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<br />(SEE SECTION EZ1 • ALTERNATIVE EZIW ON SHEET 1a)_
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<br />l' �//�.�}�
<br />*(SEE NOTE 2)-L-JW/® -Lit TSEE
<br />NOTE 2)
<br />S.
<br />�E,tLH OW _ 3116.9 ALUNPAN • LAST PANELOTO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />(7� POP
<br />_ _RNET
<br />1/Y O O C O O O O O O O T- I PROVO D W/ REAR HANDLE TO FAGUTATE INSTALLATION IF MIEN=
<br />' I TO BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />_
<br />AT 2 PER
<br />PANEL NOTES
<br />T 7-r'1 -r, ] _.. _' - t ''.. (1), DEFINITION OF SERIES 200CL E-2 HANG STORY PANEL SYSTEM
<br />I (EMU PANEL) I INTERIOR PANEL) (INTERIOR PANEL) j (INTERIOR PANEL) J.. r (END N 1 -I a •L•
<br />1 ( (END PANEL) ' CONSISTING OF PANEL + Conl TRACKS TOP & 90 TOW
<br />SEE NOTES 2. 4 J SEE NOTES 2, 3, 6 SHALLO, (2). ENO PANELS SHALWAYSBE CONNECTED 10 BOITOM TRACK
<br />{ OTHERWISE A STOP BAR SHALL BE PROVIDED AT TOP OF SUCH
<br />A1Ax
<br />1 I j 1 1 I I PAWL IENGM PANELS.
<br />of AR 0ADD P.AJ
<br />(}). IF END PANELS ARE CONNECTED TO BOR01J TRACK, CONNECTION
<br />• I I - - - i - I SHALL CONSIST OF 1/4'F 20R3/4" N.S. W/ 7/8•eN}/}2' WaNC
<br />1/4"0.3/4- Min THUMBSCREW INTO TAPPED BOTTOM
<br />I j BOLTED PANELS r/ 1/4e-20.1' NUT OR
<br />I I 55 gpLTS WA� • EA Ovfl9M TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
<br />(LE� SECTIONS AS APPLICABLE) EXTERIOR MT FLANGES OF END PANEL.
<br />,,. �.
<br />C ! ! I .�_
<br />ll '. -1 L_I or
<br />- - _ -I. _ L• (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />...., .. - - - ' -r MAX. TRACK (i.a. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />T T
<br />ELS BE TO BOTTOM TRACK usllEG SPECS
<br />I I
<br />LIT
<br />INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF
<br />INDICATED ON (3) A O
<br />IILLJJ_L
<br />JJ_LLJJ_LLJ JJILLJ�.��L1J1 L L JJ _ L L J J14 L J J_ L L J J - 1 _ ..) PANELS TO BORON TRICK WY OCCUR AT ANY PANEL LOCATION
<br />N
<br />SEE NOTE a --..__
<br />-; ]' Pall :•
<br />t' Ntn. -SEE f���� SEE 1' Wn 't INSTALLATIONS ONLY VALID FOR WINO
<br />:
<br />NOTE NOTE 3 TO 170
<br />1 SPEED UP m.p.h.
<br />`.1W/® ANCHOR'S
<br />-(SEE SECTION E21 a ALTERNATIVE EZ1W ON WET 16)
<br />EZ7/is,
<br />EZ1W/la
<br />TYPICAL ELEMION FOR SERIES 2000 E-Z HANG STORM PANEL d) SYSTEM
<br />SCALE: 3/32"- l "
<br />2.W7'(Mk OVERLAP '/•' Mar. GAP
<br />.1 MRE .BUSY)
<br />MAN.
<br />SECTION A -A
<br />SCALE 3/32--l- Y�"�AA;TIQ/li"r4
<br />3P; •• E ••. 9 FLORIDA BUILDING CODE Mon NF h Volocity Nurrieone Zane
<br />44167 °10°° n10°' P` 24 GAGE GALVANRED STEEL STORM PANELF','r,..
<br />.
<br />= AT :GLDBAL PROTECTION PRODUCTS, U.C. nm/aew
<br />1 L E C O Line.
<br />STATE o-
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<br />ENGINEERING
<br />��l ENOINEERINO EXPRESS®
<br />PRODUCT EVALUATION REPORT
<br />September IS, 2020
<br />Apple rdon Number 17859.1 - R2
<br />EX Project Number 2031543
<br />Product Manubchwer AN Amencen Shugas and Glass
<br />Momfachner Address 1540 Donna Road
<br />Noss Pekn Beach, FL 33409
<br />Product Name a Desenptlon: 24ga Galvanized SteW Storm Panels
<br />Une M)esile Impact Resistant
<br />Scope of Evelustlon:
<br />This Product Evalusbort Report is being Issued in accordance with the requirements of the FbrWa
<br />Department of Business and Pmfenkw W Regulation (Fbdde Builid" Com[aulon) Rule Chapter
<br />Bt G20.3.OD5, F.A.C., for statewide acoeptAnce INN Method 1(d). The product noted above has bean
<br />tested andOor avaklali d as sum Aai herein to show comp8ance with the Florida Building Code
<br />Severdh Edition (2020) and Is. for the purpose Nltandad, at bast equivalent to that requinid by five Code
<br />Rae4akls8on of it" product shall be requited fallowing pertinent Florida Building Code modflahore or
<br />revisions.
<br />Substantbang Data:
<br />EX drawing #2041543 titled 124ga Gelvarxzed Steel Storm Pan" (HVHZ It N01r-FNHZ)', sheets 1.5.
<br />prepared by Engineering ENpresa. signed & sealed by Frank Sermardo, P.E. is an Integral pat of title
<br />E•veluagOn Report
<br />• 77 i7 I REPORTS
<br />Undorm WtiG structural perlmsT wwo has been tested in accedence with TAB 202 tce1 standards pet tot
<br />tapon(s) #ST-ASG-17.001 by BkzWA ter Testing, Inc,
<br />Large mbWk impact resistance and cyclic loading performance has been tested In accordance With TAS
<br />201: and TAB 203 teal standards Der Led repat(s) OBT-ASG-17-001 by BlaekweleF Testing. Inc.
<br />STRUCTURAL ENGINJIM111ING CALCULATIONS
<br />Structural enginasNng calculations have been prepared which evaivate, the product based on
<br />canperative andior national areysal to qualify the bilowirg deep crterts:
<br />1. M=Imum Allow" Spans
<br />2. NRrilmum Allowable Sporis
<br />3. Minimum Glow Separation
<br />4. Anchor Spacing
<br />160 SW 1211 AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354.0660 1(666) 396.9999
<br />TFAM0ENGINEERINGEXPRESS.COM
<br />ERGIN EERINGEXPRESS.COM
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<br />Page 2 of 2
<br />All American Shutters and Glass - 24ga Galvanized Steel Storm Panels
<br />No 33% inaeese In allowable stress has been used in the design of this product
<br />Separation from glazing is not required for iL WW4om outside of wind zone 4 and assanW boglies.
<br />Impact Resistance:
<br />Large
<br />in the engineering design Impact Resistarice has been of pthk product.
<br />d a aced In Previously Faber teat rapor6(s), anti is
<br />Wind Load Resistance
<br />This product has been designed to ras(at Wind toads as Indicated in the open schedule(s) on the
<br />ropeodve Product Evaludla, Document 0a. einyneering drTwdrg).
<br />Installation
<br />This Product shag be Installed in strict dance with is respective Product Evaluation Document fi.a
<br />ergtnesting drawing). along wth all components noted theroM.
<br />Product Components "I to of the material spooled In that Product's respective Product EvaWdon
<br />Document (I.9- engineering drawing),
<br />unittaUons & Contwons of Use:
<br />Luse of this product shag be In strict Acconiance with the respective Product Ev*Wab o Doaunent (i.e
<br />engineering drawing) as noted herein.
<br />All supporting host Structures shell be designed to resist all suporim used loads and shag be of a McWal
<br />gded in tins product's respective andar schedule. Had structure condtioos which are not accounted for
<br />in this products respective anchor schedule shah be designed for on a site -specific beefs by a registered
<br />pfohsabnelanpinier.
<br />All components which are permortenly, metaled shall be prowmid against corrosion. contamination. and
<br />other such damage at all Bmes.
<br />This product has been designed for use wRMn and outside the High Velocity Hurricane Zone (HVHZ).
<br />Respectfully.
<br />Frank Bernardo, PE
<br />ENGtNFERiNG ExpRi
<br />1OPE0046549 I Can Auth 9985
<br />160 SW 12•" AVENUE SUITE 106, DEt AFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM OE NG[Nit RING EXPRESS, CON
<br />E NGINEERINGEXPRESS.COM
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<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL ni
<br />INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES
<br />1
<br />E)ftbT rN2l1RE6 -'
<br />�U NCREIE OR ' i� i
<br />V4'0 TAPCON
<br />CONCRETE BLDK II W40M • tot" O.C.
<br />REQUIRED
<br />©-1'
<br />114'0 TAPCON 1�/f. {�` �14.1HEX HEAD TFIf a000 IIF11QOt I 1 -" t140' HER MF1D TEN
<br />• ix' O.C.% SCREW • 4' AWN R£ONRED •�}/4• FROM
<br />j,,I
<br />ANCHOR I,
<br />EDGE OF I i_-{T 71 EncE OC 1U
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<br />2S4
<br />MAPS
<br />S/.S. NOL[! • Y 1 i 9 1/4' ot,t)"
<br />i/a- (a ref F14rL '11 1 1/2"
<br />EXISING OF TOP RA55 I I 3/iota Ett6TiNg p(''- {•
<br />ro
<br />----a ALUMWW POP GtlSS-Il t r M POP
<br />RIVET RNET
<br />6'-O• x pit +_.�yT//��-;=
<br />I MAX
<br />_.L PANEL IENGM
<br />PANEL a Y.t
<br />LENGTH IOL3 +W) Ita,�
<br />AT ➢rEwJP_
<br />IIr _. _ Imo_.- �__lE�`_l= 1
<br />e--'---,�= 0)
<br />1 I/4�
<br />TO CLASS. OF
<br />TO CLASS. I O p•-'SEPARAIAIN-P/,
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<br />-hWYBSCRE
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<br />TM ANCHOR
<br />I • 1x O.C.
<br />1/4'0 TAPCON /� J/ POURED-1-7 _ 2"N• W000
<br />ANCHOR • 1Y 0.0 -� OR ; PlA1E
<br />CONCRETE BLOCK - ___i.'. ._ ._ I' IIEi UAM
<br />�Ly����L �AA�AS���1y��1yy�F RFWNtED. '
<br />WONT-i;LUNTImi
<br />SECTION EZ1
<br />SCALE 3/8=1" SCALE 3/8+1"
<br />NIIIHII/NNI
<br />3A: EN,&L•'''.�
<br />FLORIDA BUILDING CODE Non IN h Velocity Hurrkone Zone)
<br />* MIN. PAN0. LENGTH If D. 44 aemo n1LO6 ON, r.1.
<br />SHALL BE 2'-6" *, '; t § 24 CAGE GALVANIZED STEEL STORM PANEL
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A. DESIGN
<br />' Q/z��i0�0
<br />PRESSURE RATING +/- 40.0 P.sl. AND 6'-0" MAX ; STATE D IL E C O GLOUL PROTECTM�M PRODUCTS. LLC.
<br />"'. D
<br />PANEL I@
<br />�`y10A: fCQR1O� T
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ,
<br />2v N sr a>r >+,ww+weer n y+ RST�{smal
<br />PINE No 2, W/ SPECIFIC 20-175
<br />MEMBERS TO BE SOUTHERN
<br />S/DNAI E"� ,`°m.+r...w Iw` aN,WPtG
<br />DENSITY OF 0.55 OR EQUAL / „eP DI„00➢67�e E! r x.
<br />[I[liiiwOE}FI4J➢eMRIEJMrt
<br />fYITER A XLLn 8., PE °'-w
<br />44. , M91 11 ,P 16
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />WIDTH UNLIMITED
<br />WERP. TO PANEL SPAN)
<br />TOP MOUNT(CONK
<br />TYPE AS REQ'D) S.,045
<br />BOLTS WITH WASHERPD
<br />WINGNUTS FASTS
<br />OVERLAPS O I.aDSPAN (USE
<br />'S �j APPROPRIATE SPAN TABLE)
<br />a 1 g
<br />D PLAN VIEW
<br />u� AEEd
<br />R0.156"
<br />DS�ay -
<br />BOTTOM MOUNT '\
<br />(coNN TYPE \`
<br />REQ'D)
<br />MAY BE AT T _ _ f 0.375"
<br />A BOTTOM 1
<br />1 TYPICAL VERTICAL MOUNT ELEVATION
<br />1 N.T S. ELEVATDDN
<br />TOP MOUNT
<br />ir•(NAI-- LJn2e
<br />AS
<br />REQ'O).0121M
<br />BOTTOM
<br />~•UCTION
<br />,1
<br />ouM
<br />(COIN TYPE
<br />AS REQ'D)
<br />-OBSfRtICiION
<br />O
<br />�;';
<br />(LOCATION M
<br />TOP MOUNT
<br />(CCIIN TYPE
<br />AS REQ'D)
<br />IF
<br />MAY VARY)
<br />BOROM MOUNT (tANN
<br />Lrr16X
<br />BELOW
<br />TYPE AS READ)
<br />(SPAN
<br />OBSTRUCTION)
<br />PANELS MAY SE NOTCHED p5 REQUIRED,
<br />cIPTIONAL W'-20 STITCH
<br />BOLTS W1TH.wA6MERED
<br />PROVIDE] THAT CONNECTIONS AND
<br />ANCHORS ARE USED WHIO45ATISFT
<br />WINGNUTS FASTENED@
<br />SPANS ABOVE a BELfhV OESTRl1CT10N.
<br />@ MIDSPAN (USE
<br />APPROPRIATE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />NOTCHED PANELS
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />4 PANELS
<br />1 GAUGE
<br />i MINIMUM STORM PANEL SEPARATION FROM GLASS
<br />N2 ND ZONE4C
<br />(HV , WI
<br />ESSENTIAL AG)ITIEi
<br />E i 1
<br />MAXIM..-
<br />DAA
<br />DESIGN allIA30'AB
<br />INSTALLATIONS 1E55
<br />INSTALLATIONS GREATEA '
<br />i PRESSURE � SPAH II ma.l
<br />SPAT
<br />THAN 30' ABOVE GMDE
<br />THAN3b' A40VE GRADE
<br />I (PST)
<br />/ i_1300M
<br />2161
<br />606
<br />_
<br />1 I !40 r.. 130.0m
<br />-ii
<br />•/�4S 130D nr
<br />606.
<br />7. 16,n
<br />50
<br />! LTOAm
<br />6 06 fn
<br />2161n
<br />! I IQ66ln
<br />!6O B32u1
<br />6091n
<br />251
<br />+/b5 59A In
<br />_
<br />2_121n
<br />.170 - I�36A
<br />_6_131n
<br />� 6.I2M
<br />__
<br />2901n
<br />SNAN SLHtUULt NU I t5:
<br />1. ENTER SPAN SCHEDULES WITH NEGATIVE
<br />DESIGN LOAD S PANEL FASTENER SPACING TO
<br />DETERMINE 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'-TAACN, STUDDED ANGU. ETC.). USE 6,27'
<br />O.C, PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALI H"- AND'W44EAOERS (INCLUDING BUILD OUT
<br />CONDITIONS)
<br />3. LINEAR INTERPOLATION BETWEEN LOADS IS
<br />ACCEPTABLE. OTHHERIVISE USE NEXT HIGHER LOAD.
<br />1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE COVERING 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 />SCILEOUIE IS NGT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED 1 LS R IRED.
<br />,W
<br />'�
<br />MAXIMUM ALLOWABLE +" twit
<br />DESIGN PRESSURES:
<br />AS NOT- IN DESIGN
<br />DESIGN NOTES: SCHEDULES
<br />POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />W I•rl z z
<br />FOR USE WLiH THISSYSTEM SHALL BE DETERMINED PER
<br />SGGEppPVVIVE�tRRA17,TaaE ENG� RE3•1EM5 ASS
<br />S
<br />t n
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<br />1 ; A
<br />DETERMINX:D N AN H AiCE 7 CHAPTER
<br />°
<br />l
<br />1609 OF THE BUILDING CODE SHALL BE LESS THAN
<br />OR EQUAL TO THE POSITIVE OR NEGATVE DESIGN
<br />NJ
<br />>
<br />P LIRE Tr bALUES LISTED HEREIN fqi ANr
<br /><
<br />AS SH
<br />ASSEMBLY AS SHOLVN.
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<br />'i
<br />It.i
<br />GENERAL NOTES;
<br />_ ti
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<br />H[6 SFK]FICATIOPN�N}AS 9EEr DESIGNED AND 6HALL EMRICA'fED PIN
<br />L!
<br />TEH
<br />"VE2MD�SH�E�COTTETION m2D1 FCHPEtOr000 5 E�ff7RAROR LHALl Ip E9r1GAT�E
<br />b o
<br />NAS BEEN USEDIN THE
<br />3$MPS.LLNC RESPONSIBLE
<br />G TH18 Df311�r WHICH
<br />Q
<br />of
<br />S SHALL sit REEppuU3RXD ❑I
<br />CCOOMTAfNI,
<br />tFA
<br />IFANs
<br />AN CALCUI 11S AS
<br />p
<br />d
<br />I Mrs NOT PROVIDE
<br />[TION6 DIRCADNT FROM
<br />SNEER OR R1E06tERE0
<br />IS FOR USE IE
<br />{JJ SO
<br />{-
<br />P°L
<br />ON MAXIMUM TESTED
<br />S
<br />"30j0
<br />RACE 3 UNLESS NOTED
<br />OR E
<br />30
<br />OTHgeI
<br />-Y WWITX "YPEOF3CAT&Yls
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<br />�L ID
<br />UMaNI'M ASSOCIATION,
<br />CAL CODES
<br />3 Pf'
<br />r
<br />C24"
<br />sTMuc-ruaaL4Vum
<br />KGl,
<br />ALYn:e�uM ALLOY.
<br />ALUMINPytILIUM
<br />SHALL6 EH0SaQS0TO
<br />ALL CONCRETE ANCHOR& PER
<br />TO INSULATE OR PROTECT ALL
<br />D PR@lEN7 Eil{TROLY5IE,
<br />iLL TES STRiXTURAL DEiM AS
<br />]A. EWIPTA6EXPAEWLYPROVIDEDHIMEI6r NOADDTRONAL
<br />LPATIFICATIONS OR AFI9OUTTONS ARF r %DED.
<br />;r ALTIAATIONS. PDDiT]OMB_OROTX ai MARIORGS TD TAPS ODLU14flNT
<br />ARE HOT PERHITTEb AN 0 INVALIDA'R THIS QRT]FICATMN
<br />17. PANELS SHALL Be PERMANENTLY LABELED•Wrr" A PTiN[MUM OF (I) LABEL
<br />PER EVERY ].0 FEET, LaHTA1NING THE POLLOYnNG 3N W RM4TTON:
<br />JPIDA PREOl1C7 AViAOJAI NUM BER J/
<br />Ila°1�f
<br />20-31543
<br />VISIT ECALC.IOfS1fi43 W ME
<br />I.,RIi- pNin ..A J.-rIl ♦. ANI �%YI ri
<br />nm
<br />•wNgWDlTer1"�u,Ha, las'Pm9 REWIRC®
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />�S'��Fr�i�Eli3�tFLitLltE�l��27.
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<br />14 GAUGE RAVELS, PANII. FASTENERS • 12.V D.C.
<br />2.5•' ®Gl DESTANM
<br />=1
<br />W'F+
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<br />JeN' ]4.T
<br />99'
<br />12.5'
<br />18a'
<br />=2
<br />68'
<br />I2, 9"
<br />16.0 ALI
<br />611"
<br />- 5'
<br />12S
<br />1i.0"3L8'
<br />&0
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<br />164.62"
<br />33"
<br />l23'
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<br />12.5
<br />b.0' 13 "
<br />LO.i"
<br />125.
<br />160'16.0
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<br />8
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<br />12 "
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<br />16 0 1 9'
<br />D.5"
<br />35
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<br />12.5"
<br />]60'
<br />13:9"
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<br />126'
<br />60
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<br />95"
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<br />116
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<br />16"
<br />125"
<br />6'
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<br />e.25'
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<br />4 6.25'
<br />13A' 3.2" S.0' 6 2!'
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<br />72
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<br />0.23"
<br />10.T• 41"
<br />4A"
<br />d. 5'
<br />12.3' 4,7 w6 625"
<br />10.7' 4.1'
<br />40"
<br />6,25"
<br />07' 4.1'
<br />4.0"
<br />6,2
<br />1137" 4.1 6.25'
<br />4
<br />1 7 7" 4 1
<br />4 0
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<br />1 0 7' 4.1"
<br />4. "
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<br />I/A•FIlM rNNF9 33
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<br />48
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<br />25"
<br />16 B" 4T"
<br />70"
<br />12.5"
<br />6,0" 21:S A] 12.5"
<br />160' 7.6
<br />6"3'
<br />I?S'
<br />16 D 7.8'
<br />6.3"
<br />12S
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<br />16.0" 7.2"
<br />6.2'
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<br />11,T
<br />1B.0'• &9"
<br />161Y' 7 7'
<br />F.F. ]2:5'
<br />a.2" 12 5
<br />26.0 7.7"
<br />16 B.:, T 7"
<br />6-2'
<br />i2.5'
<br />16 0' 7.7 '
<br />16. D' 7 7"
<br />6 2"
<br />6 Z"
<br />i/H•.t 171. D"FD
<br />I-AII MRHPAIF 41
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<br />S.9" 6.23"
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<br />623"
<br />1d3' 4a
<br />3J"
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<br />13.4'• 5.2
<br />4,6" 21"
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<br />3
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<br />9.2' 3.5
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<br />9 2' 3.S'
<br />6-2T'
<br />I0.6" 4.1
<br />3B" fi, 25
<br />9,2 3.5"
<br />;3"
<br />6'3 5
<br />8 AS'
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<br />48
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<br />36 D 3C0
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<br />11.
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<br />14 " 611
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<br />i15
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<br />14.0. 14,7
<br />69'
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<br />42.
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<br />160
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<br />.11 J 1 UT t3AO¢'- 33
<br />W 44DiclaN 41
<br />46
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<br />12.5
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<br />111" 7 D
<br />12 S
<br />16 0. 10.8' 6:2"
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<br />7,0'
<br />64"
<br />S.6"
<br />12 S'
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<br />16.0'
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<br />160'
<br />S.A.. $ri+ -
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<br />,0° 9,1V S.6"
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<br />114 ,I-AW QVtKD 73
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<br />TAP 4 'crAs• 41
<br />y 48
<br />T III S2
<br />72
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<br />] 4" 1&
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<br />11 .5'
<br />12 .5'
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<br />2
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<br />1&8' 9.2"
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<br />t2.5
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<br />160" 105"
<br />140' 9.1
<br />12.5'
<br />12:5'
<br />16.0"
<br />16.a'
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<br />9.L'
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<br />32 f"
<br />16.1 9.1'
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<br />7]G'T j�B m@ 33
<br />nil l<In+ H "AJYS"t 41
<br />wWD NLSMOc 48
<br />TIC N,alOri 52
<br />I�0 72
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<br />16.0' 8.
<br />71".
<br />1 -S'
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<br />60' S
<br />12,5
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<br />4.7" 4,0"
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<br />123"
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<br />12.3" 4 7"
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<br />12 3"
<br />4.7" 4.0"
<br />a.2S'
<br />123" 4.7" 4.0"
<br />ANCHOR NOTES:
<br />1 ANCHORSCHEDULE PPLI DA PRODUCTS CERTIFIED HEREIN,
<br />APPLIES LLPR CERTI H N BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING, NAM MUM ALLOWABLE SPANS AND PIRESSVRE5 INDICATED
<br />IN SPAN SCHEDULE SHALL APPLY
<br />2 ENTER ANCHOR SCHEDULE BASEDOV PANEL FASTENER SPACING, THE EXISTING BTRULTURE
<br />k3ATERIAL" a ANCFgRTYPE SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SH URER SPAN.SEtea
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CCt NDEFLON (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDENTIFICATION OF coNNEC11ON TYPE).
<br />3. "PAWL FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />("F'-TRACK,STUDOED ANGLE, ETC ) RSE H.75"O:C PANEL FA5aENERSFAC3NG TABLE VALUES FOR
<br />AL1. Wit• AND "U'-HEADERS QNCLUCII NG BUILDOUT COhOITIONS)
<br />4 ANC110R5 SHALL. BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS
<br />S, HOLLOW BLOCK HOST STRUCTURE SHWLL CONFORMTO C90 SOH tRACIt,
<br />6. MINIMUM EMBEDMENT SHALL BE O NOTEDCE C ANCHOR SCHEDULE.
<br />7 FINISHES
<br />WA FINISHES
<br />SHALL
<br />�sTA NCE EKRU X COR SH W E AM,VERIFIED
<br />BRICK, AND OTHER 7 WALL
<br />FINISHES WALL FiM15HE5 SHALL BE UNITED TO 1f4' MAY. (3R SHALL BE VERIFIED BY OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE.
<br />d CONCRETE ANC-qPb NOTED HEREIN SHALL BE EM8EDDED TO UN -CRACKED COWNIE7E ONLY,
<br />9, WHERE EXISTINGSTRUCTUfRE IS WOOD FRAMING EXISTING ON ONS MAY V, AXE+ NG C OIR VAR FIELD
<br />VERIFY
<br />THAT FASTENS ARE IMOA ATE WOOD FRAMING MEMBERS, PLYWOOD. M FASTENERS OR S PRPIE M Ht5, NOT PL W D FASTENING
<br />TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED tit
<br />CENTEROF NOMINAL I" X 4" IMIN.1 WOOD STUD ('A" EDGE DISTANCFIS ACCEPTABLE FOR W000
<br />FRAMING), WOODSTUDSiALLBE"f;WTHERN PINNE"G-0.55 OR GREAT�LOENSITYLEA. SCREW
<br />SHALL PAVE PHILLIPS PAN HEAD OR HEX HEAD,
<br />IL REMOVABLE ANCHORS ARE. DEWALT PANELMATE, ALL•R ORM SOLID -SFr B BtiAS BUSHING
<br />L2. MACHINE SCREWS SHALL HAVE 112` MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHEP A PAN HEM, TRUSS HEAD, OR WAFER HEAD (SIDEWALK bi U-N.O.
<br />13. MINIMUM
<br />EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OROTHER WALL FINISHES,
<br />it, M DESIGNATES ANCHOR CONDITIONS WHICH ARE NETT ACCEPTABLE USES.
<br />15 * DIRECT MOUNTING (DNOITtONS.
<br />Lt. LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULE5 U5TED'ON
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