 6.5"111.5"1 S" I�E I�LE 7.5"112.5'
1/4 04S S TAPPER 1-1 2"MIN EDGE DISTANCE 3*M114 EDGE DISTANCE 1wu 3:
- -" - -]----F-1 rL �:
F 3 C1 C
AN'/ -3/4'EMSED(3 0opsj I C1 I C2 C3 I C4 I C5 I C1 C2 I C3 I C4 CS -2 rA J
I C31 C4 CS C1 I a
MIN CONC) 1.11, 6.0' 1. .5" 16. '16.0' 14 0' 8.01, 120 16.0"14.5" 7.5" 4,5," 8.0" 1112
L4 13.5:'16.0" 0
Y3 4.5"13.0"1 3 16.VP'160 9.5' 111.11-116.Vi 11.S 6
4 1.0." 3:F
R 14�v 8.5" 4.Yt E6�.V 1�0 .0' 4.U�' 16.0"160 9.5' 115"
62 L�-5" E.5.1 3. 5"112.0"17.0"13 3�2 3t�0;; 4 <
3-04/10113, '�2 6 0""'1"
'S' t
1:.�06 4 01:
7LD 9�5� S�o LO" [3 _4�60 I
12.0" '112.0"1 6.0'; 6.5" 112.0"1 6.0"14.0" 6.5-1 8.5-1
'Do B
LIE.-L.�- 3.0' 3.0 4.0' 6.0' 4.0 6.S 8.5' 4.D 8.5
ANCHOR SCHEDULE: HOLLIOW CONCRETE BLOCK
I'MIN EDGE DISTANCE 2-1/2"MIN EDGE DISTANCE I!
-0r' Soa.s UD T.12'-0"
SpmupVv-w, Spans UR To IV-0" Spaas)��To 6'
LOAD CON14 TYPE CONN TYPE CONN TYPE CC TYPE CONN IYPE CONN TYPE
ANCHOR (P'o CL I C2 C311 C4 I CS CI I C7. I C I C4 I CS C1 C2 C3 C4 CS C1 CZ I C3 04 CS C1 I C2 I C3 I C4 CS C1 I C2 I C3 I C4 C5
114'ITW TAPCON WITH 43 8.51, 6.0; 3.5 10.0'15.0" 6.5" 11.5" 6.5"14.5"13.0"14.5" 4 S"P/r/...... 3.0" 4.0"
1-1/4'EMBED 271:: 11�2.;;rrrr 7.0" 4.5 9-5�' 6.0" 3.5" 5,0"
u.ul. ()"- /
4T2 �.5". 3. 3-V-
�0 43" 3.1 6.5" F: u 4
6.5"
N WIT"
T/��ELCOITL�kko 43 ?ffl3�TW01rf(1M1A0ffl.P T3.0-
1-1/4-EMBED a 53 10 5 6.5".
62 B.S!, 8
70
100 j.0 ..0
1/4�MILLENIUM 14ILLFAST 43 4.0" 13�5"11.5" 5.51-17.5" 13.5" .0
S 6.OW"' .5" 11.0" 7.. 4.0" 7.0'; 415"
z ANCHOR W/1-1/4-UIDED 53
4.0" 4.0" 9-o" 9S, S.S
-4.bw
70 7.51,
too 4,0" 4.F 4.
NCE 7.'MIN FDGE DISTANCE
B: 114'ALL-POINTS SOLID-SET 2 C3 C4 CS C1 CZ C3 C4 CS C1 C2 C3 C4 CS I C I Cz I C3 C4 I CS
L4 =5X- /3
9.5" S.W' G.S" 16.0' 11.0- Ls-,eo* 9
"115.5" 9.S" 4.5" VIM,
8.0" 4.0"1 6.0 , Z; 2 g�g
ANCHOR W1 718-E14BFD CS I C11 Cz S-1 3.0"14.5"18.5"
16 L� 1 4 0 16.0":8 S..;" 11 1610"16.0" o. 5.0 w, 16 V,I
0 T
.0'. 11,0111 60 6qo '4.0" 93'; 5" 4 0' 6 211-
;�5;; ��Ig;;
III` ,S"
4
8.0"1 .1.1 3.5" 16.0"T3.0- 6.0"14-0
1/4-20 SS MACHINE SCREW 43 .0 4J, w"
x 53
S S',
65"
VON or 'S
B K.
1 100 -A.=06,5 4 S
5/16'ITW TAPCON XL WITH 3"MIN EDGE DISTANCE 4'MIN EDGE DISTANCE ---
C4 I CS I C11 C2 C3 C4 CS C1 I c-z7 C3 I C4 C5 C ----T--T--c4 T- 6-1 C3 J C4 I CS i C1 i C2 1 C3 c j CS
t-314-EMBED 11
C, C2 cz c3 cs
8.5" 14.0" 8.0" 4.0
10.01, 6.5" 4,5" kl"
i-.s- I ,, 4.5"
7D "S"
:E.-
100 6.5" 6,F MIN EDGE DISTANCE
1-9/16'MIN EDGE DISTANCE 3-1/8 --- I
SJIV ELCO ULTRACON WITH C4 CS C1 C2 Q C4 CS I C2 C3 C4 CS C1 CZ C3 C4 CS CI CZ C3 C4 CS CI CZ C3 C4 CS OOPYROffFRWL ODOM P.E.
1-1/4-EMBED 43 1.11. �L6E i�..E
D.U" 16. 10.
-g3-- 15-2339
SCALE:
PAGE DESCRIPTION;
-7 a- 7.0"
A
ANCHOR NOTES:SEE
T-ET I
9 FOR ANCHOR NOTES.
no
u�
I!
ANCHOR SCHEDULE: HOLLOW CONCRETE BLOCK kN"f11 �RDO, ..E'
_ 2'MIN EDGE DISTANCE
�j Spans Up To 6'-0" Spans Up To W-3" Soans Up 7o i210" 4(
LOAD CONN TYPE CONN TYPE CONN TYPE t
_ ANCHO r (Psf) Cl C2 C3 C4 CS Cl C2 1 C3 C4 CS Cl C2 ( C3 C4 CS ❑.465
#12 SM Vf12'EYEWALL 43 16.0"16.0" 7,5" 9.0" 4.5" �e
3 ARMOR 15ERT W/I-I/4" 53 16.0"f0.5" 5.0" 7.0" 16.0"11.0" 6.0" 3.5" S-q" 12.0" 7.0" 3.5" 3S" 5.0"
0 EMBED 4.0" 6.0" 14.5" 9.0" 4.5" 4.0" 7.0" 7.0" 3.S" 3.5" 5.0" A�'•� A V ��'a
x 70 11.5' 6.0" 3.5" S.5" 12.5" 7.5" 3.5" 3.5" 5.5" AO" 3.S" 3,5" "o
100 70" 3.5" 3.5" 5.0" 7.0" 3.S"/7.5" 5.0" 7.0" 3.5"
S.
5.0" %�(C' �•,a
ANCHOR SCHEDULE: WOOD (G=0.55) y
(Ht�V1-C X
r _ 314_"MIN EDGE DISTANCE >V u d
//9� 1 22
Soans Up To 6'-0" Soans Up To 8-3" Spans Up To 12'-0" L/;+� W to Z"
o ANCHOR I OA(PsCONN TYPE CONN TYPE CONN TYPE W iW�[7 N O '0
x C1 C2 C3 C4 CS Cl C2 C3 C4 I C5 Cl CZ I C3 C4 CS *�
114"LAG$CREW W1TM i-314" 43 16.0"26.0"S 1.5'12.5"16.0"16A"I6A" 7.5" 9.0" 16:0"16.0"14.5" 4.S" 6.0" 76.0" N�W 3 'I
MIN THR i PENETRATION 53 L6.0"16.0" 8.5" 10,0"16.0"16.0"116.0"16.0" 7.0" 16.0"16.0" 11.5" 4,0" 5.0" 16.0"
gg 62 76.0"26.0" 7.0" 8.5" 16.0"16.0"14.5" 5.0" 6.D" I6.0" 4.0" SA" 16,0" W
70 16,0"16.0" 6.0" 7.5" 16.0"16.0"12.5" 4.0" 5.5" 16.0"16,0"11.5" 4.0" 5.0" 16,q" •1
5 L00 1.6 11.5" 4.0" 5.0" 16.0"16.0"iS.S" 4A" S. 16.0"16.0"11.5" 4.0" 5.0" 16.0" a
„r^r 7ji6"WO b BUSHtNG WITH a3 16.0"16.0" 8.0" 10.0"16.0"15.5" 0.5" A.5" 7.0" 15.5" tt_5" 4.5" 4.5" 7.0"
y o 1.13"MINPEMBED 8.1/4-20 53 16.0"10.5" 5.5" B.0" 16A"12.0" 6.0" 3.5" 5.5" 12.0" 7,0" 3.5" 4.0" 5.4"
SS MACH I E SCREW 62 14.0" 8,0" 4.5" 65" 14.5" 9.0" 4.5" 3.0" 4.5" 7.0" 7.0" 3.5' 4.0" 5.0"
umrn 70 17.,0" 6.0" 3.5" S.5" 125" 7.5" 3.5"%// 4.0" 5.5" 7.0" 3.5" 4_0" 5.0'_
p i 200 7A" 3.$" 4.0" 5.0" 7.0" 3.5""-� 4.0" 5.0" 7.0" 3.5" 4.0" -5.0"
#14 SMS OR#14 WOOD 43 16.0"I6,p"12.5"14.5"16.0"16.0"16.0" 8,0" 10.0--116.0"16.0"11.5" 5.0" Lo" 16.0"
SCREW W{1TH 1-3j4"MIN 53 16.0"56.0" 4A" tt.5"t6.6"16.0"15.0" 6.0" 8.a, 16.0"16.0" 9.5" 4.0" 5.5" 13.0"
d THREAD pIENETRATfON 62 16.0"16.0" 7.5" 9.5'_ 18.0"16.0"11.5" S.0" 7.0" 16.0"16.0" 9.5" 4.0" 5.5" 13.0" !'moi h8 o
70 16.0"26.0" 20.0"
100 16,0" 9.5" 4.0" 5,5" 13.0"16.0" 9.5" 4.0" 5.5- 13.0"16.0" 9.5" 4.0 5.5" 13.0"
ANCHOR SCHEDULE: WOOD-(G=0.42). \��\}
a' I 3j4"MIN EDGE DISTANCE
d Soaps Up To 6'-0" Soans Uo To 8'-3" Spas Up To 12'-0"
OANCHOR COD CONN TYPE CONN TYFE CONN TYPE 'r 3
x 1051 Cl CZ C3 C4 I CS Cl C2 C3 C4 CS Cl I C2'1 C3 I C4 CS o S
lf4"IAG CREW WITH 1-3j4" 43 Ib.O"16,0" 9A" 10.o"16.0"16.0"16.0" S.5" 7.8" 1fi.6"16.0" 9.5" 3.5" 4.5" 25.0" y a fy
b MIN THRE D PENETRATION 53 16.0"16.0" 6,5" 8.0" 16.0"16.0"12.5" 4.5" 5.5" 16.0"15.0" 7,5"! 3.0" 4.0" 11.0" m
e 62�16.0"16.0 S.5" 6.5" 16.0"16.d" 9.5" 3.5" 5.0" I5.0'"55,0"7.5"I 3.0" 4.0" 1i.q"
c Y 70 16A"13,5" 4.5" 6.0" 16.0"16.0" 8.0" 3.0" 4.D" 11.5"
8 100 I5.0" 7.5" 3.0" 4.d" 11.0"15.0" 7.5" 3.0" 4.4" iLq"I5.0" 7.5" 3.0" 4.0"
w
#14 SKIS R#14 WOOD; 43 16.0"16.0" 8.5" 10.5"16.0",16.0"112.5" 5.5" 7.0" 16.0"13.0" 6^5" 3.5" 5.0" 10_5"
p SCREW WI H 1-3j4"M1N1 53 16.0"ib.b" 6.5"_ 8.0" 15.0"16.6" 8.5" 4.0" 5.5" 16.0"105" 5.5" 2.5"
3 THREAD p NETRATt01t 62 16,0"L1.5" 5.0" 7,9" 16,0"13.0" 6.5" 3.5" 5.0" 10.5"10,5" 5.5"
70 56.0" 9.S" 4.5" 6.0" 16,0"12.0" 5.5" 3_4" 4_0_ 8.0" 10_5" 5.5" 2.5" 4.0" 7.5" c
_ _ ._." -. wa a 33
100 10.5" 5.S" 2.5" 4.0" 7.5" $fig
LL ANCHdA SCHEDULE: GROUT-FILLED CONCRETE BLOCK
4"MIN EDGE DISTANCE
rj Spans Up To 6'-P' Spans Up To 8'-3" SQdnS Up 70 0" 9
�+1 (VsCONN TYPE CONN TYPE CONN TYPE
ANCHOR C1 a L4'
x G � C2 C3 G1 CS C1 � C2 C3 C4 CS C1 C2 C3 CA C5
Sji6'IT#J APCON XL W/, 43 26.0"16.0"76.0"16.0"16.0"16.6"16.0"15.0"16.0"16.0"i6 75.0" 9.0:' 14.0"16.6" 8
2-1/4'MI
N EMHED 53 16,0"16.0"16,0"16`0"16.0"16.0"16.0"111.0"16.0"16.0"16.D"12.0" 7.5" 12,0"16.0" 8
62 16.0"16.0"114.0"I60"16.0"16.0"15.W' 9.0" 14.0"16.0-16.0"22.0" 7.5" 22.0"160 *s fr
70 16,0"16.0"11.5"16.0"16.0"16.0_12.5" S. 12.5_'_16.0"16.0"12.0" 7.5" 12.0"16.0"
I I 100 16,0"12.0" 7,5" 12.0"16.0"26.0"12.0" 7.5" 12.0"16.0"16.0"12.0" 7.5" 12.0"15.0"
o 5116"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" CLYfA1".HIIMIUILBEhIUAWpB.
O 2.1/4'MIN EMBED 53 16.0"13.5" 7.5" 11.0"26.0"14.0" 7.5" 7.5" 13.5" 9.0" 6.5"
62 16.0"10.0" 6.0" 9.0" 16,0"11.0" 5.5" -6,5" 9.0" 9.0" 6.5" 15-2339
60 9.0" 8.0" 5.0" 5.5_' 6.5". 9.0" 5.5" 6.5" 9.0" 6.5" PAGE D_ESCRIPRONt
O i MIN EDGE DISTANCE
C1 C2 C3 04 CS Cl i C2 C3 _C4 CS Cl CZ C3 _C4 _CS
#12 SMS W 2"EYEWALL• 43 16.0"16.0" 9.5" 11.5"16.0.16.0"L4.0" 6.0" 8.0" 26.0"14.5" 7.5" 3.5" 5.5" 11.5"
ARMOR INS +R+T Wf 2"EM8E0 53 26.0"16.b" 7.0" 9.0" I6A"16.0" 9,5" 4.5" 6.5" 16.0"11.5" 6.0" 3.0" 4.5" O.S"
=' �, 62 16.0"13.b" 5.5" 7.5" 16.0"14.5" 7.5" 3.5" 5_5'_I7..0"11.5' 6.0" 3.0" 4.S" 8.5" ANCHOR
9 FORA NOT
70 26.0"70.5" 5.0" 6.5" 56.0"12.5' 6.5" 3.0" 4.5' 9. 21.5` 6.0" 3.0" 4.5" 8.5" E5:SEE
SHEET
S.
100 11.5" 6.0" 3,0" 4.5" 8,5'111.5"16.0" 3.0" 4.5" 8.5" 11.5" 6.0" 3.0" 4.5" 8.5" ANCHOR NOTES.
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