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<br />Cr' _��� ` POP # LAST PANEL TO BE YNSTALLEO AT EACH OPENING $,ALI. ALWAYS 8E
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<br />112' O O G O O O 'a - O O �- O '1 1 PROVIDED W/ REAR HANDLE TO FAUUTATE INSTALLATION IF INTENDIT
<br />i to BE YNsrnuFD FROM INSIDE of snwcTu
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<br />'I -
<br />I POOR .PANEL) (PrtERgR PANEL) (END PAICL) f �MAIL
<br />!(ENO PANEL) I .1 T' -T.... )-'��`(" ( S151NG U/ PAN I 4 Cool TRAcCK$ TOP $ 90TTOM.
<br />(INTERIOR PANEL) I -
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<br />SEE NOTES 2..3. 4 � I I ) 1 E I I SEE NOTES ; 3. A
<br />I I (2), TH PANELS SHALL OP ALWAYS BE CONeRPROVI 10 BOTTOM TRACK
<br />i STOP BPR PROVIDED
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<br />OTHERWISE A SMALL BE Al TOP OT SVC71
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<br />iI f t PANE- If ., PANELS.
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<br />ENGINEERING EXPRESS'
<br />PRODUCT EVALUATION REPORT
<br />September 15. 2020
<br />Application Number.
<br />17NO 1 - R2
<br />EX Project Number
<br />20 31543
<br />Product Manufacturer
<br />All AmaIcan Shultorsand GIasi
<br />MBnutarlurer Address
<br />1540 Donna Road
<br />West Palm Beach. FL 33409
<br />Prnducl Name a Description
<br />249a Galvanized Steel Storm Panels
<br />Largo MYslule Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evaluation Report is being issued In accordance WAIT the requirements of the Florida
<br />Department 01 Business and ProfessionalRogulxDDn (FNvdE Building Commission) Rule Chapter
<br />61 G20.3 005. F A.C.. for statewide acceptance per Method t(d). The product noted above has been
<br />fouled and/or evaluated as summarized herein to show compliance with the Florida Bu#11ng Code
<br />Seventh Edition (2020) and is. (of the purpose intended, of least Equivalent In that required by the Code
<br />Ro-evaluation Of this PIUdUI't shall be required following pertinent Florida Building Code modl6callons or
<br />revisions.
<br />Substantiating Data:
<br />RO_D CT V'AL l NDO UAET
<br />EX win 100 2154„ titled -24Ua Galvanized S 1 e.I Storm Panels (HVHZ IS Non-HVHZ) -. cheats 1-5
<br />prepared by Enyjmeenng Expresssigned a sealed Oy Frank Bennardo. P.E. Ill an integral pad of The.
<br />Evaluation RLWi7.
<br />• TEST REPORTS
<br />Uniform static structu al performance has been togged m accordance with TAS 202 last standards per front
<br />fa T-A -17- t la .kw r Testing Inc
<br />d s 11B SG 00 B E Me st
<br />pD 1 rip by
<br />Large missile impact resistance and cyclic loafing performance tins been tested In accordance "Iff TAS
<br />201 and TAS 203 lost standards per test nepon(s) OBT-ASG-17-001 fly, Btackwater Testing. Inc.
<br />A STRUCTURAL ENGINEERING CALCULATIONS
<br />tur Stfueal engineering calculations have been prepared which uvaluale the product based On
<br />COmporalive and/or rational annfysm to quality the following design "Ilona
<br />I Maximum Allowable Spans
<br />2 Minimum Allowable Spans
<br />3 Mmnnum Glass Sapatahon
<br />4. Anchor Spacing
<br />160 SW 12'" AVENUE SUITE 106, DEERFIELD BEALH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396 9999
<br />TEAMWENGINet RiNGE%PRESg,COM
<br />�v ENGINEER INGE"HIS S,Cos
<br />tol:' lV I 7�1NE' i_ FIING
<br />Palle -, 1,i
<br />All American Shutfurs and Glass - 24ga Galvanized Steel Sliltm Panels
<br />No 33% Increase in allowable stre" has been used in the design of this product.
<br />Separation horn glezUg Is not required for Installations outside of wind zone 4 and assential fatuities
<br />Impact Resistance:
<br />Large Impact Resistance hAs been demonstrated as evidenced In previously Elated lest fepod(s), and Is
<br />accounted lot in the engineering design (if this product
<br />Wind Load Resistance
<br />This product has been designed to resist wind loads as indicated in the span schedule(s) on the
<br />impactive Product Evaluation Document (I e. engineering drawing)
<br />Installation
<br />This pforfucl shall be installed in strict compliance with its rasptictive Product Evalueton Document (I e
<br />engineering diawmg). along with all components noted Thereto
<br />Product components shall be the malerral specified In that prodUrf's leSPeona Product Evaluation
<br />Document (ie. engineering drawing)
<br />Limitations 43 Conditions of Use:
<br />III hit NccO da with respective Pr A Document
<br />Useof this xodud shall tow u a t r rice ) the Es cav Product Evaluation D umen f e
<br />1 Pt+
<br />engineering drawing) as noted heroin
<br />All supporting hall! structures shall be designed to caused all superimposed bads and shall be of a material
<br />listed in this product's respective anchor schedule. Halt structure conditions which are not account" for
<br />m INS product's respective anchor schedule shall be designed for on a site specific basis by a registered
<br />pmrc":.sromil engineer
<br />All car p1rIeb which ardvermanen 1v installed shall tre projected ed,against corrosion. contamination and
<br />r s h damage all firm" 01h0 uC d 0 al A m03
<br />0
<br />This product has treen designed lot use within and oulade the High Velocity Humcano Zone (HVHZ)
<br />RespecilidlY.
<br />6r I,�
<br />�x [
<br />��;�,.
<br />Frank Bennardo, PE
<br />ENGINEERING EXPREss"
<br />0Pf•.IXM6R49 1 Ceri Auth 9885
<br />160 SW 12'" AvENUt SUITE 1D6, DEERFIELD BLACH, FLORIDA 3344)
<br />(954) 354-066D 1 (866) 396 9999
<br />TEAM BAENGI NE ERin GEx PReSs. Cam
<br />ENGINtEAfNGEaPRfI,S.CUM
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<br />DESTRUCTION)
<br />PAfNE45 MAY BE NOTCHED AS RF,QUIREO, OPnONALW-10 STITCH
<br />PROVIDED THAT CONNECTIONS AND BOLT$ WITH WASFIERED
<br />ANCHORS ARE USED"'Ilcw SATISFY AlAKOPRIANUTS FASTENED
<br />SPANS ABOVE a BELOW OBSTRUCTION. OVERLAPS G MIDSPAN (USE
<br />__. 4PPRC1PR6ATE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
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<br />SPAN 5CHEDULE NOTES:
<br />LATER SPA S WITH NEGATIVE 1. E N CFIEOULES Wi EG TIVE
<br />DESIGN LOAD 6 PANEL FASTENER SPACING TO
<br />OErERMINE MA%IHUM ALLOWABLE STORM PANEL
<br />SPAN, SCHEDULE IS ACCEPTABte FOR USE WITH
<br />POSITIVE LOADS LESS THAN ON EQUAL TO
<br />NEGATIVE DESIGN LOADS.
<br />2. -PANef, FASTENERS' ARE STUDS USED IN
<br />CDNU NCTION WgTM ALL MOUNTING NVSIONS
<br />i-r0IC, PANEL FASTENER
<br />ANGLE, EEC.) USE UES
<br />O C, PANEL FASTfNlR SPACING TABLEVALUES FOR
<br />ALL M-AND"U'-HFAOEW5 (INCLUDINGe Ilit OUT
<br />CONDITIONS.
<br />3. LINEAR INTERPOLATION BETW N LOADS IS
<br />- ACCIEPTABIE_OTNERWISE USE NExt NIGHER LOAD.
<br />1 ENTER, SPAN SCHOXILE W Ool POSITIVE DESIGN LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED
<br />R f V AD Y
<br />2. SCHEDULE IS REWIRED LOADS
<br />S USE WITH POSITIVE R s ONLY
<br />tNTERPOL4TlON BETWEEN 1OA95 15 ACCEPTABLE, OTHERWISE 115E NE7L'T HLGNER
<br />LOAD.
<br />AN 7 T 3. fDA INSTALLATIONS WTSIDE OP THE HVM2 D OUTSIDE OF ESSENTIAL
<br />u
<br />FACILITIES IN AST" WINO ZONES 1 7NROWH 3THE G7.ASS SEPARATION
<br />SCHEDULE 1$ N01 NEQl1IRFD AND NO MINIMUM SEPARATION FROM THE
<br />7ELTED OPENING IS R f ED.
<br />YP ..le:.»crom '� ',� :.
<br />IXVIR
<br />MAXIMUM A110WABLE Ninth
<br />SNIP
<br />a,Vi
<br />W
<br />DESIGN PRESSURES:
<br />xl:m
<br />3
<br />1051
<br />HA.0 Ilr.f
<br />-010''
<br />AS NOTED IN OE-51133N
<br />DESIGN NOTES: SCHEDULES
<br />a'I
<br />., P
<br />NEG
<br />POSITIVE AND NEGATIVE DESIGN PRE55l1REg CALCU LATED
<br />DE SHALL BE DETERMINED rl
<br />r n V
<br />5EVE
<br />AIRING IN ACCO ANCE WITH TFIF
<br />NRDE1��
<br />EE�SS5VU �AfEEp0UU p5�AECDRI7ANCE WIYHIAS(1E'- 71�D
<br />ffimingTHAN
<br />3
<br />• N ��AYUOA
<br />CHACTER
<br />BUILDING CODE SHALL BE LE55 THAN
<br />W vi =
<br />OR EpoUAL TO THE POSITIVE OFL NEOAT{VE DE81GN
<br />DRESSURF. CAPACITY VALUES LISTED MERe1N FOR ANY
<br />>
<br />4
<br />m
<br />ASSFMBI I AS SHOWN.
<br />I,
<br />GENERAL NOTES:
<br />THIS SPECIFICATION NAB BEEN DESIGNED AND $HALL BE FABRICATED IN
<br />ACCORDANC! W7T!( 77ME RQQQQV{RlMINTs OF THE FLORIDA BUILDING CODE
<br />"°5. 9
<br />W K
<br />li w
<br />MVENTN 901nON (2020 P6R USR INEIDe AND OUTSI- OF THE HVM2; PER
<br />1 iI Van
<br />fA5201. 207 AND 10, TiZST PgOTOGOLS. lXrnTNAA-TOR SMALL INVESTIGATE
<br />f
<br />LND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY
<br />APPLY. DESIGN CRITERIA BEYOND AS STATED HERON MAY RhNME
<br />(1)
<br />TDOMONAL 6RETMEFIC SEALED ENGINEERING
<br />1 14013-1/3% INCREASE IN ALLOWABU 4TRESS MAE BEEN USED IN THE
<br />7eSIGN OF THIS SYSTEM,
<br />N. THE ANCMtTK T(ENOINEFR OF RECORD R3R THE PRODFCT
<br />WPERSTRUCTU RE WITH W NA, N TMI3'I S1 N is USED SHALL BE RESPONsHiLC
<br />:OR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIe;JJ WHICH
<br />WALL RE COOADI.SriAFFTRREU BY THE PERMITTING CONTRAX I OR,
<br />111
<br />n
<br />ON 0Q
<br />pp pAsie
<br />7MIN. CUNTACTTHI6 EN PINEER FOR ZTEORNJITF SPA NYU.CIILA ONSAS
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<br />A Y �CIU A D
<br />1 THE &Y6TEM DETAILED MERM" i5 GeNtA(C AND GOES NOT PROVIDE
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<br />rRi COND1T10N5 DETAILLEQD HlREIN, A LICENSED 6RFfINERROR UMTERED
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<br />.O.NIUNCTTON WATM THIS DOCUMENT
<br />). DESIGN PRESSURES NOTED HEREIN ARE RAGED ON MAXIMUM TESTED
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<br />.ORROSION-RESISTANT MATERIAL AND SHALL COMPLY VII7I1II SPEpf{CAl.' ,
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<br />A2R ALUMINUM STRUCTURES" SECTION 23 RY THE ALUMMQ ASSOCIATN]N,
<br />NC,. A ANY APPLICABLE FEDERAL, STATE, AND/Cie LOCAL CODES.
<br />t_.)
<br />A.
<br />1 K 2 !L b ALL STORM PANELS: ALL 1P 4GA SYN 0.024"
<br />1 STORM PAWL 5 SMALL C fORM 10 T A631 T1t CIURAL 0. Tr L ON AS N 5 U u u Q
<br />GA VA I IT I "4a.Y
<br />LIRE, OI30 L I C04TDIG WITH A H7MIMV 4 Fy NS1
<br />W
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<br />B ALL ALUMIVM t%TRU570 NS SMALL aE606a•74 ALOMIN UM ALLOY,
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<br />AS F][LO
<br />A.O ITT 6 SDICTA pEPANE SHOWN MAY BE LNTERC VERTICALLY
<br />DICTATE PANELS MAY BE MOUNTED VEa'fICALLY OR
<br />J
<br />40ROITIONS
<br />10RRONTAir AS APPLICABLE
<br />2 CONCgETCANCHORS NERLI EMEANCHOTD
<br />J
<br />ONLY. LL(O C
<br />LDN-CAACKED CONCRETE ONLY. INSTALL ALL SONCRET! ANCHORS PER 'IANUFK, CONTSRKOMMEHOA7ION9.
<br />7. THE CONTRAC70R IS RESPOIISIILE TO INSVLATE OR ApRYUT ALL
<br />46MWA
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<br />FROM 0166IMILAR MATERIALS TO PREVENT eLECTk01:VeaL
<br />4. EPXiINeIR SlAL AfFi%@D HERE T04 LIDATE$SIN RALOGIGN A6 A U U
<br />Li
<br />T N Y L
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<br />!VHKn IS CALLW FOR BY LOCAL, STATE, A FEDERAL CODES B FROM
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<br />3. EXCEPT AS EXORMSLY PROVIDED HPAETN, NO ADDITIONAL
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<br />r$gEyP
<br />{. tb.
<br />11
<br />A, ALTERATIONS AODITTOW, OROIMIRMARK{NGStoTOM OCMIUMENT
<br />9999
<br />y
<br />use,far PEAMITTEb AND INVALIDATE THISCERT7FICATtON.
<br />7.. PANELS'5HALL SE PERMANENnY LAWLED_WTTy A MINIMUMOf (1) LABEL
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<br />:1 HMYA I,P`-,SeMPAA3 R'I JI'
<br />�t',,
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<br />I LL 1'I�
<br />:--P2: s
<br />. M-e
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<br />MAx J
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<br />AI' H'
<br />]"�wlll lr-nlll RPNNI ,ILL411Nt IMInI
<br />e 1.500"
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<br />Ii11[P��
<br />9
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<br />4
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<br />. '
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<br />k1,
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<br />EMBED 1ti.cwv..-
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<br />Ar JI
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<br />2.iY91
<br />$ yp'c
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<br />Bay
<br />P
<br />mFnuNrtrwnicxwuccr_
<br />20-31543
<br />P.HE_R+aR�:
<br />L
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE MNEL.. PANEL PA5TENE ITS B 12 541 i, C
<br />I.
<br />'L
<br />_ -
<br />TMR smxt
<br />ANCHOR PReswae
<br />TYPE P RP
<br />AN u I 4'-a'
<br />sr P M
<br />U
<br />PF A I P TO IO .IU
<br />J
<br />TYP
<br />CON" S
<br />t1 <2 03 fa
<br />CON" TYP
<br />!Commifs
<br />c a
<br />f C3 C3 C
<br />DON TYPE
<br />r
<br />G cz 2 c
<br />f
<br />1.2 N'
<br />2I10 1 D1 OCD ,I
<br />OEWAIT UITFAC0r1 41
<br />IPA. V.s - n _s..1
<br />its
<br />1 5
<br />160' 41'
<br />95
<br />125
<br />Ifi0'
<br />0.2
<br />6.8
<br />124
<br />6 9,
<br />1 U 1
<br />L1 ..
<br />12
<br />I D'71.
<br />a g
<br />B 0
<br />1 5'
<br />d
<br />Jag
<br />82
<br />54'
<br />125
<br />150 7"
<br />8
<br />SS"
<br />12 5'
<br />32S
<br />1B a' 1D.3
<br />Is.a' 9.r
<br />_T
<br />6B
<br />a3`
<br />12-f
<br />I1.3•
<br />15.0'
<br />Sat)-
<br />Ed
<br />ILL"
<br />s.4"
<br />3.4"
<br />13 s
<br />125
<br />Ise aT
<br />160 BP
<br />5. '
<br />54"
<br />32 S
<br />lb.a' 87'
<br />3.4'
<br />1L5
<br />16.0
<br />ILL'
<br />5.4'
<br />121
<br />16.e ILI"
<br />5. -'
<br />ICbi
<br />V" .111 1 I F l,L' 23
<br />'..".T bLTRAGOH 41
<br />L 4e
<br />32
<br />d--��r 72
<br />ll 5'
<br />16.0" 36.a'
<br />16.0"
<br />1 5'
<br />76.p'
<br />35.0'
<br />L]0"
<br />125
<br />fig" 19 ,'
<br />10r"
<br />5
<br />60'
<br />1 76a
<br />13.4'
<br />1
<br />0"
<br />1
<br />t .5
<br />6 1 n
<br />9 b'
<br />1`..5'
<br />2.6
<br />10 V' 1 9'
<br />Ill a1.
<br />A.
<br />1x.0"
<br />12I
<br />IZS
<br />la D'
<br />Assn"
<br />1J.9'
<br />At is
<br />9.s
<br />9.5'
<br />321
<br />12,5
<br />tA0 ll 9
<br />IR.O At.O
<br />8.1'
<br />9.S"
<br />1 S'
<br />Ila13,
<br />t60' 1L 9'
<br />As,
<br />1Z 5
<br />16 0"
<br />1I.iA
<br />5.5
<br />12.9
<br />E6 0 11.9
<br />9215
<br />s1
<br />O
<br />I A'4 33
<br />All P�Inrs.so Lio SET
<br />I.M.v _,n,,l f1
<br />46
<br />!E
<br />1'rftr7is 7
<br />iL
<br />1 ,
<br />11 d' 16.E
<br />] IT
<br />6
<br />1 5
<br />2
<br />16.0'
<br />15. r
<br />l] 4
<br />1-
<br />1 5
<br />I6.0 14 D'
<br />f 11"
<br />1
<br />12.5
<br />16a'1a0"la
<br />e'
<br />125
<br />160'SL6
<br />10A
<br />12.3
<br />180'1 ,3
<br />107"
<br />125
<br />11 S
<br />l6.a' 156"
<br />' a.4"
<br />lava 1
<br />133
<br />1S 3'
<br />12 5
<br />12 7
<br />Its O"
<br />i a 9"
<br />1-5
<br />SL r
<br />L0.6
<br />t D 6'
<br />II 5'
<br />i .d
<br />I6. U" ]2.5
<br />8 0" 1
<br />1 2 3
<br />1U.6"
<br />Sa 6"
<br />1.5"
<br />160 r_
<br />70.6
<br />125
<br />m1c,
<br />1L5
<br />LR 6"
<br />12.5'
<br />160" 12.5
<br />1 .L
<br />IJ+'" -'7J rMxr 33
<br />I.WAI FAIT
<br />-�`41
<br />"
<br />N
<br />Y 52
<br />72
<br />12.5'
<br />12.9'10
<br />is if.
<br />a'1da'18
<br />SR.d•
<br />a'12.5'
<br />12.5
<br />AS.O"
<br />I, 0"1!.'
<br />AS ,
<br />1
<br />,,,.1"
<br />11 ,
<br />17 5
<br />IL!'
<br />160' 1 D'
<br />1a0I5.611.3"
<br />1J S'
<br />1 25
<br />Ea']e,'A'
<br />f a]
<br />3
<br />1 2S']e'12.s
<br />D
<br />11 2•'
<br />]"
<br />i s
<br />1."15.1',I2"
<br />P
<br />A,.5
<br />" 6 •
<br />16 0 1 0
<br />I3, a'
<br />1
<br />12 5 6 U"
<br />3' 2'
<br />14. ll
<br />-
<br />i
<br />D
<br />1
<br />1 V
<br />Ii " 1SS'
<br />-1 e,
<br />12 5 16 0'
<br />15.Y 11 2'
<br />1 ,S
<br />2.5" EDGE
<br />DISTANCE,
<br />w1sr. v4 "a D 19
<br />nn ,Nn111. a1
<br />4e
<br />sz
<br />72
<br />I/A"I, 1/A',H11111 13
<br />_A_
<br />, us, 41
<br />48
<br />N-
<br />d`-� 72
<br />6.25-
<br />4.23"
<br />6 25"
<br />e.25'
<br />175"
<br />12 5'
<br />IU 3• 6,25• 7 1
<br />R.1
<br />U"
<br />5`311
<br />16a' 6.5" 67" 62S IL.]"
<br />17 7' 0.23 9L 5"
<br />6.25"
<br />6I6
<br />e:25'
<br />6.4"
<br />M6"
<br />621"
<br />d.25"
<br />as
<br />117" a.1S 93"
<br />1138" 6.25 93'
<br />"3' Il
<br />&IV
<br />6.21
<br />ek"
<br />9 "
<br />4 '
<br />1Y"YIN-ItN•rMxrl, l3
<br />r
<br />RW AS. TAHC11 41
<br />46
<br />_ �, 5
<br />125'
<br />11.'
<br />16.0, T.3' 7.3' 12.5 SEA' S.3'
<br />154" 6.0" 5"' 625' fa,E" ,
<br />S:0"
<br />4�O"
<br />C.27'
<br />a2S'
<br />12,0"
<br />10.7" " 4.0"
<br />12.5'
<br />111•' 5.1 • Sri" QIS' x0 7•" I,L •
<br />4.0"
<br />6,is"
<br />ID 7• 41" AO"
<br />.` A 8' 1L 4 •
<br />6 &2 1 1
<br />li
<br />A"
<br />2. •
<br />a S
<br />10 7 4 d' 4. I'.
<br />625
<br />A
<br />aT .1 40 625 47• 4
<br />a a•
<br />172
<br />a
<br />O
<br />a
<br />I,V""/ N' Hm"? 3
<br />F 7
<br />4A1 POINTS SOLID SIT 4T
<br />40
<br />* PYf 52
<br />��T'"�i !2
<br />12.5 '
<br />ID ' 14I S" 1 ' 36. D" 91
<br />O' 11 2 S
<br />7 s"
<br />I`
<br />4 5'
<br />I 0" 7' 7 0'
<br />6 f
<br />12.5
<br />16,0" ll. Al"12.5 f 7
<br />.3
<br />12 S
<br />7
<br />12.5'
<br />1b a' 9.7' 78 12.5' 160' 7.7
<br />6.2"".,,�7.7'
<br />12S'
<br />6. „ 2
<br />125
<br />12.E
<br />1d.a' 0.9' 7.2 `125' 1b0 77
<br />SR.a' ] 7• a 2" ILS' 3fi 0 T 7
<br />6.2'
<br />6, 7
<br />ILS'
<br />13 4'
<br />15.0 7.7' 62"
<br />3A 0 ] 1 �.2"
<br />U.r T 111 V THIRP 13
<br />,FWMI 1-1-11 1
<br />4
<br />N
<br />51
<br />72
<br />71,5•
<br />1a,0" e.1' !.9" aZ7' 11,5 ,.4
<br />4.1
<br />b.23'
<br />10,3' 4 0" 3J"
<br />1d,5
<br />49' 5 9.3' I.b
<br />13.1'• 5.2 62
<br />].3"
<br />a2S
<br />"2' b" 7.3"
<br />3
<br />6.25'
<br />4'
<br />11.5' 0.1-' al` a2S R.2" 3.
<br />A3"
<br />G.2S
<br />9. '
<br />2 #S" 3.3"
<br />625"
<br />6.30"
<br />I➢6•' 41' 2,5' 6 4,2"
<br />25
<br />9.2` E?" 7.7" .25' Sr-
<br />6:ZST
<br />p2" Is.,
<br />4,2" 3a" 1.I"
<br />NIA- WAE1e . t'A"M
<br />�,
<br />"
<br />R-
<br />moo, -oft
<br />ANCHOR PRESSURE
<br />Trr (PUT
<br />a
<br />,nth m "I,`,'.
<br />P 1 N, 'V
<br />41 b+ U I'll W-
<br />GONX TYPE
<br />7 Q I c4
<br />ON a 137E
<br />n f I Cl u
<br />mall-TEi
<br />C1 C 4
<br />z n c
<br />,!+•' . nlr COMM 23
<br />- 4n
<br />52
<br />T 2
<br />725'
<br />]O- a 1
<br />f09"It-s
<br />16'A
<br />ten ]s"
<br />]2 S
<br />16U16U 7"
<br />Its"
<br />id.1, 6,0
<br />A D' 11 S
<br />to .
<br />I 0 at-
<br />I: 51
<br />16. 0' I. e 6 o"
<br />At 51
<br />2.
<br />t o
<br />16. Ill O'
<br />itl.a 1 4 T
<br />O.p"31.4
<br />O.0' 1L5
<br />IS 0
<br />1 6U•
<br />14,7 b.p
<br />141" 0,0'
<br />ILS
<br />1 .1'
<br />Y
<br />140] 7 U0
<br />lT
<br />1a U 1 A.n'
<br />O
<br />.11, rCMOCD 13
<br />4 D
<br />WOOO$VuW 41
<br />46
<br />52
<br />7 2
<br />12 S'.
<br />A' 6
<br />6 o
<br />tool^ lz5
<br />1'0'
<br />1]Y 70'
<br />]3.5-
<br />GO ]0. - 6. '
<br />1 e a
<br />125
<br />16.01 143
<br />Ii 3I8
<br />1 d•
<br />jr)",5,6111
<br />12,5
<br />16U
<br />L2 S
<br />115'
<br />1 [ T
<br />1a.0' 1L0
<br />18O' 1L1'
<br />9.
<br />k5 0 6
<br />7.0" 12 5
<br />I.A, 13.5
<br />12 4'
<br />16 0'
<br />1.6,D"
<br />16 U
<br />9,b 5.6"
<br />E6 1E'
<br />4, 6' 4 6"
<br />]2.S
<br />12 b"
<br />11 S
<br />1R
<br />18.0 eE" 56"
<br />b, 0. 9:6- A6"
<br />Ur, 1-1V4..Nrb 73
<br />T '.FAG' 41
<br />AP MP c
<br />�y 4E
<br />T sn�Il� 92
<br />7Z
<br />12,5'
<br />l2.
<br />3'0. Sa0"
<br />150• IR3'
<br />IN,
<br />1 S
<br />d
<br />160
<br />L40'.
<br />11.5'
<br />9.2
<br />12.5
<br />12.5•
<br />36.0 10.2'
<br />6.0" 9.2"M
<br />IN
<br />12 S'
<br />Q
<br />L2. S"
<br />1d 1.4
<br />III 0' 10.5"
<br />14.a 9,1"
<br />12
<br />12.5
<br />17 S
<br />160
<br />1,i 0'
<br />16.0"
<br />94
<br />I" .1
<br />A. l"
<br />f2.5
<br />12.7
<br />I2, S"
<br />9.1" ,
<br />i
<br />3 '0"EMBED
<br />P V J3
<br />AI 4 H NMI, 41
<br />M ill N
<br />v n 5 ... 48
<br />W 611 N
<br />62
<br />7Y
<br />',5
<br />LA
<br />15 .a 8. '
<br />7:3" S'
<br />12
<br />SS.S "
<br />6,0' 5. "
<br />1 .S'
<br />-
<br />13,0" 5.1"
<br />LZ.5'
<br />AVA' I a•'
<br />S.9' 12 5"
<br />12.5
<br />4.4" 41'
<br />5.25•'
<br />12.4" 4.E 4.1"
<br />(2.5
<br />15.4' Sn"
<br />5 6,25'
<br />12 3"
<br />. 7 • "O.,
<br />It.Z5`
<br />]3.3 4,7" 1A-
<br />L".
<br />.
<br />z 5.5
<br />" E2
<br />Al S
<br />12P
<br />625'
<br />32.3" i i
<br />, O" 6 2S
<br />12 l
<br />e i' 4. a'
<br />1 a23"
<br />12.3' 4.7" 4 0^
<br />ANCHOR NOTES:
<br />L ANCHOR SCHEOU.EAPPLIeS f0 ALL PRODUCTSDERnCERTIFIED HEREIN, BUT ONLY MAOVI0 F$
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS ANU PRESGVRES INDICATED
<br />IN SPAN SCHEDULE SHALL APPLY
<br />2 ENTER ANCHOR SCHEDULE EASED ON PANEL FASTENER SPACING., THE EXISTING STRUCTURE
<br />MATEAAL a ANCHOR SELECT DESIGNLOAD GREATER THAN ON ALTO NEGATIVE
<br />DESIGN GN
<br />6PTIER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPANSELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING LronontaN (BEE MOUNTING DETAILS
<br />ON
<br />SHEET 2FOR FASTENERS"
<br />OF CONNECT ION OMIU
<br />). "PANEL fABTENEf15" ARE STUDS USED IN COW UNCTION WmH ALL MOUNTING E7(TRU510N14
<br />f •.F" -TRACK,s T DLIED ANGLE, ETC I 2E"O.0 PANEL FASTENERSPAONG TABLE VALUES FOR
<br />,ILL
<br />"H`-MDPS'HIADERS(INCLUDE AUILOOUT CONDITIONS)
<br />i ANCHORS HALL Of INSTALLED IN ROCORDANC! WITH M3W fig 0.FA 'RECOMMENOATTONS
<br />5
<br />HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM I ASTM GOO BLOCR
<br />IPA M OMEN IS NOTED IN ANCHOR • E ULE,
<br />6. MINIMUM
<br />M U EMBE T SMALL
<br />BeEE STUCCO,
<br />0
<br />] MINIMUM EMBEDMENT AND EDGE DISTANCE EKCW OE9 57UCCA, FOAM, [NtltOt, AND OTHER WALL
<br />FINISHES WALL FINISHES SHALL BE UMITEO TO 1./4" MAX OR SHALL OF VERIFIED BY OTHERS TO
<br />T Y TPANSFER 70 M T RIICFURE. ADE A eL IA0.DS OS ST
<br />a. QDCONCRETE ANCHHORS NOTED HEREIN SHALL BE EMBEDDED i0 UN -CRACKED CONCRETE ONLY.
<br />9, WHERE EXISTNG STRUCTURE IS W000 FRAMING, F)(15Tl NG CONDITIOF& MAY VARY. FIELD
<br />VERIFY THAT FASTENERS ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING
<br />TO PLYWOOD 5 ACCEPTABLE ONLY FOR SIDE CLOSQRE PIKe$,
<br />PL CCEPT ALE
<br />10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER -SMALL BE LOCATED IN
<br />CENTER OF NOMINAL 1" K 4' (MIN.) WOOD STUD f'/" EDGE D167ANCE'IS ACCEPTABLE FOR WOOD
<br />FRAMING). WOOD STUD SHALL BE "SOUTHERN PI tk" G-055 0R GREATER DENSITY, LAG SCREW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD,
<br />1, REMOVABLE ANCHOR', ARE DEWALT PANELMATE, ALL.POMT I SOLID -SET *BRASS BUSHING
<br />L2. MACHrNE�Sti.REV15 SHALL HAVEI 'MINIMUM ENGAGEMENT OF THE E
<br />R O Bab
<br />ANCHOR AND MAY HAVE ell HEP A PAN HEAD, TRUSS HEAD OR WAFER' HEAD [MDEWALK AIX-Tj U wo
<br />1..1 MIN]MVM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES.
<br />11. M DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />LS T DIRECT MOUNTINGCONDIT10NL5
<br />Le. LINEAR INTERPOLATION 95 NOT PEWMITTEC, OCR Us'e WITH THE ANCHOR SCHEDULeS USTEO ON
<br />THIS SHEET
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<br />0-
<br />0
<br />W
<br />L.
<br />M
<br />L.
<br />M
<br />W
<br />2
<br />Q
<br />Z
<br />Q
<br />J
<br />a_
<br />SHEET NO.
<br />SH
<br />1.5.
<br />
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