|
1 ! puL IhIilleip 1��1114�111R �FTp 1 1111 1 P IMIlP II.
<br />EZI/te.
<br />EZI W/1 B ANCHORS
<br />_ _ .. . ..(SEE SECT,DN Q, a ALTERNATIVE QtW ON SWEET 10)
<br />-• S Ma*-+-.. --:?' ben. -
<br />'1 (SEE
<br />�9 (SEE NOR 2)tgTE 2)
<br />EACH Ef1�Rt a _�___
<br />ALLWtNDY
<br />Pre, ,� lA5t PANEL TO BE INSTALLED AT EACH OPENING 5HALL ALWAYS BE
<br />1/2• D O O O O O O C O 1- "I PROVIDED WJ REAR fLANGL.E TO, FAC'YUTATC iNS-TALATKIN IF WIENDET)
<br />•
<br />........���. ( TO BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />I I I I + U
<br />I `
<br />I
<br />1._...A i'E.N NEL
<br />NOTES.
<br />_�_LI
<br />+r.. (1) D ftNrtllxY DE StRrr5 x000: E-2 HANG STORM PANEL SYSTEM
<br />(END PANEL) II I V I (iNFEROR PANEL) I (INTERIOR PANED (INTERIOR PANEL) � (END PANE() I' M CONSISTING OF PANEL + Coll_ TRACKS TOP h EK17TOM.
<br />SEE NOTES 2. 3, J Ij P y I I ! I I 1 SEE NOTES 2, 3, A f2). END PPNCLS� rt1ALL A4,W BF.- CONNEL`TED TO BOTTOM TRACK
<br />wx, OTHERWISE A STOP FMP(�'iIWA BE PWMOLO At TOP OF SUCH
<br />PANEL IE NOn} PANELS,
<br />�� I �Or iI 1 -j- ( (3) If ENO PANELS ARE CONNECTED 7O BDTI'lYM TRACK. CONNECTION
<br />•. i �� !•� I i _ ).. I _ t SHALL CONS'R OT 1/4-a-2UN3/A" MS. W/ 7/B"M3132" WING
<br />It` 1fI
<br />.13PLTEO PANCLS w/ t/aa-74,r NUT OR 1/4"0,3/4" Min 1'NUMBSCREW INTO TAPPED BOTTOM
<br />III I 1 I I It S S aOIISWr{1� a CA OVEFS IP TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
<br />i (s11sF.CTWNs AS MP1.IG&L) EXTERIOR FIAT FLANGES OF END PANEL.
<br />J-.... _..-_� I _I L, n�.. i I (. I l..) 54%
<br />OF L. (4). IN CASE THAT' END PANELS ARE NOT CONNECTED TO BOTTOM
<br />". I
<br />1 ! r �Y I 1 I I PM+EAT SMAL1 BE CONNECTED ?0 BOTTOFA TRACK LINING SPECS
<br />-(' ��-`� i-i-_, r 1 1 i I I 1 1 TRACK (it, SH A STOP BAR 15 ONLY USED fA TOP) AT LLAST TWO
<br />r-}--}--'�--� - �- '--�--�-T--�--�-'I-'�-'-'�- "-T-'-�-T-T iN01GTED ON NOTE (3) ABOVE. IN SUCH CA*,E, CONNECTION OF
<br />r • I
<br />JJ_L¢JJ_1.LJJ111JJ L tJ 1LLJ� LL JJ.L LL J I LLJJ11.r1 J_I_LLJJ 1 __i_ _____) PANEL, t0 BOnow 1RACK rLAr OCCUR AT ANY PANEL 10CATION
<br />P 1
<br />SET NOTE 4 •. �: 3" MOP.._
<br />W e SSf "„ 'ill, N• uln 't INSTALLATIONS ONLY VAL;D FOR WIND
<br />'i4pTf • 1>7J00 NOTE
<br />1 ! SPECUP TO 170 m.p.N
<br />MdC){ORI.
<br />- "'SEE SFLT,ON Eat A AITERNATNE F21W ON SHEF: 11j '
<br />EZI/18,
<br />EZ1W/iB
<br />TYPICAL ELEVATION FOR SERIES 2000 E-T HANG STORM PANEL Cj) SYSTEM (t)
<br />$CALF.: 3/32-= t -
<br />\' 2Ntl7'{MN. DVL7RN' 1/A' U. GA''
<br />7
<br />,•
<br />J) f�
<br />SECTION A -A \ �,r1 1Hn111NM�
<br />SCAIF. 3/32"-!" ��.'`•���PA. TIL(/T4r'a
<br />'�
<br />FLORIDA BUILDING CODE Non High VelocityNu can* Zons
<br />•yLQ�:•'r[ATF0
<br />° g i %nm, aK 24 GAGE GALVANIZED STEEL STORM PANEL
<br />*ORAL PROTECTION PRODUCTS,iL C O ENc GLOBAL I.I.C.
<br />qq dam sa a, sTM'rr
<br />T'
<br />V.
<br />�DRiD*,•G . Is uY e s n. MI19, Il. 111it 29-175
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<br />mnnmu,ai rNLnR t IY11r rr., rl I:•'N aYtD It a ra
<br />Mt
<br />aTENGIPJEENING
<br />.
<br />ENOINEERINO EXPRESS®
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />Application Number E7680.1 - R2
<br />EX Project Number. 20-31543
<br />Product Manufacturer All American Shutters arW Glow
<br />M1mflactaiwAddresst940 Dorms Rood
<br />West Palm Bosch, FL 33409
<br />Pmduc1 Noma b Demripbon, 24ga Galvsnlzed Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of EValuadon:
<br />This Product Evaluation Report is being issued in accordance with this requirements of the Florida
<br />Department of Business and Professional Regulation (Fli Staktmg Commission) Rule Chapter
<br />811320.3.006, F.A.C. for statewlde acceptance per Method i(d). The product noted above has been
<br />tested and/or avakroted as summarized herein to show compliance with the Florida Staking Coda
<br />Sovereh Edihan (2020) and is, la the purpose intended, at bast equivalent to that required by the Code
<br />lit"oklation of Its product shelf be required following po tment FiorWa Building Cade mawA11c*Ii or
<br />revisions.
<br />Substent/aNng Data:
<br />PRODUCT EMALLIATIOM DOCUMENTS
<br />EX dewing 020-31543 UBsd "24ga Galvanized Steel Storm Panels (HVHZ IL 14cn4WHZ)', sheets 1-5,
<br />prepared by Engineering Express. signed a sealed by Frank 8onnardo, P.E. is an Integral port at this
<br />Evaluation Report.
<br />• TW REPORTS
<br />Undarm static structural performance has been tested in accordance with TAS 202 test Standards per test
<br />,.porn(*) 08T-ASG-11-001 by Slockwater Testing, Inc.
<br />Large ma i mtppct resistance and cyckc loading performance has been tested In accordance With TAS
<br />201 and TAS 203 test slonderds per toot repon(0 OBT-ASG-17.001 by Blackweler Tooling, Inc.
<br />Structural engineering cokulations have been Prepared which evaluate the product based on
<br />comparative and/or tstional anatysk to qualty, the following design ctlowi
<br />1. Maximum Allow" Spam
<br />2 Minimum Allowable Spans
<br />3 Minimum Gloss Separation
<br />4- Anchor Spacing
<br />160 SW 121A AVENUE Suite 106, DEERFIELD BEACH, FIONIOA 33442
<br />(954) 354.0660 1(1166) 396-9999
<br />TEAM O fVic INEF A INGE X PRESS. CON
<br />ENGINIEAINGEFFA"S.COM
<br />ENGiNEERING
<br />Page 2 or 2
<br />All American Shutters and Glass - 24ga Galvanized Steel Storm Panels
<br />No 33% increase In allowable stress has been used in the deign of this product.
<br />Separation from glazing is not required for "P allallons "Ida of Wind tone 4 and essential Facilities
<br />Impact Resistance:
<br />Large Impact Resistance has been demonstrated as evidenced In previously Bsted test reponts). and Is
<br />400ouMed low In the engineering OnW of this product.
<br />Wind Load Resistance
<br />This product has been designed to resist wind be& as iedtcated in this open schoduN(s) on the
<br />respective Product Evaluation Document 0,9, engineering drawing).
<br />Installation
<br />This product shall be instated in atria completes with its respective Product Evaluetan Document 0. e.
<br />engineering drswulg), along with all components rioted Mervin.
<br />Product components shell be of the material specified In that product's respective Product Evaluation
<br />Document (i.e. engineering drawing).
<br />Limitations 6 Conditions of Use:
<br />Use of this product shall be In strfcl acrwrdance worth the respective Product Evoluabon (Document. (i.e.
<br />engineering drawing) as noted herein
<br />All supporting host structures shall be designed to resell all superimposed bads and shall be of a national
<br />bested in this product's respective anchor schedule. Host structure conditions which are rat accounted for
<br />In this product's respective anchor schedule shall be designed for on a site-opeefBc basis by a registered
<br />professional engineer
<br />All components which are permenertty Installed shall be protected against corrasion. Contamination. and
<br />otrlar such damage al all times.
<br />This product has been designed for use Within and outside the High Velocity Hurricane Zone (H1/HZ).
<br />Respectfully.
<br />CNrY '
<br />Frank Bernardo. PE
<br />ENGINEERING EXPRESSfr
<br />bPE(X14hw4 I Cen Audh 1)885
<br />160 SW 12" AVENUE SutTE 106, De6RP1f LD BeACM, FLORIDA 33442
<br />(954) 354-0660 1(866) 396.9999
<br />TEAmOENGaNEERInGExpoti ,COM
<br />EwirlmsEAt NGEXFaess.COM
<br />I P"wniN 55-.7r.
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<br />`1 �� �'I�INM ifNIW:I M[MIYI VH11UN
<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL Ci)
<br />INTO POURED CONCRETE. CONCRETE BLOCK AND WOAD STRUCTURES
<br />pqtUISTING /WXiFO � i I
<br />.-_PDNCREEE on
<br />)/4'a TAPCON
<br />COMC" BLOCK ANCHOR . 12- P C.
<br />TE
<br />Iii TAPCPN k 1-'-' _ _"� _ f49T" HEX HEAD TEN kYOpp 14M1' 1RN HFJD TER
<br />J ` l Hf+!pSTf-. H(CFROM
<br />ANCHOR . 12 Q.C. _ EDGE OFscftv '}�4• FROM REQUIRED r �I �tUGF.' PE
<br />� v?1 L
<br />E.D. ��/F, l / 2-
<br />,/IY-Y4M1• a - 1 ,/.•a-Oelf',�i� � I
<br />as 60l*5 r� N I _ 77 a
<br />I PC ^t•'
<br />M N aA'M I' 1- Mln, i II2' '.., {121a WrR. .a
<br />It -SEPARATION ( 1N11��__ .
<br />- I
<br />EX15Ts'IO M To GLASS l / EXFI:INSA_fl---STO
<br />AINTV- POP CLASS. ALUMINUM
<br />OlAss-mil-pill.:-:-._ ..1�N.WINUM IKIP
<br />GlAS$ yl �
<br />/♦'9. m•r• i 6-0-
<br />a
<br />as stills N B t MAX. a I MAIL
<br />I/A'9-/a.•
<br />PANEL IEHGTM } PANEL LENGTH e
<br />^
<br />I, tai it
<br />p SEPAM 1 ^-SEPARATION - 1 , .__� 'h10a2' 50
<br />7�) I It
<br />R TO GIA55. F `•✓
<br />01 11 lD GLASS 1MUMBSCREW IF e'
<br />BOa
<br />OF V In
<br />14U B �
<br />7- M11
<br />r
<br />ED
<br />to `7
<br />OuTONI ANCHOR
<br />„-1/4-0
<br />i ra D.C.
<br />,/4•■ TAPCUN !' X15TarG POUREp 1' I I•rlWOOD
<br />ANCHOR we 12" O.C. t �, DNCRER 0R - 1tl0;
<br />CONCRETE BLOCK .. v.f I(t _. RCOUMD
<br />REQUIRED
<br />WALL IMIOON
<br />SECTION ET1
<br />E71 � �11W
<br />SCALE 3/8-1" SCALE 3/8.1-
<br />\,t11NN1111rrfIOM
<br />13r- Se ,,��''�,
<br />FLORIDA BUILDING CODE Non NE h Veloct HUrrloans Zone).
<br />tlC7�. * MIN. PANEL LENGTH D. 4 i - alma rariaa, Ill, i f-
<br />SHAH BE 2'-6" 24 GAGE GALVANIZED STEEL STORM PANEL DRANN ar
<br />1. INSTALLATION ARE ONLY VALID FOR MAX, AS,O. DESIGN # : #
<br />PRESSURE RATING ♦/- 40.0 p.a,r. AND 6'-0- MAX �!I or/v/mx
<br />PANEL LENGIH. •Qs S1ATEO • L EC talc GLOBAL PROTECTION PRODUCTS, LLC. WIN,
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 0,4: , FID9113 . a ANr 4m is, aI 61NR,
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC ! "'` "1°`" '�„M"'' N"14 20- t 75
<br />S/ EN n;.li . '•n-'ire ro . as 4w.. ewes: taa.Iw-rsKT. rAN, rw.�
<br />....-
<br />GAAaNIc N. DENSITY OF 0.55 OR EQUAL. +NnM N
<br />,,yONSfUK/olnWrIA I Pun
<br />u w1r +ears
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />WIDTH UNLIMITED
<br />MAP. TO PANEL SPAN)
<br />TOP MOUNT (rONN TYP
<br />TYPE ASREQ'D) SECTIONS
<br />?^ OPTIONAL e,120 MICH
<br />BOLTS wrNEIF
<br />NGHU WITs FASTENED EN
<br />APPROPRIATE SPANPAN TABLE)
<br />g PLAN VIEW
<br />1 11 J
<br />BOTTOM MDILNr 'A (
<br />lOMN TYPE Al
<br />REQ'-1
<br />Roo 1^
<br />MAY BE ATT
<br />Bi BOTTOM `
<br />i TYPICAL VERTICAL MOUNT ELEVATION
<br />\G.V N.T S. ILIWAIRON
<br />TOA MOUNT
<br />(CON�(SPAN ABOVE
<br />IOBSTRUCTION)
<br />I45 D
<br />uN{{
<br />d SSY
<br />1
<br />BOTTOM
<br />OUNT
<br />�{CONN T
<br />AS RE4'D)
<br />-O
<br />���
<br />TOP MOUNT
<br />tCONN TYPE
<br />AB REQ'D1
<br />Ipy�j
<br />a G7 BSFR ION MAY
<br />d ILCCATION MAY VARY
<br />BCYTMM MO (SF�qIy Below
<br />TYPE AS REQ'D) OBST.11111 NI
<br />PANEISMAY.WCHED AS RSQUIwi OPTIONAL 14'-20 STITCH
<br />PROVIDED THAT CONNECTIlNJS AND BOLTS WITHWASHERm
<br />AWHORS.ARE USED WHICH SATISFY WINGNUTS FASTENED
<br />SPANS AIIWEa BE IOW D7161RUCTION, OVERLAPS 9 NIDSFAN(USE
<br />APPROPRIATL VAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />1 NITS, ELEVATION
<br />MOUNT
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />4 PANELS
<br />2 GAUGE
<br />N41NIMUM STORM PANT,
<br />SLP AA ION FROM G1A A A T S
<br />If I2 WIN 1114
<br />I Vh
<br />I55INTIAL fACINTIES
<br />B )
<br />' Il4A%IMUM ,
<br />oESK.N {
<br />PRFS A
<br />wE PAN 41 1
<br />SPAN 11 nNl
<br />INSfAll Ailt N$1FSt
<br />iTtAN il' AeDVF 0110.0E
<br />I NStA1.I.ATID115 uiAtA)EA I
<br />rHAN 10' ABOVI GRADE
<br />,
<br />/
<br />1303
<br />bMI
<br />)Ibl
<br />•/3S
<br />DI
<br />Ili
<br />606 m
<br />1.16 In
<br />+/♦0
<br />13D T n
<br />_ G;061n
<br />Z.T6m
<br />I
<br />6,Wm
<br />7.16n
<br />•.w
<br />I
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<br />6D6M
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<br />lltsbm
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<br />r M) f
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<br />- ..
<br />6 09
<br />_S N n
<br />E&. I
<br />v/65 _59am_
<br />G,il rn
<br />)./rim
<br />WAN SL:FItUULt NU I tS:
<br />1. ENTER SPAN SCHEDULES WITH NEGATIVE
<br />DESIGN LOAD a PANEL FASTI NER SPACING TO
<br />DE IERMINE MAXIMUM ALLOWABLE STORM PANH
<br />SPAN. SCHEDULE tS ACCEPTABLE TOR USE WITH
<br />POSITIVE LOAD'. LESS THAN OR EQUAL TO
<br />NEGATIVE D[BION LOADS.
<br />2. "PANEL FASTENERS' ARE STUDS USED IN
<br />WITH EXTRUSIONS LON3UNCTION WI ALL MOUNTING EX V510N5
<br />("P^.TAACN, SNDDEO ANGLE. ETC.Y USE 6.25'
<br />0 C. PANEL FASTENER SWING TABLE VALUES FOR
<br />ALL'H'. AND •V"•HEADERS (INCLUDING BUILD OUT
<br />r-ONDIT1ONS
<br />3. LINEAR. INTERPDUT[ON BETWEEN LOADS IS
<br />ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD.
<br />GLASS SEPARATION NOTES:
<br />1, ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED.
<br />2 SCHEDULE IS REQII)RED FOR USE WITH POSITIVE LOADS ONLY
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER
<br />LOAD.
<br />3� FOR INSTALLATIONS OUTSIDE OF Me Hi AND OUTSIDE OF ESSE I-141
<br />FACILITIES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION
<br />SCHEDULE 19 NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTEDOPENING IS R R
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES:
<br />AS NOTED IN DESII3M
<br />DESIGN NOTES: 222ULEs
<br />ORIuse Wt1'M'TMIS SYSTEMSgt1ALL ME MINED PER °
<br />9GE0PPARA7EN�ENCGp1pD�f NO IN ACRCEOORUDANIC.1E�{VNF75T1i THE
<br />I OFITHE 121 Ac A I WITH�A6(g J ANO FM
<br />1609 OF THE HD CA BU1LpirIC. LADE SiHALl BE LESB THAN
<br />ORfQ 11RETO THE P, VAITLIyE N TIVEDEsic
<br />N
<br />PWESSURE CAPACTTr VALWES LISTED H
<br />EREIN FOR ANY
<br />A9SEMBLr AS SHOWN.
<br />GENERAL NOTES:
<br />VISIT ECALCI101816:8 $^�
<br />x xel .d U ,A. IYxJ Irv]
<br />r • nl fR p�,@� ,�
<br />rdYPMY4.rrrcA �k i10'Yo�
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />.T
<br />�:iL.'L*
<br />S:i
<br />•�
<br />(
<br />iriB�EA•7E.e6�
<br />s.
<br />�
<br />lii6E'RB
<br />•:
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<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS PANEL FASTENS AS 12 5" O:C.
<br />2.3" E D ANC!
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<br />16 '
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<br />1215
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<br />16.0" 6.■" 72' 115"
<br />3s ' T.r` 61 E,6"
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<br />921' 7,5' 7.
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<br />Wo0D icar1Y 41
<br />46
<br />31
<br />71
<br />1.
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<br />150
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<br />70
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<br />ANCHOR NOTES:
<br />ANCHOR SCHEDULE APPLIESTDALL PRODUCTS 71FIEDHEREIM BUT ONLY PROVIDES i D� IXJ ES
<br />V
<br />MAXIMUM ALLOWABLE ANCNQL SPACING, MAXIMUM ALLOWABLE SPANS HEREIN,
<br />PRESGU PES iNDICAI[-0
<br />IN SPAN SCHEDULE SHAILAPPLY
<br />2 ENTER ANCHOR SCHEDULE d4511 ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE
<br />MATERIAL,a HOR TYPE. SELECT DESIGN LOAD G ALT NEGATIVE DESIGN
<br />LOANC N D GREATER ER THAN ORE O MS E
<br />CONNECTION
<br />EC MUTYPETfR BASANDED
<br />SELECT SPAN GREATER THAN OR EQUAL TO (SEE MOUNTING
<br />N. DEEM
<br />CCNNECnONTYPE t)ASE00N APPROPRIATE MOUNTING CpADTI(ON (BEE MOUNTING DETAILS ON
<br />P F[ SHEET 2 OR PASTIN CATION STUDS
<br />USF 1I N TYRE .
<br />3. "PANEL PASTEEO MARE STUDS USED IN CO.0 PANEL
<br />F WITVIER PACINTMG LE VALUES
<br />F
<br />`9"•TRAL7C 5T DDEo ANGLE ETC 115E 6.15" :C PAN L F FJLSPAQNG TABLE A ES F00.
<br />( U 0 E ASTEN R V LU
<br />)
<br />ALL "H" • AND S SHALL
<br />EASof 1 1TAUEOKLiJOIIN ACCORDANCE
<br />CE Wet ZO 4N)
<br />R ANCHORS SHALL 9E W�TAl1Ep INAfYgIIDANCe WRH MANUFACTURERS:' RC{DMMENOAT7ON5
<br />S. HOLLOW BLOCK FDST STRUCIURE SHALLCOM MM TO ASTM CAD l0.:OCh,
<br />6. MMIMUM POMMENT BMALL 8E AK NOTEDIN ANCHOR SCMEOULE.
<br />r M TA F p MINIMUM EMBF1)MENTAND lDGE DISTANCE EKCLUD6 STUCCO, DAM, PRICK, NO OTHER WALL
<br />MNISHES WALL FINISHES SHALL BE UMTIED TO 1/4" MAK OR SHALL BE YERIPIED BY OTHERS TO
<br />ADENZUA'tW TPANSPM LOADS TO HOST STRUCTURE
<br />S, CONOWE Ar 04M NOT ED HEREIN ILiiALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY,
<br />9, MERE MBTi STRLICI'UR& IS WOOD FRAMING, EY"1617 NG CONDITIONS MAY VARY, FIELD
<br />VERIFY THAT FASTENERS ARF INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTeNMG
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR. SIDE CLOSURE PIECES,
<br />1D. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SMALL BE LOCATED IN
<br />CENTE0.0F NOMINAL 3" jl4` {MIN,) WOOD STUD ("/'" 95GE D/6TANCE'l5 AICCEPTABLE FOR WOOD
<br />FRAMING), WORD STUD-5NAU. BE "SOUTHERN Pt ° G.D.E5 OR GREATEE EIENSITY. LAG SCREW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD,
<br />It. REMCIVABLE A ARE VIALT P LM IJIS SH DE MINIMUM
<br />AYE, ALL -FORM O SOLID -SET a O THE
<br />CMSHING-
<br />L2. NAACNCNE SCILEWSSHALLHAVE ij1"MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD TRUSS HEAD, OR WAFfR HEAD (SIMIRALK WIL7� U.N.O.
<br />13, MINIMUM EMBEDMENT ANp EDGE OIST�iNCE tT.KCLU0E5 STUCCO OIL OTHER WALL FINISHES.
<br />I4, r DESIGNATES ANCHOit IX MIT NS WHICH ARE NOT ACCEPTABLE USES.
<br />Its. * DIRECT MOUNTING CONDITIONS.
<br />I& LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEOLILES U6TEQON
<br />THIS SFiET.
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<br />SHEET NO.
<br />SH 1.5�
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