HomeMy WebLinkAboutProduct Approval, shutters (3) Florida Building Code Online Page 1 of 2
ProfessionAl ' -g
BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Searclil'I
I
Florida �
r
Product Approval� • USER:Public User
LUFl�+.✓ry F.�L.m
Product Approval Menu>Product or Aoolication Search>Aoolication List>Application Detail
I
• �; 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
Irodriguez@easternmetal.com
Authorized Signature Frank Bennardo
frank@engineeringexpress.com
Technical Representative
Address/Phone/Email j
'I
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 12/31/2019
Validated By John Henry Kampmann Jr.
2 Validation Checklist-Hardcopy Received
Certificate of Independence FL28390 RO COI Indeo.odf
I
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 19- -
Equivalence of Product Standards
Certified By
Sections from the Code
I
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquj ObYx6FhH79... 8/6/2019
i
I
Florida Building Code Online Page 2 of 2
i
Product Approval Method Method 1 Option D
I
Date Submitted 10/18/2018
Date Validated 12/17/2018
Date Pending FBC Approval 12/19/2018
Date Approved 02/19/2019
I
Summary of Products
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 Dwq l.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 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 Eval2.pdf
to simplified edition Created by Independent Third Party:Yes
Back Next
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovriaht 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 455.275
(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
click here.
Product Approval Accepts:
'I
Credit Card
Safe
I I
i
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquj ObYx6FhH79... 8/6/2019
awlUJ Castle
Impact Windows
FACTORY DIRECT SINCE 1969 '
COMPLETE HURRICANE PROTECTION SOLUTIONS
1862 Dr Martin Luther Nng Blvd
Riviera Beach,8.33404 800.643.6371
Property Information Building Information
Owner: BIERBACH,CATHERINE Wind Zone: 160 MPH.
Address: 7307 ELYSE CIRCLE Exposure Category: C
PORT SAINT LUCIE,FL 34952 Minimum Building Dimension: 40 ft.
Mean Roof Height: 20 ft.
Risk Category: 11
.i
Design Pressure Calculations
Openmg Location Device FDevice Device JMax Positive Max Negative
Number Zone Width(in) Height(in) Elevation(ft) Pressure(ps) Pressure(psfl
1 Int 50 70 7 33.5 -36.5
2 Int 50 70 7 33.5 -36.5
3 Int 50 70 7 33.5 -36'.5
4 End 47 70.5 7 33.6 -43.8
5 End 72.75 84 7 32.2 -401.9
i
I
I
i
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 �I
Unit No. Wall Size Shutter Shutter Shutter Storm Bars Spacing VERT/ Storm panel
pressureW x H Width Height Span Req'd Top Bottom HORIZ Bolted Y/N
1 -36.5 50"x 70" 50.375" 74.75" 74.75" N/A 12"ox12"ox. VERT N
'
2 -36.5 50"x 70" 50.375" 74.75" 74.75" N/A 12"o . VERT N
12 ox.
3 -36.5 50"x 70" 50.375" 74.75" 74.75" N/A 12„o.c VERT N
4 -43.8 47"x 70.5" 50.375" 75.25" 75.25" N/A 12"ox. VERT N'
12"ox.
12"ox.
5 -40.9 72.75"x 84" 74.375" 83.75" 83.75" N/A8„ox. VERT N 1
ill
H
I I
I
1
I�
I�
I
It
•''•NSE L@OIAImQ KE
EASTERN METAL SUPPLY MAXIMUM ALLOWABLE.' Pti
2" CLEAR BERTHA STORM PANEL(HVHZ&NON-HVHZ) DESIGN PRESSURES: N° 1 _ 0.
AS NOTED IN DESIGN �,O•. IP OF •:.�
SCHEDULES �.QO•, aVpP ..
THE GEAR POLYCARBONATE PANELS APPROVEDIL
�� ,L� .......
IN 7)ILS DOCUMENT MAY BE INTEGRATED WITH �//CSsl P R T"WuA i4
DESIGN NOIARf
ALTERNATE STM/AWMORLM PANEL OTES: 11177E RRLR
APPROVALS PROVIDED THE MINIMUM =0
WAPffJQIL•
INSTALLATION CONDITIONS OUTLINED HEREIN WIDTH UNLIMITED POSITIVE a NEGATIVEEI(�ASD DESIGN PRESSURES FOR USE WITH THIS rma d
ARE NOT EXCEEDED (PERP.TO PANEL SPAN) COMPARED M PARED TO LIEMRDiG FACTORS AS ED ON A ST WULATEO HEREIN.THEY SHALL rrE-SPECInC BASIS AND m
WIDTH UNLIMITED TOP MOUNT CONN BE GLCUTATED IN ACCORDANCE WITH THE GOVERNING CODE �Asmk mrt m uo
TOP MOUNT 7T'P.P TYPE AS(CONN
TYP UIREMENTS a IN ACCORDANCE WITH ASCE 7-10 AND CHAPFE9t 1609 nm;���
(CONN AS.TW SECTIONS SECTIONS OF TETE FLORIDA BUILDING CODE.THEY SHALL BE LESS THAN OR EQUAL rw e+mmae
TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VAW ES
LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN.
TOP a BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD �• a Z=
PIAN VIEW H�ORQpTRALLY AS
A�PPLIPCABL�E.MAY BE MOUNTED VERTICALLY OR Z $
PIAN GENERAL NOTES: � LL 8
vlLw €
1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BEFABRICATED IN O W 3 3
ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE
SIXTH EDITION L2017)FOR USE INSIDE AND OUTSIDE OF TETE HM PER TAS
_ 201 202 n 20]AND ASTM E330 EIB86 a E3996 TEST PROTOCOLS. t m
COISTRACTOR SWILL D,VESTI&W AND CONFORM ro ALL LOCAL BUILDING
N p
LL99
® C I ® =
CODE
SANCH AY APPLY.DESIGN INT�STATED > $ W
HEREIN R ADDITIONAL STMSPECIFIC�ENGNLNG.3: .13OLF/SE IN ALLOWABLE STRESS HAS BEEN USED IN THE2ND 331UEN
bbTHIS K
NO DESIGN. THEARCHITECrymayHiGINEEROF RECORD FOR THE PRWE.T oW u
Mal SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE
M FOR THE INTTOGRI Y OF ALL SUPPORTING SURFACES 7105 DESIGN WHICH . C
O PERMITTING ODNWJI
400. SEPARTE'SIE•SPECIFIORDII C
ATSIGNED AND SEA EDIGEN NEElRING SHALL BE
a An v. REQUIRED IN ORDERTO DEVIATE,
rn g lEDHA�GppIFS5E,,BDtffAINEDCROMDEXTRAPOLATE FROM
VOSOER SPANS CDCONTACT THIS 9g
ACCOMPANYING DIGMALiNFORMATION REFERENCED >'
HEREIN FOR ALTERNATE SPAN CALCULATIONS AS MAY BE pEQL�Ipg� 'j RR
5. THE SYSTEM DET; HELEN IS GENERIC AND DOES NOT PROVIDE d R:ft
' INFORMATION F'OR A SPECIFIC RIM"SRE ODNDIT10M5 DIFFERENT FROM O 22�
THE CONDITIONS DETAOID METES SALICENSED ENGINEER OR REGISTERED LO
ARQHITECT SH11LL PREPARE SITE SP�dFIC DOCUMENTS FOR USE IN
ODIUUNCTON WITH THIS DOCUMENT-
PRESSURESFIELD DfLOLID 6. DESIGN PRESSURES NOTED MOM ARE BASED ON MAXOMUM TESTED n
/ PRESSURES DIVIDED BY A IS SAFETY FACTOR. a
! PANEL HOLES SHALL 7. ALL FASTENERS ro BE i"0 OR GREATER SAE GRADE 6lMLE55 AEo1FD
NOT EXCEED THE OMERWISE.FAS7E'IRS SHAH BE GDMUM-PLATED OR OTHERWISE ,y
. .PEOUNTM(CONN BOTTOM MOUNT \ I LI►BTATEONS CORROSION•RESISTANT MATERIAL AND SONIHILLL COMPLY WITH'SPECIFIGTEONS '
AS REQ'D) (CONN TYPE AS-j \ SHOWN IN THESE FOR ASSOCIATION,
Si &ANY
SEC BLE FEDERAL,
STA AWMWUM
�rf6
CODES. INC.,n ANY APPLICABLE FE)t3RAL,5171TE,AND/O0.l0URL 3 V
TCH TOP I�D) STRAIGHT TOP DENOT AND SHALL 8. A t
\ NOT HAVE ANY B. ALL STORM PANELS SHAD.BE aFJLR POLYCARBONATE,t-0.100'AND p
MAYBE ATT,,*.".,2CRACKS/BREAMS CONFORM 707HE SPE�TGTLONS LISTED HEREIN.
9. ALL ALUMINUM EXTRUSIONS SHALL BE 6063.76 ALUMINUM AUDY OR
1 TYPICAL VERTICAL MOUNT ELEVATION eBO1TO3o NCRETE a+oa°S"'No�TE0Y1SDF�RmLs+ALLBEEMBEDDEDro
EL
N.T.S. - ELEVATION i _ \ NON-CRACKED CONCRETE ONLY.INSTALL ALL CONCRETE ANCHORS PER c
MANUFACTURERS RECOMMENDATIONS. yg
THE COFITRACTOR IS RBPONSIBIE ro vLsuure oR RLOTECTALL 3
16.305 \ MEIMBERS FROM DISSIMIAR MSEAL AFFIXED ATERIAISro PREVENT ELECTROLYSIS. y}
SHOWN "ON.Y�LISE OFT sI+ECIIETHI IVON BBYAOONHU eL GN As �e
I
X 1 2601 INDEMIDFlES a SAVES HARME55 TMs ENG 2FdtALL ODST a DAMAGES
OW�I I INCLUDING IEGALL FESS a APPEIIATE FEES RESULTING MOM MATERIAL.
1 PABaIGTEON SYSTEM ERECTION,n CONSTtUCITON PRACTQS BEYOND THl1r 66
\1.2 0.625 WMOH IS CANED POR NT LOCAL,STATE,n FETDERAL CODts n F e� a
OETMTIONS of THIS PIAFL !
\ _r 13. EXCl3'TAS FJIPRF551.Y PROVIDED HERE11 ND ADDTITONAL
MINIMUM POLYCARBONATE PANEL PROPERTIES FOR USE WIlI1 TH6APPROVAL• �_�' 1.4. AIUTIONSS OR AFFIRMATIONSAREINTEN�.GS TO THIS
SPECIFICGRAVTTY L20 G/CC ASTM D792 MAY BE AT TOP PARE NOT PI3RMONS ANMINOWATE THIS CERTIFICATION. ��
TENSILE YIELD STRENGTH am PSI ASTM 0638 GE a BOTTOM 35. PANt3_S SHA118E PEUMANENfLY LABELED WITH A MINIMUM OF(1)LABS. F•F�1
FlDXURALSTRENGTH ATYIELD 12500 P51 ASTM 17790 OF PER PANEL CONTAINING THE FOLLAWING INFORMATION:
FlE1IURAL MODULUS340000 PSI ASTM 0790 PANEL EASTERN METAL St!ny'QiC. Rte® • i
g WEST PALM BE1TM R
8 NOTCHED QOD 18 FT-WN ASTM D2S6 TAS 201 TAS 202 CTAS 203
SMOKE DENSITY 75 MAX ASTM 172843 FLORIDA PRODUCT APPROlM VAL N NUMBER i8- 9.�
MITE OF BURNING C-1 CLASS MAX ASTM 0635 NIBa"o® 1
C SELF IGNITION 650 DEC.F ASTM 177929 .r1
r,
``` aRKI
TL 11I 1 I I Nl,F41
OVERLAP-2.578'
+ y 2.000'F^ 2.000•I-- Cz. - 9 ••'.4C
I I I e
1:003' 1.003' ImEF I Im a� lano uzeo laza wa~;v lOj° uzv a a 1"iei. 1lr
n Dewe TJa azw onF.o Rr T"E'.
erzin12.000°PANEL COVERAGE zw z•sx zom vss 4-zlm ip� e�0°me Nom'•.. •..„ •�-����`
•PANEL LENGTH D9DLATIRILa c(}lyl Tll
0.100•MILK PAN L ION I.D-[amOb00 J q. eq�gpp a • u B7'-� -�T-'HEI G±oBCUOD-SWT'U'HEADER
.. A �� roou6l �N_ -,l0 5 STUpa GL ®�T[.6NµL11O1AA D1
• OIn1lILll R emTo
FR SSS 624 SM Or-
FT OIRO4710DOOMEIR
-- - QSS SMS AT 6. AOT 1521�n
uze a ca AwrMmeI LNDS,m. Ina AIIDeLOLRn.tNeapND
SIOUTLIAeOR SIccr1
��''I� a0° o7se Aoaa 1Im51AeFTIAO®NOT
Izm11� "• ozw ami a. F.• w.Lll a osa aem cvAl eP'S eoso lam um a D+ AY ezml1�17
A150 e000 Inl L�
ean�I a am an a>D un mTz =_ _ om0 aA.2 Rz.X10 �T� Az2z WMx[tnaN TYrE O. W420f to
USH
a.zz .1 •ct•.Stewlapu • u�Nupa [� W
aAW 6We >•, DIA[4TIL0 .�. L9 m SOI®UfE4 M1�wM tmall6f-ami VWOFpp ~Ml ppp oZ
J"B�ULD-WT'F'TRACK 2"BULD-WT'F'TRAOf i'B�UILD-OUT�i"TRACH F'IRALM REVERS 'r ANGLE-TRALT. �g ALT.'F-HAY BE _Ag I WASHERED WINGNUT 11 ALT.[N_-WT OPTION ANGLE TYV. /,�,MEYNOLE WASHER Y�� � u
o-cuC7( pl ) uw w-WDbUi Y ICL(U-fdt0•-A10) NYY 7 -cam-9.! B .o-C40u-ela OClp1-e» Y Z AG L Y
MINIMUMSTORM PANELSEPARATION SePWbULE 2: ALLOWABLE " • >�
FROM GLASS WHA,WAND ZONE4& O g
ESSENMI.FACILITIES SPANS (NON-HVHZ ONLY) SPAN SCHEDULE NOTES: O gad
MAXIMUM 2'CLEAR PANELS 1.ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD W `�9
SCHEDULE 1: DESIGN ALLOWABLE INSTALLATIONS INSTALLATIONS MINIMUM STORM PAHELSEPARATION FROM GLASS &PANEL FASTENER SPACING TO DETERMINE MAXIMUM PH z
ALLOWABLE PANEL PRESSURE SPAN(l.I6[) LESS THAN 30' GREATERTHAN30' )WINDZONE4&ESSENTIAL FACILITIES) ALLOWABLE STORM PANEL SPAN.SCHEDULE IS ACCEPMABLE 3:
)PSFl ABOVEGRADE ABOVEGRADE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUALTO toMAMaw
SPANS (HVHZ St ♦-21 13LOin IDSOin 9.7s in DE51eNM NL LINEIVE R.INTEDESIGINTERPOLATION
OLD B
` / ALLOWABLE INSTALLATIONS LESS INSTALLATIONS GREATER L LINEAR INTERPOLATION BETWEEN LOADS IS 0
NON-HVHZ) +f26 120.01n 10m 1n 9.251n PRESSURE SPAN)Lma4 THAN 30'ABOVE GRADE THAN30'A9OVE GRADE ACCEPTABLE OTHERWISE USE NEXT HIGHER LOAD.
+/-31 IMS In 950 in &50 In
Z'CLEAR PANELS 9.001. &OO In +/-35 144.01n "in 7.00In GLASS SEPARATION NOTES: > �
+/41 845 M 8501n 7.25111 -' 9.75 M 6.25In m a 4A ft n 0
&OO In 6.751n I +/45 1 122.0 M 9501n 5.501n 1. ENTER SPAN SCHEDULE WRH POSITIVE DESIGN LOAD c a T80
6L0 M 7.SO in 6.00In y.0p In 4.75 1. TD DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE UI G2$e
OPENING TO BE PROTECTED.
+/36 49S In 7.00 In 5.251. +/-$5 IDD.O In 6.501. A.00 to 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE 1�-
+/iA 4a0 in 6501. 4.75 In +/-60 89A In D.OD In 3.00 in LOADS ONLY.INTERPOLATION BETWEEN LOADS 15 ILL w
-SEE SHEET 4 FOR ANCHORAGE OPTIONS - ACCEPTABLE,OTHERWISE USE NEXT HIGHER LOAD.
-SPANS AND SEP.FROM GLASS LISTED IN THtSTABLE ARE ONLY APPLICABLE FOR 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND u <r
CONNECTION TYPES Cl AND C2 ONLY. OUTSIDE OF ESSENTIAL FAGTIMIES IN ASTM WIND ZONES I
--H'HEADER,•U-HEADER AND-G3-CONNECTION OPTIONS SHALL NOT BE USED THROUGH 3,THE GLASS SEPARATION SCHEDULE IS NOT Q�
WITH THIS TABLE REQUIRED AND NO MINIMUM SEPARATION FROM THE 22
•MINIMUM PANELSPAN IS 36A-.UTIUZE GLASS SEPARATION FOR Br SPAN TIER PROTECTED OPENING IS REQUIRED. iv
yym sloeWAu FOR SPANS LESS THAN SHOWN IN TABLE
NAOWJT• D05Tw0
WASl181m WIMWWWINDOW
:b•ax-aM p
1 /t-0.25'MAX. a
11 OW
PLLAM Ol Z-AlSTMzur 0.25'1WSTINGCOI All i
WIC B
pY■ 6NS.TS AAN= MAX. ��t�/[�//I.III'l WOOD xOR wauPOFWALLLEVOND
IIlm a 7WINDOW4i�wi
pp rRzRnlnart B R
1.000' I SV((AJ`L.JJfll WoANmb otsrANaE.TYr. ■■
- OVERLAP L WALL MOUNT(SDSURE DETAIL
4•MAX. N.TS. c qa
A CRAM CLosuRE DETAIL 0.25*MAX �.8�■
Du.TDA:mwaeTe omm,G CONCR LxauOw LlDlx 6 84
SAT WDIDOW Na1�40mm BUILD-OUT) OR WOOD IRAMMa S19ANOOR3.820• DISTANCESOI®OLMAX.OVERLAP 0.25•MA%. AWN.AIKAL ISM� 1.000• 18-.6492
MEMBED
TYR MIN. 00' EISSIWDCONOWOOD FASTBOR O 0-O.C.FOR DeM LOW5LESS THO OL /G18M8UNILMNUI®MBED im�SR ANQ= BOLrALTD e0 FSPFRAoFe
a wffpLATLORr%2'If 4'MAX. 1 5o1®ULL Immomrao 6VIID-0UT MOUNT CLOSURE DETAR s
.12r E06T•TSA B OfRNEN DETAIL D liIAFMWM CLOSURL DETAn. O'SIRUOTIA@ E N.TS LSDO
xas. MIN.
r.
H�ET�nDMPX
PANEL CONNECTION OPTIONS OR
REEfAA OR �ry ."t:""' L6B/IAPOO,
:OR DIEED. CON OMT SOO:DaDaPIOft NAX.
SCHE7UwR MAX � �:• `' O�•
Cit SPACING _
�OAOW
`L
0.486-
D.=- �
i � oFAamAUY
:tea a
�
OWING Cl EOSTING 3zGM%TTu OOM°M l
tAssm GU SSn �l E]LRDHG Txa SIWO]ERm
DOOR pGpG� DOORDDOOR �s4
MIN.GUSS��TUM IOM.PEGUl555�E..ON . PFJygyg MIN.GIA555VAMnON � �: �p 6
Gkix PER SOIEOIRl
yryy�
o x�
g u
H15 0A, I QN m S lam,
i
w a¢ Y40 NY. py' PE BaSTINO AT HA Lu
EMBERY.•SS.STDD MOLLOWFOCXOR Cl seH®1Ae R a0NODoc"TLORWOm GnNIB.73 1 oW
HHOUOw aOiO[Oftu o.G�EW' ANOM EOEASsm c/ SP� OWOOD PRAMOO SEEpITOE O'SHHHUCfIlRe ANC1 o"wmoANCHOR SCRD.HLL� PE ®oNTYPEHs R9EA9MSANCHOR ALT.WALL MOUNT S=ON TSECaON
SCIEOOE EOR MAY NTS (TOP OR BOTTOM) Nf5 (TOP OR BDRON)SHMCMG ? O 4
g y OpHLL1gV ou
Bnsrac crnHODaE.Mouaw EHOa a WOO)PRAIv"a SEE HDasNIHGDa+uETe
ANCkT1501®.BAS®oN TTIE OF STRuenlRe. Q VVIR q
MOMM
ODFRAOW-S N G
ANCHOR MON0.5EE
AHHOHGRsaED.DASED
HXH TYPE OP STAIHCTUOB
O
a>NNHcnoNTroE � $h� 9 H1EE61EH1fP ANCHOR � N 3W 333
L. C3 solmwn 1011 MAY e
CONH0.TIDNTYHE Iv E;
REFERENCE ANCHOR S
SNHaMG
EMBED MAX G
MAN
sx.s io ss� EMBED , Y KKK4 [O
GlAss aH
Ds TOM H HUN
OOR FASTOIEO7 AT
22.0. pp
�' QASE OI
DD01
ORAtORb®NOILIeE•
WN.GIAW SEPANRO)M I 18-6492
OOSHOO WNOEIE eMBED. OOMNsnox RHE
PER
SCNEOIAP BCUbNMRAREeENDTEO
NOUDWEING-S. EQ EQ-
WOOD
V O SGNmULE
RH#G1011
LE FOR {
ANCHOR SOIED.BASm CJ SPACING ALT.CErUMG)FLOORNOUNTSE=ON
ON TYPE OF STA GnOORMOHNTSELTTON (TOP OR BORON)
(TOP OR BOTIOM
i
``YIRCLILIIIIIIV7Vr�,'
ANCHOR SPACING (FOR SCHEDULE 1 - HVHZ & NON-HVHZ): � ' o�
2'CLEAR PANELS •• '*:_
EDGE DISTANCES AS NOTED
61 Soam Up T4 3'•4"(40.1 Soms Uo To T-0"(84.1 ns Ta 11' ' * 111
EDGE DISTANCES AS NOTED �n LOAD CONNECTION TYPE CO CONNECTION TYPE F
Spam Up To 3'-4"(40') Soaps Uo To T-0"(64'1 ars U To I3'-0" 132' O ASR (P�
_ C1 Q d CI L Q d CI Q C3
LOAD CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE
1/4'ITW TAPCON WITH 1-316•THREAD 21 12.0" 12.0" 120" ELM, 1 12.0" 12.0" 10.0"
s ANCHOR (Psl) CI Q I P3 CI Q d Cl I C2 I d
1/4'ITW TAPCON WITH 1-3/4'EMBED AND 21 12.0" ILO" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0^ 12.0" PEN.AND 3/4'MIN.EDGE DISTANCE 31 12.0" 12.0" 12.0" 17.0" 12.0" 11.0"
1-L/2'MIN.EDGE DISTANCE(3192 P9 MIN 31 12.0" 12.0'• 12.0- 12.0" 12.0" 12.0" (G�0,42 MIN) 41 12.0" 12.0" 12.0" ILO" 12.0" 8.0"
V
51 12.0" 1x.0" 12.0"
CONCR41 12.0" 12.0" 12.0" 12.0" 12.0" 12.0"
ETE)
nnarorAmmNu
6D 12.0^ 12.0• 1210-
St
2.0• 9p®OIE,aNULAoupin
51 12.0^ 12.0" 12.0^ EONssr,Ar•>Wrm
--- - S0 12.0" 12.0" 12.0" 1p`ELCO ULTMCON WITH 1-3/8•THREAD 21 12.0" 12.0" 12.0" 12.0" 12.0" 1x.0" ILO" 12.0' 10.0" corm orTRn eaawtrar
PBT.AND 3/4•MIN.EDGE DISTANCE 12.0" 12.0• 12.0" 12.0" 12.0"
0 4s•mm•nonm
---- 1/4'ELCO ULTPACON WITH 1-3/4'EMBED 21 12.0" t2." 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" (G-0.42 MIN) 41 12.0^ 12.0" 12.0" 12.0" 12.0" 8.0" AW/AtAp.DRm[fa MO
AND 1'MIN.EDGE DISTANCE(2846 Psi MIN 31 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" q
CONCREI) 41 12.0" 12.0" 12.0" 12.0" 12.0^ 120^ k---'� 1z.0^ 1x.0" 1x.O'
H- � 51 12.0" 12.0" 12.0^ 60 12.0" 1x.0^ Sz.o" vpL 6AaunneAsau.
60 12.0" 12.0" 12.0" 1/4'ELCO PANELMATE(FEMALE,MALE,or 21 12.0" 120` 12.0" 12.0" 12.0" 12.0" SIO" ILO" 17.0"
p1 21 12.0" 12.0" 12.0" 12.0` 12.0" 12.0" 12.0" 12.0" 12.0" PWS)W/1-7/8•EMBED AND 3/4'MIN. 31 12.0" 12.0" 12.0" 12.0" 12.0" ILO" UI C ry
F 1/4•RICO-EMBED A(FINALE,MALE,or EDGE DISTANCE(G-0.54 MIN.) 41 12.0" 120" 12.0" 12.0" 12.0" 12.0" Z .4
CW
PLUS)W/2•EMBED AND 2-1/2'MIN.EDGE 31 12.0" 12,0" 12.0" L2.0" 12.0" 12.0" ��® 51 12.0" 12.0" 12.0" • W m 1'
U DISTANCE(3350 PSI MIN CONC) 41 ILO" 12.0" 12.0" 12.0" 12.0" 12.0"
Z 51 SIO" 12.0^ 12.0^ 60 12.0" SIO" 12.0" ii r., 8
1/4'ITW TAPKON STORM GAVRD W/1-3/4• 21 12.0" ILO" 12.D• t2.0" 12.0" 12.0" ILD" ILO' 10.0" oly
YyV60 ILO" 1L0" 12.0" 3 EMBED AND 1-1/4'Mw.EDGE DISTANCE 31 12.0" 12.0" 12.0" 12.0" Iz.O" 11.0" _
U4`ITW TAPCON STORM r;AURD W/1-3M• 21 12.0" IL0" 12.0" 12.0" 12.11" 12.0"' 12.0" 12.0" 12.0" (G-0.12 MIN) 41 12.0" 12.0" 12.0" 12.0" 12.0" 8.0" _ O U
EMBED AND 1-1/4•MIN.EDGE DISTANCE 31 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" .L ®• 51 12.0" 12.0^ 12.0" ul Q a
(3295 psi MIN CONCRETE) 41 ILO" 12.0" 12.0" 12.0" 12.0" 12.0" m 5511
51 17.0" 12.0" 12.0" 60 12.0" !LO' 12.0" q.
�C a •AILD L/4-20 PANELMIRE INSERT WITH 1-518' 21 12.0" ILO" 12.0" 12.0" 12.0" 12.0" ILO• 120' 11.5" L gN q
60 SLC^ 12.0" 12.0" EMBED AND 3/4'MIN.EDGE DISTANCE 71 12.0" 12.0" 12.0" 12.0" 12.0" 1x.0" W
1/4.20 ALL POINTS SOLID-SET WITH 7/8' 21 12.0" 12.0" 12.0" 12,0" 12.0" 12.0" 12.0" 12.0" 12.0"
(G-OA2 MIN.) 41 12.0" 12.0" 12.0" 12.0" 12.0" 9..0 ?��i, D
EMBED AND 1.1/4'MIN.EDGE DISTANCE 31 ILD" 12.0" 12.0" 12.0" 12.0" 12.0" �p,,.��RR(L1L1L1L 51 12.0" ILO" 12.0" N a• Lti
(3000 PSI MIN CONCRETE) 41 12.0" 12.0" 12.0" 12.0" 12.0' 10.0" tl`T11BRY 60 12.0" 12.0" 12.0" O W w
gmq 51 12.0" 12.0" 12.0" O3 0
1/4'WOOD OR LAG SCREW WITH 1-3/8' 21 12A" 12.0" 12.0" 12.0" 12.0" !LO" 1L0" 12.0' 9.5" -r
60 12.0" ILO" 12.0" MIN THREAD N.AND 3/4'MIN.EDGE 12.0" I2.W' 12.0" 12.0" 10.51'
DISTANCE(G-0.42 MIN.) 41 12.0" 12.0" 12.0" ILO" 1x.0" 7.51' x
00 12 0" !LO" 11.D" j w w'
EDGE DISTANCES AS NOTED of Ed m
b
LOAD Spam Up To 3'-4"(40-) SmnsUOTo7'-0"(B4.1 Spans Up To 11-4- 132• ANCHOR NOTES: q
rCONNECTION TYPE CONNECTION TYPE CONNECTION TYPE 53
_ ANCHOR (Psr) CI Q 1 d CS I C2 I C3 C1 Q d 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES MAXIMUM J '�
X Sp•INV TAPMN WRH 1'EMBEDAND 2' 21 12.0' 12.0" 1 12.0" 12.0"1 12.0' 11.0' 12.0" 12.0" 7.0" ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE s W
X3 MIN.EDGE DISTANCE(1900 P,1 MIN CMU) 31 12.0" 12.0" 12A" 12.0" 12.0" 7.5' SHALLAPPLY. F
q��,� 41 12.0" 12.0" ILD" 6.0" 951" S.S. 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING,THE FJ(ISTING STRUCTURE MATERIAL.° a
co d-� 51 12.0" 12.0" 9.5" ANCHQR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUAL NEGATIVE DESIGN LOAD ON SHUTTER AND Zy�
60 12.0" ILO" 8.0" ffiffiffi VSEL SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SELECT CONNECTION TYPE BASED ON APPROPRIATE )!1 v G
1/4•ELCO ULTRACON WITH 1-114•EMBED 21 12.0" 110" 12.0" 1L0" 12.0" 11.0" SIO" 12.0" 7.0" 'MDON77NG CONDITION(SEE MOUNTING DETAILS ON SHEET 3 FOR IDENTIFICATION OF CONNECTION TYPE). LLdr7
AND!'MIN.EDGE DISTANCE(1900 psi MIN 31 12.(•' 17.0" ILO" ILO" 12.0" 7.5" 3. 'PANE.FASTENERS'ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS('F'-TRACK, o
5 CMU) 41 12.0" 12.0" 110" 6.0" 11.5' S.S" STUDDED ANGLE,ETC.).-PANEL FASTENERS"SHALL BE SPA®AT 12"O.C.ALL END PANE.HOLES SHALL HAVE (+ "f
51 12.0" 12.0" 9.5" PANEL FASTENERS,TYP. Rq
60 12.0" 12.0" 8.0" 4. ANCHORS SWILL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.
5. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK.
�a O U4•ELCO)W/ -1/4-EM E(FEMALE.MALE,or 21 1LO" ILD- 12A" 12.0" 12.0" 12.0" 1L0` 1x.0^ 11.0" 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE g E„
LL PLUS)W/1.1/4•EMB®AND 2•MM,EDGE 31 ILO• 12.0" ILO^ 12.0" 12.0" 11.5" 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES, a i• tl
(5 DISTANCE(2000 p0 MIN CMU) 41 ILO" 12.0" ILO" 12.0" 12.0" 9.0" WALL FINISHES SHALL BE LIMITED TO 1/4'MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELYTRANSFER
O ^L s1 !La' 1 '. r2.-Cr LOADS TO HOST STRUCTURE. °
60 12.0" 12.0" 1L0- B. CONCRETE ANCHORS NOTED HERRN SHALL BE EMBEDDED TO UN-CRACKED CONCRETE ONLY.
I! 1/4-2D ALL POINTS SOLID-SET WITH 7/8' 21 12.0" 12.0" =- 12.0" LLD- 11.5" 12.0" 12.0" 7.0" 9, WHERE EXISTING STRUCTURE IS WOOD FRAMING,COSTING CONDITIONS MAY VARY.FIELD VERIFY THAT
EMBED AND 1-1/4'MIN.EDGE DISTANCE 31 12.0" ILO" 12.0" ILO" 12.0" 7S' FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT PLYWOOD. FASTENING TO PLYWOOD IS
(1800 psi MIN CMU) 41 12.0" 12.0" ILO" 12.0" MD' 551" ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
51 12.0" 12.0" 951' 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER SHALL BE LOCATED IN CUM ff
_ * 60 SIO" 1x.0•' 8.0" OF NOMINAL 2'X 4-(MN.)WOOD STUD(% EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD SND '■6B
SHALL BE G-0.42 OR GREATER DENSITY,U.N.O.LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. g 8
11. REMOVABLE ANCHORS-ARE: ELCO PANELMATE,ALL-POINTS SOLID-SET.
1L 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. I
y 13. MINIMIER UM EMBEDMENT AND EDGE DISTANCE EXCLUDES SnKCO OR CRWALL FINISHES.
2 14.®DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 18-6492
15. * DIRECT MOUNTING CONDITIONS. ,
16. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. •CA1•INTBU/BE"NDrED
17. PROVIDE KEYHOLE WASHER FOR 1/4.20 SIDEWALK BOLTS(OR TRUSS HEAD SCREWS) 05
a �
s I.
e
l .
SEMV,
EDGE DISTANCES AS NOTED �'••••••••.N
ANCHOR SPACING (FOR SCHEDULE 2 - NON-HVHZ ONLY): G 5 en;D Tea•-0' en3U 7-01 Spam UpTo12'.D �•k�:JeENs
CLEAR PANELS TYPE CONN TYPE CONN
2' ENR PANELS TYPE O Z
s ANa+oa (cam) Cl a a a c1 a NO pE
EDGE DISTANCES AS NOTED 1/4'ITW TAPCDN WITH 1.3/8•THREAD 35 12.0^ 12.0" 12.0^ 12.0• 12.0^1 12.0" -
(-j m o e m a PEN.AND 3/4-MIN.EDGE DISTANCE 40. 12.0" 12.0" 12.6- 12.0- * • -
r LOAD ODNN TYPE CONN TYPE CONNTYPE (6-0.42 MIN) 45 12.0" 12.0" 12.0" 12.0• .. . ...
S
ANCHOR (v5t1 "O'•: st t
c1 cz e1 n Cl a so Li.o^ 12.0•' lz.o- 12.0-
114'ITW TAPCON WITH 1-3/4' 35 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" q� SS 12.0" 12.0" 12.0^ 12.0- i�Q••,-,, PLOF!1�r'(
E14BED AND 1-Il1'MIN,EDGE 40 12.0" 12.0" 12.0" 12.0" d- 60 12.0" 12.0" 12.0" 12.0" �i V n o+mm
DIST (3192 Pfd MIN 50 12.0" 12.0"
2 0" 1Z 0" 1z0" PEN.ELDO AND�PT NM AGE DISTANCE 40 io ii.a" i7 a 121"
o^ 12.0-
a" 1z.o- u.o' '��,,S'S�ON A��. s „
55 12.0" 12.0" 12.0" 12.0" (G-OA2 MN) 45 12.0" 12.0" 12.0" 12.0" .art�ma�rr
H---'-'�-' 60 12.0" 12.0" 12.0" ILO" 50 ILO" 12.0" 12.0" 12.0" � nay
-- 1/4•ELCO ULTRACON WITH 1-3/4• 35 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 55 12.0"1 12.0" 12.0" 12.0" SofAruaens�rl
llm ffT-WFr
EMBED AND I•MIN.EDGE DISTANCE 40 12.0" 12.0" 12.0" 12.0" 60 SLO" 12.0" 11,0" �
12.0" Ap AMMKOo f
(2846 pel 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" � 4sm
50 12.0" 12.0"1 12.0" ILO" PLUS)W/1-7/8'EMBED AND 3/4-MIN. 40 12.0" 12.0" 12.0" 12.0" rr1nr
55 12,0" 12.0" 12.0" 12.0" EDGE DISTANCE(G-0.54 MIN.) 45 12.0" 12.0" 12.0" 12.0'
60 12.0" 12.0" 12.0" 12.0" 50
W 12.0" 12.0- 12.0 12."
5512.0" 101010
�R. W M
1/4'ELCO PANEIMATE(FEMALE, 35 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 2 2 20 =
fT ff� M
r MALE,or MLS)W/1'EMBED AND 40 12.0" 11.0" 12,0" 12.0" O 60 12.0 12.0" 12.0" 12.0" Ii•1y Em,IL 8
a 2-1/2•NUN.EDGE OISTMIfE(3350 45 ILO" SIO" SIO" 12.0" O 1/4'ITW TADCON STORM GAURD W/1-3/4- 35 12.0" 12.0" 12.0" 12.0" L2.0" IL0" !Yy!j111(�L�1 �i y
U ml MIN CONC) 50 12.0' 12.0' 12.0" 12.0" 3 EMBED AND 1-114•MIN.EDGE DISTANCE 40 12.0" 12.0• 12.0" 12.0" OIV S f• ,
V= 55 12.0" 12.0" 12.0" 12.0" (G-0.42 MBO 45 12.0'• 12.0" 12.0" 32.0" ``V
60 ILO" 12.0" 12.0' 12.0 0 1L0' 12,0" 12.0" ILO" E9 Spaul c
1/4'ITW TAPCON STORM GAURD W/ 35 12.0" 12.0" 12.0" 12.0" 12.0" 120" �G® 55 120" 12.0" 12.0" 12.0" UP
EMBED AND 1-1/4'MIN.EDGE 40 12.0' 12.0" 12.0- 12.0" 60 12.0" 12.0" U
DISTANCE(3295 psi MIN CONCRETE) 4S 12.0' 12.0" 12,0" 12.0" 1/4.20 PANELMATE INSERT WI1H 1-SIB' 35 12.0' 12.0" 12.0" 12.0" SLO" 13.5" j- $ W
50 12.0' 12.0" ILO" 12.0" EMBED AND 314•MM.EDGE DISTANCE 40 11.0' 12.0" 12.0" 12.0" N O
55 12.0" 12.0" 12.0" 12.0" (G-0.42 MIN.) 4S 12.0" 12.0" 12.0" 12.0"
60 SLD" 12.0" 12.0" 12.0" 50 ILO' 12.0" 12.0" 12.0" °W
�D
114-20 ALL POINTS SOLID-SET 35 12.0' 12.0" 12.0" 12.0" 12.0" L2.0" `.�', 55 1L0' 12.0" 12.0" 12.0"
WITH 7/8-EMBED AND 1-1/4' 40 12.0" 12.0" 12.0• 12.0" 60 12.0• 12.0" 12.0" 11.5"
MN.EDGE DISTANCE(3000 Psi 45 12.0• 12.0" 12.0" 1L0" 1/4•WOOD OR LAG SCREW WITH 1-3/e• 35 12.0- 110" 12.0" 12.0• 12.0" ILS"
MN CONCTIETE) 50 12.0" 12.0" 12.0" 12.0• MM THREAD PEN.AND 3/4•MIN.EDGE 40 12.0• 12.0' 12.0" 12.0" -�
W
55 12.0" 12.0" 12.0" 12.0" DISTANCE(G-0.42 MIN.) 45 12.0" 12.0" 12.0" 12.0" Wo
60 12.0" 12.0" 12.0" 12.0" M���fff��rfff�_ 50 12.0" 1L0" 12.0" 12.0"
V-`+'•""""""`y 55 12.0• 12.0• 12."- 12. ' J a r
60 12.0" 12.01 12.0" S1.5T"
EDGE DISTANCES AS NOTED ANCHOR NOTES: ° e
tj S igU To3-0 of o7-0 S ns 012 ^
r LOAD CONN TYPE CONN TYPE CONN TYPE 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES MAXIMUM ALLOWABLE Z 6
pNCIiOR (Pd) Cl C2 CI C2 Cl C2 ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY.
L ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING,THE OUSTING STRUCTURE MATE IAL,A q
1/4•ITW iAPCON WITH L'EMBED 35 12.0" 32.0^ 6.01 11.5' 6.0" 6.0" ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND o 3 ¢rA
AND 2-MIN.EDGE DISTANCE(1900 40 12.0" 12.0" 6.0- 10.0• SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.THIS SHEET APPLIES TO CONNECTION TYPE'Cl-AND•C2• ppa
PPI MN CHU) 45 12.0" 12.0" 6.0- 9.0" ONLY(SEE MOUNTING DETAILS ON SHEET 3 FOR IDENTIFICATION OF CONNECTION TYPE).•H'HEADER AND'W ry
V 50 12.0" 12.0" 8.0" 8.0" HEADER OPTIONS ARE NOT APPLICABLE FORTHESE TABLES.
(}-y�� 55 12.0" 12.0" 6.0• 7.0' 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.
60 ILO" 12.0" 6.0- 6.0" 4. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK Z.
® 114•E.CO ULTRACON WITH1-1/4• 35 12.0" 12.0" 12.0" 12.0" 6.0" 7.0" S. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. AN' '
O EMBED AND 1•MIN.EDGE DISTANCE 40 12.0" 12.0" 12.0" 12.0" S. MINIMUM EMBEDMENT AND EDGE DISTANCE DICWDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES.
°I (1900 Psl MW CMI) 45 12.0" I2.0" 6.0" IDS" WALL FINISHES SMALL BE LIMITED TO 1/4•MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS B q
3 q� 50 =20," 12.0" 6.0" 9.5" -CRACKED CONCRETE ONLY.
TO HOST STRUCTURE. a D:
I.B. 6.0" 8S" 7. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UNa
L- 60 12.0• IL0' 6.0" 7.0" 8. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY. F1ED VELIFYTHAT Hill
5' FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT PLYWOOD,FASTENING TO PLYWOOD IS � A
p 1/1•CTIA PANELMATE(PEt4AlE, 35 12.0" u.0' 12.0" 12.0" 12.0" 11.0• ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. qa
01 W
MALE,or PS)W/1-1/4'EMBED 40 12.0" 12.0" 12.0" 12'0"AND 2'MIN.EDGE DISTANCE(2000 45 12.0" ED- 12.0 12.0" :g, WHERE ANCHORS FASTEN 70 NARROW FACE OF STUD FRAMING,FASTENER SHALL BE LOCATED 1N CENTER OF 8(�7
" • B f
01 Psi MIN CMU) 50 12.0" 12.0" 120 12.0" NOMINAL 2•X 4^(MIN.)WOOD STUD(4'4"EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING).WOOD STUD SMALL p �8
,y1, 50 12.0" 12.0 55 12.0' 12.0- 12.0" 12.0 12.0" 11.0"" BE G-0.42 OR GREATER DENSITY,U.N.O.LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD,
" '10. REMOVABLE ANCHORS ARE: ELC°PANELMATE,ALL-POM(S.SOLID-SIT.
T
1/4-20ALLPOLNTS SOLID- WITH 11. MACHINE SCREWS SHALL HAVE 1/2"MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY
O 35 12.0" ILO^ 12.0' 12.0" 6.0" 0.5" HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD(SIDEWALK BOLT)U.N.O.
718•EMBED AND 1-1/4-MN.EDGE 40 ILO" ILO• 12A" 12.0" 12. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES.
O DISTANCE(1800 PSI KIN CIU) 45 12.0" 12.0" 12.0• ILO" '13.®DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
= 50 32.0" 12.0" 6.0• 11.0" 14.* DIRECT MOUNTING CONDITIONS. 8'6492.
rL1 7R 55 SIO" 12.0" 5.0" 10.0" 15. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. �vMM LM133 NUT®
p �1' 60 12.0" 12.0" 6.0• 1 8.5" 16. PROVIDE KEYHOLE WASHER FOR 114-20 SIDEWALK BOLTS
A