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<br />CL 1 W/ i G ANCHORS
<br />'(7EE SECTION EZ1 a ALTERNATIVE Q1W ON SPW 10).__ . _._---_
<br />-�•3' Mar. -.�3• M.
<br />,,• Uhl (SEE 1' Min.
<br />i�(9EE NOT[ :) -�W/® 9 MOTE 2) .
<br />/i4X,- S.LA3,-.
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<br />IT I PER
<br />PANEL
<br />.._. -' (TV-.1.�. - -_ .. 56X
<br />- 7 T-TT ) - � � Or ^LI
<br />(END PANEL) I QMERIOR PANEL) (IHTERKM PANEL) (INTERIOR PANEL) (END PANEL).
<br />SEE NOTES 2. 3, 4 I I SEE NOTES 2. 3. 4 1
<br />W-0'
<br />Most
<br />RAND. L3NGM
<br />SA.
<br />EA, OV911AP
<br />• • • _ ISM SE L1ASIe IARRLIICan f-J
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<br />--.._.....- ___ -(SEE SECTION E21 A ALTERNATIVE E21W ON SHW 18)-
<br />EZ1/18P J
<br />EZ1W/iB
<br />TYPICAL FOR SERIES E-ZHANGSTORMP������FOR SERIES 2000 E-Z HANG STORM (t)
<br />AP
<br />SECTION A -A SCALE: 3/32'-1' .A+aiEa AMM2n47 N_
<br />ENGINEERING
<br />ENDINECRINI3 E)CPREhasm
<br />PRODUCT EVALUATION RETORT
<br />Oepbmbsr 15.2020
<br />AP 4mftn Number: 17689.1- R2
<br />EX Pro)sd Nurr"r 20-31543
<br />Product Manufacturer: AS Ameri m Shutlore end Class
<br />MmufaUurer Address: 1540 Donne Rood
<br />Wag Palen Beech, FL 33409
<br />Product Name 6 Dadytlon: 249a Galva fted 8" Sion Panels
<br />Large Mhtlla impact Room"
<br />Scope of Evaluation:
<br />This Product Evaluation Report is being booed In accedence with tin requirehams of the Flodde
<br />Ooprtmerlt of Buckles end Professional Regulation (Fbrlds Bulling Conn"* Rule Chapter
<br />S1G203.005, FA.C., for statewide acceptance per Method 1(d). TM product noted above has been
<br />!sated wWw evaluated Be summarized herein to show Compliance With the Florida Building Cant
<br />SevenO+ ERRbon (2020) and is, for the purpose intended, at has equivalent to that required by the Cant.
<br />Ro-evaWon of this product shall be required following padkant FlorWa Bu Wft Cade ngd6catlors or
<br />revhbns.
<br />SubstantioUng Data:
<br />EX drawing 020.31543 tined -Ags Galvarrind GROW Storm Panels OWK t Non-HVHZ)', ,hest 1-5.
<br />Prepared by Engineering Express. atgned 6 seelad by Frank BennaFdo. P.E. In an lydWW pin of this
<br />EvWwdon Report.
<br />Uniform sMb strudunl porlomminces has been fated In accordance with TAB 202 bat standards par teat
<br />rapart(s) 88T440-17.001 by Bhckwator Teedrg, Inc.
<br />Large mhells knped ralafane, and cyclic being pertommma has been leeted In aceondence with TAB
<br />201 and TAB 203 teat standerds per tat report(s) 88T A80.17-001 by Slaekwater Testing, Inc.
<br />. STRUCTURAL
<br />Structural en~ng cohx " have been prepared which waists the product based on
<br />COMIParetiW erdro retlonel eneysh to glelly tie fotioRring design orWde:
<br />1. Maxkrwm Allowable Spens
<br />2. Mk11RRlm Allow" 8pen s
<br />3. Minimum Guess Separation
<br />4. Anchor Spacing
<br />160 SW 121- Av[Nue Su1rt 106, D[ERPI[LD BEACH, FLORIDA 33442
<br />(954) 354.0660 1 ($66) 396-9999
<br />TBA M 0 EN01Nte RINGEXPRISS. CON
<br />ENa1Nat RINGEXPaess.CDM
<br />♦ LAST PANEL TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE
<br />PROVIDED W/ REM MANDLE TO FACR.rTATE INSTALLATION IF wMNDEO
<br />TO BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />NOTES *
<br />(1). JIE00' E-Z (SANG STORM PANEL SYSTEM
<br />Cd ING OF PANEL Cont. TRACKS TOP k BOTTOM.
<br />(2). END PANELS SHALL ALWAYS BE CONNECT(D 10 BOTTOM TRACK
<br />OTHERWISE A STOP BAR (1) SHALL BE PROVIDED AT TOP OF SUCH
<br />PANELS.
<br />(3) IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SHINS CONSIST OF 1/4-0-200/4- N.S. W/ 7/8'0R3/32' WING
<br />NUT OR 1/4•eRJ/4" Min THUMBSCREW INTO TAPPED BOTTOM
<br />TRACK. LOCATIDN Di FASTENERS MAY BE AT EITHER OF TWO
<br />EXTERIOR FLAT FLANGES OF END PANEL.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (i.e. A STOP BAN IS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SHALL. BE CONNECTED TO BOTTOM TRAGIC USING SPECS
<br />INDICATED ON NOTE 3() ABOVE, IN SUCH CASE, CONNECTION OF
<br />PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATK)N.
<br />t INSTALLATIONS ONLY VALID FOR WIND
<br />SPEED UP TO 170 m.p.h.
<br />ENGINEERING
<br />Page 2 oF2
<br />All American Shutters and Blass - 24ga Galvanized Sted Storm Panels
<br />No 33% Increase In sloweble straw has been used In the design of this product.
<br />8eperalSon from glazing Is not squired for Installations oulaldo Of wild Zane 4 and essential facft a.
<br />Impact Resistance:
<br />Large Impact Ralslance has been dsTnonstratad Be evidenced In wwAously listed teat relpon(a), and is
<br />accourded for In do ergineMnG deep of cis product.
<br />Wind Load Resistance
<br />This product ha been designed to rasht wind loads as Dldksled In Ow apart schedule(s) on the
<br />respective Product Evalus8on Document 0.9. engineering drawing).
<br />Installation
<br />This product shell be Installed In ablot compliance with Its respective Product Evelustiam Document 0.9.
<br />engineering drawing). along with all components noted therein.
<br />Product components shall be of the mats" spsoMed In that product's respective Product Evaluation
<br />Documant O.s. engineering drawing).
<br />Umitations 6 Conditions of Use:
<br />Use of toss product shall be in strict accordance with the respective Product Eveloetion Document 0.a.
<br />engieeNlg drawing) as noted herein.
<br />AM Supporting hat structures OW be designed to Tee" oil superimposed lade end shall be of a material
<br />Asted In this product's respective anchor schedule. Hat Structure conditions which are not accounted for
<br />In #as product's respective ardor %c edrie shell be designed for on a stio4padk bash by a registered
<br />professional engineer.
<br />AR components which we permanently Installed shell be protected against corrosion• contamination, and
<br />other such damage at all Imes.
<br />This product has been designed for we within and outside the High Velocity Hurricane Zone 01VI
<br />Respectfully
<br />BI'. x.M1
<br />OIF'15 •• ��9;
<br />Frank Bennardo. PE
<br />EMeniturme Ekpm-sSa
<br />SPE0046349ICert.Auth.9985
<br />160 SW 121- AvENue Surys 106, D[EAPIEto BEACH, FLORIDA 33442
<br />(954) 354.0660 1(866) 396.9999
<br />TIAMBENGtNEERINOEl IB3.COM
<br />ENGIMFENINGEXPRESS.COM
<br />HUNK M•FJ WxMpM1, IP•
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<br />r ��: I.IK - �OPIXINPI tOP7M1TOM OL09URE DETM
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<br />u
<br />INSTALLATION DETAILS FOR
<br />POURED CONCRETE. CONCRETE
<br />.�?� ►OUIIlD
<br />SERIES 2000 E-Z
<br />BLOCK
<br />HANG STORM PANELINTO
<br />AND WOOD STRUCTURES
<br />n
<br />N 4•s TAPCO
<br />CONCAETE N
<br />RCOUNEI.
<br />ANCHOR 0 fY O.C.
<br />®
<br />1/4'e TAEP'CON 1{Ri HER HEAD,«
<br />IYODD I
<br />-i-�.•= - 140' HEX WAD TEX
<br />ANCHOR 0 12• D.C.-� I / a „T(r FROM
<br />1(�
<br />._
<br />IKa1MKD ` I
<br />\� III
<br />- ,' I j`'� �4• FROM
<br />RECIE OF
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<br />1 O
<br />E.D. 1.
<br />� / MAR.
<br />f/ / ; _. _ _.. _ _)
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<br />EXISTCLANN.. TO � �_ IPOP 3 16•B
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<br />1 i ' RI
<br />j MIEr
<br />MAN.
<br />,µ
<br />MAX.
<br />LENGTH •
<br />R3 B
<br />--#.- ._ PANEL LENGTH M
<br />1 11 W. I
<br />I n
<br />11--Sp CLASS.
<br />t0 GI/M8. i '"v
<br />1
<br />M"-SEPARATMIM-'
<br />1 r0 al '4tl.
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<br />OF L.
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<br />I
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<br />--�
<br />;
<br />N4'6 TAPCON ANCHOR
<br />I r (
<br />e 12, O.C.
<br />ANCHOR 0 111 �IN1uRED
<br />A/NCNat • 12. O.C.
<br />\.
<br />;
<br />PLAT[ W00D
<br />COR Ili BLOCK
<br />REOUI
<br />�.. _.-..�, (_ 1
<br />000um D
<br />SECI14lLEZl
<br />SCALE 3/8.1'
<br />AL WINJEZ11111
<br />SCALE 3/8-1-
<br />NHS: IS MIN. PANEL LENGTH
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. DESIGN SHRILL. BE 2-6.
<br />IINI
<br />�p A. T!Q
<br />l �
<br />$ JCEN
<br />0. 4
<br />* * ,' *
<br />FLORIDA BUIUM CODE Non High Velocity Hu one Zone
<br />elm9 xnm M24 GAGE GALVA RZEO STEEL STORM PANEL rA.
<br />.., DOWN r:
<br />PRESSURE RATING +/- 40.0 P•s.f. AND 6'-O' MAX
<br />PANEL LENGTH.
<br />STATE
<br />�0,�:
<br />� _..-..- C 0 pose.
<br />ILE
<br />� PROTECTION PRODUCTS. •
<br />CIMINO
<br />11w
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />• ATlOR% .,
<br />2v
<br />4fm ere. fin 51AO
<br />COML
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
<br />S� .. (L<>
<br />ONA41�,aA
<br />r.i pr1-till.~"ARMen-IM,
<br />r Noe: DSFIpw-76 a FF'�PrMDe!)BM-a!T
<br />20-175
<br />DENSITY OF 0.55 OR EQUAL.
<br />NINNRr'WAL/7eY11Ml[/1MR
<br />��w.wxP
<br />Oft"" N„
<br />KRA A 7UR
<br />ut M
<br />cor le
<br />IALL AMERICAN SHUTTERS AND GLASS
<br />2 4ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />WIDTH UNLIMITED
<br />(PERP. TO PANEL SPAN)
<br />TOP MWNT (CONN TIP.
<br />TYPE AS REQ•D) SECTIONS
<br />OPTIONAL STITCH
<br />BOLTS WITH
<br />CH WA WASMECH
<br />WINGNUTS FASTENED 0
<br />OVERLAPS 0 MIDSPAN (USE
<br />aapN APPROPRIATE SPAN TABLE)
<br />Z PLAN VIEW
<br />4 Cg
<br />1�m r10.156'
<br />/
<br />BOTTOM MOUNT ♦ ( ) ,'�:
<br />(COMM TYPE AS .;
<br />REQ'D) .T 1'
<br />MAY Be AT T r 0.375'
<br />i TYPICAL VERTICAL MOUN6T ELEVATION
<br />1 N.T.S. ELEVATION
<br />TOP MOUNT
<br />(COIN TYP
<br />(SPAN ABOVE
<br />iTRl1CTION)
<br />AS REO'DI
<br />_
<br />IIOOTTOM
<br />a �',
<br />(COIN 7Y
<br />AS RE�'D>
<br />-O
<br />TOP MOUNT
<br />(COIN TYPE
<br />AA REO'D)
<br />� �
<br />esTRucnoN
<br />�Bµ�{{
<br />(LOCATION MAY VARY)
<br />DS
<br />aarmm
<br />BELOW
<br />TYPE As REQ'D)
<br />(SPAN
<br />OBSTRUCTION)
<br />BE NOTCHED AS REWIRED,
<br />OPTIONAL•Y+'-20 STITCH
<br />BOLTS WITH WASHER6D
<br />�IANEL511AY
<br />PROVIDED THAT CONNECTIONS AND
<br />ANCHORS ARE USED WHICH SATISFY
<br />WINE•wTS FASTENED 0
<br />SPANS ABOVE t BELOW f)�7RUCTtt'r1.
<br />OVERLAPS 0 MIDSAAN (USE
<br />APPROPRIATE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS)
<br />1 N.T.I.
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />21 RANKS
<br />!LS
<br />MINIMUM STORM PANEL SEPARATION FROM G1/156
<br />(IIV112, WINO LONE 4 a ESSENTIAL FACNITIEs)
<br />.._MAIOFAUM
<br />Df51G11
<br />PIIESMJRE
<br />SPAN (L Ili
<br />(SPAN (lm.Rl
<br />INSTAILATK)NS LESS INSTALLATIONS A
<br />N1AT10N FATE
<br />THAN >a ABOVEGRADE THAN lD'AeOVf ORAa
<br />IRV,
<br />�).
<br />1) In
<br />{.ant 3.161n
<br />. •95
<br />/
<br />130.OM
<br />6A61n I.161n
<br />6.06 ...-
<br />130.0M
<br />/AS
<br />606in -.
<br />1161,
<br />H50
<br />1300N
<br />6.06M 2.161n
<br />SPAN 5Ch1EUULE NOTE5:
<br />1. ENTER SPAN HIaR WITH NEGATIVE
<br />6C FASTENER
<br />PACING
<br />DETER LOAM a PANEL ALLOWABLE
<br />SPACING AN
<br />DETERMINE MAXIMUM STORM PANE. t ACCEPTABLE
<br />A L E S OR
<br />SPAN. SCIIEOIN.E IS ACNiirABlP FOR use w17H
<br />POSITIVE IDADS LESS THAN OR EQUAL TO
<br />NeGATFVE DESIGN LOAM.
<br />2. 'PANE. FASTMENS• ARE STUDS USED IN
<br />CIIN)UNCTION WITH ALL MOUNTING EXTRUSIONS
<br />('r-TRACK, MOOED ARGUE, ETC.). USE 6.25'
<br />O.C. PANEL FASTENER SPACING TAKE VALUES FOR
<br />ALL "M- AND •U"•HEAreas (INCLUDING BUILD OUT
<br />CONDITIONS .
<br />3. UNMR. THE RWISE U E MW!!11 LOADS IS
<br />ACCEPTABLE. OTHERWISE USE NlXT HAZIER LOAD.
<br />1. ENTER SPAN SCHEDULE wTYN POSITIVE DESIGN LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM T14E OPENING TO a PROTECT®.
<br />2. SCHEDULE t5 REQUIRED FOR USE
<br />W FI N POSITIVE
<br />LOADS ONLY,
<br />INTEAPOIATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NeXT HIGHER
<br />LOAD.
<br />3. FOR INSTALLATIONS OUTSIDE OF THE MVH42 AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION
<br />SCHrFDILE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PR 1 IRED.
<br />MAXIMUM ALLOWABLE I` ~'�'•
<br />DESIGN PRESSURES: �'� D
<br />AS NOTED IN DESIGN
<br />SCHEDULES
<br />DESIGN NOTES:
<br />POSITIVE �YAND � NEGATIVE DESIGN TMURF9 CALCVIATED
<br />SEPAPATreNGINNEE�pI OTIIUNIyAEC OCORDDANCIE WFTIJBTTH THE PER
<br />bOVE I& IN ACCORDANCE N'ITHIA6CE 7 AND CHAPTER
<br />16DO OF THE FLOPS DA BUILDING CODE SMALL BE LESS THAN
<br />OREQ UAL !A
<br />O THE P06RIVE OR NEGATIVE DE81GN
<br />PrIL36lNRE CAPACITY VALUES -TED RERAN F00. ANY
<br />ASSEMBLY AS SHOWN,
<br />GENERAL NOTES:
<br />. THIa SPECIFICATION HAS BEEN DESIONED AND WALL &[ MOKICATHO IN
<br />IRS STRFSS HAS BEEN USED IN THE
<br />•ORD FOR THE PROJECT
<br />MGN IS USED SMALL 6E NESPONSIBLI
<br />2 SURFACES TO THIS DESIGN WHICH
<br />ITtNG CONTRACTOR,
<br />LaETNn/OIMSSl,,IRIMa SHALL NB RAAEEWINQOEDRED IN
<br />ALTERNATSPANS CORY
<br />EGSPAN CALCUlAT30N6 AS
<br />GENERIC ANO DOES NOT PROVIOE
<br />IR SITE CONDITIONS DIFFERENT PROM
<br />LICENSED ENGINEER OR REGISTERED
<br />He DOCUMENTS FOR USE IN
<br />N ARE BASED ON MAXIMUM TESTED
<br />11. TOP a BOTTOM OBTAflS SXOIYN MANY sE lN7ER[HAHOED AS F7lLD
<br />2, RDI
<br />RIZORALLYATATE. P ELB MAY BE DUNT7O YERTCCALLY DR
<br />ONTALLYABAPPLICS INCT N
<br />NO CONC ANCHORS NLY.I NaALLALL ONC EMMANCHOR0
<br />MANUFACT OCONCCOM ONLY. IONS, ALL CONCRETE AN CHORb PER
<br />MANUFACTURERS CONTRACTOR
<br />Is RESPOION8.
<br />ME THE FROM WH L REaroNUAL TO INSULATE OftEC PROTECT ALL
<br />MEMBE14, R
<br />S FROM ggDIS6ITHISNtLAR NAT V0. TO TO VALIDATES
<br />PREVENT STRUCTURAL
<br />D
<br />SHOWN ONLY V21AL FFIX 4rECIAECATION BY CONTRACTOR. DESIGN4�
<br />INDEMNIFIES s IRA yES HARMLESS TMIF C,aMlBI FOR ALL COST a pAMNGIS
<br />INCLUDING LEGAL F!!S a APPlLU7E FEE6 R$ULTING FROM MAT6lIAl
<br />FABRICATION, SYSTEM ERECTION, IINSTRUCTION PRACTICES BEYOND THAT
<br />WHICN IS CALLED FORM7 LOCAL STATE, a FEDERAL CODES a FROM
<br />OWU77ONS OF JHM PUN.
<br />13. OEOEP7 AS E1mAlaLY PROVIDED HIREINI NO ADDITIONAL
<br />CEIITIFTGTIONS ON AFFIRMATIONS ARE INTENDED.
<br />1{. ALTERATmxs AOrnTTGMS, OR DTMON MARKINm TO THIS DOCUMeNT
<br />ARE NOT PERM7RE(1 ANO DNAUMTE TMt3 QRTIR1GT10N.
<br />37. PANELS SMALL BE PBINANIfNTLY fABELID WITH A MINIMUM OF (l) LIBEL
<br />PER 3ValY ].D FEET, [ONTAIN7 0 TNI POLUOMNG INFORMATION:
<br />]RtOAPROOMT APPROVAL NUMBER
<br />VISIT SGALC.10/31648 $Erj
<br />hR 71`_rs']:NC D=.Vd t'9 t
<br />A :n 1-.,A•rN. YnIRN,.W',I ri
<br />348T
<br />PORAxJITDN4LPLANF RlORre •le•OUIW
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
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<br />a$
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<br />C OI/S AT SOP M eorrDM. PANn LENf3rNB Wa tP,4N l,q& NM3D IN TAIB2 4DW ARe NOT Warn
<br />I, NO SlJMI 0411 WOMG.Kf If 'RED INI[N PINK UNOM If eIIEArfA TIUM THAT ND'RO Fat.
<br />Af011
<br />A3 $104 Y M01)NA=Ple OOFMr4FOR Amore.
<br />] N04 OCe1NOf ReCURIv FOR YL FlaNi/ IN TAN! A6DVe. IRS NDI
<br />$INMAIL
<br />(.7
<br />ofts. Rr
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<br />u4 MTM ..URI i NOUMINB CaND1T10NS. AlQINgO iPlM,anON FROM GLASS SIIP1l 6! NR DfTArt T
<br />o
<br />• TIe11 AIP 12.1,tit coal 7fe4lrrtnl OA wrndrt fTnCM e01t5I Arq 14p PAVaIs. 4 eOTM wTm PAIr<
<br />F46TeNMm • us G I.n' o.c.
<br />3. dw I Fur 3FMN r' NINPAA4 uRUNi arR (1M o1 tale OFMOWN TOP OR, _ NIS
<br />OMWNO AMA ORAR w'L W1M AM IFdPmNS CYJAOInp1 ealDlw Ile MKSE OAAwiNIffi
<br />O
<br />Z
<br />S
<br />rRk
<br />L OPTIONAL INTERIOR FASTENING DETAIL
<br />N.T.S.
<br />Z9
<br />I
<br />U)
<br />NR IPIeTAa1W
<br />M
<br />s(
<br />IY
<br />IROM INNRION
<br />FROMI
<br />ilOewNN SILT OR
<br />N.cwle SCYW trlRu N-OV. PN%e
<br />WI M NUT a WAM4APD WIM6MUI
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<br />ON NIxO! IKU
<br />' A R 1' MApOME SCAM'
<br />wINONVfe fir•oL
<br />IOOPAMC*s eoTTOM NouNr
<br />��
<br />eArAIr1oN ro w14aHr
<br />:
<br />�,Md��,9�i!
<br />PIIRI)
<br />1 1.
<br />Y16P
<br />[INN TWe NMeO'A
<br />(PRONG AN
<br />20-31[.
<br />"M ONNONETIL ALF W
<br />wuemveal ui oRR
<br />woo0 AIYPlllri
<br />fPK1NG rAaLe. • eADI
<br />I,P16 AD14ClMT TO
<br />[fAHb PANEI l
<br />OPTIONAL EGRESS
<br />PANEL DETAIL
<br />M
<br />INTERIOR FASTENING
<br />So"
<br />_ 20 0004' 250, 0.750'
<br />5p2 Tn �.125• l�T Ow N
<br />aS �OA94^ 8 ;9 0.124' �� ]B GA 8$ f2 1' L.
<br />.094' �- 12a' ,094' TVP' ;A TYP 25
<br />r��,��, -0.3 0.094' ri .062' ry ~ -,( 1.930' 1.930' 3-lzsfmA- G '� 0�06� .375"� '�,D6a• �1 T. Lis' 2.000•(�I""
<br />1.37 A30" 2.00D OA Im. -•I 2.000' 1-- -.I 2A00• �' TYP. r.� 1
<br />12.ge�o 4 ,. , g
<br />5L 12L• 1.100" N' NIEa..6xi V KMeR 4 OIE A'YNAN ELfISUIRE ,¢r E111D (
<br />3.SL 1.56p'F--I1.560" 11530 ]. OS P.yM-I 3,L�A' 0.)76• ,�FO.]13' ^� 0. �13�' ,
<br />Ir0"3'1 Ir04! 0378'yp�rr 45 } $'
<br />I2.SCa'PANEL COVERAGE
<br />p.19(� �W NMI Jr 0.6�5' �I typ_ it it.-'ri'.�55" 40.
<br />1�4,9�75'�P�ANy9A1La_�__- ' � LOE EU.y15" os 4.15a' OAS0j,,(BL �Ip T-4-4
<br />VZO!
<br />p2p• PO.1)S .30T y
<br />/4� all6-d1T Y 111N3( OY 1AACE - ••. ,-,.I aP' _-_„ 0.090• x T 0.95]'
<br />L N'-ei s.wh,Vli •3' 0.190' 65
<br />:. YM:HKP ,, Tn aI �I INK
<br />' ..err r ,en,m.Ni -y •' �f S
<br />E .r'r rru'.: _1P1v1 T1•-].000" 0.125' �.
<br />r ':l L.'1F nVAy �1DIpEQ) zL I-!ga
<br />3E00• 11 `DV G(DY:ICI4rtAttP.1 t.Fi N'
<br />OVERLAP a.:TYVI
<br />4, JMAX ONANIN �-.25" MAX. F
<br />Y A O.3Ba'3 Da,-Ilr. c•>v:Rm /�.2r MAX. 3®
<br />x>rw•D.c --w s4Am- .,.nr•x-Jle.naN d
<br />BUILD -OUT '„:n^J•� ,v-arr n• W
<br />E r-A nUMI V,1 D[STANC! T J s:T 1 T4PM
<br />/_\ WN Fn{Ix a WNIRF nHMI
<br />iHIS MAY f,P �!
<br />nn Mrtt
<br />1.000•
<br />t � -ro A SAr
<br />EMOED
<br />) , 3.000" xY anmar. N!•`". ;Cur.^1J:1 _I I+.R.<P-^: :R fAfRI N.� C: :•IeIX'r'F M, I
<br />' t'J .:. N 01,'t 4 4A cr.::•' a'vw"aN a'.•'f:
<br />OVERLAP wwMu 3.810'
<br />A,-FAR,1 L. r}. I'14X. /\NIIIrYllllI MUJNI rn3YIINY nrIAN
<br />x-E n•_ 29' MAX. q
<br />rAGllr, sY'V.. DTY NT,9. MIN,
<br />f I.b vA .y d'u<la train >i MIN. ��CB
<br />1.500" J L.rvi'a. -4J •.a y1Jx IJ.J. [j
<br />n rAn=wdieii�i,`n'1• rMUE. , MIN. o-:�w:.I�Jeva•.
<br />la lm.-lert)4 ,aDy ors .: u.lsulr, „', Mx r. Ar,a, -:ANnr
<br />mu /\WmE90.6SURF OEMmAr'A:..v-JP.aa:
<br />F lJ BED 'nRlJr,r.•rr
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS; PANEL FASTENERS 012.5' O.C.
<br />2.3" EWE DISTANCE
<br />A; I.
<br />NAfame6SPA,
<br />6NCHOR Pafafaea
<br />UP T '•
<br />-r arm up TO 01-ir
<br />COMA TYPO
<br />=Me Tyre 4ewn Type
<br />TYPE
<br />Cl C2 C2 C4
<br />C1 C2 C7 C4 CS C2 C3 C4
<br />a/1r l i• Oam 39
<br />12.5'
<br />16.0'• 24.71,
<br />9.94
<br />SLS"
<br />14.01' 10.2"
<br />6.6" 12
<br />1.,..'a
<br />OU4
<br />4 e
<br />1.
<br />11."
<br />8.0`
<br />1.5"
<br />16.0' 6.I
<br />S.5" 12.•WAT
<br />5
<br />16.09
<br />lS5"]a•
<br />12.5
<br />16.a xa1
<br />tie
<br />1 2.5'
<br />1{ 0 t'
<br />[
<br />.Y i 5
<br />s z
<br />16.0. 41
<br />3.4
<br />Pj$2
<br />13.'
<br />8
<br />Saa• 9.3"
<br />al"
<br />18. 0
<br />AI" 1 .9'
<br />16.0" 11.
<br />3.4'
<br />12.5
<br />Sb.a' a "
<br />5.4"
<br />12.5
<br />]6.0'
<br />q""� 72
<br />I4"r I. 4'INNI II 77
<br />11.5'
<br />S.a 1a
<br />s
<br />1{ w
<br />13S
<br />1{0' 1a0' L2 G" l35'
<br />s 75.1
<br />107"
<br />DCWNT UITRAmn 41
<br />1 wv:;w •.. La.w N
<br />12.5'
<br />1 .
<br />2
<br />1 . "
<br />" 1
<br />9 '
<br />12.5'12.3"
<br />10. il.f' f.7' 12.!
<br />la D' 1l.!"
<br />!.S"
<br />n
<br />11.5
<br />16. 17.a'
<br />' 11
<br />12, 5"
<br />16 0' 13.9'• 9.3 13 /
<br />scr 11 6
<br />9.3
<br />12.11
<br />16.01• 11.91•
<br />9.S1
<br />3LP'
<br />1{ 0' 13.0" 9.3" 13.1"
<br />la.o• S/A'
<br />/.3"
<br />1441Y
<br />( r 71
<br />3 z.V.
<br />10.a' Se.a
<br />1 e.a•
<br />32.!"
<br />10.0" 11 T" 17.4" ILS"
<br />" • "
<br />f0.0 1 ,0
<br />11.Y•
<br />D
<br />.-L'
<br />Au r�mms eouD sn
<br />43
<br />12.5'
<br />Sa.a' faa•
<br />13.6"
<br />3Z.!"
<br />10. " Lr' 10.f" It.7"
<br />14.0" 12.T'
<br />50.7'•
<br />1 2.5"
<br />16,a' 15.6"
<br />33. T'
<br />12.9"
<br />I .0" 1L5" L .a"12S..
<br />6 0
<br />16.0" 12.5"
<br />10 .6"
<br />48
<br />91
<br />*
<br />12.5'
<br />SQ.a' 54.4•'
<br />32. r
<br />S6r0' 12
<br />L
<br />1
<br />7
<br />1.'1a•
<br />o••
<br />14 t •. E HIHYn 13
<br />/ I v
<br />1 2
<br />I • fa
<br />e.a 1
<br />a.
<br />u.f '
<br />60' 1s.0 s I err
<br />n.D le.D"
<br />a:.a••
<br />IIrWN 1 IANrI AAI r 41
<br />M
<br />1 2J'
<br />1 .a' f6.a'
<br />1d.a'
<br />12.7"
<br />1 IA" lz. •
<br />12.4'
<br />f6,a' faa'
<br />S/.L"
<br />ILL
<br />Ila.0' 13.7"
<br />il.t"
<br />9C 52
<br />U.S.
<br />16.07• Iba'
<br />12.0"
<br />12.9•'
<br />16A" 3a5" 113" I2.5"
<br />16.0" 15.5"
<br />111"
<br />S'
<br />6.0" •
<br />1S Y'
<br />3 .6•'
<br />,• " 1 "
<br />6.
<br />2.8'
<br />mar DISTANCE
<br />3/11r F vv4 CRMW 33
<br />6.25'
<br />10.3• az!"
<br />7.1' a25"
<br />6.4"
<br />nl WNI NI IRN'UM 41
<br />625"
<br />a]'
<br />16
<br />6.25'
<br />7.1•
<br />82
<br />a YT'
<br />a3•
<br />72
<br />-14 IN111 II
<br />" ) 31
<br />3
<br />36 6.3 a7 F19
<br />11. 6.35
<br />10.3
<br />IIYWNIIII INNAIN 41
<br />1].7" a2S'•
<br />4B
<br />s.25'.11.T"
<br />all.
<br />err'
<br />a2S"
<br />9.7'
<br />y
<br />E���'
<br />a s•
<br />8.2 ..
<br />3.9.7
<br />U.^. LVa rMHru S3
<br />S4
<br />32.5'
<br />Ie.a' Ta• T.3" ]z.9^
<br />x7.4^ S 2^ ia" exs"
<br />u.D' 4.e" 4s"
<br />•AI
<br />IT. a.$. TAPCO 4
<br />H 1
<br />12.5'
<br />IS.6" O.D.S.4- 625"
<br />SO.r ' 4.01 a2S"
<br />4.Y
<br />10.7- 4 " 4. "
<br />0
<br />12.3"
<br />I a2 3"
<br />10.7" 1 "T•
<br />.1 CO-4.a' OS!•
<br />1 !.a••
<br />4]"
<br />8
<br />N
<br />62S'
<br />12, T' 4J" ere' 425"
<br />10. " 4.I" 4.a' a2S'
<br />10.7- 43" 4.72 0"
<br />r1-�....r..� 52
<br />tl_^�
<br />3
<br />.7" " a ..
<br />7„4 - 4.a' `
<br />' 4.1"
<br />O
<br />Ife.qua ~o 31
<br />12.5"
<br />16.0' 34.11 liT12.7"
<br />18.0" %1.,7.11•I2.Y
<br />laD• a7• T0"
<br />ALL F INTeaOU D BD
<br />32,5'
<br />.
<br />16. ' It.. ' 91• 15'
<br />16 - 7. ' era" 12�5'16.0
<br />7:f" b.3"
<br />W
<br />12.5"
<br />18.a• 8.7• 7.e" 12.4'
<br />38.0" 7.7" 6.2 ft.9"
<br />14.D• 7.7^ 6.T'
<br />1{.{�
<br />a•r� 72
<br />12.5'
<br />14.a• 7.7•
<br />a2' ILL
<br />16.0"
<br />IP-, I LIT MIRo 73
<br />I2. S'
<br />m.a' 0.A•
<br />3.9' al!"
<br />]1.T' 4.4" .1" A J'
<br />10.3' a0" f.7"
<br />I,rWNI M•rIMAIY 41
<br />1 .5"
<br />111f301..245'
<br />4..91"
<br />66. 255""
<br />333..6" 3.3
<br />.2"'•S
<br />6ae.21I5S5'''
<br />47' 6E5"19,1
<br />13.5"1&7" 1 6,25-
<br />j ai2"
<br />A312i
<br />99..
<br />a22S3""
<br />1 4" MOO DISTANCE
<br />_kk
<br />V
<br />MAIN _Nr
<br />�
<br />ANCNes PReeaYR[
<br />sore TYPECOMM T7f
<br />a Q o c4 n C2c1 a
<br />CONS
<br />n Cl 4 C4
<br />4• a ]/ r MGM 73
<br />V.ehW 41
<br />49
<br />LF-MN�NR-► 91
<br />T2
<br />ti Y'
<br />m.a 1a0•
<br />ere• 12s'
<br />1a.0'
<br />1s.0" 01•
<br />12 5'
<br />1aA' 34.a" 6A"
<br />12.S
<br />16 a• 160•
<br />7.5• 12.5•
<br />16.0'
<br />UJ' 6.0"
<br />1
<br />13,
<br />12.Y'
<br />e.a' ia0•
<br />1e a• 14. 7
<br />i.9 12.5
<br />6. D a2 Y
<br />160'
<br />IRA
<br />14,7' 60'
<br />L4 6.0
<br />J'
<br />12.E'
<br />32 5
<br />SBD^14.7' 6.0'
<br />• 14
<br />11, r 117a' CMIM 37
<br />WOOD aCREW 43
<br />b
<br />3z
<br />72
<br />12.5
<br />16.0r160"
<br />10./' 12.5
<br />A11L
<br />111 TO
<br />S S'
<br />16
<br />l2. S'
<br />60''141•
<br />1. 32.5
<br />160'
<br />97' S.6•
<br />1 7.5'
<br />16.0. 9.T 6
<br />12.
<br />12.s'
<br />12.51
<br />76 iL0'
<br />Lea' 71 r
<br />14a• 94"
<br />).0' 32.5'
<br />er a s•
<br />5.6• 12.5'
<br />16.0"
<br />m D•
<br />16.0'
<br />9 a' 5.6•
<br />f.a•• SIB,
<br />aW' 54'
<br />12 5
<br />v 5'
<br />12.5'
<br />16.0 9.6" 5.6'
<br />1 eD s.b Sa'
<br />16.0' 9.6. S.6"
<br />1/4 P 1.1/4 M5C0 ] 3
<br />TAP CRIP-CPAs• 41
<br />4e
<br />T ea•1� p2
<br />71
<br />us
<br />Tz.5"
<br />32..
<br />12.S'
<br />125'
<br />1e.a Tao
<br />34.0, IF
<br />16,0' SL,A
<br />16.0" 10.6"
<br />so ce. 9.1"
<br />1z.
<br />12.5'
<br />42.5'
<br />12.5'
<br />12. 5'
<br />6 .0
<br />1e.0"
<br />1L
<br />16.011
<br />16.a'
<br />us lx.
<br />.2" 12. T'
<br />9 L" 12. '
<br />9.1, 12.F'
<br />91" 12.5'
<br />16.0 fo.z••
<br />10.0" 9.2"
<br />15.0 9.1'
<br />16.0' 9.1"
<br />]6.0" I:`
<br />/
<br />All IINNINNRA6A 41
<br />WOOD LUSNWC 46
<br />( y 11
<br />U� 71
<br />1
<br />11
<br />6.0 S.1 1
<br />l3.B'
<br />12.3'
<br />]era' 7.0"
<br />7.9' 12.5'
<br />12.3"
<br />4A" .1' a2s•
<br />11.4" 46" 1.3"
<br />I2.r•
<br />35.4" .9"
<br />60• 625'
<br />ILT'
<br />4.7" 1.0` 6.25"
<br />1t.7" 4.T' 4.0•
<br />12. s'
<br />l42" S.3•
<br />47• .z
<br />111'
<br />.r• 4.D• a2s
<br />ll.S^ 4.7•• 4.0
<br />6.25"
<br />12.3" 41"
<br />4.0• 5.27'
<br />ILI"
<br />1.7" 4.0r a23"
<br />12.]' 4.7" 4.0"
<br />ANCHOR NOTES:
<br />1, ANCHORS SCHEDULE APPLI s 7 ALL PRODUCTS CERTIFIED HEREIN BUT ONLY PROVIDES CN E O Pff 06
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />IN$PAN SCHEDULE SMALL APPLY.
<br />Z. BV'tE0. ANf3HCR SCHEDULE BASED CIN PANEL FASTENER SPACING, THE EXISTING STRUCTURE
<br />MATERIAL, 6 ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPM,SELECT
<br />CONNECTION TYPE BASED ON APPROPRWE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDENTIFIGTION OF 00NNECTION TYPE .
<br />3. *PANEL FASTENERS' ARE STUDSUSED IN COW UNCTION WITH ALL MOUNTING EXTRUSIONS
<br />'F'- RACK STUDDED 'O. PANEL FASTEN N T ( T D D ERS(IETC.). USB615 C. ER SPACING TABLE VALUES FOR
<br />ALL "11'• AND'U`-HlAOERS (INCLUDING BIIILDOIlT CONDIT30N5).
<br />4. ANCHORS SHALT. BE INSTALLED IN ACCORDANCE E WITH MANUFACTURCRS' RECOMMENOATIMS.
<br />S. HOLLOWBLOCK HOST STRUCTURE SMALL C TO Ai7M CPO BLOCK,
<br />6. MIPDUO EMOMMENt SHALL 8E AS NOTEDINANCHOR SCHEDULE.
<br />7. MINIMUM EMBEDME'M ANp EDGE DISTANCE EKCLUOEe STUCOD. FOAM, BRICK, ANO OTHER WALL
<br />HNISHlS. WALL PINISMEa 9Fl4LL BE UNITED TD L/4' MAX 00. SHALL BE VlRI/I!D 6Y OTHCRS TO
<br />AOEf21lATELY TRANSFER LOADS TO HOST STRICTURE
<br />a. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY,
<br />9. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD
<br />VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD "A"ING MEMBERS, NOT PLYWOOD. FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />1D. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN
<br />CENTER OF NOMINAL 2` X r (MIN.) WOOD STUD (/' EDGE DISTANCE IS ACCEPTABLE F00. WOOD
<br />FRAMING). WOOD STUD SHALL BE SOUTHERN PINE' G.0.55 OR GREATER DENSITY, LAG SCREW
<br />SHALL HAVE Mtl LLIPS PAN HEAD OR HEX HUD.
<br />I1. REMOVABLE ANCi00.S ARE: DEYIALT PANELMATE, ALL-FOWTS SCUD -SET 6 BRASS BUSHING.
<br />L2. MACHINE SCREWS SMALL NAVE 1/2' MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS NEAO DR WAFER HEAD SIOLWALK BOLT) U.N.O.
<br />13. MINIMUM EMBEDMENT AND EDGE 0167ANCE DICEDDL43 STI1000 OR OTH R WALL FINISHES.
<br />14. Ir DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />45. DIRECT MOUNTING CONDITIONS.
<br />Is. LINEAR INTERPOLATION I5 NOT PERMITTED POR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET.
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<br />SHEET NO.
<br />SH 1.5,
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