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Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL12856 RS_„Equiv Equiv 2_pd..f
FL Z856__R5_.,E.guiv_Equiv_3.p f
FL12856_RS_._Equ iy..._Equ iv.4...pdf
_F_Ll_2.856._R5._E,qu i v.,_Equ iv:pdf
Sections from the Code
Product Approval Method Method 1 O n
i
Date Submitted 04/28/2015
Date Validated 04/29/2015 - ”
Date Pending FBC Approval 05/04/2015
Date Approved 06/22/2015
Summary of Products
FL# Model,Number or Name Description
12856.1 Z 0.050"Aluminum Storm Panel 0.050"Aluminum Storm Panel with Optional Clear Panels
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12856_R5-II-._Dwg,pdf
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:Shutter meets requirements for"Wind Zone 4"and FL12856 RS AEE_v_al,pdf
Missile Level"D"as defined in ASTM E1996.See installation Created by Independent Third Party:Yes
instructions for specific Design Pressure Ratings by size,
additional use limitations and installation instructions.
12856.2 "Safety Edge"Storm Panels "Safety Edge"Storm Panels,28ga(0.018"")Steel,0.022"
Alum(Pert and Non-Perf),Clear Polycarb(Full and Half) .
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12856 R5 II Dwq 2.pdf
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:+54/-54 Evaluation Reports
Other:This product is not valid for use within the HVHZ.See FL12856_R5_AE._Eval_2. df
Evaluation Report and engineering drawing for additional Created by Independent Third Party:Yes
limitations and conditions of use.
12856.3 24ga Steel Storm Panel 24ga.(0.0232")Steel Storm Panel with Optional Clear Panels
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12856_R5_II Dwq..3_pdf
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:+100/-100 Evaluation Reports
Other:This product is not valid for use within the HVHZ or FL12856 R5 AE Eval 3.pdf
Wind Zone 4.See Evaluation Report and engineering drawing Created by Independent Third Party:Yes
for additional limitations and conditions of use.
12856.4 Aluminum Hinged Storm Panel .050"Aluminum Non-Porous Hinged Storm Panel
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL12856_._RS II Dwq_A,pdf
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:Shutter meets requirements for"Wind Zone 4"and FL12856,_R5_AE..._Eval_4,.pdf
Missile Level"D"as defined in ASTM E1996.See installation Created by Independent Third Party:Yes
instructions for specific Design Pressure Ratings by size,
additional use limitations and installation instructions.
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
-•• -- - mai:to ttis entity.:r.stead,contact the office by phone or by tradiGcn&l ma;:.:.;. :&ye any questions,please contact 850.487.1395.'Pursuant to Sactioo 455.2:5
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address.if they have one.The
emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
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Product Approval Menu>Product or Application Search>Application List>Application Detail..PP PP
FL# �Revt
12856 RSA'
Application Type
Code Version .2014
Application Status Approved
Comments
Archived
Product Manufacturer Town and Country Industries,
Address/Phone/Email 400 West McNab Road
Ft.Lauderdale,FL 33309
(954)493-8551
tomj@tc-alum.com
Authorized Signature Frank 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
h
Subcategory' Storm Panels
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 the Frank I.Bernardo
Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2016
Validated By ORLANDO L.BLANCO,P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL12856 R5 COI Indep 2.pdf
FL12856'R5COI Indep 3•pdf
FL12856 95 COI Indep 4.PQf
FL12856 RS COI Indep,pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2002
ASTM E1996 2002
ASTM E1996 2012
ASTM E330 2002
TAS 201 1994
TAS 202 1994 ..
TAS 203 1994
Pn{�N6K 1,pENNAR00,P.E.
0 . 050" ALUMINUM STORM PANEL
FOR USE OUTSIDE THE HVHZ
UNLIMITED WIDTH rrnn
(PERP.TO PANEL SPAN) Z ,p. U g�1�1 t'.
12"MAX.ON CENTER PANEL TABLE 1 TABLE 2A IyTam Qa
TYP. ATTACHMENT TO MOUNTING ALLOWABLE SPAN SCHEDULE(WITH MINIMUM GLAZING SEPARATION WITH ••�
ECRON HARDWARE OR DIRECT MOUNT.
ALUMINUM PANELS ONLY) ALUMINUM PANELS ONLY(ESSENTIAL ///F ••„ ���^
PANEL ALLOWABLE DESIGN FACILITIES ONLY) 7/
SPAN PRESSURE INSTALLATIONS INSTALLATIONS �rZ, 'm1u� , ui
PLAN 144" +33.0 PSF -36.0 PSF PANEL 3Y SPAN S GRADE G30'RADEABOI.J <6-Z LL O
13V +35.9 PSF -38.1 PSF t m�o uJ o Gg
PUNCH DETAIL
views O 132" +39.3 PSF -41.7 PSF 144" 64" _3,9- Z N n z�
TIVE HOLE DIA.OF 126" +43.1 PSF -45.7 PSF - W w,'^„3 w m
NJ uz
138' 6.4" 3.8'
-CEPTABLE. 120" +47.5 PSF 50.4 PSF 3 1i q
132' 6.4" 3.7" !n�N 3 y
Z 114" +52.7 PSF -55.8 PSF 126" 6.4" 3.5" p B1 a
a.a 108" +58.7 PSF -62.2 PSF 120" 6.4" 3.4" tD a
107' +65.8 PSF -69.8 PSF 114. g-q" 3.3"
wQ - C
96" +74.3PSF -75.0 PSF
90" 7 80.0 PSF -60.0 PSF 108' 6.4" 3.1"
_ 98" 3.5" 2.9"
X84" -185.7 PSF 85.7 PSF 90•' 3.5" 2.6"
Q
< 78" +92.3 PSF -92.3 PSF 84" 3.5' 2.4" m
72" +100-0 PSF -100.0 PSF 7B" 3.5" 2.2
1 66" +109.1 PSF -109.1 ASF 72" 3.5" 2-0"
0' +1 PSF 3.5" 1.8" {�j1js
1a TABLE 1 NOTES: 6" Ce p
LINEAR INTERPOLATION TABLE 2 NOTES: 'j?�Q a
O- BETWEEN SHUTTER SPANS IS SEPARATION FROM GLAZING IS REQUIRED ?.6 n O m
Tm NOT PERMITTED.FOR SPANS ONLY IN ESSENTIAL FACILITIES. o; d'n
BETWEEN THOSE INDICATED • LINEAR INTERPOLATION BETWEEN Q zm ¢IL
ABOVE,THE DESIGN PRESSURES SHUTTER SPANS IS NOT PERMITTED.FOR v¢i
P Wia FOR THE NEXT HIGHER SPAN SPANS BETWEEN THOSE INDICATED ABOVE, m g a
NOTE:TOP MAY BE SLOPED OR RADIUSED TO MATCH GEOMETRY OFSHALL BE USED. THE SEPARATION FROM GLASS FOR THE NEXT
OPENING. MOUNTING HARDWARE MUST BE ROLL-FORMED TO THE RADIUS' Arm DESIGN PRESSURES NOTED HIGHER SPAN SHALL BE USED.
NO NOTCHING OF MOUNTING HARDWARE TO ACHIEVE SHAPES IS ALLOWED. - IN TABLE 1 APPLY TO ALL . SEPARATION FROM GLAZING NOT E 3
MOUNTING AND ANCHORAGE REQUIRED FOR WIND ZONE 4 UNLESS o g
TYPICAL ELEVATIO N WITH HURRICANE PROTECTION CONDITIONS-AND SHALL NOT BE INDEPENDENTLY ADOPTED BY LOCAL d
1 ALUMINUM PANELS ONLY EXCEEDED. JURISDICTION
1 N�T.S. - - - - -- EXTERIOR ELEV
RAL NOTES
SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE(FBCL THE
ONAL BUILDING CODE(IBC)AND THE INTERNATIONAL RESIDENTIAL CODE(IRC)FOR USE OUTSIDE THE HIGH VELOCITY HUIKtRICANE
PRODUCT EVALUATION'REP ORT FOR ADDITIONAL INFORMATION.
33-1/3 INCREASE IN ALLOWABLE STRESS HAS BEEN USED 1N THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 MAX PANEL SPAN
USED FOR
R WOOD ANCHOR DESIGN. '- 1pe
�ITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE PER TABLE 1
'NG IN ACCORDANCE WITH THE GOVERNING CODE.PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND o o A o o
.609 OF THE FLORIDA BUILDING CODE FIFTH EDITION(2014.] 8 SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN
CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS S OWN. i�-`
IGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. i3e
5 SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROM GLAZING REpU1RED FOR ALL WIND ZONES IN ACCORDANCE WITH ASTM
IT IS ACCEPTABLE BY CODE UNLESS OPTIONAL CRITERIA IS INDEPENDENTLY ADOPTED BY THE AUTHORIYY HAVING JURISDICTION.
SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE. FOR SITE CONDITIONS 'fl `
FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC
S FOR USE IN CONJUNCTION WITH THIS DOCUMENT. z a
SE INSTALLATION INSTRUCTIONS ARE PART OF A PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN CONJUNCTION WITH I-a
ATION REPORT SUBMITTED FOR THESAMEPRODUCT APPROVAL.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER
MIT HOLDER SHALLDVERIFI�THE ADMINISTRATIVE
OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS.BRICK VENEER PER
PIN(BY OTHERSI SHALL BE ANCHORED PROPERLY TO TRANSFER ANY APPLICABLE LOADS TO THE EXISTING HOST STRUCTURE.
PANELS STORM PANELS SHALL BE 5052-H32 OR 3004-H34 ALUMINUM ALLOY TESTED THICKNESS 0.0495".
POLYCARBONATE PANELS SHALL BE MANUFACTURED BY TRANSPARENT PROf'ECTION SYSTEMS,Inc. p g
POLYCARB PANELS SHALL BE EXTRUDED WITH THICKNESS t=0.100"00.010")AND SHALL BE MANUFACTURED FROM 100%SYNTHETIC f r e
4STIC POLYMER RESIN(UV STABILIZED).TYPICAL TENSILE STRENGTH Fy=8.908 KSI,FLEXURAL STRENGTH Fby=12.90 KSI,&FLEXURAL
'.S 328.7 KSI z o: COPYWffFR B(LBEh'NM00P.E
EXTRUSIONS SHALL BE 6063-TG ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. ALL TOLERANCES SHALL BE IN ACCORDANCE WITH
&BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR 15-2336
ILLY AS APPLICABLE. scALEI
ELS SHALL BE PERMANENTLY LABELED WITH LABELS SPACED NOT MORE THAN EVERY THREE LINEAL FEET PER PANEL AND SHALL FACE PAGE DESCRIPTIONI
IOR AND CONTAIN AT LEAST THE FOLLOWING:
TOWN&COUNTRY INDUSTRIES _
ASTM E330 DE1866 L&E1996 MISSILE LEVEL D -
FLORIDA PkODUCY APPROVAL NUMBER 09
BOLTS&WASHERS SHALL BE ZINC COATED STEEL GALVANIZED STEEL,STAINLESS STEEL,OR 2024-T6 ALUMINUM ALLOY WITH A
ENSILE YIELD STRENGTH OF 33 KSI UNLESS OTHEkWISE NOTED HEREIN. 2 OPTIONAL HORIZONTAL MOUNT
TRACTOR IS RESPONSIBLE TO INZULe.E OR PROTECT ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROL:'^S: _--
ANT SHALL BE USED ON ANCHORS OR TRACKS WHEREVER WATER SEEPAGE IS POSSIBLE. 1 N.T.S. EXTERIOR ELEV
12.00"(COVERAGE) 6.00"(COVERAGE) }-2.50"� 0.100" }-2.50"1
f-2.02" f 1-2.02"-1 f-2.00" - TYP
0.0495" 1.00" T -
0
" -I ov o 11.00^� o r
o y
N 0.0495, 1. ry. N o„
6.00" �`o I---f-1.17" 12 PANEL COVERAGE
i �----}1.01" -11.07"�- I 8.332"HALF PANELS 15 1/4"MAX TOTAL PANEL WIDTH
1 375"(TOTAL WIDTH)-
ia ALUMINUM HALF STORM PANEL 1b POLYCARBONATE STORM PANEL
OALUMINUM STORM PANEL' NOTE:HALF STORM PANELSHALLONLY REUSED ASAN.
END PANEL TO CLOSE THE REMAINING OPENING THAT
MAY BE LESS THAN FULL PANEL WIDTH
}--MAX.5.238" 1/4-20X3/4 KNURLED STUDS W/ 1/4-20X3/4 KNURLED 1/4-20X3/4 KNUI
-��-0.062" -r• WINGNUTS SPACED AT 12"O.C. STUDS W/WINGNUTS STUDS W/WING
A! - " -)1- SPACED AT 12"C
0.125" II (DIRECTION MAY BE REVERSED) SPACED AT 12"O.C.
N N 2.250" 2.250" n 0.120" �_ 0.091" (DIRECTION MAY 0.091" (DIRECTION MAV
0.094" t REVERSED REVERSED)
0.095" 0.094" �- 0.09 0.094" � i E� T- ) �
0 0.094" j 0.094" J 0.101" N 9 z Z
orq
0.125„ f IFf (q� f g
o Iki/`-
'^ 0.375"., n° °v „N
r ry 1.000" :4`� 0.091" ,a 0.091"
g L_ I �2",3",4"OR 5"--1
._L. 1.000" MINIMUM
$ 0.062" 0.062" 1.000" MI LEG .632"LEG
0.062"- -2.06" 0.375" 0.062'- -2.06" 2.06" r 2"LEG
( "H"HEADER O3 "U"HEADER 3a BUILD-OUT"U"HEADER OSTUD ANGLE4a STUD ANGLE 4b STUD ANGLE
,h SEE COMPONENT NOTES
_ SEE COMPONENT NOTES SEE COMPONENT NOTES
Ol 2" 0.378" _��ro•465" 9
OR 3" 9 0,188" 11 0.315" 9 �T.t"r-0.3� Td�0.125,�
.090"� 0.315" I
ffO6.
.0 0.090" q"TYP• 1/4 20 SQ/HEX. HEAD BOLT STUDS 0.125" ry 0.125"1O -000" vi WINGNUTS8"-� 1/4=20 SQ./HEX i 1/4-20 SQ./HEX SPACED AT 12"OC
- HEAD BOLT STUDS 0.090" HEAD BOLT STUDS
0.086" W/WINGNUTS W/WINGNUTS (LEG DIRECTION �-1",2",3",4"OR S"--�
SPACED AT 12"OC (TYP) SPACED AT 12"OC MAY BE REVERSED)
O7 BUILD-OUT"F"TRACK O8 "F"TRACK 8a "F"ANGLE TRACK 6OTUBE DANGLE
COMPONENT NOTES
_ ANCHOR HEADS MUST NOT INTERFERE WITH INSTALLATION OF
THE PANEL. THE FIRST AND LAST ANCHOR IN ALL TRACKS SHALL
a BE INSTALLED WITHIN THE FIRST 3"AND LAST 3",RESPECTIVELY.
E INSTALL ALL ANCHORS PER THE REQUIREMENTS LISTED IN THE
ANCHOR SCHEDULE.
= 0.069-'ktO.25"
0.125"
a -�- �0.4q,� 140.873„
0 m I I }�
I , (� 0.563" iiT�1TR{.pF}-
00.0YlJ( 313"0.05" T 'T V.1NKV
o AL OY' 0.30 14 1/4-20
2 O WASHER WINGNUT 10 KEYHOLE WASHER 11 1/4-20 SQ./HEX (K21/4-20 316 SS MACHINE 13 #14x3/4 316 SS O 1
>
_ NON-RECESSED FLAT 20 GA. STEEL (t=.0381) _ HEAD BOLT-- BOLT W/NUT SDS/SMS SCREW SIDEWALK BOLT TRUSS Hf
SURFACE` 40 OR fYPE ONLY GRADE 40 DR 0.050' ALUM REQUIRES USE'
ALLOY (3004-H34) IN DIRECT MOUt
E
E
""S
CONNECTION TYPE C2 TH,IW�SN9Ni AR00,P.E.
ANCHOR PER ANCHOR EXISTING HOST ANCHOR PER ANCHOR
2
A. 12 -.`S i
'TING SCHEDULE STRUCTURE SCHEDULE
iOST !I 0.327" CONNECTION TYPE C2 ii 0.437" @12"O.C.' /o
TURE ,t MAX. 0 . ANCHOR PER ANCHOR EXISTING r MAX. 0
5 13 ••' 1_,..
SCHEDULE
Ya"MAX EMBED. HOST
EMBED. 0.437" STRUCTURE / J �/a"MAX- '
MAX `/a"MAX EMBED."'
w/ tan ri
o '� a —r < 'L��i�`•. ® 'tj 14 1Ti
rd
z All
C7 z , y,,, m
.. la 6 .y,k<.. ;✓+�;,�y.r' J O I a IZl .;
I
I
ITEM#13 @ 12"O.C.MAX. 2"xS"xl/B"x C01
I IN BETWEEN TRUSSES, ALLOY ANGLE W
COINCIDENT WITH ANCHOR LAG SCREWS W
ROW CENTERLINE INTO WOOD @ 1
I EXISTING WOOD 3" TRUSS,24"IO.0
GLASS SEPARATION TRUSS RAFTER 1.5" 1.5" ST.
MIN.END DDIST.WHERE Al
I NOT REQUIRED PER @ 24"-G.C.MAX " ' THAN 6'BEYON
GLASS SEPARATION CONNECTION TYPE C3 ASTM E1996-09 (G=0.42 MIN). -T— ANGLE TO NEXT
- NOT REQUIRED PER ANCHOR PER ANCHOR o
ASTM E1996-09 SCHEDULE-\
z
- m EXIST
to
CONNECTION-TYPE C4 O ]t a 4n w1.1 OR ST
ANCHOR PER ANCHOR ( °- �j B0 z MATEF
SCHEDULE )„,} O f CI
r4 to X 1`-f �" }-1" 8'-4
g I -� \
07b O i. MAX MAX[
To G=O
TO G=0
a IQ
EXISTING OST EMBED. :,`•• 1 3
c
1b STRUCTURE �--1
E EDGE 10
a EXISTING 12 @ 6"D.C.MAX ib
HOST `a GLASS SEPARATION
{ STRUCTURE " ALT.LEG DIRECTION NOT REQUIRED PER
1 $ CONNECTION TYPE C5 ASTM E1996-09
ANCHOR PER ANCHOR SCHEDULE
J)"F"ANGLE TRACK MOUNT SECTION OK REVERSE"F"ANGLE TRACK MOUNT SECTION OL CEILING MOUNT/BUILD-OUT SECTION
'a
3
e
I
AIR GAP BRICKVENEER
PER ASTM C62 LEG DIRE(
GLASS SEPARATION GLASS SEPARATION MAY BE RI
NOT REQUIRED PER CONNECTION TYPE C2 NOT REQUIRED PER
8 ASTM E1996-09 _ ANCHOR PER ANCHOR ASTM E1996-09
y '•L�` =;S:r`1:i SCHEDULE
0.437" 6"MAX---i
MAX
T la w
lb ¢ (�Gj EMBED. H
EXISTING WOOD w 1—T
O
STUDS SPACED ¢ an MAX z 9
a @24"O.C.MAX '--09 I� EXISTING - �6"MAX•--4 a - EMBED.
- (G=0.42 MIN) I - HOST - - N O
•S JJl__. STRUCTURE w tt
- 12 t3 @ 9"O.C.MAX 1 X OB
�- GLASS SEPARATION Ia < EXISTING
1"x4"x0.125"6063-T6 ALUMINUM TUBE (2)#14 WOOD SCREWS OR Y"LAG SCREWS NOT REQUIRED PER AIR GAP
2 OR 2"x6"PT WOOD BEAM.WHERE BEAM WITH 2"EMBEDMENT,-"MINIMUM EDGE ASTM E1996-09 tb HOST CONNECTION T
EXTENDS MORE THAN 6"OVER LAST DISTANCE AND 1-3/4"MINIMUM END STRUCTURE BRICK VENEER ANCHOR PER AN(
STUD,EXTEND BEAM TO NEXT STUD DISTANCE TO G=0.42 MINIMUM WOOD PER ASTM C62 SCHEDULE
STUDS SPACED 24"O.C.MAX.
OM STUD ANGLE BUILD-OUT MOUNTNO"U"HEADER BUILD-OUT THROUGH VENEER OVER OO DIRECT MOUNT THROUGH VENEER OVEI
SECTION INTO STUD WALL STRUCTURAL BASE SECTION BASE SECTION
E
FRANK L.BENNARDO,P.E.
GLASS SEPARATION ALT.LEG DIRECTION ff•FeroaBs49."
BRICK VENEER NOT REQUIRED PER CONNECTION TYPE C3 .•'• .'�`�
TYING AIR GAP PER ASTM C62 ASTM E1996-09
ANCHOR PER ANCHOR SCHEDULE `' "•y•-'' �
HOST ']
:TURF 4n..yb .. .... .. ?
�6"MAX—} rrnn
EMBED.
ol
EMBED. 7O !/ 11 f/s• ���
J
a yy{
.; .... .. 1 I Ifty tSW
Wa
a CONNECTION TYPE C3 1 4-20X3 4 I U LLL a wULL o�o
ECTION TYPE Cl �6"MAX a ANCHOR PER ANCHOR KNURLED 0.437" .--1- z y co W ffi
40R PER ANCHOR F SCHEDULE STUDS SPACED MAX �� Z N O i
SCHEDULE f
j 12"O.C.MAX EXISTING 1 1n 1b W W •+LU S o m
GLASS SEPARATION 1 Sn Ib / HOST AIR GAP CONNECTION TYPE C3 N 3
STRUCTURE
NOT REQUIRED PER BRICK VENEER ANCHOR PER ANCHOR ID W..
ASTM E1996-09 PER ASTM C62 SCHEDULE .i o
a
O STUD ANGLE THROUGH VENEER OVER STRUCTURAL ® BUILD-OUT"F"TRACK THROUGH VENEER OVER
BASE SECTION STRUCTURAL BASE SECTION
N
N
KISTING
HOST ALUMINUM ANGLE CLOSURE o q
I�Fa� m
UCTURE PIECE:1"x2"MIN,1"x5"MAX, p
0.0625"MIN.THICKNESS. o L O m
p"oA Km
f
1 MAXAX. 1/4" 1/4" �CPSTRUCTURE
�. 1 to lb _LMAX. MAX. 3 j
EXISTING EXISTING rt o S
j HOST HOST 1 fn Sb 1 to Ib ,, v
I
r 1/4" f' STRUCTURE STRUCTUREca
MAX._
9 A a 24'.DC
` 1 la lb 1I IS
®
12
TRAP MOUNT CLOSURE DETAIL O WALL MOUNT CLOSURE DETAIL
Y EDGE
DIST.eE
o a o
a
EXISTING
1/4" E HOST o x LL B
MAX. STRUCTURE
ALUMINUM ANGLE CLOSURE ANY ANCHOR PER ANCHOR SCHEDULE, g �
1/4 PIECE:1"x2"MIN,1"x5"MAX, SPACED 24"O.C.MAX FOR DESIGN 1 In Ib o
MAX I BUILD-OUT PRESSURES 5 62 PSF,12"O.C.MAX 12
DISTANCE 0.0625"MIN.THICKNESS.
NUM ANGLE CLOSURE EXISTING FOR DESIGN PRESSURES>62 PSF 1l 15 w A
L"x2"MIN,1"x5"MAX, STRUCTURE DESIGN PRESSURES O 115 PSF. 14 9 + PNGy tzt
i25"MIN.THICKNESS. / e 24' DC1, vPEL`l (DFfRIBL rPMLBE*WWP.E
�1 12
MAX. 9 14 a 24• DC 15-2336
' It 15 SCALE: -
9 14 a 24'DC 4" PAGE DESCRIPTION:
9 l4 a 24.OC 11 15 1 In 16 MAX. CORNER ANGLE: -
.� 1 la lb 11 is .12 0.050"3004-H34,3003-H14,OR av
12 5052-H34 ALUMINUM; OQ
OT
OR 20 GA GALV A36 STEEL
BUILD-OUT MOUNT CLOSURE DETAIL O ALTERNATE CLOSURE.DETAILi.. OV CORNER ANGLE DETAIL
i
I
j
I
S"LONG HANDLE
RIVETED TO PANEL
JPUNCH V,"XI"HOLES IN
ADJACENT PANELS TO
RECEIVE THIS BOLT W/PM
NUT.PLACE PANEL OVER EACH Q
a ADJACENT PANEL AND FASTEN I
5 WINGNUTS FROM INSIDE 1
E
Qi
i3
2�/z"xly"WIDE NOTCH
(TYP.BOTH SIDES)
m
WALL MOUNTED 5"x2"x%"
STUDDED ANGLE
%"-20 x 1"MACHINE SCREW STUD
WITH WASHERED WINGNUT @12"O.C.
(CONNECTS TO ADJACENT PANEL)
1/4-20X3/4 KNURLED STUDS W/ 3/4"
WINGNUTS SPACED AT 12"O.C. O
I 4
---------------------
LL
I
x I %"0 HOLE FOR
iv z¢ i FASTENING PANEL i
E l O a F N
L 1 a
E (u
o }-EMBED. i Q
EXISTING 4— +
HOST ✓
N STRUCTURE '' '' —+-+- WALL MOUNTED 5"x2"xK"
STUDDED ANGLE
5 i WT
MAX
2
CONNECTION TYPE Cl
ANCHOR PER ANCHOR
SCHEDULE OW INTERIOR FASTENING ANGLE ASSEMBLY
E THESE DETAILS DEPICT THE CONNECTION OF
_ ANY PANEL FOR AN OPENING WITH PANELS
INSTALLED FROM INSIDE.USE OF THESE
E DETAILS SHALL 8E IN CONJUNCTION WITH AN
"H"HEADER OR"U"HEADER TOP MOUNT.
. FRA NARDO,P.E.
,
UNLIMITED WIDTH 49� q
01
(PERP.TO PANEL SPAN)
Tp. 12"MAX.ON CENTER PANEL
ECnO ATTACHMENT TO MOUNTING
HARDWARE OR DIRECT MOUNT.
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a l-POLYCARBONATE PANELS _ X a .
.w FASTENED TO ADJACENT STORM >Q w a
w PANELS WITH Y4"-20 SIDEWALK a w o Z u o
Z BOLT AND WASHERED WINGUT ALLOWABLE =ca- o
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NOTE:ANY INSTALLATION WITH ALTERNATING of
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NOT EXCEED THESE DESIGN PRESSURES. W 8
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NOTES: D TYP. �F o N
1. TOP MAY BE SLOPED OR RADIUSED TO MATCH GEOMETRY OF OPENING. to�!�<o
MOUNTING HARDWARE MUST BE ROLL-FORMED TO THE RADIUS;NO M.5 O m
NOTCHING OF MOUNTING HARDWARE TO ACHIEVE SHAPES ISO D m
ALLOWED. �D] z a
2. STORM PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY. f
3. ALUMINUM AND POLYCARBONATE PANELS SHALL ALTERNATE.
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4. END PANELS SHALL BE ALUMINUM PANELS ONLY. t
TYPICAL ELEVATION WITH;ALTERNATING a o 5
ALUMINUM AND POLYCARBONATE PANELS
7 N.T.S. .., .. EXTERIOR ELEV _ _ _ _ d .
INTERIOR
GLASS SEPARATION
_ NOT REQUIRED PER
ASTM E1996-09 V a
I In
1b o5��i�rc
billI
END PANELS SHALL BE POLYCARBONATE PANELS
ALUMINUM PANELS ONLY FASTENED TO ADJACENT STORM EXTERIOR POLYCARBONATE PANELS
PANELS WITH A"-20 SIDEWALK FASTENED TO ADJACENT STORM
BOLT AND WASHERED WINGUT PANELS WITH%"-20 SIDEWALK
AT MIDSPAN,TYPICAL, BOLT AND WWINGUT opPyEitGfFRAM(L8FNWMP.E
.. ., .. AT MIDSPAN,,TYPICAL.
.
15-2336
SCALE?
TYPICAL SECTION WITH ALTERNATING PAGEDESCATVIIDN:
2 ALUMINUM AND POLYCARBONATE PANELS
7 N.T.S. HORIZ SECTION ��
ANCHOR SCHEDULES:
E (SEE SHEET 9 FOR ANCHOR NOTES)
EDGE DISTANCES AS NOTED
ri SEDISTANCES
Spans Up To 5'-0" Spans Up To 9'-0" Spans Up To 12'-0" Spans Up To 5'-O" S ansUp To 9'-0"NOTED
_pan
LOAD CONN TYPE CONN TYPE CONN TYPE LOAD -
O p- ANCHC)R,., (psf) rn,� CONN TYPE. CONN TYPE„ C
_�A Cl C2 C3 'C4• CS 'Cl C2 C3 C4 I CS Cl C2 C3 C4 : C5` O t- ANCHOR (Psfj
x a C1 C2 1 C3 1 C4 CS Cl I C2 I C3 I C4 CS Cl C2
1/4'ITW S.S.TAPCON WITH 33 16.0"116.0"116.011 13.4"116.0" 16.0"116.0"116.0" 7.5" 16.0" 16.0"1.16.0"116.0"1 S. 16.0" 1/4"ITW S.S.TAPCON WITH 33 16.0" 16.0"16.0" 16.0" 16.0" 16.0"
1-3/4"EMBED AND I"MIN. 48 16.0--116.0"116.'0" 9.2" 16.0'• 16.0"116.0" 16.0" 5.1" 16.0"16.0"13.7"16.0" 3.7" 11.3" 1-3/4"EMBED AND 2.1/2" 48 16.0" 16.0"116.0"116.0" 16.0" 16.0" 16.0" 16.0" 12.2" 16.0" 16.0"16.0'
EDGE DISTANCE(3192 psl 62 16.0"16.0" 16.0" 7.1" 16.0" 16.0"114.4"116.0" 3.9" 12.0" 15.0" 9.4" 15.0" 7.2" MIN,EDGE DISTANCE(3192 62 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 9.2" 14.1" 16.0"11.0'
MIN CONCRETE) 76 16.0 16.0" 16.0" 5.8" 16.0" 16.0•' 10.6" 16.0" 3.1" 8.3" 12.3" 7.2" 12.3" 5.3" psi MIN CONCRETE) 76 16.0"16.0" 16.0"114.1" 16.0" 16.0" 12.4" 16.0" 7.4" 9.7" 14.4" 8.4"
-_ '.-..
90 16.0" 16.0" 16.0" 4.9" 16.0" 13.8" 8.4" 13.8" 6.3" 10.4" 5.8•' 9.7" 4.2•' 0 16.0" 16.0" 16.0" 11.7" 16.0" 16.0" 9_8" 16.0" 6.2' 7.4'• 12.2" 6.8•'
105 16.0 15.9"16.0" 4.1" 13.6"11.e" 6.8" 11.8" 5.0" 8.9" 4.8" '7.8" 3.4" 105 16.0" 16.0"16.0" 9.9" 16.0" 13.9" 8.0" 13.9" 5.3" 5.9" 10.4" 5.6"
120 16.0" 12.8" 16.0" 3.6" 10.4" 10.4" 5.8". 9.7" 4.2" 7.8" 4.1" 6.5" .,. 120 16.0" 15.1"16.0" 8.5" 12.3" 12.2" 6_8" 11.4•' 4.6" 4.9" 9.1" 4.8"
. . - __..
1/4'ELCO ULTRACON WITH 33 16.0"16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0"122"16.0" 16.0" 16.0" 16'.0" 9.1" 16.0" 33 16.0" 16.0"16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0"16.0'
1/4"ELCO UL7RACON WITH -_
1-3/4"EMBED AND 1"MIN. 48 L6.0"116.0" 16.0" 15.1"16.0" 16.0" 16.0" 16.0" 8.2" 16.0" 16.0"13.5" 16.0" 6.0" 11:1" 1-3/4"EMBED AND 2-3/2" 48 16.0" 16.0"16.0" 16.0" 16.0"16.0" 16.0" 16.0" 12.4" 16.0•' 16.0"13.9'
EDGE DISTANCE(2700 psi 62 16.0" 16.0"16.0" 11.7"16.0" 16.0"14.2" 16.0" 6.2" 11.9"14.8" 9.3" 14.8" 4.6"1 7.1•• MIN.EDGE DISTANCE(2700 62 16.0" 16.0"16.0"16.0"16.0" 16.0" 14.6" 16.0" 9.3" 12.3" 15.3" 9.6"
MIN CONCRETE) 76 16.0" 16.0" 16.0" 9.5" 16.0"16.0" 10.4" 16.0" 5.0" 8.2" 12.1" 7.1" 12.1" 5.2" psl MIN CONCRETE) 76 16.0" 16.0" 16.0" 14.4"16.0"116.0" 10.8" 16.0" 7.5" 8.4" 12.5" 7.3"
a - _...... _..
n 90 16.0" 16.0" 16.0" 7.9" 16.0" 13.6" 8.3" 13.6" 4.2" 6.2" 10.2" 5.7" 9.6" 4.1" 90 16,0" 16.0" 16.0"11.8" 16.0" 14.1" 8.5" 14.1" 6.2" 6:4" 10.6" 5.9"
__.....
€ 105 16.0" 15.7"16,0" 6.7" 13.5" 11.7" 6.7" 11.7" 5.0" 8.8" 4.7 7.7" 105 16.0" 16.0" 16.0"10.0" 13.9"12.1" 7.0" 12.1" 5.3"_ 5.1" 9.0" 4.9"
y 120 16.0" 12.7" 16.0" 5.8" 10.3"10.2" 5.7" 9.6" 4.1" 7.7" 4.0" 6.4'
�/ 120 16.0" 13.1" 16.0" 8.6" 10.6" 10.6" 5.9" 9.9" 4.6" 4.3" 7.9" 4.2"
1/4"fTW SAMMYS SSC W/ 33 16.0"16.0" 16.0" 16.0" 16.0"16.0" 16.0" 16.0" 16.0" 16.0"16.0"16.0" 16.0" 13.9" 16.0" 1/4"ELCO PANELMATE 33 6.0" 16.0" 16.0"16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0"
a w 2-1/4"MIN EMBED AND 48 16.0" 16.0" 16.0"16.0" 16.0"16.0" 16.0" 16.0" 12.6" 16.0"16.0"16.0" 16.0" 9.2" 16.0" (FEMALE,MALE,pr PLUS)W/ 8 6.0" 6.0" 16.0"16.0" 16.0" 16.0" 16.0" 16.0" 12.5" 16.0" 16.0"16.0"
q 1-1/4'MIN.EDGE DISTANCE 62 16.0"16.0" 16.0"16.0"16.0-1116.011 16.0" 16.0•' 9:6" 16.0" 16.0" 15.0"16.0" 7.V 11.5' Z"MIN EMBED AND 2-1/2" 62 16.0" 16.0" 16.0"16.0" 16.0" 16.0" 16.0" 9.4" 14.0" 16.0" 11.0"
n U (3295 psi MIN CONCRETE) 76 16.0" 16.0" 16.0" 14.5"16.0" 16.0" 16.0" 16.0•' 7.7'• 13.2" 16.0"11.4" 16.0" 5.7" 8.4'• MIN.EDGE DISTANCE(3350
$ z psi MIN CONC) 76 16.0" 16.0" 16.0" 14.5"16.0" 16.0" 12.3" 16.0" 7.6" 9.7" 14.3" 84"
u I--i�,,,_ 90 16.0" 16.0"16.0" 12.0" 16.0"16.0"113.3" 16.0" 6.4" 10.1"16.0" 9.2" 15.4" 4.8" 6.7" 90 16.0" 16.0" 16.0_" 11.9" 16.0" 16.0" 9.8" 16.0" 6.3" 7.4" 12.1" 6.7"
* 105 16.0" 16.0"16.0" 10.2' 16.0" 16.0" 10.9" 16.0" 5.5" 8.01• 14.2" 7.6" 12.4" 4.1" 5.4•' w
* 105 16.0" 16.0" 16.0"10.1" 15.9" 13.8" 8.0" 13.8" 5.4" 5.9" 10.4" 5.6"
120 16.0"16.0" 16.0" 8.8" 16.0" 16.0" 9.2" 15.4" 4.8" 6.7" 12.4" 6.5" 10.4" 3.6" 4.6" 120 16.0" 15.0" 16.0" 8.7" 12.2" 12.1" 6.7" 11.3" 4.7" 4.9" 9.1•' 4.8"
1/4-20 ALL POINTS SOLID- 33 16.0"16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 9.6" 16.0" 16.0"16.0" 16.0" 7.1" 16.0" U 33 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0"16.0"
--• ---- z 1/4'ITW SAMMYS SSC W/
SET WITH 7/8"MIN EMBED 48 16.0" 16.0" 16.0" 11.9".16.0" 16.0" 15.8" 16.0" 6.5•• 15.5" 13.7" 9.6" 13.7" 4.7" 8.0" O
m� V 2.1/4"MIN EMBED AND 48 16.0" 16.0 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0"
N AND 1-1/4"MIN.EDGE _62_ 16.0" 16.0"16.0" 9.2" 16.0" 14.1"10.1" 14.1" 4.9" 8.5" 10.6" 6.6" 10.6" 3.6" S.1" 2-1/2"MIN.EDGE DISTANCE 62_16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0"16.0" 12.1" 16.0" 16.0" 15.6"
DISTANCE(3000 psi MIN 76 16.0" 16.0" 16.0" 7.5" 16.0' 11.5' 7.4" 11.5' 3.9' 5.8' 8.6' S.0' 8.6" 3.7"
.A (3295 psi MIN CONCRETE) 76__16.0" 16.0"16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 9.7" 13.8" 16.0" 11.9"
CONCRETE) -"---
3 90 16.0" 14.6" 16.0" 6.2" 13.8" 9.7" 5.9" 9.7" 3.3" 4.4" 7.3" 4.1" 6.8" -90--16.0" 16.0" 16.0"15.3"16.0"_16.0" 13.9" 16.0" 8.1" 10.5" 16.0" 9.6"
k:l105 15.0" 11.2" 15.0" 5.2" 9.6•' 8.3" 4.8" 8.3" 3.5" 6.2" 3.4" 5.5" * D
105 16.0" 16.0"16.0" 12.9" 16.0" 16.0" 11.4" 16.0" 6.9" 8.4" 14.8" 8.0"
--..
s 120 13.1" 9.0" 13.1" 4.5" 7.4" 7.3" 4.1" 6.8" 5.5" 4.6" 120 16.0" 16.0"16.0" 11.2" 16.0" 16.0" 9.6" 16.0"1 6.0" 6.9" 12.9" 6.8"
1/4"POWERS TAPPER WITH 33 16.0"16.0" 16.0" 14.3"16.0" 15.4" 15.4" 15.4" 8.0" 15.4•' 11.5" 10.9" 11.5" 5.9" 11.5" 33 16.0"116.0"116.0"116.0" 16.0" 16.0"16.0" 16.0" 16.0" 16.0"16.0"16.0"
F. 1-3/4"MIN EMBED AND 48 16.0" 16.0" 16.0" 9.9" 16.0" 10.6" 9.1•' 10.6" 5.3" 9.0" 7.9" 5.6" 7.9" 3.8" 4.6" 1/4-20 ALL POINTS SOLID-
A SET WITH 7/8'MIN EMBED 48 16.0"116.0"116.0" 16.0" 16.0" 16.0" 16.0" 16.0" 11.6" 16.0" 16.0"12.6_'
0 1-1/2'MIN.EDGE DISTANCE 62 14.7" 14.7" 14.7" 7.6" 14.7" 8.2" 5.9" 8.2" 4.0" 4.9" 6.1" 3.8" 6.1"
(3000 psl MIN CONCRETE AND 2"MIN.EDGE DISTANCE 62 16.0" 16.0" 16.0" 16.0"16.0" 16.0" 13.2" 16.0" 8.7" 11.0" 13.8" 8.6"
w ) 76 12.0" 11.9" 12.0" 6.2' 12.0" 6.7" 4.3" 6.7" 3.2" 3.4•' 5.0" 5.0" (3000 psi MIN CONCRETE) 76 16.0" 16.0" 16.0" 13.4"1610" 1S.0" 9.7" 15.0" 6.9" 7.6" 11.3" 6.6"
V 90 10:1" 8.5" 10.1" 5.1" 8.0" 5.6" 3.4" 5.6"l 4.2" 3.9'•
^o (( 90 16.0" 26.0" 16.0" 11.0"16.0" 12.7" 7.7" 12.7" 5.8" 5.8" 9.5" 5.3"
105 8.7•' 6.5" 8.7" 4.3" 5.6" 4.8" 4.8" 3.6" 3.2" >k 'VAI®`�°{'I
.., 0 105 16.0" 14.6" 16.0" 9.3" 12.5" 10.9" 6.3" 10.9" 4.9" 4.6" 8.2" 4.4--
120
.4"120 7.6"1 5.2" 7.6" 3.7" 4.3"1 4.2" W113.9" 3.2" 120 16.0" 11.8" 16.0" 8.0" 9.6" 9.5" 5.3" 8.9" 4.3" 3.8" 7.1"1 3.8"
_ 1/4"POWERS TAPPER WITH 33 16.0" 16.0" 16.0" 16.0"16.0'• 16.0'•16.0" 16.0" 15.9" 16.0" 16.0" 16.0"
_ EDGE DISTANCES AS NOTED _ _ -- ---
G Spans Up To 5'-0" Spans Up To 9'-0" Spans Up To 12'-0'• 1-3/4"MIN EMBED AND 3' 48 16.0" 16.0" 16.0-' 16.0" 16.0" 16.0" 16.0"116.011 10.6" 16.0" 15.8" 11.1"
_ LOAD CONN TYPE CONN TYPE CONN TYPE MIN.EDGE DISTANCE(3000 62 16.0" 16.0" 16.0" 15.3" 16.0" 16.0" 11.7" 16.0" 8.0'• 9.8" 12.3" 7.7"
m O ANCHOR (psf) psl MIN CONCRETE) 76 16.0" 16.0" 16.0" 12.3" 16,0" 13.3" 8.6" 13.3" 6.4" 6.7" 10.0" 5.8"
a
= cl I C2 C3 1 C4 CS Cl I C2 C3 C4 I C5 Cl C2 C3 C4 Cs
e 1/4"M_ILLENIUM MILLFAST 33 16.0" 16.0" 16.0"16,0"16.0" 16_.0" 16.0"_16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 13.3" 16.0" 90 16.0" 16.0" 16.0" 10.1" 16.0" 11.3" 6.8" 11.3" 5.3" 5.1" 8.4" 4.7"
u WITH 1-3/4"EMBED AND 48 16.0" 16.0" 16.0" 16.0" 16.0"16.0" 16.0" 16.0" 12.0" 16.0" 16.0" 12.8" 16.0" 8.7" 10.5" IUS 16.0" 12.9" 16.0" 8.5" 11.1" 9.7" 5.6" 9.6" 4.5" 4.1" 7.2" 3.9"
2-1/2'EDGE DISTANCE 62 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 13.4" 16.0" 9.0" 11.2"14.0" 8.8" 14.0" 6.6" 6.7" 120 15.2" J0.5"115.2" 7.3" 8.5" 8.4" 4.7" 7.9" 3.9" 3.4" 6.3" 3.3"
m` (3275ps1 MIM CONCRETE) 76 16.0" 16.0"116.0" 14.0" 16.0" 15.3" 9.9" 15.3" 7.2" 7.7" 11.4" 6.7" 11.4" 5.3" 4.9"
a
€ 90 16.0" 16.0"116.0" 11.5"16,0"12.9" 7.8" 12.9" 6.0" 5.9" 9.7" 5.4" 9.0" 4.4"
.`n 105 16.0" 14.8"16.0" 9.7" 12.7" 11.0" 6.4" 11.0" 5.1" 4.7" 8.3" 4.5" 7.3"
c
16.0" 12.0" 16.0" 6.3" 9.8" 9.7" 5.4" 9.0" 4.4" 7.3 j� 6.1"
E 1/4"MILLENIUM MILLFAST 33 16.0" 16.0" 16.0" 16.0" 16.0'-.16.0" 16.0" 26.0" 12.7"116.0".T6.-0' 16.0".16.0" 9.4" 16.0"
Z WITH 1-3/4'EMBED AND 1" 48 16.0" 16.0" 16.0"15.8" 16.0"116.0" 16.0" 16.0" 8.5" 16.0" 14.4" 10.1"14.4" 6.2" 8.4"
EDGE DISTANCE(3275psl 62� 16.0" 16.0" 16.0" 12.2" 16.0"114.9" 10.7" 14.9" 6.4" 8.9" 11.2' 7.0" 11.2" 4.7" 5.3"
o MIN CONCRETE) - 76 16:0" 16.0" 16.0" 9.9" 16.0" 12.1" 7.9•' 12.1" 5.1" 6.1" 9.1" 5.3" 9.1"
90 16.0" 15.4" 16.0" 8.1" 14.6"10.3" 6.2" 10.3" 4.3" 4.7" 7.7" 4.3" 7.2"
R El 105 15.8" 11.8" 15.8" 6.9" 10.1" 8.8" 5.11• 8.8" 6.6" 5.8"
9, 120 13.8" 9.5" 13.8" 5.9" 7.8" 7.7" 4.3" 7.2"
'o z #12 SMS W/2"EYEWALL 33 16.0" 16.0" 16.0"16.0" 16.0" 16.0" 16.0" 16.0"12.9" 16.0" 16.0" 16.0" 16.01
°�. Ou ARMOR INSERT W/2"EMBED 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 8.7" 16.0" 16.0" 13.1" 16.0" 6.4" 10.8"
AND 2"EDGE DISTANCE 62 16.0" 16.0"16.0" 12.4" 16.0" 16.0" 13.8" 16.0" 6.6" 11.5" 14.4" 9.0" 14.4" 4.8" 6.9"
.. (2000ps1 MIN CONC) 76 16.0" I6.0" 16.0" 10.0" 16.0" 15.6" :0.1" 15.6" 5.3 7.9" 11.7" 6.8" 11.7" 3.9" 5.1"
-_...._-.._._--_.-_.�__ ._..._'--'-
90 16.0" 16;0" 16.0 8.3" 16.0" 13.2" 8.0" 13.2" 4i4" 6,0" 9.9" 5.5" 9.3" 3.3" 4.0"
105 16.0" 15.2" 16.0" 7.0" 13.1"11.3" 6.5" 11.3" 3.8" 4.8" 8.5" 4.6" 7.5" //3.3"
120 16.0•' 12.3" 16.0" 6.1" 10.0" 9.9" 5.5" 9.3" 3.3" 4.0" 7.4" 3.9" 6.2"
#12 SMS W/2.75"EYEWALL 33 16.0" 16.0" 16.0"16.0"16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 13.6" 16.0"
r ARMOR INSERT W/2.5" 48 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0"16.0" 12.4" 16.0" 16.0" 16.0" 16.0" 9.0" 13.9"
EMBED AND 2'EDGE 62 16.0" 16.0" 16.0"16.0" 16.0"16.0" 16.0" 16.0" 9.3" 14.8" 16.0" 11.5" 16.0" _6.9"_ 8.9"
e DISTANCE(2000psi MIN' 76 16.0" 16.0" 16.0"14.3"16.0" 16.0" 13.0" 16,0" 7.5" 10.2" 15.1" 8.8" 15.1" 5.5" 6.5" '
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16.0" 16.0" 16.0" 11.8" 16.0"16.0" 10.3" 16.0" 6.3" 7.8" 12.7" 7.1" 11.9" 4.6"
105�16.0" 16.0OF 16.0"10.0" 16.0" 14.5" B.a'• 14.5'153-- 6.2" 10.9" 5.9" 9.6" 3.9" 4.2-
120 16.0" 15.8" 16.0" 8.6" 12.8" 12.7" 7.1" 11.9" 4.6" 5.1" 9.5"1 5.0" 8.0" 3.4" 3.5"
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3/4"MIN EDGE DISTANCE 3/4"MIN EDGE DISTANCE
Spans Up To 5-0" Spans Uo To 9'-0" Spans Up To 12'-0" t'j Spans Up To 5'-0" Spans Up To T-0"
- LOAD CONN TYPE CONN TYPE CONN TYPE G LOAD CONN TYPE CONN TYPE'
o ANCHOR (psf) 0 ANCHOR (psf)
_ Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 � C3 C4 C5 x rn Cl C2 I C3 C4 CS Cl I C2 I C3 I C4 'CS C1 C
1/4'LAG SCREW OR HANGER 33 16.0"116.0"116.0" 15.9" 16.0" 16.0"16.0" 16,0" 8.9" 16.0"16.0" 16.0"116.0" 6.6" 16.0" 1/4'ELCO PANELMATE 33 16.0" 16.0" 16.0" 16.0" 16.0"16.0" 16.0" 16.0"16.0"16.0" 16.0" 16.
1 BOLT WITH 1.5'MIN THREAD •x18-'`16.0"16.0"16.0" 11.0"16:0"-16:0" 16.0"-16.0" 6.0" 16.0"16.0" 12.2•' 16.0" 4:4" 10.1"
" � "`(FEMALE,MALE,OR PLUS)_W/ -48 16.0" 16.0"116.0" 16.0" 16.0"16.0" 16:0" 16.0" 10-9" 16.0"16.0" 16,
PENETRATION 62 16.0" 16.0'• 16.0" 8.5" 16.0" 16.0" 12.8"16.0" 4.6" 10.7" 13.4" 8.4" 13.4" 3,4" 6.4" 1-7/8'MIN EMBED 62 16.0" 16.0"16.0" 15.5"16.0" 16.0" 1fi.0" 16.0" 8.3" 16.0" 16.0" 13.
76 16.0" 16.0"16.0" 6,9" 16.0"14.6" 9.4" 14.6" 3.7" 7.4" 10.9" 6.4" 10.9" 2,7" 4.7" 76 16.0"16.0"16.0" 12.6" 16.0" 16.0" 14.9" 16.0" 6.7" 11.7" 16.0" 10.
.Z. .- _. -._ _.
90 16.0" 16.0" 16.0" 5.7" 16.0"12.3" 7.5" 12.3" 3.1" 5.6" 9.2" 5.2" 8.6" 2.3" 3:7" * 90 16.0"16.0"16.0" 10.5" 16.0"16.0" 11.8" 16.0" 5.6" 6.9" 14.6" 8.:
i 105 16.0" 14.1"16.0" 4.9" 12.2" 10.6" 6.1" 10.5" 2.6" 4.5" 7.9" 4.3" 7.0" 2.0" 3.0" 105 16.0" 16.0" 16.0" 8.9" 16.0" 16.0" 9.7" 16.0" 4.8" 7.1" 12.5" 6.1
._..___
E p 120 16.0"11.5' 16.0" 4.2" 9.3" 9.2" 5.2" 8.6" 2.3" 3.7" 6.9" 3.7" 5.8" 2.6" 120 16.0"16.0" 16.0" 7.7" 14.8" 14.6" 8.2" 13.7" 4.2" _5.9" 11.0" 5.1
w #14 WOOD SCREW OR SMS 33 16.0" 16.0" 16.0" 15.1" 16.0" 16.0" 16.0" 16,0" 8.4" 16.0" 16.0" 15.0"116.0" 6.2" 16.0" i 1/4"LAG SCREW OR HANGER 33 16.0" 16,0" 16.0" 16.0"16.0"16.0" 16.0" 16.0" 11.1" 16.0" 16.0"16.
WITH 1.5"MIN.THREAD 48 16_.0" 16.0" 16.0" 10.4" 16.0"16.0"_14.0" 16.0" 5.6" 13.8" 12.2" 8.6" 12.2" 4.1" 7.1" f BOLT WITH 1.5"MIN THREAD 48 16.0"16.0" 16.0" 13.7" 16.0" 16.0" 16.0"
a 0 PENETRATION. 62 16.0" 16.0" 16.0" 8.0" 16.0" 12.6" 9.0" 12.6" 4.3" 7.5" 9.4" 5.9" 9.4" 3.1" 4.5" � PENETRATION 62 16.0" 16.0"16.0" 10.6'•16.0" 16.0" 16.0•' 16.0" 5.7" 16.0"16.0" 12,
_ o 3 �q 76 16.0" 16.0"16.0" 6.5'• 16.0" 10.2" 6.6" 10.2" 3.4" 5.2" _7.7" 4.5" 7:7 2.5" 3.3" Dmwxm76 16.0" 16.0"-16.0" 8.6" 16.0_" 16.0"14.1" 16.0" 4.6" 11.1" 16.0" 9.t
m 90 13.0"15.6" 5.4" 12.3" 8,7" 5.2" 8.7" 2.9" 4.0" 6.5" 3.6" 6.1" 2.1" 2.6" 0 90 16.0" 16.0"16.0" 7.2" 16.0" 16,0" 11.2" 16.0" 3.9" 8.4" 13.8" 7.;
$i 105 13.3" 9.9" 13.7" 4.6" 8.6" 7.4" 4.3" 7.4" 2.4" 3.1" 5.6" 3.0" 4.9"j 2.1" ❑ 105 16.0" 16.0" 16.0" 6.1" 16.0" 15.8" 9.1" 15.8" 3.3" 6.7" 11.9"
120 11.7" 8.0" 11.7" 3.9" 6.5" 6.5" 3.6" 6.1" 2.1" 2.6" 4.9" 2.6" 4.1" 0 120 16.0" 16.0" 16.0" 5.3" 14.0" 13.8" 7.7" 12.9" 2.9" 5.6" 10.4"
M 1/4"ELCO PANELMATE 33 16.0" 16.0"16.0" 12.6" 16.0" 16.0" 16.0"116.0" 7.0" 16.0" 16.0" 16.0"116.0"1 5.2" 16.0" 3 #14 WOOD SCREW OR SMS 33 16.0" 16.0"16.0" 16.0"16.0" 16,0" 16.0" 16.0" 11.5" 16.0" 16.0" 16.
(FEMALE,MALE,OR PLUS)W/ 48 16.0" 16.0" 16.0" 8.6" 16.0"15.7" 13.6"15.7" 4.7" 13.4" 11.8" 8.3" 11.8" 3.5" 6.9" WITH 1.5"MIN.THREAD 48 16.0" 16.0'• 16.0" 14.2"16.0"116.0" 16.0" 16.0" 7.8" 16.0" 16.0" 14.
^i 1-7/8"MIN EMBED 62 16.0" 16.0" 16.0" 6.7" 16.0" 12.2" 8.7" 12.2" 3.6" 7.3" 9.1" 5.7" 9.1" 2.6" 4.4" PENETRATION 62 16.0" 16.0" 16.0" 16.0" 15.4" 16.0" 5.9" 12.9•' 16.0L
76 16.0" 16.0" 16.0" 5.4" 16.0" 9.9" 6.4" 9.9" 2.9" 5.0" 7.5" 4.4" 7.5" 2.1" 3.2" �. 76 16.0" 16.0"16.0" 8.9" 16.0" 16.0" 11.4" 16.0" 4.8" 8.9" 13.2"
;h * 90 15.1" 12.6" 15.1" 4.5" 12.0•• 8.4" S. 8.4" 2.4" 3.8" 6.3" 3.5" 5.9"/ 2.5_ 90 16.0" 16.0"16.0" 7.4" 16.0" 14.8" 9.0" 14.8" 4.0" 6.8" 11.1"105 13.0" 9.6" 13.0" 3.8" 8.3" '7.2" 4.2" 7.2" 2.1" 3.1" 5.4" 2.9" 4.7" " 05 " 16.0"16.0" 6.3" 14.7" 12.7" 7.3" 12.7" 3.4" 5.4" 9.5"
120 11.3:' 7.8" 11.3" 3.3" 6.4" 6.3" 3.5" 5.9" 2.5" 4.7" 2.5" 4.0" 120 16.0" 13.8"16.0" 5.5" 11.2" 11.1"
a`
d
8
N ANCHOR NOTES:
1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'
RECOMMENDATIONS.
2. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE
e LOCATED IN CENTER OF NOMINAL 2x(MIN)WOOD STUD(i.e.3/4"EDGE DISTANCE IS
•E ACCEPTABLE FOR ANCHORS TO WOOD FRAMING),
a 3. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE ONLY. -
.......... MINIMUM.EMBEDMENT AND EDGE DISTANCE SHALL BE AS NOTED IN ANCHOR SCHEDULE.
MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER
WALL FINISHES.
5. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES
MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES
9 INDICATED IN SPAN SCHEDULE(S)SHALL APPLY.
36. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY.
> FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO
PLYWOOD.
• .. .,; .:. . 11.-MACHINE SCREWS SHALL HAVE MINIMUM OF 1112"ENGAGEMENT OF THREADS IN.BASE
ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD("SIDEWALK BOLT")
e U.N.O.
tl 12. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE.
13. *. DESIGNATES ANCHORS WHICH ARE REMOVABLE AND MAY BE USED FOR DIRECT
MOUNT INSTALLATIONS.
14. WHEN ANCHORING TO HOLLOW BLOCK,SDS DRILLS SHOULD NOT BE USED TO DRILL
INTO HOLLOW BLOCK,NOR SHOULD IMPACT DRILLS BE USED TO INSTALL CONCRETE SCREWS
TO HOLLOW BLOCK
S�