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HomeMy WebLinkAboutProduct Approval I i \ FLORIDA,BUILDING CODE, 5th Edition (2014) / ASCE 7-10 l CATEGORY WARS-I'Q SE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDOWG Engineering Services,Inc. 5 1600 S.Federal Hwy Ste 207,Pompano Beach,FL 33062 ,For Buildings with a Mean Roof Height of 60 Feet or Less 19541784-6991 Tel•19541781-5708 Fax amanda@c5es.com•CA#25854 DESIGN PRESSURES FOR INTERIOR ZONES ("Zone 4") DESIGN PRESSURES FOR EXTERIOR ZONES ("Zone 5111 ULTIMATE WIND SPEED (mohl = 170 Mean RoofMean Roof Height Tributary Area(sq.ft) Height Tributary Area(sq.ft) EXPOSURE CATEGORY= C (ft) 10 151 20 25 30 35 40 45 50 (ft) 101 151 201 25 301 35 401 45 50 15 37.81 36.8 36.1 35.5 35.1 34.7 34.4 34.1 33.8 5 37.81 36.8 36.1 35.5 35.1 34.7 34.4 34.11 33.8 Tables are valid for the following conditions only: -41.0 -40.0 -39.3 -38.7 -38.3 -37.9 -37.6 -37.3 -37.0 1 -48.6 -47.2 -46.1 -45.2 -44.5 -43.8 -43.71 -42 l Wind Speed,(V,,,,,3-second gust)= 170 mph 16 7.3 36.6 6.0 35.6 35.2 34.9 34.6 3 16 38.31 37.31 36.6 36. 1 J. 35.2 34.9 34.6 34.3 2 Risk Category:II(General Residential and Commercial 41.6 -40.5 -39.8 -39.3 -38.8 -38.4 -38.1 -37.8 -37.6 -51.31 -49.3, -47.8 -46.7, -45.8 -45.1 -44.4 -43.8 -43.3 Construction). 7 7 37.1 .5 34.7 1 3 37.8) 5.6 35.31 35.0) 3 Exposure Category C -42.1 -41.1 -40.3 -39.8 -39.3 -38.9 -38.6 -38.3 -38.0 -52.01 -49.9 -48.5 -47.3 i -46.4 -45.6 45.0 -44.4 -43.8 4 Topographic Factor(Kzt): 1.0(Flat Terrain) 18 39.3 38.2 37.5 36.9 36.5 36.1 35.7 35.4 35.2 18 39.31 38.2 37.5 36.9 36.5' 36.1 1 35.7 35.4 35.2 5 Directionality Factor(Kd): 0.85 42.6 -41.6 -40.8 -40.3 -39.8 -39.4 -39.1 -38.8 -38.5 -52.6 -50.5 -49.0 -47.9 -47.01 -46.21 -45.51 =44.9 .44.41 6 For situations requiring Kd=1.0,multiply the values in 19 39.7 38.7 37.9 37.4 36.9 36.5 36.1 35.8 35.6 9 39.7 38.7 37.9 37.4 36.9 36.51 36.11 35.8 35.6 these tables by 1.18. Verily Kd requirements with local -43.1 -42.0 -41.3 -40.7 -40.3 -39.9 -39.5 -39.2 -38.9 -53.2 51.1 49.6 48.5 -47.5 -46.71 -46.0 -45.4 -44.9 building official and product approvals before use. 20 40.21 39.1 38.3 37.8 . 37.3 36.9 36.5 36.2 36.0 20 40.2 39.1 38.3 37.8 37.3 36.91 36.5 36.2 36.0 7 Enclosed Building:Gcpi=0.18 43.6 -42.5 -41.7 -41.2 -40.7 -40.3 -39.9 - -39.6 -39.4 -53.8 51.7 -50.1 -49.0 -48.0 47.21 -46.5 -45.9 45.4 Consult an Engineer for any other conditions 22 41.0 39.9 39.1 38.5 38.0 37.6 37.3 37.0 36.7 22 41.0 39.91 39.11 38.5 38.0 37.6137.3 37.0 36.7 -44.4 43.4 -42.6 -42.0 -41.5 -41.1 -40.7 -40.4 -40.2 -54.91 -52.71 -51.21 -50.0 -49.0 -48.21 -47.5 -46.8 -46.3 Instructions 24 41.7 40.6 39.8 39.2 38.7 38.3 38.0 37.6 37.4 24 41.7 40.6 39.81 39.2 38.7 38.3 38.0 37.6 37.4 1 Tables show the"worst case"design pressures,with any -45.3 44.2 -43.4 -42.8 -42.3 -41.9 -41.5 -41.2 -40.9 -55.9 53.7 -52.1 1 -50.9 -49.9 49.1 48.4 -47.7 -47.1 unknown variable at Its critical condition. 26 42.4 41.3 40.5 39.9 39.4 39.0 .38.6 38.3 38.0 26 42.4 41.3 40.5 39.9 39.4 39.0 38.6 38.3 38.0 2 Tables are valid for any roof slope. For reductions for root' -46.0 -44.9 -44.1 -43.5 -43.0 -42.6, -42.2 -41.9 -41.6 -56.8 54.6 53.0 -51.8 -50.8 -49.9 -49.2 -48.5 47.9 slopes less than 10 degrees,consult Engineer for site 28 43.14 42.0 41.2 40.5 40.0 39.6 39.2 38.9 38.6 28 43.1 42.01 41.2 40.5 40.0 39.6 39.2 38.91 38.6 specitic analysis. -46.8 45.6 -44.8 44.2 43. 43.2 42.9 42.5 42.2 57.7 55.4 53.8 52.6 51.6 50.7 49.9 49.31 -48.7 3 Calculate the average roof height. If average cannot be 30 43.7 42.6 41.8 41.1 40.6 40.2 39.8 39.5 39.2 30 43.7 42.61 41.81 41.1 40.6 40.2 39.8 39.5 39.2 determined,use the peak roof height. Round up the root' -47.4 -46.3 -45.5 -44.8 -44.3 -43.9 -43.5 -43.2 -42.9 -58.6 -56.31 -54.61 -53.3 -52.3 -51.4 -50.71 -50.01 -49.4 height to the next highest table value. 32 44.3 43.2 42.3 41.7 41.2 40.7 40.3 40.0 39.7 32 44.3 43.2 42.31 41.71 41.2 40.7 40.31 40.0 39.7 4 Calculate the tributary area(length x height)of the opening 48.1 -46.9 -46.1 -45.4 -44,9 -44.5 -44.1 -43.8 -43.5 -59.4 -57.0 -55.4 -54.1 1 -53.0 -52.1 -51.4 -50.7 -50.1 in question.Round the tributary area down to the next 44.9 43.7 42.9 42.2 41.7 41.2 40.9 40.5 40.2 44.9 43.71 42.91 42.2 41.7 421.2140.9 40.51 40.2 smallesntable value. if the tributary area is unknown,use 34 34the most critical value(10 square feet). -48.7 -47.5 46.7 -46.0 -45.5 -45.1 -44.7 -44.3 -44.0 -60.1 -57.8 56.1 54.8 53.7 5 .8 -52.0 -51.31 -50.7 36 45.4 44.2 43.4 42.7 42.2 41.7 41.3 41.0 40.7 36 45.41 44.2 43.4 42.7 42.2 41.7 41.3 41.01 40.7 5 Area between structural mullions shall be used as tributary -49.3 -48.1 -47.2 -46.6 -46.1 -45.6 -45.2 -44.9 -44.5 -60.81 -58.5 -56.8 -55.4 -54.4 -53.41 -52.7 -52.01 -51.3 area. 38 46.0 44.8 43.9 43.2 42.7 42.2 41.8 41.5 41.2 38 46.0 44.81 43.9 43.2 42.7 42.2 41.8 41.5 41.2 6 Determine the Zone(Interior 4,or Exterior 5)of the -49.9 -48.6 -47.8 -47.1 -46.6 -46.1 -45.7 -45.4 -45.1 -61.5 59.1 57.41 -56.1 55.0 -54.1 -53.3 -52.6 -51.9 opening. An opening with-any portion closer than distance 46.5 45.2 44.4 43.7 43.1 42.7 42.3 41.9 41.6 46.5 45.2 44.4 43.7 43.1 f 42.7 42.3 41.9 41.6 "a"to a building corner shall be considered in an Exterior 40 40 Zone(5),otherwise if all of the opening falls more than -50.4 -49.2 -48.3 -47.6 -47.1 -46.6 -46.2 -45.9 -45.5 -62.2 59.8, 58.0 56.7 55.6 54.6 53.8 53.1 52.5 distance"a"from a building corner,the opening shall be 44 47.4 46.2 45.3 44.6 44.0 43.5 43.1 42.8 42.4 44 47.4 46.21 45.3 44.6 44.0 43.5 43.1 42.8 42.4 considered in an Interior Zone'(4). -51.4 -50.2 -49.3 -48.6 -48.0 -47.6 -47.2 -46.8 -46.5 -63.51 -61.01 -59.2 57.8 56.7 55.8 54.9 -54.2 53.6 48 48.3 47.0 46.1 45.4 44.8 44.4 43.9 43.6 43.2 48 48.3 47.0 46.1 45.4 44.8 44.4 43.9 43.61 43.2 7 Distance"a,"as refered to above,shall be calculated as the -52.4 -51.1 -50.2 -49.5 -48.9 -48.4 -48.0 -47.7 -47.3 -64.6 -62.1 -60.3 -58.9 57.8 -56.81 -55.9 -55.2 -54.5 smaller of 10%of the minimum building width or 40%of 52 49.1 47.8 46.9 46.2 45.6 45.1 44.7 44.3 44.0 52 49.1 47.8 46.9 46.2 45.6 45.11 44.7 44.3 44.0 the height,but not less than 3 feet. 53.3 52.0 51.1 50.3 -49.8 -49.3 -48.8 -48.5 -48.1 65.7 -63.2 -61.3 -59.9 -58.7 -57.8 -56.9 56.1 55.5 8 Read the worst case positive and negative design pressures 56 49.9 48.6 47.6 46.9 46.3 45.8 45.4 45.0 44.7 56 49.91 48.61 47.61 46.91 46.31 45.8 45.4 45.0 44.7 for use as required by governing building department. -54.11 -52.8 -51.9 -51.1 -50.5 50.0 49.6 -49.2 -48.9 -66.81 -64.21 -62.3, -60.8 j -59.7 -58.7 57.8 57.0 56.3 50.6 49.3 48.3 47.6 47.0 46.5 46.0 45.7 45.3 50.61 49.3 48.3 47.6 47.0 46.5 46.0 45.7 45.3 60 -54.9 -53.6 -52.6 -51.9 -51.3 -50.8 -50.3 -49.9 -49.6 6U -67.81 -65.1 -63.2 -61.7 -60.5 -59.5 -58.61 -57.9 57.2 General Notes I These tables list allowable pressures(W,,,w),given as 0.6*W,,,,,where W,,,,is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7-10 using the ultimate design wind speed(Vult)and the variables given herein. Emma T.Mellinger, P.E. , 2 These tables are not valid as a site-specific drawing FL P.E.#50049 3 These tables apply to walls and vertical surfaces only. 4 Use of these tables,and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. ' 5 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable. 6 This document is the work and property of Emma T.Mellinger,P.E.,and shall not be reproduced in whole or in part without her express written consent. Date: August,31,2016 Not Valid without Signdturie,and Raised Embossed Sea/ Florida Building Code Online Page 1 of 2 JT Florida DepartmEal �') Hot Submit stats ,FBC BCIS Busines BCIS Home Lo In User Registration & Publications — Site Links Search Topics Surcharge Facts Staff Map Profess; Regulation ©' Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL12549-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived D Product Manufacturer Impact Technology,Inc. Address/Phone/Email 4984 Courtland loop Winter Springs,Fl.32708 (407)402-4821 davidbuzz@myfloddawindows.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 9 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Frank L.Bennardo, P.E. developed the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jorge A.Pomerantz,P.E. p Validation Checklist-Hardcopy Received Certificate of Independence FL 12549 R5 C01 Indep.pdf Referenced Standard and Year(of Standard) Standard Year mbAml:file://\.\shieldserver\fileshare\Users\TARA\MY SCANSUMPACT TECHNOLOGY ... 4/14/2016 Florida Building Code Online Page 2 of 2 ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Option D Date Submitted 02/26/2015 Date Validated 04/23/2015 Date Pending FBC Approval 03/04/2015 Date Approved 04/24/2015 Summa ry of Products Model,Number or Name Description 12549.1 Accordion Shutter I[Accordion Shutter with Aluminum or Polycarbonate Blades Limits of Use Installation Instructions Approved for use in RVHZ:Yes FL12549 R5 11 Dwg.pd Approved for use outside IIVHZ:Yes Verified By:Frank L.Bennardo,P.E.PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Reference installation instructions for FL12549 R5 AE Evalrev.pd additional limitations of use. Created by Independent Third Party:Yes Back Next Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 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 n6t 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 entails 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: smurih,mr.riucs- rnb-tml:file:/A\shi-eldserver\fileshare\Users\TAR-A\MY SCANSUMPACT TECHNOLOGY... 4/14/2016 : r FFpA�xItqL�.azxxARoo,v.E ACCORDION SHUTTER `� a M1 n�PIT......�V . WITH ALUMINUM OR POLYCARBONATE BLADES ALLOWABLE SPAN SCHEDULE *i • MA%miHMAILDWABLE DE910NPRE8911REH " - SAV GPANYANDOW BUOE80R - UGNTWEIGM'RUOE8011 STANDARIM HNUfTERYAfM HfAN0AR0 RTANDARDBIADEBONLY SLADECOme !lout WINDOINBLADE BLADENDOWICADE. E etADECONRD1ATi0Nt OOMRIN mt YdtrOrQWBUOE' rn 16 Tr T-/62bp8 •16ze P5 �TiOFHF •TAAPeF +•818 PRF -aiA PSF �a1APSF -B1.9PRF U gO - 8T •11]9 FBF -11TA PSF af9D PSF -TSO PRF ;a1APHF •PSAPSF atOAPHF -aie PHF WIDTH UNLIMITED for ♦i00.BP8F •1WA PRF ♦TIO PHF •760 PRF ♦BSA PRF •BOAPeF •BIB PRF •PSAPHF �. MPHF -ezt PHF TDP MOUNT 'MOUNTING 1Br ♦]ie PHF .e PBF •]SA PHF •N APBF AS REQ'D SECTIONS .0, SPAN SCHEDULE NOTES: 1. PRESSURES SHOWN IN'ALLOWABLE SPAN SCHEDULE"ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE SNtmERSPAN. p5/ u t ESS WIB7�HA PAIR OF IWN60W BWDES 70 TME I.ENFfnANDAPNROF W/NO BNIDA0b67O TME N�Ie ONE PAIR OF—M UM $ 3. ONLY APPLICABLE F00.7NSTALUTIONS WITH ONE SINGLE WLYDOW BLADE SLAT,AFffi THE STANDARD BLADES. MINIMUM GLASS SEPARATION ttUHTWE;GHTBWIEBOR WINDOWER BLADORRTANDIM SHUTTERVIDIRTANOARDBONMANC RTANDNOBUIDERONLY UGHTWEIHTIAA B1ADE WUMWIRADECONMINADONt ONEVNGWWINDON®ADE' Oan _ COMBINAGONt Z O Ica �j 2 TRW9 d DIDTAWTIONSW INSTAUADOW INSTALLATIONS 3W INSTAUATIONH INHTALLATION9W WSTALLATIO" V=AUATIONHW INITAUAIIONH V k q F gSB AUOVEOWEOR MORETHAN31 ABOVEGRAD OR MORETHANW ABOYEGMDEOR MORETHANW AROVEGRADEOR MORETIM3V LESS ABOVEGINDE LESS ABOVE GRADE LESS ' ABOVEGPADE LESS ASOIM GAVE 5 / T1" 1.AB' 1.AA' 20P 26T ].AT 2Ar I.eP ]OC t;p� y w 21T zis zAT 2w ]9T zw tw 3tlP' Q V I•• g 4 1eT 2 zar 2T 2AT 2AT 2BT IAT e0P' <<<g e NOR72 i SaT tw f S SECT., 14C tw S� pgrF ter 4.0. SIT cI OOT GLASS SEPARATION SCHEDULE NOTES: 1. SEPARATION FROM GLAZING SHALL BE MEASURED FROM THE PROTECTED FENESTRATION PRODUCT TO THE NEAREST POINT ON 2. t7ApPLIi UBTIE PopEiti9TAATHE LLATIO}INT57EUR(,7WHICH MAY BE•LSE RTADE CENIERMATE OR LOOQNG DEVICE. lj elADFS WITHA PAIR OF WWDOIR BLADESTO ATLHE ANNGD APAIRE OFI Nb BIAOESMIMEwGHT1.ONE PAi0.OFALUMINUM 3. QNLY APRICABIE FOR INSTALLATIONS WLTH ONE SINGLE WWOOW BIAOE BIAT AND THE REMAINDER STANDAR001ADE5. 4. GLASS SEPARATION TS REQUIRED ONLY WITHIN THE HVHZ,A57M WIND 2{XNE t,�R ESSEN77AL FACLLTRES. I GENERAL ��INOTES�(� /ICE j ��gT g L PON USE%WITHHIIN AND 0,1.1.ALOW HIO,%A GAND TMfS�SYSTEkI. DLO}SURA N6FAEC2IQAB 36 4), as 'a z BEEN USE0%+EOR1 WEppppD IANNCHppR OES 3. POSIl1w ANb EGAT7VE DESIGNPRI35U"S CALATED 0.USE WITHTHIS SYSTEMSLL BEAD CRMVINED ABATED ENGINEERWG QF,AOC1WCE ILDITTNNNC,EC�6DE FIF NGE➢IRO"P(RZ(�1SHNLURE"E.S IH NBR EQUALNUIT"IiAECCPo057TlVE OA TNI A-IY ONPfER1609yyV�L[STHI HELFXRIERRLEEN���EFXOR ANRRYpp5A54Et�I.YgA�SSHO7W7E�NL.,'T�E GNS; ALLARBONA7E PANOEISESMAll�BEEEXTRCO0 WITH TF MTC'KNfSS ti�QE.O90'gryD SHAmBEFFB111G E0 FRU%100%SABIC INNOVATIAPCCSETAN�ERMOP 1A�III POLYMER i.EXWN SHEET iff ZW(UVSTA91ttZED),AS APPAOVFD UNDERMIAMI.OA[}E.UNI'!NORtE OF BOTTOM MOUNT ACCORDION BLADES MAYBE B. 'THE SYSTpL.T D/ESTAILEO HEREIN IS GfNER C ANO Dpp6 NOT FROyyJJDE[NFQ TI N FORq SPECIFIC SITE.FOR SITE CCppND7I7H7ONS OIFFERg1T �REQ'b ALUMINON,POLYCARBONATE, FROM THECONDITIONSOETgILEO HEREIN ALICEN5I %GINEE0.ORREG OARCHITECT^+HALL PREPARE SITESFECIftC DOCUMENT;fmt OR A COMBINATION OF GOTH 7. USEPERtpITHoyLPo7DUCpEOH00ARE.Li�.RVpM11Y�TIiE�EM FALL ECp Of THE!]LISTING UN. R�E�TW�{O.$WRHS7ANO SUPERPXPDSED LOADS.WOOD BUIXS(SY OfHHLS) 4 Attt SNt R S C BLBYFES60L E INUME�1 gLLUENl.ESS�NO tLDW7NG MIN"INFORMATION: laperTECHNOLOGY,INc. LEO WRN L�4-1464 WINTER SPRINGGSS�R Mae oegNivl]oxl TAS 201,.20;203 i TYPICAL ELEVATIO MISSILE Lo-ASTM E330,F1HRS,E19% FBC APPROVED 1 N ERIO 7CpapISNCTJT.UpLD.�INGI)HELS OVpIWSI4NSYfp9R�ryN`{IpA7IGNVEP�0.pD0CbAySUyHURRIC�PSiS5Z7ONEOHMy[PHTLp�YWITHALIREQUIREMEN150FTHEFLDRIDABUILDILA3 92 F II;AILFBiC 9 WpAg�SpHERpS75/11ALL BE LNC COATED S"1EE�GNLVMRZEDD EINUME 000.TIN SS STEEL WITH q MINIMUM TENSILE YIELD STRENGTMOF N 73 SHEADERA#17a 3W3 A�D 39 UMvNt NW HERE NEiAOY R MOML�3Pj' ON THE INTERIOR OR EXTERIOR OF AN OPENING. CLEARPOLYCARBONATE.CONNECTION TD ALUM KNUCKLES REINFORCED W/ +� •8�N _ FULLER RF CURABLE POLYURETHANE 4° GE{TYP.) OPTIONALMANDLE 0.0 LU66' 0.065' 0.036' pp,� ••Jr, �j 0.239° ° 0.070' m r .065 a0T3• P1Q• o.9sa l/4/F� 00, Tom• -I-'--- 00.a9o° aQ,90' @as7r "I o u"'i �}0.365° 0.365•}-{ ~0.D73• 0.0�•� � s F ALUMINUM KNUCKLES L .065° ,t •' p HERMAPHRODITIC � STANDARD BLAD WINDOW BLADE CENTERMATE MALE CENTERMATE ALE CENTERMATE � g T.S. 3.76 Z N.T.S. 6063-TS POLYCAROONA N.T.S. 063•Tfi 4 N.T.S. 6063-T6 N.TS. 6063-76 - F--113/16°--i � I-119/16°-1 },_,1.500• 0.074• _T 9 �4• I i° OFTIONAL RAIN r 0.079° ate° 3W 0.062' IO rI'iL J n GUARD LEG O.OSP . I gal 00572° .. ao.s7r 0._D _ o r6 BLADE ADAPTER 866376 $ FLAT STARTER BLA 9 �cEIwr LIjNG HEADER 37 A 5T. CEILING HEADER M -T- -t- 'I 3 13/16• m 0.058' I 0.oso. rIl 0.125' {-1 a/16• Q o.10a" I �T-! .i-n i 212' z o 8 T gg GUARD LRAW OMiOUAgGUARD LEG w 2a0bn AAw GUARD 0.055' Isj3PTyC1• Y GILGI9/3r 1 1/x° a -) {a1-r/B' 11/2­4 s/B'} -� J_=/=:1 / z3r3r m o g ADJUSTABLE ALT.ADJUSTABLE BUILD-OUT AILUSTABLE a � WALL HEADER SILL TRACK BOTTOM SILL TRACK BO1TO WALL HEADER SILL TRACK TOP to N.T.S. 6063-T6 �i N7.5. 606376 2 N.TS._ 69 TS I� N.T.S. 6063-T6 14 N.T_s --Wm-,m ¢pt "yp' ux•'�� r 3/16' sr C + 1qA '% 0.056' D' S/6OI 0.076• 7 0.07 0.07OO6 ,_ 0.062'0.076' 0L65. 01 , 0.100• 01613116 s 3 JJi6• --1- r. }--17/B• 9/16• HIGH IMPACT HIGH IMPACT ~13/16'-. a g WALL SFLI TRACK L WALKOVE TRACK 1 CENTERMATE CENTERMATE INSERT ALT WALL HEADER �� N.T.S. fi063-T6 16 N.T.S. 606. `� N.T.S. fi063-T6 3� N.T.S. 6063-T6 3B N.T.S.• -X606376 313)16• e � 1 I f--113/16•-1 23/B"---� 313116• 0.0fir r-----4 14.1864 n' fks n F1/2" u l�-�-J 1 0.044. >�UiEm_oM 1/1 0.125° 0.1 5 0 F--45/81 BUILD-OUT ALT. BUILD-OUT 12 31 CEILING SIDE MOUNT 32 HEADER SIDE MOUNT 33 HEADER SIDE MONT 39 WALL HEADER nL� F N.T.S. 606376 N.T.S. 606}-76 N.T.S. 6063.76 N.TS. 6063-I6 f� i •.. JID 410 S.S.SCREWS 1.965° WITH 1/4'HEX DONE • 0.332° aha r�i I� 1�P.92T� 0.153• -L � ..... P.oso 13/16° y- P.xaV �":• l.J* N .I* 1* I(f a.1s3• 10943, DE1acE 0.160° �Q'�' Y"r+/a' 0.435 �7 9•y� ! 314'Lf 1.340° •i_t"11/4'� N$•u /•"�RECESSED TRACK PUSH-BUTTON LOCK WHEEL CARRIAGE KNUCKLE SCREWS WASHER 4J 1% N.T.S fi063-T5 1� N.T.S. 6063-TS 19 N.T.S. NriAN/STAVfL65 StEEL 2Q N.TS. STAiNLF555fffl. Z1 N.T.S. -S7NNLESSSIEE N OPttONAL H ROD SLAT EASE! �-{��j) 1.471•-} 0.300 O.200 �./0.200' 0.712° I {- l 0.070' 9 2,100" I 1.3�� 0.116'•{- 0.100• 4• M ALT. HERMAPHRODITIC 15/32 Sn 1ts, 1s/3z' _ CENTERMATE k� �� 5732• �( " 5/32• ? 4Q N.TS. 6067-T6 fln ..j1 0.334' .�q 1/4 _ ..700' 5P. 7.591• x`� 1 L x.100' 4.290° O I I b sg • 2.65x• 22 N.T.S NYLON BUSHINGS_NYLON LOCK ASSEMBLY E7 7 LOCKING ' . -- 23 N.T.S. ZINC ALLOYFSTARNLESS STEEL LT N.TS. 4105TAINLESS 57EEL I 01 P1P° ,131" 0.480{-{ o.z3r ml.ola ma4s6 i °¢ OA89' mA456• o LATCH I mP 634, 00.630' I .. t,2,4. tI 0.137" �-0.232' I LEFT LOCKING RIGHT LOCKING 111•-F-2 ° �oPTiPNN U F� ARM BUSHING ARM BUSHING 2"x2"x0.125"ANGLE I PACE MATE i 25 N.T.S. NYLON C6 N.7.5. NYLON s5 N.T.S. 6063•T6 ` t r0.37S ( 1 1 L I D1- I 14.1964 L N }---2.i6S--{ 't -L- o.s94•0.125 1 L 0.125' 0.115'r � S,___-� 5.116• ��_3._._� -1" 555 27 2"x5"x0.125"ANGLE 28 CLEVIS AND PIN 36 2"x3"x0.125"ANGLE 34 HOOK BOLT DEAD LOCK ^ �� N-TS, 6063-Tb M.T.S. IL MATED SfEEi. N.T.S. 6063.76 N.TS. AIUNiNUN V . FPAf{y�¢FRx�ROD,P.e J� 3.200' SYSTEM PERION PRODDUC�G_lo-)• 3.000°—1 V{'1TW TAPCON W/1-3/4• APPROVAL L� ' YP. MIN.EMBEDMENTAND 1' ---L �'- a, T- MIN.EDGE DISTANCE TO a 3192 PSI MIN.CONCRETE, 0.070' $yi J 0.064' SPACED 4'O.C.MAX. 0.064'M. 1 '' TU.O.N. 4. •---� .L 0.060' 2°x3'XD.125'6063-1 6 111.MAX I�QI Qm@i ALUMINUM ANGLE ^' T ALT.ADJUSTABLE ALT.ADJUSTABLE #14 410 316 SS SHEET METAL WW �9 SCREWS OR 1/4•x3/4.316 SS n SILL TRACK BOTTOM 42 SILL TRACK TOP MpCHINEBOLi ANDNUTS(WNM 3A N.T.S. fi063.76 N.T.S. 6063-T6 5/8'MIN WASHERS)SPACED AT 8' o w 11n/2. 11/2' O.C.MAX. m G /// ALLOWABLE DESIGN { U•605°t--1 IN NG 3192 PSI PRESSURES FOR DETAIL 1 6t �— 0.068° 4• M/IN CONCRETE SPAN: MA%OEBIDNPREBAIRL• H 8 0.062' 0.047r' 00.290' 0.09fi' 00.572' Mr .4 a4sp NOTE:MAXIMUM ALLOWABLE SPANS AND 19C .0 WIs3.N } j� S,D34°–�I,B2S—F0.807' DESIGN PRESSURES FOR THIS MOUNTING I� N0.a�1+41 p1 C7 3.665 CONDITION PER TABLE BELOW. m G1 ALT.WALKOVER TRACK �LGHTWEIGHT BLADE z g "•T•B• ��-*� �1 BUILD-UP WALL MOUNT QQs 4 N.T.S. VERTSECTION $ H n o OQ EXISTI $ STRUCTURE MIN.SEPARATION FROM n w 9 STRUCNRE GLAZING-PER GLASS SEPARATION SCHEDULE INTERIOR 1/4•MAX. (REP.SHT 1) 4: STRUQURE '' F FASTEN STARTER EXISTING ANY ANCHOR FROM 3F CN STARTER GLAZING ANCHOR SCHEDULE a10TRA S WN/ 1a•D.C. EACH CORNER — USE APPROPRIATE STARTER CHANNEL TO PROVIDE SIDE � yy WALL MOUNT CLOSURE FORBUR.DOUT a� A CONDITION CONDITIONS �g age 4 = 4 $aaF 5 3 3 TRAP MOUNT . CONDTGON ALUMINUM BLADES ggg EMERIOR L-HANDLE LOCK ASSEMBLY WITH MALE/FEMALE CENTERMATES SHOWN(MAY BE SUBSTITUTED WITH HIGH PUSH-BUTTON LOCH, IMPACT CENTERMATES WITH HOOK LOCK ASSEMBLY OR 5/16,THREADED BOLT HERMAPHRODITIC CENTERMATES WITH PUSH-BUTTON LOCK) WITH PLASTIC HEAD HORIZONTAL SECTION OR THUMB TURN LOCK 14-1964 z W FLOATING STACK -NOT¢:SEPARATION FROM GLAZING SHALL BE MEASURED µRxoncumoN. 4 N.T.S. HORIZ SEC N3N FROM THE PROTECTED FENESTRATION PRODUCT70 THE NEAREST POINT ON THE INTERIOR SIDE OF THE SHUTTER, DWHICH MAY BE THE BLADE,CFNIERMATE.OR LOCKING d t�a�AeH„�,�Poo,Pt STRUCTURE UCTURN NYy, GLAZING'PER GLASS INTERIOR SEPARATION SCHEDULE EXISTtR6 `. 114'MAX, (REF.ENT i) STRUCTURE FASTEN STARTER A. ARYANCXORFROM *.. . 4 ANCHOR SCHEDULE'CHAN p IXISTING it D.C. `p TRACXS Wf{2) GLAZING ���•, t10ACH SCREWSS USE APPROPRIATE STARTER EACH CORNER CHANNEL TO PROVIDE EIDE CLOSURE FOR BURDOUTWALL MOUNT CONDITION CONDITIONS < 1 1 fRN (i m E s ALUMINUM BLADES K W Hi NOk EXTERIOR 6 Itr MAX. B � � HORIZONTAL SECTION 1 TH MALefFEMAUE W ALUMINUM BLADES CENTERETESSHO LOCK SHOWN BE CENTERMATE5 SHOWN{MAY SE SU8532TUTE0 WITH HIGH 5 N.T.S. FORD!SECTION SECTION IMPACT CENTERMATES WITH HOOK LOCK ASSEMBLY OR HERMAPHRODITIC CENTERMATES WITH PUSH-BUTTON LOCK) n P0 U A D •NOTE:SEPARATION FROM GLAZING SNAt18E MEASURED FROM THE PROTECTED FENESTRA17ON PRODUCT TO THE NEAREST POINT ON THE INTERIOR 530E OF THE SHUTTER, 5 WHICH MAY BE THE BLADE,CENTERMATE,OR L.00iGNG K DEVICE. EXISTING MIN.SEPARATION FROM 2 V STRUCTURE GLAZING PER GLASS SEPARATION SCHEDULE INTERIM TIR 1/4`MAX, (REF.SHT 1) sraucRUCE nlRE ANY ANCHOR FROM`y FASTEN STARTER E%IEIYNG ANCHOR SCHEDULE CHANNELTOW/(2) GLAZING 1V O.C. rRAaLs w/m 777''' � 13OXIw SCREWS USE APPROPRIATE STARTER EACH CORNER CHANNEL TO PROVIDE SIDE — CLOSURE FOR BUILDOUT ' WALL MOUNT CONDITIONS B CONDITION q d � TMP MOUNTWINDOW CONDITION BLADES EXTERIOR 6 LIZ-MAX. 14-1964 HORIZONTAL SECTION 2 _W WINDOW BLADES L•NANDLELOCK SHOWN BENMALE/FEMALEHIGH N.T.S. IMPACTCeNMMATES SHOWN(MAY RE OK LOCK ASS WITH OR 5 .T.S. HOR2 SECTION IMPACTHROO C CES WITH HOOK LOCK ASSEMBLY N L NERMAPHROOTNC CENTERMATES WITH PUSH-BUTTON LOCK) $� p� b iqAq3��vcNwuwoo,vc DUSTING MIN.SEPARATION FROM *NOTB:SEPARATION FROM GLAZING SHALL BE MEASURED �fTiM�11ry,h GLAZING PER GLASS FROMTHE PROTECTED FENESTRATION PRODUCT70 THE SEPARATION SCHEDULE IME0.t0R NEAREST POINT ON THE INTERIOR SIDE OFTHE SHUTTER, S (REF.SHT 1) WHICH MAY BE THE BLADE,CENTEPMTE,OR LOCKING DEVICE. EXIsTm ; CTURE _ CAD ALT.LEG ANY ANCHOR FROM r/pp ANYANCHOR fTOM )IRECRON EXISTING COMBINATION OF ALUMINUM AND CHOR SCHEDULE® GLAZING OW BBA ES MAY BE ALTERNATED,AND .yo• N ANCHOR SCHEDULE WINDOW BLADES DES.ALUMINUM AND 18'O.C. 'YY IB°O,c a30>df'GALV OR SS.SMS, OR INSTALLED ADIACENTTO SIMILAR 1 I�O.DSS 1501m.0S5•, 3/16°AWM PoP RIVETS,0R BLADES IN ANY COMBINATION 15255O.OSS,Ik45OASS y'-20 THRUBOLTS®Ir O.C. ri05O.05S,Yx99O.O5S B Hi ,,,}..Aj11 p y t OR 2565O.12S fi063-TS B I'n ALUMINUM AN(.3E a 1 U W$ ap ALTERNATE c m iN BB H WALL MOUNT NONDITITIONTI Hq ;tltlR3 CONDITION N�S J O E' EXTERIOR �O€ 6 1/2'MAX. U HORIZONTAL SECTION L-HANDUEMALE SH 1 W COMBINATION BLADES (MAY BESUBSTI NTED WITH HIGH m (MAY BE SUBSTITUTED WITH HIGH pp 6 N.T.S. HORIZ SECTION IMPACT CENTERMATES WITH HOOK LOCK gg ASSEMBLY 0R HERMAPHRODITIC O p NOTE:LOCKS MAY BE MOUNTED ON CENTEIIMATES WITH PUSHBUTTON LOCK) (2)ANCHORS PER ANGLE(USE ANY o n n k+ g INTERIOR OR EXTERIOR SIDE OF SNUB ANCHOR FROM ANCHOR SCHED) (3)01L1/Y SMS OR 3/16' = qq yyy ^�T AM POP RIVETS EACH ALUM y n ANGLETOTUBE 1 2 1 ut G 3 ALUMINUM OR � — WINDOW BLADES063'T6 ALUMINUM 5 $ albd$L GAL11 OR S.S.SSMS, g$S g MIN GLASS SEPARATION INGLES AT TOP AND 6 1 2 PER SCHEDULE(SHEET 1 3/16'ALUM POP RIVETS,OR D BOTTOM OF EACH TUBE Q x O ) Y,'-zO THRUBOLTS®lx•O.C. B D 1 z noir a10 S.S. SCREW W/WASHER n alOx2CREW W/1NYLON ROP AND BOTTOM) /E%ISTNG I 1 2 I PUSH-BUTTON LOCK, BUSHING AND WASHER ua MAX ���CTIRE B 11 5/16'THREADED BOLT '-=-7-'"Tj 2',Q'im.12S 606176 3 WITH PLASTIC HEAD AWMINUMTUBE ATCORNER 4 OR THUMB TURN LOCK 9 EXISTING PASS THRU STANDARD 1 G WINDOW SILL(WOOD, ALT. HERMAPHRODITIC GRANITE.MARBLE,ETC.) 5 CORNER CLOSURE e� 6 N.T.S. HORIZ SECTION y 2 CENTERMATE (2)ANCHORS PER ANGLE(USE ANY q 6 N.T.S. HORIZ SECTION r, ANCHOR FROM ANCHOR SCXED) ( Ml /R�POP a16' Ref EXISTING EQ EQ 2'Xl'xYe'MIN 6163-Tfi 4 ANGLE TO TRIBE r'NOST ALUMINUM SPACER TUBE d d o rrP YY STRUCRRtE (2)E aw.125' 1 2 u,:7 al21V GALV OR S.S.SMS, 6061-T6ALUKIIUM 2'x2'xYa"MIN AN(LESAT TOP ARI d 60fi3-T6 AWMANGIE 3/16'ALUM POP RIVETS'0 D <� y'-207HRUBOLTS 12'O.C. BOTTOM OF FAQI TIRE 1 2 \\` ANCHOR CONN.TYPB CB B O EMLB!_D. 1/MED BOLTS ONLY.SEE / i II✓(///// ANCHORCOLN.TY SPACING %LEMSTNG I 8 REF,ANCHOR SCHEDULE TYPE 1 iSTCR a %� 14-1964 2'.2•X0.125'6063-T6 ALT. HIGH IMPACT PASS THRU v�a�Rnrnvrtox, ALUMINUM TUBE AT CORNER ALTERNATE va CENTERMATE 4 WINDOW DETAIL CORNER CLOSURE 6 N.T.S. HOPE 5ECTON 6 N.T.S. VERT SECTION 6 N.T.S. HORIZ SECTION I^l TYPE ANCANCH.A CONN.TYPE C2 ANCHOR CONN.CHER LE W. REF.ANCHOR SONEDULE REF.ANCHOR SCHEDULE EMB 1/T MAX EMBED. HOG—{ ANCHOR CONN.TYPE Cl REF.ANCHOR SCHEDULEWHEEL _ : •• 'Pn ASSEMBLYYAATAEVERY GE EQ. E EMB OTHER KNUCKLE 1 WHEELC/ARIAGEi I�D1Ly,�, ��• o WHEEL CARRIAGE ASSENBLYATEVE$'*' L /SCREW W/WASHEl ASSEMBLY AT EVERY 9 010x2'410 S.S. L° OTHERKNI00E Jv/ OTHER KNUCKLE SCREW W/WABHER v� yy� 1L��Pq♦♦ PAND BOTTOM) 010x2'4105.xrI. Ol0�Q'OR 3.410 ._..P (TOP AND BOTTOM) I SCRBY W/ S.S.SCREW W/ 1/4"MAX 010x*OR 3.410 - J-- PANDBOTTOM NYLON BUSHING S.S.SCREW W/ 1/4•MAX AND WASHER NYLON BUSHING 010x2'OR 3.410 R x AND WASHER S.S.SCREW W/ 1/9°MAX rrnn �1 m MIN GLASS SEPARATION NYLON BUSHING U < 2 —PER SCHEDULESHEET 1 ALUMINUM OR MIN GLASS SEPARATION 1 2 AND WASHER x S m W B y SCHEDULE(SHEET WINDOW BLADES —PEA SCHEDULE(SHEET I) ALUMINUM O0. I IWi1 .rvi 9 �IL3tlL WINDOW BLADES _MIN GLASS SEPARATION ALI➢9IN'UM OR W PER SCHEDULE(SHEET WIN70W BLADES y 010X2'00.3.4105.5. ( ) E.4� J SCREW W1 NYLON 010X2'00.3.9105.5. BUSHING AND WASHER SCREW W/NYLONb°m BUSHING AND WASHER IIOx2'OR 3.410 ON w 0 SCREW W/NYLON P 010x1/2'SELF-0DRILLING BUSHING AND WASHER 9 SCREWS®12.O.C.MAT(, (j 4,I'm T— 4•MAX STAGGERED FRONT AND BACK. H 1 D ANCHOR CONN.ANCHOR TYPE C3 1 4 REF.ANCHOR SCHEDULE ANCHOR CONN.TYPE C4 n 1 20-0 MAX m p(� REF.ANCHOR SCHEDULE EQEQ.�' S 9 SF EMBEDEQ U �ry ANCHOR CONN TYPE C2 '� M9, i REF.ANCHORSCHED MBEO. I+T•> pp EDGED yQj g S 8 ALL HEADER CEILING HEADER B.O. WALL HEADER a 8 2 0 1 WALL SILL TRACK r2)ADJUSTABLE SILL TRACK 3 WALKOVER TRACK NS51 VERT SECTIO ] N.T.S. VERTSECRON ] N.T.S. TSECNON Ya ALUMINUM OR 12 — WINDOW BLADES 1 ALUMINUWINDOW BLADES MIN GLASS SEPARATION ALUMINUM LA q WINDOW BLADES PER SCHEDULE(SHEEP I) 410x2'00.3'4105.5. WINDOW BLADES 1 �i _MIN GLASS SEPARATION 010x2.OR 3.910 SCREW W/NYLON PER SCHEDULE(SHEET 1) B.S.SCREW W/ BUSHING AND WASHER-\ 010x2.00.3'4305.5. 010x2.9105.5. NYLON CUSHING SCREW W/NYLON SCREW W/WASHER 4•MAX AND WASHER 0 BUSHING ANO WASHER (TOP AND BOTTOM) 1/4'MAX @ p A rf 9010x2.4105.5. 4fI'MIN.+1'MIN.i SCREW W/WASHEROR ROP ANO BOT(OM) ER•�-EQ.-f ATMBE ANCHORCONN.TVPl CEEDREF.ANCHOR SCHEDULE E,M,B�� 0$T,.. �€ E��' pprypRE� ANCHOR CONN.TYPIC B EXISTING CONCRETE REF.ANCHOR SCHEDULE g 030x1/2'SELF•DIIIWNG ANCHOR CONN.TYPE C4 HOST STFUIC URE EDGE x1(°or S'xY'6063.76 SCREWS 012'O.C. REF.IWM00.SCHEDULE (3KSI MINIMUM) ALUMINUM PLATE STAGGERED FRONT AND MAX'BACK. EXISTING CONCRETE 14-1964 "pST'SfRBC""RE ALT.ADJUSTABLE SILL TRACK (3K51 MINIMUM) 5"xi/4"OR 5"Xi/8"PLATE TO 6 RECESSED FLOOR TRACK �THRU-FLANGE INSTALLATION ] N.T.S. VERT sernoN 5 EXISTING HOST STRUCTURE ] N.T.S. WRTSECION p ] N.T.S. VERT SECTION 9a b LJ I EXISTING WOOD STUDS 9p1 �ry \\\\ M1 r r.0125-MU MUM, (G-0.55 MIN.) MA)L \ AT 24'O.G MAX. THREAD LAG RA ION W/2'MIN. ANCHOR CONN.TYPE C3 2'.2'x0.125'MINVHUM, THREAD PENEIAATION AND 3/4°MPI. Z •••t.-I REF.ANCHOR SCHEDULE 2'x5510.125'MAXIMUM. EDGE DISTANCE PER SND EMS � .••.I••• 2 11'MAX. ANCHOR CONN TYPE CB (4)5/16'LAG SCREWS W/2'MIN. - REF.ANCHORSCHEOULE 1.4°x0.125'6063-TES THREAD PENETRATION AND 3/4•MIN. EXISTING WOOD RAFTERS ALUMINUM TUBE' j* :IT e�•• (G-0.55 MIN.)SPACED EDGE DISTANCE PER RAFTER 2 L�' M _ D p S AT M'O.C.MA)L EMBED. -1/4'TYP. 2-u4• FF meg'9O; < ilOXl'9305.5. ENO DISTANCE w L S SHEET WHEEL CARRY, SCREW W/WASHER METALS#14 410 REWSSP } ASSEMBLY AT EVERY (TOP AND BOTTOM) WHEEL CARRIAGE METAL D.CMAX.SPACED yY s ,,g!•V OTHER KNUCKLE ASSEMBLY AT EVERY AT 3'O.G MAX, Yry4l lL �i _ ------11 5/6'TYP. OTXER KrnfU E 1/2•MAX //�� 5�y '� i10x2'00.3'410 551L'OR S•XL'6063-T6 ALUMINUM #10.2.4105.5. WHEEL CARRIAGE IJ <g-w S.S.SCREW W/ 1/4°MAX PLATE OR 2 'OR T%5'%S§' SCREW W/WASHER OTHEI K YAT EVERY NUCKIE .� 5 NYLON BUSH �BUSHING6063-T6 ALUMINUM ANGLE,6 MAX B AND WASHER OVERHANG BEYOND RAFTER U -- (TDP AND BOTTOM) EMB 3 ._--Ji t 10x2°410 S.S. _MIN GLASS SEPARATION 1 2 i14 410 55 SHEET 1/4°MAX 1 SCREW p/B 0� I;A f�Ii A PER SCHEDULE(SHEET I) ALUMINUM OR METAL SCREWS SPACED WINDOW BLADES AT 11'O.C.MAX. m 0 ff f10.1'OR 3.41055. 1 1/4•MAX < i30X2'00.3'410 ALUMINUM OR !10X2.OR 3°410 p SCREW W/NYLON S.S.SCREW W/ WINDOW BLADES 2-1/q'MIN. 5.6.SLTIEW W/ V a BUSHING AND WASHER NYLON BVSMING 1 L4� NYLON BUSHING AND WASHER END DISTANCES ALUMINUM OR r AND WASHER NINDOW BLADES 5 _MIN GLASS SEPARATION Y PER SCHEDULE(SHEET 1) —MIN GLASS SEPARATION �v 4•MAX NOTE:MAXIMUM ALLOWABLE SPANS AND PER SCHEDULE(SHEET 1) C� Lt 9t DESIGN PRESSURES FOR THIS MOUNTING f1Ox2'OR 3.410 S.S. O R �' g z4 CONDITION PER TABLE BELOW, SCREW W/NYLON Z °1 BUSHING AND WASHER-,,, Z 9 d h n 9l ALLOWABLE DESIGN PRESSURES FOR DETAIL /8 WITH PRESS RESV o sl§ of FORDETAILLA WANGLE ALUMINUM LA / m (J,1 a n ALUMINUM PLATE/ANGLE ALUMINUM PLATE/ am (- x1 6PAN MAXI ESMINPRESSURE SPAN MAXDEBW PRESSUPE 2-1/q'MIN. a•MAX $ G S O PED.TE. Tt_ wMBpelf•t2AAp9 .T.Tp t-TLly�Y\ 9R .979 /9 tlMBEOt4SELF-DRILLING 1N• N24 PLI d2.q pM 1M w9.e Pet/d9e p9/ REF.ANCHOR SCHEDULE SCREWS 012.O.0 MAY, 1/2•MAX 1 I, STAGGERED FRONTAND BACK. 5"x1/4"OR 5"Xi/8"PLATE 2"x5"ANGLE W/CEILING HEADER f14a10sssHEEr ALT.ADJUSTABLE SILL TRACK �TO EXISTING RAFTERS EMBE, METAL SCREWS SPACED 1 8 N.T.S. VERTSECHON - AT 3.O.G MAX. 73 N.T.S. VERT SECTION N 1°x4°x0.125 6063-TES 41 555 f10x2'OR 3`4106.5. AN TRACK ALUMINUMTUBE a® p SCREW W1 NYLON SHOWN HEREIN. B B y BUSHING AND WASHER ° ° ° ° ° (3)5/16•LAG SCREWS W/2•MIN. N EXISTING WOOD STUDS THREAD PENETRATION AND 3/4'MIK @ (G-D.55 MIN.)SPACED EDGE DISTANCE PER STUD O MAX ° AT 24'O.G MAX. pp k QIOR6 AND MAXIMUM SPAGN d PER ANCHOR SCHEDULE.ANCHORS L o d NOTE:MAXIMUM ALLOWABLE SPANS AND d w SHALL BE SPACED AT A MINIMUM OF ANY TRACK SHOWN DESIGN PRESSURES FOR RM MOUNTING i n 1 HEREIN,SEGMENTED TO 3'O.C. CONDITION PER TABLE BELOW. i ACCOMODATE CURVE. TRACK SEGMENT(UNCTIONS ALLOWABLE DESIGN EO Q. MAY BE TACKWELDEDAT PRESSURES FOR DETAIL B/!: ° THE CENTER OF THE TRACK SPAN NAXDEERGNPRES9URE EDGE ° EMBED. ��T+. R w11.9 Pd 11 - ANCHORS AND MAXIMUM SPACING w -Bos I30X1/2'SELF-D"r ANCHOR CONN.TYPE C4 PER ANCHOR SCHEDULE,WITH A 107 • � - 14-1964 SCREWS®12'O.G MAX, REF.ANCHOR 6CHEDULE MINIMUM OF(2)ANCHORS PER iM Mt. 81 S��ZHRU-FLAN �� TRACK SEGMENT.ANCHORS SHALL tM N24 p9/SSTpY BE SPACED AT A MINIMUM OF 3'D.C. RAEK OPTIONAL CURVED TRACK 1"x4"x0.125"TUBE TO 9aTION s W &W/O SEGMENTED SECTIONS s EXISTING WALL STUDS TSECTIONe N.T.S. PLAN VIEW 8 N.T.S. VERT SECTION 3N � l I i I! xx"0,ae. 2.5"MIN EDGE DISTANCE LOAD ARM UO To 6'•0" ! Soars Uo To W-V' I Soars Up To 32'-0" Swm YP To 1T-G` .q (�� '/ yF� (p5fj CONN TYPE _. CONN TYPE _ _ CONNTYFE CONN TYPE yy' •/4^' z` Ci R G3 C5 Cl Q C3 C '- Ci Q C4. CS.'Cl C2 C3 ' C4 C5 4�i4S:. .`" Ij4`1TW TAPCON WiTit 35 220'32. '12.0"32.0"52.0"iZ0"12.0"30.9 is lEF SIO"12a"B.0"SIO" LO"ll.r 12.0" 7.0"220" C I.3p`EMBED(3192Ps1 40 12.0"12.0"120"12.0"120"12.0"12.0".12.0" 9.9" 120"12.0"11.9°12.0"6.9"11.9"12.0'&5"12.0"6.1"10,5" bip T Y $QL��� MIN CONCY 47 '1L0"120"3Ztl".320"120"lza"12.0"220" 7.9"22:0"11.2" 8.9 12.0"SO,30.0" 4!S 7.6`12.0"1 5.1"-i.0' 12.0"6,1"20.5"+7.9":_. 1. 4_, 60" 5.5" 9.r 4,6" 6.9' 72 1Z0"120"12.0" 7.7"12,09.5"'7.4"1Z0'5.0" 8.7"[6.2" 5.1" 9.1" 3.7°.6.S" SB` 4:7`�B.6" 3,5" 220 T.9" S9" Ar I ILW' 3.S' &I" 5.8" 3,S" B.T. S,8" 4.T 8.6"'3S" 6.1" 1!Y'J3eY•TY .1 aQI Isa $ _ 252 S.e" 4.T B.7" 3S" 6.1" S.B" 4.7" B.6" 3.5" 6,1" 5,8" 4.T' B,6" 3.S' 6.1" 5.8" 9.T 8,6" 3.5" 114TE[EOfAN TE ]S 12.0"320"120"12,0 12.m 12.0"1z0"12.0"10.3 1Za.,1x-0°1z0`3z0" 7.5'12A"17.0"13.6"12.0" 6.6"3i.R" (FEMALE,MALE)Wl 46 I20"ILO"220"32.8"12,0'120°220"12.6"8.9"12.(r 120"11.3"22.0 6_S'FO_9"12.9".9.5`120"I 5.8" 9.6" $ i 1-3/4'MIN EMBED 47 12.0°120"120"11.7"1L0`12.0"120"1L0" 7.5"12,0"13.2":8.9"120"I 9.2" 9.4° 7.5"10.9 4.9" 8.L., RRR (3350pd MIN CONC) 60-12.0"12A"12.0"8.9"T20"ii.9"<4.S"220"S.Wl 9.6""7.9":6.4" 4.6".13:17.1 6.T 5.5"f 8.6" 3.8" 6.3"_ ~ < * 72 12,0'1Za°12.0"7,3 12.0" 9,1" 7.3".10.T'4.7 8.0"'6,T' S.0" 8.1 3.5"i 5.9" 5,8` 4.T' 7.T' 3.3 5,6" 220 7.9" 6.4" 9.6" 4.3"17.1" 5.8",4.7°.7J" 33" 5_6" 5.8': 4.7" 7J"_3�3" 5.6" 5.8'• 4.7^ 7,;7" 1T' 5.6" 1-52 X5.6"{,7" T.7" 33" 5.6" 5.8":4.7" 7.7" 3.3" 5.6" 5,8" 4.T 7.T" 3,3" 3.6" 5.8" 4.r.7.J"'3.3" 5,6" " / 4ELCOCRETEFIPXW/ 35 12.0"1Z0'12.0",12.0"12.0"120"120":120"12.0"12.0"128".120"12.0" 9.6"120"120'220°12.0" B,4"320" f -314'MIN EMBED 40 IZO"Mir 12p"32,0"12A"12.O"!20"22.0"113°32.0"12.0 1L0"120 8.3"I20"720"30.9"32.0"'J3"320" 350psi MIN CONC) 47 12.0"1L0"13.D"12.0"12.0"12.0"12.0"U(T' 9.S'12.0"32.9'10.2°1ZO 7,0"12.0"30_8' B.r 12.0"�,8,_3".11.0" 60 f12,0"12.0"12.0"11.3"120"12.0i10.9"12.0"l.3"12,0" 5.1" 7.3"120"SA" 9.7' 7.7" 6.3"1L0":4.7" 0.6" 0 a. j 72 220'12.0"12.0"9.3"1126"10,5"8.4°12.0"&0'50,8 7.1":S.8"'11.1'4.4";&6" .11.1"4.2" 7.6 Q q Q 120 9.1" 7.3"12.0"5,4" 9.7" 6.6" 5.4 ,11.1" 4,2" 7,6"•6b" 5.4"11.1" 4.2" 7_6" $d g 1R'6b" 5.4"31.2"4.2"'7,6" 6,6"3.4"�tl.l"4.2" 7.6" 5.6" SA"21.1" 4.r 7.6" 67 5.4'F11"4.2" 7.6" Y 1/4-20 POWERS W.K-IN 35,.120'1Z9"12,a"11.1"12.OF'12.0"1Z0":12.0" 7.1"12.0°11�]"B.r SIO; 5.2" 9.1" 9.r Z2"11.1"_4.S' B_3" WITH 718'MIN EMBED 40 12.0'120"12.0 9.T.11-12.0"'11.S'i11.0" 6.1"1'0,-r 8.9° 7.0"10.9° 4S' 7.9" 7,4° 5.9".9.V; 3.9" 7.0" a0 x! -y (30000 MIN CONC} 47 32.8"Mr 12.0"8.0"12.0"li.T"8b"'iZ0'S.1" 9.3"}6.9".&S" 9A" 3.8" 6.7" S,8" 4.r 8.4";3.3" 5.9" OOOFFF 1[1 YC 4��8 60 :12.0"11.5°12,016.1"10.7" 7.P' 5.9"!9.B" 3.9 7.0'.4.9" 0.0' 7.5" 5.2" 4.2" 3.4" 6.7" 4.6" *n'ftiW 7210.7" &3"i7.O`5.0":8_9" S.r•4.5"!8.3" 3•T' S�8"_3.8" 3.3" 63" 8- 110:4.9" 4,0' 7.5" 16' 6.0" 4.1' 3.6"' 6.0 9.1 13.6- UT" _.._._. 152 3.6" 6.0" 4.1" 3b" 6.0" 4.1" 3.6" 6.0` 4.1"i].6' 6.0' - 9,1" < 1/4 ELCO FANELMATf 35 12.6^3Z0'120'10.T 12.0'12.0"IZ6",22.0"&T 11.2"S1.S'8.9"50.7"'4.9"'8.2" 9.4" 73r"9b" 4.3" 7.3" INSERT WITH I-5/B'MIN.40 ,12.0'12.0'12.0" 9.2"12.0"17.0"11_r 12.0" 5.8' 9.T' 9.1" 7.2" 9.5" 4.2" 7.2" 7.5° 6.0" B.5" 3.7 63" EMBED(3000Psl MIN 47_32.0"12.0"12.0" 7.6"120'21.3".8.8"10.6"4.9" 8.T 7.1° 5�6" B,3" 3.6 6.1" S.9° 4.8" 7.3" 3.3" 5.4" C CON C) 60iZ6"21.T iZ0J�4 " 9.T' 7.5"'6.8" &5" 3.r 6.3';5.0" 4A" 6.S' 4.r 4.3° SLA 72 X10.9" B.5"10.43.6'320'50' 4.0" 6,5" 47" 3.6" 5.1" 3.1' 3,6" 5.3"_152 3.T' S.2" 3.T' 3.s' S.1" 3.T 3.6" 5.1" 3.T 3.6" ANCHOR NOTES: d 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. s 2. TAPCONS SHALL BE 410 STAINLESS STEEL AND SHALL BE MANUFACTURED BY IMI. ii 3. ENSURE MINIMUM 2.5"EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE BTO HOLLOW BLQCX. 4. ALL CONCRETE ANCHOR SHALL BE INSTALLED TO NDN-CRACKED CONCRETE ONLY. a S. WHERE ANCHORS FASTEN TO N ARROW FACE OF STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2.(MIN)WOOD STUD(1•e.3/4' * EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMWG). WOOD HOST STRUCTURE SHALL BE"SOUTHERN PINE'G.O.SS OR GREATER DENSITY. 7. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND 0 OTHER WALL FINISHES. B. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,OUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING.MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD 14-1964 FRAMING MEMBERS,NOT INTO PLYWOOD. 10.WOOD SUM(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. s s IL MACHINE SCREWS SMALL HAVE MINIMUM OF 1/T ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR �92PL i WAFER HEAD(°SIDEWALK BOLT")U.N.D. 12.P DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. 13. ;Y: DESSGNATES ANCHORS WHICH ARE REMDVABLE. 92 i i 2.S°MIN EDGE DISTANCE CONNTYPE 0St �I ANC LOAD Spans Up To 6-0" Spans Up To W-W I Spans Up To 12'-0" Spalls Up To 13'-6' MATERIAL ANCHORTYPE DESIGN PRESSURE (pa0 CONN TPE CONN TYPE CONN TYPE CONN TYPE IDP 5 100 PSF DP>100 PSF _ C] C2 p C1 ' C2 p C4 C5!Cl C2 p:C4 CS Cl p tl C9 CS � 0.072° #14ENS6.0' ' 1/4°ITW TAPCON WITH 5 12.0"12.0"11.2" 4.9" 9.1".7.9"1 5.7" B,1" 3.0" 5.8"14.3" 3,3".6.3° 4.3" 3.5' 5.7" 3.B" ALUMINUM 1/4.20 BOLT I 7.5" 7_V 1-1/4"EMBED 0 120"12.0"10.1"4T' 7.9" 5.8" 4.4" 7.2" 5.0" 3.4" 5.6" 3_7" 5.1" 3.3" 0.125' CI4 SMS 1Z0" 47 10.7 7A"_8.8" 3.q" 6.6" 4."13.3" 6.3" 4.2" 4.9" 3.1" 4.4" ALUMINUM _1/4.20 BOLT _ - 120" _ .4. 5.0" 3.5" 0.25 #14 EMS 120" IO.0 �Q • �>m® 72 4.l" 3.2" 6.2" 4.2" 4.3" 3.3" 3.1" AWMINUM 1/0-20 BOLT 12.0" _. .. 152 3.1•' 3.1" 3.1" 3.1" 9145M5: 1/4-7 CONNECRON TYPE C6NOTF5: pis ,® I1/4'E P�d���ELMA�TE 35 120"1L0"12.0° 7.1•'SL7"•12.0" 9,T' 9.6" 4.4' 7.6" 7.3" 5.6" 7.4" 3.2" S.6° 5.V',4.T'16.6" 4.9" 1.SHEET METALSOIENSAND 1/4-20 /yAA a (FEMALE,MALE)/" 40 12.0"12.0"112.0" 6.1"10.1"19.9":7.4" B.S- 3.8"16.6" 5.6" 4.5"'6.6" 4.9" 4.8" 3.8 5.9° 4.3" fr11°"""'°`� BOLTS SHALL BE ISOSS. I �' €€ I-1/4"MIN EMBED 47 12.0";12_0"30.6'5.0" 0.S' 7,2" 5.6" 7.q" 3.2" 5,5" 0,5" 3.6" S.fi" 4,1" 3.8" 3.0" 5.1" 3.6" 2PoRSM5,P0.0WDE(5)PITCHES UI Q U'd�d MINIMUM PAST THE7HREAD PLANE. G m B B 4.5" 3.2" 4.0" 3.ALL FASTENERS HEREN SHAD. N 'IR]LR31 72 fl.. 3.8" 3.6" 91y * UTILRE%'O MINIMUM WASHERAT 31+ 3 J 120 3.Z" 4.5" 71" 3.6" 3.6" 3.6" HEAD OF ANCHOR G011188" 152 3.6" 3.fi" 2.3" 3.6" 3.6" 4.1/4.20 BOLTS SHALL UTILIZE SAE 1/4 ELCO CRETEFlE%W/ 35 12_0"".120"112.0" B_3" 12.0"1L0"10_9"11.9" 5.2" 9.2" e_1" 6.3" 9.2" 3.B•' 6.B" 6.6" 5.2" 8.3" 3.3" 6_0" GRADE NUTS AN0WASHfi15. ~off m 1-14°MIN EMBED q0 1 "IZO"'12.0" 7.1"ILO'11A"8.3" 10,6" 4.5" B.0" 6.5" 5.1"18.2° 3.3" 5.9" 5.4" 4.2"'7.3" 5.2- 112V. S.ALUMINUM MEMBERSSHALL BE _47 2.0"12.0"12.0"5.9"10.3"!8.0" 6.2" 9.2" 3.8" 6.T' S.D" 4.0" 7.1" 5.0" 4.2" 3.4" 6.3" 4.4" 6063-T6 MIN.ALLOY. t CONNECTION TYPE ISIS VALID FOR Qp� 3 fi0 11.0" 8.3" I. 45"1 8.0" 5.4" 4.Z" 7.3" 5.2" 3.5" 5,6" 3.9" 3.0"F111101 5.0" 3.4" ALL ALLOWABLE SPAM PBISPAN V 72 7.7" 6.0" 9.0" 3.P 6.6" 4.1" 3.3"16,2. 4.3" 4,T' 3.2" 4.5" 3,0" SCHEDULES. H z 120 3.5" 5.5" 3.9" 4.5" 3.0" q.S' 3.0" 5 _ 152 4.5" 3.0" 4.5" 3.0" g 1/{-20 ALL POINTS 35 120"120"12.D°9.6°12.0"'12.0".120"12.0" 6.0"110.1"110.1"17.8°,9.8" 4.4" 7.5" 8.2" 6.4" B.8" 3.9" 6.6" 0 9 39' SOLID SEf WITH 7/B' {0 12.0"i12_0"12.0" 8.2' ILO°'12.0"10.Z"11.3" 5.2" B.B" B.0" 6.5" W.S.2" 7.8" 3.3" 5.8" pSS MIN EMBED 97 12.0"12.0"12.0" 6.8"11.4" 9.9" 7.7" 9.B" 4,3" 7.4" 62 4.9" 7.S' 3.2" 5.5" 5.2"14.2';6.7" 4.9" n 60 IZO"30.2"11.3" 5.2" B.8" 6.6" S.Z" 7.8" 33" 5.8"!4.4" 3.5" 5.9" 4.3° 3.7" Z o^,'j. * 72 9.6" 7.4" 9.6" 4.2" 7.3" 5.0".4.1" 6,6" 4.8'.5 3.4" 5.0" 3.6" 3.2" 4_7'• 3:4" 9 d 1 120 4.4 3.S' S.9" 4.3" 3,2" 4.7" 3.4" 3.Z" 4.7° 3A" 3.2" 4.7" 3.4" C.) 152 3.2" 4.7" 3.4" 3.2" 4.T 3.4" 3.2" 4.7" 3.4" 3.2" 4.7" 3.4" + 1/4 ELCO PANELMATE 35 32.0"12.0".12.0" 8.6" 12.0".12.0"12,0'•11.1" 5.4" 8.9":9.2" 7.1" 8.6" 3.9" 6.6" 7.5".5.9" 7.7" 3.4" 5.8" c z INSERT WITH 1- 4'MIN U 40 12.0"_12.0",ILO" 7.3" 11.9"120"..9.q" 9.9" 4.6" 7.7"!7.3" 5.7"_7.6" 3.4" 5.7'• 6.0"'4.B" 6.8" 5_I" O e< EMBED 47 1L0";12.0 IZO" 6.1"10.0" 9.1" 7.0'• 8.5" 3.9" B.S- 5,7" 4.5" 6.5" 4.9" 4.8" 3.B".5.8" 4.3" Q U i j9Spj1 O o1 60 12.0 9.4" 9.9" 9.fi° 7.7" 6.0" 4.B" 6.8" 5.1"14.0" 3.2"'5.2" 3.8" 3.4" q.6" 3.3" u a * 72 8.4 • 6.B" 8.3" 3.8" 6.4" 4.6":3.7' S.7" 4.2"13.1" 4.3" 3.1" 4.1" w a 1203.Z" 5_3" 7.B" 4.1" 4.1" 4.1" Q6 152 4.1" 4.1" 11 3/4'MIN EDGE DISTANCE jANCHOR LOAD Spans Up Tp 6'-0'• Spens Up To 9'-0" Spans Up Tp 12'•0" Spans Up To 13'-6" •- (pan CONN TYPE CONN TYPE CONN TYPE CONN TYPE _ Cl 2 p _ C4 CS Cl_ p p C4 ' CS' Cl p C3 f CA p Cl C2 p C4 CS a *1/4'RWTAPCON OR .0"12.0"12.0" 9.1"11.7" 2.0"IN 8.5" 5.9" 7.7"12A"12.0"64 93" 5.7"12.0"10.7" S. 3.8' S.1" 414 WOOD SCREW W/ 40 12.0"12.0"11.0" 7.9" 10.2" Z.;;12.0 7.5" 5.1" 6.7" 12.0"10.4",S.7" 3.8" 5.0°11.0" B_7" 5.1" 3.3" 4.4" I1-1/2°EMBED 47 1 0" 2.0 " LO"12,0'• 6.4- 9.3".5_7 '10.3" 8.2"i 4.8" 3.2° 4.3" 8.7" 6.9"!4.3" 2.0" 3.8" a 8 _60 12.0"12.0° 7.5" 5.1" 6.T'11A" 8.7" 5.1" 3.3" 4.4" 7.3" 5.9" 3.6' 2_S' 3.3" 6.Z"'-§.O" 3.{" 2.T 2.9" 7? 12.0'•12.0"6.3" 4.2" 5.6' 6.7" 4.2" 2.8" 3.7" 5.7" 4.fi"13.2" LD" ZB" 5.3"'4.3"'3.0" 2.6" �d _120 7.3" 5.9" 3.B" 2.5° 3.3 5.3"14.3" 3.0" L6" 6.3" 4.3";3.0"V/'1�`,2.6" 5.3" 9.3" 3.0" 2.6' 152 5.3",4.3" 3.0" 2.6, S.3" 4.3" 3.0" .2,6" 5.3" 4.3":3.0"f�� 2.6' S.3" 4.3"--2.0-- 2.6" -y ELIgpTE I 35 12.0":12.0"12.0"12.("1L0"_ILO"It2.0"1Z0"10.2"120"12.0'•12.0".I2.0"7.4" 11.0"12.0",12.0'11.7- 6.6" 9.7" ,y ( MALE,MALE)W/ 40 12.0"12.0"1L0"12.0"120"12.0"12.0"12.0" B.8" 12.0"12.0"12A"11.5"�6.5" 9.6"12.0"'11.5'•10.3" 5.7" B_S' BiE pD.1•/8°MIN EMBED 47 12.0"12.0'.'12.D"11.5'1L0"12.0' 12,0" 7.4"10.9"12.0"10.8" 9.9" 5.5" B.1"11.4" 9.1" B.6' p 60 12.0".12.0"12.0" B.8" 120"'12.0"11.5"10.1" 5.2" 8.5" 9.5" 7.7" 7.8" 4.2" 6.3" B.2"LAE 7.0".3.7" 5.6" 3 * 72 12.0"1Z0"12 7.2"10.7"11,0" B,9" 8.6" 4.7' 7.0" 7.S",6.1" 6.5" 3.5' S.3" 7.0"'S.7" 6.211:3.3" 5.0" 120 9_5" 7,7° 7.8" 4_2" fi3" 7.0' S,7" 6.2" 3.3' S.0" 7.0" 5.7" 6.2":1.3" 5.0" 7.0" 5.7" 6.2" 3.3" 5.0" 152 7.0" SJ" 6.2" 3.3" 53" 7.0" 5.7" 6.2 3X 5.0" 7.0" 5.7" 6.2" 33" 5.0" 7.0".5.7" 6.2-133" s.o" 14-1964 1/4'LAG SCREW WITH 35 12.0"12.0"12.0 9.6"12.0"12-0"12.0" 8,7" 6.2" B.0"12.0"12.0" 6.6" 4.6" 5.9'•12.0"11.9" S.9" 4.0" 5.3" p - 1.5°MIN THREAD 40 12.0"12.0"11.3" 8.3"10.6'12.6.12.0" 7.7" 5.4' 7.0" 12.0"11.6",5.8" 4.0" 5.2" 12.0" 9.T'.5.2" 3.5" 4.6" rtp4 pssMrR4N: e IPS 47 12.0'12.0' 9.7" 7.0" 8.9" 12.0"12.0" 6_6" 4.5" 5.9" 11.5" 9.1_:5.0" 3.4" 4.4" 9_fi- 7.7" 9.4" 3.0" 3.9" ANCHOR NOTES A$ }EMBEDi 60 12.0"12.0' 7.7" 5.4" 7A" 12.w 9.7" 5.2" 3.S' 4.6" B.1" 3.4" 6.9" 5.6" 3.5" 23" 72 12.0"12.0" 6.4" 4.4" 5.8" 9.4"'7.5" 4.3" L9".3.8" 6.4" 5.2"j 3.3" 2.2" 2.9"5.9'• 4.8" 3.1" ZO" L7" SEE SHEET II FOR M1D10R NOTES. 9� 120 8.1" 6.5" 3.9" Lfi" 3.4" 5.9" 4.8" 3.1" 2.0"•2.7" 5.9" 4.B" 3.1" 2.0" 2.7" 5.9" 4.B":3.1" yul p@ 152 5.9" 4.B'•I 3.1" 2.0' 2.7"-5.9" 4.B" 3.1" 2.0" 2.7" 5.9" 4.8"'3.1' 2.0" 2.7" 5,9" 4.B" 3.1" 2.0" 2.7" E