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Product Approval
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Product Approval Menu>Product or Application Search>Application List>Application Detail
- - FL# FL28390
Application Type New
Code Version 2017
Application Status Approved
Comments
Archived ❑
Product Manufacturer Eastern Metal Supply
Address/Phone/Email 4268 Westroads Drive
West Palm Beach,FL 33407
(800)432-2204
lrodriguez@easternmetal.com
I
Authorized Signature Frank Bennardo
frank@engineeringexpress.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Storm Panels
I
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
the Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2020
Validated By John Henry Kampmann Jr.
0 Validation Checklist-Hardcopy Received
i
Certificate of Independence FL28390 RO COI Indeo.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2005
ASTM E1996 2005
ASTM E330 2014
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquj ObYx6FhH79... 9/4/2019
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Florida Building Code Online Page 2 ofl2
Product Approval Method Method 1 Option[)
Date Submitted 10/18/2018
Date Validated 12/17/2018
Date Pending FBC Approval 12/19/2018
Date Approved 02/19/2019
Summary of Products
it
FL# Model,Number or Name Description
28390.1 2"Clear Bertha Storm Panel 2"Clear Bertha Storm Panel(HVHZ and Non-HVHZ) j
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL28390 RO II Dwg l.odf
Approved for use outside HVHZ:Yes Verified By: Frank L.Bennardo PE0046549
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+60/-60 Evaluation Reports
Other:See Installation instructions for limitations FL28390 RO AE Evall.pdf
Created by Independent Third Party:Yes
28390.2 2"Clear Bertha Storm Panel- 2"Clear Bertha Storm Panel(HVHZ and Non-HVHZ)-
SIMPLIFIED EDITION SIMPLIFIED EDITION
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL28390 RO II Dwg2.pdf
Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo PE0046549
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+60/-60 Evaluation Reports
Other:See Installation instructions for limitations and access FL28390 RO AE Eva12.Ddf
to simplified edition Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AAIEEO employer.Cooyriaht 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
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.2751
(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,
please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please-I
click here.
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Product Approval Accepts:
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http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQWtDquj ObYx6FhH79... 9/4/2019
2castle
Impact Windows
FACTORY DIRECT SINCE 1969
COMPLETE HURRICANE PROTECTION SOLUTIONS
1862 Dr Martin Luther 10ng Blvd
Riviera Beach,R 33404 800.643.6371
Property Information Building Information
Owner: LEWIS,STACY Wind Zone: 160 MPH.
Address: 18706 TRANQUILITY BASE LANE Exposure Category: C
PORT SAINT LUCIE,FL 34987 Minimum Building Dimension: 40 ft.
Mean Roof Height: 15 ft.
Risk Category: II
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Design Pressure Calculations
Opening Location Device Device Device Max Positive ILMax Negative
Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf)
1 Int 49.75 50.5 7 32.3 -35.1
2 Int 26.5 43.5 7 33.5 -36.3
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Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code.
Page 1 of 1
e
Opening Anchor
Unit No.
Wall Size Shutter Shutter Shutter Storm Bars Spacing VERT/ Storm panel
pressure Width Height Span Req'd HORIZ Bolted Y/N
W x H Top Bottom
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1 -35.1 49.75" 8ox.
56.375" 22" 22" N/A VERT NI
23.251 6„ox.
2 -36.3 23.5”x 35.5" 26.375" 43.5" 43.5" N/A 12oox. VERT N
12"ox. I
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BiHNP00,P.E.9EASTERN METAL SUPPLY MAXIMUM ALLOWABLEN° O12" CLEAR BERTHA STORM PANEL(HVHZ&NON-HVHZ) DESIGN PRESSURES: =LL? aEAS NOTED IN DESIGN THE CLEAR POLYCARBONATE PANELS APPROVED SCHEDULES ��0� 9FL .....INTHIS DOCUMENT MAY BE INTEGRATED WITH 'ALTERNATE STEEL/ALUMINUM PANEL ///'!`5111 79
a���.nosAPPROVALS PROVIDED THE MINIMUM DESIGN NOTES: ro.AmmT�LLYINSTALLATION CONDITIONS OUTLINED HEREIN WIDTH UNLIMITED POSITIVE&NEGATIVE ASD DESIGN PRESSURES FOR USE WITH THIS 's""LLRD °1ulsL A Pwl�ARE NOT EXCEEDED (PERP.TO PANEL SPAN) SYSTEM SHALL BE D ED ON A SITE-SPEC FIC BASIS ANDT11m Ut1Ol1�IPWIDTH UNLIMITED COMPARED TO LIMITING FACTORS AS STIPULATED HEREIN.THEY SHALL11 vTOP MOUNT(CONN BE CALCULATED IN ACCORDANCE WITH THE GOVERNING CODE
TOPMOUNTTYPE AS REQ'D) 7YP REQUIREMENTS&W ACCORDANCE WITH ASCE 7-10 AND CHAPTER 16091(CONNASREQ'D) SECTIONSECFIONS OF THE FLORIDA BUILDING CODE.THEY SHALL BE LESS THAN OR EQUAL EVGINETATiTO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUESouluae A SEALLISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. rsAcmr Pi1^•
TOP&BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD E9 ID N
PLAN VIEW CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR Q0
HORIZONTALLY AS APPLICABLE m
I
PLAN GENERAL NOTES: Wul "NLL �
1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN /n °W U
ACCORDANCE WITH THE
E REQUIREMENTS OF THE FLORIDA BUILDING CODE Y Q Q LL
SIXTH EDITION(201 FOR USE INSIDE AND OUTSIDE OF THE HVHZ,PER TAS N LLI =o
201,202 EDITION
AND ASTM E330 ES(IBG&E1996 TEST PROTOCOLS. t
aJ m,4 a CONTRACTOR SHALL INVESTIGATE AND CONFOIRM TO ALL LOCAL BUILDING Z m
m CODE AMENDMENTS WHICH MAY APPLY.DESIGN CRITERIA BEYOND AS STATED W w
0 o HEREIN MAY RE DIRE ADDITIONAL SITESPECFlC SEALED ENGINEERING.
MOO 2. NO 33.1/3 INCREASE IN ALLOWABLE STRESS HAS BEEN USED 1N THE 3 I�--
DESIGN OF THIS SYSTEM. N K
10 3. THE ARCRTECTANGINEER OF RECORD FOR THE PROJECT 0 W
JE '0 w SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE m
V, FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH
.91
��� I uw m SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR.
m IQ 4. SEPARATE'SITE-SPECIFIC SIGNED AND SEALED ENGINEERING SHALL BE m
2§
m LL REQUIRED IN ORDER TO DEVIATE,INTERPOLATE AND EXTRAPOLATE FROM
LARDS,DEFIECTIONS,OR SPANS CONTAINED HEREIN.CONTACT THIS w m
ENGpJC_R AND VLSITTHEEREINALTERNATE S ACCOMPANYING DIGITAL INFORMATIONS MAY BE TION REFERENCEDH PAN Y
S. THE SYSTEMDETAILED HEREIN GENERIC AND DOES NOT�
PR°VIDE a c a! 0
p R0.297" INFORMATION FOR A SPECIFIC SITE.FOR SITE CONDITIONS DIFFERENT FROM 0 V
y I THE CONDITIONS DETAILEDHEREIN,A LICENSED ENGINEER OR REGISTERED In Sag l7
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN
CONJUNCTION WITH THIS DOCUMENT. Q O n a
6. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED Z p� V
.. ..... . . . . ... .... .... / PRESSURES DIVIDED BY A 1S SAFETY FACTOR. l3uj p
FIELD DR1lLED n
/ PANEL HOLES SHALL 7• ALL FASTENERS TO BE 3'SD OR GREATER SAE GRADE 5 UNLESS NOTED E c
BOTTOM P. NOT EXCEED THE OTHERWISE.FASTENERS SHATBE CADMIUM-PLATED OR OTHERWISE < -
MOUNT((CONN BOTTOM MOUNT \ I 1 w LIMITATIONS CORROSION-RESISTANT MATERIAL AND SHALL COMPLY WITH*SPECIFICATIONS 1Y m m 0
AS REQ'D) FOR ALUMINUM STRUCTURES'SECTION 7.3.7.2 BY THE ALUMINUM
(CONN TYPE AS \ l SHOWN IN THESE n
ARCH TOP REQ'D) \ / DETAILS AND SHALL ASSOCIATION,INC.,&ANY APPLICABLE FEDERAL,STATE,AND/OR LOCAL v 3
STRAIGHT TOP \0.578' / CODES. a 11
NOT HAVE ANY 8. ALL STORM PANELS SHALL BE CLEAR POLYCARBONATE,t-0.100°AND p
MAY BE AT TOP,_ 0.625" /BREAKS CONFORM TO THE SPECIFICATIONS LISTED HEREIN.
1 TYPICAL VERTICAL MOUNT ELEVATION &BOnOM DGE OF PANEL 9. ALL�UMINUMEXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY OR
BETTER.UNLESS NOTED OTHERWISE
10. CONCRETE ANCHORS NOTED HEREIN SHALL 0E EMBEDDED TO
NON-CRACKED CONCRETE ONLY.INSTALL ALL CONCRETE ANCHORS PER c
N.T.S. ELEVATION iK
/ MANUFACTURER'S RECOMMENDATIONS.
RESPONSIB yq py
L \\ ME THE CONTRACTOR LSRESPONSIBLE TO
E PROTECT a ppG
16.305 I 12. ENG FROM DISSIMILAR MATERIALS TO DAT PREVENT STRUCTURAL
DE t @&q&q
I 12. ENGINEER SEAL AFFIXED CIFI TO VALIDATES STRUCTURAL DESIGN AS Q 4
O D 1.2601 SHOWN ONLY.USE OF THIS SPECIFICATION BY CONTRACTOR,eL al. u
1`7 INDEMNIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COST&DAMAGES Q�
IN
LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL &t (-
FABRICATION SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND THAT 999 R
(\1.2 / O.625 WHICH IS CA('F°FOR BY LOCAL,STATE,&FEDERAL CODES&FROM y II
�j DEVIATIONS OF THIS PLAN. (p( 1
•� \ _ —f 13. DLCEPf AS EXPRESSLY PROVIDED HEREIN NO ADDITIONAL
34 MINIMUM POLYCARBONATE PANEL PROPERTIES FOR USE WITH THIS APPROVAL• R�•�g CFRTIFIGTIONS OR AFFIRMATIONS ARE WTENbED.
SPEOFlCGRAVIIY L20 WCC ASTM D792 MAY BE AT TOP 14. ALTER ATIONS,ADDITIONS OR OTHBL MILRIONGS TO THIS DOCUMENT �mBQ
ARE NOT PERMTI'fID AND INVAL.EDATE THIS CERTIFICATION. B
TENSILE YIELD STRENGTH 8700 P51 ASTM D638 E &BOTTOM 15. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF(1)LABS.
FIEXURALSIRENGTH AT YIELD 12500 PSI ASTM 0790 OF PFR PANEL.COMANJNG THE FOLLOWING INFORMATION:
FLEXURAL MODULUS 340000 PSI AAM D790 PANEL. - EASTERN METAL NT+FLY,INCA BBB
WEST PALM BEACH FL mmna8-64 ocosm
NOTCHED QOD 28 FT{B/IN ASTM 0256 TAS 201,TAS 202 TAS 203
SMOKE DENSITY 75 MAX ASTM p2843 ASTM E330 ASTM E1886&ASTM E1996 - 18'6492
RATE OF BURNING G1 CLASS MAX ASTM 0635 FLORIDA PIIODt1C1'APPROVAL NUMBER
SELF IGNRION 650 DEG.F ASTM D1929 e-•,-1xTS � °
`ll llll llllll,//!IY
OVERLAP=2.576-
-�2.000•t- -2.000"r u.-:Dmrox 9 '•,�c
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1.003"
C, tag D.n° a� uz9D umD
w=
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F--4.749'--1 F--4.749"-'•( zmT zam zwD zlzs w e Qaes 1x eta �T
12.000'PANEL COVERAGE zwn Ew6. zDDO z.yx zDm zmn znss o.m,J z000 Nib •������
" YA9nR D E.9pJt. I-QA00� - 14uMQ41 >A tib l• llA``
1
0.100,THICK PANEL ♦-10%TOLERANCE 2 w-c0.oR-�1o0 µu 3(w-•caE�AD'Ra ` BWUInLD;OnUT•U•HEADER B�D-ooLlm-AyoT'U'HEAD uu j:_B3UC1LLO-ODUT•U'HEADER 6 AN gf_F,D AwN 5 STU��ANGLE ®9I 9�WLOR tp
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LYm
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alt] 7 a9m 1E0t OISD N 0240 D 2' a 1.961 1100 L990 GDUL SIQIRTIRO.SPAL
06.9 OEm ANCMAS PFR [a t COPY
nM0e9 0 S a9m Loll , __ _ �0m0 WF'I[L"f10N TYFE HD /Il
DFAER ' E.;! N
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to PJOI DIRSEEAMHORECTI �� a •HPa SOIEDLLES ' RUSH'MH Nang .i S
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3'BUI"SCK �t2o-BVI GOUT'F-TR,AwCY fo-BUILwD eE� 7 monCeiaµyy VERSED B ••�C�Ea TRACH B AaLTC0.F NGL 'N AHEERED WNGYUTy ALT.BUILD-OUT OPTION AMLE,TYP. KEYHOLE WASHER �N W� �j LL �
(w-cAOn-nl ALUu V( WL ]01 µuY uuu
MINIMUM STORM PNELSEPARAMON W DN 3: D:
FROM GLASS(HVHZ,WIND20NE4& SCHEDULE 2: ALLOWABLE PANEL ZQ �:e x
ESSENTIALFACILTNLS SPANS (NON-HVHZ ONLY) SPAN SCHEDULE NOTES: C7 oLm
SCHEDULE 1: MAXIMUM 2"CLEAR PANELS _ I. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD Z D�n 9
ALLOWABLE PANEL PRESSDESIURE SPANGN ALLOWABLE
Bax) (LESS THAN 305 GREATERTTHN 31Y NSTALLA71ON INSTALLATIONS MINIM(WIND ZONE ESSENTIAL FACILITIES) ALLOWEABLE STORM PANEL SPANSTENER SPACING TO.SCHEDULE IS AETERMINE MUM CCEPIABLE W $;y W alI
(PSF( ABOVE GRADE ABOVE GRADE FOR USE WITH POSMVE LOADS LESS THAN OR EQUAL TO M&s m
SPANS (HVHZ& +/-21 13ZOin 10.50 In 9.751.2 MAXIMUM
NEGATNE DESIGN LOADS. �o O
NON-HVHZ) PRESSURE ALLOWABLE INSTALLATIONS LESS INSTALLATIONS GREATER 2. LINEAR INTERPOLATION BETWEEN LOADS IS
+/-26 120.01.2 SO.00 In 9.251.2 SPAN(Lmaf) THAN 30'ABOVE GRADE THAN30'A ACCEPTABLE,OTHERWISE USE NEXT HIGHER LOAD.
+/-31 108.5 In 9.50 In 850 in (PSF)
2"CLEAR PANELS - %.51n 9.00 in B.00In
144.0 1n 10.25 in 7.001n GLASS SEPARATION NOTES:
+/-01 84S In 8.501.2 7.251.2 +/-00 133.01 1 9.751n 6.251n a a p LL
73.0 In 9.00 In 6.751.2 122.0In 9.501n 5.50 In 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD p
+/•51 6LO In 7.501n 6.00 in +/-SO 111.0 In 9.00In 1 4.751n TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE UI 0
OPENING TO BE PROTECTED. � g O z
+/•56 4951n 7.00In 5.751.2 +/•S5 100.01n B. In 4.00 In 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE a IN Q 9
+/-60 40.0In 6.SDin 4.751. +/{0 89.01n &OO In 3AD In LOADS ONLY.INTERPOLATION BETWEEN LOADS IS t
-SEE SHEET 4 FOR ANCHORAGE OPTIONS f v o
SPANSANDSEP.FROM GLASS LISTED INTHISTABLEARE ONLY APPLICABLE FOR
CONNECTIONTYPES CIND CZ ONLY. OUTSIDE OF ESSENTEAL FACILTTIE5 IN ASTM WIND ZONESI W
-"H'HEADER,'U"HEADER AND'C3'CONNECTION OPTIONS SHALL NOT BE USED THROUGH 3,THE GLASS SEPARATION SCHEDULE IS NOT
1 WITHTHISTABLE REQUIRED AND NO MINIMUM SEPARATION FROM THE
-MINIMUM PNELSPN 1536.0".UTILIZE GLASSSEPARATION FOR 89'SPAN TER PROTECTED OPENING IS REQUIRED. o
-20SIDEWAIx OR
FOR SPANS LESS THAN SHOWN IN TABLE O
F9AODHB BOLT B
exIS
WASHER®WWQIUfO YnNDOWDOW
N O.G TVP.
1 0.25"MAX. a
is"GALV.STEEL Bert q
MTE aR1 113
686]-T6 0RJ� DRE3Gc2S
AWM ANGLEFBMWWwRA,,IENG
FXISTf11G CONCPETE OVHOAP OF WALL BEIDID 6
SHALL
HOLlOWB10O(Olt BE L.51( B
vA00ERAMING rnEATERnuw KURD-Otif , �g12
1.000" WALL MOUNT ODSURE DETAIL DISTA9NE,TIP. O LLBgBq;;
4°MAX. OVERLA12
P D N.T_
/A\CDRNERCLOSURE DETAIL
' o.ss"Max.
EIOSTING BAY WINDOW p pllj0(flBRo pa 584
YIODD FRAMD9G. 3.820'
BUILD-0UT mwaaD rxAMraG SPEAtggR �����.
MAX.y DISTANCE SMUCI CLURE
E BAS®ox TYFE OF
1.000" 0.25"MAX.
OVERLAP AWM.AN(RE(SEB�L 1.000' HGMizB���
F.'"SIDENALx OR FASTENER O 3B'O.G FDI(DESIQJ
MA6@EBO.TB mn 18-6492
WASIENEa WiNGtARY2A• 1.500" LESS nun OREWµTO so EMBED
O.C.WP. MIN.
1.000' COSTWG CON@ETE FASiB1Bi®18'O.G FOR DESIGN LOADS lae THAN 0R BWLt NTB UNLESS NOTED
>e GA.fJLV.S1EFL HOLLOW&DIX OR WOOD EQUALTO W PSF
Bert MwrEaa z'zx'x
14"MAX. EMBED E'R W.SEEAFOIOR s
s .125'aoBSTe ALUK SOI�lIlE 6lSm ON TIPS ,:1 KURD-Wf NouNT CLOSURE DETAIL
/ R ER CLOSU'DETAIL /1 TRAP MOVRT CLOSURE DETAIL OFSTRUCTURE,
AN LE N.T.S. 1.500
N.TS.
MIN.
EOOSnMG CWORETE HOLLOW Elm, i i 1l i RCNAR00.P.E.
PANEL CONNECTION OPTIONS PENE�An01, w� I L UP
ORSNNS COXNRTI YP
TE O0.EMSEO. C/ $ FORMAM. `.� ••� g
CZ samulEFOTNAx
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6 RErslaucEARa,GR �o.,aE• y��'.�pE� _
/@890 0.35• ^*:• -
r AL
MADIQOLLY
ON
FORMSMYI.RENWIIN
AT.ANYQtID
ANSImYM»Olm tl�
EOOSTNiT. 1 EMSW4 I 10ITK9GXA0•T{RiEOM SHEETS
!IS ON
GLASOCORS OR G pOOR 4 GLASS DOOR GOALSMOULTIRE iEDR.
-\ IIn53—.
4.J
MIN.GtAss SEPAM770X �Tx
AIN.CUSS SEPJAATtON <� PERSCNEDUlE MIN.GLASS SEPARATi
PEiI ON� C
SCHEDULE g PER SYOfEOULP 'M
Mt$TG fififis 4�ff E LL® µm 5
IN Rt V y
19
O.sOC `iEJ.Y(7 �y z
5 _ W sssnm W g�w
M0E• 8
ENEED. .xxct)OxrY, nsieYERy 3
E7OSSiMMs EYE. EUSYINO AT 12•QC U)W W
EMBEmasnwD. Y'-20•f;•5.5.xND asmg;oomm OR REFEROIO?AN _ NOlOWat
y SCMFOUlE FO0.NAM. BMAGk OR WOm � Ok rym� Nw
HOLLOW EI�LOIEEYOE (•PAIR EISTBIEf1.1 WOOD cm.SISEE CJ. SP.1CA'G P6HIEMCE ANCIIDIE O
WOOOFRAMOMG.sEE AT l2.O.C. ON 0.tF SM N
ANCHOR soH WISP ON ��S��IM41'I.PE) C2 .A»tRE FORAa.
OYTYFEOFSOfUCNRE SPAC016 C
P WALNOUNTUECAON RgglgXE ALT.WAtl MOUMR SECTION UUILD-0UT NOUNI'SEL-00, J
C IN
NTS (TOP OR eO1TOM) C2 5CN®ULE POR NAK (TOP OP OR BUrfOM) o ORUC7YDM) J q
�R SPACING 0. O
g CS V O
y
GS'INS
ONIOtEYE HOO WLIX LORWOODFRAPOMa SIM
p rc
ANOiOR sOiEO.aAsm ONi'YPEOf S'LPtICfURE wL y'E OR AMM 9'ad
WOOD FRAMENG.SEE
AN01d{ScH D.EASE . p
ON,MI O}sRN1LTURE.
cowwM IWII V m
LL3 N 6
RERRENCEANCNOR a
C3S�UwFORMAY, yrt
EMSEDF
ss siw nAx �W EMEeO au• G, y@ppy
Ef NAM x
GLASSOR
I
Z'L)YA$T
1Y
MAYE Ia4T�A�:j iGS . tttS8 yiYt$0FF
;;¢aEEtltl{{
'�� • 1� 0
O1S
NAM.
GNNfiR EY4lAtellx[i 06MSS•
GLAS
_ MIM. SSP�"TION 18-64.92
PER SCHEDULE
ENeED, GONN ANCMOIt SCAMINTSUNIAMMOTBD
ANDX)Q SOW.EASED C3 �IE wRMA,L ALT.CEILINrynDo0.MOUNT smnam �-
m ON TYLE OF STRLCNRS. M('$
M CEDINGIFLODR MOUNT SECTION (TOP OR BOTTGX)
Nis (TOP OR UORON)
-
0,h
ANCHOR SPACING (FOR SCHEDULE 1 - HVHZ &NON-HVHZ):
2'CLEAR PANELS ;
EDGE DISTANCES AS NOTED = •�• OI
EDGE DISTANCES AS NOTEDLOADSpans Up To 3'-4"(401 Spans Uo To r-0"(84') ans U To 11'-0" 132' *' W=
�� Spans Up To 34"N'I an.UD To r-0"(84'3 ans To IV-0" 132' x ANCHOR (pm CONNECTION TYPE CONNECTION CONNECTION TYPE
rn CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE C] C2 p Cl C2 C3 CI C2 C3
' ..._.-
i ANCHOR (Ds0 CI C2 C3 Cl C2 C3 CI C2 C3 1/4'ITW TAPCON WITH 1-3/8'THREAD 21 12.0" 12.0" 12.0' 12.0" 32.0" 12.0^ 12.0" 100"
114'TTW TAPCON WITH I-3/4'EMBED AND 21 12.0•' 12.0" ILO" 12.0" 12.0" 12.0" 12.0" 12A" 12.0" PEN.AND 3/4'MIN.EDGE DISTANCE 12.0" 12.0" 12.0" 12.0" 12.0"
I-1/2'MIN.EDGE DISTANCE(3192 psi MIN 31 12.0" ILD" 12.0" 12.0" 12.0" 12.0" (G-0,42 MIN)
q1 12.0" 32.0" 12.0" 12.0 12.0" BO" p 9�1>tsl6
CONCRETE) 41 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" tl� ILO" 22.0" 12.0" rer3s NATOF 11 mGRIJ1Y
SI 12.0" 12.0" 12.0" 60 12.0" 12.0" 12.0" xprap saP,Stuu�Dlw�x
1/4"ELCO ULTRACON WITH 1-3/8'THREAD 21 1L0" 12.0" 12.0^ 12.0" 12.0" 12.0" 12.0" ILO" 10.0" IGItµroPwy AP��
60 12.0" 12.0" 12.0" olTpa powTaxr
1/4-ELCO ULTRACON WITH 1.3/4'EMED B21 12.0^ 17-0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" (G=012.0" PEN.AND.42 MIN)MIN,EDGE DISTANCE 31 12.0•' 12.0" 12.0" 12,0" 12.0" 13.0" xorxnxsmnra
MIN) ql SRO" 12.0" 12.0" 1L0" 12.0" 8.0" M•�m vnxae6 xp
AND MIN.EDGE DISTANCE(2846 psi MIN 31 12.0' ILO" 32.0" 12.0" 12.0" 12.0" U-� tmwsR:xuuxa ox sxar T
CONCRETE) p� 41 12,0" 12.0" 12.0" 12.0" 12.0" 12.0" 51 3L0" 12.0" 12.0"
60 IL0" 12.0" 12.0"
51 12.0" 12.0" 120" 9pYATuxa ASW,
,D 60 12.0" 1L0" 12.0" 1/4'ELCO PANEIMATE(FEMALE,MALE,or 21 12.0" 12.0" 12.0" 12.0" 12.0" 12.0"1/4"ELCO 12.0" ILO" 12,0" g' SAO001' s'�r
PLUS)W/1-7/8'EMBED AND 3/4'MIN. 31 12.0" 32.0" 12.0" 12.0•' 12.0" 12.0" V)N
PCU)W/ -EMBED A(FEMALE•MALE,a 21 12,0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" o
EDGE DISTANCE(G=1.54 MIN.) 41 12.0" 12.0" 12.0• 12.0" 12.0" 12.0" .a V
PLUS)W/2-EMBED AND 2-112'MIN.EDGE 31 12.0" 12.0" 12.0" 12.0" 12.0^ 12.0" Z e
Y DISTANCE(3350 PSI MIN CONC) 41 12.0" 12.0" ILO' 12.0" 12A" 12,0" O * u. � �� 51 12.0" 12.0" 12.0" 0T,1 UI m �+SO
Z 51 12.0" ILO" 12.0" O 60 12.0" 12.0" 12.0" Wy� u
O 60 12.0" ILO" SRO" O 1/4"TTW TAPCON STORM GAURD W/1-3/4' 21 12.0" 12.0" 12.0" 12.0" ILO" 12.0" 12.0" ILO" 30.0° W Gy!L w
v 3 EMBED AND 1-1/4'MIN.EDGE DISTANCE 31 12-0" 12.0' 12.0" 12.0" 12.0" 11.0" x
EMB D AND CON2-1/STORM GGE DIST NCE 21 12.0" 12.0" ILO^ 12.0" 12.0" 32.0" 12.0" 12.0^ 12.0" W1.
(G-0.42 MDI) ql 32.0" 12.0" 12.0" 12.0" 12.0^ B.O" Z1 Dw U�'
EMBED AND 1-1(4'MIN.EDGE DISTANCE 31 12.0" ILD" 12.0" 32.0" 120" 12.0" aL � 4:
(3295 pM MIN CONCRETE) 41 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 51 12.0" 12.0" 12.0" E9 9<6 111'o
.L 51 12.0^ 12.0" 12.11. 60 12.0•• 12.0^ 12.0' z�7 Qu CO
60 I2.0" 12.0" lt0" =22.0'
1/4-20 PANEINATE INSERT WITH 1-5/8' 21 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 11.5^ {(u� OON
EMB®AND 3/4'NLN.EDGE DISTANCE 31 12.0" 12.0" 12.0" 12.0" 12.0^ 12.0"
114-20 ALL POINTS SOLID-SET WITH 71W 21 12.0" 12.0" 12.0" 12.0" °u•'WEMBED AND 1-1/4'MIN.EDGE DISTANCE 31 120" 12.0" ILO" 12.0" (G=0.42 MUT.) b"P31133P 41 12.0" 12.0" 12.0' 12.0" 12.0" 9.0" 3 " O3000 I MIN CONCRETE * . 2.012.0N W( Ds ) 41 12.0' 12.0" 12.1" 12.0"5112.0" 12.1^ 12.1" 60 ILO1x.0^ 12.0' 0 W60 12.0" 12.0•' 12.0" 1/4'WOOD OR LAG SCREW WITH 1.3/8' 21 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 9.5" eNi
MIN THREAD PEN.AND 3/4'MIN.EDGE 31 12.0" 10.5'
DISTANCE(G"OA2 MIN.) 41 12.0^ 12.0" 12.0" 320" 1 12.0" 1
R�m.�.m.....� 51 ILO" 12.0" 12.0^
60 120" 12,0" 11.0" r Zw !a7q
EDGE DISTANCES AS NOTED d ¢o LL
e ri
LOAD
Spans Up To 3'-4"0W) Spans Up To 7'-0"(847 Spans D To 11'-0" 132• ANCHOR NOTES: `0
d ANCHOR CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE U) H O
x (ps) CS C2 C3 CS C2 C3 CI C2 p J I j N O=9
1. ANCHOR SCHEDULE APPLIES XIALL ALLOWABLE
CERTIFIED D PRESSURES
BUT ONLY PROVIDES MAXIMUM Q u� rn 9 od
1/4•ITN TAPCON WITH 1•EMBED AND 2• 21 12.0" 12.0" 12,0' 12.0" 12.0" 11.0" 12.0" 12.0" 7.0" ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOLYABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE II...... "T
MIN.EDGE DISTANCE(1900 Psi MIN CMU) 31 12.0" 12.0" 12.0" i2.0" 12.0" 7.5" SHALL APPLY. 111 FJ w
41 12.0" 12.0" 12.0" 6.0" 9.51• 5.5" 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING,THE EXSTING STRUCTURE MATERIAL,& n o •D.
ANCHOR TYPE.
DESIGN
OAD GREATER THAN OR
m UAL TO NEGATrVE DESIGN LOAD ON SHUTTER AND cr
60 12.0^ 12.0" 8.0" SELECT SPAN GREATERE THAN OREQUALTO HATTER SPANSELECI'CONNECTION TYPE BASED ON APPROPRIATE
114-ELCO ULTRACON WITH 1-1/4'EMBED 21 12.0" 12.0" 12.0" 12.0" 12.0" 11.0" MOUNTING CONDITION(SEE MOUNTING DETAILS ON SHEET 3 FOR IDENTIFICATION OF CONNECTION TYPE).
S J AND 1•MIN.EDGE DISTANCE(1900 psl MIN 31 12.0'• 12.0" 12.0" 12.0' 12.0" 7.5" 3. "PANEL FASTENERS'ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS(•F"-TRACK, -� o
S CMU) 41 12.0" 12.0" 12.0" 6.0" 11.5" 5.5" STUDDED ANGLE,ETC.).-PANEL FASTENERS'SHALL BE SPACED AT 12.O.C.ALL END PANEL HOLES SHALL HAVE 'a
5 51 12.0" 12.D^ 9S PANEL FASTENERS,TYP. 0
60 12.0" 12.0" B.0" 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.
O 1/4-ELCO PANELMATE(FEMALE,MALE,or 23 12.0" 12.0^ 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 11.0° S. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK.
PLUS)W/1-1/4-EMBED AND 2'MIN.EDGE 31 12.0" SRO" 12.0" 12.0" 12.0" 11.5" 6. MINIMUM EMBEDMENT'SHALL BE AS NOTED IN ANCHOR SCHEDULE.
V° DISTANCE(2000 psl MHN CMU) 41 12.0" 12.0" 12.0' 12.0- 12.0" 9.0" 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. $ F
51 12.0" SRO" 12.0" WALL FINISHES SHALL BE LIMITED TO 1/4"MAX OR SHALL BE VERIFIED BY OTHERS TD ADEQUATELY TRANSFER x
O LOADS TO HOST STRUCTURE 6
60 12.0" Mo. 32.0" 8. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN-CLACKED CONCRETE ONLY.
C 1/h20 ALL POINTS SOLID-SET WITH 7/8' 21 ILD" ILO" 1L0' 32.0" 12.0" 11.5" 12.0" 12.0" 7.0" g
3 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT :
oo EMBED AND 1-1/4•MIN.EDGE DISTANCE 31 SRO" 12.0" 12.0" 12.1" 12.0" 7.5" FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT PLYWOOD. FASTENING TO PLYWOOD IS a
J (180D psi MIN CMU) 41 12.0" 12.0" 12.0" 12.0" 12.0"i S.5" ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
51 _T.0" 12.0" 9.5" 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER SHALL BE LOCATED IN CENTER
Z a' d 60 ILO" 12.0" 8.0" OF NOMINAL 2'X 4'(MIN,)WOOD STUD(3'q"EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING).WOOD STUD
tlB
SHALL BE G-0.42 OR GREATER DENSITY,U.N.O.LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. � 6$
11. REMOVABLE ANCHORS ARE: ELCO PANELMATE,ALL-POINTS SOLID-SET.
12. MACHINE SCREWS SHALL HAVE 1/2•MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY
HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD(SIDEWALK BOLT)U.N.O.
13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. mvnosxrom®mc op'm-
I4.(ID DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 1B'649Z
15.* DIRECT MOUNTING CONDITIONS.
16. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. SCALEe NTSUNLES6NDTED
17. PROVIDE KEYHOLE WASHER FOR 1/4-20 SIDEWALK BOLTS(OR TRUSS HEAD SCREWS)
P.E.
EDGE DISTANCES AS NOTED �♦-1 �'•,.••.•'!'I
ANCHOR SPACING (FOR SCHEDULE 2 - NON-HVHZ ONLY): rG ro To 3'-0 5 nsU o Spens UO To 32'D" C•`.GENS
2"CLEAR PANELS SANC100. MAD CONN TYPE CONN TYPE CONN TYPE Q 1
(VST)
X cl C2 Cl C2 Cl C2 1:Q�
pO P
EDGE DISTANCES AS NOTED 1/4'TTW TAPCON WITH 1-3/8'THREAD 35 12.0" 12.0" 12.0" 12.0" 12.0" 12.0^-is =LL
G n s " - PEN.AND 3/4'MW.EDGE DISTANCE 40 12.0" 12.0" 12.0•' 2i2:-5"5i
2.0"
LOAD CONN TYPE TIPE CONN TYPE :*1,
(G.0.43 MIN) 45 12.0" 12.0" 12.0" 12.0"
_ ANCHOa (VSC7 Cl U CI C2 cl cz 50 12.0" 12.0^ 12.0^ 12.0-
1/4"
2.0^ '�,c1•'•, SATE OF
1/4'IT'N TAPCON WITH I-3/4' 35 12.0" 12.0" ILO" 12.0" 12.0" SS 12.0" 12.0" 12.0^ 12.0"
EMBED AND 1-1/2'MIN.EDGE 40 12.0" 12.0" 12.0" 12.0" q--"0i" 60 12.0" 12.0" 12.0" 12.0"
D15TANCE(3192 psi MW 45 12.0" 12.0" 12.0" 12.0" 1/4'ELCO ULTRACON WITH I-3/B'THREAD 3S 12.01' 12.0^ 12.0" 12.0" 12.0" 12.0" '�.FS'SIONA�.� Is rAATu:`o�ccrAu,
CONCRETE) s0 12.0" 13.0" 120" 12.0" PEN.AND 3/4'MIN.EDGE DISTANCE 40 12.0" 12.0" 12.0" 12.0' '//1111{I TLV\\ rA{sWlPerwxd
ALN4A4r,APAsrrtm
55 12.0" 12.0" 12.0" 12.0" (G-0.42 MIN) /S 32.0" 12.0" SLD" 12.0" ornmmauort
M-� 60 1x.0•• 13.0" Iz-0'• lz.o^ 50 12.0" 13.0•' 12.0^ 12.0"
4Im i4RliiMNle6 W
EMBED
AN UI'MIN.EDGE
1-3/4-TAN 35 12.0" 12.0•' 12.0" 12.0" 12.0" ILO" 55 12.0" 12.0" 12.0" 12.0^ ,usnauTOPewsHE1T1
EMBED AND 1'MIN.EDGE DISTANCE 40 12.0" 12.0" 12.0" 12.0" 60 12.0" 12.0" ILO" 12.0"
(2846 psi MIN CONCRETE) 45 12.0" 12.0" 12.0" 12.0" 1/4"ELCO PANELMATE(FEMALE,MALE,or 35 12.0' 12.0" 12.0" 12.0" 12.0" 12.0" StauluWes
50 12.0" 12.0" 120" 12.0" PLUS)W/1-7/8'EMBED AND 3/4'MIN. 40 12.0' 12.0" MO)" 12.0"
55 12.0" 12.0" 120" 12.0" EDGE DISTANCE(Gm0.54 MIN.) 45 12.0' 12.0" 12.0" 12.0" .Nt
60 1x.0' 12,0" 12,0" 12.0" 50 ILO" 12.0" 120" 12.0- Z V =_
{Y 1/4'ELCO PANELMATE(FEMALE, 12.0•' 12.0^ 12.0" 13.0" 12.0' 0 55 12.0" 32.0" 12.0" 12.0'• ¢T®I� W M
ar MALE,or PLUS)W/2'EMBED AND 40 12.0' 12.0" ll0" 12.D" O 60 12.0' 12.0" 12.0" 12.0" W Y1 v?LL s
2-12'MIN.EDGE DISTANCE(3350 1L0" 12.0" iL0" O 1/4'ITW TAPCON STORM GAURD W/1-3/4' u- LLUl
fi psl MIN CONC) 50 12.0' 12.0" 120" 12.0" 3 35 12.0' 12.0" 3L0" 12.0" 12.0^ 12.0" W _ w n
55 SLD" 12.0" 12.0" 12.0" EMBED AND 1-1/4'MIN.EDGE DISTANCE 40 12.0" 12.0^ ILO" 12.0" nW
(G=0.42 MIN) 45 12.0" 12.0" 12.0" 12.0" Zr-
55 fj QV s�x`
60 SLO" 12.0" 120" 12.0" 50 12.0" 12.0" 12.0" 12.0" [7 9<,,
1/4'IrW TAPCON STORM GAURD W/ 35 12.0^ SLD^ 12.0" 12.0" 12.0" SLD' ' 55 12.0' 12.0" 12.0" 12.0" Z p
1-3/4'EMBED AND 1-1/4'MIN.EDGE 40 12.0' SLD" 32.0" 12.0" 60 12.0" 12.0" 12.0" 12.0^ W
DISTANCE(3295 Psl MW CONCRETE) 45 12.0' 12.0" 12.0" 12.0" 1/4.20 PANELMATE INSERT WITH 1-5/8' 35 32.0" 12.0" 12.0" 12.0" 12.0" 11.5" $ W SL=s
50 12.D" 12.0^ 12.0" 12.0" EMBED AND 3/4'MIN.EDGE DISTANCE 40 12.0" 12.0" 12.0" 12.0" W5.1
z
55 12.0" 12.0" 12.0" 12.0" (G-0.42 MIN.) 45 12.0" 12.0" 12.0" 12.0" W 1
60 12.0' 12.0" 12.0" 12.0" 50 12.0• 12.0'• 12.0" 12.0" ,Q C7
1/4-20 ALL POINTS SOLID-SEf 35 12.0' 12.0" 12.0' 32.0" 12.0^ 12.0" * 55 SLD" 13.0" 12.0^ 13.0"
WITH 7/8'EMBED AND 1414• 40 12.0• 12.0" --- 12.0^ 60 12.0^ 12.0" 12.0" 11S'
MIN.EDGE DISTANCE(3000 psi 45 12.0" 12.0" 3LD" 12.0" 1/4'WOOD OR LAG SCREW WITH 1-3/B' 35 12.0' 12.0" 12,0" 12.0" 32.0" 11.5^
MIN CONCRETE) 50 12.0" 12.0" 12.0" 12.0" MIN THREAD PEN.AND 3/4•MIN.EDGE 40 12.0" 12.0" 12.0" 12.0" -'
q 55 12.0" ILD" 12.0" ILO" DISTANCE(G-0.42 MIN.) 45 13.0" 12.0" 12.0" 12.0" -}L wo
�1 60 12.0" ILO" 12.0" ILO"RE50 12.0" 0-
K o.
ss 120^ " N
1 N2
60 0 V
11.51• R o m P 9.
EDGE DISTANCES AS NOTED ANCHOR NOTES: `j W
�) 5 4roU To 3-0-"Sm.U Tal-0 Spans Up To12-0 f O
LOAD CONN TYPE CONN TYPE CONN TYPE 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES MAXIMUM ALLOWABLE
0 ANCHOR (ps0 ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. a
= Cl cz Cl C2 Cl C2 $ 0"2
8 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING,THE EXISTING STRUCTURE MATERIAL,&
AND2/4'2-V IN.EEGOON WITH 7•EMBED 35 12.0" 12.0" 6.0" 11.5' 6.0" 6.0" ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND
AND 2'MIN.EDGE DISTANCE(1900 40 12.0" 12.0" 6.0" 100" SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.THIS SHEET APPLIES TO CONNECTION TYPE'Cl-AND'C2' p
DN MIN CMU) 45 12.0" 1i.0" 6.0" 9.0" ONLY(SEE MOUNTING DETAILS ON SHEET 3 FOR IDENTIFICATION OF CONNECTION TYPE).-H"HEADER AND-U" N
50 12.0" 12.0" 6.0" 8.0"
HEADER OPTIONS ARE NOT APPLICABLE FOR THESE TABLES.
55 12.0" 12.0" 6.0" 7.0" 3. ANCHORS SHALL BE INSTALLED W ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.
q--� 60 12.0'• 12.0" 6.0" 6.0"
m 4. HOLLOW BLOCK HOST STRUCTURE SNOT CONFORM TO ASTM UL BLOC). �+z
U4'ELCO ULTRACON WITH 1-U4' 35 12.0•• 12.0'• 12.0" 12.0^ 6.0" 7.0" S. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANGOR SCHEDULE.
O EMBED AND 1'MIN.EDGE DISTANCE 40 12.0" 12.0•• 12.0•' 1x.0" 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES.
p7( (1900 PSI MIN CMU) 4S ILO" 12.0" 6.0" 10.5' WALL FINISHES SHALL BE LIMITED TO 1/4"MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS 6 Y
50 12.01' 12.0" 6.0" 9.5" TO HOST STRUCTURE.
yy 55 12.0" 12.0" 6.0" 8.5• 7. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN-CRACKED CONCRETE ONLY.
3Y 9 60 12.0" 12.0" 6.0" 7.0 S. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT 6®®® R
O U4'ELCO PANREUMATE(FEMALE, 35 12.0" 12.0" 12.0" EN
12.0" 12.0" 11.0" FASTERS ARE IMC)ADEQUATE WOOD FRAMING MEMBERS,NOT PLYWOOD.FASTENING TO PLYWOOD IS
OC MALE,or PLUS)W/1-1/4'EMBED 40 12.0" 12.0" 12.0•' SLD" ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 0
v AND 2•MIN.EDGE DISTANCE(2000 45 12.0" 12.0" 12.0" 12.0" .9. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER SHALL BE LOCATED IN CENTER OF
psl MIN CMU) 50 12.0" 12.0" 12,0" 12.0" NOMINAL 2-X 4"(MIN.)WOOD STUD(3':EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL 8�
SS 12.0" 12.0" 12.0" 12.0" BE G-0.42 OR GREATER DENSITY,U.N.O.LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD.
60 12.0" 12.0" 12.0" 11.0" 10. REMOVABLE ANCHORS ARE: ELLO PANELMATE,ALL-POINTS,SOUD-SEr.
11. MACHINE SCREWS SMALL HAVE 1/2'MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY
91/4.20 ALL POINTS SAID-SET WITH 35 32.0" 12.0" 12.0" 12.0" 6.0" 8.5"
7/8'EMBED AND 1-1/4'MIN.EDGE 40 12.0" 12.0" 12.0" 12.0" HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD(SIDEWALK BOLT)U.N.O.
12. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. C°^'@iR°G°6°°1OOOr�P
= DISTANCE(180D psi MIN CMU) 45 12.0" 12.0" 12.0" 12.0" Z 13.®DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 18_6492 -
50 12.0' 12.0" 6.0" 11.0" 14.>IR DIRECT MOUNTING CONDITIONS.
55 12.0' 12.0" 60" 10.0" IHGLl:Nfe lAil716 NOTED
15. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET.
s 60 12.0" ILO" 6.0" B.S' 16. PROVIDE KEYHOLE WASHER FOR 1/4-20 SIDEWALK BOLTS °r6
w