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<br />SECTION EYl A ALTERNATIVE EZ1W ON SHEET is) -
<br />s -�3• Mot -
<br />(SET ,• MR..
<br />--D(SEE NOTE 2)yOfE 2)
<br />ttf%1' s.wS. 1/2"
<br />e EENV}/16'6 ALUYINUY
<br />! POP RNEf * LAST PANEL(�1 TO BE INSTALLED AT EACH OPENING SMALL ALWAYS RE
<br />_ _ _
<br />1/2' O O O O O O O O PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED
<br />• TO BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />f
<br />I AT PER
<br />1 , l . .} 1- - (TIPL NOTES-
<br />_ _
<br />T �7 T--r;`TT._r_r_ 1. .T (1)- DEFINITION OF SERIES 2000; E-Z HANG STORM PANEL SYSTEM
<br />1 (END PANEL) (INTERIOR PANEL) (INTERIOR PANEL) (.NTERIOR PANEL) I (ENO PANEL) j DI COP1515TtNG OF PANEL + Cont. TRACKS TOP &BOTTOM.
<br />l
<br />SEE NOTES 2, 3, 4 1 1 ISEE NOTES 2, 3, 4 _
<br />` (2). END PANELS SHALL ALWOVS BE CONNECTED TO BOTTOM TRACK
<br />OTHERWISE A STOP BAR SHALL BE PROVIOED AT TOP OF SUCH
<br />I I 1 PANEL LENGTH PANELS.
<br />- i
<br />N sit
<br />I (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />1 ' I - 1- SHALL CONSIST OF 1/4"0 20t3/4• M.S. W/ 7/8'00/32" WING
<br />I
<br />• I •
<br />BOLTED PANELS w/ NUT OR 1/4"e.3/4" Min.THUMBSCREW INTO TAPPED BOTTOM
<br />1 1 ! 5.5 BOLTS W e EA. OVERLAP TRACK. LOCATION OF FASTENERS MAY BE AT OTHER OF TWO
<br />Q�
<br />I RI F
<br />SFCTgNS AS APPLICABLE) EXTE OR MT CADGES OF END PANEL
<br />S_ �•1. �.
<br />i_ _. _�._ _1 ll. _.1 _.1_� _i__1 _ l.. t . L l I. n}.. I I. l.. _� 50 x
<br />- I or 1• (4). IN CASE IMAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />MAX
<br />T-I--^- - f 'RACK (i e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />1I PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECTION OF
<br />JJ_LiJJ_LLJJ111JJ_LZ'.,1J1LLJ�,�CLIJILLJJ_L1JJ11�iJJ_L1JJ1 ___- _ -... I PANES TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />SEE NOTE 4 --
<br />--, ]' Mot �. i .-. Me.. -
<br />.' u:n '._SEE t ..%Flw/� ' Wint INSTALLATIONS ONLY VALID FOR WIND
<br />E 3 NOTLJ ANCHORSNOTE 3 SPEED UP TO 170 m.p.h.
<br />-(SET SECTION Ell k ALTERNATIVE E21W OM SHELT Is)
<br />EZI/18,
<br />EZ1 W/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL n SYSTEM M
<br />SCALE: 3/32"=1"
<br />t/,' 4e.. GAP
<br />• 2,68''(JAN, OVERLAP
<br />., wOLE vMaLY)
<br />77 r
<br />MAX.1/4 j
<br />GAP O
<br />SECTION A -A LAIM1tA NTrnN�Ay
<br />SCALE: 3/32'-1" `�•R
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<br />'• �Qy:
<br />y��P�•'' EN FLORIDA BUILDING CODE Non High Velocity Hurricane Zone)
<br />s
<br />44167 24 GAGE GALVANIZED STEEL STORM PANEL DbY!'Br.
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<br />to ENGINEERING
<br />ENGINEERING EXPRESS*
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />Application Number 17859.1 - R2
<br />EX Project Number: 20.31543
<br />Product Manufacturer: AN American Shutters and Glass
<br />Manufacturer Address: 1540 Donna ROW
<br />West Pekn Beach, FL 33409
<br />Product Name & Description: 249a Galvanized Stoat Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />Tlis Product Evaluation Report is being issued in accordance with the requirements of the Florida
<br />Department of Business and Professional Regulation (Florida Building Commission) Rub Chapter
<br />61G20-3.DO5, F.AC., for statewide acceptance per Method 1(d). The product rioted above has been
<br />tested and/or evak ded as summarized herein to show compliance with the Florida Building Code
<br />Seventh Edition (2020) and is, for the purpose Intended, at *eat equivalent to that required by the Code.
<br />Re-evalustion of this product shall be required following pefgnent Florida Building Code modification$ Or
<br />revistorm.
<br />Substantiating Data:
<br />. PRODUCT EVALUATION
<br />EX drawing OM31543 filled *2499 Galvanized Steel Stomp Panels (HVHZ & Non-HVHZ)', sheets 1-5,
<br />prepared by Engineering Express, signed & sealed by Frank Bernardo. P.E. Is an Integral pan of this
<br />Evahistion Report.
<br />. TEST REPORTS
<br />nd rds r lest
<br />s n tooted in accordance with TAB 21Y2 test sta a
<br />Uniform static structural performance he been pe
<br />pa
<br />report(&) aBT-AI 7.001 by Slackwater Testing, Inc.
<br />Large ffvmlo impact resistance and cyclic loading performance has been tested in accordance with TAS
<br />201 and TAS 203 test standards per test reW(s) AST-ASG-17-001 by Blackwater Testing, Inc.
<br />. STRUCTURAL ENOINEEEBNG CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluate the product based on
<br />comparative and/or rational analysfa to qualify the following design criteria:
<br />1. Maximum Allowable Spans
<br />2. Minimum Allowable Sperm
<br />3. Minknum Glass Separation
<br />♦. Anchor Spacing
<br />160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEA, 0ENGINEERINGEXPRESS.COM
<br />ENGIN EERINGEXPRESS.COM
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<br />Page 2 of ?
<br />All American Shutters and Glass - 24ga Galvanized Steel Storm Panels
<br />No 33% increase in aguwable 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 faNyYtie&.
<br />Impact Resistance:
<br />Large Impact Resistance has been demonstrated as evidenced in previously listed test report(%). and is
<br />accounted for in the engineering design of this product.
<br />W/nd Load Resistance
<br />This product hall been designed to resist wind bads as indicated in the span schedule(s) on the
<br />respective Product Evak3etion Document
<br />7.e. engineering drawing).
<br />n9).
<br />Installation
<br />This product shall be Installed in strict compliance with its respective Product Evaluation Document lie.
<br />engineering drawing). along with all components noted therein.
<br />Product components shell be of the material specified in that product's respective Product Evaluation
<br />Document (I.eengineering drawing).
<br />LNnitations & Conditions of Use:
<br />Use of this product shag be in strict accordance with the respective Product EvabeBon Document D.e.
<br />engineering drawing) as noted herein.
<br />All supporting host structures shall be designed to resist all superimposed bads and shag be of a materiel
<br />Noted in that product's respective anchor schedule. Host structure condition which are not accounted for
<br />In tits product's respective anchor schedule &halt be designed for on a site -specific basis by a registered
<br />professional engineer.
<br />All components which are permanently instated shag be protected against corrosion, oontamdnstion, and
<br />other such damage at all times.
<br />This product has been designed lot use within and outside the High Velocity Hurricane Zone (HVHZ).
<br />Respectfully,
<br />Frank Bennardo.PE
<br />ENGINEERING EXPRESS"
<br />RIPEO046549 I Cen Auth 9895
<br />160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(M) 354-0660 1 (866 )
<br />39 6. 9999
<br />TEAM tlE NGINEERINGE XPRESS.COM
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<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL
<br />INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES
<br />POLxeED ,
<br />CONCRETE BLOCK ANCHOR O 12' O.C.
<br />REQUIRED. �%1\/
<br />" -
<br />(/a'r tAPCON I' /1Nt° Iff1( MEAD TEK WOW HEADER 'I 1• - - J14.1' HEX MEAD TIEK
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<br />ANCHOR • it' O.C. _ SCREW OF Off FROM REQUIREDEDGESCREW i 4• FROM
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<br />IL--SEPMA I f� III -SEPARATION ..1/4TM�Z I" ,�
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<br />- LATEREQUIRED
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<br />CONCRETE BLOCK __ _
<br />REOUNREM
<br />WALL MOUNTING WALL MOUNTING
<br />SECTION E21 ALTERNATIVE EZ1W
<br />SCALE 3/8=1' SCALE 3/8et'
<br />p,MutUM1„N
<br />3P' , y��EN$E• .':p
<br />. FLORIDA BUILDING CODE Mon High Velocity Hu cons Zone
<br />lICdES ; MIN. PANEL LENGTIi 0. 44 °'D70 10.nC0• ,c 24 GAGE GALVANIZED STEEL STORY PANEL owri0'sr
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. DESIGN SHALL BE 2'-6"
<br />PRESSURE RATING +/- 40.0 p.s.f. AND 6°-0" MAX % m/n/sss
<br />.q STATE 0 GLOBAL PROTECTION PRODUCTS, LLC. ws
<br />LENGTH. 1 L E C O 1 fE c
<br />,�r�.L .
<br />2. FORPANNEW WOOD FRAME CONSTRUCTION; WOOD � O,r: FCORIO� a/v2u TIWT anal Alm DAMIrR 13331.
<br />�Pi N,:: �r.�s� n� •«: (gaps -rite. rFa f66.]esP-mT 2
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 'AAy4 Sf.....E�
<br />DENSITY OF 0.55 R EOUAL. ' t �:
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<br />ALL AMERICAN SHUTTERS AND GLASS
<br />4ga GALVANIZED STEEL STORM PANELS CHVHZ & NON-HVHZ)
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<br />MAXIMUM ALLOWABLE°y„N
<br />DESIGN PRESSURES: ra
<br />'
<br />Q
<br />aS NOTED IN DESIGN
<br />WROTH UNLIMITED
<br />(PERP. TO PANG SPAN)
<br />TOP MOUNT (CON N
<br />TYPE AS REQ'D) SECTtON9
<br />OPTIONAL 4`20 STITCH
<br />BOLTS WITH WASH EKED
<br />WINGNUTS FASTENED ®
<br />SCHEDULES
<br />DESIGN NOTES: �
<br />POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER
<br />SEPARATE ENGINEERING IN ACCORDANCE WITH THE
<br />GOVERNING CODE. PRESSURE REQUIREMENTS AS
<br />DETERMINED IN ACCORDANCE WITH Asa 7 AND CHAPTER
<br />1609 OF THE FLORA DA BUILDING CODE SHALL BE LESS THAN
<br />OR EQUAL TO THE POSITIVE R NEGATIVE DESIGN
<br />PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY
<br />ASSEMBLY AS SHOWN.
<br />LI : 24
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<br />OVERLAPS" MI DSPAN(VSE
<br />- APPROPRIATE SPAN TABLE)
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<br />2 PLAN VIEW
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<br />GENERAL NOTES:
<br />1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED 1N
<br />ACCORDACE WITH THE REQUIREMENTS OF THE F.01IR-BUILDING CODE
<br />SEVENTH EDITION (202D) iOR USE INSIDE AND OUTSIDE OF THE 4-2 PER
<br />TA5 201, 202 MD 2037EST PROTOCOLS. CONTRACTOR SHALL INVESTIGATE
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<br />AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY
<br />APPLY. DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUITE
<br />ADDITIONAL SITE -SPECIFIC SEALED ENGINEBUNG,
<br />2. NO 33-1134: INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE
<br />DESIGN OF THIS SYSTEM.
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<br />BOTT04 MIXNM I (
<br />(CONN TYPE AS (
<br />). THE ARCHITECTJENGINESR OF RECORD FOR THE PROJECT
<br />SUPERSTRUCTURE WITH WHICH THIS DESIGN IS VSEDSHALL BE RESPONSIBLE
<br />FORTHE INTEGRITY OF ALL SUPPORTINGSURFACESTO THIS DESIGN WHICH
<br />SHALL BE COORDINATED SY THE PERMITTING CONTRACTOR,
<br />4. SEPARATE 5R!-SPEC[mC'S W,Ep ENGINES RIHNG SHALL BE REpU]R[D IN
<br />ORDER TO DEVIATE FROM LOADS DEFILE INS. DR SPANS CONTAINED
<br />HEREIN. CONTACT THIS ENGINEER FOR ALTERNATE SPAN CALCULATIONS AS
<br />MAY BE REgUIRe D.
<br />0
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<br />REQ D) RO.391,
<br />0.375
<br />MAY BE AT T
<br />5. THC SYSTEM DRAI"' "MEIN M GENERIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SPECIFIC SITG FOR SITE CONDITIONS OTFFLRENT FROM
<br />TH CONDITIONS DETAILED HER IN, A LICENSED ENGINEER OR REGISTERED
<br />ARCMTTECTSHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN
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<br />1 TYPICAL VERTICAL MOUNT ELEVATION
<br />1 N.T S. ELEVATION
<br />CONJUNCTION WITH THIS DOCUMENT
<br />6,DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED
<br />P. SURE5 DIVIDED ETA 1.5 SAFETY FACTOR, 7. ALL FASYENMS TO Be )I'O CIA GRGTM SAE GRADE 5 UNLESS NOTED
<br />OTHERLYISE. EASTERNERS SHALL BE CADMIVH-PLATED OR OTHERWISE
<br />CORROSION -RESISTANT MATERIAL ANDSHALLCOMPLY WITH SDECIFICATIONS
<br />Poll ALUMINUM STRUCTURES' SECTION 13 BYTHE ALUMINUM ASSOCIATION.
<br />13
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<br />TOP MOUNT
<br />(CONn TYPE L[RA13
<br />AS REQ'D) (SPAN ABOVE
<br />TRUCTTOn)
<br />INC.. & ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES.
<br />B. ALL STORM PANELS SMALLBE 24GA STEEL. ]aOMV.
<br />RT E
<br />A 5 ITY
<br />STORM HELL SHALL CONFORM D ASTM 6 l STRUCTURAL UAL
<br />9. R PA WITH
<br />ST[E L. LL A GALVANIZED COATING HAL A MINIMUM Fy UMIN H61. L
<br />SHALL BE 6D63-TES AW MINUM ALLOY,
<br />]0. A NOTED OTHERWISE.
<br />UNLESS NOTED OTHERWISE
<br />IS TOP &BOTTOM DETAILS SMOYM MAY BE IXRRC"ANGED A5 FSLO
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<br />®3 6 AS REQO)
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<br />CONDITIONS DICTATE PANELS MAY BE MOUNTED VERTICALLY OR
<br />HORIZONTALLY AS APPLICABLE.
<br />R HA TO
<br />NON -CRACKED CONCRETE ONLY. INSTAL ALL CONCRETE ANCHORS PER
<br />NO CONCRETE ANCRE S NOTED HEREIN SHALL BE EMBEDDED ANCHORS
<br />MANUFACTURERS RECOMMENDATIONS.
<br />13. THE CONTRACTOR IS RESPONSIBLE TO INSULATE OR PROTECTAU.
<br />MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS.
<br />!�
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<br />n tTi OBSTRUCTION
<br />O (LOCATION MAY VARY)
<br />X (L )
<br />FI a
<br />9E_F_TYPE
<br />14. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS
<br />OF ISBY C70 t
<br />INDE N IFTES USE THIS SPECIFICATIONIS ER MR R a . &
<br />THIS ES RE UL FOR ALL COST & DAMAGES
<br />INOEMNIFIIS GSAVES It APPELLATE
<br />INCWDINGLEGALFEES aAPPELLATE FEES RECTION PRACTICES BEYOND
<br />FABRICATION, SYSTEM ERECTION, 6 CONSTRUCTION PRACTICES BEYOND THATYY"tC" 6 CALIlD FOR BY LOCAL, STATE, 6 FERAL CODES 6 FROM
<br />DEVIATIONS OF THIS PLAN.D) is.
<br />EXCEPT AS EXPRESSLY PROVIDED MME1N, NO ADDITIONAL
<br />CERTTFICATIOMS OR AFFIRMATIONS AR6 INTENDED.
<br />yy
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<br />BE
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<br />LR1BE
<br />BOTTOM MOUNT (CONM (SPAT BELOW
<br />TYPE AS REQ'O) OBSTRUCTION)
<br />16. ALTERATIONS. ADDITIONS, OR OTMM NMARKIGS TD THIS DOCUMENT
<br />RITE NOT PERMITRO AND INVALIMTE THIS QPTIFICPTION
<br />1l. PANELS SMALL BE PERMANENTLY LABELED WITH A MINIMUM OF (1) LABEL
<br />PER EVERY 3.0 FEET. CONTAINING THE MU_OIVINGIN FORMLAITON•
<br />ALLTMFLACON SHUTTERS AND GLASS
<br />WEST PALM BEACH, R
<br />leij
<br />C
<br />B
<br />PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL W.-20 STITCH
<br />PROVIDED THAT CONNECTIONS All BOLTS WITH WASHERED
<br />ANCHORS ARE U5E0 WHICH SATISFY WING NUTS FASTENED Q,
<br />SPANS A00VE8 BELOW OBSTRUCTION, OV_ O MI DSPAN (USE
<br />APPROPRIATE SPAn TABLE)
<br />TAS 200A• TAS 2OZ 01TAB
<br />B 203 NUMBER
<br />aPrWBXTRMIealAIMDfE
<br />VISIT ECALC.10131643 ■ $'�
<br />20-31543
<br />VERTICAL MOUNT ELEVATION
<br />FJR➢_3?S FG-e :TC•3
<br />■
<br />10
<br />2 NOTCHED PANELS
<br />1 N.T.S [ELEVATION
<br />I
<br />eTea �ea�eEYva®r w«n oa
<br />P°e,v,xr ruA. R,B•am.Pi.w„rea
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GOUGE PANELS
<br />MINIMUM STORM PANEL SEPARATION FROM GLASS
<br />N 5 El
<br />(HVHZ. WIND ZONE 4
<br />a ESSENTIAL FACILITIESI
<br />DESIGN
<br />PRESSURE
<br />INSTALLATIONS LESS
<br />INSTALLATIONS GREATER
<br />(PSfI
<br />SPAN (L .
<br />SPAN ILmaa)
<br />THAN 30' A80VE GRADE
<br />THAN 30' ABOVE GRADE
<br />1300m
<br />606m
<br />_•/30
<br />•/35
<br />13001.
<br />606 in _
<br />3.161n -
<br />•/.aQ
<br />130.0In
<br />606 ar
<br />2161._
<br />'' •/.45
<br />130.0 m
<br />606 m
<br />-- 1.161n
<br />/ So
<br />i 130.01n
<br />606 m
<br />1.161
<br />SS
<br />Makin
<br />6091.
<br />S '
<br />_•
<br />-" /60 1 832m
<br />- 609. .09
<br />_
<br />2,S3 -_.-i
<br />-I
<br />.. r 65
<br />98m
<br />____
<br />6. IS in
<br />2.721
<br />• 7O
<br />!
<br />36A 0,
<br />6120,
<br />190
<br />/
<br />6.13 m
<br />2.98 In
<br />~ 17.0 In
<br />WAN 5C 1 ItvULt NU I CJ:
<br />1, ENTER SPAN SCHEDULES WITH NEGATIVE
<br />DESIGN LOAD 6 PANEL FASTENER SPACING TO
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />POSITIVE LOADS LESS THAN R EQUAL TO
<br />NEGATIVE DESIGN LOADS.
<br />2. 'PANEL FASTENERS' ARE STUDS USED IN
<br />CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />I'F'.TRACK• STUDDED ANGLE. ETC.). USE 6.25
<br />O.C. PANEL FASTENER LE SPACING TABVALUES 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 />1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED.
<br />2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY.
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER
<br />LOAD.
<br />3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN ASTM WIND ZONES 1 THROUGH 3, THE GLASS SEPARATION
<br />SCHEDULE IS NOT REQU[REO AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING IS R IRED.
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />P MOUNT
<br />M�li
<br />nF H Anti,
<br />W
<br />0•
<br />0"
<br />i3'
<br />24'
<br />22'
<br />r
<br />P
<br />4'
<br />TJ'
<br />2r
<br />eIAMe %, HM.dM
<br />IF
<br />0•
<br />IT
<br />2s•
<br />2r
<br />2V
<br />Zr
<br />2r
<br />a
<br />2r
<br />zr
<br />2r
<br />2,68 V Hssov
<br />O'
<br />D'
<br />IF
<br />Zr
<br />24'
<br />2r
<br />22'
<br />2r
<br />P
<br />24-
<br />2r
<br />2e'
<br />M
<br />23rze
<br />23"
<br />Zr
<br />30r4r
<br />31'
<br />It-2V
<br />23'
<br />30rAr
<br />it'
<br />Sr
<br />8, 10oW •F T.
<br />www6
<br />2r
<br />2r
<br />2r
<br />3w
<br />30-
<br />4e•
<br />SO'
<br />2T
<br />40•
<br />4e'
<br />46'
<br />30-
<br />83-
<br />' r.AN
<br />2r
<br />2r
<br />2S
<br />31.
<br />W
<br />27"
<br />SO'
<br />'
<br />Sege tl
<br />Zt
<br />2T
<br />2T
<br />tt^
<br />2e'
<br />2W
<br />3W
<br />30'
<br />II'
<br />ill'
<br />?P
<br />2T
<br />1T
<br />11•
<br />tt'
<br />311'
<br />f-
<br />DFba MaE6
<br />24-
<br />24`
<br />2r
<br />DO^
<br />Ar
<br />50'
<br />M
<br />4S
<br />2r
<br />4C
<br />3"
<br />ST
<br />V s H.rt
<br />G•
<br />IF
<br />0-
<br />2T
<br />24-
<br />2T
<br />2r
<br />0'
<br />2r
<br />29'
<br />29'
<br />'P Anslis T1.4
<br />24-
<br />24'
<br />24-
<br />3G•
<br />I 4r
<br />SO'
<br />2r
<br />4tr
<br />24"
<br />4e'
<br />SW
<br />27
<br />23'
<br />23'
<br />It"
<br />30'
<br />31'
<br />11'
<br />3V
<br />23'
<br />30
<br />it"
<br />3r
<br />c t m
<br />20
<br />zo
<br />33
<br />5,
<br />BB•
<br />3r
<br />5F
<br />26
<br />sr
<br />se
<br />CONDITIONS AT TOp OR r0'TTOMHrP N[11pryG}H51ES5 r"AV THOX NOT[D M TA6Lf ABOVE ME M1T�
<br />ACC[rtABLf.
<br />M SEPAMTON ROM G1A5615 RlpIIRED wr<N sgNEt ,EIIGm, IS GAEaTEA MAN TwT hOTCD FOR
<br />AESPECI.,KN" CIIRRNATIOHANHY
<br />3. 61Df CLOSW65 AeoJIRED [M ALL RNLOWT MOPNIS IN TABLE AROrE. - 6f0E Q05D.E5 ME NOT
<br />N5ED war« .11DOJI MORMnNO CONDm , RED ..AAT10A ,ROM Oi. S5 S-1 RE Per Derail T' A[p[n
<br />rAe1e ar.LIB ro ROM J2 wm. oR wlTrtTDT mrcH Molts AND P.AELs. R ROTN vnTH a.ru1
<br />w I 1 24w
<br />FA6T1A RISS OA 6.Z5"O.C.
<br />s. P (M Dar VAN 1). NIi- N V5IAG ONE [] I OF ITI OPnON4 N M -.I 40waE6 Pea
<br />DPr[]INc [PeA tRrAlt AI, uaNc erRr MouNMAe cDADmon NNOwA IN TMEsf DMwIMG6
<br />/•IOPTIONALINTERIOR FASTENING DETAIL
<br />� N.T.S.
<br />LAST PANEI PAST.ILLED
<br />DM INTE.-
<br />ADJACENT
<br />10.1's.s STHAU „e01T Da
<br />A
<br />MAC...SCREW THRu K' CY. wfM
<br />I PM Aur a wa5•<aED ADAQn
<br />oH,NSIof FAa
<br />W 2D.1--t.6 1A
<br />STUD W, WASHER!.
<br />.I- ® lm D.C.
<br />b
<br />COANECTS w- AOUM
<br />F
<br />elPmusROH TO ADMaAT
<br />ti PANELI
<br />BOTTOM AOYNr
<br />I EQ TYPE AS
<br />AEQ'D)
<br />PMelD.
<br />CONK TYPE AS PI,Q'D
<br />enmAO coMaETe uAONeO_aFaF _ WLLF THE
<br />AOILOW e1ACt Q VALUE AR' IN -
<br />WOOD PRA,tING YAONO TABLE. a faC"
<br />PAArt A1AA EL, ro
<br />ECAess aureLl
<br />M OPTIONAL EGRESS PANEL DETAIL
<br />INTERIOR FASTENING
<br />1AY. SENNM00, "
<br />Prep•BSMB CA. Has
<br />10N
<br />IN
<br />y rOi
<br />G wt7
<br />-
<br />W
<br />L �>jU`a
<br /><W
<br />`9
<br />N
<br />x
<br />W i
<br />3E "
<br />in IN
<br />W
<br />�W
<br />D
<br />4
<br />TRIWI(0O/W- IS
<br />vemniiM GP YAPS
<br />Ac
<br />2.990" 2.290".
<br />)-2.250" D094'Sp �o.a6a'
<br />-�-0 094".125' 0.757 101. - '-' 4.1st u.1,. �.625' o
<br />0.094" q i H m N
<br />L!G
<br />0.125" o _ la GA g fj8 .D94' '0 �,.(712D' TYR TrvT094" GE
<br />»l.-0.062 3 .062' -SI �1 �0.125" 2.Got.
<br />I 1 3s -I 2.000' o a62" --I 2N V.000• I- TIP. x
<br />.030' 2.50' _I 2.000" (--- ui
<br />-� z.azo' w>
<br />4.121' 1.1�" V 'H' HEADER is"If 1{,yER �[La0.-OUT 'U" HEADER 4o-µtl= �'I--P'W CL03URE e151Le FNDIE ((
<br />la'v'_`_ ter- t�
<br />LI:.. .NY�
<br />1.51 1.560'�--11.560' 1 510 3 O j6 X 31 0.376' 00 435 D 376" 0.71 5°1„
<br />-I 6655' 0.19 °�i D.b�S' F'D. 6 b55"
<br />F- 12.500"PANEL COVERAGE -N �I 0,179°-f [ 1Lyll�llr OL�9p' �1 11-' .7 a�
<br />1�[ M Ifs .tF+t 0.s24.lsD• D.250° a.aso" O Q
<br />Lot
<br />14.875'PANEL LEN 1 y 1r" D.545• ,D
<br />r.12A LA PANEL I V UNECT •{yr
<br />r n �- MAY BEIDH 0.085° r1.2$D" t•,
<br />0,090" uun
<br />TVP, rI'OrP 2.o00�D. 0�215• l a.2t5 0.710" 0.D.13S .305 r/�S
<br />n aRv D-OUT Y' TRACK „F, MACE a .F. µp P� 0.090'� TLR-.Otc � N ;MT 0.957"
<br />0.3f
<br />0.376'-�j f55'
<br />=--.a LEG �In d
<br />-•-.� MA�YItlt� I--3.0[O' O.lzS' -� D d
<br />0
<br />4 1Pyt. iLND/MS
<br />ki rp E Ly z
<br />n.. � 'F' ANGLE - 1Ri1IX fEJI7DIDLn]
<br />IA00" ' iI-VkV�C�T v, v:c 0?[aT1p,l nil C$ .�
<br />OVERLAP D:*„vi, I mnaT r�F
<br />4' MAX. A CORNER ttDSUNE DETAIL MAX.
<br />T 0.1�"� : .KP.ere YSyr
<br />MAX./`-.2S MAX
<br />�n rFAnT r. BUILD -GOT r mi• W
<br />WNII.uury 1
<br />DISTANCE
<br />Ur rr,nlr,n ,.
<br />- r•' EMBED
<br />OVERIJN 3.820' !
<br />A 25° MAX.
<br />1`l qLMIN
<br />{ 1E fl'T
<br />- J.. ..=.r S.SOp•., - I.x a !f�£�0'
<br />4' MAX. MIN.
<br />en .
<br />OW
<br />u
<br />rwriL U O,RNERCLDSURE DEfAII BED
<br />/1r.W,nC_NEDETAa-R.r'r..Tr
<br />" NS. £S
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS, PANEL FASTENERS O 12-S" O.C.
<br />I0y,
<br />wmummmmmmm®ECM,
<br />®IT
<br />EM
<br />FINE
<br />AIMMOM
<br />®"1111
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<br />(®(�'iN
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<br />mmimmomimwmm
<br />®�E�
<br />-
<br />1IM11111�®�i�®®�®
<br />®®ES1t�
<br />IIXIII
<br />®tA��®�®�®��
<br />_ -_®®�®
<br />EN
<br />MAx Dea[GM
<br />ANCHOR PalS$Ua[
<br />T"ff RP
<br />4
<br />Ina'-H
<br />4P , u-ALP
<br />GOYK 77P!
<br />CS C2 C3 c4
<br />COMA M!
<br />CI C2 C3 C4
<br />COXarIYPE
<br />CI CZ O C4
<br />r EMBED 1/ 33
<br />.. rw 41
<br />4B
<br />52
<br />72
<br />12.5
<br />160' S60' SOH
<br />12.5
<br />16.0'
<br />160' ]. " 5
<br />125
<br />16.0 160 67"
<br />1Z.S
<br />16.0' 16.0• flit-
<br />'L!V
<br />16.0'
<br />LSD 6.1-
<br />12.T'
<br />ma- I4.e 60"
<br />12.5
<br />16.016.0' 7.5'
<br />12 S
<br />MCI-
<br />14.7 60•
<br />12.5'
<br />16.0" 14.7' 6.0"
<br />12 S'
<br />125'
<br />16.0" 16.0" 6,9'
<br />180"14.7' BD"
<br />12.5
<br />12,11
<br />Is all
<br />Ua,all
<br />14.7• 6.0•
<br />1471' 60'
<br />12.5
<br />12.5
<br />16.0- 147' 6.0"
<br />150.147 0 0"
<br />O
<br />111 t 1 Y2` CMDED 33
<br />WOOD SCREW 41
<br />48
<br />52
<br />72
<br />3/4"a1-314'Oe PCO 33
<br />TAD OW 4 C 3
<br />48
<br />T e>s 52
<br />r2
<br />12 S
<br />16 0' 16.0' 'a""
<br />12 S
<br />16 0
<br />12.J' 7 0-
<br />12 5
<br />16.0' 30 8 6 2"
<br />i .5
<br />2
<br />60" ICA- 1"
<br />1 a
<br />12.5'
<br />16 0
<br />9. '
<br />7 5.6'
<br />12 S'
<br />16.0" A7' S 6"
<br />12.5•
<br />125
<br />12.4
<br />12.5d
<br />160' 1L0" 7.0'
<br />36 D'iL.1" 64'
<br />16 0' 9.6' S 6"
<br />12.5
<br />12.T
<br />12 S'
<br />12 S'
<br />180"
<br />160"
<br />16.0
<br />160'
<br />96' S6"
<br />9.6' 3-6•
<br />M" 5.6"
<br />17.5" fi1M
<br />125"
<br />12.T'
<br />I2.5'
<br />12.5'
<br />16.0' 9.6" 56•'
<br />III". 9a. 5.a"
<br />16.0• 9.6" 5 6"
<br />16.0"102
<br />L2 S
<br />16.0 13.3
<br />12 S'
<br />16A
<br />9.2'
<br />12.5'
<br />15.0' 9.2' SM
<br />12.5
<br />36O S1A°
<br />S
<br />e2 '
<br />TESL
<br />41'
<br />L25
<br />L3.T
<br />16.0' 30.5'
<br />1R.D 9.3'
<br />12.5"
<br />12.5•
<br />Isla"
<br />16.0
<br />] 3N' t ' 6• EMBED
<br />Ali InN I.I.-I 41
<br />WOOD 6LSHINC 48
<br />q 52
<br />72
<br />SZ.3
<br />16O 7.0' 3.9°
<br />12 T
<br />12 1
<br />4. 4 ]" R
<br />6 23'
<br />12 4" 4.6' 41"
<br />12 5'
<br />15.4' 5.9' S 0'
<br />6.25
<br />1L 3
<br />t.7' 4.0'
<br />6 ZS'
<br />12.31' 4.7' 40"
<br />L2 5d
<br />r
<br />6,25
<br />12.3'
<br />4.7" 4.0"
<br />625°
<br />12.3^ 4.7 4.0"
<br />6.25'
<br />-1.41' 4.0'
<br />6, ZT'
<br />12.3'
<br />4.7" 4.0"
<br />6.25
<br />12.3" 4.7' 4D'
<br />ANCHOR NOTES:
<br />1. ANCHOR SCHEDU LE APPUEST 0. PRODUCTS CERTIFIED HEREIN, O LL RO TS CER TIED BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURE INDICATED
<br />IN SPAN SCHEDULE SETA APPLY. U SMALL
<br />2 ENTER ANCHOR SQ(EIMI PAWL FASTENER LE B T DESIGN
<br />NESPACING, THE LTOEXISTING STRUCTURE
<br />MATERIAL, B ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN R EQUAL TO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.SEL.ECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE).
<br />3. 'DRIVEL FASTENERS' S N N V ARE STUDS USED COWL ELF WITHALLMOUNTING VALUE F
<br />('P-TRAGIC, 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' RECOMMENOATIOM
<br />S. HOLLOW BLOCK HOST STRUCTURE 51{ALL 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 LIMBED 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 />VE FY THAT FASTENERS T O RI AST EPT ARE INTO FOR SIDE
<br />E WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING
<br />70 PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN
<br />CENTER OF NOMINAL 2" X 4" (MIN.) WOOD STUD t)'a- EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING). WOOD STUD SHALL BE'SOUTHERN PINE-G-0.55 OR GREATER DENSITY. LAG SCREW
<br />SHALL HAVE PHI LLIPS PAN HEAD R HEX HEAD,
<br />11. REMOVABLE ANCHORS ARE: DEWALT PANELMATE, ALL -POINTS ° DIET & BRASS BUSHING.
<br />12. MACHINE SCREWS SHALL HAVE 1/2' MINIMUM ENGAGEMENT Of THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, R WAFER HEAD (SIDEWALK BOLT) U.N.O.
<br />13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STLICCO OR OTHER WALL FINISHES.
<br />14. = DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES
<br />15. 3k DIRECT MOUNTING CONDITIONS.
<br />Lfi. LINEAR INTERPQATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTER ON
<br />THIS SHEET,
<br />2
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<br />SHEET NO.
<br />SH 1.5
<br />
|