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<br />NOTE 3
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<br />EZ1/18,
<br />EZ i W/ I BTYPICAL ELEVkTION FOR SERIES 2000 E-Z HANG STORM PANEL (j) SYSTEM
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<br />SECTION A -A apa,4444RNUIUHNNN�
<br />SCALE: 3/32"m T" 4EQ A: TI(4J�fI''li.
<br />ENGINEERING
<br />ENOINEERIND EXPRE881111T
<br />PRODUCT EVALUATION REPORT
<br />September 16, 2020
<br />EX EX Pmpdf Number, 20 43
<br />Product Manufacturor AN American Shutters and Glass
<br />Maw fidhlrerAddress1540 Donn Road
<br />Weld Palm Beach, FL 33409
<br />Product Name a Desorption: 24990alvanlzad SEEM Blom Pans
<br />Large Misalle Impact Resistant
<br />Scope of Evaluation:
<br />THE Product EvaNreton Report is being issued In accordance with the requirements of the Florida
<br />Depsmrom M Buusiness and ProtesaDnal Regub lon (Flordda BuNting Commission) Rule Chapter
<br />61T20.3.005, F.A.C., for statewide acceptance per McMod 1(M. The product noted above has been
<br />tested and/or evaluated as sumnmzW herein to show comp lerce with the Raids Building Code
<br />Seventh Edition (2020) and is. br the Purpose intended, M least equivalent to that required by the Coda
<br />Ro wvabeton of this product shall be requited following pertMerR Florida Building Cade modglic tbn or
<br />revwom.
<br />SubataifttIng Data:
<br />. PRODUCT EVALUATION DOCUMENTS
<br />EX drawing i20.31543 MW "24ga Galvanized Sleet storm Panels (HVHZ B Ncm 4NHZ)% sheet 1-5,
<br />PePared by Engineering Express. signed & sealed by Fmk Sennrdo. P,E. Is an Integral pan of this
<br />Evelt slion Report.
<br />Uniform static shluchuaf performance has been tested In accordance with TAB 202 tot standards par test
<br />report(") SETT-AST-17.001 by Blactwmw Testing, Inc.
<br />Large mles{N impaR Rasistence and cyclic lading perlomance has bon tasted In accordance with TAB
<br />201 and TAB 203 test stardads per test repan(s) SST-AST-17-001 by 8MCbmtw Testing, Inc.
<br />Structural wWWaaring Calculation; have been prepared which evaluate the product based on
<br />domperi g ns ad/or regional aaysle to quality the foDwft design trgen:
<br />1. Mmirrlwn AWwM& Spans
<br />2, Minimum Allowable Spam
<br />3. M intmwnn TFass Bapaagon
<br />4. Anchor Spacing
<br />160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354.0660 1(856) 396.9999
<br />TEAM9E%GIHEER1NGExPREBE.CON
<br />ENGINEERINGEXPRESS.COM
<br />1ni3 FE"*T"R•_
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<br />IS L457 PANELQ TO HE INSTALLED AT EACH OPENING SHALL ALWAYS I
<br />PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION If INTENDED
<br />TO BE INSTALLED FROM INSIDE OF STim1CTURE.
<br />INOTES a
<br />II (H( IRON OF "R 2000. E-Z HANG STORY PANEL SYSTEM
<br />CONSISTING OF PANEL + Cont. TRACKS TOP k BOTTOM.
<br />(2). ENO PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK
<br />09CRWISE A STOP BAR(P SMALL BE PRONOED AT TOP OF SUCH
<br />PANELS
<br />(3). E END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />$HALL CONSIST OF 1/4"8 20N3/4" M.S.W/ 7/8'00/32' WING
<br />NUT OR 1/4'wx3/4" Min. THUMBSCREW INTO TAPPED BOTTOM
<br />TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
<br />EXTERIOR FLAT PLANCES OF DO PANEL.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE 3() ABOVE. IN SUCH CASE, CONNECTION OF
<br />PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />t INSTALLATIONS ONLY VALID FOR WIND
<br />SPEED UP TO 170 m.p-h.
<br />IVENGINEERING
<br />Pgge 2 fir 2
<br />All American Shutters and Glass - 24gs Galvanized Steel Storm Panels
<br />No 33% increase In allowable stress has Veen used In the design of this product
<br />Separation from glazing is no required for installations outside of wind zone 4 and assent)al tadlNies.
<br />Impact Resistance:
<br />Large impact Resistance has been demonsira d as evidenced In previously Naiad test report(s), and is
<br />accounted for In the erpNroamlg design of this product.
<br />W►nd Load Resistance
<br />This product has been designed t0 to" Wind bodis as indicated in the span sch dule(s) an the
<br />respective Product Evaluation Document Q:e. enpkleering drawing).
<br />InstaffiWOn
<br />This product shag be Installed In strict complarm With tit respective Product Evaluelon Document (i,e
<br />engineering drawirp), along with SO components noted thereln.
<br />Product Components shad be of the material specified in that product's respecive Product Evaluation
<br />Document (I.e_ engineering drawing).
<br />Limitatlons 8 CondWons of Use:
<br />Use of this product shag be in strict accordance with the respective Product Evaluation Doaumenl 0.e.
<br />Engineering dreYNRg) Be noted herein
<br />All supporting plat Structures stern be designed to r"W ON suPed.. sad beds and shag be M a material
<br />load In thus product's respective anchor schedule. Host structure conditions which are not accounted for
<br />In two product's respective anchor schedule shall be designed for on a site -specific basis by a registered
<br />prob")onal engineer
<br />Allcomponent which are permenengy, Metalled shall be protected against corrosion. contamination. and
<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 />RespectlLlly.
<br />, yid
<br />Oi 44,nIJN
<br />Frank Sennardo, PE
<br />ENGt9EERING OtPRESBa
<br />61TE0046549ICen Auth 9885
<br />161) SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORtDA. 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAK OENGINEFRINGEXPRESS. CON
<br />ENGINEERING E X/R FSS.COM
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<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL(-1)
<br />INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES
<br />1
<br />vaREED
<br />aeWCR _ a l ' �4'e TAPOON
<br />CONCWMr REOUa1ED. �� ANCHOR 12- O.C.
<br />1/4'e TAPCON % T�"y' -� tart' HEX HEADTE ,.., llwi' NEIt IKJ��
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<br />SCALE 3/8>i' SCALE 3/8-1'
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<br />24 GAGE GALYMiq,'EO STEEL STORM PANEL oePRl n.
<br />FOR AS.D. DESIGN
<br />i. INSTALLATION ARE ONLY YIWD WAX. ,
<br />PRESSURE RATING +/- 40.0 P.B.E. AND 6'-0' MAX STATE 0-'� GLOBAL PROTECTION PRODUCTS. LLC.. m/n
<br />PANEL LENGTH. �3 f. 7r-' IL ECO.ne 4R2
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD O,r: COR10 -M S.W. 61 snm
<br />y .. , yi,
<br />y ist NRar aVINL n a- VAW- rt 333 4 TO-175
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC �y Sl �'1.�.� .. (GN ,N"„P.. tal�`Fm`r-'me r.: Per wn.:ul AIIDrc (w16e�7ae, ms {Rl.)tw-Bm
<br />DENSITY OF 0.55 OR EQUAL. (rI3AL a ..rr.�
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<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />WIDTH UNLIMI=
<br />TPERP. TO PANEL SMPI)�
<br />TOP MOUNT (CONN - TIP,
<br />TYPE AS REQ'D) S.ON
<br />OPTIONAL 4"-10 STITCH
<br />BOLTS WITH WASMLTEED
<br />WTNGNUISFA5TET1® 0
<br />QV RLAPS ° haDSPAN(LISP
<br />APPROPRIATE SPAN TABLE)
<br />TO
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<br />BOTTOM III-
<br />(GENII TYPE `\
<br />REQ10)
<br />MAY BE AT T ,y 0, 375'
<br />L BOTTOM `=
<br />1 TYPICAL VERTICAL MOUNT ELEVATION
<br />k,V NT S. ELEVATION
<br />TOP MOUNT MINA
<br />AiREQ'OJ (_PAN ABOVE
<br />UCTION)
<br />BOTTOM
<br />OUNi
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<br />(LOCATION MAY VARY)
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<br />BOTTOM MOUNT (W Uoax
<br />tSPAN BELOW
<br />TYPE AS REQ'O) DESTRUCTION)
<br />PANELS MAY BE NOTCHED AS RS2U3RED, OPTIONA�L��y^7S-�ZD STITCH
<br />PROMD111 INATCONNECTICPS AND SYI�IV6NftwITS FASTENER ANCHORSARE USED WHICH SATISFY pWNG APS F STENERSPAN USE
<br />SPANS ABOVE BELWJ DESTRUCTION, APPROPRIAI'ESPTT AN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />1 N,TS. ETEVATICN
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 CA" PANELS
<br />MINIMM PANEL STORM SFP ARATgNPR(MRGUSS'
<br />INYHE WIND WINE
<br />ESSENTIALa ESSENTIAL PAOIInES 1
<br />MAXIMUM
<br />DESIGN A
<br />' ALLOWABLE
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<br />PRESSURE ' I SPAN tR.n»I
<br />TNAN 30' A80YE GRADE
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<br />1. ENTER SPAJI SCHEDULES WITH NEGATIVE
<br />DESIGN 8 PANE FASTENER G TO
<br />DETERMINE
<br />tNE M MAXIMUM ALLOWABLE STORM
<br />PM ONE}
<br />SPAN. SCHEDULE IS 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 />CONJUNCTION WITH ALL MOUNTING E7(TM15 MS
<br />('P-TRACK. STUDDED ANW. ETC.). USE 6.2T
<br />O.C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL -H"• AND •U'-HEADERS (INCLUDING BUILD OUT
<br />CON
<br />DETIOS
<br />3. LINEAR INTERPOLATION BETWEEN LOADS IS
<br />ACCEPTABLE. OTHERWISE USE NEKT HIGHER LOAD.
<br />I. ER ENTSPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />NIM MIUM ALLOWABLE SEPARATION FROM THE COMMITTING TO BE PROTECTED-
<br />2. SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY
<br />INTERPOLATION BETWEEN WADS IS ACCEPTABLE, OTHERWISE USE NEXT WOOS
<br />LOAD.
<br />3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />CIL FAITIES IN ASTM WIND ZONES I THROUGH 3. THE GLASS SEPARATION
<br />SCHEDULE )S NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING IS REQUIRED,
<br />2
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES:
<br />AS NOTES IN DESIGN
<br />DESIGN NOTES:
<br />I SCHEDULES
<br />w�
<br />FOR USE SNRH TMIS SY5TEESN CBE 6ETERMIC N D AT..E
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<br />DRESSURF CAPACITYES LISTED HEREIN FOR ANY
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<br />GENERAL NOTES;
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<br />I. THIS SPECIFICATION HAB BEEN DESIGNED AND 6HALL eE FABk FD IN
<br />ACCDIIDNICE Wrnl TH@ YIREMENTB OF THE Fi0A1MIU1lDaIIS CODE
<br />SEVE'NTI ED2110N ((m hcR USEtaS10E AND OUTSIDE OF THE NY112,PEA
<br />TA5201, Z02.AND 203 T PAOTI'KOlS. Nry7Rp��d! bNALL INVESIIWTF
<br />AND COHWRM TO ALL la'AL BUILDING CODE ANEWOMEMS WHICIII1 VAY
<br />APPLY O67GN CRITERIA aI:VON0 AS STA7[0 HEREIN MAY RBQN I
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<br />2 1ryI073-L 3%INCREASEINALLLIWARLE5711k NAS BEEN LISTED IN THE
<br />DE5ItlM OFT1 155YSTEM
<br />3. THEE ARCHTTEE7/IE NOIMEER OF RECORD FOR THE PRD7ECT
<br />f�
<br />SUPERSTRUCTIIREWLtM W HIOH THIS DESIGN ITT UBEOSMALL BE RESPONSIBLE
<br />WATHE INTB6RIIY DFALLSU//ORTtNO SURFACES TO THIR Das WH1CH
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<br />6. DESIGN PRE55URE5 NOTED HEREINARE4ASED ON MAM]MUM TESTED
<br />LµSI
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<br />FREBSgqURES D��••rMrppDEEEppD5S9YA1.5 SAFTITFACT7O�RL.
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<br />IYLL'In'ADN M-F1AAifD OTTiI�EIOTEO
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<br />FOR AWNDA7N STRUCNRES' BECrEON 1.38Y THE ALUMINUM AGSOQATION
<br />INC., & ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES, '
<br />R ALLSTORMPANCLSSMALLBE24WASTM5 I%V.024• IT
<br />STORM PANELS SHALL COIFOR m A613 STMI UKMSI, LQJIALTT'r
<br />FL44iY!!,
<br />bT1S4 G06MMINIMUM aC1T
<br />A1M LL ALU¢UM WITH A
<br />EXTRUAWOND SHALL BE 6D63-T6 ALUMiN UM ALLOY.
<br />UNLESS NOTED in EREYISE.
<br />11. TOO &BOTTOM D[TAILS SHOWN MAY fie TNTCRCHANGEDASFRLD
<br />•Z
<br />C0101 10 DICTATE. PANEl3 MAY BE MOUNT® VERTICALLY OR
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<br />I PI(AGTICI'S 9kipNO THAT
<br />t D[56 FROM
<br />ADDITIONAL
<br />65 TO Tn15 WEUMEHT
<br />CA
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<br />]RIDA PROMXT APPROVAL NUMBER J
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<br />10
<br />W
<br />kl>
<br />trS S
<br />l Y
<br />D
<br />N
<br />9
<br />m a
<br />W
<br />W
<br />0
<br />i SANE SNPWN.M! /At' NIMNUN.11DwANf IJYnS eAsm fNJ ANT tTA+a1MMON OF M(X,NnN6
<br />TA 140111E AT MI04 Bonn. J*Mp, Lv-m IPA THAN IMOS! NOTED IN TAPI3 APO`l-1 W,
<br />2, NO MIMARaN.RM "L is Rvois a *MEN iMiEl IENGM. IS mm-no MAN -1 wm Moo
<br />aeSPernve NnInIMnG caaNMAntw Move
<br />1 LOB t1 w"ovaB "TI IS c ALL 10"t" UT IIOLr(t3 !M rAY4 ANOv7 w,W MIX LLU MITI
<br />OF I. nOi V
<br />USlO WRAP PYRDOU7 NOIMRMG GpN0f710M6. 4EpVPRp S3MMTIDM iNOM 0.A56 S.WaI Ft.tt OFT I.
<br />r 0 . TABl1 ANNJB T[f P➢TH d Da WRMfM Sf1Td m174 AMD v411[IS a BmM WITH. 4MCE tWRM t SN 2.P1
<br />fAS1_w •h23-bN4, OC Z
<br />1. M s O Y' MIMNU„ U W T tat BARON C1D911PL3 A9J
<br />a
<br />win LW L 13NE lit Or MDPnONV W
<br />Q
<br />DTN4NG PPA PFTNL'N' . `HMG Ater NU WITING OONOMON L•Ow'n IN iM[3E OMWINGY I- I
<br />I OPTIONAL INTERIOR FASTENING DETAIL
<br />N.T.S.
<br />t
<br />MM�
<br />tW�.• f
<br />r
<br />Tr 1M5T4ll1L
<br />M InlFntpN
<br />D
<br />W
<br />1D4t' RIVIT UW DIA PqM
<br />N'•MRI'NI611Mt 4ue1W
<br />ETIlaw7
<br />�a_Ge a'��
<br />hamn a 12K,Ep
<br />woioe%: a llr
<br />IrnNN Ean
<br />ti i 11
<br />TAORMVMT
<br />l4TIU310N Ip ADMC4M
<br />1
<br />IAMii
<br />��II
<br />c ' " -
<br />- p w I
<br />CONK TYPE A4 REQD
<br />(BK uRF 4�Nll5.T
<br />■
<br />E.CluIGCUNUITF
<br />"GIJUWBLafJIOR
<br />6 Aa MNIft NNE
<br />IAGIYFMINAMCigP
<br />20`315
<br />W.lOp ERPMIM6
<br />4PapNOTABIE, w FAIT.
<br />wJN. Aa+cENTTo
<br />fT.Rt56 "ATC11
<br />/GROPTIONAL EGRESS
<br />M
<br />PANEL DETAIL
<br />INTENIOR FASTENING
<br />Al
<br />2.35D' 0.099' Jo-22 7
<br />DEC,6o" 4,14 sluux
<br />('l•?0094" 0,750"u.u: fi25"
<br />4 - 0,094" 'N^N '44�, YQxf i y o*Ng
<br />s� '$0,094• & ,494" " T- 121Y'I. IT $ In 1eTYfA q 25 T
<br />_ID
<br />1-B3LY t.93D" m r'0.062" 1 .�{._D,p52 375f, " p -1 TD.12S'
<br />1:35 630° -1 i0001 YA52". 250"-12,000" I-- -.� 2AD8. � IMP
<br />�;121' 1,160" Jy1'H' VEApER ©'U` �Apla s:.YUBp�OUT V HEAOFF
<br />I I IQ
<br />1.IL 1.560"I--I1S6rJ" S1D 1I'3 390" MAXMAX.y05
<br />{.-j��7t�TE,r, - r0-.C313g'2 0, 0p I t •"iI
<br />I I A L79" l-ti I('6.655" 4,15"�I I r046 S5" D 376° yI A' ryq,�2 0:350", .33" -(: 1 6
<br />la
<br />t2.500" PANEL 60V -PAC ys- y&,• Ol 190" I 1 ru•b55" ". 1.007" a
<br />14�875'RARELLEN n �--"'" LCG' r0,549 tl:54150' 0:'A50' D.CSD' i �• Ei
<br />�J 'RY.P' �� 0.09M 4Tr��xlmvlN 0� 215•On
<br />�•F^ tp�ct 0RULD-OUT'i'1RACE R 0,957" J
<br />. � (01.3 1-191D5` - -4' I 5� 5"
<br />Olf
<br />iZ
<br />LG, L1ry
<br />OIRCCT
<br />(4'1.: __l L'YI T�•-3.ODD" D�.1y2p R'p-
<br />71Mt� P-l'`.lY TlelN( EEXIENRD) 5 LL3R
<br />i. .' tr^.ate Ydu IA'f' ANME -
<br />fi 1.000" ` ^GN" cTs =v:[ avant+ q j
<br />OVERLAP 1 _ 7`I •I. 12 PN ]N ti} E➢CE L3
<br />X f [
<br />- 4'MAX h.. GBANBttY03URFDETAIL i /4-,25" MAX.
<br />0.1B6••j- ITC-rJ-c- ,2-r Max. L�
<br />MAX'
<br />-''VTTT rTTSTr.rrr drl:zr nrx
<br />• �Srn�PIVOANe•In gU1LD-tWi g1..rn- a 3=ranc Ln- LLl
<br />WNI1a11 IfaOMlRH Ifr IAI, GVETANCE 'Ihrull .p .�TRFM
<br />1 v A'141 Y. r. A,. W".5'NrfP l-TI
<br />a1OAAf nrrr L-1,000' Q.
<br />-. _✓. PILL' Eli" :1[t•`• � T 3 A 5,
<br />- NI • '. ID' Aa 1 X.: KD - ET+6ED
<br />S D00" 3.920" S
<br />L OVERLAP w ,"•.fa4u I1) e
<br />A-d a,L1Y.CY<4a " f , ( Ter( MAX
<br />25" MAk �.w l (IIII MMJNI LIJIWINI- ). All
<br />HT6. 1.STXF a
<br />LEa f-a la'. ,Ey1tA MtN
<br />5 �1 :1 LL+LI -!L 1•SOD' - 1--11 - N 'i+l aY l!:a Mil
<br />Il
<br />Tp ei_i_tiiJ..x 4'MAX, I MINO
<br />; 1..2 ttiMlta.,'+x 1-n.alNY✓-• Y
<br />lY'rAV,7a F ,:rt it I.9A>Y"
<br />'AKd.L A6hWERLL091RTEL TATI .EMBED if•r' .N{HD'; MA-7,1 .If. kll st YY
<br />/1Tw1PMWNT CWBUPE D6TAIL � I'l19'li [r'.m i7..v ■�YSY ��
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS, PANE- FASTENERS ® 12.5' O',C.
<br />2.5- Man! DISTANCE
<br />aYCYOR PLAN Dame
<br />wayswQ
<br />TYPE
<br />SPAII UP 6'-6•.
<br />UPTU
<br />T Sit-14"
<br />-coat TYPE
<br />'CA C2 C3 C4
<br />coax TYPE
<br />Cl C2 C3 C4
<br />Derr T4'PC
<br /><4 C2 Cz C4
<br />1I 1 WOIOm
<br />3A 41
<br />DM+A1ruLTRUJn1 AI
<br />IrLa.s .�,.frxl
<br />ill
<br />A
<br />:!
<br />12,5
<br />16A I47"
<br />SA
<br />325
<br />16D'
<br />1 d2
<br />618
<br />1&5
<br />16 ,0 a]
<br />B 1
<br />2,
<br />1 5
<br />a
<br />16 1La`
<br />a 0
<br />5
<br />11
<br />1 fi A'
<br />H 2
<br />6 .5
<br />12N
<br />1(5'-
<br />12.8'
<br />18 a 10.1"
<br />1 Ba 9:3'
<br />&
<br />5 .3
<br />1i s
<br />}23
<br />16,8'
<br />160'
<br />B t
<br />S1-
<br />i{
<br />3.4"
<br />to 4 '
<br />3 25
<br />16 0" 6:]
<br />16.D' e 1
<br />-54'
<br />S "
<br />12.5'
<br />36 a' 1"•
<br />1L
<br />3,A
<br />125'
<br />36A'
<br />.l"
<br />S.4'
<br />125'
<br />16.0' Al
<br />SA"
<br />a a' MHi iI 13
<br />I Y dT
<br />"WAIT u LTRAapn 4 1
<br />l I
<br />H
<br />72
<br />ll. S'
<br />7fi a' i6a '
<br />1 O'
<br />6
<br />1 .5'
<br />3 6,6'
<br />15.P
<br />1 B"
<br />7
<br />1 2 S'
<br />iG
<br />1.5
<br />O''16A'
<br />HIFIB
<br />9
<br />i5'
<br />72.3"
<br />14.
<br />11
<br />Sri' '
<br />16D
<br />Il 8
<br />B.
<br />IL
<br />18.D 11
<br />9-3
<br />16'r 13.8.
<br />f
<br />12S
<br />la.fl'
<br />179'
<br />AS
<br />5
<br />la. 1 '➢:
<br />1I,5'-
<br />26.01' Lis'GS•
<br />115'
<br />16,0"
<br />U3 a
<br />A!
<br />53.Y'
<br />16,o' 31.9
<br />93"
<br />�
<br />I)4'rI//II" FNRH1 33
<br />.Ul PAlNT840U0 SET
<br />M.v.v -a :z1✓:1 41
<br />4e
<br />Is,Tagl" S2
<br />741(5'
<br />I .9
<br />Saar I a'
<br />IBa'
<br />12-]'
<br />IfLe"
<br />13.4'
<br />1Z 3"
<br />ISO- SI D'
<br />119 "
<br />12.}'
<br />164' 1&0'
<br />13.6"
<br />3L5"
<br />14 D'
<br />SL6"
<br />Tax-
<br />119"
<br />1B.D" fl.S'
<br />107"
<br />12,5"
<br />!'
<br />17, '
<br />15,01 15.6"
<br />is a' 14*1
<br />1"
<br />1 -35
<br />2
<br />125•
<br />ILL
<br />is
<br />ld 0'
<br />my,
<br />I S'
<br />L
<br />lab 12.5'
<br />10.6" !"
<br />W
<br />160" 12!
<br />16 0' 32 6'
<br />10.S•
<br />IDS"
<br />P
<br />16. ' 1 S'
<br />10,67 -
<br />12 5"
<br />D'
<br />1L5"
<br />5"
<br />fi, " 1 E"
<br />SQ.fi"
<br />I W
<br />I a r - W .MerU 33
<br />IllWNI IArE NAIh
<br />48
<br />]K 51
<br />72
<br />2.
<br />1 S
<br />iz.s'
<br />` ]
<br />1P, as
<br />Se.a• SaD"
<br />Il
<br />Ica
<br />I2:!' Sea'
<br />VLSI, ie.o^
<br />Is.D'
<br />SLr••
<br />1.A f 2 �
<br />11,41/2.51
<br />Ill. 1 D
<br />le.o" ]s.6^
<br />31 P'
<br />11.1••
<br />z ]"
<br />1 .
<br />18Dr ] 6A
<br />1#
<br />2.4" ie a'
<br />33.5•'
<br />1 12" 12e"
<br />So-e" 1 T
<br />S
<br />1 2"
<br />1
<br />3L 5"
<br />6']6
<br />1 0
<br />33. a
<br />2.5 D"35.5"1,
<br />1 16,
<br />1 Y 12S
<br />16,0"15 5
<br />1 .2"
<br />32 `
<br />36; ' 1 '
<br />IL
<br />5" '
<br />5.5
<br />1 3 9'
<br />6. " 5'
<br />i 2"
<br />2. " 13yGB
<br />DLETANI�
<br />3J1411_W0,0FD 33
<br />IN INN 1111 IRN:nY 41
<br />48
<br />q� Sz
<br />72
<br />IJa"e,-1J.•Iwlnll 33
<br />HEWN 1111 IR.Yne 41
<br />48
<br />32
<br />625.
<br />a.3S'
<br />6.25'
<br />6.23,
<br />U.
<br />]2. Y'
<br />10.3'
<br />e.3"
<br />11'
<br />.6.s'.
<br />loff. A.S.e.T
<br />13.V'
<br />6.25" 71` 'AS
<br />eiS' 1E. 636
<br />a2! 9!" 11'.251
<br />6.Y`
<br />IA. 3"
<br />9.
<br />d2 S'
<br />6.25`
<br />IS J"
<br />10.@'
<br />1S Ol" 1S
<br />a e
<br />6,Li 9.2" 623
<br />e. J'
<br />S.
<br />'�
<br />la"rI-I N'rNNHI 3
<br />1 1 7
<br />SS.7APWV 41
<br />49
<br />52
<br />M-'--! 72
<br />13,5'
<br />12.4"
<br />lea 7,S^ T.3
<br />iS,H. 6.0" 5I3 .625
<br />2 3
<br />12 5 lire' s SD" - a 2
<br />50.8' 4.r.4.0' 625
<br />8 A.
<br />II.A" 4 S
<br />70.7" 41...A D"
<br />Sb3°
<br />133'• 3.1" x0
<br />a23' ]A7' SL 40" 6,15"
<br />1. 1- 41 40"
<br />6: •
<br />1313• 4A• q.6.
<br />5.25" 1aJ 4 .0" 6,25'
<br />W, 41 • 4D'
<br />A25'
<br />.7" 4.1' 4:
<br />b2", 0.7" 4A' 4 -6.25'
<br />10,Y 4.]' 40"
<br />O
<br />s
<br />IW I11V1H 6r11 13
<br />ALL Paz" soLID on 41
<br />49
<br />BM.y 32
<br />ii
<br />12-5'16
<br />a'141'1}3:'123"SE.4'
<br />97" 7 ZS"
<br />lo.11' .7". 7d•
<br />12:5'
<br />15.0, IL , a]
<br />1 5" 26,0'. 7.9:1 ITA01 1215"
<br />LED" 7,6 6,9•'
<br />12S'
<br />140" 9.11 7.61
<br />125' 16,0' 77' 6.2' 124"
<br />15.0 77" 6.2"
<br />12.9"
<br />ILS"
<br />I8.01' iLr 73
<br />18-07.7" a2
<br />12 f ICU 7-7" 6.2 IZ5'
<br />121' 16.8' Tx ' 12.4'
<br />150 7.7 6.2'
<br />fs.a" I.T. or
<br />1JA" x l rJ4• mew 33
<br />urwNl M.E,eA'. 41
<br />48
<br />Si
<br />T2
<br />12.5'
<br />16 a' 6.4' 3.9
<br />6 23 51.3• 44 4.1" 6.25•
<br />10.3- 4 0" 3.7"
<br />12
<br />13.4' S.2' 4:3'.
<br />&ZS' 9. T' J6" 1' &25"
<br />92 36" 1.3"
<br />'*
<br />11,5' 4,4' 41
<br />625' 2" Y3' 19" E26
<br />9,2" 3.S' 31'
<br />6-21
<br />a-2!•"
<br />11 " 4.1' B,e"
<br />92 3.5" 33"
<br />625'' '.1- 3.5" ]. " 6.1 "
<br />a21`B.
<br />w,2'
<br />9.T'
<br />8/4- mGE t3ESTANCE
<br />r
<br />I'
<br />MM ae=.
<br />ANCHOR /REFORE
<br />TYPE
<br />I:MIII Ilr I •fir to " HI"
<br />IF 4 IULIIr
<br />CONATTIM! Watt TYPE
<br />Cl = C3 C4 LY CI M C4
<br />W1tIL 7T►!
<br />Cal Cl C3 C4
<br />V4.,r GORED 23
<br />u
<br />49
<br />52
<br />r2
<br />1
<br />6a 1.0"
<br />YD12 �
<br />SADI
<br />D 7.57
<br />125"
<br />L 6.0" b 67"
<br />1N.a Seo"
<br />r5. z.s"
<br />}
<br />]b D
<br />lsD' a 1
<br />12 S'
<br />e:']_
<br />] 0 4e aq"
<br />12.5"
<br />2 40 16,0"
<br />4-S
<br />12.
<br />16,0
<br />14J" 6A•
<br />12 5'
<br />] .o- 14.7
<br />6 D' 6
<br />11.5°
<br />a2:S"
<br />1fi a 160"
<br />10a 141"
<br />69
<br />6.0"
<br />}7
<br />IZ.V
<br />160
<br />I60
<br />1; 7^ 6.0"
<br />]475.0"
<br />32 S"
<br />T23"
<br />lS.tJ' ]4'/" H. ' D
<br />1 D S "147' 4 " 0
<br />G
<br />33
<br />WOODSCM104 41
<br />48
<br />!2
<br />72
<br />12.5'
<br />t6.1 16 "
<br />10,1
<br />1L
<br />161'
<br />0
<br />17 7,0"
<br />12 T
<br />16. ' 10.8' 6.2
<br />12.S"
<br />7401- 141"
<br />31
<br />ILE'
<br />160'
<br />97 3.6"
<br />12, S'
<br />26.D" W' 5.6`
<br />L2 5"
<br />l7�!"
<br />L251
<br />Y6 O ILO"
<br />1N0 11.1
<br />14.a 9.611
<br />7. 32 S•
<br />D
<br />a4 Sl. S'
<br />5,6' 12.5'
<br />16,0
<br />160
<br />IC0'
<br />SKfi 3 6'
<br />P.6 !'6"
<br />9.6" S Cr
<br />12 -
<br />5
<br />]2S
<br />12.4'
<br />16 0" 9. 5 •'
<br />6 ,B
<br />]x D" fie' Se
<br />6.0• 46' S.6'
<br />M -SIC fat B[ -
<br />U a 1 D 93
<br />TAPO FM' 41
<br />AR'C
<br />46
<br />'r' eagNN�YNN► 53
<br />72
<br />12:5'
<br />12,
<br />lb.a' 1
<br />,a' 13,
<br />16 1
<br />12.5'
<br />1 .T
<br />2
<br />36,0'
<br />1 6A
<br />11
<br />9. '
<br />T
<br />12.5"
<br />]2.5'
<br />I640' 10.2"
<br />" a
<br />BID Z' RIMINI
<br />12.5
<br />7.2,5'
<br />12.5'
<br />6 SL4'
<br />Ifi.O SOS"
<br />ITT 91"
<br />S2.5'
<br />1L5"
<br />12 .S"
<br />-,--,7'9,1
<br />16,0"
<br />MIT,
<br />91'
<br />1'
<br />22 '
<br />124'
<br />12
<br />]B4O' 9.1'
<br />G 4 23
<br />PM/N.
<br />MI HINIK n' 41
<br />W D WD
<br />00 ill
<br />AtT+P
<br />; � 52
<br />72
<br />L2,5'
<br />1 .
<br />:3 .S'
<br />1 S.S'
<br />6 ' 3.1.•
<br />12.5'
<br />s
<br />12. 5.3• 4. "
<br />t i'
<br />lea' 9R"
<br />3.9 I2 !"
<br />1d.3"
<br />9a" _]'
<br />4
<br />6.2 5"
<br />t2 .5'
<br />15.4' S.9"
<br />5 ,0 a23
<br />33.J'
<br />i.7' I..Y
<br />6,25'
<br />} 2.3
<br />629'
<br />123'
<br />4,7' 4D"
<br />T.25
<br />T29' 4.T' 40"
<br />a 2i'
<br />123' 4 T"
<br />4.0" a34'.
<br />12 3'
<br />NOTES: ANCHOR N :
<br />O S
<br />1 ANCHORSCHEOULEAPPLUS TOALLPROOICT6 CERTIFIED HEREIN, BUT ONLY PROVIDES
<br />MAXIHUM ALIDWABti ANCHOR SFWQNG, MAXIMUM ALLOWABLE SPANS AND PRESSURES iNDKAI"ED
<br />1 N 8PAN tAi1EDULE_ VIT'I'm
<br />2 ENTERANrHOR SCHEDULE BASEDON PANEL FASTENERSPACINS, THEEY.TSTEND STRUCTURE
<br />MATERIAL, & ANCHOR TYPE. SELECT DESIGN LLMO GREAMR THAN OR EQUAL TO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GWATER TIY1N OR EIRIALTO SNUTTER0.5PAN.5ESECr
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING WNDITEON (SEE MOUNTING OFTAILS ON
<br />SHEET 2 FOR.IDENTIFICATION CD IQ IN TYPE' . OF N•IECT N
<br />(*1. 'PANEL ITSTENER ANGLEm ARE,
<br />STUDS USED 35' O C PANEL
<br />FASWITHNERSPALL A LING TABLE WALUE F
<br />C°F'-iRAIX, STUDDED AAGIE, ETC) USE 6.25" O,C PANEL FASiENERSPAC3MGTOBLE UALN�S FOR
<br />ALL'u"-ANa ^u•-HEADERS trxLUDING SURMU7 toN`n`
<br />4 ANCH0A5St16.LL BE INSTALLED IN ACCORDANEW[TH4M.NUFACTURERV REOJMMENDATIONS.
<br />S, HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO A5TM C90 WILOCK.
<br />fi. MPDMUH 94MMM EW SHALL BE AS NOTED IN ANCHOR SCHEDULE.
<br />7 MINIMOM 6ABE Hdi EDGE . A E- DES STIR N M1aSI U FINISHES
<br />AND E DLTE NC /4" M SHALL
<br />FOAM aR10N. AND7OTHER WALL
<br />FINISHES WALL TRANSFER
<br />LOADS
<br />HOSTTE4UCrUR"NqK OR EJHALL BE VERFffiD BY OTHERS TO
<br />Af]EIjIlATOiY TRAN6FEt LOADS TO HOST 5T4ULTURE.
<br />a, CONCRETE ANCJHOR$ NOTED HEREIN SHALL BE EMBEDDED TO UN-CRACITED CONCRETE ONLY.
<br />9, WHERE PTISTIIMG STRUCTURE 16 WOOD FRAAGNG, EXISTING CONDIT1CN5 MAY VARY, MELD
<br />FYTHAT EN 1NT0 DE ODD NGMEMBERS, YEHU FAST ERE NEE A C1uATEW FRAM1 NE)T PLYWOOD FRSI'911NG
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED M
<br />CENTEROF NOMINAL 2" K 4' (MIN,) WOODSTUD lX,° EDGE DISTANCETS ACCEPTABLE F-OR WOOD
<br />FRAMING), WOODSTU DSHALLBE"SOUTHERN'PiNE"G-0,55 ORCREATER DENSITY, LAG SCREW
<br />SHALL HAVE PW LLIP5 PAN HEAD OR HEX HEAD,
<br />LL- REMOVABLE ANCHORS ARE. DEWALT PANELMATE, ALL -FORM SO.ID-SET a BRASS BUSHING
<br />L2. MACHINE'SCREWS SHALL HAVE If2"MINIMUM ENGAGEMENT OF THREADS INTO THE MEE
<br />ANCHOR AND MAY HAVE ETT1IEP A PAN HEAD i TRD55 MFAD OR WAFER HEAD (SIDPWALE 60LT) U.N.O
<br />13. M_VIMUM 94BfDML4Nf AND®GEC45TANCE k'XCLUDE'6STUO00 OROTMfR WALL F7NL4HE5,
<br />14, ir DEsiIGNATES ANCHOJICOADITIONS WHpt91ARE HOT ACMPTABLE USES,
<br />IS DIRECT MOUNTING FONDI710116.
<br />IS LNM INTERPOLATION ES Wr PERMITTED MR USE WITH THE ANCHOR SCHEDULES WSTEI ON
<br />THIS SHEET.
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<br />SHEET NO.
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<br />1.5.
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