|
Ezt/ts,
<br />Eztw/ta ANCHORS
<br />-(SET SECTION EII ! ALTERNATIVE E21w ON SHEET 1a) I
<br />-3• Me..� -•i]' MeN. -
<br />I- W. 'I- Mina
<br />-T(SEE NOTE 2) -��Y"Iwm 2) j
<br />„rXery I Tn.
<br />3 Ili ALUMINUM
<br />POP RIVET O LAST PANELQ TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />1/2' O O O O b O O O O O PROMDEO W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED
<br />gVkLEp
<br />TO 0E FROM INSIDE STRUCTURE.
<br />AT 2 PTR
<br />PANEL
<br />fiY.Lief
<br />56X
<br />OF L (t ). ���i������: E-Z HANG STORM PANEL SYSTEM
<br />(END PANEL) 4AK CONSISTING OF PANEL + CON. TRACKS TOP dr BGITOM.
<br />(END PANEL) (INTERIOR PANEL) (INTERIOR PANEL) (NlTERWR PANEL)�r�
<br />SEE NOTES 3, 4 SEE NOTES 2, 3, 4 (2). ENO PANELS SHALL ALWJ�pS BE CONNECTED TO TOM TRACK
<br />AT
<br />2. OTHERWISE A STOP BAR (� SHALL. BE PROVIDED AT TOP Of SUCH
<br />PANELLE PANELS.
<br />* +- 40.0 pp1.(3). K END PANELS AID CONNECTED TO BOTTOM TRACK, CONNECTION
<br />* _... ' RE kj
<br />. .i_ ..__ _ SWILL CONSIST OF 1/4'e-2093/4" M.S. W/ 7/B'exb/32' WING
<br />�
<br />PANELS W/ ,/4P-2Oe1,' NUT OR i/4'6x3/4' Min. THUMBSCREW a/T0 TAPPED BOTTOM
<br />-VPL7ED
<br />SS. BOLTS W,e EA. OIIERLAIP TRACK. LOGQION OF FASTENERS MAY BE AT EITHER OF TWO
<br />(SEE SECTIONS IS I EXTERIOR FIAT FIANCES OF END PANEL.
<br />OF (4), IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />MAX. TRACK (i.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />I
<br />PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE (3) ABOVE. IN SUCH CASE. CONNECTION OF
<br />JJ_LLJJILLJJ_L J1LLJ LIJILLJJ_LLJJ1 4.LJJ_LLJJ PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION
<br />e
<br />e e
<br />J 3, M. SEE NOTE 4 T 3• Ya.
<br />t' NFL L t• Ion. t INSTALLATIONS ONLY VAUD FOR WINO
<br />3 LJW" rm 3
<br />SPEED UP TO 170 m.p.h.
<br />t3' ANCHORS
<br />•
<br />_...-(SEE SECTION E21 6 ALTERNATIVE EZtw ON SHEET 18)--- - --...
<br />EZ 1 /18,
<br />EZ1 W/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL SYSTEM (t)
<br />2.6E 1'(uN. OhTIl.t 1/4- MOIL CAP
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<br />SECTION A -A �,,,,,,,,,•I,NN.,
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<br />P� • ' EN '' :�9 : FLORIDA BUILDING CODE (Non High Velocity Hurrleane Zone
<br />£ axlo nRrn..< 24 GAGE GALVANIZED STEEL STORM PANEL'm:
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<br />NGiNEERING
<br />ENGINEERING EXPRESS
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />Application Number. 17869 1 - R2
<br />EX Project Number'. 20-31543
<br />Product Manufacturer All American Shutters and Glass
<br />Manufacturer Address: 1540 Donna Road
<br />West Palm Beach. FL 33409
<br />Product Name a 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 />61G20-3.005. F.A.C., for statewide acceptance per Method 1(d) The product noted above has been
<br />tested andlof evaluated 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 Code modifications or
<br />revisions.
<br />Substantiating Data:
<br />•PRODUCT V LUA CUMENTS
<br />EVALUATION TION 00
<br />r in PF -31543 Ntied'24ga Ga van¢eit Steel Storm Panels HVHZ a Non-HVHZ--. sheets 1 5.
<br />EX drawing g 20( )
<br />prepared by Engineering Express. signed & sealed by Frank Bernardo. P E is an integral part o1 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 />report(s) e6T-ASG-17-001 by Blackwater Testing. Inc
<br />Large missile impact resistance and cyclic loading performance has been tested in accordance with TAS
<br />201 and TAS 203 test standards per test report(s) NOT-ASG-17-001 by Blackwater Testing. Inc.
<br />• STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have been preparod which evaluate the product based on
<br />comparative and/or rational analysis to quality the following design criteria'
<br />1. Maximum Allowable Spans
<br />2. Minimum Allowable Spans
<br />3 Minimum Glass Separation
<br />4. Anchor Spacing
<br />160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 ( (866) 396.9999
<br />TEANOENGINEERINGEXPRESS.COM
<br />EeiGiNteki NG EXPRESS. 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 glanng 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 repon(s), and is
<br />accounted for in the engineering design of this product
<br />Wind Load Resistance
<br />TMs product has been designed to resist wind loads as indicated in the span schedulers) on the
<br />respective Product Evaluation Document (I a engineering drawing)
<br />Installation
<br />This product shall be installed in strict compliance with its respective Product Evaluabon Document (I e
<br />engineering drawing). along with all components noted therein.
<br />Product components shall be of the matenal specified in that products respective Product Evaluation
<br />Document (i.eengineering drawing).
<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 shall be designed to resist all superimposed bads 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 />i r permanently installed shall be protected against corrosion contamination. and
<br />All components which are a t ns of po pe ly w 9
<br />other such damage at all times.
<br />s amag
<br />This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ)
<br />Respecttulh',
<br />Frank Bennardo, PE
<br />ENGINEERING EXPRESSO
<br />aPE0045549ICan. Auth 9885
<br />t SS
<br />Ili•. h:. M,
<br />SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 3344
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM ENGINEERINGEXPRESS.COM
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<br />1 20-31543 1
<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG ARM PANEL
<br />INTO POURED CONCRETEE _ CONCRETE BLOCK AND WOOD STRUCTURES
<br />_ _EXISTING POURED
<br />CONCRETE DR , '4`0 TAPCON
<br />CONCRETE BLOCK ANCHOR O 12" O.C.
<br />REQUIRED.
<br />O
<br />1/4'r TAPCON ` 1-' 1114. 1' HEX HEAD TEK OT10D .1•"' _114.1' HEX WAD TEK
<br />ANCHOR a 12" O.G. SCREW O 4' rRON REOLIIILLO SCREW O 4' FROM
<br />EDGE OF EDGE OF
<br />{7 71
<br />9 09
<br />! -
<br />1/••A-IWP LJ Li )
<br />,a/S4 it __ .. 1 ) 63, e0.D R 1
<br />e01Rte N
<br />N rw DIOR/f� q 1 1/20 l l tic. N M 1 t/2•
<br />SE
<br />EXISiMG N CtA55. / - E iWQa� SEPARATION - 3/f 6'r
<br />70
<br />TO I _ 3 16
<br />POP TO CLASS POP
<br />GLA55- "N
<br />;UMINU4
<br />it '
<br />i
<br />I MAX
<br />AT rain • E 1 MAX, ILL
<br />.,•N,6
<br />AT � ������ - -1 PANEL LENGTH AIR
<br />em EN
<br />'-j PAHEI LENGTH p NMeleeM'
<br />+
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<br />Y t' Wn. ) S I. MIN.
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<br />R TO GLASS. ; SOX I TO CLAM THUMBSCREW OF L.
<br />N I-'/4'0-20.2• Or "L- N I
<br />THUMBSCREW N ii
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<br />Ely - i'MAIL.
<br />/2`
<br />r
<br />ant
<br />J
<br />II
<br />=1.- 1 /1'r TAPCON ANCHOR
<br />••, - O 12' Q.C.
<br />1/4'0 7APCON POURED - nLATE WOOD
<br />ANCHOR O 12' O.C. OUR
<br />-RE�
<br />�/ - REOUIRED
<br />CONCRETE
<br />REOUNED.
<br />WALL MOUNTING WALL MOUNTING
<br />SECTION EZ1 ALTERNATIVE EZ1W
<br />SCALE 3/8e1- SCALE 3/8-1-
<br />pHNil
<br />S►�''�GENy�c`�9
<br />FLORIDA BUILDING CODE (Non High VelocityHu come Zone)
<br />NOTES:
<br />rEPANEL 1-ENGTH • 0.441 p�0 T11WM INC. 24 GAGE GALVANIZED STEEL STORM PANEL RA'
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN BE 2'
<br />PRESSURE RATING +/- 40.0 p.s.f. AND W-0' MAX STATE 07/CAW Wo
<br />IL E C O Itrc GLOBAL PROTECTION PRODUCTS, LLC. 0"1L
<br />PANEL LENGTH.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: W000 OA: FCORIO >wsTl.rr
<br />, , IMe a EN9,HEERND .-ANY aDvLFL
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC �l NR,,eRNA RL - n1. W,W.• wwA �' ""' 20-175
<br />(lie -,-,sr . Um1 n,..v, MOrc. fc3.)66N-»4s. FAc <IM.)Mn-61n)
<br />S/QNALF• N
<br />u-wo6r16 o W4RWc Na
<br />DENSITY OF 0.55 OR EQUAL. 4NINLN81HssvMlFjDtrz
<br />true A nLLn x., Pr. pP�e
<br />-isi Scale re ,E
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS
<br />(HVHZ & NON-HVHZ)
<br />WIDTH UNLIMITED
<br />(PERP. TO PANEL SPAN)
<br />TOP MOUNT (CONN
<br />TYPE AS REQ'D)
<br />SECTIONOPYIOS
<br />y--
<br />f •WA STITCH
<br />ALTH
<br />BOLTS WI
<br />BOLTS WASHHETCH
<br />WINGNUTS FASTENED O
<br />OVERLAPS O MIDSPAN (USE
<br />APPROPRIATE SPAN TABLE)
<br />�W3�E
<br />9 Mg
<br />PLAN VIEW
<br />E
<br />in X ¢
<br />L
<br />110.156'
<br />i
<br />\
<br />r
<br />1`
<br />BOTTOM MOUNT
<br />\ (
<br />)
<br />(CONN TYPE AS
<br />\`
<br />REQ'D)
<br />It0.791"
<br />MAY SE AT T I-0.375'
<br />a BOTTOM
<br />1 TYPICAL VERTICAL MOUNT
<br />ELEVATION
<br />1 PIT S
<br />ELEVATION
<br />TOP MOUNT
<br />(
<br />I NX
<br />AS wy.)
<br />y--
<br />(SPAN ABOVE
<br />OBSTRUCTION)
<br />BOTTOM
<br />wN�
<br />S'
<br />(-MOUNT
<br />(CONN TYPE
<br />AS REQ'D)
<br />QiOQ
<br />n
<br />a�
<br />JF' Tel sr
<br />�
<br />-OBSTRUCTION
<br />(LOCATION MAY VARY)
<br />%5 >
<br />TOP MOUNT
<br />zz
<br />(CONN TYPE
<br />AS R 'D C'Q )
<br />BOTTOM MOUNT (CONK
<br />LmBJr
<br />(SPAN BELOW
<br />TYPE AS REQ'D)
<br />oBsrlwrnoN)
<br />PANELS MAY BE NOTCHED AS REQUIRED,
<br />OPTIONAL y''-20 STITCH
<br />FRONTDIEDTHAT CDNNECTIC'S AND
<br />BOLTS WITHWASHERED
<br />ANCHORS ARE USED WHICH SATISFY
<br />SPANS A80VE a 8EL0V! DBS7RICTION.
<br />WINGNUTS FASTENED a
<br />��"' O FB DSP(USE
<br />TABLAN
<br />APPROPRIATE SPAN E)
<br />VERTICAL MOUNT
<br />ELEVATION
<br />2 NOTCHED PANELS
<br />1 N.T.S.
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />MINIMUM S ANEL SEPARATION IRON GLASS
<br />(HVMLWIN. /'.INE46ESSENTIALFACKITIES)
<br />�_�F_l
<br />ALLOWARE
<br />INSTALIATION5lFSS INSTAl1ATKX4SGRFATER
<br />SPANILlnall1iHAN
<br />90'ABOYF GRADE THAN 30'A6IWEGRADE
<br />,:writ
<br />P�EMX•I45 G00B6IEB'.
<br />Ly Ts :.
<br />'e-''�
<br />tx91
<br />MAXIh1UM ALLOWABLE Ja^
<br />tlnlW
<br />DESIGN PRESSURES: ''7
<br />iMYH,
<br />w 16''rl
<br />'-0•rV'
<br />aS NOTED IN DESIGN
<br />NOTES: SCHEDULES
<br />o v
<br />e
<br />POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />FOR USE WITH THIS SYSTEM SMALL BE DETERMINED PE0.
<br />SEPARATE ENGINEERING TN ACCORDANCE WITH THE
<br />GOVERNING CODE. PRESSURE RE( UIREMENWS AS
<br />DETERMINED IN ACCORDANCE WITH ASCE 7 AND CHAPTER
<br />w
<br />4N
<br />1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN
<br />wlu u _
<br />ORESSUAL TO THE POSITIVE OR NEGATIVE DESIGN
<br />PRURE CAPACITYVALUES LISTED HEREIN FOR ANY
<br />ASSEMBLY AS SHOWN
<br />4M
<br />Cr
<br />GENERAL NOTES:
<br />mIt�
<br />SPECIFICATION HAS BEENHEAND SHALL IN
<br />ROANCE WITH THE RNUREMENNT3 OHEFLORIDALDINGCOD
<br />VENn, EOTTICN 00REµO�B-�
<br />t b C
<br />0Sif
<br />rA5 201. 02 ANDPROTOCOLS. CONTRACTOR SHALL INVESTIGATE
<br />2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN TINE
<br />DES' OP THIS SYSTEM.
<br />3. THE ARCHITEC7(ENG[NEER OF RECORD FOR THE PRO]FCT
<br />SUPERSTRUCTURE WITH WHICH THIS DESIGN 15 USED SMALL Be RESPONSIBLE
<br />0
<br />..
<br />FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH
<br />Fri
<br />SHALL BE COORDINATED BYTHE PERMITTING CONTRACTOR,
<br />4. SEPARATE ^SITE•$PE:CIRC'S[AL[O ENGINEERING SHALL BE RegUIRED IN
<br />ORDER TO DeV7ATE FROM LOADS, DEFllCTIONS, OR SPANS CONTAINED
<br />Z
<br />HEREIN.CONTACT THIS ENGINEER FOR ALTERNATE SPAN CALCULATIONS AS
<br />MRY Be RBQUIRl
<br />3. TH[ BYSTL9 DEFALLED HEREIN IS GENERIC AND DOM NOT PRWIDe
<br />pa
<br />INFORMATION FOR A SPECIFIC SILL FOR SIR COMDRIONE DIFFERENT FROM
<br />W d
<br />p
<br />THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED
<br />ARCHITECT N ALL PRO RE SITE SPECIFIC DOCUME N'TS FOR USE IN
<br />i p
<br />l�
<br />CONJUNCTIONCTIO N IYITH THIS DOCUMENT
<br />6. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED
<br />BY A 1.5 SAFETY FACTOR.
<br />:,
<br />= 8 Bf
<br />X
<br />PRESSURES DIVIDED
<br />7, AlL FASTENERS TO BE K'MT OR GREATER SAE dtADE 3 UNLESS EIOTED
<br />(n
<br />OTHERWISE. FASTENERS SHALL B ECADMIUM-PUTED OR OTHERWISE
<br />ZIX
<br />CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH 'SPECIFICATIONS
<br />FOR ALUMINUM STRUCTURES' SECTION 2.3 BY THE ALUMINU14 ASSOCIATION,
<br />INC.: 6 ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES.
<br /><
<br />B. ALL STORM PANELS SMALL BE 24GA STEEL, IN0.024'.
<br />FORM AST,
<br />:Y
<br />DY
<br />S
<br />STORMA TO A633 STRUCTURAL QUALITY
<br />S. , AVAILS SHAH CON
<br />III ALL ALU YAMiZ[0 COATCNS WITH A MINIMUM A -AM IUMIN NSA. L
<br />10. ALL ALUMPIUM EXTRUSIONS SHALL EE 6ti6}T6AWMIXUM ALLOY,
<br />W
<br />4
<br />UM
<br />]1 TOP 6 BOTTOM DETAILS SMOYM EMY B[ INTERCHANGED AS FI[LO
<br />LESS NOTED OTH ER WISE.CONDITIONS
<br />,Q
<br />HOR19ONTALLY ASAAPPLICAABELE MAY BE MOUNTED VERTICALLY OR
<br />Q
<br />12, CONCRETE ANCHORS NOTED HEREIN SHALL BE EMEEODEO TO
<br />NON -CRACKED CONCRETE ONLY, INSTALL ALL CONCRETE ANCHORS PER
<br />MANUFACTURERS RECOMMENDATIONS.
<br />r� g
<br />13. THE CONTRACTOR 15 RESPONSIBLE TO INSULATE OR PROTECT ALL
<br />MEMBERS FROM DISSIMILAR MATERIAL6 TO PREVENT ELECTILMYSIS.
<br />R
<br />9
<br />Bb
<br />Ii�v
<br />14. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS
<br />SHOWN ONLY USE OF THIS SPECIFICATION BY CONTRACTOR, el. EL
<br />B
<br />II4DEPWI ES a SATHIS
<br />SAVES HARMLESS TS ENGINEER FOR ALLCOST B DAMAUeS
<br />INC WDING LEGAL FEES B APPELLATE FEES RESULTING FROM MATERIAL
<br />FABRICATION, SYSTEM ERECTION, 6 CONSTRUCTION PRACTICES BEYOND THAT
<br />I
<br />I
<br />®
<br />Fr
<br />E
<br />IT
<br />WHICH IS CALLED FOR BY LOCAL STATE, B FEDERAL CODES B FROM
<br />DEVIATCONS OF THIS PLAN.
<br />!t
<br />6
<br />3
<br />15. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL
<br />CERTFICATIOxS OR AFFIRMATIONS ARE INTENDED
<br />E
<br />]6. ALTERATIONS; ADDIRONS. DR OTHER MARKINGS TO THIS DOCUMENT
<br />AR[ NOT PERMITTED AND RriAL1DATf THIS C[RTIFlCATON.
<br />p
<br />M
<br />(P
<br />N
<br />17. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF (1) LABEL
<br />PER EVERY 3.0 FEET, CONTAINING THE fOLLNG INFORMATION:
<br />DWI
<br />7-
<br />$�
<br />E
<br />ALLAN ERICAN SHUTTERS AND GLASS
<br />WEST PALM BEACH R
<br />' z
<br />0
<br />�e
<br />TAS 201, TAS 202 >L TAS 203
<br />cwrnBNrRMrIN RuxNDDFC
<br />20-31543
<br />FLORIDA PRODUCT APPROVAL NUMBER J
<br />VISIT ECALCJ0/37548 $Jrul
<br />1i6L BD -gym '
<br />'Fen 9,NtffB1NB6RP1®BfAMEIOPE .
<br />rOnAMNTW N4L MNR. RfapMT4 i ReotRcea
<br />_ _-
<br />-
<br />III
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />T
<br />TOP
<br />MOUNT
<br />•�
<br />5aap $$
<br />p
<br />°H• Ha dsr
<br />(r
<br />Cr
<br />I 0'
<br />1 23-1
<br />2r
<br />25-
<br />22-
<br />2r
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<br />rr
<br />28`
<br />•U' He. ,
<br />BNaeelA a
<br />0•
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<br />0'
<br />0'
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<br />23'
<br />2 4'
<br />2S
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<br />2 r
<br />P
<br />3 4'
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<br />2.569Wd
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<br />11'
<br />30'
<br />31`
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<br />27
<br />3O
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<br />33'
<br />2a
<br />BUMt
<br />TH.
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<br />24'
<br />2r
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<br />SD"
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<br />24'
<br />4a'
<br />30'
<br />a
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<br />"F TracA
<br />ZS
<br />23`
<br />?S
<br />31"
<br />SIT
<br />30"
<br />Sr
<br />30'
<br />SO'
<br />2S
<br />SP
<br />1'
<br />36'
<br />Intl Ayk tyvill MourX
<br />22'
<br />2r
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<br />1' 1
<br />?P
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<br />2P
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<br />31`
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<br />zr
<br />zr
<br />W46'
<br />6O'
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<br />a
<br />4a•
<br />30'
<br />33•
<br />•U- Hwder
<br />0'
<br />a,
<br />P
<br />29'
<br />24'
<br />2S
<br />2Y
<br />2r
<br />0'
<br />2r
<br />23"
<br />29•
<br />'P N TnOA
<br />24`
<br />24-
<br />24-
<br />W
<br />4)r
<br />ST
<br />29'
<br />4a•
<br />2r
<br />18'
<br />S0'
<br />S3'
<br />Stud A„ SIN Mour41
<br />Zr
<br />27'
<br />27
<br />11'
<br />9P
<br />31"
<br />11`
<br />W20'
<br />90"
<br />11'
<br />33'
<br />'C Tnd
<br />20•
<br />28"
<br />28'
<br />33`
<br />53'
<br />S5
<br />3 ^
<br />6T
<br />28'
<br />ST
<br />33'
<br />Sa"
<br />4%35
<br />•/d5 _ 10.0N6.G6216 I. NO SE. WuNH
<br />LENGT1,s LE_45 *lI4Y iNSgeD IN tAN.E P.
<br />1D ``1 rtN1
<br />.1-40 30.1n 662.16 in AC rFTAEDp104 FOUR' i5 Rr-PED WHEN>WEL LErCAEAHR - THAT AANDE NUCiW�
<br />a
<br />0DM 6.062.161n MDUMINe COMNNATION ABOYE.
<br />/ SO 130E in 6,06 M 2.161n ! SIDE u°uwes aEOuweD foe. NL BunLwri MwJNTs 1N rnBLF ABOVE. wHEae SIDE aDw.es ArE wi
<br />- +/ -----
<br />3065 kl - '- 6A8 _' in235N, - U510'YIIn,BLILWI,i MOVNING CONOm°NS, RMU1RED SEr4 IoNra OH GGSS SHALL MY TEA D11-1.
<br />_._ 4, TOMI APNJf3 ,D 60M 21W I WITH OP A,T,rllir BTARH WLT9) AND 249E PANELS, b BOTH WITH RAVEL
<br />fASTFN[RS p 11.5' Oa 6.15' O.C. 4/-60 63.Eti &11in 2.72In 3. IN INS, YPPAN ]6'US,NG-11911.GLINE D) Dim SHOW"L.T THESE
<br />PHI
<br />S9.eM 611M 2.72M I.
<br />OPENING iMR rMr.n'xT. UNrIG ANr.IDUNr11NG C1xnmon 53tOWNL TfESEDMW,MfAi.
<br />CYAN 5L.1.1tUULt NU I Lb:
<br />1. EiTE0. SPAN SCHEDULESWITH NEGATIVE
<br />DESIGN LOAD 6 PANEL FASTENER SPACING TO
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />A POSITIVE LOADS LESS THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADS.
<br />2. -PA
<br />2. -PANEL FASTENERS ARE STUDS USED IN
<br />CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />("P-TRACK, STUDDED ANGLE. ETCJ. USE 6.25'
<br />O.C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL "H"- AND'U"-HEADERS (INCLUDING BUILD OUT
<br />CONDITIONS).
<br />3. LINEAR INTERPOLATION BETWEEN LOADS IS
<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 15 ACCEPTABLE, OTHERWISE USE NEXT HIGHER
<br />LOAD.
<br />3. FOR IN TALLATI 5 OUTSIDE OF THE HVHZ AND OUTSIDE
<br />S ON OUTS OF ESSENTIAL
<br />FACILITIES IN ASTM WIND ZONES L THROUGH 3, THE GLASS SEPARATION
<br />SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING r$ REQUIRED.
<br />OPTIONAL INTERIOR FASTENING DETAIL
<br />N L5.
<br />RTPANfl INSTR4EI,
<br />oN amproe
<br />DR
<br />K'•zox l•M4a1U1f 6LT,DN
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<br />�9�$9�e4 R
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<br />ROR TO DJACE}pp
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<br />� III
<br />RED or
<br />- 8 9 RL- l
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<br />e.imNG coxu[,e. .wxe a IN
<br />N ow
<br />20-31543
<br />FRAMINRN.xcNOA
<br />wow PRAMIM W OG SPACING TABLE. p EACH
<br />PAneL to
<br />AOJacENT
<br />EGRESS MNEL)
<br />PA9E DEr£l3�rr1-w,;
<br />M OPTIONAL EGRESS PANEL DETAIL
<br />INTERIOR FASTENING
<br />Z
<br />rRANKO[MWVIDO PC
<br />R PEin,65N GE I9B5
<br />II 1.35 aSrIri1I $rv! 0.09n"rI 2.250"" 094-
<br />rJIIEADEN -,CI,i71 �120• 1 .2.250
<br />-�
<br />t,1,094"
<br />0' D
<br />250.750°
<br />0.094] • 8.M• :' al
<br />I CLOSURzg$E
<br />I yP', P101A611'uDU.aK
<br />�SR�1D MIOI.6E25" �a.. cto 1OL25"o16TGA
<br />4-0YP
<br />OTYPin
<br />T0
<br />4. D94N
<br />0•��Z00To 1-" 2.D'1.930' r-,650
<br />30-�02002' TVP. 2f0-4 2.OD02,00' 2.020250' -
<br />11
<br />:21" BIRO-00 V HEADER
<br />.N V
<br />y-
<br />1.SL 1.560'1- �1.560" 510 3.3606MAX. .31 0976• -` 0012' •" 0.376' 0. �1 g,N d y
<br />4177A655�� RR1DL� pppp�� tS
<br />5s' S522 '-033' 3 G
<br />-y 0.655 0.330'
<br />12.500'PANEL CbVERAGE-1 L�1,� 0.179`-N 0,19rL 01 Igp•� 6.655 �, 1.007
<br />14.675• PANEL LENG r 0.545" 0.5 4150' 0.250" 0.050" + $ �,
<br />• I ,R ti DIRECTION
<br />i MAYBE 0.DES• 0.25D"
<br />T- 0.090' T- 0.090'
<br />�.- --II•- �2.� DpgO-�uvrNxn 0.215, .215 0.710' RD.S3S .JDS N
<br />aIED- III TIPY mAGc .,"F' 1RADk ig�_ 0.090'��'7OD• W WxmarT 0.957'
<br />INN
<br />1 0-19 P DD 655'
<br />a.190• ICI `T'�
<br />�lC mrrPirTT, JCIa II1P: :. Z -
<br />.._ . .. --V `"Yn!.• •fir a N N
<br />b
<br />ULIZ
<br />n !}! I
<br />�_ -- ODtCCTIOH F
<br />_ r D.125" �-.. run eL � Er�j � ry ul IIrnk it
<br />r GY4's.3 -LULEI i--3.000"� 0.NErLSEO ¢-' - � a ej ✓7
<br />n.� 4.•,1H A'uLL Ai �•f ANGLE - YILACK tEX1ErIDm)
<br />II :I.'xltvw t: hIP 1>, 111 (ii
<br />OVERLAP ' p;1r/.,EC , a
<br />4' MAX /.\ conrlEa aowRE DErAL �. •25" MAX. Qr a
<br />I �- O.1BB"� •,a.�ra•; •)v;Rere �.25" MAX,
<br />MAX. r4Lt".:.l,JX :J.
<br />x1 <1+rA11:4 ,T'•.
<br />BUILO.OUT arT..Tf:'RF• Nr: I:T�fIfnY LL
<br />vn-, rNAen•E+
<br />- -
<br />I MD NMI ]
<br />DISTANCE
<br />Mw-
<br />1.o0D°
<br />_.11 Y.
<br />E+. 'r:JOT•.' r •TA�T�ASA•iT.F a.
<br />,Y.r__i. n,2''J_r•A:.u!Jv!.w;rt EMBED 0
<br />. ..
<br />OVERLAP TrWJImYNLA 3.620',1 E4II
<br />K' ©N,111H1111 Nq,MI arms rrAU a
<br />race ro= �.25• MAX.
<br />'J �'.•'r .r.rnrTt:u• N.T.9.
<br />!-
<br />AAe• MIN.
<br />- :N Ta.:Jv.•:.r mI.Soo-
<br />-wA-r ccr r7•F 4"MAX. MIN. Imo' p-'A'ric ra, xvLr..
<br />1n•EW:-„nJ4 ' .ODD• u•DD::+rusul:: ,:i••X :rnr,.,Aarr-• � EE
<br />.,�� (; •r Av.'J,�t,C.T'AJ•AX aV• v.'N•.Y'l..^n `••; nl` ¢ i
<br />UCORNER CLOSIXtE OETNI :•:9l.eL-:Y•:MY.: r
<br />BED • 'n. s-il.n n:
<br />D TRAP MOUNT CLOSURE DEEA0. N.T.S. i�.A+eN RRR
<br />.,
<br />ruxerrilor BHNAIrw
<br />20-31543
<br />E DERCRIPTigll
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS, PANEL FASTENERS O 12. S" O.0
<br />®
<br />KIM
<br />®i
<br />�ECt�EES�®EEE�E��®E�EZYI'i
<br />y.%Ntm
<br />Efa��D39Dc'�D�®�®[l�I�,
<br />®D
<br />9�®IMIMMiM®D
<br />ISM
<br />E�E>'�'
<br />•2
<br />®®DID®®®Dim®
<br />11
<br />0
<br />ROAN ex -all
<br />ANCHOR ►RMMRE
<br />PNF
<br />v LIP 10 W IRA AfAx IIY II _0
<br />f.rM1M DP D III f
<br />Calls TYPE CONN TYPE
<br />U Q O C4 cl CZ C3 C4
<br />COON TYfE
<br />CS C2 C3 4
<br />C
<br />114.. r EMBED 33
<br />N�!N:NrS+ 41
<br />46
<br />52
<br />r2
<br />125'
<br />160 160
<br />9 10.32.5
<br />56.0'
<br />16.0.,75•
<br />125'
<br />16.0" 16.0" 6.' 1
<br />12.9
<br />16.0' 16.0
<br />16' 129'
<br />III a"
<br />130' 6.1'
<br />12.9'
<br />26.0' 14.e' 6.0"
<br />12.5
<br />16.0'160
<br />75' 1Z.5'
<br />160'
<br />147 60-
<br />125'
<br />16.0"10.7' 6A"
<br />125'
<br />L29'
<br />2S.W 1a0
<br />MCI' 14.7u
<br />Bit' 12.5
<br />6D' 12.9
<br />160
<br />16.0
<br />147' ED'
<br />14.7' 6o'
<br />12 S"
<br />129'
<br />160°1+7' So"
<br />11.O'147 50"
<br />F1H.1lrz' CI•IDCD 33
<br />WOOD 9CREW 41
<br />46
<br />SZ
<br />72
<br />12 S
<br />16.0" 16.0'
<br />SO.I" 12.5
<br />16.0
<br />12.1 7 0'
<br />12.5
<br />16.0" 104841 6.2'
<br />12S
<br />160'141'
<br />&I. 12.5'
<br />16.0'
<br />97" 5.6"
<br />1 2S'
<br />1 0•
<br />6. 9.7' S.6"
<br />12. '
<br />139'
<br />12.5
<br />16.0" 1L0"
<br />16.0 111"
<br />160' 96
<br />7.0 12.5
<br />a4' 329
<br />5fi" 12.5
<br />16.0"
<br />16.0
<br />16,,
<br />96' S6'
<br />96' 3.6"
<br />96' S6'
<br />325'
<br />]2.S'
<br />12.5
<br />26.0' 9.6' 5.6.
<br />36.0" 9.6• 5.6"
<br />16.0. 9.6" 5.6"
<br />214". 1-1/4'CMBCD 33
<br />TAPORm •CFAs• 41
<br />y 48
<br />T �WINNNNN! 52
<br />72
<br />12.5'
<br />1- 1a0'
<br />12. V.
<br />16o
<br />ills"
<br />9.Z"INISIN
<br />32.5'
<br />12.5"
<br />16.0" 10,2"
<br />16.0" 9.2"
<br />12.5"
<br />16.0" 11,3"
<br />12.5'
<br />16,0"
<br />12.5'
<br />1 .-W 11.4°
<br />ILL,
<br />16.0"
<br />9.L"
<br />12.5'
<br />16.0" 9.1"
<br />12.5"
<br />12.5
<br />16o' 10. 5'
<br />160" 9.1..
<br />12.5'
<br />12-5
<br />16.0"
<br />16.0'
<br />9.1"
<br />1
<br />960"
<br />12.5'
<br />12.5'
<br />16.0' 9.1"
<br />B ° 1 A 91'
<br />G." 33
<br />All I<IIM,.N MNCi.S 41
<br />WOOD.USHN{,C� 48
<br />�( IIPT� 52
<br />TZ
<br />125'
<br />16.0' 8.fi'
<br />.3" Its
<br />16.5
<br />51`
<br />12.5'
<br />li 5'
<br />16o" 7.0'
<br />3.9" 12.9
<br />12.5"
<br />4.B" 4 1"
<br />6.25'
<br />12.4" 1 B 4.1-
<br />12.5'
<br />15.4" 5.9"
<br />5.0" 6.2s
<br />1L3"
<br />4.7" 4.0'
<br />6.25'
<br />12.3" 4.7" 4.0"
<br />12.5"
<br />14.2" 5.5"
<br />0.7° 6.25
<br />12.3"
<br />4.7" 4.0"
<br />6.29'
<br />12.3" 4.7"
<br />4.0' 8.29
<br />12.3"
<br />1.7" 4o'
<br />ANCHOR NOTES:
<br />1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIEDHEREIN, BUT Y E ONLY PROVIDE
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE SHALL APPLY.
<br />2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE
<br />MATERIAL, B ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL 70 SHUTTER SPAN.SELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOP. IDENTIFICATION OF CONNECTION TYPE).
<br />3. "PANEL FASTENERS' ARE STUDS USED IN CONBUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />C-1 -TRACK STUDDED ANGLE, ETC.), USE 6.25" O C, PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL "H"- AND "U"-HEADERS (INCLUDING BUILDOUT CONDITIONS).
<br />4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
<br />5, HOLLOW BLOCK HOST STRUCTURE SWILL CONFORM TO ASTM C90 BLOCK
<br />6. MINIMUM EMBEDMENT SHALL BE AS NOTM 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 1/4" MAX OR SHALL BE VERIFIED BY OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE.
<br />S. CONCRETE ANCHORS 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 INTOADEWATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FisrmiNG
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />10. WHERE ANCHORS FASTEN TO NARROW FACE OF OF STUD FRAMING, FASTENER SHALL BE LOCATED IN
<br />CENTER OF NOMINAL 2' X 4- (RIN.) WOOD STUD (;I,' EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMINGI. WOOD STUD SHALL BE `SOUTHERN PINE" G-0,55 OR GREATER DENSITY, LAG SCREW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD.
<br />Il. REMOVABLE ANOH016 ARE: DE/IALT PANELMATE ALL- RATS SOLID -SET A B11ASS BUSHING. PO S .
<br />12. MACHINE SCREWS SMALL HAVE IR' MINIMUM ENGAGEMENT OF THREADS INTO THE 60.5E
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O.
<br />13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALLFINISHES,
<br />A DESEGNATES ANCHOR Q0NDITICNS WHICH ARE NOT ACCEPTABLE USES,
<br />13. * DIRECT MOUNTING CDNDR[ONS.
<br />16. LINEAR INTERPOLATION 15 N CIT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET,
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