|
iaMpu
<br />(END PANEL)
<br />SEE NOTES 2. 3, 4
<br />(INTERIOR
<br />PANEL)
<br />(INTEROR
<br />FAMED
<br />(
<br />twot10R
<br />PANEL) (END PANEL)
<br />SEE NOTES 2. 3. 4
<br />j TEO PNODS N/ lAO -2W
<br />se, BOlt 1 W • iA OVER
<br />(SEE SECTIONS
<br />MAX.
<br />I FARE!
<br />LENGTH 10 01
<br />AP
<br />SOS
<br />1IAX.
<br />JJ_L JJ_LLJJILLJJ_1_JJLLJ LLIJILL JJ_LLJJ_l 41JJ_L1JJ
<br />J' Stm. SEE NOTE 4SEE
<br />1• rAln. �!JW� NOIE 3 i• 3 ANCHORS
<br />-"'-(SEE SECTOPI Qt a: ALTERNATIVE EZ1W ON SWEET 16)---
<br />Ez1/18,
<br />Eztw/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL 6) SYSTEM (t)
<br />,F
<br />ENGINEERING
<br />ENGINEERING EXPREa18®
<br />PR130UCT EVALUATION REPORT
<br />September 15, 2020
<br />Application Number: 17M I -- RZ
<br />EX ftled Number: 20.31543
<br />Product Mmuladurr: AN American SMdtes and Glee
<br />Manufxtura Addma: 1540 Donne Road
<br />Vied Patin Beech. FL 33409
<br />Pro" Name d : 2400 Galvanized Sled Storm Panes
<br />Large 11,'1, Impact Resistant
<br />Scope o/Evalueftn:
<br />This Product EYduMbn Report Is being Issued In aoaMan ce with the regWnervie 6 of Its Fiorlda
<br />Department of Business and PNoWdond Regukdw (Flollde Building Commission) Rule Chapter
<br />S1G2D-3.D05, FAC.. for stdwAde scapdnce PW Msihod 1(d). The product naiad Move has been
<br />tasted and/or wssied as stmNradzed herein to dew compliance what go Florida Building Code
<br />SwrRpn Edition (2Q20) and Is. for the purpose Intended, at lad equivelved te the required by the Code.
<br />Re-evAMon of LNs product shall be, requked (oRoasing ped7ant Florida Balking Code mod8ationE or
<br />.W..
<br />Substantiating Data:
<br />EX dkawMag X 31543 Wad'24gs GaNannlzed Sled Sbrm Panels (HVHZ B Non-11VFIZ)•, stmift 1-5,
<br />pnapared by Engkuering EXpas, signad 8 seded by Franc Ber ardo. P.E. is an IMegro1 pin of this
<br />Evoko#m Report.
<br />Lirdorm Bede druuaxld pabrnrna has bow' In accordance with TAG 202 test sWdrds par NO
<br />report(s) OBT-ASG-17-M by Bbckw LW Testing, Inc.
<br />Large missile Impact raBktvna and cyclic leading pwbnvw" has been tesed in alxwrdenee with TAB
<br />201 and TAG 203 Wei standards par ted report(*) 8BT-ASO-174101 by OMckmaw TooW4 Inc.
<br />MIL ENORMISNO CALCULATIONS
<br />Structural englnarkng pkXYadwa have bem prepared which evskrte this product based on
<br />aomparelve sndlor nadonal analysis N quaNy 8a kMowb* design criteria:
<br />1. Maximum Allowable Spans
<br />2. Willow Allow" Spans
<br />3. Minimum Glass Bopenttlon
<br />4. Anchor Spacing
<br />160 SW 121- AVENUE SYtTE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 3S4-0660 1(866) 396-9999
<br />TEANO ENGINEERING EX►*ESS.COM
<br />ENGINEENIN, ExP t ISS. co"
<br />f {AST PANEL® TO BE INSTALLED AT EACH OPENING SMALL ALWAYS BE
<br />FRONDED W/ REM HANDLE TO FACILITATE INSTALLATION I' INTENDED
<br />TO INSTALLED FROM INSLiE OF STRUCTURE.
<br />NOTES :
<br />(1). 8& P
<br />E-2 RANG STORM PANEL. SYSTEM
<br />CiX '1 MG OF + Ant. TRACKS TOP t 801TfN1.
<br />(2). END PANELS S4A1 AL BE CONNECTED TO BOTTOM TRACK
<br />OTHERWISE A STOP BM SHALL BE PROWOED AT TOP OF SUCH
<br />PANELS.
<br />(3). P ENO PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION
<br />SHALL CONSIST OF 1/4•B-2DX3/4 M.S. W/ 7/8%3/32- YANG
<br />NUT OR 1/4.6X3/4 W.. THUMBSCREW INTO TAPPED BOTTOM
<br />TRACK. I.00ATON O FASTENERS MAY BE AT OTHER OF TWO
<br />EXTERIOR FLAT FLANGES OF END PANEL..
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF
<br />PANELS TO BOTTOM TRACK MAY 00CUR AT ANY PANEL LOCATION-
<br />t INSTALLATIONS ONLY VAUD FOR WINO
<br />SPEED UP TO 170 m.P.h.
<br />ENGINEERING
<br />I`*v 2 of 2
<br />All American Shutters and Glass - 24p)a Galvanized Steel Storm Pands
<br />No 33% increase In allowable, srees has been used In the design of this product
<br />Bsperalon from 81-An- is not required for knNlistias DlidWs of wind zone 4 and seem" fs"es.
<br />Impact Resistance:
<br />Large Impact Resistance has bean demonstrated r e,4dem ad in pre iousy hated test report(*). and Is
<br />accaaded for in the, allginaerilg deems of this product.
<br />W/nd Load Resistance
<br />This We" has been designed to resistwind lads as Indicated In da spen sdudlde(s) on the
<br />reepw" Pro" Evaluation Document 0•e. engnsaml8 dreeft).
<br />lnsuNat/on
<br />This pro" shall be kohdad in skid Compliance with IS rapocwm Product EvWuww Doamnwlt p.a.
<br />engineering drsadrg), aNag with a caiporldRs noted therein.
<br />Product amporwds Biel be of the mde" spectled in that product's respecaw Product Evokebon
<br />Document (Le. akgineerNg drawhg).
<br />Umttaftns 6 CondWona of use:
<br />Use of this product shall be In strict accordance with 8re respect" Product Evalwalon Doc~ 0.9.
<br />engineering drawing) se noted herein.
<br />Aa suppile" hat structures shall be designed to resat orb supe7impoead loads and shall be of a meWal
<br />idad in INS product's rapeclNe anchor - A , ule. Had structure dX iNklio It which one not accounted for
<br />In this product's respeci anchor schedule shdt be designed for an a ide-specs basis by a moshred
<br />pofesf o" afgi -.
<br />AS o mponads winch we pamwadlF brdaded shad be protected against corrosion, caErntoadon, and
<br />doer with damage at ad time,*.
<br />This product has been designed for we within and oulskle the High Velocity Hurricane zone (H KD.
<br />Respectfully.
<br />Wkk,4
<br />Ru!M
<br />Opts ..•:,..,
<br />Frank Bermardo• PE
<br />ENGINEERING fikPINESSIN
<br />OPEOW3491 Cert. Auth. 9885
<br />160 SW 121- AVENUE SUITE 106, DEENFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM eESalweE*1MBEXPRE88. COM
<br />E NGINEERINGEXPRESs.CDM
<br />4r W. NNAM
<br />9' V.iA9 DA+�*.
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<br />/1'Y,rN;NAIIAHI NtNIMI :VN:I ON riti"'tfi
<br />INSTALLATION
<br />INTO
<br />DETAILS FOR
<br />POURED CONCRETE. CONCRETE
<br />SERIES 2000 E-Z
<br />BLOCK
<br />HANG STORK PANEL
<br />AND WOOD STRUCTURES
<br />d
<br />Ct�
<br />PpR1ED
<br />OR
<br />4 # TAPOoN
<br />CANCaEIE ROCK
<br />t1E01,lelED.
<br />ANCHOR • tr O.C.
<br />1/4.6 TAPCON
<br />1 14.1- No I PT TEN
<br />4
<br />WDDp
<br />/� 14.1, No MFAO YEN
<br />ANCHOR • 1r O.C.
<br />/ • NRCM
<br />! Met OF �i
<br />KgARED
<br />;
<br />• t' FROM
<br />BOE OF
<br />ED..
<br />of
<br />1 %2
<br />• c [/4 Bc ► E
<br />1
<br />'1.
<br />x
<br />t' Wn
<br />N
<br />�.
<br />p-'9FP TO IXAiS. GLOSS. l
<br />E7ObTEl6_E i _ J/7MP
<br />-i ALMNW POP
<br />EXIS
<br />TO &J135
<br />I
<br />M POP j
<br />i 1wri
<br />CIA
<br />a
<br />1 FWATMAX '
<br />I_'
<br />PANEL LENGTH f
<br />Y
<br />f
<br />- -�( PAIa:L LENGTH04
<br />E
<br />aB6L/s
<br />I
<br />R4-gEpAM 1 '
<br />I 1. OX•
<br />I '4Y-ICX2' I
<br />1 TO GLASS1
<br />e 4•0-20X2'
<br />1 TO GLASS,
<br />OF 1'
<br />OP v
<br />1
<br />i
<br />E
<br />M
<br />ILIA
<br />1/
<br />j I '� ` I
<br />• tY D.C.
<br />1/4-0 TAPCON -
<br />POURED
<br />I I
<br />2•X4• WOOD
<br />ANCHOR • tr C.0
<br />OR
<br />, \ 1
<br />NKGJe1FD
<br />WAIT I
<br />CONCRETE rDGC
<br />REOUNtm.
<br />r
<br />MOURnma
<br />ILWALL
<br />Q�y�g
<br />IF.�LIII' ,.El.L
<br />SCALE 3/8=1'
<br />SCALE 3/8-1'
<br />IIGIf9<'
<br /># MIN. PANEL LENGTH
<br />N
<br />ER A. ilL(/l
<br />3 EN ''�
<br />, 4
<br />02= r1um rc
<br />FLORIDA BLULDOc CODE Non h Vde Hurricane
<br />24 BADE BALYANRED STEEL STOW PANEL
<br />Zorn
<br />1. INSTALLATION ME ONLY VAUD FOR MAX. ASD. DESIGN
<br />SHALL BE 2'-6'
<br />DUN ems' W.
<br />PRESSURE RATING •H/- 40.0 P.R.H. AND 8'-O' MAX
<br />PANEL LENGTH.
<br />STATE�w
<br />..pp
<br />I+ Alt
<br />IL E C O inc. PRMCT)ON PROOUCM ILO.
<br />n/n/aw
<br />2. FOR NEW WOOD FRAME �N: WOOD
<br />"0,�: , FiOR1O ,.
<br />R3'FLS$
<br />4E50 Sat SI S"W
<br />ORE. PL
<br />FAN,
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC__A•A
<br />tONLF�
<br />rw IL R. 11A N 43t1r
<br />: dXNxPr w`w ^'-.a rPlolc (a42ee-76a. FAN, tEe.)w•an
<br />W (
<br />20-173
<br />DENSITY OF 0.55 OR EQUAL.
<br />F
<br />471-OpM719
<br />-I-.! M
<br />XVIIP A. i" ►f,TIIHI
<br />I r
<br />NIGI IS Or M
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />�24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />TOP MOUNT- (CON
<br />TYP.
<br />TYPE AS REQ'D)
<br />SECRONS
<br />OPTIONAL STITCH
<br />5WITH WASHERED
<br />WINGNUTS FASTEN® •
<br />OVERLAPS 0 MEDSPAN (USE
<br />9 "�
<br />APPROPRIATE PAN TABLE)
<br />N
<br />4 � 7 �
<br />Of
<br />PLM1N VIEY!
<br />BOTTOM MOUNT
<br />\ 1
<br />) N
<br />(COMNTYPE Ou
<br />\\
<br />REQ'D)
<br />R0. 91
<br />MAY BE AT T �. •� O'375'
<br />1 TYPICAL VERTICAL MOUNT ELEVATION
<br />1 N.T.S.
<br />ELEVATION
<br />TOP MOUNTT�
<br />(C .N T= \
<br />r (SPAN ABWE
<br />3
<br />AS REQ D)
<br />O
<br />�3BSTRUCRON
<br />(LOCATION M
<br />�OM
<br />OUNT
<br />(caNN TYPf
<br />AY VARY)
<br />BOTTOM MOUNT(mIW_/
<br />(SPgry BEWWJ
<br />TYPE AS REfj'D)
<br />OBSTRUCTION)
<br />PANELS MAY BE NOTCHED AS REQUIRED,
<br />OPTIONALY4"-20 STITCH
<br />BOLTS WITH WASHERED
<br />PROVIDED THAT CYINNECTICMB AND
<br />ANCHORS ARE USED WHICH SATISFY
<br />WINGNUTS FASTENED •
<br />SPANS ABOVE 6 BELOW OBSTRUCTION.
<br />OVERLAPS 0 MICSPAN (USE
<br />APPROPRIATE SPAN TABLE)
<br />VERTICAL MOUNT
<br />ELEVATION
<br />2 NOTCHED PANELS
<br />1 N.T.S.
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN NIL GLASS
<br />SEPARATION SCHEDULE:
<br />24GAUGE IM RS
<br />~AAI smm PANEL SEPARATION FROM Ti"
<br />wec ZONE 4 a ESSENTIAL FACLU (HVINL TIE51
<br />MAXIMUM
<br />O ISlp1
<br />PRESSLRE
<br />IPSF 1
<br />AIAN(trn E
<br />VAN nrnNl )
<br />INSTALATIONS LESS UKTAIU ORFA/ER
<br />THAN 3D ABOVE GMOE THAN 30' ABOVE GRADE
<br />'ABO
<br />•/-30
<br />330.0In
<br />6061. 2.161n
<br />4 -35
<br />/
<br />130.0 M
<br />1.
<br />8.06 216 N,
<br />4!•40
<br />130V In
<br />6.06 in 2161.
<br />41A5
<br />!
<br />./ -se,
<br />3300In
<br />130A N
<br />106.61n
<br />6,061. 2.16M
<br />bAb in 2.d6 M
<br />6,06 M 235 M
<br />. b0
<br />/
<br />e1.2 M
<br />6091n 233 M
<br />1/4A
<br />592 A,
<br />6,111. 2.72 M
<br />1/.70
<br />36A in
<br />6,12M 2.90M
<br />4.72
<br />27A 1.
<br />6.13 in 2.991.
<br />SPAN br:Ht:UULt NU i t 5:
<br />1. ENTER SPAN SCHEDULES WITH NEGATIVE
<br />DESIGN LOAD a PANS. FASTENER SPACING TO
<br />DETERMINE MAX" ALLOWABLE STORM MM
<br />SPAN. SCHEDULE IS ACCEPTABLE POR USE WITH
<br />POSITIVE LOADS LESS THAT/ OR EQUAL TO
<br />NEGATIVE OE9G11 WAGS.
<br />2. 'PANS. FASTENERS' ARE STUDS USED IN
<br />COMA NCTION WIT" ALL MOUNTING EXTRUSONS
<br />("P•-TRACK, STUDOW ANGLE, ETC.). USE 6.25"
<br />O.C. PANE, FASTENER SPACING TABLE VALUES PON
<br />ALL -W- AND "U•-HEADERS (INCLUDING EUILD OUT
<br />CONDITIONS).
<br />3. LORAN INTERPOLATION bgrO N LOADS IS
<br />ACCEPrAIRA OTHERWISE USE NEXT HIGHER LOAD.
<br />GLASS SEPARATION NOTES:
<br />1. 119111% S►AN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO Be PROTECTED
<br />2. SCN(DUIB IS REQUIRED FOR USE WITH POSITIVE LOADS O LY.
<br />INTERPOLATION BETWEEN LOADS 15 ACCEPTArE• OTHERWISE USE NEXT HIGHER
<br />LOAD.
<br />3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF eSSOMAL
<br />FACT MIPS IN ASTIR WIND ZONES t THROUGH 3. THE GLASS SEPARATION
<br />SO4MU IS POT REQUIRED AND NO MN04UM SEPARATION FROM THE
<br />PROTECTED OPENING REQUIRED.
<br />JAL a 1! • • ' ► -
<br />MAXIMUM ALLOWABLE '•"; 'i
<br />DESIGN PRESSURES:
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: "01EDULE5
<br />POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />sitpPy ATkry�E�NGGIIINNIE�IFY6 IN�AECCOORDAANCE ERMHH THE NED PER
<br />DEfERMI , iNA'CARDANr£%F4H'ASC'�7 AN D CHAPTER
<br />1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN
<br />OR EEQQUAL TO THE POSITIVE OR NEGATIVE DESIGN
<br />PRES6UR1E CAPACITY VALUES LISTED HEREIN FOR ANY
<br />ASSEMBLY AS SHOWN,
<br />GENERAL NOTES:
<br />VISIT E'GALCloal6ais M $rO
<br />F.R 9-!•]SPA D_stiT'..7
<br />ri.
<br />Ulm �
<br />ratA W nO W IL RAGA M90AIa • wsaAxs
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />TOPMOUNT
<br />$ II, �i�1 �
<br /><...EAiELIE �iE%dE�Ei7E,:38
<br />s�- ^7E.�7E�E-:�is�E�EI�(®E3E�E7i
<br />.T'"rL.LT"7
<br />.E"ri.E:i.E:iE-i.iriGi'
<br />.E:Li..iI-...A'7E..l�E_v�i E Ji..'.
<br />Eli. E:i..... tt3'i.
<br />® ^"7ai.E7i .EL7©E%;i.tiET>il
<br />tl�iJZ ""iT'_i--EiiEiDE:iE:'i---
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<br />t
<br />1
<br />STUD . WMAC"
<br />a
<br />WIXONur • 32K'O.C.
<br />aWOTibOrl
<br />/x1AU'8Id1
<br />AVx11
<br />Y•IS.�
<br />...
<br />LOITOM PIalNr
<br />tmlr TYPE As
<br />ACO'Dn
<br />.�
<br />w c�li
<br />`Nas'"cwwc CING YALVEG I YLMi.A14C"OA 20-315
<br />wo9D nAn/Ne AAAOPls TNre• • MCI -tics AolJllxw To
<br />eana."ft)
<br />/,,OPTIONAL EGRESS PANEL DETAIL
<br />m INTERIOR FASTENING 1
<br />4
<br />I..2.990" 2.250•
<br />r2.250'� OA94'-J�-O.o6a' ,yl aualuax ;°s^:"
<br />2..094 0,7sD z ? P 12F O.c
<br />IIf 0.094' 1�14 r-0625'
<br />O,o94" T,I. ` .12s. 5:994:: Q i i 5� ,J. (fir J M ON
<br />OA94 i 0.125" i IB GA $NS $ G ■
<br />tR -0.3 .094" g .O6z' 'I `� 1.t2U' .D94• A TYR TYP T 4L
<br />`v0.062° II --062' L, 0 .375'� 1�.062• �0.125` 2.000' F LLW� ^g21
<br />1.33 -•1 .030' 2. -a Azov 250' -i 2.000' I•- c+1 2,NDN00. TYP.
<br />.321" 1.11.1 ,., yJ• I�,eoer �a!s� a wu 11' IEAOEN 4 Cy'� N `- ' tl114
<br />< I�
<br />Ic
<br />1.81 1,560'� �156D 510 I�3 X. 31 " 0.376' 0.3135•2 0. 1 .2" LL (�,� 1
<br />0.179' - 'S• 0.19 '-JI! 004b55 GAIN),
<br />1 b55' 0.350" t.007• :� E � u
<br />12.500" PAN[i WVC-RAAE .��� �pp 1 11� 0,2S0' n.
<br />_ 14.375'PANELLFI E�r4r. �� DO {0.545 0.541 DASD' s !. $Q
<br />I' r I VVV DDlECT10N
<br />f 0.090" j'��,D.09D• W.1. 0 i,xrM, n 0.21s' .2ts o.oer .z 0• RD.13s
<br />TYP. TYR. 2. -•F iY 0.700'
<br />NLD WT'r TRAIX iRAC1 <. S• Ay01FR- TRACK 0'�' 0,957'
<br />si;S. 0
<br />-44 r'YM%, wlJhfi�iTr6 JiI.111Y_ . ->�Lf z S
<br />LOG
<br />ODI
<br />t .x'z, vru } _1E1YI 000'071y2p5'
<br />1' MT[p Yrn:re P ANME - 'AL{D[ tEXiENOED] s I�
<br />OVENLAP ' II.�YJ/'.nL:`CCO'JATLPII EM3 S
<br />r'�-' 25" MAX.
<br />4 MAX:. CORNWt0. RE DST 1
<br />f A 0.1RB"j' �vixere
<br />Uj
<br />MAX, ru; ti x.., +.2S MAX,
<br />Y Ir: crAaYYT' Inn xiF :I.^.+rllY
<br />BUILD -OUT ��/u •Jmr Ar- n srJ7r lD^
<br />YDIINI II W[I(Y IIrI I DISTANCE �ic1 Te<J MT•]T'rrN
<br />f nr,mNrrK (-- 1.0D0" J
<br />i n .._n.AAHai;
<br />1.^I'K t i'YACCY. r 4C
<br />.-. Mr�:}t M::4•M rj lt" J'J.Y:: ISiJ.`! L'.<1'•. =': J1.., •Jt
<br />, sr � 'x_a• 1cx l,Ame 4101J'e>.::la:-cxJr+:wy EMBED
<br />1.000' ,c1gv<r, i_•S'.Drr.^JJ.1 J1ARi1.P^.. :%Fat[�.W] :Gm.2 Pi'.'Y.5Mill
<br />OVERLAP
<br />1�-rt.VJIW-wlt1. 3:92D iM_1'•.
<br />c'1'Jra P as: rn.
<br />( A% wu.ut. Oa MAX. 1
<br />F Y:)CY t•:• _ I �.2• MAX-
<br />5 /\ NIII IHNII NwINI f Il>KIIYY Ilk iAll
<br />+rw:•-. v.eN Ts 1<�-I N T 1 1.SOD
<br />:.•.. Tf t, ^k lta:9 .V'at ,JI 1>7Y, :.. .J-x�v MIN.
<br />t :ov.'1'tv.•:aL .SOD' {::w'rs-.V!'J1el.+'twn itsi
<br />ll
<br />nw-RAT.,i J•4J•> 4'MAX, I MIN.
<br />i:e'euJ-!1ltJw map. li.*..•x° su ,iiii Rs n'.T-nn ,N.T.r
<br />LT•P :CNaI AJ•R}i aV'
<br />Jr"4'• /�cOMERCtOSURE OTNL BED •4; YNx. Y; - mY•T r�-•.
<br />C HSAP MOUNT CLO6UIIE DETAA A f'IirT.. V e
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PAPERS; PANEL FASTENERS • 12.5' O.C.
<br />2.3- EDGE DISTANCE
<br />-1:
<br />HeJ
<br />MAX IMIogm
<br />ANCNO! PecReela
<br />TYPE
<br />rw UP To V-11.
<br />I Sem Up To r•r
<br />I xi UN To it-1r
<br />war TWO
<br />CI CS C3 C{
<br />war lw►e
<br />C3 Ct C3 CA
<br />ones TYPE
<br />CS C2 Ci C4
<br />LIP a 1• DIOm 7M M
<br />oEwuT OtTAAcox Aa
<br />J
<br />K
<br />R
<br />72
<br />12.5'
<br />16.a' 347"
<br />9.9
<br />1 .9' 1 .0" 0.2"
<br />2 6 1 6.8"
<br />1 5"
<br />2
<br />16 0 41
<br />6 "
<br />.1
<br />12s'
<br />]6.a' S1.S'
<br />*o'
<br />12s" 38.0 642" 1 se,^
<br />125
<br />lb D" 81'
<br />se,••
<br />11.5'
<br />12.5'
<br />16.a' !Q! •
<br />Id.(r 9J"
<br />6.4
<br />QS"
<br />12.5' 36 S 9.1' S4'
<br />12.S" 16.0" eel" 1 4•
<br />!Z V.
<br />12 S
<br />t60' 91
<br />16.0- *f'
<br />SA"
<br />3A"
<br />329
<br />160"E3
<br />34'
<br />6." E 1' 12.5 3 0 1 1
<br />12S
<br />160-
<br />sd•
<br />14'M 1•. a'IMNID 33
<br />I •'/
<br />DCY.'AtT UITMCON fl
<br />1
<br />16
<br />S2
<br />72
<br />115"
<br />1Ea 16.
<br />3 a'
<br />5
<br />12:5'if 0' 110lI 0"
<br />125
<br />f6 O'33{
<br />3.
<br />16]"
<br />125'1
<br />9'
<br />0" 1 9.
<br />5
<br />6D'.120
<br />96"
<br />t2 s'
<br />v
<br />IS
<br />I n• 1 9
<br />!'
<br />SZ 5'
<br />1a 3S6
<br />my 1
<br />1 1
<br />1 "
<br />2 5 15 D' 11 9 A5'•
<br />57.
<br />77 21 9
<br />9 S
<br />i2.6"
<br />16C"SS.V'
<br />AS"
<br />12.5' 16,01,119 9.5'
<br />125
<br />15.9"319
<br />95"
<br />z
<br />D
<br />V
<br />7 M rNNHI 1 73
<br />ALi.tegl solLo Ser
<br />,Hv•.v': J3.::M:J 41
<br />4e
<br />Op,(9L ' 32
<br />EM 7
<br />13.1'
<br />f6A toff'
<br />16.0
<br />12 S f 0" 7" 3 "
<br />6 11 1 4
<br />l2 3 '
<br />t .n• 1 "
<br />I 3. .q
<br />i1.9'
<br />SZ.S'
<br />16 tl ROM-
<br />12 5 fa 0' 116" l0.e"
<br />121'
<br />t6:0' 32.5"
<br />10 '
<br />12.5'
<br />S2.S'
<br />16A 156'
<br />16.a' !4A"
<br />19.Y
<br />12.3"
<br />1 .9 360" 115 1D 6"
<br />2
<br />12.5' ]8 0" 1L8 l0.6"
<br />I25
<br />12!'
<br />1QD" 12.5"
<br />1![,D" 12 '
<br />10 S•
<br />Mall
<br />2.S'
<br />7 a'
<br />5 3 15
<br />0'
<br />5'
<br />I i•Y 1• a INMFIP 1 W 33
<br />�1N'INI /ANN M41h 41
<br />!Tv ^3.'. a -•sir
<br />fe
<br />!f 52
<br />2
<br />3a.S'
<br />12.7'
<br />16. 141
<br />15.0" 16.0^
<br />ISO,
<br />1 5 1E.0 i q 2
<br />12.5' SBA" 117" 114'
<br />2
<br />12.!"
<br />a 0 f 0
<br />16.0' 15 6
<br />12:6"
<br />i1J"
<br />12.1'
<br />]Qa' SQtl'
<br />N 1 •
<br />21.1" a.0"
<br />1 6..Y 11.z"
<br />lz. S"
<br />6 n• ] "
<br />1 3 !
<br />1 1.Y'
<br />12.5'
<br />I6.0'' ISvq
<br />3 a'
<br />12.5' 16.0"
<br />115" LITt2.5"
<br />16.0' 35 5'
<br />11.2"
<br />-S'
<br />16. • i '
<br />11.111,
<br />.S" E
<br />5" .1"
<br />2.5" WOE
<br />DISTANCE
<br />[�
<br />3/14• r l' VR CN6m 13
<br />nlwN 11111NMDN 41
<br />4e
<br />32BEEN
<br />32
<br />a I-1 4 IMXI II 93 I!a
<br />1[rwNIIII IRNbtl 41
<br />46
<br />52
<br />Y"'-- 71
<br />6.25'
<br />Q2S'
<br />6.25'
<br />12.5'
<br />12.5'
<br />6Y
<br />:.3•.
<br />6
<br />S6.a• 8.5 6:]'
<br />]37'•
<br />Q2 ' 11..]"
<br />Q27' e.!'
<br />QIS'
<br />!'
<br />f0.5'
<br />625'
<br />IN:
<br />6. S'
<br />11.5'
<br />12.5"
<br />31.7"
<br />11
<br />36:a' 7.!' 73"
<br />SS.6'• 6.0" S.B"
<br />41l" 0.3"
<br />9,
<br />12 !' 13.1'
<br />6,15
<br />J.2" 10•
<br />•<a!
<br />Q25•
<br />6:25'
<br />9.1
<br />9.i'
<br />f2:0' 44" 4S'
<br />I/4"TI-17r /NNrU l3
<br />iTw SA. TAPCON 41
<br />M
<br />52
<br />74
<br />12.!"
<br />13.3" 11• S 0•
<br />6:2! 10.1'
<br />CL" 4 a•
<br />61.5'
<br />10.7' 41" 4A'
<br />&2s'
<br />3 i 47- 46`
<br />Z5 lOJ"
<br />41 4.0"
<br />G2Y
<br />lox 43" 4.0'
<br />6,95'
<br />10 7 41• 40
<br />6,9 7"
<br />4
<br />0 7' 4 1" 4.9
<br />z
<br />Ile. r7M FNXH, 33
<br />ALL Palm SOLID SET 41
<br />N
<br />52
<br />�r'1ai 72
<br />11.3 "
<br />360" 14 i" tt.r
<br />ILL 140"
<br />9 ]' 7.1r•
<br />12 5'
<br />to:0• Q7' 7A'
<br />SAS'
<br />SAD ILL' %1"
<br />325 18:0"
<br />7E' 6.9"
<br />125'
<br />I6A" 78- 69"
<br />325'
<br />12.8"
<br />RZ1. fir
<br />lb.a' 7.r
<br />7,2'
<br />QI"
<br />125' 16.0'
<br />Sd 5' 76A,
<br />77' 62'
<br />7.7" 4.i"
<br />12.5"
<br />12 S `
<br />1QD' 7.7" 6.2"
<br />36 0• 7.7. 61"
<br />114'tl L1•EMBED 33
<br />n/whir MNHMir 41
<br />H
<br />2
<br />525'
<br />T2
<br />12.5"
<br />16.0' 6A'
<br />S:9`
<br />623' 21.3
<br />/4' 41'
<br />425
<br />10.3' 40" 3.7'
<br />12,5'
<br />114" 5.2'
<br />1.B"
<br />25' % -
<br />W. 13"
<br />6.25
<br />9.2" 3,6' 3.3"
<br />6.25.
<br />113' 4.4-
<br />d25A2"
<br />35 13"
<br />9.2" IS- 1.3"
<br />A
<br />QZS'
<br />106" 1.1•
<br />%2' 13'
<br />3-
<br />7.8'
<br />3.3-
<br />8.16" 92"
<br />5625" 92"
<br />9! �
<br />NAX tle3�e
<br />TYINI esenuuac
<br />e PEP
<br />u uP I zeta Iw Nl,r«'
<br />tinl1 uP <, ur• Ir
<br />tear TYPe tort Tie
<br />Cl CZ 13 C4 CS CZ C3 C1
<br />wNe TYPe
<br />CS CI C3 C4
<br />1/4.1 r maw 33
<br />11
<br />' •1:XIw u
<br />pp 48
<br />�
<br />tl� SL
<br />72
<br />12.5`1
<br />6.a' o• 1 16.
<br />! .r Illy,.
<br />L6.0" }.
<br />12 S
<br />36.0' 16.0" 6.7'
<br />12 S'
<br />Sa.ff' SQO•
<br />66' 12 S.
<br />Mo.;
<br />18.0"
<br />131' 61'
<br />11 S'
<br />36 Y 14.111" 501
<br />11.V
<br />ICO
<br />A.0" '
<br />7.S1 , '
<br />" 2
<br />16.0•
<br />14.7" 6.0-
<br />12 5"
<br />16A- 14.7'• 6.0'•
<br />l2.5'
<br />In s'
<br />160- 18.0•
<br />M.a' 147-
<br />6.9' 11
<br />40' 12.4'
<br />16.0"
<br />16A'
<br />317" 0'
<br />6
<br />to r• 6.0'
<br />124
<br />11 5
<br />4 '
<br />16.0'1 7 BD'
<br />Sa.O' ]4 7" 8.0"
<br />(11t1 alb 1!]'OI 33
<br />WOOD SDAEW 41
<br />46
<br />32
<br />71
<br />1 .S'
<br />2
<br />6.a'
<br />1 140'
<br />10.1' 32.5'
<br />16.0'
<br />la i" 1 0'
<br />33 S
<br />1 A- 0:" 6 1 6 6.2'
<br />12,5'
<br />160' 141`
<br />61^ 12.5'
<br />16.0'
<br />9.7" 56•
<br />125"
<br />16.0' 9.7' S.6"
<br />12.5'
<br />Ia.S'
<br />12.5"
<br />160" 1L0
<br />S6.a' 11.3'
<br />16.0" 9.6'
<br />70 ,S'
<br />12
<br />64' 12 S'
<br />9.fi' 12 S'
<br />6 "
<br />1 .0
<br />18A'
<br />6.0•
<br />SO' 5I-
<br />e.6" !3°
<br />Ild" 5:6'
<br />32 S'
<br />]2 5'
<br />12 S•
<br />1fiA' 9.8' S 6'
<br />16.q• 9.e' !A"
<br />16.0• M' $ri"
<br />371'A l-114 CMBCO 33
<br />TAP CnD'CM6' 41
<br />y, 4B
<br />'I" ice• R
<br />72
<br />12. '-
<br />1P.5"
<br />16.a 3Q0°
<br />]Qa' 119"
<br />12
<br />14'
<br />16.0'
<br />16.0'
<br />11.5"
<br />9.1•'
<br />9. L"
<br />9.1"
<br />9. t'
<br />12 Y'
<br />A '
<br />36:0' 302"
<br />16.01 9.2-
<br />12.5"
<br />12.5'
<br />1I: S'
<br />160' il.i'
<br />16.0' 1Q5'
<br />]6.a' 9.1"
<br />12S'
<br />52.5'
<br />11 S'
<br />16.0'
<br />I8.0'
<br />16.0"
<br />1291
<br />32.5
<br />12.5'
<br />16.01 9.1"
<br />16.D' 9.1"
<br />F . a® S/9" 93
<br />All Pt11NINAAMY 41
<br />WOOD BUSM0 48
<br />1IC ILIeeW 52
<br />R� 72
<br />1
<br />6.tl' E,6"
<br />7:
<br />15.
<br />6.0" SS"
<br />1
<br />iZ. s'
<br />B.a'7.'
<br />] 0
<br />9•
<br />! li S'
<br />12.5"
<br />1 a" { 1•
<br />Q23'
<br />Q24'
<br />12.3'
<br />1.7' 4.0'
<br />6.25^
<br />11.5'
<br />1{ 2' S S'
<br />47' 2
<br />412.3' 4.7" 4.0•
<br />QLS'
<br />3.9' 1.7" t.q•
<br />6.3Y'
<br />12.5' ♦7"
<br />10' Q2S'4.T"
<br />40'
<br />ANCHOR NOTES:
<br />I. ANCHORS SC
<br />HEDULE ULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN BUT ON PIE LY PROVIDES
<br />MAXIMUM ALLAWABIE ANQifft SPACING. M MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />I N SPAN SCHEDULE SHALL APPLY.
<br />2. BNTE0. ANOldl SCHEDULE BASED ON PANEL FASTENER
<br />ER THAN
<br />OR, THE EXISTING CTURE B ANCHOR TYPE. SELECT DESIGN WAD GREATER TFL4N OR EQUAL To NEGATIVE DESIGN
<br />LORD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.S ELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING COMMON (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDENTIFICATION OF WNNECTION TYPE).
<br />I. `PANEL FASTENERS" ARE STUDS USED IN CONI UNCTION WITH ALL MOUNTING EXTRUSIONS
<br />•F"-TRACK STUDD D ANGLE. ETC:. USE 6.23' O.C. ( E ) PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL "H`-AND •U"-HEADERS (INCLUDING BUILI)Ol1T CONDITIONS).
<br />4, ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONLS.
<br />6: I�AD•DUM M EMSSI)ME R SHALL BE BLOCK HOST AS N SHALL
<br />NFORM TO ASTM ON OLOCIL
<br />H ANCHOR SCHEDULE.
<br />7. MIMMUM EMBEDMEM AND!'DGE D857ANCE EXCW D6 STUCOD, FOAM, BRIIX, ANO OTHEit WAll.
<br />FlNISHE9. WALL F1NI5MIX SHALL BE LIMITED TO Li{' hIAX OR SHALL BE VERIFIED 8Y DTHEIg TO
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE.
<br />6. CONCRETE rFwoas E A NOD HEREIN SHALL BE EMBEDDED TO UN •CRACKED CONCRETE ONLY.
<br />9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD
<br />VERIFY THAT FASTENERS ARE I O NT ATE WOOD FRAMING MEMBERS, NOT PLYWODD, FASTENINGFOR
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />I.D. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN
<br />CENTER OF NOMINAL 2' X r (SEN.) WOOD STUD (%' EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING). WOOD STUD SHALL BE'SOUTHERN PINE' G-0.55OP. GREATER DENSITY. LAG SCREW
<br />SHALL HAVE MDU.IPS PAN HEAD OR HEM HEAD,
<br />11, REMOVABLE ANCHORS ARE: DEWALT PANELMATE, ALL -POINTS SOLID -SET *MASS BUSHING.
<br />12. MACHINE SCREWS SHALL HAVE 1f2' MUdM1M ENGAG154ENT OP THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER MEAD (SIDEWALK BOLT) U.N,O.
<br />13, MDDMUH EMSEDMENT AND EDGE DISTANCE OCCWDF5 STUCOD OROTHERWALLFINISHES.
<br />I. DESIGNATES ANCHOR COMMONS WHICH ARE NOT ACCEPTABLE USES.
<br />15, 11C DIRECT MOUNTING CDNDITIONS.
<br />16. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THUS SHEET,
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<br />SHEET NO.
<br />SH
<br />1.5.
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