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<br /> (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILER 07HERWISE ON DRAWINGS} I��������
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<br /> CODE CONCRE7'E NAILS,BOLTS,AI�D METAL CONNECTORS FpR WO�D 250 4TH AVE. S., SWTE 200
<br /> � � � � EDMONDS, WASHtNGTON 98020 �`
<br /> ALL MATERIALS,W�RKMANSH{P, DESIGN,AND CONSTRUCTiON SNALL Cf)NF(�RM TO THE DRAWtNGS, ALL CONCRETE SHALL BE MIXED, PROPORTIONED,GONVEYEO,AND PL.ACED IN ACCORDANCE WITH SECTION ALL NAILS SHALI CONFORM TO THE 57ANDARDS SET F(�RTH BY THE NATIONAL DESIGN STANDARDS(NDS)FOR PHONE (425) 778-�50Q ' '�
<br /> SPECIFICATIONS,AND THE INTERNATIUNAL BUILDING CODE(IBC),2015 EDITlON.SPECiFlCATIONS ANO STANDARDS CMAPTER 5 OF ACI 318 AND THE AMERICAN CONCRETE INSTITUTE'S SE�ECIFICA7(ONS FOR STRUCTURAL CONC�ETE WOOD CONS7RUCTION, LATEST EDITION. NAILtNG NOT SPECIFIED SMAtL BE PER IBC TABLE 2304.10.1 NAILiNG DE�INITION SYMBOL DEFINITION SYMBOL FAX (425� 778-553� ' '
<br /> WHERE REFERENCED ON THE DRAWINGS ARE T9�E THE LATEST EDITIUN. FOR BUILDINGS(ACl 301). SCMEDULE.ALL Nt�ILS CALLED OUT ON PLANS SHALL BE CaMMON NAILS UNLESS N07ED OTHERWISE AND SHALL
<br /> MEET OR EXCEED TWE FOLLOWING MINIMUM GUIDEUNES: DIRECTICIN OF �,.,.,,. NATIVE SOIL �T"
<br /> DESIGN LOADS(BUILDING) ALL CONCRETE SHALL BE STONE-AGGRE6A7E CONCRETE HAVING A U�IIT WEIGHT OF APPROXIMATELY 150 POUNDS NAIL SMANK� MIN LENGTH FRAMING �
<br /> PER CUBiC FOOT. -
<br /> EXTENT OF ��.� GRANULAR FILL
<br /> DEAD LC3ADS: 8d COMMON 0.131� 2 1/2"SHANK FRAMING
<br /> ROOF 15 PSF CpNCRETE STRENGTHS AT 28 DAYS(f'cj AND MIX CRtTER1A SHAL�BE t1S FOLLOWS: -
<br /> 10d COMMON 0.14�8� 3"SHANK COLUMNS � � STRUCTURAI STEEL
<br /> LIVE LOADS: MA?(IMUflA MIN CEMENT
<br /> ROOF(SNOW LOAD) 25 PSF TYPE OF CONSTRUCTION f'c WATER/CEMENT CONTEfVT PER CUBIC MAXIMUM 12d COMMON 0.1480 3 1/4°SHANK
<br /> SMRINKAGE S7RAIN COLUMN BEARING !'
<br /> RATIO YARD 16d CUMMON 0.162QS 3 112"SHANK RATE6 5HEATHING
<br /> (LIVE LOADS ARE REDUCED WHERE PERMISSIBLE PER tBC SECTION 1607.10). ON BEAM
<br /> S11�B5 ON GRADE * 3000 PSI 0.55 5 1/2 SACK N/A 1�d BOX N�iILS M1�Y BE SllBSTlTUTE�FOR�d COMMON Nta1LS WITM (VO CHANGE IN NAIL SPACING. FRAMtNG .
<br /> DESIGN LOADS(APPURTENANCE �� �� BEAM CONTINUOUS c' SNEAR WALL
<br /> � MEMBERS M�4Y BE NAILED WITM 16d SINKERS(O.1Q8 �x 3 1/4 ), BUT ONLY 16d COMMON NAtLS SHALL BE USED p�/�R SUPPORT (SEE SCHEDULE) SWX '°
<br /> THE MINIMUM AMOUNT OF CEMENT LISTED ABOVE MAY BE CMAtVGED tF A CONCRETE PERFORMANCE MIX IS WMERE 16d NAILS ARE INDICATED IN THIS DRAWING SET.ENGINEER MAY APPR�VE OTHER NAIlS!F NAIL LABELS ' °
<br /> RTU: 2,40fl LBS SUBMITTED TO THE ENGINEER AND 7HE BUILDING DEPARTMENT FOR.APPROVAL TWO WEEKS RRIOR TO PLACING AR�SUBMlTfED TO ENGINEE�PRIOR TO START O�CONSTRUCTION. �. COLUMN MARK �,�
<br /> ANY CONCRETE.THE PERFORMANCE MIX SHALL INCL.UDE THE AMOUt�TS OF CEMENT, FINE AND COARSE CONCRETE WALL ��,.�,�.,,�,. �� (SEE SCHEDULEj /'� `tu`�
<br /> 40 BBL TANK: 14,980 LBS(FULL) AGGREGATE,WATER,AND ADMIXfURES AS WELL AS THE WATER-CEI�,�fEN7 RATIO,SLUMP,CONCRETE YIELD,AND AI.L BOLTS IN W�OD MEMBERS SHALL CONFORM TO ASTM A3Q7. PROVIDE WASHERS UNDER THE HEADS AND NUTS RAS '
<br /> 20 BBL TANK: 7,920 LBS(FULLj SUBSTANTIATING STRfNGTH DATA IN ACCORDANCE WITH CHAPTER 5�OF ACI 318. OF ALL BOLTS AND tAG SCREWS BEARING ON WOOD. LEAD HOLES FOR LAG BOLTS S�fALL BE BQREQ F(aR THE BEARING STUD FOO7ING MARK ��'�F °' $j�G' :
<br /> SHANK AND THREADED PORTIpNS PER NDS 21.1.3. WALL (SEE SCHEDI}LEj � • F,� '''
<br /> WIND LOAD: 110 MPH EXPOSURE B ALL CONCRETE EXFOSED Tt3 WEATFiER OR TO FREEZING TEMPERA7UFtES SNALL BE AlR-EN7RAINED IN ACCORDANCE r�
<br /> WITH ACI 318 TABLE 4.2.1 FOR MODERAT�EXPOSURE CONDITION. CONNECtORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE"STRONG-TIE" BY SIYVIPSON COMPANY CATALOG NON-�EARING =------ --- --� HOLDOWN MARK
<br /> F= qz x(GCr)x Af=28.5 PSF= 17.1 PSF(ASD) [h<60'] TQ BE THE LATEST EDITlON,OR ENGINEER APPROVED EQUAL.CONNECTORS SHALL BE INSTALLED IN ACCORDANCE STUD WALL �----- --- . (SEE SCHEDULE) �
<br /> qz= 15.01 PSF(Kz=0.57, Kzt=1.0, Kd=O,gSj * PROVIDE 30Q0 P51 FOR pURABILITY REQUIREMENTS.25Q0 PSI F'c CGNCRETE MEETS STRENGTH REQUIRMENTS FOR WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED �, �� 'ti
<br /> GCr= 1.9 [h<60'� DE5IGNED FOOTINGS,THEREFORE SPECIAL INSPECTION IS NOT REQ'D. BY THE MAPUUFACI"URER. 411HERE CONNECTOR STRAPS CONNECf'fW0 MEM�ERS, PlACE ONE-HALF OF TNE NAIlS, BEARING STUD HANG�R MARK X sj�� �
<br /> RISK CATEGORY II SCREWS,OR BOLTS IN EACH MEMBER. SHEAR WALL (SEE SCHEDULEj �
<br /> REIIVFORCING STEEI NON-BEARING �- � FLAG NOTE C� OZ/Z5/I9 •`'`
<br /> SEISMIG LOAD:SEISMIC DESIGN CATEGORY D,501L TYPE Sd INSTALL SOLID BLOCKIRIG AT ALL BEARING POfNTS.ALL SHiMS SHALL BE SEASqNED, URIED,AND TliE SAME GRADE STUD SHEAR WALL . .� (SEE PLAN NOTES)
<br /> REtNFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMIN(i TO ASTM A615,AND SNALL BE GRADE 60(Fy (MINIMUM)AS MEMBERS CONNECfEO. STEEL MOMENT
<br /> Fp= ��[1+2z/h] Wp=0.338(RTU�;0.324(TANK)Wp(ASD) =60,000 PSI), UNLESS NOTED OTHERWISE.GRADE 6Q REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED CMU WALL FRAME CONN. �
<br /> Rp SHALL CONFORM TO ASTM A706. RE{NFORCING CO�tIPLYWG WITH AS;TM A615 MAY BE WELDED IF MATERIAL GALVANIZ.�►Ttl'N
<br /> ap= 2.5 (RTU); 1.0(TANK) pROPERTY REPORTS INDICATINC C�NFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS D1.4 ARE
<br /> Rp= 6.0(RTU); 2.5(TANKj SUBMtTTED. UNLESS NOTED OTHERWISE,S7EEL GONNECTORS IN�ONTACT WITH TREATED WOO�SHALL BE GALVANIZED
<br /> Sds= 0.945{Ss= 1.418&Fa=1.Q BASED ON LAT/LONGj ACCORDING TO THE FOLLOWING TABLE:
<br /> Ip= 1.0 WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185.PROVIDE WE:LDED WIRE FABRIC IN SHEETS NOT ROLLS.LAP ABBREVIAYIDNS
<br /> z/h= 1.0 WELDED WIRE FA�RIC 12"AT SIDE5 AND ENDS. UIVTREATED ACQ C CBA-A O7'IHE� Cl'PHER PT tA) ABOVE GLB GLUE-LAMINATED BEAM
<br /> GAtVANEZt1'f10N CCA-C SBX ACZ�I �
<br /> WO�D ACQ-0 CA-B Bt�FtATE WOOD
<br /> STATEMENT OF SPECIA!INSPECTIONS fiEINFORCING STEEL SHALL BE DETAILED INCLUDING HOOKS AND BEN�S IN ACCORDANCE WITH SP-66 AND ACI AB ANCHOR BOLT HORIZ HORIZONTAL o
<br /> 318R, LATEST EDITIONS. UNLESS OTHERWISE NOTED, REINFORCING S?kICE LENGTHS AND OEVELOPMENT I.ENGTHS G90 X X X qLT ALTERNATE KP KWG POST � w
<br /> SPECIAL INSPECTIONS ARE REQUIRED AS INOICRTED IN THE FOI.LOWING TA�I.E.THE CONTRACTOR SHA�.L SUBMIT A SNALL BE PER SCHEDULE. G185 X X X X X X � > �
<br /> WRITTEN STATEMENT OF RESPON51BIlITY 7O�'HE BUILDING O�FICIAL AND OWNER PRI�R T�COMMENCEMENT OF ARCH ARCHiTECT . KSI KIPS PER SQIJARE lNCH e� � �
<br /> WORK IN ACCORDANCE WITH CHAPTER 1704.4 QF TNE IBC. MECHANICAL SPLICING OF R�INFORCING BARS,WHERE INDICATED Oh1 THE DRAWINGS,SHALL BE BY AN IC�O HDG X X X X X X � � a �
<br /> APPROVED SYSTEM,SHALL DEVEL�P 125%OF THE SPECtFIED YIELD S�RENGTM CTF THE BAR AND SMALL BE �6� BELOW L ANGLE Z �n �' '
<br /> SPECIAL INSPECTION FQR THE ABOVE SYSTEMS SHALL BE AS INDICATED IN THE SPECIAL INSPECTIQN TABLE BELOW. , ' STT3 0 0 X X X X X X X X Z � O W .
<br /> INSTALLED IN ACCORDANCE WITH THE MANUFACTURER S RECOMMEVVflATIONS. BD BAR DIAMET�R MEGH MECNANICAL � � � oC
<br /> G90=0.90 OZ.OF ZINC PER SQUARE FO�T�F AftEA BLKG BLflCKING MF MOMENT FRAME � V ~
<br /> STRUCTURAL OBSERVATION OF THE STRUCTURAI SYSTEM BY TNE ENGINEER IS NOT REQUIRED. REINFORCING SHALL BE PIACED AND ADEQUATELY SUPPORTED PRIOtt TO PtACING CONCRETE.WET-SETTING G185= 1.85�Z.OF ZINC PER SQUARE FOOT OF AREA �- N � �
<br /> EMBEDDED iTEMS IS NOT ALlOWEO WITMOUT PRIOR ENGINEER APPF�OVAL.BAI�5 PARTIALLY EMSEDDED IN HDG=HOT DIP GALVANIZED BM BEAM M7L METAL � � � � �
<br /> FREQUENCY AND DISTRI�UTI�+N OF REPORT'S-INSPEC710N REPORTS SHALL 8E PROVIDED FOR EACH DAY ON SITE BY HARDENED CONCRETE SHALL NOT BE FlELD BENT UNLESS SO DETA(lE�OR APPROVED BY TNE 5TRUCTURAL SST300=TYRE 316L STAINtESS STEEL U � �
<br /> SPECIAL INSPECTOR.STRUCTURAL OBSERVATION REPORTS SHALL BE PROVIDED AFTER EACN OBSERVATION. REPORTS ENGINEER. R�FER TO CHAPTER 7 OF AG1318 FOR OTHER REINFORC1Nt,STEEI REQUIREMENTS. BOT BOTT'OM NS NEAR S(DE W � � �
<br /> SHALL BE DISTRIBUTED TO THE CONTRACI"OR,ARCHiTECT, ENGINEER AND BUILDING OFFICIAL. EXISTING BUILDING BFtNG BEARING OC ON CENi'ER � n- V U
<br /> CONCRETE C�VER ON REINFORGING
<br /> SPECIAL INSPECTION CONTRACTOR SHALL VERIFY All.DtMEN510NS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILQING g�N BETW�EN OPA OPPOSITE
<br /> CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" DEPICTED IN TME DRAWINGS,AND NOTIFY 1'HE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE � � � �
<br /> OPERATION CONT PERIODIC REMARI�S REDESIGN. �1P COMPLETE JOINT PENETRATION PL PLATE
<br /> w � a -,.
<br /> CONCRETE EXPOSED TO EARTH AND WEATHER: CLR CLEAR PLCS PLACES Q � N N
<br /> 5��� � #6 BARS AND LARGER 2° CONTRACl'QR RESP�NSIBLE FOR COMPLETELY SEALING ALL ARE/�S WHERE EXISTING ROOF MATERIAL{S � c�v � N �`�
<br /> FOUNDATION BEARING CAPACITY VERIFICATIQN X
<br /> #5 BARS AND SMALLER 1 1/2" PENETRATED OR REMOVED. PROVIDE WATER PROOFING AS REQUlRED BY THE ARCH. C M U C O N C R E T E M A S O N R Y U N I T P S I P�U N D S P E R S Q U A R E I N C H � p p
<br /> COL COLUMN PSF POUNDS PER SQUARE FOOT Y '
<br /> NOTE: CONCRETE NOT EXPOSED TO EARTH OR WEATHER: GENERAL CONC CONCRETE PJ7� POST TENSIONED Q
<br /> RLL ITEIVIS MARKED WITH AN "X"SHALL BE lNSPECTED IN ACCORDANCE WITH IBC CHAPTER 17.SPECIAL SLABS,WALLS AND JOfSTS 3/4° �� �
<br /> INSPECTiON SHALL BE PERFORMED BY A QUALIFIED TESTINC�AGENCY DESIGNATED SY THE�WNER.THE COLUMN TlES OR SPIFtALS AND BEAM STIRRUPS 1 1/2" STRUCTUR�►L DRAWINGS SM�1LL BE llSED IN CONJUNCTI(3N WITH ARCHI7EC1'URAL,CIV1L, ELECTRICAL,AND CONN C�NNECTION PT PftESSURE TREA7ED �
<br /> ARCHITECT,STRUCTURAL EN�INEER,AND BUILDING OFFICtAI.SHALL�E FlJRN1SNED WITH CQPIES OF ALl MECMANIC6IL DRAWINGS F�R BIDpING AND CONST'RUCi'ION,CONTRACTOR SM�1LL V'�RIFY ALL DIMENSIONS AND - '
<br /> RESULTS.ANY INSPECTION FAILING TO MEET THE PR0IECT SPECIFICATIONS SHALL BE IMMEOIATELY 6ROUGHT CONCRE7'E GEI�tERA1 NOTES C�NQITICIf�S FC1R Cf�MPATt61Ll'I'Y BEFORE RROCEEQING.ANY DtSCREPANCiES SMALL�E BR�UGHTTO THE CONT CONTINUOUS REINF REINFORCING DESIGN: SDT
<br /> TO THE ATTENTION OF THE DESIGN TEAM. AITENTI�N OF T�IE�,RCFiITECT BEFORE PR��fEDING. CODRD COORDtNAT� REQ'D REQUIRED DRAWt�t: ATD
<br /> VERTICAL 8��5 SMALL START FROM TOP OF FOOTING. MORIZONTAL B�Af�S SHALI START A DISTANCE OF 1/2 TME
<br /> FOUNDATIONS:SPREAD�OQTINGS NORMAL B�R SPACING FROM TOP OF FOOTIN6 AND TOP OF FRAMEG SLABS. IN�1DDITION,TMERE SMALL BE A CONTRACTOR TO SEE ARCMIfi�CTU�AL,CIVIL, ELECfikiICAL/�1ND MECHANICAL DRAWINGS FOR SIZE AND LOCATtON DBL DOUBLE SCHED SCFi�DULE CHECK. MI�M
<br /> HURIZONTAL BAR AT A MAXIMUM OF 3" FROM TOP OF WALL AND BOTTOM OF FRAM�D SLABS. OF FIPE,VENT, DUCT AND OTtdER�RENINGS AND DETAILS Nt)T SM�WN ON THESE�?RAWIN6S. DET DETAIL S(M SIMILAR
<br /> SOtLS REPORT: NOT PROVIDED ATTIME OF DESIGN - JOB NO: 18299.1�
<br /> PROVIDE CORNER BARS TO MATCH THE HORIZONTAL F�EINFORCING U�IlTH TENSION LAP SPLiCE AT EACH SIDE PER CONTRACTOR SHAL�BE RE5PONSIBLE FOR ERECTI�N STABI�lTY AND TEMPORARY SHURING A5 NECESSARY UNTIL DIA DIAMETER SOG SLAB ON GRADE
<br /> TABLE,OR BEND ONE SIDE OVER TO PR�VIDE TEIdSlON LAP. PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. DATE: 12�2�f 1�
<br /> ALLOWABLE SOIL PRESSURE: 2000 PSF(ASSUMED;TO BE FIELD VERIFIED DURING CONSTRUCTION) DIM DIMENSION STD STANDARD �
<br /> LATERAL EARTH PRESSURE: PROVIDE CONTROL OR CC7NSTRUCTION JOINTS IN SLABS ON GRADE T�BREAK UP SIAB iNTO RECTANGULAR AREAS CONTRACTOR-INITIATED CWANGES SHALL Bf SUBMtTfED IN WRITING TO TNE ARCHITECT AND STRUCTURAL OiR DIRECTION STIFF STIFFENER °
<br /> UNRESTRAINED: 35 PCF+ANY APPLICABLE SURCHARGE O�NOT(VIORE THAN 400 SQUARE FEET EACH.RREAS TO BE AS SQUAF�E AS PRACTICAL AND HAVE NO ACUTE ENGINEER�OR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHAN6ES SHOWN ON SHOP DRAWINGS
<br /> ANGLES.101NT LOCATIONS TO BE APPROV�p BY THE ARCHfTECT. ONLY WILL NOT 5ATtSFY THIS REQUIREMENT. EA EACH STL STEEL
<br /> RESTRAINED: 50 PCF+ANY APPLICABLE SURCHARGE -
<br /> PASSIVE: 300 PCF ALL CONSTRUCTtUN JOINTS SHALL BE THO�OUGHLY CLEANED AND PROPERLY PREPARED IMMEDIATElY PI�IOR TO DRAWIyGS INDICAI'E GENER�IL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE CONDITIONS ARE NOT ELEV ELEVATIOIV SYMM SYMMETRICAL � '
<br /> COEFFICIENT OF FRICTION: Q.35 POURING OF CONCRETE. DOWEL STEEL SHAlL BE THE SAME SIZE ANt�SPACtNG AS MAIN REINFOF�CENG DETAILED SPECIFIC/�LLY IN�ICA7'ED�UT ARE OF A SIMILAR CMARACTER TC}QETAILS SHOWN,SII`�AILAR DETAILS OF ES EACH StDE SW SHEARWALI
<br /> BEYQND JOINT. CONSTRUCTION SHALL 8E USED SUBJEC7 TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL �
<br /> FOOTiNGS SHALL BEAR ON FIRM UNDiSTURBEF3 EARTH OR 12"OF COMPACTED STRUCTURAL FILL AS REQUIRED AND ENGINEER. � �X EXISTING TOC 70P OF CONCRETE �
<br /> AT LEAST 18" BEL.OW ADJACENT EXTERIOR GRADE.ANY FOOTING ELEVATIONS SHOWN IN THE DRAWINGS SEE ARCHITECTURAL DRAWtNGS AND MECHANICAL DRAWINGS FOft CXACT LOCATtONS AND OlMENSIONS OF EXP EXPANSION � TOS TOP OF STEEI ^
<br /> REPRESENT M(NIMUM DEPTHS AND ARE FOR BtDDING�NtY.ACTUAL�OOTiNG ELEVATIONS ARE SUBIECT TO SiTE � 1..�
<br /> OPENINGS IN CONCRETE WALLS, FLOORS AND ROOF. UNLESS INDICA'i"ED OTHERWISE REIN�ORCE AROUND -
<br /> CONDITIONS AND MUST THEREFORE BE ES7ABtISHED BY TME CONTRACfOR. FOOTINGS SHALL BE CENTERED BEIOW OPENINGS GREATEIi THAN 1.2"IN fITHER DtRECTION WITH (2}#5 E�CH SIDE AND(1)#5 x 4`-0" DIAGONAL AT EACH FLR FLOOR TOW TOP OF WALL �
<br /> COLUMNS OR WALLS ABOVE, UNLESS NOTED OTHERWISE. CORNER. �XT'END BARS 2'-Q° BEYOND EDGE OF OPENING. IF 2'-0" 1S t�NAVAILABLE, EXTENp AS FAR AS POSSIBLE FDN FOUN�ATION TYP TYPICAL �
<br /> AND HOOK. HOOK AL!REINFORCING tNTERRUPTED BY OPENINGS. ---- - �`
<br /> IMPORTEQ STRUCTURA!FILL AND BACKFII.L MAT�RIAL SHQULD CONSIST OF CLEAN,WELL GRADED GRANULAR �'�
<br /> FTG FOOTING UNO UNLESS NOTED OTHERWISE ^� �
<br /> MATERIAL FREE OF DEBRIS OR ORGANICS WITH A MAXIMUM PARTICLE DIAMETER OF THREE INCNES AND NO MORE BARS PARTIALI.Y EMBEDDED IN HARDENED CONCRETE SI�ALL NOT BE FIELD BENT UNLESS SO DETAILED OR �/
<br /> FS FAR SIDE VERT VERTICAL
<br /> THAN 10% FINES(PASSING THE#200 SIEV�). APPROVED BY THE STRUCTUI�AL ENGINEER. - ,-- (-- *�' '
<br /> GC GENERAL CONTRACTOR WF WIDE FLANGE �'""'
<br /> FILL ANO BACK�ILL MATERIAL SHOULD BE PIACED IN LEVEL LlFTS N�T EXCEEDING TWELVE(12")tNCHE5 IN LOOSE SEE ARCMITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES,CMA(1�FERS,FEATURE STRIPS,COLOR,TEX7URE l�ND � V
<br /> THICKNESS AND COMPACTED TO A MINIMUM OF 9$�OF(TS MAXIMUM DRY OENSITY AS DETERMINED BY ASTM OTNER FINISH DETAIIS AT ALL EXPOSED CONCRETE 5URFACES. PROVIDE 3/4"CHAMFER AT ALL CORNERS EXCERT AS � Q� �
<br /> TEST METHOD D1557-00. NOTED.
<br /> BACKFiLL BEHiND ALL RETAININ6 WALLS WITH WELL-DRAINING,GRANULAR FILL AND PROVIDE FOR SUBSURFACE LUMBER � �
<br /> DRAINAGE. PROVIDE DAMPPROOFING AT EXTERIOR FACE OF ALL FOUNDATION WALLS EXPOSED TO EARTH PER
<br /> ARCHITECTURAL SPECIFICATIONS. ALl 6RA(3ES SPECIFIED ARE M(NIMUM GRADES REQUIRED.ALL kUMBER SHALL BE(N ACCORDANCE WITH WWPA � �
<br /> GRADtNG RULES, KiIN-DR1ED TO MC 19 AND OF THE FOLLOWING MII�IMUM STANDARDS: �
<br /> EXCAVATIONS AND DRAINAGE INSTALLATION SHALL BE OBSERVED BY A SOILS ENGINEER RETAtNED�Y TFiE OWNER. f-------------------,
<br /> IF EXCAVATION SHOWS SOIL CONDITIONS TO BE 07HER THAN THOSE ASSUMED ABOVE NOTIFY THE STRUCTURAL SlZE CLASSIFICATtON SPECIES GRAD� Fb(PSI) Ft{�S1) � � ""J � �
<br /> ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. � � �,.J .
<br /> SLEEPERS DOUG-FIR STUD 700 - �' � � � �
<br /> 'y I ni • ,
<br /> IIGHT FRAMI�tG(STUDSj HEM-FIR STUD 675 800 �i � � � �
<br /> 2x JOISTS AND PIANKS HE�/l-FIR #2 850 - i � ',,,� � �
<br /> PLATES AND BLOCKING NEM-FIR #2 85Q - � •
<br /> � � � Q
<br /> 6x AND IARGER BEAMS ANO I � � � �
<br /> STRINGERS DOUG-FIR #2 $75 - � C � � � �
<br /> 4x AND SMALLER BEAMS AND HEM-FIR #2 850 - j i � > " �
<br /> STRINGERS r--- �
<br /> I.t,! �
<br /> ALL POSTS AND TtMBERS DOUG-FIR #1 1200 100Q (, j •C( � �
<br /> � � � �
<br /> REFER TO PLAN NOTES,SCHEDULES,AND DETAILS FOR MORE SPECIFi�LUMBER SIZE AND GRADE REQUIREMENTS. i � � � � �
<br /> UNLESS NOTED OTHERWI5E IN TME PLANS,AlL WDOD AND WOQD-B�SED MEMBERS EXPOSED TO WEATHER OR IN `� AREA OF � � � �► �� ,
<br /> CONTACT WITH CONCRETE, MASONRY,OR WtTHIN 8"OF SOIL SHALL BE FRESERVATN�-TREA7ED BY � WORK i � � (� � �
<br /> VACUUM-PRESSURE tMPREGNATlON IN ACCORDANCE WITH AWPA S'fANDARD Ul. �-
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