Loading...
HomeMy WebLinkAboutR-2018-020 Right-of-Way Use Permit for Fire Escape at 105 S. 1st St. RESOLUTION NO. R-2018-020 A RESOLUTION authorizing issuance of a right-of-way use permit to allow the construction of a fire escape at 105 S 1st St. WHEREAS, pursuant to Chapter 8 20 YMC, the City Council is authorized to approve issuance of permits for construction of certain improvements within rights-of-way within the City's commercial districts; and WHEREAS, One Chestnut LLC has submitted an application for a right-of-way use permit to allow the construction of a fire escape that projects up to 4 feet 4 5 inches into the right-of-way 17 feet 0 inches above grade, with the bottom of the retractable ladder 12 feet 0 inches above grade, on the east elevation of the building located at 105 S 1st St. within the Central Business District (CBD) zone; and WHEREAS, the application was deemed complete on February 9, 2018, and WHEREAS, the applicant has provided proof of liability insurance, and WHEREAS, city staff has recommended approval of such permit; and WHEREAS, the City Council, having considered such application and the recommendation of city staff, hereby finds and determines that issuance of the requested right-of-way use permit authorized pursuant to Chapter 8.20 YMC is in the best interest of residents of the City of Yakima and will promote the general health, safety and welfare, now, therefore BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF YAKIMA: The City Manager, or his designee, is hereby authorized to execute and issue a right- of-way use permit in accordance with the provisions of Chapter 8.20 YMC and in conformity with the application for such permit submitted by One Chestnut LLC by application dated December 28, 2017, and designated as city Regulatory License No. RL-170080, for the construction of a fire escape that projects up to 4 feet 4.5 inches into the public right-of-way 17 feet 0 inches above grade, with the bottom of the retractable ladder 12 feet 0 inches above grade, at the east elevation of the building at 105 S 1st St., now, therefore, ADOPTED BY THE CITY COUNCIL this 20th day of February, 2018 ATTEST y ffe y r ONG/i - '8onya Claar Tee, City Clerk r • t{ « a •.,t�. ��iJ ti a„\7.._ ITEM TITLE: SUBMITTED BY: BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT 1 Item No. 6.H. For Meeting of: February 20, 2018 Resolution authorizing a Right -of -Way Use Permit for a fire escape that projects up to 4 feet 4.5 inches into the right-of-way on the east elevation of the building at 105 S. 1st St. Eric Crowell, Associate Planner Joe Caruso, Code Administration Manager Joan Davenport, Al CP, Community Development Director SUMMARY EXPLANATION: One Chestnut LLC is requesting a Right -of -Way Use Permit (RL170080) to allow fora fire escape that extends up to 4 feet 4.5 inches into the public right-of-way and 17 feet above grade. The bottom of the extendable ladder extends 12 feet above grade, on the east elevation of the building at 105 S. 1st St. The property is located in the Commercial Business District (CBD) zoning district. Right -of -Way Use permits are processed under the provisions of Chapter 8.20, which requires review by the code administration manager and final approval by the City Council. The permit also requires liability insurance as prescribed in Section 8.20.060, which will be provided to the Office of Code Administration prior to issuance of any permit. Approved permits are valid for a period of one year, renewable annually. This allows the City an opportunity to review any public health/safety/welfare issues that may need to be addressed in subsequent years. This application was reviewed by the Development Services Team on January 16, 2018. ITEM BUDGETED: STRATEGIC PRIORITY: APPROVED FOR SUBMITTAL: NA Neighborhood and Community Building STAFF RECOMMENDATION: City Manager Adopt resolution. BOARD/COMMITTEE RECOMMENDATION: ATTACHMENTS: Description Upload Date D Resdution 2/9/2018 O Staff Report 29/2018 D Site Plans 2.9/2018 Type Resolution Car Memo Exhibit 2 11 CITY OF YA KIh A r arming DEPARTMENT OF COMMUNITY DEVELOPMENT Joan Davenport, AICP, Director Planning division Joseph Calhoun, Manager 129 North Second Street, 2nd Floor, Yakima, WA 98901 ask.planning@yakimawa.gov • www.yakimawa.gov/services/planning DATE: February 9, 2018 FILE NUMBER: RL -170080 APPLICANT: One Chestnut LLC 4 REQUEST: Right -Of -Way Use Permit to construct a fire escape that projects up to 4 feet 4.5 inches into the right-of-way on the east elevation of the building. LOCATION: 105 S. 1st St. (alley side south of E. Chestnut Ave.) STAFF CONTACT: Eric Crowell, Associate Planner REQUEST One Chestnut LLC is requesting a Right -of -Way Use Permit to construct a fire escape that projects up to 4 feet 4.5 inches into the right-of-way 17 feet 0 inches above grade, with the bottom of the retractable ladder 12 feet 0 inches above grade, on the east elevation of the building at 105 S. 1st St. The property is located within the Central Business District (CBD) zoning district. FINDINGS DEVELOPMENT SERVICES TEAM (DST) REVIEW: A DST meeting was held on January 16, 2018, for technical review of this request. No formal comments were received objecting to the request, and the Codes Division provided the following comments: 1. A building permit will be required for the modification of the fire escape. 2. An approved method such as bollard(s) shall be installed to direct vehicles away from the area where the ladder will be installed less than 14 feet from the surface of the drive aisle. CONCLUSIONS 1. The use of the air rights above the public right-of-way in the alley south of E. Chestnut Ave. is consistent with the provisions of the Yakima Urban Area Zoning Ordinance in regard to its location and height above the public right-of-way. However, a right-of-way use permit is required to permit this feature in the air above the public right-of-way. Y, 2015 1994 5 RECOM MENDATION According to the findings listed above, the City of Yakima Planning Division has no objection to the granting of this right-of-way use permit. 50' E. CHESTNUT' AVE. EXISTING MIXED USE BUILDING 6 RECEIVED EC 2 8 2017 cm, OF YAKIMA :.A iNZj DIV. 140'-0" EXISTING FIRE ESCAPE ABOVE ALLEY, 80'-3" EXISTING -IMPROVED OFF STREET PARKING 9- EXISTING PYLON SIGN TO REMAIN C C EXISTING -REMODELED COMMERCIAL BUILDING 1,-0.. C C EXISTING -IMPROVED OFF STREET PARKING C C C C C C 140'-0" ONCE CHESTNUT - SITE PLAN 105 - 117 S. 1ST ST. YAKIMA WA. SCALE: 1" = 30'-0" DATE: 09-29-17 LEE GWYN - ARCHITECT LEGAL DESCRIPTION: LOTS 25,26,27,28,29,30,31, 8s 32, BLOCK 32, TOWN OF NORTH YAKIMA, NOW YAKIMA, RECORDED IN VOLUME "E" OF PLATS, alqnityitecture PAGE 1, RECORDS OF YAKIMA COUNTY, WASHINGTON P_00, 0 0 rn STRI.C1JRA. AFMR.LLTIONS AD ANCHOR BOLT AM3L AFF ABOVE FINER FLOOR A.ET ALTERNATE ARCH ARDEHTECTUR, ROD ELDC ELECT. EL. R... SM B.10 EN ECLAT.. NAIL BOP BO.. OF FEM.. SOT SOTTON BRNO SMARM SEWN BETWEEN C CARDER CEP CAST TN M.A. DJ CONTR. OR CONST.M. JOINT CMP COVALETE JOINT PENETRATE. CENYERL1. roo CDT.. CUT C.AR LA. O... MASC.. JNIT COL COLD. CONC CONCRET E CO. CONNECTOR C.ONST CONSTRUCTION cow- CONTR.., DBA DEFORMED BAR ANOFFOR DLL DOUBLE DOUGLAS FIRLARCH NAS DIACONAL DFST DISTANCE DEAD LOAD DR DOWN 3111 CET,. DWG DRAWL. • EXERT. .CH SF EACH FACE EL ELEVATION • EDGE .1 EOR ENGIREER . EQUAL EV+ EACH MAY .T EXTERIOR FF FIN. FL.R FN REID .L 11, FLOOR RCN FOUNDATION FT FEET • F33.0. OLL GAL. OAIN (=ALVAN., GLUE .311.1.0 BEAM .11.111WALL 30A. HOY.. OALVA.E11 HDR HEADER HEM.F. FR riao-o F10011 NO.:CONN, • HFAIDEO AN.OR FIBS HOLLOW STRL.TUFLAL SECTOR rIRE INOT INTERIOR ,T JOIST .151T • KT. FTET souARE EA. L ANC. L., LONG LEO FICRIEONT AL LO. LEG Vt... L LONIAL UD.L LVL LAMINATED VT NEER LUMBER LAR LIGHT WEIGHT CORCRE-E INIA, MIN 1.1.DIA MET MIRROR RIC NOT IN CONTRACT NOM TORINO, N1E NOT TO ...ED NTS NOT 70 SCA. 110 NEW DC ON CENTER „.„ OPP ORPOERE OPEN WEB JOIST FORFAR ADTUNFED oNs0000 FERE FFERPENDETAAR 01, JOINT RENET.TION PL FSI POUNDS REP SC.. INCH PELF 1101,51. PER... FOOT TE. REFERENCE 3.FOREANG RECO RECUIRED REV REVISED REV.. SC SLIP CRTIOAL SHT SHOD' SHIRE SHEA.. SIAS SHEET ME', SCREW S. SLAB ON GRADE BOLA. STAINLESS ST.L STD STANDARD STL STEEL T301 TONGUE AND ORCQE TOC TOR OF CONCRETE TOS 1,110F STEEL F011 roP OF FOOTING TOW TOF OF TypEAL VERT VERT.L VIF VERT. IR FELD • MTH.= AN MOE FLANGE WP AT.KiE01,114E flISVWAL soot: mooi. nom, eI DEF. REFER.. DEE. SECT. ELEVATI. OF WALL OR FRAME REVISOR SWAF.. .04.04'4 .NER, THE OCKTRACTORIS RESPONSIBLE FOR VERI E1ONA CEEHFA NOEMLFrEESNC WORE ...ART FOR CONFLETON CP TME PROJECT AC rED SY THE CONTRACT DOCUMENT, 3-01,11 ANY CUES,. AFI.E REG.DING TIE CONTRACT D.UVENTS OR srrE .DNOTIONS THE CONT... SHALL ...EST INTERPRETATION AND C.ARIRCATION FRONT. ENGINEER BEFORE BED... THE PROJECT, TREASEENCE OF SUCH ATECUEST SITALL SOM. IFIAT CONTRACTOR HAS RENEWED AND F.ILLA.E.0 HIEVISEL0 WITH ALT .1FECTS OF ITE PROJE-CT A100 H. COMMA. OOMP.N.SON THEREOF THE CONTRACTOR SHALL BE .EPONSIBLE FOR CO,E0101ANCE SAFE, ...TO. CONSTRUCTION T. CONTRACT PFLLEWENGS ANO .ECIF.T,ONS .PRE.NT THE FINISHED STRUCTURE UNLESS DTHERVHSE SPECIF.LLY NOTED ThEV DO NOT INMATE THE METHOD .NST.CTION OR CONSTRUCT.N LOADS .LLY THEE CONTRACTOR STALL PROVIDE. METHODS, DETECTOR AND RELATED EOUIRIVENT RECESS., PC PRO -ECT THE STRUM. W.PMEN AND OTHER PERSONS MD PROPER, MIRING CONS PRUOTON CONT.OTOR SHALL, AT F. 0.1 EXPENSE, ENGAGE PROPERLY QUA.. PETRONS 30 DETERMINE APE. AND HMV TEMPO.RM PRECAUTIONARY ME.ALLS SHALL . USED A. INSPECT SAME IN THE FIELD Al,' MATERIA1 NOT AS SPELWED OR IMPROPER MAIERML 1,,,EATIEN WOHAVANSHPV SE REMOVED AND REPLACED WITH SFECIFED MATE. WA WORRMANLME MAN.R AT THE CON.ACTOMS EXPENSE T.. PLAN, SPLOFICAMONS, ENCINEE.D AND DES. WORK h. INTENT. SOLELY FOR T. PRO,. SPECIFIED HER. MULL, CO.ULTNG DISCIAA, ALE 1..0' IF THESE RAMS AKO SPECTFICATIONS OR TvE DES. ADVICE PISTRACT.NS ATTER.. THERETO ARE US. ON ANT PROJECT OR AT ANY LOCAT.N OTTER T.V11 .E PROJECT A. L.ATION SPEC.. HE.IN .1-8 TO THE JCS SCE AND STE.L INS ...TONS ARE NOT PART OF THE STRECTURAL ER.EEFIS PERFONSIDIARY JR -E. TF. CONTRACT DOCUMENTS SP.I. OTTER.. NON STR.TU.L PORTIO. PRO.ECT 1NCLUOSNG .T NOT _NTT. TO P.M.. oor. SUPPRE.K., PAT CHANICAL LANID USE. SITE ILLANNI. EROSION CONTRO. FLASHING AND WA.R.R.FING ARE BEYOND THE SCOPE OF THESE DRAWN. AND ARE ETIOLIDED EA OTTERS. ...RR SHORT. LS REOUIRM. CONTRACTOR Sn.L. BE RESPO.D. FOR PROVIDE. A S.M. SYSTEM T HAT PREVENTS SETTLEMENT ANDFOR DAMAGE TC EXIST. R.I.. AND PROTECTS PERSONNEL THE PUBLIC AHD ,E BULDING DUREIG CONSTR.,. AS RE -11.1.0 THE CONTRA.. STA, LOCATE TYE SYSTEM C.AN WINO. 0,11RUCIM. FFIE FERMANENT 51.011.1.11. TARIM 31.01.0.0,1,1011.051.0, 111.P.▪ SES or THE WORK SHALL 001010.5 TO .15 VT 5 INTERNAT.NA- BLIPONO COC., MGM. ALL wcip= ,04.0a*rowto.... 14,..P.M,MOTACIIM014 ifsit itg£, I en. facx.ro I 1 s-R4.11,RAL STEEL All. F ESCAPES SHA.1 . PAINTED PAINT MAY BE ARMED JUNG SRUSTE ROL.ER OR SPRAY AND .ALl SE APPLIED TO ALL SURFACES, P.. COATINGS S.1. ONE OF THE FOLLOW11,. FA 01. COAT OF IRON OXER P.MET TOL _OW.. ONL.ATE OF Al KLL, ENAMEL FRE. 1.1_OR ST OWNERL 8 CRE .AT OF HAPAVERI-E BRAND P.R. • .*Ativ w444.1% PA' FR1CR TO PAINTING THC PIPE EIAARE SHALL BE CL.NED USING HAND TE.LIF ISCRAPEF, WIRE WHEE-S ETEL OR SANDBLASTED CONTRACTOR SHALT FOLLOW ALL NPFRCPRIATE VOILN wORKINC WITH (RAD APSE° P.NT ALE CONNECTORS WITH VISIB. CORRCS.N PRESENT SIT,L BE TA11. APART, CLEANED OF RUST A. PRIMED AND PAINTED ROT A./ CONNECTION.3 11VRP COREOE/C, ATE NOTED ON .1 CONSTRLICTION DOCUMENTS R IS THE .SPONSISIL, OF T. CONTRACTOR TT MELD LEARY TT. .TENT OF ',O.OSION THE CONNECTION SHALL BE REASSEMLLED U.N. TE, TYPE 3111 STARAESS STEEL BO. ALL PEE, ISO TS SH.. MATCH 1 PE DIAMEYER CF THE MS.. DOLTS CR RIVETS "THAT ARE HEI. .PLACET, .3T CORROSION PRESENT ON .3.3, STEEL ME.SERS SHALL BE REMOVED -0 MARE METAL THE STEESL SHA, HE REINED AND PANTED MAFF ONE FTNISH COAT .- MAT /11H011.10 PAINE :COLOR SY OWNER, B Odt0.1.03, 4,0ft. 71.3•41, C. MI 09,1,54,N, MR 10 ..MV.Pd ..Pw4,4V4,00.1,11010.TA ,CVM .04 .4...4.44,4b 11.3 aka.. fa 01.1.4r."0, M12.1 ~Atm C. .0.14,1.N. VOL.., COO.. TO r.%,to.r..1.04 FOR STRUCTURAL STEEL BALDIHOS MISC 3.031 ALL STRUCTLR, APO MISTELLENEOLIS STEEL SMALL CONFORM TO TEE FOLLOW,. MAT., STANDARD. RASED TONS, ARRA .2 RANI PSI RECT....RH.. ASTMMOO ORA. 11 FETAL /. ROUND 11. .PM .00 O.E. B Fy.2 ILSE RIPE, .TIM ASS DR., 8, TOM E OR S, F(.5 PSI Va TI,E055E.,...00.#.#,...4114X ADEMADO 0.4.1...,E4C0,413Willi.DDE '02}4.."1,EEADlq 2,4...444,1ff...,t1...e...41:6.M. .8" r mos oo, ow:831Mo.. , MERIENNG USE OF 1 AMC NO ia,..numwalow irg.an(01...#4. ,,,A6P-rOF WELD. iNerAIXTC. Eve. 51.10.01,EPTELLITER 1 , ,COPY OF X 10LALE.1001,1 OISPEC TOR DDE DDE 441-1C4I0..$ i , . .. .. .. .. . COPYRIGHT 20. kliFm MILLER COM9U1.11“ EN4111EiRS SS. SW 85.. SEIM One ILL.r. Po.5., OR S72. FULTE S53.29.121 Fax 503 .6,130 www 0111erme corn (MIT') SITE PLAN S,C4„,.1±y1 STRUCTURAL ORM.. ENDER SA. STRUM. TOTE, SITE MAN SITIF EAST IRE E EAST OTARDR. VVM alc00%O.Novaa, EAST FRE ESCAF, TESTINE LJADS FA CM E AST FOIL ESCAPE TE.P. LOAM I . RRE FOR .V.414.0 t*M.13,11.0 OF I ft.U.....4 i I410.0.4,M4 IC.AMIG RECEIVED DEC 2 8 201? CITY OF YAKIMA DIV. .1:9440, ktVP .1E1 0.1 STRUCTURAL NOTES VICIN DDE MAP SITE PLAN • • SHEET SOE01 IMMIMAMMOSONNINI. ML,../aCor KR8....n. 1,4R GRATING LEVEL 1 FIRE ESCAPE PLAN kE, 3RATIW3 MATMi kE) 3 51.01 LEVEL 2 FIRE ESCAPE PLAN LEVEL I FIRE ESCAPE GUARDRAIL PLAN 4 LEVEL 2 FIRE ESCAPE GUARDRAIL PLAN 81.01 RECEIVED DEC 2 8 88E7 COY YAKIMA ILMIYIKKK DIV AT FULL SCALC CSANTANIESFENT NONCINEFASEINANFINFEA fI MILLER CONSULTING ENGINEERS 0574 W.+ Sax., BM Sulte Ore N.C. S.F. OR 503.E.IST ENT 633 FIRE ESCAPE REPAIR & TESTING am.mm oqomo LENITY ARCHITECTURE NORTH 0111 111111411 REPAIR FLANS CIACT stol FIRE ESCAPE ELEVATION iT.\ (E) ELEVATION PHOTO 53.01 RECEVED LINE IS 2 INCHES AT FULL SCALE MILLER CONSULTING ENGINEERS B6TO SW BHNul Ou6 Salta One Hundred Portland. OR BUIS Phone 603240.1255t Fax 503 21.13.1 snow mlllerea.com FIRE ESCAPE REPAIR & TESTING LENITY ARCHITECTURE r MAGI a ne mora SHEET CONTENT F RE ESCAPE ELEVATIONS S3.01 DEC 2 8 201P CITY OF YAKINIA PLANNING G DIV. DIDASTDVATE CONNECTPDT IKAPDAST. tDDST MEP ARRA, ADO PAINP BEFORE DEASSEADADAD ***. 77' UPPER STAIR CONN. REPAIR **, tE) STA STRANDED t.TT itt.1 DAP DRAGE PPP DEDIACRCAPD PPG. SDCPBON AAA I.APOVE DUST MOM STPASMAD OINT PPP Ott BOATS MATO, tEt DDPETER. PDF..., Atte. ADD DAMN PREAD, Da' 2 (Et ANGLE TOP REMAIN STAIR BASE CONN. REPAIR *to Mkt CRAP., FLANGE AS DES S Tt STAR PDA SAD a** UPPER GUARDRAIL REINFORCEMENT 4.3 DEPATOD,ND ADDIT. PTA 'Is., CPANDEA TOSIOW ttt. COAT DPW °ADAMANT OD BRACE 3 DIDASSENDILE CONDDTAPPA REMOVE All MAT Att.tt, PAWS. AND MAP AFFORD DISSEMATING (Mt CARRIAGE DOM OP DAME MAMMA. PPP STAIR TREAD REPAIR DETAIL Sa.o1 00 ti.a.maes, ttit A.DTPDAMADAD DEAtATATT.45 PAD BAAS .9.999E MEE thAtt DI DA. CORDED OP GRATING PANE, tki," GDATtPta AA, 4 *a. DA DODD" 4 DIDEL t ,AA/A atataa** At LONG. TAO, WET, TO PSA.tT4E DADt NOM PROSE 'DST. ATTACHADDIT AT DA END tEt SUPPORT %MADE ttEt DASD ******IF8 GRATING ANCHORAGE DETAIL TOP OF STAIR BRACE REINFORCEMENT tAlt ittb, SAD' ‘.1 *WM 60 TYPICAL BRACE REINFORCEMENT 8,01 ADDASRATt. DiDAt SODT WAD' EA DODDER DP DA DAS. PADtEtt SC , 'D'WASIAD„. WEDO tO G.9.99 :MOM: FROVIDD ODAT210 TACADENT ATEA. ENO tht, suspoRT MACE PEE,O,E990,99COU EENEGIONOCEL.G. ',IV NV WE AtitTP, GRATING ANCHORAGE DETAIL 9 2841 ,99,99999 EINAIIEGIGIEVIENE 440,11994, 493 MILLER CONSUMING ENGINEERS DSTC SPA SAD, Elvd 5E19 OGG kurdrad SECIE Glum, E092.16.12.9 Cre% ZO.trat ..,3140,14,440- DA. .4000 ADDED CADDEND ME ESCAPE REPAIR DETAILS GUREINFORCEMENT. S8.01' EG RAD SRC, LJEO 2 8 201V CITY OF YAKIMA fli,22282 DIV -44 APPt. t -C. S TO 0- LOAD DOES NEED TO APPLE° LEVEL. 2.. HOW LOAD FOR 411,1,D1 SEM WO6D ELICG ---rtrr A 1£57 40TEST #1 FIRE ESCAPE HORIZONTAL LADDER LOAD TEST rEFLEACN FIREFOHTERS P. ///'2,122 404 BALCONY CLARDRAlt LOAM,. '. RAP, UMW. ST,011,1 TO 'ME l'OP RAL. LOADS ARE. SICOL1,713 TO BE P,,,PLIED l'ANECU.S.,,,N,D. MI,E,C+2.1., LOAD FOR ,,0,1K,E5 3 ,CP, NEO 0 ONLY FM LEV...;5)54.0WN Ga/a...441 NaLLarammaa aNaLO 'ADD.D'ADD.E. Alattl5,24.4 TV -1.44.K.41 GT TEST aa AMP TEST #2 FIRE ESCAPE LANDING GUARDRAIL wAp TEST 1 40 40 TEST LOAVNG ARPLY 51,ri RAIL rt -E _CAD UREC11014 (0 HE Wt.. "r.,401.,. 04 THE DOXD XCAD FDA 00) DDADDA DADA kr-D*0 Oft, EIETWO.N SHOW, IT% ACK TEST #3 FIRE ESCAPE STAIR RAILING LOAD TEST +IV a AL 14. '04 4040 +Moto, Otaita 1G, LOONL.R.LasoN Tot /aGaGaNt GLOSS 40444 04' IGN 00 4400 LaNGSLattlataNON Noma GO TWO /GoOLN ROOM anOINTOOSNO /TOWN Go ,"NaSONLar4 savolosOLGC Taa GoN riG/ 67,*, MUSS, I G TON Natakons ILSLas OL SaaaWeganda ausat GONLSCIONmia AWL /Lg Lag& atm TaG RaTOGLONSLOGINALLTLNLAWINTSID, 044040 4? AMA Kw*, to MT1E4 Om trAtrusLa NaGLAGOR1E/RNOGOurat& 40NVON Taos. SOLLMLAN ILTS LAADOkaaADAVAD,DIDAt. oLLMOSONONIEG/MaolauxL.GrENT/LOMT /a/O GT4./C/IM '444 44 ausG/otosodaTI,NO .11 oat SOGNOLGONtata., OL—,aatarOlag 40.,0114I ONGLO MONO, nal N,SGS NI MT 4044 40 I HAWN 70 IADAD "DAAD. Tog Gas GL, e.s000mmO oG GOONS Toe atoO. TO*TaaLGINULGIGENsaaNNSEN A't LOOV S 'D A Ft DD EReDI,A15 RACING DAILDS LOAD DOD DO, MaRDAM , UDDER. ODDLECIADA AND RED0440 GD TO ea DIONDODED ADD MAGA 44 02251222 3 TWOS. NTT. GaNNON DAPPAPPPLA wpm COLDTERAIDCA, ON GRADE VP, 2 TO _AMER P.SVEN't CANES r=1.,ING TEST #4 FIRE ESCAPE VERTICAL LADDER LOAD TEST LINE D 2 INCHES AT FULL SCALE ' ODIODADIA.40aA4DIA Xtiata tatruAiat txDpa., MILLER CONSULTING SNOPNEERS DM SW Batt, DIDA SAIN 0, HuaC"Ad PorAxn, CR 47219 RADA DM DADA.' Fax 503.2,6.139a wvAD aallaDaa SLANDAS PACD'PG.0 NORTH FIRE ESCAPE METING LOADS S9.01 TEST #5 - FIRE ESCAPE LANDING SUPPORT LOAD TEST 0) SECTION AT SUPPORT BRACE 3 7,1,8 LAMM TES, HOLD LON, .004 FO, 2 EAU, LEVEL ISM BE TESTED SePAROM, PLAN VIEW AT SUPPORT BRACE 59.02 SUPPORT BRA. TO RE LOAD TES,' ACI,AC,dr SUr PORT B.C., RIGGRIG WRAPPO, CONCENTRIC., ON SUPPO4FT BRACE ,,.00 NOT MAJ., ANC.4.Q :,0,1TERW£1.17 ViNCY ON GRADS ELEVATION AT SUPPORT BRACE TINE 2 RICHES ST FULL SCALE .. • oRY f)F PLA%liliLiZi DIV COPTRIGYI 20,7 MILLER CONSULTING EGGINEGOT GEO SW Bats ERR GHN Ons uncl. Par... OR 972'3 5,3.2.96.125' 503 2. 139, www,HGREss ;PM CD w w 06 LIJ 0 0 w LL SLR. OLL HT. ORESEGOL .„022 NORTH FIRE ESCAPE TESTING' LOADS S9.02