STEED CREEK CLUBHOUSE WASHINGTON CO, OREGON

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1 0 SW rd venue, Suite 00 Portland, Oregon 90 t f STEE REEK LUHOUSE WSHINGTON O, OREGON MYHRE GROUP RHITETS, IN. THESE RWINGS RE THE PROPERTY OF MYHRE GROUP RHITETS N RE NOT TO E REPROUE IN NY MNNER, EXEPT WITH THE PRIOR WRITTEN PPROVL OF MYHRE GROUP RHITETS RWING INEX SHEET NUMER SHEET TITLE S.00 STRUTURL OVER SHEET S.0 GENERL STRUTURL NOTES Portland: (0) 00 end: () FroelichEngineers.com S.0 LU HOUSE FOUNTION PLN S.0 LU HOUSE ROOF FRMING PLN S.0 FOUNTION ETILS S. FOUNTION ETILS S.0 FRMING ETILS S. FRMING ETILS STRUTURL t & nd ' Feet " Inch # Number, Pound (E) Existing (N) New nchor olt I merican oncrete Institute ddendum, ddition LT lternate PPROX pproximate RH rchitect, rchitectural STM merican Society for Testing and Materials VG verage WS merican Welding Society EV evel LG uilding LKG locking M eam OT ottom P ase Plate RG ridge, ridging RG earing RK rick ontrol Joint L enterline LG eiling LR lear MU OL ON ONN ONT L ET F IG I IM L WG WGS WL E ENG ENGR EQ EQUIP EOR EW EXT F TO F F FT FTG oncrete Masonry Unit olumn oncrete onnection ontinuous eformed ar nchor ouble etail oug Fir (ouglasfir) iagonal iameter imension ead Load rawing rawings owel Each Engineer Engineer Equal Equipment Engineer of Record Each Way Exterior Face to Face Fabricate Foot, Feet Footing G GLV G GEN GL GR GRN GYP GYP HS H HR HEX HK HORIZ HSS HV HT I IN INFO INSP INSUL INT JST K KIP Gauge Galvanized General ontractor General Glulam (Glue Laminated eam) Grade Ground Gypsum Gypsum oard Headed nchor Stud Headed Studs Header Hexagonal Hook, Hooks Horizontal Hollow Structural Shape Heating, Ventilating, ir onditioning Height International uilding ode Inch Information Inspect Insulation Interior, Internal, intersection Joist Kilopound (000 pounds) Kilopound (000 pounds) L LM LT L LLH LLV LL LNTL LONG LSL LT WT LVL MX M MEH MEZZ MF MFG MFR MIN MIS MTL N NO NOM NS NTS O OPNG ngle, Left, Length, Long Laminate, Laminated Lateral Pound (weight) Long Leg Horizontal Long Leg Vertical Live Load Lintel Longitudinal Laminated Strand Lumber Lightweight Laminated Veneer Lumber Maximum Machine olt Mechanical Mezzanine Manufactured, Metal Floor eck Manufacturing Manufacture, Manufacturer Minimum Miscellaneous Material, Metal North Number Nominal Nelson Stud Not To Scale On enter Opening OPP OWSJ PF PF PERF PERIM PERP PL PLF PLW PREF PSF PSI PSL PT QTY REF REINF REQ' SHE SE SET SF SL SIM SOG SPE Opposite Open Web Steel Joist Powder ctuated Fasteners Pounds per ubic Foot Perforate, Performance Perimeter Perpendicular Plate Pounds per Lineal Foot Plywood Prefabricated Pounds per Square Foot Pounds per Square Inch Parallel Strand Lumber PostTensioned, PreservativeTreated Quantity Refer, Reference Reinforcement, Reinforce Required Revision Schedule Structural Engineer Section Square Foot Snow Load Similar Slab on Grade Specification, Specifications ST Standard STIFF Stiffener STL Steel STRUT Structural T& Top and ottom T&G Tongue & Groove TN Tangent THK Thick, Thickness TO Top of eam TOF Top of Footing TOJ Top of Joist TOL Top of Lintel, Landing TOP Top of Pier TOS Top of Slab, Top of Steel TOW Top of Wall TOL Tolerance TRNS Transverse Typical UNO Unless Noted Otherwise VERT Vertical W/ With W/O Without W Wood WF Wide Flange (structural steel) WT Weight WWF Welded Wire Fabric WF Wide Flange (structural steel) STEE REEK LUHOUSE WSHINGTON O., OREGON IL SYMOLS: TE SOME SYMOLS SHOWN MY NOT E IN USE NUMER P:\0jobs\T (Steed reek lubhouse)\structural\urrent\ts00.dwg Xrefs: txtb Tx froelichlogo ate Plotted: Jan 0 9:am LETTER REFERENE GRI LINES N NORTH RROW SETION NUMER SHEET NUMER UILING SETION NUMER KEY NOTE TG SETION NUMER SHEET NUMER PRTIL SETION ETIL ULE ETIL NUMER SHEET NUMER ETIL REFERENE ULE ELEVTION NUMER SHEET NUMER ELEVTION REFERENE ETIL NUMER SHEET NUMER ETIL REFERENE SSO: J: RWN Y: JO NO: TE: P. STEWRT K. RNOLPH JN 0 STRUTURL OVER SHEET

2 General Structural Notes 0 SW rd venue, Suite 00 Portland, Oregon 90 t f PROJET ESRIPTION: NEW STORY OMMUNITY LU HOUSE UILING. GNG NILE WOO ROOF ES. WOO STRUTURL SHETHE WOO STU WLL FRMING. ONRETE SL ON GRE FIRST FLOOR. ONVENTIONL FOUNTION (ONRETE SPRE FOOTINGS, ONTINUOUS FOOTING W/ STEMWLLS) ESIGN OE:. INTERNTIONL UILING OE, 009 EITION.. STTE OF OREGON 00 STRUTURL SPEILTY OE (OSS) MENMENTS.. LL REFERENE TO OTHER OES N STNRS (I, STM, ET.) SHLL E FOR THE EITIONS NOTE IN HPTER OF THE I N OSS ESIGN RITERI: OUPNY TEGORY (PER I TLE 0. & SE TLE ) GROUN SNOW LO (Pg) 0 PSF FLTROOF SNOW LO (Pf) PSF SNOW EXPOSURE FTOR (e).0 SNOW LO IMPORTNE FTOR (Is).0 THERML FTOR (t).0 SI WIN SPEE, SE GUST 9 MPH WIN EXPOSURE WIN IMPORTNE FTOR (lw).0 SEISMI IMPORTNE FTOR (le).0 SITE LSS MPPE SPETRL RESPONSE (Ss) 0.9 MPPE SPETRL RESPONSE (Sl) 0. SPETRL RESPONSE OEFF. (Sds) 0. SPETRL RESPONSE OEFF. (Sdl) 0.99 SEISMI ESIGN TEGORY SI SEISMI FORE RESISTING SYSTEM LIGHT FRME WLLS WITH SHER PNELS RESPONSE MOIFITION FTOR (R). SEISMI RESPONSE OEFFIIENT (s) 0. ESIGN SE SHER. KIPS NLYSIS PROEURE EQUIVLENT LTERL FORE PROEURE LLOWLE SOIL ERING PRESSURE II 00 PSF PER GEOTEHNIL REPORT Y: GEO PIFI ENGINEERING, IN. TE: MRH, 0 PROJET NO: 9 GENERL:. UNLESS OTHERWISE NOTE, LL MTERIL N ESIGN SPEIFITIONS ITE HEREIN SHLL ONFORM TO THE MOST REENTLY OPTE SPEIFITION OF OE.. THESE STRUTURL NOTES RE SUPPLEMENT TO THE PROJET SPEIFITIONS. NY ISREPNY FOUN MONG THE RWINGS, SPEIFITIONS, THESE NOTES, N NY SITE ONITIONS SHLL E REPORTE IN TIMELY MNNER TO THE RHITET / ENGINEER OF REOR WHO SHLL ORRET NY ISREPNY IN WRITING. NY WORK ONE Y THE ONTRTOR FTER ISOVERY OF SUH ISREPNY SHLL E ONE T THE ONTRTOR'S RISK.. THE ONTRTOR SHLL VERIFY N OORINTE THE IMENSIONS MONG RWINGS PRIOR TO PROEEING WITH NY WORK OR FRITION.. THE STRUTURL RWINGS REPRESENT THE OMPLETE STRUTURE N RE NOT INTENE TO INITE THE MENS N METHO OF ONSTRUTION. THE ONTRTOR IS RESPONSILE FOR LL EMOLITION N ONSTRUTION MENS, METHOS, TEHNIQUES, SEQUENING, N SFETY REQUIRE FOR THIS PROJET.. THE ONTRTOR IS RESPONSILE FOR THE ESIGN N ONSTRUTION OF LL ERETION RING, FORM WORK, N TEMPORRY SHORING REQUIRE FOR THIS PROJET.. SEE SUMITTL KEY FOR REQUIRE SHOP RWING SUMITTLS. UNLESS STTE OTHERWISE IN THE PROJET SPEIFITIONS, PROVIE MINIMUM OF TWO SETS OF SUMITTLS FOR PPROVL OR ORRETIONS.. LL FETURES OF ONSTRUTION NOT FULLY SHOWN SHLL E OF THE SME E N HRTER S SHOWN FOR SIMILR ONITIONS SUJET TO IEW Y THE RHITET N STRUTURL ENGINEER OF REOR.. LL PROUTS N MTERILS USE Y THE ONTRTOR SHLL E PPLIE, PLE, ERETE OR INSTLLE IN STRIT ORNE WITH THE MNUFTURER'S INSTRUTIONS. 9. THESE OUMENTS ONTIN NOTES THT MY PPLY GENERLLY TO LL STRUTURL ELEMENTS, SPEIFILLY TO ONE SHEET, OR SPEIFILLY TO ONE OR MORE STRUTURL ELEMENTS. THE NOTES RE NOT MERE GUIELINES, THEY RE PRT N PREL OF OUR ESIGN. NY WORK THT IS PERFORME THT IS NOT IN OMPLINE WITH THE NOTES IS NOT IN OMPLINE WITH THE ESIGN N IS SUJET TO REJETION. NY LTERTION, MOIFITION, ELETION, OR ITION TO THE NOTES Y WRITING, T OR FILURE TO T, SHLL E RRIE OUT ONLY WITH THE PRIOR EXPRESS WRITTEN ONSENT N PPROVL OF FROELIH ONSULTING ENGINEERS. SPEIL INSPETIONS:. QULIFIE SPEIL INSPETOR IS TO E ONTRTE Y THE OWNER PER I HPTER REQUIREMENTS, N LL LOL ORINNES.. IT IS THE ONTRTORS RESPONSIILITY TO OORINTE LL INSPETIONS WITH THE ESIGNTE SPEIL INSPETOR IN TIMELY MNNER PRIOR TO LL WORK REQUIRING SPEIL INSPETION.. LL SPEIL INSPETORS SHLL E ERTIFIE TO PERFORM THE NEESSRY INSPETIONS ON THE MTERILS N OPERTIONS INITE PER I, I, WS OR OTHER PPROVE GOVERNING INSTITUTION STNRS. Required Special Inspections: PostInstalled nchors Verification and Inspection INSTLLTION IN HRENE ONRETE N OMPLETE MSONRY I ode Reference 0.., 0.. INSPETION ode or Standard Reference I EVLUTION REPORT Frequency of Inspection ontinuous Periodic X REMRKS SPEIL INSPETIONS PPLY TO NHOR PROUT NME, E, N IMENSIONS, HOLE IMENSIONS, OMPLINE WITH RILL IT REQUIREMENTS, LENLINESS OF THE HOLE N NHOR, HESIVE EXPIRTION TE, NHOR/HESIVE INSTLLTION, NHOR EMEMENT, N TIGHTENING TORQUE. ONRETE (ST IN PLE):. LL ONRETE SHLL E NORML WEIGHT N SHLL HVE THE FOLLOWING PROPERTIES: FOOTINGS STEMWLLS ESRIPTION INTERIOR SLONGRE Y STRENGTH WTER/EMENT RTIO 000 PSI PSI 000 PSI OTHER STRUTURL LULTIONS RE SE UPON 00 PSI ONRETE STRENGTH. PER I SE. 0., EXEPTION., SPEIL INSPETION NOT REQUIRE. OLUMNS THT RE N INTEGRL PRT OF WLL MUST HVE ONRETE STRENGTH S REQUIRE FOR OLUMNS.. ONRETE, FORMS, MIXING, PLING N URING SHLL ONFORM TO I MNUL OF ONRETE PRTIE, LTEST EITION, N SPEIFITIONS.. ONRETE SHLL E PLE IN ONE ONTINUOUS OPERTION ENTRINE IR % +/.% % +/.% REINFORING STEEL:. LL REINFORING RS SHLL ONFORM TO STM OF THE FOLLOWING GRES: STM GRE 0 FOR LL REINFOREMENT STM GRE 0 FOR EM STIRRUPS, OLUMN TIES N S NOTE.. REINFOREMENT SHLL E SEURE IN FORMS WITH SUITLE TIES N NHORGE TO PENT ISPLEMENT. RS JENT TO ERTH SHLL E SUPPORTE Y EMENT MORTR UES.. REINFOREMENT STEEL SHLL NOT E ISPLE FOR THE ONVENIENE OF OTHER TRES UNLESS PPROVE Y THE STRUTURL ENGINEER OF REOR.. 'WET SETTING' OF REINFOREMENT, NHOR OLTS, N INSERTS IS NOT PERMITTE. THE FOLLOWING MINIMUM ONRETE OVER SHLL E PROVIE FOR STINPLE REINFOREMENT:. ONRETE ST GINST N PERMNENTLY EXPOSE ERTH ". ONRETE EXPOSE TO ERTH OR WETHER: # THROUGH # RS " # R N SMLLER ". PLE '0" x '0" RS T ORNERS N INTERSETIONS FOR WLLS N FOUNTIONS EQUL IN SIZE, NUMER N SPING TO HORIZONTL REINFORING.. REINFOREMENT SPLIES, SHLL E R I. (" MIN.), UNLESS NOTE OTHERWISE.. UNLESS OTHERWISE NOTE, OWEL ONRETE WLLS TO FOOTING WITH RS OF SME SIZE & SPING S WLL REINFOREMENT. MSONRY/STONE VENEER:. VENEER SHLL NOT EXEE " IN THIKNESS.. PROVIE " MIN ( " MX) IR SPE ETWEEN VENEER N STU WLL SHETHING. WLL SHETHING TO E OVERE WITH PPROVE WETHER RESISTNT RRIER.. VENEER NHORS RE TO MEET THE REQUIREMENTS OF I VENEER TO E NHORE IRETLY TO WLL STUS, OLUMNS, ONRETE WLLS, MU WLLS, OR STRUTURL ELEMENTS. NHORS TO E SPE T " O.. HORIZONTLLY N " O.. VERTILLY, MXIMUM. IN NO SE IS THE RE OF VENEER SUPPORTE Y EH NHOR TO EXEE.0 SQ. FT.. USE /" x GGE GLVNIZE METL JUSTLE NHORS OR # 9 GGE GLVNIZE WIRE NHORS.. USE #9 GGE GLVNIZE WIRE JOINT REINFOREMENT HORIZONTLLY T MXIMUM OF " O.. JOINT REINFOREMENT TO E SEURE TO SEISMI NHORS.. NHORS TO MEET THE REQUIREMENTS OF SEISMI ESIGN TEGORY.. ISOLTE THE SIES N TOP OF NHORE VENEER FROM THE STRUTURE SO THT VERTIL N LTERL SEISMI FORES RESISTE Y THE STRUTURE RE NOT IMPRTE TO THE VENEER. 9. PROVIE ITIONL NHORS ROUN OPENINGS LRGER THN " IN EITHER IMENSION. SPE NHORS ROUN PERIMETER OF OPENINGS T MXIMUM OF '0" O.. PLE NHORS WITHIN " OF OPENINGS. 0. EME NHORS INTO THE MORTR JOINT MINIMUM ISTNE OF " WITH T LEST " MORTR OVER TO THE OUTSIE FE. METL PLTE ONNETE ES:. METL PLTE ONNETE ES SHLL E ESIGNE N MNUFTURE IN ORNE WITH "ESIGN SPEIFITIONS FOR LIGHT METL PLTE ONNETE WOO ES", TPI S PULISHE Y THE PLTE INSTITUTE N SHLL E ESIGNE FOR THE FOLLOWING MINIMUM LOS N NY SNOW RIFTING/SLIING SNOW INITE ON RWINGS: TOP HOR PSF SNOW LO PSF E LO OTTOM HOR PSF EVES x PSF SNOW LO (IE MS) TOTL LO PSF + SELF WEIGHT NET UPLIFT 0 PSF (0. + W). THE MNUFTURER SHLL SUMIT ESIGNS, SHOP RWINGS N LULTIONS ERING THE STMP OF REGISTERE PROFESSIONL ENGINEER LIENSE IN THE STTE OF OREGON TO THE RHITET FOR IEW.. ESIGN, SHOP RWINGS N LULTIONS SHLL INLUE THE FOLLOWING INFORMTION:. EFLETION ESIGN RITERI. LIVE, SNOW, E, WIN, SEISMI N MEHNIL ESIGN LOS. ERETION N PLEMENT RITERI. ETILS OF LL RIGING, RING, STIFFENERS, LOKING N ONNETIONS E. LOTION N FRMING FOR LL EQUIPMENT LOS OVER 00 LS F. LOTION N FRMING FOR LL SUSPENE WLLS N EQUIPMENT. THE MNUFTURER SHLL SUPPLY LL HRWRE, NHORGE, N METL SETS REQUIRE, N SHLL INITE RING N OTHER ESSORIES, TO E SUPPLIE Y THE GENERL ONTRTOR, NEESSRY FOR THE PROPER ERETION & PERFORMNE OF THEIR PROUT.. LOWER HORS SHLL E MERE TO PROVIE FOR E LO EFLETION T GYPSUM OR EILINGS.. ONTRTOR TO VERIFY LL WEIGHTS N LOTIONS OF ONENTRTE LOS UE TO ROOF TOP MEHNIL UNITS, MEHNIL PIPING, ELETRIL UNITS, FOLING PRTITIONS N OTHER ONENTRTE LOS PRIOR TO FRITION.. O NOT NOTH OR RILL MEMERS W/OUT PPROVL OF THE MNUFTURER N THEIR ENGINEER.. LTERNTIVE PROUTS N ESIGNS MUST E PPROVE Y THE STRUTURL ENGINEER OF REOR PRIOR TO I. GLUE LMINTE MEMERS:. LL GLUE LMINTE TIMER EMS SHLL E OUGLS FIR FV T LL SIMPLE EMS N GRE FV T LL NTILEVER N ONTINUOUS EMS, UNLESS OTHERWISE SPEIFIE ON THE RWINGS.. LL G.L. TIMER SHLL E FRITE IN ORNE WITH NSI 90 MNUFTURING, USING.F. LUMER N WTERPROOF HESIVE. EH MEMER SHLL ER N IT OR P IENTIFITION MRK N E OMPNIE Y N IT OR P ERTIFITE OF ONFORMNE.. G.L. TIMER EMS SHLL HVE 00' RIUS MER, OR, S INITE ON THE RWINGS.. LL G.L. MEMERS SHLL E NOTHE, SHPE N FINISHE S S N SPEIFITIONS.. SEE SPEIFITIONS FOR FINISH N PROTETION.. LL G.L. TIMER OLUMNS SHLL E OMINTION.. O NOT NOTH OR RILL STRUTURL MEMERS, EXEPT S LLOWE PER OE. NY PROPOSE NOTHING OR RILLING OF STRUTURL MEMERS, EYON THE LIMITTIONS SET FORTH Y OE, NEES TO HVE PRIOR PPROVL Y THE STRUTURL ENGINEER OF REOR. N NILING N FSTENERS:. NILING INITE ON PLNS N ETILS RE "OMMON" NILS. MINIMUM FRMING NILING SHLL ONFORM TO I TLE SEE ETILS FOR ITIONL IL NILING REQUIREMENTS. SUSTITUTION OF NILS OTHER THN "OMMON" IS NOT PERMITTE WITHOUT PRIOR PPROVL.. POWER RIVEN NILS OTHER THN "OMMON" NILS MY E USE IF T IS SUMITTE N PPROVE PRIOR TO USE.. PLYWOO NILING SHLL E S FOLLOWS, UNLESS NOTE OTHERWISE ON PLNS:. ROOF SHETHING d T " O.. T LL SUPPORTE PNEL EGES d T " O.. LONG INTERMEITE FRMING. WLL SHETHING d T " O.. T LL PNEL EGES U.N.O. ON PLNS d T " O.. LONG INTERMEITE STUS LOK LL EGES WITH x FLTS. LL OLTE ONNETIONS SHLL E ME WITH MHINE OLTS (M..) ONFORMING TO STM 0. LL OLTS N LGS SHLL E INSTLLE WITH STNR WSHERS, UNLESS NOTE.. JOIST HNGERS, HOL OWNS, N OTHER FRMING ESSORIES RE REFERRE TO ON PLNS Y PRTIULR E S MNUFTURE Y SIMPSON OMPNY SN LENRO,. LL HRWRE IS TO E FSTENE PER MNUFTURER'S SPEIFITIONS, U.N.O.. SILLS T WLLS SHLL E OLTE TO ONRETE WITH " IMETER x " EME NHOR OLTS T 'O" O.. MXIMUM N WITHIN 'O" OF SILL PLTE ENS, ORNERS OR SPLIES, UNLESS ETILE OTHERWISE. T SHERWLLS, USE STEEL PLTE WSHERS T LL NHOR OLTS. WSHERS TO E MINIMUM /"x"x" S PER I LL PLTES N LEGERS SHLL E NHORE WITH MINIMUM OF THREE FSTENERS PER PIEE.. EPOXY NHOR OLTS N HESIVE INITE ON RWINGS SHLL E OF E S NOTE ON RWINGS, OR PPROVE EQUL. EPTH OF EMEMENT SHLL E S PER MNUF. SPEIFITIONS, UNLESS NOTE OTHERWISE. INSTLL LL EPOXY FSTENERS IN STRIT ORNE WITH THE MNUFTURER'S REQUIREMENT 9. LL FSTENERS FOR PRESSURE TRETE WOO SHLL E ORROSION RESISTNT PER THE REQUIREMENTS OF I a. HOTIPPE ZINOTE GLVNIZE STEEL b. STINLESS STEEL MYHRE GROUP RHITETS, IN. THESE RWINGS RE THE PROPERTY OF MYHRE GROUP RHITETS N RE NOT TO E REPROUE IN NY MNNER, EXEPT WITH THE PRIOR WRITTEN PPROVL OF MYHRE GROUP RHITETS Portland: (0) 00 end: () FroelichEngineers.com STEE REEK LUHOUSE WSHINGTON O., OREGON TE P:\0jobs\T (Steed reek lubhouse)\structural\urrent\ts0.dwg Xrefs: txtb Tx froelichlogo ate Plotted: Jan 0 9:am EFERRE SUMITTLS:. PURSUNT TO THE I, SUMITTL OUMENTS FOR EFERRE ITEMS SHLL E PROVIE TO THE RHITET N/OR THE STRUTURL ENGINEER OF REOR FOR IEW. ITEM RHITET OF REOR STRUTURL ENGINEER OF REOR UILING OFFIIL. PREENGINEERE ROOF ES X X X FOUNTIONS:. FOUNTION SIZES RE SE UPON MXIMUM TOTL LO ERING SOIL PRESSURE = 00 PSF FOR ERING ON NTIVE SOILS/OMPTE FILL.. FOOTING SHLL E FOUNE ON FIRM, UNISTURE SOIL OR ON PPROVE STRUTURL FILL., S REOMMENE Y THE GEOTEHNIL ENGINEER'S REPORT.. LL FOOTINGS SHLL E MINIMUM OF " ELOW FINL GRES.. LL ISTURE SOIL SHLL E REMOVE Y HN OPERTION FROM FOOTING EXVTIONS TO NET LINES N REPLE WITH ENGINEERE FILL IF NEESSRY.. THE ONTRTOR SHLL IEW LL GEOTEHNIL ENGINEER REOMMENTIONS PRIOR TO THE OMMENEMENT OF NY SITE WORK.. OTTOM OF FOOTINGS SHLL E STEPPE FROM ELEVTION TO ELEVTION T '0" HORIZONTL TO '0" VERTIL STEPS OR SHLL E SLOPE NOT TO EXEE VERTIL TO HORIZONTL WHEN PPROVE Y THE ENGINEER.. PLEMENT OF LL FILL SHLL E OSERVE N TESTE FOR RELTIVE OMPTION Y QULIFIE TEHNIIN UNER THE GUINE OF THE GEOTEHNIL ENGINEER. MINIMUM TESTING FREQUENY SHLL E ESTLISHE Y THE GEOTEHNIL ENGINEER.. THE ONTRTOR SHLL NOTIFY THE GEOTEHNIL ENGINEER PRIOR TO OMMENEMENT OF FILLING OPERTIONS 9. LL GENERL EXVTIONS N FOOTINGS SHLL E INSPETE N PPROVE PRIOR TO THE PLEMENT OF NY SOIL KFILL N/OR ONRETE. 0. LL FILL, KFILL N OMPTION TIVITIES, PRTIULRLY URING WET WETHER ONITIONS, SHLL FOLLOW REOMMENTIONS OF GEOTEHNIL ENGINEER. SWN FRMING LUMER:. LL SWN LUMER SHLL E OUGLS FIR, SS, GRE IN ORNE WITH WLI RULE #, OF THE FOLLOWING GRES: x STUS, x STUS UP TO 0'0": PR., NO. x STUS OVER 0'0", JOISTS, PLTES, x HEERS, LOKING: PR., NO. EMS, x HEERS: PR. 0, NO. POSTS: PR., NO. OR NO. (S INITE ON PLNS N ETILS. LL X LUMER SHLL E SRY, UNO.. LL PLTES N LEGERS IN IRET ONTT WITH ONRETE OR MSONRY SHLL E PRESERVTIVE TRETE PER WP SPEIFITIONS. LL PT LUMER SHLL ER THE WP QULITY MRK.. LL IMENSIONL LUMER N TIMERS SHLL E ERTIFIE IN WRITING Y THE SUPPLIER TO E LESS THN 9% MOISTURE ONTENT.. O NOT NOT NOTH OR RILL STRUTURL MEMERS, EXEPT S LLOWE PER OE. NY PROPOSE NOTHING OR RILLING OF STRUTURL MEMERS, EYON THE LIMITTIONS SET FORTH Y OE, NEES TO HVE PRIOR PPROVL Y THE ENGINEER OF REOR. SHETHING:. LL SHETHING SHLL E EXPOSURE ONFORMING TO O PS OR PS & SHLL HVE N P PNEL IENTIFITION INEX STMP UNLESS NOTE OTHERWISE ON RWINGS. PNEL THIKNESS & IENTIFITION INEX SHLL E S FOLLOWS:. ROOF SHETHING: "INEX 0/0. WLL SHETHING: "INEX /. SHETHING SHLL E INSTLLE WITH FE GRIN PERPENIULR TO SUPPORTS N EN JOINTS SHLL E STGGERE.. PROVIE PLY LIP PER UNSUPPORTE EGE OF ROOF SHETHING WHERE JOIST SPING EXEES " O.. U.N.O. S LOKE EGES.. LOK LL WLL SHETHING S REQUIRE PER SHERWLL SHEULE. SSO: J: RWN Y: JO NO: TE: P. STEWRT K. RNOLPH JN 0 GENERL STRUTURL NOTES

3 0 SW rd venue, Suite 00 Portland, Oregon 90 t f S. WINOW FRMING S. () S.0 S.0 OOR S.0 S.0 Foundation Plan Notes MYHRE GROUP RHITETS, IN. THESE RWINGS RE THE PROPERTY OF MYHRE GROUP RHITETS N RE NOT TO E REPROUE IN NY MNNER, EXEPT WITH THE PRIOR WRITTEN PPROVL OF MYHRE GROUP RHITETS. VERIFY LL IMENSIONS WITH THE RHITETURL RWINGS. ST ST. ETILS ON THESE PLNS RE INTENE TO EPIT THE GENERL ONSTRUTION METHOS FOR THIS STRUTURE. ONNETIONS, ETILS N ONITIONS NOT SPEIFILLY SHOWN THT RE SIMILR TO THOSE THT RE SPEIFIE SHLL E SSUME ONE N THE SME. IF QUESTIONS REGRING THE PPLITION OF ETILS RE ENOUNTERE, NOTIFY THE RHITET / ENGINEER FOR LRIFITION IN TIMELY MNNER PRIOR TO I OPENING. " ONRETE SL ON GRE W/ " O E WY OVER VPOR RETRER & OMPTE SUGRE PER GEOTEH 0 S.0 x F# x F# ENTER FOOTING ON WLL S.0... X H.. INITES FOOTING E. SEE FOOTING SHEULE ON THIS SHEET FOR MORE INFORMTION. INITES HOLOWN. SEE HOLOWN SHEULE ON THIS SHEET. INITES SHER WLL. SEE SHER WLL LEGEN, SHER WLL SHEULE, & HOLOWN SHEULE ON THIS SHEET FOR MORE INFORMTION.. INITES LO ERING WLL, FRMING TO E x F# " O UNO (SEE RH RWINGS FOR WLL WITH). INITES NONLO ERING PRTITION WLL ELOW, FRMING TO E x F# " O, UNO (SEE RH RWINGS FOR WLL WITHS) Portland: (0) 00 end: () FroelichEngineers.com LLOON FRME HIMNEY W/ "x ".E LSL STUS Shear Wall Schedule Sheathing Nailing Mud Sill Plate and nchor olts (See note ) OOR 0 S.0 /" P RTE SHT'G () SIE W/d " O EGES & " ST x SILL PL. W/ " O (EME ") O FIEL /" P RTE SHT'G () SIE W/d " O EGES & " O FIEL x SILL PL. W/ " O (EME ") P:\0jobs\T (Steed reek lubhouse)\structural\urrent\ts0.dwg Xrefs: txtb Tx txplan0 xplan xgrid txwalls txshearsched txfndnplannotes txftg txhold txshearlegnd froelichlogo ate Plotted: Jan 0 9:am S.0 IF REQ' S.0 S.0 ST S.0 S.0 T '" ST /"='0" 9 S.0 " ONRETE SL ON GRE W/ " O E WY OVER VPOR RETRER & OMPTE SUGRE PER GEOTEH x F# S.0 S.0 S. ENTER FOOTING ON OOR x F# S.0 S.0 HTT '" HTT S.0 S.0 HTT S.0 RISE ONRETE UR " ONRETE SL ON GRE W/ " O E WY OVER VPOR RETRER & OMPTE SUGRE PER GEOTEH HTT SLOPE & RIN SL PER RH " WIE x 0" EEP x ONT " WIE x 0" EEP x ONT '0" x '0" x " EEP 0" EEP x S SHOWN S.0 ST Footing Schedule Size Reinforcing Notes Shear Wall Legend LONG: () # TRNS: " O LONG: () # TRNS: " O () # E WY EQ SPE T OTTOM " O E. WY T OTTOM SEE SHEULE INFORMTION FOR EH PPLILE SYMOL SHOWN. ONE HOLOWN IS LWYS TO E LOTE T EH EN OF EH SHER WLL S INITE ELOW ("H") UNLESS NOTE OTHERWISE. HOLOWNS MY OR MY NOT E INITE Y OT (S SHOWN ELOW) ON THE PLNS. H EXTENT OF SHER WLL H INITES SHER WLL E INITES HOLOWN E UNLESS NOTE OTHERWISE ON THE PLNS. /" P RTE SHT'G () SIE W/d " O EGES & " O FIEL x SILL PL. W/ " O (EME ") SEE NOTE ELOW SHER WLL GENERL NOTES : (PPLY TO LL SHER WLLS). IF.. SPING IS GRETER THN SHER WLL LENGTH INSTLL ().. WITHIN " OF EH EN S PER OSS SETION 0... SHER WLL FRMING IS TO E " O UNLESS NOTE OR ETILE OTHERWISE.. SHER WLLS RE TO E LOKE T LL PNEL EGES UNLESS NOTE OR ETILE OTHERWISE.. LL NILS STTE RE OMMON NILS UNLESS NOTE OTHERWISE. d GLVNIZE OX NILS SHLL E SUSTITUTE FOR THE d OMMON NILS INTO PT SILL PL. d = 0.x " d = 0. x ". LTP PLTES SHLL E INSTLLE W/() d OMMON NILS.. NHOR OLTS SHLL E GLVNIZE & SHLL HVE /"x"x" GLVNIZE PL WSHER ETWEEN THE SILL PL & NUT. NHOR OLTS SHLL E PLE SO THT THE EGE OF THE PL WSHER IS " MX FROM THE SHETHE FE OF THE WLL. WHERE SHETHING IS PPLIE TO OTH FES, LTERNTE NHOR OLTS SEE ETIL /S.0 FOR NHOR OLT PL WSHER REQUIREMENTS.. PENETRTIONS GRETER THN " WIE x " TLL IN THE SHETHING OF SHER WLLS SHLL NOT OUR UNLESS PPROVE Y ENGINEER. PENETRTIONS SMLLER THN " WIE & " TLL SHLL E LOKE OVE & ELOW (STUSTU) & EGE NILE. SHER WLL SPEIFI NOTES:. FRMING T JOINING PNEL EGES SHLL E " NOMINL OR GRETER & NILS SHLL E STGGERE. (L. x RE EPTLE " O STGGERE). Holdown NONE REQUIRE SIMPSON SIMPSON HTT HOLOWN GENERL NOTES : ttachment to Framing Member () dx NILS () dx NILS Holdown Schedule Minimum Framing Member Size () x STUS () x STUS. NIL HOLOWN MEMERS W/ () ROWS OF " O STGGERE FULL HEIGHT (.). LL HOLOWNS N NHORS SHLL E INSTLLE PER MNUFTURER'S SPEIFITIONS.. NILS RE TO E OMMON NILS UNLESS NOTE OTHERWISE.. SEE ETILS /S.0, /S.0, /S.0 FOR IL HOLOWN INSTLLTION.. HOLOWNS EH EN OF WLL. HOLOWN SHEULE NOTES : x SILL PL PER SHER WLL SHEULE STEMWLL (S OURS) FOOTING " MIN. THREE PROJETION FOOTING PL WSHER PER HOLOWN SHEULE " MIN. LR TO OTTOM OF FOOTING Holdown Embedment etail EME LENGTH JM NUTTE ttachment to Foundation ONU on Plans or etails USE SIMP. SSTL INTO STEM WLL. USE " I STM HEX HE.. EME " INTO FTG. W/ "x "x " PL WSHER ETWEEN L. OT. OF THREE RO WHEN NO STEM WLL OURS. USE SIMP. SSTL INTO STEM WLL. USE " I STM HEX HE.. EME " INTO FTG. W/ "x "x " PL WSHER ETWEEN L. OT. OF THREE RO WHEN NO STEM WLL OURS. SST omments PROVIE # OWEL W/ STNR EH HOLOWN LOTION PROVIE # OWEL W/ STNR EH HOLOWN LOTION. NHOR ROS TO E STM F GRE, OR 0 ONU. NUTS FOR NHOR ROS SHLL E STNR HEX NUTS E STM.. WSHER FOR NHOR ROS SHLL E STM F. PROVIE WSHER ETWEEN LL NUTS N SE PL's.. NHOR OLTS SHLL NOT E IN ONTT W/ PRESSURE TRETE (PT) WOO. PT WOO PLTES SHLL HVE OVERSIZE HOLES " MINIMUM & " MXIMUM LRGER THN RO SIZE. S N LTERNTE, THE NHOR SHLL E GLVNIZE IN ORNE WITH STM. STEE REEK LUHOUSE WSHINGTON O., OREGON TE SSO: J: RWN Y: JO NO: TE: P. STEWRT K. RNOLPH JN 0 LU HOUSE FOUNTION PLN

4 S. GL ROOF 0 SW rd venue, Suite 00 Portland, Oregon 90 t f S.0 " P RTE SHTH OVER x T&G SELET EKING IN ONTROLLE RNOM PTTERN x F# (SELE PER RH) S. () S. WINOW FRMING S. x OM GL ELOW SEE RH FOR SELE FINISH REQUIREMENTS FOR PURLINS & GL ROOF S. x F# (SELE PER RH) S.0 x0 F# HR UNO x W/ () x KINGS x GL () x RIPPLE W/ () x KINGS x F# PURLIN x9 OM GL x F# PURLIN x F# x F# PURLIN x9 OM GL x GL x W/ () x KINGS S.0 MYHRE GROUP RHITETS, IN. THESE RWINGS RE THE PROPERTY OF MYHRE GROUP RHITETS N RE NOT TO E REPROUE IN NY MNNER, EXEPT WITH THE PRIOR WRITTEN PPROVL OF MYHRE GROUP RHITETS x F# HR x F# HR x F# HR () x RIPPLE W/ () x KINGS S.0 () 0 PSF '0" x0 F# HR UNO " P RTE ROOF SHTH S.0 S. () x S.0 S.0 RIGE S.0 " P RTE ROOF SHTH RIGE PREMFR SISSOR " O.. S.0 x 0 FV GL 9 EM x0 F# HR UNO S.0 Portland: (0) 00 end: () FroelichEngineers.com S.0 PREMFR ROOF O PREMFR ROOF " O.. RIGE RIGE GIRER RG () x S.0 RIGE RIGE GLE EN SEE RH FOR LOTION 0 PSF '0" PREMFR ROOF O GLE EN SEE RH FOR EM 0 S.0 x0 F# S.0 GIRER GIRER S. S. RIGE PREMFR ROOF " O.. '0" x0 F# () x 0 S.0 () EM PREMFR ROOF " O.. " P RTE ROOF SHTH S.0 S.0 L x GIRER L x x F# ROOF " O '0" S.0 STEE REEK LUHOUSE WSHINGTON O., OREGON P:\0jobs\T (Steed reek lubhouse)\structural\urrent\ts0.dwg Xrefs: txtb Tx txplan xplan xgrid txwalls xroof txroofplannotes froelichlogo txroofframingkeynotes ate Plotted: Jan 0 9:am S.0 () x RIPPLE W/ () x KINGS T /"='0" S.0 ETWEEN GRIS & x F# () x RIPPLE W/ () x KINGS S.0 S.0 x0 F# HR UNO =. NIL ROOF SHETHING TO RG ELOW W/ MIN OF d " O.. UNO ON PLN.. LIGN RG W/ WLL ELOW. ESIGN FOR XIL LO OF.0W = 000 LS TENSION OR OMPRESSION. SEE ETIL /S.0 FOR LIGNMENT N ONNETION TO WLL ELOW.. TTH RG TO SHER WLL WITH () SIMPSON LTP LIPS, EQULLY SPE.. SIMPSON S x S SHOWN W/ () ROWS OF d " O.. TO x ONT. LKG ETWEEN ES & GIRER.. LLOON FRME STUS HIMNEY W/ "x ".E LSL... Roof Framing Plan Notes. VERIFY LL IMENSIONS WITH THE RHITETURL RWINGS.. ETILS ON THESE PLNS RE INTENE TO EPIT THE GENERL ONSTRUTION METHOS FOR THIS STRUTURE. ONNETIONS, ETILS N ONITIONS NOT SPEIFILLY SHOWN THT RE SIMILR TO THOSE THT RE SPEIFIE SHLL E SSUME ONE N THE SME. IF QUESTIONS REGRING THE PPLITION OF ETILS RE ENOUNTERE, NOTIFY THE RHITET / ENGINEER FOR LRIFITION IN TIMELY MNNER PRIOR TO I OPENING. INITES SHER WLL ELOW. SEE SHER WLL LEGEN, SHER WLL SHEULE, & HOLOWN SHEULE ON THIS SHEET FOR MORE INFORMTION.. INITES LO ERING WLL ELOW, FRMING TO E x F# " O.. U.N.O. (SEE RH. RWINGS FOR WLL WITH). INITES NONLO ERING PRTITION WLL ELOW, FRMING TO E x F# " O.., U.N.O. (SEE RH. RWINGS FOR WLL WITHS). INITES ROOF OVERFRMING. SEE ETIL /S FOR IL OULE TOP PL SPLIE, SEE ETIL /S.0 UNLESS NOTE OTHERWISE.. SUPPORT LL GIRER ES W/ MIN OF () x EH FLOOR TO FOUNTION UNLESS NOTE OTHERWISE (). 0 PSF INITES KEYE NOTE, SEE ROOF FRMING KEYE NOTES SHEULE ON THIS SHEET. '" Roof Framing Keyed Notes INITES RIFT LO & SLIING SNOW LOS. MNUFTURER SHLL OUNT FOR INITE LOS IN ESIGN OF. MNUFTURER TO IEW LL ETILS & PLNS TO OUNT FOR SPEIFI ONITIONS. PROVIE SIMPSON LST STRP LL OULE TOP PL REKS W/ () d SINKERS TO EH SIE OF OULE TOP PL REK () TOTL NILS. IL UNLESS NOTE OTHERWISE. PROVIE x0 F# LL WINOW & OOR OPENINGS W/ () RIPPLE & () KING ON EH EN OF HEER,. U.N.O. SEE ETIL /S.0 FOR IL ONSTRUTION. TE SSO: J: RWN Y: JO NO: TE: P. STEWRT K. RNOLPH JN 0 LU HOUSE ROOF FRMING PLN

5 EXTENT OF SHER WLL OLT IMETER + " I HOLE ENTERE IN PL 0 SW rd venue, Suite 00 Portland, Oregon 90 t f REINF LP EGE OF ROUGH OPENING OR ORNER OF UILING HOLOWN POST PER HOLOWN SHEULE SHERWLL SHETHING & NILING PER SHERWLL SHEULE ". ONTRTOR MY USE PLTE WSHER OPTION OR. PLTE WSHER MUST E HOT IPPE GLVNIZE. STNR UT WSHER NOT REQUIRE. ONLY REQUIRE T SHER WLLS HF H H LONG RS WLL FTG T "='0" x "H" O NOT SLOPE FOOTINGS UNER NY ONITIONS. '" MINIMUM x "H" LONG RS TO MTH LONG FOOTING RS WLL FTG S.0 REINF LP H H HOLOWN & HOLOWN NHOR PER HOLOWN SHEULE SILL PL N SILL NHORS PER SHER WLL SHEULE STEMWLL & FOOTING T "='0" PROVIE N ITIONL FOUNTION WLL OWEL JENT TO HOLOWN PER HOLOWN SHEULE S.0 T T "='0" " MX "='0" " " PROVIE STNR UT WSHER ETWEEN PL WSHER & NUT " " GLVNIZE PLTE WSHER OLT IMETER + "x " LONG IGONLLY SLOTTE HOLE HOLE ENTERE IN PL. ONTRTOR MY USE PLTE WSHER OPTION OR. PLTE WSHER MUST E HOT IPPE GLVNIZE. STNR UT WSHER REQUIRE ETWEEN PLTE WSHER & NUT. ONLY REQUIRE T SHER WLLS " GLVNIZE PLTE WSHER S.0 S.0 T WLL STUS WLL SHETHING PER PLN " MX FROM WLL SHETHING NHOR OLT "='0" " MX FROM WLL SHETHING PL WSHER PER a & b/s.0 x SILL PL FOUNTION S.0 MYHRE GROUP RHITETS, IN. THESE RWINGS RE THE PROPERTY OF MYHRE GROUP RHITETS N RE NOT TO E REPROUE IN NY MNNER, EXEPT WITH THE PRIOR WRITTEN PPROVL OF MYHRE GROUP RHITETS Portland: (0) 00 end: () FroelichEngineers.com HOLOWN & HOLOWN SHE x STU WLL RIPPLE STU(S) T "='0" EGE NILING PER SHER WLL SHE EGE OF ON " MIN L HOLOWN & SHE (USE GRETER OF THE () HOLOWNS) HOLOWN OLT TO E PLE " MIN FROM EGE OF ONRETE. ITIONL x STU S REQUIRE & FSTEN TO L x HOLOWN POST W/ " O STGGERE POST PER HOLOWN SHEULE d " O SHER WLL S SHER WLL S ITIONL STU S REQ' SEE NOTE LK'G FOR GYPOR NOT SHOWN S.0 SHER WLL SHETHING & SHER WLL SHE (MY REQ' ON OTH SIES OF WLL) T x STU WLL T "='0" HOLOWN & HOLOWN SHE SHER WLL SHETHING & SHER WLL SHE (MY REQ' ON OTH SIES OF WLL) "='0" USE THE GRETER OF THE KING STUS OR THE HOLOWN POST USE THE GRETER OF THE KING POST OR THE HOLOWN POST OPENING STGGER SHER WLL EGE NILING ETWEEN L STUS RIPPLE STU(S) & EM SHEULE OPENING STGGER SHER WLL EGE NILING TO HOLOWN POST S.0 S.0 SHER WLL SEE SHER WLL SHEULE FOR MORE INFO FTG. EPTH T x STU WLL PT SILL PL, NHOR OLT SIZE & SPING & SHER WLL SHEULE (SILL PL IN ONTT W/ ONRETE TO E PT) EGE NILING SEE SHER WLL SHEULE ONRETE UR PER RH # " O (LT HOOKS) "='0" " LR L OF STEMWLL & FTG SEE PLN FOR FOOTING SIZE & REINF " LR PL WSHER PER SHER WLL SHEULE & ETIL /S.0 # ONT SL ON GRE SEE PLN REINF S.0 '0" MIN '" MIN SHER WLL SEE SHER WLL SHEULE FOR MORE INFO PT SILL PL, NHOR OLT SIZE & SPING & SHER WLL SHEULE (SILL PL IN ONTT W/ ONRETE TO E PT) EGE NILING SEE SHER WLL SHEULE STGGER NILING IF STEM WLL HEIGHT IS GRETER THN '" ITIONL # " O T IR GP & VENEER PER RH FOUNTION RIN PER GEOTEH "='0" " LR '0" SEE PLN FOR SIZE & REINF " PL WSHER PER SHER WLL SHE & ETIL /S.0 () # TOP ON SLONGRE SEE PLNS FOR ITIONL INFORMTION REINF #x RIGI INSULTION PER RH " " LR " O (LT HOOKS) " LR " S.0 STEE REEK LUHOUSE WSHINGTON O., OREGON P:\0jobs\T (Steed reek lubhouse)\structural\urrent\ts0.dwg Xrefs: txtb Tx froelichlogo ate Plotted: Jan 0 9:am EXTERIOR SL PER RH & IVIL '" MIN FOUNTION RIN PER GEOTEH T "='0" SEE PLN FOR SIZE & REINF WLL EYON " LR ()# ONT OWEL SL REINF S SHOWN ON SL ON GRE, (SEE PLN FOR SIZE & REINF ) # " O (LT HOOKS) S.0 SHER WLL SEE SHER WLL SHEULE FOR MORE INFO FTG. EPTH T x STU WLL PT SILL PL, NHOR OLT SIZE & SPING & SHER WLL SHEULE (SILL PL IN ONTT W/ ONRETE TO E PT) EGE NILING SEE SHER WLL SHEULE "='0" " LR L OF STEMWLL & FTG SEE PLN FOR FOOTING SIZE & REINF ONTRTOR OPTION: REPLE STIN.. W/ EITHER: " I. 0 THREE RO EPOXY EME " MIN W/ SIMPSON SETXP EPOXY. " I. SIMPSON STRONGOLT WEGE NHOR. " LR PL WSHER PER SHER WLL SHEULE & ETIL /S.0 SL ON GRE SEE PLN REINF 9 S.0 x PT SILL PL W/ " (" " O (SILL PL IN ONTT W/ ONRETE TO E PT) FTG. EPTH T x STU WLL "='0" L OF STEMWLL & FTG " LR SEE PLN FOR FOOTING SIZE & REINF ONTRTOR OPTION: REPLE STIN.. W/ EITHER: " I. 0 THREE RO EPOXY EME " MIN W/ SIMPSON SETXP EPOXY. " I. SIMPSON STRONGOLT WEGE NHOR. " LR SL ON GRE SEE PLN REINF REINF 0 S.0 " x " SW JOINT. SW S SOON S ON WILL SUPPORT WEIGHT OF MHINE WITHOUT MRRING THE SURFE. FILL JOINT WITH JOINT FILLER. PPLY ORING TO MNUFTURER'S REOMMENTIONS. ONRETE SL ON GRE SEE PLNS ONRETE SL ON FOR ITIONL INFO T SEE SL FOR REINF INFO NOTES: ONTRTOR MY USE EITHER ONTROL JOINTS OR ONSTRUTION JOINTS T LOTIONS INITE ON PLNS. "='0" L ONTROL JOINT ONTROL JOINT L ONTROL JOINT " " ONSTRUTION JOINT " UT EVERY OTHER R PERPENIULR TO JOINT ONRETE SL ON GRE SEE PLNS FOR ITIONL INFORMTION SEE PLN FOR REINF INFORMTION " LR ROK PER GEOTEH REOMMENTION " I x " SMOOTH " O GRESE OR WRP ONE EN OF EH OWEL " LR S.0 TE SSO: J: RWN Y: JO NO: TE: P. STEWRT K. RNOLPH JN 0 FOUNTION ETILS

6 L POST & FOOTING HOT IP GLVNIZE POST SE & OLTS ONTRTOR OPTION: REPLE STIN.. W/ EITHER: " I. 0 THREE RO EPOXY EME " MIN W/ SIMPSON SETXP EPOXY. " I. SIMPSON STRONGOLT WEGE NHOR. 0 SW rd venue, Suite 00 Portland, Oregon 90 t f PL "x" x S SHOWN W/ () " I 0 THRU OLTS (HOT IPPE GLVNIZE) / " " " POST PL "x"x" W/ () "I x 0" H " GGE E WY PREST ONRETE P PER RH ONRETE PIER PER RH RIK VENEER PER RH () # x OWELS " " LR " " RISE ONRETE POST SE "x" ()# TOP & # " REST OF PIER SIMPSON PK W/ () "Ø x " H STUS EXTERIOR SL ON GRE '" PER RH PREST PER RH IR GP & RIK VENEER PER RH MYHRE GROUP RHITETS, IN. THESE RWINGS RE THE PROPERTY OF MYHRE GROUP RHITETS N RE NOT TO E REPROUE IN NY MNNER, EXEPT WITH THE PRIOR WRITTEN PPROVL OF MYHRE GROUP RHITETS " MIN SEE PLN FOR SIZE & REINF. ROUGHENE SURFE SEE PLN "LR x PT SILL PL W/ " (" " O (SILL PL IN ONTT W/ ONRETE TO E PT) " " SEE PLN FOR SIZE & REINF " LR " " Portland: (0) 00 end: () FroelichEngineers.com T "='0" S. T "='0" S. STEE REEK LUHOUSE WSHINGTON O., OREGON TE P:\0jobs\T (Steed reek lubhouse)\structural\urrent\ts.dwg Xrefs: txtb Tx froelichlogo ate Plotted: Jan 0 9:am SSO: J: RWN Y: JO NO: TE: P. STEWRT K. RNOLPH JN 0 FOUNTION ETILS

7 0 SW rd venue, Suite 00 Portland, Oregon 90 t f OULE TOP PL FILLER STUS S REQ' " O x " O " MX ROOF SHETHING x LOKING (MTH EPTH OF TOP HOR) W/ ()d NILS '0" MX " O x OUTLOOKER ROOF SHETHING x LOKING (MTH EPTH OF TOP HOR) W/ ()d NILS ROOF SHETHING HEER " O (EGE NILING) x SOLI LOKING EGE NILING (SEE SHER WLL SHEULE) WLL SHETHING x STU WLL " O UNLESS NOTE OTHERWISE MNUFTURE ES SIMPSON H LIP T EH ONTINUOUS OULE x TOP PLTE PER /S.0 () d FE " UILT UP OPENING TRIM STU RIPPLE STU OPENING WITH SILL PL'S SILL PL () d NILS TO HEER E SIE SIMPSON S SHOWN (NOT REQ' FOR OPENING WITHS LESS THN '0") EILING LINE " O x TOP HOR LETIN x OUTLOOKER GLE EN W/ " O MIN PROVIE / P RTE SHT'G W/ d " O EGES & " O FIEL SIMPSON " O MIN " O EGE NILING OULE TOP PL PER /S.0 SIMPSON EH KIKER LLOON FRME EN WLL TO EILING LINE x " O NIL W/ TO LOKING PRE MNUF " O '0" O W/ () d EH KIKER IF KIKER LENGTH EXEES '0" EILING LINE " O x TOP HOR LETIN x OUTLOOKER GLE EN W/ " O MIN PROVIE / P RTE SHT'G W/ d " O EGES & " O FIEL SIMPSON " O MIN " O EGE NILING OULE TOP PL PER /S.0 SIMPSON LUS HNGER E OUTLOOKER TO SIMPSON EH KIKER LLOON FRME EN WLL TO EILING LINE x " O NIL W/ TO LOKING PRE MNUF " O '0" O W/ () d EH KIKER IF KIKER LENGTH EXEES '0" MYHRE GROUP RHITETS, IN. THESE RWINGS RE THE PROPERTY OF MYHRE GROUP RHITETS N RE NOT TO E REPROUE IN NY MNNER, EXEPT WITH THE PRIOR WRITTEN PPROVL OF MYHRE GROUP RHITETS Portland: (0) 00 end: () FroelichEngineers.com T "='0" S.0 T "='0" S.0 T "='0" S.0 T "='0" S.0 ROOF OVERFRMING PER /S.0 x LOKING PRE MNUFTURE ROOF ES RIGE VENT SEE RH EGE NILING ROOF SHETHING I LTERNTE: MFR PROVIE E " O LIPPE TO MIN ROOF ES W/ SIMPSON " O IN LIEU OF x OVERFRMING & POST & x FLT. '0" MINIMUM W/ (0) d NILS S SHOWN (EQ SPE) d " O TO RG PRE MNUF ROOF ES, SEE PLN FOR E & SPING RIGE LKG W/ RIGE VENT " O x FLT W/ () d NILS TO EH x OVERFRMING POST OWN TO FRMING " O MX W/ x T "='0" x STUS ONTINUOUS OULE TOP PL S.0 x ONT LOKING ETWEEN ES W/ d " O TO RG ONTINUOUS PLYWOO ROOF SHETHING EGE NIL " O) RG SIMPSON " O RG TO SHERWLL UNO x SHPE RIGE (LTERNTE LOKING EH Y) PRE MNUFTURE ROOF ES RIGE LKG EGE NILING ROOF SHETHING ROOF SHETHING ROOF () d TOE NILS TO FLT x x ONT FLT TO REEIVE RING/POST OWN OF OVER FRMING () W/ () d E TOP PLTE SPLIE LESS THN '0" d " O STGGERE () SIMPSON LST STRP ENTERE ON LL L TOP PL SPLIES (TOP & OTTOM PLTES) x STUS PRE MNUF ROOF ES, SEE PLN FOR E & SPING SIMPSON H EH ONT OULE TOP PL SEE ETIL /S.0 FOR SPLIE ONN. x STUS SHER WLL EGE NILING EILING LINE STEE REEK LUHOUSE WSHINGTON O., OREGON T "='0" S.0 T "='0" S.0 T "='0" S.0 T "='0" S.0 ES & ONNETION TO WLL PER ETIL /S.0 ES & ONNETION TO WLL PER ETIL /S.0 KIKER PER ETIL /S.0 ONT L TOP PL SIMPSON LST STRP TE P:\0jobs\T (Steed reek lubhouse)\structural\urrent\ts0.dwg Xrefs: txtb Tx froelichlogo ate Plotted: Jan 0 9:am T "='0" EM EILING LINE 9 S.0 T "='0" EM EILING LINE 0 S.0 ROOF SHETHING " O (EGE NILING) x SOLI LOKING EGE NILING (SEE SHER WLL SHEULE) WLL SHETHING x STU WLL " O UNLESS NOTE OTHERWISE T "='0" HNGER Y MNUF SIMPSON H LIP T EH ONTINUOUS OULE x TOP PLTE PER /S.0 x KIKER W/ SIMPSON LU E EN TO S.0 T STU WLL "='0" L KING STUS MIN SIMPSON POST P POST SEE PLN GL EM S.0 SSO: J: RWN Y: JO NO: TE: P. STEWRT K. RNOLPH JN 0 FRMING ETILS

8 ROOF SHETHING OVER T&G EKING 0 SW rd venue, Suite 00 Portland, Oregon 90 t f ROOF SHETHING OVER T&G EKING ROOF SHETHING SIMPSON HL E. SIE OF PURLIN W/ () " I THRU OLTS TO PURLIN & () " I x " LG OLTS IN EM (E. NGLE) ROOF SHTH OVER T&G EKING RIGE EM ONT. x RIPPE RIGE FILLER LOK PLs "x "x "x" LONG E SIE OF PURLIN W/ () " I THRU OLTS TO RIGE & () " Ix" LG OLTS IN EM (E NGLE) " PURLIN SIMPSON LUS HNGER x TOP HOR GL ROOF SHETHING OVER T&G EKING GL PER PLN ROOF SHETHING OVER T&G EKING ONT. x RIPPE RIGE FILLER LOK ROOF SHETHING PER PLN OVER T&G EKING " " " GL ONT LKG W/ () SIMPSON SS x" 0" O & " FROM E EN (P SREWS INTO LKG) MYHRE GROUP RHITETS, IN. THESE RWINGS RE THE PROPERTY OF MYHRE GROUP RHITETS N RE NOT TO E REPROUE IN NY MNNER, EXEPT WITH THE PRIOR WRITTEN PPROVL OF MYHRE GROUP RHITETS ONT L TOP PL GLE EN & KIKERS PER /S.0 " " " x FSI PER RH EM PURLIN SHERWLL SHETHING PER PLN & SHERWLL SHEULE T "='0" x " O UNO S. T "='0" GL S. GL "='0" T RIGE EM S. T "='0" S. Portland: (0) 00 end: () FroelichEngineers.com S. S. TOP HOR OF L OF EM 0 S. S. x9 OM GL TOP HOR x OM GL EILING EM () () x OMS GL x9 OM GL TOP HOR 9 S. " " " " " " " " " " " " POST " SIE PLs W/ " I 0 THRU OLTS TOP HOR OF L EM " SIE PL W/() " I THRUOLTS " " " " " " " " " EILING EM OF L EM SIMPSON T EM " " " " " " " " " " " " " SIE PLs W/ " I 0 THRU OLTS EILING EM OF L OF EM STEE REEK LUHOUSE WSHINGTON O., OREGON POST PER PLN T /"='0" S. T "='0" L OF POST S. T "='0" 9 S. T "='0" 0 S. ONT L TOP PL () SIMPSON (ONE TOP) E EN E HEER PURLINS & SIMP LST WLL RIGE () SIMP LS0 E POST ONT L TOP PL IR GP & RIK VENEER PER RH LLOON FRME STUS () d NILS TO E STU GIRER TE P:\0jobs\T (Steed reek lubhouse)\structural\urrent\ts.dwg Xrefs: txtb Tx froelichlogo ate Plotted: Jan 0 9:am SIMPSON HU HNGER () () x KINGS W/ x RIPPLE T /"='0" x F# x F# x F# x F# x F# x F# SIMP S. SIMP SILL TO POST () x KINGS W/ x RIPPLE x0 HEER "='0" T Lxx LINTEL NGLE. ER ON RIK VENEER " MIN. E EN S. IR GP & RIK VENEER PER RH T /"='0" LLOON FRME STUS ROOF ES S. SSO: J: RWN Y: JO NO: TE: P. STEWRT K. RNOLPH JN 0 FRMING ETILS