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/1 a ANOIORS
<br />SECTION QI a ALI "WIT Ill ON SMEV
<br />2)
<br />Ian.
<br />(END PANEL)
<br />(BEIERIOR
<br />PANED
<br />(INTERMM
<br />PANEL)
<br />(RTIERIOR
<br />-T-T-
<br />PANEL)
<br />(ENO PANEL) it
<br />SEE NOTES 3. 4
<br />SEE NOTES J, 4
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<br />FED PANELS W/ I/Iml
<br />S.S. BOLTS W • EA(SU SEC. OVENA_L_
<br />5AN '
<br />OR L,
<br />MAX
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<br />LLAX.
<br />PANELLENGTH
<br />r • a/- 400 pa.l.
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<br />3 '�(�f ANCHORS 7NOTf 3 I
<br />.-(SEE SECTION EZI a ALTERNATIVE CZTW ON SHEV 18'
<br />E21 / 18,
<br />EZiW/18
<br />TYPICAL ELEVATION FOR SSERIES_- 00 E-Z HANG STORM PANEL_j,5YSTEM (t)
<br />x DAP
<br />MAX. OAP 1
<br />SECTION A -A �IN,L,E{r,lrlf{fr„�
<br />SCALE: 3/32"w t -
<br />FNfPINFFRING
<br />ENGINEERING EXPRESSX
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />Application Number. 17009.1 - R2
<br />EX Project Number. 2D 31543
<br />Product Manufacturer All Amancan Shutters and Glass
<br />Manufacturer 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 />* ':,AST PANEL Q TO BE INSTALLED At EACH OPENING SHALL ALWAYS i.
<br />PROVIDED W/ REAR HANDLE TO FACILITATE ifMALIATTON IF INTENDED
<br />'0 BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />NOTES
<br />(1). Rf F'JZ(h OF �iIES 2000: E-Z HANG STORM PANEL SYSTEV
<br />CONSISnNG OF PANEL . Cont. TRACKS 70P k BOTTOM.
<br />(2). END PANELS SHALL ALW/)y5 BE CONNECTED TO BOTTOM TRACK
<br />OTHERWISE A STOP BM (� SHALL BE PROVIDED AT TOP OF SUCH
<br />PANELS.
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SMALL CONSIST OF 1/4'e-20.3/4' M.S. W/ 7/8.1.3/32• WING
<br />NUT OR 1/4•111.3/4" Min THUMBSCREW INTO TAPPED BOTTOM
<br />TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
<br />EXTERIOR FLAT FLANGES OF END PANEL
<br />'4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (r.e. A STOP BAR 15 ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SHALL HE CONNECTED TO BOTTOM TRACK USING SPECS
<br />IRDIGATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF
<br />PANFLS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />INSTALLATIONS ONLY VAUD FOR WIND
<br />SPEED UP TO 170 m.D.h
<br />fir. •'
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<br />BUILDING CODE Non NI h Velocit Norrlc6ne
<br />Zone
<br />o.44167
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<br />STATE O
<br />FtORID:
<br />'�� •••••• 6 /
<br />_ a1°70 >rnw R1B
<br />I L E C O E N e
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />w4a�i'm.
<br />GLOBAL PROTECTION PRODUCTS, LLC.
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<br />Scope of Evaluation:
<br />This Product Evaluation Report is being issued in accordance with the requirements of the Florida
<br />Department of Business and Professional Regulation (Florida Building Commission) Ririe Chapter
<br />61G20-3.005 F A.0 for statewide acceptance r Method 1 d The product noted above has been
<br />FX per ()
<br />tested and/or evaluated ass mnionzed herein to show compliance with the Flonde Buildin
<br />g Code
<br />Seventh Edition (2020) and is. for the purpose intended, at West equivalent to that required by the Code
<br />Re-evahletion of this product shall be required following pertinent Florida Building Code modifications or
<br />revisions.
<br />Substantiating Data:
<br />PRODUCTPRODUCT EVALUA�ON DOGUMENT�DOGUMEN7P
<br />EX drawing #20-31543 titiod'24ga GeNanured Steel Storm Panels (HVHZ 6 Non-HVHZ)-. sheets 1-5
<br />propared by Engineering Express, signed 8 sealed by Frank Bennard0, P E Is an integral part of this
<br />Evaluation Report
<br />TEST REPORTS
<br />Uniionn static structural performance has been tested in accordance with TAS 202 test slandards Per test
<br />reports) 198T-ASG-17-001 by Slackwaler Testing, Inc.
<br />Large. missile impact resistance and cyclic loading performance has been lasted in accordance with TAS
<br />201 end TAS 203 lost standarrM per test rermnl(s) NBT-ASG 17.001 by Blackwater Testing, Inc
<br />•STRUCTURAL ENGINEEMNG GALCULATIO NS
<br />SIn¢luml engmeeung calculations have been Prepared which evaluate the product based on
<br />comparative andlor rational analysis to quality the following design criteria
<br />1 MaXlmum Allowable Spares
<br />2 Minimum Allowable Spans
<br />3. Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354.0660 1(866) 396-9999
<br />TEAM AENGINEERtNGEXPRESS.COM
<br />ERG INEERI NGEXpRess.com
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<br />Page'_ of
<br />All American Shutters 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 required for installations outside of Wind zone 4 and ESBantial facilities
<br />impact Resistance:
<br />Large Impact Resistance has been demons6alod as evidenced In previously Msled test report(s), arid Is
<br />accounted for in the engineering design of the; product
<br />Wind Load Resistance
<br />TMs product has been designed to resisl wired loads as Indicated In the span schedule(s) on the
<br />respective Product Evaluation Document (i a engineering drawing).
<br />Installation
<br />This product shall be installed in strict compliance with Its respective Product Evaluation Document (i e
<br />engineering drawin along with all components noted therein
<br />rig 0 BI. g Po
<br />Product components shall be of the inllenal specified in that product's respective Product Evaluation
<br />Document It a engineering drawing)
<br />Limitations & Conditions of Use:
<br />Use of this product shall be in strict accordance with the respective. Product Evaluation Document U e
<br />engineering drawing) as noted herein
<br />All supporting host structures shall be designed to resist all superimposed bads and shall be of a material
<br />its ad In this products respective Anchor schedule Host structure conditions which are not accounted for
<br />m TMs product's respective anchor schedule shall be designed for on R site specific bash by s registered
<br />professional engineer
<br />All min oneit R which re permanently lyinstalled shall be against corrosion contamination and
<br />d
<br />other such damage at all times
<br />This product has been designed fur use within and outside the High Velocity Hurricane Zone (HVHZ)
<br />Respectful]). Dec }
<br />tlA ti .91~ir�w� •.,
<br />Drank Bernardo. PE
<br />ENGINEERING EXPRE88•
<br />NPE0046549ICon Auth.9885
<br />160 SW 121N AVENUE SUITE 106, DEERFIELD BEACH, FLORIOA 33442
<br />(954) 354-0660 1(866) 396.9999
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<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL A'
<br />INTO POURED CONCRETE., CONCRETE BL(K"ND WOOD STRUCTURES
<br />EASING - POURED CONCRETE ON T/4•e TIPCON
<br />REIx1eIEo. ANCHOR • u• D.C.
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<br />,A3•COf1 1 14s1• WE rIFAt) TYX WOOD' , f1.1' NEXT MEAD TEK
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<br />WALL MOUNTING WALL MOUNTING
<br />�EliILQIi EZ]. ALTERNATIVE EZ_t W
<br />SCALL 3/8,1"
<br />4
<br />FLORIDA BUILDING CODE Non High VelocityNunlcone Zone
<br />' r11N PANEL LENCiH D. 441 1P2rio InrrCO. Y. C.I.24 GAGE GALVANIZED STEEL STORM PANEL
<br />1. INSTALLATION ARE ONLY VAUD FOR LAX. A.S.D. DESIGNHALL BE 2'-d• _ #, * : * DAwN r
<br />PRESSURE RATING 4/- 40.0 P.s.f, AND 6'-0• MAX i .o . STATE Oi' '_- �=
<br />PANEL LENGTH. F�1r�'F��f=--- IL E C O IN[. GLOBAL PROTECTION PRODUCTS, LLC.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD�CF. (ORID .Po>>R >, slsn
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<br />DENSITY OF 0.55 OR EOUAI. f11NH/NN1 cR-DODaTIr PAPIIxC ""
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<br />ALL AMERICAN SHUT"ERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />WIDTH UNLIMITED
<br />�(PERP. TO PANEL SPAN)
<br />TOP MOUNT(CONN
<br />TrP.
<br />TYPE AS RE'Q'D)
<br />BECThONS
<br />OPTIOf "-20 STITCH
<br />BKOLT$ TS WITH WASNERED
<br />X
<br />WINGNUTS FASTENED m
<br />APS . W DSPAN (USE
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<br />3
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<br />0.3]5'
<br />MAY BE AT T ". •'
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<br />I TYPICAL VERTICAL
<br />MOUNT ELEVATION
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<br />BOTTOM MOUNT (oDNN
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<br />BELOW
<br />TYPE AS REQ'O)
<br />(SPAN
<br />OBSTRUCTION)
<br />PANELS MAY BE NOTCHED AS REQUIRED,
<br />OPTIONAL "-2D STITCH
<br />BOLTS WITH WASHERED
<br />PROVTOEO THAT CONNECTIONS AND
<br />ANCHORS ARE USED WHICH SATISFY
<br />V13NGNJTS FASTENED •
<br />SPANS ABOVE B BELOW OBSTRUCTION.
<br />WERLAPS O MIDSPAN (USE
<br />APPROPRIATE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS O N SS
<br />SEPARATION SCHEDULE:
<br />24 C:AU(.t PAN tl5
<br />MINIMUM STORM PANEL SEPARATION FROM GLASS
<br />RAN WIND ZONE 46 ESSENTIAL FACILITIES ( z )
<br />MAXIMU
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<br />.
<br />AUCAVA
<br />INSTALLATIONS Ifss INSTALLATIONSGII TEA
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<br />SPAN Il11MRl
<br />WAN
<br />Ru1N 30' ABOVE GRADE THAN 11' ABOVE GMOE
<br />• -i0
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<br />130.0W
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<br />•1.40
<br />43I IN
<br />W In
<br />609 13B
<br />DFAIN 'l r1tUULt NU I t5:
<br />1. ENTER AN HE WITH NEGATIVE
<br />SR SCHEDULES W CI
<br />DESIGN LOAD B PANEL FASTENER SPACING TO
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<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 />CON)LR CTION WITH ALL MOUNTING EXTRUSIONS
<br />Cr-TRACK, STUDDED ANGLE, ETC,). USE 6.2S-
<br />O.C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL •H'- AND'U'-HEADERS (INCLUDING BUILD OUT
<br />CONDITIONS)
<br />3 LINPJIR INTERPOLATION BETWEEN LOADS IS
<br />ACCEPTABLE, OTHFRWISC USE NEXT HIGHER LOAD.
<br />GLASS SEPARATION NOTES:
<br />1 ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD 10 DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED.
<br />2 SCHEDULE 15 REQUIRED POR USE WITH POSITIVE LOADS ONLY.
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER
<br />LOAD
<br />HVHZ AN OUTSIDE ESSENTIAL
<br />J. FOR INSTALLATIONS OUTSIDE OF THE 0 OUTS OF
<br />FACILRTES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION
<br />SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING IS R IR .
<br />m,wL BE i"�nn.�e
<br />N 0:
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES: r`3j rot`
<br />'q'
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: saN®uLEs
<br />o e
<br />^
<br />POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />W
<br />FOR USE THIS SY€S9TTEEM SHALL BE DETERMINED PERRIN
<br />n �?
<br />TH THE
<br />T�WIITH
<br />SWEP RMINED IN AEC ORDANCE WITH ASCEE MID
<br />ILL
<br />a'
<br />CHAPTER
<br />1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN
<br />W s+ u �.
<br />OR EQUAL TO THE POSTFIVE OR NEGATIVE DESIGN
<br />' >
<br />a
<br />PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY
<br />ASSEMBLY AS SHOWN.
<br />ma
<br />P
<br />GENERAL NOTES:
<br />ii:
<br />(
<br />al
<br />,'
<br />ACCORDACE WI1 HTMi aEEHppVIR6MMENn DF tH�E FLOR[DA IUILDWCRCpDE®Ix
<br />SEVENTH EDITION USE INSIDE ... UTSIDE CP THE HVHZ, PER
<br />DWW
<br />'� O
<br />MINT
<br />TAS 201, 202 AND 20l TEST PROTOCOLS. CONTRACTOR SHALL INVESTIGATE
<br />AND CONFIRM TO ALL IACAL BUILDING CODE AMENDMENTS WHICH MAY
<br />Lit
<br />APPLY. DESIGN C0.1TRAIA BEYOND AS STATED HEREIN MAY RE12NR8
<br />INCREASE GEALEO ENGINEERING.
<br />2 ND 73-S77L' INCREASE IN AULOWABLE STRESS HAS REM USED IN THE
<br />2 NO
<br />IlS
<br />t]j
<br />DESIGN OF THIS SYSTEM,
<br />S E A I CT ENGINEER OF RECORD Po THE PROJECT
<br />soPER rtial UR[ WITH WHICH THIS DESIGN TB VS[D!MALL 4! RESPONSIBLE
<br />^
<br />FOR THE INTEGRITY OF ALL SUPPORTING SU RFACEI TO THIS DESIC44 WHICH
<br />SHALL BE COORWNATED BY THE PERMITTING CONTRACTOR.
<br />0
<br />1E
<br />y
<br />4. SEPARATE 'S"r-SPECIFIC'S MLEO ENGMtE RING SHALL BE RE2LIR[D IN
<br />Work TO DEVI R0.0N LOADp$$,, 0[FLCCTIO11S, OR SPANS CONTAINED
<br />F
<br />HEREIN. CONTACT THIS EN 0INEER FOR ALTERNATE SPAT CALCULATIONS AS
<br />W
<br />A
<br />MAY EE RNST�IRe D.
<br />3. TH! SYSTNi DCTAllCO NQICIN ES GENERIC AND DOES NOT PROVIOC
<br />DIFFERENT FROM
<br />INFORNAT Oil FOR q SPECIFIC 6TD. FOR SITEENS
<br />to
<br />W LL' N
<br />d
<br />"�
<br />D
<br />DCONDITIONSENGINEER
<br />THE CONDITIONS DETAILED HEREIN. A LICENSED ENGINEER OR REGISTERED
<br />ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN
<br />THIS
<br />HER
<br />t ,
<br />PPEryryry+++ Eg1
<br />6, DESIGN P IDED B3 N.5 SA HEREIN ARE BASED ON MAXIMUM TESTED
<br />61 ESIGN PRESSURES 0750
<br />PRE9WlLRLyES DIVIDED B♦♦YE�A 1.9 SAFITY�FACTOR,
<br />`
<br />y
<br />q[
<br />bM E0.1NISE5211`CA'ERS SHAYS08 PRAOMIUM-PUTEb IJR 07HERWREr1OT[D
<br />to 4,
<br />17
<br />U'
<br />CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WITH "SPECIFICATIONS
<br />Z
<br />FOR ALUMINUM STRUCTURES' SECTION 3.2 BYTHE ALUMINUM ASSOCIN
<br />INC., & ANY APPLICABLE FEDERAL, STATE, ANDNOR LOCAL CODE'S.
<br />4 ALL STORM PANELS SMALL BE 24GA STEEL, DID, 4.
<br />1. STOREY PAX[LS SMALL CONFORM TO ASTN A651 STRUCTURAL UPLRY
<br />Q
<br />�]1
<br />STCE GROG NUMA U WrtH A96463-M-4e,NKBL
<br />AL D TINE L, PY
<br />10. ALL ALVMOVVM EX1AV510 NS SHALL BE 606}T6 ALUMINUM ALLOY.
<br />W
<br />UNL6aS NOTSO OTHERWdSE.
<br />TOP B SDTTOM Sn MAY NC 1NTEE D AS FRLO
<br />MAY
<br />CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR
<br />CO PANELS VERTICALLY
<br />MOR CUNICRET A APPLICABLE.
<br />12. CONCRETfi ANCHORS NOTED HEREIN SHALL 6€ EMBEDDE 10
<br />Q
<br />NON•CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER
<br />MANUFACTURERS RECOMMENDATIONS.
<br />13, THE CONTRACTOR IS RESPONSIBLE TO INSULATE OR PR17rKTALL
<br />k
<br />5
<br />•I P
<br />d
<br />MEMBERS FROM DISSIMILAR NATERDLL6 TO PREVENT !ELECTROLYSIS.
<br />Sa, ENGINEER SEALTHIXEOHERETO ATVALIDATES STRUCTURAL DEBIIgN AS
<br />ONLY. USE OF THIS TCAT10NIN
<br />R
<br />5
<br />EY
<br />I
<br />INCRUDIN ESA 5AVEE HARMLESS THIS ES ER FOR 5T•L
<br />1NOM LES FOR ALL CAST
<br />pt
<br />E IANAO[5
<br />INCWDrNO LEGAL FEES B APPELLATE FEES AE6ULTaNG F0.0N MATERIAL
<br />RESULTING
<br />FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT
<br />i
<br />Lid
<br />q
<br />1VHICH IS CALLED FOR BY LOCAL, STATE, A FEDERAL WOtS R FROM
<br />DevIATIONS OF THIS PLAN
<br />t!
<br />B
<br />G
<br />R
<br />Y
<br />f [XCNT A6 EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL S
<br />CERTIFIATIONSORAFFIRMATIOFl5ARE I NTENDED.
<br />a
<br />b
<br />!p
<br />It. RATIONS, ADDITIONS ORETn IS MAR IFICAnOTMis DOCUMBRT
<br />ARE NOT PERMITTED AIRD [r1VP1iDATF THIS RRTIFICATOH.
<br />CPU(
<br />JEF
<br />17, PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF (1) LABEL
<br />PER EWS1Y 3.0 FEET, CONTAINING THE FOLLOWING INFORMATION'
<br />`
<br />l'
<br />ALLAM ERICAN SHUTTERS AND GLASS
<br />WEST PALM BEACH. PL
<br />c
<br />9r
<br />TAS 207. TA5 2OL &TA5 203
<br />FLORIDAPRODUCT APPROVAL NUMBER
<br />DpMWIr NWxx auY4,%I,E
<br />20-31543
<br />VISIT C•CALC.10lS3W3 $r�
<br />- '
<br />A;R
<br />•Fx
<br />11Fta��.n"hl-LF rT
<br />MELT �
<br />IPaA1MTa1Ml}LAIM, RaVRI•. rNIIDu,cn
<br />'I
<br />�LJ
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />TOP
<br />MOUNIT
<br />114
<br />•ir' H.•ON
<br />r
<br />22•
<br />1
<br />a-
<br />r
<br />77-
<br />Tr
<br />Btddoul'U' H..",
<br />a•
<br />V
<br />0'
<br />3•
<br />24"
<br />27-
<br />22'
<br />2r
<br />O'
<br />24'
<br />7Y
<br />2r
<br />r
<br />Z
<br />z • a V N wNr
<br />V
<br />V
<br />73'
<br />24'
<br />22•
<br />V
<br />or
<br />Z r
<br />2Y
<br />26'
<br />7.36 a1W
<br />7T
<br />x!
<br />11"
<br />3D
<br />]t'
<br />it
<br />]V
<br />2T
<br />11'
<br />BJL w a
<br />NP
<br />1 i"
<br />r
<br />3 4•
<br />air•
<br />-
<br />" r
<br />2
<br />4C
<br />Ar
<br />r T PM
<br />" _w a
<br />81W'� e
<br />27
<br />_1`
<br />ti•
<br />dV
<br />7P
<br />-
<br />30'
<br />It-
<br />W
<br />__.
<br />7Y
<br />/r
<br />it-
<br />si--
<br />3r
<br />k
<br />D..d MP,rK24'
<br />z r
<br />2r
<br />]V
<br />4e'
<br />70'
<br />44'
<br />2 r
<br />4C
<br />3V
<br />BS'
<br />o
<br />'U' H,r•M.
<br />V
<br />V
<br />13'
<br />2 r
<br />7S
<br />2T
<br />f
<br />V
<br />r
<br />7C
<br />m
<br />'F ir•cR
<br />7r
<br />7r
<br />tr
<br />3V
<br />aC
<br />90-
<br />24-
<br />aS
<br />tr
<br />air'
<br />70'
<br />_Sr
<br />Bea
<br />3'
<br />tt"
<br />90'
<br />9t•
<br />11'
<br />3V
<br />11'
<br />3T
<br />'C' TncY
<br />331
<br />B3"
<br />56`
<br />31'
<br />Sr
<br />17'
<br />O 4
<br />to
<br />=�W
<br />OW=
<br />r
<br />U � +
<br />� e
<br />6
<br />IT
<br />W
<br />fim
<br />N gqj
<br />F
<br />u^ W E
<br />3
<br />VI
<br />oW
<br />w
<br />O
<br />N> YrgNM HER! APT MINIMUM ALLO WAN( SLAWS AA.D OM WY COMBIN•TON 01 NOUMI
<br />CONOIIIONB M TOP OR aRTTOM I•Nr KfiKa 1£fi5 THAN tH06e NOTED IN TABLE AIgVe ARE NO] Le- �
<br />ArcenA EPA
<br />1. to SEPARATION G OO ARRAY HI ABOA, O LAPIN Pavel unmH Is GREATER TIMN THAT Notes roR g
<br />AesrecnW MWNTINGCOMEIMT]ON AeoW.
<br />(7
<br />1 SI04 40fNRK R60UIRLD IOII AL e1RlOd]T MOR,NK IN TAME ABpJ[. A'HNII $tD! CLOWI•l1 ••F M,T ^
<br />useD WTTN euuoouY Ia0Mr1ING coruomarls. R[QUtAeD selAA.noN nOM rRAu sH.LR ire nA Dc»A T O
<br />• ENN Y01,es To •0]M 0 C (wIM oA mrlNx7r sine roRTs1 •ND 2•p, .•reLs, a wTN w1TH rANeL
<br />FAstFNERS R 12. S' N A- Mi O.C. Z
<br />>. I- M.
<br />SPAN ). PILING, • uLMO ONe 1], W 11I OIIIOMN TOP p, 0-. ROMAt>
<br />OMNIMO NA ORINt'N" IIHNG ANV MOUNTING f.ON[]ITION 1r,OW11 rN iNESC DMWIN[5
<br />( 1.
<br />PTIONA INTERIOR FASTENING DETAIL
<br />L N.T.S,
<br />In y(
<br />F
<br />u511ANEt lRS`A lFO
<br />fAOM IHRNOx
<br />S
<br />Q
<br />CIC
<br />e7
<br />ADJACENT
<br />PANEL -
<br />W
<br />t
<br />R"lC V I's S. zIOCWNR RGl O•
<br />J
<br />M MIMXAfw m•u M-DL1 HOIf
<br />AFHEPPO WIN<JRa,
<br />ow ]NAa r•n
<br />J
<br />Q
<br />URI
<br />N+» R • M•Ctnrr ecRew
<br />slu0 w,]wAM4!An
<br />a
<br />g ;c I E
<br />,C B
<br />'
<br />�
<br />ICDI•N 15 •DTTOM P,Wxt
<br />PANEL, ON ro ADwRMT
<br />RA1,e11
<br />` � U � � A ��
<br />e 1 O
<br />•OTTOM MOVNt
<br />Lt
<br />4 �
<br />��
<br />A
<br />t
<br />x
<br />y2�
<br />[He -•
<br />Ln0]lOW
<br />CONuwR.
<br />pff.,
<br />C"O.,AWOFHALRz•T1.131Ine
<br />ACINOOEHNFTHE20-31543
<br />HOC" tillIUE
<br />WDIn alwinG
<br />GIYEM IN A,KHV"
<br />NMIAri'All • eA<r
<br />NHL ApIKENT TO
<br />caRr^a roNeR,
<br />EABl1ifBSBltnm,
<br />M OPTIONAL EGRESS PANEL DETAIL
<br />INTERIOR FASTENING-1
<br />- - rPnN or nnFr ,.
<br />j•2.250• 003a" 1•�2,v9o' 2.150" ,. ..
<br />L�_
<br />aapp 2D 094'x825Ini$ .ia" F, r'i .091• r-120' "., TYP, 19pA 6 $T 0.094' -006x•IN 1.93D" I,930" 06x• �� 0.06 J f�1 2• -^`N25
<br />_ _
<br />JJ 2.000" E1
<br />M�_l
<br />.E32.DDD"0.0 11 -I 2.000` "12,D00' i-• TYP1.W.& J-PNIIL011113.380" MAY. )0.313` ry KJl 01 '"D.376` 77l .ryI.S10 0.363' '7.6'JS' 0.19 ' 00�665' D.376'•'•'I (- o' U.655" 0,3s0' SOOT 3 j,� K
<br />12.SOV' PANEL COVERA0E-4 L 0.179' �-'ll IIF_-fII'�� 01 19D -'l t•- Ir' I- ,gge• y 8 w
<br />s, (t�.r++' Ili+1' 0.5 4• 0.250" 0.050' a w
<br />14.875"PANEL LEND tit Ip6f K�xµ�t lIMI .LSD' r 1 Qq
<br />�.iaFPaB[L 9Q U 'OTT DIRECTION (D 5p
<br />v T"0.090` �L,D.090^ 1.7 2,000��0090'`"fn' n OT 275" .215 O.OBS' OZ7L0' R0.135" .305" In
<br />TYP. iVP. 0.70V
<br />�.ALD-dIT T 311ACK �N2. EI wN T 0.917"
<br />] e _
<br />Ur
<br />k,.cTzyk".,'ref »• L 0.190" I#I I`'a. 'T3'
<br />J UTTN .nlr Z
<br />Dlaccnon oC
<br />K
<br />T
<br />s'--�
<br />MAV FF
<br />IS
<br />p
<br />.F'r "v.lv., __l1• Y I-7.000" Li
<br />RBVaISF°
<br />Tyy IfB�41
<br />PLA»a :�rF::r ANOL - iRiru IEX NOLm ry VRL �•r TE
<br />J
<br />1.000' I:^'tiiuq' Eli l-CC O•CATLP =
<br />1 I lrr."WI(2.11:1., 13 nd1,1 LF1 Iy,
<br />OVERLAP D:M,.:C I d •+ 'A (f
<br />a" MAX. A CORNE(CLOSURE DETAIL L �••2S" MAX. I. x a
<br />i 0'T ar >v RE» �.25'MAX,
<br />Y _
<br />-n K*rY)ThTfT
<br />rtTT.nf.,r1 r••n-: 1:-. I,frx l.Ll
<br />1 BUILD1OUT m]Hrr. -1N'tn 4-N.c n•
<br />d won, nuM v"
<br />DISTANCE
<br />Y , Y
<br />II
<br />.., 4rPA.N Tier (e•• 1.000" R
<br />IR ..R.RARfAE;
<br />•• c'•x^vu. w: uE:JJ(v.Yc'. _v: w:>Lv
<br />•�.x..!� M_H)felti'd016'U.': 14:-ti.•lY: 1 EMBED .�
<br />LD00" /91.M> Lq
<br />OVERLAP I*-, r. Nina 3 ,•a'xf•tlr As.-:r; E S
<br />1 •mw n;•vuM 3.820'..(a l ,
<br />MAX \ /\ MITI IFnIII RgINI (:1(l!IIINr IrrlMl L•
<br />a
<br />'ATNt•T"tiMLT;S .N' 25' MAX.
<br />MIN. 1
<br />1 •i ML,I V' J: ANY• �.'�.
<br />1.500 °' c•�.s L AqA&1:•,v (,•., CCC IEr
<br />MAX. I9+' • • .. ELL , �. xsl.n.
<br />r T-RATi,L P"f P'n MIN.
<br />O00
<br />, r•1], r'r'TYnn','NhTJ�
<br />L 11>' rA LJ•. 1E'
<br />M,u (ti'r 4.1'a^J, 4•:Y-AI • N'A aV' L^I :,+T :l'.R fT -:+t, p
<br />d
<br />V C00.NER C10YX(P DETAIL EMBED ":Er.Au n-:Ml(; A
<br />BS
<br />0 NT.S imtmgv"T<Lofivgig%TiAR A.rn.<T v ills!
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS, PANELFASTENERS • 12. S' O.C.
<br />1.
<br />} •
<br />MAY aeNEeN
<br />YCnOR ..e"wee
<br />T3Tf PNF
<br />''
<br />SPAN Ur TO r r
<br />r I TO Sir- r
<br />0O•r rn!
<br />C1 (1 n CI
<br />SONY nee
<br />C1 C2 cl u
<br />r10rr TYPE
<br />CS <2 n C4
<br />3)1 " 1 3/4" DI000 13
<br />DFWALT u TMCON 41
<br />Mv: ,
<br />w
<br />72
<br />12.51
<br />M ' 14 T•'
<br />9.9
<br />12.5"
<br />16 0
<br />10.2'
<br />6.8"
<br />12 5"
<br />16.0• 9.1"
<br />64"
<br />12.5
<br />16.0'114"
<br />to-
<br />1L5'
<br />160
<br />41'
<br />9.5'
<br />! 2 s'
<br />16 D' al-
<br />SS"
<br />1x. s'
<br />12.5
<br />1c.LY• lD 1•'
<br />Id.w. 9.3`
<br />66
<br />A3"
<br />sz.s'
<br />12 3'
<br />1Y o^
<br />16.0
<br />61 •
<br />t"
<br />a.4•
<br />S .4"
<br />1z!'
<br />12 S
<br />Ic D" ar
<br />16 0' B.1"
<br />s.4'
<br />S 4"
<br />12.5
<br />16.0' 4.1'
<br />S.4"
<br />1 .5
<br />160'
<br />6 I
<br />s. 4"
<br />125'
<br />16.0' 81'
<br />5,4"
<br />U 7
<br />11' r l 4 1 ON
<br />DIWALT UITRACOM 11
<br />N
<br />z1
<br />T1
<br />115'
<br />180 16.0
<br />1fi0
<br />32.s
<br />160
<br />1Y.0'
<br />t20'
<br />129
<br />160 13 4'
<br />30.]'
<br />32.5'
<br />.0" 0'
<br />19 9'
<br />12 5
<br />.6'
<br />1 5'
<br />1 0" 2 0
<br />9. '
<br />12S
<br />16.0. 14.9'
<br />11.9
<br />12.7
<br />fA0'
<br />1f.9
<br />9.3"
<br />I2,S
<br />160' ]l9
<br />90." 3
<br />led 11M'
<br />11
<br />12 5
<br />Lao-
<br />11.9'
<br />9 s
<br />12 S'
<br />16 0' D'
<br />9.!'11
<br />LIZ71-F
<br />ii S'
<br />16.0" 11.9"
<br />''
<br />AS'
<br />12.9'
<br />1f.0'
<br />31.9
<br />9.5"
<br />12.5'
<br />ll
<br />16.0' 11 9'
<br />9A"
<br />p
<br />I Yr R' HNMr ] 33
<br />7 rr
<br />A� 160lr960LlD 9fl 41
<br />46
<br />ply' S2
<br />1 1"
<br />I
<br />d' ]A
<br />fa V
<br />] 6V
<br />12.3'
<br />16,0"
<br />134"
<br />I3.S"
<br />♦ "
<br />f0.0 1 0
<br />1t.9'
<br />i2 S•
<br />1d.0' 16.0•'
<br />1l.6"
<br />12,!
<br />f6.0"
<br />1L5"
<br />ILL
<br />10.4"
<br />12 S"
<br />16.0' 12.3
<br />I.V.
<br />11 S'
<br />12.5'
<br />16.0" 346'
<br />16.0' 44"
<br />13 3'
<br />f2 Y'
<br />SIs
<br />12, 5"
<br />16,0"
<br />16.0"
<br />12.3
<br />SL!"
<br />!0 6'
<br />10.4'
<br />12. 5'
<br />36.0. 12.3"
<br />los"
<br />16.0"
<br />30.
<br />" 2 "
<br />1 4 Y -. A IRNrn
<br />=A1 ,A.,.. I Il
<br />Iwv-.,..'. 41
<br />M
<br />]C SI
<br />7
<br />13. Y'
<br />12.5'
<br />16.0 1 6.0
<br />16.0. 16,0"
<br />is a,
<br />1$,0'
<br />11.1'
<br />12.7"
<br />14.0'
<br />14.0"
<br />14.0'
<br />SS.T"
<br />11.2"
<br />1 .4"
<br />lie'
<br />12.!'
<br />le 0 1e.0"
<br />16. • 15.5'
<br />114"
<br />It.]"
<br />12.5'
<br />16.0' 1&0•
<br />14AII
<br />ILE 511
<br />16. "
<br />9
<br />11-3"
<br />li.i
<br />12.]"
<br />16. 0' 11
<br />13.3
<br />1.2"
<br />32, 5'
<br />16.0' 160'
<br />]30"15.3'
<br />li 2
<br />1? 5"
<br />I6.D- 15.3"
<br />11,1"
<br />1.5'3,0"1Sz"112"32.'
<br />60"15.5"11.N
<br />I:',
<br />I60"35,5"1
<br />"
<br />1h.
<br />Jn
<br />NAI OBIOY
<br />ANCHOR Pjt639YRE
<br />ANY
<br />�CONN
<br />nYM, RI •VI'
<br />Fr
<br />TYPE
<br />C1 cz n U
<br />CONN T PI
<br />Cl C2 C3 G
<br />Orin TYPE
<br />C1
<br />1• , r dew 4 33
<br />i N:.n1:RYw i
<br />4
<br />p4B
<br />B-�•�•�N" S2
<br />T 2
<br />12,5'
<br />1 6.0' 16.0"
<br />10.91,
<br />12 S"
<br />160'
<br />lid. ' 7.S'
<br />0
<br />]7 S"
<br />1 6.0" 160 b.]"
<br />2.
<br />l T
<br />6
<br />Law 16,0
<br />A 9"
<br />11 S'
<br />1a.0'
<br />L .1"
<br />3P 6
<br />1 2S
<br />^ ♦ 6 D"
<br />f6A 1 6
<br />12 S'
<br />16.0' 14.0-
<br />7
<br />1 2 S
<br />1
<br />34 7' 6. '
<br />0
<br />1 S'
<br />1d.0' is 7' Bill
<br />11. i'
<br />12 S
<br />16 0' 0"
<br />14
<br />e. "
<br />1 0 14T
<br />1.
<br />6 D'
<br />a D
<br />1 6'
<br />1
<br />Si.s
<br />6.0"
<br />s C"
<br />16. 0
<br />14 J'So'
<br />141' 00'
<br />1
<br />]2S
<br />18.0 1
<br />^ ..r 60"
<br />16.0 1
<br />.11. LNr MSM 3 b
<br />WOODSCRfiW 41
<br />49
<br />s2
<br />72
<br />12.5'
<br />160 lA0
<br />10.1'
<br />12 5
<br />1 60
<br />1
<br />ll. 7.0"
<br />12.5
<br />16.0' 101 67'
<br />12.5
<br />16.01141"
<br />91`
<br />125'
<br />160'
<br />9.7' S.6•
<br />125
<br />16.0" 9.7• SAII
<br />l2 S'
<br />Lis'
<br />l2 6"
<br />160" ILO
<br />160' 111•
<br />16.0' 9161,
<br />].0
<br />64'
<br />S 6"
<br />12.5'
<br />125'
<br />12.5'
<br />160'
<br />La.O
<br />16 0'
<br />9,6' S.6•
<br />Ba' 70•
<br />9.4' 3.6•
<br />]2.S
<br />12.VT
<br />12.5"
<br />16.0• 9.6' S.
<br />160. 9.6• !e"
<br />16A' 9.8' S.6"
<br />1/4 11.3/♦ McCO )
<br />TAP OM'cPAi' 41
<br />y 4B
<br />T rNMB 52
<br />12
<br />l2T
<br />12.5'
<br />36.0' 18.0'
<br />I6.0" 3 3
<br />(
<br />125
<br />1; s'
<br />12 5
<br />12 5'
<br />}6,0,
<br />1l.G r
<br />1 A'
<br />A. "
<br />12.5
<br />1251
<br />16.0 10.2"
<br />16.0• 9.2'
<br />12 .9'
<br />12 5
<br />11
<br />16. 1 14
<br />16,0" Los'Ir,
<br />0' It
<br />l
<br />16.0'
<br />16.0',
<br />140'
<br />s 1
<br />9 L'
<br />91'
<br />] ,5"
<br />2
<br />12, 5'
<br />12.fi"
<br />16.0 AS'
<br />1
<br />16 . _. _.. I
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<br />W000 IUBFInt 49
<br />12
<br />l . '
<br />I .0' ••
<br />7 2"
<br />1 '•
<br />1
<br />7. S.Y 4.5"
<br />12.V
<br />16.0' 7.0"
<br />S.9`
<br />12 Y'
<br />12. 5"
<br />4e, 4.3"
<br />823"
<br />12.4" 4,e" 44
<br />12.5'
<br />9.4" 5,9"
<br />5.0"
<br />6,27'
<br />12.3"
<br />4.7" 4.0'
<br />6,2b'
<br />17.3" 4.7" 4.0'
<br />L B"
<br />S.e'
<br />fi.TS
<br />123"
<br />4.0•
<br />2e
<br />1 1,
<br />tt
<br />12.Y' 4.7"
<br />4o"
<br />8.29
<br />t2.3"
<br />1.7" 4.0"
<br />6,25"
<br />12.3" 4.7" 4.0"
<br />ANCHOR NOTES:
<br />1. ANCHOR SCHEOULP APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE SMALL APPLY,
<br />2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE
<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 SHUTTER SPANSELECT
<br />CONNECTION TYPE BASED ON APPROPRATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />ET 0. NTIFIUTION OFCO CONNECTION SHE 2 FOR IDE NN TYPE).
<br />1
<br />3. 'PANEL FASTENERS* ARE STUDS USED IN COW UNCTION WITH ALL MOUNTING EXTRUSIONS
<br />(`P-TRACK, STUDDED ANGLE, ETC.) USE 6-25"0.C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL91'-AND 'U'-HEADERS (INCLUDING BUILDOUT CONDITIONS).
<br />4, ANCHORS SHALL DE MSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
<br />S, HOLLOW BLOCPL HDSF STRUCTURE SMALL CONFORM TO ASfM C90 BLOCK,
<br />6. M@OMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE,
<br />7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCW DES STUCCO, FOAM, BRICK, AND OTrE0. WALL
<br />FINISHES. WALL FINISHES SHALL BE LIMITED TO 1/4" MAX OR SHALL AE VERIFIED BY OTHERS TO
<br />ADEQUATELY TRANSPER LOADS TO MOST STRUCTURE
<br />6. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY,
<br />9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONOTTION5 MAY VARY, FIELD
<br />VERIFY THAT FASTENERS ARE INTOADEWATE WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />ID, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SMALL BE LOCATED IN
<br />CENTER OF NOMINAL 2• X 4• (MIN,) WOOD STUD (%" EDGE DISTANCE 1S ACCEPTABLE FOR WOOD
<br />FRAMING), WOOD STUD SHALL BE `SOUTHERN PILAF" G-0.55 OR GREATER DENSITY, LAG SCREW
<br />SHALL HAVE N0WPS PAN HEAD (A HEX HEAD.
<br />11. REMOVABLE ANCHORS ARE. DEWALT PANELMATE, ALL -POINTS SOLID-5ET B BRASS BUSHING.
<br />l2 MACHINE SCREWS SHALL HAVE 1/2• MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, DR WAFER MEAD (SIDEWALK BOLT) U.No
<br />13, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES.
<br />14. Ir DESIGNATES ANCHOR ODWITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />15 DIRECT MOUNTING CONDITIONS.
<br />16. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET,
<br />1 20-31543 1
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<br />SHEET NO.
<br />SH 1.5
<br />
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