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HomeMy WebLinkAboutB12-0284 Plans ApprovedGENERAL NOTES: SC�TI' RESIDENCES J48# 0406-12 DESIGN GRITERIA: RC?t�F LIVE LdAD (SN4W LUAD}: -RC}OF PITGH EQUA� TO C}R GREATER THAN 4:12 80 PSF RQOF DEAD LOAD: 15 PSF FLUQR LIVE LOAD: 40 PSF FLOC�R DEAD LC?AD: 15 PSF QECK LIVE LOAD: i00 PSF DECK DEAD LOAD (V+IQ. SLEEPEFiS & DECKING}: 20 PSF DECK DEAD LC>AD (QRIP THRQUGH WUOD): 15 PSF BASfC WIND SPEED (3 SEC GUS�: 90 MPH WIND EXPQSURE: B SEISMIC DESIGN CATEGC?RY: C IBC EQIT{QN: 2009 FOUNDATION DESIGN: 1. THIS FOUNDATION HAS BEEN DESI�NEQ BASEQ ON 7HE RECC)MMENDAT(ONS SET FORTH IN �EUTEGHNICAL REPC�RT #112 281A BY HP GEOTECH, INC. CC?NSTRUCTIQN QF THIS FQUNDATI4N SHALL FULLOW THE REQUIREMENTS FRC?M THiS REP(JRT. 2. dESIGN OF FOC7TlNGS IS BASED C�N A MAXIMUM ALLOWABLE BEARWG PRESSURE OF 15(l4 PSF EXCEPT THE AFiEA �F FC}UNDATIC?N INDICATED WITH A HATCHED FC?OTING FOR WHICH DESIGN OF FC7QTINGS IS BASED ON A MAXIMUM �` AL�OWABLE BEARING PRESSURE t�F 250Q PSF PER HP GEQTEGH, INC. RECOMMENDATIONS. 3. RETAINING WALLS HAVE BEEN DESI�NED USING A IATERAL PRESSURE QF 50 PCF FOR THE "AT REST" EARTH PRESSURE CC?NDITIQN. 4. F04TINGS SHAL� BE PLACED BE�4W FROST DEPTH ON UNDISTURBED SOIL (�Fi ON STRUCTURAL FI�� COMPACTED AS FiEQU{RED BY THE �EQTECHNI�AL � ENGfNEER. 5. BACKFlLL ARC�UNQ RETAINING WAL�S AND STRUCTUFiAL SUTfFiESSES SHALL , BE C(�MPACTION TESTED PER TNE RECt�MMENDATIQNS QF TNE GEQTECNNICAL ENGINEER. 6. PROVIDE PERlMETER FOUNQATION DRAINS PER THE GEOTECHNICAL ENGINEER RECOMMENDAI'IQNS. RElNFt3RCED CONCRETE: 1. CC?NCRETE DESIGN IS BASED ON THE M�ST CURRENT PUBLICATION O� "BUILDING CODE REQUIREMENTS FQR REWFORCEQ C(�NCRET'E" (AC131$}. 2. STRUCTURAL �ONCRETE SHALL HAVE A MINIMUM 28 C3AY COMPRESSIVE STRENGTH 4F 3Q00 PSI. 3. CQNCRETE SkiALL BE PRt�PEaRTIONED USING lYPE I-Il SIJ�FATE RESISTANT CEMENT. DQ NOT USE ADMIXTUFiES CONTAINING CHLORIDE SR�TS. 4. FUR CQ�D WEATHER CONGRETING PROCEDURES FiEFER TO THE "ACI MANUAL �F C(�NCRE7E PRACTlCE.° 5. EXPANSI4N ANCHORS SHAL� BE LCJCATED NC} LES� THAN 6 BOLT DIAMETERS FROM GONCRETE EDGES AND SPAGEQ AT NO LESS THAN 12 BC�LT DIAMETERS UN�ESS NC?TED OTHEFiWISE. 6. CONCRETE FLO�R S�ABS QN GRADE SHALL HAVE SAWN C3R TOOLED C(�NTROL JUINTS AT A MAXIMUM SPACIRlG OF y2 FEET IN EACH DIRECTIQN. IF POSSIB�E, LOCATE CONTRUL JC?fNTS ALONG COLUMN GRIDLiNES. 7. CONCRETE COVERAGE FOR REINFORCING S7EEL (ACI 318-95): . Ct?NCRETE CAST AGAINS7 AND PERMANENT�Y EXPQSED TC? EAFiTH: 3" . COiVCRETE EXPC}SED TC? EARTH OR WEATHER. . #6 BAR THROUGH #18 BAR: 2" . #5 BAR, W31 �R D31 WIRE, AND SMALLER: 1 1I2" . CONCRETE NQT EXPC?SEQ TO WEATHER NQFi IN CONTACT WITH GRtJUND: . a. SLABS, WALLS AND JC?lSTS (#11 BAR AND SMALLER). . #14 AND NO 18 BARS: 1 1/2" . #i 1 BAR ANQ SMAL�ER: 3/4" . b. BEAMS AND C�LUMNS: . PRIMARY REiNFQRCEMENT, TIES, STfRRUPS, SPIRALS: 1 1/2'" REINFORClNG STEEL: 1. EXCEPT WNERE OTHERWISE NC)7ED, REINFOFiGING BARS SHALL BE GFiADE 6Q EXCEPT TIES, FIELD BENT BARS AND BA�� TO BE WELDED WNICFf MAY BE GRADE 40. AL� REINF(�FtCING BARS �HAL� CONFQRM TO ASTM SPE�. 2. �OFi BARS #8 AND SMALLER, LAP BARS 36 DIAMETERS AT SPLICES {N CONCRETE. DfJ NOT WELD OR USE MECHANICAL SPLICING DEVICES UNLESS APPROVED BY ENGINEER. 3. HORIZQNTAL BARS SNA�L BE CUNTINUQUS C3R CAPPED WITH GC?RNER BARS AT Cf�RNERS. PROVIDE (2}-#5 BARS EXTENDING A MINIMUM QF 2 FEET BEYQND EDGE OF A�L UPENiNGS C?R STEPS. 4. EXTEND REINFORCING STEE� A MINiMUM C�F 2 FEET THRC?UGH COLQ JOINTS. C(70RDINATE A�L �OLd JQINT LC?GATIQNS W1TH ENGINEER. 5. WE�DED WIRE FABRCC SHALL GONFORM TO ASTM SPEC. A-185. !AP WELDE€� WIRE FABRIG A MINIMUM OF TWO FUL� MESN GI�IDS. STRUCTURA� WC?t�Q FRAMING: 1. EXCEPT WHERE NQTED OTNERWISE, ALL 2" NOMINAL LUMBER EXCEPT STUDS SF-{ALL BE DQUGLAS FIR-LARCH #2 AND BETTER. ALL SC?I.ID TIMBER POSTS AND BEAMS 3" N4MINAL AND WIDER SNALL BE DOUGlAS FIR-L/aRCH #2 UNLESS NC3TED OTHEFiWCSE ON PLAN. 2. STUDS SHA�� BE STUD GFiADE ANQ BEfTER HEM FIR C?R DOUGLAS FIR-(ARCH. 3. FOUNDATION PlATES QR SILLS SNALL BE BOLTED OR ANCHOREQ 7fJ THE FUUNDATIQN WITH NQT LESS THAN 7(2" DIAMETER STEEL BQLTS QR APPROVED ANGHURS. BQLTS SHALL BE EMBEDbEQ AT LEAST 7" INT(� CC}NGRETE (�R MASONRY, AND SPACED NQT M�RE THAN 4 FT APART. THERE SHALL BE A MINIMUM OF TWO BOLTS OR ANCHC?R STFiAPS PER FIECE WITH ONE BC3LT QR ANGHOR STRAP Lt?CATED NOT MORE THAN 12" (?R �ESS THAN 4" FRQM EACH END OF FACN PIEGE. A PROPERLY SIZED NUT AND WASHER SHA�L BE TIGNTENED {�N EAGH BOLT TO THE PLATE. 4. BOTTOM PLATES OF INTER{OR BEARING WALLS SUPPORTED aN Ct'�NCRETE SHALL BE DRIVE-PINNED WITH PUWDER ACTUATEQ SIMPSON PDPW-300 OR EQUIVALENT. IF CONGREfE IS NEATED CONNECT BC3TTUM PLATE WITH L#QUID NAILS NEAVY DUTY �N-901 QR EQUIVALENT. 5. BC?TfCJM PLATES 1N CC?NTACT WITH C�NCRETE SHALL BE PRESSURE TREATED LUMBER t�R A LUMBER C7F NATURALLY DURAB�E MA7ERIAL. 6. WQOD BERMS BEARING IN BEAM POGKETS IN CONCREfE (7R MASONRY WALLS SHAL� BERR pN A 7REATED 2x BEAFi1NG BLC3GK. PROVIDE 112"' CLEARANCE ARQUND END OF WOQQ BEAM. PRC?VIDE 2x TREATED BLQCKING EACH SIDE OF SEAM AT BEARING. 7. BLOCKING WITHIN F�OQFi J(�IST SPACES BENEATH POSTS NdTED ON PLAN SHALL BE OF EQUIVA�ENT AREA C}F THE CQLUMN ABC7VE. SINGLE STUD TRIMMERS DO NOT REQUlRE ADDITI4NAL BLQCKING IN THE FL{JQR. 8. BOLTS USED IN FRAMING CC}NNECTiONS SHALL BE INSTALLED WITH STANDARD WASHERS AND NUTS. 9. REFER TG THE 20Q9 IRC TABLE R602.3{1} C7R 2Q09 IBC TABLE 23p4.9.1 F(�R MINIMUM FASTENING SCHEDULE. A COPY C}F THIS TABLE CAN BE PRQVIDED UPON REQUEST. AS STATED IN SECTIC7N 2304.9.5 (�F THE 2�091BC SEC710N 2304.9.5: FASTENERS IN CONTACT WITH PRESERVATIVE-TREATED AND FlRE-RETARDANT-TREATED WC}GD SHALL BE OF HOT-DIPPED Z4NC-Ct}ATED GAL.VANIZED STEEL, STAfNLESS STEE�, S1LIC�N BRt�NZE QR CC}PPER. FASTENINGS FC7R W04D FOUNDATIQNS SNALL BE AS REQUIRED !N AF&PA PWF. 10. UNLESS NOTED (�THERWISE, STEEL CO�INECTQRS SHALL BE USED T4 JOIN RAFTERS, JOISTS AND BF�iMS SUCH AS SIMPSON STRONG-TIE CONNECTQRS OR EQUIVALENT. CQNNETORS l'HAT ARE USEQ IN EXTERIC�R APPLICATIdNS AND 1N CONTACT WITH PRESERVATIVE-TREA7ED WOUD SHAL.L HAVE COATING TYPES AND WEIGHTS IN AGC4RDANCE WITH THE TREATED W0C7D OF CONNECT�R MANUFACTURERS' RECOMMENDATIONS QR IN ACCORDANCE TO IBC SECTION 2304.9.5.1. 11. WOOC► NAILER PLATES QN STEEL BEAMS F(�R TQP-FI.ANGE HANGERS SHALL BE RIPPED TQ MATCH THE STEEL BEAM FLANGE WfDTt-I AND DRIVE-PINNED WITH TWO ROWS POWDER ACTUATED SIMPSON PDPW-2Q0 t}Fi EQUIVALENT. 12. MANUFAGTURED JOISTS SNAL� BE FFiC}M AN APPROVED MANUFACTUREFi !N THE SIZES AND SPACINGS INDICATED t�N PIAN. IF JOISTS FROM A MANUFACTURER �THER THAN THAT SPEClF1ED ARE SUBSTITUTED, COh1TACT ENGINEER TQ REVIEW SPANS, LOADING AND CONNECTlC?NS. FQLLfJW THE MANUFRCTUF�ER'S RECC7MMENDATIC?NS REGAFiQiNG BLOCKING, BRACING AND WE8 STIF�ENERS. 13. EXTERIOR WA�LS SHALL BE 2�c6 STUaS @ 16" ON CEN7ER OR AS DESCRIBED BEL�W, UNLESS NOTED C}TNERWISE QN PIAN: . WALL HEIGHTS 12'-6 AND LESS: 2x6 �TUDS @ 16"' . WAL.L HEIGHTS FRQM 12'-6 THROUGH 14'-6: 2x6 STUDS � 12"' . WALL HEIGHTS FROM 14'-6 THROUGH 17'-4: (2}-2x6 STUDS @ 16" . WALL HEIGHTS GREATER THAN i7'-4: GONTAGT ENGINEER CAP WITH A DOUBLE 2x6 TC?P PLATE QVERLAPPING AT CQRNERS AND AT INTERSECTI(3NS WITH OTHER PARTITIQNS. iF OVERLAP IS NOT PC}SS1B�E, STRAP TQP PLATES WITN STEEL STRAP TIES (SIMPSON 57292) AT TI-IE OUTSIDE CORNER. . GABLE END WALLS SHALL BE BALLC74N FRAMED TC7 THE BOTft�M OF z RAFTERS, L(JOKCJUTS UR GABLE END TRUSS. . WA�LS SHALL BE SHEATHED WITH 7i16° THICK APA RATED PLYWQaD OFi OSB SNEATH(NG RATED 24/16, EXPUSURE 1. BLOCK AL� HQRIZONTAL J(�INTS: 8d NAILS AT 6"` AT PANEL EQGES AND 8d NAILS AT 12" AT INTERMEDIATE SUPPORTS, . PRCiVIDE (3}-2x10 HEADERS OVER ALL D(�C1R AND WINDOW C}PENINGS WITH C7NE 2x6 TRIMMER AND ONE 2x6 KING STUD EACH SIQE UN�ESS NOTED OTHERWISE. . NUMBER OF STUDS 1NDICATED ON PC.ANS FOR BUI�T UP POSTS AFiE TRIMMERS 4NLY AND DC? N(�T INCLUDE KWG STIJDS. . ALIGN JOISTS QR RAFTERS 70 BEAR WITHIN 5"' OF STUDS BE�OW. 14. INTERiOR LUALl BEARING WALLS ARE 2>t4 (1R 27c6 STUpS AT 16° O1V CENTER t WITH 1I2"' GYPSUM WAL� BOARD B07H SIDES. CAP WI7H A D�UBLE TOP PLATE TO. PRQVIDE C?VERLAPP4NG AT CORNERS AND iNTERSECTIQN WITH PARTITIC7NS. IF OV�RI�IP IS NQT PQSSIBLE, STRAP TOP PLATES WITH STEEL STRAP TIES (SIMPSON ST292} AT 7HE t�UTSIDE C(JRNER. . PROVIDE (2}-2x10 HEADERS QVER AL� QOC?R ANQ WINDOW OPENINGS WITH ONE 2�c4 t�l� 2>c6 TRIMMER AND QNE 2x4 OR 2x6 KWG STUD EACH SIDE UNLESS NOTED OTHERWISE . NUMBER OF STUDS IN[�ICATED (7N PLANS FOR BUILT UP POSTS AFiE TRIMMERS QN�Y AND DO NC3T INGLUDE KiNG STUDS. . pLIGN JOISTS OR RAFTERS TC} BEAR WfTHW 5" OF STUDS BEL(�W. i5. AT BEAM BEARING LQCATIONS IN STUQ WAL�S, PROVIDE MULTfPLE-STUD PQSTS EQUA� TO WIDTH OF BEAM UNLESS Nf�TED OTNERWISE. � 5. FLO(�R SNEATHING: PRC)VlDE 3/4" THICK APA RATED STURDIFLQOR RATED AT 24" CiN CENTER TQNGUE AND GRQOVE EXPtJSURE 1 FOR ALL FLQOR Ct�NSTRUCTION. GLUE AND NAIL PANELS TO ALL SUPPORTS; 8d NAILS AT 6" AT PANEL EDGES AN[7 8d NAILS AT 12° AT lNTERMEDIATE SUPPC7RTS. INSTA�L SHEATHING WITH LQNG DIMENSIQN PERPENDICULAR TO JOfSTS AND STAGGER J�lNTS. 17. R{?OF SHEATHING: PROVIDE 5/8" THICK APA PLYWOQD SHEATHING RATED 40/20 EXPOSURE 1. WSTALL SNEATHING WITN L(aNG DIMENSION PEFiPEN�ICULAFi TU THE SUPPCIRTING MEMBERS AND STAGGER JOINTS. NAILfNG: 8d NAIL5 AT 6" AT PANE� EDGES AND 8d NAILS AT 12" AT WTERMEDIATE SUPPORTS. . PR(JVIDE WlND/SEISMIC ANCH�i�S AT SUPPORTS FOR ALL RAFTERS, TRUSSES AND �OQKC}UTS. PROVIDE SOLID BLUCKING RANELS BENVEEN ROOF FRAMING MEMBERSAT BEARING TO PREVENT RC3LLIRIG. 18. LAMINATED VENEER LUMBER (LVL) SHAL� HAVE THE FOLLQWING MINIMUM PRC?PERTIES: . FLEXURAL BENC7ING STRESS: 2600 P�I . MC?DULUS C}F EL.ASTICIT'(: 1,90Q,OOQ �SI . TENSIQN PARALLEL TQ GRAIN: 1850 PSI . G(aMPRESSION PARALLE�TO GRAIN: 231Q PSI . COMPRESSION PARALLELTC} GRAIN: 750 PSI PERPENDICULAR TC? GLUE LINE . HQRIZONTAL SHEAR: 285 PSI FC}LLUW THE MANUFACTURE(�`S RECC?MMENDATI{JNS REGARDING BL�CKING, BRACING AND WEB STIFFENERS AND MULTIPLE MEMBER CC}NNECTIONS. 19. PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BYA COLQRADO REGISTERED ENG(NEEf� Tt? SUPPORT THE FULL DEAD AND �IVE �4ADS. TNE FABRICATOR SHALL DE7ERMINE WEB AF3RANGEMENT AND MEMBER FURCES LUAD DURATION FAGTQR FOFi SNOW LOADS IS i A. SUBMIT CALGULATI�NS AND SHQP DRAWINGS T(� ARCHITECT OF ENGINEER FpR REVIEW F'RIpR TC3 FABRICATION. THE TRUSS MANUFACTURER SNALL SPECIFY ALL TRUSS TO TRUSS CONNECTI(7NS. LATERAL BRACIN� C?F TRUSSES SHALL BE INSTALLED AS REQUIRED BYTNETRUSS MANUFACTURER. STF�UGTURAL STEE�: 1. FABRICAT(QN ANLl ERECTIC?N OF STRUCTUFiAL STEEL SHALL BE !N ACCC}RDANCE WITH THE Mt�ST CURRENT PUB�ICATIONS OF EITHER AISC-LRFD, AISC 335 OR AISC-NSS. SPEGIFICATIONS AND GC)DE OF STANDARD PRACTICE. 2. STRUCTURAL S7EEL R4LL.ED SHAPES SHALL BE ASTM A50. TIiBE SHAPEa SHALL BE ASTM A5t70 GRADE B. PIPES SHAL� BE ASTM A53 GRADE B OR ASTM A501. 3, ALL BOLTS USED IN STEEL FRAMING SHALL CONFORM TO ASTMI SPECfFICATION A325. ANCHOR BQLTS AND BO�TS (INCLUDING LAGS} USED W TIMBER CC7NNECTI(�NS MAY BE ASTM A307. 4. TORQUE iNSPECTION SHALL BE PROVIQED A5 REQUIRED BY 7HE BUILdING INSPECTUR. 5. EXPANSION BOLTS SHALL BE WEDGE IYPE "SIMPSON STRQNG-B4LT' OR APPROVED EQUIVALENT. MINIMUM EMBEDMENT SHA�L BE 8 DIAMETERS UNLESS NOTED QTHERWISE. PLACEMENT MAY REQUIRE SPECIAL INSPECT(C}N IN AGCQRDANCE T(.7 SECTiUN 1704.3.3 OF THE 2009 IBC AND LO�AL BU(LDING QFFICIALS. 6. EP�}XY ANCHORS SHALL BE "SIMPSt�N SET-XP° C}R pPPR4VED EQUIVALENT. MINIMUM EMBEDMENT SHALL BE IN ACCQRDANCE T4 MANUFACTURES FiEGOMMENDATI4NS UNLESS NQTED O7EfiW1SE. PLACEMENT MAY REQUIRE SPECIA� INSPECTIQN IN ACCORDANCE TtJ SEGTIt�N 1704.3.3 OF THE 2009 IBC AND �OCAL BUILDfNG 4FFICIA�S. 7 ALL WE�DING SHALL BE DUNE BY AN AWS GERTIFIED WELDER. FfELD WELDS MAY FtE4UIRE SPECIAL WSPECTIQN IN ACGC?FiDANCE TQ IBC SECTION 1704.3 AND LC?CA� BtJILDiNG C3FFICIA�S. 8. DELAY PAINTING W(7HIN 3" OF FIELp WELDS UNTI� WELDS ARE C4MPLETED. 9. STEEL ANG�ES TNAT ARE USED TC? SUPPOR7 STONE VENEER AND ARE IN CONTACT WITH CORROSIVE SOILS SNALL BE GALVANIZED AND SNALL BE ATTACNED TQ THE FOUNDATkQN WITH GA�VAMZEQ C?R STAfNLESS STEEL Ah�CHC?RS. 1t3. SiEEL BEAMS BEARING IN CONCRETE OR MASONRY BEAM POCKETS SHA�� BEAFi ON 1" MINIMUM OF SHIM AND ALL VOIDS SHALL 8E F{LLED WITH NC�N-SHRINK GROUT. _ _ _ .__ _ _ _ STRUCTURA� G�UED IAMINATED TIMBER BEAMS (G.L.): 1. ALL GLUEQ LAMINATED TIMBER MEMBERS SHALL BE MANUFACTURED AND IDENTIFIED AS REQUfRED IN AITC A190.1 AND ASTMD 373�. 2. ALL MEMBERS SHA�� BE AFiCHITECTURAL APPEARANCE GRADE UNLESS NOTED OTHERWISE BY THE ARCHITECT. 3. ADHESIVES SHALL MEET THE ftEQUIREMENTS FQR WEf CQNDITI4NS OF SERVICE. 4. MEMBERS SHALL NOT BE CAMBERED UNLESS NOTED ON PLAN. 5. L/�MINATED MEMBERS SHALL BE FABR(CATED USlNG Q�UGlAS FIR. COMBINATION SYMBOL FC}R ALL BEAMS AND GIRDERS SHALL AS SPECIFIED ON PLAN. COLUMNS SHA�L BE COMBINATI(7f� SYMB�L 3. BACKFILLING PROCEDURES: 1. VERIFY IYPE QF FIL� WITH GEOTECHMCAL ENGINEER. 2. CONCURRENT BACKFILLING C}F EAGH SIDE OF RETAINING WA�LS TC} FINAL GRADES IS REQUIRED UN�ESS TEMP4RARY SHQRING IS INSTA�LED. DO NOT BACKFIL� AGAINST RETAINING FUUNDATiC?N WALLS UNTI� SUPPORTING FRAMING ELEMENTS AfiE IN PLACE, t�R ADEQUATE TENiPORARY SHQRING IS INSTALLED. GRC}UT: 1. GRC7UT BENEATH C(:7LUMN BASE PLATES AND STEEL BEAM BEARlNG PLATES SHALL BE NQN-SHRINK, NON-METALLIC GF�pUT WITH A MINIMUM CUMPRESSIVE STRENGTH t�F 250� PSI. GENERAL FiEQUIREMENTS: 1. GHECK A�L DIMENS(UNS AGAINST ARCHITECTURAL DRAWINGS PRIQR TQ CONSTRUCTION. DQ N(�T SCA�E DRAWINGS. CONTACT ENGINEER IF DISCREPANCIES IN DIMENSIC?NS ARE DISCOVERED. 2. THE STRUCTURAL DRAWWGS DESCRIBE THE COMPLETED STRUGTURE. THESE DRAWINGS HAVE BEEN PREF'ARED FQR.THE USE OF A QUALIFIED CONTRACTpR W{TH EXPERIENGE IN THE CaNSTRUCTION SYSTEMS AND TECHNIQt�ES DESCRIBED. THE CQNTRACTOR SHALL PRQVIDEADEQUATE SHORING AND BRACING IN THE PROPER ScQUENCE, AS MAY gE REQIlIRED TO ACHIEVE THE FINAL COMPLETED STRUCTURE. THE SEQUENCE OF CONSTRUCTION IS THE RESP4NSIBILITY OF TNE CC}NTRACTOR. CONSULT WITH THE ENGINEER F(7R SHQRING DESIGN AND REC4MMENDATIQNS (NOT IN CQNTRACT}. 3. THE CC�NTRACTOR IS RESP(�NSIBLE FOR THE MEANS, METHOQS SEQUENCES AN[3 PROCEDURES FOR CONS7RUCTItJN OF THIS PRC}JEGT. NQTIFY STRUCTURAL ENGINEEFi OF ERRORS OR C?MISSIONS IN THE CONSTRUCTIUN QOCUMENTS IMMEDIATELY. DO NOT PROCEED UNTIL ERRORS OR OMISSIQNS ARE RESOLVED. Ct�?QRDINATE REQUIREMENTS F�R ALI. PENETRATIONS THRC�}UGH STRUCTURAL MEMBERS WITH STFiUCTURAL ENGINEER. JOBSITE SAFETY IS THE SQLE RESPONSIBILITY QF THE CC}NTRACTQR. 4. QSSERVATION VISITS BY THE STRUCTURAI. ENGINEEFi RRE FO�i DETERMINATIUN OF GENERAL Ct�MPL1ANCE WITH THE CONSTRUCTION DOCUMENTS. THIS OSSERVATION VISIT IS NQT AN WSPEGTION. THE CONTRACTOR SHALL CONTACT THE ENGiNEER AT THE APPRC}PRIATE T1ME TO SCHEDULE THIS VIS1T. 5. SUBMIT SHOP DRAWINGS TO ENGINEER FOR STRUCTURAL STEEL & MANU FACTURED Ti�USSES FOR REVIEW PRIOR TO FABRIGATION OR CUNSTRUCTION. 7HE ARCHITECT AND/CiR CQNTRACTOR ARE RESPQNSIBLE FOR VERIFYING DIMENSIONS AND QUANTITIES. THIS REVIEW IS FOR GENERAL C4MPLIANCE WITH THE INTENT QF THE STRUCTURAL DRAWIN�S. 6. WHILE EVERY EFFURT IS MAQE TO PROVIDE A COMP�ETE AND ACCURATE SET OF CONSTRUCTION DQCUMENTS, ERRORS 4Fi 4MISSfONS MAY 4CCUR. RE�EASE QF THESE DRAWiNGS ANT(C(PATES CQNTINUED Ct�QPERATfON AND CQMMUNICATI�N BETWEEN THE CC?NTRACTOR, ARCHITECT AND ENGINEER TO PROVIDE THE BEST PQSSIB�E STRUCTURE. ! • � a's ' i � � � � ' � i p '• � � ' i � # � ' i / i � '• i � � • � � I : '` '• ' � � . . Q ' • •' � •11 � � � s � 1�1� " � � " � ' • � Q i � Q' i � : .. � s � � � � � ' ' i •' !� . _ STEEL COLUMN BEARING PLATE SGHEDU�E: SCA�E: 3/��� = 1'-0 R TYPE THICKNESS PIAN VIEW ANCHQRS FTG. NOT SHOWN .=,� T � (4)-1/2°QSx8° EXP.ANCHORS 1Q 3!4" ° OR SIMPSON TITEN HD 1��t � �.�� �°Ia r 1fl" ��� 4a� �� ���� �N .� (2}-1 /2"QSx8�� � ��$„ EPCIXY ANCHORS OR SIMPSON _ d. TITEN ND � 1�� 11° CONCREfE WALL 11 �� �' � i�� .� i�� 4 4 �N � (2)-1/2"�Jx6�� � 5�$„ - - EPt�XY ANCNORS . QR SIMPSOh1 �-�,� � ° TITEN HD 4i�� 4��� 4 4 CONCREfE WALL �� ��� ��� CONCRETE WALL '�� c�f 'n a> (2) -1 /2"0x6" � = EPdXYANCH4RS � 5�8 Oft SIMPS(�N � T1TEN HD ��� 5�� 1��� �" ABBREVIATIUNS �fST A.B. ANCHOR BOLT ABV. ABdVE ADJ. ADJACENT ALT. ALTERNATE ARCH. ARCHITECT B�KG. BLOCKING BM. BEAM BM. PKT. BEAM POCKET BRG. BERFiWG CANT. CANTILEVER CLI�. CLEAR COL. C(JLUMN CONC. CONCRETE CONT. CONTfNUOUS C.P. CRIPPLE PQST DWL. DOWEL EA. EACH EQ. EQUR� EXP. EXPANSION F.D. FLOC}R DRA{N FTG. FOOTING G.L. GLUEd LAMINATED HQR. HEADER HOFiIZ. HtJRIZONTAL INFO. INF�RMATION INV. INVERTED JSTS. JQISTS TS COL. PER PLAN BLOCK OUT FOR COL. PLACEMENT 1i2° EXPANSION MATERIAL 5" CONC SLAB PER PLAN - � � ■ � . ' • �: !I , ,��-=. SEE SCHED. FOR REINF. e . . .a• . . �. s- -r- K.S. KING STUD LLV LpNG LEC VERTICAL LONGIT. LONGlTUDINAL ��� LIGHTWEIGHT LVL LAMINAiED VENEER LUMBER MANF. MANUFACTURER ���� UN CENTER R PLATE REF. REFERENGE REINF. REINFORCING SCHED. SCHEDULE STL. STEEL T TRIMMER T•B� THROUGH BO�T T&G TONGUE & GROQVE T� T(JP OF TdF TOP OF FOOTING TOW TOP OF WA��. TRANSV. TRANSVEF�SE TRTD. TREATED �S TUBE STEEL �P• TYPICAL VERT. VERTICA� ��F VERIFY IN FfELD W.P. WATERPROC3F W! WITH � ��� EQ. [1] BASE (i? : BASE F�.3/4°x10"'x0'-10 W/ (4)'1/2" Qi x 1p�� EXP. ANCH.'s OFi S(MPSON TITEN HD ON 1" MIN. SN(M & NON-SHRINK GRt?UT 5" CC�NC SLAB PER PLAN 8° THICKENED SLAB @ BLOCK OUT REF. DETAIL 21S1 � PER PLAI 'r � ' a �,�. � � Tt7 SLAB � , .. . . • a . b e � � 8" � � � � U �� � CU �.. .�.... EQ. I. � �i� REMAINDER dR INFQ. --,,,� NOT SHOWN FQR CIARITY 1�" Q CC7NN.: � ` BRG. SADDLE: BR�. � - 5/8°xBM. WIDThlx1'-0 Wl SIDE I�S - 1/4'k1'-0`ki'-2 W/ (2}-3/4"' QJ T.B.'s � .... �., PE_R PLAN �� TQ STL. STL. BM. PEf� PLAN -----,,� �a" FiEMAINDER OF INFO.-----� NQT SHOWN FQR CLARITY \ CAP �.:518°x 7 114" x BM. � WIDTH W/ (2)-1/2" f�i T.B.'s QNE EA. SIDE OF WEB} � ..., 5" CC}NC. SIAB --� PER PIAN PER P�AN TC7 SIAB in , � �'�� . 1"-6" MIN. ���� a � << � . . .. ,_,� � a �a c� T r � 3/16�� 1' . I � 1/4° FITfEO WEB STIFFENERS EA. SIDE A'ifl #4 CQNT. @ NC?SIN�, TYP. 5" CONC. StAB PER PLAN 5" CaNC. SLAB PER PLAN ..., � ,. . . . � O • �d #5'S x 1'-6 @ 24" (2)-#5's CONT. HORIZ. TC7P & BOT OPTION 1 y s ,:. �. . ..., TO SLAB #5'S x 1'-6 @ r (2)-#5's CONI TOP & BQT C3PTION 2 , � � � i a. . a4 a � e . `� • � 4 ' M a �4 . J' ° ��*.. EC2. EG2. • • . � 1'-6 � 6 �y 2�cSTUG PARTY WALL� REF. RRCH. FOR SEPARATIQN 16d D�MVE P(N� C� �6" O.G. (IF SLAB IS HEATED GLUE 8C"�T. �} Q, . Q, � . :° � � � 2xSTUD PARTY WALLS FiEF. ARCN. FOi� SEPARATIUN 16d DR1VE PINS @ 16" U.C. (IF SLAB iS HEATED GLUE BOT, f�) � 1 �, ,�. ..� . +r� w . • .• � � �i � � • . «� rr • • • . . �► • rr nr r ♦ • • � i M ,�,Str-, u`a :� � � • s�,�� � � �� �� �� � � � � � O� �, k � µ 3� �ry. N�� � :� $ � � y :� � � �+ � ������ ' � r rx�� G� � � � t � �;� � { � � �� � � � N ��� �� � f � �� ��� , r� ''; � � r 3� � �� � ��z� r � �,,�, ���� W � �k � x ,� ``�� :��,�� : � �� "�f ��� �` � � � ��� '4 ' Y : �v �""i��..��'il ;� rv �� �� � � y ����� :� .Fh Xr' tks� �8 - P� � , '�". �� � � � �`� � ����'t �,� � *���� .� `'; �; a � ��� � �� � ; � � �� �� ������,;,������ ����r �����,� ����` �� ����� :������:��� ���� � ;�����.�`. ��_� ���.����.������. ��� � ,.,��� � .s_,_�u.� "'Y,'�t..�.?.. ��~ �t„"x..M� �. ..�. x.�_��,,� �....��!� �.�.�� . ��. ��:�, � " ��� , �.a�.�.,�����'''�..�... �.m�,�� M��>, l..1�. � � � � � � �...�. � � � � � � � � � �- \ ,,/ � Y ♦✓ ./ � � ��.LJ � \,.../ � ~ � � � � �� � � ''`�., � � t � �r...� � J � (T. (� � � r r � 1�1� � ' � w ' � . � � ■ � 1 . . /� . � � �e i , � • � i � � �, � �� � � � � MULTlP�E 2x — COL. REF. PtAN REF.SPREAD - FC?QTlNG SCHED. SHEET S2, FOR RE�NF. PER PLAN To s�as � � . � . ° • d , 16d DRIVE PiNS @ 16"' C?.C. IN C�NT. TFiEATED 2�c R QF St�1B IS HEATED GLUE �TC} GCiNCRETE) 5�� CONC SIAB PER PLAN a. ..d� .� . . � . . •4 4 . � �n . �d': . .. d . .. . , ` ���'{ � �� / � � !_7iJTULJ � 5" CC}NC. SlAB PEFi PLAN BRG. WALL r � 16d DRIVE PINS @ 16° O.C. QF SI}1B {S HEATED GLUE BUT. f�} .e. . � , ..�y . ,a'.a :4`. ' • ,� . • . �'.. ' � Cn a .. � a : •.' a ° ,�a C? • Q r � ' � #5's x 1'-6 @ 24" EQ. EQ. ac (2}-#5's C4�NT. HQRIZ. t�.� t� TC}P & BOT ��_p�� � C}PTIC)N 1 #5'S x 1'-6 @ 24" Vu 4+V�1�. Jt158 PER PLAN PER PIAN �2>-#5's CC�NT. HdRIZ. To� & goT OPTI�N 2 TS Gt3L. PER PLAN 1/2" EXPRNSION hAATERiAL 5° CONC SLAB PER PLAN - . . .. . ' � II� • . �+� SEE SCHED. FOR REINF. ' '.a (1)-#4 CUNT. PER PLAN .... QM� 2'-0 #4 DVULS. x °� @ 48° C}.C. `� (2)-#5's CONT.— TOP & BOT. PER PLAN TQF .� �...• �_.__.-• , r � � s • � � d a� . d d. . � �•, , .a *d. � •""�`�. , , • ' �a� •' 4 . ,a� . ■� r� � � • ♦ • �.�. .�.�� �� II� 2xSTUD BRG. WALL 16d CiRIVE PINS @ 16" O.C. ��F s�,� is ��a-rE� ��u� eoT. �} < , .a � � �n tD =1 BLQCK OUT FOR COL. PLACEMENT 1� BASE �, : BASE �? 314"�1o'k0'-10 W/ (4)-1/2° !?1 x 10" EXP. ANCN.'s t�R SIMPS�N TITEN HD t}N 1" Mlhl. SH1M & NC?N-SHRI1vK GROUT . , a " n • °' . W � . � Gl ECi. -� w c� s � � � � w cL SCALE: 3l4"' = 1'-0 . A � � � � • � r � , • i' • . `i�i .. ti: �;. .+: �L :v L. ,+:- �ti;.�- ' t�w�i�'w"�%�%�i�i�%�i �s� -- - - - - ��� . ��� . � .� . •d q • a' � . . Q '. �Q. ��� �. . PER PLAN . #5 DWI.S. x � � � 4s° o.c. �- _ ��� {1}-#5 CONT. MID-HT. SCALE: 3/4" = 1'-fl i : o�� c�� ..,, ..�� ,., ,.,. . ,w • . • .• � � i• • . s 1 � � � • • . . • • ,rr n. • • � � °� � �.�`€ ��.�? � ������� ��� ���� � � �:.,.� ��� � �. � .- 7�,� -- t �. �� � � �; GO��� $� `�� ��. r�� ��' �,.A� :.x � � : �u z � s r� ' ���k n. � � •� � � �� �� � � �� � # 1 � , � P� a� E c T: o�o�-� � CIRAWN BY: TFA REVIEWED BY : JPL D A T E: PERMIT Ofi.27.12 REVI�iQ�1S: REV C}8.15.12 � �� � � ♦ � � � � INDICATES 2xi2 STRUCTURAL SUB-FASCIA, TYP. CANT. 2x10 @ 12" SISTERED TO � PACKED C�UT J(?IST W1 {3)-12d (3 1f4"` BOX NAiLS) @ 12° ALONG I.ENGTH INDICATES CONT. 2>c1 RlM-BOARD, IYP. CANT. ,lOISTS a� CLC}SET lNDICATES CC?NT. 2x10 LEDGER- W1(4}-i2d NAILS & (2}-3116" Qf x4° TIMBERLC?K @ 16" O.C. �� �.. , •� .: . ;�,.� . INDICATES CONT. 2x10 RIM-BQARD, TYP. CHANGE FROM DRIP-THRU DECKWG T(� DEGKING C}N SLEEPERS dVER W.P. MEMBRANE & FLASHING PER ARCH. TYPICAL EXTER(OR HEADEi�S ARE (3)-?�10's W/ (1)-2x6 TRIMMER & (1)-2x6 K.S. EA. SIDE, INDICATED THUS �� � ��� i � ��� '� ♦ � ♦ , , � P(AN NOTES: 1. FLQOR J(?ISTS ARE 91l2° BCl/6000 SER[ES @ 16" UNLESS NC}TED OTHERWISE 2. FLOC7R BEAMS AF3E FLUSH FF3AMED UNLESS NOTED °DROPPED" 3. TOP QF STEEL BEAM ELEVATIONS ARE NOTED: (####'-##) 4. FLOQR SHEATHING IS 3/4° T&G APA RATED STURDIFLOOR, EXP. 1, SPAN RATING 24'" O.C. 5. ROQF RAF-fERS ARE 2x12`s @ 24" Ci.C. UNLESS NOTED C}THERWISE. � 6. RC}QF SHEATHING IS 5/8" APA RATED SNEATHING, EXP. 1, SPAN RATING 40/20. 7. PUSTS CONTINUOUS BELC)W ARE INDfCATED: � PC?STS FR4M ABQVE NOT Ct�NTINIJ(7US BELOW ARE WDICATED: ❑ 8. INTERIUFi STUD 8EARING WALL� ARE INDICA3ED: ��!�i��'/� 9. Q iNQICATES CONNECTION TYPE. REFERENCE SGHEDULE SHEET Si. 10. ❑ INQICATES BASE PLATE TYPE. REFERENGE SCHEDULE SHEET S1 11. NUMBER OF STUDS lNDICATED UN PLAN FQR BUILT UP PUSTS ARE TFiIMMERS QNLY AND DO NC1T INCLUDE KING STUDS. 12. DO NOT SCALE DRAWINGS. , INDICATES C(JNT. 2x12 CANT. Jt31STS & ENDS C}F �M.'s �ia POSTS ABC}VE INDIGATES CONT. 1 114x 91/2 �SL VERSA S►'RAND ��n�-�aa,�a, -r��. CANT. JOISTS & ENDS �F BM."s � �. '.{ ;� i �`; $��;���� ��������. ����' �u � �� a ��.n.�� ����; . , .ir • , • .f � � •a r � • � � • �r . . • • rr .r � • ■ • � N C C3 � � � -- ��� � � ���� �� �-..jd-t2.. � � �� i � �* `� � i �� '� . � , � r � � i �' ���• ,� � � � j � � � � � ■ � i � ..y: ..• �. . . . ,. - .: r� � ,�� � ���� � � n �, � � r �� u��� �� �� x�, „��;. �`� -- � � � I INDICATES 2x12 STRU(�TURAL — SUB-FASCIA, TYP. � INDICATES 2�t12 L(�(�Kt?UTS @ 24°, 7YP� � � ( � � � � l� � I-= -- = � �i � i i�ii�� �����i �s�E�� �� ��� �____ � � � � � � _ INDI�ATES DECK BELQW, TYP. • •- • -�s w � �i r.n - - - - - - - -- - _ � � INDICATES DECK BELOW, TYP. TYPICAL EXTER{OR HEADERS ARE (3)-2�ci0's W/ (1}-2x6 TRIMMER & (1}-2x6 K.S. E�1. fi1�7F INf11C:AT�f� THI 1.'', ItVDICATES C1ECK BELt�W, TYP i � � � � � � t 1 V�..J 1 1�l'1�V 1� 1� 1�� ( Lt'1� SCA�E: 1I4" = 1'-0 PLAN NOTES: 1. RQQF RAFI'ER ARE 2x12's @ 24" O.C. UNLESS NOTED C?THERWISE. 2. ROOF BEAMS ARE DROPPED FFiAMED UNLESS NOTEQ "FLUSH". 3. ROC�}F SHEATHING IS 5/8" APA RATED SNEATHING, EXP. 1, SPAN 13ATWG 40120. 4. POSTS CONTINU4US BELOW ARE INDfCATED:� PC3STS FR{7M ABt}VE NOT CONTINUOUS BELOW ARE INDICATED: ❑ 5. INTERIQR STUD BEARING WALLS ARE INDICATED: �� 6. Q INDICATES CQNNECTI�N TYPE. REFERENCE SCHEDULE SHEEf" S1. 7. ❑ INDICATES BASE PLATE lYPE. REFERENCE SCHEDULE SHEET S1. 8. NUMBER OF STUDS INDICATED UN PLAN FQR BUILT UP P�STS ARE T(�IMMERS ON�Y ANQ DO NOT INCLUDE KWG STUDS. 9. DQ N(�T SCALE DRAWINGS. INDICATES DECK BELt7W,1YP. � e � I I � � ^ � � — � I � � � � � � � � � � � � u _____ INB(CATES DECK BELpW, TYP. 2x12 BLKG. BTWN. RAFTERS 2x12 RAFt�ERS @ 24" Q.C. /C\ 111.-! AIA11 C+ IA17Pt GA 1!'1f11!/'11 IT INDICATES 2�c12 —� STRUCTURAL FASCIA, TYP. 2x12 BLKG. BTWN. LOC?KOUTS � 2x12 L(?(JK(�UTS @ 24" O.C. 2x6 EXTERI(?R WA�L RAFTERS UR TRUSSES PER PLAN ,�.,.. .. .. . : - • � INDICATES 2x12 STRUCTURA�. SUB-FASCIA, `IYP. INDICATES 2x12 LOpKOUTS @ 24'", IYP. TYPICAI. EXTERIC7R HEADERS ARE (3}-2x10's W/ (1)-2x6 TRIMMER & (1j-2x6 K.S. FA. SIDE, INDICATED THUS 5/8" RQOF SHEATHING PER PLAN s�s° RQQF SHEATHING . �► • . • .� * �. f► • * i * � � irr • a �r . . • ♦ w • a w � � s a � �O� ,� � .� �� � ,; ,v�� il � �N � � �� � �{ , `� �:: ��� ���` i �`� � ��` �� �� �„ �,� ��� ��� ��1� ������ �� � � �� ����w,����� �� � � .- Zc>~-' a �...- � � � � � ii � �r �� ir .� �1 � � � •• � i�i• � � ► i 1 M � ! i � ,� � • � s . � ' IS �i� r � . � � TO DECKING . . ; •. r �� � r � � � � STL. BM. PE 2x BM. WlDl NAILER f£.W, DR1VE-PINS GAP I�: 1/2"x WIDTN x (}"-; (2)-112"fZf T.E TS C4L. CR' P�3ST PER P BRG. l�; 1/2" WIDTN x 0'-1 (4)-1/2'"� T.� EA. SIDE �F STL. BM. PE (VIF STL. HD 114" FIITED � ST(FFENER �r�. ,�iuc QF WEB) �PER RtAN TC.� STL. �PER PLAN TO STL.� (2}-112"f1� T.B.`s @ BRG - 2x10 BLKG. PANELS B1WN. SISTERED JC}ISTS @ BRG. 2x DECKING PER ARCH. CC3NT. 2x10 RIM W/ (4)-10d NAtLS INTCI EA. JOfST 4'-fl" MAX. 1/4° FITTED WEB-- STIFFENER (EA. SIDE aF wEa� �, ..., CAP � 1/2"xBM. WIDTH x Q'-8" WI (4)-1/2"QJ T.B.'s (TWQ EA. SIDE C1F WEB) TS CQL. PER PLAN �CfL+9� �; 1�2°X5 7l2° x I W/ (2}-3/4"f� T. B.'S (3}-12d (3 1/4" BC1X NAILS) PROVIDE 118" ,� °� �2° O.G. 2x6 EXTERI(�R WA�L GAP @ TG1P PACK S1DE OF WEB TWO LAYERS 1I2" PLYWD. CANT. 2x10 @�2" SISTERED TO TfGHT @ BOT. PACKED OUT JC}IST W/ {3}-12d (3 1/4" BC?X NAILS} @ 12" ALClNG LEN GTH 1114 � ,�i,�iiir�,%iiii�iriiii�ii�� i,��ii` Illl���ii�iiiiii`�iiiiiiiiiriii� iiii i°. _�_C i�� '.r_Li .��. i._e�_t. �_�t i�1 ��.'.��.� _ T1� f� 1'-0° PACK OUT WEB W/ 314" PLYWD. C}NE SIDE t7F !-JC}IST �x6 EXI�ERIOR WALL � 6'-0" PER PLAN TC) PLYWD. �H7 I-J(JIST BLKG. BTWN. JOiSTS @ BRG. 3/4" T&G PLYWD. — PER P�AN TO PLYWD. 91/2" i-JOIST PER PIAN - PLY1Nfl. WEB STiFFENERS @ CANT. ' �. y a .v , SEE 2/S5 FQR REINF. INF�. l-JOIST BLKG. PANELS @ 24" IN FIRST JC71ST SPACE WJ , (5}-8d NAILS INTO EA. PANEL, TYP. 3/4° T&G PLYWD. ----� TO 91i2" I-JOIST PER PLAN _ � � ..� ..� ..■ . z � #3 TIES x �' TOP, BOT. °° "' & MID. NT. 8" � � 4 -#5 dWLS. x -' � ( ? �_ _ 6" ,_ � . � � �. 4 •p . SEE 2iS5 FOR RElNF. INFO. G.L BM. PER PL ""' Q CONN.: SIDE I�- 114'"x4'� W/ (4)-112" � T.B LET INTO POST • s �� � i il 2x6 WALL � CONT, RIM BQ. PER PLAN 1/2"Qi x 10" A.B.`s @ 4$" O.C. W CQNT. TRTD. �6 f� < �i7 2x6 WALL CONT. RIM BD. PEFi PLAN 1/2°Qi x 10" A.B.'s �a 48° C}.C. IN CC?NT. TRTD. 2x6 F� SCA�E: 3l4" = 1' � � ;7 : 3/4" = 1'-0 -``�—STONE VENEEFi PER AF�CH. "'------6x6 POST PER PLI1N ,._._..— FIASH AND WATERPROQF Ct�L. BASE PER ARCH. � � � �� + • • �—�. EQ. EQ. REF. SCNEDULE SHEEf S2 L 4x4x1/4x1'-0 R1NG W/ (1)-51$"� x 4" EXP. ANCH EACN SIDE (4 EXP. ANCH's TC�TAL} 1'-0 x 1'-0 [�3 coNC. P�E� REF. SCNEDULE SHEET S2 FOR FiEINF. INFO. =1 TS C4L. PER PLAN BLOCK OUT FOR C4L, PLACEMENT 112° EXPANSION MATERIAL 5" CONC SLAB PER PLAN • . . . � • ��'' �I � ;��..;�. SEE SCHED. F�R FiE1NF. 1/2�� �x�ar�sior� MATERIAL 5"' C�NG SLAB - PEFi PLAN PER PIAN TC� SLAB #5's @ 16" HORIZ. #5's @ 16" VERT.- #5 DWLS, x � `_° - � � s° o.c. i�`;� (2)-#5's CONT.— TQP & B4T. �12� LJ��AIVJ�d� MATERIAL 5" CONC SIAB - PER PIAN i �C 1Q gASE f�: g�s� �,s1���c�a�xo�-�o W/ (4}-1/2" �1 x 10" EXP. ANCH,'s C3R SIMPSON TITEN HD ON 1" (uI1N. SHIM & N(JN-SHRINK GRQUT d . • ' . ' . . , � � A , i? � 4i . '4 A' . iS' • 1 �.... _. ..�. _� � ,_� , � ��� � _ � � � � cc a..��. � _s�.. �.. ...._ �.. ..� .�..� � "' EQ. EG2. �. � > SCHED. WIDTH � .� d • :4 � � ��iri�ii ��� SCAI F� :�/4" � 1' ?�t6 EXTERIC?R WALL 1/2"Q► x 10"' A.B.'s @ 48" Q.C. IN CONT. TRTD. 2x6 I� TC}W ` STONE VENEER � �. PER ARCH. � CC7NT. L 4x4x1/4 WI 112°f� •°a' •' x 4" EXP. ANCH.'S @ 16�� _ (8'-Q MAX. STC?NE NT.) �. ,: '~i �' � . �� �� + . ' a . . � � . �� � � 4 d' 4.• .. � � �6�� pii pn V v W v > #5"s @ 16" HORIZ, #5's @ 16" VERT.- #5 DWLS. x `_° - @ 16" O.C. "� 6" (2)-#5's CQNT.— TC�P & BC}T. ,s � . ;.* .. ►� i '�. � �'. . r.. � • ' d: �Q . . Q. � . • .a • . ��� $,� ��� 2�_0° PER �PkAN� Tta�F Y PER1MEfER DRAIN PEFi GEOTECHNICAL ENG. �C;AI �� :�ld" ,= 2x6 EXTERI(�f� WALI. 1l2°fT� x 10° A.B.'s @� 48"' O.C. !N CONT. TRTD. ?�c6 t� �M�jI STONE VENEER PER ARCH. CQNT. L 4x4x114 W1112�Qi x 4" EXP. ANCH.'S @ 16�� (8'-0 MAX. ST(JNE NT.) TC3F Y PERIMETER DRAIN PER GEt7TECHN{CAI. ENG. 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