|
A
<br />EZI /18,
<br />EZ1Wi ANCHORS
<br />(SEE SECTION ED B ALTERNATIVE E21W ON SHEET Is) --El
<br />+•'--
<br />MIn. /,.,
<br />?(SEC NOTE 2)-->IW'e "11 NOTE 2)
<br />tl 4X 1
<br />F�CH ENO -- tL I-,-�_r-T./Sfi'p 4LUMRaJu
<br />_ - -__- '-!�'-T POP R4'iE: LAST PANEi TO OE IN57ALLGD AT EACH OPENING SHALL ALWAYS RE
<br />OI-t- -- � pROV10E0 W/ REAft tiANGLi 7CF EAGLliATE INSTALLATION I( INiENDfD
<br />TO BE INSTTd1_� FROM LNe1JE OF STRUCTURE
<br />1/2 O O O O I I O O7�L,
<br />NTs�-,E5•-,.
<br />s4z
<br />jj 1 ___-r T,'>._.v_, 71 { .T-T_-- , t ',. ,--r , •._T __.r., . �.-_.T.. _ T._f OF -L' (I) PLF)Nj1tOB. OE cFR§ g zDoa: E-3 HANG STORM PANEL SYSTEM
<br />I (ENL. PANEi} 1 { t (WrEli, PANEL) (INTERIOP PANEL, (INTERIOR PANEL) (END PANEIj j j MAXCONStSl1NGGcx+t.. TRACKS TOP & ET}?TOM.
<br />ICE NOTE. 2, J, 4 ( i � I ( i � I SIEE NOTES 2i1 3. A
<br />(.2)ENO PANELSSHALL ALWYS<BE CONNECTED 10 BOTTOM TRACK
<br />I I ' OTHERWISE A STO+R L BE P'ROV40E-U AT TOP OF SUCH
<br />i d PANE!. tENGni PANC.LS.
<br />i N id aD.G
<br />�ak PA.r
<br />•`�/ IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SHALL CONSIST OF 1/4 d-20x9i'4" M.S. W/ 'V/8°R><•3{32" WING
<br />oL cD PANELS W/ 1/44-;xpya' + NUT OR T/d SxD/4" Trier, THUMBSCREW INTO TAPPED BOTTOM
<br />S.S. BUTS W/@ # CA g.AP ' �. TRAGIC. LOCATION OF FAS:ELN`ER$ MAY BE AT OTI4ER OF TWO
<br />-FLANGES
<br />(SEE SECTIONS AS APPLICABLE) EXTERIOR .AT Of END PANEL
<br />1 L.-i_.�__! I__! y_., �)._l.__.,S =Q
<br />!
<br />_- - i ,... !�_.....:,- 1 _i _._t_t
<br />- __-__ -. NNECTED T BOTTOM
<br />OF( 4)END PANELS O
<br />TRACKS(i.a NUSED OAT
<br />-. -... I--T I k.-__ I .r___-,_.I AT BAR IS ONLY TOP) AT LEASTTWO
<br />I j I i- i I! 'r! I I I PANELS SHALL RE CONNECTED TO BOTTOM TRACK USING SPECS
<br />ABLJE. CASE, CONNECTION OF
<br />rI-1-----7-oj-(-r--}-('-'--;--E-�-(---'#----{-,--j-f--{----�--f��'--j-j?�Y+ INDICATED ON NOTE ii IN SUCH
<br />i11 1J_LL-1_,.!_LI-JJ1_L_j J_L4LJJILL.J ..1. "'LAL..t_J.- $i_,l_-1_ L.L. J.J111, L J J_L_L J J1S. PANELS TO 90?-ION TRACK MAY OCCUR A; ANY PANEL LOCATION.
<br />�.. 1 uax a SEE NOTE 4
<br />@ M,- I. -SEE :_r� /( ,SEE t' sL'n t INSTALLATIONS ONLY VA.Ur? FOR VANA
<br />NOTE i W kart 2 : SPEED UP 10. 170
<br />AA CNORS
<br />.-(SLE SECTION E21 & ALTERRUTNE E2rW ON 3eFf Ta)
<br />tit/LB,
<br />EZ14y/18
<br />TYPICAL -ELEYAIION FOR C E-Z HANG MEM PANEL 9 S STE (t)
<br />• 2.Ba7'(MN rNERLAF I./A" wale GAP
<br />-1 Wi VAU. Y)
<br />Cr%
<br />MAX. GAP
<br />SECTION
<br />SCALE 3 32"='
<br />yyQ',:•'• EFLORIDA BUILDING CODE Non High Velocity Hurchcanb Zane
<br />0. 44167 omw rKrrm, 24 GAGE GALVANIZED STEEL STORM PANEL
<br />I�G G ONE GLOBAL PROTECTION PRODUCTS, LLC.
<br />STATE U "-` ,sac S W st s+raFT
<br />'p " TttLrzp rcmw..
<br />f P wA xX W c' mxo. a° ura DAL IL sa
<br />�c 7 ..... fig Mom. rxe X t .n.tk., wwne Rs was-rs s .gX. rAs ama-X,s x0- t as
<br />1U„FOE+u/LI+IE pcn-oaac7tc r.�w".r renew onAWaroere...
<br />a �.
<br />W.TER A Mtn T', ETP.E TIP ax-,ax
<br />a'ah@lltaHLi H9ENrET tF DF rig
<br />ENG1(-dt_EPiiING
<br />EN131NEERiNC3 EXPRESS-0
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />Application NunIba.I,78..6_%_1.- R 2
<br />EX Project Number 20.31543
<br />Product Manutacturar. All Ainartcan Shutters and Glass
<br />ManufachlrerAddiess 1540 Donna Road
<br />itVest Palm Beach, FL 33409
<br />Product Name & Description 24ga Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evaluation Report is being issued in accordance with the requ-cements of The Flows
<br />1 and Professional Flo r
<br />DepartmentD eusineasa dRegulation (Florida ComlNssion RuleCha e
<br />ag ( 9 ) pt
<br />8 G-3.005. F.A.CG. tot statewide acceptance per Method t d The product noted above has been
<br />1 20 )
<br />R P (
<br />tested and/or evaluated as sulmnanzed herein to show compliance with the Florida Building Code
<br />Seventh Edition (2020) and Is, for thepurpose intended,. at least equivalent k1 thatrequired by the Code.
<br />Ro-evaluallon of this product shall be required following pertinent Florida Building Code modifications or
<br />revisions.
<br />Substantiating Data.
<br />PRODUCT EVALUATION DOCUMENTS
<br />EX drawing #20315430tted'24ga Galvanized Steel Storm Panels (li & Non-HVHZ)", sheets 1.5,
<br />prepared by Engineering Express..". signed & seated by Frank Bernardo, P.E, is an integral part of this
<br />Evaluation Report.
<br />It TEST REPORTS
<br />Uniform static structural performance has been tested in accordance with AS 202last standards r test
<br />n TAB pe
<br />repoi #BT-ASG-17-009 by Testing,
<br />Inc,
<br />Large mosile impact resistance and cyclic loath performance has been tested in accordance with TAS
<br />9 nap cY n9
<br />201 and TAS 203 leststanclards per test repon(s) #8T-ASG-17-001 by Blackwater Testing- Inc.
<br />. STRUCTURAL ENGINEERING CALCULAMNS
<br />Structural engineering calculations have been prepared which evaluate the product based on
<br />comparative and/or raillowl analysis to quality the following design cntaria:
<br />1: MaxlmUm Allowable Spans
<br />2 Minimum Allowable Spans
<br />3 Minimum Glass Separation
<br />C Anchor Spacing
<br />160 SW 121" AVENU€ SUITE 106, DEERFIELD BEACH, FLORIDA. 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM@ENGINEERSNGEx PRE56,COH
<br />ENGINEERINGExPNE55.COM
<br />ENGINEERING
<br />Page 2 of 2
<br />All American ShutterS and Glass - 24ga Galvanized Steel Storm Paneis
<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 Resstanchas been demonstrated as evidenced !r previously listed test rePrt(s} and is
<br />accounted rot in the engineering design of this product.
<br />Mod Load Resistance
<br />This product has been designed to resist wind loads as indicated in the Span schedules) on the
<br />respective Product Evaluation Document (i,e.. engineering drawing).
<br />Installation
<br />This product shall be Installed In strict compliance with its respective Product Evaluation Document (t.e
<br />enginearing drawing), along with all components noted therein.
<br />Product components shall be of the material specified In that product's respective Product Evaluation
<br />Document (1,eengineering drawing).
<br />Limitations & Conditions of Use:
<br />Useof lhs product shall in scaccordance with the respective Product Evaluation Document Le.
<br />engineering drawing). as noted herein
<br />Ail Supporting host structures shall be designed to reti oil superimposed loads and shall be of a material
<br />ksted in#his 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 />is which a installed shall b e protected against Corrosion. contamination. and
<br />Aliwm an WITI re permanently n h o rt a «as Port pa N R 9
<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 />f
<br />Frank Bernardo. PE
<br />ENGINEERING ExPRESSN
<br />I PEO(Li 1 C'en Auth. 9885
<br />160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(1 354-0660 1 (866) 396-9999
<br />TEAM @ENGINEERING Ex?REss.cOM
<br />ENGINE£RINGExPRE55,COM
<br />r I/A n-f Na�Sli¢�nf
<br />I,�ry _old =f 4@tl D r °1 4 H C 3 xl V--iJ+1.s11 p x"-
<br />)1 n FI : TypL ZFi�`¢l uF - ' - .rnerrw >4R rxrnse vnF ^'"
<br />yga t34thY'F 1Y12 - I+LL 1 N.Cl at "�
<br />l ri47 AX��
<br />T'F
<br />O U
<br />C
<br />_. O
<br />Nie RdM
<br />,_. Yap
<br />xF
<br />;L
<br />W � n
<br />wt e H w u_
<br />r>.
<br />R Y<
<br />s Q_
<br />4W 3
<br />- p
<br />T a_I LL' ih y.ten. ])JZ
<br />- x' :ww I
<br />I
<br />w
<br />r 3
<br />- Gn W t.
<br />h C
<br />IF
<br />.+:iLLLL K..iut , w rryV:=n;; -
<br />L`
<br />s r
<br />r U fD I r
<br />F`
<br />�tl
<br />a-
<br />H -
<br />_ 1 -
<br />f t ,
<br />fi
<br />L_ .,per i.aco-
<br />1C .-
<br />. ,xu rEv f
<br />_ I
<br />_ r
<br />Y / HouNnrTi.Exrn .11-st❑rvs :..N±nuvn, _ r T_ �� 1F
<br />t.f1 F �r C
<br />p h rr, �ii r i $x
<br />F -.. I. @u- i4 F e it.
<br />still n'.: T -�z - Ji ppp
<br />tr 1 r`1 rt. ,. -fi rr 21 fCIL11X;/RDORNPUNT SEiTtDN .. J,q LU
<br />J L
<br />:'I 'IM,nI m w ,1
<br />- �3iTIIN.[ ( HALL kv I c1 al ll`Lr IL11 'LI J:_IfN. 0:11Lp C �.l TV; _•,T!
<br />O
<br />F T _
<br />WAIL MDUI S_CTiOH ..tt -.f^.• - Ui a
<br />Ant +, -. v r
<br />- IY' �, <
<br />U • v__JJv , tl rw�'. r'.� :� L_ tTi n "-•
<br />ff ,.Pf
<br />-
<br />£ F., IT T
<br />N. • ^r :R 1M O
<br />m rnrnN
<br />';^rstr_-r.-rrr'� 1ruL mnr vnAv F'"`
<br />_ITC
<br />L1N ,
<br />W
<br />&TE E2 I C .n
<br />3. II ryL kJt I Yt T"'hi� a
<br />J g
<br />L1In.nl..^nir
<br />B 9
<br />to
<br />L
<br />L• f (l
<br />t E�
<br />e g
<br />1V-J 4 i
<br />1.1 Y `
<br />)
<br />FNM1 a
<br />L:- yR5
<br />11. 1 r}n i • � ip
<br />rEli:.•:I�I;iiE
<br />d�
<br />xi
<br />'y gg
<br />-t,.0 e.xJ S
<br />re =
<br />R
<br />A
<br />T
<br />fl 5 r1" XNNra@MAIW PE 1PX. N J911P1NRF
<br />T
<br />.DIG�u. •I[F_
<br />20-3I543
<br />�.nry .vEXi
<br />-
<br />- t`- .:`r. PAea PPICREPTEAX•
<br />t"Z
<br />'r 1' Lv,� EH C �'Q,L y'' „ 1 _ CCU a !�l OFTIONALTOP/BOTTOM C10SURE ❑=rAtt
<br />i' . • eF^ 1 X BCF F p?
<br />,•I r r'Ar. NINi /l lit xrMn@xlcl,fufu
<br />P/K K/J@UNS=# x[AItlI iH.l I[fW
<br />E:l
<br />INSTALLATION L
<br />1NTO POUIRE"ONCRETE. CONCRETESTRUCTURES
<br />$
<br />d t
<br />„EXiETING Pouri
<br />}`�C@NCRE-I OR ' -1/4'e TAPCON
<br />CONCRETE BLOCK f ANCHOR @ 12D.C..
<br />{
<br />i
<br />J
<br />T '_ t,@X i" HEX 1EK YK)OD FIEADE?_ i' i _�54x1' HEX HELD TEK
<br />_ ___- -
<br />9 12 _,__ / - -._v 4- F I': SCREW @ 4" FROM
<br />ANCHOR O 12 A.C.. _ SCREW Q /4' FROM REr3UiRE0
<br />ANCHOR
<br />EDGE OF a� t _ LODE OF 7
<br />�y
<br />F
<br />I_-
<br />C ' 1
<br />a/4Y B Y
<br />II i N
<br />sE. ak.T9 a t oat/4' d.G .: t'
<br />Al' R CM?a i( { 1/2" A9 Par Al. B ,.. _ I I 1/2,
<br />T' Min,
<br />^^gD Y 7 a t" NTn, I ...I
<br />FXISTRJG 6 AI r
<br />OP GLASS j i A1],IB.d Exts*iwc (flPARATiOHl. 3/1D'9
<br />'TI 'NUM POP TO S �r POP I
<br />OVSS GLASS 1 I ,°'^ -UMINUN
<br />qq I { ) RNLI
<br />-
<br />){j(y
<br />Va'.-Nk.t A
<br /># R Ga0LT5 W t IT..... ..__. --.. T PANEL LENGTH
<br />A R N 1 i 1# _. _ ..... .... .( PANEL LENGTHIT-
<br />...._--.,
<br />a ,
<br />B 1' Mi 1 E
<br />R-SEPARAITLFi ! D 1 Min i _..a•0_'20x2•
<br />h TO GLASS. ill_- E RAIO i : THUMBSCREW DSOX
<br />0
<br />t SOt
<br />R I OF
<br />TNUMaBCR£W' It
<br />It
<br />ED
<br />1/2
<br />jtvi
<br />' '.. ,r)". TAPCON ANCHOR
<br />12" O,C.
<br />/a's TAPCON 2'ra° WOAD
<br />1 €ATSTTNG P+iUSED -PLACE
<br />ANCHOR 012` O.C,. -"CONCRETE OR ITT
<br />'
<br />_:.
<br />-x/",✓'r' CONCRETE BLOCK � t 7 REDUIRtD
<br />IWOUIRED,
<br />WALL i101i WAIa,Ot�NTINr
<br />SECTION EZI ALTEBHATII+E E21W
<br />SCALE 3/8='' SCALE 3/8=1"
<br />t :;Nit- d
<br />� �y
<br />r c
<br />FLORIDA BUILDING CODE (Non High Velocity Hur'rtlsona zono}
<br />NOTES: ?,TENT PANEL LENGFH . 44I = .2m feTrx.'o. rs.
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A_S.D, DESIGN StHAl.t HE 2'-6" •k • TE' •: *'s 2d GAGE GALVANIZED STEEL STORM PANE!
<br />PRESSURE RATING i/- 4OA p.s.f. AND 8'-0' MAX a �'•. -�,
<br />PANEL LENGTH. x STATE is _ ____ / �. IN. \ GLOBAL PROTECTION PRODUCTS, LLC.
<br />-.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD Lip@: , �i QI'Tt1� �1,"y,G,s w'4TtsTINo ENerNCERIiP6 CJ#NtPANY twAx- n., ssJ1<
<br />�. ae,. a s.. ax .wm+v uroNFL Ter«
<br />`rM.,F
<br />, 20-175
<br />MEMBERS TO BE SOUTHERN ONE No 2, WJ SPECIFIC 'I'Ar S/ ' �'Ri Av,`( . ±aa1 in ,s,,e - pmY AT'.-,a1r PrmF,E, t9mF)eh-xsa6, aAx, ta.41r4a..aTAy
<br />�'
<br />/
<br />DENSITY OF 0.55 OR EQUAL. 9aNNnNlka ,YGpMtIHTC/dATE a
<br />,, +misrasrawrr P.E. ,a f><e,r m s AfaE[4 1B ar +s.
<br />♦4 B2 z
<br />f ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS HVHZ & NON-HVHZ
<br />WIDTH UNLIMITED
<br />IFERP, TO PANELSPA,N)
<br />TOPOU' N N M NT CON
<br />Yp T .
<br />TYPE AS '© P.Y<4 )
<br />5 'TIo s
<br />1;4 N
<br />6--
<br />[CONH7Y.,.
<br />AS REQ'D)
<br />LmaX
<br />{SPAN ABOVE
<br />57RUC1TON)
<br />BOTTOM
<br />J _
<br />w
<br />.Nr
<br />(CONTYPE
<br />ASRE4'D)
<br />z
<br />E
<br />b o -oEs~:-tR cn N
<br />��x�0
<br />(LOCATION MAY VARY)
<br />maf`q�
<br />2°-�
<br />n
<br />TOP MOU NT
<br />L ItE
<br />/CONN TYPE
<br />AS REO'11)
<br />YTrdr(I MOUNT (OONN
<br />Lena%
<br />(SPAN BELOW
<br />TYPE AS REq'[3'j
<br />OBSTRUCTION)
<br />PANELS MAY BE RIOTCHED A5 RE12UIRED
<br />OPTTONALl4,-2DSTITCH
<br />BOLTS WITH WASHERED
<br />PROVIDED THAI DCJNNEDTIONs AND
<br />ANCHORS ARE USED WHICH $Xr SFY
<br />WING NUTS FASTENED 9
<br />SPAN$ ABOVE a SELDW065TRLICTION,
<br />-
<br />OVERLAPS G MIDi LOSE
<br />APPROPRIATESPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />/ 2 NOTCHED PANELS
<br />1 N:TS,
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />EP C
<br />24 GAUGE PANELS
<br />MINIMUM STORM PANEL IEFARATIONFR M GLASS
<br />F !1F 4
<br />I XIM
<br />iHNru WIND ZONE & ESSENriAI AG i E-
<br />-}MAUM .
<br />' DESIGN
<br />I
<br />ALLOWABLE 1NSTAUAfbH5 EE5ti JNSTAtIAiIO/S'RPAT R
<br />. NRES.cti RE ..
<br />i iRSr) iSPAN ilmax7 MAN31PABOVIEGAADE iHANttJASOVZGAACf
<br />7 t: Oadrl :kB a 3
<br />l >1-35 f 9A1f Y1 ,n KY9W x, '_*.Yk 4n
<br />406 m t6 Li
<br />R
<br />so6 Ih 3.161n - _. 6081n -...- 735 A ....
<br />�JWAN �>i:HtUULt NU i tb:
<br />L ENTER SPAN SCHEDULES W nH NEGATIVE
<br />DESIGN ECxaO t PAt4EL FASTENER SPACING TO
<br />DETERMINEA STORM PANEL
<br />SP,S RULE 155 ALLOW ALE M
<br />SPAN, SCHEDULE 1S ACCEPTABLE FOR USE WRH
<br />POSTTIYE LOADS. LESS THAN 0R EQUAL TO
<br />NEGATIVE DESIGN LOADS,
<br />Z 'PANEL FASTENERS' ARE STUDS USED IN
<br />CON1UNTMON WITH ALL MOUNTING EXTRUSIONS
<br />(°Fv"TRACK. STUDDED ANGLE, ETC.) USE 6,25'
<br />O C, PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL'H"- ARID "U'•HEAOERS (INCLUDING BUILD OUT
<br />CONDITIONS)
<br />3 WEAR INTERPOLAT9ONaE7WP_EN LOADS 15 L
<br />ACCEPTABLE, 07NERWISE USE Nk"XT HIGHER WAD.
<br />GLASS SEPARATION NOTES:
<br />i, BNT Lt SPAN. SCHEDULE POSITIVE DESIGN LOAD TO DETERMINE E
<br />MiNIMOMALWWAaLE SEPARATION FROM THE OPENING TO BE PROTECTED.
<br />2- SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE WADS ONLY.
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER
<br />LOAD.
<br />TNT 1 TION IDS F THE HVHZ AND O OF ESSENTIAL
<br />3. FOR S ST S ZONES
<br />O OUTSIDE
<br />FACILITIES IN RS'TM WIND ZONES 1 THROUGH 3: THE'vtA55 SEPARATION
<br />SCHEDL1l - IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE'
<br />PROTECTED OPENMG IS R IRED.
<br />14,
<br />mul^Z"'%""
<br />rPN@KL+ErIN40.00 @E
<br />i Pe`te+TG 14 -A 9a85
<br />MAXIMUM ALLOWABLE rnN6
<br />`•'-f�"" Frame
<br />_
<br />DESIGN PRESSURES:' iti Jl
<br />7o-i a
<br />3'
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: �AS
<br />SCHEDULES
<br />POSITIVEAND NNjEEyGATIVE DESIGN PRESSURES CALCULATED
<br />PER
<br />W.n oz.
<br />SQpAR4ZE EIVG, INrf NG TEN ACW AEMOCE 4MITHTNE
<br />y� p k Nr
<br />G NG CORE �Pi URE UI E E S
<br />RE M
<br />RNI I .
<br />E❑ E IN C RD
<br />WriH ME a. AN GHARi D T RM ED IN AC 4 ANL ER
<br />a
<br />L509 OF THE FL(8R(OA BUfEE I CODE$H LES6 THAN
<br />!rt
<br />0 DESIGN
<br />OR EpVA.L 7O THEE VEORNEDHER DESIGN
<br />PRESSURE G1yPAC[iVM1ESI.IS7ED NEt1ETM1I:FORANY
<br />?
<br />A' <1@�ffi
<br />ASSEMBLY AS SIiOWN
<br />GENERAL NOTES;
<br />Eq�
<br />^�
<br />I. THUS SPECIFr<ATION HA4 BEEN DESIGNER AND SHALLBE FIARiCATEO 3N
<br />ACCORDANCE WITH THE no0FTHE FLORIDA BUILDING CODE
<br />i� a W
<br />SEVENTH EDITION (( Oi FDR LIEETN61dE AND OUT6LOE OF7HE NVH 2, PER
<br />p
<br />iAS 201,203,ArlD 2D3TEST PROTOC4 L5. CVRTRACrOR SHALL INVESTIGATE
<br />AND CONFOR M TO ALL IA<AL.011I CODE Are' E MOMENTS WNICH MAY
<br />APPLY pESIGN ORITERlA 9EYDN6 AS STATED HEREIN MAV REQUIRE.
<br />ADDITIONAL SIT'P-SPEC.IC SEALED ENGINEERING.
<br />2, N033-tj3i INCREASE III ALLOWABLE SIRES$ HAS BEEN USED I N THE
<br />lesli OF THISSYSTEM.
<br />3. THE ARCH1- T/ENGINEER OF RECORD FOR ME PROJECT
<br />2UPERStVCfURE WITH rT1HiCH THIS dESi$N IS USED $HALL BE RESPONSIBLE
<br />=OR THE 3NTE60.ITr 9FA1.L5UPPDRTIHG SURFALE$TO THIS DESIGN WHICH
<br />a
<br />'
<br />HALL BE COORDINATED SYTHE P"IMI 111114g=.1TOR,
<br />9 SEPARATE'StTE-6PECIFIC' SEALE0 ENGTN EERntG SHALL BE Rp IRPD N!
<br />R TE OM LO -� DEFLECTION e 0 - PA S Cc ER Ito pRdE Ta DEV1A FT A 1 . R$ N Ak
<br />IEREIN.<OtiTA.CT'T SPANCALCULATIONSAs
<br />iSEHGIREERFORALTERNATE
<br />4A BE B uIi Y R _
<br />S. TM AILED H E IF Etl R[t J Does'JOT P@ vine
<br />N.
<br />�.' Y
<br />0 J I
<br />INFORMATION FOR A aFEGIFIG E. FOR'51TEGON DITIDNS DL4EREHT FROM
<br />E CO WI OHIS DETAILED HERE1N"A LICENSED ENGINEER O REGISTERED
<br />M In R
<br />AOFJU €CT $H ALLRR' LTE.SPECIEIC DOCUMENTS FpR USE IN
<br />:I
<br />OI. ;C
<br />{W�
<br />THIS
<br />6, DESIGN PRESSURES ruarEri HEREIN AREi ON.MAXIM UM TESTED
<br />61 NC -'Tali L't3Try AES NOTED HER
<br />ata
<br />i
<br />MAY BE INTERCHANGED'AS FIPLn
<br />E MOUNTED VERTICALLY OR
<br />EIN SHALL 9E EMBF_DPFD TO
<br />fLL ALL CONCRETE ANCHORS TER
<br />LETO INSULATE ORP qUi ALL
<br />LA R
<br />PREVENT]ELECTROLYSIS,
<br />D9 D
<br />7 VA LIDATE STRUCTURAL DESIGN AS
<br />iEN NtERCONTRACTOR,FALLCt al
<br />. GIN U FOR A COST & DA iAGES
<br />5N5TRREUS iONl PRFACTICESRRY HD THAT
<br />ri & FEDERAL COOES 6 FROM
<br />1 HEREIN, NO ADDrr10NAL
<br />iEWE DEC.
<br />THFR MART TO THIS DOCUMENT
<br />THIS CERTIFICATION
<br />LABELEdYVSTFI A,j1iN]MUM OF (L) LABEL
<br />VISIT ECALC.tbmfiii 8 o '$fr.1
<br />n]Rw- .Frc A T •-3
<br />d fH1 IJ ,A>- MXl3J-YI
<br />waT larelNEenN❑EXPir>�s calrvsro� � J-I
<br />R❑RAW IONnI.flRN9:1 fDRisbtIE9JLRC1� yul
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />TOP
<br />MOUNT
<br />'B
<br />'gg3j
<br />tr
<br />x
<br />B
<br />�
<br />Bu8doul'U' MaAdar
<br />0"
<br />TV
<br />(P'
<br />23"
<br />2r
<br />2a 7
<br />21'
<br />24"
<br />It''
<br />2a"
<br />2r
<br />IT
<br />2MB a "U" ender
<br />N
<br />r3
<br />d^
<br />28"
<br />2r
<br />Tr
<br />Ir'
<br />24"
<br />27
<br />2a'
<br />21@Sb Sul.
<br />24"
<br />3
<br />24"
<br />2T"
<br />Ii"
<br />3D"
<br />S 4"
<br />T t"
<br />3e'
<br />1Y
<br />33'
<br />Q
<br />aVl ul" b
<br />Mo P'T rt
<br />2a"
<br />2 4"
<br />ZA'
<br />3tY
<br />WB"
<br />b+i
<br />ill'
<br />49"
<br />? 4"
<br />4'
<br />dB^
<br />AW
<br />_
<br />-N'
<br />b3"
<br />" Tr eck
<br />2S
<br />: 25"
<br />iB'
<br />31"
<br />Sr
<br />;tIX'
<br />2Y`
<br />SIY
<br />31
<br />S
<br />C'
<br />Stud M1NAII Ala
<br />22"
<br />22"
<br />.�
<br />iT'
<br />26'
<br />30'
<br />i"
<br />i.
<br />33
<br />22'
<br />2B
<br />ti'
<br />31'
<br />0
<br />Mount
<br />2A"
<br />kt'
<br />30`
<br />de
<br />SD"
<br />I
<br />'
<br />Z4"
<br />4B`
<br />3tl
<br />53'
<br />III' H4adw
<br />D"
<br />a'T'
<br />?3"'
<br />4"
<br />25°
<br />22"
<br />24"
<br />D'
<br />24
<br />23'
<br />2@'
<br />"F' A T-1,2W^
<br />Z4"
<br />2 4"
<br />lrr
<br />48"
<br />SD^
<br />2S"
<br />aa"
<br />24"
<br />48
<br />5D'
<br />S3"
<br />tl 1
<br />aW Rn BI PAn w
<br />:3'
<br />2 3'
<br />2B"
<br />1 i".
<br />3IP
<br />34"
<br /># ,•
<br />}
<br />3D"
<br />28 '
<br />3i'
<br />7
<br />33"
<br />O"Task
<br />14"
<br />28"
<br />26"
<br />ONO t'@r¢Ns AT TOP 'r? WIT- Ai LI.I ii LESS 1IMI 11i h YlIP SN T#" iii aFS ITT
<br />Z NOt51AA4Y ivA,i l'A NE .I U XN PANEL iENtai1+S fa"£R'HiAN'1'+1hF rti!PP3J WR iNeA1t0N NY luB Yen ruP
<br />4E">�ECRYE N@UNnfft"a DOHBTN+ti1DH naDVP..
<br />3 'SIB£ CJz,E IneE Rf^UTAfi. FDH n11 t i+Y},fl MnWYr3 CN TAa3' f 4'"".F. X"I@RE 4INF C[GSL•R. 5 49 k4't
<br />�L r
<br />r A•i i'.' � 1 A f nn PA TI fR
<br />aTr SPT M 90TN �n rrN TN G W'rr4[iuT ?`(LTG+<,.dQLii A+JD 2R$s tS,LS 91) ww !Tw PIANf[
<br />fi ii tn5 x' I, A EN 4 S
<br />aw r, ❑51 r riT TTIPtx,... a'u r- ASP Y< %AMP-5 `aP 35' MtNIMU NC RNE 11 O THE CRMr b3TT AN
<br />Qr$N'fR'.0 6TA1L'K- USTt'K Nur xbtRmMN c;.,MemaNsJ+rrx EN XUV�DPAK41ki.S.
<br />f; 1OPTIONAL INTERIOR FASTENING DETAIL
<br />N,T.S,
<br />nNEL <N6TA _ u�°•
<br />ikrEruoP
<br />. l`! x L-MALY NE,nrPEVY
<br />SI TUU Wlw 5 ER€D
<br />wf rrnerur o I.K
<br />(LLTNrrC"[T}BPi157N HdtJNT
<br />Y e'r. L,sIDN ro AmA6Y'NT
<br />PANni
<br />4
<br />ecrTaM Ter Nt
<br />I t.JNN'rYT'F A;
<br />G�Hh TT£45 E'C 1 4?
<br />1. - � EN<WR ANf Y.PS n:
<br />t'XRAv�rrnilACEEVI4EePE
<br />-M. .
<br />f?15nNG Eno@CeETE. SPAOHw O: tUL: TWc
<br />H+aww moD�. oR - 4ALU{v'@Ycr+,Nalk�itkr
<br />20-31543
<br />rnroD rnMxrN>i sANEL Ri AtOI
<br />aANEt aDrA2.EM T4
<br />I:,n4S4 PANEtx
<br />OPTIONAL EGRESS PANEL DETAIL
<br />M
<br />;>S
<br />INTERIOR FASTENING
<br />L
<br />ARoo.PP
<br />7.990"
<br />r2.zsD,,, o 054 4O.DSo" ypy Yl ayslr,u x Na., h., -
<br />4" 0,750" �,Q94i, E 'ar 1bY'o. �0,625"
<br />-..0 D9o
<br />C N
<br />0,125
<br />�.L25° Q g d
<br />L" " O'hj �.oY .a4
<br />0:094. w TYP, is3 GA ;i.Y
<br />.t19�' 12D" iv u'; TYP
<br />m B -03 G.tl44'.e N '[Yo-2" ` ,D94 mH r+ ij i� M �
<br />0 0S2 7
<br />rtl0.662
<br />�-
<br />�� � �c
<br />N
<br />81
<br />I d 12s• a 9 1.. 3 5. �.f.
<br />02 7 D6a
<br />2 dAo
<br />U O
<br />asz YP S
<br />3.DOO 4 --I 2.O0.
<br />S4 D" I- w 2Aza'I z Do LL77
<br />_. ]:18a" �ANCIF� Lid-PAH CLOSURE /�5741p. ANGLE F rrw'D'Q.=jS
<br />.i2t" �'H" HEADER ...ER. WILD -OUT HEADER (d1 �!" - k a
<br />rat
<br />r
<br />3.380" MAX 3¢ ". A.317" 0, 1 „ Na 16
<br />55• D,37s^' gg $:
<br />0,365"-I 555" 9,19 a-: D046�5"- 0.376"-I I- q3y16
<br />r- 12.500" PANEL COVERAGE �I 0.175"--p�ryII- D•�5'�' D_350 L.oD7° y
<br />' 0.250" n
<br />D-545„ tl.5 4" 0.A50" a cw
<br />_ 14,975" PANELLENGTH
<br />��., ��4 LA PAiff��. ' 11 OfM1ELT1pN
<br />��Y I ` I,
<br />�o;Dao° t-11-D.agD' Fla.00noD9�v`NaMwD o its Does`o.7Lo Ro13s '� (!)
<br />Ira TrP. 7y 0.700• r/L
<br />n ".0-01IT'A TRACK T CX O'F• ANIYfP- IRACX
<br />IT
<br />Dr�1�35L" D Imo.
<br />iI ' + `•b55" Z
<br />-P
<br />urr IDN
<br />T_ {1
<br />,Al2y
<br />r � fn
<br />LLL.II Q � - RL>✓E4tiED. 9
<br />F
<br />aP,an ,yv,LL 4� f ANGLE TRACH tFa`'IENDEDt A.
<br />OVERLAP D R v.0 / i •+
<br />4' MAX f: , LDANE"LflSUAE DETAIL 25" MAX.
<br />-✓-' 0.189'1 '- 1 1 ov . ' _,�25=MAY,
<br />Mi
<br />H ., rt•,n a ILD-OUT LL.I
<br />n r Ia-
<br />a
<br />- E
<br />- Ja ';I.cmlx I;11
<br />DISTANCE r_v Wrut nxr R. F 1 r ur I r,
<br />1 t b 1. x T _gat
<br />R0 air r-rrt 1,DDD' a
<br />ro
<br />JJ = I)21 d ,L. Lb EhxSED B
<br />_ S000° ' , uTI r :r Tex l.p ttr:s- r�L rs. S
<br />-c a.0 c�rsr- s .m 5
<br />OVERLAP Dalll xlJu 3.520'
<br />K
<br />i
<br />MAX
<br />- ti E
<br />() I NpIR 1. n INr ❑r A .a aTui
<br />`.i zs^ Max.
<br />1 ITS
<br />�F
<br />- MIN
<br />J
<br />MIN. J. 1i1❑F! F FT J ,� � L�
<br />J eW thLJ.1�
<br />4❑Oa' -T Y
<br />l
<br />I. t
<br />':1wL{L g tp
<br />ryj_LOhfIERGbStAkF DETNt EhlHk'D i.- -a`+: a,. N .I u N1 'N l,l
<br />TPARTiI]UHT CL96UREDEIWL -, n 4
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS, PANEL FASTENERi 12 5''O,C:
<br />P1°
<br />-
<br />ffirm
<br />.
<br />�NE3�S�1�aFSWIaNERIE
<br />RE�l�1r��.
<br />Yyy�alaaa.,��
<br />�e
<br />Inn
<br />mm
<br />MIM
<br />r,
<br />/.mil/
<br />:
<br />/
<br />/%�
<br />' %01
<br />INN
<br />/i it
<br />i///,
<br />//i
<br />l r/
<br />�T9�i//✓�/./'�®ii/,i//ice%/-rv//%
<br />-
<br />e
<br />-
<br />ttai6'eLCL'LraWriE�EE
<br />E�
<br />VIM
<br />1=
<br />ME
<br />=
<br />i
<br />• " •'
<br />m
<br />�
<br />®®lima
<br />i"I
<br />mini
<br />pp
<br />��I
<br />I .
<br />i.
<br />Mez DE4GN
<br />AaONQA PRESSeRE
<br />TYPE l5F
<br />P l l P 190=1
<br />i:RNI IW IIf t-It'
<br />a:vnNNP li) IILF-.Ilr
<br />CatlN TYPE@
<br />C
<br />ODNp T1TE
<br />C 2 4
<br />GONN TYRE
<br />'3
<br />ll'c 2• EM8® Sri
<br />4t- F - 41
<br />rqr R W
<br />q--�� 4B
<br />H---fwaa�l''vP 52
<br />72
<br />12, 5
<br />i 0 S60'
<br />i09"
<br />2.
<br />1 S
<br />T 60'
<br />16D 73
<br />125'
<br />16o iE 67'
<br />A
<br />TITS
<br />+8 0 S6.p'
<br />eB
<br />1 .5"
<br />2
<br />1 6 p'
<br />Il b:
<br />li 1
<br />]3 S'
<br />a- 148 D❑"
<br />o D
<br />12.5
<br />1 0 1601,
<br />7 $
<br />12.5,
<br />160'
<br />147' 6A
<br />12,5- _
<br />LBO 147 0"
<br />i2.5
<br />12 +b
<br />p' ib
<br />1 0
<br />]b 1 7
<br />❑ a' "
<br />69
<br />Bp
<br />TITS"
<br />1 5"
<br />2
<br />160
<br />1 ❑
<br />b
<br />1 6
<br />-0 7 .❑
<br />147' b,❑
<br />32 S
<br />'124"
<br />SEn 147 1.1"
<br />1A¢ 3417d'
<br />e 11x1 rI'MrIO
<br />U a3
<br />OUDaC 4
<br />W nEW 1
<br />#a
<br />sz
<br />R
<br />12,5'
<br />1 BO 160'
<br />10]
<br />12 S"
<br />itr0
<br />121' "...D
<br />]2 i'
<br />6.CI08 62:'
<br />I
<br />TITS
<br />1 A 191"
<br />81
<br />125'
<br />1 Bo
<br />9 3-6
<br />7
<br />12 S'
<br />1E0 97 Sfi"
<br />i.3
<br />2,9
<br />Is.g
<br />ji
<br />IS1L0"
<br />goal T"
<br />4150s46 1
<br />7 0
<br />64
<br />S.b °
<br />12'S"
<br />12.5"15o
<br />12:5"
<br />160
<br />16 0
<br />96 36
<br />R.s^ s.a
<br />9.6" $A!
<br />]2 4'
<br />12 s"
<br />12 51,
<br />la 9 S6"
<br />P 6'
<br />TAD 91 s.s'.
<br />ii5xi"
<br />4" A I-Ve [Mertr 33
<br />TAP 5' 41
<br />CR1P'PFA
<br />49
<br />.0.41mosom SL
<br />7z
<br />1-1:5'
<br />]rolllEroll 16,011'
<br />12:91
<br />SiloViloll
<br />115"
<br />12 5"
<br />ISO J0.2'
<br />1 .,,5
<br />Ifs 3
<br />0 4 ,3
<br />12: $
<br />i6 0
<br />B 2"
<br />126`
<br />$.2":
<br />1SrR ,WoAl
<br />1IS
<br />16D It,4'
<br />12,5P
<br />160
<br />91^:
<br />123
<br />Y60 9,t.°.
<br />L2 51
<br />12B
<br />16.0 las'
<br />1 41"
<br />12.5"
<br />:
<br />aS"16o'9
<br />1 0
<br />9::1"
<br />"
<br />2S"
<br />1 ,3
<br />360' 91 "
<br />b ¢ 41
<br />714'x"6"= EEp
<br />/ Ef1 .,?
<br />:I di
<br />All YIFin HtlttH"
<br />Fit
<br />W p tllG N5H rta
<br />5 E
<br />"'^^"• 72
<br />t5
<br />2,
<br />160 86"
<br />7 3
<br />12
<br />z-5'
<br />15S
<br />6.0' S.1"
<br />12 S'
<br />1G® S8 a.5-
<br />>-2s
<br />1so' To"
<br />ss
<br />xz.s"
<br />12s
<br />4 .a^ 4,1"
<br />5.25'
<br />az4 ae 41"
<br />f2,5
<br />154' -.91'
<br />S
<br />5. 0.
<br />6. 5'.
<br />2
<br />123'
<br />a.7" d: 0
<br />6 .25'
<br />123 a. " 4.0".
<br />iZ.S
<br />�' S "
<br />1d2 .S
<br />4T
<br />2"1a3
<br />6. 5
<br />4 J a:❑'
<br />6 26"
<br />123 4.❑"
<br />4F
<br />fi25'
<br />12.3" A7"
<br />9.❑
<br />B:25'
<br />123'
<br />a.T" 4.p'
<br />625"'
<br />123 4:' 4.p"
<br />ANCHOR NOTES:
<br />L ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
<br />DES
<br />MAXIMUM ALLOWA LEAN LHat SFCI G. MAXIMUM ALL0 ASPANSA AND ESURES INDIC
<br />ATED
<br />IN SPAN SCHEDULE SHALL APPLY,
<br />ENTER ANCHOR SCHEDULE BASED ON. PANEL FASTENER SPACING THE EXISTING STRUCTURE
<br />z G
<br />MATERIAL, IS ANCHOR TYPE - 56-EC'f DESIGN LOAD GREATER THAN 9R EQUAL70 NEGATIVE DESIGN
<br />L ON SH ER AND SELECT SPAN GREATER THAN EQUAL TO SHUTTER SPANSELECT
<br />LOAD LTTT PA T N [7R R
<br />CONNECTION TYPE BARED ON APPROPRIATE MOUNTING CON�'6TTTOIV (SEE MOUNTING DEI'A1L5 ON
<br />SHEET 2 FOR.IDENITIFICATION OF CONNECT ION TYPE).
<br />3. ' PANEL FAS7ENEP.5'ARE STUDS USED IN LON]UNCTION wrjH ALL MOUNTING EXTRUSIONS
<br />"' TRACK STUDDED ANGLE LTG USE5.73'OC PANEL FASTS ERSPACSNGTABLE VALUES FOR.
<br />tF N V
<br />ALL"H°-AN4 "U"-HEADLERS HN0.UOSNG t31IiLD0UT LaNbiTION$}
<br />7 NINAU EMDEDMFJN GE 5T E Ex WE557UC ODFOAM BRICk AND TH WALL: l3NIENES mV'ALL FTN35H ES 5[:1ALL BE Ur41TC2?TCT LTA MA#OR SHRLL BE VERIF1Eb 8Y DINERS t0
<br />N r AD TELY TRA SEER LOA[i570 HOS STRUCTURE
<br />8, CONCRETE
<br />CRETE ANCHORS NOTED HkE1NS ALBE EM-BEOPT.O TO N�CCKCf.
<br />NGRETE '
<br />LY
<br />I. WHERE EXISTING5TRL5 WOt7FRAMING,]EXISTING CONDITIONSMAY VARY, FIELD
<br />VERIFY THAT fiSTENERSAIEINTOAG ATE WOOD FRAMING MIEMBERS, NOT PLYwOQFASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR 510E CLOSURE PIECE,
<br />10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMINGI,FASTENER SHALL BE LOCATED GCENTER OF NOMINAL T X 4" (MIN) WOOD STUD (t" EDGE DISTANCE 15 ACCEPTABLE FOR WOOD
<br />FRAMING), WOOD STU 1) SHALL BE"SOUTHERN PIN€°G=0:550R GREATER DENSITY. LAG SCREW
<br />SHALL HAVE PHI PAN HEAD OR HEY HEAD,
<br />11 REMOVABLE ANCHORS ARE DE�ALT PANELMATE ALL -POINTS SCUD-S -ET a BRASS BUSHING
<br />RE A
<br />!3. F/1ACHLNE'S'J@EV5 SHALL HAVE 1 - " HSMUM ENGAGEMENT OF READS INTO E BABE
<br />v /2 MI THREADS THE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, DR WAFER MEAD (SIDEWALK BOLT) U.N.O.
<br />13. MMIMVM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES.
<br />1.4. � DESIGNATES ANCHOR L"ONDI ION5 91HICH ARE NOT ACCEPTABLE USES.
<br />15. �C DLRECT MOUNTING GAND1710115_
<br />16 LINEAR INTERPOLATION IS NOr PERMITTED FOR USE WITH THE ANCHOR SCHEDULES L35TEi
<br />THIS SHEET.
<br />I
<br />a --A
<br />N
<br />N
<br />Cn
<br />Ca
<br />2
<br />a --A
<br />U
<br />-
<br />Q-
<br />0
<br />ca
<br />(n
<br />(QiiiiiFn
<br />O
<br />0
<br />O
<br />O
<br />Cx
<br />O
<br />W
<br />O
<br />III
<br />U_
<br />i
<br />CIO
<br />cTC
<br />O
<br />N
<br />�
<br />L-
<br />�
<br />I
<br />�AJ
<br />4'1"�•
<br />.�
<br />'-4-
<br />vJ
<br />rQ1
<br />Q
<br />Z
<br />Z
<br />W
<br />J
<br />N
<br />ciii
<br />CL) 'SJ
<br />C111,o
<br />W
<br />•
<br />1S r' i
<br />O C.)
<br />C�
<br />'G /n ill
<br />C LL p`
<br />EO C
<br />C CV L
<br />C cc
<br />CV Y
<br />aE
<br />y
<br />� O
<br />C
<br />cD •�
<br />m
<br />• V A1X
<br />C CM
<br />N r
<br />C
<br />� O
<br />a �
<br />Cn
<br />W
<br />v I
<br />�r V
<br />O
<br />L
<br />c-
<br />0_
<br />tU
<br />eO
<br />i
<br />0-
<br />W
<br />W
<br />LE I
<br />c
<br />C
<br />z
<br />Z
<br />Q
<br />^J
<br />SHEET NO.
<br />SH 1.5.
<br />
|