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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page: 1 of 2 i SCIS Moms t.og in User Registration Hat laprcs 4,hnNt Surcharge Scats&Facts Pi,til+catlans FOC Staff &IS Site Map ticks Search usines S,, Professional o Product Approval vel uUSER:i,uwu a tls+tr IZta uicltion >avc>cfuct 11,aaaktairor,5rmi in„f}, i >Appikatfon Detail =iii�� i FL M FL389-RII -.. .e.,.:' Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/PhonelEman 4268 Westroads Drive West Palm{leach,FL 33407 (561)209.6263 bfeeley4 eas ternmetal.com Authorized Signature Bill Feeley IrodrigueziCtleasternmetal.corn Technical Representative Address/Phone/Emait Quality Assurance Representative Address/Mmite/Email Category Shutters Subcategory Accortlion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer `,' Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.,T4lit, Evaluation Report Fldrida Ucense PE 44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/3112017 Validated By ,John W.Knezevich,PE validation Checklist-Hardcopy Received Certificate of Independence Referenced Standard and Year(of Standard) Standard Yew ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/pr app_dtl.aspx?para►i1=w(it VXQwtI)gvYYllll2v.lvx5... 7/16/2015 Florida Building Code Online page 2 «f 2 Date Submitted 04/2912015 Date Validated 04/2912015 Date Pending FBC Approval 05107/2015 Date Approved 06/22/2015 ;Summary of Products FL* Imodrel,Number or Name�— Description {389.I Bertha HY Accordion Shatter-Bkade 3- Extruded aluminum interlocking blades retained try track,(top and -_.,..i, {Non-WVH2)-brag 15.086 bottom))for Storm protectio I is Limits of Use Installation Instructions Approved for use in HVHIZ:NO Approved for use outside HVHZ:Yes Verlhetl By_American Test Lab of South Florida Inc, Impact Resistant:Yes Created by Independent Third Party;Yes Deelgn Pressure:N/A Evaluation Reports Other:Large Missile Level"W,Max span is 12'-T for 35 pst positive L ASD load and 13'-0"for 35 pst negative ASD load the HV3 blade w10 Created by independent Third Party'Yes i window o€ade,S`•2'for 110 W ASD load for HV3 blade w/o window olade and 8'-11'for 62 pst,9'-6"for 55 osf HV3 blade w/window blade working In unison,Max.span for HV3 Made w/o window blade for insta€lations Into Metal Stud walls is 79'for max.ASD pressure rating of+72,-72 and 84^ j far+64,-64 f.See sheet S for other spans and ASD pressures. t Bertha HV Accordion Snutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and {Non-HYH -brw�I5.0$5.. ..._...,...._._..__._. oottom tzarstOraotrection... .__�......,..._..._.._.�..._ Limits of Use Installation Instructions j Approved for use in HVHZ:NO Approved for use outside HVHZ€Yes Verified BY:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:yes ' Design Pressure:N/A Evaluation Reports -.Other:Large missile level^b^_Max.Span is 16'-0"for 30 p.s.f negative ,i ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HVS blade,8'-0'for+64,-72 p-s,f,load for HV blade for Keystone mountings 7'-0"for+75,-75 p.s.L for metals stud mountings and 8'-0" for 110 p.s.f,for HVI and HVIA working in unison.See sheets 7,11and f 20 res ivei of installation drawings for other SILans and pressures. 389.3 Bertha HV Atcordi0n Shutter--CDMBD. Extruded aluminum interlocking blades retained by tracks(tot)and Non-tfyHZj-Drwg 15.084 bottom)for storm p,OteRmc n t Limits of Use Installation Instructions I Approved for use In HVHZ,No r :.I i f,-ji,r a EtYr;:. k Yu-L, m yyr Approved for use outside HVHZ,Yes Verified By:Amencan Test Lab of South Florida Inc. Impact Reststarl Yes Created by Independent Third Party'Yes �... Deslgn Pressure:N/A Evaluation Reports Other;Large missite Max W-0-span at 30 p s t ASO load for Blade i and 18'-0 for Blade 2 See schedules on sheet 12 25 and 28 Created by Independent Third Party-Yes res ve€p ,_ Caniatt Us;:l9aa rmttla Mnn ce Ctreet tallahsr«*f 2;94 flhQras:$50.48 t-;824 the&tate at Fbrxta s an AAi£f0 emPbyet.�Qyy{lgn�L€y7.ao}d�ia�t Q{,F�ri�.:!'rl.�ar,K State+nem;;nccnsibdin Statement.:B,,.,rid�.tatemem Under Florida law,emali addresses are public retprds.If you do not want your e-mail address released in resPu0se to a publw-refords request,do not send eletlrpnic mail to this entity.Instead,contact the office by phone or by hadiliona€mad.If you have any hiestrims,Please contact 850.487,1395,`pursuant to section 455,215 (1),Florida Statutes,effective October 1,2012,kkansees licensed under Chapter 455,F.S,must provide the Department with ant—all address It that'have one.In, emaft provided may be used for official communication with the licensee.However email addresses are Public record.It you do not wish to supply a personal address, please provide the Department with on email address which can be made available to the public.70 determine if you are a licensee under Chapter 45S,F,S.,please click eat, product Approval Accepts: N http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5,.. 7/16/2015 A It o > > Y Ila o ts, ~ r via at x �}j( t ttt1111Hiitt o yr � jp W a VA ° jR � � gN til o 4 1 V3 r 15 `#�3 i�l +++711 ♦'t t- K "til t/1 T m N Rcfi r� m -J a tri u � m I IEjApEll v.V* —.;*%r:-- - 04 o" VO,,jSE ll f0k 600 kr4 0 5--t6 p EEtIS ,Elkprlk AAO .SEE tvoc" .0y 16 63 kw 'ev tti,PER vi/ t t. ' 3 oto E soy u "Pf-ik (TW�j 17 60,5-16 9-L XV, "ne 16 i—90 Of% AL \s- 5 1-6 a fc)s Olt USL ICVA?tg T SE 600-165-16 5115 0 606 2.s- No �a k 27 AA s OLD 'S'os' c ZQ watico Sri Acffio%, V'��Vo 00 16 svoo ';%- bow "'i6s Ae pown SE cc FLO 'S I SloiA lopJf. I OWED PAN" r 4.676 ,5 001EAM Nowell;OWN& =p4m ft VK49,CYLPINK ;.I�e4 act -Lir A L xm(Owow ev=CTLPCO 2 HV CENTERMATE HV EGRESS LOCK OU"IED I I& ONLY KV FLOATING C'NTE!) 6 1 QUAUFI R E W1 W MAJFIED FOR USE W1 W M(A)3(6 FOR USE W/ w MAM ONLY BLADE I & ONLY. BLADE(:D ONLY. 063-76 ALLOY AND TEMPER 6063-TS ALLOY AND TEMPER HV COMER CWTERMATE 015ALJFCD FOR USE W/HV M.ADET ONLY 50 DO' P,ASW NORD • MOLDED To- SO" Q, AFTER RIVEIING SOME R&CIING 1/4 ( ffi1/4"0-20 RIYNLFT* s,s w F— �SCIVM ALUM"VWT3�"LAW rLmix nCl SOW Wt$M.PW f*K".AS�XAACD BY XWtCL VW- 4 C� CHORRY TC"*'*.PAA$PPDfr NOW jmDtWY DIM4 OR COWL PL-N ""W aLVAT*M NY MALE -1- JOCK MHURMATE - i:�4. 11 --' 0 HV ALTERNATIVE *T* LOCK CENT LOCKER FOR 'T" LOCK CENMRMATE OUALIFTED FOR USE W V BLADE11)041Y MY FEMAU RMAT 6063-16 ALLOY AND IUMPCR OU*lJnCD FOR,)USE W/ MV QUALIFIED FOR USE W/ HV BLADE@ONLY QUALIFIED FOR USE W1 KV BLADE ONLY 01 ADE'l ONLY. SM3-76 kLOY AND TEMPER 606—T6 ALLOY AND 1EMP9) W/HV BLADE Cl)ONLY. THURIL-110. KEY CYLP4" GR �Jl I HD CENTERMATE WZ No L40ING go(312 HD CENTERMATE OUAUPED FCR USE W1 W BLADE(I I& UA QUALIFIED FOR USE W/ HV BlADEQ)& ap—roy &M3_76 ALLOY AND TEMPER 6063-16 ALLOT AND TEMPER HD CENTERMATE VAME Ir WON OULAJUMD FOR USE W� HY BLff(_l)&(a4 7 GC63-16 ALLOY NO TEMPER *1/2' (sm art Ai=lo� ZCRKKY L 1_7 W� c"DER CIL ouAumo FOR USE W1 HV WADEIT� Lz7v '3ft HO LOCK 6063-16 ALLOT AND IfMPCR HV 1/8"0-16 AC kb 20 A151 30 61V RE:EWT HAROIRARE MOM=LOCKS SCRU 2W HOOK 900 LOCK, kf� %��ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W1 HV BLAOE�D& t3 !TV=WIL, REOUIRE A 7/16- HOLE �'S FOR PROPER EMBEDMENT HV RW BLADE C', OUALJFIED FOR USE W/ W BLADE10 ROMDA 8mulfillLuDall Cog((Non High Velocity Hurricane Zone: 1%1-q,pl.1.11.br. 0 2015 EASTERN METAL SUPPLY,,INC. .......... .j WERTHA HV. Accordion Shutter System /Tl L�EC 0�,,, A,S,S.A. KV.RADE#1 W/CR W/O N.V.VAHWN aADE Amerfean Shutter Systems Rev.hoDCOCWT*. C I mm% TtULIT TESTING A ENGINEERING WWPANY Asscm:Wicn, Inc. 4/13/151 INCE. 4/1.3/15 -192 F. (")a 1-1631 1,268 Westroods Drive DRAWING W hest Polm Beach, FL 33407 3 SION E 719 ' kM MR TILL, PE 15-085 'JI111111111%, FLORRICA Uc, J4067 t. SEAL/SIGNATURE/DATE SL C C 20 SHUTTER ASSEMBLY SCHEDUCE-FM] 3/1. 3/8, 12'WK OC To .-r2w 9 .,475'm SLADE HV BLADE IA OLADE'S xawz W LONG RECESSED NYLON BUSHING XNVCPX�u I NV SHORT RECESSED NYLON BUSHING 4, T PORTION 14V NYLON HAT WASHER VO(DOR 0 HV WHEEL CARRIAGE AISI .302-303 SERIES V A-2. 7w* x 44 0,870-x3/16-TWK NYLON W1/EEL. 2 7/8*WK W WMM 315"0CL"EAK 0.188'0 AJS[ 302 SERIES S.S. RNIETS SERMAY" BETWEEN3- 4ar5ao`&A" HV 1 3/4-ACCORDION PIN W1 J8 HEAD EXTERIOR oS*powas ON MRS. �12--4 Hv 2 3/4-ACCORDION AN W/#8 HEAD T /4 TYPICAL W WINDOW BLADE POLYCARBONATE IMPACT RE HV TA RESISTANT or Ts AND POLYCARBONATE HY WINDOW DETAIL (DOR 0 akms) MOR BAYER MAKROLON 3103 POLYCARBONATE 12*dei wfi RESINS, UV-STABIUZCD GRADE OR SAEOC INNOVATIVE PIASDC LEXAN 103 RESIN Riog BLADE KNu(*LE FOR HV ��tgadws AT ExTr (SEE NOTE *F ON SHEET 19), BE USED AT ALL EXTERIOR EM W/ HV(D OR POLYCARBORATE SOURCES FOR (1) HV PIN 0 SHALL ALWAYS HV g GLADE. DMERIOR BOTTOM KNUCKILLS OF HV ACCORDICIN SYST :-j A"Lr�f r .,MCAL SHUrTER ASSEMBLY (2) HV PIN 0 MAY 13E USED IN LIEU OF E)AND ONLY AT 141R, EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 HV(D 60.324- OLADE*S KW-"LE. oas (SCE NOTE*FOR om GLADE WHEN CORRESPONDING TO INSTALLATION )1". SHEET 7. W P"AREQUIREMENTS) MR (3) HV PIN 0 OR @ W/ 1/2* O.D. 1/16" THICK S*S. WASHER -V�w VM SHALL BE USED FOR DIRECT MOUrJ INSTAUATtM4 PERDF.TAJL. X. 6 I' acts SHEET @ 14� MUL CARRIAGE DETAIL WEMBLY LAYOUTC-1 tin c-,cwss tar r.~ 41m 0" 1w Y MP I ------------------- Cid HV BLADE SOLI--)& (A HY WINDOW SLAGE DETAILS D FLM BUHN CN)E(Non Nigh Velocity Hurricane Zoneaaaaaaa� , AtR A: "' 0 2015 EASTERN VICTAL 9JPPLY,INC .... r1i�" ...... 01111.11TRA-H—T. im 71/1LIECOC. A.S,S,A0 Accordion Shutter System H.V.BLADE#1 W/OR W/O KY.VOCON BADE 1 Z z American Shutter Systems TR.UT TESTING k ENGINEERING COMPANY — DATE DRAWN BY, L A DESCRI'DOR VA Assmiction, Inc, OU)'11-192 E2La W�Z TE N'",�s'V.X0,04— mm nx OF '331" (305R171-15S F. 4268 Westroods Drive 2 ta-4,1W.— West Porn Beach, FL 33407 3 DRAWING No CO-ODW7,9 — 15-085 WATER k Tury k.�r I LIE FLOF40A Lt 1 44167 5 SHEET PE, RE CATE --- -- 5 4 OF_20 tin 'all tn 0 eg" a g �o Yd s • �fG at�r 'a g 10 ��� ..� �� •, � �� 111 ,� „�� �;� k ,,4��iiL66331 � �1 `b� qnu+uun a, �c'ri Mfr vol s •� rte,•Q�--'so �^' v+. p ` 1t C7d) ,� E Aft.11ORS so.""pN --flT oto III Q45(SIX L--Cl)OR f�* ON CONCAETE (SEE SCI=ON SHUT 13) Saw"M 2343)" or IF APPLICABLE ""Sim (4ALTERNAT2 CLASS­-,, ru 'Mot 7 LOCAJ TION 14! Hex wAssm km I on 3 TIN SCRIVOIS 0 12*OC' OF r CONCRM ANCHOM IT (SEE SCHEDULE ON SHEET 13) APPUCAW C),ISTM EDGE OF GLASS U."OF SLAII w SIM IT, 1,2 1 V=OF APPL)CABU wwvm AP9UCAIRA SIM F .0. all API'UCABLE P0URW-J FLAT NEA 000CRIM Moms =%. _j CONORM 11 RN�([)� @+ POURED Z_ CONCRM RIMUIRID ME saiwux ow sHw%4) 1xvw 09 1 OR c- KOUIRIX) WAD CONCRETE ANCHORS REQUM 0—_ SCHEDULE ON 94M 14) 01 HV WALK-OVER INSTALLATION, DESIGN 6NCPRMLIRE PATINIG& SPANS PER 0 HV FLOOR INSTALLATION t SCHIMLE 13,SHUT It CONCRM ANCHORS A, ((SEE scoaku ONS ON w4ba SHM *5) NANAMR) "STING EXISTING;- w#4tco,GR 1/.-v GLASS r�m vwAto.�romaW/ GLASS-7 "1 3/4•—neawa 9 v MAL MAW we-wSRW AND fi Im!"Na UPW am TT /4' f-w =-w wuxt ex wftt-7 DIS ND,E RICK L I, 3/t -t W'Xi&WAD WAX, TEX SCFMWS 111k.1/4- HU W-40--j" r 17*In. I� TEX SCRM 0 9*a C' so SS /4*#,2C S.S.MS. C;�_ ANCHORS "Hm C. ys HUT 9 v O.0 (SEE Scorouir ON OR I w/ 7 0 9 0, 4z Ir Lftx 6,7,0C. z" moN SmOCRw j L 0_@ ED, SW 1019' F.N.sn.s. ik —11,WkV" V*O'C' SLAB OF rz-zx/j 1 7/B'/-.1 7/8- APPLr_4M CONCRM Amavps 'Sa wt 3,.b) -r \�Su NOTE 13(b) C0NCRM_ (Sa SC) ON ON SHEET I"'Xiam GGHC' I- OR CONCRETE 0LOCX SH 14) ON SHEET i (W CONC-RETE MOCK REOUM REWW'D xxxs= mou caN RETS CK-) HV WALL FLOOR INSTALLATION CL-j HVA WALK-OVEg INSTALLATION �VISION Pwmm V"N V-4* IkII-I IACIn IUCTA I I ATlnD3- THIS 04STALL00" NQM-FOR 93UNMM&O R00.WKN SIM SW@05 E.D ,EDGE DISTANCE PETWONN"D "ONq OF (SIX SPECIFICADOPIS ON _I 13) ACUMXNT TO AN,al"ASIX EXIT S`fCN I-Sm SKUY-I=rWICAL Stan OR EWMARM nrtr�'ON SWEETUHT ASSEWEILY INSTALLATION DETAILS W/ T, HV BLADE 2-140ou"N"M SEG!T)ONS CAN M O X ART WAY TO SUIT ANY;NSIAJAAPOK FLO& CU(Non RghVelocity Nu,ric.ne Zone' 0 2015 res m METAL SUPPLY,INC. E BEMA WIN, Accordion Shutter System A.S.&A. KV.9"fI W/OR W/O RV.YANDDN BLADE I�LrE C�Oi IMC. TILUT TESTING& ENGINCEPJNG COMPANY = merican Shutter Systems TATE OF Association, Inc. MD 11-192 6Na".310� 3ft,WIN.G~M PLORIDA=10 F_"pvs)"1-1610'I.z 00-071-IS31 4268 Westr000s Drive 2 _­'L Ln..fta— West Palm aeocn, FL 3-1407 —DRAWING' Nauj_vvm�'q 3 1 Ni 5 %''"k, -10NA�V,-"' IKTM A.Tun,PX� 15-085 p SHEET 1P.L k79��k6E/DATE 7 ---_ SEE END WALL M ON SHEM 10 & is T INSTALLATIONS W/ HV �Novo ON a S. AND K,FANATE tN LOfX®OM SHFF7 S. OUT IN —txso,w cuss **sbc + ocr1w mr rs wuo FOR u f/ BLADE W HV CENTERMATE Tn��W"�«o OR SEE MR WALL COIME=N OUSTTNO CLASS DETAILS ON S14EETS 10 & It] (606J-TS•.WOn ALIM. I I ®•�«�'®w�•® 3f/4• __.— r _._._ _.. _..61j2• ___».._....._�• .�....__._-, ANGLE r/tx),/sv rAvcac 1/z- «�?•� 1 OPPOSING ( SYMMETRYCAL ANCi0e5 zo eoNdee,[ { J NTERMATES 4 R� WN.se'vuurau i 16 tc anss LSNCNc. W/ NV LOCK or W/ HV,��CK or (SEE sCLASS E 1 «,sNLM r i �,i { i• ' i/2- .�� 5 3 __ — - _ — V I HVQ �®w� ©-�w HVA HVB w®«® COwO� �a _ CONCRETE OR ���•� o ® ---- -- -- ----- - - �- xsrwc` w$• «� \� ! SYMMETRICAL IN �'t'J'�«L:J'' '�w Mac.WAIRAMN - - �-�- 1 8 - «�•�«�.� �Ex ,Nc i CC NTE_ �'�°"�'®"®`�" To MASS 5 t cuss j * OPTIONAL (qi,NSCHEIDU) � r' ! -�---- — -- W/ HV 6 © ® * , ( ( � i 1 WIN,SEPAAA,7CN, a _ CJ � 1 (�s�,L)E\ =1N Oproo t — «,sH :,� OUT � �._. 7 ANCHORS 4 VAWs l3J lJ ti OUT � 6 S/2'MAX.YAY.RACK - -- - —,— (WrftR) HVE HVF** J HVQ FLORDA BIJUKM CODE Non High Velocity Hurriccne Zane `N01% ililloop m 2015 USTERN META.W-PLY,M. SOMA HVTm IGEN '— Accordion Shutter System /I i E c o lMc. a.s.s.a. s H.Y.HPOE/1 W/CR W/0 H.V.1MpWiM 61ADE T} /`{��" TICCIT TESflNG k fNGpiEERING COMPANY AMAI'IGOn $hutMr SysMms acx�wK drf aanN er N.t.. o'• STATE Df :.Q cxs w.W.as s x..am..vww rnwm>�: Ass"fatlon. Inc. ocD,1_102 t/1s/,5 war: + ,s/:5 —� P�.-. rs,o-.:.(ns�tr,_,sw.F:(ses�as+-,s3, 426.8 Westroads Drive •-W ta1°°°e°°'°°" Yves, Palm Beach. FL 33407 3 ©RtWNG Nr r,4 15-085 4y S �•••• �Za?` WALnR A-W�..P.e. { SHEET PE.ry,.,�� , AiC?Ejt IE raw u I•,,ax a 20 sUW, �r _ OAS �&sC"Is �c f X ma$ / tJf _ c cu" t(t fl, Agm �,I-W J f tb 9 3NQ �j t 4}USF ) �* NE j POOP.h T pf j w 1 Alp�t sS OR 0 1& cxiyti°rs �t {a)`14�, s�ar maw ,10 - ja s+ ` tt7t wY a j ova �.t e One Gv •t '� Q ac. i vnt posh' , T F :W fps® u og{' ` i '—'��..r'^'•• VDRJ Sll 5 �,�r0' -OR 0-0 Oft To 0 5 OR t . ani v . .0. amu , olk ®•Q`�.�• ,� J .wars rsi V ass ADES d>a(Aj O NR 0 OF is M.�.yNX' t �J4'0 .'+t"!'' • """.... a U© ♦t �� V p !48 iA;1C E° tJV / — ',•. / a°R `t .®•� ®®� o�t5 'S S stem r �L�E�-., f ...tis �� -r--�-- � ��®•�.��p '8� �n StiutC.w�„s� 4� a•O'�„ l Y ,r�. ®rte ®�®•� lY_ tl' v,'T .� G 115 0 n 1r.-a OR �.�-�' , {; 6' N x� Sfi�1ar tna s SHp ,��'"� urNf A1�3�Q�oflds��3S'�`�7 s V ?'w r�r Oencn. ' i. 0 �`.�F4.. '••`f� �� NEL1tiH C��, u Ytest REtNNvkv Q 3Q�r;•�CEMS jE5t1 ,WV04ool,N v6w yp at`.d t '�'9`. (fly♦R�� '�yty'�a F SCHEDULE #1 50EDUU z SCHEDULE #3 MAXIMUM SHUTTER SPAN 'L+'OR 'L-` MAXWUM SHUTTER SPAN* -L+' IMUM SHUTTER SPAN*'L+' (€t.). FOR INSTALLATIONS Wj MNEWA OR 'I. (ft.)FOR R -L (ft.) INSTALLATHAS B6xHALIATION I ECEND. �- ^ & Or or iNSTALlATi0N5 W/ CONCRETE& WOOD (I)l+:WtOMtN1 N10WABLE SPAN FOR A GIVEN W/061E H.Y.LOCK Or Or or aC W/ONE ttV LOCKS _MM}SORY POSITIVE KS-D.DESIGN PRESSURE RATING. HD LOCK W/ NO IOCKiNG RODS or ONE HV LOCK +x or OR W/ NO LOCKING WALLA O, C.D. E. M,.N.O. P, O, ASA,.DESK+YIL­MAX�FRESStFRESR,q PAN FOR A ` CENTERMATES & W/ONE HV W/ NO R V D$ MOUNTING F. K A L R. S.&Y. LOCK� W/iW0 LOCKING RODS 0 TOP & (SEE Nms t,tt) CVMM FOR 1FWW94 Q (2)FRODEIYNRE TO h DfTERMME MAXWNUM SPAN FOR 90ITOM SEE NOTES /4 SNEEF 7) FLOOR/CEILING G,N, 1.it,J T, U.W& IT WALL MQMNNCS(W/WrIOM)OR FLOOR/CVUNG: CONCRETE&WOW 0WALLANONS W CONCRETE&Won NaalF.r CONCRETE MOUNTING & M f."NEN A POSNME A.S.D.DESIGN PRESSURE RATING. anc. 299M LAMONS "A Doom ApDESIGN PRESSURE RAT AS ix�auw+ WAU MOxMMOUNTING; FLl C0Lw Axa+c FKNL' ROOR/CEIUC WUNIAtG GIVEN A NEDETERMINE MAXM.iM SPAN 1+'FROM SC1#OULE. GATIVE A. MG, C }5 i... . ..WdArtttK: {a?} FLOORJCDUK WuIrNO t.(s") ON DETERxI1NE MAYWNL7M SPAN 1 FROM SCHEDULE. E♦ k- l x t-i0i l x :-6U L r TU L-9Q 0 M"Mum VWTMR SPAN 1+`OR 1-'FON JO OR !FF-0' 16'-0' 16,-w x6'-0' ,3D._ 1$'-0' i6'-0• .A x6'«0' t6•••0• INSTALLATIONS IMO WOOD SHALL BE UWOED TO FINAL MAA M ALLOWAFI.E SPAN IS EQUAL TO THE 38 14'-10• 74'-to' 75'-2' 16'-0' 35 t4-t9' 14•-10' 3S 15-2' 16'-t0• SOS .ASO.DESIGN PRESSURE RUM. AgNM OL:TTSWxED SPAY t#:TWEEt3 1+'AND 1 40 13`-t0' t3-t0' 14'-2' 7S'-2 40 t3'-10" t3'-t0' +0 14•-2• tS'-Y C3)PROCEDURE TO OEi'UOAVE MOU"IA SPAN FOR .... 45 75-1• 13'-t' 13'-4'.�. I4'-3' 45 t3'-/• x3•-i' 4S t3'-4' 14'-3'- •t FN CORNER CENTO WTE/3 MAY 8E USED AT ALL COMBINATTONS Ni OETWkEN WALL AlOS74Ff>r4C5 50 t7-5' 72'-S' tY-a` 13'-7' 50 32'-5• t2'-5' Sa 72'-3' t3'-1-.1• MDUNTING INSTALLATIONS.LOCKINIG SPEC,FTCAMONS W/TUDOR/CFWJNG M041Nt}fK;S: .. _..._—._._.__. _.....__.,,_v.. _ 55 it'-70` 11''10` t2'-i' 72'-1I' SS it'-70` it'-t0' SS tt'-1' 17'-t1' SHALL AS INDI(:AFE4 ON xux✓•:.}ATORY CONDITION/2 FOR A xSxCTN PO5iINE AS.D.DESIGN PRE4rSt3RE 60 ti'-a' ix"-C ii'-r 12'-4' 60 17'_ 11'-4- 60 t0'-2' 10-1- NOTE 05,5T#E'F 5 RATING: /0-70` 1D`-t0• 11"-0 65 t0'-IO• 10•-10' 65 9'-5' 10'-/7 DETERUMIE: 70 10-6 t -6 t -9 xt=S' 70 t0'--6' IO`-6' 70 8'-9' 4-+' U+-WY. SPAN FOR WALL.MOUNTING INSTALLATIONS, _ ._._.... _.._- ...._.. 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