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� �- 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
Quality Assurance Representative
Address/Phone/Email
Category Shutters
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 L. Bennardo
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.
Validation Checklist-Hardcopy Received
Certificate of Independence FL28390 RO COI Indep.pdf
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
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqujObYx6FhH79XRazdmALp[OKM52J36Kwyo8J7CSxQB8A%3dp/o3d 1/2
1/13/2020 Florida Building Code Online
a
Product Approval Method Method 1 Option D
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
r
FL# 1 Model,Number or Name Description
28390.1 2"Clear Bertha Storm Panel i 2"Clear Bertha Storm Pane! (HVHZ and Non-HVHZ) '
......... ---
......_.._------------
1.----._.........__...._.._........
.......---._...___................._...................---.........._.._...._..............-........_..-._-...........................-----...---._._.._......_....----------...._.__-..._._....._..----
i Limits of Use !Installation Instructions
Approved for use in HVHZ: Yes FL28390 RO II Dwg l.pdf
Approved for use outside HVHZ: Yes Verified By: Frank L. Bennardo PE0046549
i 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
j 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
......................_.......I......_..-.............__..._..._.._._.._..—_._....................._._._..---...—_..__....._........................ _ ..............__._._.._.__._.—._............._...._..._...-- ...._...... j
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
j 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
Lt.tr:k Kid
Contact Us::2601 Blair Stone Road,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
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:
Credit Card
Safe
https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquiObYx6FhH79XRazdmALplOKM52J36Kwyo8J7CSxQB8A%3d%3d 2/2
\111111 I I I I IIIT// -
49
EASTERN METAL SUPPLY MAXIMUM ALLOWABLE ND��0 549
2" CLEAR BERTHA STORM PANEL (HVHZ & NON-HVHZ) DESIGN PRESSURES: _LL: 12 O1
==�j
AS NOTED IN DESIGN A'•. ST EOP
SCHEDULES
THE CLEAR POLYCARBONATE PANELS APPROVED ��0�. '••.FL �il� T ooLc
IN THIS DOCUMENT MAY BE INTEGRATED WITH 'i/ c co_NruN��oua"uL
ALTERNATE STEELIALUMINUM PANELrslsj i 1 IP�
SreN` x sHin I eT�
APPROVALS PROVIDED THE MINIMUM DESIGN NOTES: L
SNLET I5 v.NT or A Um"NLT
INSTALLATION CONDITIONS OUTLINED HEREIN WIDTH UNLIMITED POSITIVE&NEGATIVE(ASD)DESIGN PRESSURES FOR USE WITH THIS cicrt�N.�aaiusr,&vuNrcoN
ARE NOT EXCEEDED (PERP.TO PANEL SPAN) SYSTEM SHALL BE DETERMINED ON A SITE-SPECIFIC BASIS AND covlLa ov rNls oocuwe.Ir
COMPARED TO LIMITING FACTORS AS STIPULATED HEREIN.THEY SHALL M[NOT CON&IDLRLO SEOHEO
WIDTH UNLIMITED TOP MOUNT(CONN BE CALCULATED IN ACCORDANCE WITH THE GOVERNING CODE .NBSewuID.11T aLL L'a NO
TYP.`� REQUIREMENTS&IN ACCORDANCE WITH ASCE 7-30 AND CHAPTER 1609 o1a"N.SlcruruD N SHEET I
I TOP MOUNT TYP. TYPE AS REQ'D) SECTIONS o0.TN155HEFTO Es NOT
(CONN AS REQ' SECTIONS OF THE FLORIDA BUILDING CODE.THEY SHALL BE LESS THAN OR EQUAL CONTAIN AN ENGINEERS
TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES OUGNu StG AWRE&Se
-r — - LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. TN1s sNEET IS.mw
N
TOP&BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD c
i I PLAN VIEW CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR Z v o
HORIZONTALLY AS APPLICABLE.
t�
I SEW GENERAL NOTES: WU1 LL�LLa L,4T
w o =a�a
1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN Z LY- w;V
ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE cL ¢
SIXTH EDITION(2017)FOR USE INSIDE AND OUTSIDE OF THE HVHZ,PER TAS Q oLL
w 201,202&203 AND ASTM E330,E1886&E1996 TEST PROTOCOLS. o,G m z
,m2 CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING Zk p S W w
O m yI N) w 3 CODE AMENDMENTS WHICH MAY APPLY. DESIGN CRITERIA BEYOND AS STATED W W o,N.,I
W¢ ,s p O HEREIN MAY REQUIRE ADDITIONAL SITE-SPECIFIC SEALED ENGINEERING. U w p?
s p I x N j w s 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE
,;us Z s ¢ DESIGN OF THIS SYSTEM. V)cc
9 c K�O 3. THE ARCHTTECT/ENGINEER OF RECORD FOR THE PROIECT O W W
2 O ¢z 1 SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE b
y w FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH O
SMALL BE COORDINATED BY THE PERMITTING CONTRACTOR.
w s n>w in 4. SEPARATE
'SITE-SPECIFIC SIGNED AND SEALED ENGINEERING SHALL BE
ut O REQUIRED IN ORDER TO DEVIATE,INTERPOLATE,AND EXTRAPOLATE FROM
LOADS,DEFLECTIONS,OR SPANS CONTAINED HEREIN.CONTACT THIS I^
ENGINEER AND VISIT THE ACCOMPANYING DIGITAL INFORMATION REFERENCED
HEREIN FOR ALTERNATE SPAN CALCULATIONS AS MAY BE REQUIRED. d i 0 tli
S. 711E SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE
RO.297" INFORMATION FOR A SPECIFIC SITE.FOR SITE CONDITIONS DIFFERENT FROM
e I THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED !n
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN p O_a
8 CONIUNCTION WITH THIS DOCUMENT.
6. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED cc ¢S¢
h FIELD DRILLED
r// PANEL MOLES SMALL PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. m
y \
NOT EXCEED THE F o o
7. ALL FASTENERS TO BE y'B OR GREATER SAE GRADE 5 UNLESS NOTED ¢a o w
BOTTOM \ OTHERWISE.FASTENERS SHALL BE CADMIUM-PLATED OR OTHERWISE Z 3 m¢3
MOUNT((CONN BOTTOM MOUNT I ) LIMITATIONS CORROSION-RESISTANT MATERIAL AND SHALL COMPLY WITH"SPECIFICATIONS
AS REQ'D) (CONN TYPE AS l SHOWN IN THESE FOR ALUMINUM STRUCTURES-SECTION).3.7.2 BY THE ALUMINUM w
ASSOCIATION,INC.,&ANY APPLICABLE FEDERAL,,STATE,AND/OR LOCAL H a 3
ARCH TOP REQ'D) STRAIGHT TOP \ / DETAILS AND SHALL CODES. / U) J 1^
¢ \0.578" 6 NOT HAVE ANY 8. ALL STORM PANELS SHALL BE CLEAR POLYCARBONATE,1-11AIM-AND ¢ U LL p
MAY BE A7 TOP iD'625 CRACKS/BREAKS CONFORM TO THE SPECIFICATIONS LISTED HEREIN. W
&BOTTOM 9. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY OR p
TYPICAL VERTICAL MOUNT ELEVATION EDGE OF PANEL IETTER,UNLESSNOTEDDUSIDNISH
/ — 10. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO m
1 N.T.S. ELEVATION NON-CRACKED CONCRETE ONLY,INSTALL ALL CONCRETE ANCHORS PER
MANUFACTURER'S RECOMMENDATIONS. ,p
R6 305 11. THE CONTRACTOR IS RESPONSIBLE TO INSULATE OR PROTECT ALL $' D
7. _ MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS.
12. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS Y
$ ) 11260) SHOWN ONLY.USE OFTHIS SPECIFICATION BY CONTRACTOR,et.al. i m Sytlp
G ORI 1 INDEMNIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COST&DAMAGES w--- q 3i
INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL p
FABRICATION,SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND THAT g g B
(\1.25 / 0.625 WHICH IS CALLED FOR BY LOCAL,STATE,&FEDERAL CODES&FROM
DEVIATIONS OF THIS PLAN. b C
R0.,44
-� 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL
MINIMUM POLYCARBONATE PANEL PROPERTIES FOR USE WITH THIS APPROVAL _ CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED, ggg
SPECIFIC GRAVITY 1.20 G/CC ASTM 0792 MAY BE AT TOP 14. ALTERATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT
&BOTTOM ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION.
TENSILE YIEID STRENGTH 8700 P51 ASTM D638 LIGE 35. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF(1)LABEL ddpp
FLEXURALSTRENGTHATYIELD 12500P51 ASTM OF PER PANEL,CONTAINING THE FOLLOWINGINFORMATION: LNaR
FLEXURAL MODULUS 34DOOD PSI ASTM D790 PANEL EASTEAS ZRN METTASAL SUPPLY,TA.INC. 44
N203
OTCHED IZOD 38 FT-LB/IN ASTM D256 WEST PALM BEACH,FL &NT c"clNnaNa E.
ASTM E330,ASTM E 886&ASTM E1996 �u18-6492
g SMOKE DENSITY 75 MA)( ASTM 02843 FLORIDA PRODUCT APPROVAL NUMBER
g RATE OF BURNING C-1 CLASS MAX ASTM D635 SCALE:N TS UNLESS NOTED
SELF IGNITION 650 DEG.F IPSTM D1929 6�
L1LlL llllllf� �
%A.ENNq�'�,
OVERLAP- 2.576' FRAM L N DD
-I z.aao r- y z.oaD r-
1.50 L u4-zo s3uo x - 9 •,�C
! 7O.C.
01.003•-T- �
I-- -- -�1-J----1-1.003"Tj 7I�x'[z•.mDn°s99•
a] ,LL •___� IL „9. DIEED,,a,9• E]25 ]n(
'R= •L-4.749• 4.749" B 1
12.000"PAN EL COVERAGE1'• xLc
"Ow j ��SPSE
�
=
z.9x 200°° n99ec ia' �im°.:".'a •N[ •� `\
--'�--14.573'PANEL LENGTH- e.,,A z•9x �t�KA •A A LLL`
ANGLE STUD ANGLE SI(?/.TVIIE OX SXFP�i 11 M91
n O.IOJ'iNICK PANEL(+/- IOf.TOLERANCE) 2 'H-HEADER l 3 'U• EAGER uuN A 3"BUILD-GUI'U 111 ADER B 2-BUILD-OUT'U HEADER .O n Buno-Dui'u'HEAUER 4 H-C0.0R_•ID uuu 5(U-cOL�w-wuT 4vw SHEETSPUITOFADIGrtuly
L. P0.TCARBwF1( (•o-c0.w-•,DO Ho-<0.w-a,r07 •Lou HU-c0.w-J],D 4uu w-],%) •w+r SIG EOfLLPSXAIl REIWNIN
ILRAL FDRMT,6 pRAT[O
PROVIDE�U SAE GR 5 COPIti Di this[N]aM[Ni
9188 T OR SS SHS AT 6.O.G AR[NOi CONSID[R [ION[D
J `°]r• ° - [4 AND 2•FRDM EROS,TYP. AXD SGLLlO,li THEFAVE IS x0
Il. DILRLL SIGFNTUnE ON SHEFT r
9.6„ ]e°-I ]a01 n]Il ORIHS SHEET ODES NOT
129: -jNC i• D,],B--I I I 02� II [D _ D]MAIX AN[MTURER'S
T 96•! _ °:r9 I ° li° �1,j51I[ETNAL I SNA mRR'CRAFT.
D CD. EDGE Oi
I--].em--I Is]9.�:c 0 19cs F�IIJIII ILL's� mNNeenAN nPE u-NEADER (� rv
'e LEGJ��20m� 'oyy TSO CE'.SEE ANCHOR SHALLEE 7 �a i
FLUSN wRN TIUCSXEss•0.090 Lz• Wla'1nuL
MAYBE , ENO OF T s
13'9U'�LD-OUT-F'TRACK �2-BUILD-OUT'F'TRACK @,.I;'SURD-OUT'F'TRACK 'F'TRACK REVERSED •F'ANCLE TRACK (D9 ALT.•F'ANCLE 1 wASMEREO MNCNUT 11 ALT.BU-LD-OUT OPDON ANDLE,TYP. 11 NEYXOLC WASHER LL� y)„�„to 4'"(0a n
(•0-cAw-[� 1.0-C0.wC0.w-E• D-C0.w-Ea07 4UN 7 9o-mw-als)uw O l/(-siD)u ZAYAC 3 ALLOY uuu l'J AWu W r^ U�J
SCHEDULE 2: ALLOWABLE PANEL Z� W;=UH't
MINIMUM STORM PANELSEPARATION WL)''ix� ,
FROM GLASS(HVHZ,WI NO ZONE 4& a �><' �
ESSENTIAL FACILITIES SPANS (NON-HVHZ ONLY) SPAN SCHEDULE NOTES: ZX °5. H,
SCHEDULE Z: MAXIMUM 2"CLEAR PANELS 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD a ry 0 s w❑
PRESSURE ALLOWABLE INSTALLATIONS 55 T}{gN 30GREA ERTHAN 30'INSTALLATION MINIMUM STORM PANEL SEPARATION FROM GLASS &PANEL FASTENER SPACING TO DETERMINE MAXIMUM W W v•'w A mpp'i
ALLOWABLE PANEL SPAN(Lmax) ABOVE GRADE ABOVE GRADE (WIND ZONE &ESSENTIAL FACILITIES) ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE ;a b W w
(PSF) FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO (A IY
MAXIMUM NEGATIVEDESIGN LOADS. 0 Q d
SPANS (HVHZ & +/-21 132.0 In 10.501n 9.75 In DESIGN ALLOW
LLOSPANWA(Lmax) THAN BLE INSTALLATIONS LESS INSTALLATIONS GREATER 2• LINEAR INTERPOLATION BETWEEN LOADS IS
NON-HVHZ) +1-26 120.0 In 10.00 In 9.25 In PRESSURE 30'ABOVE GRADE THAN 30'ABOVE GRADE ACCEPTABLE,OTHERWISE USE NEXT HIGHER LOAD.
+/-31 108.5 in 9.50 in 8.50 in
(PSF) c
2'CLFAR PANELS +/-36
96.5 In 9.00 in 8.00 In .- GLASS SEPARATION NOTES: J
/35 144.0 In 30.251n 7.00 In Y n
+/-01 84.5 in 8.50 in 7.25 in 9.751n 6.25 in a i p J
+/-06 73.0In 8.00In 6.75 In in 9.50 in 5.501n 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD j p I` f O
♦-51 TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE
/ 61.0 In 7.50In 6.00In +/-50 111.OIn 9.00 In 4.75 In zA p e=a ry O Z
OPENING 70 BE PROTECTED. a
/ 49.5 in 7.00 in 5.25 in +/-55 IOO.OIn 8.50 in 4.00 fn 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE
6 +/-60 40.0In 6.50 in 4.751n +/-60 89.0In 8.00 In 3.00 In LOADS ONLY.INTER ETW EEN LOADS IS 11 a a
y -SEESHEET4 FOR ANCHORAGE OPTIONS -SEE SHEETS FOR ANCHORA EOPTIONS ACCEPTA ERWISE USEN HER LOAD. E G a m O
p -SPANS AND SEP.FROM GUESS USTED IN THIS TABLE ARE ONLY APPLICABLE FOR OR INSTALLATIONS OUTSIDE OF Z AND Z 3:"E m o 113f
CONNECTION TYPES Cl AND C2 ONLY. OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIN ES1 w ,COD��-
...l.HEADER,•U•HEADER AND"C3'CONNECTION OPTIONS SHALL NOT BE USE THROUGH 3,THE GUESS SEPARATION SCHEDULE 1S NO F Q 3 w00r t1
Cy WITH THIS TABLE REQUIRED AND NO MINIMUM SEPARATION FROM THE Ul V
-MINIMUM PANEL SPAN 15 36.0".UTILIZE GUESS SEPARATION FOR 89"SPAN ER PROTECTED OPENING IS REQUIRED.
K=zo sIDEwAI%oR FOR SPANS LESS THAN SHOWN IN TABLE
10.CHTNE BOLT e E NG
WASNERED w1NGNVT® WINDOW
24•o.C."P.as
1 0.25'MAX.
18 W GALV.STEEL BEM GG YY
PUTE OR 2•K21.325•
0.25"J
EXISTING CONCRETE 2 �Hill Z
B 6D6YT6 AWM.ANGLE MAX. VJ NIXIDW BL00(OR
WOOD FRAMING E%ISTING CONCRETE OVERLAP OP WALL BEYOND '"
R HOLLOW BLOCK OR WINDOW SHALL BE BELS% 000y
1.000" GREATER THAN Bu11DOUT a 6
OVERLAP , WALL MOUNT0.05UREDETAIL WOOD DISTANCE,TYP.
C
4'MAX. - N.r.s.
CORNER CLOSURE DETAIL //-0.25"MAX. D
S
�m
E7Gsnnc BAT vnxoow BIcKBUILD-OUTEnsrlru cDNraETE 1K1l1pW BLDuI g e�
waoD CMNINc. Z� I DISTAN E STRIICfURiRAMIFK sEE ATADgR �
so.®uIE BASED ON TYPE oc � �
LORD• /�o.zs•Max.
F OVERLAP uuM.Ane1E(sE� Erul y.1.000' uTersu[eax°[aA
i' W-20SIDFNALKOR FASTFNf0.018.O.C.F00.061GN ABOVE) I wRN �•
"S
9ACN1 EeaTs - LDADs1EssTwwoREQUALTOAo 18-6492
WASNERED WINGNIIT 024• 1.500" PDF EMBED
D.C.ttP. MIN. SCALE,NTS UNLESS NOTED
.� I.000- E%ISTING CONCRETE FASTENER®3B'O.C.FOR DESIGN LOADS LESS THAN O0.
µ HOLLOW BLOCK M WOOD Eal]ALTo ro vsF
m 1.
yore op rxix 4"
MAX. EMBED FRAWNG.SEE ANCIOR 5
SCHEDULE BABW um- BUILD-OUT MOUNT CLOSURE DETAIL
C .125•CA61-T6 ALo CORNER CLOSU DETAIL TMP MOUNT CLOSURE DETAIL of STRUCNRE HTS 1.500
ANGLE N.T.S. MLN.
IX15R„G COnC0.FfB"DLLDw BLDDK PANEL CONNECTION O PTI O N S PENETRATI°„ \ \ ,,11 1 1 1 1 X 1.BENtUR00,P.E.
00.WOO BASED ONG.BE OF STAR C NflECTION ttPE \� D(/E 6549
PENETRATION �W•��ON TYPE OF STRUCTURE. \
TEN�BED.D COM4ECT1pN ttvE OR EMBED.
REFERR4CE ANCHOR C2 sPw„c FOR M.
01
C 2 SVAONG _ TT
/ / SSS 4BD• -�• f1O P��pyy4 _ N
r0.486•
0.250• uF _j0.25• iy ,
SIPZS
(.t..FL O slcraSnleeil,rnls
L2 T� ETp Fllf, 0REMAIN IN
.5ALL DIAL FoR.."BPRINIlO
11 1 I l _n D�rllTf DocuMlMr
0„sr T—SlcNE0
ND 6FAL[0.1F RE..15 NV
IXISTING r EXISTING IGRAL SIGN4NRE0„SHEE(1
GLA DOOR u GUL550R I ASTING c 1x15 SHEET OOFS NOT
000.— D000..�\ GLASS OR £ COMAryµENGINEER'S
PG \• < DOOR Q gLLGVMl 51GNARIRE!SELL,
MIH.GL,SS SEPARATION �u MIN,GLASS SEPARATION aG w 1/I(S�SMffT ISoCOPV
PERSCHEPARADUUE PER SCHEDULE _ 5 U Q =
��O' Gi MIN,GLASS SEPARATION O
ob p PER SCHEDULE O
oV Su LLrB^ ..F� uO
a uJeum
ZQ WWUP �<
W- a<wLLuo
�Q D.soB• O
0.400• ss?sruo WW
OtiJ �Z
(•PANEL U W J,p
EMBED. 'ASTENER')
CONNECTION TYPE 31L��
IXISTING COHLRETE. IXISTING T 12'O.C. N K ti Z w
EMBED. ). V••20 A Y'S.S.STUD n0.LOw BLOCK OR RETERENCE ANCHOR CONCRETE,HOLLOW W
EXISTING CONCPETF, SCHEDULE FOa MAX. BLOCK OR WOOD_ O W w
HOLLOW BLOCK O0. A•PANELFASTENER•) WOOD FRAMING,SEE C 1 SPACING FRAMING(SEE PE `y O
WODDFMMING.SEE T13'O.G ANCMORSCHF0,BASED µ[NOR IN (SEE REFS OR
AN61D0.FRA I BASED / ON tti£OF STRUCTURE BASEDONTYPEOF /� SCHEDULE F00.H
--EOE ST0.URUAE�r CONNF:RION ttPE STRUCTURE) CG SPAONG O
ll WALL MOUNT SECTION RFfe0. .ANGOR ALT.WALL MOUNT SECTION O'
NTS (U Tpp OR BOTTpM) /'N'1 SOIEDUIE FOR MAX. NTS (
BUILD-0UT MOUNT SE ON J O r G (TOP OR BOTTOM) C
SPACING MTS (TOP OR BO
a LL o J
a
e o a u°
EXISTINGDON CR
rrETE.IMOLLOW RAZOR OR W000fMMING.SEE LAO U N O Z
�AnOlpi SCMEO.BASED IX4 TYPE OP STRUCTURE. EXISTING CONCRETE J 4
8 MOULD,,BLOCK M Q K m tr Q O Q
a� WOO°FRAMING.SEE _
E
ANICHOR
ON TYPE OF�STRII TUSRDE f a m b
DONN—ON— Z m m Qp 3
a O PFJ'ERE„CE AN0O0. W b W m C O Q
C3Sp EDU[FORMA%. P Du LL
DG u)N W a
Q I Nc mNNErnoN xvF � O
REFERENCEµ[H00. a
___._I O SCHEDULE Foa MAX. O
E 0.25' C3 SPACING
B EHBFD n T „AK
ay rry p
p
S.S.X.• 'y EMBED p S
a.
e
S.S.STUD Qo MAX GLASS OR ('PANEL o V MAX W Y
1 p
m D000. FASTS MER')AT W <
2 OAT =� g
gN Mel
YE0.AFD — mJ .
E2g 3
yp5g�
Y
� � AMEHwHl�HHGl,H�lff
MIN.GLASS SEPARATION_
EXISTING CONCRETE. EMBED. CONNECTION"K PER SCHEDULE I LL18-6492
FL EQ EQ SGLE:NTS UNLESS NOTED
pT HOLLOWMING. EE REFERENCE ANCHOR
� WOOD GRAMIHG.SEE SCHEDULE Fpl MA%.
ANCHOR$CHEU.BAS® C3 SPACING
ON—OF STRUCTURE ALT,CEILLNG/F1000.MOUNT SECTION 06�'
/M\CEIl2NWFL00RM0U NTSECT70N NTS (TOP OR BOTTOM)
MTS (TDP OR BOTTOM)
' V I
• `1\1)11111111x///,'/
ANCHOR SPACING (FOR SCHEDULE I - HVHZ & NON-HVHZ): xcENNPRGdPS..
2"CLEAR PANELS
EDGE DISTANCES AS NOTED _ :1 -•� 01 Q'-
1ps� EDGE DISTANCES AS NOTED F=1/4'ITV TAPCON WITH 1.3/8'THREAD LO'0 12 0"CONNECTION
12.0'• 12 0•UE To N TYPE
Spans U To ION T 132' * oxwn ^I C
ti Spans Up To T-4"(40') Spans
a CONNECf10N TYPE CONNER N TYPE CONNECilON TYPE • '
F Ljj
spans Up To 3'-4'•(40') spans Up To T-0"(B481 ans U To 1['-o" 132) O R ANCHOR (psQ TF.OE 2
O°C LOAD CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE s m
Cl C2 C3 CS C2 C3 Cl C2 C3 \
x rn Cl C2 C3 Cl C2 C3 Cl C2 C3 1 . 12.0" 12.0" 12.0" 10.0--
ANCHOR
ITW TAPCON WITH 1-3/4•EMBED AND 21 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0' 12.0" 12.0" (G-0.4 D 3/4'MIN.EDGE DISTANCE 31 12.0" 12.0" 12.0" 12.0" 12.0" 11.0-
i/4' .0. ■__ _ nA ��
(G�0,42 MIN) I' 12.0" 12.0" 12.0" 12.0" 2. 8.0"
1-1/2'MIN.EDGE DISTANCE(3192 psi MIN 31 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" tl'- T
12.0" 12.0" 12.0" slcnA N9€Ind ials
CONCRETE) 41 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 60 12.0" 12.0" 12.0" snEEr Is PAaT pr A DIGI N
_ 51 12.0" 12.0" 12.0" slcneD nee,-I-In IN
1/4'ELCO ULTRACON WITH 1.3/8-THREAD 21 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 10.0" i-1. a Pnln�Eo
60 12.0" 12.0' 12.0" Mrr4a or rnrs Docunenr
1/4+ELCO ULTRACON WITH 1-3/4•EMBED 21 12.0" 12.0" 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" 12.0" 12.0" 11.0" Anx nor conssDrlan sscn
(G.0.42 MIN) 41 12.0" 12.0" 12.0" 12.0" 12.0" 8.0" Ano uarsD.Ir TneAE Is xo
AND 1'MIN.EDGE DISTANCE(2846 psi MIN 31 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" �` IGffAL SIGlMP�^"on sn1ET 1
CONCRETE) 41 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" U 51 12.0" 12.0" 12.0" 0D.I. .. Does nor
nrux An Erx4ncEns
Sl 12.0" 12.0" 12.0" 60 12.0" 12.0" 12.0" =zyz- oNGlnxLsmNAIUaeA EF
60 12.0" 12.D" 12.0" 1/4'ELCO PANELMATE(FEMALE,MALE,or 21 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" TNis sneer Is o PArt.
tY PLUS)W/1-7/8'EMBED AND 3/4'MIN. 31 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" r1� '.0.
1/4"ELCO PANELMATE(FEMALE,MALE,or 21 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0' 12.0" 12.0" 0
PLUS)W/2-EMBED AND 2-1/2'MIN.EDGE 31 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" EDGE DISTANCE(G=0.54 MIN.) 41 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" Z
U DISTANCE(33SO psi MIN CONC) 41 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" c * � 51 12.0" 12.0" 12.0" g pl rn'yox
2 51 12.0" 12.0" 12.0" O 60 12.0" 12.0" 12.0" LL 0E m m Du In
O 60 12.0" 12.0" 12.0" O 1/4'ITW TAPCON STORM GAURD W/1-314' 21 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 10.0" W .-
m
V U
EDGE DISTANCE W LL m 31 12.0" 12.0" 12.0" W3 .1/4•ITW TAPCON STORM GAURD W/1-3/4• 21 12.0" 12.0" 12.0" " . . . .
G-0.42 MIN) 41 " " 8.0OWQ_
EMBED AND 1-1/4"MIN.EDGE DISTANCE 31 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" . . .01 .012.0Z .U
(3295 Psi MINCONCRETE) 4l 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 51 12.0" 12.0" 12 " wauU 54Fn+
fi0 12.0" 12.0" 12.0" z
Sl 12.0" 12.0" 12.0" Z DLm ..-�
60 12.0" 12.0" 12.0" 1/4-20 PANELMATE INSERT WITH 1-S/8' 21 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 11.5" 2 ry O w
EMBED AND 3/4•MIN.EDGE DISTANCE 31 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" W O
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" O Ul O
EMBED AND 1-1/4'MIN.EDGE DISTANCE 31 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" (G.0.42 MIND 41R11.22.
12.0" 12.0" 12.0" 12.0" 9.0" 3 LL-•y u
q..01RR11 51 t2. W(3000 psi MIN CONCRETE) 41 12.0" 12.D" 12.0" 12.0" 12.0" 10.0" q"W(11R' O! W 12.0" 12.0" W51 I2.0" 12.0" 12.01/4'WOOD OR LAG SCREW WITH 1.3/8' 21 12.0" . . 12.0" 12.0" 12.0" 12.D" 9.5"'60 12.0" 12.0" 12.0" MIN THREAD PEN.AND 3/4•MIN.EDGE 3112.0•' 12.0" 12.0" 12.0" 10.5"
DISTANCE(G=0.42 MIN.) 41 12.0" 12.0" 12.0" 12.0" 7.5"51 12.0"alII1lIInuISIIIlID�ummmnm�EDGE DISTANCES AS NOTED60 12.0" 11.0" J z
Q G Spans Up To 3'-4"(40.1 Spans Dp TD 7•-D"(B4•, 5 ans D To I P-D•' 132• ANCHOR NOTES: LL L
b O ANCHOR LOAD CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE (n 4 Q N O Z
(ps()
x Cl C2 C3 Cl C2 C3 Cl C2 C3
1. ANCH00.SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES MAXIMUM G�
Y 1/4'IN/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 ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE Q a
7 O MIN,EDGE DISTANCE(1900 psi MIN CMU) 31 12.0" 12.0" 12.0" 12.0" 12.0" 7.5" SHALL APPLY. In c
g' J 41 12.0" 12.0" 12.0" 6.0" 9.S" 5.5" 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING,THE EXISTING STRUCTURE MATERIAL,& 3:a w¢O
4 m -mcicrtxs � SI 12.0" 12.0" 9.5" ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND w m a F
Zn C^ 60 12A" 12.0" 8.0" SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SELECT CONNECTION TYPE BASED ON APPROPRIATE
$ W 1/4'ELCO ULTRACON WITH 1-1/4•EMBED 21 1201 12.0" 12.0" 12.0" 12.0" 11.0'• 12.0" 12.0" 7.0". MOUNTING CONDITION(SEE MOUNTING DETAILS ON SHEET 3 FOR IDENTIFICATION OF CONNECTION TYPE). LL m
6 •"'lj AND 1•MIN.EDGE DISTANCE(1900 psi 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
3 T CMU) 41 12.0" 12.0" 12.0" 6.0" 11.5" S.S., STUDDED ANGLE,ETC.).'PANEL FASTENERS"SHALL BE SPACED AT 12"O.C.ALL END PANEL HOLES SHALL HAVE a
51 12.0" 12.0" 9.5" PANEL FASTENERS,TYP. O
60 12.0" 12.0" 8.0" 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.
gO 1/4'ELCO PANELMATE(FEMALE,MALE,or 21 1 12.0" 1 12.0" 12.0" 12.0•' 12.0" 12.0" 12.0" 12.0" 11.0" 5. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK. m LL
fY PLUS)W/1-1/4'EMBED AND 2'MIN.EDGE 31 12.0" 12.0" 12.0" 12.0" 12.0" 11.S" 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE., p
L7 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES,
DISTANCE(2000 psi MIN CMU) 41 12.0" 12.0" 12.0" 12.0" 12.0" 9.D"
OC 51 12.0" 12.0" 12.0" WALL FINISHES SHALL BE LIMITED TO 1/4"MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER
LOADS TO HOST STRUCTURE.
O 60 12.0" 12.0" 12.0" 8. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN-CRACKED CONCRETE ONLY. 8E
C 1/4-20 ALL POINTS SOLID-SET WITH 7/8• 21 12:0" 12.0" 12.0" 12.0" 12.0" 11.5" 12.0" 12.0" 7.0"
9. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT 5
O EMBED AND 1-1/4'MIN.EDGE DISTANCE 31 12.0" 12.0" 12.0" 12.0" 12.0" 7.5" FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT PLYWOOD. FASTENING TO PLYWOOD IS @@EE
J (1800 psi MIN CMU) 41 12.0" 12.0•' 12.0" 12.0" 12.0" 5.5" ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
J �},� 51 12.0" 12.0" 9.5" 3
p�• O -(• EI' 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER SMALL BE LOCATED IN CENTER
S S 60 12.0" 12,0" 8.0" OF NOMINAL 2-X 4"(MIN.)WOOD STUD(Y4"EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD.STUD 10
SHALL BE G-0.42 OR GREATER DENSITY,U.N.O.LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD.11 REMO ABLE ANCHORS ARE: ELCO
OINTS SOLIC-SET.
12. MACHINE SCREWS SHALL HAVE 1/2PA MINIMUM�ENGAPGEEMENT OF THREADS INTO THE BASE ANCHOR AND MAY V
HAVE EITHER A PAN HD,TRUSS HEAD,OR WAFER HEAD(SIDEWALK BOLT)U.N.O.
A` 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES.
14.®DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. mewl B-c6492~�
15. * DIRECT MOUNTING CONDITIONS.
�+ 16. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. sG1E:NTSUNLESS NOTED
n 17. PROVIDE KEYHOLE WASHER FOR 1/4-20 SIDEWALK BOLTS(OR TRUSS HEAD SCREWS) n�
'a
\\\\1 rr7rl'Z 4049NNARDO,P.E.
gEN/y PEI OOKfi5a
EDGE DISTANCES AS NOTED �\ �'•
ANCHOR SPACING (FOR SCHEDULE 2 - NON-HVHZ ONLY): t S ansu ToY.D•S onsU 7o7•-D•'SpansUpTo12•-D"
2"CLEAR PANELS ti LOAD CONN TYPE CONN TYPE CONN TYPE
i� ANCHOR (Psf) Cl C2 Cl C2 Cl C2 E00< -1.7/c 01
EDGE DISTANCES AS NOTED • NDP
_ 1/4"ITW 3/4-MI WITH 1-3/8-THREAD 35 12.0" 12.0'• 12.0 12.0" 12.0" 12.0" =LL
C an T. an an o IT-O" PEN.AND 3/4'MIN.EDGE DISTANCE 40 12.0•• 12.0" 12.0" 12.0" W
� LOAD CONN TYPE CONN TYPE CONN TYPE ) 45 12.0" 12.0" 12.0" 12.0" Hn
K (G=0.42 MIN
O r_ ANCHOR (PSI)x h I) cl C2 Cl C2 Cl C2 50 12.0" 12.0" 12.0" 12.0" S(pTE OF ti rI rEns cHP _
1/4'ITW TAPCON WITH I-3/4" 35 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" (� 55 12.0" 12.0•' 12.0' 12.0" xu n.n aR Doic
O F'Lon10P.• .nprnr>< ..�
EMBED AND /2-MIN.EDGE 40 12.0" 12,0" 12.0" 12.0" �+ 60 12.0" 12,0" 12.0" 12.0" �� T !_ IsApI.-
i (� V unu on sn¢r t,nns
DISTANCE(3192 PSI MIN 45 12.0'• 12.0" 12.0" 12.0" 1/4'ELCO ULTRACON WITH 1.3/8"THREAD 35 12.0•' 12.0" 12.0" 12.0" 12.0" 12.0•' 7// SS�pNF� \ HeEr�>AxT DP.DmrrAur
CONCRETE) 50 12.0" 12.0" 12.0" 12.0" PEN.AND 3/4'MIN.EDGE DISTANCE 40 12.0" 12.0" 12.0" 12.0" ////))1(11111\\ oicnu rouuL APwnreon
p_�,,,,,,,,e„••, 55 12.0" 12.0" 12.0" 12.0" (G-D.42 MIN) 45 12.0" 12.0" 12.0" 12.0' ravles'O_T'oxuw.Kr
60 12.0•' 12.0" 12.0" 12.0" 50 12.0" 12.0" 12.0" 12.0" ANE NDT mxapEarD acne
AND 9rA11D.Ii I ON IS x0
1/4'ELCO ULTRACON WITH 1.3/4' 35 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 55 12.0" 12.0" 12.0" 12.0" plena sIDNATuu ory sneer I
EMBED AND 1"MIN.EDGE DISTANCE 40 12.0" 12.0" 12.0" 12.0" 60 12.0" 12.0" 12.0" 12.0" OA TNII sN-open NOT
CANTAIN AN END W FEx•5
(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" opIGINA1 SiGIATIH E I slx
50 12.0" 12.0" 12.0" 12.0" PLUS)W/1-7/8'EMBED AND 3/4'MIN. 40 12.0" 12.0" 12.0' 12.0" THIS SHEET IS A COMISI-T.
55 12.0" 12.0" 12.0" 12.0" EDGE DISTANCE(G=0.54 MIN.) 45 12.0" 12.0" 12.0" 12.0" U b N
60 12.0" 12.0" 12.0" 12.0" 50 12.0" 12.0" 12.0" 12.0" p i
WF 1/4-ELCO PANELMATE(FEMALE, 35 12.0" 12.0" 12.0" 12.0" 12.0" 12.D" ``' � �� 55 12.0" 12.0" 12.0" 12.0" ff�,n w m,a.,u i
W MALE,or PLUS)W/2'EMBED AND 40 12.0" 12.0" 12.0" 12.0" O T c" SID' Tom" 60 12.0" 12.0" 12.0" 12.0" ¢�En w�m 4 w U-
y' 2-1/2'MIN.EDGE DISTANCE(3350 45 12.0" 12.0' 12.0" 12.0" O 1/4"ITW TAPCON STORM GAURD W/1-3/4' 35 12.0" 12.0' 12.0" 12.0" 12.0" 12.0•• W U] ¢N w m H
Z psI MIN CONC) 50 12.0" 12.0" 12.0" 12.0" 3 EMBED AND 1-1/4'MIN.EDGE DISTANCE 40 12.0" 12.0" 12.0" 12.0" W W p =w n
IJ 55 12.0" 12.0" 12.0" 12.0" (G=0.42 MIN) 45 12.0" L2.0" 12.0" 12.0" Q w G LL 2 w a
60 12.0" 12.0" 12.0" 12.0" 50 12.0" 12.0" 12.0" 12.0"
1/4'ITW TAPCON STORM GAURD W/ 35 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" �,mmam...nn 55 12.0" 12.0" 12.0" 12.0" Z O
1-3/4'EMBED AND 1-1/4"MIN.EDGE 40 12.0" 12.0" 12.0" 12.0" 60 12.0" 12.0" 12.0" 12.0" o'N Cl S w"'
W o .o^w
DISTANCE(3295 psI MIN CONCRETE) 45 12.0" 12.0" 12.0" 12.0" 1/4-20 PANELMATE INSERT WITH 1.5/8' 35 12.0" 12.0" 12.0" 12.0" 12.0" 11.5" '�(��f[]�]�O W .�.
.1 50 12.0" 12.0" 12.0" 12.0" EMBED AND 3/4-MIN.EDGE DISTANCE 40 12.0" 12.0" 12.0" 12.0" 1311 0_
55 12.0" 12.0" 12.0" 12.0' (G=0.42 MIN.) 45 12.0" 12.0" 12,0" 12.0"
60 12.0" 12.0" 12.0" 12.0" 50 12.0" 12.0" 12.0" 12.0'•
e O
1/4-20 ALL POINTS SOLID-SET 35 12.0" 12.0" 12.0" 12.0" 12.0' 12.0" `�' ' SS 12.0" 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"
MIN.EDGE DISTANCE(3000 psi 45 12.0" 12.0" 12.0" 12.0" 1/4'WOOD OR LAG SCREW WITH 1-3/8' 35 12.0" 12.0" 12.0" 12.0" 12.0" 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" m
q,.49 55 12.0" 12.0" 12.0' 12.0" DISTANCE(G=0.42 MIN.) 45 12.0" 12.0" 12.0" 12.0" J J Z
U9 60 12A" 12.0" 12.0" 12.0" 50 12.0" 12.0" 12.0" 12.0' a ,� a 0 w
IIID B�\ll\\ll� \p 55 12.0 12.0" S�U j
n U S Q DCIn
a 60 12.0•• 12.0" 12.0" 11.5" / ❑u n O
s ANCHOR NOTES:
F EDGE DISTANCES AS NOTED
`j Spans Up To T-0'S ans U To V-0.5Vans Up To 12'-0" f g 5 v H m O
G LOAD CONN TYPE CONN TYPE CONN TYPE 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES MAXIMUM ALLOWABLE Z 3 i$ <3
o ANCHOR (psI) ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. ,y N m a:
X G cl cx a a Cl C2 <3 o
1/4'ITW TAPCON WITH I^EMBED 35 12.0" 12.0" 6.0" 11.5" 6.0" 6.0'• 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING,THE EXISTING STRUCTURE MATERIAL,& 11--
ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND V¢I
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' W u LL a
psi MIN CMU) 45 12.0" 12.0" 6.0" 9,0" u o
ONLY(SEE MOUNTING DETAILS ON SHEET 3 FOR IDENTIFICATION OF CONNECTION TYPE).-H"HEADER AND'U"
`Op u 50 12.0" 12.0" 6.0•' 8.0" HEADER OPTIONS ARE NOT APPLICABLE FOR THESE TABLES. C,
55 12.0•' 12.0" 6.0" 7.0"
O . 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS.
60 12.0" 12.0" 6,0" 6.0" k
ID 4. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM UL BLOCK, a,
1/4'ELCO ULTRACON WITH 1-1/4' 35 12.0" 12.0" 12.0" 12.0" 6,0" 7.0" S. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. c� �� �
O EMBED AND I"MIN.EDGE DISTANCE 40 12.0" 12.0•' 12.0" 12.0" 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES.
E J (1900 PSI
MIN CMU) 45 12.0" 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 a H� O
50 12.0" 12.0•' 6.0" 9.5" TO HOST STRUCTURE. -
w 55 12.0" 12.0" 6.0" 8.5" 7. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN-CRACKED CONCRETE ONLY. LL OUR
�}u ,
3 60 12.0" 12.0" 6.0" 7.0" B. WHERE EXISTING STRUCTURE 15 WOOD FRAMING,EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT
d O 1/4'ELCO PANELMATE(FEMALE, 35 1 12.0" 1 12.0" 12.0" 12.0" 12.0" 11,0" FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT PLYWOOD, FASTENING TO PLYWOOD IS - -
t=
CC MALE,Or PLUS)W/1-1/4'EMBED40 12.0"1 12.0" 12.0" 12.0" ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. r
O 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 SMALL BE LOCATED IN CENTER OF
9 psi MIN CMU) 50 12.0" 12.0" 12.0" 12.0" NOMINAL 2'X 4"(MIN.)WOOD STUD(Y."EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL b� `
BE G=0.42 OR GREATER DENSITY,U.N.O.LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD.
,! 55 12.0" 12.0" 12.0" 12.0" z
3 T 60 12.0" 12.0" 12.0" 11.0" 10. REMOVABLE ANCHORS ARE: ELCO PANELMATE,ALL-POINTS OF THREADS
11. MACHINE SCREWS SMALL HAVE 1/2"MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY
1/4-20 ALL POINTS SOLID-SET WITH 35 12.0" 12.0" 12.0" 12.0" 6.0" 8.5" 3 ea
_1 HAVE EITFIERA PAN HEAD,TRUSS HEAD,OR WAFER MEAD(SIDEWALK BOLT)U.N.O.
¢ 0 7/8"EMBED AND 1-1/4'MIN.EDGE 40 12.0" 12.0" 12.0" 12.0" 12. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES.
$ O DISTANCE(3800 psi MIN CMU) 45 12.0" 12.0" 12.0•' 12.0" 1 -649 Ev
= 50 12.D" 12.0" 6.0" 11.0" 13. * DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, KpRw1S-6492
14. * DIRECT MOUNTING CONDITIONS.
55 12.0" 12.0" 6.0" 10.0" SGLE:NT9 UNLE95 NOTED
15. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET.
6D 12.0" 12.0" 6.0" 8,5" 16. PROVIDE KEYHOLE WASHER FOR 1/4.20 SIDEWALK BOLTS pry
g