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B14-0298 REV1 plans approved
GENERAL NOTES: HA�PERT RESIDENCE DEGK REMODE� JOB#0404-14 13. AT BEAM BEARING LOCATIONS IN STUD WALLS, PROVIDE MULTIPLE-STUD ABBREViATIONS LIST - �- - -.,- - POSTS EQUAL TO WIDTH OF BEAM UNLESS NC7TED OTHERWISE. Q CONN. NOT SHOW d ° d ° a 4 ° d Q �., QESIGN GRITERIA: STRUCTUFiAE�STEEL: ABV. A80VOR BOLT °� � � �� FOR CLARITY , a � (E)-CONC.WA�L � �t��«» ** � ADJ. ADJACENT �` /�..�'� ��� *«��`�` � DECK LlVE LOAD: 100 PS� 1, FASRiCATION AND ERECTION OF STRUCTURAL STEE�SHALL BE IN �- CONT, TRTD. (2)-2>c12 �; ��g*��"� ALT. A�TERNATE �g � ... �� �� ca�* '�' � •,.�; DECK DEAD LOAD: 15 PSF ACCC3RDANCE W1TH THE MOST CURRENT PUBLICATIC}NS C}F EITHER AISC-l.RFD, LEQGE�W/(2}-1/2 QJ x 6 �,,�,;� � *�,y BASIC W1ND SPEEQ(3 SEC GUST}: 90 MPH ARCH. ARCHITECT A(SC 335 OR AfSC-HSS. SPEClFICA710NS ANQ CODE OF STANDARD PRACTICE. ��-�-�� N EXE'.ANCH @ 16"t�.C. °�;„o. °���;: BLKG. BLOCKING (N)-4 x 12 STINGER t�,�. �,,,}c,� , WIND EXPt�SURE: � BM. BEAM "� �.�-`"''d�,,� �"'�" � SEISMIC DESIGN CATEGURY: � 2, STRUGTURA�STEEL RC?LLED SHAPES SHA�L BE ASTM A50. TUBE SHAPES (N)-2x12 DECK '- t�'�•.;*�` •��,�` fi ISC EDITIORl: 2012 BM. PKT. BEAM POCKET N _ J� .« � SNAL�BE ASTM A500 GRADE B. PIPES SHALL BE ASTM A53 GRADE B OR ASTM BRG. BEARlNG ( ) 6 x 12 PER PLAN JST.PER PLAN �J F4UNDATION DESIGN: AS��� CANT. CANTILEVER CLR. CLEAR 1. DESIGN OF FtJOTINGS IS BASED�N A AN ASSUMED MAXIMUM ALLQWABI.E �� ALL Bt�LTS USED W STEE�FRAMiNG SHA�L CdNF(�RM TO ASTM COL. CQLUMN BEARING PRESSURE QF 2000 PS�. SPECfFICATION A325. ANCNOR BOLTS AND BtJ�TS (INCLUQING�AGS) USED IN Ct�NC. CONCRETE TIMBER CQNNECTIQNS MAY BE ASTM A307. CONT. CONTINUOUS � � �„r-�j � 2. FQC}TfNGS SHALL BE PLACED BELC}W FRQST QEPTH ON IJN�ISTURBED SOIL q, -�pRQUE INSPECTION SHALL BE PFiOV1DED AS REQUIftED BY THE BUILDING �'P. GRIPPLE PUST GR C}N STRUGTI�RAL FIL�COMPACTED AS REQUIRED BY THE GEOTECHNICAL DWL. DOWEL � � r'"' � ENGINEER. INSPECTOR. (E)- EXISTING � � C�? '` Ea: En,cN t��-(2�-�I2°���° C� (� � `�'rn 3. BECAUSE SOILS INFORMAiION WAS NC}T AVAILABLE AT THE TkME OF 5• EXPANSION BOLTS SHALL BE WEDGE 7YPE"'SIMPSON STRQNG-BQLT'QR EQ. EQUA� PREPARATIC7N OF THE CQNSTRUGT{(�N DaCUMENTS,WE HAVE USEC�ASSUMED APPROVED EQUIVALENT, MINIMUM EMBEDMENT SHA�L BE 8 DIAMETERS UN�ESS �Xp, EXPANSiON (N}-4 x 12 STINGER-''� S(MPSClI�TITEN HC7 �1 (,� � � VALUES BASED flN S1MlLAR SkTES IN THE AREA. CONSTRUCTI(�N OF THE NOTED OTHEFiWISE. PLACEMENT MAY REQUIRE SPEGIAL INSPECTfON IN EXSTG. EXfSTiNG �,� �s` �l° 4" � � C3) !C3') FQUNDATION MAY NOT PFiOCEED WITHOUT VERIFYING THESE VAL.UES. REPfJRT ACCORDANCE TO SECTI{JN 1704.3.3 C7F THE 2Q12 IBC AND LOCAL BUlLDING FDTN. FOUNDATIC)N N `?'-° CL � ANY D[SGREPANCIES FROM THE QRlGI�lAL FINDINGS DESIGN ASSUMPTkONS TO OFFICIALS. FTG. F(�OTING � � THE STRUCTURAL ENGINEER. HDR. HEADEF� _ Q '� � 1L 6. EPDXY ANCHORS SHALL�BE"SIMPS�N SET-XP"OR APPROVED EQUIVALENT. HORIZ. HC�RIZONTAL - � � REINFQRGED CQt�CRETE: MINIMUM EMBEDMENT SHALL BE IN ACCaRDANCE T(J MRNUFACTURES INFO. INFORMATI�N � RECOMMENDATIONS UNLESS NQTED I�TERWISE. PIACEMENT MAY REQUIRE INV. INVERTED � � A� ^� 1. CONCREfE DESIGN IS BASED ON THE M�ST CURRENT PUBLl�AT1t�N C7F SPECIAL INSPECTION IN ACCC}RDANCE TO SECTI4N 1704.3.3 OF THE 2012 IBC JSTS, JOISTS ' _ � �-� fi�Ui�DI�JG CC7DE REQUIREMENTS FOFi RElNFQRCED CQNCRETE"(ACI 318). AND I.�CAL BUILDWG OFFICIALS. K.S. KING BTUD '- '- r�� LLV LC?NG LEG VERTICAL � 2. STRUCTURAL CONCRETE SHALL NAVE A MIN(MUM 28 DAY COMPRESSNE 7. R�L WELDING SHAL�BE DONE BY AN AWS CERTIFIED WELDER. FIE�D WELDS LQNGIT. LONGITUDfNAL {N)-L 4x4x1/4 x0'-9" Wl(2)-112"!?�x6" C STRENGTN C�F 3000 PSI. MAY REQUIRE 5PECIAL INSPECTiQN IN ACCQRDANCE TO IBC SECTION 1704.3 LVL LAMINATED VENEER�UMBER SIMPSON TITEN HD's � AND LOCA�BUf�DING OFFICIALS. MANF, MANUFAGTURER &(3)-1/2"(Zf x l".B.'s 3, CONCRETE SHALL BE PRUPt�RTIONE�USING Tl`PE I-ll SUI�FATE RESISTANT (N)- (��/ �-- CEME�IT. DO NOT USE ADMIXTUf�ES CC?NTAINING CHL(�RIQE SALTS. 8. DEtAY PAINTING WITHIN 3°'OF FIELD WELDS UNTIL WELDS ARE COMPLETED. O.C. QN CENTEFi ��� 4 SCALE: 3/4"= 1'-0 � R PLATE S1 � 4. FQR CQ�C�WEATHER CONGRETING PROCE�UFiES REFER TQ THE°ACI MANUAL 9. STEEL Ah1GLES TNAT ARE USED TQ SUPPORT STONE VENEER AND ARE IN REF. REFERENCE � � {�F CONCRETE PI�ACTICE." CCJNTACT WITH CC7RRC7SIVE SOILS SHALL BE GALVANIZEL7 AND SHALL BE REfNF. REfNFORCING 2'-8"(VIF) 2'-9"{V!F} 5�_p�� ,� (� ATTAGHED TC}THE FOUNDATfQN WITH GALVANIZED OR STAINLESS STEEL SCHED. ���IEDULE , 5, EXPANSI4N ANCHQRS SHALL BE LQCATED R!�LESS THAN 6 BOLT DIAMETERS ANCNQRS. STL• STEEL Z FFiOM CONCRETE EpGES AND SPACED AT NO l�ESS THAN 12 BOLT DiAMETERS T TRlMMER - UNLESS N07ED t�THERWI�E. 10. STEEL BEAMS BEARfNG IRI GONGRETE OR MASONRY BEAM PC)CKETS SH1�LL T.B. THRUUGH BOLT � I - (E}-EXTERIOR WALL � BEAR QN 1" MIMMUM tJF SHIM AND AI.L VQIDS SHALL BE FILLED WITH T&G TONGUE&GROOVE 6. C4NCRETE F1�4�R S(ABS(7N GRADE aHAL�HAVE SAWN tJR TQULED N(�N-SHRINK GROUT. TO TOP QF W CONTROL JOINTS AT A MAXIMUM SPACING 4F 12 FEET IN EACH DIREGTION. 1� TdF TOP OF FOOTING � - SAND SET PAVERS BY QTHER W POSSIB�E, L�CATE C4NTRC7L JOINTS A�ONG COLUMN GFiIDLINES. BACKFlL�ING PRQCEDUFiES: TOW TOP OF WAL� 1. VERIFY IYPE C7F FILL WITN GEOTEGMNICA�ENGINEER. TRANSV. TRANSVERSE {E}-SLAB ON GRADE Z 7. CONCRETE CC}VERAGE FOR REIN�ORGING STEEL(AC!318-95}: TRTD. TREATED . CQNCRETE CAST AGAINST AND PERMANENTLY EXPOSED Tt?EAFiTH: 3"' nP� TYPICAL PER PLAN � 2. GONCURRENT BACKFILLING OF EACH SIDE OF RETAINING WALLS TO FINAL . GC?NCRETE EXPOSED TO EARTH OR WEATNER: VERT. VEFiTICAL Q ° GRAQES IS REQUIREQ UNLESS TEMPORARY SHORING IS INSTAL�ED. DO NC7T {N)-6x6 PC}ST(BEYOND) 4 (E}-T�SLAB � , #6 BAR THROUGN #18 BAR; 2�� BACKFII�L AGAINST RETAINING FQUNDATION WAI._LS UNTI�SUPPORTING FRAMIt�G V�F VERIFY IN F1ELD � , #5 BAR,W31 OR Q31 WlRE,AND SMALLER. � j�2�{ ELEMENTS ARE IN PLACE,OR ADEGtUATE TEMPORARY SHQRING IS INSTALLEQ. W'P' �NATERPRQQF ' W . CONGRETE NQT EXPt�SED T(�WEATHER NOR IN C0�lTACT WlTH GROUND: W� WITH , - , d a . a. SLABS,WALLS AND JOISTS {#11 BAR AND SMALLER}: (N)-1'-0°x 1'-0"SQUARE CONC. PIER - ` : .. - ` ' . " � . #14 AND NQ 18 BARS: 1 1l2" GROUT: REFER TO DETAI�1IS1 FQR INFO. , : �N � i..:. .:l. „ : ' ' 6 � � � � � � �� . #i 1 BAR AND SMALLER: 314" �, �RQUT BENEATH CC7LUMN BASE PLATES AND STEEL BEAM BEARWG PLATES 4 � � � . b. BEAM�AND COLUMNS: '- � I AU� � � ���� , PRIMARY REiNFdRCEMENT,TIES,STIRRUPS,SPIRALS: 1 1/2" SHALL BE NON-SHRINK,NQN-METALLIC GROUT WITH A MINiMUM COMPFiESSIVE CQNNECTIt�N S�HEDULE STRENGTH OF 25Q0 PSI. � {� SIMPS�N LUS28 ' d REINFC3RCING STEEL: � � � � i GENERAL REQUIREMENTS: �B SIMPSORI NUC210-2 - ' ' ' ° � � � � ��" 1. EXCEPT WHERE QTNERWISE NOTEC�, FtE(NFQRCING BARS SHALL BE CaRADE 60 � � E `' ,� i , � � {E)-CC}NC. FdUf�QATI�JN WALL EXCEPT T(ES, FIELD BENT BARS AND BARS T(7 BE WE�E�EC}WHICH MAY BE GFiADE 1, CNECK ALL DIMENSIdNS AGAINST ARCHITEGTURRL DRAWINGS PRICIR TO V ���"��211 � X �I 2" LAGS SEE DETAIL 8/S3 40. A�L REINFC}RCING BAFiS SHALL CONFOF2M TO ASTM SPEC. CONSTRUGTItJN. DO NOT SCALE�RAW(NGS. CCJNi�ACT ENGINEEF3 IF �p SIMPSON HUC612 6x6 TRTD.TIE-BACKS ' ' � ° ( (E)-COR1C, �QpTlhlG �� DISCREPANCIES lN DIMENSIONS ARE DISGC?VERED. @ 48"O.C. ON EVERY QTHER 5�_p�� a 2. FOR BARS #$AND SMAL�ER, LAP BARS 36 DIAMETERS AT SPLICES(N {�}E SEE DETAIL 1/S3 VERTICAL COURSE e � � L� CONCRETE. DO NOT WELD OR USE MEGHANICAL.SP�ICING DEVICES UNLESS 2. TNE STRUCTUFiA�DRAWINGS DESCRIBE THE C�7MPLETED STRUCTUFiE. � �EE DETAIL 2/S3 ' � d APPROVED BY ENGINEER. THESE DRAWINGS HAVE BEEN PREPAFiED FQR THE USE QF A QUALIFIED (2)-1/4"X 12°GALV.SPIKE � k � 4 � ° 4 °� f^`� G(�NTRACTUR WITH EXPERIENCE IN`i'HE CC�NBTRUCTION SYSTEMS AND G� SEE DETAIL 3/S3 @ TIE-BACK COURSE r o 4 L"i (.,� 3. HORIZONTAL BARS SHA�I.F3E C�NTINUQUS OR LAPPED WITH CORNER BARS TECHNIQUES I�ESGRIBED. THE CUNTREICTOR SNAL�PROVIDE AQEQUATE &(1)-1/4"x 12"GALV. SPIKE ° b + m 4 : d o � � AT CORNERS. PROVIDE (2)-#5 BARS EXTENDING A MINIMUM OF 2 FEET BEYQND SHpRING ANG BRAGING IN THE f'RQPER SEQUENCE,AS MAY BE REQUIRED TO � SEE DETAI L 4JS3 @ 24"ALQNG HORZ. LENGTH , ____ � ° L� ( "� EDGE OF ALL OPENINGS OR STEPS. ACNIEVE THE�INAL COMPLETED STRUCTURE. THE SEGtUENGE t}F �I SIMPSON LS50 � ' ° ' `"�"' CQNSTRUCTIQN IS THE RESPONSIBILI�'Y C?F THE GONTRACT�R, GC7NSULT WITH � �EE DETAIL 4/S3 �*../ � 4, EXTEND RE(NFC}RCING STEEL A MINiIv1UM OF 2 FEET THRC?UGH COLD JO(NTS. THE ENGINEER FOFi SHORING DESIGN AND REGOMMENDATIt�NS(NOT IR! � (1)-#5 x 4'-0"F�EBARS f � C�ORQINATE AL�COLD JOlNT LQCATIUf�S WITH ENGiNEER. CONTRACI�. �K SEE DETAIL 5/S3 @ 24'C�.C.THROUGH �:... � �.,.,J 5. WELDED WI�iE FABRIC SHALL COf�FORM TO ASTM SPEC.A-185. LAP WELDED 3, THE C4NTFiACTQR!S RESPONSIBLE F(�R THE MEANS, METHtJDS SEQUENCES L� SEE DETAIL G/S3 B d��M 1 W 0 C�U R S E S O F L� W WIftE FASRIC A MINIMUM OF 1WU FUL�MESH GRIDS. AND PRUCEDURES F�R GON�TRUCTIQN OF THiS PROJEGT, N071FY TRTD. 6x6's 1�'^� STRUCTURAL ENGINEER OF ERRC}RS OR�MISSICINS IN THE CONSTRUCTION � SEE DETAIL 6/S3 � � ��~� STRUCTUFiALWC?�DFRAMING: 'J `��� ���"��' � Qt�CUMENTS GMMEDIATELY. DO NQT PR4CEEQ UNTIL ERR4RS OR QMISSIONS N� SIMPSflN ABU66 (FULLY GROUT STANDQFF PLATE) �xw..� �.,��� �� �#�rr � � ARE RESOLVED. C(7�RDlNATE F#EQUIREMEf�TS FdR AL�PENETRATIO�JS FINAL GRADE � � � � �°-°�°`� �`�"�° �'"�� �'�`�' •••••• � 1. EXCEPT WNERE NC}TED OTHEFiWISE,ALL 2"Nt}MINAL LUMBER EXCEPT STUDS THROUGH STRUCTURAL MEMBERS WITH STRUCTURAL ENGWEER. JOBSITE � SIMPSON C�JT4 . �,���,� � ������fr§� � � S H A L�B E D O U G L A S F I R-L A R C H #2 A N D B E T F E R. A L L S O L i D T I M B E F i P U S T S A N D �q�E-�y��THE SQLE RESPONSIBILlTY OF THE CONTRACTOR, � "�' �,✓ J � ,_..• BEAMS 3"NC3MINAL ANQ WIDER SHA�L BE D�UGf�S FIR-IARCH#2 UNLESS P� SEE DETAIL 4/S1 - � ,; �° � �\. " � �-- NOTED OTHERWISE ON PLAN. 4, OBSERI�ATION Vl�ITS BY THE STRUCTURAL ENGINEER ARE FOR ����� ������ �����P������ ��� � �� ��� � � � `�.� � �- ��,� �� .� .�"' DETERMINATION 0�GENERAL C�MPLIANCE WITH THE CONSTRUCTION n ^ �`�° � L� '�.J 2. STUDS SHA�L BE STUD GRADE AND BETTER HEM FIR QR DOUtaLAS F1R-LARCH. pp�UMENTS. THIS fJBSERVATIC}N VISIT IS NQT AN INSPECTION. TNE a_ �._a_ ,�..�a�x., CONT{�ACTQR SHALL CC?NTACT THE ENGWEER AT THE APPROPRIATE T1ME TO Q � � � y ��M,W�� re 3. FDUNDATIQN PLATES OR SIL�S SNALL BE BOLTE�OR ANCHORED TO THE � � FtJUNDATION WITH NOT LESS THAN 1/2"DIAMETER STEEL B{��TS OR APPR(JVED S C H E D U L E THl S VI SIT. , 4"f�PERFORATEQ DRAIN � � ANCHORS. B!'J�TS SHA�L BE EMBEDDEO AT�EAST 7"INTtJ CONGRETE OR 5, g�gMiT SHQP DRAWIt�GS TO ENGWEER FC?R STRUCTUFiAL STEEL FQF3 REVIEW PIPE W/FILTER FABRIC ,� SLOPED AT A MINIMUM MASONRY,AND SPACEQ NC7T MORE THAN 4 Fi'APART. THERE SHA��BE A p(��p(�TQ FABRICATION C?R CC3NSTRUCTION. THE ARCHITECT ANQ/OR ��'3�� 1%TO A SUITABLE OUT�ET � MlNIMUM OF TWt�BC7�TS C�R ANCHQR STRAPS PER PIECE WITH ONE BQLT QFi �pN7RACT(?R ARE RESPONSIBLE Ff�R VERI�YING DIMENSIONS ANQ QUANTITIES. O ANCHOR�TRAP LOCATED NC?T MQRE TNAN 12°C)R LESS THAN 4°FROM EACH THIS REVIEW IS FQR GENERAL COMPLIANCE WITH TNE INTENT C}F THE SCREENED GRAVEL C� '�- END OF EACH PIECE. A PRUPERLY SIZED NUT ANa WASHER SHAI.�BE STRUCTURAL DRAWINGS. � TIGHTENED QN EAGH BOLT TO THE P�ATE. 6. !F NEW CONS7RUCTIt�N ADJC7IRlS AN EXISTING STRUCTURE,TME ��-��� 4. BOTTOM PIATES OF INTERIOR BEARIh1G WAI..LS SUPPORTEQ ON CONCRETE �p�TRACTOFi SHAL�8E RESPONSIBl.E FC?R VEFiIFYING DIMENSIQ(VS, � SNALL BE DRIVE-PINNED WITH P(�WDER ACTUATED SIMPSON PDF'W-3d�OR E�EVATIONS Af�D ALL EXISTING CONDITIUNS. UNDERPINNING ANQ SH�RING 0� „�++�""� EQUIVALENT. IF GUNCRETE IS HEATED C{Jf�NECT BOTTC}M PLATE WITH LIQUIQ E}(fSTING STRUCTURES SHALL BE THE RESPQNSIBILITY OF THE CONTRACTC}R. ��"''�, NRILS HEAw DUIY LN-9Q1 OR EQUIVALENT. CpNSULT WITH THE ENGfNEER FaR SHQRfNG DESCGC�AND RECQfV1MENdATEQNS � ����E' ��`�r ` ��� (NOT lN GONTRACT). S� .�� 5. BOTTOM PLATES 1N CQNTACT WITH CQNCRETE SHALL BE PRESSURE TREATED �UMBER OR A LUMSER OF NATURA��Y DURABLE MATERIAL. 7, WHI�E EVERY E�FORT 9S MADE TO PRQVIDE A Ct7MPLETE AND AGCURATE SET C}F C(JNSTRUCTCON D{7CUMENTS, ERRORS OR OMISSI(JNS MAY OCCUFi. 6. 1NOOD BEAMS BEARWG IN BEAM PJCKETS IN GQNCRETE OR MASCINRY REI.EASE OF THESE QRAWINGS ANTICIPATES C�NTINUED COOPERATlON AND '',-- (N}-6x6 PaST WALLS SHALL BEAR ON A TREATED 2x BEARING BLOCK. PRUVIDE 1(2° �pl��(�NIGATION �ETWEEN TNE CC}RlTftACTOR,ARGH{TECT ANQ ENGINEER TO CLEARANCE AROUND END QF WOOD BEAM. PRQVIDE 2x TREATED BL�?CKING p{�p�/�pE TNE BEST PQSSIBLE STRUCTURE, 'O � Q EACH SIDE OF BEAM AT BEARING. 7. BLQCKING WITHIN FLOQR J41ST SPACES BENEATH PUSTS Nt�TED C7N PLAN °0 SHALL SE OF EQU(VALENT AREA QF THE Ct�LUMN ABC?VE. SlNGLE STU[7 TRIMMERS DO NQT REQUl�iE ADDITIONAL BLOCKfNG IN THE FLC?QR. •o • - (N)-6>c6 POST a . Q P R C} J E C T : 0404-14 8. BO�TS USED IN FRAMING CONNECTIQNS SHAL�BE INSTALLED W1TH - � STANDARD iNASHERS AND NUTS. C} R A W N B Y : JPL �-- � � � REVIEWED BY : JPL 9. REFER TO THE 2012 IRC TAB�E R60�.3(1}QR 2412 IBC TAB�E 2304.9.1 FOR � t� (4)-#5 DWLS.x � D A T E : PERMIT 08.11.14 MEN(MUM FASTENING SCHEDU�E. A Ct)PY OF TH15 TABLE CAN BE PROVIDED -� � -" � 1-2" #3 TIES x 9" UPON REQUES7.AS STATEQ IN SECTIQN 2304.9.5 0�THE 2012 IBC SECTION � o R E V I S I (J N S ; 2304.9.5: FASTENERS IN CONTACT WITM PRESERVATIVE-TRE�tTED AND (4}-#5 DWLS,x i.,_ � TQ� S��-, 9„ � FIRE-RETARDANT-TREATED WODD SHA�L BE QF H07-DIPPED ZINC-COATED �''a" J �Mia. �T. REVISED t}7.2$.15 GALVANIZED STEEL,STAINLESS STEEL, SILICON BRONZE C�R GOPPER. `t 1'-0"x 1'-0"SQUARE CONC. PIER FASTENINGS FOR WOt�Q FOUNDATIC7NS SHAL�BE AS REQUIRED IN AF&PA PWF. #3 TIES x �9 1'-0"x 1'-0"SQUARE � 10. UN�ESS Nt7TED OTHERW1SE,STEE�CO�INECTORS SHALL BE US�D TO Jt71N TOP, BOT. g" " CONC. PIER � FtAFfERS,JOISTS AND BEAMS SUCH A�SIMPSQN STRONG-T1E�4NNECTORS OR z &MID. HT. �* EQUlVALENT. CUNNETOf�S THAT ARE llSED 1N EXTER1C?R APP�ICATIONS AND IN � REF. SPREAD RE�, �p�Epp C4NTACT W(TH PRESERVATIVE-TREATED WUOD SHALL HAVE CUATlNG IYPES ° 2"CLR. 2"CLR. �a071NG SCHED, „ FOOTING SCMED. b- SHEET S2, FOR 2 CLR. 2 CLR. SHEET S2, FC�R G EN ERAL � � AND WECGHTS 1N ACCQRDANCE WITH THE TREATED WOQD OF CONNECTOR REINF. REWF. MANUFACTUREFiS'REC4MMENDATIONS C}R IN ACCORDANCE Tf7 IBC SECTI(JN ��TE� � 23fl4.9.5.1. 11. WOOD NA(LER PLATES ON STEEL BEAMS FQR TOP-FLANGE HANGEFiS SHALL _ �E�l-\�L� BE ftIPPED TO MATCN THE STEEL BEAM FLANGE WIQTN AND DRIVE-PINNED WITH ,_,J ° ° TWO ROWS(JF P�?WDER-ACTUATED SIMPSflN PDPW-2d0 OR EQUIVALENT. ` r • ' " • '- 12. MANUFACTURED JtJISTS SHA�L BE FR(7M AN APPRC}VEC?MANUFACTURER IN � � THE SIZES AND SPACINGS IN�IGATED QN PIAN. IF JOISTS FROM A EQ• E�• �'' v EQ, EQ. i� �,-'j MANUFACTURER OTHER THAN THAT SPECIFIED ARE SUB�uTITUTED, CONTACT ENGINEER TQ REVIEW SPANS, LOAQINCa AND CC)NNECTIQNS. FO�LQW THE 2�"af� SEE SCHEDULE MANUFACTURER'S RECOMMENDATIQI�S REGARDING BLOCKING, BRACING AND WEB STIFFENERS. 2 SGALE: 3/4" = 1'-0 1 SCALE: 3/4° = 1"-0 51 �1 r1 � GJ.` cJ� ��C, �'�. �J'�. �'�. `"^^� +�O }QO �QO }CpO +QO ��rO �L. �S��� �"sp��,Tji'� ��� �� �q� r � 0 4U �O ro 4� �- �,� �°,�°'` . - s�s � ;',`� �,{O} (N} - 6 x 12 �, (N) - 6 x 12 �� (N} - 6 x 12 �� (N} - 6 x 12 �, {Nj - 6 x 12 0 �~ � �.s.,* � �-- . � �«��, V""'9 �«� , �'*� e r � r � r � � � r r � � ���s� � ''°-,', � � � P• (Q' � P� Q N n � �, �Qfj�,, ,���°�� 1 � . r � REFER TC}SHEET S4 -`" � '7RINGE � �2 3�'� S� FOR FRAMING(NFQ. � (N) TO D CKI G � N (a }-4 x 1 � (N) 2 12 TRT . HE -FIR @ 16° O.C. � STRINGER �, d' C� O 1�- " -� t� N C� P- r , � ° N � I`'� t� � �P P. � J � �'^ti'"'�. �C � tT> Cf} z �n �_.._____�—�...__�_____� n...n_______ � � '�' , �[�� " ��_—"'��""________ � � � {�7 t3? �j � ��P P. � ( � � J L.� P. Q� � � O C� �_..__ .—__________ '��--—_ ____�——`.�.�_____._._� .-�-—.— ____ _._.,,.. ..—�� n..—____...���_�__.��� � Z � 43 _ ____ __ �n_ ���__._____ .__�____.^_._ _._._ � � �________��_ ______ .e__ —_.._____����____� ci C� _ � CONT.TREATED(2}-2>c12 LEQGER �1 CONT.TREATED (2}-2x12 LEDGER � � � �'" � � W/1W(�ROWS OF 5J$"�x$° � ( W/TWO R{3W�C7F 5/8"�x$" �"�`-`��'�4�;�`�—`�`��`� � � EXP.ANCH. STRGGERED�7a � � EXP.ANCH. STAGGERED @ � �J�"`^°��"`"`°°°��"°°�"'�——``� � 24°'O.C. (ONE EVERY 12") � 24"4.C. (dNE EVERY 12'°} I � �� }- B GRA ( B GRA � ( � � � � ` I ! TES ISTIN CM � , � U DATiO WAL TYP � � ( C � � ( .O � (E)-SLAB C7N GRAL E � ` ----- � i I � ---�_....__��..��-� I�I_--_.__--� �� I 1 �—_.____—__._____._�--- --� � � � (NDICATES EXISTING CONC. �-- � � Ft7UNDATION WALL,TYP. � � � � � � � {E)-SLAB ON GRAQE . � �''�! � �_.._�__�__—— I � Z � � I I �____._—�__.__ � I I i ___.__s�__�_�_____.� —� � 1 � �_�______�._._�_�__ I � I I � � 1 � � I � � I � ���� � w J( (E)-SLAB t3N GRADE (E)-CRAWL SPACE � W � � (E)-CRAWL SPAGE � � � � Z VERIFY ALL D1M. W/ EXST�. L�1111�R C� E�� F�A� 1 � � P L,AN �� _ �_ W CONDITIONS & ARCH. PLfiNS SCALE: 114� — � 0 � PIAN NOTES: 1. NEW BEAMS ARE FLUSH UNLESS NOTED"DROPPED". 2. NEW POSTS CUNTINUOUS BEL4W ARE 1NDICATED.■ NEW POSTS FROM AS�VE NC?T C�NTINUOUS BELOW ARE INDICATED: ❑ 3. EXSTG. Pt�STS CONTINUQUS BELC}W ARE 1NC�IGATED: "�a EXSTG. POSTS FRQNI AB4VE NOT CONTINU{3US BELOW ARE INQICATED:L; 4. (E}-EXiSTWG FRAMING lNDICATED AS TNUS; (- -- -} (N)-NEW FRAMING INDICATED AS THUS: ( ). 5. NEW INTERIOR STI�D BEARWG WALLS ARE INDICATED: ����� \� 6, EXSTG. INTERIC?R STUD BEAFi1NG WALLS ARE INDICATED; ���,�`� 7. C� INDICATES CQNNECTION TYPE. REFERENGE SCHEDU�E BHEET S1. �.../ & NUMBEFi OF STUDS INDICATED ON PLAN FOR BUILT UP POSTS ARE TRIMMERS ONLY AND[7d NtJT INCLUDE KING STUDS. 9. DO NQT SCALE DRAWINGS. L� � W � � INDICATES EXSTG. � � � TiMBER RETAINING WALL 45'-6"(VIF) ��../ � �� � �..! 4'-3" 3'-3" 6'-0" 10'-0" 10,_��� 9'-10" 9`-10" 9'-10" 13'_6° �� � {'� � � �..1 - - - � » __ r � - - - - _ _.. __ _ � � � � � � � � �- _ __ _ _ -. _ - - - - - - - - - - - - -, B B B A --- � F"" �� -�-� �.- ^^ _- � _ _ -�-_^--;—� �1 .! C/� _...1 � � _ � � � � � _ � (� � � ; � N � N N � L� .��`�,, ,,,�""�' Q � � INDICATES NEW TRTD. , /'"�'""' �,� �✓ � { � C � � 1 TIMBER RETAINING WALL "` l,..L.�. ' g� NOT TC)EXCEED 48"!N � T HEIGHT. r.L N N 28'-6"(WIF} ����4��� � � 2 _ �4 ���� � ,�. � � INDICATES NEW TRTD. ��� � ° �� TIMBER FiETAINI�IG WA�L °? '� ���� ����� � �"��� ���� � (.� u= NUTTC?EXCEED 18°IN `�' ��w,°'������ ��������� � � I HEIGHT. �`" � --�� SARlD SET PAVERS PER OWNER _ _ � ____ T _ �I � � ____ ____. _____ ____ � ���.���. .�.K �`�-°'��° ��-` �� T^' i�. � �.��. T_ —����� � � '`'�,�"� .�a_, ���-�.R.��o�„� ���>��,_� � _— ____ � — _ ____ � � _ � � _______ — — — — — � � .�..�.� ���_���.�e�� � � � � _�___ _ � ..�._ �. _..,� � ..�.� __._.. � � u. ��. ___n.. � � �k:..✓'4,,,J 4..�`<,.s .,,>..,» ��x���-�m,nu,s � _.__________._______.__. _____.__._____________� � ______ - --__ ___ __ ___ ______� __ __ _ ; �__.__________ _______ ; ��J ,� � �--- ___._._.___.________ �_ � _______.._______ _________________ � �� � �� a ; ,� � ,___ __._ _____ _ ,_____ ___ _ ___ _ ______, __ __ ___.__ __ _ __ ---� �; ______ _____ _ ____ __. _ __ _____- - -- -, �� ; _ - - --__- _____ --- -� ( � s1 ; � � �� � I f �.._.�._..�.___�....�.._.._._�_�__._...__�{ � ' ! � � 1 � ��. �_�_� � �_�____._.�..____. �, � � a ��� �— � � � � � `°�` v � �"`� ; � � � � � INDICATES EXISTfNG C4NC. ' � �" � � � {E}-SIAB ON GFiADE ; � I # FOUNDATIdN WALL,NP. � � ' � ; G � ! � � INDlCATES EXISTING GMU 1 ' ; � � { INDIGAYES EXIST(tJG ; � � � ` � � I ; ' � I i CC?(�C, FQOTING,TYP. ( � � F�UNDATI4N WRLI.,TYP. ( � � � ► � �- - _ _ _ --- _ _ -� I { ' _ - � i I I , � � , �„ � � { (E)-S�aa oN GRao� 3 � � ; � �____— � � , , � �� � P R G J E C T : U404-14 __ __-.-. -____ _____ ___ t ? ____..�____—�_____.___��——_____ � � � ( � �- �� �, —._.__�_�____—_..J r � ; � , ' C? R A W N B`� : JPL � � C�-- � ( � � � (��-s�',�oN�RA°� � E � REV�EWED BY : JPL � _. �_ __._ ___ ___. __ ___ __ __ .__ __. _-- --- -� ' � � � � � , � , ( D A T E : PERMIT 08.1"1.14 � ( : � i � ��—u�_�� � s � o � s . � � � --� ! I R E V _ --�-_���--�-�..���� : —._._-___.___--_. ! ! � ' � � i x- � � � ____ —. � � , ; 1 � I REVISED 07.28.1� � �—._._....__—______..�_._ ��__.. . � < _ . , I � ! � � ; � I � � � I ' � I � � � � � � i {E�-CRAW�SPACE , ; ° �-� � — — � . � i � � � ' I ( � i (E)-CRAWL SPACE � � € I � � � � (E)-SLAB C7N GRA(�E ` � � � ; ( � `` , , ; , ; , � LC�WER DECK = p I � � I I ; E � EE ° I FRAMIN� & j ' i e I 6 I FC�UNDATIt�N PLANS 4 F��J N DATIO�I PL�A� SCALE: ��a.,� = ��-o iSC�LATED SPREAD FC)�TI�IG ��HEDULE VERIFY ALL DIM. W/ EXSTG. I�I LABEL DIMEN�iUNS REINFORCING CC�N�ITIQ�1� & ARCH. PLANS P CQNTOACT�E�JGINEER IF 4VER-EXCAVATION IS REQUIRED TU FIND ADEQUATE SOIL BEARING. A 2'—� x 2�-Q X �I�-� � -��J�S X 1�-E7 E/�. WAY 2. (E)-EXISTING FOUNDATION INDICATED AS THUS ( --- -) {N}-NEW FOUNDATI0�1 fNDICATED AS THUS: { ) E3 �'-E'} X 21-� X �I�-O 3 —#5�S X 2�-Q EA. WAY 3. STEPS IN TOP QF(E)-FOUNDATION WA��ARE fNDICATED: �� {,; �'-Q X ��-O X �I�-Q 4 -�i �J�S X �'-6 EA. WAY 4.�} INDICATES CJNNECTIUN TYPE. REFERENCE SCNEQULE SHEET S1. 5. CQNTRACTC.)R SHA�L FQL�t3W ALL RECOMMENDATIONS AND REQUIREMENTS PER SQILS REPC?RT. 6. DQ w4T SCALE DRAWINGS. VERIFY AL�DIMENSIQNS PRIOR TO CC7NSTRUCTfON. __ _ 6" REMAINDER OF INFO. ;!� CONT.TRTD. {2}-2x�2�� 4" NOT SHOWN FOR CLARITY _ � II I! II II ^ i�! * p...�,���k LEflGER W/(2)-1/2 �x 6 2 2 00 ��"�' '�'"�,� EXP.ANCH @ 16°O.C. � -� ����� ���.�' � ,�� , �. 4�'" (N}-2x DEGK{NG PER ARCH. " (E)-GC7NC.WAL� � «�`� =� _ ' �j;c �"� ° ° � Q 4 �/'� (N)-DBL.JOIST Q CONN: . �'��,��y ��*�';'. � a/" Q 4u X n x � n W • c'�'�as ,e �a 1, � � F�R�GLARIII'T SHOW _ a BRG. R,:1/ 6 0-6 / �� � w � ____ _ � �. � FOUFi SIDE R: 1/4"x 4"x ��� a° N (?VERFRAMED q� '('}�p. (N}-DECK JOISTS PER P(.AN � 2�� ��� p'-$ 1/2"Wl(4)-3i4"Q)T.B.'s �` (.�C} CONf�l; (3)-112"x 12"LACaS S EP � �j _��`�-- (Nj-4 x 12 STINGER 4 N 3" (N}-DBL.JOIST T' (N)'6x12 PEFi PLAN (N)-6 x 12 PER PLAN ''�' � a � ��' ;.�' �rj CONN: �. � BRG. R: 11�"x 6"x 4'-7 1l2" (N)-6x12 PER PLAN 5° � � (S} � POST TO BEAM CONN. �- .�- � W/SIDE Fi'_'s : (2)-114"x 5 1/2°x �� 2° � � C37 C33 (N}-6x12 PER PLAN 7�� , „ „ „ „ (N)-6x12 PER PLAN REMAWDER OF m — - o'�' 0 7 1/2 Wi HSS 3 x 3 x 1/4 � (,) W/BFiG. R: 1/4"x 4°x 0'-6" ._�, INFO. NC7T SHOWN � O {N)-{1}-1l2"�C7 x 6° Q CONN: W/S1DE f�'s : (2)-1/4"x 4"x 0'-81/2" '� FOR CLARITY � Z C37 � S{MPSON TITEN HD BRG. R: 114"x 6"x d'-71J2" ;"� W/{4}-3/4"QS T.B.'s � - 0- � _ � Wl S@E(�'s : (2}-1/4"x 4"x 2�� ��� � _ � C� a� �a' �a� 0�811���&{2�-1i4"x 51/2"x 4�� {N)-6x6 POST � (N)-2�12 DECK -" 0-71/2 W/(4)-3/4 �T.B.s (N}-6x12 PER PLAN 5" � � JST. PER PLAN "'`� T�� cv �, J{�CQNN: � � REMAINDER QF INFtJ. N 6 SCAI.E: 3I4" = 1'-0 � L 5x5x5/16 x0'-9" �7 (N)-6x12 PER PLAN {N}-6x12 PER PLAN � NQT SHC}WN FOR CLARITY _ o o S� W/(9)-3/4"�T.B.'s � � (TNREE EA. LEG � � � � GQUNTERSINK MAX. 1"} (N}-6x6 POST �, �, � � � � �� .._ � ",°' � REMAfNQER 4F(NFC). � SCALE:3/4"= 1'-0 - � � NOT SHOWN FC7R CLARITY �3 �}F C4NN: � L 4x4x1 i4 x(}'-9° � J L 5x5x5/16 x0'-9" (N}-6x12 PER PLAN WI(2}-1f2"Q!x6"EXP.ANGN. r�, W/(9)-3/4"�T,B.'s � � &(3)-1/2"�Zf x 12"Lt�GS REMAINDER OF INFO. �- (THREE EA. LEG � � N(JT SHOWN FOR CLARIIY COUNTERSINK MAX. 1"} � Z $ SGA�E: 3f4" = 1'-0 � �� +* �' 2 SCAI�E: 3/4"= 1'-0 CY_ v, S3 w � � o'�' = Q CUNN: � BRG, F�,,. 1/4"x 6 3/4"x o'-fi°W/ '�' � (E�-EXTERIOR WAL� � , — � THREE SIDE F� 1/4"x 4°x ,..-- r 2�� ��0 0'-81/2"W/�4)-3/4"0 T.B.'s C� � �� � � (COUNTERSWK MAX. 1"� Z (N}-2x QECKING PER ARCN. 1 {E)-3/4"PLYWD, W � PC7ST TO BEAM CONN. PER PLAN RER PLAN ,� {�}_�-�pE��{��� � � �'��� (E}-TQ PLYWD.'�P- ,,, REMAINDER OF POST TO BEAM CONN. , � ��� (N)-6x12 PER PLAEV �,e �� ��� INFQ. NOT SHQWN (N}-6x12 PER PLAN �° ��� a a FOR CLARIIY ,� �� FiEMAINOER C}F INFO. A(�TYP. y „ 2 (N}-6�t12 PER P�AN ,/--- REMAINQER QF {f�}-6x12 PEFi PLAN " 2" NC7T SHC7WN FQR CLf�RITY .,=,�„ ,�! 1�1�0. NOT SH{JWN _ � � '- FOR CLARITY �' �� (N)-DECK J0l8TS (Ej-��(JC7R Jt)ISTS r� ;!"' � _ : PER PLAN � _ °' °7 � � �� (E)-SOLID 2x RIM ;a. � ��.../ BQARD(VERIFY W/ENG. � (N)-CONT.?�10 LEDGER I PRIC?R TO CC}NSTFiUCTI(3N � �Q��� � (N)-6x12 PER PLAN � T W!(3}-12d NA(LS&(2}- ��� BRG. R.; 1/4"x 6"x 0`-8 1(2" 3/16"f�x 4"TIMBERLOK SCREW Wl SIDE R,'s: (2}-1/4"x 4"x � ��NN: N 6x12 PER PLAN QE CONN: � @ 12"�.C. INTQ SQ�ID FiIM ��� (E)-EXTERI(7R WAL� 0"-8 112"&{1)-1/4"x 8112"x ".!� J L 5x5x5116 x0�_9�� � }- L 5x5x5/16 x0'-9�� (N)-6x12 PER PLAN W (VERIFY SQLlD RlM WI ENG. 0'-81/2'"W/(4)-3/4"�T.B.`s W/(9)-3/4"�T.B.'s W/(6j-3i4"f�T,B.'s PRIOR TD CC3N�TRUCTION} � (GQUNTEftSINK MAX, 1") 2�� 2=, (N}-6x6 POST (THREE EA. �EG (THREE ER, LEG �� � 4 COUNTERSINK MAX. 1'") (N}-6x6 POST COUNTERSINK MAX. 1") �o _ � �� _ x �� _ � �, _ � ���..+/ !� 7 SCALE:3l4 - 1-0 5 SCALE:314 - 1-0 3 SCA�E;3/4 - 1-0 1 SCA(�E; 3/4 - 1-0 � � �3 S3 S3 S3 ��.. � W � � � �-,,L � {N} - 6 x 12 Q (N) - 6 x 12 �� ��, �� � (' `� '� r � r -� r � r -� � QQ Q� QO � /'''� "� �.J -�-�,� � � P. � � P. � ¢ 5 �+� 6 �� �}ro ��, ( ] t—^ ..._,� a c.a v �✓ ./ ,..r� � F a '' � J '' � (N) - 6 x 12 �� �� (N) - 6 x 12 �� {�L ��� (N) - 6 x 12 LQ �~ �j � � (N - 6 x 1 #1 RAT D � (N - 6 x 1 #1 RAT D � �% � r �n -� r On O5 r � r � r 7r n � r -�� �.� �� y�' � _ � O lJ q�TYP. Q QA P. 6Q � � O P� � � �a P. {�g 1._� �"1""� CJ � 3 �-1� 4 + INDI ATE STE � - U r� �, C3 c� S3 �,,a S3 �1� r , !N D CKIN C T, N - x 12 ,- ,- 8 1-5 = x (N -TO EGKI G t- H- �"�" � DR PPED ��, x x . cn cn �64��� U O s �AQ � � ( - 2 x 1 @ 16" C7.C. t9 N) - 2 x 10 @ 16" t�.C. � � (N) 2 10 @ 16" O. , o � � 0 (� ' �.�1 ��� � � � CEl CO � � _i _I "t""_ c� ` � --�-�' {N)-4 x 1 2 � � � � ' 8241 5 z z o 242'- � (�"� X q X , x STRING ' ' A P. v N -T QE KING �..i� co � cv TYP. co z z z z {N)-T DE KiN � �Q � �� O u ' ) ' ' ' ' � � � � _ ____. ��� .� -��� � Z Z � � � � s-��i��ER O � � O� a �.� � �. ! + — — — — —� _�— — — — � �; I a a{� � �' O ' " �. � ���.�� � .e .. .. �Q P LJ M tJ V J L. .! 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INTQ SOLID RIM _ � �` _ _ B11.I.I�It�1NALL�,iY.L._ � _ � � _ �.. _____ ____. � _ � � � � _.� 12"O,C. fNTO SdLID RIM � �) '����x��; .�....� .,,.w..�.�.��_�� �. .s�.._.�,._,�. .,� �._. � (VERIFY SQLID RIM W/ENG. . � (VERIFY SOLiD RIM W/ENG. � i� = 1 I f ( C NT. RTD. (2)- 12 LE GE . � I � � � 1 I I � ( � � � � I I ! I � � `� � �' � " PRIOR TO CQNSTRUCTIQN),TYP. � __�� � ____ _ e � �� ^.._ � � PRIOR TC�CUNSTRUCTION),TYP. �I I (2)- IMPS N Tl EN H 1I4 � ____ � � � _ ^ — — ---- �-? � — I I � a � x 4"@ 16"O.C. {COUNTERSWK a �� � , INDICATES EXISTING C4N � � �`� 1 � � � � � � ( I { ! I � � I � I�0 L�DGE�1/2") � I I I - � ____ ___. ..� — ____ � \, � � � ____ � �+ ____ � � �� � FC?UNDATION WAL�,IYP.� T I—.� �� _..� �._ ____ ____ � � .—�-I 1 �� I � � T \ ! � I I I I� �� I I l I I � � I I I �I k I I I I 1 I I� ( --��-- — � ! �..��� .� � � � _ _._. .� \\� � ` �.. _ k { �--_� � n � .___ I � � � .� � � .� .� �� PRt? JECT : C1404-14 � ; {� - � 3� x�� 7r �.v 1 ° o c. I) �� � � � � ____ ____ ____ � � �II a R A W N B Y : JPL � � � � � . r � � ^ ____ � — � \ — N � — — �-- —--���� _._. � � � .__. T o � . f � ; I — —— I ( X - — .� � �-. ____ — — -� — ,� _ _._. � � -1- ^ — — �--� I � � �. ____ � X � .� � � ___. — _._._ ____ --1-�! REVIEWED BY . JPL �� � ( f � ` �. ( � � I �4 D A T E : PERMIT 08.11.14 � { � t � � � � � � � � � � � � i � � � I � I I tV � � � � � � _. �\ � N _ — � � _ — _._._ __�__ � � � � � � � � � —� \ I � � ' ! { ! { ( � ___.____——�— ,, , � , n. �. � � � ____ , � E v i s i a N s : �C 1 jl � . fi � �1 � � � � � � � � i � � � � � I � I I �� � ul ., � w � �, f REVfSED 07.28.15 I � � \.��_..�,c� ..;,\�- .�, .�,� � . ,���-��; ���;�;.�,��� —w. � � � — -��T _ � �-� — .—� — ____ — — -k--- -; — — � — � � � � � �. � T � � �: ���! �� � � ���`��������-����� —���"����� � I 1 C I I � __._ — — _ � _ � — ' '� — � _ _ _ r___. ____ _ �____ �` � _ _ � �_. _.___ _ ..__ � � , : EI _ �- _ _ _ _..,_, I _ _�.. � .__� _ .� .�I� �,, 1 ( I I1lI ��- -- -- _— _- __ __ _ __ � I ._ ___ _ ._ __ __ ---_ � �I-=��� I� rtI I ! I I I � � I I � I ( � � ( ( � INDICATES EXISTING CONC.� � _ ���� - ---�—.� — — -��— — �—=�r--_ —��--T -� � � � � � ____ � _ � �I � ; I j �-- o��A-�►�,,�- ---{- f— ,; ---�-� � ; I - � _ _.�. _ �� `-� � � UPPER DECK VERIFY A�L DIM. W/ EXSTG. C,.,1 ��E�� �C�(\ 1� t—l�l'V I � I '�C� �L��� , „ _ ,_ FRAM I NG PLAN G(�NDITiC�NS & ARCH. PLANS SCALE, 1/4 — 1 0 � & DETAI�� PLAN NOTES. 1. NEW BEAMS ARE FI.USH UNLESS NOTEQ"QROPPED". 2, NEW PQSTS CONTINU(�US SELOW ARE INDICATED:� NEW POSTS FROM ASf�VE NOT CpNTINU�US BELOW ARE 1NDICATED; ❑ 3. EXSTG, POSTS CONTINUOUS BELOW ARE INDICATED: �EXSTG. POSTS FROM AB�VE NQT CONT(NUOUS BELUW ARE INDICATED:�� 4. (E)-EXISTING FRAMIN�INDICATED AS THUS: (-—— -) (Nj-NEW FRAMING(NDICATED AS THUS: ( }. 5. NEW INTERIOR STUD BEARWG WAL�S ARE INDICATED: ��.� � 6. EXSTG. INTERI�R STUD BEARING WALLS ARE INDICATED: ��``�`� 7. Q WDICATES CQNNECTION IYPE. REFERENCE SCHEDULE SHEET S1. 8, NUMBER OF STUDS INDICATED ON PLAN FOR BUILT UP POSTS ARE TRIMMERS ONLY AND DO NC?T IF�CLUDE KING STUDS. 9. 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