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SCANNED St. Lucie County Nailor Industries Inc ry NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.1605WDVK titled "I605WDVM Louver", sheets 1 through 11 of 1 I, prepared by Nailor Industries Inc, dated 10112/2017, signed and sealed by Wayne K. Helmila, P.E. on 07/20/2018. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 (Level E, 80 fps) 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of 1605WDVM Louver Systems, prepared by Intertek, Test Report No. H4892.01-801-18-R4, dated 09/25/2017 and revised on 05/18/2018, signed and sealed by Tyler WesterIing, P.E. 2. Test report on Wind Driven Rain Resistance Test per TAS 100(A)-95 on a 1605WDVM Vertical Aluminum Louver, prepared by Intertek, Test Report No. B0211.02-801-18 R1, dated 09/27/2017, revised on 11/21/2017, signed and sealed by Tyler Westerling, P.E. 3. Test report on High Velocity Wind Driven Rain Resistance Test per ANSUAMCA 550-09 on a 1605WDVM Vertical Aluminum Louver, prepared by Intertek/ATI, Test Report No. H0211.01-801-18-R3, dated 04/20/2017, revised on 11/21/2017, signed and sealed by Tyler Westerling, P.E. C. CALCULATIONS 1. Louver calculations prepared by Rice Engineering, dated 11/03/2017 signed and sealed by Wayne IC Helmila, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 6"edition (2017) FBC issued by Rice Engineering, dated 04/16/201 B. signed and seated by Wayne K. Helmila, P.E. 2. Statement letter of no financial interest issued by Rice Engineering, dated 04116/2018, signed and sealed by Wayne K. Helmila, P.E. Carlos M. Utrem, P.E. ' Product Control Examiner NOA No. 18-0117.14 Expiration Date: August 30, 2023 Approval Date: August30,2018 E-1 A e c D e v 6 x DRAWING INDEX TESTS PREFORMED. $ I .INDEX TO DRAWINGS AND NOTES TAS-100 6A1 WIND DRIVEN RAW RESISTANCE — 6 2 1605WDVM LOUVER - ELEVATION TAS-201 LARGE MISSILE IMPACT 3. 1605WDYM LOUVER - HEAD AND SILL DETAIL TAS-202 UNIFORM STATIC AIR PRESSURE TEST p 4, 1605WDVM LOUVER - SKINNY WALL APPLICATION HEAD AND SILL DETAIL TAS-203 CYCLIC WIND PRESUSRE TEST S. 1605WDVM LOUVER - JAMB AND MULLION DETAIL DESIGN PRESSURE RATING 130 PSF — 6. I605WDVM LOUVER - BLADE STRAP DETAIL 7. 1605WDVM LOWER - BAFFLE/ WEEP DETAIL _ o 6. 1605WDVM LOUVER - SEALANT DETAIL o a W 2 9. 1605WDVM LOWER - PART PROFILES '"^ 'o = 10. 1605WDVM LOWER -BILL OF MATERIAL AND GENERAL NOTES m (/0 11.1605WDVM LOUVER - FASTENER SCHEDULE c 0 J NOTES s I. THE 1605WDVM HAS BEEN TESTED IN ACCORDANCE WITH THE MRMWADE Lo COUNTY PROTOCALS:TAS-100 A, TAS-201, TAS-202, &TAS-203 FOR WIND m DRIVEN RAIN, LARGE MISSILE IMPACE UNIFORM PRESSURE AND CYCLIC WIND — PRESSURE R e H 2 THISL!O- IS PROVED FOR APPLICATIONS WITH DESIGN PRESSURESOF ERPSF .I OR `�p+�� s a THIS LOUVER SYSTEM IS NON -BEARING AND IS NOT DESIGNED TO WITHSTAND Iro. sa6as BUILDING DEAD LOADS. e arn'r 9, 4. LOUVER ANCHORS ARE REVIEWED FOR ATTACHMENT INTO STEEL, CONCRETE, i�F' lob MASONRY, OR TIMBER STRUCTURE MINIMUM EDGE DISTANCE AND EMBEDMENT E! RECUIREMENTS ARE SHOWN NAILOR IND. DOES NOT DETERMINE THE llllllllA� STRUCTURE INTERGRN-Y OF THE SUBSTRUCTURE 02rmrzme COS: MO 6 5. MAXIMUM SINGLE SECTION SIZE: 72' WIDE X 120" HIGH OR 120" WIDE X 72" HIGH RICE B. MAXIMUM ASSEMBLED LOUVER SIZE UNLIMITED WIDE X 120" HIGH MAX sncmeemrvc MULLION SPACING IS 72". moouo mpwveo d.iu°ma°�aeua. n.xe. srzvrnme: lapl 7. SECTIONS OR ASSEMBLIES MAY BE STACKED VERTICALLY PROVIDED A SUITIBLE finnnm.,.nre z STRUCTURE STRUCTURAL SUPPORT IS DESIGNED AND INSTALLED BY OTHERS TO Aame..ro oersono�e 6en,. ",„xc: SUPPORT ALL LOADS TRANSFERRED FOR THE LOUVER. nr FWm MI n � .Fvo�'wD9Dry sm MmllexWbYodm No:6Ba6E "0,wvgILOlR61ANU11606MaVIM1I805N➢YMmt a c D A B C D 511 lF L. HORI7nM rRflSc cECTioN 31 41 6 TZO WAX Fa IND MANF[ AC' x a B 6111 � � ir� WII i 7111 6ECINJNXUaff60F a IJBD i YCTDN HF1WTf OF. i20 UAL SECTIW WDTH MUM 7 Hgow'vgV.OWEgStINCAII605R9YM�1605HDYMEIt p B F G H OPP cf:NJ✓l�Fl — ew.a6BNx f COA: 0090 6 VFRTICAI ra.(Icc SFCTIDN RICE — &NCLVE'ETUNC IOfBtleNCnMTI1T PRDDUG7 APPRDVDD 4vntuu YA alJti u umplfryM�q •N6 M. MM1f. Pbn:11m1B1}�1D42 DwlemO cee. ier. {B30)61i-1100 Naw41.. 78U177A4 .exnmrpmn Apll ID.a UUMN2016 FImWI FMnxa Pal00000sofil 7 GNProe N pv0oiluFm:1 W i0 By W�M.K HefFA ru.m u ero R°flm.me N° J N L e 1 < ALTEWTEORIFMATgR OFRT]3 SWM OR SILL SEE DOWNSIZING 21 3[ D E F I G 30I N'ID OETAL-/ 9JLDPC SMI1G03t ICLUEOLTWT. LIAD30O WOW FRWE STOEBT NOT STFI LMTEOTO SrMMIE S]EFLSTLOs. BY GREG 3'OC H I 1 2LT0 TO BLOW FOR SUSSTRATE ANCEORHTAD CIFAR/ MLOtMIi IFl4fT OOMNSIENO PJNDEKL 0 WIP TO 025 MT& REM IOM 0YUM L TOW 8 AL0 MI.S.SOANSQAO OF 0125 PER OO I025 OVSRU LTOTALI FROM XTI ALHEKNT IS STMOMd1. ONLY EMS WRX ALTUMTE AN R ORERTATON ANY REOJOE AMTKNAL OOWNSDAC, BOT THE 0125 STAMAAD DOANSOAG SEOUD ALLOW FOR ACEI MTEA 14030RffXTATION SE" CLEARN TI (SNON FORMOMOM- A NGAT TIE JPMBS M1EN 15'NC N.1'EAN11E ANCHOR OR6MN0N OONSTA. U LR LOUD. FOR OR TIE ADOW52NIIFO ff A558TMLE 6 NEEDED FOR F110PEA W'MiS@IG FOR ]Vw APPL'CA710R K L LL ] m 0 7 � Y^ J 0It- 0 a O O = N (o 2 �S o g' 0�3 b� in p in C Kip 1 I N6.590R2 �. S 1 ATA FFESFR TO FASTDISR SQFD3E 07120/2018 6 SIEEi II OF II COA. 8050 6 r S RICE evaDveeRrno g FAeEbfM I L 2 BLLOETAL ant PRODUCT APPROVED aA no�u. ,F16aeN C,xkTlvi WwsaW.]A1632tY 6 0uel:a �v�.rme F�iajaii�iioa� 2 EDE No". 1841117.14 mw.Haane.m� 3 DMI SINS STRIXTR MIaII EBI.T NNT MPFAYRI Maa 081301=18 FEVICa NmILA F-0+F]OOONHf LMTM TO MOW FAANE STEEL STIRS, PY w'�m°FAmwl®mlw9a M♦ K H Me SRNCIIdLLL STEEL pW CONCRETE e R Rp4avn w:]sa93 R'0cningLLOVh35WY.111605M9VMIR05MDYM0R A 6 C 0 E F G H ] K L I 1 Elm w= ©m Elm l;"M FILLED OdU 0Y OTFERSI SLL METAL 2A SkPMY1Wl al I N'A'wAfgLLpUVEinWAC,111fi05XPVMIfi05YN`AAEII A e 3 1 ROOD ISTEEL IBOA STEEL M361 CONCRETE ®Y OT{EIM LLLE SLL METAL an E F 4 N O m u p Lo N¢ C 0 N W 1 c 2 c z W 5 JZZJ g� Ev� 0� (O A oZ� No.9808i WA: 6090 E RICE e RWSRlm+ 1m6aaW4eaYTrvU PROOVOT •PWt0VR0 Wm .WI E6E1r Warne ML11 FbMe eWimne PS :(M)MT-1 r 4F�F x0l4Ro. 1R-0117A4 i•+z0�l mr-ttm APFmetl Da BF401Y01E FNde FYm No:wtOmm50Bt r u amvuu,: �emc �7 Wm N ngneK Mlem N.: H^YLmNMNe:59m] ©m uM ©m 0m I\ �FASTDlFH SDiFf I 9EE7110F II NAAE; SEE 017R 0.25 W% 0 .wAB OETA6. 1111 4 Y ON OETAC "MAhO .. 5111 II 1 Y jm LL. 10 L w M O 1 C O a m cn Z — 1 I a ; p J J 6 3 O O D p� g3g RR L p O GZ ggyy 0 no No.61017 =FM RICE EIYGBWER1710 Imdmmam q PRODUCT APPROVED W�uYuq.w OR17 wN q�IYdd� Poere;=317-10tl �Wbinp F.WQ)611'1100 ll 4 *. 1"117.14 AFPi0..,um 081302018 FYila Fbmfb: FL1mOQYA81 CwYmis ot7uNcke+art wuBo �, WaHwK HalNie Yla a KW+O•Ea1NY.58mY I A 0 C E F Q N 7 K L C p T 6 1 3 m � co3 2 y0 D N � •4 � z ° o LtJ Z co z N • 6 6lWEE1NP OETAE � � c9 NII O p J QI PER RAGE 4 4 @� 12IPERJAA6 '9' Id- 3 4 co 3 z 3 C EI f P Na.6B092 � S q 9TN �(`�' •� ' /lMill o7�zazm6 6 6 LOA 9090 RICE aHcmrTeeaivc PRODUCT APPROVED ,fb9r]vYCmtTnF Lv..meup, Wl MIT fbrN• OURE�nO PApe 1BN161)•IO,i COWMN,M MOM1> tb-0117.14 F°z IBPOI•tT-110D M1N'MIMOLII ] E("ITRIP 4Pro••1 y9a9QifDtD FbLL, rAm No:FU,WOWf09, 7 ABLADE TX9TET 6 AT ltd6 DETIL 6 AT JAYI 6ETAL OPP, C9,atleMAUAOInUc^'Woso 6111 III PY %ND KHWA u N ro 6Fpatlm NCNJ03E kYkmuirgLLgNEASVMG11605N9Mfi1605WONA0k A B C 0 E F 0 N ] K L A o C o e p c x B e L $ j O $ o w Y! w C) 3 y�y U) = I I Q a 3 G F� N Ld 4 O[ OD WEEP SLOTS �{ m 2+0` —6000 SLOT OGTYP--1 I26OFFSET TOiM DeOPL6r, i ® DO OFT$Ef YARE6 FOdl E](fRiIOF xKNr ® b76 �3p. �'C ENgf.a� Na 6Be9t $ ' e.000 OC,7TP S00 OF$ET. ttP fi oTrmrzo$e wA: eeaD e T 6uTLPiwm�oEru. RICE 111 ENGWFEETN'O 10SetlW TN PRODUCT APPROVED LavmPpp.M OMIT pme ptNna NlN un pbntl♦ Ploti:l9m)atr•tWI WniWlne Cad pn¢1VAIet Ftt00 I MOb110. iB-Oii%1A .amhu.wm ♦pc.♦w DB Qfazu301R. 'A"" wl00000$0°t I Craa4ueAbntr Nwo Wrym K NpIMe Mom p�gmllptm M:fi9oB2 Nt@'ovbgILONEASktA\I605HDVk11605YA`M1IMI ♦ A B C e e F G N ] N L A R c o E F c N I K L ♦ m N O Y ZIET3�E cc) ^ I LIJ O 2 LJJ 2 • m � a /I is 1bg 1 ` • • I t 1= I ♦ C O � Si.1L 111 F,♦SiEFdPS DETAIL A� } 6RPflD K i NVAS ETET szs OR EONVN.FNiI/•' O� CC, Lf) , Y. - C Na F 6 SEU.ULFASTp£A6 No. 69012 S IAUER6LL NVSIFRM8D 6280R EUAINF)JI1 • ♦ f= STA ko film I 6 07rmame COA 9D90 6 6TNOIA6 SFIL AT JMDIm WIRK13O 626 OR EWN � IUCE - EZfo x w PIWDUCTAPPNOVED gYlnBMtlt ina nal4 RuI1CIn0 i +09d C TvI UL.lWm.m MIT Plwne:(M361I-im eolLas 18-011r.14 F (aM)aW-nao Am mNm ] W➢ATM R♦b 0830/2070 Fbtla fYm Nm FCIOWW521 ) •1 CNMbdAUNmhaJn:19W0 Waylu KNtlmYa p ReYlaEabllb:l9W] tNUor.InllIIXNEA6UMCA11fi05WMMI6MgN/Cit A 0 C O E F G R ] K L 3 2 3 . 3 • 6 ] OB➢ 19I38 12000 I. L.1 I-5060---.{ C6AI9IFJD1SLLFPAME r� BOfi3-TB RIM -TB I11M JIO �—T1 LI00 I�-�-6JI00 MIN JM FR1 n 60fi3-Tfi ALUM 073 202 1 030-- C6-2D3 BLADE 6063-TBAUM l'Jn 01-r T-J25 C6-U➢BV➢EBTNDd 3lll.X]N Bµ !.l 60B3-Tfi A1JM N�rgILO{hUySUMCAlI606MA)kfiI805M9NAdl � A e o I e ALU"6 RTM 1/1' TWA �. 5052-N32 QUM N VFgEB —{ .800 ED60 JM.6STOP 3 6 m 6 m 3 X 0X &B CONTJ /l fi081-i6 /JA1JµgE VOPE6 ➢W—yF— TII 3➢W PRODUCT APPROVED C01ea �IMrw wtM1 Uw none. B0.IX STOP Cod �60B3-TB ALUA/1W No43Ia. 1R-01/7.71 V App.No. 08F38nOfa YI II ] K L O IzN: UJ L w V) o �C J N.. BM92 COA 8090 6 RICE ➢ lffl8RJNF µns$yvl O..tTM WgrtCme. VA e.217 phis Iaml n7-Im Ftc (991)81 ]•1100 I...v:.hsMm11 Mw MnWF-0t WLULQDFI ] W"It WtlAUTMn6tn'09pA R 11Nmlb p.Gne0m.Nm 0e092 E • I I 1 AN I ]IF MATFGIAI C REM NTERNALD DESCRIPTION WATER& NOTES I C6-119 HEAD / ELL FRAME 6063-1`6 2 06-199 JAMB FRAME 6063-T6 3 CB-203 BLADE 5063-T6 IVCENMSISPACNG 4 06-179 BLADE STRAP I MIA.UON BAR 6063-T6 REQUIRED F SECTION HEIGHT 6 6Q0' 5 05-176 2 X 2 X 1/8 ANGLE 1CON17 6063-T6 AT HEAD AND SLL OILY B - BAFFLE 6063-TB 7 ALUMINUM SUPPORT SHIM 505 -H32 BY OTHERS OPTIONAL,AS NEEDED B JAMB STOP 6063-T6 SIZE PARES AS NEEDED 9 BACKSTOP 50 JS LENGTH VARIES WITH DAMPER SDE 10 6 X 3 X 318 ANGLE ICONTI 6051-T6 USED N SKHNY WALL APPLKATDN 20 CIS-189 SCREW MACHINE HW 910-24 X I /Z 300 SERFS SS CON CW 2 BLADE ENDS AND BLADE STRAP ONE PER BLADE 21 06492 SCREW MACH # 10 X I I/Z 300 SERIES SS CON CW 2 @ FRAME CORNERS 22 06-193 SCREWM MET #14 X 111 300 SERIES, SS CON CH @ HEAD AND SILL, AND 2 AT BLADE STRAP AT JAMBS 24 M190 SCREW MT HEX#8X314, 3DOSERESSSCONCN 9 ELL AT BAFFLE AND JAMB STOPS Q EI 25 - SEALANT 9 BADGER ROD VARIOUS BY OTHERS 26 CC.181 114 NYLON INSERT LOCOM STAINLESS 77 CS-"6 114 COMML FLAT WASHER STAINLESS 28 C6-187 114-20 X I HEX CAP SCREW IB-8 SS STAINLESS 4 GEAERAL NOTES: I. DUE TO PASSING TAS-100A THE LOUVER IS DESIGNED TO PREVENT WIND DRIVEN RAN FROM PENETRATING THE SPACE BEHIND THE LOUVER AS SUCK nE LOWER MAYBE INSTALLED N A LOCATION WHERE THE SPACFJROOM BEHIND THE LOUVM IS NOT OPSION TO DRAIN WATER PFTETRATNG INTO THE ROOM ORTHE ROOM WILL HOUSE NON -WATER RESSTANTTIPROOF EQUIPMENT, COMPONENTS. OR SUPPLE& 2 RE MAXIMUM SINGLE SECTION SQE IS 120 WOE BY 72 MGH OR 72 WIDE BY 120 HIGH THE MAXIMUM OVERALL] ASSEMBLED SRE IS UNLIMITED WDE BY USE OFNLLTPLESECTDNS. SECTIONS/ ASSEMBLIES MAYBE STACKED VERTICALLY PROVIDED THERE S SUMBLESTRUCRIPAL SUPPORT (DESIGNED AND f INSTALLED BY OTHERS) TO SUPPORT ALL LOADS TRANSFERRED FROM THE LOUVER HEAD AND / OR SILL MOUNTING ANGLES TO THE SUBSTRATE 3 GENERAL LOWER CONSTfdICTION HEAD SLL, JAMBS, AND BLADES ARE EXTRUDED ALUMNUTA BLADE SPACPD S IS NCHFS. BLADES ARE SECURED WITH (2) NIB X I IQ'MACHNE SCREWS PER BLADE ETD. HEAD IS SECURED TO THE JAMB WITH DJ #IO X 1112' MACHINE SCREWS PER HEAD END, SLLS SECUREO TO JAMBS WITH QI010 X 11/2' MACHNE SCREWS PER SILL END BLADE SUPPORT STRAP IS SECURED TO BLADES BY 12) SCREW PER BLADE AND SECURED TO JAMB BY QJ SCREWS AT STRAP END. BLADE SUPPORT STRAP IS REGURED IF ACTUAL LOUVER HEIGHT IS. 60INCHES. 6 4, tSTALLER TO PROVIDE SEPARATION OF DISSIMILAR MATERRLSAS REOUIRED. SEE ALUMINUM DESIGN MANUAL (CHAPTER F I FOR DETAAS. B ALL AWMINUM, STAINLESS STEEL 65l AND PLATED I COATED STEEL PARTS PROVIDED BY MANUFACTURER ARE INHERENTLY CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING. 6. STEEL I STARLESS, STEEL I ALUMINUM PARTS MAY BE MADE OUT OF ALTERNATE ALLOY THAT HAS EQUAL OR GREATER YIELD STRENGTH PART DIMENSIONS ARE MNMUMS LNLFSS DEFIED OTHER WISE 7. THE INTERNAL D# SHOWN ON PAGE 9 IS FOR FACTORY USE AND TRACKING PURPOSES ONLY AND MAY BE UPDATED AT ANY TIME ANY UPDATES WILL NOT kVxwAegLLONFfxSVA9"J.1I606WBYM11605WDMali A B c B PROD APPROVED W . AAe .ft ".o 1. 1P.HIt17.N A ..M Mnl m uo O 0 ♦— L0 O a ^ 0 o L11 = (D 4 S 6 RICE Er7cweewi+ro 1 limme.mdwm 44xn T Imm.:loxoJennou Fa ItiCAO)It]-t1m x�mvAm.ItGNB xa4a, FemWo:w+mm46BBt ] cutrswA dnAnommnAmoo wemek HeBmA Pe1Be.4m].b:sxot2 L a L LOUVER MODRL ISOSWDVM FASTENER SCHECIl.E o A WOOD STEEL STUD STEEL COARFTE CMU SCUMYWALL MIN FASTPFA TYPE OC, .o. — -HEAD/SLLANGLEFAST x HED4S-d20 ES DMMETER afl d SPACING EDGE EMBERW X SG OA2 LAG SCREW130O SERIES SS- COED. CW- F .6Sksil 114" 1 3-114' 2" 3"LL X m O SG 0,42 LAG SCREW 1300 SERIES SS-COND. CN-F -65kS0 316" 1 3.314" 2- 3' 3 THTEPOS —_ Q X 16 Ga ELM ORLL-FLEX DRLLNG SCREWS GOO SERIES SS-COND. LW-Fy. 65ks0 114" 1 3" 2' BEYOND SUBSTRATE X ELCODRLL-FLEXORLLNG W L0 L36 SCREWS WO SERIES SS-COND. CW-F.65ksll 1Pr 1 9' 2' 1/4' a _ x A-36 ELCO DRILL -FLEX DRILLNG SCREW51300 SERFS SS- COND. CW- F . 65ksO 5116" 1 17 2' 1/4' c = O X-CRACKED 4ksi HLTI HUS-EZ 1/4' 1 T' 4' 2-I17 X-CRACKED 4ksl HLTI KNK HUS-EZ 318" 12' 4' 3414' m STAWLESS STEEL TI REPDED ROD WO SERES, SS- COLD. CW - PY- 65KSO X-GROUT FILLED ISksl WITH HLTI HIT-HY 10 ADFESA'E s6° 1 6" 4" 5-5/8, x X I SC OA2 LAG SCREW 1300 SERIES SS-CDND. CW-F -65ks0 . 114" 1 3-344' 3' 3' 43 x 1 X SG OA2 LAG SCREW 1300 SERIES SS-COND. CW-f .65ks3 3/6' 1 5' 3- 3' I�,T % X 16 Go. DRILL-FLEX ELCO DR -FLEX DRILLING SCREWS ODO SERIES SS-COND. CW. Fy-65ks11 Im 1 1' 3' 3 THREADS BEYOND fie i� 7oS SUBSTRATE X X A-36 ELCO DRL-R- DRILLING SCREWS 1300 SERIFS SS- COND. CW- F=65ksI1 IIA' I i 3" IlIV N X X A-36 RICO ORL-FLEX - DR LNG SCREWS 1300 SERIES SS- COND. CW- Fy, 65ksll 5/16' 8" 3' 1/4' X-CRACKED X 4ksl HLTI KW➢(BOLT TZ 316- 1 B' 3" 2-wa. I X•CIRACKm % 4ksl Qgp %-GROUT FILLED X ISksl HLTI KWK BOLT TZ ELCO AGCRE-GATORS 130O SIRES SS -CDR C'W-FY-65ksll 112' 114' 1 2 9-1/7 3" Y 2-3/6" Y En E -' Ll NOTE I: CUMiETE MASONRY ICMUI SHALL BE> THE FOLLOWING. 6"WDE G111 COPFORMNGTO AM C-90 FILLED WITH A741 KSI GROUT. [q NOTE 2 CONRETE MASONRY ICML9 SHALL BE> THE FOLLOWING, 6-WOE. GRADE K TYPE LLDHT-WEDHT I MEDM-WEMT I NORMAL -WEIGHT CMU COAFORMNG TO ASTM C-90. MORTAR MIST BE TYPE N NOTE 3 CONCRETE SITFL WOOD, MASONRY, CURTAIN WALL STOREFRONT, AND ALL OTHER BtAONG SUBSTRATES ARE DESIGNED BY OTHERS. NOTE 4: ENGGIFER OF RECORD TO VERIFY THAT BUILDING SUBSTRATECAN SCPPORT THE LOUVER RFACTXINS, N +N NOTE 5THREAD PENETRATION LENGTH SIGNIFIES PEWEIED LENGTH OF THE THREADED PORTION OF THE FASTENER INTO THE WOOD SlDSTRATEPROVON'G FLAIL CONTACT WITH WD00. LAC SCREW TIP CANNOT !\,IOaF. ��; EN BE CONSIDERED PART OFTHE TREADED PORTION FO THESCREW. LAG SCREWS ARE N07TO BE INSTALLED ATWOODJOKES I SPXES WHERE THE LAG SCREW COULD FALL BEWEEI MEMBERS. N0•� IT •— dTA C IV oTrzaxm6 COA: 9090 RICE PRODUCT APPROVED FNGm may IwMlnaF1'Mn wM xM Fum" ImsWJC TYSR MOMNaCuG 1"117.14 Cum Mtlp. wl SUIT Imm�Pxslslmwx . AI 08/80/2018 ,PA.. F Pza elMIN H RMOO Fim No:FLf000aM0Bl Nun n C.uO We1na KHftYi0x0 N'2rmMngLLdMf6VW1C1U005190kMII605NDVMtlf1 ,ybin[m w: No: sewx I I I r I • I ^ 1 3 1 A I • —