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<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL a) SYSTEM (t)
<br />SCALE-: 3/32'm1"
<br />2.88]'(IYN� 1/1' MOA. GAP
<br />\ ` -1 WHOLE `IALIE',)
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<br />SCALE: 3/32-=I' s."(�P, TI(�/Tav,A
<br />at ENGINEERING
<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: At American Shutters and Glass
<br />Manufacturer Address: 1540 Donna Road
<br />West Palm Beach. FL 33409
<br />Product Name 6 Descriptions: 24ga Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evaktatlon Report is being issued in accordance with the requirements of the Florida
<br />Department of Business and Professional Regulation (Fkdds Building Commission) Rule Chapter
<br />81 G20-3.OD5, FA.C., for statewide acceptance per Method 1(d). The product noted above has been
<br />tested and/or 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 shell be required following pertinent Florida Building Code modifications or
<br />revisions.
<br />Substantiating Data:
<br />• PRODUCT EVALUATION
<br />EX drawing #20-31543 tided "249a Galvanized Steel Storm Panels (HVHZ d Non-HVHZ)•, sheets 1-5,
<br />prepared by Engineering Express, signed 6 sealed by Frank Bernardo, P.E. Is an Integral pert of this
<br />Evaluation Report
<br />• TEST REPORTS
<br />Uniform static structural performance has been tested in accordance With TAS 202 test standards par test
<br />r s eBT-ASG-17-001 Bleckwater Testing, Inc.
<br />ePDTt() by rg.
<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) SBT-ASG-17-001 by Blockwater Testing. Inc.
<br />• $TRl1CTURAI ENGiNEER1N0 CALCULATIONS
<br />SUuctural engineering cakulatiorre have bean prepared which evaluate the product traced on
<br />comparative and/or rational anayds to qualify the following design criteria:
<br />1. Maximum Allowable Spans
<br />2. Minimum Allowable Sports
<br />3. Minimum Glen Separation
<br />4. Anchor Spacing
<br />160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354.0660 1 (866) 396-9999
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<br />* LAST PANEL(D TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED
<br />70 BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />NOTES
<br />(1NITION OF SERIES 20I E-Z HANG STORM PANEL SYSTEM
<br />CONSISTING OF PANEL + Cont TRACKS TOP & BOTTOM.
<br />(2). END PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK
<br />OTHERWISE A STOP BAR SHALL BE PROVIDED AT TOP OF SUCH
<br />PANELS.
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SHALL CONSIST OF 1/4•020x3/4• MS W/ 7/8"ec3/32' WING
<br />NUT OR 7 4•ox3 4' Win. THUMBSCREW T BOTTOM
<br />TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
<br />EXTERIOR FIAT FLAINGES OF END PANEL.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (;e. A STOP 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 BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />t INSTALLATIONS ONLY VALID FOR WIND
<br />SPEED UP TO '70 Ill
<br />FLORIDA BUILDING CODE (Non Hlah Velocity Hurricane
<br />re 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 fadlibes.
<br />Impact Resistance:
<br />Large Impact Resistance has been demonstrated as evidenced in previously Ifeted 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 schodule(s) on the
<br />respective Product Evaluation Document (i.e. engineering drawing).
<br />installation
<br />This product shall be Installed in strict complance with its respective Product Evaluation Document (i.e.
<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 (i.e. engineering drawing).
<br />Limitations & Conditions of Use:
<br />Use of this product shall be in sW 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 />Wed 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 sae -specific basis by a registered
<br />professional engineer.
<br />All components which are permanently installed shall 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 />Respecttillly.
<br />s,rx+AL _
<br />Frank Bennardo. PE
<br />ENGINEERING EXPRE88e
<br />OPE0046549 I Cem Auth. 9885
<br />160 SW 121" 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 />li- IT
<br />-VISTING POURED
<br />CONCRETE OR 1'/•e TAPOON
<br />CONCRETE BLOCK _
<br />REOUTAED. I ANCHOR a 12. O.G.
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<br />1 /4'e TAPCON 1 y' - _-114.1' HEX HEAD TER WOOD HEADER_114x1' HEX HEAD TEN
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<br />FROM 4• FROM
<br />ANCHOR a 12' 0.6 SCREW 9(64' REQUIRED ,' SCREW a
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<br />PANEL LENGTH RIPn e ; _. _ ._ _ _-i -. _ _ _ r PANEL LENGTH e
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<br />IE OR
<br />'-� CONCRETE BLOCK y�.. - REWIRED
<br />REQUIRED. °
<br />WALL MOUNTING WALL MOUNTING
<br />SECTION EZi AAL RNATIVE E21W
<br />SCALE 3/8=1" SCALE 3/8-1'
<br />E,ununuN,
<br />T!(L/J✓'+�,
<br />AXN .- ,$ENfB ' :� ;s
<br />FLORIDA BUILDING CODE Non High Velocity Hurricane Zone
<br />no= a MIN. PANEL LENGTH 3 D. 441 - Pmxo mi[c6. we 11.
<br />1. INSTALLATfON ARE ONLY VALID FOR MAX. A.S.D. DESIGN SHALL BE 2'-6" .k •j * 24 GAGE GALVANIZED STEEL STORY PANEL OW11i1 BT:
<br />*'
<br />-^.,�
<br />PRESSURE RATING +/- 40.0 P-e.f. AND 6'-0" MAX -
<br />PANEL LENGTH. __ o -, STATE 0 _ - I L E G O I lE c GLOBAL PROTECTION PRODUCTS, LLC. °' a/re2%0
<br />.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD %�0�: FCOR10 A ! ANY Imo SW al STROM
<br />.
<br />MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC `° °- "' m w°e"-'' °"°°o''L ""4' DWE. FL will 20-175
<br />/ S Sf • • • •-�� nilK rra:
<br />NN . PI,..: wi - RA, 4WE1 m-.an (BE418n-11a6. (WHxAAe-Bm
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<br />DENSTY OF 0.55 OR EQUAL. 4 � l e10i•"'" oaa4lex: Mr.
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<br />+r+rulnNW IDAc/wre CA-rna7te a,,,
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<br />ALL AMERICAN SHUTTERS AND GLASS MAXIMUM ALLOWABLE I'l.
<br />sillF, illy
<br />'
<br />DESIGN PRESSURES:7D1`4ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZmr
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: I SCHEDULES
<br />WIDTH UNLIMITED POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED IN i
<br />FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER r n 6
<br />(PE0.P. TO PANEL TED SPAN) SEPARATE ENGINEEFLING IN ACCORDANCE WITH THE
<br />DEfERMM[NED IN ACCOR�AUNRCE RWITHIA ENTS 7 D CHAPTER �- E W TOP MOUNT (CONN TYP. ISM OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN - ,0 L=t
<br />TYPE AS REQ'D) SECTIONS OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN "E>• `
<br />OPTIONAL /` -20 STITCH PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ( !. < lu -
<br />BOLTS WITH WASHERED ASSEMBLY AS SHOWN. r m
<br />' WINGNUTS FASTENED 0 NI Li
<br />OVERLAPS 0 MI DSPAN (USE GENERAL NO -TES: S 0 E
<br />APPROPRIATE SPAN TABLE)
<br />1. TH15 SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN _
<br />p ACCORDANCE WITH TMEftEQUIRIMENTS O F THE FLORIDABLI-11. CODE 'ii OW
<br />1: PLAN VIEW SEVENTH EDITION (2020 FOR USE INSIDE AND OUTSIDE OFTHE HVHZ. PER m O
<br />4 li+ y TAS 201, 202 AND 2D3 T�ST PROTOCOLS. CONTRACTOR SHALL INVESTIGATE
<br />y E p AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY
<br />u a till APPLY. DP.SIGN CRITERIA BEYOND A5 STATED Hl REIN MAY REcil fn
<br />= 6 R0, 156" ADDT!TONAL USPECIFIC SEALED ENGINEERING.
<br />2, NO 33A/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE
<br />DESIGN OF THIS SYSTEM.
<br />3. THE ARCHITECTIENGINEER OF RECORD FOR THE PROJECT
<br />SUPERSTRUCTUR! WITH WHICH THIS DESIGN IS USEDSHALL Se RESPONSIBLE
<br />FOR THEINTEGRITY OFALLSUPPORTINO SURFACESTO THIS DESIGN WHICH 0
<br />f / SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR:
<br />( ) 4 R PAMTE 'Site -SPECIFIC' SEALED ENGINEERING SHALL RE ATQUMO IN
<br />ORDER TO DEVIATE FROM LOpp$, DEFLECTIONS. 6R SPANS CONTAINED
<br />_ BOTTOM MOUNT \ ( ) HEREIN. CONTACTTHIS ENGINEER F-00. ALTERNATE SPAN CALCULATIONSAS
<br />ICON IN TYPE 0.G \ I MAYBE REQUI0.E 0. N
<br />REQ'D) \ 5. THE S TEM DETAILED 118 1N IS GENERIC AND DOES NOT PROVIDE Q[ d 4
<br />R0, 91" / INFORMATION FORA SPECIFIC STPE. TOR 6tR CON DITION6 OffFEREr+T ROM W "
<br />6.`- / 0.375° THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER 00. REGISTERED L O
<br />MAY BE AT T ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN Ppl
<br />a BOTTOM J CDILIUNCTION IYTTM THIS DOOIMEMT
<br />1 TYPICAL VERTICAL MOUNT ELEVATION PRESSURES DIVIDED BY A 1.6. DESI N PRESSURES 5 SAFETY D HERSFACTOR,
<br />N ARE BASED ON MAXIMUM TESTED = >q
<br />7, ALL FASTENERS TO B! K'ALLID OR GREATER SAL GRADE 5 UNLESS NOrED V) gg 3yo�
<br />1 N.T.S. ELEVATION OTHERIISE. FASTENERS SMBE CADMIUM -PLATED OR OTHERWISE Z i�
<br />CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WITH"SPECIFICATIONS
<br />FOR ALUMINUM STRUCT!IRE6' SECTION 3.3 BY THE ALUMINUM ASSOCIATION,
<br />INC.: I. ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES.
<br />TOP MOUNT LIT. B. Al STORM PANELS SMALL BE 24CA ST!!L. t.0024". P-y
<br />9. STORM PANELS 511ALL CONFORM TO ASTM AB53 STRUCTURAL UAI-ITY C
<br />CONN TYPE Q
<br />(SPAN E 10. L.LLALU OEW VAIN EXT COATING° WITH A MINIMUM F M&1 M. W
<br />t--A5 �0 D) ( 7RUCTION) 10. ALL ALUf•WIUM EXTRUSIONS SHALLBE 60fi3-Tb ALUMINUM ALLOY,
<br />I III, T NOTEDOTIIERNYISE. <
<br />11 rON B EDTTOFI Ry`I5 s SHOWN MAY Be 1NTERC nNueeO 0.5 F e D
<br />BOTTOM CONDITIONS DICTATE. PANELS MAYBE MOUNTED VERTICALLY OR J
<br />CUNT HORIZONTALLY AS APPLICABLE. J
<br />J� 12. CONCRETE ANCHORS NOTED HEREIN SHALL8E EMOEDDEOTO Q
<br />(CONN TYPENON-CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER
<br />AS REQ'D) MANUFACTURER'S RECOMMENDATIONS.
<br />r 13, THE CONTRACTOR 15 RESPONSIBLE TO INSULATE OR PROTECT ALL
<br />tCLL�O O i MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS,
<br />mN T -OBSTRUCTION 74, ENGINEER SEAL AFFI%EOHERE 70VALIDA ES STRUCTURAL a E$LGN A6
<br />1
<br />a
<br />O SHOWN ONLY. USE I THIS L ES THIS
<br />ENGINEER CONTRACTOR ST al. I
<br />LOCATION MAY VA0.Y qq
<br />qq I ) INDEMNIFIES 6 SL FEE HARMLELL TE F SPESO FOR ALL COST B DAMAGES Q
<br />w E INCLUDING LEGAL FEES F APPELLATE FEES RESULTING FROM MATERIAL
<br />2 > TOP MOUNT FABRICATION, SYSTEM ERECTION, STATE,
<br />I F!Dl!RA+ PRACTICES BEYOND THAT ■■ .J / p
<br />O WHICH O CALLED FOR BY LOCAL, STAR', A FEDERAL CODES 6 FROM E t2 8 H F3
<br />AS TYPE 13, "DNS OF THIS PLAN.
<br />_ AS REQ'D) ]5, EXCA I AS E R AFFSLY PgOVlDA HEREIN, NO ADDITIONAL
<br />CERT]FL. LATHSONS S; AFTITIONS,O ARE INTENDED.
<br />L A ALTPMTITTE ADDITIONS: IA OTHER CERTIFICATION
<br />IOTMIS DOCU MENT
<br />ARE -PERMITTED AND RMANEDAR TMIS CERTIFICATION. gg
<br />Lmax 17. PANELS SHALL BE PERMANENTLY LIBELED WITH MIN IMVM OF (1) LABEL a e IiL
<br />BOTTOM MOUNT {OQ(W PER EVERY 3.0 FEET. CONTAINING THE FOLLOTING IN FORMATION:
<br />(SPA N BELOW �yj G
<br />TYPE AS REQ'D) OBSTRUCTION) ALLANFRICAH SHUTTERS AND GLASS 11
<br />6YEST PALM BEACH, T
<br />PANELS MAY BE NOTCHED A50.E201
<br />QUIRED, OPTIONAL i/+'-205FLO410A' PRTASODU20aCT ACPFWALNUMSER AT9AlbMfPAVa1F1NA1mIE
<br />PROVIDED THAT CONNECTIONS AND BOLTS WITH WASHERED ERED L
<br />ANCHORS ARE USED WHICH SATISFY WINGNITS FASTENED 0 20-31543
<br />OVERLAPS Q MIDSPAN (USE
<br />h SPANS ABOVE&BELOW OBSTRIICTICNAPPROPRIATE SPAN TABLE) VISIT ECALCAC/81543 ■ $j�
<br />VERTICAL MOUNT ELEVATION AF:R 3'^i'S N'DC:I:.Ti S
<br />2 NOTCHED PANELS
<br />WaT Bi61NFHWUNEYIRBBe fAMlaTORE ■ /'J
<br />1 N.T.S. ELEVATION r HALMA IeDMrBatJeeancs CI(JII
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />MINIMUM STORM P
<br />U PANEL
<br />T
<br />SEPARA ION FROM GLASS
<br />(HVNZ WIND ZONE 4
<br />A ESS N FAL FACILITIES)
<br />r MAXIMUM
<br />...
<br />DESIGN ALLOWABLE
<br />'
<br />INSTALLATIONS
<br />IONS LESS
<br />i
<br />INSTALLATIONS
<br />SG0.EATER
<br />d PRESSURE l SPAN Rmarl
<br />iNAN 30' ABOVE GRADE
<br />THAN 30ABOVE GRADE
<br />(PSF)
<br />I •/ 30 130.01.
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<br />_ 2,161. -.._
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<br />6.131n
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<br />:INAN 5LHtUULt NU I t5:
<br />1. ENTER AN SCHEDULES WITH NEGATIVE
<br />SPAN
<br />DESIGN
<br />LOAD aPANHFASTENER
<br />SPACING
<br />To
<br />DETERMINE '
<br />MAXIMUM ALLOWABLE STORM PANEL '
<br />SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />POSITIVE LOADS LESS THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADS.
<br />2. PANEL FASTENERS ARE STUDS USED IN
<br />CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />('F--TRACK, STUDDED ANGLE, ETC.). USE 6.25
<br />O.C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL'M- AND'U'-HEADER$ (INCLUDING BUILD OUT
<br />CONDITIONS).
<br />3. UNEAR INTERPOLATION BETWEEN LOADS IS
<br />ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD.
<br />E. ENTER SPAR SCHEDULE - POSITIVE IO - LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED.
<br />2. SCHEDULE IS REQUIRED FOR USE WITM POSITIVE LOADS ONLY.
<br />INTER OlATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER
<br />LOAD.
<br />3. FOR INSTALLATIONS OUTSIDE OF THE MVMZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION
<br />SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING IS REQUIRED.
<br />T MINIMUM ALLOWABLE SPAN SCHEDULE
<br />TOP
<br />MOUNT
<br />S
<br />!14511
<br />�P
<br />4
<br />¢
<br />II
<br />I
<br />I
<br />B
<br />.
<br />IPN�
<br />�`
<br />�a
<br />YI' Heater
<br />0"
<br />0'
<br />7
<br />29"
<br />2 r
<br />2r
<br />24'
<br />23`
<br />euitilt e'If' Mini
<br />0"
<br />IF
<br />2S
<br />24"
<br />25'
<br />n:
<br />21
<br />0"
<br />24•
<br />2T
<br />26•
<br />2.5 a'Lr Meader
<br />O"
<br />Cr
<br />Q'
<br />23"
<br />2r
<br />25'
<br />2Y
<br />2r
<br />IF
<br />2r
<br />Zr
<br />26'
<br />C
<br />2.5a9Nd
<br />23"
<br />23"
<br />23'
<br />1t"
<br />30'
<br />31'
<br />t]•
<br />30'
<br />Zr
<br />30'
<br />it'
<br />93'
<br />RWk W'P TTacA
<br />24*
<br />z ,C
<br />z 4'
<br />30'
<br />4r
<br />5P
<br />2C
<br />4s
<br />x 4^
<br />4B•
<br />30"
<br />Sr
<br />•F Track
<br />25'
<br />2S
<br />25'
<br />31'
<br />S0'
<br />SY
<br />90'
<br />SET
<br />25"
<br />!KF
<br />31'
<br />S5"
<br />g
<br />O
<br />Sw A M6an
<br />2Y
<br />2Y
<br />2'r
<br />11'
<br />2r
<br />30'
<br />11'
<br />21F
<br />2Y
<br />2P
<br />11'
<br />7 •
<br />t
<br />I
<br />erect Mo un
<br />2 r
<br />zr
<br />2 r
<br />3C
<br />4c
<br />so•
<br />2B'
<br />4C
<br />2 r
<br />4s'
<br />30'
<br />53-
<br />'U" NaaWT
<br />0'
<br />P
<br />O'
<br />2Y
<br />2 r
<br />2S
<br />2Y
<br />2 r'
<br />CrP
<br />2
<br />23'
<br />2e'
<br />m
<br />v me
<br />zr
<br />xr
<br />zr
<br />37
<br />4s
<br />50
<br />zr
<br />At
<br />zr
<br />4B
<br />7C
<br />sit
<br />SRM Sill
<br />23-
<br />2T
<br />33'
<br />I t'
<br />30'
<br />31'
<br />it-
<br />3P
<br />zT
<br />3T
<br />11'
<br />3Y
<br />'C'T.0
<br />2r
<br />2S
<br />33'
<br />S3-
<br />55•
<br />1 31•
<br />1E3
<br />2f
<br />57
<br />7S
<br />Sit'
<br />CPYDIT10N6 AT iOP OR 04TTONnrPAME1 LEMGTH6lES5 THEW TNDY NDRD IN Tga.E ABOV! 4AEMNOT ((U)//))
<br />ACCEPTABLE. J
<br />1. NO SE- iDIM FROM GLASS IS PEpARED WHEN PWEL ,FN4T,+ IS GREARA THAN THAT NOTED FOR �Jl
<br />RESPE{T1VE MOUNTING co"NNATION ABOUT.
<br />J. SLOE CLOSURES ABO IN RE ED IRFOR ALL BUil MIXRYrS TABLE VE. WHERE SIDE CLOSURES ARE fY¢T 1' YJ
<br />QU
<br />USED WITH WllL MOT, 22o CWITH CA IR . SEPARATION ,ROM GLA56 M-S, a BE PEP ITHA TINE
<br />REW
<br />P rAeL[ AWLIES v 00Tn z2 , rwr1H DR wrrHrwr STITC71 IgL16 WD PANELS. a BprH w1i++ AYcet 9 1 149a
<br />Z
<br />cw6TENE S 12OR 4- 5'OC 0. e 5'
<br />5. PANELS MAY SPAN MINIMUM USING OIli OF 1 OPTIONALORBOTTOMROSUaFs Al
<br />OPENING
<br />(PEA DETA+I'M I. ), USSNG AM MOVNRMG CONOfiION SHOWN IN. TNESf [NMWIAGS
<br />.
<br />L N.T.S.
<br />OPTIONAL INTERIOR FASTENING DETAIL
<br />In
<br />CIE:
<br />S
<br />6
<br />LA6r PANEL INStALLED
<br />kIXM IHTENOR
<br />y3
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<br />MKnirK IAFW nW A- DNA . +NOTE
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<br /><
<br />MACHINE SCBE'A
<br />STUD WI WASHERED
<br />WINtRIVr a i155-O.C-
<br />�.�•��1
<br />! �
<br />F
<br />CONNC BOTTOM MOUNT
<br />El ON 1r]ADW.EMT
<br />yy 9pp
<br />PANa.I
<br />BOTTOM MOUNL
<br />,CONK TMo PS
<br />Al
<br />GN_ a ��
<br />di
<br />EMBED
<br />., Eyyr1
<br />�:" � a G
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<br />i COINN TYPE AS REQ'O
<br />R �v
<br />DOPlneIfPMIk IeMReR
<br />D (ENSURE AM.MORS AT
<br />20-31543
<br />_
<br />EAISTIHG CONCRETE. SIACiNG OF MAY THE
<br />IWILOWBLOCKOP VALVEG1-1.AH-OR
<br />'AD00 HtAMING $RACING TABLE. P EACM
<br />04HE1 AwACEM TO
<br />EGRESS PANECI
<br />M OPTIONAL EGRESS PANEL DETAIL
<br />'ffi
<br />INTERIOR FASTENING
<br />/•(
<br />rRNNKDOAMDO PC
<br />DEAN6 -P SBBS
<br />470
<br />f3 0�9=60'-T'-0 094:.NQ77��1' _ 625S �,Lzs°94FO-S" `� 1 T'- 10 GAt,_y " TYP. Iri TYP 25 -0.3 0,09a" r T 1.930" 0•�2 062I i�062 .375°, 0,125 " 2.000' �M�
<br />- 0 062" J
<br />1.35 A30" 00' -� 2D20„250" -I 2.000" -i 2,000" TYP. �w=x!Q
<br />�.721" I.lIR)" ny N' ApEp 3 �SULLO-OUT'Lr FADER lOµ J-PNI CLOSURE ©SRM ANOIE c a C-
<br />1 .
<br />t
<br />I
<br />N
<br />'i ry I I 3.380" MAX. 0.313g"
<br />1, 51 .560"I�-IL560" 510" 0.365" 31° 6SS° 0 g•" 00�6�5" 0376' 0.01�'�55' 035d' y�c �1
<br />0.179'-JI, pp 0.19D' ,gg6"
<br />12,500" PANEL-Q.-I. AGE �- " LILAC ]__�C
<br />14375" PANEL LENGTH ILA fo s4s" 0.524.150" D 2�" I-0.050' $ O
<br />O "till e a1 W
<br />ORFR ON
<br />T- 0.090" T- D,09D" rr,� NAY BE 0.065' 0.250"
<br />---I- ��'. 1.1 OOQ°0 9p �.Awwnvrn 0.215" I �215 0.710" A0.135" .305" N
<br />TYP. TYP. 2, 0.700'
<br />V BUILD-OUT'r TPAOK "F' iRACi I � D. ae,'•D' TKACK IWMINUT o,9s7•
<br />LT- V ! R
<br />t . O.DB MIN.
<br />I 0.3135°2 � C7
<br />0376"40.655°
<br />O.I90°
<br />vvrv.np Z
<br />< m
<br />- M
<br />LEG tJ3 L ICI d
<br />DIRECTION OC F
<br />t FVTe Cr °-Y •.::3' 'rye, nEVERSED O z
<br />,, .'� A�:lw :rTJu ,Ga"F' ANGLE - YRAfX (IXTENDED] � � i� y
<br />':5 I`;YIV. C:f ii_V_C 3=:CwTCP T S
<br />QVERLAP 1 a
<br />4" Max. n CORNERCLDSURE DETAIL MAX.
<br />I 018X9 ]- MtiN Here �.25" MAX. LYSUL asa
<br />- U.1 b
<br />m Tm :l•n
<br />BUILD -OUT is .,r .� m .V.cn.Y"
<br />F
<br />d
<br />W+ 'WA 1 NU R IIFIA F 1
<br />a l v1 v DISTANCE
<br />EMED
<br />fir. I+. [A �.n:•:!. <
<br />1,DOD"
<br />OVERLAP wlro. 3 820"
<br />d' a' a uE+Yi� Lam. MAX. y
<br />N T.SUI P R
<br />Ax, ' MIN.
<br />d{{
<br />1.500"
<br />4,. MAX , MIN
<br />a T Y � I iii In tUs nr4L CORNERCtDSURE OEINL !� ( V �i.Y a _` v
<br />a BED
<br />I^TMP MOUNT CLOSURE pETAtt " NT.S g 1
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS; PANEL FASTENERS a 12.S" O.G.
<br />MR
<br />/,�,,✓//,..G//✓1/,.0,�/.-./
<br />SHE
<br />W
<br />MORMV
<br />/�,.,%/..,
<br />✓bit
<br />,,./.i.,,
<br />J�
<br />MAN DtORON
<br />ANONO0. PRESYUNL
<br />rns PSP
<br />YC011M
<br />I" e'"'+'
<br />�CONN
<br />>.P I•
<br />rn!
<br />u a c3 a
<br />TYP!
<br />CI c2 c3 CA
<br />[OMNIrn!
<br />CI [1 C'3 C4
<br />VI.-4 T' EMBED 33
<br />.. Fw 41
<br />48
<br />52
<br />T2
<br />L2.5
<br />160' 16,0"
<br />109
<br />12S
<br />16.0
<br />160' 7. " 5
<br />12,5
<br />16.00760 67'
<br />12.5"
<br />]6,0' 16 D"
<br />&e"
<br />12
<br />15 D 6.1'
<br />12 5
<br />16 p^ 34.6 b.0"
<br />125'
<br />16.0' 160
<br />75-
<br />12S'160
<br />14 7 N
<br />12.5
<br />16.0'147 60"
<br />115'
<br />1Z5'
<br />]6.0 16.0°
<br />1E 147
<br />6.9"
<br />.0" 6
<br />12. 5'
<br />12.5"
<br />360
<br />16❑
<br />14.7 6.0'
<br />-07'
<br />1 7,0'
<br />122,5
<br />157
<br />" L '
<br />SB.v ]
<br />2"OI6CD n 11
<br />P1 U 33
<br />WOODSCREW 41
<br />78
<br />52
<br />72
<br />l2 5
<br />16.0' 16,0
<br />]0.1"
<br />12 5
<br />16 " O
<br />12.1 7;0'
<br />12 S
<br />1fi.0- ]0B .8' 6 2"
<br />L2.51
<br />16.0' 141"
<br />&1'
<br />125'
<br />16.0
<br />,7'
<br />9 5.6"
<br />12.5
<br />0"
<br />S6. 9.7" 5 6"
<br />L2.5
<br />L2.5'
<br />125'
<br />]6.0' 120'
<br />36 0' 1L I'
<br />16.019.6"
<br />7 O'
<br />6.4'
<br />5.6'
<br />12 5
<br />12.5'
<br />12, S'
<br />16 0'
<br />16.D'
<br />16.0'
<br />9,6 5,6"
<br />0.6 5.6'
<br />96" $,6"
<br />12 SO
<br />12 T
<br />12.Tp
<br />16.0' 9.6' S.6"
<br />]5.0' 9.6" 5 6"
<br />Ill 9.6' Ill
<br />$O
<br />V4" 41-1J4' CMKQ 33
<br />TAD ORa•CMS• 41
<br />.y 4B
<br />oe. 52
<br />72
<br />12.5"
<br />26.0' 16.0"
<br />12.E
<br />16A"
<br />11.5"
<br />12.5
<br />16.0' 101"
<br />L25'
<br />16,0" 13.3-
<br />12.5
<br />160
<br />91' MEM
<br />12.5
<br />36.0" 9.2"
<br />L25'
<br />16.i
<br />0 ILA'
<br />12.5
<br />L2 5"
<br />11 !'
<br />16.0"
<br />16.0 51
<br />12 S
<br />12.5
<br />16 0'
<br />i'l.
<br />9,1"
<br />9 1
<br />12,5
<br />u.5
<br />16.0' 9.1'
<br />Lev" 9.1•
<br />]10'Y •8'EMBED ! d 33
<br />YIIIN NRA4H 41
<br />WOOD W"It10 48
<br />52
<br />7Z
<br />12 5
<br />36.0' 8 6'
<br />7.3"
<br />12.6
<br />15. '
<br />5
<br />6.0 5.1"
<br />f 2 S
<br />3 d. "
<br />1 .8 5.3 5
<br />12 5'
<br />16.0' 7 0'
<br />S 9"
<br />1 2 Ill
<br />2.
<br />1 5
<br />lI '
<br />8 4.1'
<br />6.25"
<br />12,-0" 4 6' 4.1"
<br />12 5"
<br />154' 5.9
<br />5.0"
<br />6 25'
<br />12.3
<br />4.7d 4.0"
<br />6.25"
<br />12.3" 4.7 4.0"
<br />11 S"
<br />1 �2 S.S d
<br />4,7
<br />6 25'
<br />12. " 3
<br />4,r" 1.0"
<br />6 25'
<br />12 3' 4 7 4.0"
<br />6.25"
<br />12.3' 4.7"
<br />4.0'
<br />6.25'
<br />12.3"
<br />9. J" 9.0"
<br />EZS'
<br />32.3" 4.T 4.0"
<br />ANCHOR NOTES:
<br />1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED H T IFI HEREIN, 6U ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MAWMUM ALLOWABLE SPANS ANO P U N T RE55 TIES ] DICA ED
<br />2, SPAN SCHEDULE $HALL APPLY,
<br />2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENE0. SPACING, THE EXISTING STRUCTURE
<br />MATERIAL, a ANCHOR TYPE. SELECT DESIGN LOAD GREATE0. THAN OR EQUAL TO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPANSELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE).
<br />3. "PANEL FASTENERS' ARE STUDS USED IN COMUNCT70N WITH ALL MOUNTING EXTRUSIONS
<br />('P'-TRACK STUDDED ANGLE ETC. 6 5 O, SPACING - .PANEL FASTENER SPANG TABLE VALUES FOR
<br />) USE .2 "
<br />Al AND "U'-HEADERS (INCLUDING BUILDOUT CONDITIIXNS).
<br />4- ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
<br />S. HOLLOW BLOCK HOST STRUCTURE SHALLCONFORM 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 1/4" MAX OR SHALLBE VERIFIED BY OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE.
<br />B. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY,
<br />9. WHERE EXISTING STRUCTURE 15 WOOD FRAMING EXISTING CONDITIONS MAY C NOT VARY FIELD
<br />VERIFY THAT FASTENERS ARE INTOADE ATE WOOD FRAMING MEMBERS, NOT W QU B $, O PLYWOOD, FASTENING
<br />TO PLYWOOD I$ ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES,
<br />ED. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN
<br />CENTER OF NOMINAL 2" X 4" MIN. WOOD STUD '4"®GE DISTANCE S A
<br />( ) (/I ACCEPTABLE FOR WOOD
<br />FRAMING), PHILL STUD SHALL BE "SOUTHERN PINE' G-0,55 O0. GREATER DENSITY. LAG SORELY
<br />SHALL HAVE PiB LOPS PAN HEAD OR HEX HEAD.
<br />11. REMOVABLE ANCHORS ARE: DEWALT PANELMATE ALL -POINTS SCUD -SET B BRA 55 BUSH G. N
<br />12- MACh4NE SCAEVS SHALL HAVE 1/2" 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. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES,
<br />14, ii DESIGNATES ANCHOR GOFDIfION51NHICHAtrE NOT ACCEPTABLE USES,
<br />15. * DIRECT MOUNTING CONDITIONS.
<br />1
<br />6, LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET,
<br />All
<br />20-31543
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<br />SHEET NO.
<br />SH
<br />1.5
<br />
|