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<br />JYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL
<br />(j SYSTEM (t)
<br />SCALE: 37'32'-l'
<br />to RAP
<br />' /•' MOY. GAP
<br />VASE
<br />/4'
<br />MA. Tiw 111'
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<br />SECTION A -A
<br />SCALE 3/32"- i"
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<br />ENGINEERING
<br />ENDINEERINR EXPRESB6
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />Application Number 17859.1 - R2
<br />EX Project Number 20.31543
<br />Product Manotachaer All American Shutters and Glass
<br />Manufacturer Address 549 Dome
<br />VVest Palm Beach. FL 33409
<br />Product Name b Description: 24ga Galvanized Stest Storm Panels
<br />Large Miftle Impact Resist"
<br />Scope of Evaluation:
<br />TNs Product Evaluation Report IT; Wing issued in accordance with the requirements of the Florida
<br />Department of Business and Protsxionel Regulation (Florida Building Commission) Rule Chapter
<br />Bi G20.3.005. F.A.C., for statewide acceptance per Method 1(d). The product noted above has been
<br />tasted and/or evaluated as sumrranzetl herein to show comp#ence With Me Florida Budding Code
<br />Seventh Edition 0020) and is. for the purpose intended, at beat equivalent to that required by the Cade.
<br />Re-eval alonn of this product shall be required following perMant Florida StRiding Code mactliot(ors or
<br />revisiole.
<br />Substandading Data:
<br />. PRODUCT
<br />El{ drawing #2041543 8tlad'24ga Galvanized Steel Storm Pairob (HVHZ d Nan-HIVE44', sheets 1-5.
<br />Prepared by Engineering Express, signed 4 sealed by Frank Bernardo. P.E. is an Integral part of on
<br />Evaluation Report
<br />. TEST REPORTS
<br />tal performance as been tested in accordance with TAS 202 test standards i test
<br />Uniform at86c structural performs h ccordan pa
<br />repod(s) LRIT-ASG-17.001 by 8lackwater Testing, Inc.
<br />Large mbs(b Impact resishrica and eyeke loading performance has been tested in accordance with TAS
<br />201 and TAS 2031eat standards par teal report(s) 8BT-ASG-17-001 by Blackwater Testing. Inc.
<br />. STRUCTURAL ENfi WEERING CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluate the product teased on
<br />comparative andlor rational anetyss to qua" the following design crttena:
<br />1. Maximum Allow" Spans
<br />2 Minimum Allowable Spans
<br />3. Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIAN 33442
<br />(9541 354.0660 1(866) 396-9999
<br />TEAN®EMGINEERINGERPRESS.COM
<br />E NGI NEERI NGEXPRESS.COM
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<br />• LAST PANEL TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED
<br />TO BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />NOTES q
<br />(1( WTIOF SERFS 200D: E-2 HANG STORM PANEL SYSTEM
<br />CONSISTING Of PANEL + CDnI TRACKS TOP & BOTTOM
<br />(2)- END PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK
<br />OTHERWISE A STOP DAR (V SMALL BE PROVIDED AT rOP Or SUCH
<br />PANELS
<br />(1) IF END PANELS ARE CONNECTED TO BOTTOM TRACK CONNECTION
<br />SHALL LONTST OF 1/4*0--20r3/4" M.S W/ 7/ B e i/32' WING
<br />NUI OR 1/4"OK3/4' %Ln THUMBSCREW INTO TAPPED BOTTOM
<br />TRACK F Y XTELOCATION OF FASTENERS END MA L. Al.A, EITHER 0. TWO
<br />EXTERIOR MT FLANGES OF END PANEL.
<br />(4). IN CASE II-NAT END PANELS ARE NOT CONN£CTEU TO BOTTOM
<br />TRACK (i.6. A S70P BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF
<br />PANELS TO 8070#4 TRACK MAY OCCUR .AT ANY PANEL LOCATION.
<br />f INSTALLATIONS ONLY VAiD FOR WINO
<br />SPEED UP TO ' 70 ,Yp-h.
<br />CODE
<br />ENGINEERING�,� Page 2 of Z
<br />All American Shutters and Glass - 24ga Galvanized Steel Storm Panels
<br />No 33% increase in a#owa le 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 fed##es.
<br />Impact Resistance:
<br />Large Impact Resistance has been demonsveled as evidenced In previously Mated teat Taport(s), and Is
<br />accounted for in the erigmlleNig design of this product.
<br />Wind Load Resistance
<br />This product has been designed M resist wind bads as indicated in the span schodule(s) On the
<br />respective Product Evaluation Docium nil (I,e. engineering drawing).
<br />Installation
<br />This product shall be Installed in strict compliance with its respective Product Evaluation Document p.e
<br />engineering drawing), along With all components noted therein.
<br />Product components shah be of the material specified in that product'& respective Product Evaluation
<br />Document (i.e. engineering drawing).
<br />Limitations b Condltions of Use:
<br />Use of teas 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 shwa be resigned to FEW all superimposed bade and shaft be of a material
<br />Isted in this product's respective anchor schedule. Hosl structure condNons which are not accounted for
<br />in this product's respective anchor schedule shah be designed for on a site -specific basis by a registered
<br />protessloref engineer
<br />All components which are penranen0y installed she# be protected against corrosion, contamination. and
<br />onto such damage at all dries.
<br />This product has been designed to use whin and onside the High Velocity Hurricane Zone (HVHZ).
<br />Respectfully.
<br />31 Vtia„
<br />SIDN71 ,:.
<br />Frank Bennardo.PE
<br />ENGINEERING EXPRESS"
<br />aPEO W(7549 i Cen Auth 988f
<br />160 SW 12^" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954)354-0660 1(866) 396-9999
<br />TEAM(DENGINEEAINGEXPRESS.COM
<br />ENGINEEAINGEKPRESS.COM
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<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL i13
<br />INTO POURED CONCRETE. CONCRRETE BLOCK AND WOOD STRUCTURES
<br />!1
<br />-
<br />J� CONCRETE aLDCK ANCHOR 0 12' 0 C.
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<br />ANCHOR O 12'0,C CONCRETE OR PIARm
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<br />REWIRED.
<br />ALLIltbi WALL MOUNTING
<br />SECTION EZt
<br />SCALE 3/8R1- SCALE 3/8-l'
<br />M1N11111N4}rM/A
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<br />vGEN FLORIDA BUILDING CODE Non 1419h Velocity NUrricons Zane)
<br />f IN. PANEL LENGTH x f 0.4 Si e2lrD T%Tom MR. rs.
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN SMALL BE 2'-6' _ * ,k '; # ? 24 GAGE GALVANIZED STEEL STORM PANEL DRYwN n
<br />PRESSURE RATING +/- 40.0 oar AND 6'-0' MAX /n/MIR
<br />PANEL LENGTH. s�-,. STATE I L E C O tl Ed i �� PRODUCTS. U.C. 2RTc'
<br />2. FOR NEW WORD FRAME CONSTRUCTION: WOOD sy�O,T: , FLOn10 >Zuf «« w..r"N, awauwneNo wrr'N� .sin Sr 3, slnm
<br />ate' a 'w14
<br />MEMBERS TD BE SOUTHERN PINE No 2, W SPECIFIC
<br />! 14 S( tGIN N� N-. , aiU-•sJP a : DeN m-•IM ri,Drs: IRs"lttP-T6,6, rM (wM6>-RL9'r 20-175
<br />DENSITY OF 0.55 OR EQUAL. EiNonw6
<br />/sIo•M,ulm/aim EV4T[P A NLLn ; P.L ,T"W $Men It a IN
<br />PEtN(6�,H R . 4 •
<br />MAXIMUM ALLOWABLE f
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />�4Y4)`w
<br />:' i°N•tA
<br />�^
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />DESIGN PRESSU'"ram
<br />RES: I& 1
<br />'�_,_
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: sa+L�uLE�
<br />a
<br />~
<br />WIDTH UNUMITfl7
<br />FPERP, TO PANEL SPAN)
<br />FOR 'DSc wIYDTH TNIl19 sYsETenaLL e°e DtTER>AiNeD P °
<br />SEPARATE ENGINMUNGG IN ACCORDANCE WITH THE
<br />W M [
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<br />TRIP MOUNT (CONN Typ
<br />DETVEERMI aM N �APBIDE T"9Z
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<br />TYPE AS REQ'D) SECTIONSIW9
<br />OF OA BUILDING E LESS
<br />SIGN
<br />OR FE4QUAL TO THE R061T7VE OR NEGATNE DESIGN
<br />E'4 •� _
<br />OPRONAL !"-XI STITCH
<br />DOLTS WITH WASHEReD
<br />PRESSURE fAPACITr VALUES LISTED MEREIN FOR
<br />A95EMBLr AS SHOWN.
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<br />.L WINGN11TS FASTENED 8
<br />€
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<br />OVERLAPS mwDSPANasE
<br />"�"� APPROPRIATE BRAN TABLE)
<br />GENERAL NOTES:
<br />m
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<br />1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN
<br />' N
<br />" _ Di fIAN(V[@W
<br />ACCDRIMMCEWIN'r(-E))gqEOU1RFMBN75 OF TNEFLORIa1BUI70IDG COO.
<br />TA5201 20ZmAND 20m7E57 PROTOCOLS. DOPTRACiOR iHALL7EMYESTIbl1TF
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<br />AND CONFORM TO ALL UI BUILDINGC?V AN ENpAFNT3 WHICH MAY
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<br />N 7E n RD 1•
<br />L{]y >
<br />ADDITIONAL fxtT'ESPEC&IC SE4LE0 ENGINEERING.
<br />2 40 73.1/3% INCRE0.6E IN ALLOWABLE STRESS MAS REM LSED IN THE
<br />!NIL
<br />♦
<br />D. S� E AaH[TECB E11GIMEER OF RECORD FOR THEPROJECT
<br />SUPERSTRUCTURE WITH WKICH THIS DEatGN 1S USED SMALL W R PONSIBLE
<br />FOR THE INTEGRITY OF ALL SUPPORTING 6URtoCg Tt1 THS WHICH
<br />$HALL BE COORWtlATED BY PERMITTING C0NTIVRCTOR,
<br />f7
<br />THE
<br />4. 9CRgpATC'SltifSPBCiFi[SW,Ea [N[aN E '"N's's ee REQUIRED IN
<br />r.)
<br />f BOTTOM MIXIN7 \ (
<br />ORDER M DEVIATE FBON LOAD9. DEPL2CTI OR SPM75 CDMI 1-
<br />HERE IN. CQNTAM E. . .ALTE SPAN CALCUTATIORED
<br />' (DGNN TYPE \ (
<br />REQ'D) ♦.
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<br />MAY 6E RB UD 1RlO.
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<br />INFORMATION POR A SPEC MC SIZE. MR SM CONDITIONS DIFFERENT FRON
<br />THE CONDITIONS DETAILED MEREIN, A LICENSED ENGINEER OR RE06TEREO
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<br />MAY BE AT T - `!
<br />ARCMVL'CT SM ALL PREPARE SITE SPECIFICDOCUME NTS FOR USE IN
<br />t &BOTTOM _
<br />CONJUNCTION WmN TMtS DOCUMENT
<br />'
<br />1 TYPICAL VERTICAL MOUNT ELEVATION
<br />6. DESIGN PRMU RES NOTED NEREN ARE BASED ON NA)UMU M TESTED
<br />PRESSURES DIVIDED 8T A 1.5 MFETV FACTOR,
<br />7. ALL PA HERS ?D pE 'RT OR GREA7gR gAE GRADES UNLESS NQTED
<br />"
<br />n
<br />_
<br />N T 5. ELEVATION
<br />E0.1YaE; FASTENERS SK at CADMIUM-PUTED till OTHERWIBE
<br />CORROSION-
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<br />NOAW�SISTANT MATERIAL AND SM sV tOMPLY WITH "$PEOFICA710M5
<br />R NaN STRSECTIOKUCTURiS' 3.38Y TiQ ALUM MUM ASSOCIATION,
<br />INC., A ANY APPLICABLE FEDERAL, STATE" ANDrOR LOCAL CODES
<br />' e
<br />TOP MOUNT
<br />fJ11R5
<br />B ALL STORM PAR RLS SMALL BET/W SRN,. ap.OZV
<br />!]
<br />(C(Xyp TY
<br />AS REQ'D) (SPAN ABOVE
<br />a STORN MRELS SHALL CDY MAN TO As7M A633 SYNLK:T LQUALr Y
<br />STRI' G60GALVA0=O COATdG KI M A MINIMUM PF-4ai Z.
<br />LLYY
<br />UCTION)
<br />] ALL ALUMINUM EXTRUSIONS SHALLBE6063•T6 ALUMINUM ALLOT.
<br />UNin, NOTED OTHERWISE.
<br />it. TORBBOTTDMAKTAILS SHOWN MAl BE FNTERCHARGEp AS FIEID
<br />PANELS MAY OR
<br />a.
<br />BOTTOM
<br />CONDITIONS DICTATE BE MOUNTED VERTICALLY
<br />HOR20NTALLY AS APPLICABLE.
<br />J
<br />J
<br />DUNT
<br />(CONK TY
<br />Sl. CONCRETE ANCHORS FgTED HEREIN SLCONC EIRPEOTO
<br />CONCRETE
<br />4�_
<br />1v
<br />- g AS REQ'D)
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<br />110
<br />NON -CRACKED OM L INSTALL ALL CONCRETE ANCMDRS PER
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<br />NTI6 RECOMNENDATID .
<br />13, THE CONTiNCTOR r8 RpPD115] I.E TO IPa:VNTE DR PAOfCSTALL
<br />MEMBERS FROM DJ58I ILAK MAT TO PREVENT LEC'f0.0LYSi6.
<br />.i -OBSTRUCTION
<br />a FxF O
<br />14, IWGINFER gEAL AFFIX O NERETC VALIDATES STRQRALPER.AS
<br />SHOWN ONLY. USE OF THISSPECInCAT70N BY CONTRACTCIP.
<br />3 � (LOCATION MAY VARY)
<br />N £
<br />6L EL
<br />INOeMPUP S & SAVeS HARMLESS THIS I VIENECR RJR MMON614&AGe6
<br />INCLUDING LEGAL FEES & APPELLATE FEES RESULTING F MA7BUAL
<br />-
<br />- (H 9E d Z TOP MOUNT
<br />W�NKnAIS utlm FJ� er LOCAL STATE. s FeOCRAI DES 6�PR0M�HD THAT
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<br />DeYMTEORi OFTrvS PIAN.
<br />is, IXCDTlXPRE LY ►ROHIMD MDITIONAL
<br />CERTIFICATIONS OR AERINTENDED.
<br />e5
<br />i6, 10WS. OROHeMAMARKINGSA7TO-15 DOCUMENT`
<br />_
<br />AREMOTPE"APUTTEDANDadATAlWJNIXS1TTEH
<br />,0111 OF (1) LABEL
<br />PER
<br />BOTTOM MOUNT
<br />(SPAN BFj,Opl
<br />TYPE AS REQ'D)
<br />EVAIY11
<br />0 FCfif, i A➢Y1NE6 TINE POLLLO®WJMG ➢E MATJDN
<br />LAMEaM SHUTTERS MD GLASS
<br />pp
<br />C
<br />OBSTKUCn(XN)
<br />W
<br />WEST CAIM BEACH. Fi
<br />PANELS MAY BE NOTCH ED AS REQUIRED, OPTIONAL W'-2D STITCH
<br />BOLTS WITH WASHERED
<br />TAS 203. TA9 2D2 @.TAS 203
<br />\ Flottoq PalllRlCr A7PR qL xuNIAER
<br />fdR�TT
<br />PROVIDED THAT CONNECTIONS AND
<br />ANCHORS,ARE USED WHICH SATISFY WtNGNUT5 FASTENED 0
<br />20-31543
<br />,T SPANS ABOVE S BELOW OBSIRlICTION, OVERLAPS ® T• USPAd1(USE
<br />APRiQPRIATESPAN TABLE)
<br />VISIT ECALC.IO/S16i3 ���
<br />VERTICAL MOUNT ELEVATION
<br />P:R4 ?TJN: D7AnT T.3
<br />=
<br />tier.-:r
<br />n4ei- ,.,A>.x .ITxl :r.a {
<br />,
<br />�' `„"R` ` r
<br />2 NOTCHED PANELS
<br /><4r
<br />1 N.T.B. ELEVATION
<br />fanqu.rlPrmLTiaw,AtrORrssrewRc s
<br />CIL.III
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />MINIMUM STORM PANE/
<br />SfP RAiIONFRDM GLASS I
<br />1 iM12 W1Nn l(3%E 4
<br />a LSSf NTMI FAC)IITMS )
<br />MAXIMUM.
<br />-
<br />DESIGN A
<br />ALLOWABLE
<br />' PRESSURE ! SPAN (1liM.l
<br />1
<br />AN 31YASOVEGES4
<br />flflllY 30' A80VE GRAOF
<br />1 Af p
<br />INSAl30 Ah E5GRE E
<br />)MAN 30' ABOiIE GRADE
<br />(A5E) !
<br />I
<br />13001n
<br />604m
<br />2161.
<br />�.-__•i 4➢ � _ no 0',.,
<br />6Odm
<br />218 in
<br />' NOS 730D 1n
<br />&O6 Wt
<br />2.1E en
<br />150 l3U.0 m
<br />6.06 M
<br />! 161n
<br />/ 55 - Gb
<br />1 6
<br />&tor
<br />151
<br />7 n
<br />1-
<br />f fl37
<br />609
<br />I{I({
<br />753
<br />/ 591 I
<br />6.I l x'
<br />7 73.
<br />36 In
<br />B M &3
<br />1 M
<br />I
<br />798 A
<br />2Jil ,n
<br />DNAN SLNtUULt NU I t5:
<br />ENTER M WITH NEGATIVE 1. LSP SCHEDULES YftCING
<br />DETER LOAD B PANEL ALLOWABLE
<br />SPACING ATO
<br />N
<br />DETERMINE MAXIMUM AUOWABIi STORM PANEL
<br />SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />POSITIVE WADS LESS THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADS.
<br />2. 'PANEL FASTENERS- ARE StUDS USED IN
<br />H 'F`-TA CONJUNCTION YVn ALL MOUNTING EXTRUSIONS
<br />6.25,
<br />('F"-TntAEx, STUDDED ANGLE, ETC.). USE 6.25'
<br />O.C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL'H"- AND'U'-HEADERS (INCLUDING BUILD OUT
<br />CONDITION 5)
<br />3. LINEAR INTERPOLATION BETWEEN 60A05 I5
<br />ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD.
<br />GLASS SEPARATION NOTES:
<br />1 ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED.
<br />2,
<br />SCHEDULE 15 REQUIRED FOR USE WITH POStTNE LOADS ONLY
<br />INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE. OTHERWISE USE NEXT HIGHER
<br />LOAD,
<br />3. FOR INSTALLATIONS OUTSIDE Of HVHZ AND OUTSIDE E55E4TIAL
<br />FACtLFreS IN ASTM WIND ZONES 1 THROUGH 3. THE GLASS SEPARATION
<br />SCHEDULE IS NOT REQUIRED AND ND MINIMUM SEPARATION FROM THE
<br />PROTECTED lIPFhL. IS q )RED.
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />MHMMMMIMHUIM�l
<br />�"""-�
<br />Iraca�#�;.tQ;ate��rzalr•�tt�l��,
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<br />NK
<br />W
<br />W
<br />O
<br />I STIONS, 17 TO OP IKITTOIMYMJWL O -4ISMwS PAS1, ON error CON nDN 4A! N6
<br />cwN7maw AT rim GA Iwnox RANa LNx6r.4 LEss TnAN n,DSE NOTED IN r�4eI1 AwDYr wE�rN7r to
<br />kctrtAeu
<br />FPAs Dry rA - EN P LYE tl I,b€ARP MAN tHAt
<br />7 NO 5lY i D,F.,FPS6 l5 Nt0JIA10 NM NIE MU r. MItW POP
<br />ACSPEc7iVE NpINIryNG C➢PlyNInON Aepvt •�riY
<br />J LDe C1p5u4C5 RE )RED WP NL IL➢UVT FIWm IN lIAT oI` :WE GLM O! r Y5 .11 I
<br />W CV Sl _1R19M i"C
<br />USED NHN PVII ES T ,10 TNr TONS. ItlEU SEPARATifNY R :a.L ...0 PE D W CCtl+UI 4EOY I)M PRP TI It. .
<br />rAMr er.tl rD 30TN t•, P w ND(JT o• Sit -zl uio J4 . FaYE • - � 15 u n sin a u 4 e0: wT-N gNeL P
<br />,AStE Z. A IJ S' Cw 6lS D.
<br />s .4NE15 w. sMFF w TUNur' u6lr, cra (I I OT ra DnriDNp ,OF aR igna" c10wA1•, •€P Q
<br />OPPRNG IrE4 ,)E'NL .- :,,E1Nc Nr NUt•Nr1NG oNOmOn SFW'MY 1N t++E3E DILavANr r.
<br />D�AILOPTIONAL INTERIORL OPTI NAL INTERIOR FASTENING DETAIL
<br />D�AIL
<br />� N.T.S.
<br />N
<br />d
<br />IASt PANFi fNSP -t/1• Al
<br />IwFpt
<br />rACA+iNTFAEDR
<br />� s
<br /><
<br />�
<br />W
<br />PANS
<br />a
<br />--K+f S; 51 wALe PDU OR
<br />NAt E
<br />'r41tw SEReW EMU ' DM r r. •rot
<br />aN' r Nut. wAsr•LRen +Y1NDN1
<br />waDt eA�
<br />K
<br />r, .1' fD SCtlEw
<br />w1 wAaNERED
<br />y•R{s qq{[T
<br />a
<br />CN INC` a IJ(' DC
<br />WIN
<br />� 1 *DaYNrct511orroN
<br />� E zlrn. ro wrrLNi
<br />CANE.i
<br />i
<br />6
<br />N'TR'N ,ARi•I,
<br />p - lwNrI,rCE As
<br />M
<br />i
<br />l
<br />oil
<br />i
<br />1
<br />1 DLL(. ns AEpD
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<br />we Y
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<br />EYI5TIN0 CDNCRErf SPACING 4 wN.f ME
<br />!/yt-"L�E�
<br />r,A1.OW mac. On VK'N GTYEN IN4NSNW
<br />20-31°
<br />vA700 siM„NG vANEL Wd-ING)-
<br />M)+CENr tG
<br />TO
<br />TIdAF36 axe„
<br />M OPTIONAL EGRESS PANEL DETAIL
<br />INTERIOR FASTENING
<br />N
<br />N
<br />Cn j a)U
<br />2 O�
<br />C
<br />N 0- 0 O
<br />C C6 -a 0-
<br />.E U 12, N
<br />CIO
<br />CUCn
<br />�/�
<br />CD 0
<br />A C
<br />IY- 0
<br />CU 0
<br />CU
<br />01 W =+ a) 0 LL
<br />:'
<br />me•2 �{ I
<br />_ac
<br />y C CIO
<br />LA_
<br />R Co A•.
<br />CV
<br />E +. C
<br />R1co' 60.1 � Q
<br />3 3
<br />'r. c W
<br />CD
<br />40) CL
<br />C
<br />� o
<br />a �
<br />O
<br />F PCLOKTrSW�W i BS
<br />1,250`� " °.10-94�" D OW' 2p215p03" I . � Va Lp eluu X ��"�•,. �
<br />D.094'•i"?0�94`�.625" T Q N
<br />i2 N Dlxs S$ ISGA
<br />$ Q j
<br />'Ya°.094" A§q• o IW' iY'P. 7YP •, L
<br />i -O.3 D.O94" 494' R �ro ry I 'JIG V
<br />O.D62'
<br />1:970" 1.9300 N0• L- D.obt 375A-� ,pB2"
<br />S:Js a3o" - 2.DOD"-lbi�2W -i a.DDn^ 4- -1 2.000' TYP �< �
<br />�.121- ]•11)O" u M WADE ,�,yJ" YwApEN si.]f19A-Dui V HEADER 4(}Ai11 �J-PAN CLDSLIRE a
<br />N
<br />` uu btG iANEI II 3.380" MA
<br />1.5L_�ll5� X 3173rOi�In^, �IUUP�0.]l3"0.1
<br />' •'p
<br />12.500'PANx r 3 )mapOyLprEfITN1r0DN
<br />1.00♦•
<br />14.N75'PANE LENGTH FoCOYERAG� �i
<br />0o" D4-Sfln� 0.215'700TYp TYP, .305�D3ry3' FjI e i
<br />RO.13S N
<br />re•, Yaa-NIT'r TRACK p) M IflAC9 ,� •F' ,WaE _ TRNy1 D /6."p 1sA➢N �D VAN r 0,957'
<br />0 T76' "1(SS, 0
<br />a 's..inr ua 0.190"
<br />�f a
<br />LEGMkCCTWh
<br />.. 1L+1 JI-3.000'�.D�.1y2p5 AeartD ILL -,LB I'g¢ oil
<br />YrN :ill w-H= _
<br />s 1r00" ' VIOH CIo-=`D[0'CAttF S .+ >
<br />4' MAX. OVERLAP P T. :C
<br />A O OWERO2UNS DETAu 1 25" MAX. 'wjl
<br />1 V O.1W"_T •F - r. _?-a;ure ' /�.2S MAY. r�
<br />•S Mrnm.t tJ 0.�M •'A ff .yPt.,Y:I ^�r(rnt W
<br />BUILD -OUT s .0:1' w tD •r-utc Nr
<br />III t.l IMP7n. urinl DISTANCE ;r"v NF :A -Ty T•PF,Y
<br />M1 0 tux .-- w X A xl
<br />F a m t 1.000'
<br />I'TI L'e r'w:II:C- 9.. M Ie tr. v Ixr IY .,e
<br />.urry N'¢ y}a rT+ MRLI.M..I sir is L .. I,im J:r'�avY ENEED
<br />' S.P00' tT n N 3.920'y
<br />OVERLAP oa •YMN
<br />. -aura: u. �. ..•. ` MAX
<br />A .
<br />f�H-Lt•+_ .23•MAX (\NIIIIHNI NM1NI f.l IYINF Ir Mu EE
<br />a
<br />MI
<br />N
<br />_ yB(9Ef
<br />f J 1"LL 4" MAX: 1MIN0' e 3 u4 a
<br />YDA = Hli J4 ATrI' Jca If W `? .i'•J4TT• yy
<br />lYf Y]I Y.. I i S
<br />i✓dl CD IE D Nl BED
<br />Y(rl1 -0 Tom• ■E�l.$p� EI
<br />�TMPNWMCIASUPE DETAIL - n-rn.e3.V i k'H S�YNf �I�
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS. PANEL FASTENERS ® 12.5` O.C.
<br />2.9• PDiGE IDISTANCIF
<br />=1,
<br />��
<br />Mtn nemn
<br />wYCNOR PREeYae
<br />UP TO 61-6
<br />1 AN UP TO T-0•
<br />1T 19'-10'
<br />eOYtl T"I
<br />Ogww TYPE
<br />OOYY TYRE
<br />M[
<br />tL C2 Ca C4
<br />CI C2 C3 C4
<br />C C2 Ca C4
<br />IO ,1• ]) r Din W CM a;
<br />1 5
<br />3 60'14.7
<br />99
<br />125'idle"
<br />DEWXT➢1TRACDN 42
<br />i 3
<br />i2
<br />16 O' 1.Y
<br />11
<br />&0
<br />11.51L
<br />Sd0
<br />&S•
<br />S.s'
<br />I25"
<br />&D a "
<br />S.s"
<br />119
<br />li r'] V.
<br />0.
<br />&6
<br />12.T'
<br />2fie
<br />t1'
<br />&4'
<br />.9"
<br />LED fit"
<br />&
<br />$4"
<br />I�
<br />12 S
<br />Sd 0" A3
<br />Y
<br />&A
<br />1L5"
<br />ILIA-9
<br />1"
<br />3. '
<br />12 S`
<br />12
<br />t&0 e.i'
<br />3: "
<br />a
<br />1 2.S
<br />16.0" t 1
<br />SA
<br />12.5"
<br />6.0
<br />8.1'
<br />S.4`
<br />125'
<br />16.0 81"
<br />S. "
<br />4
<br />14" = A• 1lxl 11 33
<br />1 5'
<br />L
<br />i6. ' ]6.0'
<br />r
<br />Ti O'
<br />.S'
<br />1 .0"
<br />15.0"
<br />12.0'
<br />13.5"
<br />6 D' A.
<br />JOT"
<br />OCT7AT ULTRMON 41
<br />rt42aa ., 1.
<br />1 z'a l
<br />M
<br />12sr
<br />1-0"1
<br />:9
<br />P.11111
<br />1Lx'
<br />a
<br />2. S'
<br />180 3 ,lr
<br />9.6`
<br />12 5'
<br />i
<br />Se.r' 14.9•
<br />]1 Y
<br />13.5"
<br />]E.0'
<br />13.8' 9.3'
<br />12.5'
<br />le 0 it.
<br />8:7'
<br />92
<br />13
<br />18r' 136r
<br />1 '
<br />1T!'
<br />188"
<br />11.9' A3'
<br />125'
<br />l60 1 '
<br />2:9"
<br />I6. " 119'
<br />0
<br />6.S'
<br />%1.5"
<br />36 0"
<br />1101 AS'
<br />12.51,
<br />d p 1 1.8"
<br />1 f
<br />0.1"
<br />s
<br />I '1r7IR' rNIY-D 33
<br />J
<br />ALL geiT4 SOUO SET
<br />41
<br />1 2 5
<br />SB 0" 16.0`
<br />1 6 d
<br />1 2 1"
<br />Sg 9'
<br />1 T' 4'
<br />i i7.
<br />12 5"
<br />111 D'
<br />D 34
<br />1 .
<br />1 9"
<br />12 S
<br />Sd:a' 3&O'
<br />138
<br />1 5"
<br />340'
<br />1L6" 40.01.
<br />129' '
<br />1910,41.3"
<br />i0.7"
<br />115,
<br />1$.0" ISL61,
<br />33 7
<br />T2 3"
<br />Id D'
<br />ILI 10.6'
<br />12 5'
<br />16 D 32.5"
<br />i0""
<br />♦B
<br />y 31
<br />q.F
<br />12 S
<br />id .0" IC4
<br />1 1 3
<br />SLL
<br />id 0'
<br />1L ' 10 "
<br />9 6
<br />f 3"
<br />2
<br />id 0 12.r.
<br />10. d"
<br />T
<br />71
<br />ILS
<br />16.0" S'
<br />1 8'
<br />T2.5'
<br />6. "
<br />12.5" 1p. ' lzv
<br />161, 1 .5"
<br />10.i"
<br />V4 x I-- 0 MNKHr 33
<br />ISEYYNI Mtlh FAIT
<br />M
<br />EIS
<br />32.5
<br />1 ]40'
<br />4
<br />1&O" MA
<br />l■
<br />16a'
<br />12.5
<br />3"41
<br />6 '
<br />} ➢
<br />1& 14.a 123
<br />2.3"
<br />1 } 0
<br />12-e
<br />L 2 S
<br />Ie r' 1&0'
<br />]4. "
<br />LT_7'
<br />ld q"
<br />li5" ll 2" t2 5'
<br />to155"
<br />31 t"
<br />X 52
<br />12.5'
<br />16.0•' 16.0
<br />210-
<br />1L5'
<br />IIa;
<br />LSS" 11 Y' 12 5'
<br />16 0 15 3'•
<br />72
<br />1L5"
<br />5.0' 1sx
<br />11 L
<br />S'
<br />4.0"
<br />51. A2.5"
<br />16 ' 35.r,
<br />1 2"
<br />2.6-
<br />636E
<br />DESTAAICE
<br />311r i 1-U4^ 000 33
<br />3.25'
<br />30.3"
<br />6.25"
<br />7 1' b.25'
<br />6.4".
<br />UI 1M. 1,, 1-0. 41
<br />6.23"
<br />9 3'
<br />40
<br />&act'
<br />71"
<br />52
<br />4.2e'
<br />&d"
<br />12
<br />4•INw I• 33
<br />12.5
<br />1 l•
<br />6.
<br />}3 i. 6
<br />t05
<br />I IYMNIIW,W ON 41
<br />AV,
<br />13.7"
<br />623"
<br />9.3" 8:23•
<br />9A"
<br />40
<br />6:2s.
<br />117'•
<br />&33"
<br />o'3" 4.15"
<br />9.3"
<br />q-� 32
<br />&2S'
<br />1
<br />9.T 1. 6.21"
<br />12
<br />6.25'
<br />3,
<br />3"
<br />say
<br />A9"
<br />I/4•rl-IJA•wMhl 13
<br />12.5'
<br />Y73' 73`IL6"SDA
<br />3YS:DN` e1S"'
<br />720' 416. AS"
<br />S.S TAPCON +1
<br />12
<br />S'
<br />6.05's.
<br />62S
<br />10.8"4.Y' 4.0
<br />0. 4.4.0"
<br />12.5-
<br />11 i' I%- 3a-
<br />&Z5"
<br />]0.7"' 44" 417• 5,23"
<br />10.7- 41' 411"
<br />pU
<br />U
<br />b
<br />5
<br />12 3' 4.7 4.6
<br />&29-
<br />IO 7 4.1' 0' 6.25"
<br />0 7 41 • 4.0"
<br />d--,r....._ $2
<br />72
<br />25
<br />10.7" .1 0
<br />r. 5"
<br />0 7 43 25"
<br />q 7 4.2" 4.0'
<br />r R ISfI HH 1 3
<br />D
<br />ql1 POINT95DgD SET 41
<br />12 S
<br />is Co 14-] 1 3.
<br />12. s"
<br />1&N Sr2: "
<br />T A
<br />1 D 7" 0"
<br />a.
<br />i 2.S
<br />19,0' ]L7' Al
<br />12 5".
<br />160 7,06.9' 12 E"
<br />I6 0 7 B" 6.9"
<br />N
<br />12.5
<br />MO" 9.7 a
<br />ILL '
<br />14,0 7.7' 6.2" 12.5"
<br />I6 D 7 ]" 6.2"
<br />32
<br />12.5'
<br />2d p' &4 72
<br />125"
<br />160 7.7" 6.21 129
<br />1$0 77' O
<br />71
<br />3L3'
<br />162r' 7.T &1
<br />12 s
<br />I611' f 7' 4'. s"
<br />Ii D 7.7" 6.2'.
<br />I), A M+' MED 33
<br />12.5
<br />Sd.r' &4' s,9'
<br />0.23"
<br />11 5" 4 4" 4.1" &23"
<br />to 1" 4.0' 3.7"
<br />nwNI-10AI1 41
<br />12S
<br />11A• S2" 4,a-
<br />W2 5"
<br />93 7.$" S' &25•
<br />92 35' 3:3"
<br />{d
<br />5:25
<br />13.5' 4A" 41"
<br />is
<br />3.5- 7.3"
<br />6.S
<br />106" 41" 2B'
<br />&2;'
<br />92" 3.9 1.]" 623'
<br />02 11 9;3'
<br />4�-ilRadaaRalB► 52
<br />72
<br />6:25
<br />9.2' 33" 7.3"
<br />82S
<br />3
<br />92" 33' J3"
<br />3141•Pomp YACTAMM
<br />MAa aBfAaw
<br />AYCMOR ►R0a0Re
<br />77Pe FW
<br />xPgN Ili 1 '-11' JA L. ILJ lr '
<br />F P o liI IIr
<br />dotY TI PI CeY.■ TIP!
<br />Cl C2 C3 CA Cl C1 C3 C4
<br />C'ONR TYPE
<br />cl CZ C3 C4.
<br />Sin r EMBED 23
<br />l kil!Nl♦W u
<br />4B
<br />L)--••P'�'� 52
<br />72
<br />i1 F'
<br />60"I.0
<br />6
<br />D09' 32.5''560
<br />160' 75"
<br />12S
<br />6P 6.7"
<br />I 4
<br />S2i
<br />SB d'1&D
<br />ee 12.9'
<br />BD
<br />Ise" 81"
<br />13.5'
<br />l D Y4 a' A➢"
<br />lY S
<br />7 0•' 16.0
<br />a
<br />7 5 I. '
<br />18 0
<br />14 7" 6.0"
<br />111"
<br />] 0 14 7" 6a"
<br />b
<br />tl S
<br />LI S
<br />1 6.C' 16.0
<br />la.a147
<br />6 9 32. 5`
<br />&U' 12 S'
<br />16 0
<br />0
<br />14 " 6
<br />T .0
<br />L; 7" DA'
<br />12 S"
<br />32 S•
<br />1 6.➢' 14:T' b➢"
<br />14-G' 14.1' B "
<br />.11r 1172'OtDQ. 33
<br />WOODSCRNI 41
<br />48
<br />32
<br />12
<br />12.S
<br />6 '
<br />1 .0 160'
<br />10.7 12.5'
<br />160
<br />121" JA"
<br />12.5
<br />16.0"10.6" 6.2"
<br />L2.4'
<br />16.0' 141`
<br />&1' 12.4'
<br />IS
<br />9T 6.6'
<br />12.5"
<br />16.0' 9.7' 111.
<br />1215'
<br />l].5
<br />L215"
<br />11L0. LLD'
<br />1ACY 111"
<br />16.1y" 9.6"
<br />7.0` 12.4'
<br />64' 12.5'
<br />5,6. 12.5'
<br />16.0
<br />Is 0"
<br />L60'
<br />4,6" 3a'
<br />Be' Se"
<br />9.6" 5:6'
<br />125
<br />12 T'
<br />12.5'
<br />]6.0' 9.6' 1.6"
<br />16n" .1 S.e"
<br />6.D' "' &6"
<br />U4"71-1/4'MKV 13
<br />TAP 41
<br />CRr'CFAS•
<br />y 60
<br />WANMIMMM BE
<br />7T
<br />ills'
<br />12
<br />111D' I&0"
<br />.0" II "
<br />le 1 ,3
<br />12:
<br />12:5•'
<br />160"
<br />i .
<br />E 0"
<br />11.
<br />9.2
<br />2:5'
<br />125"
<br />7 .0"30.2'
<br />• 9 `
<br />a.0 ,Z
<br />12S
<br />it 5'
<br />51.5'
<br />6. 'ILA
<br />Moll 10:5"
<br />16.0" 9.1'
<br />SI.S'
<br />i2.5!'
<br />13 S'
<br />1i3O'
<br />16 0'
<br />Mw,
<br />9.1'
<br />12; '
<br />3•Y 6 Bl 6 +/ 33
<br />All Pi1lNIHxYJXY al
<br />WOOD 6MSN®C 48
<br />.I� 32
<br />T q,67RW
<br />E!� 72
<br />LLS
<br />160 6.
<br />a 2 .5'
<br />15.5"
<br />6.0 S. r
<br />S2.S
<br />13 B' S.Y BS
<br />13S
<br />usa. 9.0'
<br />39 12.5'
<br />i 15'
<br />9. e' 41'
<br />&23`
<br />IZ a' 4.e" a1'
<br />MY'
<br />15.4•' 5.9'
<br />S 0 &2S'
<br />IL)"
<br />4.7' 4.0•
<br />&25•
<br />1
<br />1T S
<br />14.2 " 55
<br />4.F ' &2S'
<br />12 3'
<br />1 " 411
<br />.1
<br />6.15"
<br />-
<br />12. ' ' 4➢'
<br />7 4:T
<br />62S
<br />12.3" A?"
<br />4.0` &2S'
<br />12 3"
<br />• 4.0"
<br />6.23^
<br />123" 4.T" 4.0'
<br />ANCHOR NOTES:
<br />1 ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
<br />LL RE ,
<br />MAXIMUM ALLOVJABLEANCHCR SPACING, MAXIMUM ALLOWABLE SPANS AND PRMSVRES INDICATED
<br />i N SPAN SCHEDULE SHALL APPLY.
<br />2 ENTER ANCHOR SCHEDULE WED ON PANEL FA57ENER SPACING, THE EXISTING STRUCTURE
<br />M,kTERiAL, B ANCHORTYPE SE7.ECT DESIGN L1 AO GREATER THAN OR EQUALTO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPED
<br />3. 'PANEL FASTENERS" ARE STUDS USED IN CONUNCION WITH ALL MOUNTING EXTRUSIONS
<br />"r-TRACK STUOIJED ANGLE ETC USE6.25`O.0 PANEL FASTENER SPA TABLE VALUES R
<br />( ) L•IIRG va F13
<br />ALL "H"-AND 'V'-HEACE85 (INCLUONO BUILDOUT CONDITIONS)
<br />4 ANCHORS SHALL BE WSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATTON6
<br />s HOLLOW BLOCK E HOST STiUCT RE SHLL CONFORM M WITH C90 KOX
<br />6 MINIMUM E41DMENT SHALL BE AS NOTED 1N ANCHOR SC2IEOULE,
<br />7 M96MUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL
<br />FINISHES WALL FINISHES SHALL BE LIMITEOTD I/4` MAX OR SHALL BE VERIFIED BY OTHERS TO
<br />ADEQL/ATEIY TRANSFER LOADS TO HOST STRUCTURE.
<br />B. CONCRETE ANN}gILS NOTED HEREIN SHALL BE EMBEDDEDTO UN-CRAON`ED CONCRETE ONLY.
<br />9 WHERE EXISTIRGSTRUCTURE ffi - FRAMING EXIST) G CONDITIONS MAY VARY, FIELD
<br />WOW N AR
<br />VERIFY THAT FASTENERS ARE INTOA A7E 90D " MG MEMBERS, PLYWOOD. FASTENING
<br />TO PLYWOOD 15 ACCEPTABLE ONLY FOORQSIDE CLOSURP�gM HS, NOT
<br />10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN
<br />CENTER OF NOMINAL 2"X4-(141111.) WOOD STUD 14 EDGE DISTANCETS ACCEPTABLE FOR WOOD
<br />FRAMING), WOOD STUD SHALLBE "SOUTHERN PINE" G-0.55 ORGREATER DENSITY, TAG SCREW
<br />SHALL HAVE PHI LEVIS PAN HEAD OR HEX )FAD,
<br />ll RENNIVABLE ANCHORS ARE DEWALT PANELMATE, ALL-1'011INir SaLID-SET 4 5055 BUSHING
<br />13 MACHtNESCAEWS SHALL HAVE I/2"MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O
<br />13 MWIMUNEMSEDMENTANp EDGEDIST, NCE EXCLU DES STUCCO OR OTHER WALL FINISHES,
<br />14 DESIGNATES ANNCHOR GCJT,gMO" WHICH ARE NOT AOMPTAaLE USES.
<br />DIRECT MOUNTING CONDITIONS_
<br />16 LINE.MR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SC 4EWLES LISTED ON
<br />THIS SHEET
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<br />SHEET NO.
<br />SH 1.5.
<br />
|