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<br />J(ENO PANEL) (JNTER1OR'P;NEL) (INTERIOR PANEL) (INTERIOR (END PANEL)11 MAX
<br />SEE NOTES 2, 3, 4 I I I I I I SEE NOTES 2. 3, 4
<br />PANEL LENGTH
<br />AS 40D pI.1
<br />AM
<br />JJ_
<br />ME BE
<br />AGANS
<br />(SIX SECTIONS APPLICABLE)
<br />BOX
<br />ju. 1 [1 4 11 El U MAX,
<br />�11-1 I UT T I TT 1-11
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<br />L(DAIA/0
<br />ANCHORS
<br />SECTION EZI A, ALTERNUJIVE 01111 ON SHEET 18;
<br />EZ I 18,
<br />P- Ez I W/ I a
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL Q) SYSTEM M
<br />AP
<br />SECTION A -A 44
<br />SCALE- 3/32--l' :10x
<br />ENGINEERING
<br />ENIMINCERING EXPRE111210
<br />PRODUCT EVALUATION REPORT
<br />septenew15,2020
<br />AppocoftnNumber: 17669j-R2
<br />EX ftled Number. 20-31543
<br />Product Menubftw. AN Arnarken Shutions and Gras
<br />Manulackwer Address; 1540 Donne Road
<br />~ Palm Beach. FL 33400
<br />Product Jai As SI, Devor"on: 24p Galvanized 819M SWM Panels
<br />Large MWWI@ Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evaluation Report Is being Issued In Apowntence with the tBASSIANIANsmseft of the Florida
<br />DARISERIgnint of Business and Professional Regulation (Florida Ot**V Commission) Rule Chapter
<br />81G20-3,008. FAC., for steel , . Ascosphance per Method I (d). The product noted above has been
<br />tested and/or evaluded as surnmerized herrain to show compliance with the Florida Sulding Code
<br />Seventh Edition (2020) and Is. for the piP intiendod. at Nast equivalent to that required by the Code.
<br />R*.wokmoon of INIS product *W be required following perfinent Florida BulkIng Code "odtlicatiors; or
<br />'EMAINIMPTAN.
<br />Substantiating Data:
<br />I PaOADLICT EVALLIATKKDMLMWRM
<br />EX dranving XM-31543 OW '249s Galvenized Steel ShArm Panels "AQ 6 Non-HVHZ)-, shoeft 1-5.
<br />(xepard by Engineering Express, signed III soiftd by Frank Sennardo, P.E. In an Integral pad of Oft
<br />Evokolon Report.
<br />I TRIST REPORTS
<br />Uniform stolic, structural performer" has been tested In accordance with TAS Z02 led standards PER test
<br />ceport(s) MT-ASO-1 7-M by OWbrdw Testing. Inc.
<br />Love missile impact resistance slid cycle leading performance has been hAs*Nd In accordanos with TAS
<br />201 and TIES 203 test nk par tog reports) OBT-ASG-17-001 by Shickwastar Testing. One.
<br />STRUC
<br />Structural engineering celculellorm heve been Prepared which evaluele the product based on
<br />oompeI*" wWor mOmW anslyals to quaff the following design crilerls:
<br />1, hisairmernAllowable "ne
<br />2. Minimum Allowable f1pens,
<br />3. Marelmum Glees Separation
<br />4. Anchor 11pecing
<br />160 SAW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(9S4) 354.0660 1 (666) 396-9999
<br />TSAIIOE:G IIIIININGFIAPHIss.com
<br />ENGI I liti NGFX PRESS. co"
<br />W'O ALUMINUM
<br />AT 2 PER
<br />PAWL
<br />IAk LAST PANELCD TO BE INSTALLED AT EACH OPENING SMALL ALWAYS BE
<br />PROVIDED W1 REAR MANGLE TO FACKLITATE INSTALLATION IF INTENDED
<br />TO BE IRSTALLEE) FROM INSIDE OF STRUCTURE. I
<br />NOTES *
<br />(1). iMMI&W 20DO: E-Z RANG STORM PANEL SYSTEM
<br />P L + cant. TRACKS TOP & BOTTOM.
<br />(2). END PANELS SHALL KCONNECTED TO BOTTOM TRACK
<br />CTHERMIRSE A STOP ar - BE PROVIDED AT TOP OF SUCH
<br />PANELS.
<br />(3). IF FMAD PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION
<br />SMALL CONSIST OF 1/4.6-20*3/4- U.S. W/ 7/11'*x3/37* WING
<br />NUT OR 4 L=3/;4 MI.. THUMBSCREW MID TAPPED BOTTOM
<br />TRACK, III FASTENERS MAY BE AT EITHER OF TWO
<br />017TERIOR FLAT FLANGES OF END PAWL.
<br />(4). IN CASE THAT ENO PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (i... A STOP GAVE IS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SMALL BE CONNECTED 70 BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE (3) ABOVE AN SUCH CASE, CONNECTION OF
<br />PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION,
<br />t INSTALLATIONS ONLY VALID FOR WIND
<br />SPEED UP TO 170m.p.h. I
<br />ENGINEERING
<br />Page 2 of 2
<br />All American Shutters and CAm - USE Galvanized Steel Storm Panels
<br />140 33% Increase In aftmble stress has bow Load In the design of this produM
<br />Separation from glazing to not required for WoWWWo milaide of wind zwo 4 end womW fadNes.
<br />Impact Resistance:
<br />LOW Impact Resistance has been deenonsh as, evidenced In pf*WoLi* §Med NO report(s), end Is
<br />accounted for In On wokwwft deelp of"Alls product.
<br />Wind Load Resistance
<br />This product has been designed to resI Wind Weft as indicated [nine spenedheduls(s) an the
<br />respective Product Evaluation Document 0e. *ngkwwft draggAft).
<br />Installation
<br />Tits product shel be Installed in sift emomms with Its respective, Product Evalundw Dominant #.a.
<br />erlpineeft drawing), along with al componervis noted theren.
<br />Product mrSponents sinall be of the mated" specilled In that product's Respective Product Evalustion
<br />Document 0e. erginageft drawing).
<br />Lknitations & CondWons of Use.
<br />Use of this product shel be in Strict accordance with the respoclive Product Evoka" Document 0.e.
<br />ongfrPronni; drinving) as noted harem.
<br />AN supporting host *hKWrn Shelf be designed to raislet all superimposed beds and shall be of a mdardal
<br />IEA In Uft product's, respective anchoAr schedule. Hod Istruchera, conditions which we not woounbd for
<br />In this product's respective anchor ad MAN shall be designed for an a sk*4p*dk b" by a registered
<br />prosssbnW -0-
<br />AR oomponervis which am Permanently Installed shall be protected against oonvelon, conlarninvilm, and
<br />other such damage at BE Ornes.
<br />This product has been designed for we WNW and oulskle the High Velocity Hurricane Zone (HVHZ).
<br />Respectfully.
<br />NC •TryL
<br />47
<br />Frank Elennardo. PE
<br />EmOINEERm EVIRSESSES
<br />#PE0046549 I Cert. Auth. 9995
<br />160 SAW 12'- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354.0660 1 (566) 396-9999
<br />TEAM 0 ENGINE! MINCE XPRESS. CON
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<br />_'3 -L. 20-31543
<br />�•r• L.:-PRIM:.
<br />INSTALLATION
<br />INTO
<br />DETAILS FOR
<br />POURED CONCRETE. CONCRETE
<br />SERIES 2000 E-Z HANG STORM
<br />BLOCK AND WOOD
<br />PANEL
<br />STRUCTURES
<br />POUM
<br />_J/ 4 -0 TAINDON
<br />Ac.
<br />ANCHOR a Ir* O.C.
<br />Ales TAMN
<br />114.1' HEX HEAD TIEK
<br />---licnor
<br />ANIA w
<br />,
<br />___#14.1 ND HEAD YEN
<br />ANCHOR 0 12* D.C.
<br />9 3/4, FROM
<br />EDGE OF (D
<br />SAW 06C FUSSY
<br />or
<br />Z,*
<br />1/2
<br />1/2
<br />To OLASS
<br />= SAAA POP
<br />POP
<br />RIVET
<br />(D MIAMI!
<br />VAX
<br />As
<br />MAX
<br />PWNZL LENGTH
<br />is. sx�
<br />PANEL LENGTH
<br />1 11 MIA.
<br />1 70 GLASS.
<br />OF V
<br />sex
<br />OFIV f
<br />L
<br />W4'0 TA1PCO11 ANCHOR
<br />12* D.C.
<br />1/4-0 TAPCON
<br />WOOK)
<br />ANCHOR 0 12' ca
<br />CoNcitm BLOCK
<br />$MQLWM
<br />REOLMO
<br />%MIMI
<br />SCALE 3/8-1
<br />A AM
<br />All NO
<br />N A7 I FZjW
<br />SCALE 3/8-1-
<br />MwwNl
<br />MIN. PANEL LENGTH
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.SD. DESIGN SMALL BE 2'-8*
<br />PRESSURE RATING +/ 40.0 P.O. AND 6' -0" MAY
<br />PANEL LENGTH.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />FLORIDA BUILDING CODE (Non III Vence fty Hu
<br />mo. 44 157 24 GAGE GALVANIZED STEEL STORM PANEL
<br />STATE OWMAL PROTECTION
<br />4�T�ILCO,.. PRODUCTS. LLC.
<br />4M %.W. 5 WARM
<br />-.1 - MAL ALINI.
<br />one Zo"),
<br />MEMBERS TO BE SOUTHERN PINE No 2, Wl SPECIFIC
<br />m I.
<br />RANAL AL �
<br />FROM- (NMHss7SM, JAII,
<br />20-175
<br />DENSITY OF 0.55 OR EQUAL.
<br />off##WA
<br />CL= HP
<br />I MM
<br />0MARMS
<br />t
<br />UNIEVIIATE
<br />A• PtA
<br />I!= L
<br />Imm Is IF AN
<br />7 ALL AMERICAN SHUTTERS AND GLASS '
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />WIDTH UNLIMM
<br />(PEAR TO PANEL SPAN)
<br />TYP.
<br />TYPE AS REQ'D) SECTIONS
<br />OPTIONAL 420 STITCH
<br />BOLTS WITH WASHeRED
<br />WINGNUTS FASTENED 4
<br />OVERLAPS 41 MIDSPAN1.
<br />APPROPRIATE SPAN TABLE)
<br />PLAN V[eW
<br />BOTTOM AM
<br />TYPE
<br />REQ'D)
<br />MWAY BE AT 7 0 IS"
<br />TYPICAL VERTICAL MOUNT ELEVATION
<br />N.T.S.
<br />ELEVATION
<br />TOP MOUNT
<br />I— ___
<br />LATH
<br />I
<br />REQ'D)
<br />\ ,
<br />I
<br />BOTTOM
<br />wrTRUCTTON
<br />AS REQ'D)
<br />(LOCATION MAY VARY)
<br />TO NT
<br />t1AS
<br />REQ'
<br />BOTTOM MOUNT (MPAH
<br />(SPAN BELOW
<br />TYPE AS 1115q'D)
<br />OBSTRUCTION)
<br />PANELS MAY OLNCYrCHEOAS REQUIRED,
<br />n1%AL.4'.11) STITCH
<br />WASHERED
<br />PROVIDED THAT MNNECrIPAT AND
<br />0 1 ANCHORS ARE USED WHICH SATISFY
<br />W114GNITS FASTENED 0
<br />SPANS ABOVE A BELOW CIREFTRUCTION I
<br />OVEPU-S 0 MIDSP&N (USE
<br />APPROPRIATE SPAN 5M
<br />VERTICAL MOUNT ELEVATION
<br />/1� (NOTCHED PANELS)
<br />/ N.71S.
<br />\I
<br />ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />24 GAUGE PANELS
<br />MINIMUM STORM PANEL SEPARATION FROM GLASS
<br />(MV14t. WIND ZONE 4
<br />ISSENTAL FACILIT"
<br />MAXIMUM
<br />DESIGNAIIDWAeIf
<br />NIISTALLATIONSLESS
<br />INSTALLATIONSGREATER
<br />PRESSURE
<br />SPAN JLPUI)
<br />THANWASADVIGRADE
<br />7MM30'AWWGRADE
<br />(PSF)
<br />In
<br />2ml6lr___._.
<br />"DAN
<br />BASE
<br />I i-D .
<br />2161.
<br />..
<br />2_16.
<br />./.So
<br />is
<br />"in
<br />2.16 In
<br />BOB 1.
<br />ii� A
<br />612 An
<br />609
<br />2S3 III,
<br />,/.AM
<br />212 111
<br />DFAN �.&MtUUI_rz NU I Lb:
<br />1. ENTER SPAN SCHEDULES WITH NEGATIVE OISION LOAD 6 PANEL FASTENER SPACING TO
<br />DETERMINE MAXIMUM ALLOWAKE STORM PANEL
<br />SPAN. SCHMXU IS ACCEPTABLE FOR M WITH
<br />POST" LOADS LESS THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOA05.
<br />LN
<br />ADD, N ON WITH ALL TM EXTRUSIONS
<br />STUDDED ANGLE ETC.). USE 6.25'
<br />PANE, FASTERERSPACING TABLE VALUES FOR
<br />ALL -W- AND 'U'-HEADERS (INCLUDING BUILD OUT
<br />CONDITIONS).
<br />3 LINEAR INTERPOLATMN BETWEEN LOADS IS
<br />A&Fri;iii ormeRwise USE NEXT HIGHISIR WAD.
<br />I. ENTER SPAN SCHEDULE WITH POSITIVE OMGAN LOAD TO DETMMIME
<br />MINIMUM ALUCAVASLA SEPARATION FROM THE OPENING TO BE PROTECTED.
<br />2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY.
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE Mff HIGHER
<br />LOAD.
<br />3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF IESSWIN.
<br />FACILITIES IN ASTIM WIND ZONES I THROWN 3. THE GLASS SEPARATION
<br />SCHIEDULE IS NOT REWIRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED CMUNG IS REQUIRED.
<br />f
<br />MAXIMUM ALLOWABLE r4v"
<br />DESIGN PRESSURES'. mr.
<br />AS NOTED IN DESIGNI
<br />DESIGN NOTES: I SCHEDULES
<br />POSITIVE AND NEGATIVE DESIGN PRESSURES CALCJ)LATED
<br />FOR USE WITH THIS SYSTEM SMALL BE DETERMINED PER
<br />SEPARATE ENGINEERING IN ACCORDANCE WITH THE
<br />MORMNIFION100% PH"MrANADSCIAPTER
<br />1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN
<br />01, UAL TO THE POSITIVE OP. NEGATIVE DESIGN
<br />PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY
<br />ASSEMBLY AS S N.
<br />GENERAL NOTES:
<br />TK5 SPECIFICATION HAS BEEN DESIGNED AND SHALLBE FABRICATED IN
<br />HAS BEEN USED IN THE
<br />E PROJECT
<br />OSH L PONSAILI
<br />To THIS
<br />DESIGN
<br />ACTOR,
<br />a BHA" BE WINE IN
<br />SPANS CORTMeo PAN CALCULATIONS AS
<br />BASED ON MAXIMUM TESTED
<br />11. TOP N BOTTOM VeTAILS SHOWN MAYBE INTEACKAHOCII AS MW
<br />CONDI I
<br />No "10WSD[= PANeLSMAY&EMOUN eDVER71CALLYOR
<br />PIZ Y LICAW.A.
<br />12 CoNcftTE,NMORSNOTOOMMNSWALA.989MAMOSOM
<br />NON -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER
<br />KAMUFA RERS OMMENDATIONS.
<br />13. T4W CONTIA
<br />AC% ASI1 ROPONSIOLI TO I�NOSVIATII OR PROTICT ALL
<br />MEMBERS FROM O&SN.V MIA - TO " "I P.
<br />ETA � To A RVITE SHOWN ONLY. USE Of THIS SPEa CATION
<br />3110CPANIFIES & EAVES HARMLESS THIN ENGINEER FOR ALL COST A DAM GeS
<br />INCLUDING ALPENA, 11 FEES NEE
<br />' FROM MATERIAL
<br />, C.. N'CPRACTI ES BEYOND THAT
<br />FABRICATIOk7 ' e C
<br />SYSTEM eAA
<br />tv"ICM a CALLED No NY-:-C*AN STAYe'T �U`-
<br />CAB Coces a FROM
<br />OEVIATWHS OF THIS MAN.
<br />15 EtCE"A$eXPRMLYP MERION NO ADDITIONAL
<br />CIATTIFICAMNS OR AFFIRMATIONS AM I NT§NblV.
<br />Is. ALTERATIONS �DIrION&ORO"lRMARCNGZTO�MUM�
<br />ARE
<br />NOT PERNIMb AND INVALIDATE THIS CE012MCATION
<br />11. PANELS MINIMUM OF(1)LABEL
<br />VISIT ECALIC.110131"S
<br />WpT
<br />Z;V�211IVABLE SPAN SCHEDULE
<br />Z:�
<br />O
<br />le
<br />3mmil
<br />3E
<br />Top mom
<br />W H"dw I v* 2r
<br />fluddoul *Lr Hood. cr ZY 20"
<br />24 HANNA (or, 2r 1 2 ar r ti
<br />1111 31` if" 33"
<br />my
<br />at•_"r 711`
<br />SUNIAVAgAPAINAMIM-013 2r Zr IT* I 313P IT 7ir 11". sr
<br />MPNN 4. W ar 2,r 30,
<br />_v_ 4�
<br />Inc"
<br />sr
<br />A, _M1 -Ior
<br />rR
<br />Cow,TRIAS I III, AN, lo PAWL �TAAS a" IN. TIDY wn. IN 1Aft9 - An No"
<br />A
<br />X
<br />LAST PANEL "I-.
<br />PRADMINMARAUH,
<br />Uj
<br />III PH - I WAIIHIAW W!AAANMUtaHrMW `
<br />ONNASIDE rAQ
<br />A- M,,AI,IAN SCR,`I
<br />(coMPAI
<br />lImmm " AI'McIg"
<br />/AA`TYOM` PXNANT
<br />(A:,x*iYYAvAs
<br />no.) As
<br />2. W sA.
<br />aggggrugm COAAAA.Aft is NeWMAXI Ig,&N AMB. � is �Yeg - YHI, NR,rH,H*
<br />� NQUNYRRI OPINNATIM Allow.
<br />I MHgM1ARIAIQQMJMAAUAW1
<br />RD se -TUNA FROM GLASS S',ALAt PAR DIFTAIL ARMED T" lkn� MOUNTING cc`PN`1 A. = fi� am") AND )." PA.", a ScTH . IANQ IPS TAI AX)TN I I" AZT=
<br />'Asn'Almo la.rmon-c
<br />(D20PTH1QN&AL.INTERI0R FASTENING DETAIL
<br />N.T.S,
<br />waoD ARAMAIC-
<br />IN)"a ANUARIL)
<br />AL EGRESS PANEL DETAIL
<br />INTERIOR FASTENING
<br />I
<br />OW
<br />r=20-=31
<br />I'_2 250,
<br />0 094"
<br />'2 AI"
<br />O'U i
<br />q4
<br />0 4-
<br />0.12S"
<br />IDGA
<br />GE2. TYP. TIP T
<br />4 EN
<br />0. +0 001164;
<br />ale
<br />1.91(r 1,030" �O oe� mi, 21000,
<br />.06 3Wj
<br />40 TYP.
<br />250m -4 2.000- 1- 2.000'
<br />2. Dow
<br />d
<br />SULD-ASALIT V HEADER 1411
<br />9
<br />3.380" MAX.0 313" Pa2l
<br />1.S1DAJI.56O4-sic 013651-
<br />0 5
<br />As Of
<br />14.075' PANEL LEN "?TT
<br />%.n, 0 3SO11 S_F
<br />0,179'-
<br />12.500 ...... COVERAGE
<br />4"1 - .4-SAY DERICMN ASEA,
<br />lrzo g, I L
<br />0.01101 ;,. ROLI,,�UA.)Wj
<br />TYP A, 9"
<br />0 376" AN
<br />T1
<br />In
<br />111C
<br />0WCTWN 12
<br />_D.12Y' RAI 0,
<br />A, -1. . * MIAMI
<br />r I PIA X. OVERLAP .25'KAX.
<br />6A) C*"NN G`021241 WAN' A3.IEASY_TN , �77 .1: 1: 1 �: 11 23MAX.
<br />MAX,
<br />LIJ
<br />BUILD -OUT
<br />OISTANCE
<br />1.000"
<br />I rn_i)Z�.Tn
<br />6a
<br />"Frf
<br />TYP
<br />T N
<br />4211
<br />0 L
<br />EMBED
<br />;;w
<br />ri^I'r:
<br />3.62(r
<br />MAXMAX'
<br />_15:_/
<br />2S' MAX.
<br />1.500,
<br />MIN,
<br />I dill
<br />MIN,
<br />MLLLCORRERCk"ARMAL SeD ".1 11"
<br />O 0 1 a milli
<br />HT"
<br />ANCHOR SPACING SCHEDULE:
<br />24 AIR UGE PANELS; PANEL FASTENERS 0 il, S" O.C.
<br />2.3" BIDGI! DISTANCE
<br />MAN �N
<br />P*vs"=
<br />114711 IE
<br />SPMUPTQ -a-
<br />SAP AKUPMAY
<br />SPAR UP TO 1 .1
<br />CONN TYPO
<br />0 C2 C3 C4
<br />CUBAN Type
<br />CA C2 CA C4
<br />MIAMI Type
<br />C1 CZ CIA C4
<br />31.4' . 1.2140 OA� ,y2_
<br />01WALTuLTW04 41
<br />46
<br />12.5`1
<br />16.01, 1+x,
<br />9.9"
<br />a.511
<br />26,01,110.2
<br />A
<br />9
<br />12.Sr'
<br />16.9* 11.8
<br />IS' 12.
<br />i-2 -v
<br />!Ga. 26 F
<br />So
<br />1 1 5*1
<br />19,91, BA.,
<br />5.4- 112.11"
<br />16.0- 8.1'
<br />5.4"
<br />194" 9.2-
<br />.1:
<br />1
<br />jLL
<br />IM S.V
<br />&4' IS 9'
<br />115.0- 61'
<br />L4-
<br />12.5*
<br />ISO* Ll"
<br />514,
<br />LIS ;
<br />16g, -
<br />-•16.01
<br />12.'r','
<br />1.11
<br />5.41,
<br />11
<br />33
<br />22.511
<br />Is.d. 36.0-1
<br />2110.
<br />.2 9
<br />1 a ILIF'
<br />1.2 W
<br />tS.0- 11 4"
<br />Wl"I
<br />OOlKT ULTRK*N 41
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<br />104
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<br />72
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<br />6.2F'
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<br />CoNer"I OWN TYPE
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<br />125'
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<br />ANCHOR NOTES:
<br />I ANCHORSOIEDULE APPURSTOALL PRODUCTS MRTIFIEPHEREIN, BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE SHALLAPPLY,
<br />2, ENTER ANCHOR SCHEDULE BASEDON PANEL FASTENER SPACING, THE EXISTING STRUCTURE
<br />MATERIAL, & ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPANS ELEa
<br />CONNECTION TYPE WED ON APPROPRIATE MOU N71NG CONDITrON (SEE MOUNTING DETAILS ON
<br />( D ANGLE ETC a LD" O.C. ►ANlL ASTE NlR SPACING TABLE V WCS POR
<br />ALL I'- AND "U'-HEADEqS 01 No 01.1 LDO CohcmcNS) 1 ENN13 OU LDO 4, ANCHORS Be IN TALLED IN ACCORDANCE WITH MANUFACrURERS'RECOMMENDATIONS
<br />S. HOLLOW IIL= HOST STRIUCTURe SHALL CONFORM TO ACTH C90 kOM
<br />6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE,
<br />7, MINSIMUM EMBEDMENT AND ISCAGE DISTANCE EXCLUDES STUCCO, FCAM, BRICK, AND OTHER WALL
<br />FINISHES. WALL FINISHES SHALL BE LIMITED TO t/4' MAX 09 SHALL BE VERIFIED BY OTHERS TO
<br />ADEQUATELY TRANSFER. LOADS TO MOST STRUCTURE.
<br />S. CONCRETE ANCI-ICARS NOTED HEREIN SHALL BE EMBEDDED TO UN-CRAWO CONCRETE ONLY.
<br />9. WHERE EXISTING STRUCIURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD
<br />VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
<br />SO WHERE ANCHORS FASTEN TO NARROW PACE OF STUD FRAVIIING, FASTENER SHALL BE LOCATED IN
<br />CENTER OF NOMINAL 2' X 4- (MIN.) WOOD STUD EDGE D167ANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING). WOOD STUD SMALL BE -SOUTHERN G-OSS OR GREATER DENSITY. LAG SCREW
<br />SHALL HAVE PHI LIPS PAN HEAD CA HEX HEAD,
<br />I I REMOVABLE ANCHORS ARE: DEWALT PANELMATE, ALL-FOWTS 501-ID-SET S, BRASS BUSHING.
<br />JZ MACHINE SCREWS SHALL HAVE 11r MINIMUM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFERA OTHER
<br />RICO) U.N.O.
<br />HeV It
<br />13 MJPGMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR WALL FINISHES.
<br />14. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />": DIRECT MOUNTING CONDITIONS.
<br />LLLINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES L15TEO ON
<br />SHEET,
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|