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Plans (2) tilsj�ozv�oa� 954/o sw EL/2OS(r 5r STRUCTURAL ABBREVIATORS MAX MAXIMUM STRICTIRIAL DRAWING SYMBOLS SCOPE OF WORK: MC MSCELLANEOS CHANNEL THE FOLLOWNO CONSTRUCTION DOCUMENTS ARE FOR A RESOENTIAL REMDOEL.WHERE A 1ST FLOOR WALL IS BENG N NUMBER OR POUNDS TECH MECHANICAL MOVED TO ALIGN WITH THE LD 00 FLOOR WALL AVE THE FLOOR.RMSI'S ARE CONTINUOUS.THERE ARE NO CHANGES TO USE MINIMUM00'LAP FOR N BAR AND A MINBRM 3E LAP FOR NB BAR UNO THE PTO Y'M AT T CONTRACTORS O , ECIARI COIN , Li ME MOMENT FRAME �II� 1 TIE EXISTING BUILDINGS FOOTPRNT. COUPLINGS MAT BE USED FOR ANY BAR SQ M)E N AT ANY LOCATION, PROVIDED A Y'-CURRENT KFS REPORT 4 UM f4 AB ANCHOR DOLT OFR MANUFACTURER \.J DETAIL REFERENCE LIEMONJETRATES THE COUPUNG CAN ACXEEN E A MINMM TENSILE STRENGTH OF TTS PERCENT OF M E SPEGEED YIELD Aq^ AO AMERICAN CONCRETE INSTITUTE MEP MECHANICAL,ELECTRICAL PLLNASNG STRUCTLMRM N07E$ STRENGTHOIHE BAR AND 190PFRCENt OF THESPECIFED TENSIE STFENGTHO`THE SFLOEQBAR. 1 • ADEL ADDITIONAL MN MNIMM GENERAL 1 Ails ADJACENT MR MIRROR THE COMPACTOR IS RESPONSIBLE FOR VEREICATON AND CORRELATION OF ALL ITEMS AND WORE NECESSARY FOR HEADED BARS OR TERMINATORS SHALL RE PROVIDED WHERE NDICATEO ON THE DRAWNGS OR AT TIE CONTRACTORS A'4 Ip AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL MSC WSCELLANEWS ink COMPLETION OF THE PROJECT AS INDICATED EY THE CONTRACT DOCENTS. MOLD Ain QUESTION ARISE OPTION FOR CONGESTED AREAS OF REN MEN FORCET SUBJECT TO THE ENGINEERS APPROVAL HEAR R D EARS C AEF ABOVE FINISH FLOOR LEA MASONRY SCREW ANCHOR y 4 DETAIL SECTION CUT REGARDING TEE CONTRACT DOCENTS OR SITE CONONUONS,THE CONTRACTORSHALL REQUEST INTERPRETATION TERM/MAYORSME ATORS SHALL ET THE REQUREMENTS OF AG TIE AND ASTM CURRENT AND WAVE A CRENT ICC-ES REPORT_ AE0 ANERICAN INSTITUTE OFSTEEL CONSTRUCTIONL AND)CLEAR CATION FROM THE ENGINEER BEFORE&CONNING THE PROJECT THE AMERCE OF SUCH REQUEST SHALL perEAVEL WORM + ALT ALTERNATE RE HEW SIGNET THAT THE CONTRACTOR HAS REVIEWED AND FAMILIARIZED HIMSELF WITH ALL ASPECTS CF THE PROJECT AND AT EACH RE-ENTRANT CORNER N SLABS,PMOYLE ONE Al X 4'-0'DIM MEN I Y CENTERED ON THE CORNER AT EACH ALIRA Arusim 1 NC NOT IN CONTRACT HAS COMPLETE COIPREHENSION THEREOF.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CDNFOIDIANQE TO AU. LAYER OF REINFORCING STEEL. APA AEERICAN R.TW000 ASSOCIATION NOM HOMIER. SAFETY REGULATIONS DURING CONSTRUCTION. + ARCH ARCHITECTURAL ME NOT TO EXCEED b BUILDING OR WALL CONCRETE ANCHORS ASTM ALERICAN SOCETY FOR TESTING AND LATERALS RFS NOT TO SCALE SECTORS cur THE CONTRACT DRAWINGS MID SPECFOATO RE NS REPRESENT THE FINISHED STRUCTURE.. UNLESS OTRERNISE AU. IN CASTPLACE ANCHOR BOLTS SHALL BE SECURELY TIED IN THEN FINAL POSITION PRIOR TO PLACING CONCRETE ASV ASSEMBLY T� le" SPECIFICALLY NOTED,THEY DD NOT INDICATE THE METHOD OF CONSTRUCTION OR CONSTRUCTION LOADS.OILY THE FWET.SETTIO OF ANOOR DOLTS IS NOT PERMITTED).ANCHOR RODS SHALL CONFORM TO AST'S FSES4 GRADE TB. H AiR ALL REREAD RCO CC ON CENTER CONTRACTOR SHALL PROVIDE ALL METHODS.DIRECTOR AM)RELATED EQUIPMENT NECESSARY TO PROTECT THE FURNISH ANCHOR ROOS WITH MATCHING DOUBLE HEAP HEX WITS JAWED AT THE END EMBEDDED IN CONCRETE. ATWA ALL THREAD ROD WITH ADNE3NE OD OUTSIDE DINETER STRUCTURE.WORMER AND OTHER PERSONS MO PROPERTY DURING CONSTRUCTION,THE CONTRACTOR SHALL,AT HOCKE9 ANCHOR ROOS SHALL NOT BE USED EXCEPT WHERE NOTED. II ME AMERICAN WELDING SOCIETY OPP OPPOSITE HIS OWN EXPENSE_ ENGAGE PROPERLY OAAIIFIED PERSONS TO DETERSIVE WHERE AHD HOW TERWORARY VR OWJ OPEN ES JOIST All ELEVATION Of WALL PRECAUTIONARY M ARI IRE3 SMALL BE USED AND INSPECT SALE IN THE FEED.ANY MATERIAL NOT AS SPECIFIED OR ALL HEATED STUD ANCHORS I BI BOTTOM OF OR FRAME (NSA)SHALL CONFORM T THE CFlISA N O ADDS DBl,TYPE D MO ASTIR I WY NE'ROPEH MATERIAL RETALIATION C OR PACT MAINSi11P SHALL BE REMOVED AND REM ACED WITH EOIFED MATERIAL IN STUD BAR ANCHORS(DBA)SHALL RECOMMENDATIONS Al TOA5TM A (I ALL H04 AND DM 3NN.l BE WELDED WITH MJT { MILLER BF BRACED FRAME RAF PRECASTCTWTEO FASTENER AWORKMANLKE MANNER AT THE CONTRACTORS EXPENSE. STUD WELDING EQUIPMENT PER THE RECOMMENDATIONS OF THE STUD AHD EQUIPMENT IMANUFACTURER >A• BLDG BUILDING PC PRECAST OTHERWISE SPECIFIED x- '•"" 3 4 S L I TING • KING BLOCKRG PELF POUNDS PER CUBIC FOOT THESE PLANS.SPECRFICA MATS,ENGINEERING ANSI DESO N WORK ATE INTENDED SOLELY FOR THE PROJECT SPECIFIED • MA BEAM PEA PERPENDICULAR REVISION SWAM HEREIN. TELLER CONSULTING ENGINEERS()SCORES ALL LABILITY E PAN S ANS MO SPECIFICATIONS ANCHORS TIONS OR THE POST INSTALLED CONCRETE ANCRS SHALL CONSIST OF THE FOLLOWING UNLESS NOTED OTNIRWISE. r 1 I xE4 A N F E R S • IN BOUNDARY NAIL RE PARTIAL JOINT PENETRATION DESIGN,ADVICE POET INSTRUCTIONS ATTENDANT THERETO ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER EXPANSION PACTS Hu EWE(BOLT T2 FEB B �, SyT y �,y BOT BOTTOM PL PLATE TAN THE PROJECT AND LOCATION SPECKED HEREIN.OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS SCREW ANCHORS. HETI MVIK HUS-EZ { L STM Doe Honored LIME BUCKLING RESTRAINED BRACED FRAME PIE POUNDS PER UNEAL FOOT /:1 ME NOT PART OF THE STRUCTURAL ENGINEERS RESPONffiSEITY UNLESS THE CONTRACT DOCUMENTS SPECIFY ADRESNE ANCHORS'. HETI HIT-RE SW VS PRE HM;OF97218 BRAG SEARING PLEAD PLYWOOD \`'('f OTHERWISE. POWER-ACTUATED FASTENERS HM.TI Xi/PS(1'EMBEOLENT) y-•a' i s PIN*50,1 243.12SO SWAT SASELEM PS/ POISES PER SQUARE INCH 6 .d- u. In ileH ce corn BWM BETWEEN Am POUNDS PER SQUARE FOOT L GRAD LINES NORSINUCTVAL PORTIONS OF PROJECT.INCLUDING BUT NOT LNITED TO PLUMBING.FIRE SUPPRESSION ELECTRICAL. ALL POST INSTALLED CONCRETE ANCHORS SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTU ,� v SU BALT-UP PT PRESSURE TREATED ON POST TENSIONED a-r-- LECHANMAL,LAND USE,SITE PLANING,EROSION CONTROL FLASHING AND WATERI'AOOEMHG ARE BEYOND THE SCOPE INSTALLATION CRITERIA AND PER THE CURRENT ICC EVALUATION REPORT. 3 g 1 -y(s�;,' • PVC POLYVINYL CHEORIE I OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. C f+NAAR OR CHANNEL AMERIAAN STANDARDI WORD MARINO CANT CANTILEVER OTY OUART'TITY ROTATE VIEW SYMBOL TEMPORARY ENORMQ ALL STRUCTURAL WOOD COMMON PI S ANO BEAMS TO SE DOUGLAS FER ARO.(DER)Al UESS NOTED OTHERWISE ALL W CIP CAST NPEACE M WHEREVER SHORING IS REQUIRED,THE CONTRACTOR SHALL BE RESPONSIVE FOR PROVIDING A SNORING SYSTEM JOISTS, PUMAS. AND GRTS TO BE DF5#2 PM) OUTER UNLESS NOTED OTHERWISE. ALL BLOCKING AND CO CENTER O GRAVITY RAD RADILS THAT PREVENTS SETTLEMENT ANDOR ORNATE TO EXISTING FACILITIES AND PROTECTS PERSONNEL.THE PUBLIC AND NON-STRUCTURAL ERASING TO BE CONSTRUCTOR GRADE AM)SETTER ALL WOOD PLATES N CONTACT WITH 005 CENTER OF GRAVITY Of IPRESTRESSNGI STEEL REF REFERENCE N CROW)THE BUILDING,SUPPORTING STREETS.WALKWAYS,UNITIES,IMPROVEMENTS ND EXCAVATION AGMNST LOSS O CONCRETE OR MASONRY SHALL BE HEMFIR R2 PRESSURE TREATED UNLESS NOTED OTERWSE.ALL COLUMNS SHALL O GICDNTROf.OR COFSTRIDTION JOINT RAG REFERENCE ARCH DOCUMENTS �' OR CAVING OF EME HE ANKNENTS DURING CONSTRUCTER,AS REQUIRED.T CONTRACTOR SHALL LOCATE THE HAVE SOLD BLOCKING TH G FORE FULL COLLLN AREA TO SUPPORTING MEMBERS BELOW COL US M SHALL ALIGN OW COMPLETE JOINT PENETRATOR RENT REINFORCING SYSTEM CLEAR WITHOUT OBSTRUCTOR OF THE PERMANENT STRUCTURE AM TO PERMIT CONSTRUCTION TEl PRMEED. THROUGH ALL FLOORS TO THE FOUNDATION. Cl, CENTERLINE RE-OD REQUIRED NORTH ARROW • CLG CELING REV REVISED,REVISION >�, SNBAMG CODE ALL PREFABRICATED METAL TIMBER CONNECTORS AM)HUNGERS SHALL SE FULLY BOLTED MOTOR NAILED AS INDICATEDR CLEARANCE:CLEAR RE) ROUGH OPENIG ALL PHASES OF THESTRUCTURAL WORK SHALL CONFORM 10 THE TOIM OREGON SPECIALTY CODE BASED ON THE 2012 BY MAMPACTLRER,UNLESS NOTED OTHERWISE-ALL CONNECTORS,HANGERS AND FASTENERS SHALL NE CORROSON CLSM CONTROLLEDSTRENGTH LOW MATERIAL INTERNATIONAL BUILDING CODE R INCLUDING ALL REFERENCE ST,DARDS.UNLESS NOTED OTHERWISE. PROTECTED PER MANUFACTURER'S RPCOmmENDATIONS. SIMPSON PREFABRICATED METAL M ER CONNECTORS • CARD CONCRETE MASONRY LINT SC SLIP CRITICAL ^----. NOTED_OTHER TYPES OF METAL CONNECTORS REQUIRE PRIORRENEW. /'TI OfD -� COL COLUMN SER STRUCTURAL ENGINEER RECORD D.� U.i CONC CONCRETE MN SHEET cur SURFACE-STEPPED THE FOLLOWING ARE THE DESIGN REQUIREMENTS, SILL PLATES SHALL BE ANCHORED TO TEE FOUNDATION WDH SW'DALE TER X 7 NCH EMBEDMENT HOT DIPPED CLAN CONNECTION NOG SHEATTWG GALVANIZED ANCHOR BOLTS AT 4•.p OC M ARIAUM OARLESS NOTED OTHEMWSE.ALL BOLT HEADS OR NITS BEARING ON Z COAST CONSTRUCTION SAT SIMILAR SURFACE-GI ORE BTRUCTURAL OSSBOR CRNERIA W000 TO HIVE STANDARD WASHERS,BOLT HOLES N W000 SHALL BE A MINHMM OF 102'TO A MNSN.RM OF NNE TE CO CONTINUOUS SLMU SHORT LEGS BACK TO BACK RISK CATEGORY ® I ABCFR TAN THE BOLT.ALL TAG SCEWS SHALL HAVE PLOT HOLES AS PER LAG SCREW LEAD HOLE SCHFOIN F.REFER W CCORD COORDINATE SW SHEET METAL SCREW TO SECTION 11.1 OF THE ME FOR ADDITIONAL NSTAMATEJN INSTRUCTIONS OF DOWEL-TYPE FASTENERS. GSA CONCRETE SCREW ANCHOR I SOSSLA GRADE y SURFACE-BOP DOMN DESIREDEAO LOADS a PENNY TRAIL) 53 STAINLESS STEEL '3 FLOOR I lA P9F LAG SCREW PILOT HOLE SCHFOI a FIPRSECT.lI.IA Nos ) S) ON NOMINAL BAR DIAMETER SD. SHORT SLOTTED(NIXES) SURFACE-SLOPE FLOOR LIVE LOAD(AEROMETER APPLICABLE FOR.DOUGLAS FR-LARCH,NEMER,ENGINEERED LUMEML AND NV MB v DM DEFORMED BAR ANCHOR STD STANDARD > TWO DIRECTIONS FLOORS I 40 NW LAG DIAMETER CLEARANCE MOLE FOR STANK LEAPHOES FOR LENGTH L__ DOS DOUBLE STL STEEL IFDLL BODY DIA) THREADED PORTION ONLY i-- OBO DESIGNED EN PRIERS SO SQUARE I.EEREERDR.RIEMEIE LEAN SMALLER NOT REQUIRED NOT REQUIRED \/ DEO DEGREE SYIA SYMMETRICAL CONTRACTOR SHALL VERWY SOIL CONDITIONS AT THE FOOTINGS AND MAKE ANY NECESSARY CORRECTIONS TO PLACE S. DENOTES PLYWOOD Mr ins SirCO DEMO Q£MIULbN:DEMOLITION SHEAR PANEL TYPE DENOTES HOLOOW N THEM OR FIRM NATIVE SOIL OR STRUCTURAL FILL CR 55111 ED TO 95%OF MAXIMUM(EREIT AT OPTIMUM{MOST,RE tn• IRE 1M' re DEA Dp TO FIR.A72CH TES TOP AND BOTTOM TYPE WEE SCHEDULE) CONTENT PER ASTIR 00E(STANDARD PROCTOR).CR ASTM O1S51{MODIFIED PROCTOR).TIE COMPACTION SHALL BE 0A DIAMETER EEG TONGUE AND GROVE (SEE SCHEDULE) VERIFIED BY A QUALIFIED INSPECTOR APPROVED BY THE BUILDW0 OFFICIAL.COMPACTED STRUCTURAL FILL FOR Sr SS' SS' C 0 OHAG DAGON4 Tl TOP OF DENOTES DEPTHS GREATER THAN 12 INCHES SHALL COMPLY WITH PROVISIONS OF AN APPROVED GEOTECHNICAL REPORT. MT NT DIM DIMENSION TRANS TRANSVERSE STRAP D W ASSUMEDSOIL SEARING PRESSURE 1S00 POUNDS PER SQUARE FOOT(PSFM TA^ ET ins W OS7 DISTANCE TIP TYPICAL Cl) OL DEAD LOAD Ct HI. ON DOWN WET ULESS NOTED O7NERWISE DENOTES PLYWOOD MIXIING,BATCHNG.TRANSPORTING,PI APEX"MO PANG OF CONCRETE SHALL It N ACCERTMW-F WITH THE IHF LAIC 13M' MC 0TL DETAL UM ONNEMFORCEO MASONRY AMERICAN CONCRETE INSTITUTE,RCA MACE DOTARD EC CHAPTER IB W DING DRAWING M ULTRASONIC TEST �JffJuiWALLRIM' LIME 158E W NO DENOTES HOLOOWN WI CONCRETE AM DESONE SHALL MEET THE FIN,LOING REQUIREMENTS 1,EXIC! ALL SHEATH A G SHALL BE MA RATED GROUP 1, 1 IN COMPLIANCE WITH VOLUNTARY PRODUCT STANDARDS D:W(ICJ EA VENT VERNON ANCHOR ROD TES Mf1IS CONCRETE MIX DESIGN REQUREHENTS DOCUMENT PSI AND D0OJLENT P52 @A EACCHH VS WREN,NFE1D WO EB EXPANSION BOLT EF EACH FACE WI WTH COMPRESSIVE MAXIMUM AW M 15R37117 NOMINAL)SXEAMNO TO BE RATINGCO WRIT WINSPAN CF TN '� LE) �� EJ EXPANSION JOINT WO WITHOUT MEMBER PfEEL D OCATN STRENGTH AT2B AGGREGATE WICY RATIO 19T37(Se"NIOMNAL)TO BE C-)WMNSPAN RATING DE MOD. O +� NO' EL ELEVATION WD WOOD DAYS,PC(PS) SL2E 23FJT'(3M'NOMINAL)SHEATIG TO RE CO WITH SPAN MING OF OWN J osC?D ELEC ELECTRICAL IMF WOE FLANGE FOOTINGS AM)MAT FOUNDATIONS 4000 T OR0 11IE SHEATHING TO BE C-O WTH MEAN RATING OF MN. 'Q Cl) mM- EN EDGE NM. me WORK PONT EC EQUAL:EARTHQUAKE WTS WELDED THREADED STUDS ALL EXTERIOR CONCRETE SUBJECT IO FREEZE/NEW CYCLES,ANOWIR CONTINUOUS MOISTURE OR DEICING CHEMICALS. UNLESS OTHERWISE SPECIFIED BY THE PANEL EOMJFACTORER,PROIESE A TANIMM GAP OF or BETWEEN ALL EW EACH WAY WWII WELDED WIRE REINFORCING INCLL0RAG SIDEWALKS,SLABS AND WALLS,SHALL HAVE A LASMM VOCE RATIO CR BIAS AM)A NSRMUN COMPRESSIVE SHEATHING PANELS. ALL FLOOR SHEATHING TO RE TONGUE AND GROOVE. GLUE ALL FLOOR SHEATHING WITH EXT EXTERIOR STRENGTH AT 20 DAYS,PCREM PSI AHD SHALL MEET THE FOLLOWING AN CONTENT REQUIREMENTS, STRUCTURAL ADHESIVE 341-520:1 OR Eau/VAUNT.AT ALL SUPPORTS. ALL SHEATHING WALLS AND/OR SHEAR WALLS COPYRIGHT2020 EXTOL EXTEND:EXTENDED SHALL HAVEOX BLOCKING AT PANEL EDGES UNLESS NOTED OTHERWISE. 11141 CtENUINro EnQiwA Mc. fc 2E DAY CONC COMPRESSIVE STRENGTH CONCRETE MIX AIR COtfTEMJF REQAREMEHTB LINEN flCIE`s FN HELD MESTRUCTUTALD AWING FDEX IF FINISH FLOOR WKRAl1NA60REQATE LUTE FREEZE/THAW CYCLES IMOIS AJTVE CONCRETE SUSJECT TO CONCRETESfSOR DEICING OPENERSPf KmrSCALP scUBJECT TO CONMAJOAS Ai A W FUR FLOOR T FOR FLOOR TKN 1' 4.H% M% PRAWN BY: iK FOC FACE IT CONCRETE BWMGONA+H sf SWIApmM ST my MM M B AN SWIor.imm M3E CHECKED BY: FONT FACE OF MASOMYT R. TEE AR.ENTRANING ADMIXTURE SHALL CONFORM TO ASTIR CM)ALL CONCRETE WITH RENFORCHENT SHALL HAVE ND 1 FOU FACE OF STLO i CHLORINE OR CHLORDES.NO WATER MAYBE A00E0 TO THE CONCRETE IN THE FESD UNLESS SPECIFICALLY APPROVED EVE PROJECT NO 1E1226 • FT FEET SHEET DRAWING TILE it. N WRING VT THE CONCRETE SUPPLIER N CON.NMCTIN WITH THE APPROVED CONCRETE NEC DESIGN. M FIG FOOTING 11111 ISSUE DATE: 0120202P EOM STRUCTURAL NOTES • SLEEVES.OPENINGS EMBEDDED A CONDUIT,A OEN EMBEDD ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE T GA GAUGE SOA2 STRUCTURAL NOTES • REVIEWED BY THE STRUCTURAL ERMd1EER REFERS PLACING CONCRETE. 1 • GALE GALVANIZED SOLO SITE PUN • B GLUE LAMINATED SEAM OLD WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE THE EXITING CONCRETE SURFACE SHALL BE § I OWN GYPSUM WALL BOARD CLEANED AND)ROUGHENED TOR MNIMUM V4"ASF.ITUDE PER ACI Ill TIES. �` Elm FOUNDATION PLAN • HOG HOT-DI GALVANIZED END FLOOR FRAMING PAN DESIGN OF FORMWORK.SNORING AND RE LHORND DESIGN IS THE RESPONSSIE TV OF THE CONTRACTOR AND)SHALL pump it 1NaNNN 8 NEHEAADR SIM PLANN/RODE • CONFOHRMTOACI 3471E14 AND ACI 3172R-17, € HE FRAMING9540SUI0Krwsi n HORS HORIZONTAL CONCRETE REINFORCED STEEL S Drop Sum r HEN. FIRMED STUD ANCHOR ALL RENFOWCNO STEEL SHALL BE DEFORMED OARS PER ASTEMIS ORAJDB.GRADE EO UNLESS NOTED OTHERWISE. p !FIRMEDMN HSS HOLLOW STRUCTURAL SECTION S3D1 !ELEVATIONS I • E I HT HEIGHT YERTMAL RENFORONO IN COLUMNS AND SHEAR WALLS AD LONGITUDINAL AND DIAGONAL REIFORCING IN ON/PING SA 01 I SECTIONS • BEAMS SHALL BE DEFORMED BARS CONFORMING TO ASTM A706 GRADE G0,JAST M A815,GRADE GO REINFORCEMENT MAT - kI ( TT) INSIDE DIAMETER I BE USED IN THESE MEMBERS F THE.ACTUAL YIELD STRENGTH BASED ON MEL TESTS DOES NOT EXCEED THE SPECIFIED IN INCH YIELD STRENGTH 0Y MORE THAN MOOD PSI AND THE RATIO CF THE 5010*L ULTIMATE TENSME STRENGTH TO THE ANTANTERIOR S701 SHEAR WALE SCHEDULE • ACTUAL TENSILE YIELD STRENGTH IS NOT LESS THAN 125.E MILL REPORTS ARE NOT AVAN AN F THE REINFORCNG '---" I "�"t"T'"" S7U2 SHEAR WALE DETAILS • SHALL SE TESTED AT THE CONTRACTOR'S EXPENSE. - V>F JET JOIST IAA oM..a..I. IN+"rN�'s ¢ f J7 NOWT All RENEO CING STEEL SHW J-RE SUPPORTED ON WELL-CANED CONCRETE BLOCKS.PLASTIC CHARS CR APPROVED SS.01 I DEfAq.3 I • METAL CERES,AS SPECIFIED BY TEE CRSI MANUAL OF STANDAR»PRACTICE MSP-I AM)SECURELY TIED N PLACE WM1 N SHEET CONTENT K KEYS)(TS00 POUNDS) BIB AHMFLI PO IRON WIRE PRIOR TO PLACING CONCRETE,RENFORCNG STEEL SHALL BE DETAILED N ACCORDANCE KSI KIPS PER SQUARE INCH WITH THE'AO MANUAL O STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES,'ACI MS.BAR , VICINITY MAP COVER SHEET LENGTHS DETAILED ME OUT TO OUT AND 00 NOT INCLUDE ALLOWANCE FOR ROOKS OR BENDS, STRUCTURAL NOTES L ORTL MOLE OREKABLE MOLE II) SO.01 N S. IF LINEAR FOOT WELLING OR TACK WELDING OF REINFORCING BARS TO OTHER WAS OR EMBEDDED STEEL ITEMS IS PROHIBITED EXCEPT LL LIVE LOAD WHERE SPECIFICALLY APPROVED BY THE ENGNEER WHERE WELDING IS APPROVED.REINFORCING STEEL SHALE LESS LONG IEOS BACK TO BACK CONFORM TO ASTM ATOP,MO WELDING SHALL BE PER/OWED BY ANS CERTIFIED WELDERS USING EIOIS OR APPROVED WI LONG LEG HORIEONTAL ELECTRODES.YIELDING PROCEDURES SHALL CONFORM TO THE REQUIREMENTS OF AWS D1 A. UN LONG LEG VERTICAL LONG LONGIIIRNNAL UNLESS NOTED OTHERWISE CAST-IN-PLACE CONCRETE COVER SHALL SE 3', LVE LAMINATED VENEER LIMBER SPECFED CONCRETE COVER SHALL BE MAINTAINED TO AU REINFORCEMENT AT CONCRETE REVEALS NO INSETS. S0.01 MVO LIGHT WEIGHT CONCRETE SHOP DRAWINGS SHOWINGCONCRETE REVEALS MOONIER INSETS SHALL BE SUBMITTED FOR RENEW. STRUCTURAL NOTES CONT. � '' ' YFOOO FRAMING FOSTENNG ECHEOIRP QINE ALL NAILS SHALL BE COMMON Alb NAILING SHALL RE PER TIE NAILING SCHEDULE UNLESS OTHERWISE NOTED ON THE I"� ('• ' DRAWINGS.THE FOLLOWING NAIL SITES SHALL SE USED UNLESS NOTED OTHERWISE: ©/ ]1el}E l SO NAIL 0.113 SCR DIA.X 2 INCHES LONG WITH MN HEAD OIA.1Ti66 N. I A OREGON� SO NIL:0.131 PCII DMA.X 2 li INCHES LONG WITH LAN WAD OWA02 W. yY tN T"" 4 1.063 WITH N HEAD MARTS 120 NAIL 0.148 NCH DW X 31N4 INCHES WITH MN I HEAD OII 616 WI. 4{b4.VA t 180 NM.0.182 NCH OW.X 3II INCHES WITH MAN READ DPI 1N32 N. IRENEY6 61W2520 STAPLE OF EQUIVALENT VALE MAY BE SUBSTITUTED AFTER REVIEW BY ENGINEER NAILS AND STAPLES SHALL NOT BE OVEROPoVEN. ' WOOD FRAMING FASTENING SCHEDULE REM FASTENERS Art SOT PL.TO D000PNLVWSTS(FACE NIL) 16d AT MO.C. SOT PUTOP PL TO STUDS(END NAIL) (21 lid AT 2XE.(3)1B0 AT 2209 III SUET.P DEL STUDS(FACE NAL) 10E ATBOC_STAGGERED DEL TOP Pt(FACE NAL) _ 100 AT 1YO.C,STAGGERED M I L L E R OBL TOP PL SPLICES(FACE NAIL) (1A)1Pd EA SIDE OF JOINT DEL TOP Pt CORNERSIINTEISECTI NS(FACE CONSULTING (A)tOf STAGGERED NAIL) ENGINEERS CONTINUOUS READERIS)P4RS)TO STWS (4)100 9F6rn BereIY SEC (TOE NAIL) TOP Pt TO HORS(FACE NAIL) 1161 AT iM Sal:Ono Hun41o4 O.G. PA1Mn0,OR ST219 A UST TO DEL TOP MARL PL ROE NMI.! (4)100 PGTe 36224E.1250 BLOCKING TO STUDS(TOE NIL) (2)161 ww mllle..n.ram JOISTS TO BLOCKING(END RAILI (3/Wel (E)tea AT 464414A *I 1Ot STUDS TO HEMS(E(ENDNANAIL) IB11EE AT AX1012 .. HORS TO CRIPPLE STOOD{TOE NAL) 141 MX L ROOF TRUSS SOT CHORD TO DK TOP PL SWOOH11264 0 NAIL'LAMINATED BEAMS(FACE NM) 1EE ATM D.C.STA00EREOWI(3)10E AT EA END 0 BLOCKING TO TRUSS/WORTS ROE NIL) (4)100 C JOIST LAP SPLICES OVER 08L TOP Pt(FACE (y)10 G NAIL) ''j RIM JOIST TO JOISTS(ENO NAIL) 13116E UJ (2)161 MOG FACE RAILS AND(1)9141 1OG TOE Cr 2%5 TONGUE AND GROOVE DECKING NAIL EA COURSE AT EA.SUPPORT SHEATHING AI AT M O.0 AT ALL SUPPORTED PANEL EDGES LLl ROOF AND ROOF PER6.£TER AND ITO.C.AT ALL INTERMEDIATE SUPPDRIS I 10E GALY OR RING SHANK AT MOC.AT All FLOORS SUPPORTED PANEL EDGES MID FLOOR U PERIMETER AND IT O.C.AT ALL INTERMEDIATE _ SUPPORTS f WALLS BE AT 10.C.AT AU.PANEL EDGES AND AT 12' O.C.AT ALL INTERMEDIATE FRA1MN1 REIMERS GYPSUM WALL BOARD ce 9d COOLER OR WALLBOARD NAILS AT TOUT GANG .C.Al In o ALL HYMNS MEMBERS I t Id COOLER ORWALLSOA110NALSATTOCAT '" UH SIR GIVE ALL FRAMING MEMBERS M W VAS E PLY-SErmD FRDR WALLBOARD NAILS LL K 421 LAYERS SA ME AT IF O.C. (jj US FACE PLY•Id COOLER AT T O.C. 2 En 0 NOTE NEI UP TYPES OR Y SCREW MAY SE NRSTITUIEO FORGIVEN HALE N ALL ONE FOR 2 Cf K0 MULTIPLE LAYERS OF GWO SCREWS REQUIRE 3Y MN.EMBED INTO WJ000 LEM ER Q ct wo Q > Lsix 0 Qt.. LO WF COPYRIGHT 20M M:,fit CwwAlIO ENIrt we,Itt. LSIE IS N KJ1E5 AT FULL SCALE GO NOT 2'-E'SIA ALGOIWEiTH DRAWN In. IV GECNED BY'. FACE PROJECT NO 14122E ISSUE DATE: 0126202f U MI •12 &FEET CONTENT STRUCTURAL NOTES SHEET S0.02 d 0.010`F s RE�l, IfAN•- yON7.6„ RENENa: ancio jo ---..... ifil MILLER 1111) CONSULTING `�W ELRO,$ES7. ENGiNEENS 0ST0 WE Barba Mel Saua One Honored Phone E.OR 9111E 1 PMand.OR E.000 I Z i J W I 1 O w I I N 1I I Z II 2 1I U Lli II co II I1 W d T4'0 N w.. Ce m 11 2 w 00 a WO ci QW a)%¢ J o6 14 � N m F- 1I COPYRNiET2� AREA�WOREMolar LawuNnB Enpewa Inc, .RESHEET LIRE S1rcHES I ( P HCr!SCALE ACCOROINAY1 § I CHECKSDRAWN Y. WY CHECKED BY. I� MLE PROJECT NO: 19/230 ISSUE DATE: 01 20 201 ; I I I Approved 3r "laitrii 1 ,_, i Date: 2 ! .z0 ----_- Initials: ---- 15 SITE PLAN a'I I MNEET CONTENT 41111 $0.03 SITE PLAN SHEET S0.03 tlittplis 0 L 102 1 Fa '•'`xN+°b PG 'T4O G LINN' RENEWS. 0r3orro 0 I r . Mill AREA OF WORK MILLER I i CONSUL I ING 1E)STEM WALL r h--�- -1 ENGINEERS AND FOOTING I (� 1 ' 05)O SW BaWr BIM 1 \,` Portland,OR 92219 J 1 L.'— Phos 5022s5.1250 111g .F 19q.40 vood I \,.— ' •4*24 DOWELS EMBED INTO I I EXISTING CONCRETE AT 2? FROM THE TOP 6ROT AT CL OF W to CONCRETE FON WI EPDXY li (THE EPO%YS NOT CRITICAL,NO L. SPE NSPECTIONREW) 0 ` 2 cc 1 z E U 1-- Ark N -eo ›...0 - CO w N6 �1 C 2 o c7 wo 0LL1 Q N ,j o Q EI? m�- GOPT RIONT MO 1.0:ar Carsillidg Engineers Inc LN+E a 21NCNES AT rLKy 1.412 2.1 NOT Y-WALE.1[G01KIgY.1Yt DRAWN BT. N. CHECKED err. MCE PROJECT ND 191228 0851E DATE, 012020 I 0. 0 z 1 SHEET CONTENT FOUNDATION PLAN 83111 1 PARTIAL FOUNDATION PLAN ii) 5tAO 1N"r0-01 sNLBI S1600 t 0131"`4J LEGEND /�{f(� :••:':•..• INDICATES WALL TO SE REMOVED 4 Eel ' r/zrz,-.4 INDICATES SHEAR WALL-SEE firm 9O� p OVA ' IRENEWS Bnmo ar.2 VT g3- et SEE DETAIL PSSBSAI (NI WALL REUSEOGW SE HE) E X[IET RI FOR N R 6A MI FOR ANCHOR BOLTS WINAR H,26}56EAQE PABATHaOO'N - A UPPER FLOOR OVERHANG, RR I ES.OLTEDQEOF CMILLER SR OP PI NM SPLICE CC WMDOWAT LT CONSULTING FOR TOP PL.SPLICE \s/1 ENGINEERS Al. MO Mambo OM v - Suns On.HunCMC 1 11 1 Portland.OR sr2S0 ::• E± Phxs SW.2.HR.T2"A ••• •• •• 4 wwr.mul.ra..can g. 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Eol2eel WI BD NAILS AT 120G�, TYP PT 9u1 FLAT ///'''FLOOR AT 18'OO LNE 1a 21NCHES / SIWATHNG ATCALEAc IE ANCHOR BOLTS PER if (F NOTS.eGIEACc0R0NCLY) SHFARWALL SCHEDULE— SJ ' , i CHECKED BY: %� • (2)M CONY AT 11 ii MICE PROJECT ND:111/2Y8 wail TOP OF WALL I I�I I I I I ISSUE DATE: o1.x0.zou R-15 Insulation on vertical (2)AODITIg1ALMATWALL I`� , ��.' I • a "% CORNER ANDTOfq FDN 4fig4/y L �(QFDN z i�'.� Water Proofing I 2'GLR : :101eVA g (N)CONC.G •44e04•I ' in tu F4 AT12.OCNORMAT WALLS '�'Il 11.; �! o %tit . % .4 TALLER THAN IB' S II0y I.i-41 i�'e1 �."41. kfleNli - %,. i I to Y-0' I IN GAT. CRUSHED COMPACTED GRAVEL. 122E 3/4'OR LESSSHEET CONTENT SECTION 1 (N) WALL AND FTG SECTION 34 01 11/2'-1'-0' SHEET S4.01 SHEAR WALL LENGTH i,1,,L LNELL* (UPPER STORY) MHO V ROOF ef: J __� - e .03inyF•P 'r [N SEE COLUMN L' I I I II �`i 'I /t //4 / TABLE L:d1EARWALL 5C31EWLEomEe r.zzr.sa 6 e tlRe.rr.a tlea.rr.a L m BrV 1 r !3 _F..stye-+{is.l-r_'-• F' • L_R_•. �� f... _•-s•-!.��a -�� �� Ll WALL WAD.SHEATHING WTERML ONN WOOD PANEL EDGE SOE RATE TO RIM SILL PLATE CONCRETE CONCRETE PLATESOLE 4'; SOLE PLATE TO JOISTr81AG • �k l�Os ^J --_TI--- .,_ YI' - _-_fT---ir, STUD OR 3A POST AT 'I II II _ 1 ( TYPE STUDS NALNO .JOIST NAILING ANCHORWO IF 2X PUTS USED IF 3X PLATE IS USED SILL RATE TO PLATE SHEATHING JOLT(SEE RETIEIRB: ,,„' A SCHEDULE/ II n 1 e I. IT c t6O3•APA RATED=AIHlKi SB'Dw.a tO'ANCTOR BOLT SC Dw-v 1x ANCHOR BOLT OR SCAT S•O.C. the AT S'O.C. TOE AT('O.C. A%AT 1x OG •I I•I W L 1• • I.I SPAN RATED At 32R16,EXPOSURE I AT 3x OC.lmu1 AT 42.OC.Im0J EN SEE axuLNa I II LI 1 I. II • FIELD HALING• -'I I I ( I 061E TOP PLATE II OBE.TOP RATE II n 1 r n et -I II W I I. HEADER BEAM LEI HEADER BEAM TABLE 2:NOIOOWN SUIEOWE mom W SHEAR WALL AND(CORRESPOND TO GILO-0UTSNTASTESIAN SCHEDULE �2ONLYNOTES REFERBICEDATABLESAAE TO BE TEED)' Li u I • PER ROAN it PER PUN CORNER HAILS SEE 1111 '1 LI - 1 HEADER• ' 11 READER HDLDOneN CORNER HOEDOWN LITE I. ALL SFEATHMGEDGES rO BE BLOCKED.FIELD NAIL AT 12O.C. I I n I 1' TRIMMER SILO) 11 TRIMMER STUD TYPE NU MMI FASTENERS NET=LASAPPOGABLE) 2. NAILS SHALL BE LOCATED AT LEAST SE•FROA PANEL EDGES.NAGS SMALL BE DRIVEN WITH THE HEM MILLER •1 1 {i I \ I. PER PLAN I„1 PER PUN OF THE NA!FLUSH WITH ME SURFACE OF THE SHEATHING. NO HOIDDWN CEYWECT BOT.RATE PER MIN.PER STRUCTURAL i - 1 3 ALL SHEATHING NAA.S TO BE CUAMPN OR GALVANIZED BOX NAILS UNLESS ALTERNATE APPROVED BY • l I i I. EN SEE COLUMN Tf 11 EN SEE COLUMN MEMEL RUM EL) SHEAR WALL SCHEDULE NOTES ENGINEER OF RECOIULI CONSULTING (FURL REN'ONT TO I1 HEIGHT TO HDDOWN POST? A. SHEATHING MUST NAB TO BOTH DOUBLE TOP PLATES ENGINEERS .1 U r r I HOEDOWN POST) I PI RDSOS25212 SCREWS 5 SHEATHING ON SHEAR WALLS SHALL NOT BE NEERRUPIED.INCIOAMG BY ANY WALL BUTTING INTO HOLDOWN POST PER B H3412.SOS2.B AND SMPSON SSTBTB Ha)18a NABS SHEAR WALL 9510 SW SearSNE I IJ 1 I, HOLDOVA POST PER I Il SCHEDULE(FULL ANCHOR BOLT 6. ALL NEW ESIERKTR WALLS TO BE TYPE A,UNLESS NOTED OTHERWISE. 5ATP OAe HurlMa 1 II I t1 SCHEDULE(FULL 1 11 HEIGHT OF WALL) T. FRAMING AT A0.IONINGPANEL EDGES SHALL BE PER DETAIL 1/SIM SHEATHING lDINII AND SILL Ppeane.OR 92219 SOLE);ATE 'I ri I f rHEIGHT OE WALL) L PLATE NAILING SHALL BE STAGGERED. Phone 503 2,6.128E A 1' h ICI h I. 14 - S. WHERE PANELS ARE APPLIED BOTH FACES OF A WALL AND MM.SPACING IS LESS THAN 6 NCHES w.N,miner.A+.corn O.C.ON EITHER SIDE,PANEL JOINTS SHALL BE OFFSET TO FAL.ON DIFFERENT FRAMING MEMBERS OR FRAMING CUPS Del (1, I I FAMI NG SHALL SE 3 IN NOTES NOM1RNt ORTHIC11E1i AND NAILS CHEACH SOE SMALL BE GRACED PEA I R IL ISHEATHINGJOINT I) STAGGERED. JOT AND SA NM L PLATE LNG SHALL BE STAGGERED. L SCHEDULE FROM •I 1I iri 1 I I.1 I II HDl STRAP R 9. USE(1)PRESSURE TREATED 2X OR3X HEM-FR NO.2 FOR EEL PLATE TO CONCRETE FOUNWTGN. W JOIST 10 TOP PLAIT I 1 1 '.i ( 1 I•I I Id SCHEDULE(NOT 1O. REFERENCE DETAIL)PST 02 FOR SILL PLATE ANCHOR BOLE INSTALLATION REQUIREMENTS I d I. 1� L U III L II ALIGNED WI LOWER IS.. H2)ANCHDR BOLTS MIN PER PLATE. /__\ II i II I I �,.- 12. HOEDOWN OCCURS AT EA END Cr SHEAR WALL FASTEN TOED TOC2X STUDS OR AX STUD UNLESS LEVEL HOEDOWN) NOTED OTHERWISE.WALL SHEATHING SHALL BE EDGE NAILED TO HOEDOWN STUDS.MOLT)PEE SILOS /� H960(3'AAi STRAP PER 1 1 n I I 11 I CO NMLB SIMMERED,SPACED TO MATGI POOL NAILING PO NAILING. 1 1 SCREOLREALRGPE I 1 H 1 1 ^uOD I TiD 13. USEMIN.REPOSE EA.ENO OF SHEAR PANEL AT HOEDOWN. V WITH HOEDOWN POST I I 11 1 I�1 I BLKG 1 1 I I SOLID 14 ATRW EDGE FFO HOEDOWN.MIN ANCHOR BXT€M6ED WTO FOOTNGrfYAND MINHMIIM DISTANCE FROM EDGE OF FOOTING TO BOLT.N. AT LOWER WALL,TER 1 U VlI L L II -1_ I ' 1 ' FLOOR ♦F( -4 J_. a W SOLID BLOCKING I !If •1 i U Jam. ) •- ! /• )SURF AND { QSTRM AID JOIST P. jr 1 gg TiUJ R II IV II 1II II 1 1 1 I III o 'H_ W 11 O11 I 1111 11IIII I111 I I I TIf r— I L L. 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MCE PROJECT NO TP1220 ISSUE DATE: 0120.202L I ( 1 II 1 • L i 1 AI c SHEATHINPER PLAN G r. 5j I AlIli a iIf a I II. EJ I I /�‘j��j 1u I ''V'V 1 SEE PLAN FOR rc'., E -I 1 FON I?EOT.EN7S SHEET CONTENT SHEAR WALL DETAILS ` '(APPLIES ALONG ENTRE WALL LENGTH 'm'APPLIES WHERE SHEAR WALLS DENOTED 9 NOT USED to NOT USED t1 NOT USED 12 NOT USED 13 EXT. WALL-FLOOR-FDN SHEET 57.02 NTS 57.02 HIS S7.02 NIS 57.02 NTS S7.02 NTS S7.02 .OAj� i • • /'BEAM(>R MLAOLR PLR... NeA.,511A)SHTH LRAM*PLR L1 ! -� ..�., / ONM'FNTPATED LOAD SCHEDULE SCHEDULE1IYP./� SCHEDULE 4j1'. 4{[, FLOOR OR ROOF 4{`_"e.._ ._.�. 11I ..o...:..,-. ('''' 1 FRALWGf'E PLAN + . . T I —r I. ' `nl ..��I� �IL�I MNQf LAP PLATES AT COIMN PER PLAN Ass I r '� I�' fir. 1 -FOR TYP.CAP ANO ," 1NTERSECTIONSANO 66 !i EASE DETAIL,SEE �� COS ( / 1 i FOR BIJLT-UPSTUDW P am,r.•fP _ e._../ COLUMNS.SE 101 (212A TOP�ICE.SEE ' WALL OPENING FRAMING SCHEDULE —.._.'..I Ip O.vAN• 1aENerrs: BODrzosD 1 I. B SUPPORTING ROOF ddY SEIPPORTNG ROOF AND FLOOR STUDS. E!S`O.G. �i R _/ UN 0,FOR HOLES _Wui ••• . WINDOW/DOOR HEADER KING TRIMMER HFAIIFR NNO TRIMMER ELL ' FOR TYPCN OPEMNO /// STUDS.SEE S OPENING WIDTH STOS SKIDS S7UO3 STUDS FRAMING.SEE UP tO.'O max 4B ITI� wax,RAtHE exam 4[TO Itlm ili 1B (t)T+DA IS 0 112M Uri 1 r,,, Ar TO 84 BO OR MOD 11)24 Islas BOB OR 442 (1)94 ID 24 11144OR 2a4 E.t ID WO fel0OR4At2 (2)24 (21ae D 2renr�cae ales a)as 1'�3j 0R MILLER III SOLO.FULL DEPTH srT2 81R'k!2'GLB 12)240R C O N S U L TING 4LNG BENEATH B'PT010'F OR 12)DA ED24 OR a)as (3)� I4124 ENGINEERS . 3UB'4E2'GLB 3MOMGUI r. 1 �... SEE see a570 SW&lamINA ` • ` • OVERWO' SEE PLAN set PLMJ SEE NAN SEE RAN SCEPLAN SuII.OAR MUAMA ELL PLATE AND ANf>IOR ` • • t • I_. -... SILL PER SCHEDULEPLANPVN Pa11AM.OR Er21D • • • , • Pampa 5D3.248.1250 s as • T CONTINUE COLUMN TRIMMER STUDS PER BOTTOM PLATE TRMLER STUDS PER www.rF�Nne.nn com BOLTS PER PLAN.SEE , I TO SCHEDULE 1TYA) SCHEDULE(TYP.} � NOTE TRANSFER BEAM:TYP. NOTES L/AND SEE STRUCTIRAL.NOTES fOR NAILIG 5CHEOULE i.SEE STRUCTURAL NOTES FOR TYPICAL FASTENER aEOIIIREMENTS .� 'e°j. '''���"''YYYYYY ONO TYPICAL FASTENER REQUIREMENTS 2 SEE SCHEDULE 3,5801 FOR MEMBER SITES 1 TYPICAL WALL FRAMING DETAIL 2 TYP. WALL OPENING FRAMING a WALL OPENING FRAMING SCHEDULE S8.01 3.'4'=T`r S8.01 US'`ILO' S8.01 1,z r.E 0 i4.0'MAX. rn'MAR. ,'... $ �� 5UJ ONIIA 4 o,1 Q r r sTarz.STRAP oNE q q GL PIPE AND STRAP f S S SUE OF PUTS 2112'HAM)Du.HOLE FOR 2wt PL 't MT TOP PLATE9t2'[MAISJ IXI.HOLE FOR P4 W \I\` (6J 1otlEA SIDE OE T PROVEEADDITIONAL ANCHOR NOTCH OR HOLE HOLE . J� BOLT FA.SEE OF NOTCH OR (TO TOO RARE EA,POESTRUCTURAL NAILING PER I� ( y HOLE WHEN ll EXCEEDS IA NOTCH OF'TOP^TOP PLATE STHCTUR/A,NOTES V EEL PLATE WIDTH W JOINT,TYP w �17 I— v.o-1 lox STUD ALIGNED OVER ....,7 MN.LAP SRIOE ��-� ��--� _ W MN. ANCHOR BOLT (SPLICE OVER STUD, i_�ME112, -�.-�, +._ __ _QJ or maw ENO OR SPLICE OF ---11I ANCHOR BOLT PER De BRIDGE PU1E NV SAl HATE I PUN 1DIATCOC. I a a TOP PLATE {� 11 ?a FILLER PLATE PA I ORATE OC. NO70411Ol1T AT ,,....1 c ANCHOR W m Wii aa LU Fa °11 LLi m Z 4 ' 111111 2wOt7°SPLICE OR END A .. Q W 0 d om NOTES CI > 0 Cr 1 SEE cNKAR WALL Sf2TEDULE FOR ANCHOR BOLT LOCATOR AT SHEAR WALLS 4b ° "- "'_" ""-'-' t WHEN PIPE DIRNETEA IS GREATER THAN 217 01231 PLATES NE DTID'FIN 24 2_AT NO-SHEAR WALL LOCATION2%,ANCHOR.BOLT TO BE CENTERED IN ELL PLATE, WALL FRAMING PLATES.OR THE TOP PLATE IS NOTCHED,USE TIE STRAP NOTED ON BOTH SIDES =U EQ 3,SILL PLATE WIDTH TOMATO!!STUD WALL FRAMRA2 WIDTH U.NO. PE,RPLAN X STRAP NOT REDD IW$N HQE IS LESS THANT'DIAMETER FOR 2H PLATES Cl) mF. 4 EACH SRL PIECE SHAI.HAVE(2)BOLTS MN M4UM.LOCATE STILTS CLEAR OF AND 1 1t2'DIAMETER FOR 2d PLATES STUDS AND POSTS 4 TYP. SILL PL. ANCHOR DETAILS s STUD-ANCHOR BOLT CONFLICT 6 TYP. TOP PLATE SPLICE 7 WALL TOP PLATE HOLES COPYRIGHT WO S8.01 11n''1..tr 88.01. 117'1-' S8.01 36'-1'41' S8.01 117".no' Wier CvmWOErIB.PAm.AP TM USEACRES AT FULL SCALE NOTCH PERMITTED WAN END-3 MR MOT Y-SALE ACCORSRC V) THIRD OF SPAN ONLY \ o, GHEE DRY 1 STE238 STRAP ONIE CL BEAM ANA STRAP cla MM. 2^v5'' • SUE OF PLATE BETWEEN ADJOTGNO _ WALL ..F��. ME 191226 (2)2n TOP PLATE I ' /• ISSUE PROJECT� 01E01= , 1 • BEAN PER PLAN /' { V 9 1 I ���� "r* ^ ��Ar�=��t, ►+ ¢ ( I illi 1 1 E a2 i xi H NOTES: j T.HOLES AND NOTCHES SHOWN ARE SOLID SAWN LUMBER ONLY AND w 1 ■ A z.e� SAEPTH aA NOTCHES TYPICAL OR 1/.o Sri FORMO sT110B ONLY. z i 3 L P CLEAR SPAN OF JOIST BETWEEN SUPPORTS SESTET CONTENT . .. 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