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Plans BUP2015 00055 N N 0 0 N 0 0) U ON LU < U U Ln _ 6 < ED LU M 2015 LU c ITy FA IGRD z OF z < VVISION L B ILDING D C0 Lf) Lr) ®a 0 Lr) 0 IIII r IITIIII IIII:II IIIIIIIII J iLLII LL TII IiIIII _LL_LL1LL --------------- _iI1iI III ----------- -P IIII IIIII iI IIIIII ......... ...... III L LIiII L ........... a1 iIi(II IIIlIII -.......... II -------------------> LE I L'77 III ,lm�'V EII % ----------- ------- PPR SQUARE TOO LLC. C/O MACERICH 77� -j 401 WILSHIRE BLVD. ----------- ----------- SUITE 700 SANTA MONICA, CA. 90401 Lj L� Lj -------- -6000 PH: (310) 394 OWNER TOMASI ALAN T. LOS ANGELES,CA. LICENSE#6396 CONSULTANT re) IIIIIIIIIIi II 0 LIJ LLJ 0 0 cy Lr) o III7- LLII LL cy 0 II IIII III III IIII T iiii T __LL_LL ------ Ii III L9 --T II T", -7-T- 7- i jL' L T -7 7 7/7 L 7L III II IIIII II iIIII IIII T < L I Q'Fi II Ln L Aj cn Ll NOTICE OF EXTENDED PAYMENT PROVISIONS IL------------ THE CONTRACTOR WILL ALLOW THE OWNER TO MAKE PAYMENT WITHIN 30 DAYS AFTER THE DATE A BILLING OR ESTIMATE IS SUBMITTED, ------------ I MWEIDF L NOTICE OF ALTERNATE BILLING CYCLE Approved-. THE CONTRACTOR WILL ALLOW THE OWNER TO OTQ REQUIRE THE SUBMISSION OF BILLINGS OR Peffnit ESTIMATES IN BILLING CYCLES OTHER THAN 30- Addresr. DAY CYCLES, BILLINGS OR ESTIMATES FOR THE CONTRACT SHALL BE SUBMITTED AS FOLLOWS: II Suite#: ONE CALENDAR MONTH ENDING ON THE LAST DA Y OF THE MONTH. By: Dates OFFICE COPY REV DATE DESCRIPTION COVER SHEET SHEET TITLE 14022.00 JOB # CITY OF TIGARD Approved by Planning 01/13/2015 DATE Date, Initials: 71i SHEET # C�! N 0 N 0 M u UON SHEET INDEXPROJECT DIRECTORY < M SHEET SHEET NAME CLIENT/DEVELOPER: ARCHITECT: NUMBER PPR SQUARE TOO LLC. TSARCHITECTS, INC. � E® C/O MACERICH 2050 S. BUNDY DR. SUITE.225 , 401 WILSHIRE BLVD. LOS ANGELES, CA. 90025 ARCHITECTURAL SUITE 700 PH: (310}I395 7901 A0,00 COVER SHEET SANTA MONICA, CA. 90401 CONTACT; co ul) AO.01 TITLE SHEETPH; (310)394-6000 ALAN TOMASI 0 A0.02 GENERAL NOTES (310)395-7923 A0.03 GENERALNOTESLn atomasi@tsarch.com A1.01 SITE PLAN A2.01 BLDG. C FLOOR PLAN -DEMO A2.02 BLDG. G FLOOR PLAN -NEW STRUCTURAL ENGINEER: A2.03 BLDG. C ROOF PLAN ENGLEKIRK PARTNERS, LLC. A3.01 BLDG. C EXTERIOR ELEVATIONS 683 S. F[GUERQA STREET LOS ANGELES, CA. 90017 A4.01 WALL SECTIONS EA5E�02 EXTERIOR DETAILS PH; (323)733-6673WASHINGTON S UARE TOO L o EXTERIOR DETAILS M - — -- - - -- -..___---- STRUCTURAL CONTACT; — -----------. -- ------ LAWRENCE HO 50.01 STRUCTURAL GENERAL NOTES lawrence,hoczenglekirk.com 50.02 STRUCTURAL GENERAL NOTES NEW FACADE ADDITIONS 51.01 TYPICAL WOOD DETAILS 52.01 BUILDING C FOUNDATION PLAN l 0 M 52.02 BUILDING C FRAMING PLAN BLDGS . C ULTA PORTAL 53.01 STRUCTURAL DETAILS - i PPR SQUARE TOO LLC" 9585 S .W. WASHINGTON SQUARE ROAD C/0 MACERICH 401 WILSHIRE BLVD. SUITE 700 TIGARD , OREGON 97223 SANTA MONICA, CA, 90401 PH: (310} 394-6000 OWNER A ALAN T.TOMASi LOS ANGELES, . CA LICENSE#6396 CONSULTANTOF rn LEGEND ABBREVIATIONS SYMBOLS PROJECT DESCRIPTION < r4 0 0 BUILDING C; L ANGLE F.A. FIRE ALARM P,D. PLANTER DRAIN PARTITION FIRE RATINGS j AT F.D. FLOOR DRAIN P/H PENTHOUSE (PLAN INDICATIONS) ADDITION OF A NEW ENTRY FACADE AND NEW EXTERIOR LIGHT FIXTURES AT AN EXISTING CL CENTERLINE F.E. FIRE EXTINGUISHER P.L. PRC3'PERTY LINE TENANT SPACE. DEMO OF AN EXISTING 10, 420 S.F. SPACE. ui F.E.C. FIRE EXTINGUISHER CABINET PL. PLATE NON RATED /—\ NUMBER F.F. FINISH FLOOR OR FACTORY FINISH P.LAM. PLASTIC LAMINATE 1. ALL ELECTRICAL WORK SHALL BE DESIGN BUILD - \ - - - GRID LINES m w ONE HOUR FIRE RATEDuj / A.B. ANCHOR BOLT F.H.C. FIRE HOSE CABINET PLAS. PLASTER AC. ACRYLIC (PAINT} FIN. FINISH PLYWD ----- 2. SIGNAGE SYSTEM IS NOT WITHIN THE SCOPE OF THIS PERMIT, SUBMIT DRAWINGS TO LOCAL . PLYWOOD JURISDICTION FOR REVIEW AND APPROVAL IN ACCORDANCE WITH LOCAL CODES PRIOR TO A.C. ASPHALT CONCRETE FLR. FLOOR PR. PAIR - ®m �a ®® TWO HOUR FIRE RATED INSTALLATION. ACOUS. ACOUSTICAL FLASH. FLASHING PT PAINT A.G.U. AIR CONDITIONING UNIT FLUOR. FLUORESCENT MATERIALS (SMALL SCALEcy MATCH LINE A.D. AREA DRAIN F.O. FACE OF R. RISE ADJ, ADJUSTABLE F.O.C. FACE OF CONCRETE RAD, DIUS R.D. ROOF DRAIN o°" I CONCRETE AL. ALUMINUM F.O.M. FACE OF MASONRY RIC. RECESSED WORK POINT, CONTROL POINT, ANDD. ANODIZED F.O.S. FACE OF STUDS r= — EARTH - OR DATUM POINT A.P. ACCESS PANEL F.O.W. FACE OF WALL REFR. REFRIGERATOR fi= L APPROX. APPROXIMATLEY F,S. FLOOR SINK REQ'D REQUIRED F.T. FOOT RESIL. RESILIENT INSULATION, BATT OR BLANKET BD. BOARD RM. ROAM SECTION NUMBER FTG. FOOTING BLDG. BUILDING R.O. ROUGH OPENING - INSULATION, RIGID SHEET NUMBER PURR. FURRING BLK. BLOCK ROOF'G ROOFING F,W, FLAT WALL (PAINT) BLKG. BLOCKING Z1/_a MASONRY BM. BEAM GA, GAGE SASF SELF ADHERED SHEET FLASHING — -----.--------_---____-1 S.C. SOLID CORE EFFECTIVE CODE: BOT. BOTTOM GALV. GALVANISED �` \I ROCK FILL B.U.R. BUILT-UP ROOFING G.D. GARBAGE DISPOSER SECT. SECTION 2010 OEEGON STRUCTURAL SPECIALTY CODE S.G.E. SEMIGLOSS ENAMEL 2011 OREGON ELECTRICAL SPECIALTY CODE CART, CABINET GL, GLASS SHEATH'G. SHEATHING MATERIALS (LARGE SCALE) 2011 OREGON PLUMBING SPECIALTY CODE DETAIL NUMBER GR. GRADE 2010 OREGON FIRE CODE - SHEET NUMBER CEM. CEMENT BD. YGYPSUM BOARD SILM.POL. SILICONE POLYESTER ACOUSTICAL BOARD OR TILE 00 / ILAR C.B. CATCH BASIN L ------- Ln SPECS. SPECIFICATION < :D C" CER. CERAMIC H.B. HOSE BIBB SQ. SQUARE iI ASPHALT CONCRETE PAVING / G.J. CONTROL JOINT3: ca EXTERIOR ELEVATION NUMBER H.C. HOLLOW CORE S.S. SERVICE SINK CLG, CEILING SHEET NUMBER HIDED. HARDBOARD &ST, STAINLESS STEEL GLASS CLQ. CLOSET HDWD. HARDWOOD STD. STANDARD - CLR. CLEAR H.M. HOLLOW METAL STL. STEEL A C.Q. CONCRETE OPENINGGRANITE, MARBLE OR STONE NOTICE OF EXTENDED PAYMENT PROVISIONS — - INTERIOR ELEVATION NUMBER COL. COLUMN HR, HOUR STAR. STORAGE / V HORN, HORIZONTAL STRL, OR STRUCTURAL THE CONTRACTOR WILL ALLOW THE OWNER TO 2 INTERIOR ELEVATION LETTERS 7.01 SHEET NUMBER CONT. CONTINUOUS INSUL. INSULATION SUSP. SUSPENDED ASE PAYMENT WITHIN Q DAYS AFTER THE DATE GYPSUM WALLBOARD OR GYPSUM SHEATHING CONC. CONCRETE VICINITYMAP ' LD. INSIDE DIAMETER STRUC, A BELLING OR ESTIMATE IS SUBMITTED. CARR. CORRIDOR INT. INTERIOR SYM. SYMMETRICAL INSULATION, BATT OR BLANKET C.S.P. COMBINATION STANDPIPE --- -- NOTICE OF ALTERNATE BILLING CYCLE C.M.U. CONCRETE MASONRY UNIT JAN, JANITOR T.C. TOP OF CONCRETE THE CONTRACTOR WILL ALLOW THE OWNER TO C.W. CURTAIN WALL JT. JOINT /%// /� METAL REQUIRE THE SUBMISSION OF BILLING OR TEMP, TEMPEREDE ESTIMATES IN BILLING CYCLES OTHER THAN 30- 1 - WALL TYPE - SEE WALL SCHEDULE DAY CYCLE. BILLING O ESTIMATE FOR THE DBL. DOUBLE LAM. LAMINATE METAL LATH LAV. LAVATORY T.F. TOP OF FINISH CONTRACT SHALL BE SUBMITTED AS FOLLOWS: D.F. DRINKING FOUNTAIN LB/LBS POUNDS T G TONGUE AND GROOVE - PLYWOOD ONE CALENDAR MONTH ENDING O THE LAST DAY DET. DETAIL _ Gam._--- OF THE MONTH. WINDOW TAG - SEE WINDOW SCHEDULE LIN. LINEN TRK, THICK DIA. DIAMETER DIM. DIMENSION LVR. LOUVER T.Q. TOP OF - -- SAND, MORTAR OR PLASTER DISP. DISPENSER LTWT. LIGHTWEIGHT T.O,R. TOP OF ROOF T.P.N. TOILET PAPER HOLDER ( SHEET METAL (ELEVATION) X201 DOOR TAG - SEE DOOR SCHEDULE DN. DAWN T.P. TOP OF PARAPET �� MAX. MAXIMUM DRDOOR MECH. MECHANICAL D.S. DOWNSPOUT T.S. TOP OF SHEATING TILE REV DATE DESCRIPTION FFI ROOM NAME MTL. METAL D.S.P. DRY STANDPIPE TV. TELEVISION d MFR. MANUFACTURER 201 T.W. TOP OF WALL - - WNGTON ROOM NUMBER DWG. DRAWING �� WOOD FRAMING THROUGH MEMBER E MHS MATERIAL HANDLING SYSTEM. TYP. TYPICAL �= -- -- x*r, MIL. MILLIMETERS EA. EACH MIN. MINIMUM aR MINUTE U.N.Q. UNLESS OTHERWISE NOTED - TITLE� CEILING MOUNTED EXIT SIGN WOOD FRAMING INTERRUPTED MEMBER AO ��° °• � �® EF. EXHAUST FAN MISC. MISCELLANEOUS V.C.T. VINYL COMPOSITION TILE DIRECTION TO EXIT VERT. VERTICAL dgo SHEET TITLE EFS EXTERIOR FINISH SYSTEM M,Q. MASONRY OPENING �, WOOD FINISH EIFS EXTERIOR INSULATION SITE AND FINISH SYSTEM M.S. METALSTUD VEST, VESTIBULE WALL MOUNTED EXIT SIGN MTD. MOUNTED EL. ELEVATION V.W.C. VINYL WALL COVERING � 14022.00 JOB # > DIRECTION TO EXIT ELIC. ELECTRICAL * * I N.I.G. NOT IN CONTRACT W. WASHING MACHINE ELEV. ELEVATOR 1121 EMIR. EMERGENCY NO. NUMBER W/ WITH - W.G. WATER CLOSET DATE i ENCL. ENCLOSURE r - REVISION CLOUD O1 OVER WD. WOOD E.P. ELECTRIC PANEL Q.C. ON CENTERTram REVISION NUMBERW.H, WATER HEATER EQ. EQUAL O.D. OVERFLOW DRAIN �� O.F. OVERFLOW W/O WITHOUT EQPT. EQUIPMENT OGC ORGANIC COATING EXP.JT. EXPANSION JOINT OPEN'G OPENING WP. WATERPROOFA0s01 EXP, EXPOSED OPP, OPPOSITE W.S.P. WET STANDPIPE EXT. EXTERIOR W.W. WINDOW WALL SHEET # Ln ul ,+Lu �� DEPARTMENT �� DISABLED �� NOTES � �� NOTES �� FIRE �= °==� � �� = � �=�==�� ~�, ==' �~�~� ��==�==� ACCESS � = `�~ � =�.�� U co i Lo Now 'o 1 PROVIDE APORTABLE FIRE EXTINGUISHER WITH ARATING DFNOT LESS THAN t |NBUILDINGS AND FACILITIES, FLOORS QFAGIVEN STORY SHALL BEA 12. THE FLOOR 0RLANDING ONEACH SIDE OFAWENTRANCE 0RPASSAGE DOOR 21. MOUNT FLUSH VALVE CONTROL NDMORE THAN 44"ABOVE THE FLOOR, ON uj 2`AWITHIN 75FOOT TRAVEL DISTANCE TOALL PORTIONS OFTHE BUILDING UN COMMON LEVEL THROUGHOUT, ORSHALL BECONNECTED BYPEDESTRIAN RAMPS, SHALL BELEVEL AND CLEAR.THE LEVEL AND CLEAR AREA SHALL HAVE A THE SIDE OFTHE TOILET WITH THE GREATEST SEPARATION FROM ADJACENT WALL EACH FLOOR, AND ADDITIONAL EXTINGUISHERS ASREQUIRED BYFIRE PASSENGER ELEVATORS ORSPECIAL ACCESS LIFTS. LENGTH !NTHE DIRECTION OFDOOR SWING 0FATLEAST 0O^AND THE LENGTH OR OTHER SURFACE. DEPARTMENT FIELD INSPECTOR ORBUILDING DEPARTMENT |NSPECT0R . OPPOSITE THE DIRECTION OFDOOR SWING OF44"ASMEASURED ATRIGHT 2� FLOOR SURFACES SHALL BE8L|P_REG|STANT. ANGLES TOTHE PLANE OFTHE DOOR |NITS CLOSED POSITION. 22. PROVIDE GRAB BARS ONEACH SIDE, ORONE SIDE AND BACK OFWATER 2. PROVIDE EXIT SIGN WITH O^ LETTERS OVER REQUIRED EXITS, WHERE SHOWN CLOSET. . Ln ON DRAWINGS, AND REQUIRED DEPARTMENT 3 EVERY 1O0R �0RE A GRAB BARS TOBE33"ABOVE AND PARALLEL TOTHE FLOOR. 13. FLOORSORLAND|NSGSHALLBENOTK�DRETHAN1/2" LOVVERTHANTHE A. INSPECTOR ORFIRE DEPARTMENT FIELD INSPECTOR. CONNECT EXIT SIGNS TO SHALL BENOT LESS THAN 44" |NWIDTH. THRESHOLD OFTHE DOORWAY. CHANGE |NLEVEL BETWEEN 1/4"AND 1/2" B. SIDE BARS TDBE42" LONG AND PROJECT 24" |NFRONT OFWATER EMERGENCY POWER CIRCUITS. COMPLY WITH BUILDING CODES. SHALL BEBEVELED WITH ASLOPE N(} GREATER THAN 12. CLOSET STOOL, GRAB BAR ATBACK TOBE80^ LONG. 4ABRUPT CHANGES |NLEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT C DIAMETER DFGRAB BARS TOBE1-1/4^TO1-1/2" 3 ��OV|DEE�E�GENCYL|BHT|NBOF0NEFODTCANDLEATFLU0RLEVEL � - EXCEED 1/2" |WHEIGHT. LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE 14,TOALERT THE VISUALLY IMPAIRED, MARK THE UPPER APPROACH AND THE DpROy|DE1-1/2"CLEARANCEBETVVEENGRABBARGANDVVALL COMPLY VV1THBU1LD|NGCODES D. � VERTICAL. BEVEL OTHERS WITH 4SLOPE NOGREATER THAN 1:2 LOWER TREAD 0FEACH INTERIOR STAIR WITH ASTRIP OFCLEARLY CONTRASTING E. GRAB BARS (INCLUDING CONNECTORS, FASTENERS, SUPPORT BACK|NG, COLOR ATLEAST 2"VV|OE PLACED 4. MAINTAIN AISLES ATLEAST 44^VV|OEATPUBLIC AREAS. 5 LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND yVH|CHARE ' ETCjSHALL�UpPORTA250POUW� LOAD. THE NOSE OFTHE STEP 0RLANDING.THE STRIP SHALL BEDFAMATERIAL F. �RABBA�� MALLW{TRDTATEV|TM|NTHBRF|TT|NG8 �|NAPATHOFTRAVEL8HALLBEDPERABLEV |THAS|NGLEEFFORTBYLEVER THAT |BATLEAST A8SLIP RESISTANT ASTHE OTHER TREADS OFTHE STAIR. G GRAB BARS AND ANY ADJACENT SURFACE SHALL BEFREE OFSHARP OR 5EVERY EXIT DOOR SHALL BEOPERABLE FROM THE INSIDE WITHOUT THE USE TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OROTHER OFAKEY ORANY SPECIAL KNDVVLEDGEOREFFORT. SPECIAL LOCKING DEVICES HARDyyAREDESIGNED TOPROVIDE PASSAGE yV|TH0UTREQUIRING THE ABILITY T0 ABRAS|VEELEMENTB. 5� CENTE� ELECTR|CALRECEPTACLEOUTLET8NOTLE8STHAN15"ABDVETHE 1 SHALL BEOFANAPPROVED TYPE. ALL NEW DOORS SHALL HAVE APPROVED GRASP THE OPENING HARDWARE. MOUNT DOOR OPENING HARDWARE BETWEEN H. EDGES SHALL HAVE AMINIMUM RADIUS OF1/8" FLOOR{)RWORKING PLATFORM, LEVER HANDLES. 3O"AND 44"ABOVE FLOOR FINISH, 23PROVIDE ACLEAR FLOOR SPACE 5O^X4O^ |NFRONT 0FLAVATORY TO 16, SANITARY FACILITIES LOCATED DNANACCESSIBLE FLOOR nFABUILDING 0� DOORS OPENING INTO REQUIRED 1-HOUR. FIRE-RESISTIVE CORRIDORS SHALL 6. CENTER HAND ACTIVATED DOOR OPENING HARDWARE BETWEEN 3O.AND 44. PERMIT AFORWARD APPROACH. SHALL BEACCESSIBLE TOTHE PHYSICALLY HAND|CAPPED� BEPROTECTEDVV|TMASK8OKEORDR4FTSTOPASSEMBLYHAV|NGA2O-M|NUTE ABOVE THE FLOOR. RATING AND SHALL 8ESELF-CL0Q|NG 24. MOUNT LAVATORIES WITH AMINIMUM CLEARANCE OF28" FROM THE FLOOR 17 ENTRY TDSANITARY FACILITIES: TOTHE BOTTOM OFTHE APR0N� PROVIDE KNEE CLEARANCE UNDER THE 7. K8AX|K4UK� PULLORPUSHEFFORTTOOPERATEDOORBBHALLNOTEXCEED5 PPR SQUARE TOO LLC. 7. 2U-M|NUTEDOOR JAMBS TOBET|BHT-F|TT|NB' SMOKE AND DRAFT POUNDS FOR EXTERIOR DOORS AND 5POUNDS F{}RINTERIOR DOORS, K4EASURED 4�44^ CLEA�A|SLEBDR�DR�|D0R� VVHE�EDCCUPANTLOAD01OO� FRONT LIP EXTENDING AMINIMUM OF3O" |WWIDTH WITH 8" MINIMUM WIDTH, ANDC/O MACERICH CONTROLLED, ATRIGHT ANGLES TOHINGED DOORS AND ATCENTER PLANE OFSLIDING OR K4ORE� SHALL BEAMINIMUM DF9" HIGH FROM THE FLOOR AMINIMUM OF17" DEEP 401 WILSHIRE BLVD. SUITE 700 FOLDING DOORS. CORRESPONDING DEVICES ORAUTOMATIC DOOR OPERATORS B. DOORWAYS TOHAVE A32^ CLEAR OPENING, FROM THE FRONT OFTHE LAVATORY. SANTA MONICA, CA, 90401 8EXIT� KAAYBEUTILIZED TOMEET THE ABOVE STANDARDS. K4AX|MUMEFFORT T0 C. ONAPPRDACMG|�E' PROV|DEAOO^CLEA� LEVELG�ACEVVHEN DOOR MORE PERSONS AND |NANY HAZARDOUS AREA. OPERATE REQUIRED FIRE DOORS MAY 8EINCREASED NOT TOEXCEED 15POUNDS. SWINGS TOWARD APPROACH AND 44^SPACE WHEN DOOR SWINGS AWAY 25. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BEOPERABLE WITH PH: (310) 394-6000 FROM APPROACH. ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING ORTWISTING OF OWNER 8 INTERIOR� THE WRIST. THE FORCE REQUIRED TDACTIVATE CONTROLS SHALL BENO 8.THE BOTTOM 1O" OFALL DOORS (EXCEPT SLIDING AND AUTOMATIC)SHALL ANEND POINT FLAME SPREAD RATING: GREATER LEVER �U8HTYPEANDELECTRON|��LLY HAVE ASK�D0THUNINTERRUPTED SURFACE TOALLDVVTHE DOOR T0BEOPENED 1D. TOILET ROOM ACCESSORIES � ' A CLASS 1, FLAME SMOKE FOR' - ' ' A BOTTOM END OFTHE REFLECTIVE SURFACE UFTHE MIRROR T0BEMOUNTED CONTROLLED MECHANISMS ARE EXAMPLES OFACCEPTABLE DESIGNS. SELF ALAN T.TOMASI BYAWHEELCHAIR FOOTREST WITHOUT CREATING ATRAP 0RHAZARDOUS INSTALLED |NVERTICAL EXITS. 40'Y\FF MAX. CLOSING ARE ALLOWED 1FTHE FAUCET REMAINS OPEN FOR ATLEAST 10 CONDITION. PROV0EA10" HIGH SMOOTH PANEL DNTHE PUSH S0EOFB� CLASS 11, FLAME SPREAD 2O-75' SMOKE DENSITY 3OO' FOR LOS ANGE ES, CA. SECONDS. LIC NARROW FRAME DOORS. B MOUNT TOILET TISSUE DISPENSERS WITHIN 12" FROM THE FRONT EDGE OFLICENSE#6396 INSTALLED |NHORIZONTAL EXITS. C �L4�B |U FLAME SMOKE FOR THETO|LET�EAT� C. ' ' ' 26INSULATE DROTHERWISE COVER HOT WATER AND DRAIN PIPES UNDER CONSULTANT B� EVERYREOU|REDENTRANCEORPASBAG£ DOORVAYGHALLBENOTLEB8|NGTALLEOINANyDTHERLOCAJ|QN, C �0UNTD|GPEN�/NGANDD}3P{ �ALF|KTUREG (TOVEL. GANiTARYNAPK|NS. LAVATORIES. THAN TIN WIDTH AND NOT LESS THAN 0-U^ |NHEIGHT. DOORS SHALL BE WASTE, COIN SLOTS, ETCjWITH OPERATING PARTS NDHIGHER THAN 4O" 1O, DECORATIONS (CURTAiNS' DRAPES, SHADES, HANGINGS, ETCjSHALL BE CAPABLE OFOPENING ATLEAST 98DEGREES AND SHALL BESOMOUNTED THAT F�OkXTHE FLOOR. 27.THERE SHALL BENOSHARP DRABRASIVE SURFACES UNDER LAVATORIES. 0 NON-COMBUSTIBLE DRBEFLAK8EPRODFED |NANAPPROVED MANNER. THE CLEAR WIDTH 0FTHE DOORWAY |SNOT LESS THAN 82" 1Q, SINGLE ACCOMMODATION TOILET FACILITYo0 28.THERMOSTATS SHALL BEMOUNTED ATREACH RANGE HEIGHT (40^AFF) AWATER CLOSET TOHAVE A28"CLEARANCE FROM AFIXTURE AND 32" CN 11 PROV|DEF|�EDAK�PER8ORDOO��VVH�REA|RDU�TSPENETRATE 1O. YVHEREAPAIR OFDOORS |SUTILIZED, ATLEAST ONE OFTHE DO{}RSSHALL FIRE-RATED VVALLSDRCBL|NGB. PROVIDE ACLEAR, UNOBSTRUCTED OPENING VV|DTH0F32"VV|TMTHE LEAF FRD� AVYALL 2Q� CLOTM|NGHQO��A�ET0BELO�ATEDVV|TH1NAPPROPR|ATEREA�HRANGE (K8AX 48"AFF) uj POS1T0NEDATANANGLE 0FgODEGREES FROK4ITS CLOSED PO8|T|ON B. MINIMUM 12. STORAGE, DISPENSING DRUSE OFANY FLAMMABLE ORCOMBUSTIBLE LIQUIDS, CASPACE 3O"X4O^ |SPERMITTED |NFRONT OFEXISTING WATER CLOSET FLA��ABLEGA��NDMAZARD0UGSUBGT4NCE@ �HALLCO�PLYVV|THUN|FOR� �1� /DENT|FYACCE8B|BLEENTRANCESYV|THATLEAGTONE �TANDARD �|GNAND ACCESSIBLE T0THE HANDICAPPED. F��ECODEREBULAT|DN�� VV|TNA�D|T|ONALD|RE�T|ONAL�|�NS. ASREC)U|�E�. V|B|BLEFRO� APp�D�CH!NG cy PEDESTRIAN WAYS. 20,THE HEIGHT OFTHE WATER CLOSET (TOP 0FSEAT)SHALL BEBETWEEN 17" 13WOOD� AND 18^ CODE REQUIREMENTS. cy - C) 14, EXTEND OR MODIFY EXISTING FIRE/LIFE SAFETY SYSTEM ASREQUIRED TD PROVIDE ANAPPROVED FIRE/LIFE SAFETY SYSTEM, SUBMIT PLANS TDFIRE GENERAL NOTE S 2! P-4 P-4 DEPARTMENT WITH COMPLETE DESCRIPTION OFSEQUENCE OFOPERATION, AND OBTAIN APPROVAL PRIOR T0INSTALLATION. 0 u NEW 1 ALL 9VVO�KA�EA�TO �EK�A|N �E�UREANOLDCKABLEDU�|NSC0NSTRUCT!ONTHE 2OCOK8MEWCEK�ENTOFVVDRK5HALLBEDEEk�EDABTHEGC'8ACKNOVVLEDGMENT 15, LOCATE THE CENTER OFFIRE ALARK8INITIATING DEVICES 48''ABOVE THE � � � � INCLUDE SPEC|F|C4T|ONBTHED�AVV|NG� ALL ADDEMDUMS AND GENERAL CONTRACTOR SHALL COORDINATE VV|THLANDLORD TOENSURE 8ECUR!TY OFALL VVORKTOC{)MPLETEPROJECT |NCONFORMANCE VV|THCONTRACT LEVEL 0FTHE FLOOR,VVDRK|NGPLATFORM, GROUND SURFACE ORS|DEVVALK. ' ' MODIFICATIONS ISSUED BYTHE ARCHITECT. DOCUMENTS AND SCHEDULE. |T {STHE RESPONSIBILITY 0FTHE GCTO 10 EMERGENCY WARNING SYSTEMS SHALL ACTIVATE AMEANS OFWARNING THE 10�THE GCSHALL VERIFY THAT THE EXISTING FLOORS ARE LEVEL COORDINATE ORDERS, SUBMITTALS AND IMPLEMENTATION OFLONG LEAD ITEMS. HEARING IMPAIRED, FLA�H|NGy|8UALyyA�N�N8SHALLH�yEAFRE�UEN�yOF 2� THE GENERAL CONTRACTOR (GC)SHALL REV|EVVALL D{}CUK4ENTSAND VERIFY ANDFREEFRQK� �CAL|N�� GCTO �EpQRTAWyVA�|AT|0N8 |NF|N|8HFLO�R SUBSTITUTIONS VV/LLNOT BEC[)NS|DEREDRESULTING FRDX8THE GC'SFAILURE ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL CONFIRM THAT WORK IS NOT MORE THAN 88FLASHES PER MINUTE. LEVEL GREATER THAN 1/4" |N1O'-O" (N{)N-CUMWLAT|VE)TOARCHITECT. TOMAKE LONG LEAD ITEM ORDERS |NATIMELY FASHION. BUILDABLE ASSHOWN.ANY CONFLICTS OROMISSIONS, ETC.. SHALL 8E 21� 0VVNERVV!LLPR[)V|DEVVORKNOTED "BY DTHER8''DR''N|C^ UNDER Ln |K4MED|ATELYREPORTEDTOTHEARCH|TECTFORCLAR|F|CATiONPR|ORTOTHE 17 EXTEND (]RMODIFY EXISTING AUTOMATIC FIRE EXTINGUISHING SYSTEM AS SEPARATE CONTRACT. INCLUDE SCHEDULE RE{lU|REMENTS |N 00 PERFORMANCE DFANY VYDRK |N {JUEBT|ON � Ln REQUIRED TOPROVIDE ANAPPROVED AUTOMATIC FIRE EXTINGUISHING SYSTEM. CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE TOASSURE THE GCSHALL ARRANGE FOR INSPECTIONS NECESSARY TDOBTAIN A SUBMIT PLANS TOFIRE DEPARTMENT AND OBTAIN APPROVAL PRIOR TO 11THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, WHAT |SSHOWN 0R ORDERLY SEQUENCE OFINSTALLATION. CERTIFICATE OFOCCUPANCY. INSTALLATION. REFERRED TO,ATAGIVEN LOCATION, SHALL BEPROVIDED ASTHOUGH 22MAINTAIN EXITS, EXIT FIRE AND ALARMS BHOVVNONALL(U0N ) ' ' ' 3 |NCASE OFCONFLICT BETVVEENARCHITECTS AND CONSULTANTS DRAVV|NG8 |N � � 18AUTOMATIC SPRINKLER SYSTEMS SHALL BESUPERVISED BYANAPPROVED |NCONFORMANCE WITH CODES AND ORDINANCES. LOCATING K8ATER|ALG/EOUIPK4ENT. THE ARCHITECT SHALL BENOTIFIED FOR NOTICE OF EXTENDED PAYMENT PROVISIONS CENTRAL. PROPR|ETARYORREMOTESTAT|ONSERViCEORALOCALALARMVVH|CH 12 SUBSTITUTIONS, REVISIONS OR CLARIFICATION. ' 23. COORDINATE AND PROVIDE BACKING FOR K4|LLVVORKAND ITEMS VV|LLG|VEANAUD|BLES|BNALATAC0NGTANTLYATTENDEQLDCAT|0N. FOR REVIEW (IN CONFORMANCE WITH SPECIFIED PROCEDURES) PRIOR T[) THE CONTRACTOR WILL ALLOW THE OWNER TO ATTACHED DRMOUNTED T0WALLS {}RCEILINGS. MAKE PAYMENT WITHIN 30 DAYS AFTER,THE DATE 4.ALL WORK SHALL 8EPERFORMED DURING REGULAR BUSINESS HOURS WHENEVER PURCHASE, FABRICATION, ORINSTALLATION. REFER TOSPECIFICATIONS A BILLING OR ESTIMATE IS SUBMITT POSSIBLE. WORK INVOLVING EXCESSIVE NOISE 8RDUST, ORWHICH WOULD FOR SPECIFIC PROCEDURES. 24.WHERE EXISTING ACCESS PANELS CONFLICT WITH THE CONSTRUCTION, REL0CATEP�NELSTDAL|�NVV|THANDF|TVY|TH|� NEVV�ONBTRUCT|ON NOTICE OF ALTERNATE BILLING CYCLE DTHERYV!SE |0TERFEREVV!THTHENORK8ALOPERAT|ON0FTHEFAC|L|TY/TENANTS � 11ALL WORK SHALL BECOORDINATED BYTHE G.0INCLUDING; SCHEDULING TIME SHALL BEDONE ONANDVERTiME NON-REGULAR THE CONTRACTOR WILL ALLOW THE OWNER TO' AND LOCATIONS FOR DELIVERIES, BUILDING ACCESS, BUILDING FACILITIES, ETC. 25. UNDERCUT DOORS T0CLEAR TOP OFFLOOR FINISHES BY1/4''. REQUIRE THE SUBMISSION OF BILLINGS OR COORDINATED WITH LANDLORD, UNLES8OTHERVV|SENOTED, ESTIMATES IN BILLING CYCLES OTHER THAN 30- DAY CYCLES. BILLINGS OR ESTIMATES FOR THE 14kTHE SCOPE OFWORK AND ADJACENT AREAS (INCLUDING "ACCESSIBLE PATH" 5 GENERALC0NT�ACTOR�MALLNOT|FYTHEAR�M|TE�TOFANY(E) UT�L|T|E� NOT 26.TEMPORARY CONTRACT SHALL BE SUBMITTED AS FOLLOWS:' AND LOBBY WHERE |TAPPLIES TOTHIS WORK)SHALL BEPROTECTED FROM ANYONE CALENDAR MONTH ENDING ON THE LAST DAY COVERED IN THE CONSTRUCTION/DEMOLITION DOCUMENTS, WHICH MAY INTERFERE SHALL NOT OPEN FOR BUSINESS UNTIL ALL TRADES INSPECTORS, OF THE MONTH, OAMAGETHATOCCURS BECAUSE OFTHIS WORK.ANY DAMAGE THAT OCCURS WITH COMPLETING THEIR SCOPE DFWORK, THE ARCHITECT& GENERAL FIRE INSPECTOR,AND THE BUILDING INSPECTOR APPROVES FINAL SHALL BETHE FINANCIAL RESPONSIBILITY DFTHE GC. CONTRACTOR SHALL DISCUSS THE REMOVAL OFTHESE UTILITIES.WHEN REMOVAL INSPECTIONS AND THE MALL MANAGEMENT GIVES APPROVAL TDOPEN |SAPPROVED BYTHE ARCH|TECT GENERALC0NTRACTORSHALL |NSPECTTE5T. FOR BUSINESS. ' ' 15�ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, AND DISCONNECT THE SPECIFIED UT|L|TYCUTBACKTDSOU�CE (ORPER|��TERDF ' INSTALLED, CONNECTED, ERECTED, CLEANED, AND CONDITIONED PER MFR.'S 2T, THE GCSHALL OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED LEASE SPACE)AND CAP.ALL PENETRATIONS RESULTING FROM THE REMOVAL SHALL INSTRUCTIONS. |NCASE OFDIFFERENCES BETWEEN THE MANUFACTURER'S BYPUBLIC AUTHORITIES GOVERNING THE WORK. REV A DE CRIPTION BESEALED WITH NEW CONSTRUCTION TOMATCH (E)ADJACENT BLDG. FINISHES. INSTRUCTIONS AND CONTRACT DOCUMENTS,THE GCSHALL NOTIFY THE UTILITY SERVICE SHALL BEDEFINED AGPLUMBING, HVAC, ELECT . 28CONTACT INSPECTOR FOR APRELIMINARY CONSTRUCTION INSPECTION WHEN ARCHITECT BEFORE PROCEEDING. AND FIRE PROTECTION SYSTEMS. GCSHALL INDICATE PERMANENTLY ABANDONED CONSTRUCTION FINISHED WORK |SAPPROXIMATELY 7596TO80% COMPLETE, GENERAL NOTES UTILITIES OWARECORD SEPIA TOSERVE ASPART DFTHE°AS-8U|LT"SET. WITH PLUMBING �OU�HVENT|LAT|QNAND ROUGH EQUIPMENT INSTALLED. 18.ACCESS PANELS, CLEANOUTS.AND THE LIKE SHALL BEK�A|NTA1NEDFOR ' ' (COORDINATE WITH LANDLORD) EXISTING BUILDING SYSTEMS. 29. CONTACT INSPECTOR FOR AFINAL CONSTRUCTION INSPECTION UPON 10O% OFTHE CONSTRUCTION, INCLUDING ALL FINISH WORK,AHEALTH PERMIT WILLSHEET TITLE 17 THE GCSHALL HAVE AFULL-TIME REPRESENTATIVE DNSITE ATALL TIMES BEISSUED ATTHE TIME OFINSPECTION WHEN ALL HEALTH CODE REQUIREMENTS O, ''ALiGN"SHALL MEAN ACCURATELY LOCATE FINISH FACES |NTHE SAME PLANE. 14022.00 WHILE CONSTRUCTION ACTIVITIES ARE OCCURRING ONSITE, ARE SATISFIED. 7 ''TYF|CAL'' OR^TYR" SHALL K�EANTHAT THE C0WD1T0N |S REPRESENTATIVE FOR 3U� THE �ENE��LCONTRACTDRAND�LLE�PLOYEESARE �EOU|REDT0AB|DEB� 18, THE GCSHALL COMPLY WITH ALL CODES, LAWS, ORDINANCES,AND LANDLORD'S CONSTRUCTION RULES & REGULATIONS. 01/13/2015 SIMILAR CONDITIONS THROU6HOUT UNLESS DETAILS' � REGULATIONS OFPUBLIC AUTHORITIES GOVERNING THE WORK. DATE USUALLY KEYED AND NOTED ''TYP^ ONLY ONCE, WHEN THEY FIRST OCCUR. 19D0NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN PARTITION LOCATIONS, O. "S|k4|LAR^OR^S|M'' MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS DIMENSIONS AND TYPES. DOOR AND WINDOW LOCATIONS SHALL BEAGSHOWN NOTED. VERIFY DIMENSIONS AND ORIENTATION 0NPLANS AND ELEVATIONS. ONCONSTRUCTION PLAN. |MCASE OFCONFLICT, NOTIFY ARCHITECT FOR WRITTEN CLARIFICATION PRIOR TOPROCEEDING WITH CONSTRUCTION. AOmO2 ul Ll) T__f N (N 0 o N 0 m u 0 r- Lij DEMOLITION NOTES POWER & COMMUNICATION NOTES REFLECTED CEILING NOTES FINISH NOTES %lj, u< cmo UO-1 Lu j uj 1 ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE, UNLESS 1. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND 1, PRIOR TO CORING SLAB, REVIEW LOCATIONS WITH ARCHITECT AND 1. DESIGN SUSPENDED CEILING FRAMING SYSTEMS TO RESIST A LATERAL FORCE (D OTHERWISE NOTED.ALL DIMENSIONS MARKED"CLEAR"SHALL BE REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND COORDINATE LOCATIONS WITH OWNER. OF 20 % OF THE WEIGHT OF THE CEILING ASSEMBLY AND ANY LOADS TRIBUTARY -5 < ENVIRONMENTAL PROTECTION. TOTHE SYSTEM. USE A MINIMUM CEILING WEIGHT OF 5 POUNDS PER SQUARE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES co V) 0 2. PRIOR TO TRENCHING SLAB, SONAR ALL (N)TRENCH LOCATIONS AND FOOT TO DETERMINE THE LATERAL FORCE, INCLUDING FLOOR FINISHES. V) _j 2, PROVIDE AND MAINTAIN BARRICADES, LIGHTING,AND GUARDRAILS AS REVIEW LOCATIONS WITH ARCHITECT AND COORDINATE LOCATIONS WITH OWNER, 0 2. DIMENSIONS LOCATING DOORS BY EDGE ARE TO THE INSIDE EDGE OF REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF 2,WHERE CEILING LOADS DO NOT EXCEED 5 POUNDS PER SQUARE FOOT AND 0 JAMB, UNLESS OTHERWISE NOTED. BUILDING AND WORKERS. 3. COORDINATE INSTALLATION OF TELECOMMUNICATIONS, DATA AND SECURITY WHERE PARTITIONS ARE NOT CONNECTED TO THE CEILING SYSTEM, THE SYSTEMS. FOLLOWING BRACING METHODS MAY BE EMPLOYED: 1 GRID LINES ARE SHOWN FOR VISUAL REFERENCE ONLY AND DO NOT 3. ERECT AND MAINTAIN DUSTPROOF PARTITIONS AS REQUIRED TO PREVENT A. PROVIDE LATERAL SUPPORT BY FOUR WIRES OF MINIMUM NO, 12 GAUGE NECESSARILY IMPLY STRUCTURAL COLUMN CENTER LINES OR SPREAD OF DUST, FUMES, AND SMOKE, ETC. TO OTHER PARTS OF THE BUILDING. 4,VERIFY EQUIPMENT SPECIFICATIONS, POWER AND INSTALLATION REQUIREMENTS SPLAYED IN FOUR DIRECTIONS 90 DEGREES APART, AND CONNECTED TO THE EXISTING EDGES. ON COMPLETION, REMOVE PARTITIONS AND REPAIR DAMAGED SURFACES TO WITH MANUFACTURER TO ENSURE PROPER FIT AND FUNCTION, MAIN RUNNER WITHIN 2"OF THE CROSS RUNNER AND TO THE STRUCTURE MATCH ADJACENT SURFACES. ABOVE AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE 4, DIMENSIONS SHOWN AS V.I.F. SHALL BE VERIFIED BY THE CONTRACTOR 5, VERIFY MOUNTING REQUIREMENTS OF ELECTRICAL, TELEPHONE AND OTHER CEILING. PROVIDE THESE LATERAL SUPPORT POINTS 12 FEET ON CENTER IN IN THE FIELD BY LAYING OUT THE PARTITIONS. CONTRACTOR SHALL 4. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE EQUIPMENT. NOTIFY ARCHITECT OF ANY DISCREPANCY IN DIMENSIONS PRIOR TO EACH DIRECTION, WITH THE FIRST POINT WITHIN 4' FROM EACH WALL. EFFECTED AREAS AT NO COST TO THE OWNER. PROCEEDING WITH THE WORK IN THAT AREA. B. ALLOW FOR LATERAL MOVEMENT OF THE SYSTEM. ATTACH MAIN RUNNERS 6. GANG ADJACENT LIGHT SWITCHES AND COVER WITH A SINGLE PLATE. AND CROSS RUNNERS AT TWO ADJACENT WALLS; MAINTAIN CLEARANCE 5 5, REMOVE FROM SITE DAILY AND LEGALLY DISPOSE OF REFUSE, DEBRIS, . NEW GYPSUM BOARD CONSTRUCTION ADJOINING EXISTING CONSTRUCTION mom BETWEEN THE WALL AND THE RUNNERS AT THE OTHER TWO WALLS. RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. 7. PROVIDE LIGHT SWITCHING IN CONFORMANCE WITH TITLE 24 REQUIREMENTS. IN THE SAME PLANE SHALL BE FLUSH WITH NO VISIBLE JOINTS, U.O.N. C. PROVIDE VERTICAL SUPPORT AS REQUIRED IN BUILDING CODES, IN FOR ROOMS OR AREAS GREATER THAN 100 SQUARE FEET PROVIDE DOUBLE ADDITION, VERTICALLY SUPPORT ENDS OF RUNNERS WITHIN 8"OF 6, REMOVE DESIGNATED PARTITIONS, COMPONENTS, BUILDING EQUIPMENT, AND SWITCHES WITH EACH SWITCH CONTROLLING 50% OF LAMPS PER FIXTURE. 6. ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE, AND FREE OF DISCONTINUITIES SUCH AS MAY OCCUR WHERE THE CEILING IS INTERRUPTED IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY FIXTURES AS REQUIRED FOR NEW WORK. BY A WALL. 8. MOUNT STANDARD WALL OUTLETS, SWITCHES AND THERMOSTATS AT HEIGHTS CONDITIONS HAVE BEEN CORRECTED. D. SUPPORT LIGHT FIXTURES AND AIR DIFFUSERS DIRECTLY BY WIRES TO THE 7. REMOVE ABANDONED HVAC EQUIPMENT, INCLUDING DUCT WORK, REQUIRED BY TITLE 24 AND ADA GUIDELINES, UNLESS OTHERWISE NOTED. WHEN STRUCTURE ABOVE, THERMOSTATS AND LIGHT SWITCH OCCUR TOGETHER, INSTALL BOTH ALIGNED 7. REPAIR EXISTING SURFACES TO REMAIN AS REQUIRED FOR APPLICATION OF PPR SQUARE TOO LLC. 8. REMOVE ABANDONED ELECTRICAL, TELEPHONE AND DATA CABLING AND HORIZONTALLY WITH CENTER LINE AT+XNEW FINISHES.-2"ABOVE FINISHED FLOOR, 3. LOCATE REGISTERS AND LIGHTING FIXTURES WITHIN GRID LINES, CENTER C/0 MACERICH DEVICES, UNLESS OTHERWISE NOTED. 401 WILSHIRE BLVD. SPRINKLER HEADS, SPEAKERS, RECESSED FIXTURES, AND SIMILAR CEILING &ALL EXPOSED GYP. BOARD TO BE LEVEL 5 FINISH, TYP. SUITE 700 9. INDICATED DIMENSIONS ARE TO THE CENTER LINE OF OUTLET OR SWITCH, OR ELEMENTS IN ACOUSTICAL UNITS, UNLESS OTHERWISE NOTED, SANTA MONICA, CA. 90401 9. REMOVE EXISTING FLOOR FINISHES AND PREPARE SUBFLOOR AS REQUIRED FOR CLUSTER OF OUTLETS OR SWITCHES, UNLESS OTHERWISE NOTED, LEVEL 3 FINISH AT BOH, TYP. NEW FLOOR FINISHES. PH: (310) 394-6000 4, FINISH HVAC DIFFUSERS, DRAPERY POCKETS, AND SPEAKER GRILLES TO 10. INSTALL OUTLETS ON OPPOSITE SIDES OF PARTITIONS IN SEPARATE STUD MATCH ADJACENT FINISH, UNLESS OTHERWISE NOTED, 9. CONTRACTOR TO ENSURE DELIVERY AND INSTALLATION OF CASEWORK AND OWNER 10, REMOVE TOOLS AND EQUIPMENT FROM SITE UPON COMPLETION OF WORK, CAVITIES. DO NOT INSTALL BACK-TO-BACK. FINISH CARPENTRY WILL NOT BE DAMAGED BY OTHER CONSTRUCTION WORK. LEAVE CONTRACT AREAS AND SITE CLEAN, ORDERLY AND ACCEPTABLE 5. LOCATIONS OF FIXTURES AND CEILING DEVICES SHALL BE AS SHOWN 10,ALL CODE REQUIRED LABELS SUCH AS "UL", FACTORY MUTUAL, OR ANY FOR NEW CONSTRUCTION. 11. PROVIDE MATCHING COVER PLATES, RECEPTACLES AND RELATED ITEMS, ASN r.ron�Asi ON THESE PLANS AND DETAILS. NOTIFY ARCHITECT OF ANY CONFLICTS EQUIPMENT IDENTIFICATION, PERFORMANCE RATING, NAME OR NOMENCLATURE PROVIDE ONE-PIECE TYPE GANG COVER PLATES, UNLESS OTHERWISE NOTED. 11 IT IS THE INTENT OF THESE DRAWINGS THAT THE ENTIRE SPACE IS TO BE PRIOR TO COMMENCING CONSTRUCTION. REFER TO MECHANICAL AND PLATES SHALL REMAIN READABLE AND NOT PAINTED. LOS ANGELES, CA. LICENSE#6396 ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR DESIGN OF THESE CLEARED OF ALL PARTITIONS, FIXTURES, FINISHES, STOREFRONT AND SIGNAGE, 12, IDENTIFY DEDICATED OR ISOLATED GROUND ELECTRICAL OUTLETS WITH A RED SYSTEMS (DUCTS SIZES, CIRCUITING ETC.). U.O.N. THE REMAINING SPACE SHOULD CONSIST OF EXISTING S�r DOT. 11, TRANSITION OF FLOOR MATERIALS TO BE LOCATED AT CENTER OF CONSULTANT DEMISING WALLS, STRIPPED COLUMNS, CONCRETE FLOOR, AND EXPOSED DOORS IN CLOSED POSITION UNLESS OTHERWISE NOTED. UNDERSIDE OF STRUCTURE (U.O.N.). COORDINATE WITH MECHANICAL AND 11 SEE MECHANICAL, ELECTRICAL AND SECURITY/DATA DRAWINGS AND 6.VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, DUCTS, ELECTRICAL DWGS IF ANY EXISTING EQUIPMENT IS TO REMAIN. EXISTING PROJECT MANUAL FOR ADDITIONAL NOTES AND INFORMATION. ELECTRICAL CONDUITS AND STRUCTURAL ELEMENTS AND OTHER APPLICABLE 12. PAINT BACK SIDES OF REMOVABLE ACCESS PANELS AND HINGED COVERS < SPRINKLER MAINS TO REMAIN. ITEMS. NOTIFY ARCHITECT OF INADEQUATE CLEARANCES FOR CEILING LAYOUT. 0 o TO MATCH EXPOSED SURFACE. 14. INDICATED DIMENSIONS ARE TO THE CENTERLINE OF THE OUTLET 12. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE(S), PROVIDE AND PLACE (SWITCH)OR CLUSTER OF OUTLETS (SWITCHES), UNLESS OTHERWISEON 7. CONTRACTOR TO PROVIDE ARCHITECT WITH SPRINKLER SHOP DRAWINGS 13. PRIOR TO PURCHASE OR INSTALLATION OF FINISH MATERIALS PER SUBMITTAL BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF NOTED, GANG COVER PLATES SHALL BE ONE PIECE TYPE, UNLESS FOR APPROVAL PRIOR TO SUBMITTAL TO BUILDING AND FIRE DEPARTMENT, uj LOG SUBMIT SAMPLES TO ARCHITECT FOR REVIEW IN CONFORMANCE WITH STRUCTURE, ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE OR INJURY. OTHERWISE NOTED. SPECIFIED PROCEDURES. ALLOW TIME FOR SUBMITTAL, REVIEW UJ & FOR < 8. ALL CEILING HEIGHTS LOCATED ON PLANS ARE FROM TOP OF FINISH FLOOR RESUBMITTAL IF REQUIRED. 13. CEASE OPERATIONS AND NOTIFY THE OWNER IMMEDIATELY IF SAFETY OF 15. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OFuj TO UNDERSIDE OF OF FINISH CEILING U.0,N. STRUCTURE APPEARS TO BE ENDANGERED, DO NOT RESUME OPERATIONS EXISTING FIELD CONDITIONS AND WORK SHOWN HEREIN AS ul o UNTIL SAFETY IS RESTORED. FEASIBLE AND COMPLIANT WITH ALL APPLICABLE CODES, 9. PROVIDE ADEQUATE CLEARANCES FOR FIXTURES, DUCTS, CEILINGS,AND 8. PROVIDE STRAIGHT, FLUSH RESILIENT BASE AT CARPETED AREAS, AND COVED, ELECTRICAL CONTRACTOR SHALL COORDINATE FIELD CONDITIONS WITH RELATED APPURTENANT ITEMS NECESSARY TO MAINTAIN THE SPECIFIED 14,ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UTILITY TOP SET RESILIENT BASE AT RESILIENT FLOORING, UNLESS OTHERWISE NOTED. C) SERVICES WITHIN AREAS OF DEMOLITION. DISCONNECT AND STUB OFF. ARCHITECTURAL AND ELECTRICAL ENGINEER'S DRAWINGS AND SPECIFICATIONS. CEILING HEIGHT ABOVE THE FINISH FLOOR. NOTIFY THE AFFECTED UTILITY COMPANY AND BUILDING MANAGER IN 16, IF OUTLETS/SWITCHES CANNOT BE INSTALLED AS INDICATED ON THE PLANS, 10. SEE ELECTRICAL DRAWINGS FOR FIXTURE NUMBER AND QUANTITIES, ADVANCE AND OBTAIN APPROVAL BEFORE STARTING THE WORK. DUE TO CONFLICT WITH THE BUILDING ELEMENTS, NOTIFY ARCHITECT PRIOR (D TO PROCEEDING WITH WORK. 11. ADDITIONAL HANGER AND SAFETY WIRES FOR LIGHT FIXTURES, SPEAKERS 15, HVAC SUBCONTRACTOR TO INSPECT EXISTING CONDITIONS PRIOR TO AND AIR SUPPLY/RETURN DIFFUSERS (AS REQUIRED PER LOCAL CODES)TO u DEMOLITION TO DETERMINE WHETHER ANY COMPRESSOR REFRIGERANT 17, G,C. TO CONTACT AND NOTIFY LOCAL POWER COMPANY OF CONSTRUCTION BE THE RESPONSIBILITY OF THE CEILING SUB-CONTRACTOR, LINES ARE PRESENT THAT MUST BE PROPERLY DRAINED TO E.P.A. AND ANY MODIFICATIONS TO EXISTING POWER SERVICES. G.C. TO NOTIFY STANDARDS PRIOR TO DEMOLITION. LANDLORD OF SCHEDULING OF POWER SERVICE INSTALLATIONS/MODIFICATIONS. 12, DO NOT ATTACH ANYTHING TO THE UNDERSIDE OF THE DECK. ALL > 16, PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. LOADS AND BRACING MUST BE ADEQUATELY SUPPORTED FROM THE GROUND OR FROM THE PRIMARY ROOF STRUCTURE. NOTE: ALL STOREFRONT z VERIFY SERVICE LINES AND CAPPING LOCATIONS ON PROJECT RECORD DOCS, CONSTRUCTION MUST BE SUPPORTED FROM THE GROUND ONLY, V) 17, BURNING OF MATERIALS ON SITE IS NOT PERMITTED. Lo V) 18. PATCH, REPAIR AND CLEAN ALL AREAS OF DEMOLITION TO CREATE A SMOOTH 00 SURFACE TO ACCEPT SPECIFIED FINISH MATERIAL, < Ln CN 19, ALL PLUMBING, ELECTRICAL, AND TELEPHONE CONDUITS NEED TO BE SAFETIED AND TERMINATED TO SOURCE, 20. THE TENANT IS REQUIRED TO REMOVE ALL ROOF-MOUNTED EQUIPMENT AND NOTICE OF EXTENDED PAYMENT PROVISIONS ROOF PENETRATIONS THAT WILL NOT BE UTILIZED BY THE TENANT'S BUILD-OUT OF THE SPACE. THESE SHALL BE REMOVED DOWN TO THE ROOF DECK AND THE CONTRACTOR WILL ALLOW THE OWNER TO 0 REPAIRED BY THE MALL'S REQUIRED ROOFER, ALL ROOFING REPAIRS SHALL MAKE PAYMENT WITHIN 3DAYS AFTER THE DATE A BILLING OR ESTIMATE IS SUBMITTED. COMPLY WITH THE MALL'S ROOFING CRITERIA. NOTICE ICE OF ALTERNATE BILLING CYCLE THE CONTRACTOR WILL ALLOW THE OWNER TO REQUIRE THE SUBMISSION OF BILLINGS OR ESTIMATES IN BILLING CYCLES OTHER THAN 30- DAY CYCLES. BILLINGS OR ESTIMATES FOR THE CONTRACT SHALL BE SUBMITTED AS FOLLOWS: ONE CALENDAR MONTH ENDING ON THE LAST DAY OF THE MONTH. REV DATE DESCRIPTION GENERAL NOTES SHEET TITLE 14022.00 JOB # 01/13/2015 DATE A0 .03 I SHEET # N N 0 CSI 0 cy) 0 rl_ Lu M Lu cq Vuj c� V7U) k t: 5 Bd/ " .. 0/�y d , ,syx» h o 0 4 c p .wnxan: "n'+h;ruty�`<. « y I ♦. <%<>.<w,.r..::v%:,:w.w-.,v<..,::.�<,<.*..av>.a...:.xvv.x u».<ur.>»:,-. »ron>.:�.r%cN<uuu<a<vwvvw.w>x,,.«.,,,,,»a..a.,.,..-::.,..a..x....,:,. • .:x�,>»<,.A,�%vawx«rxr.,v..ravxr..,'+x.:oo,w.�x>aw�T`<,Ymxemw:o<«re:nx.w+rv...hw...>=.»>.....x.<c««,,...«...::,....>...n ..mx»..'^.,aaa•,avr<avm. o ,yx uh S J < "w; o 5� k »k, o 1 Y U I L D I N A BUILDING B , «< 2 f Y 3 r,( v,.+`Lv »»..aw.w. .,»r.:.w , S ELEC. RM. TEL. RMJ ROOM TEL. 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' s.`r A 3.:. �— �fy #. r,} g yxi Fh. :.t. .,« r£«.. aw.L�w- nm. , rr, mr. nS 1E, .5 n t f Ii t PPR ry \ AR E T ,O„.. -.-L- -_L A05 A07 C C/O MACERI H 401 WILSHIRE BLVD 7714 SF 04 w .SUITE 700 Q03 SANTA MONICA, CA. 90401 24,188 SF PH (310) 394-6000 Ail OWNERALAN T. LOS ANGELES CA. LICENSE#636 CONSULTANT � Lij 0 uj Cy cro, col L f , Lf : . . ..... "X3 ff 5' X Ln 40 00 rn2 OCT Ln x9 OTIC OF EXTENDEDPAYMENT PROVISIONS THECONTRACTOR WILL ALLOW THEOWN TO MASE PAYMENT WITHIN 30 DAYS AFTER THE DATE A BILLING OR ESTIMATE I SUBMITTED. SCOPE NOTICE OF ALTERNATE BILLING CYCLE Col REQUIRE THE SUBMISSION OF BILLINGSOR THE CONTRACTOR WILL ALLOW THE OWNER TO w ESTIMATESI BILLING CYCLES OTHER THAN 30- i 12 DAY CYCLES. BILLINGS OR ESTIMATES FOR THE k<y�KkRkv:r,v F< . CONTRACT O NTTITLOE THALL ESUBMITTED AS FOLLOWS, ff CALENDAR MONTH ENDING ON THE LAST DA Y BUILDING OF THE MONTH. jREV DATE DESCRIPTION SITE PLAN 14022.0 0 01/x3/2015 E:l DATE SITE PLANwy Alm0l 1/32” V-0” SHEET # - (E)TREE:THF. REMOVAL OF THIS TREE SHALL N 0 � � I�A3.01 BE SUBJECT TO REVIEW BY THE CITY BASED UPON APPROVAL CRITERION SET FORTH IN SECTION 7 OF THE URBAN FORESTRY MANUAL, \ 1 / THE SUBMISSION OF AN ARBORIST'S REPORT ElmAND REPLACEMENT. / LLi ro Lu 210' - 0" - GAS ! Cly - _ �F " 0 o i \ � 300 30a 30a 3 { 30 _ 3a a 3a a 3 6 0 3' -6 Ln I I I- - DEMO DOOR I - - - i %ca ------------- - — -- --- i I \ i e I I ------------------------------ DE O DROP' DOWN 1 - SANITARY / - - SEWER \ I BELOW04 / (E)WATERLINE ABOVE I PPR SQUARE TO LLC" I C/O A RICH i 401 WILSHIRE BLVD. ' SUITE 700 SANTA MONICA, CA. 90401 PH: (310) 394-6000 f —— OWNER - I cad ALAN T.TOMASI i I LT LOS ANGELES, CA. �� LICENSE#6396 \ I( DEMO TOILET ROOMS CONSULTANT - _ a F_ Li \ ' 0 i DEMO ALL FLOORINGr( I iLij 0 CL cy o C) - - ___ 7�i bD �\ � i �I 1 <i ; - - \ ( -� V ---� DEMO DROP DOW Ln 03, 00 \ - - i �� -- _ I I , i I Ln VI NOTICE OFEXTENDED PAYMENT PROVISIONS - - I TI�iF CONTRACTOR WILL ALLOW THE C� NF2 TC? MAKE PAYMENT WITHIN 30 DAYS AFTER THE DATE A BILLING OR ESTIMATE I SUBMITTED. NOTICE OF ALTERNATE BILLING CYCLE - - - � THE CONTRACTOR WILL ALLOW THE OWNER TO \ D ❑ � REQUIRE IMATES THESUBMISSIONGCYCLES OF HER OR 1 (�■ �__J � ESTIMATES IN BILLING OYOLES OTHER 1'iiAN 30m L _ DAY CYCLE . BILLING OR ESTIMATESFOR THE CONTRACT SHALL BE SUBMITTED A FOLLOWS: ONE CALENDAR MONTH ENDING ON THE LAST`DAY f I OF THE MONTH. I � i A4.01 % A3.a1 REV DATE DESCRIPTION -- II BLDG. C FLOOR PLAN— DEMO cl C° r�cv SHEET TITLE BLDG. C FLOC) PLAN -DEMO i ,q .g p� --. --_. _.. -.-_ ----. ----. ---. ---_. ----. ----. -... -.-... ----. __--. ...... --__ --__ -.. ----. --_-. _.. --__ ----. ---_. -_- --_. ---_ _... -..-. --_-. _.... -- _.. --_ ----. ---_. ---__ ----. ---. -.--. ---. _.. ---_-__ 14022.00 E l7 NOTES: JOB # 1. DEMO ALL FLOORING, DUCTWORK, PIPING AND FIXTURES 01/13/2015 2. REMOVE AND CAP PER CODE BELOW SLAB ALL ABANDONED UTILITIES BACK TO THEIR SOURCE. DATE 3. REMOVE ALL EXISTING FLOOR MATERIALS TO THE CONCRETE FLOOR SLAB, INCLUDING IF NECESSARY, BEAD BLASTING, ALL WORK NECESSARY TO MAKE CONCRETE SLAB SMOOTH WITH NO VISABLE CRACKS OR BLEMISHES, MUST BE LEVEL TO WITHIN 1/4" IN 10'. IF LEVING AGENT IS TO BE USED REFER TO THE WORK LETTER ITEM 14A FOR SPECS TO BE USED. 4.ALL DEMISING WALLS TO BE TAPED AND SANDED FROM FLOOR TO ROOF DECK READY TO ACCEPT TENANT FINISHES. 5. BRING ELECTRICAL SERVICE TO THE SPACE, DELIVERED AS FOUR 200 AMP 120/208V 3 PHASE/4WIRE SERVICES. ALL WIRE SHALL BE COPPER AND SHALL BE BROUGHT TO A LIVE DISCONNECT IN A LOCATION IN THE REAR OF PREMISES. 6. DEMO (E)T-BAR CEILING AND ALL SOFFITS, DUCTS ETC. A2mOl 7. STUB 2"CONDUIT FOR PHONE SERVICE TO THE SPACE FROM DEMARK IN ELECTRICAL CLOSET. 8. EXISTING SPRINKLERS ARE AT 15'-9"AFF MIN. NOTIFY ARCH. OF ANY LINES BELOW THIS ELEVATION. SHEET # Lon N N 0 N 0 cy) o r,uj ' ? SCJ A3.01 V) V) u'? 1Ui m � L co ul) \ f f;A 21°'_°" �/ -- S / ; ISI CC1 j _ ,r a " " " ° ° 30 ° 30 ° 30 ° ° 3° ° - 3° ° Of 3' 6„ � 3'-°F, 23'-°, T - 111 - 101, -°F - E i �a�a1 ! o Pao PLL r 1 (E)CO - RELOCATE LIGHT I I E WATERLINE NE ABQVE ' � PPR SQUARE TOLLC. C/O MACERICH - 401 WILSHIRE BLVD, SUITE 700 - - i SANTA MONICA, CA.. 90401 FIE 11 j PH: (310) 394-6000 OWNER l ALAN T.Tan�xsi I i - - I t LOSLICENSE 396A r 1 \ ` CONSULTANTHl I ------------- uj Lu -— - V \ ea CL U—j I� cy on TI era I — i ( I z I I I I I I I 1 ( DIN lid Ln 00 Ln (\ } it \ -� CN II , \ NOTICE OF EXTENDED PAYMENT'PROVISIONS I THE CONTRACTOR WILL ALLOW THE OWNER`T® MAKE PAYMENT'WITHIN 0 DAYS AFTER THEDATE 3 A BILLING OR ESTIMATE IS LII3MIT°�Fe --- - -- - — - --- - --- ----- ! NOTICE OF ALTERNATE BILLING CYCLE i ---- - --- ----- --- --� --- -�---�i ---- ----------� - --__. --- -- � THE CONTRACTOR WILL ALLOW THE OWNER 1'C3 I A REQUIRE THESUBMISSION OF BILLING OR A 1 ESTIMATES IN BILLING CYCLES GTIiFR THAN 30- D El _ ❑ ' DAY CYCLES. BILLINGS OR ESTIMATES FOR THE CONTRACT SHALL SUBMITTED A FOLLOWS: 00 ONE CALENDAR MONTH ENDING ON THE LAST DAY 1 - --- — OF THE MONTH. III I I i A4'0 � C 2 REV [SATE DESCRIPTION A3.01 BLDG. C FLOOR PLAN- NEW ci SHEET TITLE V 14022000 L . C FLOOR PLAN - NV - - cal 101-01,�q 01/13/2015 •�� ^�of - t 01—pose V U GATE I I i SHEET # o o (N 0 0) ON ujU-1 co u LIJZ co cl) 0 Ln 0 I ! ( P j I (f i PPR SQUARE TOO LLC. C/O MACERICH -� � 401 WILSHIRE BLVD. SUITE 700 - - -- - - SANTA MONICA, CA 90401 PH: (310) 394-eoo0 OWNER ALAN T.TOMRSI i 1 i i i I I I I l I�; Ili( II II,Ii I� IIIii f1I 1III!I�( iII( -�I _ IIII!i THE OONTR AOTOR� WIL�Og S ANGELES,9C6R _ LCNE _ CONSULTANT 0 m 0 3r $ 2I Lu Lu Go 0 j cy 3„11 E_0„ 4 __ _.T � _ 3"lV-0" Ln co Ln PH I co nL NOTICE OF EXTENDED PAYMENT PR OVI IO^ "N`...S THE CONTRACTOR WILL ALLOW THE OWNER T- .'O MAKE PAYMENT WITHIN 30 DAYS AFTER THE DAT E BLDG. C ROOF PLAN A BILLING OR ESTIMATE IS SUBMITTED, 1`16 V-0" NOTICE OF ALTERNATE BILLING CYCLE LLALOWTHE OWNER TO REQUIRE THE SUBMISSION OF BILLINGS OR ESTIMATES IN BILLING CYCLES OTHER THAN 0- I I I NOTES: I ! DAY CYCLES. BILLINGS OR ESTI MATES FOR THE CONTRACT SMALL E SUBMITTED AS FOLLOWS: ONE CALENDAR MONTH ENDING ON THE LAST DA Y1REMOVE ROOFTOP UNITS 2, 4, 5, 6,AND OF THE MONTH. REV DATE DESCRIPTION BLDG. C ROOF PLAN SHEET TITLE 1402200 0 JOB # 01/13/2015 DATE #S A2mO3IIi SHEET # 0 0 0') 0 r uj Lrj :DU un 00 I � UjmI� uj co V) 0 Ln0 I � i III III II 3 r7 �8 A4 T .I I �! IIiI II�I I�II 'Ii iI I IIIi I IIIiI I I I IIIIII I Ii — - I ---- • PPR Q 0 oSQUARE TOO LLC. 401 WILSHIRE BLVD. A U T SUITE 700 G SANTA MONICA, CA. 90401 PH; (310) 394- 000 II If1 �i i,IrIT11II�A�TI-'O-�i-_i�N yXI��L1��,�i I C �t -I -- \/ II I III III ii I -,�— i'III IIIIi III� IIII I I I I iI T�IIIIi I ---1I� - - - ; - � TI I I I II OWNER wvER —- ALAN T.wT 6#6M3A�9S�6I ;7— FLOOR LVL. -- - iLOS ANGELES.@ E CA 70 d.0 ENS F BLDG. C NEW WEST ELEVATION CONSULTANT 0 fy) mom LLJ 101-01,9p0Pb J-BOX ` 0 uj cy UO o 00 0 cy POLYSTYRENE TRIM; TENAN SIGNAGE PLASTER FINISH BY OTHERS OVER STUD FRAMING i� _ . — - -�� Y Lo 7�_Lt � i --- - OCT Ln L1> L1 NOTICEOF EXTENDED PAYMENT PR� 'O VI II 10 FLOOR LVL. S THE CONTRACTOR WILL LLCTHE OWNER T Oe ® MAKE PAYMENT WITHIN 0 DAYS AFTER THE DAT E A BILLING OR ESTIMATE IS SUBMITTED. STONE BASE NEW EXTERIOR LIGHT NOTICE OF ALTERNATE BILLING CYCLEFIXTURES, SEE SCHEDULE THE CONTRACTOR WILL ALLOW THE OWNER TO REQUIRE THE SUBMISSION OF BILLINGS OR ILDING C - NEVEAST ELEAVTION ESTIMATES IN BILLING CYCLES OTHER THAN 30- _ I 1P 1Q`Te -Q" I j _ II II �j DA— Y CYCLES. BILLINGS OR ESTI MATES FOR THE CONTRACT SHALL BE SUBMITTED AS FOLLOWS: ONE CALENDAR MONTH ENDING ON THE LAST DA Y OF THE MONTH. LIGHT FIXTURE SCHEDULE REV DATE DESCRIPTION TYPE DESCRIPTION MANUFACTURER/ LAMP TYPE TOTAL VOLTAGE NOTES MODELNUMBER WATTS WINONA LIGHTING/ PROVIDE WINONA TM10 DRIVER AT EACH FIXTURE LOCATION. DRIVER TO BE L1 WALL SCONCE DRLED-3022-12V- LED 6W 120/277V MOUNTED INSIDE WEATHERPROOF J®BOX(CONCEALED) PER MANUFACTURERS ELEVATIONS REGOMENDATIONS. REFER TO NOTE 4 12FO-36-STD SHEET TITLE 14022.0 0 JOB # NOTES: 01/13/2015 ITHIN 2 " EHIND THE GLASS SHALL BE1. ANY WALL WDATE 6 [=MOM SUBMITTED FOR PLANNING APPROVAL. 2, AWNINGS REQUIRE A SEPARATE PERMIT.107�4 SHEET # coon CSI CSI N 0 cy) Liao �° ? p� G) Lri U00 Q� cr) u') ® LU M ® uj > U) 0 0 oom Q' ! -- -- — — 22'-10"TO STRUCTURE BETWEEN GRID B& E PPR SQUARE TCO LLC, 3 C/O M I-I ERIC 401 WILSHIRE BLVD. A4.01 SUITE 700 -. ® SANTA MONICA, CA. 90401 PH: (310) 394-6000 8 P OWNER BOX AWNING --- ALAN T. TOMAS! �. P I i �4 Q` 1 ' LOS ANGELES, CA. LICENSE#6396 i CONSULTANTFLOOR LVL, i u, — -- — Ble Off BLDG. C SECTIONCt 1 _ 10CL LLJ - /t o cy �./ 1 A6.01 1 (E) ROOF GRAINSLo 0 u TO REMAIN (WHERE OCCUR) NO CHANGE P T.O. EW PARAPET 21' 0" TO EXISTING ROOF (E) ROOFING TENANT SIGNAGE BY OTHERS 3 TO REMAIN P — NEW POLYSTYRENE 3"l1`0" �` j TRIM TENANT SIGNAGE BY OTHERS P 0LLPLn 1 � 00 P P P (E)WALL NEW ROOF FRAMING ca TO REMAIN P P P LL (E) EXTERIOR TRI NOTICE OF EXTENDED PAYMENT PROVISIONS TO REMAIN (E) METAL PANEL FASCIA THE CONTRACTOR WILL ALLOW THE OWNER TO AWNING = TO REMAIN MAKE PAYMENT WITHIN 30 DAYS AFTER THE DATE I (E)STRUCTURAL P P A BILLING OR ESTIMATE IS SUBMITTED. STOREFRONT 12 Oct COLUMN TO REMA P ® NOTICE OF ALTERNATE BILLING CYCLE AWNING (E)STOREFRONT ® THE CONTRACTOR WILL ALLOW THE OWNER TO L REQUIRE THE SUBMISSION OF BILLINGS OR TO REMAIN ESTIMATES IN BILLING CYCLES OTHER THAN 30- P 4 DAY CYCLES, BILLINGS OR ESTIMATES FOR THE CONTRACT SHALL BE SUBMITTED AS FOLLOWS: ONE CALENDAR.MONTH ENDING ON THE LAST DAY OF THE MONTH, 1' 0" — NEW EXTERIOR LIGHT FIXTURES LEGEND: T-6" NN F.O.FINISH F.O.FINISH EXISTING NN TO REMAIN REV GATE DESCRIPTION NN 0 NN NEW STONE CAP WALL SECTIONS NNNra — ! SHEET TITLE CD - NEW STONE BASE 14022.00 FLOOR LVL. � � SOB # ot _ Ott FLOOR LEVEL 01/13/2015 _ - " GRATE 3�� A5.01) A4 (E) RC) �( Tf�L EC�TIC} 1 _ ( ) REAR PORTAL SECTION /3@P 1°-0"° - /3" 1 t- mOl SHEET # L on _ 8 oz - EXTERIOR PLASTER u FINISHLu ------------- --- WEATHER BARRIER U 00 C 1 ce — _______— €'i METAL LATHE C!I L - - EXTERIOR PLASTER ,' STONE CAP FINISH +T-0" I HORIZONTAL BRACING AS REQ. ' SEE STRUCTURAL HORIZONTAL —-- — - f �', BRACING AS REQ. WEATHER BARRIER SEE STRUCTURAL j SEALANT CN COAT PLASTER FETAL LATHE SUBSTRATE — EXT. GRACE GYP. 11� SHEATHING I , STUD FRAMING - SEE STRUCTURAL j � LIQUID BONDING � CANT, SF{I \tea FLOOR CHANNEL FLOOR CHANNEL - W P. MEMBRANE --- 1� SEE STRUCTURAL SELF ADHEARING �- V AGENT MIN. 24 GA, PAINTED SEE STRUCTURAL LAP DOWN 2 MIN. _- — CONT. SEALANT - STONE EASE i METAL COPING - CONT. CONC, -- -- .!: - AT BASE OF �� ' CONT. CQNC. - ,T.O,PARAPET ` �. . - CURB �'`' SHEATHING CURB ` � _ ----_ CONT. SEALANT i AT BASE OF:3 +21'-0" (� h m _ b ; SHEATHING WEEP SCREED @ WALL z" BASE TO MATCH SLOPE OF °° COPING FASTENED PPR SQUARE TOO LLC. / / ON ROOF SIDE W( - CL WEEP SCREED @WALL MACERICH ° EXTERIOR FINISH GRADE r� �� T.Q. (E) �,_ !`,�: / BASE TO MATCH SLOPE OF SILICONE STRUCTURAL 4 I T.O. E y SCREWS AND NECNEOPREN \ STRUCTURAL a EXTERIOR FINISH GRADE WASHERS (e 2'-0'" O.C. t 1� SEALANT 401 WILSHIRE BLVD. SLAB / SLAB �\ sa THROUGH SLOTTED HOLES '.ai' SUITE 700 pm "I � SLOPE `` SLOPE " SANTA MONICA, CA. 90401 STUD FRAMING PH 1 394-6000 r - POLYSTYRENE3 0} ° e SEE STRUCTURAL a TRIM OWNER a a ce n 4 o ? pG\ l - a a a EXTERIOR GYP, SHEATIRG ALAN 1. TOMASI ". PARAPET WALL 1T POLYSTYRENE YTYREN \, TYF. BASE DETAIL AT PLASTER WALL - � TYP. STONE BASE DETAILEXTERIOR i�� TRIM PLASTER LAS^ R-FkNiSH LOS ANGELES, CA. y@ 1/ 0, 3" f-01" f ICENSE 6396 i OF SELF ADHEARkNG W.P. WEATHER CONSULTANT BARRIER f` !f MEMBRANE LAP DOWN —__ 1IB°'/ 1' OF, ROOFING AT PARAPET 2" MIN. WALL �/ _ _ ETERICRI{ INTERIORMIN.24 GA, PAINTED FETAL COPING ---- --- —_ —_, , -- _ M (E) ROOF DRAINS TO REMAIN � r (WHERE OCCUR) - \ UJ TEMPERED GLASS SEE E SEE ELECTRICAL SEALANT WITH BACKER ALUMINUM SILL, SEAL \\ UJI ROD EXTERIOR AND r� ALL SCREW HOLES INTERIOR, DO NOT l< < Ul COVER WEEP HOLES I EXTERIOR PLASTER k � t ;i` = O/METAL LATHE ' Of WEAHTER BARRIER - - SHIM AS REQ. ICY in T.O. SLAB/ PLANA c ,i Of EXTERIOR GYP. SHEATHING @ N.W. CORNER T.O.CURB 207-30 f NO CHANGE TO (E)ROOF FRAMING --- 6"x7 1(4"CONC. CURB STUD FRAMING SEE STURCTURAL L G7 SLAB a@ DOOR T.O.CONC. 207,20' r (E) METAL PANEL +15' -0" FASCIA TO REMAINAi 00 -- n vLn DRIP SCREED STOREFRONT SILL W/ CURS �� Rf o-f 9ffiBW NOTICE OF EXTENDED PAYMENT PROVISIONS ------------- THE CONTRACTOR WILL ALLOT THE OWNER TO MAKE PAYMENT WITHIN 30 DAYS AFTER THE DATE A BILLING OR ESTIMATE IS SUBMITTED. NOTICE OF ALTERNATE BILLING CYCLE 24°"X 24" LOUVERED � � � EXTERIOR PLASTER ACCESS PANEL O FETAL LATHE THE CONTRACTOR WILL ALLOW THE OWNER TO j OI WEAHTER BARRIER REQUIRE THE SUBMISSION OF BILLINGS OR Of EXTERIOR GYP. ESTIMATES IN BILLING CYCLES OTHER THAN 30- SHEATHING DAY CYCLES, BILLINGS OR ESTIMATES FOR THE CONTRACT SHALL DE SUBMITTED AS FOLLOWS: ONE CALENDAR MONTH ENDING ON THE LAST DAIS OF THE.MONTH. - STUD FRAMING SEE STRRCTURAL f f REV DATE DESCRIPTION 0p^� V --. EXTERIOR DETAILS ui z Lj SHEET TITLE 3 6" F,O,FINISH JOB � F.O.FINISH 01/13/2015; _ DRIP SCREED _ — — DRIP SCREED DATE TY'F. PARAPET CONNECTION AT (E) A5m01 METAL WALL 1 1/2" = V-0" SHEET N N N 0 m ui 0 t- u -- 7/8" EXT. CEMENT PLASTER O/MTL. LATH U � U00Q� CONT. WEATHER ( V) BARRIER Lu EXT. GYP. SHEATHING � � SHIM PLASTER FINISH CASING BEAD Of METAL LATHE -� Q/WEATHER BARRIER Lo 5/8" TYPE X' GYP. - � -- SILICONE SEALANT O/EXTERIOR GYP. SHEATHING BD. BY TENANT f� AND BACKER ROD O/STUD FRAMING 0 .( 0 EXTERIOR INTERIOR CONT, DRIP EDGE SEALANT BY l -- GYP. BD. FINISH TENANT ~ j ALUM. FRAME ] SEALANT WITH eras BACKER ROD oOOQp EXTERIOR AND cy � TZ � INTERIOR 1 uj - - ALUMINUM MULLION L � � I — TEMPERED GLASS uj DOOR STOP HEAD PPR SQUARE TOO LLC. — DOOR BY TENANT 401 WILSHIRE SUITEL7 0 I� SANTA MONICA, CA. 90401 PH: (310) 394-6000 TSR a� C}f�T HEAD DETAIL OOTOREFa NT MEAD DETAIL OWNER A ALAN T.TQMASI LOS ANGELES. CA. .. — LICENSE#6396 i 1 3/4" x 4 1/3'° - ALUMINUM FRAME CONSULTANT BEVEL STOPS, TYP, — — _` ro ! EXTERIOR it INTERIOR uj I ! ! Lu c� r TEMPERED GLASSui ---� j WEATHER STRIP SEALANT WITH BACKER j ALUMINUM SILL, SEAL ROD EXTERIOR AND ALL SCREW HOLES < 0 co INTERIOR, DO NOT ALUMINUM THRESHOLD, - SET IN MASTIC COVER WEEP HOLES -- s TOP OF CONC. SLAB AS REQUIRED T , SLAB a ' o D,° ° N Q L1 P D, D Q --' ° oLu CONTROL JOINT - SEE ° o STRUCT. � �n e c (D STOREFRONT THRESHOLD DETAIL STOREFRONT SILL DETAIL ape �._.,g a®�qea a,}*lea �.3 t lldl t 41 I I 00 i NOTICE OF EXTENDED PAYMENT PROVISIONS I I I ( THE CONTRACTOR WILL ALLOW THE OWNER TO AE PAYMENT WITHIN 30 DAYS AFTER THE DATE A BILLING OR ESTIMATE IS SUBMITTED. NOTICE OF ALTERNATE BILLING CYCLE THE CONTRACTOR WILL ALLOW THE OWNER TO REQUIRE THE SUBMISSION OF BILLINGS OR ESTIMATES IN BILLING CYCLES OTHER THAN 30- DAY CYCLES. BILLINGS OR ESTIMATES FOR THE CONTRACT SHALL BE SUBMITTED AS FOLLOWS: ONE CALENDAR MONTH ENDING ON THE LAST DAY OF THE MONTH, ---- II �` J I REV DATE DESCRIPTION I I SHEET TITLE 1229a JOB # 01/13/2015 DATE A5m02 � SHEET # (N (N0M 0 N U GENERAL NOTES l-_ QUALITY ASSURANCE ROUGHCARPENTRY(Continued) ST T L STEEL E L (Continued} E L 1. Testing laboratory shall submit reports indicating 7. Do not cut or notch structural lumber unless specifically 1. STRUCTURAL STEEL: Matedal, Fabrication, and Erection 13. Shop drawing submittals: 1. Perform construction and Workmanship in compliance with results and observations of tests and inspections and detailed or indicated. A. Materials A. Review and stamp shop drawings prior to submission to contract documents and 2013 International Building Code stating compliance or noncompliance With contract 1. Provide structural steel complying with ASTM A572 Architect(Structural Engineer), Review for (IBC). Building Occupancy category per CBC Table 1604.5 Q documents to Architect(Structural Engineer) and to 6. Provide holes for bolts 1/32"to 1116°" larger than Grade 50 completeness and compliance with contract documents. of CBC is II CD Governing Code Authority, Contractor shall reimburse nominal bolt diameter. Provide A07 bolts, unless noted B. Submit shop drawings t0 Architect(StructuralLre Owner for costs related to tests and inspections of otherwise, with standard cut washer under bolt head and Plates, channels, angles Engineer) as indicated or specified for review and 2. Governing Code Authority: Beaverton Department of unidentifiable materials or materials furnished without nut. Provide standard Washers under heads of lag screws. ASTM A36 acceptance prior to fabrication. Review will be for Building and Safety. certified laboratory test reports, materials found Hollow structural section general conformance with design intent conveyed in deficient after initial tests and inspections, or 9. Refighten bolts prior to application of sheathing, ASTM A00, Grade B (46 ksi - Rectangular contract documents. 3. Design Criteria: materials replacing deficient materials. See plaster, etc. Section, 42 ksi - Round Section). C. When an engineer is required to sign and stamp shop a a e Specifications for additional test and inspection Threaded round stock drawings and calculations, ensure seal indicates Roof live loads = 20psf(Reducible) requirements. 10. Provide lateral support for beams, rafters and joists as ASTM 3 engineer as registered in state where project site stipulated in IBC 2303.6.5. Furnish readily identifiable structural steel in occurs. Wind design data- 2. Provide cement, aggregates, reinforcing steel, structural compliance with IBC 2201 hop drawings are not a part of contract documents. Basic wind speed = 85 mph steel, etc., from identifiable tested stock. Submit 11. Wood studs: Therefore, Architect's(Structural Engineer's) review Wind importance factor= 1. certified laboratory test reports to Architect A. Top plate of stud walls shall be 2 pieces same width as studs. B, High Strength Bolts does not constitute an authorization to deviate from Wind exposure (Structural Engineer) and to Governing Code Authority. Splice as indicated. 1. Provide high strength bolts, nuts and washers terms and conditions of the contract. - - - - - If materials cannot be identified or if certified B. Provide stud wall bracing in compliancewith IBC 230 . . in complyingwith AST A325 unless not otherwise. E. Shop drawings will be rejected for incompleteness, Earthquake design data _ �---- laboratory test reports cannot be made available, testing stud walls not plywood sheathed. All high strength bolts shall be bearing type lack of coordination with other portions of contract Seismic importance factor= 1.0 laboratory will perforin tests to determine conformance C. Provide fire blocks in compliance With IBC 717. with threads included in shear plane (A32 - ), documents, lack of calculations (if required), or Mapped spectral acceleration with contract documents as directed by Architect D. Notch or bore holes in wood studs in compliance with IBC unless noted otherwise. where modifications or substitutions are indicated Ss = 0,977g (Structural Engineer). 230 . 10 and 230 .9.11. 2. Assemble high strength bolts in compliance with without prior review per paragraph above. S1 = 0. 25g E. Provide double joists under partitions which are Specification for Structural Joints Using ASTM F. Submit shop drawings and calculations to Governing Site Class = DC PPR SQUARE TCO LLC. 3. Testing laboratory shall provide special inspection, parallel to joists and provide solid full depth A325 or A490 Bolts (2004). Code Authority when specifically indicated or Spectral response coefficients C/O MACERTCH complying with IBC Section 1701 (unless otherwise noted), blocking under partitions which are perpendicular to 3, Tighten A325-N bolts to a snug tight condition. requested. ® S = 0.722g 401 WILSHIRE BLVD. for the following: joists. Tighten A325 pretensioned bolts(where specified) G. Maintain a copy of all shop drawings accepted by1 = 0. 46 SUITE Tao A. Concrete and reinforcing steel where specified to at least the minimum tension specified in the Architect(Structural Engineer) at site during Seismic design category= D SANTA MONICA, CA,, 90401 concrete compressive strength is greater than 2500 12. Do not suspend ceilings, soffits, sprinklers, piping, referenced standard using one of the following construction period. Substructure PH: (310) 394-6000 psi. mechanical ducts, nor any other element from 2x4 roof tightening methods: turn-of-nut, calibrated H. Structural Engineer requires 10 working days after Basic seismic-force resisting system = OWNER FX: (310) 395-2791 B. Bolts installed in concrete. framing unless specifically detailed. wrench or direct tension indicator tightening. receipt of shop drawings and calculations for Plywood Shear Walls C. Field gelding including shear studs° processing, Design base shear=4 kips 333 S. °e`a°s«et lekirk 18th Floor D. High-strength bolts. 13, Mechanically driven nails used in wood structural panel C. Fabricate and erect structural steel in complianceI. my three pies of each structural shop drawing Seismic response coefficient, Cs = 0.28g �G�Angeles, a sc3� shear walls shall meet the same dimensions as that with 2005 Specification for Structural Steel submittal will be accepted for review and only one Response modification factor, R=2. STRU(TU�AE ENGINEERS required for hand-driven nails, including diameter, Buildings and CBC Chapter 22. marked with comments, if any. All other additional Analysis Procedure used = Equivalent lateral 323.733.6673 T . Testing laboratory shall review concrete mix design data minimum length, and minimum head diameter. No clipped copies submitted will be returned unmarked. force procedure www.englekirk.com 323.733.8682 F and shall perforin the following concrete tests at head or box nails permitted in new construction. D. Submit shop drawings to Architect(Structural p,0 0 r v 181 ` frequency indicated in Required Inspections of Reinforced Engineer)for review and, upon request, t0 Building 14. Brace piping and ducts complying with latest edition of 4. Structural drawings, as part of contract documents, P Concrete in Quality Assurance Section. Official. "Guidelines for Seismic Restraints of Mechanical Systems" indicate information sufficient to convey design intent. STRUCTURAL G ATI by the Sheet Metal and Air Conditioning Contractors If errors, inconsistencies or omissions are discovered, 710 2. Welding National Association. promptly notify Architect(StructuralEngineer) before . Testing laboratory shall perforin the following tests in 1, Structural observation is required for the structural A. Basic Requirements proceeding with work. .� structural steel as indicated in Required Inspections of systemin accordance with I Section 170 . Structural 1. Weld structural steel in compliancewith ANSI/AWS 1 . The CA drawing files are the props of the Structural A r Structural Steel in Quality Assurance Section. observation is the visual observation of the elements and D1.1 and AISC Specification, Chapter J. Welders Engineer and will not be released to the Contractor or 5. Existing structural drawings for the Square Too project, l connections of the structural system at significant shall be certified as required in the plans and subcontractor for their use. prepared by Elton C. Gildow Architecture EngineeringCONSULTANTEXPIRES: 06/30/2015 construction stages and the completed structure for by Governing Cade Authority, Welding shall be Planning, dated July 1, 19 , including all addenda and general conformance to the approved plans and done by electric arc process using low-hydrogen 16. Submit deferred submittal items to the Architect revisions, are a part of these contract documents. specifications. Structural observation does not waive the electrodes whose specified tensile strength is (Structural Engineer) for review. After review, submit responsibility for the inspections required of the not less than 70 ksi unless noted otherwise. deferred submittal items to the Governing Code Authority 6. No portion of structural related work, including shop Building Inspector or the Special Inspector. Welding may be performed using submerged arc for approval prior to installation. The following is a drawing development, shall be performed without process with automatic welding (SAW-1). list of deferred approval items: considering requirements of contract documents in theirLu 0 2. The Owner shall employ a registered design professional entirety. For example, refer to architectural, to perform the structural observation. The Engineer or 2. Field welding to be done by welders must be 1, Exterior storefront systems mechanical, plumbing and electrical drawings for size and Architect shall be registered or licensed in the State of certified by the AISC for Structural Steel. location of openings, penetrations and eedrnents for Oregon, The Department of Building and Safety recommends Continuous inspection by a deputy inspector is ducts, piping, vents, conduits and other items to be the use of the Engineer or Architect responsible for the required. FOUNDATIONS in rporate in structural work. Cy 0 structural design when they are independent of the Contractor. 3. Unless a larger size fillet weld is indicated, 1. Foundation design is based on recommendations in the 7. Details and schedules indicated as"typical" may not be provide minimum size of weld per AISC original structural drawings prepared by Elton C. Gildow specifically referenced on drawings. Determine where each 3. The Structural Observer shall perform site visits at Specification, Section J2 and Table J .4. dated July 1, 1983. typical detail or schedule applies before proceeding with those steps in the progress of the work that allow for 4. No attempt has been made to differentiate between work. If conditions are found which are not specifically correction of deficiencies without substantial effort or shop and field welded connections. 2. Foundation design is based on a bearing capacity of 200 detailed and no typical detail or schedule applies, uncovering of the work involved. At a minimum, the psf with a % increase for seismic or wind loading for promptly notify Architect (Structural Engineer). following significant construction stages require a site Building B and C, 1000 psf for Building A., visit and an Observation Report from the Structural ROUGH CARPENTRY 3. Conditions shown or noted as existing are based on best Observer: 1 Found footings a minimum of 18" below adjacent grade or information currently available when drawings were Ln 00 1. Provide WCLIB or WWPA grade marked Douglas fir structural finish floor,whichever is lower, prepared. No warranty is implied as to accuracy of these CONSTRUCTION STAGES ELEMENTS/CONNECTIONS lumber. Provide air dry lumber with a 19% maximum existing conditions. TO BE OBSERVED moisture content, Moisture content may be measured just 4. Found footings and building slab-on-grade on compacted prior to placement in structure, fill or undisturbed natural grade. 9. Take field measurements and verify field conditions and A. Foundations First footing reinforcing compare such measurements and conditions with contract NOTICE OF EXTENDED AY ENT PROVISIONS Steel placement. First anchor 2. Provide structural lumber 0f the following documents. If errors, inconsistencies or omissions are .THE CONTRACTOR WILL ALLOW THE OWNER T bolt placements at plywood classifications and grades unless noted otherwise: REINFORCING STEEL discovered, promptly notify Architect(Structural MAKE PAYMENT WITHIN 30 DAYS AFTER THE shear wall. MEMBER SIZE CLASSIFICATION GRADE Engineer) before proceeding With work. RATE A BILLING OR ESTIMATE IS SUBMITTED. B. Roof Framing Roof framing of Building C. Rafters and joists larger than 2x4 1. Provide reinforcing steel complying withASTM A615, Grade NOTICE OF ALTERNATE BILLING CYCLE 2"to 4"thk.P "and wider No. 110. Contract documents represent the finished structures THE CONTRACTOR WILL ALLOW THE OWNER 4. The Structural Observer shall prepare a report for each 4x beams, headers and stringers Unless otherwise shown, they do not indicate method of REQUIRE THE SUBMISSION OF BILLINGS G significant stage of construction observed. The original 2"to 4"th .; 2""awider No. 1 construction. Provide construction means, methods, ESTIMATES IN BILLING CYCLES OTHER THAN 30- techniques, 0- 0fthe Observation Report shall e sent to the Building all stud and plates CAST-IN-PLACE CONCRETE techni u s, sequences and procedures as required. DAY CYCLES. BILLINGS OR ESTIMATES FOR THE q q p q CONTRACT SHALL BE SUBMITTED As FOLLOWS: inspectors office and shall be signed and sealed (wet "wide No, 1 Provide adequate excavation procedures, shoring, bracing ONE CALENDAR MONTH ENDING ON THE LAST stamp) b the responsible Structural server. One Blocking Stud radeand erection procedures complyingwith national, state DAY OF THE MONTH. ) copy 1. Provide normal weight aggregates of natural sand and rock of the Observation Report shall be attached to the complying with ASTM C (aggregate size), and local safety ordinances. approved plans. Copies of the report shall also be given 3. Provide plywood complying it C PS 1 and classified as to the Owner, Contractor, and Deputy Inspector, Exposure 1, Each sheet of plywood shall be identified 2. Provide Portland Cement conforming to ASTM C1 , Type ll. 11. Observation visits to site by field representatives of with appropriate trademark of the American Plywood Architect(Structural Engineer) do not include e A final Observation Report must be submitted to the Association. 3. Provide normal weight concrete (145 pct, with proven inspections of construction means and methods. REV DATE DESCRIPTION building official, owner and Architect(Structural shrinkage characteristics of less than 0.05%, attaining Observations performed by Architect(Structural Engineer) Engineer)which states that the site visits have been 4. Pressure treat all structural lumber in compliance With minimum compressive strength 3000 psi (fc)at 26 days during construction are not continuous and detailed STRUCTURAL made and that all report deficiencies to the best of the IBC 2303,1.3. Provide ASTM 1 hot dipped galvanized or unless noted otherwise: inspection services which are performed by others. structural observer's knowledge has been corrected and stainless steel fasteners and hardware connectors at Observations performed by Architect(Structural Engineer) GENERAL NOTES that the structural system generally conforms with the pressure treated structural lumber. 4. Submit concrete design mix data required signed by and are performed solely for the purpose of determining if approved plans and specifications. bearing the seal of a registered civil engineer in state Contractor understands design intent conveyed in contract SHEET TITLE 5. All nails, unless indicated otherwise, are common nails to Architect(Structural Engineer). documents. Observations do not guarantee Contractors With dimensional properties complying with AF & PA NDS performance and are not to be construed as supervision of 13LO70 Table L4 and AST F1667. Install nails in compliance construction. ass p 5, Slump not to exceed (+ - 1) inch. For slab on rade, with IBC Chapter 23, including Table 2304.9.1. walls, slab on metal deck and suspended slabs, slump not 01/13/2015 t0 exceed 4 inches(+ "" - 1"")° 12. Modifications or substitutions: design, materials, DATE . Provide wood hardware connectors as manufactured y equipment and products other than those indicated or SimpsonStrong-Tie Company, Inc. complying with ICC 6. Do not use concrete or grout containing chlorides, specified may be considered for use provided a written Evaluation Report Nos. ESR-2549, -25518 ESR-2555 and request, subject to review, is submitted to owner, ESR-2615. Architect(Structural Engineer) and Goveming Code S0001 Authority prior to its use or inclusion on any shop drawing. SHEET # Lon cam€ N 0 N 0 M will U-1 ON GENERAL NOTES %Md � U< CMO uce Project: �a Location: FREQUENCY Z Z 3: ITEm TESTING, IVERIFICATION TASKS < CONTINUOUS PERIODIC RALIFICATION T_bI 1. Material verification of hi h-s I ran g th bolts,nuts and fiXXX ' washers: a. Identification markings to conform to ASTM standards specified in the approved construction docurnents, X Sas dra inA ,ASTM Standards,ANSUAISC 360 Section A3.3 b. Manufacturers certifrate of compliance required. X 2 Inspection of high-strength bolting: a. Searing-type connections. (ANSUAISC 360 Section M2.5) X o a ®Q b. Slip-critical connections. (ANSWAISC 360 Section M2.5 and M5,4) Mater al verification of structural steel ....:........................ .. . . :.:.... .. :.. .. a. identification markings to conform to ASTM standards specified in the approved X construction documents. b. Manufacturers certified mill fest reports. X ht < 1 " 4. Material verification of� d filler nStena Is a. Identification markings to conform to AWS specification in the approved construction _ — — — _ — — — dcriments. NSU ISC 360 Section A3.5 b. Manufacturers certificate of compliance required. X 5 lnsp ;tlon of welding: � a Structural steel ,1 1)Compete and partial penetration groove welds. X 2) Multi-pass fillet weds. X 3)Single-pass fillet welds>5116" X PPR SQUARE "TOO LLC. 4)Single-pass fillet weids `5116" X C/O MACERICH 6 Inspection of steel frame joint details for complianceiance' th approved ved co� strrcoon documents 401 WILSHIRE BLVD. a. Details Such as bracing and stiffening. X <. SUITE 700 b. Member locations. X SANTA MONICA, CA. 90401 c.Application of joint details at each connection. X PH: (310) 394-6000 OWNER FX: (310) 395-2791 QN.CRETE thIWECTIONS&VERIFICATION 883 S.Figueroa Street 1 Inspection of reinforcing steel,including prestressing tendons, and placement. (ACI 313. 3, ,7,1 w7.7) X Fnglekiirk18th Floor z Inspect bolts to be installed in concrete prior to and during placement of con€r tewhere allowable loads X STRUCTURAL ENGINEERS los Angeles,CA 94017 have been increased. 3, Verifying use of required design mix. (ACI 315. Ch.4> .2 5, ) X 323.733.bb73 r 4. At the time fresh concrete is sampled to fabricate Specimens for Strength tests;perform sl ump and air www.englekirk.coni 323.733.3682 F content tests,and determine the temperature of the concrete, X ,tVkU C T U844 ASTIR C 172,ASTM ;31,ACI 318: 5A 5,9 PR 5. Inspection of concrete and shotcrete placement for proper application techniques. (ACI 31&5,9,5,10) X 1 Z 6. Inspection for maintenance of specified cuing temperature and techniques (ACI 316:.5.11 --5.13) X w 028 +$fig$ ... ® EG WOOD ONSTR gag, O 12, 1. Inspect grade stamp on framing lumber, plywood and OSP panels to verify lumber species,grading,size, X 4 moisture content surface treatmrent. 2. Verify nail,staple, screw, and bolt/fastener type,grad and location. X CONSULTANT EXPIRES 06/30/2015 3. Inspect wood connections inducing nailing, bolting,anchor bolts,tie downs,beam hangers and framing X anchors see note 4. Inspect diaphragms and shear walls for proper pad thickness and fastener pattern. X NOTE:ONLY APPLICABLENEIL AND CONNECTIONS WITHIN THS SEISWC FORCEEITI T THE FASTENER SPACING OF THE I " 1. Verify subgrade materials below the footing for design bearing capacity. X 2. Vzr€fy depth of excavation and type of subgrade materials reached. X 3. Perform classification and compaction testing of controlled backfill materials. X 4. VriFy materials used,layered thicknesses and compaction of back fills. X 5. Vsnfy the subgrade and site preparations for controlled fill. Notation Denotes either continuous or periodic inspections. ---Denotes an activity that is either a ore time activity or one whose frequena� is defined in some other manner Notes: 1. Additional detail regarding Inspections and tests are provided in the project specifications and/or notes on the drawings. 2. Refer to design guild drawings for design and project specific inspection requirements. 00 3. Special inspection is not required whore design wind speed is loss than 110 mph. 4. Soo Geotechnical Consultant for more information. NOTICE OF EXTENDED PAYMENT PROVISIONS THE CONTRACTOR WILL ALLOW THE OWNER TO MAKE PAYMENT WITHIN 30 DAYS AFTER THE [SATE A BILLING OR ESTIMATE IS SUBMITTED. NOTICE OF ALTERNATE BILLING CYCLE THE CONTRACTOR WILL ALLOW THE OWNER TO REQUIRE THE SUBMISSION OF BILLINGS OR ESTIMATES IN BILLING CYCLES OTHER THAN 30® DAY CYCLES. BILLINGS OR ESTIMATES FOR THE CONTRACT SHALL BE SUBMITTED AS FOLLOWS: ONE CALENDAR MONTH ENDING ON THE LAST DAY OF THE MONTH, REV DATE DESCRIPTION STRUCTURAL GENERAL NOTES SHEET TITLE 13 LO70C JOB # 01/13/2.015 DATE SOmO2 SHEET # NNOO N 0 m 0 U r- LU < cy) U U U0 6 < LU cy) LU (D z :D co L0 0 vi j 0 Lr) 0 CONNECTION FASTENINGa LOCATION t JOIST TO SILL OR GIRDER (3)8d TOENAIL Z BRIDGING TO JOIST (2)8d TOENAIL EACH END 1 1"4" SUBFLOOR OR LESS TO EACH JOIST (2)8d FACE NAIL 4. WIDER THAN 1"x6" SUBFLOOR TO EACH JOIST (3)8d FACE NAIL 5. 2" SUBFLR TO JOIST OR GIRDER (2)16d LINDA FACE NAIL 6. SOLE TET JOIST OR BLOCKING 16d AT 16"o.c. TYPICAL FACE NAIL SOLEP T TO JOIST OR BLOCKING AT BRACED WALL (3)16d BRACED WALL PANELS PANEL FEIN 7. TPP TETO STUD (2)16d END NAIL - - - - - - & STUD TO SOLE PLATE T4Wd_ TOENAIL (2)16d END NAIL 9. DOUBLE STUDS 16d AT 24"o.c. FACE NAIL 10. DOUBLE TOP PLATES 0.c. TYPICAL FACE NAIL DOUBLET P PLATES (8)16d LAP SPLICE lt BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE (3)8d TOENAIL PPR SQUARE TOO LLC. 11 RIM JOIST TO TOP PLATE 8d AT 6"o.c. TOENAIL C/O MACERICH 11 TPP TES, PSA INTERSECTIONS (2)16d FACE NAIL 401 WILSHIRE BLVD. 14. CONTINUOUS HEADER, TWO PIECES 16d AT 16"o.c. ALONG EDGE SUITE 700 SANTA MONICA, CA. 90401 15. CEILING JOISTS TO PLA (3)8d TOENAIL PH: (310) 394-6000 1& CONTINUOUS HEADER TO STUD (4)8d TOENAIL OWNER FX: (310) 395-2791 17. CEILING JOISTS, LAPS OVER PARTITIONS (3)16d FACE NAIL 18, CEILING JOISTS TO PARALLEL RAFTERS (3)164 FACE NAIL ...S.Figueroa Street 19. RAFTER TO PLATE (3)8d TOENAIL FEngleki13th Floorrk 20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE (2)8d FACE NAIL STRUCTURAL F N o INFE E R S Los Angeles,CA 90017 21. 1" x 8" SHEATHING TO EACH BEARING (3)8d FACE NAIL 323.733,6673 T 22. WIDER THAN 1"x 8"SHEATHING TO EACH BEARING (3)8d FACE NAIL www.englekirk.com 323333.8682 F 23. BUILT-UP CORNER STUDS 16d AT 24"o,c, IjkOCTUR 24BUILT-UP GIRDER AND BEAMS 20d AT 32"c.c. FACE NAIL AT TOP AND BOTTOM PR OS STAGGERED ON OPPOSITE SIDES (2)20d FACE NAIL AT ENDS AND AT EACH SPLICE 25, 2" PLANKS (2)16d AT EACH BEARING OREGON Iry - 12, 26. COLLAR TIE TO RAFTER (3)10d FACE NAIL /N Q ci 27. JACK RAFTER TO HIP (3)1 TOENAIL EXFIRES� 06/30/2015 FACE NAIL CONSULTANT 2& ROOF RAFTER TO 2x RIDGE BEAM TOENAIL 0 j§d FACE NAIL 29, JOIST TO BAND JOIST (3)16d FACE NAIL 30. LEDGER STRIP (3)16d FACE NAIL 0 31 WOOD STRUCTURAL PANELS AND PARTICLEBOARD SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) Uj cy-, 0 < (D 1/2"AND LESS 1 19/32"TO 3/4" 8d d OR 6d Is < cy 7/ °"TO 1" 6 v) 0 11/8"TO 1 1/4" 1 Odd OR 8d d z I 0 C) SINGLE FLOOR(COMBINATION SUBFLOOR-UNDERLAYMENT (D < z U BOUNDARY NAILING TO FRAMING) 3/4"AND LESS 6d e 0 = 7/8"TO 1" 8d e V) HANGER TYPE PLYWOOD SHEATHING 11/8"TO 1 1/4" 10dd OR 8de < PER SCHEDULE PER PLAN 32, PANEL SIDING (TO FRAMING) (D 1/2" OR LESS 6d f z 5/8 8d " U-) 31 FIBERBOARD SHEATHING 9 NO.1 1 GA. ROOFING AILS 00 1/2" < Ln 6d C NAIL 25/32" NO.11 GA. ROOFING NAIL 8d COMMON NAIL NOTICE OF EXTENDED PAYMENT PROVISIONS JOIST OR BEAINTERIOR PANELING THE CONTRACTOR WILL ALLOW THE OWNER TO MAKE PAYMENT WITHIN 30 DAYS AFTER THE PER PLAN 1/4" 4d DATE A BILLING OR ESTIMATE IS SUBMITTED. WOOD JOIST 3Z" 6d k N NOTICE OF ALTERNATE BILLING CYCLE PER PLA THE CONTRACTOR WILL ALLOW THE OWNER TO BEAM REQUIRE THE SUBMISSION OF BILLINGS OR PER PLAN ESTIMATES IN BILLING CYCLES OTHER THAN 30- DAY CYCLES. BILLINGS OR ESTIMATES FOR THE CONTRACT SHALL BE SUBMITTED AS FOLLOWS: ONE CALENDAR MONTH ENDING ON THE LAST DAY OF THE MONTH. HANGER SCHEDULE a. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED. MEMBER HANGERTYPE REMARKS b, NAILS SPACED AT 6 INCHES ON CENTER AT EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT 6 INCHES AT SUPPORTS WHERE SPAN ARE 48 INCHES OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, 2x SIMPSON "LUS" HANGER U.N.O. ON PLAN REFER TO CBC SECTION 2305, NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING. (2)2x, (3)2x SIMPSON "HU2127" HANGER U.N. PLAN C. COMMON OR DEFORMED SHANK. d, C . REV DATE DESCRIPTION OMMON 3x SIMPSON "HU" HANGER U.N.O. ON PLAN e. DEFORMED SHANK. TYPICAL 4x, 6x SIMPSON "HW" HANGER U. . ON PLAN f. CORROSION-RESISTANT SIDING OR CASING NAIL, 31/3 x GLB SIMPSON "GLT3" HANGER U, N gFASTENERS SPACED 3 INCHES ON CENTER AT EXTERIOR EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE SUPPORTS, WHEN WOOD DETAILS USED AS STRUCTURAL SHEATHING, SPACING SHALL BE 6 INCHES ON CENTER ON THEE GE AND 12 INCHES ON CENTER AT 51/2 x GLB SIMPSON "HGLT5" HANGER U.N.O. ON PLAN INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL APPLICATIONS. SHEET TITLE I-JOIST SIMPSON "ITS" HA . PLAN h. CORROSION-RESISTANT ROOFING NAILS WITH 7/16 INCH-DIAMETER HEAD AND 11/2 INCH LENGTH FOR 1/2 INCH SHEATHING AND 13/4 INCH LENGTH FOR 25/32 INCH SHEATHING. 13LO70C 31/2 x LSL, 31/2 x LVL SISON "HGLTVAHA NGER U.N, PLAN j. CASING OR FINISH NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS. JOB # 51/4 x PSL, 7 x PSL SIMPSON "GLTV" HANGER U.N. k. PANEL SUPPORTS AT 24 INCHES. CASING OR FINISH NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS. 01/13/2015 I. FOR ROOF SHEATHING APPLICATIONS, 8d NAILS ARE THE MINIMUM REQUIRED FOR WOOD STRUCTURAL PANELS. DATE TYPICAL S1001 JOIST HANGER SCHEDULE (AT WOOD BEAM) TYPICAL NAILING SCHEDULE PER CBC TABLE 2304 B!—t4 SHEET # TWG201 MOD. 2 !!__-6iT N N 0 1N 0 m 0 r, 15101u. a ti' I c i 1 I I I =�� t►a � sit ; I f . ....... m _ „ .. _ r . . :.:..; mom — — — — — — —° f— — — ' I { 1 I > [ € f I ' f n - - - - - - - - - - - Y k t 's J ' } 2 " i 4 ._; 8� — — — — — — — — F - -- - — —— — — — — — — — — — — �� - - - - - - - - - - - - - - - - - — — — — — — t. - -- -- — — — — — - - — .. 77� n— i PPR SQUARE TOO LLC. t C/O MACERICH 1 401 WILSHIRE BLVD, I SUITE 700 SANTA MONICA, CA. 90401 PN: (310) 394-6000 z € FX: (310) 395-2791 � OWNER 883 s. Figoeroo street 18th Floor FEnglekirk i! Cas Angeles,CA 40183 7 .,. i STRUCTURAL E��EN�F.RS g f 323.733.6673 T — — — — - -- — — — X — — — — — a^ ,_. — — — — — F,. — — — — — — — — _ — * — — — — — — — — - --41—; — — ?-- — — — — — — — — — _ — www.englekirk.conT 323.733.8682 F jj I r _ P F i t N r t I % 7102 Y RE ON SIA? 12 r � � i I I I E I ! CONSULTANT EXPIRESa 06/30/2015 r r i i � k T r LU '. ui 10 cy UO) cy- I r I � 11 I i I I I I I s ti € i I r r} ... 5 I i { _ _ - - __ t .. i.. ... 00 $__...._...J _........ _... ................. ................... Ln M.... .. f Ili ` z , I I � III ( I W I I NOTICE Q EXTENDED PAYMENT PROVISIONS 3 2 R�33 2 ^N - z THE CONTRACTOR WILL ALLOW THE OWNER TO . ......................... �vvv I I MAKE PAYMENT WITHIN 30 DAYS AFTER THE DATE A BILLING OR ESTIMATE IS SUBMITTED, E° i z € 1 I x NOTICE OF ALTERNATE BILLING CYCLE € ,.. .... ..,, ... ._.., ... . .,,... .., �.. ..,.. ..... r THE CONTRACTOR WILL ALL® THE TO ....... 3 REQUIRE THE SUBMISSION OF BILLINGS OR k ESTIMATES IN BILLING CYCLES OTHER THAN 30- — -- - - - � ; — — — — I - - — - - — k— { — — — — — -- — — — — — — — DAY CYCLES. ILLINGSGRFSTIMATSFQRTh— — — — CONTRACT SHALL BE SUBMITTED AS FOLLOWS: __,. __. . _ ._ _� _ .__,_ w ....._. _._. m __w .m._ ONE CALENDAR MONTH ENDING ON THE LAST <... ..... u, � ' ...._... .k.u�.,w. . _... wrw..,,... AY OF THE MONTH, i _ a C:.v.A'2:?. !�:r' 1 ? 1 N ,..:.a REV GATE DESCRIPTIO! i � { 'lp�. I I I f I I Ce BUILDING C f I I I I E I IFOUNDATION PLAN SHEET TITLE 13 LO JOB # REFERENCE 01/13/2015 NORTH DATE PAPA S2m01 BUILDING C FOUNDATION PLA 1/8 / as = it MEET # N cel r2 Lu N 0 m u 53.01Typ5 Q1 � �' y1g4x 4 u'B .,3r 1.9 112 4x 10 (Z-)4x10 (E)4x1 (4)4x1 (E) A1C? (E,d�'xl ('�1��1c? (�,)��1G� E�x1r9 E�xlC� ... .,.,. � _. w � Lu H�, __, »_ ..... ............. i ( t { 2 _ , uz,... t F:F , • , i i z £ E - EE i ? 414 $ 114 x 1.9 1 f t} Y 4 E S I F i f i 'YT91 {} k f £ k F { i t I � � F € I £ E € E z 2 } t }} 2 k I i 2 £ F E $ ` t , c t i 2 Y 1 • J-I2 iLn . ... # E 5 F 's F -11 2 t £ t i F { a i a �z � � : � i��.i � # � i � # # ? 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I T U T 1 L!E I ) ANY ( 1� a E z �:' £ I E is IR IS I 01AT Y j{t!E k: , ��; � 2 � � • i Z } F � E £ i ? F }tF , F i F 2 F i ijf k k f } i 3 1 F • 33 < } y 3 3 k r i 5 3 5 k S : • F • , : (Gr ; E k ! }} F } t F t , F• co Nqz F / III I • F F y { k z € t ;r.......... ..,.=. ........ e .........,. h ......... ......... i-.....-. .,-...... ......3.. -^�l € ? ? `� _ f 5 , i r (va ID'S' 1 � ,__,__ ,_ . ._.____...._,___ w 3 i ' z �.� �,� E I } � � NOTICE F EXTENDEDPAYMENT PROVISIONS .t.. .,.». _ _»,_.» .,.....»......_......»_......._..._.,..».. ___��_�___ ...... .w tE.,.,, ... ,w_ ...,_.. _ _..._ j L"• ; i i F k ; 3 I r E F t TIDE CONTRACTOR WILL ALLOW THE OWNER T CAKE PAYMENT WITHIN 3 DAYS AFTER THE G OR ^� z��•' _........_„ f �,.�r ,r. k �: • 5 � 1 $ £ i { £ .. ,...,�_..... ___F». :4 r � � DATE�a BILLING b� ESTIMATE ISUBMITTED. f._._,,.._,_.._.,..._.,, », E € 5 � �' (}.. t� J £ ,•.,..,,,v�} F: `� ! I 2 F # ? � I � NOTICE 9„8F ALTERNATE 8,&ELL'6�8.�CYCLE BALE j �..' 4 ¥ ? F 1 ? € THECONTRACTOR WILL ALLOW THE Q `f I € I REQUIRE THESUBMISSION OF BILLINGS OR � J � I �� I ESTIMATESIN BILLING CYCLESOTHER THAN 30- i _ ._. ._.. ...._,, .,,_ »,,_ _ _ _. 1H _»,,,... » w .._ s t _ _._._. _ 1 _._._ _ _ _ »_ €. w AY CYCLES, BILLINGS O ESTIMATES FOR THE ilE �— £ � � 3 »� r _. �" � _ ®6�T T SHALL BE SUBMITTED FOLLOWS: I �€ t 4 3 ONE CALENDAR NTH ENDING ON THE LAST I r _q_k AY OF THE MONTH. t 2 L 3 £ i I s i € i i F � � I ` z ; z t € E z F , If E EG I�x� 15 p ,E Cal _. 1 _x 1 112 1t1 1 Chs Ex 1 r f fir.% Ex 1G� Z � IBJ t ! E��r 7 cm ,.• 3 , F:#,. t f (,-)-4,r 1 d t..___ .,, :::::.: ....,o-.., .. .....__... .,,L. .;: ,....:::z. ..,,...,..,. t f F.._.✓ __ _... _._ __.. E. .._.. ,...._ �e... �.. , 1 t .,.._..,.. f . .. ,w,,,.., REV DATE DESCRIPTION FRAMING PLAN SHEET TITLE 13LO70 JOB # REFERENCE 01/13/2015 NORTH GATE PAPA 1/8" = 11�rgse SHEET # N N 0 N o U (2) 2x TOP PLATE < 0) U u co CS-1 LO � Lu z (2) 2x TOP PLATE co V) 0 Ln 1/ 'W PLYWOOD SHEATHING /10d NAILS 6/6/12 a , e eQReQ Q 1/ " PLYWOOD SHEATHING w/10d NAILS 6/6/12 2x BLOCKING (CONT. CONT, 2x LEDGER FASTENED T (E) STUD / 2 ( ) 1 4 @ 16"O.c. m FASTENED x BLOCKING (CONT.) T 4 VERT. /(3) 1 r 1WW .c. FASTENED TO f 2x4 VERT, w/(3) 12D (E) PLYWOOD PPR SQUARE TOO LLC. (E) BEAM C/O MA ERI H 401 WILSHIRE BLVD. (E) BEAM / ! SUITE 700 SANTA MONICA, CA. 90401 (2)164 C — PH: (310) 394 -6000 (E} BEAM EA PER E } f� I OWNER FX: (310) 395-2791 (2)164 @ EACH I (E} BEAM I� I 888 S.Gigue€uc Street / I I FRAMINGF18th rleer Englekirk � I I BEYOND srRueTuexu EsEn��s los Angeles,CA 90817 2x4 16" O.c. f 323.733.6673 T SI O 2x J T G /� I Iwww,englekirk.coni 323.133.8682 F 1/2" PLYWOOD l I I l PR44 SHEATHING /1 Od NAILS 6/6/12 I I 1/2 PLYWOOD �� 1 Ne SHEATHING t ! r I Iw/10d NAILS 6/6/12 2x4 1 " .c. �f I I)I I GOND 1/2" P L OO jI I 1 , SHEATHING f I I W/1Od NAILS 6/6/12 EXPIRES: o l l !X� I !Xf i UJ cyo SECTION AT BLDG A SECTION AT BLDG 00 CAL 1" V-0" 3 SCALE 1" PER C NOTICE OF EXTENDED PAYMENT PROVISIONS THE CONTRACTOR WILL ALLOW THE OWNER TO MAKE PAYMEN`C WITHIN 30 DAYS AFTER THE DATE A BILLING OR ESTIMATE IS SUBMITTED, 16d @ 1 °W o.c, NOTICE OF ALTERNATE. BILLING CYCLE H 5 E. THE CONTRACTOR WILL ALLOT!THE OWNER TO 1/2" PL O REQUIRE THESUBMISSION OF BILLINGS OR ESTIMATES IN BILLING CYCLES OTHER THAN 30— SHEATHING 1/2WW PLYWOODDAY CYCLES, BILLINGS OR ESTIMATES FOR THE Q w/10d NAILS 6/6/12 SHEATHING CONTRACT SHALL BE SUBMITTED AS FOLLOWS: /1 SIL /6/12 ON CALENDAR MONTH ENDING ON THE LAST DAY OF THE MONTH, (E) T O T E. 2x4 @ 16" .c. 2x4 @ 16"O. . E #5@15"o. . E.W. 1/2" 0 ANCHOR OLT REV DATE DESCRIPTION (E)CONC. SLAB CONCRETE FOOTING 18"o.c. ( ,) ON EI ISH `(OTHERS PE A A I PON HD5 AT EACHSTRUCTURAL CORNER OF PILASTER DETAILS SILL PLATE 2x4 (TREATED) I ( P. SHEET TITLE LIJ 1 &W c.c. EACH WAY 1 L070C BOTTOM 30B # uj Oi / DATE ( ) CONCRETE UNDISTURBED SOIL FOUNDATI ELS x 1 -6" LOG @ 24" o.c. ul 1 SET I 3" DEEP DRILLED HOLE / EPDXY SECTION AT BLDG SCALE 1" = 11.00 SHEET #