|
Ezi ,
<br />j1a/1a
<br />Ez_iw ,,,C„ORS
<br />(SEE SECTION EZ7 a ALTERNATIVE EZiw as sMEEr is)
<br />--,3" Max. !• Max.r••-
<br />�I'
<br />Min. �7' Wan.i
<br />r tSEs WE 2} � � 2) ,
<br />NOT
<br />&li8'O ALUMINUM j� _...
<br />~^" � LAST PANEL(D TO BE INSTALLED A7 EACH OPENING Si+ALL ALWAYS BE
<br />PROVIDED Wf REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED
<br />TO BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />APT 2 PERT
<br />(n�w�)
<br />Box
<br />L. (i ), €-Z HANG STORM PANEL SYSTEM
<br />(END PANEL) (INTERIOR PANEL) (INTERIOR PANEL) (INTERl1R PANEL) (END PANEL) � MAX. I CONSISTING OF PANEL + Cont. TRACKS TOP &E BOTTCM-
<br />SEE NOTES 2. 3, 4 1 #¢#}{ 4 tt p SEE NOTES 2, 3. 4 ;_ (2). END PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK
<br />OTHERWISE A STOP BARi SHALL BE PROVIDED AT TOP OF SUCH
<br />1111 j Ij{ ' PANEL LENGTH
<br />1 - - 1 END PANELS ARE TO BOTTOMS,W/ TRACK" CONNECTION
<br />(3).
<br />.. _f S 4'0-2 .3
<br />� - _ . SHALL CONSIST 43E Tf4'F 20x3f4 N.S. W/ 7f8"4X3f32" WING
<br />I • 4i I
<br />7
<br />I aoLTm PANELSr 1/4a-2DKi NUT OR i/4'vW4' Win THUMESCREW INTO TAPPED BOTTOM
<br />�W/
<br />€ SS..TS W/tLy p E'A. OVrEAtM ; TRACK. LOCATIONOF FASTEN-RS MAY BE AT EITHER OF TWO
<br />(SEE,OS MPLIGBIi) EXTERIOR FLAT PLUNGES OF ENO PANEL.
<br />�--.
<br />ICTR)NS
<br />J L--LIJ I
<br />-_1_!-1-=i7-I-._'L
<br />-.
<br />F (4)_ IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />• .._. .. _ .. _ I.ys3 -= _ -._ TRACK (i.e. A STOP LIAR 15 ONLY USED AT TOP) AT LEAST TWO
<br />- -' -_ - 1 ;. PANELS SHALL BE CON7�CTE0, TO BOTTOM TRACK USING SPECS
<br />TT-ITIa J17TIF
<br />t % INDICATED ON NOTE (3) A90vE. IN SUCH CASE, CONNECTION OF
<br />JJ_LIL lJ_LI JJILIJJ_L�L J1LL�JGLL1 t1tiJJ_LLJ,J_1 4i-I 1 1 1-1J S __� __ _f PANELS TO BOTTOMTianOR MAY OCCUR A7 ANY PANEL LpcATwN.
<br />SEE NOTE
<br />..,.I 3' Mix. �.. 1'
<br />i' Na..LSE£ �� °SEE 1' uln. •' INSTALLATIONS ONLY VALIF7 FOR WINO
<br />NOTE 3 T `taOTE 3
<br />L'✓WJ� SPEED UP TO 170 m.ph.
<br />ANC MORS
<br />---- -(SEE SECTION EZI & ALTERNATIVE EZ1W ON SHEET 18)
<br />EZIi18,
<br />EZIW/18
<br />all'I ELEVATIONR SERIES ZQQQ- SYSTEM M
<br />SCALE: 3/32"=1"
<br />'
<br />I/4' Max, GAP
<br />2-687'(Wk OVERLAP
<br />.1 WHOLE
<br />MAX. GAP Q ____ ro
<br />SECTION A -A 1RIIII0.IPHT,
<br />SCALE: 3/32"m1" f'Y
<br />V� ASP
<br />\LT}
<br />FLORIDA BUILDING CODE III High Velocity Nor Gone Tune
<br />r .2m TOUXI, RNI 24 SAGE GALVANIZED STEEL STORM PANEL r r.
<br />f 0.44167 s DRNe On..
<br />A - ILL E C. O 1114e. GLOM PROTECTION PRODUCTS. LLC. °T�DAT ,
<br />a STATE 0
<br />480a S.w. 61 3SnI
<br />31.
<br />'rQ'' fLORIOP . Ax..� wzt. �aarrr O n D:Wa. FL sDu 20-175
<br />..... '• .t`4 H,.,. tR1 u m,_,m. LsssXm-Ts4s, rA . tse+;aeE-eT aaww,; ft
<br />r P4�w+ sx mr,Y'w ..nr
<br />j(J G-06tffi7Fe
<br />rrr iiilrmnniL waTE3i A TAErf x.., P,1. iT'• '~ sxm rr Or ib
<br />.+ a
<br />ENGINEERING
<br />ENMINEERIN13 EXPRE80
<br />PRODUCT EVALUAT113N REPORT
<br />September 15, 2020
<br />Application Number: 17869,11 - R2
<br />,.-
<br />EX Project Number. 20.31543
<br />Product Manufacturer, Ali American Shutters and Glass
<br />Manufacturer Address; 1540 Donna Road
<br />West 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 requirements of the Florida
<br />Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter
<br />81G20.3.005, FAC., for statewide acceptance per Method T(d). The product noted above has been
<br />tested and/or evaluated as summarized herein to show compliance with the Florida Building Cade
<br />Seventh Editicn 020 and is for the purpose Intended at least equivalent to that Mired the Code.
<br />(2 ) p rpos e9 required by a od
<br />Re-evaluation of this product shall be required following ped€nent Florida Building Coda modifications or
<br />revisions.
<br />Substantiating Data:
<br />. PRODUCT EVALUATION DOCUMENTS
<br />FCC drawl #20.31543 titled "2 a Galvanized Steel Storm Panels HVHZ & N " shoots 1-5 rig 4g ( on-HVHZ} ,
<br />prepared by Engineering Express, signed & sealed by Frank Bennardo. P.E. Is an integral Part of this
<br />Evaluation Report.
<br />. TEST REPORTS
<br />Uniform static structural porfornlance has been tested in socordsnce with TAB 202 last standards per test
<br />repo t(s) #BT- S -17.001 by Blackwater Testing, Inc, .
<br />Large mle Impact resistance and cyclic loading performance has been tested In accordance w€ thTAS
<br />201 and TAS 203 test standards per test report(s) #ST-ASG-17-001 by Slackwater Testing, Inc.
<br />. STRUCTURAL ENGINEERING
<br />StructureI engineering calculations have been prepared which evaluate the product based an
<br />comparative and/or rational analysis to quality the following design criteria:
<br />1. Maximum Allowable Spans
<br />2, Minimum Allowable Sperm
<br />3. Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM 0 ENGINEERINGEXPRESS.COM
<br />ENGINEERING EXPREss.t OM
<br />ENGINEERING
<br />Page 2 of 2
<br />All American Shutters and Glass - 24ga Galvanized Steel Storm Panels
<br />No 33% increase in allowable stress has been used in the design of this product.
<br />Separation from glazing Is not required for installations outside of wind zone 4 and essential fadlifies-
<br />Impact Resistance:
<br />Large Impact Resistance has. been demonstrated as evidenced In r s and Is
<br />accounted For in the engineering design of this product. previously Rated test rl ( )
<br />Wind Load Resistance
<br />This product has been designed to resist wind loads as indicated in the span schedule(s) on the
<br />respective Product Evaluation Document (I.e. engineering drawing).
<br />installation
<br />This product shall belnstafled In strict corrlplanco with its respective Product Evaluation Document (I.o.
<br />engineering 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 (Le. engineering drevrhg).
<br />Limitations & Conditions of Use:
<br />Use of this product shall be in strict accordance with the respective Product Evaluation Document (I.e.
<br />engineering drawing) as noted herein.
<br />All supporting host structures shag be designed to resist all superimposed loads and shall be of a material
<br />fisted €n 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 Permanent1Yinstalled shall be Protected against corrosion contamination, and
<br />other such damage at all fimes.
<br />This product has been designed for use within and outside the High Velocity Hurricane Zane (HVHZ).
<br />Respectfully,
<br />,F* n
<br />S
<br />Frank Bennardo, PE
<br />ENGINEERING EXPRESS*
<br />#PE0046549)Cert. Auth.9985
<br />160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM 0 ENGINEERINGEXPRES5.COM
<br />ENGINEERINGEXPRE5S,COM
<br />IPAlik M-NNAH k1"'
<br />sn-al,PSedA CO. , - .r
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<br />J'r .7Ci1 'tfu1 CCRINGlTLDDft MOUNT SCCIION rC� O,D.
<br />P° "°.; rl .1 ., c nine ..m glv xa[ �. mi,
<br />I TAl'.e C H_LL _
<br />1 LLI UIL o 4 .x 11'- ! f H
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<br />ICI nr. I F-,L:• 'Y .. J N L'.. .:,n('F- R _i V Lu tv _ M_r i e[
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<br />ZT.7 iso +.:I„l.Ar-Ur 20-31543
<br />'T:rT•i4 .e -
<br />- ,.. n .AteE oeeeleroTwNe
<br />� K OPtID IJAL TOp BOTTOM CLOSURE 0 AIL
<br />ir-1 YI�'z LL rixry-ta F i'.Y Lr E� p HT PF
<br />RI_v .. n..l• IWNJ HK,M lax -
<br />•E !"1 `i• )n uri I NuFlu. eH
<br />MIALLATION MAILS EQR SERIES 2000 E-Z HANG STORM PANE
<br />INTO POURED C01QRETE. CONCREIE BLOCK AND WOOD STRUC-ZURES
<br />TINO
<br />COI'ICRREETOD
<br />At N4CH'LOR 0 I
<br />2O-C,REQUIRED.
<br />i €
<br />I""" 14.1" HEX HEAD TEX WOOD 1�1, { % TEX
<br />/' 1/ HEX
<br />TANCHOR
<br />0 112' O.C, . _.."fSCREW IF � .4' .FROM VZODRE6 '� , %I 'W '' , �., SC'RkTA' 4�FROM
<br />. _ir'j EDGE OF ( % 27 EDGE OF I
<br />` 1 :.: �-.'(T
<br />r
<br />f� ( ------------
<br />0.
<br />atK.Ts1WA4'b
<br />o- [r.'tluElew
<br />0 ; 1 `2.
<br />C1A55--€II- P .�. AWARATION-
<br />MN3L4r i '-STO ORAW. 1 I ..-Ai"LAbNUM POP
<br />u I 1 RIVET i 1T
<br />I
<br />ss awe w p `' I MAX. lfai-2m+• n I GI
<br />MAX.
<br />PANEL LENGTH PANEL LENGTH
<br />it -41..7!/4i"sL-aaK2"
<br />1'O Gt/Sfi,AS, 4 ij-- SEIPARATION'. i
<br />n 1 ---R.,/ f n To CL+55, TNUNI85CREW sox
<br />OF L"
<br />j
<br />11 I 4.e_C2" fJF 1' p 1
<br />( THUMBSCREW p 1 I
<br />" rri ----
<br />E.� 1 1 i - h
<br />! -
<br />J i�����
<br />tfr 1 1 1I 0'
<br />1/4'e TAPCON ANCHOR
<br />L °I 2"' WOOD
<br />1/410 TOCON ..-�` ENTERING POURED
<br />ANCHOR 0 12' x4
<br />ET£ LATE
<br />O.C, CROR ` E
<br />! R
<br />•''r CONCRETE BLOCK
<br />REOilBtEO. V
<br />WALL MOUNTING
<br />SECTION EZt bLIE (F-EZ1W
<br />SCALE 3/8=1" SCALE 3/8-1'
<br />HiMlrrpekrrW
<br />+1'YiEN"`
<br />�i FLORIDA BUILDING CODE Nap High Velocity Hurrcone Zone
<br />MIN, PANEL €.ENGTH x
<br />s D, 44 E ozmro Ar zo, al r P.
<br />1. INSTALLATION ARE ONLY VAUD FOR L AS D. DESIGN SHALL BE 2'-6' - 24 CASE GAi.VANIZEO STEEL STORM PANEL
<br />PRESSURE RATING +/- 40.0 p 8t. AND 6'-0' MAX - - �. OrhP/rOTO
<br />o . STATE (� C GLOUL PROTECTION PRODUCTS, I.I.C. m4E.
<br />� - INC.
<br />PANEL LENGTH. VI
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD Q„(: -• ()Rl0 -* 1xEyr ue. t ExmisC4aFn 1XHTANT +ma sw, o-F s7141T
<br />R.1, a4, � a. R faaw A.ICaw. n aF,r PLMC n, ss3u 20-175
<br />MEMSEBM TO BE SOUTHERN PINE No 2, WJ SPECIFIC A �+( •.-'��i A �•� rw.:Iasi a, -Tara rm, _ Ter+ -.sr r+tu+i: is5e)am-r�+a rAx taa.)ew-s»T
<br />DENSffy OF 0.55 OR EQUAL hr E%�=mM1L1 "MCA-Dacattla +"" i°a"'" -""r "*" 'Q'""" '�' Hill,- YrriliON6iNJSWN'RUAEIaAlE
<br />WAL717r A ntur h., Pt.
<br />4di eT SNA7 18 Or ib
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS CHVHZ & NON-HVHZ
<br />TOP MOUNT
<br />TYPE AS
<br />1 f
<br />BOTTOM MOU NT € ) N
<br />(CON N TYPE AS ♦1
<br />REQ'D) y
<br />`1R0`341"
<br />MAY BE AT T � 1 0.375"
<br />a BOTTOM
<br />1 TYPICAL VERTICAL MOUNT ELEVATION
<br />1 i.Ts, ELEVATION
<br />TOP MOUNT
<br />(CON'TYPE Lmax
<br />AS REQDJ (SPAN ABOVE
<br />-OBSTRUCTION)
<br />BOTTOM
<br />j OUNT
<br />. (CONNTYP
<br />® AS REQS)
<br />O
<br />m
<br />Y=
<br />OBSTRUCTION
<br />E (LOCATION MAY VARY).
<br />i-C
<br />mP Z TOPMW NT
<br />(CONK TYPE
<br />AS REQ'D)
<br />BOTTOM MOUNT (CONN L-
<br />ax
<br />TYPE AS RBQ'D) (SPAN BELOW
<br />'OBSTRUCTION)
<br />IIIINELSMAYSENOTCHIIIASREQ RED, OPTIONAL 21DSTITCH
<br />PROVIDED THAT CONNECTIONS AND BOLTS WITH WASHEfIED
<br />ANCHORS ARE USED WHICH SATISFY WINANUTS FASTENED
<br />SPANS ABOVE 8 BELOW OBS?RUCTION OVERLMS M MIDSPAN (USE
<br />APPROPRIIATE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />1 N.T.S. ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS.
<br />MU4IMUM STORM PANEL SEPARATION FROM GLASS
<br />(HVHZ, WMO ZONE 4 & ESSENTIAL FAOUTIES)
<br />MAXIAIUMT
<br />DESIGN 1 ALLOWABLE
<br />PRESSURE CSPANtL-NI
<br />{PSFI
<br />INsTALATKNS LESS I S7AUATONS RFAT ER
<br />THAN 30' ABOVE GRADETHAN 34' ABOVE GRADE
<br />y-Ba I30.0In
<br />806 n 216 n
<br />+1-35 130a In
<br />061n 2 16
<br />a
<br />P s o 33b to
<br />MSG 30A In
<br />( 1
<br />i-5s I06.6 in
<br />sL
<br />6D6'In 21 n
<br />-O62n
<br />6N 161
<br />6D8 2.35 in
<br />•P-6o 83.2 1n
<br />fi OB in 2.53 In
<br />+l_rs 59.81n
<br />6.11 in 2.72 fn
<br />+y-76 MA In
<br />1,11 In 11111
<br />+/-72 27,01n
<br />1 6.3310 2.981n
<br />iPAN 5CHEDULE NOI[tb:
<br />1. ENTER SPAN SCHEDULES WITH NEGATIVE
<br />DESIGN LOAD & PANEL FASTENER SPACING TO
<br />MAXIMUM ALLOWABLE STORM PANEL
<br />DETERMINE L UM L
<br />SPAN. 5CHEDULE IS ACCEPTABLE FOR USE WITH
<br />POSITIVE LOADS LESS THAN OR EQUAL To
<br />NC'C,ATNE L1E'S1GN LOADS.
<br />2. 'PANEL FASTENERS ARE STUDS USED IN
<br />CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />0'C.TRACK, STUDDED ANGLE, STAB USE UeS
<br />O.C. PANEL FASTENER PACING TABLE VALUES FOR
<br />S
<br />ALL "H"- AND '`HEADERS(INCUJDdNG BUILD OUT
<br />toNolnans).
<br />3. NEAR N BETWEEN LOADS IS
<br />U INTERPOLATION POLA O
<br />ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD.
<br />GLASS SEPARATION NOTES:
<br />L ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED-
<br />2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY.
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER
<br />LOAD.
<br />INSTALLATIONST F THE HVH AND O DEN ESSENTIAL
<br />3, FOR OUTSIDE Z OUTSIDE OE.
<br />FACILITIES INASTM WIND ZONES 1 THROUGH 3, THE GLASS SEPARATION
<br />SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATIONFROM THE
<br />PROTECTED OPENING t5ROQUIRED.
<br />FiLANK8011-0p PE
<br />PED`!IGSM9OA >t86
<br />MAXIMUM ALLOWABLE °1q„k„;;
<br />DESIGN PRESSURES;r°r&
<br />" ""
<br />- �a.g"/ I6-I
<br />7Tn
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES' I SCHEDULES
<br />Ia op
<br />POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />FOR 15E WITH THIS SYSTEM SHALL BE DETERMINED PER.
<br />$EPARA ENG INEERING IN ACCORDANCE WITH THE
<br />GOVERNING CODE PRES5URE.RE UIREMEMS
<br />DneRMINEb IN ACCORDANCE -WITH ASCB 7 AND CHAPTER.
<br />LED' OF THE FL" A.11111 N' CODE
<br />SHALL BE LESS THAN RID I D L
<br />_
<br />5..4
<br />ORE: UAL TOTHE P051TIVEOR NEGATIVEIN FOP,
<br />qq 7 RA PRESSURE'C
<br />Y Y"
<br />AL ES LISTED ED HERE N FOP, N A L V U
<br />�- to
<br />3; z. a�
<br />.PACT
<br />ASSEMBLY'AS SH04'!N,
<br />m
<br />t .1 ry
<br />GENERAL NOTES:
<br />Ci
<br />E
<br />a 1
<br />TNL6 SPECIFICATION HAS BEEN DESIGNEDAND SHALL BE FABRICATED IN
<br />'', wW
<br />ACCORDANCE YYITH THE REQWMMENTS OFTHE FLARIDA BUILPIWG CODE
<br />EV E1rTVi EDITION ((2020j FOR USE INSIDE AND OF THE PER
<br />1i � W
<br />C O
<br />OUTSIDE HVHZ,
<br />m& 201, M AND 203 TEST PROTOCOL$. CONTRACTOR SHALL INVESTIGATE
<br />2. LID D3 L/3°m INCREASE IN ALL0IVABLE:STRESS HAS BEEN. USED IN:THE
<br />DESIGN FIS7EM
<br />TNIB 6
<br />3, rHEARCHITECTIENGINEER OF RECORD FORTHE PROJECT
<br />SUPERBmucruRe 4'UITH WHICH THIS DESIGN IS USED SHALL at RESPONSIBLE
<br />FOR THE INTEGRITY'OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH
<br />0
<br />p,
<br />SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR
<br />4. SEPARATC'5RESPKIFIC'SE0.LEO ENGINEERING SHALL BE REQUIRED IN
<br />Z
<br />'F8
<br />ORDER TO DEVIATE FROM LOADS. DEFLECTIONS, oR SPANS CONTAINED-
<br />HEREIN. CONTACT THISENGINEER FOR ALTERNATE SPAN CALCULATIONS AS
<br />PLAY Be RE UIRED.
<br />4
<br />li
<br />THE SYSTEM
<br />E HEREIN IS GENERIC AND DOES PROVIDE 5. L R
<br />y e
<br />ASPS DIFFERENT FROM
<br />INFORMATION FOR a AILED H SITE. FOR SITE DO rI ENGINEER
<br />IN EER
<br />SOETAIRE
<br />W
<br />ATHE RCHMTSH SHALLSITE USINNREGISTERED
<br />ARCHITECT SHALL SPECIFIC
<br />PREPARE DOCUMENTS FOR USE IN
<br />DOCUMENTS
<br />FF
<br />¢ -
<br />yN
<br />e==
<br />H THIS
<br />CONJUNCTION,DEWAH THIS DOCUMENT.
<br />6� NOTED HEREIN ARE BASED ON MAXIMUM TESTED
<br />d
<br />o m:
<br />V ' DPRESSURES
<br />PRESSURES DIVIDED 9Y A 1,5 SAFETY FACTOR.
<br />7' ALLFASTENSSTOae i'-yet.,OR0ReATERSAEGRADIIUI1lE5S:NOTED
<br />LA
<br />OTH ERVIISE, FASTS. ERB: SHALLBE CAD IUM-MATED 4 OTHERWISE
<br />OR OTHERWISE
<br />CORROSION
<br />.•+
<br />-RESISTANT MATERIAL'AN69HALL COMPLY SPECIFICATIONS
<br />FOR ALUNI eY THE' ALUMI
<br />Q
<br />STATE, CODES,
<br />APPLICABLE FEDERAL, STATE, LOCAL CODES;
<br />INC., & ANYAPPLICABLE
<br />ti 3
<br />TEELOR
<br />B. ALL STORM PANELS SNALLBE246A STEEL, [¢0024'
<br />4
<br />TO ASTIA U TY
<br />LU
<br />9. STORM PANELS SHALL CONFORM A6S35TRUC.TURAL A
<br />Q
<br />STEEL G M =48.S KBI,
<br />FY
<br />1.61
<br />ALUMINUM EX U51ONS MALL BE606I
<br />30. ALL ALUMINUM EXTRUSIONS SHALL BE606}T6 ALUMINUM ALLOY,
<br />UNLESS NOTED OTHERWISE.
<br />TOR & aDDQTAT DETAILS SHOWN MAY BE INTERC HANGED AS FIELD
<br />Q
<br />CONDITIONS O]I,TATE, PANELS MAYBE MOUNTED VERTICALLY OR
<br />CO
<br />J
<br />STEfI ERECTIOr4, &CONSTRUCTION PRACTICES BEYOND THAT
<br />, FOR BY WCAI, STATE, & FEDERAL COOPS b FROM
<br />THIS PLAN
<br />_XPRESSLY PROVIDED HEREIN, NO ADDITIONAL
<br />OR AFFIRMATIONS ARE INTENDED
<br />15, ADDITIONS, OR OTHER MARKINGS TO TNIS.DOCUMENT
<br />TO AND INVALIDATE THIS CeRTIF]CATION.
<br />,LL BE PERMANENTLY LABELED WITH A MINIMUM OF (1) LABEL
<br />)RIBA. PRODUCT APPROVAL NUMBER
<br />cciTiR
<br />rIRMNK
<br />20-31
<br />VISIT ECALC.10131643 $�.©
<br />F R3 J R,C LT 3
<br />;I P
<br />Yfar EYGINEHIPIDEXPRBfb CDWbTOBE
<br />FDRAW RePnAi9 .-Ess
<br />n
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />TOP
<br />MOUNT
<br />MI'li
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<br />J,
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<br />I
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<br />°iP Heaslar
<br />0`
<br />O"
<br />2
<br />22'
<br />24"
<br />24"
<br />23"
<br />28"
<br />8.011 Head.
<br />0'
<br />Cr
<br />0'
<br />2r
<br />4"
<br />2V
<br />22"
<br />24'
<br />Or'
<br />24"
<br />23'-
<br />2r
<br />2x3 &'U" M NMilN
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<br />0"
<br />23"
<br />24"
<br />2V
<br />22"
<br />2
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<br />24"
<br />23'
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<br />2V
<br />23"
<br />23"
<br />11"
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<br />tT"
<br />30'
<br />23"
<br />30'
<br />11"
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<br />auNdnut "F'Treck
<br />24'
<br />24"
<br />24'
<br />30'
<br />48'
<br />SO'
<br />2&"
<br />g
<br />Track
<br />2S'
<br />a5"
<br />87'
<br />64"
<br />D
<br />3P'
<br />i
<br />Stud N
<br />22"
<br />2r
<br />22'
<br />11"
<br />29'
<br />39"
<br />O
<br />DraAMoud
<br />24"
<br />24 ^
<br />24`
<br />30'
<br />41'
<br />STP
<br />29"
<br />48'
<br />24'
<br />4C
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<br />2 4"
<br />25'
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<br />24"
<br />24"
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<br />48"
<br />60"
<br />28"
<br />4 r
<br />24"
<br />4W
<br />9/Y'
<br />Sr'
<br />S GN
<br />23"
<br />23'
<br />23
<br />11"
<br />3D"
<br />31
<br />lF
<br />37
<br />23"
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<br />I,.
<br />33"
<br />'C'T ia4k
<br />28°
<br />2&"
<br />2r
<br />33"
<br />33'
<br />S;
<br />S.i"
<br />28"
<br />ST
<br />L,. Ana TWN qA wxe M IPA M µL' imHE LESS Thl'AtY THOSE NOTF%r FN TR"4P ABOVE ARE rWT DNDmON6 A TOP BaITDM. N¢ lEN at.
<br />N45a?"GLAIN l;aMal-IS, ove.A WHEN PkNBL LEHGfli is GAFFTEA "MAN THAT ND'n!D WR
<br />R6N-iPPfnvE HDuwnNG crnrelNAnDH ABOVE.
<br />3EV WT,1LDSUREB R U7 G CONVITKINS, MQUIRe ra IN ILATI N MOM N,HERE fi L W PER
<br />ARE T'
<br />Y5E0 WITH MPLIES T EE 071122 fO ITH OR W REWIRED SEPARATION MOM GLASSPRa S, & � PEA WITH
<br />PA 'i•
<br />4. INER 0,1 a`Tp BO o.. {WTnI Dn WRHWr LTrTUI BOLTS} blip NgA PANELS, B BOTH WITH PAH'et
<br />PASTENERS 9Y lI 6 DA 6.35. O.0
<br />a. PAPIEL6 MAY SPAN I6- MiNIHUw U9NG OrsF f I) tV 1HE OPRO7W. T(x+OR BOTTOM C'lO6URE5 PHl
<br />Ail'k' u63�ANY MOIprTiNO mIXi SHOWN iNT+lESE tMAWfMGS. OPENING IPER DE-r ). CONp
<br />I OPTIONAL INTERIOR FASTENING DETAIL
<br />(LYN.T.S.
<br />M OPTIONAL EGRESS PANEL DETAIL
<br />INTERIOR FASTENING
<br />TIANK I SINA R
<br />FEtiD4A548 CA bass
<br />ON
<br />74,
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<br />RANK DERMED Pc
<br />PE R IS MB rA S60+'
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<br />O.Dy4" 2.250'. �L
<br />1-2.250"-II-D060' �.. I Jlv�Dsiuux � 'jI-0.094" 0,75D" 1p1 =a z',� sari +i,P u.0 625"
<br />0,094" I •� N
<br />F.S,
<br />18 CA
<br />4 �d7.120" .094"TYPI TYR $ U-I094"2" " zYiI�Ob
<br />1::930" 1950"� a.062 D.375" ryrv,,.062" p(ply��'('s LLI=IY LLP�j
<br />2
<br />I 0 :��I TYF. 4
<br />2.DD0" -•� 2.Op0 cuI
<br />-•i 2:020: 250 --� 2 D00" �-
<br />III-y- i.leU" H' HEADER ANGLE J-PAN CLOSURE LE
<br />ay_11,ADI aUILD-DUB
<br />r
<br />Ot k
<br />3.380" MAX. 3I 0.313"
<br />1.51 1,560"h--IL.SfiD" .51w D.376" ®••
<br />p.365" 04 D376" R9,�D3D3" S�E
<br />� 55
<br />If• -I 655" 035D'
<br />H--12.500" PANEL COVERAGE J_l 0.179"-p[ 0:19(D.5�5" 01 1yp„�r r6.�SS 0.866 0.2�" 1q117
<br />DD7 y�.
<br />b -'L-1 0.524 O.OSD'.' w
<br />14.375" PANEL LENGTH r0.545"
<br />('� n .150"
<br />' 4 I MAY
<br />TIDPI ]� T ' �+i ..
<br />I u I = MAY BE 0.065J-H II}I 0:250"
<br />�a.Dsp^ T�D,oso^ yD.DLUrRwrll D2Ls' W O71o" os`TYP. TYR lDO 7D"D"5t/i'
<br />n RUILD MJT'C TRACK N A C' K M'ASHSPED YANOMIT
<br />�+A'F" TRAG g- ®„ SAD t A 3 0 IiEYNO.oae MIN.R 5
<br />- _ 0,313"
<br />0.376"-{ I 0.4 2
<br />u a.t9o", f�655" Q
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<br />OVERLAP a. $
<br />4 JMAX. - CORtJ LDSURE DETAIL tJ l� .25" MAX,
<br />MAX,
<br />, u7 e3 rt ,y` ,xrar �.25" $ p
<br />MAX.
<br />1 T4F,l�
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<br />DISTANCE
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<br />EMBED ^9�
<br />-MSC A a .r 1 Oaa
<br />;OVERLAP : I 3,820
<br />/ L 4 ! MAX' /r'\HII I I MO 1W t rrillxr llrinl I'
<br />- f�.25".MAX. Lf N T.s:.rl 1,500"
<br />C
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<br />MIN. gC
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<br />EMBED
<br />"-R MOUNT CLOSURE DETAIL
<br />RUN!,
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<br />ODn1a0BIPAAMtaiNNMW Ni
<br />20-31543
<br />�A6E OE9CREPTEpi: -
<br />S
<br />In
<br />ANCHOR SPACING SCHEDULE:
<br />'4 GAUGE PANELS; PANEL FASTENERS LM 12-5" O.C.
<br />y,
<br />• �
<br />65'SI�V','AJ®�ISQ�f,LYli®iS�LISYi
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<br />®�®®M
<br />214" EDGE DISTANCE
<br />MUM
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<br />TAP GRIT *CFAS* 41
<br />51
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<br />ANCHOR NOTES:
<br />1. ANCHOR SCHED U LE APPLIES TO ALL PRODUCTS' CERTIFIED HEREIN BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS"ANO PRESSURES INDICATED
<br />N SPAN SCHEDULE SHALL APPLY Z. ENTER ANCHOR SCHEDULE SELECT
<br />PANEL FASTENER THAN ORE UALTO NEGATIVE
<br />TIVE DESIGN
<br />MATERIAL, S.ANCHDR TYPE. SELECT DESIGN LOAD GREATER THAN OR SQUALID NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTERSPAN.S ELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDEHRFICATION OF CONNECTION TYPE .
<br />a
<br />3. "PANEL FASTENERS" ARE STUDS USED IN LbN1UNLT10N LPlITH ALL MOUNTING EXTRUSIONS
<br />°F TRACK STUDDED ANGLE ETC USE6.25"OC. PANEL FASTENERSPACING TABLE VAWES FOR
<br />ALL
<br />H" AND "U"-HEADERS INCLUDING 8 ILDO!lT CONDITIONS).
<br />A ( U
<br />4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURE S` RECOMM ENDATIDNS.
<br />A R
<br />5, HO LOW BLOCK HOSTSTRUCTURE SHALL O FORM 0 ASTM C90 BLOCK
<br />LC N T L
<br />6. MINTMUh1EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE;
<br />7. MINI UM EMBEDMENT AND EDGE DISTANCE E%CLU DES STUCL'O FOAM BRICK ANn OTHER MALL M
<br />FINISHES WALL FINISHES HALL BE LINI ED D L / 0.' MAX OR
<br />SHALLBE VERIFIED 8Y DTNER5T0 S T T
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE,
<br />9. CONCRETE ANCHORS NOTED HEREIN SHALLBE EMBEDDED i0 UN -CRACKED CONCRETE ONLY,
<br />9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD
<br />VERIFY THAT FASTENERS ARE INTDADEQU ATE WOOD FRAMING MEM5i R5 NOT PLY WOOD'. FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECE S
<br />LD WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SriP.LL BE LOCATED IN
<br />CENTER OF NOMINAL 2" X 4" (MIN) WOOD. STUD (rY' EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING), WOOD STUD SHALL BE 'SOUTHERN PINE" G=0.55 OR GREATER DENSITY. LAG SCREW
<br />SHALL HAVE PHI LLIPS PAN HEAD OR HEX HEAD,
<br />LI REMOVABLE ANCHORS ARE: DEW T PANELMATE ALL -POINTS SOLIDiEr & BRASS BUSHING.
<br />A
<br />12 ACMN S RENS SHALL AVE i 2" MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />M E C H i
<br />ANCHOR AND. MAY HAVE EITHER A PAN HERO, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N:a.
<br />L3. MINIMU.M EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OROTHER WALL FINISHES.
<br />14. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE: USES.
<br />15. ]k DIRECT MOUNTING CONDITIONS.
<br />Is. 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
<br />1.5.
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|