|
!'._.__ IIN+Ir' 71� I I'll
<br />ITFd��A = ■/BSI •BB)/� • 81/�
<br />ANCHORS
<br />mnm E21 a A&WMTK III ON BRIEF 10) f� �i
<br />t *NOOTTE i)
<br />(END PANEL}
<br />SEE NOTES , 3, 4
<br />(INTERIOR
<br />PANEL)
<br />I
<br />(I
<br />OR PANEL) (INTERIOR PANEL) (ENO PANEL)
<br />I I I ( SEE NOTES 2, 3. 4
<br />1 I • TED PAPIELCNEP
<br />ONSS W/ 1/4P-20,
<br />OF
<br />S'-0`
<br />RAIL
<br />PANEL LENGTH
<br />!! O 40-0 P- f,
<br />L• 1
<br />AP.
<br />5611
<br />of t•
<br />MAN
<br />JJ_L�JJ_LLJJILLJJ_L J1LLJ L111LLJJ_LLJJ1 1JJ_L1JJ
<br />e e •
<br />..! 3• Mml. 'v .i�LN SEE NOTE 4 • 13• Mm. �.
<br />I. W. LFE SN
<br />3 •V ,-� -RE1 E J I• M.
<br />N61E --_ SECTOR ¢I 8: ALTERNATIVE EIIW ON SHEET IS) -- -'
<br />EZt/18,
<br />EZiw/le
<br />TYPICAL ELEYATION FOR SERIES 2000 E-Z HANG STORM PANEL j, SYSTEM (�}
<br />mL GAP
<br />E"1.9 T��•�►�.w.
<br />ENGINEERING
<br />ENGINEERING EXPRE//�
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />AppaaaBon Number: 17M.1- R2
<br />EX Project Number: 20.31543
<br />Product Manuhdurar: At Amorl an Shutters and Glass
<br />Morw/actuFaw Address: 1540 Donne Road
<br />West Patin Bosch. FL 33409
<br />Product Name 8 Dawxiplbn: 249a Galvanized Steel Storm Per"
<br />Lot" M"Ie Impact RatlNtent
<br />Scope of Evaluation:
<br />This Product Evaluation R•port N bedlg Near d in accordance with the equlernenN of the FlotIN
<br />Department of BLdness and PmFwlonal Re9Rdrten (Florlds Bulld ft Commission) Rule Chapter
<br />B/G20-3.008, FAC., for statewide - - q -emu perMcBmd l(d). The product noted above has been
<br />tested and/or evsk ated as son Named herokn to show cayomm wNh ONE Fbrkle 8WOV Code
<br />Seventh Eddon (2020) and is. for tat purpose ktiended, at Nest equivelsnl b that required by the Code.
<br />Re-evadaBon at this product Nr0 be required fakwkv 11atmard Flalds Building Code modlieadons or
<br />FGVW ns.
<br />SubstanHaung Data:
<br />EX drawing 0"1543 Yaed'249a Golven eel Steel Storm Pon" "AlZ 6 Nan-MVMZ)', shooks 15.
<br />prepared by rp1nsedn9 ERpias, olpned 6 soWd by Frnk Bsaerdo. RE_ N anirse" part of this
<br />Evskjobon Report.TUT REPORTS
<br />Uldform sNEb structural perbrmann a has betested In accordance wth TAB 202 test ftenWaT per tat
<br />roporto) 9BT-AW17-001 by Blecdwabr Testb9, Inc.
<br />Large mNNIo Ir pod radatance and cycac lacing perlDmunce hes been Noted In accordance wth TAB
<br />201 and TAB 203 test stwxkw& per test reports) aBT-ASG-17-001 by &edDNeler Testing. Me.
<br />IBM CALCULAWAIS
<br />Structural anpineering coklMBOm he" been prepared vANotl evaluate Be product based on
<br />COripmrdtm and/or raNaW orWtrob to queft the NMwing deelp cterle:
<br />1. MaknumAllow" Spons
<br />2. Minimum Akwable Spans
<br />3. Minimum GMn Bepawtbn
<br />4. N W Speohg
<br />160 SW 121- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 396.9999
<br />TEAM a ENGINEERINGEXPRESS.COM
<br />E NGINEERINGEXPRESS.COM
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<br />.Y _.l IML:I Ui v PALLMOUNTSxTION
<br />Aa LAST PANEL© TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />PROVIDED W/ REAR HANDLE TO FACILITATE RiSiN1ATi0N IF INTENDED
<br />TO BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />(1). CONMQL $Q,'�: E-Z HANG STORM PANEL SYSTEM
<br />STINC OF PANEL + CRNH, TRACKS TOP a BOTTOM.
<br />(2). END PANELS SMALL ALWAYS / CONNECTED TO BOTTOM TRACK
<br />OTHERWISE A STOP BAR QD SMALL BE PRONGED AT TOP OF SUCH
<br />PANELS.
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SHALL CONSIST OF 1/4•B-20N3/4• M.S. W/ 7/a'e.3/32' WIN
<br />NUT OR 1/4YN3/4' Min. THUMBSCREW INTO TAPPED BOTTOM
<br />TRACK. LOCO 6 FASTENERS MAY BE AT EITHER OF TWO
<br />EXTERIOR FLAT FLANGES OF END PANEL.
<br />(4)_ IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (I... A STOP BAR IS ONLY USED AT TOP AT LEAST TWO
<br />PANELS SHALL BE CONNECTED TO BOTTOM 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 WINO
<br />SPEED UP TO 170 N.p.h.
<br />ENGINEERING
<br />Page 2 0f 2
<br />All American Shutters and Glass - 24ga Galvanized Stud Storm Panels
<br />No 33% IrKnose In aa0woble stress has been used In Be design of this product-
<br />8eparaaon from ghuft N not required for NeteNatlOes outside of wind zone 4 and eaenllel tedblies.
<br />impact Resistance:
<br />Large Impact Reebter" has been demonstrated n evidenced In proWousty NEW tsok roporl(s)• and Is
<br />accounted for In tie en9Neeft dsslpn of Oft product.
<br />Mad Load Resistance
<br />This product has been desWM to nsbt what bads as Indicated in tie span schodub(s) on the
<br />respect" Product Evaantlon Document 0.9. er#noe g drawft).
<br />lnSta1"on
<br />This product shell be installed In sdiot compliance with IN respective Product Evahetlan Document 0.e.
<br />ongineellp drawb9), slap with as components noted therein.
<br />Product canpomats shot be of the mmERI spo~ in that product's nespeave Product Evaluation
<br />Document 0.e. wVkw rb9 draWbh9).
<br />Llm/taHons & CondlBons of Use:
<br />LAe of this Product shot be in oW accordrhu wth the respective Product EvWafon Document 0.e,
<br />wvhwedn9 drawh ) as noted Ilefain.
<br />AN a/pporan9 hat structures chat be designed to reniat d superimposed beds and shot be of a RmWsl
<br />acted In No product's respeDW a anchor schedule. Host structure cadlaos whictl We net accounted ter
<br />in this product's respecHre anchor schedule shah be dsegred for on a e te-sped6c basis by a registered
<br />profesdonal er,glNosr.
<br />AN components which are permanently instated shot be prolocted against corrosion, mntwr*mdion, and
<br />other such demspa at at tines.
<br />This ppmdpw� d has been designed for use wMin and aAaIde to High Vebety Hurica is Zone 04VHZ).
<br />Respectfully,
<br />tlCN
<br />y"Yr �9aly..•.
<br />Frank Hennardo, PE
<br />EiwemestwG Em*Esse
<br />#PE0046549 I Cert Auth. M5
<br />160 SW 121- Aven Oa SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM a ENGINEERIN4EX►RESS. CON
<br />ENGINEERINGEXPRESS. CON
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<br />OP*NNAl BOTTOM CLOSURE D- A11
<br />I � R � •�t
<br />Ea��� 9iE
<br />INSTALLATION
<br />DETAILS FOR
<br />INTO POURED CONCRETE, CONCRETE
<br />�Q�r/G PouaLEo
<br />SERIES 2000 E-Z
<br />BLOCK
<br />HANG STORM PANEL
<br />AND WOOD STRUCTURES
<br />C1�
<br />4'e TAPIXW
<br />a°aiocrL
<br />'
<br />ANCHOR to it o.c
<br />'
<br />t 4'B YAPCOH _
<br />/1NI' HER WAD TIX
<br />y --SCREW
<br />1' 14N1' HER HEAD 7IX
<br />ANCHOR 12' O.C.
<br />f �}/1• FROM
<br />EDGE OF/
<br />lv
<br />RECIME6
<br />}/4' FROM
<br />iV
<br />1
<br />I
<br />9
<br />9
<br />ED.
<br />/�' t•
<br />r
<br />To
<br />1
<br />Am
<br />'��
<br />p0BtR1O�� 70 CRASS (_--+_ - 3/IAUAAtNM POP
<br />Rggq1• _ _
<br />10
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<br />POP
<br />pASE
<br />MyET
<br />iMAX
<br />R
<br />�T
<br />i
<br />41"T\
<br />W
<br />MAX
<br />R pS S
<br />-----� PANEL LENGTH
<br />AL �L7X R,�
<br />I -.._ "�---�( PANEL LENGTH e
<br />R I•
<br />'4.9-2W2• I
<br />R 10 GLASS. 1 '_'
<br />_
<br />R"'-SEPARATo OLAIRS.
<br />or
<br />T I
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<br />1
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<br />,2
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<br />ANCHOR
<br />a 12' OIWCON
<br />,/4'6 TAPCON
<br />AMCHaR • u• Ixc.
<br />�POpI�'D
<br />Cdn''RETE al=
<br />REQUIRED.
<br />1 I I 1
<br />I �
<br />I
<br />.. r.4• WOOD
<br />REOVIRED
<br />SCALE 3/8-1'
<br />At I
<br />SCALE 3/8-1'
<br />�a A. T1 kp/�
<br />pp
<br />.$Y:.•'"y�CiEiif�L '• i
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. OV5I
<br />MIN.. PANEL. LENGTH
<br />SHALL BE 2'-6'
<br />.4
<br />em TleTma INC
<br />FLORIDA &LIMING CODE Nor, h VolocI Hurrkone
<br />24 GAGE OKVAMZED STEEL STOW PANEL
<br />Zone
<br />rT.
<br />PRESSURE RATING 4'/- 40.0 p.e•f. AND 6'-0' MAX
<br />PANEL LENGTH.
<br />STATE/E/eeM
<br />s'
<br />I L E C O 1M
<br />e • PROTEC'iION PRODUCTSF U.C.
<br />••c:
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS M BE SOUTHERN PINE No 2. W/ SPECIFIC
<br />sT160�: ,'cCOR10 ,,
<br />4I• S" -E.�
<br />`O
<br />'TBFG •
<br />IPA.. pq ww.�r. r.'p. 9n
<br />4aCA se $3 33143T
<br />r Mnc 0")NR-7m& rm ps.N•6"Rln
<br />20-175
<br />DENSITY 0.55 OR EOUN-.
<br />r+.o%f�
<br />OM 08087IB
<br />AN • A•4 r - 4r
<br />01•wllY9 MY
<br />r
<br />MUG A Pi
<br />now JR1
<br />I.
<br />tNHtn u a u
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ &NON-HVHZj
<br />TOP MOUNT (COON
<br />rp,
<br />TYPE AS REO'D)
<br />SECTIONS
<br />0 STITCH
<br />2aS STITCH
<br />OPTIONAETH
<br />OPUS WITH W
<br />WINGNUTS FASTENED 0
<br />APPRDPMTTE
<br />�'�' .•.
<br />SPAN TAN AABLE)
<br />IapU
<br />p �Yq7
<br />.1...L .
<br />NN€ ^4
<br />PLAN VIEW
<br />r={
<br />D} o
<br />Z
<br />/
<br />/ 1 R
<br />I 1n
<br />`•�
<br />(CORN TYPE
<br />REQ'D)
<br />RD. 91'
<br />MAY BE AT •. r•�� O.J75'
<br />y
<br />a BOTTOM
<br />1 TYPICAL VERTICAL
<br />MOUNT ELEVATION
<br />1 N.T.S.
<br />ELEVATION
<br />irO..P., PMOUNT
<br />P
<br />Ln B
<br />REQ'Q)
<br />BOTTOM
<br />a+rTRIX:TION)
<br />v�
<br />(Wok
<br />AS REQ D)
<br />��
<br />-OBSTRUCTION
<br />�
<br />(LOCATION
<br />x�
<br />Y VARYI
<br />BOTTOM MOUNT (DDNN
<br />N BE
<br />BELOW
<br />TYPE AS REQ'O)
<br />(SPAN
<br />oBSTRucrloN)
<br />MAY BE NOTCHED A5 REQUIRED,
<br />CPTIONAL-A`2OSTITCM
<br />BOLTS WtTF'I WASHERED
<br />11ANILS
<br />PROVIDED THAT CONNeCTICNS AND
<br />ANCHORS ARE USED WHICH SATISFY
<br />WINGNUTS FASTENED®
<br />SPANS ABOVE 8 BELIJYI OBSTRUCTIGN.
<br />OVERLAPS O FODSPAN NSE
<br />4PWtOPRWTE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />1 N.T.S.
<br />ELEVATION
<br />ALLOWABLE PA E PAN & GLASS
<br />PANEL S
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANES
<br />MINIMUM STORM PANEL SEPARATION FROM GLASS
<br />(HYRZ, WIND ZONE 4 a ESSEN71AL FAauTNESI
<br />MAXAAUM
<br />DESKRI
<br />PRESSURE
<br />(PST)
<br />A
<br />AIIOWABIE
<br />SPAUN (Lintz)
<br />-.-
<br />NNSTAl1AT10N5 LESS INSTALLATIONS GREATER
<br />THAN MY Aa1Tm GRADE THAN 3a ABOVE GRADE
<br />I.C. NI
<br />a06 in 2.36 M
<br />. -35
<br />/
<br />130A M
<br />6A6 M 2161n
<br />H/rOL1
<br />730.OM
<br />_
<br />6.CE 2161rt
<br />./•15
<br />/
<br />/-SS
<br />130D M
<br />1300
<br />106.EM
<br />SAS in 2.161n
<br />6A61n 2.161n
<br />6A8M 235 fn
<br />. 4m J
<br />D31 M
<br />6D9 I. 253 M
<br />�/-65
<br />59D 1.
<br />611 M 2.721.
<br />•/-70
<br />36A tt
<br />6.121n 2.901.
<br />r/-72
<br />27.0 w
<br />613 M 2.981n
<br />5)FAN SCLHWULt NUILb:
<br />1. ENTER SPAN SCiWaN.K WITH NEGATIVE
<br />DESIGN LOAD 8 ►NNE- FASTENER SPACING TO
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN. SCHEDULE IS ACCEPTABLE FOR LOSE WITH
<br />POSITIVE LOADS LESS THAN ON EQUAL TO
<br />NEGATIVE DESIGN LOADS.
<br />2. "PANEL FASTENERS APE STUDS USED m
<br />CONIUNMO N WITH ALL MOUNTING EXTRUSIONS
<br />('F'-TRACK. STUDDED ANGLE. ETC.). USE 6.25'
<br />O.C. PANG FASTENER SPACING TABLE VALUES FOR
<br />ALL'M- AND •Lr-HPAOERS (vic"ING BUILD OUT
<br />CONDmoMIS).
<br />3. LINEAR INTERPOLATION BETWEEN LOADS IS
<br />ACCEPTAII OTHERWISE USE NEXT HIGHER LOAD.
<br />1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETIS MUME
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED.
<br />1. SCHEDULE IS REQUIRED FOR U■ WITH POSITIVE LOADS ONLY.
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE MW HIGHER
<br />LOAD.
<br />3. FOR INSTALLATIONS OUTSIDE OF THE MVMZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN AST" WIND ZONES L THROUGH 3. THE GLASS SEPARATION
<br />SCHEDULE I5 NOT REQUIRLS) AND NO MINIMUM SEPARATION FROM THE
<br />PRO TRED.
<br />rev
<br />ND044 "IO��Ok!!5 _.
<br />'"
<br />MAXIMUM ALLOWABLE .,�rs._rt' •, ir41'A
<br />J2j
<br />DESIGN PRESSURES:
<br />r
<br />1&11
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: SCHEDULES
<br />(
<br />g*
<br />POSITIVE •�AND NEGATIVE DESlQN PRESSUR�S C%CUTATED
<br />BEry[(Oee7e
<br />�
<br />~ � R
<br />� ED PER
<br />SEPARATEry(e�NG WEERING IN SNA1.L
<br />g�7
<br />DE�'fEE(WIFIED INQACCOO�P LEE 7 AND CHI
<br />1609 O THE FLORIDA BUILDING CODE BE IESB THAN
<br />" i IJ,
<br />8� S
<br />SHALL
<br />OREQUqL TO THE POSITIVE OR NEGATIVE DESIGN
<br />r-j
<br />PPESSURE CAPACITY VALUES LISTEQ HEFtHN FOR ANr
<br />ASSEMBLY AS SHOWN.
<br />P
<br />GENERAL NOTES:
<br />u 1.[
<br />MAY Be RI
<br />s. 7Nc
<br />11.
<br />K SMALL IL ING FABRICATED IN
<br />R1mA69fID81G CODE
<br />IOE OF THE xVN22,, POI
<br />dD
<br />OR SHALL INVE9TIGTE
<br />7NENTBEQUIR RAY
<br />1y)
<br />N MAY REQUIRE
<br />HAS SEEN USED IN THE
<br />QSNAu�lE RBSPONSIBLE
<br />L%
<br />ro THIS DESIGN WHICHAC
<br />Q
<br />SMALL N REQUIPED IN
<br />SAMOON MAXIMUM TESTED
<br />MAYBE
<br />INIERCMARGM AS FIELD
<br />E MOUNTED VERTICALLY OR
<br />GIN SHALL BE EMBEDDED TO
<br />ALL ALL CONCRETE AVOW RS PER
<br />R FEDERAL Coon B FROM
<br />Al NO ADDITIONAL
<br />WMNDW.
<br />M MAeIGNl/5 M YNS DOCUMENT
<br />E CERTIFICATION.
<br />Y?LED WITH A MINIMUM OF (1) LABEL
<br />VISIT ECAt_wo916/B
<br />. fja
<br />rsR �msM:2•.+y,r ..3
<br />Ywr •, :rIME, .:N A-!N. r..l N,.vn
<br />�J
<br />VINT
<br />raMAt1NIDIMLrLN neN5 u1cC6
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />TOP MIOUNIT
<br />L 4N 14 I
<br />1P 1 Li it'
<br />24
<br />1 3• 1
<br />HEM
<br />11' it, 22' 2P 11'
<br />Abut 2r 24• 2r 4e• 24" 30•
<br />a 4
<br />7 T 30•NNW `WNWI BO" 30" M
<br />29' 11' 1' 1' 11
<br />.107 r6iN 1
<br />,. DAME srgwM 1111E M11E MHaMUN AttOWAMe TPN6tIM6m RAINY COMMIMOVMOIINIIMG
<br />CONDITIONS AT TOP OR DAYTON. ARE, kawNs LESS THAN 1NDT4 MKM IN. TABLE MBOIE Me MOT
<br />A ARLE.
<br />2. NO SMMA110N1 MOM MINTS 6 MEQYIIRD 3YIImI MINFl ILMGTN R TA6M7M nIAN 1M1T 1IOlEO FOR
<br />ISSIS" INUIrTIIl6WAawMT10N Ae0Y6.
<br />1 1i0E n0 UAC MB9U NTT G C NA Batt M MAWDS EF TAM4N NO LASS ENE 1N FOR
<br />ARE W
<br />INEO rYiTll61111DOI1T 1r0UM111G CON06TIONS, REQUIRED SNARATIpH NON T,.A65 SM14L! OeI DBTAK m'
<br />1. TAMS AMUFS N BOTH 119t (VAR 011 rrII71011i STnOI BOLTS) AND 34W •YIEIE, • BOM WfIM 1Y111a
<br />'RAPRININCE
<br />RNMEL 1LE" N /.2stic. •
<br />S. AWBAMMr AIL Jr' USAM(i YLNGOSL CNIMO SHOW4NTISVANNIp.0el,6 FBI
<br />gDWIH RR1R DETNL Try VSnHR ANr MDWRRIO CONDITION SMDYAI IN IFaiE DRMMTNfAS.
<br />M OPTIONAL EGRESS PANEL DETAIL
<br />INTERIOR FASTENING
<br />gle!
<br />90LU
<br />20-31543 1
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<br />7
<br />tit: M
<br />y(
<br />i
<br />q�t q
<br />i ;.CE
<br />vA
<br />0
<br />L✓
<br />gg
<br />F
<br />ice
<br />i
<br />Q
<br />4
<br />r2.250' 1) 4" 7•- 2.990' 2.290•
<br />-EI--O.OIiO" yT w61uu z 'jI 1'2,2�,. R 0,75W i Fg5 ?' P t1X u.c .625'
<br />�.t25. 0.091• $S1 �562 ate
<br />75 80,094^ S .094- N 120' n TYP " $ y 3OYGA 8 R5 ft T
<br />" P -0.3 D• +z" z mot. 25 _ 1 I ' R e
<br />1.930• 1.930" ry0• OA62 375' 1 062"
<br />ALI
<br />1.35 3.OlM' 006112.000":- -.I rTYP • O [S7
<br />.12t• 1. " &IIIIED-DIJT V tKAD5/k + a �•1-P+w CLOSURE
<br />1.51 1.560'��L360• 510 3.3e0"MAX. 31)]eR•• 0.376• 0.313S• 0.331,�I32
<br />3111 C 0,3fi5' •8'655• 0.19 ' 004A�5' 0:376'-y (•- 0• U65S 0-350" 1.007•r?
<br />.�'
<br />NIL12.SLW' PANEL COVERAGE --I sj,_1 O.L74' 0) 19D,�11' 0.250' OASO' + f r 40
<br />` 14.975' PANEL LEN P#F. (-0.545 15O' �up
<br />I F I DIRECTTION 0.065' 250""
<br />�- �D.D50" LM
<br />'r„OTM D' ~ p,p'Rwwwu0.710 40.13s
<br />0.700
<br />�. & ftg:GOT Y TBAdf TRACs P: TRACK
<br />O'090` N 0•B57"
<br />s
<br />0.376'�j Q s
<br />pLM"'w'T i IIIr 0 190• 5' Z
<br />"G °d
<br />�� Mrtccrmn � R1
<br />.r, Irw'.: _LeLYI j�••-3.IXO0' D12S' "�� D lei to 1'F
<br />aqEEIAP
<br />:'r trsr revel -
<br />SA00"
<br />i II 4.:x IRA IN : Nrll
<br />1 �.25• MAX.
<br />1• MRz n OMwlxaDfiUMfi IMTAu
<br />f 0']- i%a uo.zaele /�-,25•NAX.
<br />-rrll: arkYrT- rrnnr.:,-os• Ir.: I rr. nrnx
<br />r GLLI
<br />Yi Or PA1}.Y. Y. . . I
<br />BUILD -OUT »•%n.^r. �w':n a-Lr a"
<br />IOIINI I3 aINIR IAI DISTANCE t�/l•?ST. 'I.T4rM
<br />N.I.D. - C y ^ I 7 r rA �.NI
<br />a iilr rrR t+*- 1.000' �
<br />1 - rl7 K e+r..:Ne•.T a w *I k b a _ Ac Lr rI ux .r w
<br />N 'x • L AL 1 A d 1 J I !4 N YILN ' EMBED C
<br />' iDD1Y Y1 ♦ Cf3'Or N YdY r •1 JI.lEY1.P ., .ELFY f92EV !.
<br />.OVERLAP JIIUYII%1 3D2D' qC• ie
<br />MAX.. ~ • MII INllll MgIN < 1WINt IRA NI 1.500' [ 6
<br />2S• MAX.
<br />._..1• t. S� '9-V'UA Ill. JL1AN :'r''•< MIN. r6 p
<br />.LE nT,4Yt.+. m` 1.500' Ls J::. -.4F ExelJY IJ.1 !d�'�9
<br />'. 1'IM7C. I s 'aY la mILP
<br />, �Ic•Iu.-F�nJa I MIN. m0, L..x ueu lc l:'i nit rr :nn •�wrT+
<br />r aL:H'AJ•9'n oV'IF
<br />II
<br />u /1COAXER0.0SUIE D@Utt BED n TM)t7N•:xT% �II,jpT �T-lriil"il:
<br />/1N0.V MWNTCL06UREDETA0. lt'FRC:T.V �'t*�`
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS; PANELFASTENERS O 12.5' O.C.
<br />2.3- EDGE DISTANCE
<br />.A
<br />•3
<br />iF
<br />..
<br />tYX.Ole3aM
<br />ANCHOR /REaaBe[
<br />TTrtc
<br />W UP T '-0'
<br />aI P TO 0'-Ir
<br />D ■ TYP!
<br />c1 c q c4
<br />CONY 1YPE ODNa 7WIE
<br />a a eI c1 a c2 ra u
<br />0118'al]/4 CNOm T 3
<br />oewu7utTH1Ac9N 41
<br />49
<br />12:5
<br />16 0 14.7"
<br />9.9
<br />12.5'
<br />16 9
<br />I.,.,
<br />0.8" 12 5"
<br />6
<br />1 0 9 S
<br />E."
<br />1
<br />12.5
<br />160 11,9'
<br />E.0'
<br />125'
<br />16.Q..0.2'
<br />S,5" 12.5"
<br />160 8.]
<br />SS'
<br />11.5
<br />]6 a'1O7•'
<br />ea'
<br />ai"
<br />12 fi"
<br />12 S"
<br />S60
<br />16 0
<br />Bf'
<br />• 1"
<br />S.1' ll. S'
<br />5.4' 12.5"
<br />l60 el
<br />16 0 R1
<br />54
<br />S 4"
<br />12.5
<br />111
<br />16.0' 41'
<br />SA'
<br />12.5'
<br />16A'
<br />B.1"
<br />5.6' 12.5'
<br />16.0,17'
<br />3A'
<br />LII
<br />-. a' IMNI Ili 33
<br />/ V
<br />OCN TUt M TaACOM 41
<br />' N
<br />�•Y�Y_ !L
<br />71
<br />12. '
<br />1fi ' Sap'
<br />a
<br />16.a•
<br />12.5"
<br />f 1a•
<br />is "
<br />0
<br />12.0' 12.9"
<br />16.D• 13.{'
<br />30.7"
<br />12.5'
<br />1 . ' 10.0'
<br />33.4"
<br />.5"
<br />76.0"
<br />itl'
<br />.5"
<br />6.0' ]2A"
<br />46
<br />12.5'
<br />i
<br />S1. S'
<br />16.a' 11Y'
<br />31.
<br />12.5"
<br />36.0"
<br />11.9"
<br />9.d" 12.5'
<br />]e.D' 31.6'
<br />9.3'
<br />&LIII
<br />1e0" SIR"•
<br />9,V
<br />12,5'
<br />360
<br />II.W
<br />9.5" 12.3"
<br />160 Ei9
<br />D.5"
<br />p
<br />k=1 4y1�• 33
<br />ALL 369rt980U0 SET 41
<br />1.4-11
<br />49
<br />qY( S2
<br />12..5.
<br />160' Sao'
<br />Se.a'
<br />32.5
<br />180
<br />ial'
<br />13.412.5
<br />IeD 340
<br />11.9
<br />12.5'
<br />16 a' IS.O"
<br />13.6"
<br />12 5'
<br />16 0
<br />12.8"
<br />16.6 121P'
<br />15.0 12.3'
<br />Sam"
<br />12.5"
<br />12.5
<br />16.0" 156"
<br />16.0' 14.4"
<br />113"
<br />12.3"
<br />lz s"
<br />12 S'
<br />16.0',
<br />ASA"
<br />1L5'
<br />!LIE"
<br />10.8' 12.5"
<br />lOb' 12 5"
<br />is.B IT 5
<br />18 D 13 9'
<br />10.6"
<br />10.6"
<br />12.5'
<br />1 LS'
<br />S'
<br />16.0 72.5
<br />10.6"
<br />IN• r l W a' wNPII 33
<br />(IHVA„I rAtn NNr 41
<br />MAGI
<br />4e
<br />X 62
<br />2
<br />12 .S
<br />1e.a' 1
<br />] 6.
<br />1 2 S •
<br />26 0'
<br />16: '
<br />0
<br />t1.1" 32.!"
<br />A" f3.5"
<br />18.D' ]S,6•'
<br />1
<br />ILLS"
<br />12:5'
<br />1aa• Iaa'
<br />14. "
<br />I
<br />12.s"
<br />Sfi.O"
<br />333"
<br />11.2" 12.5"
<br />15D' 33.5"
<br />ll:z'•
<br />1LS'
<br />11f 1aa'
<br />13.0"
<br />12.5"
<br />16,0"
<br />153"
<br />11.2" ILA"
<br />16.0' Ss.S"
<br />11.2"
<br />1 .
<br />36. S"
<br />1.2"
<br />1
<br />Z.6'
<br />E33GE
<br />DISTANCE
<br />L
<br />L+
<br />31i" p l- 4 plpm W y 93
<br />»N 1.11 IWYIx K
<br />II 4B
<br />A-� 52
<br />72
<br />t!4•F I-tN•IMMO 33
<br />Nr»N14IIRNDN 41
<br />4e
<br />52
<br />1t--'-r 72
<br />a25'
<br />6.25'
<br />6.25'
<br />0.2S'
<br />52.5'1
<br />12.5'
<br />a2S'
<br />a24'
<br />6.25'
<br />12.5'
<br />12:5'
<br />]0 3' a25"
<br />e3'
<br />7.1"
<br />AS,
<br />16 ' a5 67. 6.25'
<br />337"
<br />11r' e15"
<br />109• a25"
<br />A ' 6 5"
<br />mAr 7.5' 7.3" 12.3"
<br />15.6" QO" 5.8' a2S"
<br />7.1'
<br />117" 6.36'
<br />Q.3" a2E'
<br />9.3" a25'
<br />9.7, a2S'
<br />13.41 S. t" Qo' a2E"
<br />10.8" 4.1" 4.a' a2S'
<br />10.5
<br />9.3"
<br />9.3"
<br />9.3"
<br />12.0'
<br />10.7' 4,1" 4.0"
<br />IJ4'r 1-IN' wNPU 33
<br />S.S. TAIL" 41
<br />S.
<br />A--1aaaaaa� 51
<br />V-'�'�� 7
<br />12.5•
<br />1].A• a1' E.0' a2S"
<br />lax, 4A" 4.a• 62S'
<br />SO.?- 4.1"
<br />4.0••
<br />a2S'
<br />12.3" 4.7" 4,6' 625'
<br />la " 4.1" 4:a' a25n
<br />1017' 43"
<br />4.0"
<br />25
<br />107" 4.1' W S.""
<br />111" 4." 4A
<br />107 43
<br />4P'
<br />I/•I•rr/M...... 33
<br />ALL 10MT4EOUO Sp 41
<br />40
<br />52
<br />72
<br />12.5
<br />150. 14.1' 113" IZS•
<br />160 9T• 7.1r 125'
<br />IeD 67
<br />10'
<br />32,5
<br />16011.3' 4] 12.5"
<br />60 78 CA" 123"
<br />1807..8
<br />63'
<br />12.5
<br />160. 9,7" )e 12.5'
<br />160 77. 6.2' 12•S'
<br />160 71
<br />62"
<br />1L5
<br />12.5
<br />16.0' aw
<br />16.a• 7.7'
<br />72 Am..
<br />e2" AAA.,
<br />160 77' EF 12.5•'
<br />111 77, CA" 12.5"
<br />16.0 7.7'
<br />IaD' 7,1'
<br />6:2'
<br />6.2"
<br />114'.1 yH•GBED 13
<br />nr»NI .Azn NAlr ti
<br />H
<br />d2
<br />i2
<br />12.5'
<br />i6.a' 0.1•
<br />3.9' a2S'
<br />11.3" 1.1" 1.1' 0.2
<br />fO.T 4Rw,
<br />3.7'
<br />12.5'
<br />25"
<br />Sr 3.6" 1 " a2S'
<br />-2" 16"
<br />3.r
<br />a2S'
<br />11.5' 4.1'
<br />47- a2S"
<br />A2" 13" &YS'
<br />9.2" AS'
<br />9.3"
<br />a2S'
<br />a2S'
<br />1D.6" 4.1'
<br />9.2' 15•
<br />7.8' a2S"
<br />3.3' a25"
<br />7.5"
<br />9.2" 7.5" 13" a15'
<br />111
<br />9.2" 15•
<br />1.2" 15'
<br />].3"
<br />3.3"
<br />N
<br />3 4- awe DISTANCE ,C.I
<br />-G
<br />14RK Diner
<br />X .. '... NI N I t'41•
<br />1
<br />COY Y TPP[ Calr TYPe
<br />L9 Nr 1»e
<br />AMQXOII PRtleYRC
<br />1
<br />e
<br />q q CI C C1 q G
<br />CS [i 4
<br />t3 C
<br />vr• p r HMS® 93
<br />12.5
<br />Sb a
<br />1
<br />INI3s;RrL 41
<br />12,5
<br />16a•1Q0'
<br />a8 12:5"160
<br />130" 63'
<br />li S'
<br />ISO 14a 60'
<br />46
<br />12.5
<br />ia0'
<br />75 12.5.
<br />160
<br />147'
<br />12.5'
<br />1150 14T 60•'
<br />M--MN•�M'� 52
<br />125'
<br />11.a' 3.90'
<br />AGO'
<br />aD 12.4'
<br />16.0
<br />SZ-
<br />147' 60'
<br />12 S'
<br />ES,O 14:7 60"
<br />72
<br />12.s'
<br />MIT' 14.7'
<br />a0' 12.5'
<br />16.0"
<br />14.1' 6C'
<br />12 S'
<br />L6.0- ACV' BD"
<br />r1H F 1 pram 1IT 73
<br />12.5'
<br />16.0" Sao'
<br />10.1" 12.5'
<br />36.0"
<br />11.1" 7.0'
<br />12.5'
<br />56.0' 10.1111
<br />6.2"
<br />WOODEEREY 41
<br />12.5'
<br />L41•
<br />B.1'
<br />1a0"
<br />S.6'
<br />12.5'
<br />16.0' 9.7" 5. " 6
<br />He
<br />1L4'
<br />26.a'
<br />16&' 1L0
<br />ALF
<br />7.0' 12.5.
<br />1a0"
<br />F6" 12.5
<br />16.0' 9.6" 5,6"
<br />C
<br />31
<br />72
<br />St.S'
<br />12,5
<br />]6.a' 11.1'
<br />34a' 9.81'
<br />a4` li.S'
<br />S. 12.5'
<br />36.0"
<br />6A•'
<br />La" AS'
<br />9.6" S.0' 12.5'
<br />9A•' Sb` 12.5'
<br />30.G 9-6' 3.e"
<br />16.0' 9.6• 5.6"
<br />1/e t 1-vi OOCa 33
<br />ILA
<br />16;a 1a0'
<br />i2,S'
<br />16 0'
<br />1 .S 2.S'
<br />TO PAR'CFAS• 41
<br />H'T
<br />16 a' 3•.3"
<br />1
<br />2.5"
<br />1 60
<br />9.1" 32 S'
<br />P
<br />48
<br />n�eWalaea► S2
<br />13.5
<br />12.5
<br />16.0' I,
<br />16a' 10.5"
<br />12.
<br />12.4'
<br />72
<br />1Z. S'
<br />16 a' "1.,
<br />12.5"
<br />P a W
<br />12.5'
<br />SS
<br />Ia.5I
<br />1 . 5
<br />A" ' 1 �5'
<br />3 %3• 4,
<br />12.5'
<br />1 ea' 7.0"
<br />S.9• 12.5"
<br />lz -5
<br />4. .I' a2S'
<br />e
<br />3
<br />All V4MH1%NRAtiY 41
<br />WOOD tUSNMG 4•
<br />12,5'
<br />15.1- S.9"
<br />S.0• 6.25,
<br />123"
<br />4.7" 4.0` a25"
<br />y 52
<br />T gYYlell
<br />'IS"
<br />SA.! " 5.E'
<br />47' .25'
<br />323'
<br />4 {. a25
<br />.7
<br />6.21"
<br />12.3' 4. i'
<br />1.0' a25'
<br />32.3"
<br />4.7" {.O• 23' a
<br />D
<br />MaYF A.
<br />do
<br />n
<br />EppE{{
<br />N S
<br />ANCHOR NOTES:
<br />1. ANCHOR SCHEDULE APPLIES lD ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PRWIOES
<br />NgS {
<br />7 YR
<br />d
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MAXI MUM ALLOWABLE SPARS AND PRESSURES INDICATED
<br />L N SPAN SCHEDULE SHALL APPLY.
<br />?y 6�
<br />CI
<br />2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING THE EXISTING STRUCTURE
<br />U4
<br />•••���
<br />MATERIAL, a ANCFDR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN
<br />•d'
<br />LOAD ON SHATTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.Snecr
<br />W
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING C0 DmCN (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDENTIFICATION OF CONVECTION TYPE).
<br />Q
<br />3. PANEL FASTENERS ARE STUDS USED IN CO W UNCTION YNTNi ALL MOUNTING EMRUSIONS
<br />(•F-TRACK, STUDDED ANGLE, ETC.). USE 6.25" O.C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />J
<br />J
<br />ALL'H"- AND -U^-HEADERS (INCLUDING BUILDOUT CONDITIONS).
<br />rx
<br />4. ANCHORS SMALL BE WSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
<br />5. HOLLOW BLOCK HOSTSTRUCTURESPMU. CONFORM TOASTMCWOLOCIA.
<br />N ; II
<br />6. MINIMUM EMBECML9•r SHALL BE AS NOTED IN ANCHOR SCHEDULE,
<br />7. MPCMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, B UICK, AND OTHER WALL
<br />FT MAI WALL FINISHES SHALL BE UNITED M 1/4- MAX OR SHALL BE VERIFIED BY OTHERS TO
<br />+
<br />ADEQUATELY TRANSFER LOADS TO MOST STRUCTURE.
<br />L
<br />e. CONCRETE AN04ORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY.
<br />Lr
<br />9, WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD
<br />Q B IS
<br />VERIFY THAT FASTENERS ARE INTOADEWATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIKES,
<br />10• WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN
<br />CENTER OF NOMINAL 2' H 4' (RBA.) WOOD STUD (1 EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING). WOOD STUD SHALL BE %OUTHERN FREE' GP0.55 OR GREATER DENSITY. LAG SCREW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD.
<br />p {�
<br />It. REMOVABLE ANCHORS ARE: OEWALT PANELMATE, ALL -POINTS SCUD -SET a BRASS BUSHING.
<br />L2. M ACFINE SCREWS SHALL HAVE 1/2" MINIMUM ENGAGEMENT OF THREADS INTD THE BASE
<br />ANCHOR3. MINIMUM EEMBEDMENT ANDAPAN EDGE DGTATANCE EXCLIIDF ST0000 ORER OTFESR (SIDEWALK
<br />FINISHEESU.N.O.
<br />20-3V
<br />14. r DESIGNATES ANCHOR QOPDmONS WHICH ARE NOT ACCEPTABLE USES.
<br />NNW
<br />is. 21C DIRECT MOUNTING COrND1TIONS.
<br />NI
<br />16. LINEAR INTERPOLATION ISPERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET.
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<br />L
<br />Q
<br />Z
<br />Z
<br />Q
<br />J
<br />a
<br />SHEET
<br />NO.
<br />SH 1.5.
<br />
|