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<br />ENGINEERING EXPRESSY
<br />PRODUCT EVALUATION REPORT
<br />September 1S, 2020
<br />Application Number 17009 1 - R2
<br />EX Project Number 2031543
<br />Product American Shutters and Glass
<br />od Manufacturer rer c u All
<br />Manulactul or Address 1540 Donna Road
<br />West Palm Beach FL 33409
<br />ProduCt Name a Description 24ga Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />I h r uir meats of the Florida
<br />This Product Evaluation n Report is being issued in accordance with lire e e o pro g q
<br />Department of Business and Professional Regutaion IFlorda Building Commission) Rule Chapter
<br />81G20-3 005. F A C . for statewide acceptance per Method l(d) The product noted abovo has been
<br />leslld antilor evaluated as summarized heroin to show compliance with the Florida Building Cale
<br />Seventh Edition (2020) and is. lux the purpose intended, at least equivalent to that required by the Code
<br />Reevaluation of this Product shall be required following pertinent Florida Building Code nwddicalions ill
<br />revisions.
<br />Substantiating Data:
<br />pRODUCTEVALUATION DOCUMENTS
<br />EX drawing #20P31543I1lled'249e Galvanized Steel Storm Panels tHVHZ 6 Non-HVHZ)', sheets tS
<br />prepared by Engineering Express, signed b seated by Frank Bernardo, P E is an integral part of this
<br />Evaluation Report
<br />• TEST REPORTS
<br />Uniform static siruchilliI lieIlormatica has Wen tested in accordance with TAS 202 test standards
<br />s eI lest
<br />ra N8T-A 17 I kw er Testing Inc
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<br />Large missile Impact lesislance, and cyclic loading performance has been tested in accordance WITH TAS
<br />201 and! TAS 2031es1 standards Per test report(s) 08T.ASG 17 001 by Blackwaler Testing. Inc.
<br />• STRUCTURAL ENGINEERING CALCULATIONS
<br />Sir of at engineering calculations have been prepared which evahiale the product based or
<br />cumpaI alive and/or rational analysts to quality the following design criteria
<br />1 Maxirnum Allowable Spans
<br />2 Minimum Allowable Spars
<br />3 Minimum Glass Separation
<br />4 Anchor Spacing
<br />16D SW 1211 AVENut SUITE 106, DEERFIELD BEACH, FLORIDA 3 )442
<br />(9S4) 354.0660 1(866) 396-9999
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<br />PROVIDED W/ REAR HANDLE TO FACA.ITATE INSTALLAT10N E MtENCED
<br />TO BE INSTALLM FROM INSIDE OE STRUCFURU
<br />NO_ TES._i
<br />(i) CONCON I S AN .L a C,lnt TRACKS TOP Ar �M SYSTE 4
<br />(2) END OTHERWISES SHALL A STOP BAR SFELALL BE PRIRICMI)VU AT TTOMOP O�KC',
<br />PANELS
<br />(3), IF PND PANELS ARE CONNECTED TO BOTTOAA TRACK, CONNECTION
<br />SHA3. CONSIST OF 1/4'0 20 3/4 M.S. W/ 7/8"0g3/32' WING
<br />NUT OR 1/4"0.3/4' Min THUMBSCREW INTO TAPPED BOTTOM
<br />TRACK F F Y E T F C LOCATION 0 S OF EN MAY B A EITHER 0 TWO
<br />' EXTERIOR FIJ,7 FLANGES OF ENO PANEL
<br />(4), IN CASE THAT ENO PANELS ARE NOT CONNF(TED 10 BOTTOM
<br />TRACKK ('e. A STOP BAR IS ONLY USE 1) Al TOP) AT IEAST 11*(,
<br />PANELS SHALL BE CONNECIEP TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE is) A&WE. IN SOCM CASE, CONNECTION OF
<br />PANELS TO 9^TTpN IRA!; h, NUY pCC',1P .aT ANT' PANEL. IOCATON.
<br />'1' INSTALLATIONS ONLY VAUD FOR WAND
<br />SPEED UP TO 170 m.p.h.
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<br />24 GAGE GALVANIZED STEEL STORM PANEL
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<br />All American Shutim and Glass - 24ga Galvanized Stfti Storni Panels
<br />No 33% Increase In allowable stress hall been used In the design of this product
<br />Separation from glazing IN not fecluned for Installations outside of wind zone 4 and essential facilities.
<br />Impact Resistance:
<br />Large Impart Resistance has been demonstrated as evidenced In previously listed lest report(s), and is
<br />acrounled In, in fhe engineering design of film product.
<br />Wind Load Resistance
<br />Tlss product has been designed to feslst wind loads as indicated in the spat) schedulers) on the
<br />ras=V9 Product Evaluation Document (i e, engineering drawing)
<br />Installation
<br />This product shall be Installed in strict compliance with Its tespecINO Product Evaluation Document it e
<br />engineering drawing). along With all components noted thorem
<br />Product components shall be of the material specified in that product's respective Product Evaluation
<br />DOCunanl iTe engineering drawl
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<br />Limitations & Conditions of Use:
<br />Use of this product shall be in slxlcl accordance with the respective Product Evaluation Document (i It
<br />engineering drawing) as noted herein
<br />'A i iN II Superimposed Holds and shall be of a material
<br />All supporting host structures shall W designed ad to ins I a
<br />c. Host str ctur conditions which at not accounted for
<br />Nstatl m this product's respective anchor 6chodul u e e e
<br />In this product's respective anchor schedule shall be designed for on a site -specific basis Uy a registered
<br />pnolosalonal engineer
<br />PJIcompnnentc which are permanently installed sheII W protected against corrosion, contamination an
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<br />other such damage at all limps
<br />This product has been designed lot use within and oastde the High Velocity Humcane Zone IHVHZ)
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<br />ENGINEERING EIEPREsse
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<br />160 SW 1211 AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(066) 396.9999
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<br />.INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES
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<br />VISITING POURED
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<br />MIN, PANEL LENGTH : 0, 44 " n2d]o n:lrc.. Plc ".
<br />SHALT. BE 2'-6' .,k ; * ? 21 GAGE GALVANIZED STEEL STORM PANEL aAMw w
<br />1� INSTALLATION ARE ONLY VALID FOR MAX. AS.O. DESIGN *.
<br />PRESSURE RATING +/- 40.0 psi. AP 8'-0' AlA% _'." R7/ar/adlo
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<br />ALL AMERICAN SHUTTERS AND GLASS MAXIMUM ALLOWABLE Frmnnr gort, ILA,
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<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ &NON-HVHZ' 15 N OTd•' .
<br />aS NOTM IN DESIGN
<br />DESIGN NOTES: I SCHEDULES Ia
<br />WIDTH UNLIMITECi POSITIVE AND N GAtNE pE$1GN PRESSUREy CAU IIATtO W n x x
<br />(PERP, TO PANEL SPAN) FOR USE WITHT IS 5rSTEM SHALL BE DETERMINED FER � � IS
<br />SEPARATE ENG WEHtING IN ACCORDANCE WITH TtiF rY` E¢I
<br />GOYERNiN6 CppE. ASSURE IREMEMSH T
<br />rOP MOUNT (CONN DETERMINED IN ACC�ORUANCE W. M ASCE 7 AND CHAPTER
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<br />„/ RUPERSMUCTURE WITH WHICH THIS DESIGN IS USED SMAU. BE RESPONSP LF 0
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<br />6. DLaGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TFIVED
<br />1 TYPICAL VERTICAL MOUNT ELEVATION PREUtigtISDIVIDEDBYA1.55AFtlYFACTOR, � , "03 f ALL PASITI ERS T49E j;'Ya OR OR[ATE0. BAL GRAD[ S UNIESI 110"D 4
<br />ERL E ASTENERB SH O SE [AD IV FIAT! OP OTN ER
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<br />CORROSION-F ISTANT MATERIAL ANDSHMJ-COMPLY Y•ITH"SPECtF 'Ohi5
<br />FOR ALUMINUM STRUCTURES" SECTION 1.38YTIEALUMIHUM ASSOCIATION,
<br />INC,: AANYAPPIICABLE FEDERAL, STATE, AND/OR LOCAL CODES. V � Ii a
<br />A STORM ARABI5 SHALLBE 14GA%72EL E•0,424" TOP MourvT a ALL LmAX
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<br />! STD EL5 SHAI CON S _
<br />A STCE ,LALV VA 1 DCOATIND WITH MINIMUM Wal i.
<br />4 REQ'D) (SPAN ABOVE 4 K N t! Y KS
<br />iRUCTICNN) 20, ALL ALVMWUM ENtRU510N9 SHALL WE 6U63•T6 ALUMINUM ALLOY, '�
<br />1, T NOTSO OOM DETAIL a
<br />11, TOP 0 BOTTOM OCTANES MAY
<br />AIA7 6E TNT[RC HANGED AS FlCLD
<br />�CEI
<br />TTOM I:ORIZONI A OCAS AFP PANELS NAY BE MOUNTED VERTICALLY ON : j
<br />M4Nt CgN K ET AS APPLICABLE. --C
<br />N,t UNT NO CONCRETE MNCItORS NOTED HEREIN SHALL C EMB�DEO TV Q
<br />�$ -�'�N.j NNTY NON -CRACKED CONCRETEONLY.INSTALL ALL CONCRETE ANCN0A5 PER B
<br />paqO ITEQ'p) MANUFACTURERS RECOMMENDATIONS. R1 i �p
<br />a Iy 3 • g 23, THE CONTRACTOR Is RaswomaIRLE TO INVULATF OH PROTECT ALL s P
<br />T7F rA
<br />ME BE FRUN UISSIMILA0. HATER S TO PREVENT ELP.CT0.0LYSI5, N 0.5 ]AL t
<br />YT 6
<br />t4 ENONLY. SEOr THIXE4 HEREATION ATES TkUC RAL DESIGN A6. 1
<br />qii c
<br />-OtLSTRUCTION IP 9
<br />a�
<br />r T}VU a�
<br />N ONLY. Il OT TH / FICA710% 8 CONTRACTOR at. I. 8 snow 1 sE 1s s A o ER
<br />AT A vduY Loc 10N MAY 1 )
<br />pp q
<br />INCLUDING
<br />NINES A YPS M RMLE TE ENGINEER F AL COST A IAHA15P5 Y�
<br />0 49 IN APPELLATE THIS
<br />RESULTING FROM MATERIAL ' M
<br />IN S p, WHICH C0ILSYSTEM ERECTION, 0 CONSTRUCTION PRACTICES BEYOND THAT
<br />/ lit fffp
<br />LTi IYQEVIA D GLLED FOR BY LOCPI, STATE, g FEDERAL CODES B FROM 1E ,T 27 By3
<br />211E.-FI-1111FIE
<br />DNIAEn OF TH75 ESSL. SECE 13. EXCEPT AS EYPAESRIY PPOVIGlP HEREIN NO ADDITIONAL y E t
<br />C6RTlFIGTlOxS Gp hFP1RMAi[bN5 ARE INTENDED. c i{S
<br />]d. ALTERATIONS. ADb[r1D((JJ55. DROTHIS WRTIFIG5 rDTMIS WCU MHTT iii 9N
<br />ARE NOT PERMITTED AND ItNN10ATC TM25 GTRTIFtCPTIGN 8 Pt I
<br />LPBx 17. IANELS SHALL Be PERMANENTLY UABELED•WIfH A MINIMUM OF (1) LABEL '6 6 FF � �'
<br />a0'Tn'7M MOUNT (DONN (SPAN DELOWpER EVERY 3.0 FEET. CONTAINING THE FOLLOWING INFORMATION' Lr CyE
<br />TYPE AS REQ'D) DESTRUCTION) AL TPAIM REACH, IME6 AND GLASS wY it
<br />OP72onAL -20 LTITCN TAS 201, PAS 202 A. TAS 203 alrinbpraWNR %uwxnlF
<br />PANELS MAY BE NOTCHED 15 REQUIRED, FLOPIOA PRODUCT APPROVAL NUMBER /
<br />PROVI DEC THAT CONNECTIONS AND BOLTS WIT WASHERED
<br />ANCHORS ARE USED WHICH SATISFY VANGNUTS FASTENED B 20-31543
<br />SPANS ADOVF A RE OW 0851 RU11 ION, OVERLAPS Q MIE/SPAN (USE
<br />APPROPRIATE SPAN TABLE) VISIT 5CALC.10131 W3 ■ $MO
<br />VERTICAL MOUNT ELEVATION P1A0 >':H ;D_J1t70^0 1E,,
<br />r.•U,- :IPfMe ;1TIP _t I ), 1L 'H rJ _
<br />z NOTCHED PANELS «fir ( _ �ri
<br />1 N1.'.i ELEVATION r•Lw-,RiRAL,,LAIIR: RCMPITt A A....a
<br />WABL
<br />A PANEL SPAN & GLASS LLO E
<br />SEPARATION SCHEDULE:
<br />24 l" UL-E PAN EL--
<br />GAUGE
<br />1MINIMUMST 1N A 111
<br />M A
<br />51 ANAI INMINUIAM'•
<br />(IMU, WINT12UNr4 A SSENTIAI FAA:I I r3i
<br />MAXIMUM
<br />DfsIA:,N
<br />AI.IO A
<br />w N1
<br />I I I' S
<br />NS AUAI LTN Lr45
<br />SHAI RNIS nP 7 TI
<br />N HAT G A f
<br />Im1swRL
<br />: SPAN rNA I
<br />MPN 30 ABOVEGRADF
<br />IMAM 1U' ARDVGPAUf
<br />I (01,11
<br />i
<br />F
<br />•11%
<br />1_
<br />_ ri 06 n
<br />- . 11i ,
<br />1 +(rD
<br />,IA401n
<br />I*DIn
<br />I
<br />I
<br />NMI.
<br />116n,
<br />a''<5
<br />L46nln
<br />b.116 NI
<br />,"';
<br />/ 5U
<br />4j LBOD'In
<br />S.M In
<br />I tit
<br />} b
<br />: t5
<br />/
<br />9 1p6.e In
<br />6 (Ism
<br />I.I ..
<br />t 5 n
<br />_1v-6-
<br />J
<br />119.z Ix
<br />- - - .._.. -_ -
<br />6051..
<br />_ _ ___._..___I
<br />231.
<br />HEDULE NOT yPAN 5C E5:
<br />1. ENTER SPAN SCHEDULES VIP NEGATIVE
<br />DESIGN LOAD N PANEL FASTENER SPACING TO
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />A A i POS VE LOADS 1E55 1Y1 N OR EQUAL L O
<br />nI QA Q
<br />NEGATIVE DESIGN LOADS.
<br />1' "PANEL FAST ENEES" ARE STUDS USED IN
<br />2 E TU
<br />CON7UNCTSON WITH ALL. MOUNTING EYTRVSIONS
<br />'/°-IRA R 7 ( C . S tK1DEp ANGLE, VC.). USE 6d5'
<br />0 C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL'H"• AND "U••HEADERS (INCLUDING GUILD OUT
<br />CONDITIONS)
<br />3. UNFAIR INTERPOLATION BETWEEN LOADS 15
<br />ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAO-
<br />I F.NTFR SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO M71RMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTE(.TFI)
<br />2.. SCHEOULF IS REWIRED FOR USE WITH POS177VE WADS ONLY
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE,. OTHERWISE USE NEXT HIGHER
<br />LOAD
<br />IFOR INSTALLATIONS OUTSIDE F THE HVHZ AND OUTSIDE ESSENTIAL
<br />OR INST tlN50Ui5 0 TSI OF SEN
<br />FACILITIES IN ASIA WIND ZONES 1 THROUGH 3. THE GLASS SEPARATION
<br />5CNEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING ES REQUIRED.
<br />j
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />(Ts u- PAAWRFE,-5j-
<br />-
<br />TOP
<br />MOUNT
<br />Y
<br />5
<br />lira
<br />3
<br />x5
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<br />L
<br />A-
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<br />n4 Heeapr
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<br />11
<br />XY
<br />2a"
<br />115'
<br />z 2"
<br />21F
<br />0"
<br />24'
<br />as,
<br />2e'
<br />'I g
<br />A 0 don
<br />CrP
<br />2 r
<br />.S'
<br />'
<br />2 r
<br />2r
<br />0'
<br />2'r
<br />27
<br />,V
<br />L
<br />1'
<br />21F
<br />T I
<br />1"
<br />1"
<br />30'
<br />a'
<br />30'
<br />1 1
<br />33'
<br />,i
<br />MdA,% ' iroXA
<br />2
<br />24`
<br />'r
<br />3U'
<br />2B'
<br />2N�
<br />4s'
<br />33"
<br />g9A
<br />is"
<br />r
<br />Rr
<br />So-
<br />2r
<br />56"
<br />a
<br />SgW AN NAwM
<br />2X
<br />77
<br />22•
<br />n•
<br />2B`
<br />30"
<br />I1,
<br />a7
<br />2 2"
<br />20`W
<br />_
<br />D.ed MOIPR
<br />24'
<br />90'
<br />4s"
<br />SIT
<br />29'
<br />'a.
<br />A"
<br />2C'
<br />4B'
<br />y Malon
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<br />27"
<br />7 r
<br />x:!,'
<br />2 r
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<br />2 r
<br />'E• Tr
<br />- r'
<br />!
<br />2
<br />4"
<br />W
<br />4C
<br />517'
<br />2R"
<br />4e'
<br />+r
<br />4B"R
<br />llC
<br />OIX
<br />"
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<br />(oPUPKAH..T PCF OA Wild. , .AMYL LFN6m11 LLM ,MAN 111EKE NOT£D IN 14.1 MIDW fig:.71 In
<br />4(S 11AAI,
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<br />AA3IKETYYL ➢AMRn•1 ow N ..
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<br />W P AL 1 r IN A 05uR "M l:i
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<br />M1 A T Ili 5 PAAA OW .o, Mail YrrT eYRDCV i1rAJNriM6 CON01 4!W ED ! lYON.xOM (RA65tiINU MAro11 IN
<br />• eN00 AIP 1 V 01 tall 22 • wI1W W wA1MM,t grmfA, ADLTS AMPS OAhtLb g 6NTH win, MNft pg
<br />PA}Alools A2.3'OA Call ( 1 Z n
<br />IYI N A n3NA PpA 1. •4NF1s .PAN M MI ItNP, uSINS a 1oF THE dmr7lNL Or 0R EOflOw a r5
<br />ERR
<br />W NG Pal OCILL'x" - uM NAr IaDVN )M, ill nOL'AI+ N T,eR4 UL{ l 1. Nrx r (.D,la SaA A OgAWTNRa `Af
<br />11
<br />rl OPTIONAL INTERIOR FASTENING DETAIL
<br />Nl.. T� _.
<br />wIn get
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<br />4
<br />IJ
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<br />ADJACENT
<br />vllt
<br />,
<br />W S
<br />PANEL
<br />1-1
<br />a
<br />' 1d 11' T n. A09w110 410,,r,1A
<br />'llIId4 TT Yril % olA ML t
<br />`wA5"15WNRNr
<br />,M,P,S`K.a�,
<br />Q
<br />8i isi(I„ Q1�
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<br />WIK4M o tino. O,r-
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<br />I4l 171R
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<br />dl•NaMa Toad P[AM
<br />PAAA!L AWACEN9 I
<br />f4'AN5 pANXt 1
<br />m QPTIONAL EGRESS
<br />PANEL DETAIL
<br />INTERIOR FASTENING
<br />2.2�" - O 2 i--3 ?
<br />"
<br />1 250" -I-A O6o" X� 7 Ui Iv sl uv A
<br />O.M.7501�1 z $ ld ? a , aL.
<br />0.1394" 0.094" �,125° LF .6j.. iE �' I'0.625" Q
<br />J. N
<br />0.1 S" 2
<br />TOGA 5� 9 A 8 Q 3 L
<br />aI 0.094' ,I'i44" ~� d7.12dTYR, TYP TS T wMI E1
<br />o.oe2"
<br />U
<br />L 030, 1,930" 0... .375 n ,062___l rD-325" z.�D" �Ul R MI
<br />L.ls �-1 .030" _ z.t7oD1 nJ 'P a50, -1 z.orNk^ I- -I z.D�„ �.TYP awxIOL, w
<br />ANr1E J-PANCLtlAIRE < 1g1 -
<br />�:321" L1aD" T, 'N• 1{E,A,OCR m"IJ• HEAlip W71L0-our 'u" REAPER ©-•- I 9 - ya Aj JIC+�j,I
<br />1,51 LS6C� -1 3.380"MA%. .11 0.313" 0. 1 + .;id.,^z
<br />1.560" I SID �A�9- D,i76" gg22 q3�2
<br />�- -� 0 L � 019 " 1-{ _004.645" 0.1", j r .17 G55" O.BNi" 0.350" t.007" I'A z
<br />G.655" p 0[ „M�I r .�
<br />12,500' PANEL COVERAGE Ei-- ?- eja3' 1- orbi��11--
<br />14.875" PANEL LENGT R, E 11n�r, k. ��( � T_F (- 0,545" I 0.5 4.190' 0.2�' 0.050" I n
<br />QM CA PANEL V 11 Lai j�, .. 0
<br />OIAECT1aH
<br />t_0.oso" TE(I_ D.090' TI =;.S RAr EF �- -D., SSCI
<br />J"•1 2A00° _ p 09D"�.!AwNlrwu 0.215` 2L5 d 7I D" R0135"_ .305" (j,
<br />TYP TYR. P 0.090 0,700" ND r 0.957"
<br />�a,NL9-0VT'C" WAGN �j6gL, &I Mou - mLACH ��- REYNOU WAVIER
<br />r0 it I . D. YN. Ur
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<br />„ u " L:`M.Iollm AO IF ,4,-t1 AY A4S FMEEO
<br />1.000" 1. r )' >, n rcv, tI :rdmE1LP-o-w,PF(7R a.] ','Deli. . r 4 I I� 11
<br />OVERIAP u� 3,e2D .I
<br />A ANU'".'i MAX .� M111111-n111 MINlNI i:l ninNrnrlAll a•
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<br />MAX 9 BBe.
<br />H'•1T a '& ,� lso '
<br />- LT
<br />,.
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<br />MIN
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<br />:N:1 A%. I.SDO' L ' < S16 Sill 0 Cl0tp1
<br />A•N-PIR71 , ( 4"MA%. MIN I.mO' N4 I r r'TTT_'RATa - FES
<br />W50A 1111.1,t 1
<br />"'� llEA Cl6LLRxE f>eTNI r _ ,.µl
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<br />IlT< n"" L, elti!
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE WINELS_ PANELFASTENERS ®11 5`O C
<br />2.5" 990E DISTANCE
<br />.1.
<br />.
<br />:P
<br />MAX oesxax
<br />AYCNOR ■Rtsairat
<br />Pe rs r
<br />L
<br />Ad UP TO C-0'
<br />SPAN UP TOY r
<br />:) N U to 10w'
<br />x TYPO
<br />cl z Ea c 4
<br />c
<br />COYY IY►[
<br />n 4
<br />I� cl c
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<br />_L. r_S
<br />c n u
<br />rI z
<br />11 71
<br />]NA a LNOa,
<br />DEA.I 1TN.000 :1
<br />I.
<br />12.5'
<br />4
<br />1d0 17
<br />9 9
<br />1 5'
<br />L
<br />] 60"
<br />0.
<br />1 2
<br />5.3
<br />1 25'
<br />1 .]
<br />60 9
<br />5'
<br />1
<br />32.5'
<br />I60"1L 8'
<br />80
<br />125
<br />150'
<br />82'
<br />S.5'
<br />12.5'
<br />]60" 81
<br />S' L.
<br />12.5' '
<br />SS.T
<br />1 '
<br />60' 30, 1'
<br />18,01, 0.3.
<br />9 "
<br />a
<br />6 r
<br />42 f
<br />ALL
<br />lfi.p
<br />IjE
<br />R l
<br />9 1
<br />5 1"
<br />3,4'
<br />1 I5''
<br />12 I
<br />its 0' 6:f
<br />18 0" 41
<br />S 1'
<br />3.4"
<br />115,
<br />16.a' Bill
<br />S4'
<br />12.5
<br />j6x
<br />9.1-S.A'
<br />125'
<br />160' 8,1'
<br />$.4"
<br />I 7 , 33
<br />DLY NT Y iAALON 41
<br />9 e
<br />P��� 42
<br />[I._,,.'�.,.r_ 12
<br />11.5'
<br />1fi D" /5.O
<br />Tfi tl'
<br />Illy'
<br />140d
<br />15.0'
<br />12,9'
<br />12 5'
<br />16 D" 11 1
<br />0
<br />-
<br />1 5'
<br />!d.' I60
<br />1. a
<br />I
<br />b, a
<br />SB
<br />125
<br />160" to
<br />9,b'
<br />12.}"
<br />' 4.9'
<br />160 1
<br />11
<br />12 3
<br />30.0
<br />1l 9'
<br />,9
<br />9 S'
<br />/ 3'
<br />7
<br />/A D ! 9
<br />1
<br />B ]'
<br />12
<br />Itl a•Lae
<br />li
<br />S• 12
<br />16,1Y
<br />11.9
<br />9,5'
<br />12 S'
<br />Sb0. 119
<br />9.5
<br />12.5'
<br />16.0, 1l 0"
<br />All
<br />1A S"
<br />16,0'
<br />11.9'
<br />R9
<br />12,51,
<br />A6,0" IL.V1
<br />A 5"
<br />ttt777
<br />Y11&,.Nit, 33
<br />A NINTS 90utl SET
<br />M.V-_U.+;, -z."aI 41
<br />4a
<br />y SS
<br />T
<br />li
<br />11. '
<br />T'
<br />IAa' ]6.0
<br />10 a
<br />12. 5"
<br />TA.a
<br />1 +"
<br />}
<br />13.4'
<br />12 5"
<br />0 V- 14 0
<br />11l'
<br />12.7,
<br />tea' Seta'
<br />IS
<br />1- 5"
<br />1d A'
<br />32.6
<br />006"
<br />127"
<br />tso0 12 S'
<br />107"
<br />124"
<br />129"
<br />6." s6.,_5
<br />0 1
<br />1601 144'
<br />123'
<br />12 I'
<br />12 S
<br />Se a'
<br />1 ad
<br />12. 5'
<br />1L S
<br />10.6'
<br />10.8'
<br />L25'
<br />1a 1'
<br />I60.12. 5'Los,
<br />6 "12S
<br />1 0
<br />1 06"
<br />12.5,
<br />1b
<br />]0 s'
<br />1 2 5'
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<br />360" 16,0"
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<br />12.5 16.0
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<br />ANCHOR NOTES:
<br />I NNChU0. SCHEDULE APPUE5 TO PRODUCTS CERTIFIED HEREIN BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />MAXIMUM ALLOWABLE ALL APR SPACING,
<br />IN SPAN ENTER ACHEDULE NCHOR
<br />2 ENTERA NC OR TYlEDU LE SBASED ELECT
<br />DESIGN
<br />PANEL FASTENER SPACING. THE EXISTING STRUCTURE
<br />MATERIAL, a ANCHOR TYPE SELECT DESIGN LMO GREATER THAN OR EQUAL TO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTERSPAN.SELEcT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAIU: ON
<br />SHE I IDENTIFICATION OF CONNECT ION TYPE.
<br />E zWLP
<br />3 "PA PA TENE175" ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING ENTRUSfOPFS
<br />"PAWL S E
<br />('F-TRACK STUDDED NLE. C-) USE .25' .0 PANEL FASTENER SPACING TABLE VALUES FOR
<br />R
<br />ALL Yi" - AND "U'-HEADERS (INCLUDING BU2LDOU7 CONDITIONS)
<br />4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENOATPONB
<br />5. HO W BLOCK HOST STRUCTUFE SMALL CONFORM TO AST C90 BLACK,
<br />LA M
<br />8 MINIMUM EMBEDMENT SHALL BE D TANC1N ANCHOR SCNEWL F,
<br />MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL
<br />Fl NIS HES WALL FlN15MPp SHALL BE LIMITED TO L/4" MAX OR SHALLBE VERIFIED BY OTHERS 10
<br />T RdN P DS TO HOST STR ORE.
<br />8, CO CRT 5 ER 1.04 TACT
<br />a. CO CRETE A ORS NOTED HEREIN SHALL BE EMBEDDED TO ON CRACKED CONCRETE ONLY.
<br />N
<br />9. WHERE EXISTING STRUCTURE W WOWE MI G, EYISTI NG CON ONS MAY VARY, FIE
<br />LD
<br />VERIFY THAT FASTENERS ARE TNTOADEQIATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FA7i713NiNG
<br />70 PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />ED, WHERE ANCHORS FASTEN TO NARROW FACE OF 51UD FRAMING, FASTENER SMALL BE LOCATED IN
<br />CENTEROF NOMINAL 2" X 4" (MIN, I WOOD STUD 1'/,' ED(.F DISTANCE 15 ACCEPTABLE FOR WOOD
<br />FRAMING). WOOD STUD SHALL BE"SOUTMERN PINE"G.OSS ORGREATER DENSITY, LAC SCREW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD,
<br />A WALL' PAN L.MATe ALL -5E7 a MA BUSHING
<br />1L. MACHINE
<br />ANCHORS DE e A POTSSTUD 58 IN
<br />L2 MACICNE 5': RF W3 SHALL HAVE 1/2" MINIMUM ENGAGEMENT Of TMREA OS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD TRUSS HEAD, OR WAFER' HEAD (SIDEWALK SOLI') U. N'.O
<br />0. MINIMUM EMBEDMENT AND EDGE DISTI NCf EXCLUDES STUCCO OR OTHER WALL FINISHES,
<br />14. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE RISES.
<br />IS * DIRECT MOUNTING CONDITIONS
<br />-
<br />LE UNEAR INTERPOLATION /5 NOT PERMITTED FC41 USE WITH THE ANCHOR SADHEIIUI!% USTED. ON
<br />THIS SHEE T
<br />I
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<br />SHEET NO.
<br />SH 1.5
<br />
|