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<br />EZ1 W/18 ANCHORS
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<br />SEE
<br />-C(SEE NOTE 2) '�W/`F j (NOTE 2)
<br />/14X1.
<br />O EaCN END - 3/16•• ALUMWUY
<br />� POP RIVET +' LAST PANELG) TO BE INSTALLED AT EACH OPENING SMALL ALWAYS Of-
<br />1/2* O O O O I O O O O O O ----_--i-- --i PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED
<br />• jj I Ij! TO BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />AT 2 PER
<br />� I ! 1 � L I � 1 i_ �(TYYRR ) NOTES
<br />L _ _. . L) . L
<br />' sox
<br />I T- - -I OF 'L' (1) OEFINITION OF SERIES -ZM. E-Z RANG STORM PANEL SYSTEM
<br />(ENO PANEL-) T 1 ! (INTERIOR PANEL) j INTERIOR (INTERIOR PANEL 1 f I YAX CONSISTING OF PANEL C-t TRACKS TOP 8 BOTTOM,
<br />(END PANEL) 1
<br />SEE NOTES 2, .1, 4 j j i I 1 SEE NOTES 2, 3. 4
<br />6' D" (2). END PANELS SHALL ALWAYS BE CONNECTED 10 BOTTOM TRACK
<br />OTHERWISE STOP BAR SHALL BE PROVIDED TOP OF SUCH
<br />A (9,1AT
<br />L44x
<br />PANEL LENGTH PANCLS.
<br />is Is1 * . IF ENO PANELS ARE (3)CONNECTED TO BOTTOM TRACK, CONNFCTIO N
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<br />I+ I I I I I j ! I(. CONSIST OF 1/4'a 20,3/4- M.S. W/ 7/B•ex3/32' WING
<br />j • _
<br />L_BOLTED PANELS W/ 1/a 20.1- ' NU7 OR 1/4'0,3/4' M'n THUMBSCREW INTO TAPPED BOTTOM
<br />"
<br />I 5.5 BOLTS w� o EA OVERLAP I TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO 1
<br />SEC71ONS EXTERIOR MT FLANGES OF END PANEL
<br />(SEE AS APPLICABLE)
<br />501E
<br />• •
<br />- Or_ (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />(( r I l I I 1 ( 1 I Iq I MAX TRACK (I.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />I 1 1 1--f-1-1--fi-T -T-r-T-1•-t-�--)-! -t-T--�--1 -r-I I--t--i INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF
<br />J J_ L L J J_ L L J1 J J I LLJJ_Lii.J L L J_� 1' L I J I LL JJ_ L.L. JJI L L J J_ LLJJ1 PANELS TO BCFTCM TRACK MAY OCCUR AT ANY PANEL LOCATION
<br />P
<br />SEE NOTE 4 --
<br />• 3' M.. _ y
<br />- Y•n. SEE _•/7 SE[ 1. 4In I INSTALLATIONS ONLY VALID FOR WINO
<br />-NOSE 3 NOTE 3 SPEED UP TO 170 m.pA
<br />ANCHORS
<br />- - i-(SEE SECTION EZt a ALTERNATIVE EZIW 0v SHEET Ill) -- -
<br />EZ1/18,
<br />EZ1W/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL SYSTEM (t)
<br />SCALE: 3/32-=1"
<br />2.637'(MN OVERLAP '/•' YA.. GAP
<br />/.
<br />MAX. aw 1 -
<br />SECTIONA -A
<br />`„•,,,,,I,rr,,,,,,
<br />SCALE: 3/32"=1" NA. �,ii IA. nt(/l✓ s
<br />;N;y�P: • '' EN 9 '-, FLORIDA BUILDING CODE Non High VitiocIty Hurricons Zone
<br />OWN, `RTEu, F4: Z4 GAGE GALVANIZED STEEL STORM PANEL TA
<br />3.44167 - O Pen N
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<br />GLOBAL PROTECTION PRODUCTS, LLC. "OI INe
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<br />etENGINEERING
<br />EN1131NEERING EXPRESS
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />Application Number: 17859.1 - R2
<br />SEX Project Number, 20-31543
<br />Product Manufacturer: All American Shutter; and Glass
<br />Manufacturer Address: 1540 Donna Road
<br />West Palm Beach. FL 33409
<br />Product Name 6 Description: 24ge Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />TNs Product Evaluation Report is teeing issued in accordance with the requirements of the Florida
<br />Builds Commission Rub Chapter
<br />Department of Business and Professional Regulation (Florida Building ) pt
<br />WG20-1D05. FA.C., for statewide acceptance per Method 1(d). The product noted above has been
<br />tested and/or BY
<br />as summarized herein to show compliance with the Florida Building Code
<br />Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Code.
<br />Re-evaluation of this product shall be required following pertinent Florida Building Cade modMutions or
<br />revisions.
<br />Substantiatin9 Data:
<br />• PRODUCT EVALUATION DOCUMENTSraw EX ding #20-31543 tieed'24ga Galvanized Steel Storm Panels (HVHZ d, Non-HVHZ)*. sheets 1-5.
<br />prepared by Engineering Express, signed 8 sealed by Frank Sennardo. P.E. Is an integral part of this
<br />Evaluation Report.
<br />• TEST REPORTS
<br />Uniform static structural performance has been tested in accordance with TAS 202 test standards per test
<br />T- -iT 1 kwater Testing. Inc.
<br />re rt a 118 ASG -00 Blac
<br />PO () �' rg.
<br />Large missile impact resistance and cyclic loading performance has been tested in accordance with TAS
<br />201 and TAS 203 teat standards par test report(s) OBT-ASG-17-001 by Slackwaler Testing, Inc.
<br />• STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluate the product based on
<br />comparative and/or rational analysis to quality the following design criteria:
<br />1. Maximum Alowable Spars
<br />2. Minimum Allowable Spans
<br />3. Minimum Gins Separation
<br />4. Anchor Spacing
<br />160 SW 12'- AVENUE SUITE 106, DEERFIELD BEACH, FLOAIDA 33442
<br />(954) 354-0660 1 (866) 396-9999
<br />TE AN CENGINEERINGEXPREss. COM
<br />ENG INEERiNGEXPRESS.COM
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<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 facilities.
<br />impact Resistance:
<br />Large Impact Resistance has been demonstrated as evidenced in previously listed test report(s), and is
<br />accounted for in the engineering design of this product.
<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.eengineering drawing).
<br />Installation
<br />This product shall be Installed in strict compliance with its respective Product Evaluation Document (I.e.
<br />engineering drawing), along with an components noted therein.
<br />Product components shall be of the material specified in that product's respective Product Evaluation
<br />Document ().eengineering drawing).
<br />Limitations 6 Conditions of Use:
<br />Use of this product shag be in strict accordance with the respective Product Evaluation Document (I.9.
<br />engineering drawing) as noted herein.
<br />AI supporting host structures shall be designed to resist all superimposed loads and shall be of a material
<br />listed in 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 />AN components which are permanently installed Shag be protected against corrosion, contamination. and
<br />other such damage at all times.
<br />This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ).
<br />Respectfully.
<br />Frank Bennardo. PE
<br />ENGINEERING EXPRESS*
<br />HPE004G549�Ceti Auth 9885
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<br />160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
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<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL C1�
<br />INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES
<br />QcrsnNc F'OtMEO
<br />CONCRETE oR ---y - TAPCON
<br />_1/4•0
<br />CONCRETE BLOCK ANCHOR O 12' O C.
<br />REWIRED. !
<br />/r
<br />y HEAD TEK WOOD HEADER J11.1' MEN ILF.AD TEK
<br />1/4•0 TAPCON
<br />_ E1�1
<br />ANCHOR . 12' O.C. / / - SCREW O a' FROM REQUITED SCREW 064' FROM
<br />JIIL.6''1' EDGE OF 1u
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<br />E.D. // - 1• -, Yh ;I! 1.
<br />r---t _ 1 1/22'
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<br />11 j RNR N ( +. 1 I ANET _
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<br />d G A `llil�`JEa.' 1 PANEL LENGTH 31 eRis 1f t R 3 1 PNiEL LENGTH e
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<br />R-SEPNUTKki I 1 1' MM. I i/4•e-2A2•
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<br />50x a TOGL i OF'
<br />tl 1 /4*0-20.2• OF -L• tl
<br />1 THUMBSCREW N I
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<br />: I
<br />E.D.
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<br />OIf1'I TAPCON ANCHOR
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<br />1/4-e TAPCON ! % 2-ri' *000
<br />ANCHOR a 12' O.0 EXISTING POURED PLATE
<br />LbNCNETE OR
<br />CONCRETE BLOCK _. -_. _._ _ _ _ REQUIRED
<br />REQUIRED. '
<br />WALL MOUNTING WALL MOUNTING
<br />SECTION EZ1 ALTERNATIVE E21W
<br />SCALE 3/8=1- SCALE 3/8-1-
<br />�PLA 11!��6N
<br />FLORIDA BUILDING CODE Nan High Velocity Hurricane Zone)
<br />tlQffS R MIN, PANEL LENGTH i 0. 441 a cm➢o A CCQ wc. A.
<br />24 GAGE GALVANIZED STEEL STORY PANEL,
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN SMALL BE 2'-6' <T °
<br />PRESSURE RATING +/- 40.0 P-a.f, AND 8'-0' MAX �.O •. STATE OEM -- �L ECOINC GLOBAL PROTECTION PRODUCTS. LLC. o2/n/➢R»
<br />' o"R
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<br />PANEL LENGTH. ''a/�y'/,'``2/''`•
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: W000
<br />b. 4PP8ea n Y�� DEL•%. R ]3314
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC S� - " EN ` r.,.. iai'n`wF: aml n�-ru1 FMu4: (oa•ks-»•6, rAF (os•>tec-m1 20-175
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<br />DENSITY OF 0.55 OR EQUAL.
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<br />ALL AMERICAN SHUTTERS AND GLASS MAXIMUM ALLOWABLE : [OVk �,EA"=
<br />L 4ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ DESIGN PRESSURES:
<br />A 5 NOTED IN DESIGN
<br />DESIGN NOTES: I SCHEDULES a�
<br />POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />WIDTH UNLIMITED -
<br />FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER r W n
<br />(PERP. TO PANEL SPAN) SEPARATE ENGINEERIµN�GG IN ACCORDANCE WITH THE k'
<br />DETEERMING ODE, P9RD.6UN&ENTS AS
<br />YlRHIASCE 7 AND CHAPTER l• - ''�N�
<br />TIX' MOTYPE UNT DN TYP. 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN - N. (=j
<br />Q' SECTIONS OR EQUAL TO THE POSrrrVE OP. NEGATIVE DESIGN 1">` I
<br />OPTIONAL L•QO STITCH PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY I < W 5i
<br />g BOLTS WITH WASHERED ASSEMBLY AS SHOWN,
<br />WTNGNUTS FASTENED 9 } d
<br />OVERLAPS ®MIDSPAN NYSE GENERAL NOTES: m �r
<br />_ 411 A SPAN TA ! PPROPRIATE TABLE)
<br />>#, � i � � I. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN Ul
<br />+0 ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE O W
<br />SEVENTH EDITION (2020) FOP USE INSIDE AND OUTELOE OFTHE HVHZ PER �� tl O
<br />q YI Q l pO Fl LAN ��l TAS 20/. 202 AND 2D3 TEST PROTOCOLS. CONTRACTOR SHALL INVESTIGATE
<br />JF. p ANDCONFCJRMTD ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY
<br />i 01 APPLY. DESTGN CRITERIA BEYOND AS STATE" HEREIN MAY REQUIRE In
<br />g 2 ADDITIONAL SITE -SPECIFIC SEALED FNGINEFRDIG.
<br />n Iu R0.156" 2 ND 33-1/31. INCREASE IN ALLOWA OLE STRESS HAS BEEN USED IN THE
<br />1 ? DESIGN OF THIS SYSTEM.
<br />3 THE ARCHITECt/ENGINEER OF RECORD FOR THE PROJECT
<br />SUP[PSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE
<br />FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH
<br />SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR, 0
<br />I o 4. SEPARATE 'SIR -SPECIFIC' SEALED eNGINEERING SMALL BE RE LIP D IN
<br />! ORDER TO OMATE FROM LOADS, DEFLECTIONS, OR SPANS COIRAIM
<br />BOTTOM LNT t + 1 HEREIN. CONTACT THIS ENGINEER FORALTERNATE SPAN CALCULATIONSAS B1 Is
<br />(CONI TYPE AS l MAY BE REQUIRED. E�1 11 „ Lll
<br />REQ D) s THe srsTeM D SPIECIO NERnu IS GENERIC AND DOES NOTE-DE�I la
<br />\RO.391" / INFORMATION FOP A SPECIFIC SIR. FOR SITE C-0MDR[OHS DIFFERENT FROM W D }
<br />\ / 0." THECONDITIONS DETAILED HEREIN, A LICENSED ENGINEEROR REGISTERED PI O
<br />MAY BE AT T ARCHITECT SMALLPREPARE SITE SPECIFIC DOCUMENTS FOR USE IN
<br />a BOTTOM CONJUNCTION IVRN TMIS DOCUMe-
<br />DESIG N PRESSURES
<br />NOTED
<br />HEREIN ARE
<br />BASED ON MAXIMUM TESTED
<br />1 TYPICAL VERTICAL MOUNT ELEVATION PRESSURESDIVIDED 5 SAFETY FACTOR
<br />ALL FASTENERS TO B[ ,L OR GREATER SAL GRADE 3 UNLESS
<br />N NOTED
<br />PITS ELEVATION OTHERWISE, FASTENERS SHALL BE CADMIUM -PUTTED OR OTHERWISE Ix rA
<br />1 CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WRH 'SPECIFICATIONS
<br />FOR ALUM OVUM STRUCTURES" SECTION I.3 BY THE ALUMIN UN ASSOCIATION. 7VVV4
<br />INC., & ANY APPLICABLE FEDERAL, STATE, AHD/OR LOCAL CODES.
<br />TOP MOUNT B ALL STORM PANELS SMALL Be 2-STEEL 1-0.024' E2
<br />(CONN TYPE LTeX 9 STORM PANELS SHALL CONFORM TO ASTM A653 STRUCTURALQUALITY
<br />STEELGRID GALVANIZED COATING WITH A MINIMUM F .4e 1 KSI. W
<br />ASREQ'D) -51 TIONE) 10. ALL ALU MINUM EXTRUSIONS S MALL BE 6053-T6 ALUMIN UM ALLOY,
<br />UNLESS NOTED OTHERWISE. d
<br />11 TOP & BOTTOM DETAILS S YlN MAY BE INT[RC AS FIELD
<br />BOTTOM CONDITIONS DICTATE PANELS MAY BE MOUNTED VERTICALLY
<br />OR J
<br />OUNT MOR120NTALLY AS APPLICABLE. J
<br />12 CONCRETE ANCHORS NOTED HEREIN SHALL C E E ANCHORS
<br />TO 4Q
<br />jm H (CONNAS
<br />'D NON-CRACKEDCONCRETE E DATIONS, ALL CONCRETE AM CHORS PER
<br />4 AS REQ'D) 13. UTHE C ER'S RECOMMENDATIONS.
<br />8 �rQ }p5 13. THE FRO DISSIMILAR
<br />IS RESPONSIBLE O INSULATE EC PROLYSIS. Fyn gG
<br />i O Z t 14. MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. $ $ S
<br />W 14. N ONLY
<br />ER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS
<br />--{{ OBSTRUCTION
<br />a
<br />? E SHOWN ONLY. USE Cf THIS SPECIFICATION BY C.ONTAACTOR et FL e
<br />�O (LOCATION MAY VARY) O INA SAVHARMLESS THIS ENGINEER FOR ALL COST a DAMAGES
<br />N i INCUOINCWDIMG L SAVES HARMLESS
<br />APPELLATE FEES RESULTING FROMMATERIAL
<br />_ n w FABRICATION, SISTER By UDCOIL, & CONSTRUCTION PRACTICES BEYOND THAT N
<br />2, TOP NMOUNT DCVINN-A O CALLED FOR BY IDCAI, STATE, A FEDERAL CODE a FROM
<br />11AS
<br />RE TYPE IS* EXCEPT
<br />OF THIS PLAN p
<br />PEQ'D) 13. EXCIPTASEXPRESSLY MATICI S ARE
<br />MEREN, NO ADDITIONAL V yll�
<br />CERTIFICATIONS S AFFIRMATIONS ARE INTENDED. C
<br />16 ALTEPAM ITIm' ADDITIONS. OR OTHIS MARKINGSTOTH6 DOCUMENT p
<br />ARE NOT PERMITT[D At ZHVALIOAR THIS RRTIFICATION. M
<br />Lmex 11. IANELS SHALL BE PERMANENTLY LABELED WITH MINIMUM OF (I) LABEL
<br />BOTTOM MOUNT (07TJV PER EVERY 30 FEET. CONTAINING THE FOLLOWING INFORMATION: y ell
<br />TYPE AS REQ-0) (SEMI BELOW ALL AM ERICAN SHUTTERS AND GLASS i( C
<br />OBSTRUCTION) WEST PALM BEACH, FL
<br />OPTIONAL Y" 2D STITCH TAS 203, TAS 202 aTAB 203
<br />PANELS MAY BE NOTCHED CONNECTIONS REQUIRED, BOLTS WITH tYASMERED FLORIDA PRODUCT APPROVAL NUMBER CV,a➢MT x1EwWDR1E
<br />PROVIDED RE U EDWHICHSA AND IVINGMUTS FASTENED @ 20-31543
<br />ANCHORS ARE USED WHICH SATISFY OVERLAPS Q MIDSPAN (USE
<br />SPANS ABOVE fl BELOLV OBSTRIKTION.
<br />4PPROPRIATE SPAN TABLE) VISIT ECALC.10131FM13 ■ $f�
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />_ Val@+♦1XNEEFN6EXPRBPB fAMSTOAE ■ �T
<br />1 NT.S. ELEVATION''°� �ILJII
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />MINIMUM STORM PANEL SEPARATION FROM GLASS -
<br />(HVH2, WINDIONE 46 ESSENTIAL
<br />FACILITIES)
<br />MAXIMUM
<br />DESIGN
<br />RLLOWAsk E
<br />INSTALLATIONS IEss (THAN
<br />PRESSURE
<br />SPAN (l a.l
<br />THAN 30 ABOVE GRACE THAN
<br />0 ABOVEGREATER
<br />30' ABOVE GMOF
<br />CE
<br />(PSFI
<br />-130
<br />- _•__
<br />1300-n
<br />606m -
<br />_ - -_ -
<br />- 2.1E
<br />- - '
<br />I-
<br />• 35
<br />!
<br />13001n
<br />6061n _
<br />2161
<br />� '/40
<br />1300 n
<br />_ -.. 6061n
<br />_ -
<br />T.I6In I
<br />•/"15 _.
<br />I300 n _.
<br />f
<br />6.06m
<br />216 n
<br />•/ 50
<br />130.0In
<br />6.06 in
<br />2 161.
<br />./SS
<br />1066n 1
<br />608n
<br />2 35;
<br />•/ 60
<br />e T
<br />3
<br />609._.
<br />253
<br />59811
<br />_ _.
<br />_ till _ _ _
<br />_T_7T
<br />:iNAN bLHtUULt NU I t5:
<br />1. ENTER SPAN SCHEDULES WITH NEGATIVE
<br />DESIGN LOAM 8 PANEL FASTENER SPACING TO
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />POSITIVE LOADS LESS THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADS.
<br />2. "PANEL FASTENERS' ARE STUDS USED IN
<br />CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />("F'-TRACK, STUDDED ANGLE. ETC.). USE 6.25•
<br />O.C. PANEL FASTENER 'H"- AND "U SPACING TABLE VALUES FOR
<br />"-H A I ALL FADE 5 (INCLUDING BUILD OUT
<br />CONDITIONS).
<br />3C. LINEARINTERPOLATION E N ADS 15
<br />ACEPTABLE, OTHERWISE USE NEXT HIGHER LOAD.
<br />GLASS SEPARATION NOTES:
<br />N R PAN H W POSITIVE S LOAD MN 1. E TER S SCHEDULE TTM PO MT H DESIGN 0 O DETERMINE
<br />E
<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 />3. F INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />OR S S W S
<br />FACILITIES IN ASTM WINO ZONES 1 THROWN 3, THE GLASS SEPARATION
<br />SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING IS REQUIRED.
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />TOP
<br />MOUNT
<br />g
<br />lit
<br />9
<br />'M• H.Piw,
<br />0"
<br />0'
<br />1 2r
<br />2r'
<br />257
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<br />1 0"
<br />1 24"
<br />2r
<br />2r
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<br />0"
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<br />26'
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<br />•CClPT•eLE
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<br />20-31543
<br />PANEL •DI•cEN* ro
<br />EGRFSS PAnftl
<br />M OPTIONAL EGRESS PANEL DETAIL
<br />5
<br />INTERIOR FASTENING
<br />_. - - - - -- TRICK DCNNARDO. DC
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<br />1.51 1.560"I^ �1,560" 1.510" 80' MAXM S5 0.376" 552 qq77�522 �O pp " jai
<br />-{655" D.19' OD,655 0376'^•1 I-'0655" 0.350" El.007" 0.�33 3 d
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<br />14.675' PANEL L.ENG BS TTf LLo {0.545 Ip p
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<br />tr.r EMBED a sg 0
<br />10(10" 3920'�x_��.•
<br />OVE
<br />ARLAP MAX. yy 14
<br />�.2V MAX. ^ m-1.500"
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<br />MIN
<br />1.500"
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<br />IV MAX� MIN. 0001
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<br />"3L a CORNEA CLOSURE OETdI EMBED' s f_., nr
<br />- all• e�' a�,
<br />U Nrs.
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS, PANEL FASTENERS @ 12.5" O.C.
<br />_
<br />MINI®
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<br />ANCHOR NOTES:
<br />L. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE SMALL APPLY.
<br />2. ENTER ANCHOR SCHEDULE BASED ON PANEL FA57ENER SPACING, THE EXISTING
<br />T ENG STRUCTURE
<br />MATERIAL, B ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DE5
<br />1
<br />GN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPANS ELECT
<br />CONNECTION TYPE RASED ON APPROPRIATE MO IN S UNi G COND/TIaV (SEE MOUNTING DETAILS ON
<br />SHEET 2 F00. IDENTIFICATION OF OOiENECTION TYPE)
<br />3. "PANEL FASTENERS" ARE STUDS USED IN CON) UNCTION WITH ALL MOUNTING EXTRUSIONS
<br />V _T RAC%, STUDDED ANGLE, ETC.) LOSE 6.25" O.0 PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL'N'- AND 'U'-HEADERS (INCLUDING BUiLDOUT CONOITIdVS)
<br />4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS
<br />5, HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK.
<br />6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE.
<br />7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL
<br />FINISHES. WALL FINISHES SHALL BE LIMITED TO I/4" MAX OR SHALL BE VERIFIED BY OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE.
<br />6. CONCRETE ANCHOR NOTED 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 INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTENING
<br />TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES,
<br />LD. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SMALL BE LOCATED IN
<br />CENTER OF NOK14AL 2" X 4" (MIN.) WOOD STUD (/�" EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING). WOOD SIUD SHALL BE SOUTHERN PINE" G-C,55 OR GREATER DENSITY. LAG SCREW
<br />SHALL HAVE PH ILLIPS PAN HEAD OR HEX HEAD.
<br />Ll. REMOVABLE ANCHORS ARE: DEWALT PANELMATE ALL -POINTS ET A FtNTS SCUD A a BRASS &15MING.
<br />1
<br />2. MACHINE SCREWS SMALL HAVE 1/2" MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAL), TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N 0
<br />13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES.
<br />L4. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />LS 1)c DIRER H(A/NTING CIXJORIDNS.
<br />L6. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET,
<br />1 20-31543 1
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<br />SHEET NO.
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|