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<br />ENGINEE"ING
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<br />ENGINEERING EXPRIESS*
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />Application Number: 117309.1 - R2
<br />EX Project Number 20-M543
<br />Product Manufacturer, Aill American Shutters and Glass
<br />Manufacturer Address I S40 Donna Road
<br />Virest Palm Beach. FL 33409
<br />Product Name SO Descripstron 24ga Galvanized Steel Storm Panels
<br />Large Ntmwle Imped Resistant
<br />Scope of EvaluarVon:
<br />This Product Evalustion Repon is being issued in accordance with no requirements of the Florida
<br />Department at BLINnon and Professional Regulation (likindis Building Commussion) Rule Chapter
<br />SIG20-3 005, F.A.C_ for Statewide acceptance per Method l(d) The product noted above has been
<br />tested and/or evalurded as summarized herein to show compliance with the Florida Bulding Code
<br />Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Code
<br />Re-evaluation of it*& product shall be requited following pertment Florida Building Code moclificallorts or
<br />restsions.
<br />Substantiating Data:
<br />Is PRODUCT 11YALLIA-1111
<br />EX drawing $20-31543 U#ed '24ga Galvanized Steel Storm Panels (HVHZ & Non-HVKZ)'. Shoals I -5L
<br />prepansil bV Entliftims" Expri signed & sealed try Frank Benriardo. P E is an integral part of this
<br />Evalluartron Report-
<br />. TEST REPORTS
<br />Uniform static Structural pestformancer has been tessed in accordance with TAS 202 led standards pat test
<br />roport(s) #BT-ASG-17-001 by Blackwater Testing. Inc
<br />Large marmis, urribi rasistance and cyclic loading performence has been tested in accordance with TAS
<br />201 and TAS 203 test standards per test resport(ii) OBT-ASG-1 7-001 by Blackwatef Testing. Inc
<br />. ST]tUCTURAL EN(UNEERING CALCULATIONJ
<br />Structural engifiseerhig Calculations have been prepared which evaluate the product based on
<br />cornsperafter andfor ishonal analysis to qually the following design criteri
<br />1 Massitimusis Allowabler Spans
<br />2. Minimum Allowable Spans
<br />3 Minimum Glass Separation
<br />4 Anchor Spacing
<br />160 SW 12"' AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 3S4-0660 1 (866) 396-9999
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<br />AllAmerican Shutim. and Glass - 24ga Galvanized Steel Storm Panels
<br />No 33% increase in allowable stress has been used in the design of this product
<br />Separation from glazing Is not requited for Installestiorms outside of wind zone 4 and sesentral faciNbes
<br />Impact Resistance:
<br />Large, Impact Resistance has been demonstrated as evidenced in previously Isled test restrod(s), and Is
<br />accounted [of in the engineering design of this Product.
<br />Mind Load Resistance
<br />This Product has been designed to iessist Wind loads as indicated in the span schedule(s) on the
<br />respeclive Product EvakiMion Docurnerill 0 a engineering drawing)
<br />Installation
<br />This product shall be Instalkid in said consiollaricis with as respective Product Evalusbon Document is 0
<br />engineering drawing) along with all components noted therem
<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 that product shall be in strict accordance with the respective Product Evaluation Document (i.e
<br />engineering drawing) as noted herein
<br />All supporting holat structures shall be designed to restst all superimposed loadir and shall be of a material
<br />listed in this products respective anchor schedule. Host struclute conditions which are not accounted lot
<br />in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered
<br />professional engineer.
<br />AN components which ate permanently installed shall be protected against corrosion. contamination. and
<br />other such damage at all firries,
<br />This product has been designed lot Liss Arthur and Outside the High Velocity Hurricane Zone (HVHZ)
<br />Respectililly.
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<br />160 SW 12'" A�Eliuf SUITE 106, DEERFIELD BEACH, FLORIDA 33442 .
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<br />11 j - 11 -
<br />OF �111 - - . I -_ - - -1 -
<br />I #I C, )
<br />0 I' MITI .
<br />II-SEPARTION I It V* MRO, :: 1/4-0-20.2- 50%
<br />4 R.-SEPAR&TION THUMBSCREW
<br />go to GLASS I - (j)
<br />TO CLASS F V
<br />I 50% A i 0
<br />0
<br />Is i ./4'0-20.2' 0, -L- I
<br />, ,
<br />C, 'UMBSCRI Is I
<br />_` -
<br />- � - IT
<br />- t _71 - - _7
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<br />. k I __11� I (�)
<br />__ �
<br />; - 1 /2 1 1 - I I
<br />�
<br />TAPCON
<br />T ,
<br />- . I/4'* ANCHOR
<br />" I i- , ..
<br />"', , -- . * 0 12* O.0
<br />I , I
<br />1, � ,.;
<br />t/4-0 TAPCON _,-� , ��, I ; �
<br />. ,_ grST -- � 1 2*.4' WOW
<br />I I � -- 1, LATE
<br />ANCHOR 0 12 0 C " 0 4CIN&PURED
<br />:, VI OR I
<br />1:1 I 1, ,:, I REQUIRED
<br />. . CONCRETE BLOCK . - � I - ..--
<br />REOURED � �
<br />WALL MOUNTING WALL MOUMNG
<br />SECTION EZ1 ALTERNATWE E21W
<br />SCALE 3/8-1- SCALE 3/8-1-
<br />.... 41-.11,44
<br />",/,�'Ossls%
<br />I,- T103
<br />...I.. .!!'
<br />/,"Ov,,
<br />-� Q_., .. E S""I-0%
<br />I.. N .. .
<br />o'. �r ..
<br />.
<br />. .
<br />1 . . 1; FLORIDA BUILDING CODE (Non High Velocity Hu, ,came Zorsq)j
<br />a= as MIN. PANEL LEN = .1 : 0.441 * , . � 's,"M - 24 GAGE GALVANIZED STEEL STORM PANEL 1p
<br />-A .
<br />Z *: * :
<br />I� INSTALLATION ARE ONLY VALID FOR MAX. &S.D DESIGN SHALL BE = . Tit
<br />D
<br />17� 2 , -6" -1
<br />PES" .
<br />"w %
<br />PRESSURE RATING +/- 40,0 ps,V AND . -0 MAY , � /N.
<br />I � -
<br />. 15� \
<br />TE 0 . 9
<br />;k ,�, STATE 0 GLOBAL PROTECTION PRODUCTS. LLC. "N
<br />PANEL LENGTH. - C
<br />777 �
<br />.
<br />, .r ,�� �,��
<br />. I "G<, - _�� -
<br />I
<br />,7 * -:, T1U,xr "Is"Ito a E�� cOss"FAMIT, sm S. 0 STWEIT'
<br />, 0,;,4
<br />2, FOR NEW WOOD FRAME CONSTRUCTION: WOW j . �_ . - _.. .1. SAVE. FL =14
<br />14
<br />. . 20- I 75
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC � .::.!V..Pt,_ mosr.__ _: N.'sess_,II '. LNHIM-Mr
<br />��T,"""/
<br />"T
<br />DENSITY OF 0,55 OR EQUAL. , Q N AV _ osswss,,�. IOI,
<br />M!i#II"sA%,1%UMUrACA.Tt cA_ox1C?I9 =.! 1 - 11 - !it
<br />I
<br />I M& u-, &T, . � I F1,59 i i I SkM 18 W 11
<br />-
<br />I I
<br />-,
<br />_%
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) �
<br />W
<br />- (REAP, To PANEL SPAN)
<br />TOP MOUNT (CONN, TYP.
<br />I
<br />TYPE AS REQ'D) SC�TIONS
<br />,
<br />OPTIONAL W-20 STIFICH
<br />BOLTS WITH WASHERED
<br />T_
<br />/-
<br />WINGNUTS FASTENED
<br />I
<br />/I OVERLAPS 0 MUDSPAN@(USE
<br />�l � -�
<br />, I APPROPRIATE SPAN TABLE)
<br />a i ? 'i?
<br />/
<br />ON. . , I
<br />-7,
<br />?
<br />PLAN VIEW
<br />- - - _____T
<br />E F---. I
<br />,J�,
<br />I
<br />vimj�
<br />�� Z
<br />S6"
<br />-_
<br />, -1,
<br />IIz-a
<br />-
<br />I'll I �
<br />I
<br />BOTTOM M I"
<br />(CONN TYPE ASE
<br />I
<br />REQ'D)
<br />"
<br />' "
<br />MAY BE AT 7��
<br />__
<br />-
<br />&BOTTOM
<br />(2� TYPICAL VERTICAL MOUNT
<br />ELEVATION
<br />si,�� N T S
<br />ELEVATION
<br />Top MOUNT
<br />Ixr
<br />(C" TNPE--,,
<br />AS REQ'., ,,,
<br />(SP ABOY E
<br />F,
<br />- S71ILIMON)
<br />BOTTOM
<br />-!�l -
<br />�
<br />F-MOUNTryFf
<br />_,
<br />nj�g
<br />(CONN
<br />IK =1
<br />I §�t-. I .
<br />E a I
<br />-
<br />- I LOCATION MAY VARY)
<br />I
<br />.
<br />- i� i Z r.
<br />0
<br />� i .- � �
<br />P MOUNT
<br />L IM
<br />ICOPIN TYPE
<br />AS AEQ'D)
<br />.... ..
<br />Bromm HOLUM (ocrNN-/
<br />-
<br />OUT
<br />(SPAN BELOW
<br />FIRE AS REQ'D)
<br />�
<br />OBSTIUUCFION)
<br />1AN11S MAY BE NOTIFIED AS-_
<br />1W'-2D5TTFCM
<br />a.- VITTH WASHERED
<br />PROV DOW THAT CONNECTICINS A4S-' �
<br />ANCHrS ARE USED WHICH SAL
<br />�
<br />"'IN'. S FASTENED 0
<br />I
<br />OVERLAPS 0 MIDSPAN CUSE
<br />APPROPRIATE SPAN TABLE)
<br />VERTICAL MOUNT
<br />ELEVATION
<br />PANELS)
<br />N.TS.
<br />- T(NOTCHED
<br />EL-EVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />I ___ -
<br />NJMUMSJOR PAIR, SkO,ARAT*ftWMGLA55
<br />,.VHZ. VOUNII
<br />ZCAf 4 V, ESStNTIAJ FACIHITS) :
<br />. MAXIM-UNt
<br />-
<br />�"`
<br />I
<br />0k"GN,
<br />ALMWABLt
<br />INSTAILIATIONS LESS INSTAILATIONSORFATER �
<br />PAESMA
<br />SPAN i11
<br />DOAN )VARCIVE
<br />GRADE IHAN 30 ASOW GRADE ':
<br />(Psf I
<br />:
<br />�
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<br />I
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<br />- - -
<br />606 .
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<br />______ - - -_ ___
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<br />'1111-
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<br />_
<br />.
<br />t- &13.
<br />2.4 I,
<br />____ ___
<br />:sFAN t)LNI:L)ULr Wlt:b: -7
<br />1 ENTER SPAN SCHEDULES WITH NEGATIVE
<br />DESIGN LOAD & PANEL FASTENER SPACING TO
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />POSITIVE LOADS LEW THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADS .
<br />2 �PAAEL FASTENERS" ARE STUDS USED IN
<br />CONJUNMON WITH ALL MOUNTING EXTRUSIONS
<br />4.p__
<br />'"CR. STUDDED ANGLE. ETC I USE6,25'
<br />0 C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL ,H". AND'o, HEADERS (INCLUDING BUILD OUT
<br />CONDITIONS)
<br />3, LINEAR INTERPOLATION BETWEEN LOADS IS
<br />ACCEPTABLE, OTHERWISE USE NW HIGHER LOAD.
<br />GLASS SEPARATION NOTES:
<br />I ENTER SPAN SCIONED LE WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />PIT HIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED
<br />2 SCHEDULE 15 REQUIRED FOR USE WITH PM177VE LOADS ONLY
<br />INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE, OTHERWISE USE NW OIGMIDL
<br />LOAD
<br />3 FOR INSTALLATIONS OVUITSIDE OF THE HVKZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN ASIM WIND ZONES I THROVGH 3. THE GLASS SEPARATION
<br />SCHEDULE Is NOT REQUIR:VNEDNO MINIMUM WAFAVION FROM THE
<br />PROTECTED OPENING IS I In
<br />�K;T.
<br />�,�"'%
<br />Mmro,k�%!L, I
<br />� -_
<br />*
<br />I IV Or - -,
<br />-� -�
<br />.. -
<br />. - , ".''. 11
<br />_!, � ,
<br />;i� _11.,.
<br />MAXIMUM ALLOWABLE
<br />_14_1""'.
<br />�_! � . �- 1=11.*
<br />' , - ,,,
<br />DESIGN PRESSURES: , �
<br />KNITIPI
<br />, -
<br />��
<br />%t
<br />, 1.51;
<br />�P' skwl;
<br />�,
<br />5 ."IMS
<br />�v
<br />FAS NOTED IN DESIGN
<br />DESIGN NOTES: I SC:HEDIIIE$
<br />1
<br /> so 4
<br />� a
<br />NEGATIVE DESIGN PRESSURES CALCULATED
<br />FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER
<br />- . *
<br />I IM M I
<br />,
<br />SEP ENOIN IN ACCORDANCE WITH THE
<br />00 E Me RE WIFE SNASCHAPTER
<br />IN MNTA
<br />_',
<br />I ; St
<br />5 e 3
<br />� � , 'Em ,
<br />I
<br />R I CORDANCE H
<br />I 0
<br />1609 OF BE LESS THAN
<br />,
<br />. I 0 NO 21
<br />N 60DET,ft
<br />CA UA SIGN
<br />FIR&UP CAPACITY VALUES LISTED HEREIN FOP. ANY
<br />I I
<br />� �> -
<br />� i
<br />I
<br />ASSEMBLY AS SHOWN.
<br />GENERAL NOTES:
<br />� =
<br />I I , A
<br />142, S
<br />I
<br />ifills-A' 5-�Ill V
<br />'a
<br />1. THIS SPeCUICATION WAS BEEN DESIGNED AND SHALL BE 'Aak"UM IN
<br />I. a
<br />I.! m I
<br />ACCORDANCE WITH THE f%VlR1MffNYi OF THE FLORIDA BUILPMG CO
<br />SEVENTH EDITION R LOSE TRISIDE AND OUTBID OF THE 4"Z. PER
<br />6
<br />am
<br />U, JSr
<br />n
<br />TAS 201. 202 Alto PROTOCOLS. CONTRACTOR SHALL INVESTIGATE
<br />'01
<br />AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH KAY
<br />APPLY, DESIGN CRITERIA BEYOND AS STATED MERLIN MAY REQUIRE
<br />(A
<br />I
<br />ADOnIONAI-SmIE-SPLICIFIC SEALED ENGINEERING.
<br />2 NO 33j/3% INCREASE IN ALLURVABLE STRESS 14AS BEEN USED IN THE
<br />"" ""'
<br />�
<br />3. THE A"`""E".i;"`E" OF"
<br />0
<br />Su""I U R" """ ". 1&.'.DNF.M"UTS"l�Ol'S'll-A�LELCTW RESPONSIBLE
<br />EDRTM FACES TO THIS DESIGN WHICH
<br />0
<br />-i
<br />. .0-00-K A.M.1-METWOU.. C ONTRAC TOR.
<br />C SWA
<br />�
<br />I
<br />t�t;;%V�WMIRC*5�aOtNMReCRTNGSH�URgIUMODI
<br />HORERVEIRN. OCCINTVAIrTWEVNIL601ANDEW SPANS CONTAko ED
<br />PAN CALACULATIONS AS
<br />S
<br />9
<br />MAY or RM
<br />x
<br />I '!
<br />5 THE %"UlAeo DCTAILcD MaREIN IS GENERIC AND OCM!S NOT PROVIDe
<br />�2
<br />INFORMATIONFORASPECIFICSITIE. FOR SITE CONDITIONS 0DWILIONT FROM
<br />12-
<br />rHECQP#DMONSMTAILSUHtREIN,ALMENSEDENUINEERORUGMT�EFtED
<br />WHFIECTSHAU.11OREP RE SITE SPECIFIC DOCUMENTS FDA USE IN
<br />�119
<br />1 1 1
<br />COMIUNCTION V"Th THIS DOCUMENT
<br />S. DESIGN PRESSURES NOTED HEREIN ARE BASED ON NOUCIMMM TESTED
<br />, ,
<br />PRESSURES DIVIDED BY A 2.5 SAFETY FACTOR,
<br />1. 70 SE OR ft SAfiORs0A,D1 f Sa!N Onto
<br />P
<br />1 i
<br />V a
<br />611
<br />W,. SZ9
<br />07 .. LA . , 07HTNIS,
<br />M E t,QE"%T%$ BE CAIM�n
<br />CORROSPON-RESISTANT MATERIAL AND ALL
<br />2
<br />N 4WA'LLYUM"tO"V'H"A'S'S'34'ACr'ITOWN"
<br />;E 1.
<br />�
<br />'04 ALU BECTiON I BY I
<br />INC" a MWILIPASTRUCIIIi
<br />ANY APPLICABLE FEDERAL, STATE, ANn LOCA� COM,
<br />5 I
<br />8 AILLSTCHUM PANELS SHALLSE 24GA STE lt� POOD.024
<br />9 sYMON PANELS S?,ALL CONFOR,11TO ASYM M51 STRUCTURA'Co'ALIT,
<br />9
<br />i
<br />S'1�. �G�VAMMU COATING WITKA MINIMUM Z-�l K51.
<br />IS ALL ALUKINU14 IXTRUMON5SRALL65,5130�T6 UMINUMALLOY
<br />X:
<br />UNLESS NOTED MER�.
<br />"'
<br />11. TOR SeCTITTOM OETAILS SMCIINM MAY BE 1111YEAC"ANGED AS FIELD
<br />CONDITIONS DUCTATE. PANELS MAYBE MOUNTED VERTICALLY CA
<br />HORIZONTALLY AS APPLICABLE. .T.
<br />- -
<br />I , COW"" ANCHORS NOTED HEREIN SMALL Be EMRSSME
<br />:I
<br />Oic
<br />, ,
<br />NON -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER
<br />MANUFACTURFRIS FWOMMENCOATION$
<br />I
<br />I& rHECONTRACTO RIS RUPONSIBLETO INSULATE OR pftqrKT ALL
<br />ME14SERS I" 05 MATERIALS To PREVENT ELK7FLOLYSUS
<br />0
<br />olo
<br />V I
<br />'SIMILAR
<br />. INEER AS
<br />rXCB" AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL
<br />'IRCAYMNS OR AFFIRMATIONS ARE I POTTIENDED,
<br />ALTIs"O"S AV HARMS TO�OCOOEUMEIYT
<br />N�PEOM�DA=VOS11�0*M�THMM��l�MN
<br />_P��li�5HALLklt?2!M�t4lLlV�BEi,kp�y�n.Lill���CF(1) LABEL
<br />VISIT eCALC.1 1 $0
<br />01[311543 INN
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<br />ANCHOR NOTES:
<br />I PN040R SCHEOU I.E APPILIT 5 TO ALL PRODUCTS CERTIFIED HERIAN, BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE AMCHCR SFACING+ 14AXIMU14 ALLOWABLE SPANS AND PRBSSVRES INDICATED
<br />IN &PAN SCHEDULE SHALL APPLY.
<br />2 ENTER ANCHOR SCHEDULE IIAS DCN PANEL FASTENER SPACIW, THE EXI%TrWSTRU RE
<br />MATERIAL, a ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SH UTTER SPANi
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CIONDITTION (SEE MOUNTING DIEFTARS ON
<br />SHEE� 2 FOR IDENTIFICATION OF CDW4ECI ION TYPE)
<br />3 PAWL FASTENERS' ARE M&S USED IN CONJUNCTION WITH ALL MOUNTING MTRUSTIONS
<br />Vr-TRACX,S1UClDEO ANGLE. ETC) USE6_25"O.0 PANEL FASTENERSPACING TABLE VALUES FUR
<br />ALL W - AND 'U'-HfAMRS (INCILUCH NO BUILDOUT CONOMONS)
<br />4 ANCHORS SHALL BE INSTALLED IN AOCDRDANCE WITH MANUFACTU It ERE' WCOMNENCIATIDW.
<br />� HOLLOW BLOCK HOSTSTRUCIVRESKALLCONFORM TOW C90 BLOCK
<br />6 ! luff"aMUM B%EDMM SHALL BE AS NOTED IN ANCHOR 'OULE.
<br />7 MUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUC M, FORM, BRICK, AND OTHER WALL
<br />FINISHES WALL FINISHES SHALL BE LINTIEDTO L/4- MAX OR SHALL BE YEFUFIED BY OTHERS TO
<br />ADEQUATELY TRANSFER LOADS 1-0 HOST STRUCTURE
<br />S. CONCRETE AN04ORS NOTED HEWN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE 014LY
<br />9. WHERE EXISTINGSTRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VAFY� FLELD
<br />VERIFY THAT FASTENERS ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING
<br />TO PLYWOOD 15 ACCEPTABLE ONLY FOR SH)f CL=" PIKE$,
<br />10 WHERE ANCHORS FASTEN TO NARROW PACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN
<br />CENTER OF NOMINAL 2" K 4" (MIN.) WOOD STUD (/j.. EDGE DISTANCE 15 ACCEPTABLE FOR WOOD
<br />FRAMING). WOOD STUD SHALL BE -.QUrHERN PIN G-0.55 OIL GREATER DENSFTY� LAG SCREW
<br />SHALL HAVIE PET LLIPS PAN HEAD OR HEX HEAD,
<br />It REMOVAS ANICHORSARIE DEWALT PANELMATE, ALL -POINTS SOLID-51711. BRASS BUSHING
<br />L2 MACHINE SCREWS, SHALL HAVE 1/ MINIMUM ENGAGEMENT OF THREADS INTO THE USE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRIUSS HEAD, DR WAFE9 HEAD (SIDEWALK SOLT) 0 ITO
<br />13, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUM STUCOO OR OTHER WALL FINISHES
<br />11. � DESIGNATES ANCHOR CONDITIONS WIT04 AU HOT ACCEPTABLE USES
<br />, 5 * DIRECT MOUNTING CONDITIONS -
<br />Le LINEAR INTERPOLATION ES NCTPERMITIED FOR USE WrrH THE ANCHOR SCHEDULES USTEDOM
<br />THIS SHILEY
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<br />SHEET NO.
<br />SH 1.5.
<br />
|