Loading...
HomeMy WebLinkAboutProduct Approval 1/17/2019 Florida Building Code Online s BCIS Home Log In User Registration 1 Hot Topics Submit Surcharge Stats&Facts Publications Contact Us ( BCIS Site Map Links 9� Search 16 11 Fk rich Product Approval . v USER:Public User ! Product Approval Menu>Product orApplication Search>Application List>Application Detail •t a FL# FL10564-R5 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Zai Product Manufacturer Advanced Hurricane Technology Inc. Address/Phone/Email 6063 Janes Lane Naples, FL 34109 (239)594-7722 jzabala@aol.com Authorized Signature Trevor Johnson tkjengineering@verizon.net Technical Representative Dave Finnegan Address/Phone/Email 6063 Janes Lane Naples,FL 34109 (239)594-7722 Finneganlof10@aol.com Quality Assurance Representative National Accreditation and Management Inc. Address/Phone/Email 4655-104 Monticello Ave. Williamsburg,VA 23188 (757)258-8808 namicertification@nami.hrcoxmaii.com Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer EJ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Trevor Johnson Evaluation Report Florida License PE-65624 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Joseph T. Mitchell,P.E. 2+ Validation Checklist-Hardcopy Received , Certificate of Independence FL10564 R5 COI CertificationOflndependenceSS.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2009 TAS 201-94 2004 TAS 202-94 2004 TAS 203-94 2004 Equivalence of Product Standards https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtfYBJ2%2fM7[6g7H4dwvANaHHUrFYD[Bie5DnanksPlNQ%3d%3d 1/2 1/17/2019 Florida Building Code Online Certified By ' Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/08/2017 Date Validated 12/21/2017 Date Pending FBC Approval 12/24/2017 Date Approved 02/13/2018 Summary of Products FL# Model,Number or Name Description 10564.1 58mm End-Retention Roll Shutter 58mm Alumnum End-Retention Roll-up Shutter Limits of Use Installation Instructions Approved for use in HVHZ: No FL10564 R5 II InstallationInstructionsSS.pdf Approved for use outside HVHZ:Yes Verified By: Trevor Johnson P.E. 65624 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +130/-130 Evaluation Reports Other: Product shall be manufactured and installed strictly in FL10564 R5 AE EvaluationReportSS.pJif accordance with the installation instructions. Created by Independent Third Party:Yes Back tdeXt Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CoRyr. ht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: WON 0 13 Credit Caret J. -Safe II hfps://floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtfYBJ2%2fM716g7H4dwvANaHHUrfYDIBie5DnanksPlNQ%3d%3d 2/2 1 GEINERAL NOTES_ 1. 'TICJ.ENGINEERING,;LLC„HAS NO'CONTROL'OF THE'MANUFACTURING,PERFORMANCE.'OR INSTALLATION'OF THIS PRODUCT.THESE:GENETtC;.PLA.NS1 FVt TRATI flacon -1, .WERE ENGINEERED IN ACCORDANCE'WRH,ACCEPTED:ENGRIEERING PRACTICES AND.TEST DATA.PROVIDED B1''TJiE MANUFACTURER. JESTRATION,TE$TjNG LFBORATpRY,INC. B Z, THE ROLL-UP.,SHUTTERS SHOWN ON THIS PRODUCT_EVALUATION OOCUMENT HAS,BEEN OMIIED.IN ACCORDANCE MTH THEW^51H EDRIdm�(2014) :LABORATORY",N.. 5421 'Z•3 FI:ORIOA,BURDINC CODE Fe^)AND THE 2009 INTERNATIONAL BUIIDiNGI CODE-IBC.THESE-ROLL-UP SHUTTERS':SHALL NQT.BE INSTALLED'IN HIGDATE'NOVEMBER>.2007 (.0 ( ) REPORT NO.'I: 'VELOCITY;HURRICANE ZONES(MIAMI-, E;COUNTY/BROWARO COUNTY):ROLL UP"SHVFTERS INSTALLED IN VANO;.ZONE,-C(SEE FBG'SECTIONNUMBER*07-3ja, 1609.1.2.2).'OR EN FACILITIES$HVL MEET.''I :MINDdUU,SEPARATION TO.GLAS5 DESIGN WIND LOADS.$HALL BE'DETERMINEO AS'PER TESTING PROTOCOL.TAS'201,.262,203 g .SECTION i609�OF THE ABOVE.REFERENCEO CQOES..IN'p000RDANCE*WRH ASCE'7 10,AND FOR'A:BAS.C,WIND'SPEED.AS REOWRED,BY.THE, AWWUM:WIOTWTESTEW 290.25' JURISDICTION WHERE THE ROLL UP;SHUTTERS'VALL'BE;INSTALLED:EHE.ROLL-UF SHUTTERS ADEQUACY FOR*IMPACT,:DEFLECTION,AND FATIGUE 'DESIGN PRESSURE�45D PSF .. 'RESISTANCE HA.4:BEEN VERIFIED IN'ACCMANCE WRH SECTION 7609:1,2 DF.THE ABOVE REFERENCED CODES'AND^AS PER,TAS',2D 1,:202,203 m;E11A+UM VftOTH TEST£0=150,5" 'AND PSiM"ET88fi do E1996:�AT.FENESTjtATTONTESTING IABORAFORY'.INC,(SEE,LLST OFREPCRTS).- DES PRESSURE '90.0 PSF 3:'E'MITATIONS OE,u5E: LABORATORY.No. 8763 t . QATE FEBRUARY`45 2018 S' 'A THIS PRODUCT SHALL,NOT BE USED IN HIGH VELOCITY HURRICANE ZOINE9(SEE;FBC SECTION 202). PRWECT h0 15'-6193 'CERT FJO. iST 157; ., �$8 B. THIS PRODUCT IS QUALIFIED AS'NON,POROUS TIIEREFORE=GLASS SEPARATION.75,NOT;REOUIREO,E%CEPT',F.OR THE FOLLOWING,LOCATIONS 'TESTING PROTOCOL.TAS'2g6 203 8' A8 ASTM E330,:E16E6 k,E199, eta ESBENTIAL FACILRTES AS REFINED IN ASCE_7-:t6 MAXIMUM WIO7H.TESTED 2925'° OESIGN PRESSURE 40.0 PSF' Gi iy+• :i; ",,ERE THE,SPECIFYIN AUTHO-ire HAS SPECIFIED OPTI,ONAL,AODRIOTUL PASS/FbL,CRITERIA N;ACCORDANCE WITH ASTM E1996 FOR 4!NIMUM VDTH TESTED 6 112:875" RTND._ZONE 4 AS DEFINED IN ASTM`.E1990 WITH MODIFICATION BY.HE'.FBC/IBC S£GTLON 40,1 z2(FBC:LOCATK)N& TR ,L)AMATE OESIGN'PRESSUR£6 120:0 PSF ..-:. .. . .. MND SPEED GREATE4 THAN 170 MPH). INSTALIATION'IN THESE LOCATIOkS•SHAL'L'MEET THEIMINIMUM SEPARATION TO GLASS TABLES ON';SHEET 9.RJ:O "NON Sa , 'C; INSTAUATMN,.WI'H^INTERMEDIATc;END.AND CORNER MULUONS; 4KE A,FLORID4kPRODUCT,,APPROVAL'.FOR USE HRH`•THIS TYPE OF Q SHUtTER 0. INSTALL"ATJONS SHAH•NOT;T'XCFED T}IE.'.MAXIMUWALLOWABLE.'STRESS DESIGN;•(ASD)';DES1ON RATINGS AND:MAXIMUM'SIZE%LIMITS BELOW.: ' ULTIMATE DESIGN WINLl:IAADS DETERMINED BY THE.-FDC AND'ASCE'7-10,SHALL.BE REDUCED TO:ASD RY:MULTIPLYING;O%I(SEE'FBC SECTION' ” 16G9F.2:4)> .. '. 38.PSP MAX,PRESSURE,0 2B3%FLAX. V4DTy, TYPICAL SINGLE UNIT:ELEVATION 12013SF MAX,.PRESSURE O T14,"MAX W(6TH SEEJABL.ES ON.SHEETS 10 THROUGH 15 SINGLE SPAN UNIT INSTALLATION-N.T.S. LL), E. IMPACT LEVEL 0 9 1/4•:LB LARCE UISEILEi,IMPACT. t F. ANCHORING OR IDAGItGCONORIONS OTHER TWVJ�THOS'L SHOWN.)N".THESE DF?AgS,ARE HOP PART OF'MIS-APPROVAL H. INCREASVjJ9 ALLOWABLE STRESS:(1:33)HAS NOT^.BEEF?INCORPORATED INTO 1HE',OESIGf4 OF THIS PRODUCT, k. IT SHALL BE THE RESPONSISJUTY OF THE'COMRACTOR TO VERI'Y:'T,HATTHE EXISTING STRUCTURE 15 OESCNED'TO SUPPORT;THELOADS FROM 7HE SHUTTER SYSTEM AND MULLIONS EXISTING STRUCTURES NOT"ABLE:TO 9UPPCRT;T PRpJ£CI OF PRODUCTEVALUATfDN NOTES. ..HESE LOAD$";SHPLI,BE.:EVALUATED A5 A;SRE SPECIFIC ..... _. _._._... z 3 ........_..... .......... ... ...._.............. ,SEE VOTE d. T=SE£.TABLES.ON.:SHEET"9 Trym SEE*TABLES ON;SHE-"F'9'(ERHER,'DIRECTION) ..... .. -... 'END-R7RACKS cHT1ON.T . ; Atl..ALUNINUM`EXTRUSIONS'SHAL..BE 600-15 ALLOY(UNL..SS OTHERWISE NDTEO'OR CANE£REPLACED W`TIi c;Oili-TB ALLOY)i 4+ `A L 8 SHnTTO MAY BE MOTOR,TAPE PULLEY, p 2i 61 01 7..:SHUTTER MANUFACTURES IA6EL5 SHALL'RE"N.:A000RJLVJCE WITH SECTION..17.10:8 OF THE;.FLORIDA BUIIDIHG;COOE' c z F ODOCT EVALUATION NOTES , ., _ .. .. ... TFIIS FRODUCT°EVALUATION DOCUUENi((P:E;D)PREPA REO 7E FRO ENGINEER K"GEN,ERIC AND'OQES.NOT FROVfDC INFORMATION FORA$RE; ' SPL_CIFIC PROJECt IE WH RE:THE,SITE CQNORIONS OEV4ITE FROM;THf;PE:U. 2. CONTRACTOR SHALL HE RE PONSIBI£.fOR THE SELECTIORj PURCHASE]AND�RJSTALIATION OF'THM*PRODUCTf,BASED,ON THIS PRODUCT EVALUATION: le P ` ROVIDED AND.SHALL NOT DEVIATE FROM THE-CONDIVONS DETAILED OWTWS'DOCUMM. 1S1AT'; _I ` 111111 r+ 3. THIS-PROpUGi•'.ivALUARON OpGUf1ENT Wlli B COn'SIOEREB.INVALFJ If;ALTERE4 BY PAIY MEANS: SPA'4, d.:;SITE SPECIFIC PROJECTS.SHALL BE PREPARRW:'BY A FLOR04,,REGISTERED ENGINEER„OR ARCHiTECT';WOCH Y6LL.BECOME THE ENGINEER CF!, RECORD(E.O:R.)FOR THE PROJECT AND,WHO.WILL,k RESPONSIBLE FOR THE•PROPER VSE,Of.THE P.ED.7N£ENC,NEER'OF RECORC,AC77N0 ;y� •- ��:. :, AS•A DELEGATED'ENGINEER TO:THE PIED;D:ENGINEER SHAL^SUBMIT SITE.SPECIFIC DRAWINGS FOR REVIEW. •; TYPICAL MULTIPLE UNIT ELEVATION ANCHOR &FASTENING NOTES MTf]lNeD1ATE(4NLLION REQU1RF11 FOA,M'7ALIATJON'•N.Ts.,, '-;� aye cc 1, ALL FASTENERS.SHALL RE CORROSION RESISTANT COATED CARBOW-STEa AS PER'DIN 50018'ORISTAINLESS STEEL 304 OR:316 SERIES WITH 50 00 KSI YIELD POINT-AND 90 KS1 ULTIMATE TENSILE STRENGTH. d...�, •W 2.,710 EMBEDMENT INTO NON=STRUCT1iRAt'COMPCNENTS SUCH A5,STUCCO.T€LE,,.9pING.ETC,SHAALL BE CONSIDERED AS PART'�OF THE EMBEDMENT: 7 b .,'�� •� STANCEP OR THELD/4 tQN&5 Vii`-FLET(SCREWS 10/2,'DSSHALL AND BEATTACHEDTR;6DO3 TRNALUMI UM.OR AW STmmym EEL(OR .f[ITILIIII,t1IZ,n e� . EXISTING STRUCTURE(TYP). CONCREi�.FAM.CMU.HOLLOW CMU,. TIMBER ALUMINUM,:OR STEEL. F r e 5/16"m.TAPCON'Q 127:O.C.,(7YP). �. ° A •BUILD-OUi'HFADER' '� (OPRONAI) $� • � f/40 S„LF-TAPPING a SHUTTER,;HOUSING- < 5%16 m TnPCON;. j 3/6 0 ANCHOR; 1)4 14;,SCREWS,OR S l : .SLACK EhD'CONNECTOR ¢14;SCSEW5.0 \ "Z SCREWS(7YP)' EVERY>OTHER SLAT'AT•EACH ENO $4.O.C..MAX' C TRACK,WUNT,TABLES: - y. ` ;0N SHEET"YG FOP,;SPACING) Ig W. p.Y Ma: /$qOR 13/i6�m; ENO-RETEh710N TRFCK. •, .,�ip5ti'tf AQCES5'NOLESNAP'TRACK'SIMILAR. AWA!L MOUNT (OPTION 1). 3 L4".6NfiETENiTON TRACK:N.TS: Wl e i., e t SLAT .• .n •. .5/16 m iMCON,, t�z3 SIDERNL%TRACK. 5/16'm TAPCON„ 4/6,a ANCHOR. 2z3'• 1/8 CR 1%4 KALI,TFIICKNE55 VERTICAL BUILD-Ot(Twy' '�- S/B�O,ANCHOR.. 1/4-14 SCREWi OR; S�z3� `moi. z 1/4 14,SCREW OR 2 z4' S/1G-2a SCREW(iYP: (SEE iR+iCM"MOUNT TABLES ON (OPTIONAL) - �5/i6-24.SCREW(iYP)t ) SHEET•10 EOR iH(CKNESS)' BUILD-OUT.TABLES ON! 3x4' ($EE 3 BOILO-OUT TABLES OW `SHEET 11>FORS SPACING)' 4"zb' SHEET 42 FOR SPADING)" - ( ) � . " IND;l ELATION . : _ •-„ ri,!" 1/8'OR pJ4 WALL THIGISHE55. T4ACK SHOWN 11tIII ENO-RW 'TRACK SHOWN ......... ..1' (SEE h1ACK MOu.NT:7A8LE5 ON SNAP TRA K • 1/4 0"SELF APPMG.'S $QAILAR, SLAS LOCK ENO.GONNECTOR " - �' • t� �L MS IVP SNAP,"TRACK SIMILAR P SHEET 10'FOR IHICKNE55� ,.. EVERV'.OTNER$t'AT.AT;EARN END: - �� ,... ..Wx2'xl/$'.ALUM.Z(T`YP)` ... •i/4-14 SCREW;OR '0 \� `• 5/18-24$CREW(TTP) Z. '/8'i-AhCESS iNSLAT LDCKENO-CONNECTOR . . (SEETRaCK:,MOUNT•TABLES 1/4 14 SCREW,OR EVERY OTHER SIATW EACH EN'O ON SHEET 10 FOP,:SPACITIGJ 'HOLE(tYP) 1/8 THIMALLIM.ANGLE Sot O?F. �g 5/16 2¢SCREW(i1°P) ,J ... .. So r(OfuL) --2 p �• (SEE TRACK MOjiNT TABLES _ 02 lA:N 0N:$HEET 10iFOR SPACING) nCCE$S HOLE:(TYF}. . .0'%GU) I, 'BUILD=OUT OPTION 2A' -0 OP .0 •2B BUILD-OL ,. BUI yt "4"� ( ) ��3'• BUILD �UT'(•_ TI N'' ) r`' UT�,SECI'ION. rte'%��� � x;•` ��;� A - �Et0"ETENTION INSTALLATION/N,T.S.L ;A.: ENR-RT:TENTTON INSTAUAIION•N.T.S :`B @lb RETENTION INSTALLA710t!M.T3: �fAff FII1111111� i NOTE: ACCESS HOLES F6R•3/8'"4NCHORS ARE IS/IVO' r CONCRETE STRUCTURE(TVP.); /t-CONCRETE,FfkLEC;CMU,HOLLOW CMU., S 56 m,TAPCON •)) ! TIYBER,RLUs1iNOM.OR STEEL; (ENbLAQ Si'STrM C Y) 5A6'$TAPCON,3/8n ANCHOR: 5t16'n FAPCON,3/8"m ANCHOR. . i/4=14$CREW.,OR 5/16-24 SCREW:(TTP)'� 1/4--14,SCREW;011;5/,-16-24 SCREW(yp (SEE'd' CR`2'BUELD;IN IABLEs•ON ;.. °. '- „, (SEE:3"OR 2 BUG.D>1N TABLES ON; + a A a SHEETS 13 TO.15 FOR SPACING). E •SHEETS 14 TO 15 FORrSPACINb} :;•a . 4 N, NOTE: G sNOtE: '�a SEE BUILD.-N TABLE:.. _ 2kf` CORRMP.ONDINV TTDE BURST N9WiDTH AGAINST THE, 244'0 C,MAX BUILD-IN •v a... 3?1E BUILD WIDTH' '•' :EXISTING STRUCTURE " ...:...,. ik4" ;4CAWST THE .. .. .£X15T1:•dG.SFR1CTUfjE2x3" C . �-- e€OR Ic4taaurA5r'T"ei.EsEoSSw TRACK: .utK vSS SEE SHEET 1boCTABLES FOR iHICt(NE$5}. a - •? -SHEET'10 FCR THIrKNESSJ S j 3 i ,SLAT LOCK'EMP.CONNECTOR •SEAT.LOCK END CONNECTOR. ..SLAT OTHER',SfAt•A7`CACH ENR', ..`. ^EVERY:O?NER°SLAT;,AE EACHSENO• .. :0;2"MIN `E.NbTRETENTION TRACK SHOWN` EHb'-RETI]fTICNe7RACK SHOWN ,.. J SNAP TRAgr,SIMILAR `5/8'0 AC„FSS'HOLE.,` SNkR.TRACKiSIMt1AR .' 5/STm ACCESS:Ho7.E 1TYP) . !/4-1k,5CREWi OR 5/16=24.5CREW(TY?). 1/a-�a 5cflbw,o s/56•-.zp :( Ptt W• (SEE TRACK A SPA TABIES::ON t SHEEP to FOR SPACING') ON SHEEf � " 'MOUNT ABLES., f0 FOR SPACING) q" 3",:OR 2" BUILD IN(QPTIQN 3A} 3:';OR 2" BUILD-IN(OPTION 3B) sjs cress NOLE.<rin END•RETEHTION IKSTALUMON•N.T,S". N.TS.: .. .: SHLiTEtt k'.OVSING /af4 SCREW,04 6/16-24 SCREN 01f (S€E TRACK,MOUNT TABLES,' ON SHEET 50i FOR SPACING}; fir•. ..L'3"N3 t3/8'%SIUFl. _.. LAT. Fes. L3 ask?A4 ALUM., 5, IS 0 TAP•,ON.3/8 m ANCHOR K , �. t .;'• Ea ' 1/4-54 S flEW':OR 5/76 24'.SCREW(lYP1 ".• ., a`. '(BEE 3f$'ANGL, TABLE_:ON 75'.F(Sf2SPACING): .,. 'S RAR_ gg a „ ifs-7a SCREYM,OR 5/18m24 SCREW(Ti'P) SEE IRFCK•L10UNT 7PBL5, .'VERTICAL BUILO:-P1 �! ONE SHEET"10 FOR.SPACWG) .'� SLAT AT EACH FN SLAT,LOCK END CONNECTOR._. ^. EVERY•OTNEf3 O: - ' • ° :' SHOW . .._.. SNAP TRACK SIMILAR K -_.. o Stf 'N "-,5)8"0 YACCESS HOLE•;(f�F) M ' " ....:. .. EYEriDCONNNECTOOTHER N•ENO; ..,a. 'F a v••, %6 , •'. OR 5/76NCOR.CREW:. P) ``.`�Yi f711lTY + v 0..2�.:YIEM ,(SHEET315•FORD SP,.tCiN�GL)E `*� n.,ACCESS'HOLE(NP END-RETENTiON'TRACK SHOWN SNAP Tfz<RC1(SIMIla12 O k' r�L3x3x3/8 ANGlF BUILD-Ii1['(QPTIOPI�#A)' 13x4 6 ANGLE BUILQ IN(OP7TQN 46) ,BUILD-IN SECTION u. H' .... FNIMETENTTON INSTALLATION RT.S.:' '°^, ENtrRBTPNTtON fidSTALL4nON N.T•5i �'" ERdD RETENTION INSTAL1AnOR^N•T,$.' '�d•!• ,. NOTE:: ACCESS HaLES:,FCR 3/6".ANCHORS ARE�13/16'9 ''�'b1,TTS�a INTERNEDMTE,kULLION ORt OORNER tAUtl(OUii END:. CONCREM FILLED Cttt),✓H040tY;CMi1; •UP..TO 350,t85 BNtPTER WEtOtii'WITH:-\, E!MNG'STRUCTURE: 11MBER.•ALUMINUM;AOR:$TEE. (4)5/L5,'P'TAt'CONBPOR u.re<tQo L TtE' WTAPrOWtOR 70 206 }s! `raa cotai� t) J.. P- BS-SHU. P UPS'•• L (2)5✓5 ONPR ,:. .a (S� r4.0z1•SMS t) tr4`6 1 OR- OR 8"t a`mxi`:5M3 .::a 6 .. a n o c .. `,. '7✓4`i.SEIf-TAPpWD°SMS(flP}..... 5/160 TAPCflN(TTP), - -•' �-•8 —— ——.-—, MOUNTINd BRACKET': ENO'RETEN7IIrMSTAUATIOld>X.s:`. + STEi:L,DiLACkETSTEEL BRACKET kss .STEEL'8h`ACKET w !- mj MOUIVnw( BRRAGtCEC.TN�TALL'ATION! ' '. ... ,.:.:'".. �PNDREtiiiT76NIN5[ACtM1T10N-N:T S; r 4 . 1/46"f N.UM.PVP-WM ty. P ROLL FQRid 33D TD Ad AL9AC HOOD MOTORGEAR ATE OR 4..: 3 d5'tt Rl(AN P.P.P.RtvES 1f40?AC-CON;;9 ifl OC.S7YP) .. L LF-T.,t�oaG_� , . r b'.I&O.C.,tTYP)., t✓8"'HOOD ANGLE. 1%8 4000 ANGLE ... `..; •51OE RAIL O�O 1 fA;d'.SELf TAPPINC'SMS .r - ��'' ,M8x7 Z a •` � .... 1778 O.C.(T`(P) '..-.. ,` .� ®® '� �`.`•'.. - ... -. STEEf.OR ALUR4.:7U&^.-::- - � GEAR OR TUBULAR MOTOR ORR'E CAt3" 83 .. .. . .. r ,.r a"5CN OUOVER IGD VF OR.1O8+ d 7GMM CUSTOM HOOD WALL ATTACHMENT GUSTOM.HOOD'(E'UNGATTACHMENT, asAor PLA-tfi'O72 �t.o s✓a TEl5 ...- .ENI ABTEM70NTN5IALtAT10N-N.TS., :. < .,ENLI-REfkMtON[NSTAI.UyTtON-N.?Si IDLER SIAPPDRI', . SM'OR;A04,.,,PIVOT , . ;. 6 TOS-0:4• _ l/Ltflf t4 .. •ROLL-fDRM;Q30 T0..050 ALUM.HOOD 'k;. .. .. .. FRONT 5tbE - END'GlP'COh1PONENTSAND ASSEMBLY' .. ENO-RETENTIOHRA9TAUATfOaI&TS:: �f�/✓ b .' � �\ A fTT1111111 - ALUMINUM HOOD COVER' aea ' "'EN,o-tecTErrcwry�NsrAtuT[oN,•n.rs.,, 'r n 335x'- 7,289"—•-^+ �i0�2'1%Y 54&;SS 316 EO b;ti6" 0.191` r. OR Ll6 FH - ACETALEND,:;;ONNECTQR . 0.106 _.8 MM SCAT w. 1.166" 0.085" .. Q 112 .. 0.726' $ Q.090.,� 0:4440 8 � 5650:T6 A.MINUM-,3 i/4"SIDE-RAIL S 8114"ENO-AEIENTIONSPANbARO TRACK-SCALE 1:1` .4 � t SiOE HFIE x:3254 !rte F.284 0371 o tQ6 r EfVO CE?NWECtOR"OETAIL; '� B7lYRET@tlT10f11NSTALlAT16N•NTS:: ; i 5050 T6 ALUAiNbU'i i/4"510E RAIL 31F-ENR-REfENWN$NAP aRACR•.SCALE I:1 8,273• ; :.- .. 2698' 1 Itit 1 $,4 0 1 ,�'�'i f i ,Ot %504-6- ALUMINUM.58MN1 SLAT ENDAUENTION SLAT-';MMA.W f� NOFES� tannatEs;oP-Eilsncar SLAT L&K 6k6 CONNEG7'bR' 'IrtOMt,N- F1NEH +ACt:MM NYLON END-REiVMON INSTALLATION SCALE 1Si 5t'CTbNAt RHEA As i 806 lll^f f, •. _ - -- - ��ma y." 66`` SLACK(SLIR), Slaek. 25s.Od.IN' : ANGLE-BUILD-INS(TVP).,, 4.',3*,OR 2'BURb<IN •(TT'}. 1/4 14 SCREW OR /16=24 SCREW,{7VP}: f1YPlCAL ATTACHMENT.,OR: 'fSEE BU UD,+14S TABLE.ON. A.FERNATE ATTACHMENT) END MULLION .. END MULLION SHEETS 13 TO 15"OR SPACING)% '. END`Mt.CUCS..•.` 'f(4 to SCREV...OR - .. tb 2a SCREW�!P) -.. ,..: .. .. .:_ (SEE 3/B,'AHv^LES'FABLES . ":SHEET 75 fT,QR SPACING} too NUCUDN.. ENPOID MUi'LON ," -i%4 14 scREYi.OR INSTALLATIONS SHALL INSTALLATIONS SHALL: nom 5%16'14 CREW(YP) �. HAVE A.FI.ORIQA HAVE,A'%FtARIOA END MULLION is PRODUCT APPROVAL' PRODUCT APPROVAL INSTALlAT10NS SFiALl.. (SEE 1RACK'-MOUNT TABLES r� FOR tNIS,TYPE'OP FOR,.TMS FYPE OE. "ON SHEET 10 EOR SpACtNGj se- T4 A F10RIDAI sn SfiUTTER;.SYSiEM - 5HLYfiEi2:SYSTEM, - -. -, ; PRODU T•PPIIROOVAI. SHUTTER SYSTEM w .: .._. rC SCREW-oR S/16 2kRE '=SCW((YP), ^; END—RETENTION TRAMSHOtYN ,. .... . .x lit-,14to SCREW,OR .(SEE TRACK MOUNT iA$LES;...: SNAP'.TRACK SIMILAR' Qb 5/76 SCREYl.(tVp} •'END.-RETEhli'0N`TRACK SHOWN:' CN,SHEEP lO FOR SPACING), END RETEJdfiION�TRAGK$itiOWNa ' (StT TRACK MOUNT TABLES -;;Npp TRACK.SIAti7;A4 SNAP TRACH;SIMU.AI7 ON.SHEET 40.FQP.'SPACENG}' > i1 ATYPICAL END MULLIONSOPTION SA) END 1LIOV W/BUILD INs(OPTION 5,9) ^;END:MIULLrdN W/APIGE.ES'(OPTION SG} ENb•NCTENTiON JtbYALEATTQN-NTS.-. '; P.NO-NET6(T'n0?4xRSTAIEfiTJON,;;N.TSi . �:.0 END?RCTlJiR10N,1NS7A1LATJON•NTS;,j ;:. : W: INTERMEDIATE MULLION=' 1NTERMEbIATE MULLION' INl£RMEDta7E MULLiQN t/s-14.SGRE 'OR�3IT8 24 SCREW(TYP); ,.(ARYLTLE BUfLC),=CHNENS Vi? :NOPE L,.NQMz tSEE,EfUlEO 1NS T8.E5 ONNOPERMEl*TE':: SHECiS 13 TO 15 FORSPA.ING7YNTERMEDWZL.tOryMULLIONV,16 24 SCREW NAVE A FLORIDA PROWLS APPROVAL - E•A FLORIDA .. ,PRODUCT¢PPROVALFRCOVFOR`TNJS„TsPE:OE THIS TY?E.OF' ' {OF PET:FOR TMS TYPE.SHUFLER'r5Y5TE11- 7TR lSHUTTERSYSEMO•1/4-44:SCREWi OR fJ4 i4 SCREWL'OR '6/ -24 scREN''.<TYP),. .. ;5/16 24'SCREW(7YP) (SEE'1RACK L10UfR'TABI£5. .. (SEE TRpCK.;M6U.^JF TAB:E'a. ON SHEET 10 fOg SpA..I-'V✓) 4 R 2 BU#LD-1N5(PYP}- ;Oh$HEFT;7Q FOR-'SpACENG) '.ru y>, ANGCE,BUILC-'d4S(TYP)• J .. < ( F€ ATT GHM _ CP OkAL:.ALTERNATE-" ' A ENT)' ' 'ENDrRETENTION TRACK;SHOWN •TJ4 :ia SCREW,'OR 3/16 24 SCREW(TVG).` -SNAP'TRACK 51tAtLAR(NP), END RfT_EN710N TRAC1::SHO4tlly S R . ("&E TRACK MOUF([TABLT'S. r� ShAR TRACK SIMILAR(jVP).•_' �� S -'- ON�SHFET lO�FOR SPACING) k END-RETENTION:RACK;SHOWN. ;`Tt;lttli I ¢NAP TRACK SIVI(A1t%(TYP) TYPIG4L INT MULLION.(OPTIOfV 6A} INT.NtULLIOPV'W/BUILD INS(OPTION 6B) DINT MU!LION W/-ANGLES(OPTION 6C). ." .... FJaO•RETRtiEON;tNSTAIIATION:-N:7.3: r _ :&�i�}gETPNT3ONIN3TAlLAT10N,N'1[a6r-, ^...^ .. ZND-9ET6R'IONII ISTA�TION:7.ILT.& 0.•.Y & C �... �,. ti /,rA FTt11t1i,13St�� :. ., t/a-.ja SU2EW:DRS/I8�24 SCREW(SYP) '4�' SHEM 13.T0 15 FCR.SPACiNC.) CORNER,MULLION ` - 41.37;OR,;2EUILa—Vd5,(T,(P} 1V . LSy CORNER MULLION .y INSTALLATION'S'SHALL NOTE HAVE'A,FLORIDA LLION PRODUCT APPROVAL NS SfipLt FOR11iIORiOSHL:TTERPPRYPEYSSEBd� �ra t/A t4 sGREnv t (SEE�T C IAO[ AECES) fSEE TRACK MOU4T'TA131,ES �',SNNAP TRACH SNMI (iY0)wN� � f, y Ew'(TVP} bN•SFIEEY f4 fOR SPgCAQG) ENO RETENTION JRA K SHAWN DY,fiHsE1:1Tk FOR SNACtt;D) .. SNAP TRACK SODdItAR CMT TY ORIVER MULLION(OPTION 7&.. p OO 'LUA W/BUILD INS(pP1TON 76Z, w; eNoRcfeangwaps7Awenr>ti,p;rs,. ENDgeDENnofJ LNsipiLATTaN,wrr.s:'. �� �Y . • "ANGLE.@UtID,1@5,('t�'PJ'. .. HU OR - . (TYPICAL ATTAC .ENT ALTER WE ATTACHMENT)'. •_: 5 i4t QstRe F(TYP.) ' (NEEAN CIEN"TASTES ON SiEET t5,F-0R SPACENG}. " ;NATE' C..,. / 24 SCREW TTYP) - 5 18� .:CORD7ER MUWIGN: . (SEE•TRnC, OUN,'.TABLE$.,. $ :INSTAL[ATtONNs:SNA1L ON".EET j0 FOR SPACING) .' FLDR!!AA iD R?DDLCT ARPROVAI: Q .FAR TyENT{NTllgq T,., .S!tLTTERrySYSTn"M ``\[l ENO-RETEN7ICP!TRACK:15HOWN CORNER MULLION ELEVAT N sN P s M LAR:Iiva) s�r?Gt�nRauLTIte:NumaNv±sTw.airoxs-ra.Tsi �11 , /KORNER MULLION W/ANGLES(OPTION 7 . '. .MN AB 69TIDN IIISTALLATWN NTS.' /1i1• {yP ri.. Rq^'a,i B. 2.3 ___ ._... ... ._. .. :-2. ... S':." 2' .. E6 EOE— ------------ ------------ Ij -- $ !, PaVcui�eNA7E suTT'JO N (iYa} .I I A Z6 5 GROUPED CONPTGUPATION SNOW N ALTERNATING SIMRARIN.TA �^ TYPICAL VIEWPQINT WIN DETAIL a i SLl,T ti�CK(TYP} .. N.TS �$ 4o x, SLAT SPAN , GROUP.'ED UIEWpbiNT UNIT ELEVATION c... ;S1NGI.E CR MU4ITPLP,UNCFINSTAtlATI0N5„NT.S. ; POL.YCARBONATE;.WINOOW 10'WN EkGIN NOTES TENSILE;>;IELU STR NG7N ASTM D638 4SOU PSI' FLEXURAL STREhOM'AT.1166, ASTM D790 S3;q00 PSI NEXURAL MODULUS ASTM 0790 345000 oSi �. NOTCHED IZOD -ASTlA 1 443W SMOKE OAN�,,,. ASTM 02843 84.W:MAX Z 1L.TE•OF;;@UR1IING' >ASTM D&35 C-T.CLASS` v� f . � SE[F,10NI110N ... _ ASTM'D1979 84D F - i z :B:- TENSILE STR.EZ30Ti1 AFIER WEARRINO ASTM DF''8 9;ea4 P9 TCNSIi.E STRE;t0TF1 BEFORE WEATNERINC ASTM 6838 8,884;PSI 2; W. SPECIFIC GRAOTr ASTM 0792 0.043 IB�iN' op>, POLYCARBONATE VIEWPOINT WINDOW 4 SAB[C INNWX,'M PVSITtIE)C4NI93 = o ------------------; ell _ 1.DOP', .0.,693•: .. z WIHOOW h a. .6:125" Q _. .. . -------------------- SLAT ..703 1609�< ```Y7• _ .` ;0. '' rye .. .,. 3; ALTERNATING VIEWPOINT STNGt1NIT ELEVATION bob sIE OR NULTIPIE UNIT iNSTAUATTON9,wrs.. .im!T6 ALUMINUIN 58MM`�SLAT o y , Z. EN"ETtN'TONVIMP01MTStaT•XgE�I;1 NOTE FOR ATTACHIAENf.OETAtLS'SEE'Sff&E ,2'TRRU,7 'AAAA1 1111 ---'LOMBON VaSTING'STRIJCTUREFROMS 31TTERSYFTf34 .. Tx=PR&LELLOADSW):. .. .. ENDAETENTIONTRACKS .. . .SLAT -MINBdU618EFARATR7NTOGLA20JG101CHESJREOUIRECFOR. SPM,..120 1 110 1 100 1 90, 80; 70 1 60. ;'•D,' 40. `30: INSfPiLA1ION.PJ,W4J0207IE4,ORE6SEtJTt41.'FACUTES 36^ :180 .165 350 .135 120. 005 90 ,75. 6Q' ;45, SlA 48' 240 220. 200 180 160 too 120 100 ;8a. ,E?0 SPNJ 120 •110 100 9o. 80 .�70 60 50.. 40 30 a• 60k 630 488 346 225 200 475 S50 115 '100 :75 36' 2.0 2.0 120 .20 ,2D 2.0 2.0 77: 1495 '1308"1121 941 753. 565 377 188 -120- 90 46' 3-4:-.3.1 •2..9 26 23 4.1 20, 20: 2D. 20. c"I ffi7� '84', 2258 2025. 1799• 1585 1336 1103 .80'8 632 .395;"156 6T 46 45 4.4 42 41 38 S3 28+ 23 2.0 96' 12977 2701. 2424 2150 1S68 1585 1309' OR Tag 452 77 S.1 50 48 47 45 ;45 d3 42. 41 31 64', 56 5 5.3. 52 6D dB d8 48 45 4.3; to { iC8` ',3680 3340 3032 2710 2379 2047 VII 1380• 1044 707 � 120 43V,9. 4004' 3635.9257 2885 2504, '2ti3b 1728 1334 937 96' 62 SD 58 57 55 54 62 50; 49 47• t 137 ;5058 ,4651 42290'351Q. 3331 2943. 2509 2068, 1619' 7171' 108; 8765 .64 .b2 6.0'5B 58' 55 53 5,1 ` 5.9 57 55 "` 4• 2 70 6,8 88 83, 6,1 ` - 144' 5755 5291 4ffi2' 4354-,3877. 3388; 2897 2402 1903• 1394 137 81 79 76 T,'4 •7.1 :69 6.6 64 6.1 5.9. 31 156' 5932 5413 4898'7437,7 3834 '.3292 2738 2179 1608, ,46' 89 8.7 ;8.4 871.78 79 )2. 88. 6S. 83' :$f 5641 4859 4279t 3679. 3073 2462. 7230 Y80' S352 4716 4074 3409 2738. 21X71: 155'. 9S ;92 89185 62, 72. 75 7,1 E7 197 - ,... - 5845 5t66. 4487.`3746'.:3014 2TT3 166': 102 41;,9.3 Al? B5 8.1! 7B; 7:2. 204" . : 5596.:4848:;.4062.•°.298., 2488- .180' !:: 10.7 '10.3 -9893: 8.7: 82' -7gr �9't'... -: (113 1017 10.7.95:.89; .210'•.::� _ - .524;;.:4418 :3574. .2710 .204: .;_ r. .;.1. tIA ild 103 96..891 - •5626, 47,53-385B 29331 216' - 130 121 113' 104 95 24Q' = - '+ 5066;'4135, 7256 220; 733 123 1,13. 103` . .252. .. - - '5422' 4416'-3378:; _ , •5748;.4694 3584. 24G 147 135.123 Jr.f• .257, - 14,8 '134 718 270•;. _ �... - •4976;.36t7- ' 2&8' 2BP - ".162' 146 1233 ._......,..r - r. _.. ;:6250' 4040` •276' ,_,:15.9 •140 ".moi' ;288' 17.4:ASA LOADSON FXISTJW STRUCTt)REF;ROM SHUjTEftS7'STOA:- Wi FERPENDiCUL LOAD${Rx1=• L" :&AT, PRESbum Mil � . SPAN 120 110 .100 -e0 -BJ 70: '60. so I 40. •30 36' -182 '167. 752 137" 422 107 92.. 77:..;62 '77- 48' 242 222 202 .182 .162 142 122 .102 8a :a'2' 00' 300. 275. 250 225 200 776 151. 12fi 10.1.. 76... 77• 361 330 300 271' 241' 2111 180 150 121- 91, §! W. 421' 0 351 "316" 181; 246 270 175 140' 105 t 1C 98' 480 441 400 36f 320 280 241 201161 121 108" 540 496 450 .406 360 315 270. 281 130 _.. .._ ` 8 .1 , 120•"801 560 500 '450 401 351 303 251 200 •750 vt . yANCHOlj, 1l50PP61) OBOOP6IJ (93:495)' Z 132 661' 606 "550 496" 441 385 331 278 220 irt. Ym 6:Mtn 6408 m mb.-Mtn.ape Mm 8. - 1EE b TFOCONJ R✓-- �- 74, 3 V 1714-, 2•- 144•- 72t 661 EW 541 401 42D 360 :,M 447 187 3!8'CONR -3PJ4• 31k• IW 7,10 550 6%_ 621 -456 391 38...260.. ..195 766' fit 560 491 420"' 350' 281 2J0 180' b00' 525 451' 375" '300. 220' 192 641 501 480 400 320 247. .n . 204' SS 510 425 .341 255• `�1 1111111 T 2% - 541 4S0 360 .210 �•����" 21B' s7r 47s 380 :285 ��'�by► ,�'J�•' 240' a c S00 .400 301 257 - 526 ;421 316 264 550 440... �M 286' 467 .300 ce 4 d ian c w 11-4 12.^'' � waf'nv mVmr,12^''1S.4!X83 G Lai _ �ryu N{� yy [� pp ((n�. ,qqoD ffJJ 1NV N �`.••i �=2 f 9 a mb"r`3��L�ffi"•3Yo$ £�,'.p'"f,'1`m"Yo' �acp�m°'��5,$:wS�'?323�r'�''�p Wg;t�n `'�`-1 G NN, ff.ff >th tai A � y Q C O .fin p BTW A ~ CCC•(-fll ;•NF.+r.,47t�v'a�".A`_�S',�'. f3Yn59Rs'$N$mm::... $. &'OwP.iSfB�o ��•o v$"rtl op', �c^1aw33B1��39Ai"mse 90 isw't t salglMsz! M:�W o : m:. 3p is 'F3t3Mw.vv.,Md,QJ8"a;ES`bai�3H'rP.+,$�mf"i`di€i$`c2''m'.4:`i3� i.� 1.tA� au cU�CC„„to OO11 p�.�Vw1 .mm ttOO oo NN •-.�ys.(� °s'.3 . ii�N.wA N N&;N N!k V s w AtO.W N n: ay ��' •�tEN�F': O�rte` k.,.,. 6wninatl°�'o�m�s"A6aen��1.. � AM AHT 58MM SHUTTER, p te�:umi6�mnunaareaeseZ _ �i ,�fk�,'"�,•t11.�+(Q� .. :-..`..,-,. .._.,` •. •Mt�+�tKED!lURIUGAN6?c-ctfNOtogr O• '' tE DRAWN BH SfAtE. PkU}:( '� �aawui+ts wa r�er�cs:n s�ios , ��.4 �� _ t :'��.2eoono.vFr;i�ersaoou !i' '10 � . /zo/te �xr N.rs ieDaor ,�„�r-use •4,BUTLDaUIS 4'.BUILDOUTS 4'EUILD_OUTS; 4'BUIID-OUTS 4'EU9A-OUTS, rxBU'LD�OUTS: END;RETENTIOt TRACKS,- EN"ETENTIONTRACKS •••-" - - •END-.RETENTIONTRACKS ENQRETE14TI0N7RFCKS w ;ENQ-RETENTIQNTRACKS, 81N.RETENTIONTR7CKS MAMIUMDESV(PRESSUREOFASINGLEMITSLAT MA'UMUPADESIGN PRESSURE.OFASINGLEUNIT,SLATMMUhdDESIGNPRESSl1RE AYItAUMDESIGN PRESSURE MAMMUMOESIGHPRESSUREOFASINGLEUNITSLAT MAXIMUM DES91PRESSUREOF.ASINGLEUNITSLAT; .Wl4.1 FORFNYHEIGHT ATTACHED WITH 'WW-LFORANYHEIGHT ATT7CHE0'WI7'H 'OFA �NliL.F.OR MIY.HEIGHT.ATTFCIIED WI7H: W1V.L.FOR'N4YHEiGHT.AT�TPCHE0 WITH � OFAMGLEOMT"S .. -0FASWGLEUMTSLAT : b p SNE ELCOULTR/CONHFH"ip6'O.C. 571GHFH ELOO IlLTRACON Q4 Q.C. ..G 114'-1.tiELCA DRL-FlIX '5n6'-24EiCb DRIL4IF]G �$8 NbLIFARH47HHGHT WAIFORNIYHEIGHi. r .CONQ& HOLLOW, CONC>& HOLLOW ATTACHEI)WITH. A'TOCHE0.1111TH �6'.O.C....._�,6'O.C. i.✓�4'O.C:__.�40.C:. 612' .,...�8'O.O : �6'II.C.__..�40.C. F . TUA[3F17 T +e B.gJST_ 1k'PllS7 "114'F1I6T"!.'114'N15T AWABT FI:LED:OMU. CMU, .. FILIIDEMU CMU•. ,.. 318'EL;OCOFIFLE,91M,C:' 3e. FLEX J0ALISTi tt4AGST a2"'AT SPA SLATSPNV .. .. - - SLAT SPAN PRESSURE PRESSURE F?RESSURE PRESSURE PRESSURE 'PRESSURE CDYC.&FILLED CONC.&FACEDPRESSSURE PRESSURE PRESSURE ,PRESSURE -PRESSURE, ESSUREPRESSURE`SF ..SF (PSP• IPSP; -.SF CMU• ;CMU SF1 pSF' F IPSP; SF'SLAT'SPAH .SL"ATSPMi'-57'' •120 120 120, �ST •120, 119' 120 PRES.SU PRESSURES6' 120' 12D � =120: 120 .104 120 12060'' 120, 10264' 12J, -100 .....120 : ! 60'.... - 171 120 120: 120 90; 109.. 1206T, 120 89' 106 68' 120' 85: :108 98' -.101 '1w, 120, 641 ',93' :120 112 120 7Q .97 - 120; W, '120 T8'- •53 72' .1201 73, 93 100•:- ' 1W 'd1C, 120 � 68' 78' "117 96'- 1b _ 70 ,87 .. 120,. '69" 411 68: 83.-. .. 76'_. .120` 63•' :82- 104•. 93:- ..-_..120' . . 115 ', ,. 72" 67 - .`. 102 83 .. 120 84' 63 ' ". '78, -..:_. 110 .. ::72''. . . 1D0, .61„ .74. ._. _80' •109: 5S' 13' 108` 87' "126"• '106 MY '59. 91 73_„ 120 88' S7, 74 •101; :. .75'.. 91.. 55,._ :67 84' 96.. 50. 66' 11T- 82. '132'• 98. 00' .. :51' lO.... 65 192 9T 57:.. 65 _ 93 _ 78" 83. 49: :60. w 90 d4� 'S9. 176'. 77' •1?e" 92 84' 'A6: '72 58 101 96' .ql (59 88 87/"' 76 '44 .55 92' ffi 40'• 54 12D'• 73� 144± 86 ES 40, 65 52 92 IV, '43: -55 79 845.. 71 -40 56. ___..96'_ ..76- - 30' 49 - 124' - _69 _ 1FA'.. 81-_ 9T 36. ;60. ._.„ 47_- S5. : '104'. - 40'. _ :SO.. _ 74 W 87y, 66: 36+ '46 1D0' 70 33. 45 i28' 65': .156 76 96 '33 42 78 100' 37 47 69 :90.?....7.777T= 33..___ 43.1:.. . 1041 85_ 30.....'. 41.,...... .._132" ,62, "162 .... .. .. 100 :.:..: 30 ......-_ 50 ..�:. 39 72. 112'• 34... 44 BS 93"- ...:51"_ __.31 ._ :40 .108': . ..81 ..: 28'.... .....:38;_. ......136'. .. ..59' ...::785'.... ..68..... 10d".......:.. 2T.,._ •48..,. _ 36 ... 87 116. .. 32. .. _. d7 ..... 67 `. .96•. 53,; '29 '31 '1T 57 28' 36- 140' 66, '174" 64 108" .25 .... 43 33 ... 63,. _ 120. 30 30 .- 57 89° 50; 26: .34` .76' 53 2a, d3` t"4.4' S4:; : "180' 61 742" .23 AD 31 59• '124' 28 ,35 53 102x,.. 4;7.. ?25i_ 32_. '20' ._50. 22:.._ 3.7: 148' 62, .._186' .... ....58 _ -116' - ,21, _. - ;37 29 55 128' r_ Zfi _ 34 51 105`- .44 23, .30:. 724, 48 21 29, 15r, .493 -'192`' - 55 1201 _. 20, 35 27 52, .132'_ 25; ". ;32 ... 49 coo ` 106`, 42.: '21; 25 _ 129' 45 19� :20:. .....156'. A7. 198" 53' .- .124'..... _.18. •33 :, 25 '49•' 138`. 'Z3' "31' 46 tttt'y .11.1'.. 40'" .,-20. '2T -73T -43 18: - -26; ' 160" - 46. . .. ,204'' 50 - 128': '•17 -31' 24 46 -..140• 22 -. .25- 44 =, -1147 38... _19 -25 .- 138'' .....41 17'_. -.'25: 164' 44: _..,210'' 48 ___.; 13T' .. _ "18.._. -. 11 _ 22- 44 j- 144' ... 21� 2B_ 42 ' 117' 36 '76 _ 24:.. 140" 39_ 16"_.. .23:.. 168_ 42' ....:216' ._._ 46 1 1_...___. 15. .. .. '28 21 _... 42 14ir _. 20__... '27._. .... 40 .. Q _..120'_. 34:+_. _ ...47'.. ..22' _ 144'. .. ._,.37 15:'. _....22.,.... ....172'... __41.. : .__22T� _-... 44. ...... '140':___._ 14' ,27 20_........ _ 40:... .. '152'__...!.._ '19 '25...._ .. .39... :. .. 123' 33" 16: 21, 149" 35 15 21. 176' .. -228" ,43" 144'- 14, 25 15 W. 156` 18 =24 37G 426, 31 '15' 0 152' 34 14' 20� 180'` 38' _234' 41 1481 13 '24 18 36 160• 17' R3 35 $ �o 129' 30 .14; 19 1w 32 13; '19;, 784'' 37' 1417 40 '152` '42' 23 17 35 .164• 17; 2 31 d ' .132* 29° 14 IS` 1w 3£ 13- 18. 188'- _35' '246" - 38 i5fi 12. '22 16- 33 169' 46 •21: 33 .135'' 28. '•13' 18' 164' 30 12,, 18. 182'• 34 ,257 37 .167'..- 11 •21. 19 32 '172. 15 ,21 32 � F .'._.131-._ 27' ..12:... . .':17. ..:':..766 ::. 29'. ..12 ..:..17•. ..:..190.. _ 33.- -258' ..36. ..` 164- I I,- 20-... 15_.. ._,31 176'. 1fi,._., 20.. _.30; x .14P 26', 12- 10, 17? 27 41 i76': -200' 32' .294'' 35 169" 10 •20 14 30 180' -'14' 79 29 144': 25. .t1' '16 178` 26 11 •16' 204' 31 %270" 33i7T^ 70 79 14 28 183" 14 18 28 y5 14T 24 '1P__ 15`.. _.180' --25 40: - 15; -210" 30- -1216"... 32 176'._. 18Ip p 450' 23: .10' °14' 184' 13__ _77--- 199' t3,' 18 27 8 . 25 10• :15' .216'•" 29.. ,2ffi': 31 180'' - 17 13 28 196" -12: 17 Ni - 153'._ '. 22. .10:. _.,.14, ,W. —24__ : .10 _14' -. .222':. :: 27 m . ...288' __30 t84,. .. 17. _.. 12::-.. - 26 .. ,204' '.. -72,. 16... •,��;�:; a �'�,.� .�°�,• ..— ''r�A�!rani Qt1``— S.BU9.0-OUTS .; 31SUflD-OUTS .; 3'BU1L0-OUTS + 3'BU8D-OUTS 3':BUILD-OUTS ' 3'8UIC40UTS , ENO•RETF14iION.TRACKS END RETENTIONSF7pCK5 •• ENDdiETENTIONTRACKS ENMETENT10,4TR4CKS &4.1:RE'E1JTiONTRACKS ?P1"ETEMTIQNTMKS; - - MAIFAUMDLSIGNT?RESSUREOFAS>NGLEUNIT,,SLAT MWMOM OLMN PRESSURE OEASIN,GE;UNITSLAT. + � fA_AXIMUM OES=GNPRESSUAEOF�ASINGLE UNff,SLM MN9MUMOES<GN PRESSUREOFASIh.,lEU4R-SLAT' •-•� MA)1.1MUMDESIGNPRESSJRE PAMMUMDES4NPRESSURE WPJ:LFOR�PIIYNEGHTATVCHEDWITH 'WALLFOHIV41'HFJGI{TATTAGHED:WITH ,,W4iOR'ANYHEIGflT'ATTMJEDWgH Wl4.LFgRH4Y71E1GHT%ITTACHEDWITfi, OFASINGLEUNITBLAT ' OFASWGLEUNRSLAT, SJ16•.RCO"ULJRACONHF.H@6'O,G;. ;5116'HFHELCQUI.TRAEON�A-O.0-: ffd'-14'ELGODRfL-.FLEX '511824ECCO0RIL'^FLEX .r`1,•�. • :WALL ORANYHEIGHT ,WOLLFORMYHEJGHT' CONE tT HOLLO J. -- _C074C.&' HOLLOW - I ATTFCHED*i* ATTACHED-WRH -- `tIMSER.; ,._. . .,,. •T MSER @6 OG;. ..@6 OC 1 @4 O,C:. @4'O.C• @8 OC.;. ".@6'OD. @4 OA '� °ry'. FiU-ED CMU CMU + FO:J.EDCMU CMU 3'B ELGO CONFLIX'Q'6'O.C. 34;'$CO CQt4FLE1C Q4'0.1; 118"•At15T 14 A11'T' i/8 ALIST. 114`%4JST .1I4,ALA37;' 'N4'YtST. t14 id.)5T SLAT:BPAN SLAT .. .-.: SIAT;SPAN SLAT::SPA14 - z PRE66URE- PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CDNC;&FLLED CON,C&F1um PRESSURE" PRESSURE: PRESSURE fi2ESSURc PRESSURE' PRESSUREf SF) SFj. Sf. .. ASF SF). - SF : C14U CMU _ SF IPSP' 'F PSF F. Sr $4 SLATSPA4 �SLAT.SPA4 ¢ 57 120_. •118` ..'120- ..__.60r' 120. 116.; ....AM .55'• - 120.. 120 ._ 1 120 68• -.. 98' 116 123_...: ~. arm :60' .120 101 tib X64" 120 •97 148, '- 6Q 109 t2D: '12D• 120 72• 86 102• 120. 120_ :88 102, 66', 120 .62., .,.:102' 84•' 120 108', 116,., '69" ..91 120 107' 120 76' :75: _ .SO 120_ 4 66.` 1.16 7T 90 72` 120 7.1.. 88 88' 1]1 .174' 108,'. .68.' :7T if 1'Q .92 72D 60'... 66- f0 iD3. r69' 104 +87 s 80 +78" 110, 61; 78 - '92" 102 ,.; 120' :9ZIT' .65: ,96 ! :60 '720 ,84" 59, "T2 99 .. k . -72- 94: =60,. 71 i <80' 99; 154 69 "66` ':94' ? '126' '90 '76' 57' iO4, ! 70 113 :86'• f S3' •65 90 " 75" 'B5, 4P 64 t ,84': 89: -46. 62 ;100' '88. ;1325 ;83 X80}: 50.:: 75 =61 '' 1.01 ' : 02"' 48; tE0 83 76` 713;_ 48:"" 58' -'W. 8t 43, ' 55 '104' 82. 138, f 76 .. _.`;.84': 44. -"67. ,65 92 •°6" - 44 - :55 77-. .. 81'. .:'72' 43„ 53.:.x. ..132'; 75', 36,_� 50... 108' 76 t144 ,-.::..73 :: .6B'. . _39:. 61 � 49 .. 83 100'..,. 40; 50 71 _ - -,A. :66'_ ;w_. 48.... 68' 69: 35.:_. 46.. '112' 72,.. :..15Q +65 '92' .. '35• _ 56 _:.. 44 _. 76 iC4'... 37. 8T .BP t36 44 700' 6#' '3P 42 '11G' +68 15G' EGA' '.96' 31 d51'. .40 70 108?. '34 43 82 fW-�' 90' 57' `33: 41 104' 59, '29 39 : 120' .64 :162 :60 100, 29:' 47, 37, 85 "112' ,32. 40 58 f� ,53 i30. 36 106' -65: . 6'. 96 Y24' ;BQ .158. .57, OA" 43 34 61 416' 3u 38 54 : 9fi` 'S0: 28. 38 11Y -51 :24, .33 126.•' `57 s '1TM ;54 108'. �- 14 .40: •31 67' .120':: 28.. 35 51 .gg;- .a6,.._ 726...... 3 ....... __ Y16, _.A,.. :.G3.... .-:3i..... ..:.132' ......_.,54 t- i180.' ,51 -_. ...1125..._ 22+ _. ",3T - .2$ 53 '124?- -. ,26t 33 .. 48 ... ,.,,.:102' ! : 24;;;.,.a ,,,,...31.,�.. ....�Y2�7.'_ .....95.,...r .�, .<7::<,,..,.,,.m_29_.. ..._..136". ...e.::.:52..,..: •_,.,.186,.m._.'.,.._.�49,.,.<..u. .,,-,,,NG:�: _...,,.ZO,..,a...�,. 35_�'.-_�.27., ,.;,...50_.. i__�126..M -125'...- _-__44 41_.. :i22 .:..-29._.. ._.124' ..,43.._ .._20.._ ..._.�._. .._.14D' _,....__.,49 i_'_..192. .. 47 _. 120'.:. .19_.. 133'.__ 2 � dT 132' .. 23__ �.._. � �; 1067 '39; 2f,.,, _27., - '12W '40' 18, �26 ]44' ..4T '198' .4S . .. 124' •18= .31 ,24 44 136' "22 � - 41 111' 37' 20. ' 25 i 132' 38; tT 24 148. .45 -204: .43 128' 16' 29 •22 42 td0' 2t - 27 39 174', '35: 18 24 i ;136' 36; 18 23 152' '43 210' '41 ,132' 15; 27 : 21 40 144' 20 25 38 Q r :11T : :33 17 = 13 '.140. ;35' 'fS: •22 156; :41 +'. 216' '39 '136' 14`. 26; ZO • 38 ;' 't48'• '19:' 2d 36 + . -02D' 32; q6; 21 144' 33 15 21. 1.60' 40 222' 38 40' 14: '25 19 36 152* 18[ ^23 34 123:: 30; 15'- 20 L46' 32C t4.. -20 164'. - .3S 228 33 .. 1d4 13.. 23 18 34 158 ._ 17 �._ ._ 7 ._....• a,m ,, '15` 19.:_ 152:. 30 "'13• ..._.19-" ....188" ......'^37 ...•234 35" 146' ............t2, 22 17 33. 160' o 29.... ._. 10 ti - 32 729•_ 2 14':: 18...... ..:166' 26'' '13-- -18 _ 11 ..:172' _.36 ,:__240• .. 33 ,152'. 12: 21 16 31 164' 16 -20 30 ,132' 2w '13 18. .. 160' ..28; 12._ .,17 :,778' '34 248' .. .-32 .. •169'_._ 11 20 15 30 166' 15 _ ,ZO 29 e . :135' 25: .12,. _.17....: }164• 27• "tt._ .16 '400' .. .....:33 252'585 '30-..._.:31 180' :11 19 1Q 29 172,'.. 14.. 19 28 z 13W 24' 12 - 16 `168' 26; '11, 16 :164 32 2 ,164- .7D: 19.._._ 14 28 ,'. 176'' 14+ 16 27 - l41' 23 11' 15 172' 25. 11; 15 188' '31i 264' 29 168 10; '18 13 26' Yom.'- 13 17. 26 14¢.'_ - -23; ^11:--- 15"_ .:176' 24.. 10 -15-- ':1927 "30 __..270' ___ 28 _ 1725. -_ ,7T ,_. ..13. `.. 25 1 13 _.. 17 25-.. •147" 22: -10:: 14' 760' 23: SO" 14 .;193' :29 2787 27 176;' 1P '12 25' 1891 12 is 24 15 _:21:. 14_. . 750' 14_.s 184' 22: 14 Q04 27 282 26 ":180 16 .. 12 24 106• 12 15< 23 153' 20' '10 13 : q88` 21' 13 298' ':26 i 288" =2fi .184: 15 12 23 204' 11: 14 21 ' ,. r JA us rmill &V• _ a 3'BUE:61145 _. - � -3'BUILD-INS 37.8U8.D-INS .. :.... 3,BU!1D445. .. _ =3`BUq.DaM1`S: .. +�. . ... . END-RETENTIONTRACKS .. .EN11a2EfENTIONTWCKS:. EPDRETE - NTIONTRAGKB; E7i0AET,E3J . - T10fJJPAC1iS ..' ...... 'END-RETEHTIONTRPCKS .. .. .END-RETENTIONTRAGM, �� - . tANOMUM.DEM.GNFRESSURED EIASINGIE NfT'9.AT MAW 4fJES16NPf2ESSURE0FA9NGlE..UNITS'AT' MAW UM DESIGNPAESSUREOFAbINGLEUNfT;SLAT h1AYIh1UMD.836JORESSUREOFAsItKLEUNITdk .. - - .. - .MAXIMUM DESIGN FREMRE MXWUMDESIGNPRESSURp - WALFOWANYHEIGHI•,`ATTXHIDWITH 'WALFORANYHEIGHTiATTACHEDWiTHOFASINGLEUNIT SLAT' OFASINGLEUNIT SLAT' 'WALL FORIN`l.HE1GHTATTPCHED:WITE I ,H WPLLFCRANYHFIGHT�ATTAGHTH : � SfITELC67R:TRICONHFH @wQ.C.. '6,18:HFH.ELCO.ULTWON#p D.C. HE ;NUFOR'ANYHEIGHT 1/4'- FLEX-F.LEX 916'-24ELCO.DRLFLEX � .. WALL FORNIY K3HT C._.-$ .HOLLOW'' gtMBER-. .. -CONC.B. HOLOW TIMBER ATTFCHEOWITH; ATTAC}7EDV�1'fH'..'.,..; 614' @6O.Ci, @.6.O.C: :@4'0-0, 'Q4'O:C.. @8'0101 - SUkTSPAN FSLEOCMU C!4U, S!AT` ACJ FILLEDCMU. CMLI 318;F1COCONF[.F�C'@6 O.C. 318'ELCOCONFLE,@4.00: 'QISAIST.; 11VAUST' 1VAIST 114'Af:&T IWALIST ,tk ALiSTAESS,R;E PRESSURE PRESSURE PRESSURE PRESSURE PRESSURE CONCAFILED CONCBRLLEDPRESSURE PRESSURE PRESSUREPRESSURE PRESSURE PRESSURE :PRESSlR3E' F FSF1 .-F. IPSP, 1 SLArSPAtJ cmu SLAT SPHJCMU SF3 (PSF'.5T; 120" 110: 420 �Iiw 120 I.1Q :120; R 1' 120 =120 120 120 .6B' 99" 119 - 120"•60': 120 95 116 64' 120 : 94� 120' SF F 102 120 120 120 .77 87. 105 12063' .. 120" :83 ' - 103' 68' 120 .80 .. 109 '84' .. 120. .106'....-.. 120. 86 .120 .. 102.... 120: .76'.. ...77'' 94. .. 12068 1.16 73 .92 )7 120 :70• %97: BS ?0 114' 119 73 1.13: 80. .120 W. 89 85' 118 .8 'x.69'• 107 65 .83 ., '%11. 148 61 ;86 ;97- 112 120` 110 7z 63 �,. 100 77' "120' 84' 62. 77 10? -72• 98: ,58. `75 'w' 107, ':54. '78: : .95' : IN 126' 102 71- :55 9D.' Set 120: BY 57. 70 ;96 E ..75' '90: ;52. : :66 •E6'° 98� 49; 70- 100' :98 i32' ;95. '80'. ';46 81 60' :11W. -92( 52 ` 78".... 83; 47 _ .. ,63 '88 - _ -90'' _..44' .64 .104` ..:92i - .. 13W. 89, 84` '43- 73 54 101 - _. .y5'_._-----45 _ 60;.... _ 84.. , 81' *76 ^43 :589Z' 83' 40. - 59 100' 8B: t44'• .83 881 38 67 49 93 1 100• 44 55• ;79: 8a•. 71' '39-_ 53 ; -w 77" 36. 55 .112'. 81 "?50 79. -92' 35 61 - 45 88 104: 41 51- _ 73LALJ- ;87''. .66'_. .. •36.. ...50.,. .1w 71.... .:33; St 116'.. .77; ....156. ...... _74<. 31 50:. .. 41,.. 80_... 108'. __..38.. 90" ;62: .33 .48 104' ST 31( '47 120' 173; : 182` 70; 100• ,29 52: 37 :74' 11T 35 45, 98' .58: .31. .43 I :7081 .63: 28' ;44' 124' ;69, 468 67 104' .26 49 35: '69 JIT 33 42. 81; _�. 96 - r55 X29 - -40.- ._' 117 59. 20 _:41 ._..,726' '66; _..174' 63, - 108- 24 _. 46 32 65 lz0'.._ 31 `58: 99. 52 2R 30 116' S• 26: 39 .132' 63. t80 60' 1t2'• 22 43, 30; 6t 124: 30 36, 5S' 102' 49 :25 .38 120 53- 23; 37 W. 60; �- 318' 21 40= 28 58 28 28 36" 52 >105'. 47.... 23 ": - 34 ^ 12� 50. .22' :35 140- 57 .1l.... .55:- 120'. .. 79 ,; X39 �; ,I -IV.. 2B .. 34 .. .. �;_..... .108'_ `44. :22'.. .; ._.'32 : ._128' `.:. 47' 20: 33 144' .". 55, IST 53' 124'_..:! 18 36: 25' .;52 '136" :. 25. '1 32• s47... 111' 32: 21 30 .132': 45. IT .31: .148' -53 204' '5D 128' 17 34 „ 23 49 140' 24 31 _'45 =: ,114' 40 . '19 .:29..__ 136. 43, 18.._ X30 IS? 51 _......210' 48, .332' 16 '._. 32...._. 22' ... ;47•;.. 14a' _ _ 23 ... 29. ....'� .. ? 117' 381 '18 •:27 440' 41 47 28, 156' '49• 216' r47: 136' 15 31 21: :45 148' 22 28. -42: >120' '37' 17; '26 144^ 39- 16� 27,. .160' .47, 222'. AS, 149' 14 � 29: 20 ;43 152` 2T 27,. AO 35: -t6-- 25 148" :36 18' 26 1 45 228' 43 14' 14 28. 19• 41 166` 20 28J _ 38 - ru 126' 34'_. .t6.. -:24-. 152•. -36� 15..._ ?5. W- ""'43 . ...234'. .. 42 148' • 13 "27"'" -48, _ -39' -160'" i9 "25' '37..... ; .'129?. _32'... '15... ... � 3 .156' 35< tk. Za 172' .42' ._2a0'_ : 152' 72 25. , 1T .�Y 3T 164'- _t8 24. 38:. E _1325 31 14 :-22 -i60P- 83 tA..... 23 776`_ _41. ... .246' _ 39 158'...` t2 : . 4.... - tfi. `36 - 768, - 18 _. - 23 34 _ '30;. 14_.. .._21: 163'. 32•'. 13:., 22 _ 180' 39 25Y ... 37 ._. 160• 11 23. „ 16 '35 17T t7 .'.. 22` 33 ... . .138' 29: -13 '20 .160' 31 13. 21 184• 38 258' 36 164' 1t 23• 15 '33 176' 16 21 32' z 141' 28: '13 • 20 177 30 12, 20 186' 37 2641 '35 - 168` 10 22 14' '32 180" 16 21 131 444' .27' /2 _19 176' 29t "12• `20 192' 3S 270' :34` 172' 1D 21 - - 14• 31' 184'. 15 201 . 180'- 28 11. . 19 198. 34 ._...276'.. 33:. 176, 10 .: 20,: 13:. - - 189';... _ 15 19, 29.-... 14T 26; 72 18 ,150" 25; X77. t8 - 18>7 2T 17.; - ,18 204` "33, 282= 32 180••- J9 :13; 29 196' 14 18 27 :153•. 24' -11 t$.-_ .` 188' ';10,. 18'.: '210'. '31 2£41' 31 tPA" ...." 19: 12' '.28 204' 13 try' TA �1rYinUtilt�� n a 2'BUILO-I�JSW ll4'WA1..L5&3f8'ANGt:ES Z BUILO•INS;W1:114'WH.LS,&31 AXPLES 2"<BUILfYRM114-WALLS8318' : ,2'SU1L0-1NSLYl 114'WA.LS&,34 ANGLES 2'.BUIP 4NSWIWk VPLLS&3M',RrLES FJIORET TIONTRVCICS• ENORETENTON,RACKS, 10 RE EY,IOP"8 ORETEP ION:TRCKS; ;D4; TENTEONTR/CKB; .. NON4tETETJTK3NTRPCKSi. .. .. . MAJUMUM.DESJGNP.RESSUREOFASINGLEUNIT SLAT, 'MAXIMUM OEWNPRESSUREOF:.ASINGLE.UMT,,%AT ,. MAMMUMOESIGNPRESSUREOFA$NGLE:UN(T,SLAT MWAMUMDESIGN PRESSURE OFA$INGLE:UNIT SLAT' NW.LPOR'ANY.HWH.T'ATfA,CHE0IMM !XN.L"'F09M3Y.HEMRT'ATTA.0HEDWRH: MNOMUMOESIGNPRESSOREOPA WALE FOWANYHEIGHT'ATTACHED,MR .W&L,FOR A MEIGHTATTPOHEDWITH Si'-ELCOULTRACONHFI4@Ir.00. 5116'HFH ELCOTILTWON'94 OC. :SINGLE UNITSLATWALL FOR ANY 1114'-14ELCODRA.-P`LEX. 5116 24ELCOORL-FLEJC �8 _._ .... HEIGHTATTACHEOWTTH ._._...... _. COM1Ci& HOLLOttt CONO:`& . HOLLOW - : _ @8 O.C: Q6 O.C. o4"O.C '.. 4°Q.C.� @8}OG..., TIMBER. 7MSER 3B"F1CbGOWtLEX��6'D.C: . FCLEDCMU ^MU-_ F4UMMU CMU" ".,. i!T'AUST'. ,174FLiBT '11�N.ST` 1/4'tUSC. it4';PL1ST 1i4'ALIST` 1f4:N19T S3RTSPMJ' SJ.ATSPRN. SLA'TSPA*J: ScAFSPAN; -: PRESSURE PRESSURE PR[S:RE' .. �.., PRESSUREPRESSURE PRESSURE rCOPJC,&FB1H?.; � PRESSURE PRESSURE ,PRESSURE PRESSURE PRESSURE. PRESSURE ,PRESSURE, Bf€ SF- (PSF (PSF)? (PSP). SF: CMU. 'PSFi. PSO F F1 .PSF SF1 EPSP =` S 57!_. -120, - 103 12G' - .60' 420. SGA7:SPMP 1U3;-." t2;a:. . URE 58' 116 - 120 - 120 120, SB 91 1108. 120 -60,' '.120: 90�. .108;. 84' ;121.. 87 114 PRESS TPSF}, 60' 720 117 120;. 2 BO 95, 1M 63' 120- 781 _ 96- 6& '120" 75 30D 77 120 84•... . . 80 11T '95 120' 78 71 85 1,114 sg�gg 661'' ,108: 89'-, ,. 85..;:. 72',.:. 1IT, 85 . 88'...':. 78• i.. . 12U _ 68".::.. 68..:'_._ t0$:.:_;..'� 83 120'.... Tti -:63. , .76' ., .104 y$ ...:69`:..:. 98..:::.. 81...... _.�........_ ...76..:.... ........706.....; S. .,.. 79.,:.... ..:90• 120._.,......... 72,..:..: ....58,.,... -.a1.......... •.71._..:.. 1�...... ,&.....:.: .......57...:.........�... ,. 55.,. ..... 72* 89.; 54:. 705 801. :96_ 50 .. '71 Be ? :116 176! 51 81 ..162: 1108...: X88' 52 63: .PT 81 49 63 '84: <88 45 B4: ; 88! 107 •SO" 46 :73r :55' :.98 :92' ' 47 581 '81::l !-. .. 76'. 44, :58. 88' 80 40 SSi 92; _ ,99 ,84" 40 ,6611 ;50 ,9R, •96' ; 43 54. y76: '.81." 70- ,40; .53 92'... '79:.. 36_.... 54a.._ 9fi' _ ,__. 92 88`_.. 35.__.. 60..._ :45. 82 -.. tOD•..... 40 -70... S41' 64' 37:. '49 96, '69 33 49; 100' 88: 92' 32 55' 4t ,76 104• 4 37 LL 87"' 60 33 .48 10G'.', 64. 30; 46: 100. .. Bi ...: 95 29-. 51 3?...: 71 108' . 35 ' 43: ;61... 90'�._. 56 r.... 31, _ 742:. .104':.. ;60._:. , 28...... .43........ :.._108 76 1106'....:. 27....,:.:. 4T...._ :34• .66 112' ' 32 ' 40 58 ...... .93" 53s 28r ,48 1C@" 26 40; 112 7.1: 104.' 24 44' '32' .o? :118' 3D .38 - -54' ' 86, 50;�_ - 26:... ..3T 1::1c.... _ ;5 _ 24 3T_ _ i10,_ 67t _ 9 .. tom.... ..22... :<3.____..._.29_ SH._._ TV ..� 36, _. V7- 9V: 47 25� ;35.. 116' 50 23 35� 72P 64 112' 21 39' .2?' .64 124, '. 27 34 •102'1_. 44:_.._ 23r_." 33_ 120 147._...' 21 ..... 33...._.. 129' _._. fit- t!6"._. 19 ___. 38 _. - ,25 - '51 T28' 25 3246 ? - ;105` 42,' - : 21 .31 124*. '44.... .. 20 31 128', 58 t2Q' 118 ... 34; 24. 49,. _. .302" ..I 24 '31 44 10T`. 20; 128 4 - 19 32' 124' 17 ;32': 22, -46' .13fi' 23 42' 111• 38'::... 19.... ,28., 137;'.... -40:... 16�._., 26 .:.. ......130 .._ 62 ..:( 128'...... 16,.... 30 21. ,44' 140 ...22 .. 28' 40,.:... _. 114'- 36--.... ,1B..,.._. 26+' 136` ;38 17:...._ 27 ..... ... ..140 ....... 50 .... 132...._., is,...._.. ,29_ ... 2a, .... 42. 144 21 26' 38 11T 35' .17 25 140`_. r37. 16 . 26 144' 48: , t36`__. 14 26! 19, 39 _. .148'. 20 25' '3T • 1120;.... ...33f.:... ,t.S::....... 24-...._ 144 . a3.5...... 15.r........ ..... 24...._. .:1d,8 ... ._.46, .....: 140'._._. 13 26:._.._. 18 ......... -38:....._... 152' 119 24 ...1... •35: 123'. 31 75,_.._ 23 34W .33 14 ,23 _._ 152' 44' 144' 13, 25- 17' 36 150' 18 23 34 .w 326'.. 30_. 15 '22... 152° .32 14 22 150' 43, 14W 12 .... 24. 18; 136 160' 17 22; 33. •.329T... 29,__. 14,._.. .21..... 150'-... 3-__ .13.._ 21 '180'- `._. di ._.. 352`..._. ,. 111 23, 16, ,. :33 164' 17 21 31 13T 28< 13: .20 _. 160 ' '30' .12 21' .. ._164' _. i .. 39..... 156•... 11 Z2. ._ 15 .. 32 168" 16 21 30 135, ,i 27 131 19... 18411.. 28:.._ 2 20;. 168' 3B .. 160' 10 .. 21 14, ,37,.. 172' 15 20` 29' ..,138:.. ......26. 12, ...... 19...... 166' .27._ : . 11 :191_.. .172. 3T, ._. 1640- 10......_ 20.. ... W - .. ,30... .176• p 15 7g•. •28 141' 25' 12: 18 177 .26 11 1S 176' c 36' -1887 ,, 19' '13: /26' 189' 14 19 27 34.4' 24. •1,tr 17 178' 26 11 ,18 180` 34 172` 19. 13` `27; 184' 14 18" : 26' 147'... 23:..... 711 '17 1w 29 10.._.. 17__ _192' _... 34 +76'-_. t8• '112: 27 189' 13 17 :26- 1503 23; - 30. 16 184" .24 .10 : 17' 264.' 29; 1180' � 17 <12 28' 196• 13 38; .24aggr•� �1 22 17- t1. 25. 1153` :• ;1D: 8' 1�'- -23 ..-: ,16 2t6' � � . ? :28� 184' ,.. a a � r _..... ........ t r>