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<br />ENOINEERINO EXPRESS
<br />PRODUCT EVALUATION REPORT
<br />.S9aptamtMPr 15. 2020
<br />Application Nurritter iT g 1 - RZ
<br />EX Project Number 20.3E543
<br />Product Manufacturer All Alrisntan Striders and Glass
<br />Manufacturer Address 1540 Donna Road
<br />VW%l Path Beech FL 33409
<br />Product Nance B Desc,iption. 24ga G8NJaNZed Steel Storm Panes
<br />Large A+ssfle Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evaluation Rgmn Is being issued if accordance with the reglaterr�tts of Iht Florida
<br />Department of Business and PTatossronal RrgWaaoo (Florida Bulling CarlaTess,ohn Rule Cnaptel
<br />61G20-3 005. F A C.. fwstatewde acceptance pet Method 1101 The product rimed anovve has been
<br />d as summonZed herein to show compliance we Flonds Builds Coda leafed elld2tx evahlelN unxne 1
<br />OTITf� with the Building
<br />ntot B purpose Hnandad N least equivalent b that required ttr -
<br />Seventh Edmun 2020 and Nir6 M
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<br />Re-evallJelibn at th16 Tx 3d uct shall be ra[puxed following p3AIrR9rR ode Buklulg Carla rrasAhtNlt trtas
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<br />Substantiating Data:
<br />PRODUCT
<br />ODUC E AL-UATION QOCUMENTS
<br />Ex rhalvHlg 920.31543 fined 24ga Galvanized Steel Storm Panes (HVHZ 6 Non•NVHZ)% thee" 1.5
<br />prepared Uv EnyTmerniff Express signed 8 sealed by Frank BPnnWdo.. P.E Is an ttlegra part of UR5
<br />Evaluation Report-
<br />• TEST REPORTS
<br />Uniform stark structural performance has been tested in occodance with TAS 202 is`5-t ntAndards per lest
<br />repeats) #RBT-ASG-/7.001 by BSackwater Testing. Inc
<br />Large mistpIe, impact ftnrstar ce and click loading Performance has been rested to accotdance wrlh TAS
<br />201 and TAS 203 test shandands par test report(s) ItlBT-ASG-17-M by Biacswater Testing Inc.
<br />. STRUCTURAL ENGINEERING CALCULATIONS
<br />Sriucfural enldlnaonng calcuIntronts have been prepared which OVAkAalt the ptoduct haset: on
<br />comparalilve ands, ra8onat aharysrs to quagi'',y the toaaeong design cnterin
<br />I Maximum All wahie Spans
<br />2 NtriHrnum Allowable Spars
<br />3 Mina nrn, Glass Separation
<br />4 Anchol Spacing
<br />160 SW 12`" AveNul SUITE 106, DeERFEEIa St ACM, FLORIDA 33442
<br />(954) 3 54 .0660 I(866) 396-9999
<br />TFAMES_SENG1MElRINGEAPRE55.CGa
<br />ENGINEERINGES vo a I S. CON
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<br />All Ilmdrlcan ShwicFS and Glass - 24gs CJallanized LkM Storm Panels
<br />No 33 % ,nerease in allowable stress tras Deer used in the design of this product
<br />Separation (Tom glazing is not towrod Tar olstaRetaons outsde at Wind tone 4 and ass-ntal facrii
<br />Impact Resistance:
<br />Large Impact Reslstanco has been denenstralled as evidenced In pxevionsty listed test l ot'Alrt(si, am ,s
<br />$,,counted (or 1n the engineering design or thus product
<br />Wind Load Resistance
<br />This product has twen de6Tgnad to Iestst vard intids as Indicated in the span sch Adule(s) On the
<br />respective Product Evaluation Doc ntrAerif 6 a englrPeering d(awHlg)
<br />Installation
<br />This product shag be Pnaiailed in sUncl comphari with its respective Product Evaluation DocLrnent (, e
<br />ongli lee ing drawing). along with all comDonents noted that ann
<br />Product components shag be of the magena! s) ':bled in that products respective Product Evaluation
<br />ODcumerd (i.e engineering drswlrlg)
<br />Limitations & Conditions of Use:
<br />List^ of the twIduc:l shall at In Rhk:t accottlanre "a the respective Product Evaluation DocumerH it P
<br />an in6ehP7 Uraw was hraD
<br />All sipponlnq host 0ur�hB'es shaLi no d(P Pgrled to rmsl all Superlrrt Hosed lriids ;and shag be of A MaNus.al
<br />Wed in this product's respective anctror schedute 1HOSI SIrueture condlkons which are not accounted for
<br />in this product's respective anrt'ILM sctoodula ,LhaN be designed too on a site specific basts try a reigrsteTed
<br />protasslonal engineer
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<br />All n which are ma IHR ms(aaed s a be protected a sl w can -ins Or pane pre h 9
<br />rrHmr, such damage all as times
<br />This product has been assigned for use 3Nrinln and outsae the High VOICKAy Hurricane Zone p'tVHZ).
<br />Respectfull3 .
<br />Frank Bennardo, PE
<br />ENGINEERING E7TPRFs3"'
<br />OPE00465491("an ,+tulh 499<
<br />160 SW 12'- AVENUE SUITE 106, DEERPT!i BEACH, FLORIDA 31442
<br />(954)354-0660 I(866) 396-9999
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<br />I INSTALLATION ARE ON.Y VAUO FOR MAX. AS.O DESIGN SHALL BE 2'-6'
<br />PRESSURE RATING -/- 40.0 Pat AND 6'-T MIkx
<br />PANEL LENGTH
<br />2 FOR NEW WDOD FRAME COMSTRLRvraCIIN AKNOO
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<br />DESIGN PRESSURES:
<br />24ga GALVANIZED STEEL_ STORM PANELS �HVHZ & NOW HVHZ) ' _ IW k- -
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<br />F°0S1T1vE AND NEraA7:lVE DESIGN PRE53URF5 CAL „tfLATED
<br />WIDT H VNLI MI SPA FOR USE WITH Ihi5 51STEM SHALL BE DETERNIMP PER N I" ° G
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<br />MtOROJVICE MI°nTH THE ALOVIREE'Y�ENDE OFNTt1�E liORAMC jaAIJL AVOEi� iPDTEEO IN oW -'•
<br />SE _0% ED1nCN 2C2DS t LIBE IR14 FOt AAD DUTa1D€ OP TXE i,PINz Pfa 10 0
<br />B Ili � L hAN w_V TAS 201 :I AMD 30B T1 ST FROfOCO LS COnTNACTOR E.NAI.L SNVE5ITIGATE
<br />Jz ;;�1{I8 AND OMFOBN TO ALL LOC ILL tiUnDDIG CODE AMEN.UM Vt.. KAr
<br />'r, zr q � � ALI, 1 AD DtMNNAALTSNCRTlNtRUk BEYOND AS trE-S"ECIRC SF EO IJC4#IHRTED M. H.AY RL1f7B1[ N
<br />�R a NO 3}1130 1NCREASe IN ALLOWABLE BIli HAS BEEN USED 1M 1NE
<br />iK K - r DENGN OF THIS SYSTEM. g
<br />3. IKE ARCHITECT/1 NGINUP OF RECORD FOR THE PROJECT
<br />- _ Y A SUFEASTRUI-ruRE Witte WHICH INS DESf6N IS USED SMALL W RESPONSBILE 0 -
<br />T-1iP--THE INTEGRITY OF ALL SUPPORTING SVRFAtY TO THIS DESIGN WHICH
<br />A If-t , T _ SHAIL BE COORDINATED BY THE PERMITTING COM7RAC TTR4. Q 1.
<br />SEPARATE YTTL-spec IFIC'Stn,rD twite291Rri SrYALL N RDpQO IRtD IN
<br />t 3 r5. CRDtf TO OvfATE FROH LOADS DERtCRp4., Oa SPAS COMTA42E0
<br />BLrTTCY4 MOUNT t ( I HEREIN, CONTACT THIS EN 012M FCA 4LlTRHATE SPAN CALCULATIONS AS � � �
<br />{DOPIN TYPO
<br />0.S-J \ t NAY Re REgUTPED ' R
<br />FEO'D) 9 THE SYSTEM aPTAIteG tle"E]R IS OENERC AMC D NOT PROWDE 1 V" t Z
<br />ga•":g ---- IHFORNATIJN WOR 4 SPECIFIC ST FDA SRE Gn DMMIS DOAPERtNT MON W F I "
<br />7 1H to .AU Al ON REIN A CO DE nE Rak
<br />G
<br />] E NDiri a DET LE [ LA SE NCI € RL'GESfERE� �y3!
<br />MAY DE Al T `. �-„ ; 5 rA PrE1Tc0 'N IK `TNI Nt 31TE Behr IP1C DOCIMrN'rS .OA VRF IN L �'� ' ¢
<br />un14 MCP J M1H' "n t rl N7
<br />B 0(.Y7"TIX°7�
<br />G T n IE Crab t
<br />6. bP 1LN P'REBSURES Nd'rED HEREIN ARE eF1_C0 . Pd tEA'd�lN UM TE_ E..
<br />I TYPICAL VERSICAL MOUNT ELEVATION PH I.;tRE5Lr1'70'EDlr AI.ISFVETv FACTC'A
<br />T. ALL r, 1TI11I'RR$y T ' BS,ET I oA ONEpYee EA,L'ir,,R jt Z �JHIE:'r4 NOTeb � � �, � � ��,
<br />H T'T. ELEVATION CT EW1YrSI PA"STEE1FR sN ALL B'E KADNIL,H eLA9'EfI OR r TF.IRWF 3i; "-^' 1'' i
<br />CT)" LSVOPr PE:a L57ANT MATERIAL ,AND SMALL C C"LY W--rrH'SPECTF'ICATICMS 5+
<br />MR UH NIUN$TR UCTURES'sEemn 330 THE Ar-UMINrAI Ass "AT#ON, �. ~ p n
<br />INC NAVY APPLICABLE FEDERAL, STATE, AND(Or LOCAL CODE, 3
<br />1' F � -x T*�Rrt a SMALL 4r:P s ar 182 "
<br />i
<br />1 aN.-IPJr e AL1s P neLis AL stir TRts-1 , +
<br />VS ax OC
<br />R STORM PANt15 SHP4L '7JN FOfW LC A6TM AC }35TRLLi-F4RAt UALITv
<br />rLanTN rrRti a
<br />A. a.E Q'O1 I (SPAN A11GwE nTH'L_ CAD Gw-vAi172tD CVAT1Nc WIT, A NIMIN UM ty.481 Nat W
<br />S'RL'CTitiN) .N AIaoni.MME,A]SE. 1DN55HAL45E 6062-T6AWMINWNLOY. at -
<br />i UNLESS NL Om DerAl Q
<br />TOA B BOTTOM DETAILS >,rtiYlN MAY BE [MTA1#C n4kGE0 AS:TELD
<br />SOT POM I to DITIANS DICTATE PANELS MAY BE MOUNTED YEKTMALLN OR J
<br />to
<br />45 AALICAWA, J
<br />GJNT 1 12 CONCRET! ANCNORS NOISO NBIEIN SMALL SE NN!®UED TT+ Q'
<br />�_ (CNN TTf - N[N-CRACKED CONCRETE ONLY. INSTALL +SL CONCRETE ANCMURS PER
<br />qZQ: "ANOFACTURERS REcOMMENDATTONb. 'I� 0
<br />r t; 45 32. THE CONTPACTOR IS REMNSLO" TO IM4LMTE LRa FNC'TECi ALL '� R' � III
<br />y tTs - T MEMREPS FWJH DrAiM1LAR NATBl1ALb TO AREVENT ELEOItOLYM g .,i'�' d
<br />rTj O15iRUCTT•DEr 14 PFBINF€R SF/LL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN A5 J��J;j
<br />yy
<br />�� -T 4LOCATION MAY Vain) SH0 All EUGIN IAS OF Tn15 SPECIFICATION SY CIJNTPA{TOP.-TI-.I B@i
<br />RA 2: INCCr4NIn15 a SAVES HAPMLESS T S MOft OL POR ALL COST N OAAA
<br />N � INCLIg3ING LEGAL FLEA- b APPELUTE PEEb NE4.ULTN16 FR1W4 MATBLIRl 1
<br />(4 a > \ TOP MCUFiT FA9RICAT•IGn, SY>-TEM E0.ECTION, 6 CONSTR'1CTION MULTricu f kiL D TiMT"
<br />14,
<br />t� , I -n M CAL FOR BY LOCAL STATE, A MF RPL CODES 6 FROM It`ANN TY'PFOMA.TIOKS OF n 5 PL4NhS q�'p) 15. EACCIPT AC lxPRntSLY PROY1DeD Nei ES t/, HI ADOP'lloNA6 IIaliIIPICA110 S CF AMPINIATION5 AM rNTENDErJ. �I38., ALTO.4nOVi ACUTTTDNS GRMHOAMARKIAG FOTAIE' dereHr d P
<br />Ir ARE WIT MC kM tTrEG AN Cr urYALOAT[ Tn191:tPrOICATICe N®
<br />rA SHA. fPfiOVA YU LEOW HAM Ma11JM OF II'u,AREL lE :17.NE 3 EL C E gilt ! R" I IBOTTOM FgUNT AOO $PAN BEIC}YV AERSPAN F PELT. E PERMA NG THE FOLLLED : NIA MINAT UM p�y, 'TYPB AS aEQ'0) OBSTRUCTION) ALLAMIRICAH 6NrfltSAND GLSS PI a
<br />WE'5T PALM BEACH, R }pI
<br />PANELS MAY BE NOTCHED AS REQUIRED. OPi1OPAi-" oSTITCH q,` TA 101 P P610411.TAS
<br />ODAW 1a1/AL XU1f BER a afirBP+r riMRx
<br />PT.OIliDEO PLAT CONNECTIONS AND BOLTS lN1TM StiA_Sf1ENPO-11
<br />JU•Y+fOk7 ARE USED WHICH yFLTISFY WING NUTS FASTENED 0 ,�Q'.iT��.3
<br />S'PANSABOVE i EEL61.1 �SIRUCTION. a''�Ll"S 9 HTCOTFI (U=€
<br />IIPPRCNRRLitE aRANTABLEi VISIT ECALC.10)11543 0114
<br />VERTICAL MOUNT ELEVATION w P`A'' n a=A-T,3 ,(NOTCHED PANELS) .&I I-
<br />1 N T�VAn(%U iLALRI r PLAMKRB•artL.aFepL-----f 1
<br />ALLOWABLE PANEL SPAN & GLASS
<br />RATION SCHED
<br />ULE:
<br />ULEA D
<br />'A
<br />. GAUGE PANES
<br />M N"RUAI "'it"- s
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<br />IMUM
<br />`MAXM U
<br />DI IN N
<br />rl iAr Alr!
<br />At :AYARIl � 1 IN 1r53•
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<br />r451 LU IN I I r
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<br />2990
<br />SPAN SCHEDULE NOTES:
<br />1 ENTER SPAN SCHEtESWtTHN ATIr=
<br />DESMN LOAD B PANEL FASTENER SAACTN, iC
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANE
<br />L
<br />SPAN SCHEDULE IS ACCfRTABtE FOPUSE WIT), ,
<br />w05tTflvE LOWTMAS LESS NOR L43L TO
<br />MEGA RVE DESIGN LOADS
<br />2 "PAMEL FASTENERS ARE STUDS U5ED IN
<br />T1 M A TIWI EXTRUSIONS
<br />CONJUNCTION wR a MDUN a EY U574afS
<br />"FT-TAACA STUDDED AWGLE. ETC,) USE 625
<br />0 C PANEL FASTENER SPACING TABU VALUES"
<br />ALL 'H'• AND'Lr-44EADERS tINCLUDING BUILD 05:7T
<br />rnrVDmoNs.
<br />3 LII4EA44INTERPOLATION W,vv" LCAL'S IS
<br />ACCEPTABLE. OTHERWISE rlSf NVO HTGKFP WAD
<br />GLASS SEPARATION NOTES:
<br />ALNIMtVIER SPAN SfEDULE WITH POSITI
<br />VE DESIGN LOAD
<br />D TGDEERMIN
<br />UM ALLOWABLE SEPARATION FROM trfF OPENING TO BE PRGTKTEDE
<br />SCHEDULE 15 REQUIRED FOR USE WITH POSITIVE LOADS o/LY
<br />INTERPOLATION BETWEEN LOADS ES ACCEPTABLE OTHERWISE USE NEXT HIV"ER
<br />LGAO
<br />7 Fop
<br />INS A1tATT(ANS OUTSIDE
<br />Of TrrE s I.l#D OUTSIDE OF ESSE,,.N
<br />AACELI71E5 IN ASTM WIND ZONES 1 THR[}tAr>H a. TJ}E CLASS SEPARATION
<br />;CMEDWE I5 NOT REQUIRED AND 110 MINIMUM SEPARATION FROM THE
<br />)'ROTE "T D POIDOING, IS REOUIRED.
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
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<br />2.3' BDG! DISTANCE
<br />- I
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<br />16 0 5 7
<br />-
<br />1 2
<br />12.4'
<br />1 1"
<br />6d 1,
<br />tp.l' ri.Y
<br />69'
<br />61•
<br />1 29"
<br />125'
<br />36 (1^
<br />fit
<br />8. 1
<br />0-1'
<br />S ♦
<br />S.4'
<br />12.9-
<br />12.9•'
<br />Ia0 61
<br />16.0 as
<br />5."
<br />S.,"
<br />11..
<br />15.d &1'
<br />S.r
<br />1L 5'
<br />36.0-
<br />bl'
<br />s.r-
<br />13.5
<br />16 a1
<br />s/'
<br />'1•, :Y RIN xi
<br />ANEWMT MLTPAC9N +1
<br />.TL,
<br />H
<br />Ir� 92
<br />72
<br />12 S'
<br />S6.d 960"
<br />f6O"
<br />i2 S'
<br />Ib.FY'
<br />16A
<br />13.0'
<br />12 f"
<br />Ib D # # f
<br />1O F
<br />I r•'
<br />!h) 60
<br />1119
<br />1 i
<br />16 0"
<br />T.1
<br />.6'
<br />2 5•
<br />ld.n Zvi
<br />9.:.' F
<br />i r
<br />1 +
<br />Bd 1 9
<br />119"
<br />12f"
<br />I.
<br />139
<br />95'
<br />L29"
<br />160 IL9'
<br />91"
<br />l 1.5
<br />6ry 9'
<br />1 la
<br />,d'
<br />I_
<br />12 s'
<br />16,d
<br />159
<br />AS
<br />L2.I"
<br />#6.0 2191,
<br />S-5'
<br />12.5'
<br />16 a" 31,9"
<br />9.S
<br />125"34A"11.9
<br />0. V,
<br />1I.5"
<br />16.0 id 9'
<br />P, r.
<br />:
<br />1 .YI o s Rare 4
<br />! r .2
<br />ALLNLn9TS Shim SIT 42
<br />N
<br />48
<br />*=q.i t' 51
<br />72
<br />13.4'
<br />]6.d I6,O"
<br />1pd
<br />12 T"
<br />36.p"
<br />SB*'
<br />134'
<br />129
<br />4
<br />le p' I 0"
<br />R
<br />11 .
<br />79,4
<br />le.d• I&,Y,
<br />1>1.5'
<br />11. 9"
<br />14.V
<br />It i
<br />Ie.l"
<br />12.r'
<br />16.0' 12 s'
<br />10T.
<br />1}5
<br />]t S'
<br />160"Ise
<br />is.ri' f4,4"
<br />13.1
<br />12.Y'
<br />i25-160'
<br />it3"
<br />x6-6'
<br />115
<br />12,5"
<br />106'
<br />Ili
<br />125"
<br />/2.9"
<br />16 U'329'106"
<br />M&O. IT'S—
<br />10.6"
<br />12.5
<br />36.0 !. C'
<br />3[t6
<br />12.i
<br />S6.Cr
<br />12.5
<br />10-6
<br />1215'
<br />LBO 12.5
<br />10.6
<br />I
<br />:ra )3
<br />_ ♦ i
<br />48
<br />[X 52
<br />I2
<br />1d S'lfld']61T']60'
<br />72.5'
<br />160#60"
<br />Sb.C'
<br />t Z.5"1fl
<br />12-5"
<br />0"'2A0
<br />16 Q"
<br />15.7
<br />1♦�
<br />,r-
<br />12 S"
<br />12 ;'
<br />160160126
<br />160' f56'
<br />11. i'
<br />12 S'
<br />fa a #ai
<br />!! 1`
<br />l2 1^
<br />16 Lr!;L
<br />11 i'
<br />12 5'-
<br />t6 0' l5 S'
<br />I1 1'
<br />SLT'
<br />Ss-O-' I..,
<br />11.1
<br />12-5"
<br />i6. D"
<br />TALI'
<br />]1.2'
<br />125'
<br />I6 D• 39.5'
<br />IL F"
<br />12. T'
<br />360" SS.r,
<br />lit
<br />1L5`
<br />36.C"
<br />15.5'
<br />11.2'
<br />1:.5'
<br />160' 155"
<br />I1.Y
<br />2.5'
<br />®GE
<br />DISTANCE
<br />x
<br />"1,
<br />,.
<br />3
<br />�
<br />114' . ] U4• CMDI'D T-
<br />ALP. •:nix -II. 41
<br />As
<br />a=-- s
<br />]7♦' 11.111-1 MR, 1, 77
<br />T>Alr , IRwu1 q
<br />48
<br />Ft_..� 52
<br />E}
<br />32
<br />6,25'
<br />0,29'
<br />6.25'
<br />w2s'
<br />11
<br />1Z Y'
<br />10.1,
<br />a )•
<br />1•
<br />aid'
<br />16.d' 65' b T' 62S" 11.Y 6 25`
<br />I3 T" 625•' 95" 625•
<br />f 1 "I a25" 111. 625"
<br />SD4' 615" R3' 625"
<br />R9' i 5' R3 s"
<br />2 2
<br />I6 O' 75- T.3 1Z9 ]3.<^ 8,2" Z8' 62f"
<br />15.6" b.0' sA 625' fO.B' 4, 4.r/ 6 b'
<br />2 2
<br />10 3"
<br />9.4"
<br />9.3"
<br />4T'
<br />4 T'
<br />q '
<br />f2.D 48 5'
<br />10.1
<br />A 2S'
<br />6.2-1
<br />6.25'
<br />12.5'
<br />x2. S'
<br />A• ,YMHr T
<br />- / 3
<br />rTa SS -.4A, +I
<br />.a
<br />d-.........._ fill
<br />la :':
<br />liIF,
<br />13 8' 5.1' SZli p27'
<br />30.T" ♦ 1" 1 4.d 0.2S
<br />1D, 4 # 40"
<br />6,
<br />12s' + ?, 46 u25"
<br />LL7' 4,1' 1,9 Qz1'
<br />30.7 41" 4.0'
<br />635'
<br />1If,?" 4A' 4.0' G29'
<br />407" 41` E11 III
<br />I .'I" 4.0'
<br />O
<br />¢
<br />I:.- r , K ,Nils, T3
<br />1
<br />ALL 90prs soUO inn .1
<br />4B
<br />* A.1.'i!L 52
<br />�r��1L
<br />tIY
<br />' 4
<br />1pd # ] IIx 1Z.5
<br />]6 d' 9.7" 7S
<br />129'
<br />T'
<br />180 i 10'
<br />12.5
<br />16.0' 1 L T' 9.1- 12 E
<br />16 D- 7.IF 6,7
<br />12.5'
<br />II 7.t• $x
<br />12. S
<br />1 ' 7"
<br />6 7 9. T.e' 12 5
<br />a.D^ J T b
<br />3 .0
<br />t 2.S
<br />t6.D' J,7• 6.2 '
<br />12.S'
<br />2 .S'
<br />z
<br />16.0' &V 73` 12.5'
<br />T r•
<br />Sb Lr 62 1Z.S'
<br />360 7.7 Car
<br />ifl a 1 1 x
<br />12.9'
<br />u 9'
<br />160• 7,7' 61
<br />• 7.T•
<br />Lfl U fl-2'
<br />31
<br />mNAAI AA.. - a
<br />48
<br />52
<br />7i
<br />12.9'
<br />16.d' 6.i" 4.9 b.2S"
<br />119 A 111"
<br />625'
<br />fa]' 90" 1.7"
<br />12-S
<br />9.3 345 13"
<br />6.21"
<br />9,2 Lt- 1.3"
<br />4,25.'
<br />Sl.s' a,4' i1 62
<br />9.2 firs-12'
<br />2S
<br />6. IS
<br />6 S'
<br />Z
<br />1 b" 4 8'
<br />D .i 7 6,39"
<br />9 2' S' ].
<br />1 7 02S
<br />7'
<br />9 29' 7.1"
<br />3.2"
<br />i
<br />5'
<br />3/4- B G! D15TANC!
<br />--
<br />`
<br />'
<br />... e4 .
<br />AN Not C IRC!!Ua[
<br />TYR! !s►
<br />=•W"Y•u -, .-tM Irrr+
<br />,
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<br />WtIN IYfil tYP!
<br />Baal
<br />a � C1 CIE OR G
<br />WNa 1T►E
<br />rl Ci [3 t♦
<br />3
<br />uv ".- 41
<br />p--�� 48
<br />S
<br />`I
<br />t15`16
<br />C-.4,0
<br />11Y'12.5'
<br />6.0"l6
<br />P' 75`
<br />SS.S'
<br />]6.0'liA' 67"'
<br />t>r
<br />16tl L6a
<br />a6" it r•
<br />2601ISa'
<br />a1•
<br />l29
<br />]00"14 a" 0D'
<br />125
<br />1 ?" 16.0
<br />75- 12.5
<br />360'
<br />U7" 6A`
<br />12.5'.0
<br />1647
<br />1 3O'
<br />11 4'
<br />16 1&
<br />14.0- 1.1
<br />69' 12
<br />GO, 11.5
<br />15
<br />la I
<br />1 .T 6D
<br />1. T•' III
<br />12.
<br />12.5'
<br />180 54 d0'
<br />T
<br />160. 14 6IT'
<br />IIIA2 r[WNT
<br />M 37
<br />WO06:9CRIPM 41
<br />48
<br />9'2
<br />12
<br />12.5
<br />14.0' 16.0
<br />101" 12,5.
<br />1 0-
<br />t2. ,D"
<br />i T
<br />1 S
<br />L
<br />0'
<br />75. 70.8 42"
<br />1.2 S
<br />x CO' l 7
<br />1' 2 5
<br />a x
<br />1 6 0
<br />9, 7 " 5,. 6
<br />--
<br />li:s'
<br />Ss9.a` 5
<br />3 6"
<br />11 S'
<br />Ld S"
<br />1.'e S'
<br />'AV ILO
<br />16d SS.1
<br />14.a 9.6
<br />7 0' 1t.5
<br />6.4" T2. S'
<br />S,S' 12,r'
<br />16.0'
<br />lea^
<br />160'
<br />a. S 6
<br />6
<br />8.,3' Sa
<br />96' 5,6
<br />1 9"
<br />1
<br />a 9"
<br />a
<br />12. Y'
<br />_
<br />,a' - 4 -
<br />'d 9,6 0•
<br />f 6" e"
<br />a p' 9, 9
<br />6A• 6' -
<br />f 9 56^
<br />+ 1 WriP IMKI? 33
<br />IAA CPN`CFW 41.
<br />y 48
<br />9` ..S2
<br />TZ
<br />12.
<br />tt-r
<br />12.
<br />SR.d la0
<br />LLO- LILY
<br />1E. 11,4
<br />12,4
<br />L2, S'
<br />12.r'
<br />Ii D
<br />III
<br />a6,0'
<br />Ll.r
<br />9.2'
<br />91'
<br />12.5,
<br />12.5"
<br />12.5'
<br />16,a" e. '
<br />a2
<br />MR` 9.1'
<br />16.0 Ri.
<br />12.5'
<br />ids INTO"
<br />35.7' iG S'
<br />91"
<br />12.r
<br />1;i-
<br />14,0-
<br />160-
<br />9.1'
<br />9.1"
<br />IT'
<br />12. ' S
<br />16.0' 9A,
<br />/8.0" Y 1'
<br />71,VI_ BI
<br />1 VP' J3
<br />A. I fiin+xxAr? H.
<br />1YOan eI5RC1C M
<br />Si
<br />I� 2Z
<br />L2.5"
<br />SO" 8.6
<br />7. f 1 S
<br />IS.S
<br />6D" S.1'
<br />1
<br />1 S
<br />3. S.3' 4.'
<br />f 5
<br />12 S
<br />4O'" T 0'
<br />i9• ]2.4
<br />Z 9
<br />1A" .
<br />a- S'
<br />Z
<br />12 ♦' 4 •.1-
<br />A 8
<br />L2.T'
<br />4
<br />751' S�
<br />r'
<br />S.a" 61-
<br />]2 t
<br />4 !.N
<br />i"
<br />A25•
<br />12.7' 4•" 4.'
<br />L: T
<br />11.2` e-S"
<br />4.7 • b.24
<br />11 T•
<br />4 • N
<br />7
<br />L75•
<br />l2 l• 4: ' 40"
<br />7
<br />6Y'
<br />li 3" ♦i"
<br />4.0. 624'1Z
<br />3"
<br />• .L"
<br />623'
<br />1Z. ]' ♦"' aC'
<br />ANCHOR NOTES:
<br />;AMC FFIR SOIEDUIE APPLIES TO ALL PROD(I rS C Mr-PIFI) W-Rt1N, BUT ONLY PRO IOES
<br />MA.TtMUMN.LQwA BCEANtF0SPACING M AMAiL,3WAbLE EPPH5AND PRESSPS INDIGA'r fi
<br />IN SPAN SCHEDULE SHALL APPLY.
<br />2 ENlTR JINOICM 5QHEDULE BASED ON PANEL FASTENER SPA:Ctr4G THE EXISTING 91 RUCTURE
<br />N�TTDT AL, A ANCHOR
<br />TYPE SELE+77 DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELL-T SPAN GREATER THAN OR EQUAL T, SHUTTER 5PAN.5KEC1
<br />TYPE 9 S CONNECTICA PF BASED ON q: PA0Pt0ATE MOUNTING r1Ndv7TtCxT (SEE MOlH4TIHF DF:TAII ON
<br />i
<br />IF A 7 SHEET 2 FOR IDENT IC now OF lYHl4K ION TYPE . J
<br />3 'PANEL FASTENERS`AqE STUDS US D IN CCWUkC1ON MTH ALL NYUNTiN' EXTRUS
<br />IONS
<br />"?-TRAQC,ST30CEO APYltCI R5.2 "tl.0 PANEL FASTENER SPA NC TABLE VAL
<br />UES OR
<br />ALL-1-4 3'U-HE LERS (INCLUDING BU1LD0U7 ':O NtlT745)
<br />A ANCHORS SHdLi 9E W$rA1L131 IN ACCORDANCE WITH
<br />FAUFW=TU R5- RECOMMN1Afi OL
<br />5. 1Q,OH BLO4TL tDST STRUCTURE ShAYL.I. rONFRM TOAeTM C0 eLOQI
<br />6 MRJIMUW B'IBEDP•1Bdf SHALL BE AS NOTED IN ANCHOR SCHEDULE
<br />7 iii ELYN IA E FORM. 4 b MRAi M EIHD ENT AJr6 EDGE � FIC EXCLUDES 57TKLT2 JIL 9RtIX AND OTHER WALL
<br />FINISHES WALL FINISHES SHALL BE LIMITED TO t/4-MAX OP, SHALL BE VERIFIED BY OTHERS TO
<br />ADEQUATELY TPAPSFIER LOADS TO NMI STRUCTURE
<br />B. NCRETFAtiFOaS NOTED HEREIN SHALL NE EMBEDDED UN-rsACYFD mNrBETE ONLY
<br />O
<br />WHERE .MEETING STRUCTURE IS MOOD FRAMING, EXISTING CONDITIONS MAY VARY. ETE ED
<br />VERPY THAT `ENERS ARE IMTDADQUATE WOOD FRAMING MEM8BPS, NOTPLYWOOD, FASTEN
<br />ING
<br />TO PLYWOOD L'• y ACrTABIF OffLY FOR G _ DE CtpEKI PF RIEC(w
<br />10. WHERE ANCHORS FASTEN TO MARROW FACE OF s7UD FaAfilli FASTENER SHALL BE LOCATED IN
<br />CEHTER OFNOMNA.LT2' XM (1N.I A MOOD STUD (1, ,E DIS A IS PT
<br />.RWOO[)
<br />FRAMING).WOODtUDSHALL 0E ^reUTHERN MRE• O.55GRGAEA FR DENSITY
<br />SHALL HAVE PFeLLSOS PAN WAD OR HEX FEAR
<br />A rY ll RENgO'MBLE r.Gr/ols ARE OPWAL 4NELM4Tc ALL- POWT55Q3LT-SE-B bR11i BUSH DIG
<br />12. f4ACHINE 9JIEWs SHALL HAVE In- MINIMUM ENGAGE74EW OF THREADS ! Wro THE BASE
<br />ANCHOR AND MAT HAVE EITHER A PAN HEM, TRUSS HEAD, OR WAFER HEAD (SIDeArALK 6CA_ u O
<br />13, 14MMUM EP40EDMENT AND EDGE DISTANCE EXCLUDES STUCCO OROT HER WALL FINISHES N.
<br />Ia, = DESIGNATES ANCHOR CONDITIONS WHICH APE NOT ACCEPTABLE USES,
<br />15 SIF DIRECT MCAIN11W, dW41rTIOrE•
<br />16 UNEAR INTERFCLAn Dh r,NOr FI"MMEC• FCC U`f,NTM THE APIf1NOk S:l1EWLE'5 LJ5TED "3N
<br />TrBS SHEET
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<br />U L 1 4 2023
<br />Virtual Re ew Assist, Inc.
<br />Plans Review co pleted and approved
<br />Tor compliance wit the 2020 FBC 7th Edit
<br />by Debra A e Klahr PX2300
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<br />SHEET NO.
<br />SH 1.5.
<br />
|