|
•P
<br />EZi/is,
<br />EZ1w/18 ANCHORS;
<br />(SEE sEcuoN E2/ AS ALTERNPIrK Eznv ON SHEET le)
<br />- 3' u.x .- •:3' Her -
<br />(SEE
<br />v(SEE iJOTE 2) i(�w '
<br />ND1E 2)
<br />/
<br />ov I /POE
<br />�p� y/ I■ • ALIARMUEI
<br />a1 C2J glyEr 4' LAST PANEL(3)TO 8E INSTALLED AT EACH OPENING $HALL ALWAYS BE
<br />----------PROVIDED WjJ REAR HANDLE TO FACILITATE INSTN1ATION IF INTENDED
<br />F/Y O O O O O O O
<br />TO BE INSTALLED FROM INSIDE OF STRUCTURENOTES
<br />AT 2 PER;
<br />Nr IT-
<br />_1..._ �._ ,. _ __ ; ('momll
<br />(11 DFFWlTION OF jW 2001 E-2 I/A21G STORM PANEL SYSTEM
<br />j �� -r-rTT01,
<br />PANEL) I (INTERIOR PANEL) (INTERIOR PANEL) YINTERIOR PAf1EL) (END PApEL� MAX. CONStSnNG Oi PANEL + Cont. TRACKS TOP 8 BOTTOM.
<br />SEE NOTES 2. 3, I4 I I I SEE NOTES 2, 3, 4
<br />6'-0' (2). £ND PANELS SFWl ALWAYS BE CONNECTED 10 BOTTOM TRACK
<br />,�, OTHERWISE A STOP W SHALL BE PRICA"D AT TOP OF SUCH
<br />PANEL 1131Gm PANELS.
<br />I
<br />s i * i rk • ./- tea P.=Y
<br />( (3). IF ENO PANELS ME CONNECTED TO BOTTOM TWO, CONNECTION
<br />�_
<br />i I• _ i I __...� SHALL CONSIST OF 1/4'e-20.3/4' M.S.. W/ 71 *0.3/32' WING
<br />• •
<br />l .. 119LTEO PANILS W/ t/M-TO.t' NUT OR 1/4'r1i Min, THUMBSCREW INTO TAPPED BOTTOM
<br />sS GOLFS w7Q� O rA OVDs)W TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
<br />I (SEE SECTIONS As APPLICABLE)EXTERIOR FIAT FLANGES OF END PANEL.
<br />III
<br />1
<br />_ l IIII. -L_ 1_ S .{.. .l_V.. 1. I_I.-i_� I
<br />OF (A). W CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />- __ .. EMK. TRACK (i e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWC
<br />1 7� PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF
<br />J_LL1J_L1JJ1LiJJ_L�i JJILLJCLIJILLJJ-L1JJ11PiJJ-L1JJ ! _ 1 PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION
<br />• •
<br />11•. - - SEE NOTE f - --,.
<br />.� ]' IIPr _
<br />J.
<br />r' Ben. '. SEE't,V/® SEE 1' wit t INSTALLATIONS ONLY VAU-v FOR WIND
<br />NOTE 3 ATE ' SPEED UP TO 170
<br />ANCHORS ..P.M.
<br />- _--(SEE SECTION E2/ 8 ALiERW1TM[ R1W ON SHEET 16) -_ _. _ .
<br />EZ1 /18,
<br />EZTW/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL (J", SYSTEM (t)
<br />SCALE: 3/32"=1-
<br />2.8117-(MN OVERLAP 1/4, mdi. GAP
<br />.1 V*sr VALLEY) f-
<br />SECTION A -A ,,,,,•LAPLT�1,,,'4
<br />P�;•'' E ''•.FLORIDA BUILDING CODE Non High VRI Hurricane Zone
<br />-
<br />44167 s mom 'RhOO' K 24 GAGE GALVANIZED STEEL STORM PANEL
<br />,
<br />_
<br />1 L E C O f w cGLOBAL PROTECTION PRODUCTS, U.C. AAn
<br />STATE 0
<br />�'�'•, ,e•P sr. sf sran
<br />run rc • DX•r: FL I.u1.
<br />FLDRIOP
<br />s, O,r;•. rt �, sT,. 20-175
<br />f -'f1 • w.. liw m M ,=.SmS F.•-,au PSIPKG (ll.IM-15tA ro
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<br />•rH11i1111L {.le C'P •R
<br />ENGINEEF4ING
<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 Amencan Shutters and Glass
<br />Man Iactmet Address 1540 Donna Road
<br />West Palm Beach FL 33409
<br />Product Name b Description- 24ga Galvanized Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />T his F; cduct Evuuuton Repon is being issued in accordance with the requirements of the Florida
<br />Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter
<br />6IG20.3 005, F A C . for statewide acceptance per Method 1(d) The product noted above has been
<br />tested andlor 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-evaluabon of this product shall be required following pertinent Florida Building Code modifications or
<br />, evisrons.
<br />Substantiating Data:
<br />EJ(dOCT5VALUATON DOCUMENTS
<br />aU"I".
<br />le24ga Galvanized SteeI Sorn Panels (HVHZ 8 No-HVHZ) .sheets 1-5.
<br />prepared by Engineering Expresssigned d sealed by Frank Bernardo. P E is an integral part of this
<br />Evaluation Report.
<br />Un":TITTEST REPORTSUndoim static structural performance has been tested In accordance with TAS 202 test standards per test
<br />reports) #BT-ASG-17-001 by Biackwalei 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) LBT-ASG-17-001 by Blackwairr Testing. Inc
<br />. STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluate Me product based on
<br />comparallve and/or rational analysis to quality the following design coterie
<br />I Maximum Allowable Spans
<br />2 Minimum Allowable Spans
<br />3 Minimum Glass Separation
<br />4 Anchor Spacing
<br />160 SW 12"' AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354.0660 1(866) 396.9999
<br />TEA140 ENGiN6F RING EXPRESS.COM
<br />ENGIN EERIN. EXP R Ess,COM
<br />r ENGINEERING
<br />tzii�^ Page 2 of
<br />All American Shutters and Glass - 24ga Galaanized Steel Sturm 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 repor(s), and ,s
<br />accounted for in the engineering design of this product
<br />Wind Load Resistance
<br />1 n o resist Wind loads as indicated in the span schedules on the
<br />This product has been designed t p l l
<br />respective Product Evaluation Document (i a engineering drawing).
<br />Installation
<br />This product shall be Installed in strict compliance with its respective Product Evaluation Document (I e
<br />engineering Chewing) along with all components noted Therein
<br />Product components shall be of the material specified in that products respective Product Evaluation
<br />Don, mOnl UI c anpmeenng drawmo
<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 hosl 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 condHions Which are not accounted tot
<br />in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered
<br />professional engineer
<br />All components which are permanently installed shall he protected against corrosion, contamination and
<br />other such damage at all hares
<br />THIS product has been designed for use Within and outside the High Velocity Hurricane Zone IHVHZ)
<br />Respectfully.
<br />Frank Bernardo. PE
<br />ENGINEERING EXPRESS'
<br />aPPKI,1 15a9 I Cen Auth g884
<br />160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLOalOA 33442
<br />(954) 354-0660 1(866) 396.9999
<br />TEAM OENGNEEE R1NGExPREss. CON
<br />ENGINEERINGEKPRESS.COM
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<br />wJH45tyU: f-I. _ Ir,•, ?4u Gc.vv Tl,>f /�1 OPTIONAL. TOP781Ti0MCLOSURE �rAR
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<br />^J: iwrj, 11 ;RPNXINr sr:IM,w _-
<br />%� � ^-I. IYN:I,PHAH:I...... WY:IIUN
<br />INSTALLATION
<br />DETAILS FOR
<br />SERIES 2000 E-Z HANG STORM PANEL
<br />INTO
<br />POURED CONCRETE, CONCRETE BLOCK ANO WOOD STRUCTURES
<br />POURtEO
<br />.CONCRETE
<br />-EXISTING
<br />ON
<br />CONCRETE BLOCK
<br />REOUIRIED
<br />TAP'CON
<br />ANFAOR • 12' O.C.
<br />]�
<br />r4XT' IRx NERD tEK
<br />- 1•. _.,
<br />1/4Y TAPCON
<br />ANCHOR • 12' O C
<br />- _ _
<br />REWO{ FROM
<br />WOOD HEADER j _ 1
<br />RFWKDDGE
<br />%%14i1 NEII FIFJID TEIL
<br />1 �/4' FfF0111
<br />-� AT/4-
<br />®
<br />CI
<br />�nalJP�
<br />1
<br />u t R 1^ Yyl, I/2-
<br />p I
<br />P! wn� a i
<br />■ I
<br />I%2'
<br />R-S-PARATON 1 ) 16'e
<br />' /
<br />■ T' Yin.
<br />I
<br />1
<br />1■'•
<br />EX157RJG N TO GLASS
<br />ALIRAMUe/ PPP
<br />ERBtI SEPARATON
<br />-TO GLASS.
<br />Y PCP
<br />GllSS II
<br />a
<br />I
<br />1 ftIYETNO
<br />! 1
<br />NrtT
<br />O
<br />i
<br />_
<br />N
<br />Penn r 9
<br />■
<br />{- - PANEL LENGTH • I/•T.-2Ar1' _
<br />_... ---- ss. eats . ■ - - '
<br />uAx
<br />_- -- PANEL LENGTH •
<br />.
<br />it
<br />1
<br />TO GLASS -'�
<br />Y V Alin ARATION...
<br />'
<br />1/a'•-20Xx'
<br />THUMBSCREW So
<br />tl
<br />B
<br />i 5oR
<br />` THTHIUM LSCRFW
<br />TOP CLASS ;
<br />1
<br />I,
<br />1
<br />II,ir
<br />! 1
<br />,Iw
<br />ED
<br />1
<br />I w
<br />i
<br />(�
<br />I
<br />1, 2
<br />_
<br />- _ Il4'0 TMCON ANCHOR
<br />�..
<br />• 12, 0.0
<br />1/4'0 TAPCON
<br />ANCHOR 0 12' D C
<br />EXISTING POURED
<br />-- CONCRETE OR
<br />2-M' WOOD
<br />-- PUTT
<br />CONCRETE BLOCK
<br />REOUBRED
<br />-
<br />WALL MOUNTING
<br />REWIRED
<br />WALLMOUNTiNG
<br />SECTION EZ 1
<br />SCALE 3/8-1'
<br />ALTERNATIVE EZ i W
<br />SCALE 3/8-1-
<br />'Air
<br />A: TlCfq✓p
<br />a'�p,PY�R
<br />'•
<br />ENSE
<br />FLORIDA
<br />lLQIES:
<br />s YIN. PANEL LENGTH
<br />SHALL BE 2'-6'
<br />BUILDING
<br />= T p, 411 a �OSO '^�O• "�' 2a
<br />: : rt s
<br />z
<br />CODE Non High Velocity Hurricane
<br />GAGE GALVANIZED STEEL STORM PANEL
<br />Zorn)
<br />oAaM s..
<br />1. INSTALLATION ARE ONLY YAUD FOR MAX. A.S.D. DESIGN
<br />PRESSURE RATING +/- 40.0 p.s 1. AND W-O" MAX
<br />PANEL
<br />* *
<br />_-, STATE 0= Ti L E e O GLOBAL PROTECTION PRODUCTS. U.C.
<br />07ry7/3R5•
<br />LENGTH.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: W000
<br />FNePAPPI
<br />O,y: , FLDR10�' L+2>..Zv TILT YT�snYJai I - coMPAHr
<br />a E"°o`
<br />.wP sr s, Swrr
<br />rL
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
<br />'hit S/ANAL �•�s I ^•'•. iw n. ,m�l]rn o•_,51,
<br />AR-1QNPI.
<br />P„PwL (as.mr-7s.6. Ax <.s.1ee•-R7r7
<br />10
<br />20-175
<br />DENSITY OF 0.55 OR EQUAL.
<br />-• ` ""'
<br />J•-000671P
<br />r11n111NM
<br />.�•.-
<br />t ANwK t
<br />/SUWiTNS[JaAN R4.Tfr A rnLn J,.. PS if
<br />.{r 7
<br />m ""•)
<br />fw57 Ie of III
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />WIDTH
<br />W UN
<br />LIMITED
<br />TED
<br />L�
<br />I (PE0.P. TO PANEL SPANK
<br />TOP MOUNT (CONN
<br />TYP.
<br />TYPE AS RECI D)
<br />sECT1ONs
<br />-{
<br />/" STITCH
<br />BOLTSOPTIOI
<br />A
<br />BOLTS WITH WASNERED
<br />FASTENED i
<br />WIER
<br />XJ
<br />1
<br />WERLAPS O MIbSPAN (USE
<br />-
<br />BIN
<br />0.PPRMPIATE SPAN TABLE)
<br />�4
<br />GIAN VIEW
<br />�
<br />n4
<br />Di K
<br />ROASE"
<br />Aft
<br />1
<br />BOTTOM MW.NT
<br />1,
<br />(Ca1N TYPE AS
<br />S�
<br />READ)
<br />R0.341"
<br />MAY BE AT
<br />d BOTTOM
<br />1 TYPICAL VERTICAL
<br />MOUNT ELEVATION
<br />ELEVATION
<br />TOP MOUNT
<br />(C if TYP
<br />I'
<br />(SPAN ABO'!E
<br />CM )
<br />PIS
<br />'0 REQ
<br />)
<br />BOTTOM
<br />sTRurn
<br />WNT
<br />3
<br />(CONN TYPE
<br />AS RLQ'D)
<br />�w=
<br />J o
<br />-OBSTRU
<br />u �
<br />E
<br />CTION
<br />ON MAY VARY)
<br />15
<br />E-1,
<br />BOTTOM MOUNT fmP2Y
<br />-
<br />LmeX
<br />TY PEAS REQ'D)
<br />(SPAN BELOW
<br />OBSTRUCTION)
<br />PANELS MAY BE NOTCHED AS REQLUIRED,
<br />OP'fIOKAL y"-2D STITCH
<br />PROVIDED THAT CONNECTIONS AND
<br />BOLTS WITH WASHERD
<br />ANCHORS ARE USED WHICH SATISFY
<br />WING NUTS FASTENED O
<br />SPANS AFJOVE B BELOW 065TR1KTION.
<br />OVERLAPS O M1V DSPAN (USE
<br />4PFROPRIAIE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />< NOTCHED PANELS
<br />1 . - -
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />MMWAU STORM L SEPARATION FROM M OR NL SE CUSS
<br />NVICE WIND FLN(4 B ESSENTIAL FACHIIIES 1 1 '
<br />MAXIMUM i
<br />I DESIGN i ALLOWABLE
<br />PRESSURE (SPANNRAXI
<br />(P4)
<br />IN51ALLAfO E GRAD
<br />ABOVE GRADE
<br />6D6in
<br />ITHAN30 "ABO GREATER
<br />IMAM 30 ABOVE GRADE
<br />i
<br />2)6 I
<br />1 !•30
<br />130Din
<br />-It
<br />135
<br />•740
<br />30A Ni
<br />6106An .
<br />BABn
<br />_
<br />_ _ 216In._.
<br />t.I61n
<br />S30-0ML
<br />•/46
<br />-'_._._
<br />6D6n
<br />2.16 in
<br />MAW
<br />it .So
<br />l30.0 M_
<br />6.O6n
<br />2.16n
<br />•/-S3
<br />306.6in
<br />601.
<br />23Sn
<br />I-•1M7
<br />-.
<br />1 931m
<br />_
<br />8D91n
<br />5991.
<br />6.11M--_-�2.72n
<br />;
<br />I•/-65
<br />••/70
<br />1 36A n
<br />6.121n . _
<br />613n
<br />__ 7.901n - _,
<br />2A61n
<br />.1.72
<br />21-On__--
<br />3VAIV SC,HtUULt NU I t5:
<br />1. ENTER SPAN SCHEDULES WITH NEGATIVE
<br />DESIGN LOAD S PANEL FASTENER SPACING TO
<br />DETERP41NE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />POSITIVE LOADS LESS THAN OP EQUAL TO
<br />NEGATIVE DESIGN LOAD5.
<br />2. -PANR FASTENERS' ARE STUDS USED IN
<br />CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />('F'-TRACX, STUDDED ANGLE, ETC.) USE 6.25'
<br />O.C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALUM'- AND "U•-HEADERS (INCLUDING BUILD OUT
<br />CONDITIONS).
<br />3. UNI7AR INTERPOLATION BETWEEN LOADS IS
<br />ACCEPTABLE, OTHERWISE USE NEXT NIGHER LOAD.
<br />PAN H WITH V LOAD T
<br />1 ENTER 5 SCHEDULE I POSITIVE DESIGN T O O 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 EN ASTM WIND ZONES I THROUGH 3. THE GLASS SEPARATION
<br />SCHEDULE 15 NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING IS REQUIRED,
<br />fM11C BDINA0.00 IF
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES: `* '-? rxrt
<br />7UW
<br />:' -- -
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES:
<br />SCHEDULES
<br />a:
<br />~
<br />POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />v sx
<br />FOR USE WITH THIS SYSTEM SMALL BE DETERMINED PER
<br />SEPARATE ENG IN�]NG ]N ACCORDANCE WITH THE
<br />GOVERNING CODE, PRESSU RF R UIREMEMS AS
<br />DETERMINED IN ACCORDANCE t H aSCE 7 AND C24APTER
<br />r AI
<br />I60E9EQQOF THE FLORIDA BUILDING CODE SHALL BE LESS THANOR
<br />TO THE POSITIVE OP. EGATIVE DESIGN
<br />PNEbsURE CAPACrTr VALUES LIST D HEREIN ANr
<br />m
<br />ASSEMBLY AS SHOWN.
<br />GENERAL NOTES:THI
<br />U
<br />_
<br />SPECIFICATION N DESIGNEDIN
<br />a w
<br />&,EVHNC�ET[ON„{{20p)R� l EINTS� FA t�THEIN C PER
<br />AS 201, 202 AND 203 TEST PROTOCO L5. CONTRACTOR SHALL INVESTIGATE
<br />'80
<br />-
<br />13. TOP 6 DICTATE.
<br />SM AY MAV aE INTERC TINGED A5 FIELD
<br />CONDITIONS DICTATE PANELS MAYBE MOUNTED VERTICALLY OP
<br />12 IZONTALLY A6 APPLICABLE.
<br />R
<br />12.. CONCPETE ANCRETE NOTED HEREINSHALLC ETE ANCHORS
<br />NON -CRACKED CONCRETE ONLY, INSTALL ALL CONCRETE AXGM00.6 PER
<br />MANUFACTURERS CTRRECOMMENDATIONS.5RES
<br />13. THE CONTRACTOR IS RESPONSIBLE O PREVENT
<br />E PRDTECTALL
<br />MEMBERS FRpM DISSIMILAR MATERIALS TO PREVENT FLKTROLYSIS,
<br />19. N ONLY.
<br />SEAL THIS S HERETO VALIDATES STRLKTVRAL DESSQH AS
<br />SHOWN ONLY. USE d TN15 SPECIFICATION BY COXTMCTO et. el
<br />INDEMNIFIES 6 "A ES HARMLESS 1m5 ENGINEER FOR ALL COST 6 DAHAries
<br />INCLUDING LEGAL FEES a APPELLATE FEES RESULTING FROM MATERIAL
<br />FABRICATION, SYSTEM ERECTION, A CONSTRUCTION PRACTICES BEYOND THAT
<br />wMKH IS CA, m FOR BY LOCAL, STATE, 6 FEDERAL CODES 6 FROM
<br />DEVIATIONS OF THIS PLAN.
<br />13 CERTIFICATIONS
<br />EXCEPT AS EXPRESSLY AFFIRMATIONS
<br />A MI INTENDED,
<br />NO ADDITIONAL
<br />a. S, AFFIRMATIONS ARE M MARED.
<br />1 R ALTERATIONS ADDITIONS. OR EITHIS MAR IFICA TO TENS DOCU MNR
<br />RE NOT PFRNITTEb Al10 ITNALIOATE TX15 QRTgiCAITOrI
<br />pt. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF (1) LABEL
<br />ER EVERY 3,0 FEET. CONTAINING THE FOLLpWING RIMPMAnON•
<br />IPIOA PRCDLFCTAPPADVAL NUMBER
<br />VISIT C-CALC.IO/31543
<br />WEKbNN-RANe_..
<br />T MINIMUM ALLOWABLE SPAN SCHEDULE
<br />TOP
<br />MOUNT
<br />-S
<br />Y
<br />3y
<br />S$
<br />a15
<br />or e
<br />rp
<br />rat
<br />'
<br />5 6
<br />E
<br />LL
<br />I
<br />es
<br />6
<br />-
<br />9ypp
<br />j
<br />4-
<br />14, H.Ad•r
<br />0'
<br />O
<br />23"
<br />24'
<br />5•
<br />22
<br />.r
<br />P
<br />T
<br />'
<br />9Ndoul'U' H•A4M
<br />a'
<br />0'
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<br />2r
<br />2,
<br />2B•
<br />2r
<br />2r
<br />D'
<br />2r
<br />2T
<br />2s"
<br />2s691•HaPder
<br />P
<br />D'
<br />a'
<br />2T
<br />21
<br />23'
<br />27'
<br />2r
<br />T
<br />2r
<br />27
<br />26"
<br />Q
<br />2Y56 sod
<br />2T
<br />Zr
<br />2r
<br />ll'
<br />W
<br />31-
<br />It'
<br />W
<br />2T
<br />30r
<br />It-
<br />33'
<br />d,limut "P I,-
<br />•fi
<br />21'
<br />3 r
<br />3U"
<br />48'
<br />Sid
<br />ia'
<br />46'
<br />ZA•
<br />JIB'
<br />30'
<br />5T
<br />.F ,ram
<br />2r
<br />2r
<br />31"
<br />SW
<br />Sr
<br />W
<br />W
<br />2S
<br />31•
<br />w
<br />Slid "PIT Mollal
<br />Zr
<br />22-
<br />V'
<br />2r
<br />It'
<br />.v
<br />22'
<br />i1
<br />3 1`
<br />G•r2 MOlnt
<br />2 r
<br />2 r'
<br />+r
<br />30"
<br />4IF
<br />SG'
<br />SIT'
<br />29'
<br />At
<br />At
<br />2 r
<br />AV
<br />4C
<br />30"
<br />Sr
<br />L' ieNU•r
<br />T
<br />P
<br />0"
<br />2r
<br />zr
<br />2s
<br />xr
<br />2r
<br />r
<br />t 4-
<br />2T
<br />x6'
<br />'F Tr WI
<br />2 i'
<br />2 4'
<br />z r
<br />37'
<br />-W
<br />SO-
<br />2P'
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<br />-
<br />4C
<br />SO
<br />2r
<br />IT
<br />2T
<br />IF
<br />W
<br />31"
<br />,r
<br />W
<br />IW
<br />30
<br />IT
<br />33'
<br />33"
<br />To'
<br />'C T.•Ak
<br />2B'
<br />M'
<br />24
<br />3T
<br />6.T'
<br />SS
<br />31^
<br />26'
<br />S3"
<br />37
<br />Sid'
<br />I 20-31543
<br />i S/IONS 9HOWNr,ePf A IF MM.- ALLn .A SPANS RASED-Ahl U]Me1NAnON OF M.M.nNs
<br />CC) ITILwS.1 TOP OR BOTTOM eANEI LEN6ir,E. 4. T 11p NOT3R IN TAIBLE AROVE.1 ND•
<br />v)
<br />ACC[rtANt
<br />No STD.VIA,I9N ROM:>i/.:5:s AFQVIXf4 V..,EN PNIEL le•N. H 15 iwEATfA tIMN n4T NOTED rfX
<br />4
<br />AtsFACTNE NDuPInsG COM�I.I- AJJUK
<br />1 SIDE 51OSLrfF 9lQu1Rl0 FpR AlL WILDWT NIXIYis 1M !Ae,e 4•Uw WIARE Si.t ULL In Af -
<br />-J
<br />(,
<br />_-
<br />,V PN•WLOOJi MOUNrTRG morns REQUIRE. 1-IrlDN ROM SHALL DFIA 'F
<br />GONG ,Al:'W ltr! Ili
<br />P
<br />A TABLEA/nJ6 NprHJ2 Sinta W(MO/tSmCH BOLTS AMU PANFLb •eTM WmN PANES
<br />oP
<br />fA6ifN[I]g 852S OR43]'a,M fw 1 M
<br />s PArRJs IMY SMN JQ' MINIMwM OHOLL:OMB II I W M OPnONM is dR oEAWPGU)wRES Pei
<br />uPEwnO .PER PETM< xJ. usrwG ANr Mrw)mee rawamoN sw]wTY IN THESE nRAwNlvrs
<br />�
<br />r LOPTIONALiNTERIOR FASTENING DETAIL
<br />N.T.S.
<br />ElT g
<br />way
<br />W w
<br />D�>
<br />D
<br />��u
<br />Zp=inn'
<br />n
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<br />9r PANEL liidcr. .
<br />rPDM INTERIOR
<br />3
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<br />AO.NCEN1
<br />PA N¢
<br />X' IOF I-sS SIOPWAu ed>: :•
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<br />�
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<br />n iM9Y face
<br />Q
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<br />M Fb
<br />WX%GMMVr#1 G
<br />ICON"ec, W"" MLVM
<br />b [XIPUMDN of A.NGEM
<br />4
<br />PANELI
<br />IIOnOb
<br />` FF
<br />- 11
<br />L ! 3
<br />AS
<br />A
<br />rCOLAY TWf S
<br />gg e
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<br />CIZZ
<br />NN IMF •4 "to
<br />A,
<br />ENCING
<br />2 it
<br />COPmNM,RW ENAT�F•
<br />20-31543
<br />'
<br />OF MIE5
<br />E r151iNG f1]NCARF SPACING lt MINE T>IE
<br />M«LDw ei«A YM aGi'vEN n.4nCMDA
<br />JvITA wMnw, SP T4 Inn•
<br />P EN 1
<br />ANeL ADIACENr 10
<br />fu'•t$ P,LhfL,
<br />MRC OESC4t/ItW:
<br />nOPTIONAL EGRESS PANEL DETAIL
<br />_
<br />�P^ INTERIOR FASTENING
<br />I
<br />1 990" 2 Zso"
<br />2.250' D.09A- Dow' 7 J/a iv 61Vu X
<br />'i ('7 250" 0,T50"
<br />0,094"I-F0J394` ,ox Y r
<br />G.094" a�062'----rNi1.12D' ,�. in TYP. lei ? 2$ 2S T f ^ 9 V
<br />l 930' i
<br />062" L0000 062" r T0125z,no,G
<br />2.020"25o"-'I 2.0m. -.I 2.000• �- TYPalJllD-0_ UT YJ• HEADER1IF1.•3.380MAX.•{ _ 0.313'1.560'�-11.560" 10 I 0,365" 1--I 'mot 0.776' S1 D. 1 �55' 035a' L.007"
<br />500" PANEL COVERAGE J_ 0,179" �1�".004655" 0 � r r ,A1.1'w
<br />4.875'PANEL LENGT $2 0.515'` Po
<br />,$
<br />LEG O
<br />O?AK710 't ��
<br />V
<br />11
<br />KWY BE O.OBS' B.25O""
<br />� oTYP i'-Jl-oo9m Ll2ooa D09 R x o us ono Rotas 3as
<br />T P_ 0.090'• OJ00" 0,957"
<br />L`^.. TYP
<br />BUILD -OUT 7 iA,LU( 7 TRACK n F µ� )6, p�,rL N WxlPalr i i = a M� 4-4
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<br />1.000" •e+Do'no3� =vu a>.rAm z �i
<br />OVERLAP
<br />�.2S- MAX, [e:Tt";� J Z P' s
<br />4• MAX, (� CONVIERQOw RE DETAIL I- Q rr, V y
<br />D.SBB'J •>Irn4=-xnen 'Q ' f`.2S MA+ U
<br />Max oc a IJ.M r:.XFr•x:l rr rlr,-.1. W O
<br />BUILD -OUT •r •orc.�M�.�u-uc lit' =
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<br />OL"TANCE
<br />T n
<br />ann,AT rr?ls' low J
<br />r.RA A.AA--I..
<br />Q
<br />-h:lEW-I,, ; HLAVt,I _.111•\::i EMBED
<br />v:ll.^. •1::.:• I,:,p 1�)rJln Afi tl'q.'1'A:.\.i 'JY �.'4`J
<br />.. .. a•; 1e•cn.^ate ✓ire:, - WFar,a.v. =•J16L3F.7>.^r.•, '� 'aiNP
<br />1,000"
<br />1 OVERLAP 3.92o'y
<br />A,A•�NiCue _ M^X /y a,nn-N V Ku,NllxLtil,«. nrinu
<br />+r>Ir;r�':i-raJis ,.1• �.25' MAX-
<br />_.. T - IN ig@1
<br />pP
<br />-kLf 1.500'0'ga
<br />i
<br />111, MAX.MIN
<br />l aoo t
<br />- w' 9
<br />l� II,6:- SILJa. ..AI r✓ Pa$ I4!!I _I
<br />'V'L nCORNE0.ClO511RF DETII EM1IBED „. YiM1 j4•- b J. .Y h. Y�,- ail
<br />TPI.PMULHT CLOSURE DETAIL n•T,.rr..0 SSy Ai"
<br />0 nT s k1
<br />ANCHOR. SPACING SCHEDULE:
<br />2A :AIJGE PANEL. FANEl FAST EnE RS W L2 5" i, t:
<br />EIF�i�C[�I�
<br />®BT�&iY®®F�]YEiE]YF�®�I�mll
<br />®E�E!EEH
<br />EL�E>Eto�®EM§M
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<br />OMMMRIMERIN
<br />EI3>aME1�E73i�E'f�E1�®E)�B�ElE�
<br />_
<br />®EI�EL3�Ei�EII�®E�E��[»
<br />Ei�E7�EB&9EiiI�E1�EE�®E�[�®
<br />EI!®
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<br />/1/Y/r�'% -.
<br />E����E>ilt�
<br />�EtlE9E�t�
<br />E�f�E)lEI�Et•�
<br />E3��E��E�
<br />-
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<br />;Ik
<br />MAR ncnaw
<br />ANCHOR !Nll3URE
<br />! PNP
<br />�'MrIIP IO a41'
<br />�PNr tN „rt-I
<br />HMM UP ,I1 il' r
<br />CONN TIT!
<br />S Q C3 CA
<br />COMN MEI
<br />CJ f2 CI C9
<br />CONK IITL
<br />CT C2 CI C4
<br />IM..r MaND 33
<br />,M. W'RFw 41
<br />48
<br />EJ'-Ar••�i®� s2
<br />12
<br />12.5'
<br />160' 160
<br />10,9
<br />12.5
<br />160
<br />L6.0 75`
<br />12.5'
<br />160 I6. n' 1•.7"
<br />TZS
<br />id0"lee"
<br />a6
<br />SZr
<br />160
<br />IS 0' BA'
<br />J2 S'
<br />16.0 1. e' _f
<br />Lz S•
<br />Jaa' 16U'
<br />7 s-
<br />12 S-
<br />]o O
<br />14.7 4 6 D-
<br />]2.S'
<br />16 0 14.1 c
<br />1z s•
<br />LZ r'
<br />160' I60"
<br />TSO 14 T"
<br />69'
<br />6.0`
<br />12 5
<br />12.5
<br />lS.
<br />1a 0
<br />L.'.. sD'
<br />L4 T' Pa"
<br />1z s'
<br />12,5"
<br />1sa 1 6a'
<br />b D^ 14 1" 6.0"
<br />C'
<br />.SM, 1 LJ2• CM6¢ 33
<br />W000 teRfUt 41
<br />1e
<br />52
<br />72
<br />V4'Lt3/4'mt[D 33
<br />TA OMI"Ps' 41
<br />y 49
<br />T aRtYwmwNwc 52
<br />12.5'
<br />1fiA 16 U"
<br />SO J'
<br />125
<br />1'
<br />L21 '.0'
<br />12.5
<br />16.0114 '
<br />1
<br />a]
<br />1 25
<br />160
<br />97 5.6'
<br />125'
<br />15.0' x7' 5,6"
<br />12.5
<br />LJ-s•
<br />U.S
<br />12.5"
<br />I6.0 SLO'
<br />IB d "1
<br />16.a 9E
<br />150' 160"
<br />7.0"
<br />5 4
<br />56'
<br />1
<br />12 5'
<br />12 r
<br />12.5
<br />1L.6
<br />ISO
<br />16 a
<br />16.0'
<br />160
<br />9 fi 316'
<br />■ B s.6"
<br />9.6' Ss'
<br />U,5'
<br />12 S'
<br />1. 9•
<br />125'
<br />32.5'
<br />16.0' 9.6' S.6'
<br />16-0" a 16'
<br />16.0" M' S.6
<br />16.0.10.2' ,;
<br />l2 S'
<br />150' 133
<br />TJl(1111.5
<br />r
<br />150
<br />9.2 i
<br />12,5"
<br />12S
<br />16.0" 9.Z-
<br />16.0" 9.1"
<br />12.5'
<br />d6.0' 114
<br />i' !
<br />12 .5
<br />16.0
<br />91'
<br />It S
<br />12 r'
<br />15.0' 105
<br />16a 91
<br />�
<br />q'
<br />Y P
<br />12.5'
<br />iJ.r
<br />160"9.1'
<br />160'
<br />M1
<br />Pl"
<br />32.5'
<br />,2 1-
<br />16.0' 9.1"
<br />160'
<br />7 10' I ' 8" E."S' / 33
<br />�V
<br />A,I?"HrN.,tr {l
<br />Or BU>nlnC 4c'
<br />'✓<- >-
<br />"^^"'•
<br />125"
<br />15.a 86'
<br />7.3
<br />1 2.S
<br />1 5. S'
<br />0
<br />6 S.1'
<br />12 S
<br />13.8' 5.3" ♦ 5"
<br />25"
<br />16a 7W.
<br />1.9"
<br />12 r'
<br />12.]•
<br />9.
<br />L 5"
<br />154" 5.9"
<br />5.0
<br />6.25
<br />1L.3'
<br />4.7' 4.0
<br />6.25-
<br />12.3' 4,7 CO"
<br />d S-
<br />J .2
<br />4 .7
<br />6.29
<br />123
<br />4
<br />4 7' D
<br />2"
<br />6 3
<br />12.3' 4.7 4 D'
<br />-"
<br />J23' •7'
<br />4.0'
<br />5.2r'123'
<br />Ap^
<br />ANCHOR NOTES:
<br />L u --HOR SCHEDULE APPLIES TO ALL P PRODUCTS CERTIFIED HEREIN, Y R LFR REl BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING, MAXI MUM ALLOWABLE SPANS AND PRESSU RES INDICATED
<br />IN SPAN SCHEDULE SMALL APPLY.
<br />2 ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE
<br />MATERIAL, A ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SH LETTER SPAN,$ ELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR ENffFICATION OF E TY ID CONK Ci IN
<br />PE!
<br />C' "PANEL FASTENERS" ARE STUDS USED 3N midUNLTIIN•1 V,TTH ALL MOUNTING EXTRUSIONS
<br />('F'-TRACK, STUDDED ANGLE ETC 115E 6.25' O.0 PAN L F ER FA TA E ASTEN 5 QfiG BLE VAWES FOR
<br />0.LL'11"-AND'U'-HEADERS (INCLUDING BUILDOUT CONDITIONS)
<br />4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER£' RECDMMENOATIONS
<br />S. HOLLOW BLOCK H05T STRUCTURE SHALL CONFORM TO A5TM C90 BLOC3l.
<br />6 MTMMUM 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 SHALL BE VERIFIED BY OTHERS TO
<br />ADEQU.4T ELY TRANSFER LOADS TO HOST STRUCTURE
<br />B. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UNCRACKED CONCRETE ONLY
<br />9, WHERE EXISTING STRUCTURE IS WOOD FRAM[ EXISTING MAY Y, NG, EX NG VAA FCELD
<br />VERIFY T FASTENE
<br />RS E T ARE 1N ONLY
<br />F ATE WOOD FRAMING MEMBERS NOT PLYWOOD. FASTENING
<br />DEQU P
<br />TO PLYWOOD [5 ACCEPTABLE ONLY FOR 5@E CLOSURE PIKL�.,
<br />10, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMNG, FASTENER SMALL BE LOCATED IN
<br />CENTEROF NOMINAL 2" K 4" (MINI WOOD STUD (%" EDGE DISTANCE 15 ACCEPTABLE FOR WOOD
<br />FRAMING). V400D STUD SHALL BE -SOUTHERN PIN ' G-O.SS OR GREATER DENSITY. LAG SCREW
<br />SHALL HAVE PHILLIPS PAN HEAD O0. HEX HEAD
<br />l 1. REMOVABLE A A W T F AT A- i4WS SHALL
<br />DE AL MINIMUM
<br />E LLMENTO THREADS
<br />READS8 INTO
<br />BUSS
<br />H G
<br />L2. MACHINE SCREWS SHA H0. M ENGAGEMENT
<br />V,5 LL HAVE 1R" MINIMA E GAGETIEN OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHEP A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U N.0
<br />I3� MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES
<br />14, DESIGNATES ANCHOR CODITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />15 �c DIRECT MOUNTING CONDITIONS.
<br />IS LINEAR INTERPOLATION /5 NOT PERMCTTED FOR USE WITH THE ANCHOR SCHEDULES USTED ON
<br />THIS SHEET
<br />20-31543
<br />11AIR
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<br />SHEET NO.
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<br />1.5
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