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Product Annrovat Waru>Pmdud or AmAication Search>Aoa6c460n fist>Application Detall
FL FL12856-RS
Application Type Revision
Code Version 2014
Application Status Approved
'I
Comments
Archived
Product Manufacturer Town and Country Industries, t
Address/Phone/Email 400 West McNab Road
FL Lauderdale,FL 33309 t
(954)493-8551
tomj@tc-aium.com
Authorized Signature Frank Benrtardo C
frank@engexp,com
Technical Representative Thomas B.Johnston
Address/Phone/Email 40 west Mda ea Fl 3
Ft3309 (,
(954)970-9999
tomOtc-alum.com
i
Quality Assurance Representative
Address/Phone/Email
' I
Category Shutters
Subcategory Storm Panels
Compliance Method Evaluation Report from a Florida Registered Architactlor a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received j
Florida Engineer or Architect Name who developed Frank 1.Bernardo ,
the 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,
h
Certificate of Independence FI.12856 R5 CCI Anden 2-nd
F1-12856 R5 COI Index 3.odf ;I
FL12856 R5 COIIndeg 4.ndf
FL12856 R5 COI Indeo.Ddf
Referenced Standard and Year(of Standard) Standard Y r
ASTM E1886 20(!2
ASTM E1996 2002
ASTM E1996 2012
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
I
i
https:/Iwww.floridabuiiding-org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvEmlfWvK4b... 7/27/2015
7WO1 S > ,PJ A3 1 �V
Page 2 of j
Equivalence of Product Standards L
Certified By Florida Licensed Professional Engineer or Architect
FL12856 R5 Eauiv Eauiv 2,ojj
FLI2956 R5 Eaulv Enuiv 3.od
F
.L12656 R5 EQUIV EFciply 4.nd;
FL12856'R5 -EQuiv Fouly-pd
Sections from the Code
Product Approval Method Method 1.Option D
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, Number or Name Description
12856.1 0.050-Aluminum Storm Panel 0.050"Aluminum Storm Panel with Optional Clear Panels
Limits of Use Installation Instructions
Approved for use in 14VH7-No FLI2-856 As 11 r)wci.6df
Approved for use outside HVHZ-Yes Verified By:Frank L.Bernardo,P.E.PED046549
Impact Resistant:Yes Created by Independebt Third Party:Yes
Design pressure:N/A Fvaluatlon Reports
Other.Shutter meets requirements Ear"Wind Zone 4"and FL12856 R5 AE Eval!od
Missilerfor sped In ASTM E1996.See installation Created by Independent Third Party.Yes
--aed—".cl5lesign Pressure Ratings,by size,
itional use * itations kd installation Instructions.
12856.2 Edge Storm Panels *Safety Edge'Storm Pi6iels,28ga(0.018""j Steel,0.022'
L• 14Alum(Pert and Non-Peit),Gear Polyearb(Full and Half)*
Limits of Use installation Instructions
Approved for use In No F-L12656 R5 11 Dwo 2.3d
Approved for use a a HVHZ-Yes Verified By:Frank L 86nnardo,P.E.PED0416549
Impact ReiistaRb Y Created by Independent Third Party:Yes
Design Pressurm54/-54 Evaluation Reports �
Other.This P ct is not valid for use within the HVHZ. FLI2856 RS AE Eval 2.od .
See Evalu I Report and engineering drawing for Created by independent Third Party:Yes
ad - limitations and conditions of use.
12856.3 124ga Steel Storm Panel 24ga(0.0232")Steel Storm Panel with Optional Clear,Panels
Limits of Use Installation Instructlims
Approved for use in HVHZ:No FL128SG RS 11 Dwo 3. df
Approved for use outside HV14Z.Yes Verified By.-Frank L Bennardo, 5549
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-Eyaj 3-rid
Wind Zone 4.See Evaluation Report and engineering Created by Independent Third Party.Yes
drawing for additional limitations and conditions of use. J
12856.4 Aluminum Hinged Storm Panel .050*Aluminum Non-Porous Hinged Storm Panel
Limits of Use Installation Instructi Ions
Approved for use in HVHZ:Yes FL12856 Its 11 Owo 4'.Pdf
Approved for use outside HVHZ:Yes, Verified By:Frank L Birmardo,PX.PE0046549
Impact Resistant:Yes Created by independerit Third Party:Yes
Design Pressure:N/A EvaluationReports
Other.Shutter meets requirements for"Wind Zone 4"and FL12856 R5 4E- E-rat 4.01rif
Missile Level ID"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. j
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-
The state or Sorlds Is an ANSBO emoloYer.Comod0Q, rd statement
Under F7mtda law,emalf addresses are public records ir you da not want youre-maa ad&M released In response to a public-mcards request do notsend
ejewunre mad to this entity-bztead,contact the office by phone or by tradchanat mail.if ym have any 0.uest!*AS6 please contact&S0.487.1395.-Panivant to
ktq)s://www.floridabuildinf,r-org/pr/pr-app-Atl.aspx?param=wGEVXQwtDqvEml�vK4ii'... 7/227/2015
*7 To
E EDGE" & POLYCARB STORM RAVEL IIMOO,P.6.
289a (0.018") STEEL&0.100" POLYCARB
GENERAL N T S:
1)THIS 3YBTOM HAS BEEN TESTED AND EVALUATED AB A LIIC '; 'GI I'k
0.016"GAW STEEL
PE FO 0.418'GALV STEEL MtSSB.11IMPACTPROTECI1V85YSTEM IN ACCOROANGE WSTH E pt %N ,I
A (0 0NAL) y REQUIREMENTS OFTHE FLONOA BUIWING CODE(FSG),THE Y5
.3?6" r/ " • 5
GE 0,370" , ORATIONS SNT11RNATlONAL BUILDING CODE{iBc)AND THE IAITERNATION
PERF
e.)' M 'S" sq• S' 1 ! N e� (OPTIONAL) (IRC CURRENT EDITION,FOR URE OUTSTD11TNE ��a
1 P YP 1.125" (! TYP yaf' 9 JILDING CODE
125' -rtr - -¢ -� f`1" Ar 'PPs 1.25' 1 q yY�GE VELOCITY HURRICANE E1896 613E PRODUCT EVAWATIOIftEp R3 DDIITP STANDARD 90t3At SB6,&�p��!
----- - _ 0.37" #$ m
X K --INFORMATION. - -
�----•4.64+1•------) }-----4.544" �---...4.844"---�- _ 2)N0 93dJ3961NCREASE 1N At104NAS1.E 54itES9 HASBEEN'USED IN--u1 4 M - --
12'COVERAGE �6"COVERAGE---- 0,370" THE DESIGN OFTHSS PAOPUCT.WIND LOAD DURATION FACTOR m !
23.5"TOTAL WIDTH 7.531"TOTALWIpTH Cd-1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. g
3)FOSITIVEAND NEGATIVE DESIGN PRESSURES M=IATED POR ,
STEEL STORM'PANEL PROFILE STEEL HALF-PANEL PROFILE- USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE
SECTION lob4"p 1'•0" ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.
:r SECTION PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH m
ASCE 7.10 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE FIFTHmi c
CAR80NATE" - - - 0.100"FPtY- EDITION
NEG NEGATIVE
E SIRS SHOWN THAN OR VALUES
LISTED
POSITIVE OR S
_- __ __ 2°"" •__0.100"PCLY- r 2`"'�_- - v --2"--- NEGATIVE DESIGN PRESSURE CAPACITY VAWES LiSTEO HEREIN FOR
(10,010•) -I-- CARBONATE 4)THIS SYSTEM'HAS BEEN'DESIGNED WITH NO SEPARATION FROM-- __--- -
1.210" y N , �• 1.ZL6" 0.75° ry {d�0.O10) GLAZtN6 REQUIRED FOR ALL WIND ZONES IN ACCORDANCE WITH
E199u 1• +y �'�+ 1.5" �yy t-•1•_ 1" ryy y"n 1.5"
CRITERIA IS NDEPENDENTLYADOPTED YTH THE HAVING
_�'- 0.75" 9URISDiCRON, m .
------
MOW .1^•T Arc 1.�" �---- 5.000"-�I STE XPIPES UAESOMOEDZYA 5SAFEIY ACTOR.MAXIMUM p
12.5"COVERAGE �--------6.25"COVERAGE---� 6)THE SYSTEM DUAtLEO HEREIN IS GENERIC AND DOES NOT 67
67
15"TOTAL WIDTH 8A13'TOTAL WIDTH PROVIDE INFORMATION FOR SPECIFIC SITE.IP SITE CONDITIONS
OBVIATS FROM THE CONDITIONS DETAILED HEREIN,ALICENSED z
POLYCARB STORM PANEL PROFILE POLYCARB HALF-PANEL PROFILE ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC
_ ON _. _.. �
1C
SECTION i d 4"Q I'0" BECTON DOCUMENTS To Be USED INCONJUNCTION WITH THIS DOCUMENT.
X 0.875• 7)THE DEQUACY OF THE EXt$=(;STRUCTURE TO WITHSTAND
SUPERIMPOSED LOADS IS OUTSIDETHE SCOPE OF THIS `
0.005"MIN
214.20x8/41S.SSTUDS THICKNESS CERTIFICATION AND SHALL SEVERIFIED,SYOTHERS.
16"- ` SPACED AT. (15/16' 8)CLEAR POLYCARBONATE PANELS SHALL BE ALTERNATED WITH e
j 6 -12"O.C.UP TO 45 PSF 0,018"(MIN)04V STEEL PANELS SUCH THAT ND TWO
WAS
UNLIMITED ( g p •6"O.C.UP TO 54 PSP (p POLYCARBONATE.PANELS ARE ADSACENTTO EACH OTHER.
(COMM AS REQ'D)
SE DNS /r ( per p C $ h !t 9) No.3 KEYHOLE WASHER REQUIRED ONLY WHEN�"0 WASHERED
1Ys /2'1 H i WtNG NUf No.8 IS USED.WHEN U1RGE
EW HER
WING NUt Ne.T IS p
.� `-_ __ _+_^�- p p 0.030"TYP I USED,10THE N0.3 KEYHOLE WASHER IS NOT REQUIRED. Itcwr_�i y
�a. '�! "-•-� W5j9" THIGINESSt-O.OSB"xCONFORMSIOAM PiNGTOASTMANELS SHALL A SB,VE MSTRUCIURALIN ZEO
QUALM MOB 40,WITH G60 GALVANIZED COATING AND MIN
KEYHOLE FY-44,50 W.
OPTIONAL STUDDED ANGLE WASHER 11)CLEAR POLYCARBONATEITFORMPANELSWITH12.5 COVERAGE
r 2 PERFORATIONS 2 3 SO LLCM% 4"
66"oi'•o• 6"-1'•D" THOSE WITH 035'COVERAGE SHALL BE MANUFACTURED BY TOWN& 3
rew, 3"-1 0 ELEV s COUNTRY INDUSTRIES,lac.ALL POLYCARB PANELS SHALL.BE ggpy
•-` " T� EXTRUDED WITH THICKNESS t-0.100"(&0.010')AND SHALL BE q�
{ g # 1 MANUFACNRED FROM 100%SYNTHEITCTHERMOPLASTICPOLYMER
$ RESIN(UV STABILIZED).TYPICALTENSiLE STRENGTH FY-8.008 KSI, p2
�' 'aY ..• aamnt i a m RAL STAENG H M-12.00 KSI,&FLEXURAL MODULUS IS 328.7 g O
t� a•xlx s•wx t mill r lvx 12 ALL EXTRUSIONS SHALL BE 6063•T6 ALUMINUM ALLOY UNLESS
{ t 5/B" ALUMINUM STEEL ]-PAN "13)PANELS SHALL 09 PERMANENTLY LABELED,WITH A MINIMUM OF
I •�- a
Q CLOSURE CLOSURE ONE LANE.PER PANEL AS FOLLOWS,.
A t ✓ { 1 S TOWN&COUNTRY INDUSTRIES
r , .+ ,I 1'0° T'!• 4"a I'•0' FT.LAUDERDALE FL
0.
- ASTM 131006,111996&E930 MISSILE LEVEL 061111 W-ull 1.1 1 1:1 La9LWfLa/.E y
6�r as FLORIDA PRODUCTAPPROVAL NUMBERL III
\ 14)STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE 15.2337 MJ
BOTTOM MOUNT --------_-- -_ \ ; �47
AXIMUMSPANSANDtOADSSHOWNONTHESEORAWINGS.
CONN AS REQ'D) = r REFERENCECONSTRUCTION TESTING CORpORATiON(CFC OF MIAMI,
N zwhcl aor FL)TESTREPORIS0114•D04,404.005,&@04.006.
eac oar 18)TOP&'BOTTOM DETAILS SHOWN AY OE INTERCHANGED AS
i TYPICAL ELEVATION 3 KEYHOLE PUNCH WASHERED WIDE BASE FIEIJICONDmONSDICFATE. PANELS MAY Be MOUNTED a.
HORIZONTALLY WHERE APPLICABLE. "
$ 1 N.TB. 6"A1'•0" CLEV WING NUT ^�WASHERED WING_NUT IS)ALL BOLTS&WASHERS SHALL no zinc cOATEDSTEEL,
6 NTS - t 7 1 NTS GALVANIZED S ML CR STATNLESS STEEL WITH A MINIMUM TENSILE
YIELD STRENGTH OF 33 KSI. Rio
�O
F It7nN00,P.E,
EXISTING HOST EXCITING HOST = ':
STRUCTURE ANCHOR PER e�j S
STRUCTURE
TYP .
ANCHOR SCHED '
1 SEND PANEL AROUND ,.O;••
(DIRECT MOUNT 1 4• ` �Cy CORNER&STITCH TO
_r TO 5• s °t„t'' ADJACENT PANEL O
EMBC•D - i ..�•Y •Uq�O WITH 1/4-20 BOLTs A••
IF. a , 4 5
E! ; MAX ^._— D.C.(TYPE ---
p - •' 1J2'MIN"'— - _... GLE
-- — OVPRIM
x 4 FASTEN PANELS TO E HOST •y m g
::• '•• `�� ANCHORS AT 17"CH (USE ANY HOST STRUCTURE OR VAR ST�CTURE {}iI
ANCHOR FROM ANCHOR SCLIEO) TO STUDDED ANGLE
- - (•TOP&BOTTOM).AT
— — -- — — z TRAP MOUNT CLOSURE CDRRUGATIONvAL1EY
-- EXISTING sMINIKKU --- =d - CLOSESTTOCORNER O
.g ,- P" +� 3'0 Y-m PLAN VIEW (EACH SIDE) w O <
p GLAZING SCHEDULE
> N. 4 "CORNER CLOSURE
1/4.20%3141SS Z WTS, PLANVIEW
STUDS SPACED AT%
-12"O.C,UP TO 45 PSF 1 1(4" k
LMr 0'Q.0 UP TO S4 P5F M m
I% �/
EMBED M .. •• ."'f" �,Ft.,+` p�3 ki
t. 2 4jf4•MAX
OR PER ANCHOR
SIUD STRUCTURE
3 ANGLE ATT ENT)
MOUNTING SECTIO 3._ WALL MOUNT CLOSURE JJJ
>: 3";1i p. 3"a i'-0• PLAN VIEW
GLASS SEPARATION X7'�c
SPAN SCHEDULE GLASS SEPARATION SCHEDULE NOTES; '
y vPANELS SCHEDULE 1.GLASS SEPARATION SCHEDULE
i9R LOAD I•m p psT (REQUIRED ONLY IN ESSENTIAL FACILITIES) PROVIDES MINIMUM SEPARATION 4 5
MAX SPAN, 9'-2' ALL MOUNFING CONDITIONS) DISTANCE REQUIRED BETWEEN EXTERIOR
MIN SPANS: 26" (DIRECT MOUNTTOP&BOTTOM) FACE Of GLAZING OR OTHER PRODUCT
16' (ALL OTHER CONDITIONS) BEING PROTECTED)AND INTERIOR FACE ANCHORS AT 17•O.C. m .i
203a t0A1" GAL L PANELS OF INSTALLED STORM PANEL. (USE ANY ANCHOR (�
RB ` ���j— 2, SEPARATION DISTANCE PORTHIS FROM ANCHOR SCHED)
FiT3 6 S sEPARlkT1 wRIN5TAL1ATIONS y
ffMIN
D; *54.o pa AT OR BELOW 30'ABOVE GRADE: 5.375" SCHEDULE'is REQUIRED FOR USE WITH J
N: 9'-2'(ALT.MOUNTINGCONDITIONS) MIN.GLASS SEPARATION FOR t ffAlLAT10NS POSITIVE LOADS ONLY. EXLSTLNG H057NS: 24' (DIRECT MOUNT TOP&BOTTOM) GREATER THAN 30'ABOVE GRADE:5.373 3,SEPARATION FROM GLASS IS �U��
1S" (ALLOTHER CONDITIONS) REQULRPD 8N WHEN INSTALLED
WITHIN 058E TIAL FACh r"Es,
%ion; L BUILD-OUT mYawrtmrxcLraxamn►s
•
MIN.GLASS SEPARATION NST ONS
ATORBELOW 30'ABOVE GRADE, 7,350° 5 MOUNT CLOSURE 15-2337
MIN.GLASS SEPARATION FOR INSTALLATIONSE
GREATER THAN 30'ABOVE GRADE:5.37x" 3°n 1'•0' PLAN VIEW
V
Nn' d Bali 00D,P.E
ANCHOR SCHEDULE (STUD ANGLE_ATTACHMENT) AN R SCHEDULE DIRECT MOUUOW
Spans Spans spans Spans
.,
11 1MICHOR (PSI) Up To UPTO UP To Up To '
54" g'•0" 7'•6" 9'•2" LOAD Spans Spans Spans Spans ; '•••T
1M'ffW S.S.TAPCON YI/ 3]__38.0^ 16.d' 16.0" 1a.0" ANCHOR Up To UD TO Up To UP To
2-3/4*EMBED,1-1/4'EDGE -38 Igo" SB,d' 18.0"^ 10.0" (P'Q 5'•0" 8'•B" 7�gJ 9'-2'
DIST,13103ps1 MIN CONC) - 1/4'PANEU" PWS OR 33 12.0" 12.0" 12.0 12.0"
se_a" 36.0" 16.0" 34.0" FEMALE)x i•9/4'EMBED 90 12.0" 12.0" 32.0" 12y0" °
5M1 10.0" SG.O" 18.0" 16;0^ (3350pq MIN CONC) p5 12.0" 12.0" 32:0" L2,0" %
.___..-_ ..-._ ... t9alMlptMlMgtlb
1/4'ELM ULTRAMN 1.9/4n 33 Y6.0" 3fi.0" 16.0" 18 o' '- '�Q�•'',
,.._.
EMBED,f'MIN.EDGE DIST. ---- ,/' " S.D. " '
3046 MIN CON 3B 16A" 1B.d' 16.0" 16 0" ���Iii111 1 4•1W•SAM 05 65C•- 33 g.g 60" 6.0 6.d
( PN C) - __. 33 12.0" 12.d' 12.0" i2r0n
� � -47 76.0° _160'__ 16.0" 16 0°- -- --- - _ . -__ __-_ M E0._ - _
b4 10,.0" 16.0"_ 180" ANCHOR NOTES: (32fl5p61 MIN CONC) 30 I2.0"- 1R0" -12,0"-
1/41 ALL FDiNTS SOLLD•SET 3] 16.0"••]6.0" Lfi.O" 18.0" Z 12:0", _32.d' 12.0"
ANCHOR 17/0'Ell no 0 1)•ELCO PANELMATE"ANCHORS MAY BE ELCO PEMALB 59 0.0'. 80" 0.0" g.0" m p
1.1/q•MIN EDGE D1sr ,-38•- SG.O" 16.0" 16.v 18.0" PANELMATE OR ELCO PANELMATE PLUS,AS ILLUSTRATED. N B
(30QOg111! CONC)--__ _ 47 30.0" 16.d 16.0" 18.0" - 2)ENSURE MINIMUM 2"EDGE DISTANCE FOR ANCHORS 3/4"ALL POINTS SO110•SET 33. 12.d'-„ 320" 1Z�0"_-1Z_0"•. - .!
__._..... .__.__-._ _ ANCHOR%7/fr EMSEDB_.
TO CONCRETE&TOHOU.OW BLOCK,U.N.O.-EDGE - - - - -- -- -3R 320° 32 0" -12.0 !Z 0 J
b4 38,0" 50.0" 14,9` 155" 1-3/4"MIN EDGE DIST --
1M"MILLENIUM MILLFAST 33 16.0" 1G.0" 16.0 _18.0" DISTANCE OF 3/4"IS ACCEF)'ABLE FOR ANCHORS TO (]g00pN 1 COHf,� AS 17.d' 12 d 22 0_° !2 g_'
ED E DIS.( 11 PITH. 95 16.0" S6-•_g"- 18.0"_ 16,0" 3)MINIMUM EMBEDMENT SHALL BE AS NOTED IN 64 g,0" G.0
EDGE DIST.(12751 Pti Mw "_ _ ANCHOR SCHEDULE. MINIMUM EMSEOMENTAND EDGE
CONC) 47 160 180" 18,0" 18.0"
p �---- 64 -16.0" 160"- 10.0" -18.0" DISTANCE EXCLUDES S_5(UCCO,FOAM,BRICK,AND OTHER _
p - - - WALLpINISHES. gwi Spens Syyons Spans u3
spans Spare spam Spsna 4)ANCHORS SHALL BE INSTALLED IN ACCORDANCE IDuo Up To Up Ta Up To Up2
LOAD Up Tb Up To Upas Up To WITH MANUFACTURERS'RECOMMENDATIONS. ai ANCHOR (PSD 5'-0" G'•8" 7'4"
6 ANCHOR 031) 5'•0" fi'•� 7'•6" 9'-3" 5)ALL CONCRETE ANCHORS SPECIFIED HEREIN SHALL ]4'PANELMATE(PWB OR _
d / 33 12;d_ 12.0" SZ.O" 12.0"
1 RW S.S.TAPCON W/ 93 14.5" 11.•9" 10.6" 7,9" BE INSTALLED TO NON-CMCKED CONCRETE ONLY.ALL - FEMME)x 1.3/4"EMOED n 1{
30 22.0" 12.0 12.0" _12.0"
]•]/4'EMBED,4'MIN.EDGE -• BLOCK SUBSTRATES SHALL BE ASTM C-90 MINIMUM, (3350pe1 M1N CONC) •. w
Dtst 30' 12.6" 1D�s= 9.2; 6.9" 6)WHERE EXISTING"STRUCTURE IS WOOD FRAMING, p 45 52,0_ 12.0" 32.0'
47 -10.2" •_a.4"- 7,4" �5.8" EXISTING CONDITIONS MAY VARY.R1ELD VERIFY THAT &1 ••6.0" 6.0" 6.0" 6.0" 9i71�F
6.5" 40" FASTENERS ARE INTO ADEQUATE WOOD FRAMING 1/4'IEW'SAMMYS SSC• _
VO EtCO ULTRACON W/ _33 16.0"_ 14A"• 19.1" _11.1"
MEMBERS,NOT PLYWOOD. WITH 1•114"EMBED 33 13,0" 12.0 12.d' f20" Dwtl 8 H
1.1/4"EMDED 3•MIN.EDGE - 7)WHERE ANCHORS FASTEN TO NARROW FACI!OF 9 38 13,0" 12,0" 12•.. 12.C' _ m? d
DIST. ' 311 16.0" 13.5"_ 1213+2". 9.G" STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER =m _ Y\'��al+j
47 14.3" -13.7" 10.4" -�7,8° OF NOMINAL 2x4(MIN)WOOD STUD({0.3/4'EDGE ?+ 12.0" 12`0" 120" 12.0•
DISTANCE is ACCEFEABLE FOR ANCHORS TO WOOD 54 6.0"y 6.0• 6,0" 6.0"
•_ 54 ]2N' 10.2" 9.1" 6•8" 1/4'ALL POINT85011D•SET ]2.0" 1_2.0"
3 1/4"ALL POINTS SOLID-SET FRAMING). WOOD STUD SHALL BE ALL PINE" 33 32.d' 12.0"
ANCHOR z 7/B'EMBED,3" .33 .0" X18.0" t8.0" I8.0" MIN OR%719"EMDED,2"
G-0.42 OR GREATER DENSITY,UNLESS OTHERWISE SST .
MIN.O CTB DIST. 3B SG.D" 10.0" 18.0" SG.O° NOTED. MIN.BOG
D 39 12.0 12.0° 12.0" 12.0"
..__..._w .0 ...._.
_- .......-_0.0" 4b 12d' 32.0" 32.0" 12,0"
47" 1,0^ 36.0" 16.D" ]5.9" 8)ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS -•••••--• ----
•"^ CERTIFIED HEREIN,BUT ONLY PROVIDES MAXIMUM •--„- •-_••.,.,,. 64 00" _0.0" 6.0" 5.0" •°x;
57 16,0" 19.1" iq.7" 13,8" ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE --- PaI
7 114•MILLENIUM MILLFAST 37 36.0"- 14.8"� 147" 13.3"
4 ......-....__._71._... SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE r�
G W/1.1/4'EMBED,ri MIN. 90 160° 14.2" 13,]" 1].6" SHAH APPLY. G Spore •8pnna Pre spans
EDGE DIST. •........-- .-•.--..
p 4'/ 36.0" 13.3" 12_0" 9.4" 9)MACHINE SCREWS SHALL.HAVE MINIPIUM OF 1/2" Up TOLOAD Up To Up To Up To
8 ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY ANCHOR (PSI) I. G'-9" 7'•6" 9'•2"
54 14.0" 1 12.3" 1 50.0" 1 8.1" HAVE EITHER APAN HEAD,TRUSS HEAD,OR WAFER 114"PANEU4ATE(PWS OR _33 12.0" 12.d' 12.0" 12.0"
LOAD Spare SpanO Spans S ae HEAD(*SIDEWALK BOLT°)U,N.O. FEMALE)x 1•fM"EMBED 38 120" 120" _12.9"
�n pa 12 0"
_ ANCHOR A Up TO Up To Up To Ua To Y�g 45 12.0" _12.0" 12.0" _12,G" k'
(psi) 9'-0" 6'•0" 7'•6" 9.2" i G 54 0.0" So' 6,0"
D 3/4"ITW S.S.TAPCO14 OR 33 _10.0° 19.7" 35,5" 15.2" V 33 120" ]2.0" 12:0"
014 W000 SCREW%2' _•38-__16.0" 34_9" 14.3" 13,2° �y I/4"IS
13.9" ._EMBED
.1.
p HANGER COLT x2•EMBED 30 32.0" ]2.0" 12,0"
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