|
_ 1 I I _ _ _. _ I I 11 1 1 - _ I III 1 11 111 1_ I I I I I -- - , I. -1 1 --- -- - 1 If. _ I I I I I II I _. .__I I I I 1 1 I - - _ - - 1 I III _ I I 11 III ilh[�1� 111
<br />EZt/16,
<br />EZIW/18 ANCHM
<br />-(SEE SECT" Ql a ALTERNATIVE EZIW ON SHEET ta). _. ..
<br />,• Min.; (� ;,• wn.:
<br />('�(SQ NOSE 2) "-0�(`4 �pOTE� 2)
<br />iAM' S
<br />' OFr j/Is•• ALUMNWu
<br />- "-POP_ RIVET Ili LAST PANNED TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />D PROVIDED W/ REM HANDLE TO FACILITATE INSTALLATION IF INTENDED
<br />TO BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />I
<br />(tvEi11
<br />f14IE5-�
<br />,_ T__r _I(ENU PANEL)) I Ior (') E-2 HANG STORM PANEL SYSTEM
<br />(END PANEIJ� (INTERIOR PANEL) i (INTERIOR PANEL) I (,NT'ERIOR PANEL.) MAX C , LNG OF AN l + Cont. TRACKS TOP & BOTTOM.
<br />SEE NOTES 2, 3, 4
<br />e I I (2) END PANELS SHALL ALWAYS RE CONNECTED TO BOTTOM TRACK
<br />5£C NOTES ?. 3, 4 1y_Q• OTHERWISE: A STOP BAR SHALL BE PTidW0E0 AT TOP OF SUCH
<br />(�
<br />X.
<br />LENGTH PANELS.
<br />PAN L LF
<br />Or
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />♦ I_ i SMALL CONSIST OF 1/4'e-20.3/4• M.S. W/ 7/8'0.3/32" WtMC
<br />♦
<br />I I )M�'LTED PANELS W/ 1/44-2A1 1 NUT OR //4•IZ3/4' Min. THUMBSCREW INTO TAPPED BOTTOM
<br />S.5. DOLTS 'WV® a EA OVERLAP TRACK. LOCATION OF FASTENERS MAY SE AT EITHER OF TWO
<br />RIOR
<br />SI�Ii�
<br />I III
<br />�� pME
<br />CASETHAT ENFLANGES
<br />(4). INARE NOT CONNECTED TO BOTTOM
<br />I',
<br />-- TRACK (ia A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />T 1 j I jI I I 1 1f �I PANELS SMALL BE CONNECTED TO BOTTOM TRACK U&NC SPECS
<br />�j'�'_-.�'T'�j_ INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF
<br />JJ_L1 JJ_LLJJILLJJ_LZ'JJILLJJ<LLIJ LLLJJ_LLJJ1111JJ_L1JJ1 _ _. 1 _ i Pa+ELs TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />.. 3• MNR {.. I � SEE NOR 4 - - •'' y, 3` Mo..:-.
<br />I.�,. ,SFR 1' Wn t INSTALLATIONS ONLY VALID FOR WEND
<br />Mtn .; ITN NNOO
<br />J L.JW� J
<br />�j c SPEED UP TO 170 m .p.n.
<br />-'-(5FE SECTION ¢I & µTERNAl1YE Q1W ON SHEET le)
<br />EZI/18,
<br />EZIW/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL n SYSTEM M
<br />SCALE: 3/32"-1 "
<br />. •. 2687'(MW OYtAM f/4' Mox fiAP
<br />.1 vew WALLY)
<br />MAic/ c4P� .,. _.�
<br />SECTION A -A
<br />sca.E 3/32'm 1' � tiER P- 71(�/l'A'y
<br />=%V�:•'' '''•'ASP: FLORIDA BUILDING CODE Non High Velocity Hurrtcons Zone
<br />. 44167 oloto TATTLQ wc. 24 GAGE BALVAHtZEO STEEL STORM PANEL 1 'w. 1*z
<br />GLOBAL PROTECTION PRODUCTS, U.C. o%aoio
<br />•' Sr
<br />- IL E C O
<br />s*
<br />STATE 0 IMc.
<br />.� •.,cow 4400 Sr. 5, STRIP
<br />O� FCOR110 I+ Fm m �,.• Rea- n a,. DRAT, 2 x. 20-175
<br />.•.. nil -"a Pw mn-I", MraaM.AaF-t510. Me (R5.)45F-Srn
<br />'`'FyAr lQ a"ao5R7n N.PRW
<br />rollc/oI\re
<br />IIIMIIIn11 \ wMNI A TRIP J..,M167 PCFEEsom I) Or IR
<br />ENGINEERING
<br />ENC31MEERINCI EXPRESSO
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />ApPBcation Number: 171159 1 - R2
<br />EX Prolect Number: 20-31543
<br />Product Manufacturer All American Shutters and Glass
<br />Manufacturer Address: 1540 Donna Road
<br />West Palm Beach, FL 33409
<br />Product Name & Description 241 Galvanized Steel Storm Panels
<br />Large W"Is Impact Resistant
<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 Reoutation (Forlds Building Commission) Rule Chaptar
<br />81020-3.005, F.A.C., for sMswMa acceptance per Method 1(d). The product noted above has been
<br />tested andfor evaluated as su m- ized herein to show compliance with the Florida Bu9ding Code
<br />Seventh Edition (2020) and N,1. the purpose Intended, at Most equivalent to that required by the Code.
<br />Re-evolur0on of this product Shall be required following pemnent Florida Building Code mod fl ations or
<br />revisions.
<br />Substantiating Data:
<br />EX drawing 020.31543 tided "24gs Galvanized Steel Storm Panels (HVHZ 3 Non-HVHZ)', sheets 1-5,
<br />prepared by Engineering Express, signed & sealed by Frank Sennardo. P.E. N an Integral part of this
<br />Evaluation Report.
<br />• TEST REPORTS
<br />Uniform static structural performance has been tested in accordance with TAB 202 test standards per test
<br />report(s) /BT-ASG-17-001 by Biackwater Testing, Inc.
<br />Large m"Is Imped resistance and cyclic loading performance has boon NOW In accordance with TAB
<br />201 and TAS 203 fast standards pa test report(*) NBT-ASG•17-o01 by Slackwater Testing, Inc.
<br />♦ 87UTLENGINEEfUN��LCU���S
<br />Structural engineering calculations have been prepared which evaluate the product based on
<br />comperstive andfor rational am" to quality the following design critens:
<br />1. Maximum Allowable Spans
<br />2. Minimum Allowable Spans
<br />3. Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 121" Av1Nut SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354.0660 1(866) 396.9999
<br />TEAMOENGINEERINGEXPRESS.COM
<br />ENGINEERING EXPRESS. COM
<br />n T
<br />f r3U -'leaf ,� 1 't_t'IIIIH
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<br />ENGINEERING
<br />Page 2 of 2
<br />All American Shutters and Glass - 24ga Galvanized Steel Storm Panels
<br />No 33% increase in allowable streas has been used in the design of this product.
<br />Separation from glazing is not required for Inatalletlons outside of Wind zone 4 and essen8al facilities.
<br />Impact Resistance:
<br />Large Impact Reslslance has been demonstrated as evidenced in previously bted rost report(s), and Its
<br />accounted for in the engineering design of this product.
<br />Wind Load Resistance
<br />This product hoe been designed to reels( Wind IDEAS as indicated In the span schedule(*) on the
<br />respective Product EvaareBon Document 0.e. engineering drawing).
<br />Installation
<br />This product shall be Installed In sand compliance with its respective Product Evaluation Document P.O.
<br />engineering drawinB), along with all componentsnot d therein.
<br />Product components shall be of the material "Mod In that product's respective Product Evaluation
<br />Document 0.9. engineering drawing).
<br />Limitations 6 Conditions of Use:
<br />Use of this product shall be In strict accordance with the respective Product Evaluation Document 0,.9.
<br />engineering drawing) a9 noted herein,
<br />All supporting host structures shall be designed to reMst all superimposed loads and shelf be of a material
<br />bled in this product's respective anchor schedule. Host structure conditions which are not accounted for
<br />in this Product's respective anchor schedule shall be designed for on a site -specific basis by a registered
<br />professional engineer.
<br />All components which are permanently installed shelf be protected against corrosion, contamination, and
<br />other such damage at all limes.
<br />This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ).
<br />Respectfully.
<br />Mil •t
<br />Frank Bernardo, PE
<br />ENGINEERING EXPRESse
<br />NPE0046549 1 COTT Auth. 9883
<br />160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAMOENGINEERINGEN/RESS.COM
<br />ENGINEERINGE%PRESS.COM
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<br />I OPTmNAI TOP/BOTTOM CLOSURE DETAIL
<br />L
<br />I 1 ri!]I
<br />:C
<br />012
<br />INSTALLATION DETAILS FOR
<br />POURED CONCRETE. CONCRETE
<br />SERIES 2000 E-Z
<br />BLOCK
<br />Ct�
<br />HANG STORM PANELINTO
<br />ANO WOOD STRUCTURES
<br />_ i".
<br />5T
<br />CONGRE1E o
<br />% ...,y
<br />CONCRETE BLOCK
<br />\`
<br />-
<br />`.
<br />_V4'/ TAPCON
<br />ANCHOR a 12
<br />REQUIRED ��//77''•77��j7
<br />_..._,I.,7-
<br />/
<br />l ,-
<br />..) .
<br />1 r -
<br />1/4•e TAPCON .. _ 14x1• NEK HEAD TEK
<br />ROpp NEA,QjR / , / -
<br />1'-••.��' \•r I/mi• HER HEAD T E E
<br />FROw
<br />ANCHOR • 12' O.C. EDGE Wai
<br />EDGE OF (§
<br />.
<br />itsE.
<br />1
<br />12" 1
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<br />SEPARATION i
<br />Ex�1I(�q�M 70 CLASS. -
<br />ALMIJY Pop
<br />T•.
<br />EriSt,,�, ,�--SEPARATION
<br />TO CLASS. -
<br />I
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<br />MUW POP
<br />aASsiS7iN9'u
<br />RIVET
<br />_ 17
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<br />_.4 _'___ .--____ __ PANEL AX
<br />AX
<br />_ -1 RLEN a
<br />LENGTH
<br />a
<br />.._ ;•
<br />- - 1 -..
<br />F- _. _..
<br />O4-aoP2
<br />B _ I
<br />TO GLASS.
<br />SEPARATION..._
<br />70 CLAM"
<br />I
<br />I
<br />a
<br />'1 ypZ
<br />Of
<br />pp
<br />OF
<br />rUT
<br />1/2
<br />-1/4"e
<br />TAPOON ANCHOR
<br />12. O.D.
<br />I
<br />1/4Y TAPCON sr,rmrr„n POURED
<br />ANCHOR O fY O.C. Yy' pit
<br />, --PLATE
<br />2"N' WOW
<br />CONCRETE BLOCK
<br />I_L_i
<br />REQUIRED
<br />REOWRED.
<br />WALLMOUNTINGg
<br />tlQurmwa
<br />SECTION
<br />SCALE 3/8-1"
<br />MATWE Mt
<br />SCALE 3/a.7
<br />W,"IFIIe1FMFwF
<br />' JGEN�(r' 9
<br />BC1E55: * MIN. PANEL LENGTH
<br />t. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN SMALL BE 2'-6
<br />PRESSURE RATING 4/- 40.0 P.S.f. AND 6•-0' MAX
<br />PANEL LENGTH.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />y1
<br />FLORIDA BUILDING CODE Non Nth Velocity HUMcanR
<br />0, 4 4gmo Krcra
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />* ; * ]
<br />�.. �,,
<br />.q STATED - " IL• ECOltsc. GLOBAL PROTECTION PRODUCTS. LLC.
<br />flOR10 ON &W. 51 sr"M
<br />Zone
<br />r..
<br />CANN, n.
<br />o)/n/mu
<br />aa.
<br />MEMBERS ill BE SOUTHERN PINE No 2, W SPECIFIC
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<br />maw.'. (serlRw-rM0. FFPt tMx)FK►snr
<br />20-175
<br />DENSITY OF 0.55 OR EQUAL.,
<br />\ AW !
<br />yr S�IouNM fIIi6`
<br />N.. R.1 R-IaTF . ppM Si'-nn
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<br />NN/U A PLUT JI.. P.E.
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />`24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />TOP MOUNT (CONN
<br />TYR,
<br />TYPE AS MOD)
<br />SECTIONS
<br />OPTIONAL / 23 STITCH STITCH
<br />BOLTS WITH wA
<br />WINGNUTS FASTENED e
<br />OVERLAPS 0 MIDSPAN(USE
<br />"J •�
<br />APPROPRIATE SPAN TABLE)
<br />B
<br />pp11
<br />PLAN VIEW
<br />�`1l OlO
<br />l
<br />/
<br />BOTTOM MOUNT
<br />NN TYPRI-1\
<br />(CO E
<br />1
<br />REQ'D)
<br />\'14
<br />R0.391"
<br />MAY Be AT T ti
<br />1 TYPICAL VERTICAL MOUNBT
<br />ELEVATION
<br />1 NT.S.
<br />ELEVATION
<br />TOP MOUNT
<br />(CONN TYPE
<br />LmdX
<br />0.5 REQ'D)
<br />(SPAN ABOVE
<br />srN A50VE
<br />TI-
<br />BOTTOM
<br />_
<br />to
<br />OUNI
<br />(CONK TY
<br />� to
<br />AS REQ'D)
<br />i
<br />(p ID I
<br />-OBSTRUCTION
<br />5 T„E rG J
<br />(LOCATION MAY VARY)
<br />Z
<br />TOP MOUNT
<br />(CONK
<br />TYPE
<br />p5 REQ'D)
<br />BOTTOM MOUNT (CONK
<br />Lma%
<br />(SPAN BELOW
<br />TYPE AS RE'Q'D)
<br />OBSTRUCTION)
<br />PANELS MAY DE NOTCHED RS REQUIRED,
<br />OPTIONAL YV-2OSTITCH
<br />BOLTS WITH WASHERED
<br />PROVIDED THAT CONNECTIONS
<br />ANCHORS ARE USED WHICH SATISFY
<br />AND
<br />WINGNUTS FASTENED*
<br />SPANS ABOVE a BELOW 085TRUCTION.
<br />OVERLAP' a MIDSPAN (USE
<br />APMRUPNIATE SPAN TABLE)
<br />VERTICAL MOUNT
<br />ELEVATION
<br />2 NOTCHED PANELS
<br />1 N7,8.
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />.e>
<br />MINIMUM S OR PANEL
<br />MI STORM
<br />SEPARATION F
<br />SE ARA ION FROM GLASS
<br />(HVHZ, WIND ZONE 4 a ESSENIAL J ACIL1 DESI
<br />MAXIMUM-
<br />U I
<br />DESIGN ALLOWAF
<br />BL
<br />INSTALLATIONS LE55
<br />INSIALIAT36NSGREATER
<br />PRESSURE yAN tLmsP)
<br />THAN WABOVE GRADE
<br />THAN 30 ABOVE GRADE
<br />II f96Ft �
<br />/ SO ' 3300m
<br />COS 1
<br />118f
<br />/ 39
<br />..- e/40
<br />130D 1
<br />T 1700m
<br />_ _ 6061
<br />606_ry
<br />7 161
<br />.-.. .2161n
<br />• 45
<br />i ISOOIn
<br />_
<br />606 In
<br />718In
<br />/SO
<br />pt 170.0M
<br />6061n
<br />7.161n
<br />./-55
<br />106.61n
<br />6.0/1n
<br />351n_
<br />_-/60
<br />Ta32 n
<br />6.091n
<br />_2
<br />253m
<br />•/'65
<br />.._-.-
<br />5981
<br />a]IM
<br />_.... . -.-.
<br />.___. 7771
<br />.(-70
<br />�./ 77
<br />1 354m
<br />6]]In
<br />1901 _
<br />:WAN SCHEDULE NOTES:
<br />1. ENTER SPANSCHEDULES NEGATI
<br />VE
<br />DESIGN L040 a PANEL
<br />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 />CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />('F"-TRACK. STUDDED ANGLE, ETC3. USE 6,25'
<br />O.C. PANEL FASTENER SPACING TABLF VALUES FOR
<br />ALL •H•- AND'U"-HEADERS (INCLUDING BUILD OUT
<br />CONDITIONS).
<br />3, LINEAR INTERPOLATION BETWEEN LOADS IS
<br />ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD.
<br />1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE ERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE DINNING TO Be PROTECTED.
<br />2. SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS ONLY.
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER
<br />LOAD.
<br />3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN ASTIR WIND ZONES I THROUGH 3 THE GLASS SEPARATIO
<br />N
<br />SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING t5 R IRED.
<br />1"'�'�
<br />PRJWKB NpR00 lE
<br />P PEM4G U• E065
<br />1 `"
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES: �
<br />�•^"�'
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: SCHEDULES
<br />( ��
<br />POSITIVE AND NEGATIVE DESIGN f4iE95URE9 CALCULATED
<br />FOR USE WITH THISSYSTEMSHALL BE DETERMINED PER
<br />ENGINEERING INACCORDANCE WITH THE
<br />((
<br />SSEE�PP7AA�RATE
<br />REM
<br />FUM
<br />THE NOWCDA� ® !CEDING CODE 5 6E
<br />o •i
<br />tb09 OF ALL LE55 THE
<br />OR ��ppUAL TO THE PC5iTIVE OR NEGATIVE DESIGN
<br />PRF55UPS CAPACITr VALUES LISTED HEREIN FOP. ANY
<br />( < 1
<br />ASSEMBLY AS SHOWN.
<br />' L
<br />N
<br />GENERAL NOTES:
<br />t "" "
<br />t I
<br />THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN
<br />LCCORDANCE WITH( TMEftWU1REMENTS OF THE fI_ORIDA*V{LDING COOfi
<br />'AS t01 1021Np 10370�57 P0.0TD[OI S. fDNTAACTOR SHALLMYE9ttlAATF
<br />N
<br />'i1 OW
<br />b
<br />NO 12•l/2RL INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE
<br />DESIGN OP THIS SYSTEM.
<br />3. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT
<br />SUPeRSTRUTORE WITH WHICH THIS DESIGN 3 SED SHALL N RESPONSIBLE
<br />FOR THE INTEGRITY OF ALL SUPPORTING SURW TO THIS DESIGN WHICH
<br />SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR
<br />9 SEIPPATC YM•bIKIFIG' SEKEO eN01N [[RIND SMALL BE INQUIRED IN
<br />CRDlR TO DlVIATE FROM LOADSe,, DIFLECTIONS, OR SPANS CONTAINED
<br />r
<br />HEREIN. CONTACT THIS ENGINEEk FOR ALTERNATE SPAN CALCULATIONS AS
<br />MAY IB Re 1110.
<br />NNN{{i
<br />d
<br />5 THE 5U DETAILED M[RBIN 15 GENERIC AND GOES, NOT PROVIDE
<br />4
<br />INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM
<br />THR CONwri0N5 DETAILED MEREIN, A LICENSED ENGINEER OR REGISTERED
<br />sl
<br />YLLLLJII BO
<br />O
<br />ARCHUMTSHALLPP EPARE SITE SPECIFIC DOCUMENTS FOR USE tit
<br />CONJUNCTION WITH THIS DOCUMENT.
<br />6, DESIGN PRESSURES NOTED H REIN ME BASED ON MAXIMUM TESTED
<br />PRESSURES DIVIDED BY A IS 5� FACTOR. p�
<br />at
<br />E F CADMIl1M-PLSATED
<br />�
<br />gotrN.AW] TBNERE LBE OPDOTNERWISENOTEp
<br />CORRD910N-RESISTANT MATERIAL AND SHALL COMPLY WITH'SPECIFICATIONS
<br />FOR ALUMINUM STRUCTURES" SEC FON 3.3 BY THE ALUNIMUN ASSOCIATION,
<br />H.
<br />~ YI
<br />6
<br />INC., 6, ANY APPLIUBLE FEDERAL, STATE, AND/OR LOCAL CODES
<br />B. ALL STORM PANELS SHALL BE "GA STEEL,P0.024^.
<br />••/�-y'N
<br />f❑9
<br />/. STORM MNELS SHALL CONFORM TO ASTM MIS 5TRUCTURALQUALITY
<br />1-T
<br />"51.
<br />Ii0. ALL
<br />GALVANIZED Na WITH A t 61363 M Fy ALUMINUM
<br />U. ALLALU
<br />ALUMINUM.SNALL BE 6067-TB ALUMINUM ALLOY,
<br />LL�YY
<br />IgV2[
<br />OTHIEXTRUSIONS
<br />11. T NOTSO TOM OE38E.
<br />11. TDR N SDICTA pRANE SMOWN MAY 9[ 1NT[RCMANGCO i][L0
<br />a
<br />O
<br />CON TIONB DICTATE• PANELS MAYBE MOUNTED VERTICALLY OR
<br />AS CRETE NNDT'Ep HT1EL
<br />N 2O�COCKE
<br />•�'
<br />CONLLY
<br />ALL CONCRETEANCHOTp
<br />CONCRETE ONLY, INSTALL ALL COgCAETE ANCHORb PER
<br />C
<br />MANUFACTURERS
<br />39, THE GONTRACroRf8 RWP0118tBLE TO {fISULATE ON, PROTECT ALL
<br />23.THECONTRACTOR IS
<br />MEIII.MBEENpSG FROM DISSIMILAR MATERIALS TO PREIW"TELERROLYSAL6"I6
<br />[GN AS
<br />B
<br />S
<br />SHOWN ONLY. USE OF THIS SPECLFICADTION BCONTRACTOR, R1. RI
<br />E S L FOR ALL COAT N IAMAGTS
<br />L N BAVEE MARMLE'b5 TMIS ES RESULTING
<br />INC INCLUDINGLEGAL FEES NAPPELLATE FEES RUCTIOING FAT( MATERIAL
<br />FABRIU SYSTEM ERECTION, 6 CONSTRUCTION PRACTICES BEYOND THAT
<br />FABRICATION,
<br />•P i
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<br />9
<br />CAL
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<br />.EXCPROVIDED MIA BIN NO ADDITIONAL
<br />1S. e%CEPT AS EXPRESSLY RAFFIRMATIONS
<br />CFPTIAICATIDNS APPIRMATIONS AREINTBN'OED.
<br />Yy
<br />C
<br />A ALTPERTITTE AADS INVAI A OTNIA MARKINGS IOTMIS DOCUMENT
<br />S,
<br />ARE NOT PERMITTED AND INVAL1pAT[ THIS CERTIFICATION.
<br />IB
<br />�1lZ�a
<br />17. /ANElS SHALL BE PERMANENTLY LABELED WS7Tf A MINIMUM OF (1) LABEL
<br />PSR IVORY
<br />].D FEET, CONTAINING
<br />THE FOLLOY/ING INFORMATION',
<br />)RIDA PRODUCT APPROVAL NUMBER IIN°"'
<br />20-31
<br />VISIT LTCALC.I0I3TG43 $0
<br />111
<br />F;RTC'lxi: Fl; CCA,�T •;'O
<br />a
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<br />MINIMUM ALLOWABLE SPAN SCHEDULE
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<br />CONOI AT TOP OP WTI'OM. IAxn LENGIM6 LESS TNW Yr,Ori NOTED IN TABLC AIgVe Aire MAT
<br />AfCTAASL[.
<br />.. 1M) SfnNartON mOM GtAL515 REQUIRED _".NC, LE11GM 15 4wuTEA IILPN FIST NolEp fop
<br />Rr, III= eMOUNnNG f:INro ON ABOVE
<br />3. IO.ObWCR P lam P C NO WII.DWII MOtItD IARATI ABOYe. WNmPe SIP. EIOMAReS APR NOT 1.7
<br />USED WITH WIL16 MOI 21I CONOfnOr6, REQUIRED 9EPAAATOn N.2 1.I L4Ml Be . YNTH 1 T' ,�••
<br />♦ TABLE AALI[£ M W TH 2J41(WIT� DA WM"NOUT STiTCN BOLTS( MID 2pF FRANCS, R BOTH W1TN PANeI
<br />FASTenERS a IJ.1' OR 6 ]5' O.C.
<br />9. P.nCI.S IMY V.N M' MImPWM USING One I Do Il,e OMowAL Y OA ROTOM EA05URe5 AR
<br />ORNING fPeR OAML'N'1. uStMI ANv MTAOIrK: CANOmON SxKIMrI IN THr6e DUWIM1f � aA
<br />L OPTIONAL INTERIOR FASTENING DETAIL
<br />N.t.S.
<br />N{y{M
<br />�
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<br />IASr PANeL INSTALI.m
<br />Ra+Irnexloa
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<br />N'-70 r 1` 6.5 b1OCWALk BOLL OA
<br />/W MMIxC M.RCW TMU "DM. lope
<br />I NUT ► WAWCREU WINONVT
<br />ON lw10•fACe
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<br />TAIY6 CONCB[re. of SrACInD OF I N me
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<br />WC4)O IRWIMG -INTO TAD.[, a [AM
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<br />eewexs rnNFt I
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<br />M I-NTERIDR FASTENING /,j
<br />A PEOON'45C 9P C1 >IFBS
<br />1.250" 0.094" �7 990" i.6k;
<br />y..:
<br />)" 'j g-o 060" rN, au sl uo II -.
<br />_ I 20 0�4" 0.71D"o {'+N' uu94" 120"�' TYP. _70 pA g oa' T 1.930` _ 0.062375"�.0001,3.000" - .4 2COW TYP. ell' 12.000" C wys�
<br />4.121" x,13o" ` NEMER NEApER F\_BNRO OVT U• KA9DE So-µ `-� PAN OL0.1DR1 SR D JNp P f .3BD" MAX. 31••L%0713""I:D14-
<br />1
<br />1.S1 1.460"V--I1.560"510" r 0 I74'b55" 019 ' D.
<br />0D4.0 190" r0r•.3p15"2" O.BB6` p pp W S
<br />-,-111 rD.695` 0.150" L.007' Ro'.�]3'b3' I!
<br />»{ N�•L-t
<br />oo
<br />^t
<br />12.5(X1" PANEL COVERAGE L
<br />14.875" PANEL LEN 5S 6 --- j-0.545" I 0.5 415D" IgEI
<br />perApE ��I��DWWW^^^Kg�,. OtAER10M '-'G
<br />MAr EF O.OBS
<br />Tv 0.090" kl 2,ODr,ILos
<br />� R0.135"
<br />r 0.09D' b Z:,
<br />'T Or 215" I a 213 0.710" .305" N
<br />�SLMA-ali Y nACN 0.090" �'00(FI+
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<br />,vJLL ,ri. "F" ANDLE '
<br />jig
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<br />1.000" II •1. •Y1(Jl yl ;.I. I, I>iall tii
<br />OVER D:tTf•.•:[ T"(
<br />4" MA%. CM.MIAMRE INTAIL %.25" MAX.
<br />CCC
<br />0.188',}• : Iv:rJ.T �.2S MAX.
<br />a t' s rs a e �--3
<br />-.A.r'rT LT t,r'�LT 14.Y
<br />DUILD-OUT r...n•r �u .� c a D.I
<br />W DISTANCE
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<br />`t•..1�^,�^1 I ML IINI II IlL xr Il Intl
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<br />1. ODD" i N A{, ,.MeT.'r.i•,'1.T
<br />OVER
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<br />A' -...Nu MAX. ININ I
<br />e !14 �25" MAX. E HT.SI.II 1.50V` ¢ E IT
<br />tip to T TY MIN. .
<br />..
<br />1. ryi ri 4•MAX. I MIN. q " JI"
<br />Sl I D" 9 W u
<br />CORNER CLO{�E�NICLO{�e�Nl h. er.,•n �f n .n> , M1OV M„ `!
<br />EMBED r1 T-I I� n
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<br />""�TMA
<br />�
<br />�■ i
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS; PANEL FASTENERS 0 12.5' O.C.
<br />OaaKKWW�R�Ee������E'�LYYaiF:B'�I�N�,•J•®IlY's'Y.�®
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<br />C] C2 C3 C4
<br />U 2" ENDED 37
<br />.. rw 41
<br />p.�=,,�� 48
<br />U-�Ir•'� sx
<br />72
<br />125'
<br />]b0"160
<br />lag, 12.5
<br />160
<br />1d.0' )5"
<br />12.5
<br />18.0"160 6.7'
<br />12.Y
<br />16.0' Ia0
<br />e.5' 12.]
<br />16.0
<br />13.0' 61"
<br />12.5
<br />16 0" IA.6' 0' 5
<br />U.S"16.0'1
<br />ta
<br />0
<br />7.5' 12.5
<br />160"l4
<br />)' 6 D
<br />1 2.S
<br />].0']47 6.0'
<br />6
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<br />l2 Y'
<br />le D' ls,o
<br />160' iV
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<br />B. 12.s
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<br />3BA' Ia 7' 6 .1
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<br />1 11 UT' CMbTD 33
<br />,,_0.CREW 41
<br />4B
<br />52
<br />72
<br />12 s
<br />1601 16,0h
<br />15.r u.r
<br />la.o
<br />u,i' xo"
<br />12s
<br />Ss.o• Io.e 6.2'
<br />t2S'
<br />1601'14.1
<br />&I. 1 2S
<br />1 CO
<br />9.7' S.6
<br />t
<br />1 S
<br />16.0" 917' 1.6'
<br />L2 5
<br />ll5
<br />t2.9
<br />16 0" 1E.0
<br />16.0' Ill"
<br />1a0" 9.6'
<br />] 0 12
<br />6. A" 12.5'
<br />S6' 12.5
<br />"A"
<br />16.0
<br />160
<br />9 6' S.6"
<br />16 50"
<br />9a" S6"
<br />12 5
<br />ITS'
<br />12.5'
<br />16.0" 9.6" 5 6"
<br />1S 0"
<br />36.0"
<br />Pf
<br />UI al-1/4•CM6CD 33
<br />TAPOPn •CFAs. 43
<br />4B
<br />T 12
<br />r2
<br />/25'
<br />160' 160"
<br />12.5
<br />160"
<br />IIS'
<br />12.5"
<br />16.0" 102' Wittlitif
<br />11.5
<br />12.5
<br />6.
<br />] 0 U37'
<br />160' IIA
<br />2 .S
<br />12.5
<br />16 0
<br />its 0'
<br />9 '
<br />9l
<br />12.9"
<br />16.0" 9.1'
<br />l25'
<br />135'
<br />160' SOS-
<br />16.0" 9.1'
<br />12.5
<br />325'
<br />180'
<br />1t 0'
<br />9.l'
<br />O.l
<br />12.5'
<br />16,0' 9.1"
<br />IS 91"
<br />.II 101NlN NHAS." 4 1
<br />wo00lu6xmC 48
<br />..1Urr F2
<br />T
<br />""^^'• )2
<br />16.01, 8.6'
<br />7. IZ.511
<br />23.0" 3.,1.5
<br />25'
<br />36.0" 70
<br />5.5" 12.Y
<br />IZ.S"
<br />4e" 4.2-
<br />0.2"
<br />!
<br />"A' 4.
<br />2 e
<br />125
<br />19.6" 59'
<br />5.0- 6,25
<br />133'
<br />1.7 4.0'
<br />1 6.25'
<br />1 2.]- Alt 1.0"
<br />i 5
<br />1
<br />1 '
<br />14.1 5
<br />A]" [ 5'
<br />12.3'
<br />/.7 4.0'
<br />a25"
<br />7.3• 40'
<br />1 1.7
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<br />4.1" 1.0"
<br />D.2]"
<br />111. IT" 4�0"
<br />ANCHOR NOTES:
<br />I. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />N SPAN SCMF U D LE SHALL APPLY.
<br />2. ENTE0. ANCHOR SCHEDULE BASED ON PANEL FASTENER ACI H EXISTING STRUCTURE
<br />CH ESPACING. THE GTU
<br />MATER] a PNCFIOR TYPE, 5 N GREATER THAN OR ALTO NEGATIVE DESIGN
<br />At, ELECT GREATER
<br />LORD G E T@R LrrT
<br />LOAD ON SHUTTER AND SELECT SPAN GPFA7E0. THAN 00. EQUAL TO SHUTTP0. SPAN.5ELECr
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE).
<br />3 PANEL FASTENERS" ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />("P"-TRAGIC, STUDDED ANGLE, ETC.) USE 6.25" O.C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL `H'- AND'U'-HEADERS (INCLUDING 8UtLDOUT CONDITIONS).
<br />4. ANCHORS SHALL BE INSTALLED IN ADCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS
<br />S. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO REIM G90 BLOCK.
<br />& MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE,
<br />7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRIC(, AND OTHER WALL
<br />FINISHES. WALL FINISHES SHALL BE LIMITED TO L/4" MAX OR SHALL BE VERIFIED BY OTHERS TO
<br />ADEQUATELY TR ANSFeR LOADS TO HOST STRUCTURE
<br />S. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY.
<br />9. WHERE EXISTING STRUCTURE RA M MAY Y. FIELD I UCT L5 WOOD FRAMING, AMSTING CONDITIONS Y VAR ETD
<br />VERIFY THAT FASTENERS ARE [ TO MEMBERS, NOT PLYWOOD. F E N AD ATE WOOD E PIECES.
<br />G ME BER , O PL OOD FASTENING
<br />EQU
<br />TO PLYWOOD [5 ACCEPTABLE ONLY FOR 1D CLOSURE P ES.
<br />SIDE FACE
<br />E IEC
<br />LID WHERE ANCHORS FASTEN TO NARROW PACE OF STUD FRAMING, fASTENE0. SHALL DE LOCATED IN
<br />CENTER OF NOMINAL 2" X 4' (NUW) WOOD STUD (Y" EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING), WOOD STUD SHALL BE "SOUTHERN PINE" G-O,SS OR GREATER DENSITY, LAG SCREW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD.
<br />11. REMOVABLE ANCHORS ARE: DEWALT PANELMATE ALL -POINTS 5011"11 T B BRASS BUSHING
<br />12. MACHINE SCRFV5 SHALL HAVE 3/2" MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE ETT HER A PAN HEAD, TRUSS HEAD OR WAFER HEAD (SIOEWALJC BOLT) U.N.O.
<br />13
<br />. MINIMUM EMBEDMENT AND EDGE D16TANCE EXCLU D�S STUCCO ORQYHER WALL FINISHES.
<br />14. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />15. '* DIRECT MOUNTING CONDITIONS.
<br />16. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET.
<br />30
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