|
j
<br />r-
<br />Ci
<br />E:Z1 /1 a,
<br />EZ1SN/18 racHORg
<br />-(SEE SECTION E2t & ALTERNATIVE EZIW ON SHEET Is)----
<br />��- I���7(SEE kf .
<br />-*(SEE NOTE 2) -CftW'l@ 9JNOTE 2) -
<br />+t4x1•
<br />k = ice•
<br />,.
<br />jr
<br />END _.
<br />Jj e"s ALUM
<br />D~" jk?" -4, �_ WE, * LAST PANEL(,�t TO EE INSTAL ED AT EACH OPENING $WALL ALWAYS BE
<br />t/2 ( j -O o 0 10 O i C ---- l PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION li INTENt7E7
<br />F
<br />(I I ` • i I I II ,; TO OE IN.,�ALLED FROM €NSIDE Or STRUCTURE.
<br />[ x
<br />�� �I � •� � � f �
<br />f I I r
<br />i � I i� � i i� ! 1 �•
<br />ND L I.
<br />t :_�..- ,---,x',"-T�.r-. .. ._.'T. _.-r_._. ._-.....T_. .(. t....._. rz.._ >-.._. .-.£,.-,...., _,-r s-._T_.T_.� -.T .t ,._.F_._,i_.. r T (1). r,)EF'INInON £7€ e RirS iu70; t-Z HANG STORM PANEL SY'S.TEM
<br />7 i T t { c ^
<br />[ tt CO 65'S t I; 0 E< Cani. TRACKS &
<br />t I N I 1 d r'AN '+ TOP BOTTOM
<br />` j I (iN0 RA3;ti) ' {1NiERiOR PANELS , (INTERIOR PA,HEL i (PrfERR1A PANEL) § � (END PANEL) § 4' '
<br />C I
<br />f SEE NOTE: 2, 9, 4 I 1- ': '. E
<br />t SEE NOTES 2, x, 4 (2), END PANELS SHALL ALWAYS BE CONNECTED TO eOTrOM TRACK'
<br />i E f I j (( 1 1 ` 1 i- t B `O OTHERWISE :A STOP :DAP SHALL E RR041DED AT TOF" OF SUCH
<br />I I g [ I{ MAX. °
<br />PANE(.
<br />PANEL <;.
<br />is LENGTH
<br />[ 'R E 4r al- 400 P-i
<br />L�•) I
<br />{
<br />�
<br />I I+_.f * ; 1 ,,1 ( - .. fl -t � )'k (1-. IF END 1.0-1 ARE CONN1111Ct TO EICIFT M TRACK, CONNECTIi7N[
<br />i
<br />i
<br />1 • I I , _ ( { C _ S TALI CONs,`,5T OF ,, r.Oxs/ M.S. wr Tr@"oXs/s2' W hG
<br />BOLTED PANELS W/ ills-2➢xt I WIT OR r/4"e<3/#" M?n_ TIiUMESGREw INTO TAPPED 8OTILIM
<br />S.s. BOLTS. WJ$, it G4 OVZRLW TRACK 3,OCATri7N OF F SENERS MAY $E AT EITHER 1 PWO
<br />({ j (SEE SECr:DNS As AP'^L'G i
<br />, EXTERIOR FIAT Tk..ANCES OF END PANEL,
<br />{
<br />(4 TO BOTTOM
<br />) INPANELS
<br />_-,.-.I _I -I _._ _.r.._. I.. __ __T_ MAX.m � {",a A STOP S ONLYNUSEDOAT TOP) AT LEAS! TWO
<br />I ,
<br />1
<br />JI� T I I [ j 1 i T t PANELS 51101 BE CONNECTED 70 BOTTOM TRACK USING SPECS
<br />1--;--.<}--'(-'-'t-" '-'t INDICATED ON NOTE TR A. IN SUCH CASE, OF
<br />s
<br />a
<br />MAY PANEL LOCH
<br />L1 E .a,.lJ J_LL PANELS TO 801TOAa TRACK MAY OCCUR AT ANY RAVEL LOCATION.
<br />JJ_L .,i_.1_L_.JJ1L.I JJ_ L`L'JJ_i LL.11,._>Fi1_1-L
<br />Ilt
<br />I
<br />SEE NOTE R
<br />_. 3" Wil, - 3` `- '[' INSTALLATIONS ONLY ;1t7 fDR WIND • Win. S E !W/'iD SEE MI, M;n
<br />Nrnr S NOTE '
<br />SPEED UP TO F ,
<br />ANCHORS ..
<br />----.(SEE SECTION E21 At AITERNATWt EzIW ON S.M 19). ___._ -____.
<br />EZI/T8,
<br />€Z1W/t&
<br />TYPICALTf N FOR SERIES 2000- .A PANEL 1 SYS'
<br />SCALF: 3/2'=1"
<br />2.6a7'(A R rO+T.Rl d' t; L9(F�, ALP
<br />- �' ak W}iCA.E VAULY)
<br />s
<br />j'
<br />SECTION A -A 11icA1 I:tAltl�#
<br />'1
<br />/3<`=1' L4jtt 71(
<br />SCALE:A�L t
<br />,.� 4�• EN r{'? FLORIDA BUILDING CODE (Non FR h Velocity Hurricane Zone)
<br />441- �2a2a nt7rw 4x 24 GAGE GALVANIZED STEEL STORM PANEL-
<br />S
<br />Q STA E O ff ~ i» 3 eNte GLOBAL PROTECTION PRODUCTS, LLG. R7/a `ra
<br />`^.•`^ Tzsntttr A [NdiNBE. 6 Go4FAKY -0 S,M. sI 519 t'r
<br />.#xf$
<br />- �UPi1V nt .Wq,. »- hs Nb t9ARr au�xe.13ep. L14W3. FL 333tt 20=175
<br />lw',lr Pemn:r-Exak >m'lkP Pa..{aaiP e'W%.s: {P.salfAa-T3a5. ,}X'r_XAi-ff131
<br />Ga. I
<br />lxrylt3LnArAA WA4']Efl A Pllllr b., r•.E a Ab if.e# a
<br />Van 14 bf ig
<br />EN iNEERi1 vG
<br />EN131INEERINC3 EXPRESSO
<br />PRODUCT EVALUATION REPORT
<br />September 15 2020
<br />pt ,
<br />Application Number: f 1 R2
<br />EX Project Number, 20,31543
<br />Product Manufacturer All American Shutters and Glass
<br />ManufecwrerAddress, 1U0Donna Road
<br />West Palm Beach, FL 33409
<br />Product Name & Desanptton: 24ga Galvanized Steel. Storm Panels
<br />Large Missile Impact Resistarn
<br />Scope of Evaluation.
<br />'s Product Evaluation Report is being issued f accordance with the requirements ofthe Florida
<br />This Pr o R po b rig n
<br />Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter
<br />61 G20-3.005 F.A.C. for statewide acceptance per Method 1 d1. The p product noted above has been
<br />P (
<br />tested andtorevaluated as summarized herein to show compliance with th the Florida Bu3ding Code
<br />o f r for i purpose I equivalent ed ha ode.
<br />Sev n h Edition 02C1 and s, the Intended, at eastto that required t C (2 )
<br />Ru f�re4 by
<br />Ra-eval atIon of this product shallbe required following parhnent Florida Building Code morations or
<br />revisions,
<br />Substantiating Data:
<br />PRODUCT EVALUATIONAOCUMENTS
<br />raw FX ding #20-31543 tlttett'24ga Galvanized Steel Storm Panels (HVHZ. & Non-WEIZ)",.sheets 1-5,
<br />prepared by Engineering Express, signed &. Based! by Frank Bernardo, P,E. is an integral part of this
<br />Evaluation Report.
<br />• TTESTREPORTS
<br />Uniform stake shuctluaal performance has been tested in accordance with TAS 202 test standards per test
<br />reports) ZT-ASG-17-001 by Blackwater Testing, Inc.
<br />Large rrnssile impact resistance and cyclic loading performance has been tested in accordance with TAS
<br />201 and TAS 203 test standards parted report(s) #BT-ASG-17-001 by Blackwater Testing. Inc.
<br />. STRUCTURAL CALCULATIONS
<br />ENGINEERING
<br />Structural engineering calculations have been prepared which evaluate the product based on
<br />comparative andtor rational anatysis to qualify the following design crteds:
<br />1_ Maximum Allowable Spans.
<br />2, Minimum AllowatiteSpans
<br />3, Minimum Glass Separation
<br />4, Anchor Spacing
<br />160 SW 12t" AVENUE SUITE 106, DEERPIEL➢ BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAM NG EXPRESS, COP,
<br />ENGINEERING EXPRESS. TOM
<br />ENGINEERING
<br />Page 2 uF2
<br />All American Shutters and Glass - 24ga Galvanized Steel Storm Panels
<br />No 33% Increase In allowable stress has been used to the design of this product.
<br />Separation from glazing is not required for installationsoutside of wind zone 4 and essential faeilittes.
<br />Impact Resistance:
<br />a impact Resistance as been demonstrated evidenced In Previously us listed test r o s and La Im a - R s ante D n n ed as ev need o e rt Is
<br />f9 P Pr ty eP ( D
<br />accounted for in the engineering design of this product.
<br />Wind Load Resistance
<br />That product has been designed to resist wind loads as indicated in the span schedule($) on the
<br />respective Product Evaluation Document O,e. engineering drawing),
<br />Installation
<br />This product shall be Installed In strict compliance with its tespecth7e Product Evaluation Document (,.a
<br />engineering drawing), along With all components noted therein.
<br />Product components shall be of the material specified in that product's respective Product Evaluation
<br />Document (i.e. engineering drawing).
<br />Limitations & Conditions of Use:
<br />Use of this product shall be in strict accordance i th therespecLrespective Product Evaluation Document(Le
<br />engineering drawing) as noted herein,
<br />All supporting host structures shall be designed to resist aft superimposed loads and shall be of a material
<br />listed to this product's respective anchor schedule, Host structure conditions which are not accounted tot
<br />)nthis product's respective anchor schedule shall be designed for on a sfte-speciffc basis by a registered
<br />professional engineer.
<br />AN components which are permanently Installed shall be tected against corrosion contamination and
<br />Ro p Y Rio 9 :.
<br />other such damage at all times,
<br />This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ).
<br />Respectfully.
<br />e'3.M1
<br />x L.
<br />Frank Bernardo, PE:
<br />ENGINEERING EXPRESS
<br />01FOO465"15i I Cert, Audi, 9885
<br />160 SW 12Y1 AVENUE SUITE 106., DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM 0ENGINEERING EXPREss.CoM
<br />ENGiNEERINGEXPRESSCOM
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<br />_ POURED [ I
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<br />CONCRETE OR Ile* TAPDON
<br />Ile
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<br />RREQUIRED.A
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<br />t/a'e TAPCON
<br />Err -__. _ - ..__�_
<br />FROM
<br />ANCHOR 4 T2' OG SCREW FROM flERUIREp_ { _ SCREW Ot'r/<'
<br />EDGE OF t { , 1 ( ..-{7 /j ECCE OF (1�
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<br />PANEL LENGTH >p 1/a"' _ _.!t _ ., # AiA%..
<br />�W. -_I ___.'_ ___.__,t PANEL LENGTH #
<br />FI-•sii'AkhTfON i � [i i� �'^' _ _ � _lr4'0-7Gr2'
<br />8 Tr0 DL&SS. 1
<br />N TO. GLASS j THUMBSCREW O '
<br />56A
<br />R j
<br />H
<br />THUMBSCREW I
<br />E D .,a r; I f i UAx
<br />-
<br />I-{�}
<br />1,Wo TAPCON ANCHOR
<br />' )
<br />>E•, �t 2-W WOOD
<br />!
<br />1/4"A TAPCON '"rft EA:PunNG POURED i
<br />T s' T�
<br />•_`O"pNpRETb
<br />GLATE
<br />ANCHOR 0 i2' OC a{ < DR
<br />' CONCRETE IELOCK I EOU1REb
<br />-•
<br />OLTRED, ,'i
<br />WALL lJiQUNTINCs jIl�f»:�fS3
<br />SECYtOP4 EZI �1°ERMATTYE #W
<br />SCALE 3/8=1" SCALE 3/E-11"
<br />FLORIDA BUILDING CODE (lion Nigh Velocf Hu rtfcone Zone)
<br />NOTES: 1k MIN. PANEL LENGTH m i -
<br />D•+4#I I '�° 24 GAGE GALVANIZED STEEL STORM PANEL rs"
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. A.SO. DESIGN SHALL BE 2'-6' ar *-.------e• °' W.
<br />PRESSURE RATING +/- 40.0 p,s f. AND 6'-0' MAX "-
<br />PANEL LENGTH, m STATEC _.._ ._I ` L Q ttKe.. GLOBAL PROTECTION PRODUCTS. LLC. 01 �'nb9Q
<br />`L(}FSO rma se: s+ $ra
<br />2, FOR NEW WOOD FRAME CONSTRUCTION: WOW y .YO` _ a nub rz oo a Raxi
<br />� ' Ns XQ Nb n n+» CAW, IL 33di4
<br />to T :4wA8A 20- T 75
<br />Q-..• •a � yin . '+,4.. • ?mxT ero Ka : S1�i Pr+-.sar. Pltta¢ fsaro)eas-.was. Ni tF1etrai sT
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
<br />f
<br />DENSITY OF 4.55 OR £DUAL ''9taz#rrN:ni
<br />-.. DRwwNc w,
<br />,Es yRwArLAIE✓nF:rL
<br />ij ER 'I,
<br />ALL AMERICAN SHUTTERS AND CLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ 8L NON-HVHZ)
<br />-OBSTRUCTION
<br />AFFKVF1UFI I t SFAN -I±ACI
<br />O
<br />z�
<br />PLAN VIEW
<br />W�
<br />j
<br />\
<br />(
<br />{ 9
<br />fJ
<br />QDTTDMMDUt2:NT
<br />-
<br />i
<br />\ 1
<br />(cONN TYPE
<br />\
<br />/
<br />Eo)
<br />R0:39i"..
<br />'0'37s°''
<br />MAY BE AT -_�-.r"
<br />0. BOTTOM
<br />i TYPICAL VERTICAL MOUNT ELEVATION
<br />k'N�Iiif N.T S -
<br />ELEVATION
<br />TOP MOUNT
<br />LrrAX
<br />ICONNN
<br />AS, REM(
<br />13
<br />(SPAN ABOyE
<br />'
<br />BOTTOM
<br />OUNNNT
<br />(CO TYPE
<br />AS REQ'Q)
<br />TOP MOUNT
<br />(CONN TYPE
<br />As R 'D EQ )
<br />-OB:s'IRIICTTON
<br />(LOCATION MAY VARYL
<br />Lmax
<br />'BOTTOM MOUNT (CONNI /
<br />VPEAS RE42'T')
<br />(SPAN. BELOW
<br />DESTRUCTION)
<br />'PANELS MAY BE NOTCHED AS REQUIRED.
<br />OPTIONAL 20 STITCH:
<br />BOLTS WITH Vi4$HERED
<br />PROVIDED THAT CE)N IECTIONE AND
<br />ANCHbRs,B;aEUSEDSVF!1GIHSATISFy
<br />VANGNUTSF*TENED'@
<br />SPANS ABOVE a BEI_t3}U OBS"TRUCTSOlN:
<br />OV9iLAPS'¢i MIDSPAN {USE
<br />APf1i0PRIATE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />ELEVATION
<br />SPAN PANEL ALLOWABLE N & GLASS
<br />_ B A
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />MI FORM PANEL
<br />(4
<br />"L.. RATID NSROM1- A
<br />pw42, WIND ZONE 4
<br />$, ESSENTIAL FA01WES)
<br />!. MAXIMUM :.
<br />{
<br />DESIGN ' G Ell'
<br />Au wA
<br />I
<br />� R Ta
<br />iWAN301AVN5 EA.,.R
<br />PRESSURE
<br />SRk1 E 1 SPAN irmal
<br />A443CABONSLF55
<br />n+AN 3R`ABOVf, GItAOE
<br />ANON d0 AaDV£GAAJE
<br />3
<br />/ SB9O1
<br />Y
<br />bO6 n
<br />_ 236 r _
<br />40 I 13UD1.-.
<br />_
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<br />?i in
<br />a
<br />% p 110nRr
<br />Soli 1n
<br />416 In
<br />f 1.0.0 kl
<br />6A6 4n
<br />i 7i t1*
<br />156
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<br />§
<br />8 SJn
<br />: i 59 am
<br />6,I1 in
<br />..711n�
<br />:01AINd ,LHtULILlz IVU I tS:
<br />1, ENTER SPAN SCHEDULES WITH NEGATIVE
<br />DESIGN LOAD S PANEL FASTENER SPACING TO
<br />DETERMINE MAIMUM ALLOWABLE STORM PANL.
<br />SPAN, SCHEDULE 15 ACCEPTABLE FOR USE WITH
<br />POSITIVE LOADS LESS THAN OR. EQUAL TO
<br />NEGATIVE DESIGN LOADS.
<br />2- 'PANEL FASTENERS" ARE STUDS USED IN
<br />O ON WITH MOUNTING (" CONJUNCTION ALLEXTRUSIONS
<br />(°F"-TRACK, STUDDED ANGLE, ETC.), USE 6.25'
<br />O C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL'H"- AND "U'A ISAIDERS (INCLUDING BUILD OUT
<br />CONDITIONS
<br />TAR INTERPOLATION BE't '. LOAD Y5
<br />3, LINEAR BETWEEN S
<br />A EFTOTHERWISE U E W HIGHER 1 CC ABLE.AD.
<br />N S A
<br />GLASS SEPARATION NOTES:
<br />1. ENTEk SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO OETERM11i
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPE14ING TO BE PROTECTE13
<br />2, SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY,
<br />N Pi T NEXT
<br />INTERPOLATION BETWEEN LOADS i5 ACCEPTABLE. OTHERWISE USE N HIGHER
<br />LOAD.
<br />INSTALLATIONS TIDE F THE HVHZ AND DE S ENTIAL 3. FOR M5 ONS OUTSIDE O OUTSIDE OF r55
<br />FACILITIES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION
<br />SCHEDULE 15 NOT REQUIRED AND NO MINIMUM SEPARATION FROM -IHE
<br />PROTECTED OPENING 15 REQUIRED.
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES:.
<br />RS NOTED IN DESIGN
<br />DESIGN NOTES; I SCHEDULES
<br />POSIT VE R D NEGATTVE ESIGN PRESSURES CALCULATED
<br />FOR 45E 4VINTH`THIS STSTPM'SHALL BE DETERMINED PER
<br />S P T E GI NG IN CCORDANCE WITH THE
<br />E T1 E N N A N H
<br />GOb R War ESS RE RE U : ENTS A5.
<br />E NI OQ U LREM R pp
<br />E R t CORD E V iTFI CE 7 AND C' AF: ER
<br />D FE M NED 1N AC. ANG { AS H T
<br />1609 OF TFIE FLLpp OABUILTIING'CODE SHALL @E LESS THAN
<br />OR EQUALYOTI-(E ROKTTNE OR NEGATIVE pESIGN
<br />PRESSURE O4PAATY VALUES LISTED HEREIN FORANV
<br />ASSEM@CY RS 5 OWN.
<br />GENERAL NOTES;
<br />2. W033 L)3x INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE.
<br />DESIGN OF THIS SYSTEM:
<br />3: THE ARCHITECTlENGINEER OF RECORD FOR THE PROJECT
<br />SUPERSTRUCTUREWUHWHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE
<br />FOR THE INTEGPITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH
<br />SHALL BE COORTNATED BY THE PERMITTING CONTRACTOR, _
<br />4 SEVRRATE'Sri£-SP�U, 4,EALVQ_ZNGINEERMSSHALL& NEgUIftCi)l;rl
<br />O R TE . A D TEOr P L f JEn
<br />RDE Too A OMl.n DB EFLEL iG ORB' ORASk
<br />HEREIN. CONTACT THIS, EN GINEE�FDR ALTERtIA'TE SPAN LALCULATdONS AS
<br />NAY BE REgU[REp,
<br />5, TH;'SYSTEM pET LED f)MON I5 GE"ERIC AND DOES NOT PILDINClE'
<br />I11014 TIOr FOR SPECIFIC SITE. FOR eiTE CONDITIONS IAFFE NT FROM
<br />A i R RIE
<br />THE CO MoOJONE DETAILED HEREIN ALICENSED ENetNEER DR RGG[BTERE➢
<br />t1RG I7Ecr SIN ALL PREPARE SITES E[IrtC DOCUMENTS FORUSEIN
<br />CONJUNL'f16N iYnt1?FITS rxIcaMENi
<br />Svcc DESIGN P�nSBIrRE 4'.MDTcpoFETv6oarAA,IASED ON MAXIMUM TESTED':
<br />J MAYSEINTERCHAN-P AS f C.
<br />BE MOUNTED VERTICALLY OR
<br />REIN SHALL BE Ella -LED TO
<br />rrA�AAI ALL CONCRETE ANCHORS P ER
<br />'BLE TO INSULATE OR PROTECTALL
<br />1LS TO PREVENT ELECTROLYSIS:
<br />TO VALIDATES STRUCTURAL DESIGN AS
<br />ADDITIONAL
<br />GS TO THrs D➢EUMENT
<br />CATION
<br />nl anuris:Aa4t_ PF (I) LAEEL
<br />VISIT C-;rALC-1731815A3'
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<br />23'
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<br />?3"
<br />?3"
<br />ii"
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<br />2.3"
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<br />33Sir"
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<br />13"
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<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS, PANEL FASTENERS N 12,5 OC,
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<br />5.0'
<br />12 5
<br />12.5'
<br />16 ❑'
<br />15 ❑
<br />1 6 '
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<br />12 5
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<br />123"
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<br />ANCHOR NOTES:
<br />1 ANCHORSCHEDULE A PLIES TO ALL PRODUCTS CERT1F1ED
<br />HEREIN,
<br />BUT ONLY PROVIDES
<br />MAXIMUMALLOWABLE ANCHOR MAXI MUM ALLOWABLE SPANS ND PRMU RES INDICATED CATED
<br />SPAN SCHEDULE SHALL APPLY,Z
<br />ENTERANCHCM SCHEDULE BASSOON PANEL FASTENER SPACING, THE EXISTING STRUCTURE
<br />MATERIAL, & ANCHOR -TYPE SELECT (DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DE5IGN
<br />LOAD ON SHUTTER AND 5ELECT SPAN GREATER THAN OREQUAL TO SH ITT ER SPAMSELECT
<br />CONNECTION TYPE BASED ON APPAOPRTATE MOUNTING CONDITION (SEE MOUNTING DETASLB ON
<br />SHE : 2 FO TOE FI CN flF CONN IO Ti'PE .. Ef R NTT CAI( ECT N K
<br />3. "PANEL FASTENERS" ARE STUDS USED IN GON)IINGTION fNTH ALL MOUNTING EXTRUSIONS
<br />FASTENER F
<br />F"-TRACIE 1UOT+ED ANGLE Er£ ❑SEE25 d:r.0 PANEL ASf ER SPACING TABLE VALUES OR
<br />( N
<br />LL°ii"-AND"U"-HE DERS (INCLUDING CONDITIONS) A A ( N R )
<br />4 ANCHORS SHALL BE INSTALLED IN AOCQRDANCE VVITH MANUFACTU 0.ER5' hECOMMENOATIDN6
<br />5 HQ"OW BLQr'K HOST STRUCTURE SHALL CONFORM 70 A5TM C90 BLOCK:
<br />6 MINIMUM EMBE4MENT SHALL BE AS NOTM IN ANCHOR SCHEOULE,
<br />I
<br />7 MINIMU EMe DM TANG EDGEDISTANCE NCE EXCLUDES STUCLY] FOAM PRICK ANOOTHERW L
<br />M E EN A
<br />WISHES WALL FINISHES TALL BE tlMi-ED TO L 4 AM 9. SHALL E VERIFIED B OTHERS O
<br />Fi HES A F S Si- M R A li Y DTHF 7 f V
<br />DE U TEL TRANSFERL O STRUCTURE A R A 4 GADS T HOST
<br />6. CONCRETE ANCHORS NOTED HEREIN SHALL BE. EMBEDDED TO UN -CRACKED CONCRETE ONLY.
<br />9: WHERE €XISTING:STRUCTURE IS MOO FRAMING, EXISTING CONDITIONS MAY VARYFIELD
<br />VERIFY THAT FgSTENE{A5 ARE ]NTOADEQUAT'EWOtlD FARMING MEMBERS, NOT PLY WOOD. FASTEN,WG
<br />TO P YWCOD I5 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES,
<br />To LWHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN
<br />CENTER OF NOMINAL 2" X 4' (MIN,) WOOD STU D (Y,' EDGE DISTANCE 7S ACCEPTABLE FOR WOOD
<br />FRAMING) V4000 STU0 SHALL BE "SOUTHERN PINE" G-0,55 OR GREATER DENSITY LAG SCREW
<br />SHALL HAVE PitLURE PAN HEAD OR HEX HEAD.
<br />1L. REMOVABLE ANCHORS ARE OEWALT PANELMATE ALL -POINTS SOLID SET & BRASS BUSHING-
<br />L2. MACHINE S:REV:S SMALL HAVE (h "MINIMUM ENGAGEMENT Of THRER D51N7D THE BASE
<br />ANCHOR AND MAY HAVE E A PAN HEAT, TRUSS HEAD, ID WAFER HERO (SEWALK U-N.D.
<br />13,
<br />MINIMUM EMBEDMENT
<br />AND EDGE DISTANCE EXCLUDES STUCCO MOTHER WALLFTNiSHE(SHE S.
<br />14 M DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES
<br />15. * DIRECT MOUNTING CONDITIONS_
<br />16. LINEAR INTERPCLA71DN 15 Nar PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET
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<br />SHEET NO.
<br />SH 1.5.
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