|
18,
<br />/is
<br />ANCHO"
<br />SECTION EZI A, ALXNA'rr4 MIN ON $MEET 18)
<br />trI OF -1
<br />MAX
<br />3. 4
<br />•
<br />MAX.
<br />PANEL LENGTH
<br />0 400 P.f.
<br />1 IA. OVIULAP: ;
<br />AFI
<br />sox
<br />OF 'L
<br />No
<br />P_Jj.Jj_ L J-Izf-LJJILL-J-J-LL-J-J-14.L-J-I-Ll.J -1- - -t
<br />I A, _71 A A
<br />SEE NOTE 4
<br />ANCHORS TE 3
<br />--(SEE SECTION at A, ALTrwArrit Eve, ON SKU is)-
<br />IW/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL M SYSTEM
<br />UP
<br />`1 x" 1 Lei ,, wwo
<br />aENGINEERING
<br />t
<br />ENGINEERING EXPRENSO
<br />PRODUCT EVALUATION REPORT
<br />September 15, 2020
<br />Application Number: 17869.1 - R2
<br />EX Project Number: 2031543
<br />Product Manufacturer AN American Shutters and Ohm
<br />MenulacturerAddross: 1540 Donno Rood
<br />Vkd Palm Beach, FL 33409
<br />Product Name & Description: 249a Galvanized Steel Storm Panels
<br />Large Missele Impact Rosiolaud
<br />Scope of Evaluation:
<br />This Product Evelustion Report is being Issued in accordance with the requirements Of the Florida
<br />DoWmaiNt of Buskms and Professional Requilwon (Fiadda Stilding Commission) Rule Chapter
<br />010203.005,
<br />F.A.C.. for Statewide acceptance per Mothod 1(d). The product noted above has been
<br />tested "or evaluated as surnmerrized Earroln to show compliance with the Flot Building Code
<br />Seventh Edition (=) and is. for the purpose intended, at lefierl equivalent to that recithrod by the Code.
<br />Re-evolusban of Oft product shall be required following Pertinent Florlde Buwft Code nwd#mbwm or
<br />rows1mg.
<br />Substantiating Diets:
<br />A PRODUCT EVALLUA71DIN DOCUSE11M
<br />EX drawing 111120-311543 Not! '24go Galvanized Steel Storm Panels (HVHZ & Non-HVHZ)'. Shoals 1-5.
<br />prepared by En~rg Exprefin. s(gnsidl A sealed by Frank Sonnordo, P.E. is an integral W of this
<br />Evaluation Report.
<br />. TEST REPOM
<br />Uniform sftk struclurol Performance has been tested In accordance with TAS 202 toot Standards per test
<br />report(s) SITT-ASGA 7-001 by Slockwalor Testing, Inc.
<br />Largo missile Im"d resistance and qdc loodling performance has been tested in accordance with TAB
<br />201. TAB 203 leg aFtifinderds, par test report(s) OBT-ABC-1 7-001 by Blodrivater Testing. Inc.
<br />. STRUCTURAL ENGiNaSflM CALCULAMONS
<br />Structural engineering calculations have been prepared which evaluedfir the product based on
<br />compsnotiver and/or national arro4rsla to quaft ft following design crltfifids:
<br />1. Maxinvurn Allowable Spent,
<br />2. Minimum Allowable Spero
<br />3. Minimum (Man $operation
<br />4. Anchor Spacing
<br />150 SW 1211 AVINUN SUITE 106, DEERFIELD BIRCH, FLORIDA 33442
<br />(954 ) 354-0660 1 (866) 396-9999
<br />TRAMOENGINE! RINGEXPAtSS.COM
<br />ENGINIfRINOEXPRESS.Co"
<br />LAST PANEL(3) TO BE INSTALLED AT EACH OPENING SMALL ALWAYS BE
<br />PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED
<br />TO K INSTALLED FROM INSIDE OF STRUCTURE. I
<br />NOTES :
<br />(1). U&M % V ; E-Z HANG STORM PANEL SYSTEM
<br />C W 20+ Cont. TRACKS TOP & BOTTOM.
<br />(2). END PANELS SMALL CONNECTED 10 BOTTOM TRACK
<br />OTHERWISE A STOP XT.8EPROMIDED AT TOP OF SUCH
<br />PANELS.
<br />(3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SHALL CONSIST OF 1/4"0-200/4' M.S. Er/ 7/5"9x3/32' WING
<br />NUT OR 1/4"0.3/4' Mil. THUMBSCREW INTO TAPPED BOTTOM
<br />TRACK. LOCATION OF 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 BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE (3) ABOVE IN SUCH CASE, CONNECT" OF
<br />PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />t INSTALLATIONS ONLY VAUD FOR WIND
<br />SPEED UP TO 170 m.p.h. I
<br />ENGINEERING
<br />Page 2 of 2
<br />All American Shutters and Glass - 24p Galvanized Sted Storm P"s
<br />No 339E Increase In almeWe stress has been used In the design of Oft product
<br />Sopfifindlon from glazing to not required for Installations outside of wind zone 4 and essential holubes-
<br />Impact Resistance.,
<br />Large, Impact Realfilancor has been demonstrated as evidenced In previously listed too report(s). and III
<br />Recounted for In the onghowinhi deep of thile pro".
<br />Wind Load ReNstence
<br />This product has been designed to toolot wind loads as IFxksINDd In Me Soon schedule(s) on the
<br />respective Product Ev"on Document O.s. engineering drawing).
<br />Installation
<br />This product shatill be Installed in send compliance with he respective Product Evaluallon Docuniont (I.e.
<br />Engineering drawing), along with all components noted 11haret
<br />Product components %hall be of the material specdecd in that product's respective Product Evaluation
<br />Documfifird 0.9- engineering driaving).
<br />Limitations & Condftions of Use:
<br />Use ofthis product *hall be in strict occordor" with the respective Product Evaluation Documord (I.9.
<br />angnearing dr*AV) as noted heroln.
<br />All supporting host structuroo, shall be designed to roollot 95 superimposed bads and " be of a material
<br />bled In this product's respective anchor schedule. Host structure cm&Mm ~ we not accounted for
<br />In INS product's respective anchor schodulle shah be ~ad for on a e8e4pecift bale by a registered
<br />professional onghear.
<br />All components which are pormeneffitly installed and be prolected s9elrod corrosion, conteminfifillon. and
<br />other such damage at all limas.
<br />This product has been designed for use within and outfidde the High Velocity Hurricane, Zone (HVHZ).
<br />Frank Bernardo. PE
<br />ENGINEERING &PRESS's
<br />OPE0046549 I Cert Auth. 9885
<br />160 SW 121" AVENUE SUITE 106, DIERFIELD BEACH, FLORIDA 33442
<br />95 4 ) 354.0660 1 (866) 396-9999
<br />TFAM0ENrIPFIvEiX*GExPREss.com
<br />ENGINFERINGEXPI119S.Com
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<br />INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL
<br />INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES
<br />0.1Am TAPCON
<br />CONCRETE s
<br />imaumm. O.C.
<br />1/4-0 TAPOOM 114.1" NO HIM TEN 114.1' WIDE {WAD TEX
<br />OWIM-
<br />=om
<br />4* FROM So" 0 4 FROM
<br />ANCHOR 0 12 D.C. (6EDGE OF
<br />EDGE OF (6
<br />/2-
<br />"'i
<br />awn N
<br />+
<br />a N � t%2• a... 1 1 3'
<br />I ran
<br />ZET944 To GLASS. Pop TD :j� POP
<br />mwt
<br />MAX
<br />IF 40M0 PANEL LENGTH 40 PANEL amm fill,
<br />SEPOMTON - 30
<br />TO GLASS. 11
<br />I TO GLASS. UMESCRED' OF
<br />SOME
<br />0, -V
<br />THUSHISCREW
<br />V
<br />ANCHOR
<br />1/4*P TAPOM
<br />ANCHOR 0 IrO.C.
<br />IT
<br />comelim BLOCK REOUIRm
<br />W "k
<br />�Nr
<br />%UC-T 10 z I AMINNAME 121W
<br />SCALE 3/8-1' SCALE 3/8-1'
<br />FLORIDANUN
<br />BUILDING CODE (Non High Woelty Nu Icon* Zone)
<br />MIN. PANEL LENGTH 44 cam ram m
<br />24 CAGE GALVANIZED STEEL SIGN PANEL
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX DESIGN SMALL BE 2 -6"
<br />U - 40.0 p.s. f. A PRESSURE RATING +/ STATE NMCTM PAMICIISS. U.C. Bart.
<br />j
<br />PANEL LENGTH. 11LIECOme. GLOM
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD [2, •ALORIO to, 61 sym
<br />=I. 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFX•
<br />EM FAR, (w)"F
<br />DENSITY OF 0.55 OR EQUAL CA-comytt ell,. _00." Mli
<br />P.C. 2= rMq I ow is or to
<br />ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />WIDTH UNLIMITED
<br />(PERP, to PANG SPAN)
<br />-
<br />TOP MOUNT (CONN- TYP.
<br />TYPE AS RMD) SECTIONS
<br />OPRO Lie -STITCH
<br />BOLTS WITH WA5MMD
<br />WINGNUTS FASTENED 0
<br />T_ OVERLAPS 0 MUDSPAN (USE
<br />ti� N APPROPRIATE SPAN TABLE)
<br />PLAN
<br />ficd r V
<br />Ft
<br />BOTTOM MOUNT
<br />(CCNI TTPE M
<br />RMID)
<br />MAY BE AT 1 1 0.375'
<br />a BOTTOM
<br />TYPICAL VERTICAL MOUNT ELEVATION
<br />ELEVATION
<br />TOP MOUNT
<br />[CONK TYPE Lylax
<br />QI PAN ABOVE
<br />LIC71ON)
<br />IDQ70M�
<br />rc
<br />TOP MOUNT
<br />DESTRUCTION
<br />(LOCATION MAY VARY)
<br />BOTTOM MOUNT (OONN-/
<br />Lmax
<br />MAN BELOW
<br />TYPE AS REQ'D)
<br />08STILUCrION)
<br />PANELS MAY 1111 NOTCHED AS REQUIRED
<br />ONAL Y�'-20 STITCH
<br />DOLTS WITH WOMERED
<br />PROVIDED THAT CONNECTIONS AND
<br />ANCHORS ARE USED WHICH SATISFY
<br />WINGNUTS FASTENED 0
<br />SPANS ABOVE & BELOW OBSTRUCTION
<br />N
<br />OVERLAPS 0 MIDSAA tUSE
<br />,
<br />&PPROPIUATE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />/-2-N (NOTCHED PANELS)
<br />\-I-./ NITIS.
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />MINA STORM PANEL SEPARATION FROM GLASS
<br />IW14L WIND ZONE 4 ESSENTIAL FACILITIES)
<br />MAXIMUM
<br />DESIGN
<br />PRESSURE
<br />(PSF)
<br />ALLOWABLE
<br />SPAN LnuR
<br />INSTALLATIONS LEM INSTALLATIONS GREATER
<br />I THAN 3WAIDOVE GRAOt
<br />XDJ
<br />IWO
<br />BE Ii, 2jfi P,
<br />./�Js
<br />30-0 1.
<br />6.06 1. 2.261.
<br />a 06. 236
<br />130 D In
<br />6.06 In 2.1::"
<br />LIDO.
<br />GAS in R
<br />• SS
<br />2.15 M
<br />4112
<br />1 832.
<br />6,09. 2531.
<br />•
<br />WAN 5(:HWLIL,t N(JTtb:
<br />1. ENTER SPAN SCHEDULES WttH ?lB"ttVE
<br />0
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />$PAN. SCHEDULE IS ACCEPTABLE FOR USE WITH
<br />POSLITIVIF LOADS LESS THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADS,
<br />a. 'PANEL FASTENOW ARE STUDS USED IN
<br />CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />('r-YRACK. STUDDED ANGLE, ETC.). USE 615'
<br />O.C* PANEL fASTENER SPACING TAM VALUES FOR
<br />ALL 'W- AND "W-HEADEKS (INCLUDING BUILD OUT
<br />CONDITIONS).
<br />3, LINVA INTERPOLATION BETWEEN LOADS IS
<br />ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD.
<br />GLASS SEPARATION NOTES:
<br />1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO M PROTECTED.
<br />2. SCHEDULE IS ACQUIRED " USE WITH POSITIVE LOADS ONLY
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER
<br />LOAD
<br />3, LOAD.
<br />INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN AFrM WIND ZONES I THROUGH 3, THE GLASS SEPARATION
<br />SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED OPENING IS REQUIRED.
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES:
<br />AS NOTED IN DESIGNI
<br />DESIGN NOTES: SCHEDULES
<br />POSITIVE
<br />FOR USE H THIS SYSTEM SHAUSEDETERMINEDPER
<br />SEPARATENGINEERING IN RDANCE WITH THE
<br />GpytRryl(yf'YCHAPTER
<br />I PIR RE I fASN IN W1 H 245MJ
<br />1609 OF THE FLORIDA BUILDING CODE SMALL BE LESS THAN
<br />OR E POSITIVE OR N� E D "' E r
<br />PRES211AL �?kUag LES fi� HEREIN
<br />UPENPACT OR ANY
<br />ASSEMBLY AS SHOWN,
<br />GENERAL NOTES:
<br />2 NO 33-%2% NCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE
<br />DESIGN OFT", 1
<br />31 THE ARCHI 41NEER OF RECORD FOR THE PROJECT
<br />SUP FISTRUCMIRTM WWOWHICKTHISOINSIGNISUS SHALL e I ED T4,LtC=PONS11LE
<br />FOR THE INTEGFUEY OF ALL SUPPORTING
<br />ORTI _ TO WHICH
<br />SMALL 11 COORDINATED BY
<br />PERMITTING CONTRACTOR, Se PEC L'.. - -.-
<br />PARAT Ai
<br />L
<br />HNEETATODEVIATI! ON I IT H SPAN CALCULATIONS
<br />MON LOA De" TI - - ".Z. R CONTACTTHIS INGINEIlt FOR ALTERN C U LAW1 S AS
<br />MAY It R s. rHVsAs1WDrrAiLeD mmew Is GENERIC AND DOES NOT PROVIOt
<br />INFORMATION PDA A SOCCIFICSIM PO "tOplic, kIL413 HIPSIN, A &S LICENSED
<br />ENGI
<br />NEER rK1101DITIONSDIFT0 NOR OR Re
<br />ARCHITECT SMALL IN EPARE SITE SPECIFIC DECLINE FITS FOR USE 14-TIAND
<br />CONJUNCTION t"It" THIS DOCUMENT.
<br />6. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED
<br />11, TOP % BOTTOM DETAILS INCIPIN MAY BE INTERCHANGED AS FIELD
<br />00"DI&ONI ICTATlilaMIYI.IMOIINTIDVIIIIII'-�I 01,
<br />N REE AS ii, ,I ! CONCRETE
<br />C . . AN . TO
<br />"I&IFLACKILD CONCRETE OID Y. INSTALL ALL CONCRETE ANCHORS P Eft
<br />FAR FACTURIKS M EMDATW8,
<br />12, THICONTRAMPLIB REENO IDLE TO INSULATE M FROTECTALL
<br />MENDE Du PER T 'T I,, 4AIRSEANVINNED HTE`1V"T0V=VN1TXTTW EkGNAS
<br />SHOWN ONLY, USE ,%TH15SPECIFICATION BYCON7RACTOkW,.L
<br />POCMINIFICS&SAV OWTtOrffl!fii NCLUOING L ED Ap" IE E RE JL IN FF%M
<br />FADRICATIONMAM ARECT104 CORITAILICTIOn INACTIC. DIYOWD THAT
<br />WHICH FROM
<br />OVVXA;P;STOF TlIES PLAN.
<br />15 AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL
<br />CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
<br />I., ALTERATIONS ADDITIONS, OR OTHER MAIIIIINGS TO IMM DONCLIMBINT
<br />ARE NOT PERMITTED AND IN DATE THIS CORTIFICATIOW
<br />PEk
<br />I EVERY11 US JIVik a I'M., 1.1 HE I.DIMG "HUM
<br />PF (t) LABEL
<br />VISIT ISCAI-C.1013116,113 rml
<br />MaT
<br />MINIMUM
<br />UWWASLE SPAN SCHEDULE
<br />way
<br />. TRMh IT
<br />sal Awe (fi" M-" W 2r II.
<br />OF"~ Ar' alr JO`
<br />zr.11� M a"
<br />Row IT"
<br />ft
<br />A. PARIS SMOWN Natit Ma .1 Mi "ADD ON, -1 01 MOVitn"a
<br />_"A%x
<br />MISFacrao ive mia.MYTHo
<br />I. WMEErvILM"a"its-No,
<br />V ra ", wow, MOVNDVMG PROXAMNal RROMOLASS SlAii, Er".."Aft I,
<br />Sfell
<br />. PANELS MAY SPAIN 0SING ONE (A) OF THIS OV11DRAL tOP Oft INDITOM QOIWAN FDA
<br />OftwRIG (Pat ait .. L Normal - MIxAmma :0.01noR vIDIRM IN Hm IMAMuNt
<br />1OPTIONAL INTERIOR FASTENING DETAIL
<br />L N.T.S.
<br />I044,91 AAAI
<br />M =EGRESS PANEL DETAIL
<br />FASTENING
<br />U 9
<br />flu
<br />at
<br />IS
<br />UJI
<br />t5
<br />I
<br />2250, DOW,
<br />t-2 250- OOSA. :2190" 2.2
<br />.004*
<br />-0,094' SAY- to
<br />18 GA
<br />1094" AD �:
<br />094' 0%. TYPI TYP § T
<br />4
<br />062, 062" z__
<br />i.93D, In.. %.062- T-0itt NA
<br />MAX 3 390 250- -4 2,000'1-- 2,000- 1- TYP, W
<br />IV's I I'll YIN FaADER &V ffAgL gIRJU=2UT V HEADER vAX 510
<br />Eric. 0136 6. 0;
<br />r C.O.-
<br />12.500"PAPIEL COVERAG 'Wix, ol- . 0 390"
<br />c
<br />4t
<br />S 0.25-0' cowl I
<br />j * f
<br />-14.075' PANEL LENGTH O.S EGI
<br />7 NX Is .085,
<br />TYP. oc, 7LO"
<br />TYP.
<br />E-14
<br />0.376'.:Ip
<br />L4 DL`RCCTION
<br />3 ==W=L_ MAY Mir
<br />1.000
<br />So
<br />t ON ;2 1W
<br />D_ nnA
<br />OVERLAP i T r
<br />$4, MAX 7, CONNER. O.D.WRE DITA.IL Z "MAX..
<br />A
<br />oaw,j ^-.Ir MAX.
<br />MAX..
<br />LU
<br />BUILD -OUT - ,z " 1, / ?1� TIP il-
<br />f WaIJIFI, lil,lm DISTANCE I . , -T,
<br />1,00"
<br />.-,l W M_ -.1- 1
<br />W_ 10 1"- 111; _.xj. EMBED
<br />1.000, NO. 3020- 11
<br />OVERLAP
<br />25' MAX.
<br />HIM
<br />-1-1-111"..- ISS111
<br />1.500
<br />MIN.
<br />come% CNITS I DEC)
<br />0
<br />0 N VAT�LOMIPAPV& All I
<br />I
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS; PANEL FASTENERS 0 12. S' D.C.
<br />2.3" PIDGE DffiTAN
<br />14AX �
<br />AR -OR, FBI&==
<br />TYPE (PWI
<br />SAM UP TO 6`-.-
<br />Sit UP TO C-01
<br />3 UPTO10-101
<br />Coon rrre
<br />CI C2 C3 C4
<br />"O"M Type
<br />1:1 C2 C) OR
<br />CONN ly"
<br />C2 C3 C4
<br />Y/-14* , I-71'r CMDM 11
<br />01PIALT U LTRACON 41
<br />40
<br />ELF,
<br />16.01, 1+.7111
<br />S19"
<br />12.51'
<br />26.01110.21116.0.,
<br />12's-
<br />16.0. 9,1.
<br />6.1'.
<br />12,91,
<br />16.01, 11,11"
<br />90"
<br />11.9'
<br />16.0"
<br />B.Z"
<br />$.S"
<br />12.5"
<br />16.0' 91'
<br />S.5"
<br />il.V
<br />I
<br />$:.Or
<br />t D:1.411
<br />P.r
<br />6,61-
<br />8.3'
<br />11.51,
<br />i2j"
<br />601
<br />16.0"
<br />Fri.,
<br />SA-
<br />&A-
<br />5,4'
<br />12.5'
<br />12.3--
<br />19.0- at'
<br />16.0- a$'
<br />A"
<br />S.4"
<br />12.5"
<br />ISO* 8.1"
<br />5.1L.AILL&L
<br />8.1.
<br />&A'
<br />If '
<br />Is.". &I-
<br />am LLTRACON
<br />52
<br />7z
<br />jff�apt J&tr,
<br />IM.D.
<br />11 5,�
<br />14.0.,
<br />2 tR
<br />_12-4
<br />13,4'
<br />IC.7"
<br />ILL.
<br />I
<br />V
<br />UL
<br />I Z.O.,
<br />-iv
<br />iz.r
<br />sea, ICT,
<br />117,
<br />22.3"
<br />taff-
<br />11.0'.
<br />18.0" 11.91,
<br />5.3"
<br />12.rl
<br />25.00,
<br />11,01
<br />IIS-1
<br />24.01,
<br />71-r
<br />77"7�V
<br />la ri
<br />Scat, 21 r
<br />ox
<br />1&.5"
<br />14,01141.911
<br />9.31'
<br />12.51,
<br />16.01 Its"
<br />Rx,
<br />33
<br />41
<br />44
<br />Tz
<br />i2.!P'
<br />16.0" ISO"
<br />SO a'
<br />111"
<br />14.0"
<br />1! 1'
<br />1] 4"
<br />12.1"
<br />Id.D' 14.0"
<br />11.9"
<br />121y.
<br />$Ca. 1&0.-
<br />Is,&-
<br />ill$"
<br />19.01-liz.611
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<br />ANCHOR NOTES:
<br />I. ANOIOR SCHEDULE APPLIES TOALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE' ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE SHALL APPLY,
<br />2, ENTE0. ANL110R 561EIX)lE BA9lD ON PANEL FASTENER SPACING, TH! !%1STiNG STRUCTURE
<br />L, ANCHOR f SELECT DESIGN LOAD LOAD ON SHUTTER AND SELECT SPA TER THAN OP. EQUAL TO SHER UTTER SPAN.SeLeCT
<br />CONN;CTION TYPE BASED ON SPAN
<br />MGAFTAE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDENn FICATION OF CONNECTION TYPE).
<br />1. *PANEL FASTENERS" AM STUDS USED IN COP41 UNCTION WITH ALL MOUNTING EYMSIONS
<br />(-r-rRAcx, STUDDED AW.Le, ETC.). USE 6 25- O.0 PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL "H'- AND *U'-HEACeRS (INCLUDING &UtLDOLJT CONDITIONS).
<br />C AN SHALL Of INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
<br />S. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTIM COO ROM
<br />FINISHES WALL FINISHES SHALL Be UNITED TO 1/4" MA%OR SHALL 9E VERIFIED BY DTHERS TO
<br />ADEQI,IATlLY TRAN$P!R LOADS TO HOST STRUCTURE.
<br />B. CONCRETE ANCHORS NOT D HELEIN HALL BE M DDW TO UN-CRACIOD CONCRETE ONLY.
<br />91 WHERE METING STRUCTURE IS MOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD
<br />Vipiff THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS PLYWOOD, FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />10. WHERE ANCHORS FASTEN TO NARROW WE OF STUD "AWNS, FASTENER SMALL BE LOCATED IN
<br />CENTER OF NOMINAL 2' X 4" (ION.) WOOD 67UD ff EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING), WOOD 6 TUDSHA BE-SOUTHERNPI - 4-0.55 Olt GREATER DENSITY. LAC SCREW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD.
<br />lit. REMOVABLE ANCHORS ARE: OEWALT PANIELMAI-r, ALL -POINTS SOLJOAffr & BRASS BUSHING.
<br />12 MACHINE SCREWS SHALL HAVE I72- MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND HAVE HER A PAN TRUSSA= N.O. MAY EITHER
<br />"Mr WAFER
<br />A Zttitl 13. MINIMUM EMBEDMENT AND EDGE SIWUCOO 0HITHNIOW
<br />14. 17 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES,
<br />15� DIRECT MOUNTING CONDITIONS.
<br />to LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET.
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<br />SH 1.5
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