|
/01118
<br />*EaZ'1 ANCHORS
<br />-(SEE SECTION EZI A; ALTIERNATIVE EZIW ON SHEEr 18Y
<br />_7T_ MU'!
<br />(SEE
<br />_(DSEE NOTE: 2) -OW4
<br />F(P NOTE 21
<br />'14 ELM
<br />/IS'# ALUMINUM
<br />3 RWET LAST PANELCD TO 13E INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />1/2. 6 OLE TO FACILITATE INSTAUATION
<br />PROVIDED W/ REAR MAN IF INTENDED
<br />1 1
<br />TO BE INSTALUD FROM INSIDE OF STRUCTURE.
<br />i I
<br />E-d
<br />L
<br />02
<br />0-1 PER
<br />J N9=
<br />(TYR.)
<br />56X
<br />(END --f7-T-, -T-n OF "L' DEMn aERIES 2000- E-Z HANG STORM PANEL. SYSTEM
<br />PANEL) jNTiR6R jlNITiRIOR PANEL) (INTERIOR EL) (ENO PANEL) W. CONSISTING OF PANEL + CDnt. TRACK$ TOP &
<br />SEE NOTES 2, 3, 4 SEE NOTES 2. 3. 4 (2). END PANFLS SHALL ALWW .11E LCONNECTED 10 BOTTOM TRACK
<br />OTHERWISE A STOP E� PROVIDED TOP OF SUCH
<br />AT
<br />EL LEND PANELS.
<br />IN
<br />4-1 40.0 pxJ.
<br />Z, (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SHALL CONSIST Of' 1/4"V-20X3/4' M.S. W/ 7/8100/32" WING
<br />NUT OR 1/4'ox3/;4 W-. THUMBSCREW INTO TAPPED BOTTOM
<br />TRACK. AnON FASTENERS MAY BE AT EITHER OF TWO
<br />LOC
<br />EXTERIOR FLAT FIANGM OF END PANEL.
<br />L
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />MAX TRACK (im. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />MZITTL=111 1 11 n I PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />IN SUCH CASE, C09NE
<br />'-w ;� I L INDICATED ON NOTE (3) CTION OF
<br />L Tit
<br />L I PANELS TO BOTTOM OCCUR AT ANY PANEL LOCATION.
<br />s: vwz H'L= M.
<br />t INSTALLATIONS ONLY VAUD FOR WIND
<br />NOTE 3
<br />TE
<br />ANCHORS SPEED UP TO 770 m.p.h.
<br />(SEE SECTION ED & ALTERNATIVE EZIW IN SWEET
<br />EZI/18,
<br />EZIW/18
<br />TYPIC L ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL SY5TEM (t)
<br />SCALE: 3/32'-l'
<br />2.587*(M CNOW 4/4' M GAP
<br />,mmvd
<br />a
<br />7 77`7 7
<br />MAX. GOP
<br />SECTION A -A
<br />SCALE: 3/32'-!'
<br />EN FLORIDA BUILDING CODE (Non High Velocity Hu cane Zono%l
<br />-2M TLT= W. 24 SAGE GALVANIZED STEEL STORM PANEL
<br />.44167 DAxv m
<br />IL E C 0 mom PROTECTION PRODUCTS, LLC.
<br />STATE 0 INC.
<br />4800 &W, 51 STREET
<br />2D-175
<br />00"M ft
<br />.%of" U N PAf, CA-0000119
<br />SeN4rUaEVUuX
<br />- WALTER A. yxi
<br />3,
<br />111111111100111' ENGINEERING
<br />ENC31NEERINC3 EXPRESS*
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />AppleartionNumber 17W9.1-R2
<br />EX Project Number. 20-31543
<br />Product Manufacturer. AD American Shutters and Glass
<br />Manufacturer Address: 1540 Donna Road
<br />West Palm Beach. Fl. 33409
<br />Product Name & Description: 24go Galvanized Steel Storm Panels
<br />Large N%sft Impact Resistant
<br />Scope of Evaluation. -
<br />This Product Evatuation Report Is beling issued in accordance with the requirements of the Florida
<br />Department of Busiriess and Professional Regulation (Florku Building Commission) Rule Chapter
<br />61G20-3.005 ' FAC., for statewide acceptance per Method I (d)� The product noted above has bow
<br />Wed andW evaluated as summedzed herein to show Compliance with Uns Florida Building Code
<br />Seventh Edition (2020) and Is, for the purpose Intended, at least equivalent to that required by the Code.
<br />Re-evelustion of this product "I be required following partment Florida Bulkling Code modifications or
<br />revisions.
<br />Substantiating Daft:
<br />. PRODUCT EVALUATION DOCUMENTS
<br />EX drawing #20-31543 tided 124ge Galvanized Steel Storm Panels (FFVHZ & Non44VHZ), shoeh; 1-5,
<br />prepared by Engineering Express, signed & sealed by Frank Bermardo. P.E. Is an Integral part of this
<br />Evaluation Report,
<br />. TEST REPORTS
<br />Uniform static structural performance has been tested in accordance with TAS = test standerds per last
<br />report(s) *STASG-1 7-001 by Blocilwater Testing, Inc.
<br />Large missile impact resistance and cycle loading performance has been tested in accordance with TAB
<br />201 and TAB 203 test standards per test report(s) OST-ASG-17-001 by Blackwater Testing, Inc.
<br />. STRUCTURAL ENGWEERING CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluate the product based on
<br />comparative amYor rational analysis to qually the following design Criteria:
<br />1. Maximum Allowable Elpens
<br />2. Minimum Allowable Spans
<br />3. Minimum Glen 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 />TEAH@ : NGtNEE4INGFXPRESS.CCM
<br />r
<br />ENGIP4EfRI HIS EXPRESS. CON
<br />�'ENGINEERING
<br />Page 2 of 2
<br />All American Shutters and Cilass - 24ga CWvanized Sted 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 essential facilities.
<br />Impact Resistance:
<br />Large Impact Resistance has been demonstrated as owdonoed in previously Rated test report(s), and Is
<br />accounted for In the engineering design of this product.
<br />fflnd Load Resistance
<br />This product has been designed to resist wind loads as Indicated in the open schedule(s) on the
<br />respective Product Evaluation Document li.e. engineering drawing).
<br />InstallatIon
<br />This product shall be installed In Strict complance with its respective Product Evaluation Document 0.0.
<br />engineering drawing), along with all components Rated therein.
<br />Product components shall be of the material specified in that product's respective Product Evaluation
<br />Document O.e. engineering drawing).
<br />Limitations & Conditions of Use:
<br />Uss Of this product shall be In *let accordance with the respective Product Evaluation Document O.e.
<br />engineering drawing) as noted herain.
<br />All supporting host structures shall be designed to resist all superimposed loads and shall be of a material
<br />listed In this products 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 afte-spectfic basis by a registered
<br />professional engineer.
<br />All components which are permanently Installed shall be protected against corrosion, contamination, and
<br />other such damage at all times.
<br />This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ).
<br />Respectfully,
<br />wis,
<br />.1,
<br />Frank Hermardo, PE
<br />ENGINEERING EXPRESO
<br />#PL-0046549 I Cert. Auth. 9885
<br />160 SIN 1ZIN AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAMOENrINEERINOEXPRESS.COM
<br />ENGINEERING EXPRESS �COM
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<br />INSIALLOON DETAIU FOR SERIES ZQQQ E-Z HANG STQRM EMEL
<br />IN eOURED CONCRETE, ONCREIE RLQCK AND WQQD STRYOURES
<br />j1EO
<br />"0 TAPDON
<br />_V4
<br />CONCRETE BLOCK ANCHOR 0 12, D.C.
<br />REQUIRED.
<br />1/4-0 TAPCON 14.1* NEX HEAD TEX aAD It 14.1* HEX HEM TEK
<br />GO
<br />9WIF FROW
<br />ANCHOR 0 12* D.C. SCREW Off FROM SCREW 964-
<br />EDGE OF EDGE OF
<br />-48
<br />9 9
<br />// jL
<br />rmal
<br />k76C 1/2* AIR
<br />F
<br />to GLASS� OLAS&
<br />M CLASS 4UMINUM POP
<br />RNET NUM POP
<br />RIVET
<br />W-O* -Cr
<br />$45, Won; MAX. VAX
<br />ff a PANEL LENGTH DOLTS PANEL LENGTH
<br />I
<br />A
<br />I it 1- 4'0-20.2'
<br />4-50"'A
<br />0---SEPAPATON- THLL13SCREV
<br />1 1. LZ- i R TO GLASS OF."C
<br />0 ellk-20W
<br />UM13SCREW
<br />It
<br />It
<br />Emil-
<br />7 TAPOON ANCHOR
<br />0 12* oc
<br />N
<br />114'0 TAM- 2'94' WOOD
<br />POURED
<br />RETE OR 'j_PUQE
<br />AMUM
<br />CONCRETE BLOCK
<br />SCALE 3/8-l' SCALE 3/8-1'
<br />FLORIDA BUILDING CODE (Non High Velocity Ku one Zone)
<br />MIN. PANEL,LVIGTHI o.441 24 GAM GAILVANW STEEL STORM PANEL
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DES" SMALL BE 2 _6"
<br />PRESSURE RAT04 +/- 40.0 p.a.f. AND 6'-0' MAX STATE C. GLOUL PRMCTION PRDOUCT% U.C.
<br />PAWL LENGTH. ALORM / 11LIECOli. 40M S.V, STREIT
<br />2, FOR NEW WOOO FRAME CONSIRUCTION: WOOD 33314
<br />20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC Ixo4)oao_j'W
<br />DENSITY OF 0.55 OR EQUAL Mom
<br />T$"an is or is
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />i 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />WIDTH UNLIMITED
<br />(PERP. TO PANEL SP�)�
<br />TOP MOUrrr (CONN ryp
<br />T AS HE SECTIONS
<br />YPE , 12,D)
<br />PLAN VIEW
<br />r V
<br />R
<br />�9
<br />BOTTOM MOUNT
<br />ICON N TYPE ASJ
<br />REQD)
<br />MAY BE AT
<br />TYPICAL VERTICAL MOU&NDTOTTALEVATION
<br />N.TS. ELEVATION
<br />TOP M04NT Lrn�x
<br />(CONN TYPE
<br />AS REQ`D) [SP ABOVE
<br />STROCTION)
<br />BOTTOM
<br />FIC110.11NIT111
<br />AS REQ-D)
<br />D
<br />_03STRU
<br />(LCCAn
<br />2
<br />L
<br />Umax
<br />BOTTOM MOUNT (CONN-/
<br />TYPE AS REQ�D)
<br />(SPAN BELOW
<br />OBSTRUCTION)
<br />FPANELS MAY BE NOTCHED AS REQUIRED,
<br />OPTJONALY�--20 STITCH
<br />BOLTS WITH WASHEIIED
<br />PROVIDED THAT cDNNEcr'c_ AND
<br />AN Hr11 I SATISFY
<br />E 1111,�,V
<br />WINGNQTS FASTENED @
<br />SPANCS a BELO jIUCTION
<br />III
<br />OVERLAPS 0 MIDSMAN (USE
<br />�PRIATE 5PAPI TABLE)
<br />VERTICAL MOUNT
<br />ELEVATION
<br />/-2'\ (NOTCHED PANELS)
<br />N.TS.
<br />\,I
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />MINIMUM STORM PANELSEPAPATION FROM GLASS
<br />IHVHL WIND ZONE 4 & ESSENTIAL FACLMFS)
<br />DESIGN
<br />A" ABUL
<br />INSTALLATIONS LESS INSTAUATONSGREATER
<br />PRESSURE
<br />SPANW�L-)
<br />THAN 30' AOOVEGRAOE: THAN3VABOV11GRADE
<br />IPSFJ
<br />INS
<br />1302 In
<br />6.06 In
<br />1 '01"
<br />6,06 IN
<br />In
<br />6.0610
<br />In
<br />��09 I.
<br />$9.8 in
<br />6A] In 217211)
<br />36A
<br />6,12 In 2.90 in
<br />!n
<br />b
<br />6.13 In NEU,
<br />:�FAN bLhtL)LJLt NU I tb;
<br />1. ENTER SPAN SCHE LILIES WITH NEGATIVE
<br />DESIGN LOAD & PANEL FASTENER SPACING TO
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />POSITIVE LOADS LEM THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADS.
<br />Z� 'PANEL FASTENEW ARE STUDS USED IN
<br />CON)UNCTION WITH ALL MOUNTING EXTRUSIONS
<br />(-F-TRACK, STUDDED ANGLE, ETC.). USE C25'
<br />O.C� PANEL FASTENER SPACINGTABUE VALUES FOR
<br />ALL �W- AND 'U-HIROI (INCLUDING SU[UO OUT
<br />CDNCTIIOftS).
<br />3.
<br />ACCEPTABLE,
<br />1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETEF04INE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED,
<br />2
<br />- SCHEDULE IS REQUIRED MR USE WITH POSITIVE LORDS ONILY�
<br />INTERFOLATION BETWEEN LOADS IS ACCEPTASM OTHERWISE USE Nex-T HIGHER
<br />UOAD�
<br />3. FOR I STALLATIONS OUTSIDE OF Tfff� HVHZ AND OUTSIDE OF ESSENTIAL
<br />IS
<br />FACILITIES IN ASM WIND ZONES I THROUGH 3, THE GLASS SEPARAItION
<br />SO4EDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING IS REEWRED.
<br />TION
<br />A MAT VARY)
<br />�9,,,
<br />"0410=111
<br />Ity -1
<br />41 1-�'__
<br />-
<br />Nv'ic
<br />MAXIMUM ALLOWABLE ;_ "
<br />T=
<br />T=
<br />T=
<br />T=
<br />DESIGN PRESSURES:
<br />FS -- IN DE5iGNj
<br />DESIGN NOTES: I 5TEDULES
<br />NEGATIVE PRESSURES CALCULATED
<br />POSITIVE AND M516N
<br />FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER
<br />SEPARATE ENGINEERING IN.A�,CORDAPICE WITH THE
<br />SFT"EEPRNI"NrD,F'�IOR'SS,r'4'CE P'3L UP EME S
<br />NTAPOC114PTER
<br />5 IJL
<br />'M 4E 4 RDA �,4 HIASCE
<br />1609 or T1 FTLHO�MII&IrITI C C' I SlAft I E; LESS THAN
<br />IIE OR NIEGA I,
<br />To TIVE '.1,
<br />All
<br />P REW E qPjACI 11,1 TeD HEREIN FOR ANY
<br />�ALUES LIF
<br />R
<br />ASSEMBLY A E.,
<br />14
<br />GEN ERAL. NOTES:
<br />THMSPECIFlICATICH HAS'BEEN DE516NED AND SHALL BE FABRICATE
<br />HAS BEEN USED IN THE
<br />OJECT
<br />SHALL Re RESPONSIBLE
<br />FO THIS DESIGN WHIN
<br />AKTOR,
<br />GSH� Be R UIR D IN
<br />SPANS CONTAKEO
<br />PAN CALCULATIONS AS
<br />1 .015 - P RO=E
<br />VIONS OIFF9RtNT FROM
<br />NEERORFLEG15TE D
<br />3�
<br />TS FOR use IN
<br />A
<br />ON MAXIMUM TESTED
<br />-RADE 3 %1kLESSAOTED
<br />IN
<br />OIKUN ASSOCIATMUr
<br />,�AL CODES.
<br />014-
<br />U.11
<br />An-1-11,N"ISAILPY,
<br />X:
<br />- N�GVD AS �LD
<br />CC
<br />RTICALLY OR
<br />EMSEDDE07V
<br />MANCHORS PER
<br />-------- J
<br />- --- 4
<br />TICES BEYOND THAT
<br />5 . MOM
<br />FONAL
<br />INIS DIXUMFHT
<br />1114UM OF (t) LABEL
<br />4ATI.N:
<br />VISIT ECALC.l0I r.1 � e ral I
<br />WAR
<br />�V=9� OWABLE SPAN SCHEDULE
<br />�V=9� OWABLE SPAN SCHEDULE
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<br />AnoW WoU M�ftO
<br />I 2r
<br />27"
<br />2r
<br />11"
<br />2r
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<br />11'
<br />20'
<br />22'
<br />1 29'
<br />1 11�
<br />I
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<br />53*
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<br />2, No Sr�wrm W ctss is "W"o W"'Wet, LfumI Is 0�1" "'N �T NMW FOR
<br />Am"'PIVE 14 ca.wmnok 040va.
<br />3, VOL O.M*" "WINED Pon � Wtc= MOURnS IN YA" �� .1,"e SMII OWSURtS ARE NO
<br />USED "Th SUILOGUT �IOUNT!145 CONI RNIVIOD SITARX4100 MOR OtASS SHIAU BE PEA DIFtAIL'P
<br />4. TAOLE PIPLIS TO SOT14 220 WTH 09 WnIlOUT STITtIH P00S) AND 2444 PAASLS, IS WTA MTH MU
<br />fAST09IRS 0 L2 � OR &AS'0.0
<br />S. "NEVS MY WAN X. MINIftm USING Due (17 OF Tee OFTIOUN, TOP OR BOTTOM CLOSUPES M
<br />ORNING rPft OFFAIL'It'). USING MY PIOUNTING COMMON SfOM IN MASS DRAIMINUS
<br />OPTIONAL INTERIOR FASTENING DETAIL
<br />N.T.S.
<br />E04M NIWAJ
<br />QPTIONAL EGRESS PANEL DETAIL
<br />M I.,. FASTENING
<br />T 4 W-F
<br />W
<br />R
<br />XM�
<br />Uj
<br />An
<br />W1
<br />094" .1.250,
<br />1--2.250' 5 '
<br />D 2.25T _%071';
<br />0.094 .625
<br />III GA Z
<br />V.094" TYPI
<br />094' �4 y.iw-J TYP T
<br />�;03 .062
<br />a :�_o O� "0.125"J� ,OOj;, J_ ER
<br />0.062 -4 2.000- 2.000. TYP.
<br />2. 2 .51
<br />1250
<br />0 4'
<br />I -A _4
<br />'A
<br />071114 '."'
<br />1 _2" �.JZD.
<br />@MILD.OUT 'U" HEADER
<br />MAN. 0 3131,
<br />(13 6.5 -
<br />7 _T
<br />0-C 11 0.0501
<br />12�50V'RANEL COVERAGE
<br />.-ING 27TT
<br />D"!L� '_ 4
<br />DIUCTION
<br />F7TT __j=rTT - E%. ___j
<br />T- �E 01E01,
<br />��_Ooqv' j� .,Zp _NA1,1 0 101Y T-7-1
<br />TY P. TYP. 0 .710' RoAls,
<br />XvYhU WAM
<br />0 3%
<br />ERSED
<br />25" MAX.
<br />3,82er
<br />OVERLAP
<br />MAX. MAX.
<br />.2v
<br />I-Ew.
<br />MIN.
<br />-UIEftCL5S�DFTKL
<br />EMBED
<br />mounT cLoSuRJ5 DuAli.
<br />ANCHOR SPACING SCHEDULE:
<br />24GAUGEFANELS; PANELFASrENERSO 12.5*0.C,
<br />MW
<br />fflo
<br />MM
<br />10
<br />lll�
<br />a W11, "///
<br />W/40
<br />F%01
<br />Y,
<br />V////// �0111A WIRV001
<br />FIMM ww�
<br />�I�K.40111%1 YKI��/`
<br />M
<br />BUILD -OUT
<br />DISTANCE
<br />11 W -11 U. H" .1",
<br />E
<br />0
<br />Z
<br />M AS,
<br />LU
<br />M" DeSIGN
<br />ANCHOR rRZMR9
<br />Typo (FSFI
<br />"'AN ,, �-w
<br />CON it Type
<br />CZ - C4
<br />CI Z �3 C4
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<br />V,1-.2-EMSIEO
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<br />48
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<br />16.vi 16.0�
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<br />12,9'jt�L
<br />16IO'k 7I5H
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<br />16lo" 16l0tk 6i7kL
<br />5"
<br />-WInW
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<br />ILI"
<br />1I.C" S.I"
<br />�2'1.
<br />10�.. .'� SM.,
<br />12�5'
<br />16,0" 16.0-
<br />7.5"
<br />12,F'
<br />1$.0"
<br />14,7" 6.0-
<br />12,5"
<br />16.0- 14.7" 6.0"
<br />LIS:
<br />L� "
<br />ISO" .6.0-
<br />'Ca' 14.7-
<br />6.9'
<br />6,0'
<br />t�.V'
<br />1Z.5"
<br />16.0"
<br />L4.1 0:
<br />14. :: :.
<br />12.5'�
<br />I
<br />0 t4.7" S "I
<br />, a- �4,7-1 ..Q"
<br />111. t 112- OISID 33
<br />1-100. S-11 4
<br />48
<br />72
<br />125'
<br />16,9' 16.0"
<br />10.1-
<br />12,5'
<br />1r.0"
<br />12A" 7.0"
<br />12.5"
<br />16.0" 10�8" 6.2"
<br />7- S.G.,
<br />LLF'
<br />16,0" SO'
<br />84"
<br />5.6-
<br />It
<br />125-
<br />IS
<br />16.0-�
<br />9.6�' 5.6",
<br />t2,5-
<br />12.59
<br />9.e 56-
<br />XED' 9_0- SE:!
<br />1&0" S.6
<br />3/4". I-JA'DMhM 31
<br />TAP GRIP 't�' 41
<br />41
<br />52
<br />T2
<br />t2s,
<br />Ic 1. 11.
<br />IZ5P
<br />16.D" 101.2"
<br />16.0' 9.Z" EM
<br />E
<br />ISO, n.311
<br />IZ,57'
<br />16.0"
<br />9,Z
<br />12,5"
<br />1�
<br />jj�L
<br />16.9' ILA-
<br />14�9
<br />16.01�
<br />_L
<br />16.011 JOSIL
<br />c, B"
<br />12.5!1
<br />1 .51,
<br />16.&
<br />16.01.
<br />�_111, I Ell= .11
<br />P11 11.1.
<br />WWD BUSHING 48
<br />52
<br />7Z
<br />L2�5-
<br />,
<br />1Z1511
<br />15151.
<br />Z, 51,
<br />36.01, 01
<br />11.6'
<br />154' S.
<br />6, Z,k,
<br />Ll.
<br />ti.w.
<br />14,2" S.5�.
<br />S,
<br />m!;
<br />..25"
<br />i��V' 4.7"
<br />IS;Iv,
<br />i2j"
<br />ANCHOR NOTES:
<br />1. ANCHOR SCHEDULE APPLIES 70 ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
<br />1111111MUM ALLOWABLE ANCHOR SPACING, MAXIMUMALLOWABLE SPANS AND PRESSURES INDICATED
<br />IN 11. SCHEDULE SHALL APPLY.
<br />ENTER ANCHOR 5CHEDU LE BASED ON PANEL FASTENER SPACING, TH E EXISTING STRUCTURE
<br />�ATERI '
<br />LZON UTTER AND SffLECTSRAN GREATER THAN OR EQUAL TO 8H U17FA. SPAALSEUECT
<br />C ECTION TYPE
<br />6
<br />"PANE FASTENEREV ARE MOB USED IN CONIUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />I,.:F.�TRACK'L �UDOED ANGLE, ETC.), USEE.25"O.C, PANEL FA57ENER SPACING TABLE! VALUES FOR
<br />5
<br />ALL"H'-AN U--HEADERS (INCLUDING BUILDOUT CONDITIONS).
<br />4 , ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTLikERS'RECOMRENDATIt)W..
<br />51 HOLLOW 5LQQK HOST STRUCTURE SHALL CONFORM TO ASTIM C90 BLOCK
<br />TO
<br />TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDECLOSURE PIECES.
<br />le. WHERE ANCHORS FASTEN To NARROW FACE OF STUD FRAMING, FASTENER SHALL BE L=TED I
<br />CENTER OF NOMINAL 2" X 4' (MIN.) WOOD�bTU D Iy, - EDGE D167ANCE IS ACCEPTABLE FM WOOD
<br />FRAMING]i, WOOD STUD SHALL BE 'SOUTHERN PIN E" G-0.55 OR GREATER DENSITY, LAO SCREW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD,
<br />It. REMOVABLE AWJK)kS ARE: DEWALT PANELMATE, ALL -POINTS SOLIO-5ET & BRASS BUSHING,
<br />12. MACJ-(rNE SCREWS SHALL HAVE 112- MINIMUM ENGAGEMENT OFTHREADS INTO THE BASE
<br />AN _HOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD fSkOEWALK BOLT) U.N�C
<br />r
<br />13. MINIMUM B49EDMENT AND EDGE DISTANCE EXCLUDES STUCCO OP. OTHER WALL FINISHES,
<br />11. M DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />L5. * D
<br />L6. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET�
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<br />SHEET NO.
<br />SH 1,5
<br />
|