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15705 SW 116TH AVENUE-2 '1 I GENERAL NOTES -' _ -- Revisions: 1. DO NOT SCALE THESE DWGS. SHOULD ANY DIMFN SIGNAL DICCREPANCIES 29. THE GENERAL CONTRACTOR SHALL VERIFY INSERTS AND EMBEDDED iTEMS L:� BE f NCOUNIFRFD. OBTAIN CLARIFICATION FROM ARCHITECT BEFORE WITH ALL APPLICABLE DRAWINGS BEFORE POURING CONCRETE. Q I ROCF l DING WITH THAI PORTION OF THE WORK, 2. THE GFNFRA. CONTRACTOR SHALL PROVIDE CERTIFICATE OF WORKMEN'S 30. THESE DOCUMENTS HAVE BEEN PREPARED EXPRESSLY FOR USE BY ^ 1 COMPENSATION INSURANCL AND PLACE ON FILE WITH THE BUILDING AND GROCERY OUTLET INCORPORATED SOLELY FOR THE L1 PURPOSE OF TENANT ^ E. SAF F lY DIVI`,ION OF fill CITY OF KING CITY, OREGON. IMPROVEMENTS WITHIN AN EXIgTING BUILDING PROVIDED BY THE LANDLORD l ' Al THE SPECIFIC LOCATION MENTIONED. i 1FIr WORK SHAI L CONFORM TO THE APPHCABI E BUILDING CODE AND OTHER 31. ALL EXTERIOR EXPOSED METAL (TRIMS, RAILINGS, FRAMES, MOLDINGS, ORDINANCES, CODES AND REGULATIONS LISTED IN THE PROJECT ETC.) SHALL BE PAINTED, UNLESS NOTED OTHERWISE. MANUAL OR ON THE DRAWINGS, AND AS RFQUIRFD BY LOCAL BLDG. AUTH. GROC Y /� HI( GOVERNING CODES, RULES AND REGULATIONS ARF COLLECTIVELY 32. IN ALL CASES, PROVIDE ISOLATION OF ALUMINUM FROM ADJACENT ST1 EL / 1 REFERRED TO AS "THE CODE THE CONTRACTOR SHALL REPORT ANY OR COAT SURFACES IN CONTACT WITH BITUMINOUS PAINT. ER INCOMSISIFNCIES, CONFLICTS OR OMISSIONS HE MAY DISCOVER TO THE OUTLI; ARCHITECT I OR INTI RPftl TAHON PRIOR TO PERFORMING THE WORK. 33. ALL EXTERIOR WALL OPENINGS, FLASHINGS, COPINGS AND EXPANSION � T 4. THE GENERAL CONTRACTOR BEFALL ASSUME SOLE AND COMPLETE JOINTS SHALL HE WEAIHERPROOF. J ea --=Flr N ai.` RESPONSIBILITY FOR JOB SITE CONDITION$ DURING THE COURSE OF 34, SIGN CONTRACTOR TO VERITY ALL EXISTING CONDITIONS, FINISHES, COLORS, �/ , _ CON;TRUCfION Of THIS PROJFCI, INCLUDING SAFETY OF ALL PERSONS DIMENSIONS AND SUBMIT SHOP DRAWINGS PRIOR TO SIGN FABRICATION. N O AND f ROPFRTY THISR-(1 I S !� � _ R • U) Cu 1 MEN1 ,HAIL AF Pl Y CONTINUOUSLY AND � � U PACIFIC HIGHWAY N01 BE LIMHf D TO NORM' WORKING HOURS. THE CONTRACTOR SHALL / � � /� , w / � PROVIPF PUBLIC PROTECTIt„, AS NECESSARY AND, AS REQUIRED BY 35. SIZES OF MECHANICAL EQUIPMENT PADS, BASES, ROOF EQUIPMENT PADS f.OVf kNING COY AGENCIES. AND OPENINGS ARE A BASIS FOR DESIGN ONLY, CONTRACTOR SHALL / ye s 0 �, \ O N VERIFY ALI_ DIM'S OF ALL EOUiPMFNT PADS BASES WITH EQUIPMENT r? y�� Q � � o Y THE GENERAL CONTRACTOR IS RFSPONSIH'F 10 COORDINATE WORK WITH MANUFACTURERS, MECHANICAL CONTRACTOR SHALL VERIFY ALL SIZES ITY , OR GON �� a• tr�'ra`, i \ -- �_ ©LLI N AIL OWNER'S SUBCONTRACTORS AND FIXII, ,; CONTRACTORS, INCLUDING AND LOCATIONS OF DUCT OPENINGS ON ROOF. 7�- o�', r `\• m THE PL kF ORMANCf. OF SUCH MISCELLANEf.)I I`_; WORK AS MAY HL ., t, NECESSARY FOR THEM TO COMPLETE THEIR WORK. 36. SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH UBC TABLE 25-A f,. 111E GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOH Sllf. AND REPORT ANY AND ALL DISCREPANCIES AND/OR 38. PROVIDE AS REQUIRED: PORTABLE FIRE EXTINGUISHER WITH BRACKETS. KING C UNUSUAL CONDIII(1N5 10 711E ARCHITECT PRIOP. TO FINALIZING BIDS OR INSTALL IN LOCATIONS PER THE DIRECTION OF THE FIRE MARSHAL. - COMMENCFMENT OF ANY CONSTRUCTION. 40. GLAZING NOTES: VJ , /7 7. ALI REQUIRED PERMITS MUST BE OBTAINED FROM THE FIRE DEPARTMENT A. ALL FIXED AND OPENABLE WINDOWS FROM ZERO TO 50 S.F. IN AREA W �. PRIOR 10 START OF CONSTRUCTION. SHALL HAVE 3/8" MIN. GLASS GRIP & 1/4" MIN. CLASS EDGE CLEARANCE. `16 /' :� ;•. mi G= B. ALL FIXED AND OPFNABLE WINDOWS OVER 50 S.F. IN AREA SHALL m1 > C H. PROVIDE APPROVED FIRE EXTINGUIiHERS AS RFOUIRFD BY FIRE MARSHAL. HAVE 1/2" MIN, CLASS GRIP & 1/4" MIN. GLASS EDGE CLEARANCE. LOCAIIONS SHALL HE VERIFIED IN THE FIELD BY THE FIRE MARSHAL. '1 C. GLAZING IN ALUMINUM DOORS SHALL HAVES" MIN. GLASS GRIP & � � � 3/16" MIN, GLASS EDGE CLEARANCE. 1 O 9. THE GENERAL CONTRACTOR SHAI L OBTAIN All. PERMITS, PAY ALL FEES D. ALL WINDOW AND D00R GLAZING SHALL HAVE CONT. GLAZING RABBET FOR PERMITS AND VERIFY GOVERNING AUTHORITIES' RFQIIIRFMLNTS FOR AND CLASS RETAINER AND RESILIENT SETTING MAILRIAL O V CONSTRUCTION. AMOUNT PAID BY CONTRACTOR SHALL BE REIMBURSED E. ALL GLAZING ALUMINUM SECTIONS SHALL CONFORM TO U.B.C. BY OWNER, UNLESS NOTED OTHERWISE, REQUIREMENTS OR 1/175 DEFLEC11ON FACTOR. CONTACTS >0 5_ 10. THF CONTRACTOR SHALL. BF RESPONSIBLE FOR All- COSTS FOR 41. ELECTRICAL AND PLUMBING CONTRACTORS SHALL EACH INDEX OF DRAWINGS � U v T- 1 TITLE SHEET < � 0 Q SITE LOCATIONW INSPECTIONS AND/OR TESIS UNLESS NOTED OTHERWISE. PROVIDE TO THE BUILDING OFFICIAL PRIOR TO FINAL INSPECTION A COMPLETED ENERGY COMPLIANCE FORM (INSTALLATION GROCERY OUTLET S.W. . Y WHICH IS SIGNED BY THE . . PACIFIC HIGHWAY v 0 11 UNLESS NOTED OTHFRWL,E ON THESE DRAWINGS OR IN THE PROJECT CERTIFICATE FOR MANUFACTURED DEVICES) SP- 1 SPECIFICATIONS MANUAL AS BEING "N.LC." OR "I VSIING", ALL ITEMS, MATERIALS, ETC, INSTALLER AND GENERAL CONTRACTOR FOR MANUFACTURED DEVICES KING CITY, OREGON AND 111E INSTALLATION of SAME ARE A PART OF THE CONTRACT GOVERNED BY BUILDING ENERGY EFFICIENCY STANDARDS. __ _ SP-2 SPECIFICATIONS t uj Df rINFD BY THESE DRAWINGS AND PROJECT MANUAL, TENANT '� U SP-3 SPECIFICATIONS 42. INSULATION CONTRACTOR(S) SHALL PROVIDE TO THE BUILDING OFFICIAL / - SP-4 SPECIFICATIONS A PRIOR TO FINAL iNSPECIION A COMPLETED ENERGY COMPLIANCE GROCERY OUTLET INC. �'�� t7 THE BUILDING AILD ITS E DISTIFS SHALL BE ACCESSIBLE TO AND (INSULATION CERTIFICATE) SIGNED BY THE INSTALLERS & SP-5 SPECIFICATIONS Rf FUNCTIONAL FOR THE DISABIFD. O 2000 FI(�TH STREET \ ; GENT. CONTRACTOR FOR INSULATING MATERIAL OF ENVELOPE GOVERNED BERKELEY, CA 94710- 1918 /-� SP-6 SPECIFICATIONS I.i. At L ACCESSIHII ITY RAMPS HAVE. MFDIUM BROOM (NON-SLIP) FINISH UNLESS BY BUILDING ENERGY EFFICIENCY STANDARDS. ! SP--7 SPECIFICATIONS PRONE: 5'I 0-845- 1999 OIHLI?WISE REQUIRED BY CODE. � 43. MAINTAIN 44" WIDE CLEAR A,SLES MINIMUM TO ALL REQUIRED EXITS. FAX: 510-644--9991 S 14. PROVIDE III_UMINATE0 EXIT SIGNS AT ALL EXITS AS REQUIRED BY 44. N 0 T USED CONTACT° PETER SCHADEK CODE. EXIT SIGNS, WHERE INDICATE D ON PIANS, SHALL READ "EXIT" � SA- 1 SITE PLAN (FOR REFERENCE ONLY IN 6" HIGH LETTERS. EXIT SIGNS SHALL BE ON SEPARATE CIRCUIT 45. OCCUPANCY MUST COMPLY KITH ACCESSIBILITY CODES AND 9E ACCESSIBLE ARCHITECT SA-2 SITE DETAILS (FOR REFERENCE ONLY) AND INDEF'fNDFNTI.Y CONTROLLED. REFER TO ELECTRICAL_ DRAWINGS, FOR THE PHYSICALLY DISABLED AS FOLLOWS: RICHARD DELL, ARCHITECT HC- 1 HANDICAP ACCESSIBILITY DETAILS 45.1 BUSINESS OFFICES 201 SOUTH LAKE, SUITE 403 n'I_ REQUIRED EXIT DOORS SHALL 8F OPENABLC FROM THE INSIDE A. CLIENT AND VISITOR AREAS, OFFICES AND RELATED TOILET ROGMS. PASADENA, _ A- 1 FIXTURE/FLOOR PLAN EINA, CA 9 11O1 wrTHoul T _ HE USE A KEY ok SPECIAL KNOWLEDGE OR EFFORT, B. EMPLOYEE WORK AREAS. PHONE: 626-578- 1 782 A-2 REFLECTED CEILING P ONE MAIN f XII DOOR SHALL BE IDENTIFIED WITH A VISIBLE 45.2 SALES FACILITIES LAN N SIGN HAVING NOT LESS IIIAN I" HIGH LETTERS STATING' "THIS DOOR TO A. GEN'L SALES, DISPLAY & OFFICE AREAS WITH RELATED TOILET RMS. FAX: 626-578- 19/28 A--3 SCHEDULES RLMMN UNLOCKED DORING BUSINESS HOURS." B. SALES EMPLOYEE WORK STATION. r 0 b CONTACT: BEN CATARINICCHIA A--3 1 RESPONSIBILITY SCHEDULE C. CHECKSTANDS �_ RO OUTLET 0. WHERE TURNSIILES ARE TO BE INSTALLED, 32" WIDE GATES ARE PHONE: 92.5-941 -5450 A-4 MISCELLANEOUS DETAILS 1fi. DETAILS ARE INTENDED TO SHOW TIIC INTENT OF THE DESIGN. MINOR � I REQUIRED WHICH SWING IN THE DIRECTION of TRAVEL : 25--941 -5454 MODIfICAIION; MAY BE REQUIRED 10 SUIT THE FIELD DIMENSIONS OR FAX9A_5 MISCELLANEOUS DETAILSE. MINORS SPECIALIZED DISPLAYS THAT DO NOT EXCEED 200 S.F. AND WORK CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF AND ARE LOCATED ON NON-ACCESSIBLE LEVEL DO NOT HAVE TO BE REFRIGERATION THE WORK OF THE CONTRACT, P- 1 ACCESSIBLE BY TPLUMBING NOTES, DETAILS & PLANTHE HANDICAPPED,HANDICAPPED. F D I SO N SOURCE p' Z Ir W Mp.�l N 4 rLnDFL pl,,,p,W V 17. AL I. INTERIOR WALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. 45.3 STORAGE F.- 1 .,YM B c � A. STORAGE AREA, WHERE ON ACCESSIBLE FLOOR LEVEL. 800 EAST ORANGETHORPE AVENUE OLS, NOTE & SCHEDULES ; 18. ALL EXTERIOR WAIL DIMENSIONS ARE TO FACE OF CONCRETE BLOCK OR 46. CONTROLS, LIGHT SWITCHES AND CONVENIENCE OUTLETS IN RESTROOMS ANAHEIM, 7M CA 92801 -- 1123 2363 23 -2 GROUND FLOOR LIGHTING PLAN -C cc TO FACE 01 SMD, U.N.O. E MUST COMPLY WITH ACCESSIBILITY CODES. E- ,� GROUND FLOOR ELECTRICAL PLAN s CONTACT: SCOTT SMITH ESINGLE LINE & PANEL SCHEDULES Q ► l 19 THE CLIENT, ARCHITECT, CONSULTANTS AND ALL INSPECTORS FROM 47. DOOR HARDWARE SHALL BE LEVER OR PUSH TYPE, MOUNTED 30" To Imo"�� LI441TIN�1 eVNTV_0L en PFRTINFNI AGENCIES SHALL HE PERMITTED ACCESS 10 THE JOB 44" A.F.F. . AND BE OP r � V MU- OPERABLE WITH A MAXIMUM EFFORT OF 8.5 POUNDS r=�.EC fRICAL R - 1 REFRIGERATION FIXTURE FLOOR PLAN Z " W 3 N SILL Al Alt LIMES DOTTING NORMAL WORKING HOURS. FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. REFRIGERATION INCORPORATED R--2 REFRIGERATION PLUM � -� PLUMBING FLOOR PLAN Q 0 I 70. THE CONTRACTOR SHALL. PROVIDE SOUR BLOCKING, AS REQUIRED 395 MACARTHUR BOULEVARD R-3 REFRIGERATION ELECTRICAL FLOOR PLAN ► `^ � FOR Al1ACHMENT OF ALL INTERIOR AND EXTERIOR TRIMS AND FINISHES 48. NOT USED SAN LEANDRO, CA 9+577 R-4 REFRIGERATION PLAN s AND SHALL PROVIDE FOR ALL 111E NECESSARY FRAMING AND BRACING PHONE: 510-635-6053R- 5 DETAILS CL FOR IHE INSTALVICINITY MAP INSTALLATION OF "N.I.C." EQUIPMENT INDICATED. 49. NO HAZARDOUS, FLAMrAABLE MATERIALS OR HIGH PILE STORAGE SHALL BE ,10-635-6142 R-6 REFRIGERATION SCHEDULE f� S WITHIN THIS BUILDING WHICH EXCEED THE QUANTITIES LISTED IN U.B.C. FAX: - � � v ?1 PROVIDE VENTILATION FOR ALL ELECTRICAL ANC TELEPHONE EQUIPMENT TABLES 3-D & 3-E OR ELSE MUST COMPI_IE W/ THE FIRE CODE 708. EMAIL: belden@beldeninc.com ROOMS. �- � 50. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DISPOSAL CONTACT: NESTOR LLANDA I U I ?? UNIESS SPECIFICALLY LOCATED, DOORS SHALL, BE CENTERED IN WALL OR OF ALL EXCESS SPOIL GENERATED BY THE EXCAVATION OF FOOTINGS, MECHANICAL_ LOCA1fD WHIZ DOOR ,IAMB 6" FROM FACE QE NEAREST OBSTRUCTION. `EWER TRENCHES, WATER TRENCHES, AND FROM ANY OTHER EXCAVATION I_ WITHIN HIS WORK AREA. DESIGN/BUILD BY OTHERS UNDER SEPARATE ?3. MECHANICAL- VENTILATION SHALL Sl1F'PLY A MINIMUM 15 CFM OF OUTSIDE CONTRACT) AIR, EXCEPT IN TOILET ROOMS WHFRE FIVE (5) AIR CHANGES PER HOUR 51, PROTRUDING OBJECTS WITH LEADING EDGES BETWEEN 27" & 80" cr,� 'eo1 �t� %1� A A.F.F. SHALT_ NOT PROTRUDE MORE THAN 4" INTO WALKS, CORRIDORS ETC. Cf SHALL BE PROVIDED. SYSTEM MUST PROVIDE A TOTAL CIRCULATION OF ea ins e s 1. l v Y _ 0* f NOT I FSS THAN 1'� CUBIC FEET PER MINUTE PER OCCUPANT IN ALL. r, .- r PORTIONS OF THE 11UILDING. REFER TO MECHANICAL DRAWINGS. 52. FREE STANDING OBJECTS MOUNTED ON POSTS BETWEEN 27" & 80" FlI„I-IA�,J,,. C';�LL A,F.F, MAY PROJECT A MAXIMUM OF 12". R"D � 24 THE GENERAL CONTRACTOR SHA L VERIFY LOCATION AND SIZE OF ALL T VV FLOOR, ROOF-, AND WALL (1PENINGS WITH ALL APPLICABLE DRAWINGS. �3. CONTRACTOR TO NOTIFY ARCHITE"T IN WRITING OF ANTICIPATED CODE SUMMARY FINAL INSPECTION DATE TWO WEEKS IN ,ADVANCE. Qa. = 1 PASADCNA,C, 2';. KEEP PIPING AS CLOSE TO WAILS S AND AS NIGH TO UNDERSIDE OF ' _li T� � j 54. PROVIDE A 6"x6" INTERNATIONAL SYMBOL Of ACCESSIBILITY ADJACENT -- _ _ THIS SUMMARY IS BASED ON 1998 IJNIFURM BUILDING CODE. rj ( ROOF FRAMING AS POSSIBLE. TO STOREFRONT ENTRY DOORS. MOUNT DECAL 0 60" A.F.F. `� I I. SCOPE OF WORK, �, ,9 h USE GROUP CLASSIFICATION: TENANT IMPROVEMENT ' 0 FMENT TO AN (E) 9UILDING � 1_ ?fi. WHERE IARGFf2 STUD`; OR FURRING ARE REQUIRED TO COVER DUCTS, 55. FIRE SPRINKI FRS SHALL COMP(Y WITH UBC CHAPTER 9, SECTION 904. � M (MERCANTILE) Sheet Tale PIPING CONDUIT, ETC., THE LARGER STUD OR FURRING SHALL EXTEND FIRE SPRINKLER PLANS SHALL. BE DESIGN BUILD AND AREA SUMMARY: ) THE FULL LENGTH OF THE SURFACE INVOLVED. SUBMITTED FOR REVIEW 10 THE FIRL DEPARTMENT. , Title Sheet HOLD SPRINKLER SYSTEM TIGHT 1O STRUCTURE. eSortiPa oR Hwy 9 U'� SALES AREA 13,102 SF. 27. PROADE- MEN TRIM OR CASING AT ALL EDGES OF PLASTER OR DRYWALL d OFFICE 459 SF. 56. SAFETY GLAZING SHOULD BE PROVIDED AT HAZARDOUS LOCATIONS, �2� BREAK ROOM 146 SF. WHERE IT 1fRMINAiLS OR MEET5 ANY O1HLR MATERIAL, EXCEPT FLOORS. OTFI R INCLUDING BUT NOT LIMITED TO, GLAZING IN DOORS AND WINDOWS S E 574 SF. ?8. IN CASE OF DISCRFPNACIES OR CONFLICTS, NOTIFY THE ARCHITECT ADJACENT TO DOORS. - - -rrr cl./t� WAREHOUSE 3,966 SF. IMMEDIATELY BEFOI2E PROCEEDING WITH ANY WORK. � ,« 1 d .,� 56. MtCHANiCAI SYSTEM MODIFICATIONS WILL BE DESIGN BUILD BY 3 � � � TOTAL: 18,247 SF. OTHERS UNDER SEPARAIE CONTRACT. i OCCUPANT LOADS: D SALES AREA (13,102/30) 437 ' L I R OFFICE (459/100) 5 BREAK ROOM (146/15) 10 Drown By: Checked Fly: - OTHER (574/30) 19 HC RD WAREHOUSE (3,966/300) 13 Scale: Date: ' 1 • T � � _ G TOTAL OCCUPANT LOAD: 484 As Noted F, 00 I Z x Prod. No, REOUIRED WIDTH: (484/2)x.2 = 48.4" l. EXITS PROVIDED * MIN. 100.0006.10 WIDTH OF 72">48.4" OK FRIT REOUIRED: 2 Sheet: EXIT PROVIDED: 2 0 u 15705 SW 176th Ave, SUP 2000- 00272 ` 1 0/ 17 I Cm IIIiI' "''I IIIIIIII IIIIIIIII 1DI;inI IfIIIIhII llUlllll IIIIIIIiI IIIIIIIII IIIIIIIII (III HI 1III (III I.II TUI III wLEGIBILITY STRIP p � � I I ( I I I)IIHIII Iiln 1111111 I II 1 I Ilii�Ill�n�I��III�I��li�i�Iilll lilljiil�l�IIIIiIiI nIi1111I I!11�n11 Illllnll UI1�Ini 1ii1111ii liillllll ., . :. ...":.,... __.,,,,,, ., ---� I O m m�l c m I 777 9 . _ . 10 1 1 lit 13 14 18 17 151 19 20 21 212 21:3 214 215 215 217 28 219 310 ZI O1 ti HJNI 0 102 ili 03I W-11111111114! 1 I N� ` , .. .. iI „ r t riliiY�`�,V^M. , ft .. .: i 4 ,yyy ;: µ ,r$ IPL R`•1 { a SECTI 01010 - SUMMARY OF tiYORK Revisions: 1.1 GENERAL Application and Certificate for Payment. J. Identify any hazardous substance or condition higher standards or more precise workmanship. M. Specification Content: These Specifications use certain conventions for the style of longuoge L, ry, A. The Project consists of a tenant build out to an B. Content and Format: Utilize Schedule of Values for exposed during the Work to the Architect/Engineer for E. Perform work b and the intended meaning of certain terms. words, and phrases when used in k P 9y persons qualified to produce � p particular existing Landlord owned building. listing Items In Application for Payment. decision or remedy. workman:►hip of specified quality. situations. These conventions are os follows: 1. ProjLA Location: As described on Cover Sheet. C. Payment Period: 30 days.: Waiver of Lien to Date. 2. PART 2 PRODUCTS F. Secure Products in place with positive 2. Tenant: As described on Cover Sheet 1.5 CHANGE PROCEDURES A. Not Used. anchorage devices designed and sized to withstand ACT ACOUSTICAL TILE �' DETAIL GA GALVA Q ' B. Contract Documents, doted 11-5-99, were prepoi-ed A. The Architact/Engineer will advise of minor changes 3. PART 3 EXECUTION stresses, vibration, physical distortion or ADJ. ADDITION DIA DIAMETER GO. GRADE tED for the Project b Mo le Dell McClelland Architects LLP and consultants In the Work not involvin on adjustment to Contract Sum rice A. Not Used. disfigurement. ADJ. ADJACENT DWG, DIAGONAL �' GRADE Q � Y R g Jr �'' g AFF. ABOVE FINISH FLOOR DIM. DIMENSION C.I. GALVANIZED IRON C. The Specifications following are generic and set forth the or Contract Time as authorized by AIA A201, 1987 Edition, 1.4 REFERENCE! ALUM. ALUMINUM D.L. DEAD LOAD C.SS. GALVANIZED STEEL SHEET Intent of the Tenant, Canned Foods Grocery Outlet Paragraph 7.4 by irsuing supplemental instructions on AIA Form SECTION 01300 - SUBMITTALS ANDD. ANODIZED DN. DOWN GRO. GROUND Q ^,orporotlon, for materials and services to be provided to G710. 1. PART 1 GENERAL A. Conform to reference standard by date of issue A.P. ACCESS PANEL DWG. DRAWING GYP GYPSUM develop a complete and ready to operate tenant space. B. The Architect/Engineer may issue a Notice of Change 1.1 SECTION INCLUDES current on date of Contract Documents. APPROX. APPROXIMATE DWR. DRAWER H. HANDICAP Q D. The Work as Indicated on the drawings will be constructed which includes a detailed description of a proposed change A. Submittal procedures. B Obtain copies of standards when required by AUTO. AUTOMATIC E� EXISTING H.B. HOSE BIBB ELEC. under a single prime contract. with supplementary or revised Drawings and specifications, a B. Construction progress schedules. Contract Documents. BET. BETWEEN ELECTRICAL HD. HEAVY DUTY E. Not Assigned. change In Contract Time for executing the change with a C. Shop drawings. C. Should upecified reference standards conflict 8D• BOARD EA. EACH HDWR• HARDWARF F. Separate Contract: The Tenant, Grocery Outlet stlpuiotlon of any overtime work required. Contractor will D. Product data. with Contract Documents. request clarification for BLK(G) BLOCKING) E.B. EXPANSION BOLT HISTO. HISTOLC-,Y Architect/Engineer before proceeding. 9BLDDOGG BUILDING E.F. EACH FACE HM. HOU.JW METAL Corporation, has awarded a separate contract for prepare and submit an estimate with seven days. E. Samples. 9 P 9 BM. BENCHMARK EMP. EMPLOYEE HR. HOUR construction operations that will be conducted C. The Contractor may propose a change by submitting F. Manufacturers' Instructions. D. The Contractual relationship of the parties BOT. BOTTOM ENCLO. ENCLOSURE HSK'PG. HOUSEtfEEP►NG simultaneous) with work under this Contract. That request for changeEn G. Manufacturers' certificates. to the Contract shall not be altered Pam the Contract BSMT, BASEMENT F.P. ELECTRICAL PANEL HT. HEIGHT ca Y to the Architect/ gineer, describing the Documents by mention or inference otherwise In any B.71. BOTH WAYS EQ. EQUAL HVAC HEATING, VENTILATING. 'J .-• Contract includes the following: proposed change and its full effect on the Work. Include o 1.2 RELATED SECTIONS C. COURSE EQl11P'T EQUIPMENT AIR CONDITIONING ~ E 1. Contract: A separate contract ore awarded for statement describing the reason for the change. and the effect A. Section 01019 - ^ reference document. CAB CABINET EST ESTIMATED HWD HARDWOOD O .,ontract Conslderreiltms: Schedule of 1.5 MANUFACTURERS' FIELD SERVICES AND REPORTS signoge and the rear metal canopy. on the Contract Sum/PrIce and Contract Time with full Values. AWhen specified In individual specification C.B. CATCH BASIN EWC ELECTRICAL WATER COOLER I.D. INSIDE DIAMETER 0 A.G. Cooperate with seporcie contractors so that work under documentotion. Document any requested substitutions in B. Section 01400 - Quality Control: Manufacturers' P P CEM. CEMENT EXP. EXPOSED IPS IRON PIPE SIZE s-U those contracts may be carried out smoothly, without accordance with Section 01600. field services and reports. Sections, require material or Product suppl3e:ra or CER. CERAMIC EXT. EXTERIOR INCLU. INCLUDED } Interfering with or delaying work under this Contract. D. Stipulated Sum/Price Change Order. Based on Notice C. Section 01700 - Contract Closeout: Contract manufacturers to provide qualified staff personnel to CLG. CEILING F.E. FIRE EXTINGUISHER INT. INTERIOR observe site conditions, conditions of surfaces and C.L.L. CONTRACT LIMiT LINE F.D. FLOOR DRAIN INSUL INSULATION H. Not Assigned. of Change and Contractor's fixed price quotation or warranty and manufacturer's certificates closeout CLO. CLOSET F.H.E.C. FIRE HOSE EXTINGIUSHER INV. INVERT W Y submittals. installation, quality of workmanship. start-up of o I. The Work will be conducted In a single phase. Contractor's request for a Change Order as approved by C.J. CONTROL JOINT CABINET IAM, LAMINATE (V N Arch itect/Engineer. 1.3 SUBMITTAL PROCEDURES equipment, test. adjust. and balance of equipment as COL COLUMN F.H.M.B. FLATHEAD MACHINE BOLT LAV. LAVATORY J. Contractor Use of Premises: During construction the E. Construction Change Directive: Architect/Engineer A. Transmit each submittal with AIA Form G810. applicable, and to initiote instructions when COMB. COMBIWiTION F.H.SL FLATHEAD SLEEVE ANCHOR LLV. LONG LEG VERTICAL Contractor shall have full use of premises. including use may Issue a directive. on AIA Form G714 Construction Change B. Sequentially number the transmittal forms. necessary. COMPO. COMPOSITION F.H.W.S. FLATHEAD WOOD SCREW U.M. LONG LEG HORIZONTAL Resubmittals to have original number with on al B. Individuals to report observations and site C.M.U. CONCRETE MASONRY UNIT FiN. FINISH LP LOW POINT of the site. The Contractor's use of premises Is Ilml.ed Directive signed by the Owner, instructing the Contractor to 9 alphabetic onlyb tho Tenant's right to perform work or employ other proceed with a chane in the Work, for subsequent inclusion in suffix. decisions ca- instructions given to applicators or CONN. CONNECTION FLASH G FLASHING LT LIGHT Y g P P Y P 9 q installers that are supplemental or sootier to �'ST• CONSTRUCTION �• FLOOR M/MECH, MECHANICAL contractors on portions of the Project. o Change Order. Document will describe changes in the Work, C. Identify Project, Contractor, Subcontractor or PP Y CONT, CONTINUOUS FND, FOUNDAThN MACH. MACHINE U manufacturers written instructions. and designate method of determining any change in Contract supplier. pertinent Drawing sheet and detail number(s), and CONTR. CONTRACTOR F.O.C. FACE OF CONCRETE MAT'L MATERIAL _ K. Use of the Site: Limit use of premises to areas indicated. Sum/F'rice or Contract Time. Promptly execute the change. specification Section number, as appropriate. C. Submit report In duplicate within 30 days) of CORR. CORRUGATED F.O.F. FACE OF FINISH MAS. MASONRY Do not disturb portions of the site beyond the areas F. Time and Material Change Order: Submit itemized D. Apply Contractor's stamp. signed or initialled observation to Architect/Engineer for review. CSK. COUNTERSUNK F.O.M. FACE OF MASONRY MAX. MAXIMUM Indicated. account and supporting data after completion of change, within certifying that review, verlflcotlon of Products required, 2• PART 2 PRODUCTS C.S. CLINICAL SINK F.O.S. FACE OF STUD MB. MACHINE BOLT field dimensions, adjacent construction Work. and A. Not Used. F.O.W. FACE OF WALL MET. METAL W }- 1. Allow /or Owner/Landlord and adjacent tenant occupancy time limits indicated In the Conditions of the Contract. ja 3. PART 3 EXECUTION J � and use by the public. Arch ltect/Engineer will determine the change allowable in coordination of information, Is in accordance with the 2. Keep driveways and entrances clear. Do not use these Contract Sum/Price and Contract Time as provided in the requirements of the Work and Contract Documents. A. Not Used. � C areas for parking or material storage. Schedule Contract Documents. E. Schedule submittals to expedite the Project, and MFR. MANUFACP�JRER R. RADIUS UR URINAL Z 0 deliveries to minimize on-site storage of materials G. Maintain detailed records of work done on Time and deliver to Architect/Englnear at business address. MIN. MINIMUM R.D. ROOF DRAIN V.T. VINYL TILE g SECTION 01421 - REFERENCE STANDARDS AND DEFINITIONS misc. MISCELLANEOUS RECEP. RECEPTOR VER. VERIFY O _ and equipment. Material basis. Provide full Information required for Coordinate submission of related items. MT. MOUNTED REV. itEMSKkI VERT. VERTICAL �-• evaluation of proposed changes, and to substantiate costs for F. Identify variations from Contract Documents and 1.1 GENERAL N. NORTH RM. ROOM W WIDE/WO1H =0 L. Use of the Existing Building: Maintain building changes in the Work. Product or system limitations which mey be detrimental to NAT. NATURAL R.O. ROUGH OPENING WC WA R CLOSET (J weothertlght. Repair damage caused by construction. H. Change Order Forms: AIA G701 Change Order. successful performance of the completed Work. A. Definitions: Basic contrast definitions ore included in the Conditions of N.I.C. NOT IN CONTRACT R.S. ROOF SUMP WCT. WAINSCOT NO. NUMBER STRUC. STRUCTURAL WD. WOOD +•� Protect the building and its occupants during I. Execution of Change Orders: Architect/Engineer will G. Provide apace for Contractor and Architect/Engineer the Contract. NOM. NOMINAL S C. SOLID CORE WG, WIRE CLASS /�/ � • construction. Issue Change Orders for signatures of parties as provided in review stamps. "Indicated' NTS NOT TO SCALE SCHEO. SCHEDULE HHB. WHEEL BUMPER r■ V the Conditions of the Contract. H. Revise and resubmit submittals as required, B. Indicated refers Ito graphic representations. notes. or schedules on the M. Partial Tenant Occupancy: The Tenant reserves the right q Drawings; or to other paragraphs or schedules in the Specifications and OA OUTSIDE AIR SEC. SECRETARY W.I. WROUGHT IRON W Q T) to occupy and to place and install equipment In completed 1.6 ALTERNATES identify all changes made since previous submittal. " " OBS. OBSTETRICS SECT. SECTION W/ WITH � •C areas of the tenant Inose area prior to Substantial A. Alternates quoted on Bid Forms will be reviewed and 1. Distribute copies of reviewed submittals to similar"requirements in the Contract Documents. Terms such as shown, O.C. ON CENTER SHO SHOWER W/0 WITHOUT Completion. Placing equipment and partial occupancy do accepted or rejected at the Owner's option. Accepted concerned parties. Instruct parties to promptly report any noted, scheduled. and specified ore used to help the user locate the O.D. OUTSIDE DIAMETER SHT. SHEET W.O. WORKING PONT Y not constitute acceptance of the Work. Alternates will be identified In Owner-Contractor Agreement. inability to comply with provisions. reference. Location 'is not limited. OP sm. W.W.F. WELDED y� FSO 0 1. The Architect will prepare a Certificate of B. Coordinate related work and modify surrounding work as 1.4 CONSTRUCTION PROGRESS SCHEDULES C. "Directed." "requested," "authorized," "selected," "required," and Substantial Completion for each portion of Work required. A. Submit initial progress schedule in duplicate "permitted" mean directed by the Architect, requested the Architect, and P. PARTITION IYT SPEC. SQUCiFlCATIONS P a5 P � PART. PARTITION S0. SQUARE occ.Upled prior to Tenant occupancy. 2. PART 2 PRODUCTS within 20 days after data of Owner-Contractor Agreement for similar phrases. � PATHO PATHOLOGY S.S. STAINLESS STEEL 2. Obtain a Certificate of Occupancy from building A. Not Used. Architect/Engineer review. D. Reviewed. when used in conjunction with the Architects action on the PHLFB. PHLEBOTOWY ST. STEEL a officials prior to Tenant occupancy. 3. PART 3 EXECUTION B. Re`Tse and resubmit as required. Contractor's submittals, applications, and requests, is limited to the �• SATE �• STANDARD 3. Mechanical and electricalsystems shall be erational A. Not Used. C. Submit a horizontal bar chart with separ-Ate line Architect's duties anti responsibilities as stated in the Conditions of the P.L. PROPERTY UNE STO. STORAGE for each major section of Work tx �• PLASTIC LAMINATE S.U. SOILED UTILITY and required Inspections and tests corrnpleted prior to jo operation. Identifying Contract. PLAS. PLASTER SUS.SYS. SUSPENSION SYSTEM partial Tenant occupancy. Upon occupancy. the Tenant first work day of each week. E. "Regulations" includes lows, ordinances, statutes. and lawful orders FNL PANEL SYM. SYMMETRICAL will operate and maintain systems serving occupied SECTION 01032 - COORDINATION AND MEETINGS D. Show complete sequence of construction by issued by authorities having jurisdiction, as well as rules, conventions, and PORT. PORTABLE T. TILE portions of the lease area. 1. PART 1 GENERAL activity, identifying Work of separate stages and other agreements within the construction industry that control performance of PREFAB. PREFABRICATED TEL TELEPHONE 4. The Tenant will be responsible for maintenance and 1.1 SECTION INCLUDES loglcally grouped activities, indicate the early and late the Work. PSI POUNDS PER WIRE INCH TECH. TECHW-tOGIST/YECHNICIAN start. earl and late flnlsh, float dates. and duration. F. "Furnish" means 'to supply and deliver to the Project site. read for NT' PONT TEMP' TEMPS•� custodial service for occupied portions of the loose A. Coordination. Y PP Y j Y PUL•.F111NC. PULMONARY FUNCTION THK. THICK area. B. Field engineering. 1.5 SHOP DRAWINGS unloading. unpacking, assembly, installation. and similar operations. PURCH'G PURCHASING TOIL. TOILET C. Cutting and patching, A. Submit in the form of one reproducible transparency G. "Install" describes operations at the Project site including the actual PVC POLYVINYLCHLORIDE TREAT. TREATMENT I N. Products Ordered in Advance: If Tenant has negotiated 1.2 COORDINATION and one opaque reproductic,n. unloading, temporary, storage, unpacking, assembling, erecting, placing. Q.T. QUARRY TILE T/C TOP OF CONCRETE purchase orders with suppliers of material and equipment A. Coordinate scheduling, submittals, and Work of the B. After review, reproduce and 0stribute In anchoring. applying, working to dimension, finishing, curing. protecting. T/ST TOP OF STEEL to be incorporated Into the Work. Purchase orders are various Sections of specifications to assure efficient and aceord9reca with Arttc;e on Procedures above and for Record cleaning. and similar operations. TQM TOP WALL « P T/S TOP OF SURFACE c Documents described to Section 01700 -- Contract Closeout. H. "Provide" means to furnish and install corn lete and read for the assigned to the Contractor. Receiving. handling, storage. orderly sequence of installation of interdependent P Y 70R TOP OF ROOF � and installation costs are included in the Contract Sum. construction elements, with provisions for accommodating 1.6 PRODUCT DATA intended use. TyP• TYPICAL Items Installed later. A. Submit the number of copies which the Contractor 1. "Installer" is the Contractor or another entity engaged �y the Contractor, a EE 1. Contractor's responallanitles are the same as If B. Verif that unlit requirement characteristics of requires, plus two copies which will be retained by the either as an employee, subcontractor, or contractor of lower tier, to Y Y at 1. Abbreviated Language: Language used in the Specifications and other Contract Contractor negotiated purchase orders. If necessary, operatingequipment are con- atible with building utilities. Architect/Engineer. perform a particular construction activity. including installation. erection, 1 N � Documents is abbreviated. Words and meanings shall be interpreted as appropriate. Contractor shall renegotiate purchase and execute Coordinate work or various Sections having Interdependent B. Mark each copy to identify applicable products. application, or similar operations. Installers are required to be experienced Words implied. but not stated, shall be interpolated as the sense requires. Singular final purchase-order agreements. responsibility for installing, connecting to, and placing in models. options, cnd other data. _supplement manufacturers in the operations they are engaged to perforin. words shall be interpreted as plural and plural words interpreted as singular where 0. Tenont-Furnlshed The Tenant furnishes service, such equipment. standard data to provide information unique to this Project. applicable as the context of the Contract Documents indicates. The Work Includes providing support systems to receive C. After review. distribute In accordance with 1. The terra "experienced." when used with the term "installer." means P 9 PR Ys C. Coordinate space requirements and Installation of Pe Tenant's equipment, and mechanical and electrical mechanical and electrical work which are indicated Article on Procedures above and provide copies for Record having successfully completed a minimum of five previous projects similar 2. Streamlined language is generally used in the Specifications. Requirements connections, diagrammatically on Drawings. Follow routing shown for Documents described in Section 017'00 Contract Closeout. in size and scope to this Project; being familiar with the special expressed in the imperative mood are to be performed by the Contractor. At 1. The Tenant will arrange for and deliver shop pipes, ducts. and conduit. as closely as practicable: place 1.7 SAMPLES requirements indicated; and having complied with requirements of certain locations in the Section Text, subjective language is used for clarity to .� drawings, product data, and samples to the Contractor. runs parallel with line of building. Utilizes aces authorities having jurisdiction. describe responsibilities that must be fulfilled indirectly by the Contractor or by P 9• P A. Submit samples to illustrate functional and others when so noted. � 2. The Tenant reserves the right to inspect Items delivered for damage. efficiently to maximize accessibility for other aesthetic characteristics of the Product, with Integral 3. The Tenant will arrange for field services and for Installations, for maintenance. and for repairs, parts and attachment devices. Coordinate sample submittals 2• Using a term such as "carpentry" does not imply that certain a. The words "shall," "shall be." or 'shall comply with," depending on the context, g construction activities must be performed by accredited or unionized are implied where o colon is used within a sentence or phrase. the delivery of warranties to the Contractor D. In finished areas. conceal pipes. ducts. and for Interfacing work. P (�) wiring within the construction. Coordinate locations of B. Submit samples of finishes from the full range of individuals of a corresponding generic name, such as carpenter. 4. The Contractor shall designate delivery dates In the fixtures and outlets with finish elements. P g N. Applicability of Standards: Unless the Contract Documents include more stringent " Contractor's Construction Schedule. colors selected, textures, and patterns for " E. Coordinate completion and clean up of Work of Architect/Engineer's selection. J. Project site is the space available to the Contractor for performing requirements, applicable construction industry standards have the some force and S. The Contractor shoo review whop drawings, product construction activities. either exclusive) or in conjunction with others effect as if bound or copied direct) into the Contract Documents to the extent Q data, and samples and return them natio separate Sections in preparation far Substantial Completion. C. Include Identification on each sample, with full y � P Y P g F. After Owner occupancy of remises. coordinate perforrnaing other work as part of the Project. The extent of the Project referenced. Such standards are made a part of the Contract Documents by disci onclee or problems anticipated In using the P Y P project information. � eP P P g access to site for correction of defective Work and Work not site is shown on the Drawings and may or may not be identical with the reference. product. D. Submit the number or samples specified in description of the land on which the Project is to be built. 0. Publication Dates: Comply with standards in effect as of the dote of the In accordance with Contract Documents, to minimize individual specification Sections; one of which will be P f P Y 6. The Contractor Is responsible for receiving, disruption of Owner's activities. retained by Architect/Engineer. " Contract Documents. unloadin and handling Tenant fumished Items at K. 'Testing Agencies": A testing agency is an independent entity engaged P. Copies of Standards: Copies of applicable standards are not bound with the 9• 9 1.3 FlEID ENGINEERING 1.8 MANUFACTURERS INSTRUCTIONS � the site. to perfonr specific inspections or tests, either at the Project site or Contract Documents. Where copies of standards are needed to perform a required A. Not Used A. When specified in Individual spectflcation V 7. The Contrac!or Is responsible for protecting Items Sections. submit manufacturers' printed instructions for elsewhere. and to report on and, if required. to interpret results of those construction activity, the Contractor shall obtain copies directly from the publication •� from damage, Including exposure to the elements. The delivery, storage, assembly, Installation, start-up, inspections or tests. source and make them available on request. Contractor shall repair or replace Items damaged as 1.4 CUTTING AND PATCHING adjusting, and finishing. in quantities specified for a result of his operations. A. Employ skilled and experienced installer to perform Product Data. L. Not Used Cutting and patching. B. Identify conflicts between manufacturers' Q. Abbreviations and Names: Where abbreviations and acronyms are used in the 1.2 PRODUCTS (Not Applicable) Y Specifications or other Contract Documents, they mean the recognized name of the B. Submit written request In advance of cutting or Instructions and Contract Documents. trade association. standards-producing organization, authorities having jurisdiction, or 1.3 EXECUTION altering elements which affects: 1.8 MANUFACTURER'S CERTIFICATES other entity applicable to the context of the text provision. Refer to Gale Seal 1. Structural Integrity of element, A. When specified in individual " ' - U p speclflcation Research a "Encyclopedia ro of Associations" or Columbia Books Notional Trade A/ C,, END OF SECTION 01010 2. Integrity of weather-exposed or moisture-resistant elements. Sections, submit manufacturers certificate to 3. Efficient maintenance, or safety of element. Professional Associations of the U.S., which are available in most libraries. Y• Y Architect/Engineer for review, to quantities specified For 4. Visual R. Permits, Licenses. and Certificates: For the Owners records. submit copies of CJ G SECTION 01019 -- CONTRACT CONSIDERATIONS qualities of sight-exposed elements. Product Data. P � PICHARD ._.0E1_L (� 5. Work of Owner or permits. licenses, certifications. Inspection reports. releases, jurisdictional settlements. ,. 1. PART 1 GENERAL separate contractor. 417 B. Indicate material or product conforms to or notices, receipts for fee payments. judgments, correspondence. records. and similar 1.1 SECTION INCLUDES C. Execute cutting, fitting, and patching including exceeds specified requirements. Submit supporting reference P PaY 1 g Po • A. Schedule of Values. excavation and fill. to complete Work. and to: documents, established th W for compliance with standards and regulations bearing ort .c- date, affidavits, and certifications as appropriate. erformanc� of the Work. B. Application for Payment. 1. Fit the several parts together. to integrate with other Work. C. Certificates may be recent or previous test P C. Chan procedures. 2. Uncover Work to install or correct Ill-timed Work. Y P PASADENA,C� 4• P results on materia! or Product. but must be acceptable to A�x 1.2 RELATED SECTIONS 3. Remove and replace defective and non-conforming Work. Architect/Engineer. te ' A. Section 01300 - Submittals: Schedule of Values. 4, Remove samples of installed Work for testing. 1.2 PRODUCTS (Not Applicable) G .x 2. PART 2 PRODUCTS B. Section 01600 - Material and Equipment: Product 5. PrWde openings In elements of A. Not Uses,. rr substitutions and olternates. Work for penetrations of mechanical and electrical Work. 3. PART 3 EXECUTION 1.3 EXECUTION Not Applicable) Sheet Title 1.3 SCHEDULE OF VALUES D. Execute work by methods which will avoid damage to A. Not used. ( APP ) Specification A. Submit typed schedule on AIA Form G703 - Application other Work, and provide proper surfaces to receive patching and Certificate for Payment Continuation Sheet. Contractors and finishing. SETION 01400 -- QUALITY �QNTRO� END OF SECTION 01421 standard form or electronic media printout will be considered. E. Cut rigid materials using masonry saw or core drill. 1. PART 1 GENERAL B. Submit Schedule of Values In duplicate within 20 F. Restore Work with near vroducts in accordance with j PI 1,1 SECTION INCLUDES days after date of Owner-Contractor Agreement. requirements of Contract Documents. A. Qualit assurance and control of installation. G. Flt Work tight to I sleeves. ducts. conduit. Y SECTION 01500 - CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS ,+ C: Format: Identify each line It-am with number and title gh P Py B. References. of the major specification Section. and other penetrations through surfaces. C. Manufacturers' field services and reports. 1.1 GENERAL D. Include In each line Item, the anount of Allowances H. Maintain integrity of wall, coping, or floor 1.2 RELATED SECTIONS ' specified In this Section. construction: completely sed voids. A. Section 01300 - Submittals: Submission of A. Summary: This Section specifies construction facilities and temporary controls E. Include separately from each line Item, a directly 1. Refinish surfaces to match adjacent Wthes. For g support facilities. and security protection facilities. � Manufacturers' Instructions and Certificates. includin su y and proportional amount of Contractor's overhead and profit. continuous surfaces. refinish to nearest Intersection; for B. Section 01600 -- Material and Equipment: B. Regulations: Comply with industry standards and applicable laws and regulations F. Rorke schedule to list approved Change Orders. with on assembly, refinish entire unit. Requirements for material and product quality. of authorities having jurisdiction including, but not limited to. the following: 1 troch Applicatkm For Payment. 1.3 QUALITY ASSURANCE/CONTROL. OF INSTALLATION Drown W. Checked By: A. Monitor quality control over suppliers, I. Building code requirements. or, RD 1.4 APPLICATION^s FOR PAYMENT manufacturers. Products, services, site conditions, and 2. Health and safety regulations. Scale: Date- A. Submit three copies of each application on AIA Form 0702 - workmanship. to iP produce Work of specified gadfly. 3. Polka. firs department. and rescue squad rules. �y Noted B-•12-00 I B. Comply fully with manufacturers Instructions. 4. Environmental protection regulations. <N Including each step In sequence. Pro). No.: C. Should manufacturers' instructions conflict C. Standards: Comply with NFPA 241 "Standard for Safeguarding Construction. 100.0006.10 e with Contract Documents. request clarification from Alterations, and Demolition Operations." and ANSI AID Series standards for "Safety I r Architect/Engineer before proceeding. Requirements for Construction and Demolition." y a D. Comply with spec'fled standards as a minimum Sheet: SIP ^5 u quality for the Work except when more stringent tolerances. codes. or MwIfled requirements Indicate b ' : Cm VIII Illllllll IIIIIIIII IIIIIIIII Illllllll IIIIIIIII IIIIIIIII IIIIIIIII Illlllrlll IIIIIIIII Illllilll IIIIIIIII IIIIIII"'iillllil Illilllli llilllll ii lull Illllllli t i I I I I I lila Ila nli ilii liu Irl Ila LLEGIBILITY STRiP •' b I � � � � � .� 1 � � � � � � � � I I lilullllillllnulnn lotion unnill liulnu �' �:.' i . � I I �.__._. . .. _...�. �....,� ra110"rai 10 11 IQ 13 14 IO 17 IA 10 2'o 21 22 23 24 2:, 2e 27 28 29 30 I fill y,� �...,..�a ,!amu„��;YtLiKL4.„ti_:;..:,. ., - o-... „, ,• ... - -. - Cy I" + !"b::Y 8 Rr. S: f. A' :..r �i . � 11 n, 1� . I I I .1 F� I I • r: It ,, c Revisions: 1.2 PRODUCTS (Not Applicable) C. Reports will be submitted by the independent 4. Existing to Remain: Protect construction Indicated to 7. Concrete Inserts: Threaded or wedge type. s. firm to the Arch indicating observations remain against damage and soiling during selective 9 YP ' galvanized comply with minimum allowable unit chemical treatment 1.3 EXECt1TI0N (Not Applkoble) 9 9 ferrous coatings• either ASTM A 47 (ASTM A 47M) 3. Wood treatment data, Including and results of tests and indicating compliance or demolition. When permitted by the Architect, items may malleable Iron or ASTM A 27/A 27M coat steel.' Provide manufacturer's instructions for handling. storing, END OF SECTION 01500 non--compliance with specified requirements and with the be removed to a suitable, protected storage location bolts, washers, and shims as required hot-dip Installin and finishing 9• g• requirements of the Contract Documents. during selective demolition and then cleaned and galvanized per ASTM A 153. 9• g treated moierlala. , SECTION 01831 - SUBSTiTUT10NS 2. PART 2 PRODUCTS reinstalled in their original locations. C. Aluminum: As follows: 1.2 PRODUCTS A. Lumber, General: Comply with DOC PS 20 and with applicable A. Not Used. B. Except for items or materials indicated to be reused, 1. Extrusions: ASTM B 221 (ASTM B 221M), alloy 6063-T6. grading rules of inspection agencies certified by the 1.1 GEIlERAL 3. PART 3 EXECUTION salvaged, reinstalled, or otherwise Indlcated to remain the 2. Rolled Tread Plate: ASTM B 632 (ASTM B 632M) Pattern American Lumber Stan ' A. Not Used. Landlord'sproperty, demolished materials she.1i become the 1. alloy 6061-T6, dards Committee's (ALSC) Board of u/L A. Substitutions: Changes in products. materials, Y Review. Provide dressed lumber, S45. with each piece /� g P equipment. and methods Contractor's property and shall be removed from the site D. Fasteners: Provide plated fasteners complying with ASTM factory marked with grade stamp of inspection agency. u� of construction required by the Contract Documents proposed after award of the Cuntract are considered requests for substitutions. The following are SECTION 01700 - CONTRACT CLOSEOUT with further disposition at the C.,ntractor's option. B 633, Class Fe/Zn 25 for electrodeposited zinc coating, 1, Provide lumber with 15 percent maximum moisture content not requests for substitutions: 1. PART 1 GENERAL C. Photographs or videotape, sufficiently detailed, of for exterior use or where built Into exterior walls. of time of dressing for percent inch naximu (38-mm actual) 1.1 SECTION INCLUDES dxisting conditions of adjoining construction and site Select fasteners for the type. grade, and class required. thickness or less, I less otherwise Indicated. 1. Substitutions requested during the bidding period and accepted by A. Closeout procedures. Improvements that might be misconstrued as damage coursed by E. Shop Primer for Ferrous Metal: Fast-curing, lead- and B. Wood-Preservative-Treated Materiais: Comply with Addendum prior to award of the Contract. B. Final cleaning. selective demolition operations. chromate-free. universal modified-alkyd primer with good applicable requirements of AWPA C2 (lumber) and AWPA C9 C. Adjusting. D. Record drawings at Project closeout according to Division 1 resistance to corrosion, compatible with finish point (plywood). Mark each treated item with the Ouality Mark 2. Revisions to the Contract Documents requested by the Owner. D. Project record documents. Section "Contract Closeout." systems, and complying with performance requirements of FS Requirements of on inspection agency approved by ALSC's 3. Specified options included in the Contract Documents. E. Operation and maintenance data. 1. Identify and accurately locate capped utilities and TT-P-664. Board of Review. W F. Warranties. other subsurface structural, electrical, or mechanit.al F. Galvanizing Repair Paint: High-zinc-dust-content paint, 1. Pressure treat obovet�round items with waterborne J G. Spare ports and maintenance materials. conditions. with dry film containing not less than 94 percent zinc dust preservatives to a minimum retention of 0.25 Ib/cu. ft. Iiiii �,Q 4. Contractor's compliance with regulations issued by governingauthorities. 1.2 RELATED SECTIONS E. Regulatory Requirements: Comply with governing EPA by weight. notification regulations (4.0 kg/cu. m). After treatment kiln-dry lumber and Q � A. Section 01500 - Construction Facilities and Temporary 9 lations before starting selective G. Concrete Fill: Comply with requirements of Division 3 (� P Y 9 P Y plywood to a maximum moisture content of 15 percent. U B. Substitution Request Submittal: The Architect will consider requests for Controls: Progress cleaning. demolition. Comply with hauling and disposal regulations Section Cast-in-Place Concrete" for normal-weight concrete Treat indicated Items and the following: substitution received within 5 days after commencement of the Work. B. Section 01650 - Starting of Systems: System start-up, of authorities having jurisdiction, with a minimum 28-day compressive strength of 3,000 psi (20 a. Wood cants, nollers. curbs, equipment � ►n >` F. Landard will occupy portions of the building immediately MPs). support testing. adjusting, and balancing. PYP bases, blocking. stripping, and similar members in W p N 1. Submit 3 copies of each request for substitution. 1.3 CLOSEOUT PROCEDURES adjacent to selective tenant demolition area. Conduct selective H. Nonshrink, Metallic Grout: Factory-packaged, ferrous- connection with roofing. x A. Submit written certification that Contract Documents demolition so that Landlord's operations will not be aggregate rout complyingwi + g, flashing, vapor barriers, . V O 2. Identity the product or method to be replaced in each request. Include oP9 with ASTM C 1.07. N disco I. Nonahrink, and waterproofing. . Q N related Sped/kation Section and Drawling numbers. have been reviewed, Work has been inspected, and that disrupted. Provide not less than 72 hours' notice to Landlord's Nonmetallic Grout: Factor packaged. I9 m Factory- 9 b. Wood sills, sleepers, blocking, furring, stripping. Work is complete in a;cordonce wi#h Contract Documents of activities that wlil affect Landlord's operations. nonstaining, noncorrosive, nongaseous grout complying with and similar concealed members In contact with I 0 3. Provide documentation showing compliance with the requirements for and ready for Architect/Engineer's inspection. G. Landlord assumes no responsibility for actual condition of ASTM C 1107. masonry or concrete. substitutions and the following information: B. Provide submittals to Architect/Engineer that are required H. buildings to be selectively demolished. J. Fobricot;on, General: Form from materials of type, size, c. Woad framing members fora than 18 inches (460 mm) a. Coordination information, including a list of changes needed to other by savoring or other authorities. Storage or sale of removed items or materials on-site will thickness, and shapes indicated. Work to dimensions above grade. 5 Work that will be necessary to accommodate the substitution. C. Submit final Application for Payment not be permitted. Indlcated or accepted on shop drawings, using p-o%•3n d. Wood floor plates installed over concrete slabs b. A comparison of the substitution with the Works specified, including Identifying total adjusted Contract Sum. 1.2 PRODUCTS directly In contact with earth. Pe 9 � previous (Not Applicable) details of fabrication and support. performance, weight, size, durability, and visual effect. g payments. and sum remaining due. 1.3 EXECUTION 1, Shear and punch metals cleanly and accurately. Remove 2. Com c. Product Data, including Drawings and descriptions of products and 1.4 FINAL CLEANING A. Survey the condition of the building to determine whether sharp or rough areas and ease exposed edges. plate fabrication of treated items before treatment. IIIIIIIII installation procedures. removing P 9 where posslble. If cut after treatment, apply field P A. Execute final cleaning prior to final Inspection. g any element might result in structural deficiency 2. Weld corners and seams continuously. Use materials and W treatment complying with AWPA M4 to cut surfaces. d. Samples, where applicable or requested. B. Clean interior and exterior glass and surfaces or unplanned collapse of any portion of the structure or methods that minimize distortion and develop strength Inspect each piece of lumber or plywood after drying `_ e. A statement indicating the effect on the Contractor's Construction exposed to view; remove temporary labels, stains and adjacent structures during selective demolition. and corrosion resistance of base metals. Obtain fusion and discord damaged or defective pieces. Schedule compared to the schedule without approval of the substitution. foreign substances. pollsh transpoorent and glossy B. Perform surveysas the Work o without undercut or averts 0 Indicate the effect of the substitution on Contract Time. surfacrs. vacuum carpeted and soft surfaces. progrea,es to detect hazards p. Remove welding flux C. Dimension Lumber: Provide dimension lumber of grades � = p f. I..sulting from selective demolition activities. immediately. Finish exposed welds and surfaces smooth indicated according to the ALSC National Grading Rule (NGR) 0) Cost information,tion, including a proposal of the net change, if any in the C. Clean equipment and fixtures to a sanitary condition, and blended. provisions of the inspection agency indicated. W Contract Sum. Y C. Maintain existing utilities Indicated to remain in service O D. Replace filters of operating equipment. and protect them against damage during selective demolition 3• Form exposed connections with hairline joints, flush 1. Framing Other than Non-Load-Bearing Partitions: X O q. Certification that the substitution conforms to the Contract Documents E. Clean debris from roofs, gutters. downspouts, and drainage operations. and smooth, using concealed fasteners where possible. Provide Construction or No. 2 grade and any of the and is appropriate far the applications indicated. systems. D. Utility Requirements: Locate, identify, shut off, Locate joints where least conspicuous. following species: V h. The Contractor's waiver of rights it additional payment or time that may F. Clean site; sweep paved areae, roka clean landscaped disconnect, and seal or cap off indicated utility services K. Rough Hardware: Furnish custom-fabricated bolls, a. Specter: Southern pine; SPIB. LL +� become necessary because of the failure of the substitution to perform surfaces. plates, adequately. serving building to be selectively demolished. anchors. hangers, dowels, and other miscellaneous steel and b• Species: Douglas fir--larch; NLGA. WCLIB. or WWPA. � U(� G. Remove waste and surplus materials, rubbish, and 1. Where utility services are required to be removed, Iron shapes for supporting and anchoring woodwork, c. Species: Hem-fir; NLGA, WCLIB, or WWPA. • construction facilities from the site. relocated. or abandoned, provide bypass connections to 1. Galvanize, unless otherwise indicated. d. Species: Douglns fir south; WWPA. W < 0) 4. Architect's Action: If necessary, the Architect will request additional H. Employ a certified Individual to snake all new and maintain continuity of service to other parts of the 0- .E- information within one week of receipt of a request for substitution. The sewer / waste lines prior to building tum over L. Loose bearing and Leveling Plates: Provide for steel items 2. Framing Other than Non-Load-Bearing Partitions: � •Y Architect will notify the Contractor of acceptance or rejection within 1 week 1.5 ADJUSTING building before proceeding with selective demolition. of receipt of the request. A. Adjust operating Products and equipment to ensure smooth E. Drain. purge, or otherwise remove, collect, and dispose of bearing on masonry or concrete, as Indlcated. Drill plates Provide any species and grade with a modulus of 0 chemicals. gases, explosives. acids. flammables, or other to receive anchor bolts. elasticity of at least 1,300.000 sl 8950 MPG) and an 0 � 9 P P ( � ii 1.2 PRODUCT'S and unhindered operation, dangerous materials before proceeding with selective 1. Galvanize after fabrication. extreme fiber stress in bending of at least 850 psi 1,6 PROJECT RECORD DOCUMENTS M. Loose Steel Lintels: Fabricate from shapes and to sloes ��;; �!� A. Maintain on site. one set of the following demolition operations. p (5.9 MPs) for 2-inch nominal (38 mm-octual) thickness .O `/ A. Conditions: The Architect will receive and consider a request f.r F. Employ a certified, licensed exterminator to treat building Indicated. and 12-inch nominal (286-mm actual) width for single 2 substitution when one or more of the following conditions are satisfied. record documents; record actual revisions to the Work: and to control rodents and vermin before and during 1. Galvanize after fabrication. member use. Otherwise, the Architect will return the requests without action except to 1, Contrect Drawings. Nf a. selective demolition operations. N. Shelf and Relieving Angles: Fabricate to sizes indicated D. Miscellaneous Lumber. Provide No. 3 or Standard grade record noncompliance with these requirements. 2. Specifications. G. Conduct demolition operations and remove debris to ensure for attachment to support framing. Provide slotted holes lumber of any species for support 3. Addenda. to receive 3/4-Inch (19-mm) bolts• spaced not more than 6 construction. Including or attachment d other 4. Chane minimum interference with roads, streets, walks, and other g rooftop equipment curbs and support 1. Revisions to the Contract Documents are not required. g Orders and other Modifications to the Contract. adjacent occupied and used facilities. inches (150 mm) from ends and not more than 24 inches (600 bases. cant strips• bucks. noilers. blocking, and similar 2. Changes are in keeping with the intent of the Contract Documents. 5. Reviewed shop drawings, product data. and samples. H. Conduct demolition operations to mm) O.C. members. 3. The specified product cannot be B. Record Information concurrent with construction progress. oP prevent Injury to people 1. Furnish wedge-type concrete inserts, complete with E. Air-Infiltration Barrier: Air retarder complying with I per' p provided within the Contract Time. The Architect will not consider the request it the specified product cannot be C. Specifications: Legibly mark and record at each and damage to ad jocent buildings, facilities, and site provided as a result of failure !o improvements to remain. Ensure safe passage of people fasteners, to attach shelf angles to cast-in-place ASTM E 1677; made from polyolefins; either cross-laminated pursue the Work promptly. Product section description of actual Products Installed. around selective demolition area. concrete. films, woven strands, or spunbonded flbers; coated or 45.. The request is related to an "or-equal" clause. D. Record Documents and Shop Drawings: Legibly 1. Provide temporary weather 2, Galvanize shelf angles to be installed on exterior uncoated; with or without p y protection, during interval g perforations to transmit water I The substitution offers the Owner a substantial advantage, in cost, time, mark each item to record actual construction. between demolition and removal of existing concrete. vapor but not liquid water; and with minimum water-vapor or other considerations, after deducting compensation to the Architect for E. Delete Architect/Engineer title block and seal from all construction, on exterior surfaces and new construction 0. Miscellaneous Framing and Supports: Provide as required to transmission of 10 perms (575 ng/Po x s x sq. m) when redesign and increased cost of other construction, documents. complete the Work but not Included with structural steel tested according to ASTM E 96, Procedure A. 6. The specified product cannot receive approval by a govaming authority, F. Submit documents to Arch ltect/Engineer with claim for to ensure that no water leakage or damage occurs to fromework. Fabricate as Indicated and required to receive F. Fasteners: Size and type indicated. Where rough carpentry and the substitution can be approved by the governing authority. final Application for Payment. structure or interior areas. o 2.. Protect walls, ceilings, floors, and other existing adjacent construction. Fabricate from structural steel of is exposed to weather, in ground contact, or in area of � i 1.7 OPERATION AND MAINTENANCE DATA finish k that are to remain and are exposed during welded construction. Drill and tap to receive hardware, high relative humidity, provide fasteners with a hot-dip c work B. The Contractor's submittal and the Archb act's acceptance of Shop A. Submit two sets prior to final inspection. hangers, and similar items. Include anchors for building tiro coating per ASTM A 153 or of Type 304 stainless steel. If Drawings, Product Data. or Samples for construction not complying with the bo2►nd in 8-1/2 x 11 inch text selective demolition operations. into other work. spaced not more than 24 inches (S00 mm) 1. Power-Driven Fasteners: or of NER-272. / pages. three ring hinders 3. Cover cad protect furniture. furnishings. and equipmentCABO C3 Contract Documents do not constitute on acceptable request for substitution, with durable covers. O.C. 2. Botta: Steel bolts complying with ASTM A 307 Grade A nor do they constitute approval. B. Prepare binder covers with Anted title "OPERATION that hove not been removed. yi g , P. Miscellaneous Steel Trim: Fabricate from steel shapes. ASTM F 568, Property Class 4.6); with ASTM A 563 1.3 EXECUTION (Not Apph,.-able) AND MAINTENANCE INSTRUCTIONS". title of project. I. Erect and maintain dustproof partitions and temporary plates, and bars of profiles shown with continuously welded ASTM A 563M) hex nuts and. where indicated, flat C. Subdivide the binder contents with page dividers, enclosures to limit dust and dirt migration and to separate joints. and smooth exposed edges. Miter corners and use washers. END OF SECTION 01631 organized as described below; with tab titling clearly areas from fumes and noise. concealed field splices wherever possible. Provide G. Metal Framing Anchors: Provide galvanized steel framing printed under plastic tabs. J. Provide and maintain interior and exterior shoring, cutouts, fittings, and anchorages; coordinate assembly and anchors of structural capacity, type, and size indicated SECTION 01BS0 - STARTING QE SYS _MS D. Contents: Prepare a Table of Contents for each bracing, or structural support to preserve stabilityand installation with other work. 1. PART 1 GENERAL revert movement. settlement. or collo and as follows: volume, with each Product or system description P collapse of building to be 0. Pipe Bollards: Fabricate from Schedule 80 steel pipe 1. Research or Evaluation Reports: Provide products for .� 1.1 SECTION INCLUDES identified, type on white paper. selectively demolished. capped with 1/4-inch (6.4-mm) steel plate. which model code research or evaluation reports exist f i A. Storting systema. E. Part 1: Directory, listing names, addresses. and K. Use water mist. temporary enclosures, and ot;ier suitable 1. Fabricate sleeves for bollards from steel pipe with 1/4- that are acceptable to authorities having jurisdiction V f I B. Demonstration and instructions. telephone numbers of Archltect/Engineer, Contractor, methods to limit the spread of dust and dirt. Comply with inch- (6.4-mm-) thick steel plate welded to bottom of and that evidence compliance of metal framing anchors i C. Testing. SECTIONS and alancing. Subcontractors, and major equipment suppli,,ers. governing environmental protection regulations. sleeve, for application indicated with building code in effect ► : 1.2 RELATED SECTIONS F. part 2: L. Remove and transport debris in a manner that will prevent for Project. I Operation and maintenance a instspeci ns, R. Finish metal fabrications after assembly. Comply with s 1 1 A. Section 01400 - Quality Control: Manufacturers field reports. arranged by system and subdivided by specification spillage on adjacent surfaces and areas. " " Y• P Y 2. Allowable Design Loads: Provide products with .�,. B. Section 01700 - Contract Closeout: M. Clean adjacent structures and improvements of dust, dirt. NAAMM Metal Finishes Manual for recommendations on allowable design loads, as published by manufacturer, Q,1 I section. For each category, identify names. addresses, and debris caused by selective demolition operations. appltcotion of finishes. Sf+op-prl-ns ferrous metol items System operation and malntenonce data and extra materials. and telephone numbers of Subcontractors and suppliers, not indicated to be galvanized. that meet or exceed those indicated. Manufacturer's 1.3 STARTING SYSTEMS Return adjacent areas to condition existing before start of published values shall be determined from empirical 0 G. Part i Project documents and certificates, including the selective demolition. 1. Hot-dip galvanize Items Indicated to be galvanized. data or by rational engineering analysis, and ► I A. Coordinate schedule /or start-up of various following: Comply with ASTM A 153 or ASTM A 123 as applicable.equipment and systems. 1. Shop drawings and product data. N. Demolish and remove existing construction only to the pp demonstrated by comprehensive testing performed by a 11 B. Notify Owner seven days prior to start-up of each 2. Air and water balance reports. extent required by new construction and as indicated. 2. Preparation for Shop Priming: Prepare uncoated ferrous � 1� Item. qualified Independent testing agency. 3. Certificates. 0. Promptly patch and repair holes and damaged surfaces caused metal surfaces to comply with SSPC-SP 3 Power Tool C. Verify that each place of equipment or system 4. Photocopies of warranties. 9 Cleaning." 3. Galvanized Steal Sheet: Hot-dip, zinc-coated% A 6 .0 t op to adjacent construction by selective demolition sheet complying with ASTM A 653 G60 '`cam A 653M ,V hos been checked for proper lubricotton. drive H. Submit one copy of completed volumes In final operations. 3. Apply shop primer per requirements of SSPC-PA 1 "Point � � 9 Application Specification No. 1" for shop painting. lock-Z180) coating designation; structural, manufacturer commercial, r rotation. belt tension, control sequence, or other form 7 days prior to final Inspection. This copy will be P. Where repairs to existing surfaces are required, patch to 1.3 EXECUTION lock-forming quality. as standard with manufacturor for conditions which may cause damage. returned after final inspection, with Architect/Engineer produce surfaces suitable for new materials. A. Installation, General: Perform cutting. drilling. and type of anchor indicated. D. Verify that tests. meter reodngs, and comments. Revise content of documents as required prior Q• Restore exposed finishes of patched areas and extend finish fitting required for Installing metal fabrications. Set H. Sill-Sealer Gaskets: Glass-fiber-resillent insulation, specified electrical characteristics agree with those to final submittal. restoration into adjoining construction to remain in a I t its accurately n location. with edges and surfaces fabricated in step form. for use sill sealer; 1-Inch required by the equipment or system manufacturer. I. Submit final volumes revised. within 15 days otter final manner that eliminates evidence of patching and un (25-mm) nominal thickness. compressible to 1/32 inch (0.8 E. Verify wiring and support components for inspection. refinishing, level. plumb„ and true. , 1. Fit exposed connections accurately together and weld mm); selected from manufacturers standard widths to suit tt equipment are complete and tested. 1.8 WARRANTIES R. Patch and repair floor and wall surfaces in the new space . � width of ails members indicated. $eOI � �:,V f11vC, I F. Execute start-up under aupervlsion of A. Provide duplicate notarized copies. where demolished walls or partitions extend one finished unless otherwise Indicated. Do not weld. cut. or I. Adhesives for Field Cluing Panels to Framing: Formulation r:''� �� responsible manufacturer's representative In accordance area into another. Provide a flush and even surface of abrade ,the surfaces of galvanized units that ore .�, B. Execute and assemble, documents from intended for bolted connections. complying with APA AFG-01 that is approved for use with (j with manufacturers' Instructions. uniform color and appearance. type of construction pone) indicated by both adhesive and t, HICFIARD E.l'�::LL �'� G. When specified n individual Subcontractors. suppliers. and manufacturers. Provide S. Patch repair, or rehon existing ceilings as necessary specification Table of Contents and assemble in three ring binder with eP � 9 9 g y to 2. Provide temporary bracing or anchors in formwork for � 4127 � Sections, r items that ore to he built, into concrete masonry or Panel manufacturers. • squire manufacturer to provide authorized durable cover. provide an even-plane surface of uniform appearance. Y 1.3 EXECUTION e representative to be T. Disposal: Promptly dispose of dervioltahed materials. Do similar construction. A. Set rough carpentry to required levels and linea, with _ op present at site to Inspew.t. check C. Submit prior to final Application for Payment. B. Set loose Items on cleaned belaring surfaces using wedges or and approve equipment or system Installation prior to D. For items of Work delayed beyond date of not allow demolished materials to accumulate on-site. other adjustable devices. After the items have been members plumb, true to line. cut, and fitted. PASADEN,4,C start-up, and to -upervise placing equipment or system Substantial Completion. provide updated submittal within 1. Do not bum demolished materials. positioned and lambed tighten the anchor bolts and B. Fit rough carpentry to other construction; scribe and cope i 'J n operation. 15 da after acceptance. listin date of acceptance oa 2. Dispose of demolished materials at designated oil p P g pack space with grout, as required for accurate fit. Correlate location of 9t cG� H. Submit a written report In accordance with start of warranty period. 9 eP areas on Landlords's property. 1. Use nonahrink. metallic Grout to concealed locations furring. natlero, blocking, grounds, and similar supports dF pit Section 01400 that equipment or system has been 3. Transport demolished materials off Landlords's property and to allow attachment of other construction. 1,9 SPARE PARTS AND MAINTENANCE MATERIALS where not exposed to moisture; use nonshrink C. Securely attach rough carpentry work to substrate by Sheet Title properly Installed and Is functioning correctly. A. Provide products, spare parts, maintenance and legally dispose of than. P . 1.4 DEMONSTRATION AND INSTRUCTIONS extra materials n quantities specified In Individual U. Sweep the building broom clean on completion of selective nonmetallic grout in exposed locations, unless q eq otherwise indicated. anchoring and fastening as Indicated. complying with the Specification A. Demonstrate operation and maintenance of specification Sections. demolition operation. C. Anchor bollards in concrete with pipe sleeves reset Into following: Products to Owners personnel one week prior to date of B. Deliver to Project site; obtain receipt prior to final END OF SECTION 02070 P 1. CABO NER-272 for power-driven staples. P-nails. and Substantial Completion, concrete. Fill space between bollard and sleeve solidly allied fasteners. 8. For equipment or systems requiring seasonal payment' with nonshrink. nonmetallic rout. 2.0 PART 2 PRODUCTS SECTION 05500 - METAL FARRICAmO S 9 1. Fill bollards solidly with concrete, mounding top 2• Published requirements of metol framing anchor within . perform demonstration for other season A. Not used. 1.1 GENERAL surface. manufacturer. " within six months. 3.0 PART 3 EXECUTION A. Submittals: In addition to product data. submit the D. Touch u shop 3. Recommended Naliingl Schedule of referenced framing C. Utilize q�erottor► and maintenance rr+unuds as following: P op paint after erection. Clean field welds. standard and with AF-PA's "Notional Design basis for instruction. Review contents of manual with A. Not used. bolted connections, and abraded areas and paint with some stand Specifications for Wood 's 'National Owners' pervonnol In dotal to explain dl aspects of 1. Shop drawings detailing fabrication and erection, material as used for shop painting. " " operation and maintenance. SECTION 02070 - SELECTIVE L'FMOUTION including templates for anchor bolt placement. 4. Table 23-1-0--Nalling Schedule of the Uniform 2. Samples materials and finishes as may be requested b E. For galvanized surfaces. clean welds. belted connections, Building Coda. D. Demonstrate start-up. operation. control, 1'1 GENERAL Y eq Y and abraded areas, and apply galvanizing repair point. A. Definitions: As follows: Architect. END OF SECTION 05500 5. Table 2305.2--Fastening Schedule" of the BOCA National adjustment. trouble-shooting, servicing. maintenance, and shutdown of each Item of equipment at ogreod-upon 1. Remove. Remove and legally dispose of items except 1.2 PRODUCTS Building Cods. times. at equipment location, those Indicated to be reinstalled. salvaged. or to A. Gerd: Provide materials selected for their surface SECTION 06100 - $OUGti CARPENTRY 6. "Table 1705.1--Fastening Schedule." of the Standard Drown By: Chocked By: remain the Landlords property. flatness, smoothness. and f eedom from surface blemishes. 1,1 GENERAL Building Code. BC Ro E. Prepare and insert oddltiond data in B. Steel and Iron: As follows: e I3perotlons and maintenance manuals when need for 2. Remove and Salvage: Items Indicated to be removed and A. Submittals: Submit the following: > ►>daitbnd iota Decomoe apparent during Instruction. salvaged remain the Landlords property. Remove, clean, 1. Plates, Shapes. and Bars: ASTM A 38 A 36M. D. Use hot-dip galvanized or staMless-sterol Hole where rough Scale: fit• ,( C4 1 / 1. Product Data for engineered wood products, ca n round contact As Noted 6-12-00 :5 1.5 TESTING. ADJUSTING, AND BALANCING and pock or crate Items to protect against dam 2. Rolled Floor Plates. ASTM A 786/A 786M. clerics is exposed to weather. g or n �' 3. Cold-Formed Tubing- underloyment. Insulating sheathing. oir-infiltration area of ht relative humidity.A. Contractor who appoint. empty. and far Identify contents of containers and deliver to Owner's 9: ASTM A 500. 9h Y• pro)• No.: 9 E. Countersink nail hoods one exposed c PoY barriers. metol framing anchors, and construction services of an independent firm to perform testing. designated storage area. 4. Hot-Formed Tubing: ASTM A 501, xp carpentry work and fill 100 0006.10 odWkq and balanchg. 3. Remove and Reinstall: Remove Items indicated! dean. 5. Pipe•. ASTM A 53. standard weight (schedule 40), unless adhesives' " holes with wood filler. a B. the Independent Arm who perform eervk+es serviee. and otherwlee prepare them for reuses. store otherwise Indicated. Block finish. unless otherwise 2. Material certificates for dimenrfon lumber specified to F. Framing Standard: Comply with AFPA s Manual for Wood 110' specified in Mechanical sections. and protect against damage. Reinstall items in Indicated. Frame Construction. unless otherwise Indicated. Sheet: 11 locotions indicated S. Gray-Iron Castings: ASTM A 48, Clots 30. Q 2 1 44 .�. 1 . !8 [f .... 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'Omre"I p11 10 I I 12 13 14 : 18 17 IA IO e'O 21 22 23 24 �� 28 Z7 2e 2ti 30 4-'.e ''I . j 0 ".CD I ! �IT +��,I tlilt I \ V I.— �� 11 1111.11111111, '" . !WMI41111 ,i '. 11IRMIN11- . , Fqpr" -, .. ,--, ,- I "Ik -.----- ,--. -,r,-rlli-llllli-k-lllilill-ijillill, W1, 2 , ;1 _ . 11 t_._.....' --,----,--�--l-,----"Okl..N..qm..,.",Nwl"""Itll-t'I I Al I: I,:' ., 1. 1 " 11 . I __ - ____ _.______ __. __ ________ _____ __________ . I I- - - __ -1 . 1._____ ... _ . ___.,__. .---_-- - ------.-.-I- - ___,_______ _ ________ ---. I- - . ___.__ _____ _____,__.___ ., - - - __ __ _ - ____ ___ I _11________ _ - .---.---- - -..-- 1. w. ; * ie� .. _ -, -ow I" I- n, 11 I ,�I t t ,a .i 4: i �� P9 Revisions: G. Air-Infiltration Banter: Cover sheathing with air- 1, ,appy rough-farmed finish, defined in ACI 301, to concrete surfaces indicated or not scrim kroft, foil-scrim, or foil-scrim-polyethylene vapor- 1.3 EXECUTION Infiltration barrier to comply with manufacturer's written expand to public view. Instructions. 2. Apply smooth-formed finish, defined in ACI 301. to concrete surfaces indicated and retarder membrane on 1 face. A. General: Comply with joint sealant manufacturer's 1. Apply oir-infiltrotion barrier to cover upstanding exposed to public view or to be covered with a coating or covering material applied directly 1• Mineral-Fiber Type: Fibers manufactured from glass. Instructions applicable to products and applications flashing with 4-inch (100-mm) overlap, to concrete, such as waterproofing, dampproofing, veneer plaster, or pointing. E. Polyethylene Vapor Retarder: ASTM D 4397, 6 mils (0.15 mm) indicated. r END OF SECTION 06100 thick, with maximum permeance rating of 0.13 parm (7.5 B. Sealant Installation Standard: Comply with ASTM C 1193. a. Do not appy rubbed finish to smooth-formed finish, ng/Po x s x sq. m). C. Acoustical Sealant Application Standard: Comply with 3, Apply finish to smooth-formed finished concrete .uifaces Indicated or F. Adhesive for Bonding Insulation: Product with demonstrated ASTM C 919 for use of joint sealants in acoustical expoeec� to public view. cu0 + capability to bond insulation securely to substrates applications. SECTION 03300 - CAST-IN-PLACE CONCRETE indicated without damaging insulation and substrates. END OF SECTION 07901 J. Finishing Floors and Slabs: Comply with recommendati me in ACI 302.1R for screeding, 1.3 EXECUTION reetraigMening, and finishing operations for concrete surfaces. A. Installation, General: Comply with insulation SECTION 08211 - FLUSH WOOD 1.1 GENERAL manufacturer's written instructions appl!coble to products DOORS 1. Trowel Finish. Appy a .rowel finish to surfaces indicated and to surfaces expr» 1,1 GENERAL ed to and application indicated. A. Submittals: In addition to product data, submit the A. Submittcis: In addition to Product Data, submit design mixes and the view or to be covered with resilient flooring, carpet, ceramic or quarry tile set aver a 1, Install Insulation that Is undamaged, dry, unsoiled, cleavage membrane, point, or another thin film-finish coat( and hos not been exposed at any time to Ice and snow, following: following for each concrete mix: ng system. 1. Shop drowinys Indicating location and size of each a. After applying float finish, appy first trowel finish and consolidate concrete oy hand or 2• Extend insulation in thickness indicated to envelop 1, Shop Drawings detailing fabrication, bending, and placement. power-drawn trowel. Continue troweling passes and restrolghten until surface is fres of entire area to be insulated. Cut and fit tightly door, elevation of each kind of door, details of 2. Material certificates signed by product manufacturers certifying that product trowel marts and uniform in texture and o � construction, location and extent of hardware complies with requirements. Y g P (hot would telegraph through applied coatingpa appearance. rrofloor � � 'r1OCJth any surface defects around and fill voids with insulation. blocking, and other pertinent data. F• E ►W projections that Interfere with placement. .r 3. Apply single layer of Insulation to produce thickness 2• Samples of actual materials in small sections for each Q b. Finish and moaners surface so gap at any point between concrete surface and an ndicated unless multiple layers are otherwise shown face material and finish. Q B. Quality Assurance: Comply with ACI 301, "Specification for Structural resting on two high spots and placed B. Ouality Standard: Comp( with the following standard: • unleveled freestanding 10-loaf- long straightedge. Concrete, and ACI 117, Specifications for Tolerances for Concrete Construction anywhere on the surface, does not exceed the following, required to make up total thickness. 1, NWWUA Quality Standard: I.S.1-A, "Architectural �U and Materials." B. Install board insulation on concrete substrates by u) y, 1) 1/4 inch (6.4 mm), adhesively attached, spindle-type Insulation anchors. 2. AIM Oualit Standard: "Ao W Installer Qualifications: An experienced installer who has completed concrete C. Extend vapor retarder to extremities of areas to be 'Architectural Woodwork Qualit Y iW V o Work similar in material, design, and extent to that indicated for this Project and 4. Trowel and Fine-Broom Finish: Apply a partial trowel finish, oto Standards of the Architectural Woodwork Institute. Q N f Aping otter second protected from vapor transmission, Secure in place with 3. WIC Quallty Standard: Manual of Millwork" of the whose work has resulted in construction with a record of successful in-service troweling, to surfaces indicated and to surfaces where ceromc or quarry the is to be adhesives or other anchorage system, g 12 Co performance. Installed by either thickset or thin-set method. Immediately after second trowelin and Woodwork Institute of California, $ Q 9• D. Protect instoller� insulation and vapor retarders from y 2. Manufacturer Quolificatians: A firm experienced in manufacturing �^ concrete is still plastic. slightly scarify surface with a fine broom. 1.2 PRODUCTS 5. Broom Finish: Appy a broom finish to exterior concrete, broom( with ober-bristle damage due to harmful weather exposures, physical abuse, ready-mixed concrete products complying with ASTM94 requirements for broom perpendicular to main traffic routs, to . st latformsand other causes. A. Manufacturers: Subject to compliance with requirements, production facilities and equipment. as indicated. p ops. and romps, and elsewhere END OF SECTION 07210 provide doors by one of the following: 1. Algoma Hardwoods Inc. a 1.2 PRODUCTS K. Concrete Protection and Curing Protect concrete from excessFve cold or hot SECTION 07901 - JOINT SEALANTS 2. Fenestra Corporation, - temperatures. Comply with ACI 306,1 for cold-weather protection and with 1.1 GENERAL 3. Mohawk Flush Doors, Inc. A. Steel Reinforcement: As follows: recommendations In ACI 305R for hot-weather protection during curing. A. Preconstruction Joint Sealant-Substrate Tests: Submit 4• Weyerhouser Co. 1. Apply evaporation retarder to unformed concrete surfaces if hot, d or wind substrate materials representative of actual joint surfaces B. Interior Solid Core Doors for Opaque Finish: As follows: W 1. Reinforcing Bors: ASTM615, Grode60 for #4's or above. Grade 40 for 3's dry. y 1. Faces: Medium-density overlay over standard thickness IIIIJ or below, deformed, � conditions cause excessive moisture loss, to joint sealant manufacturer for laboratory testing of Y Y Z. Begin curing after finishing concrete but not before free water has disappeared from joint sealants for adhesion to primed and unprimed hardwood face veneers. concrete surface. substrates and for compatibility with joint substrates and 2• Grade: Premium. lion i� C B. Concrete Materials: As follows: 3. Cure formed and unformed concrete for at least sewn days by moisture curing, other joint-related materials. 3. Construction: 7 plies. = 0 moisture-retaining-cover curing, or curing compound. B. Submittals: In addition to product data submit the 4, Core: Glued-block core. Ur CY) 1. Portland Cement: ASTM C 150. Type 11. 4. Cure and seal floors and slabs with a curing and sealing compound according to following: 5. Bonding: Stiles and rails bonded to core, then entire 2. Aggregate: ASTM C 33, uniformly' graded, from a single source. manufacturer*9 written instructions, unit abrasive planed before veneering. O r >_ 1 Se uired,amples of each type and color of joint sealant C. Fabricate flush wood doors to comply with following requirements. a 3. Water: ASTM C 94. L. Defective Concrete: Repair and patch defective oras when approved by Architect, q 1. In sizes Indicated for -site fitting. V 4, Water-Reducing Admixture: ASTM C 494, Type A. Remove and re 2. Certified test reports for joint sealants evidencin jab place concrete that cannot be repaired and patched to Architect's approval. compliance with requirements. g D. Shop prime exposed portions of doors for paint finish with C. Related Materials: As follows: 1.2 PRODUCTS one coat' of wood primer specified in Division 9 Section ce 5c) END OF SECTION 03300 A. Compatibility: Provide joint sealants, joint fillers, and "Painting." 1. Flexible Waterstops: Rubber, CE CRD-C 513, or PVC. CE CRD-C 572. other related materials that are compatible with one 1.3 EXECUTION W < 2. Self-Expanding Strip Waterstops*, Rectangular or trapezoidal strip, sodium A. Install wood doors to comply with manufacturer's another and with joint substrates under service and . Y bentonite or other hydrophylic material. application conditiInstructions and referenced quality standard and as ons, as demonstrated by testing and 3. Vapor Retarder: ASTM E 1745, Class B, not less than 7.8 mils thick; indicated. � Q field expel pence. B. Align and fit doors in frames with uniform clearances and (n or polyethylene sheet, ASTM D 4397, not leas than 10 mils thick, B. Colors: Provide color indicated of exposed joint sealants 4. Joint-Eller Strips: ASTM D 1751, asphalt-saturated cellulosic fiber, or ASTM D 1752, cork or self-expanding cork. or. if not otherwise indicated. as selected by Architect bevels. Machine doors for hardware. Seal cut surfaces from manufacturer's standard colors. after tatting and machining. 5. Bonding Agent: ASTM C 1059. Type 11, non-redispersible. acrylic emulsion or styrene butadiene. C. Elostomeric Sealant Standard: Provide manufacturer's ECTION 08330SOILING RECEIVING DOOR 6. Epoxy-Bonding Adhesive: ASTM C 881. two-component epoxy resin, of standard chemically curing, elostomeric sealant of base class and grade to suit requirements. polymer indicated complying with ASTM C 920 requirements. .0 GENERAL 1. One-Part, Nonsa Polysulflde Sealant: Type S; Grade 1 1 Summary D. Curing Materials: As follows: NS; Class 12-1/2; Uses T. M, G. A. and 0. A. All Rolling Service Doors shall be as manufactured by The Coo son 2. One-Part, Mildew-Re«istant Silicone Sealant: Type S; Co pony, Phoenix, Arizona. Furnished materials shall include all 1. Absorptive Cover: AASfM182, Closs2. burlap cloth made from jute or kenof. Grade NS; Class 25; Uses NT, G, A, and 0; formulated cu ins, bottom bars, g interior joints and ny spacial features. brackets, hoods, operating meth isms with fungicide; intended for sealing weighing approximately 9 OZ./3q. yd. dry. B. W not to be included b The Cookson Com 2. Moisture-Retaining Cover: ASTW C 171. polyethylene film or white with nonporous substrates exposed to high humidity and y pony include design burlap-polyethylene sheet temperature extremes. of. m erial for, and preparation of door openings but not Ii ited to 3. Clear, Woterbone, Membrane-Forming Curing Compound: ASTM C 309. D. Butyl Sealant: Manufacturer's standard one-part, nonsag. structu I or miscolloneous iron work, access panels, finish inting. solvent-releose-cerin electrica wiring, conduit and disconnect switches. Type 1, Class B. g, polymerized butyl sealant complying 9 E. Concrete Mixes: Prepare design mixes, proportioned according to ACI 211.1 with ASTM C 1085 and formulated with minimum of 75 percent 1.2 Oua1r Assurance i t Exero rolling service doors shall be designed to with and at least and ACI 301, with the following properties: solids to be nonstaining. pointoble, and have a tack-free A. � time of 24 hours or less. a twenty 0) pounds per square foot windload, Endlock /windlocks 1. i:ompressive Strength (28 Days): 3000 psi. SECTION 07210 - BUILDING INSIII ATiON E. Acrylic-Emulsion Sealant: One-part, nonsag, mildew- shall be ins olled on every slat for doors over 101 wi e. 2. Slump: 4 inches, 1.1 GENERAL resistant, paintable, acrylic-emulsion sealant complying B. All rolling service doors shall he designed to a stun and maxi-mum $ 3. Air Content: 4.5 to 7.0 percent. A. Submittals: ProdL.:t Data for each type of insulation with ASTM C 834, of 25 cycles or day and an overall maximum of 50, 00 operating product F. Silicone-Emulsion Sealant: Product complying with cycles for the life of the door, p specified F. Ready-MixedASTM C 834 and. except for weight loss measured per Conc+ete: Measure. batch, mix, and deliver concrete according B. Fire-fest-Response Characteristics: Provide insulation and 2.0 PRODUCTS to ASTM94. and furnish botch ticket information, related materials with the fire-test-response ASTM C 792. with ASTM C 920, that accommodates joint 2.1 Materials 1.3 EXECUTION characteristics indicated as determined by testing movement of not more than 25 percent in both extension and identical products per ASTM E 84, ASTM E 119. or ASTM E 136 compression for o total of 50 percent. A. The door curio shall be constructed of inter nnected strip aluminum slats. Th proper thickness of alumina by UL or another testing and inspecting agency acceptable shall be chosen as follows: A. Design, construct, erect, shore, brace. and maintain formwork, according to to authorities having jurisdiction. Identify materials _e f A .040 No. 5 (m aurin 2-1 4" high b 8" dee flat ACI-301, to support vertical, lateral. static. and dynamic loads. and construction with appropriate markings of applicable testing and g / 9 y t;) loads #Esti nr.;yi't be applied, until concrete structure can support such loads. roll-formed slat as ignoted by The Cookso Company if the door • PP Inspecting agency, width is under or incl Ing 21"2". •C B. Place and secure anchorage dev'Pes and other embedded items required for 1.2 PRODUCTS 2. t .is de 4 mea ran 1*2 4" hi V { g / high b 3/4 deep) flat adjoining work that is attached to or supported b cost-in- lace concrete. Use A. General: Provide insulating materials ;hot comply with . g Y P P Y rollformed slat as desig ted by The Cooks n Company if the door Setting Drawings, templates. diagrams. instructions, and directions furnished with requirements and with referenced standards. mepsid law megIlAg ;a& width is over 21'2", p items to be embedded. 1. Preformed Units: Sizes to fit applications indicated; B. The finish on the door curtain shall [mill] [204-R1 clear i selected from manufacturer's standard thicknesses, ' C. Leave formwork. for beam soffits, joists, slots, and other structural elements, widths, and lengths. I Tape Sealant: Solvent-free. butyl-bored tape sealant with anodized] [bronze anodized finish. that supports weight of concrete in place until concrete has achieved 28-day B. Polylsocyanurate Board Insulation: Rigid. cellular a solids content of 100 percent formulated to be C. The bottom bar shall co ist of two 3/16" aluminum angles design compressive strength, polylsocyanurate thermal Insulation faced on both sides nonstaining, point,7hle, and nonmigrating in contact with mechanically joined together ith a 1" diameter vinyl covered foam with aluminum foil to comply with requirements Indicated nonporous surfaces with or without reinforcement thread to edge astrogal continuous alon the b ttom. The finish on the bottom }� D. Comply with recommendations in ACI 347R for design. installation, and below: prevent stretch and packaged on rolls with release paper on bar shall be [mill] [204-R1 cl r a ized] [bronze anodized] finish. M removal of shoring and reshoring, 1. ASTM Standard: ASTM ^ 1289. Type I, Class 1 or 2, one side. D. The guides shall consist of of loam angles bolted together with Rs C. Unfoced Mineral-Fiber Olonket insulation• ASTM C 665, J. Preformed Foam Sealant: Preformed. precompressed, open- 3/8" fasteners to form a chann I or the curtain to travel and shall f E. Vapor Retarder. Place. protect. and repair vapor-retarder sheets according to Type I (blankets without mem`nrane facing) cf type described cell. high-density urethane foam sealant impregnated with a include an extruded vinyl snap-o weatherstripping continuously along •V ASTM1643. below: nondrying, water-repellent agent; in precompressed sizes the exterior leg of the guide. Th all angle portion shall be 1. Mineral-Fiber Type: Fibers manufactured from glass, and in roll or stick form to fit joint widths indicated: continuous and fastened to the uounding structure with minimum F. Steel Reinforcement: Comply with CRSI's "Monval of Standard Practice" for slog wool, or rock wood. permanently elastic, mildew-resistant, nonmigratory. 1/2 fasteners on 36" centers. The inish on the guide angles shall be fabricating, placing. and supporting reinforcement. 2. Mineral-Fiber Type: Fibers manufactured from glass. nonstaining, compatible with joint substrates and other [mill] [204-R1 clear anodized [iron anodized] finish. 3. Mineral-Fiber Type: Fibers manufactured from slag of joint sealants; and as follows: E. The brackets shall be con ructed steel not leas than 1/4' thick I. Do not cut or puncture vapor retarder, Repair damage and reseal vapor rock wool. 1. • Impregnating Agent: Manufacturer'r standard. and shall be bolted to the all angle 'th minimum 1/2" fosteners. retarder before placing concrete. 4. Surface-Buming Characteristics: Maximum flame-spread 2• Density. Manufacturer's standard. The finish on the brackets hall be one (1) coat of aluminum prime Seal \ G. Waterstops: install in construction joints and at other locations indicated. and smoke-developed indices of 25 and 50. respectively. 3. Backing: Pressure-sensitive adhesive factory applied point. to one side, with protective wrapping. F. All gears shall be cost iron with teeth est from machine cut c� according to manufacturer's written instructions. D. Faced Mineral-Fiber Blanket Insulation• ASTM C 665. K. Sealant Backings. General: Nonstaining; compatible with pattens. i'he pinion gee shall not be IAss than a 3 pitch diameter. V RICIi•ARD E.CCLL Type ill. Class A (blankets with reflective vapor-retarder joint substrates. sealants, primers, and other joint The gear ratio shall be designed for a mo urn effort of not more ' H. Concrete Placement: Deposit concrete continuously and avoid segregation, membrane facie and flame fIllers, approved for applications Indicated b sealant 4127 g spread of 25 or less); with toll- Y than 30 pounds. }� Deposit concrete in forms in horizontal layers no deeper than 24 cold joints. testing.inches. avoiding manufacturer based on field experience and laboratory G. The barrel shall steel tubing of not les than 4" in diameter. Oil e tempered torsion sp go shall be capable of prrectly counter 1. Plastic Foam Joint Fillers: Preformed, compressible. balancing the weigh of the curtain. The barrel 4hall be designed to PASADENA,�A 1. Consolidate eancrete with mechanical vibrating equipment. resilient. nornwaxtng, nonextrudlnq strips of plastic d ,9 a0�; 2. Screed and inklimit the maximum eflection to .03 per foot o opening width. The io!-float concrete floors and slabs using bull floats or derbies foam of material Indicated below. and of size, shape. springs shoal be a jested by moons of on exteri wheel. The !'finish on .G to form a uniform and open-textured surface plane. fres of humps or hollows, and density to control sealant depth and otherwise the bone) shall 1 ��. before excess molsturo or bleedwater appears on the surface. )a not further contribute to producing one (.) coat of bronze rust-i hibiting prime paint. F 0 p g optimum sealant performance, H. The hood sh be fabricated from .040 alumin and shall be Sheet Title disturb slab surfaces before starting finishing operations. a. Open-cell polyurethone foam. formed to fit', t e curvature of the brackets. The h d shall be $ eClfit,atlOn 3. .Imply with ACI 306.1 for cold-weonher concrete placement. b. Closed-cell polyethylene foam. nonobsorbent to corrugated eve 1" aloin the curvature for the n i I p 4, Place canon it according to recommendations in ACI 3058 when liquid water and gas. nonoutgassing to unruptured g g e t length of the hot-weather conditions exist. hood. The ho shall contain a waterproof baffle to ntrol air state. c. Proprietary, reticulated, closed-cell polymeric infiltration. T e finish on the hood shall be [mill] [204 R1 cleardidanodized] [ ouzo anodized finish. �. finish farmed surfaces as follows: foam, nonoutgossing. with a density of 2.5 pcf onr+ ] tensile strength of 35 psi per ASTM D 1623, and 2.2 Operat' n with water absorption lass than 0.02 gram/cubic A. Chain perated doors shall open and close with o ma imum of 30 pounds o er ASTM C 1083. effort utilizing an endless chain and cast iron uction j d. Any centimeter material Indicated above. n. 2. Elastomertc Tubing Joint Fillers: Neoprene. butyl. r3� L Ing Mechanisms EPDM. a silicone tubing complying with ASTM D 1056, The chain door shall be secured by means of a chain I t nonobsorbent to water and gas. and capable of remaining 3.0 ECUTION € resilient at temperatures down to -26 dog F (-32 dog 3.1 nstallatian x :'• C)' A. I Cookoon Rolling Service Doors shall be installed by an ou orized Drawn By: Chocked By- A. 3. Bond-Brooker Tape: Polyethylene tape or other plastic C kaon Distributor. BIC RD tape as recommended by sealant manufacturer for Warranty Scale• Date, preventing bond between sealant and joint filler or NI Cookson Rolti n Service Doan shell be warranted for o rt' of other materials at back of joint. twelve 12 months, from the time of she � As �� 6-12-00 ( ) Anent against detects in L. Primer. As recommended b joint sealant manufacturer where +: y � workmanship and materials. tel• �•� requited for adhesion of sada nt to joint substrates 100,0006,10 3 IndWed. Sheet: 1 f ,' ....Y,.w...-A....wi..Wr.w•....Mr.R...ir.M, .. ",JoN,rw,,, ----- ---..tet- "' a n.+wAYrww.�aa�uws r x.:,d w�w.„. .,.: -,_•.•..n.r CRi 'I''I"0I ' 1I�� '� "l ��', nn�niiii ,1jiil1n1ni'Ini��in�nn�niijiiilI"nii�in1u�ini nli�ini LE6ltu�li ii�llll Illl�lill I �Ini i�ii�nu IIII�IIII iiiI W11 18ILITY STRIP �os �i, to II IIn2 13 14 II8 17 IIB 10 00 21 22 23 24 25 28 27 28 29 3'0 -- e.iee 1 I at1W 1111i 111,1114w"Lo!^Hv r' Yt .t P d *� 7 L t SECTION 07620 - SHEET METAL FLASHING AND TRIM 1.1 GENERAL Revisions: 4. Certified test reports showing systems have been tested and hardware application before shipment 4o the Project. C. Product certificates signed by glazing materials Q s Submittals: Product Data, Shop Drawings. and Samples for each item and comply with requirements. Disassemble only as necessary for shipment and specified. I. Installer Qualifications: installer who has completed installation. manufacturers certifying that their products comply with specified requirements. Q r 1.2 PRODUCTS Installations similar to those required and whose work has 1. Do not drill and tap for surface-mounted hardware items D. Compatibility and adhesion test reports from sealant resulted In a record of successful In-service performance. until time of installation. manufacturer indicating that glazing materials were tested A. Galvanized Steel Sheet: ASTM A 526. G 90, commercial unlit or J. Manufacturers Qualifications: A firm experienced in 2. Preglaze door and frame units to greatest extent for compatibility and adhesion with glazing sealants. ASTM v Sze G 90, lock-forming ASTM quality. hot 0, quality. manufacturing systems similar to those indicated and has a possible. E. Compatibility test r q ty, p galvanized, mill P y sport from insulating glass edge Q phosphntized where indicated for record of successful in-service performonc:a. P. Welding: Comply with AWS recommendations. Grind exposed sealant manufacturer indicating gloss edge sealants were painting; not leas than 0.0396 inch K. Design Criteria: Drawing%; Indicate size, profile, and welds smooth. Restore mechanical finish. thick, unless otherwise indicated. tested for compatiblllty with other glazing materials. t k, unless of Materials and Accessories: As follows: dimensional requirements and are based on specific types 0. Reinforcing: Install reinforcing for hardware and as F. Glazing Publications: Comply with and models Indicated. Aluminum entrance and storefront b necessary for P Y published other manufacturers may be considered Y y Performance requirements, sag resistance and recommendations of lass "FGMA Q 1. Solder: ASTM32, Grade Sn50. Y provided deviations rigidity. g product manufacturers, do not change the design concept. R. Dissirniinr A49tals: Separate dissimilar metals with Glazing Manual," and publications of AAMA, LSGA, and SIGMA2. m Fasteners:being Noncorrosive metol. Match finish of exposed heads with 1.2 Products: os applicable to products Indicated, except where more material being fastened. bituminous point, suitable sealant, nonobsorptite plastic stringent requirements are indicated. 3. Roofing Cement: ASTM4586, Type I, asbestos free, asphalt based. A. Aluminum Members: Alloy and temper recommended; comply or elostomeric tape or P Y g 9 gasket between surfaces. Do not use G. Safety Glass: Products complying with ANSI Z97.1 and 4. Mastic Sealant: Polyisobutylene; nonhardening, nonskinning. nondrying, with ASTM B 221 for extrusions, ASTM B 209 for sheat or coatings containing lend. nonmigrating sealant. plate, and ASTM B 211 for bars, rods, and wire. Kownm_, S. Continuity. Maintain accurate relation of planes and testing requirements of 16 CFR Part 1201 for Category II 1� 5. Eiastorneric Sealant: As specified in Division 7 Section "Jointscrew spline angles, with hairline fit of contacting members. materials. W Sealants." e. Carbon Steel Reinforcement: Comply with ASTM A 36 for T. Fasteners: Conceal fasteners wherever possible. H. Insulating Glass Certification Program: Provide �, E 6. Epoxy Seam Sealer: 2-part, noncorrosive, aluminum seam-cementingstructural shapes, plates and bars. ASTM A 611 for cold- U. Provide finger insulating glass units permanently marked with appropriate g guards of collapsible neoprene or PVC compound. rolled sheet and strip, or ASTM A 570 for hot-roiled sheet gasketing securely anchored into frame at hln e- mb of certlflcotlon label of Inspecting and testing agency � 7. Clips, Straps, Anchoring Devices, and Similar Accessories: Compatible and strip. center-pivoted doors. g indicated below: U)U with material being installed. C. Glazing Materials: Comply with "Glass and Glazing" 1. Insulating Gloss Certification Council (IGCC). t section. V. Finishes: Comply with NAAMM "Metal Finishes Manual" for 2, Associated Laboratories, Inc. (ALI). n C. Fabricate sheet metal flashing and trim to comply with D. Panel Core Material: Rlytd, closed-cell polyurethane recommendations relative to application and designations of 3. Notional Certified Testing Laboratories (iYCTL). W oo recommendations of SMACNA's "Architectural Sheet Metal Manual" that apply insulation. finishes. Finish designations prefixed by "AA" conform to 1.2 PRODUCTS to the design, dimensions. metol. and other characteristics of the item E. Fasteners: Aluminum, nonmagnetic stainless steel, :ins the system established by the Aluminum Association for A. Float Glass: ASTM C 1036, Type I, Class as indicated o N indicated. plated steel, or material warranted to be noncorrosive anddesignating aluminum finishes. below, and Quality q3: it m compatible with aluminum components, hardware, anchors, and W Class I Color Anodized Finish: AA-M12C22A42/A44. Comply 1. Class 1 (clear) unless otherwise indicated. 1. Roofing: 24 ga. galvanized steel. other components. with AAMA 606.1 or AAMA 608.1. 2 Class as Indicated to each Product Data Sheet at the 2. Cornice and Parapet Cap Flashing: 24 ga. galvanized steel. 1. Do not use exposed fasteners except for application of I. Color Clear Anodized end of this Section. 3. Gutters and Downspouts: 24 a. galvanized steel. 1.3 Execution: B. Heat Treated Float Gloss, Fabrication: Fabricate hent- 9 9 hardware. For hardware, use Phillips flat-head machine A. Examine substrates for compliance with requirements, treated float glass by the following method: _ 4. Flashings: 24 go. galvanized steel.. screws that match finish of member or hardware being 5. Drip Edges: 22 go. galvanized steel. fastened. Installation tolerances, and conditions that affect 1. Vertical (tang-held) or horizontal (roller-heorith) 6. Equipment Support Fleshing: 20 ga. galvanized steel. F. Concealed Flashing: 0.0179-inch (26 goge) minimum dead- installation. Correct unsatisfactory conditions before process, at manufacturer's option, except provide 7. Roof-Penetration Flashing: 24 go. galvanized steel. soft stainless steel, or 0.026-inch-thick minimum extruded proceeding. horizontal process where indicated as tongless or free B. Installation: Comply with manufacturer's instructions. of tong marks. W aluminum of alloy and type selected for compatibility with P Y � Q 1.3 EXECUTION other components. Set units plumb. level, and true to line, without warp or C. Heat-Treated Float Glass Prcducts: As follows: G. Brackets and Reinforcements: High-strength aluminum; where rack of framing members. doors. or panels. Install In 1. Uncoated, Clear, Heat-Treated Float Glass: 5 A. Installation: Comply with manufacturer's instructions and SMACNA's proper alignment and relation to established lines and ASTM C 1048, Condition A. Type 1, Class 1, Quality c73, use of aluminum to not feasible ped steel nonmagnetic grades. Provide support kind n3 indicated below: "Architectural Sheet Meta! Manual` allow for thermal expansion; set true to stainless steel or hot-dip galvanized steel complying with g pport and anchor securely in place. � line and level as indicated. Install Work with lops, joints, and seams ASTM A 123, C. Drill and tap frames and doors and apply surface-mounted a. Kind HS where indicated. (� permanently watertight and weatherproof; conceal fasteners where possible. H. Concrete/Masonry Inserts: Cast Iron, malleable iron, or hardware. b. Kind FT where indicated. O = hot-dip galvanized steel complying with ASTM A 123. D. Set sill members In bed of sealant, or with joint fillers D. Sealed Insulating Glass Units: Preassembled units Q 1. Roof--Edge Flashings: Secure metal flashings Gt roof edges according I. Compression Weatherstripping: Replaceable molded neoprene or gaskets. complying with ASTM E 774 and with other requirements () to FM Loss Prevention Data Sheet 1-49 for specified wind zone. E. Refer to "Glass and Glazing" Section for installation of indicated, Including those in Insulating Glass Product '■ gaskets complying with ASTM D 2000 or molded PVC complying gloss and other panels glazed into doors and framing. Data Sheet at the end of this Section. >0 B. Expansion Provisions: Provide for thermal expansion of exposed sheet with ASTM D 2287' F. Adjust hardware to function properly. 1. For properties of individual glass liter making up iii U U meta! Work. Space movement joints at maximum of 10 feet with no J. or ng Weatherstripping:pile Rable wool, polypropylene, G. Clean completed system after installation. Avoid damage to units, refer to requirements specified elsewhere in W < 0) joints allowed within 24 inches of corner or intersection. Where la or avian woven pile g. complying weatherstripping, with nylon fabric or coatings. this Section applicable to glass products comprising (L lopped or aluminum strip backing. complying with AAMA 701.2. liter of tnsulatin la bayonet-type expansion provisions in Work cannot be used or would not K. Hardware: Heavy-duty units required for operation; finish H. Clean gloss after installation. Comply with "Glass and g gloss units. , Y be sufficiently weatherproof and waterproof, form expansion joints of to match door. Glazing Section for cleaning,and maintenance. 2. Provide heat-treated, coated float glass of kind intermeshing hooked flanges, not less than 1 inch deep. filled with mastic END OF SECTION 08410 indicated or, if not otherwise indicated, Kind HS /O/ sealant (concealed within joints). 1. Ball-Bearing Butts: 5-knuckle, 2-bearings, steel ball where recommended by manufacturer to comply with 0 3) C. Soldered Joints: Clean surfaces to be soldered, removing oils and bearing butte sized to comply with ANSI A156.1, Grade system performance requirements specified and Klnd FT ;; foreign matter. Pretin edges of sheet, to be soldered to a width of 1; 2 butts for doors 7 feet 6 laches or less, 3 butts SECTION 08710 - t)OGR HARDWARE where safety glass is quire eat or required. for taller heavier doors. 1.1 GENERAL 1-1/2 inches, except where pretinned surface would show in finished 2. Surface-Mounted Overhead Closers: Modem type with A. Not Used 3. Performance characteristics designated for coated f Work. D. Sealed Joints: Form nonexpansion. but movable. joint' in metol to cover, for hinge side Installation. Comply with insulating glass are nominal values based on ANSI Amanufacturer's published test data for units with Siz � accommodate elostomeric sealant to comply with SMACNA standards. Fill .4, Grade 1. Comply with recommendations for Ittes 6.0 mm (0.23 inch) thick and nominal 1/2-Inch closer size. Include the foilowtng: B. Submit final hardware schedule organized by "hardware joint with sealant and form metal to completely conceal sealant. a. Hold-open arm. sets," to indtcatt specifically the product to be furnished dehydrated space between lites. unless otherwise E. Seams: Fabricate nonmoving seams in sheet metal with flat-lock for each item re indicated. seams. Tin edges to be searned, form seams, and solder. b. Delayed-action closing. required on each door. 4. U-values are expressed as Btu/hour x sq. ft. x deg ('. F. Separatte;�s: Separate noncompatible metals or corrosive substrates 3. Door Stop: Floor or wall mounted, as appropriate, with 1. Furnish templates to each fabricator of doors and E. El. stylc s are press ts: Products complying with ' with a coating of asphalt mastic or other permanent separation as integral rubber bumper; comply with ANSI A153.16, Grade frames as required for hardware preparation. C. For fire-rated openings provide hardware tested and listed ASTM C 920 requirements indicated on each Elastomeric recommended by manufacturer. 1• G. Counterflashings: Coordinate installation with installation of assemblies 4. Cylinders are supplied under another Division 8 by UL or FM (NEPA Standard 80). On panic exit devices Glazing Sealant Product Data Sheet at the end of thisSection, in colors indicated, compatible with other to be protected by counterflashing. Install counterflashings in reglets or Section. provide UL or FM label lndiciting "Fire Exit Hardware." ' receivers. Hardware Allowance: See Olv(slon 1 for amount and materials they will contact. . Secure in a waterproof manner by means of snap-in 5. Thumb-Turns: In91de thumb-turn cylinders of cast 1. Additional Movement Capability. Provide redacts, installation and sealant, lead wedges and sealant, interlocking folded seam, aluminum alloy. procedures for purchase and payment (overrun or underrrrn). P Y P 6, Deadlocks: Mortised maximum security deadlock, with The costs of handling and installation are not covered by when seated per ASTM C 719, with the capability to or m rivets and sealant. Lap counterflashing joints a minimum of 2 when stn;! the s w and bed with sealant. minimum 1-inch-long pivoted bolt and stainless steel the allowance. specified percen.age change in the joint ; H. Roof-Drainage1.2 PRODUCTS width existing at time of installation and remain in System: Coordinate installation with reefing installation, strike box; comply with ANSI A156.5, Grade 1, compliance with other requirements of ASTM C 920 for Coordinate flashing and sheet metal items for steep-,iiroofs with 7. Deadlatches: Mortise-types deadlatch with stainless A. Number Designations: Numbers Indicating hardware Items are S roofing installation. steel strike box; comply with ANSI A156.5, Grade 1. ANSI/BHMA standard number designations. uses indicated. I. Equipment Su 8. Lever Handles: Cast aluminum aIle inside units. N requirements, F, Back-Bedding Mastic Glazing Tape: Preformed, butyl-based Support Flashing: Coordinate installation with soling and y B. Manufacturers: Subject to compliance with re yI equipment installation. Weld or seal flashing to equipment support 9. not used provide products by manufacturers for various products elostomeric tape, with or without spacer rod as member. listed below. Except as otherwise indicated, products of recommended by tape and glass manufacturers for J. Roof-Penetration Flashing: Coordinate installation with roofing and 10. Push-Pull Plates: Aluminum push-pull plates of style equivelentquality, design and function by other listed application Indicated. and complying with AAMA 800 for installation of items penetrating roof. manufacturer may be used. subject to approval of the architect. products Indicated below: Indicated. 11, Thresholds: Extruded aluminum 1n mill G. Expanded Cellular Glazing Tape: Closed-cell, polyvinyl l finish, with . Botta and Hinges: Sommer, Cal Royal, Hager. McKinney, END OF SECTION 07620 anchors and dips, coordinated with pivots and floor- H. Sass, Stanley. chloride foam tape, factory cooled with adhesive on both surfaces, and complying with AAMA 800 for product 810.5. SECTION 08410 - ALUMINUM ENHANCES AND STOREFROMTS WHERE APPIIL� r concealed closers. 2. Key Castrol System: Key Control Systems, Telkee. H. Dense Compression Gaskets: Molded or extruded. gaskets of 1.1 General: �" 12. Silencers: At locations without weatherstripping, Verify with Owner. material indicated below, complying with standards A. System Performance Regtdrements: Comply with structural provide neoprene silencers on sto s to 3. Cylinders and Locks: Arrow, Best, Corbin do Russwln, referenced with name V P prevent metal-to- me of elastomer indicated below, and of performance, air infiltration. and water penetration metal contact. Falcon, Sargent, Schloge, Yale. profile and hardness required to maintain watertight seal: requirements Indicated, as demonstrated by testing stock L Framing System: Fabricate from extruded aluminum members 4. Not Used I. Neoprene, ASTM C 864. assemblies according to test methods indicated. of size and profile indicated. include reinforcing. 5. Not Used 2. EPDM, ASTM C 864. �,.. B. Thermal Movement: Provide for expansion and contraction Provide for flush glazing from the exterior withut 6. Door Control Devices: Baldwin, Brookline, Builders 3. Silicone, ASTM C 1115. resulting from an ambient temperature range of 180 deg F projecting Stops. Sh Bross, Corbin do Russwln, 4. Thermoplastic 4 P � g p op-fabricate and preassemble. Provide Glynn-Johnson", Hager, Ives, p polyolefin rubber, ASTM C 1115. (100 deg C) without buckling. joint seal failure, undue frame sections without exposed seams. Quality, Triangle Brass. 5. Any material indicated above. 0 stress on structural elements. damaging loads on fasteners, S. Infill Panels: Flush-lominoted panels of thickness 7, Door Trim Units: Baldwin, Brookline, I. Soft Compression Gaskets. Extruded or molded closed-cell, P Builders Brass. reduction of performance. or stress on glass. Doors shall indicated, with core material laminated with waterproof Hager, Ives. Triangle Bross. Integral-skinned 9 e9 gaskets of material Indicated below. � function normally over specified range. glue between two sheets of olumirum. 8. Kick. Mop, and Armor Plates: Baldwin. Brookline. complying with ASTM C 509, Type II, block, and of profile LMLM 1. Wind Loads: Provide assemblies capable of withstanding M. Stile-and-Roil Type Entrance Doors: Provide tubular frame Corbin do Russwin. Hager. Hiawatha. Ives Triangle Brass. and hardness required to maintain watertight seal: pressures of 20 psf inward and outward. acting normal members, fabricated with mechanical joints using heavy 9. Door Stripping and Seals: Hager. National Guard. 1. Neoprene. to pion@ of the wall. Inserted reinforcing plates and concealed tie-rods or j- Pemko, Reese, Seoleze, Ultra, Zero. 2. EPDM. • C. Structural Performance: fest in accordance with bolts. 10. Thresholds: Hager, Notional Guard, Pemko, Reese. 3. Silicone. ASTM E 330. There shall be no glass breakage or permanent 1. Glazing: Fabricate to facilitate replacement of glass Sealeze. Zero. 4. Thermoplastic polyolefir, rubber. damage to fasteners. anchors. hardware or actuating or panels, without disassembly. Provide snop-on C. Finish and base material designations are indicated in 5, Any material indicated above. mechanism or permanent deformation of framing members in extruded aluminum glazing stops with exterior stops accordance with ANSI BHMA A156.18 or the nearest J. Miscellaneous Glazing Materials: Products of material, excess of 0.2 percent of their dear span. anchored for nonremoval. trodAlonol U.S. commercial finish. size, and shape complying with referenced glazing 1. Deflection Normal to the Pions of the Wall: Test 2. Design: Provide 1-3/4-inch-thick doors of design standard, requirements of manufacturers of glass and other Heol 9 1. Where base material and quality of finish are not glazing materiala involved for glazing application pressure shall be wind land specified. Deflection Indicated. otherwise indicated. provide at least the commercially �� dicated, and with a proven record of compatibility with � U ARC, shall not exceed 1/175 of clear span. when subjected to a. Medium stile (3-1/2-Inch nominal width). accepted minimum Inf� uniform load deflection test. N. Fabrication: Fabricate components to designs, sizes and surfaces contacted In InWollotion. 2. Deflection Parallel to the Plane of the Wall: Test thicknesses indicated and comply with indicated standards. K. Fabricate glass and other glazing products in sizesV RICHARD E.DELL �n shall be 1.5 times wind pressure. Deflection Sizes and profiles are indicated on the drawings. required to glaze openings indicated for Project, with 4r 4127 J. o:' members carrying full dead load shall not exceed 1, Thermal-Break Construction: Fabricate framing with an SECTION 08800 - s A IN edge and face clearances, edge anal surface conditions, and s amount that will reduce glass bite below 75 percent of integrally concealed. low conductance thermal barrier, 1,1 GENERAL bite complying with recommendations of product design dimension or edge clearance between member and between exterior materials and interior members to A. System Performance Requirements: Provide glazing systems manufacturer and referenced glazing publicationa cs rPA;SADENA,,C�A1 .fixed gloss or other fixed member above to leas than eliminate direct metol-to-metol contact. capable of withstanding normal thermal movement. wind required to comply with system performance requirements. 1/8 Inch. Clearance between the member and operable 0. Prefabrication: Complete fabrication, assembly. finishing loading, and impact locding, without failure including 1. Clean cut or flat grind vertical edges of butt-glazeddoor or window shall be at least 1/16 inch. loss or gloss breakage attributable to: def@^tive monolithic lites in a manner that produces squareD. Air Infiitrntion: hot more than 0.06 CFM per sq. ft. of manufacture. fabrication, and installation• deterioration [ F 0 edges with slight keds of junctions with indoor and fixed area (excluding operable door edges) when tested in of glazing materials; and other defects In construction. outdoor faces. Sheet Title accordance with ASTM E 283 of Inward test pressure 1. Glass Design: Provide glass Ilten in the thicknesses 1.3 EXECUTION Specification of 1.57 psf. and strengths (annealed or heat-treated) to meet or A. Comply w!th combined recommendations of manufacturers of E. Water Penetration: No uncontrolled water penetration exceed the following criteria based on analysts of gloss, sealants. gaskets. and other glazing materials. (excluding operable door edges) when tested In accordance Project loads and in-service conditions: except where more stringent requirements are indicated, with ASTM E 331 at on inward test pressure differential of a. Minimum glass thickness. nominally, of liter in Including those in "FGMA Glazing Manual." 6.24 lbf per sq. ft. exterior walls Is 6.0 mm (0.23 inch). B. Protect glass from edge damage during handling and F. Condensation Resistance: Provide units showing b. Minimum glass thicknesses of Iites composed of Installation. condensation resistance factor (CRF) of not less than 45 annealed or heat-treated gloss ore selected so the C. Do not exceed edge pressures stipulated by gloss when tsstsd in accordance with AAMA 1503. worst-case probobllty of failure does not exceed manufacturers for installing glass lites. G. Thermal TronsmiZtance: Irovide U-value of not more than the following: D. Set glaa; 111163 In each series with uniform pattern. draw, 0.65 BTU/(hr x sq. ft. x deg F) of 15-mph exterior wind 1) 8 lites per 1000 for lites set vert!eolly or bow. and similar characteristics. velocity when tested in accordance with AAMA 1503. not over 15 degrees off vertical and under E. Protect glass from contact with contaminating substances H. Submittals: Submit the following: wind action. resulting from construction operatlone including weld 1, rroduct Data: Include fabrication methods. data an B. Not Used splatter. Drown By: Checked F. Remove and replace ass that (s broken. chipped. cracked By: finishing. hardware and accessories and surface � PP � � � maintenance recommendations. abraded, or damaged In any way. Including natural causes. 2. Shop Drawings: Include layout. installotlon detols, accidents and vandalism, during construction period. Scale: Dote: 1/4-Inch scale elevations, dotal sections of ^omposlte T G. Wash gloss on both faces in each area of Project not more As Noted 6-12-00 <H members. anchors one reinforcement. hardware mounting tho!r 4 days prior to date scheduled for Inspections that -- S#4 heights and establish date of Substantial Completion. Wash glass as 100 pped 10 iqh glazing details. Prof. No.: 3. Hardware schedule organized into sets. Include item recommended by glass manufacturer. h and manufacturer's name and designation of each item rsquksd. M InSheetU us.Ww.+"'�«'n'�IWN�• •:y:...Har.�.•iwMMl.��«..« -.,. awwLos's..wpM.nYll+.•:ea..ar^^•+y�+,.. .-.••+«.�.r.«+r.�Mr, _ .._ iW►ir,wwrt,.•« .. >Lz..�i .....w,: ...cavo..au,...:.t.... CM , nn�lnilnu�ilnlnli�nrlini�nulun�inilnu�nlllllli�i► ltInu om LEGIBILITY STRIP -- im0.le� d► A - - - r0 1 1 12 13 14 16 17 IA 19 20 21 22 23 214 215 28 217 218 210 30 1 44 L lei, A CD l ' , A" i. Yom,......,....._......n«..«•rr....a....++.. iv. is .. a` r r i 1 .r• -.mss 13. Acoustical Tile Base: Where Revisions: SECTION 09255 - (:�(�'StIM BOARD ASSEMBLES 6. Z-Furring Members: Manufacturer's standard Z-ahoped 1,3 EXECUTION gypsum panels farm the 1.1 GENERAL furring members with slotted or nonslotted web, A. Install steel framing to comply with ASTM C 754 and with base foi adhesively applied acoustical tile, install Q A. Sound Transmission Characteristics: For gypsum board fabricated from steel sheet complying with ASTM A 653 ASTM C 840 requirements that apply to framing installation. gypsum wallboard panels with tapered edges taped and assemblies with STC ratings, provide materials and (ASTM A 653M) or ASTM A 568 (ASTM A 568M): with a 1. Install supplementary framing, blocking, and bracing at finished to produce a flat surface. Q construction Identical to those of assemblies whose STC minimum base metal (uncoated) thickness of 0.0179 Inch terminations In gypsum board assemblies to support 14. Single-toyer Fastening Methods: Apply gypsum panels to r ratings were determined according to ASTM E 90 and 0.45 mm), face flange of 1-1/4 inch (31.8 mm). wall-- fixtures, equipment services, heavy trim, grab bars, supports as follows: classified Fasten with screws Independent according to ASTM E 413 by a qualified attachment flange of 7/8 inch (22.2 mm), and of depth toilet accessories, furnishings, or similar Independent testing agency. required to fit insulation thickness indicated. construction. b. Fasten to wood supports with single nailing. B. Fire-Test-Response Chcracterlstics: Where fire-resistance- D. Fasteners for Metal Framing: Type, material, size, 2. Isolate steel framing from building structure at c. Fasten to wood supports with double nailing. L`► rated gypsum board assemblies are indicated, provide sum corrosion resistance, holding ower, and other r d. Fasten to wood supports wlth adhesive and gyp g p properties iocatlons Indicated to prevent transfer of loading � board assemblies !hot are identical to assemblies tested required to fasten steei framing and furring members Imposed by structural movement. supplementary nails or screws. L� for fire resistance according to ASTM E 119 by an securely to substrates involved; complying with the a. Where buildingstructure abuts ceiling 15. Multilayer Fastening Methods: Apply base layers of recommendations of g perimeter or gypsum panels and fade la t Independent testing and Inspecting agency acceptable to gypsum board manufacturers for penetrates ceiling, layer o base layers as follows: authorities having jurisdiction. applications Indicated. b. Where partition framing and wall furring abut a. Fasten both base layers and face layers separately -- - - 1.2 PRODUCTS E. Gypsum Board Products: Types Indicated In maximum lengths structure, except at floor. to supports with screws. A. Manufacturers: Subject to compliance with requirements. available that will minimize end-to-end butt joints in each 3. Do not bridge building control and expansion joints E. Direct-Ponding to Substrate: Where gypsum panels are f provide products b one of the following: area indicated to receive P P Y g� gypsum board application. with steel framing or furring members. Independently indicated as directly adhered to a substrate other than � 1. Grid Suspension Assemblies: 1. Gypsum Wallboard: ASTM C 36, In thickness indicated. frame both sides of joints with framing or furring studs. joists, furring members, or base layer of gypsum a. Armstrong World Industries, Inc. a. Type: Regular for vertical surfaces, unless members as Indicated. board), comply with gypsum board manufacturer's .Wj b. Chicago Metallic Corp. otherwise indicated. B. Installing Steel Framing for Suspended and Furred Ceilings: recommendations, and temporarily brace or fasten gypsum N E c. USG Interiors, Inc. b. Type: Type X where required for fire-resistance- As follows: panels until fastening adhesive hos set. O d. Worthington Steel Company (formerly National rated assemblies. 1. Sway-brace su*wended steel framing with hangers used F. Exterior Soffits and Ceilings: Apply exterior gypsum O U) M Roiling Mills). c. Type: Sag-resistant type for ceiling surfaces. for support. soffit board panels perpendicular to supports, with end t U 2. Gypsum Board and Related Products: d. Edges: Tapered. 2. Install suspended steel framing components in sizes and joints staggered over supports. Install with 1/4-inch (6.4- 0 �; I o. Domtor Gypsum. e. Proprietary Gypsum Board Products: Subject to at spacings indicated, but not less than that required mm) open space where panels abut other construction or p 0) b. Georgia-Pacific Corp. compliance with requirements, provide one of the by the referenced steel framing installation standard. c. Notlonal Gypsum Co.: Gold Bond Building Products following products where proprietary gypsum 3. Grid Suspension System: Attach perimeter wall track or G. Installing Trim Accessories: For trim accessories with v N Division. wallboard is indicated: angle where grid suspension system meets vertical bock flanges. fasten to frar�iing with the some fasteners O N � d. United States Gypsum Co. 1) Gyprock Fireguard C Gypsum Board; Domtar surfaces. Mechanically join main beam and cross- used to fasten gypsum board. Otherwise, fasten trim I% r_0B. Steel Framing Components for Suspended and Furred Ceilings: Gypsum. furring members to each other and butt-cut to fit into aCces�aories occjor4ing to Foccessor�r manufa,7turer's � O Provide components complying with ASTM C 754 for conditions 2 Firestop Type C. Georgia-Pacific Corp. wall track. sttruc ural pen9 ra Io s. oaten w th corros on-resistant screws. directions for type. length, and spacing of fasteners. indicated. 3� Fire-Shield G; National Gypsum Co.; Gold Bond 4, For exterior soffits, install cross-bracing and 1. Install tions comerbead of external 1. Wire Ties: ASTM A 641 (ASTM A 641M), Class 1 zinc Building Products Division. additional framing to resist wind uplift according to corners. coating, soft temper, 0.062 inch (1.6 mm) thick. 4) SHEETROCK Brand Gypsum Panels, FIRECODE C Core; details on Drawings. 2. Install edge trim where edge of gypsum panels would -- -_ 2. Wire Hangers: ASTM A 641 (ASTM A 641M), Class 1 zinc United States Gypsum Co. C. Installing Steel Framing for Wails and Partitions: Install otherwise be exposed. Provide edge trim type with face coating. soft temper, 0.162-inch 4.1-mm diameter. 5) SHEETROCK Brand Gypsum "1nnels, flange formed to receive joint compound except where 9 P ( ) yp ULTRACODF Core; steel studs and furring at spacings indicated. 3. Hanger Rods: Zinc coated or protected with rust- United States Gypsum Co. 1. Where studs are installed directly against exterior other types are indicated. inhibitive point. 2. Exterior Gypsum Soffit Board: ASTM C 931 with a. Install LC-bead where gypsum panels are tightly W �' P YP walls, install asphalt felt Stripa or foam gaskets J 4, Flat Hangers: Zinc coated or protected with rust- manufacturer's standard edges, In thickness Indicated. between studs and wall. abutted t, other construction and back flange can Qbe attached to framing or supporting Inhibitive point. a. Type: Regular, unless otherwise indicated. 2. Extend partition framing full height to structural 9 pp ting substrate. C b. Install L-bead where edge trim can only be 5. Channels: Cold-rolled steel, 0,0598-Inch (1.5-mm) 3. Water-Resistont Gypsum Backing Board: ASTM C 630, in supports or substrates above suspended ceilings. except installed after gypsum panels are Installed. ' _ 0 minimum thickness of base metal and 7/16-Inch- (11,1-mm- where partitions ore indicated to terminate at wide flanges, and as follows: a. Type: Regular, unless otherwise Indicated. suspended ceilings. Continuoframing over frames for C. Install U-bead where indicated. d. Install aluminum trim and other accessories where O S � a. Carrying Channels: 2 Inches (50.8 mm) deep, 590 F. Cementitious Backer Units: ANSI A118,9, In maximum lengths doors and openings and frame around ducts penetrating indicated. 0 Ib/1000 feet (88 kg/100 m), unless otherwise available to minimize end-to-end butt joints. partitions above calling to ' p g prov.da support for gypsum e. install contral joints at locations indicated. 0 � Indicated. G. Accessories for Interior Installation: Comerbead, edge board. f. Install control joints according to ASTM C 840 and - .� b. Furring Channels: 3/4 Inch (19.1 mm) deep, 300 trim, and control joints complying with ASTM C 1047, formed 3. Cut studs 1/2 inch (13 mm) short of full height to manufacturer's recommendations and in s Ib/1000 feet (45 kg/1C0 m), unless otherwise metal or plastic, with metal complying with the following provide perimeter relief, pacific U (, indicated. requiremetnt: 4, For STC-rated and fire-resistance-rated partitions that lacatlm approved m Architect for visual effect. 1. Steel sheet zinc coated b hot-di process or rolled P H. Finishing Gypsum Board Assemblies: Treat gypsum board W d. Finish: Rust-Inhibitive point, unless otherwise Y P P extend to the underside of floor/roof slabs and decks joints, interior angles, flanges of cornerbeod, edge trim, Indicated. zinc• or other continuous solid structural surfaces to obtain control joints, penetrations, fastener heeds. surface • Y e. Finish: ASTM A 653. G 60 (ASTM A 653M, Z 180) hot- H. Accessories for Exterla, Installations: Comerbead. edge ratings, install framing around structural and other defects, and elsewhere as required to prepare gypsum board O dipgalvanized coating for framing for exterior trim, and control joints formed from steel sheet zinc surfaces for decoration.9 9 9 members extending below floor roof slobs and decks, as soffits and where Indicated. coated by hot-dip procoss or rolled zinc complying with needed, to support gypsum board closures needed to make 1. Prefill open joints, rounded or beveled edges, and iii U 6. Steel Studs for Furring Channels: ASTM C 645, In depth ASTM C 1047. partitions continuous from floor to underside of solid damaged areas using setting-type joint compound. J. Joint Treatment Materials: Provide in 2. Apply joint tope over gypsum board joints, except those Indicated and with 0.0179--Inch 0,45-mm minimum base joint treatment ( ) structure. metal thickness. unless otherwise indicated. materials complying with ASTM C 475 and the recommendations 5. Frame door openings to comply with GA-219. and with with trim accessories having flanges not requlring a. Protective Coating: ASTM A 653, G 40 (ASTM A 653M. of both the manufacturers of sheet products and of joint applicable published recommendations of gypsum beard tape. Z 90) hot-dip galvanized coating for framing for treatment materials for each application indicated. manufacturer. unless otherwise indlcoted. 3. Apply joint tape over gypsum board joints and to exterior soffits and ceiling suspension members in 1. Joint Tape for Gypsum Board: Paper reinforcing tape, 6. Frame openings other than door openings to comply with flanges of trim accessories as recommended ,) tr!m areas within 10 feet (3 m) of exterior walls. unless otherwise ir.dicated. details indicated or, if none indicated, as required Y accessory manufacturer. 7. Steel Rigid Furring Channels: ASTM C 645, hat shaped, a. Use pressure-sensitive or stople-attached. open- for door openings, Install framing below sills of 4. Levels of Gypsum Board Finish: Provide the following 0.0179-inch (0.45-mm) minimum base metc:l thickness, weave, glass-ober reinforcing tape with compatible openings to match framing required above door heads. levels of sum board finish unless otherwise indicated. joint compound where recommended by manufacturer of 9YP per GA-214. 7, Install Z-furrIn members and thermal insulation as a. Level 1 for ceiling plenum areas, concealed areas, a. Protective Coatings ASTM A 653. G 40 (ASTM A 653M. application board and joint treatment materials for 9 and where indicated, unless a higher level of Z 90) hot-dip galvanized coating for framing for 2. Joint ap ation indicated. indicated and to comply with requirements of finish is required for fire-resistance-rated exterior soffits and calling suspension members in pe for Cementitious Backer Units: As manufacturers directions. areas within 10 feet (3 m) of exterior walls. recommended by cementitious backer unit manufacturer. 8. Install polyethylene vapor retarder where Indicated to assemblies and sound-rated assemblies. 8. Steel Resilient Furring Channels: Standard product 3. Setting-Type Joint Compounds for Gypsum Board: Factory- comply with the following requirements: b. Level 2 where panels form substrates for file and fabricated from steel sheet complyingwith ASTM A. 653 packaged, job-mixed, chemical-harden In where indicated. 9 Powder products a. Extend vapor retarder to extremities of areas to be (ASTM A 653M) or ASTM A 568 (ASTM A 568M) to form 1/2- formulated for uses indicated. protected from vapor transmission. Secure in place C. Level 4 for gypsum board surfaces, unle93 otherwise a Inch- (12.7-mm-) deep channel of the following a. For prefilling gypsum board Ioints, use formulation with mechanical fasteners or adhesives. Extend indicated. configuration: recommended by gypsum board manufacturer. vapor retarder to cover miscellaneous volds in 5• For Level 4 gypsum board finish, embed tape in joint Insulated substrates, including those filled with compound and apply first, fill (second), and flnish a. Single-- or Double-Lag Configuration: Asymmetric- b. For filling joints and treating �usteners of water- g compound(third) coats of joint compover joints, angles, shaped channel with face connected to a single resistant gypsum backing board behind base for loose mineral-fiber insulation. fastener heads, and accessories. Touch up and sand flange by a single-slotted leg (web) or hat-shaped ceramic tile, use formulation recommended by gypsum b. Seat vertical joints in vapor retarders over between coots and after last coat as needed to produce channel, with 1-1/2-inch- (38.1-mm-) wide face board manufacturer. framing by lopping not less than 2 wall studs. a surface free of visual defects and ready for connected to flanges by double-slotted or expanded- c. For topping compound. use sandable formulation. Fasten vapor retarders to framing at top, end. and decoration. metal legs (webs). 4. Drying-Type Joint Compounds for Gypsum Board: Factory- bottom edges. at perimeter of wall openings, and at 6. Where Level 2 gypsum board finish Is indicated, embed 9. Grid Suspension System for InteRrior Ceilings: packaged vinyA-bused products complying with the lop joints; space fasteners 16 inches (400 mm) o.c. tape in joint compound and apply first coat of joint ASTM C 645, manufacturer's standard direct-hung system. following requirements for formulation and intended c. Seal joints in vapor retarders caused by pipes. compound. C. Steel Framing for Walls and Partitions: Provide steel use. conduits, electrical boxes, and similar items 7, Where Ltvel 1 gypsum board finish is indicated. embed .� framing members complying with the followin requirements: a. Ready-•Mixed Formulation: Factory-mixed product. penetrating vapor retarders with vapor retarder tape in joint compound. 1. Protective Coating: ASTM A 653, G 40 ASTM A 653M. 1) Ali-purpose compound formulated for both taping tape. B. Finish exterior gypsum soffit board using settin -t a and topping compounds. d. Repair any tears or punctures in vapor retarder g V attached to and within 10 feet (3 in) of exterior walls. 5. Joint Compound for Cementitious Backer Units: Material immediately before concealing it with the joint compounds to prefill joints and embed tape. and "k r 2. Steel Studs and Runners: ASTM C 645. in depth recommended b cementitious backer unit manufacturer. Installation of for first. fill (second). and finish (third) coats, s - ep Y gypsum board or other construction. with the lost coat being a sandable product. Smooth Indicated and with 0.01,79-Inch (0.45 mm) minimum base K. Acoustical Sealant for Exposed and Concealed Joints: D. Gypsum Board Application and Finishing Standards: Install metal thickness. unless otherwise Indicated. Manufacturer's siondard nonsag, paintable, nonstaining and finish gypsum panels to comply with ASTM C 840 and GA- each coat amore Joint compound hoydens d after finish "• a. Provide 0.0329-inch 0,84-mr.ti minimum base metal complying with ASTM C 834 that is effective 216. need for sanding. Sand between coots and after finish ( ) latex sealant cam yl g coot. Q thickness for head runner, silt runner, jamb, and In reducing airborne sound transmission through perimeter 1. Install sound-attenuation blankets, where indicated, a. Painting exterior gypsum soffit board offer finish cripple studs at door and other openings. joints and openings in building construction as prior to Installing gypsum panels unless blankets are coot has dried Is specified in another Division 9 b. Provide 0.0329-inch (0.84-mm) minimum base metal demonstrated by testing representative assemblies according readily Installed after panels hove been installed on rection. m thickness In locations to receive ceentltfous to ASTM E 90. one aide. t` back9. Finish cementitious backer units to comply with unit CIS units. L Acoustical Sealant for Concealed Joints: Manufacturer's 2. install ceiling board panels across framing to minimize manufacturer's directions. t 3. Steel Rigid Furring Channels: ASTM C 645. hat shaped. standard nondrying. nonhordening. nonskinninq, nonstaining, the number of abutting end joints and to avoid abutting END OF SECTION 09255 In depth Indicated and with 0.0179-inch (0.45--mm) gunnuble, synthetic-rubber sealant recommended for sealing end joints In the central area of each ceiling, .� minimum base metal thickness, unless otherwise Interior concealed joints to reduce transmission of Stagger abutting end joints of adjacent panels not less indlcat6d. airborne sound. than one framing member. SECTION 139,300 - DjE General 4. Furring Brackets: Serrated-arm type. adjustable, M. Miscellaneous Materials: Provide auxiliary materials for 3. Spot grout hollow metal door frames for solid-core wood A. ANSI Tile Standards: Comply with ANSI A13,1 Standard fabricated from corrosion-resistant steel sheet gy)sum board construction that comply with referenced doors, hollow metal doors. and doors over 32 Inches Specification for Ceramic Tile and ANSI 108 series of the complying with ASTM C 645, minimum thickness of base standards and recommendations of gypsum board manufacturer. (813 mm) wide. Apply spot grout at each jamb anchor Installation standards included under American Notional (uncoated) mesal of 0.0329 inch (0.84 mm), designed for 1. Spot Grout: ASTM C 475. setting-type joint compound clip and immediately insert gypsum panels into frames. screw attachment to steel studs and steel rigid furring 4. Form control and ex Standard pion Guidelines: for the Installation of Ceramic Tile. recommended for spot-grouting hollow metal door frames. pension joints at locations Seal cl,anneis used for furring. 2. Fastening Adhesive for Wood: AS1M C 557, B. TCA Installation Guomply TCA Handbook for methods V Indicated and as detailed, with space between edges of Tile Installatton�; comply with TCA installation methods � l�Cf 5. Steel Real i"t Furring Channels: Manufacturer's 3. Fastening Adhesive for Metal: Special adhesive adjoining gypsum panels, as well as supporting framing indicated. Yf� standord product designed to reduce sound transmission, recommended for lominoting gypsum panels to steel behind gypsum panels. 0 framing. S. Isolate perimeter of nonlaad-bearing gypsum bor;rd C. Submittals: With manufacturer's product data and RICHARD E.DELL fabricated from steel sheet complyingwith ASTM A 653 9• installation instructions for tile work, submit samples of 4127 .-3. (ASTM A 653M) or ASTM A 568 (ASTM A 568M) to form 1/2- 4. Steel drill screws complying with ASTM C 1002 for the partitions at structural abutments, except floors. as each type, color, and texture of tile! mounted on 12-Inch- Inch- (12.7-mm•-) deep channel of the following following applications: detailed. Provide 1/4- to 1/2-Inch- (6.4- to 12.7-mm-) • configuration: a. Fastenln sum board to steel members less than wide square backing with joints grouted. Fastening g spaces at these locations and trim edges with U- 1.2 Products a, Single- or Double-Leg Configuration: Asymmetric- 0.033 inch(0.84 mm) thick. bead edge trim where edges of gypsum panels are PASADENA,CA Shaped channel with face connected to a single b. Fastenin sum board to wood members. exposed. Seal joints between edges and abutting A. Coors. Textures, and Patterns: For tile. grout, and other Fastening gypsum P j° g g products requiring selection of colors. surface textures, flange by o single-slotted leg (web) or hot-s�haped c. Fastening gypsum board to gypsum board. structural surfaces with acoustical sealant. '9 / ,� channel, with 1-1/2•-Inch- (38,1-mm-) wire face 5. Steel drill screws complying with ASTM C 954 for 6. Floating Construction: Where feasible, includin where patterns. and other oppearonce characteristics. comply with �' Including the following requirements: connected to flanges by double-slotted or expanded- fastening gypsum board to steel members from 0.033 to recommended by manufacturer. Install gyp,vm panels over 1, ora�ide selections made by Architect from Shed me metal legs (webs). 0,112 inch (0.84 to 2.84 mm) thick. wood framing, with floating internal comer construction, moviufacturer's full range of standard colors, `ex".urea. 6. Steel drill screws of size and type recommended by unit 7. Where STC-rated gypsum board assemblies are indicated. and patterns for products of type Indicated. Specification manufacturer for fastening cementitious backer units. seal construction at perimeters. behind control and B. Sizes and Thicknesses: As Indicated or. If not Indicated. 7. Gypsum Board Nags: ASTM C 514. expansion joints. openings. and penetrations with a as selected by Architect from manufacturer's standard sizes S. Aspholt-Soturoted Organic Felt: ASTM D 226, Type I continuous bead of acoustical sealant Including a bead and thicknesses. (No. 15 asphalt felt). nonperforated. at both faces of the partitions. Comply with C. Tile Grade: Standard Grade• unless otherwise indicated. 9. Foam Gaskets: Closed-cell vinyl foam adhesive-backed ASTM G 919 and manufacturer's recommendations for T strips that allow fastener penetration without foam location of edge trig and closing off sound-flanking D. Factory-Applied Temporary Protective Coating: Where indicated under toe type, protect exposed surfaces of tiler displacement, 1/8 Inch (3.2 mm) thick. In width to suit paths around or through gypsum board assemblies. against adherence of mortar and grout by precooting thern metal stud size indicated. 8. Space fasteners In gypsum panels according to with a continuous film of petroleum paraffin wax. applied 10. Thermal Insulation: Material Indicated beloar, of referenced gypsum board application and finishing hot. Do not coat unexposed file surfaces. thickness and width to fill voids formed by Z-Curring standard and manufacturers recommendations, E. Unglazed Ceramic Mosaic Tile: Factory-mounted flat the members: a. Space screwy a maximum of 12 Inches (304.8 nim) o.c. and as follows: a. Unfaced mineral-flber blanket Insulation to comply for vertical applications, c F. Glazed Ceramic Mosaic no: Factory-mounted flat the and Drawn gy; Chocked By: with ASTM C 665 for Type {. 9. Space fasteners In panels that are the substrates a as followr, 9C RD b. Extruded-polystyrene board Insulation to comply maximum of 8 Inches (203.2 mm) o.c. G. Trim Shapes: Some material. size, color. and texture as with ASTM C 578 for Type IV, and with flame-spread 10. Install cementitious backer units to comply with field tile. Scale: Doti: and smoke-developed ratings of 75 and 450. ANSI A108.11. H. Marble Thresholds, Group 'A'; ASTM C 503, for exterior use As Notod 6-12-00 L ry respectively, according to ASTM E 84, 11. Install glass-mat. water--resistant gypsum backing board with. minimum hardness of 10.G per ASTM C 241; white with r 11. Polyethylene Vapor Retarder: ASTM D 4397. thickness panels to comply with manufacturer's Installation 1• li ; a � and maximum permeance rating as follows: Instructions. nod finish unless otherwise indicated. 100.0006.10 N o. 4 mils (0.1 mm). 0.19 perms (10.9 ng/Po x s x sq, m.) 12. Install water-resistant gypsum backing board panels at o i; 12. Vapor Retarder Tope•, Pressure-soneltive tape of typo showers. tubs. and where indicated. Install with 1/4- D;m recommended by vapor retarder manufacturer for sealing Inch (6.4-mm) open space where panels abut other joints and penetrations in vapor retarder. construction or penetrations. }}.SAM•MM.^�,I.wnM...tiwFM,..+Mwwq.,.M,+�.My w.� -rn-.».v.--...a.n • J I , y� 'd + .e...... ,�f t m Sr cm � I1IIII 111111111 IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIII I II II LEGIBILITY STRIPiae�.lIZ 13 14 IO 17 IA 1 21 22 23 4 2I5 26 27 28 29 30i 6-1 It I All -h C D M .• r t . sr I 4' w I I I :, •. 11 j � . A { (/ r y. F. Single-Source Responsibility. Provide Revisions: L Setting Materials: Provide setting materials as follows: 1.2 PRODUCTS 1.2 PRODUCTS g primers and 2. Use only thinners approved by the point manufacturer 1, Portland Cement Mortar: Materials complying with ANSI A A. Acoustical Tile Products: Subject to compliance with A. Available Products: Subject to compliance with undercoat paint produced by the some manufacturer as the and only within recommended limits. 108.1 and as follows: requirements, provide one of the following: requirements. ro,silient floor tiles that may be finish coats. G. Application: App:y point according to manufacturer's o. Cleavage Membrane: Polyethylene sheeting f. . M D 1. USG incorporated In the Work include, but are not limited to, G. Field Samples: On wall surfaces and other exterior and directions. Use applicators and techniques best suited for 4397, 4.0 mils thick. the products specified to each Product Data Sheet at end of interior components, duplicate finishes of prepared substrate and type of material being applied. Do not paint D b. Reinforcing Wire Fabric: Galvanized welded wire B. Acoustical Tile Standard: Provide manufacturer's standard this Section, samples. Provide full-coat finish samples on at least 100 over dirt, rust, scale, grease, moisture, scuffed surfaces, fabric, 2 inches by 2 inches - WO.3 by W).3 (16 ASW tiles of configuration indicated that comply with B. Products: Subject to compliance with requirements. provide sq. ft, of surface. or conditions detrimental to formation of a durable point gage or 0.0625-Inch diameter); comply with ASTM A ASTM E 1264 classifications as designated by types, one of the products specified in each Product Data Sheet at 1. Final acceptance of colors will be from job-applied film. 0 185 and ASTM A 82 except for minimum wire size. acoustical ratings, and light reflectances, unless end of this Section. samples. 1. Point colors, surface treatments, and finishes are C. Expanded Metal Loth: Provide diamond mesh loth otherwise indicated. C. Vinyl Composition Floor Tile: Products complying with ASTM 2. The Architect will select one room or surface to indicated in the schedules. ycomplying with ASTM C 847 and the following: 1. Mounting Method for Measuring Noise Reduclion F 1066, Composition 1 (nonasbestos formulated), and with represent surfaces and conditions for eacn type of 2. Provide finish coats t iat. ore compatible with primers A . 1) Bose Metol and Finish for Interior Coefficient (NRC): Type E-400 (plenum rrour,ting in requirements specified in Vinyl Composition Floor Tile coating and substrate to be pointed. Apply coatings in used. k Applications: Uncoated or zinc-coated which face of test specimen is 15--3/4 im:hes [400 mm] Product shown on drawings. this room or surface according to the scheoule or as 3. The number of coots and the film thickness required ore (galvanized) steal sheet, with uncoated steel away from the test surface) per ASTM E '95. D. Rubber Wall Base: Products complying with FF SS-W-40, Type specified. the some regardless of the application method. Do not - sheet painted after fabrication into loth. 2. Test Method far Ceiling Attenuation Class (CAC): Where I, and with requirements specified in the Rubber Wall Base H. Deliver mc"eriols to the job site in the manufacturer's apply succeeding coots until previous coat hos cured. 2 Configuration Over Studs and Furring: Flat. acoustical the ceilings are specified to have a CAC. Product shown on the drawings. original, unopened packages and containers bearing Sand between applications where sanding is required to i, 3� Weight: 3.4 psf. provide units identical to those tested per ASTM E 1414 E. Rubber Accessories: Products complying with requirements manufacturer's name and label with the product trade name Produce an even smooth surface. d. Latex additive (water emulsion) as follows, by a qualified testing agency. shown on the drawings. manufacturer's instructions. 4. Apply additional coats If undercoats, stoins. or other replacing port or oil of gouging water. C. Water-Felted, Mineral-Base Tiles: Type III, Form 2 F. Concrete Slot. Primer: Noostaining type recommended by I. Store materials not in use in tightly covered containers in conditions show through final coat of paint until point W to specifically recommended by latex additive acoustical tiles per ASTM E 1264, with pointed finish. flooring manufactuter. a well-ventlloted area at a minimum ambient temperature of film is of uniform finish, color, and appearance. N ..- manufacturer for use with job-mixed por•tland cement complying with pattern and other requirements indicated G. Trowelable Underloyments and Patching Compounds: Latex- 45 deg F (7 deg C). Protect: from freezing. Keep storage 5. The term exposed surfaces includes areas visible when : 40- :ond aggregate mortar be below: modified, par formulation permanent or built-in fixtures are in lose. Extend O 'J= P provided or area neat and orderly. Remem oily rags and waste daily. P m 1) Later Additive: Mon...,,cturer's standard. 1. Pattern: Tiles matching pattern indicated by reference approved by the mamyfocturer for applications indicated. J. Project Conditions: Do not apply point in snow, rain, fog, coatings In these areas to maintain system Integrity r-U 2. Dry-Set Portland Cement Mortar: ANSI A118.1. to manufacturers standard product designations, H. Adhesives (Cements): Water-resistont type recommended by or mist. or when the relative humidity exceeds 85 percent, and provide desired protection. >, � 3. Latex-Portland Cement Mortar: ANSI A118.4. 2. Color/l.ight Reflectance Coefficient: Whlte/LR 0.80. tile manufacturer to suit resilient floor tile products and or at temperatures less than 5 deg F (3 deg C) above the 6. Paint surfaces behind movable equipment and furniture � o N 4. Conductive Dry-Set Morton: ANSI A118. 3. Color: White substrcte conditions Indicated. tf a some as similar exposed W a Y dew point, or to damp or wet surfaces. p ed surfaces. Point surfaces 5. Organic Tile Adhesive: ANSI A136.1, Type I. 4. Noise Reduction Coefficient: NRC 0.60. 1. Edge Strips: Vinyl of width shown, of height required to K. Apply water-based points only when the temperature of behind permanently fixed equipment or furniture with • V N L J. Grouting Materials: Provide grouting materials as follows: 5. Ceiling Sound Transmission Class: CSTC 35. protect exposed edge of tiles, and in rnoxlmum available surfaces to be pointed and surrounding air temperatures are prime coat only. O CO 1. Commercial Portland Cement Grout: ANSI A118.6. 6. Edge Detail: Square, kerfed. and rabbeted joints. 1«ngths to minimize running joints. between 50 deg F (10 deg C) and 90 deg F (32 deg C). 7. Puint back sides of access panels and removable or � 2. Dry-Set Grout: AN51 A118.6. 7. Thickness: 5/8 Inch (16 mm). 1.3 EXECUTiON L Apply solvent-thinned points only when the temperature of hinged covers to match exposed surfaces. 1153. Latex-Portland Cement Grout: ANSI A118. 8. Size: 24 by 48 inches A. Examine areas where installo7tion of tiler will occur. with surfaces to be painted and surrounding air temperatures ore H. Scheduling Painting: Apply first coat to surfaces that �. 4. Dry Grout Mixture: An on-the-)Db-mixture of white or D. Wire Hangers. Braces, and Ties: Provide w;res complying Installer present, to verify that substrates and conditions between 45 deg F (7 deg C) and 95 deg F (35 deg C). have been cleaned, pretreated. or otherwise prepared for 9 gray portiond cement and white or colored fine with the following requirements: are satisfactory for tile installation and comply with tile 1.2 PRODUCTS pointing as soon as practicable and before subsequent a graded aggregate complying with latex additive 1. Zinc-Cooted Carbon Steel Wire: ASTM A 641 manufacturers requirements. surface deterioration. Allow sufficient time between � 4 A. Available Manufacturers: Subject to compliance with manufacturer s requirements. (ASTM A 641M), Class 1 zinc coating, soft temper. 1. Concrete Subfloors: Verify that concrete slabs comply requirements, manufacturers offering products that may be Successive coats to permit proper drying. Do not recoat K. Elostomeric Sealants: Manufacturer's stoodord chemically 2. Size: Select wire diameter so that its stress at 3 with ASTM F 710 before beginning instol!otion: incorporated in the Work include, but ore not limited to, until paint has dried. I cur,ng, elastomeric sealants of bare polymer Indicated that times the hanger design load (ASTM C 635, Table 1, 2. For wood subfloors verify that underloyment surface is the following: Sherwinn Williams. Dunn Edwards. ICI or Equal 1. Application Procedures: Apply paints and coatings by W >- comply with requirements of Division 7 Section "Joint Direct Hun will be less than the g brush roller, spray or other applicators according to 9) yield stress of free of surface irregularities and substances with B. Manufacturer. Subject to compliance with requirements. � Sealers" including ASTM C 920 as referenced by Typo, Grade, wire, but provide not less than 0.106-Inch- (2.69-mm-) potential to Interfere with adhesive bond, show through provide products of one of the following: manufacturer's directions. sell < Class, and Uses. diameter wire. surface, or stain tile. C. Point Mater'ois, General: Provide block fillers, p0mers, 1. Brushes: Use brushes best suited for the material F■ � C 1. One-Part Mildew-Resistant Silicone Sealants: ASTM C E. Sheet-Metol Edge Moldings one Trim: Type and profile B. Preparation: Comply with manufacturer's installation finish coat materials, and reloted materials that are applied. 0 M 0 920, Type S. Grade NS. Class 2.5, Users NT, G. A, and 0 Indicated, or if not indicated, manufacturer's standard specifications to prepare substrates indicated to receive compatible with one another and the substrates indicated 2. Rollers: Use rollers of carpet. velvet back, or high-• 0 (for use In joints in nontraffic areas). moldings for edges and penetrations that fit acoustical tile. under conditions of service and application. as pile sheep's wool as recommended by the manufacturer oN L. Cernentitioue Backer Units: Proprietary backing units with the edge details and suspension systems indi,oted; formed C. Installation: Comply with tile manufacturer's installation demonstrated by the manufacturer, based on testing and for the material and texture required. _ glass fiber mesh reinforcing and water-resistant coating on from sheet metol of some material and finish as that used directions and other requirements indicated. field experience. 3. Spray Equipment: Use airless spray equipment with () both faces, complying with the following requirements: for exposed flanges of suspension system runners. 1. Lay out tiles from center marks established with D. Material Quality: Provide the manufacturers best-quality orsize as recommended for the material and >% 1. Cement-Coated Portland Cement Panels: High-density 1. Manufacturers: Subject to compliance with principal walls. discounting minor offsets, so tile trade sale point material of the various coating types texture required. > LL = portland cement sur•foce coating on both faces and requirements, provide products by one of the following: widths at opposite edges of room ore equal to a e J. Minimum Coating Thickness: Apply materials at the it 5c) lightweight concrete core cam osei7 of g q specified. Paint material containers not displaying , p portland cement a. Armstrong World Irndustrle3, Inc. another and are not less than one-half of a tile. manufacturer's roduct identification will not be manufacturers recommended spreading rote. Provide the and expanded ceramic aggregate; fabricated In panels b. Chicago Metallic Corporation. 2. Match tiles for color and pattern by selecting tiles acceptable. P total dry film thickness of the entire system as W recommended b the manufacturer. u a- .S 7/16•-Inch thick by 36 Inches wide, weighing 3.2 - 3.8 c. USG Interiors. Inc. from cartons in some sequence as manufactured and 1. Proprietary Names: Use of manufacturer's proprietary y , Y psf. F. Fire-Resistance-Rated Suspension System: Provide packaged. K. Block Fillers: Apply block fillers at a rate to ensure I C) g product names to designate colors or materiels is not M. Miscellaneous Materials: Provide the following materials: manufacturer's standard metol suspenoian systems of types, a. Lay tiles with grain running in one direction. intended to imply that products named are rr_quired to complete coverage with pores filled. "o 1. Temporary Protective Coating: As follows, formulated structural classifications, and finishes indicated that b. Not Used be used to the exchision of equivalent products of L. Prime Coats: Before applying finish coats, apply a prime :R (� to protect exposed surfaces of tile against adherence comply with applicable ASTM C 635 requirements: c. Loy tiles In potterer with respect to location of other manufacturers. Furnish the mc,nufacturer's coat to material to be painted or finished that has not of mortar and grout. compatible with the and 1. Direct-Hung. Double-Web Suspension Syatevn,. Main on,l colors, patterns, and sizes as indicated on been prime-coated by others. Recoat primed and sealed I p material data and certificates of performance for surfaces where evidence of suction spots or unsealed areas e- mortar/grout producna. and easily removable without cross runners roll formed from and capped with Drowin9'�• proposed substitutions. t t firscoat a damaging grout or tile. prepainted or electrolytic zinc-coated, cold-rolled E. Colors: Provide color selections made by the Architect in ppcora, to ensure a finish coat with no burn- a. Petroleum paraffin wax, fully refined, tasteless, steel sheet; other characteristics as follows: from the manufacturer's full range of standard colors. through or other defects due to insufficient sealing. odorless, containing at least 0.5 percent oil. with a. Structural Classification- Intermediate-duty 3. Where demountable partitions and other items are 1.3 EXECUTION M. Completed Work: Match approved samples for color. texture, o melting point of 120 deg F (49 deg C) to 140 deg system. f finished file floor.. A. Examination: Examine substrates and conditions under which and covero e. Remove, refinish F 60 d C per ASTM D 87. � indicated for installing on top o g or repaint work not ( deg ) P b. Accen: Upward, with initial access openings of install the before these items are installed. painting will be performed for compliance with complying with specified requirements. b. Grout release In form of manufacturer's standard size Indicated or. if not indicated. as selected by D. Install metal edge strips where indicated, using requirements. Do riot begin application until N. Cleanup: At the end of each work day, remove empty cans, proprietary liquid coating that is specially Architect from opening sizes approved for the fire- countersunk stainless steel anchors. unsatisfactory conditions have been corrected. rags. rubbish, and other discarded paint materials from the formulated and recommended for use as a temporary resistance-rated assembly indicated. Locate E. leaning: Clean resilient the floors after installation B. Coordination: Review other Sections in which primers are site. protective coating for tire. initial access openings throughrrit the ceiling and 4 days prior to date scheduled for inspections intended provided to ensure compatibility of the total systems for 1. After completing painting, clean gloss and point- 1.3 Execution within each module formed by main runners and cross to establish date of Substantial Completion. Apply various substrates. On request. furnish information on spattered surfaces. Remove spattered paint by washing A. Field-Applied Troiporory Pro':^tive Coating: Where runners. and make additional access available protective polish according to lour tile manufacturer's characteristics of finish materials to ensure use of and scraping. Be careful not to scratch or damage Indicated und+r or needed to prevent adhesion or staining through progressively removing remaining acoustical directions. compatible primers. adjacent finished surfaces. of exposed the surfaces by grout, precoot file with a tiles. END OF SECTION 09660 1. Notify the Architect about anticipated problems using 0. Protection: Protect work of other trades, whether being continuous film of temporary protective coating Indicated pointed or not, against damage b 1= below: 2. Manufacturers: Sub je�:t to compliance with the materials specified over substrates primed by P g g y painting. Correct damage o requirements, provide products Uy one of the following: others. by cleaning, repairing or replacing, and repainting, as 1. Petroleum paraffin wax, applied hot.2. Grout release. a. Armstrong World Industries, Inc. SECTION 09900 - PAINTING C. Preparation: Remove hardware and hardware accessories, acceptable to Architect. r B. At "wet areas," install cesmentitlous backer units and treat b. Chicago Metallic Corporation. 1.1 GENERAL plates. machined surfaces. lighting fixtures, and similar P. Provide "Wet Paint. signs to protect newly pointed 8 joints to comply with manufacturer's Instructions for type c. USG Interiors, Inc. A. This Section includes surface preparation, painting, and items already installed that are not to be pointed. or finishes. Remove temporary protective wrappings provided of application indicated. 1.3 EXECUTION finishing of exposed interior and exterior items and provide surface-applied protection prior to surface by others to protect their work after completing pointing C. Installation: Comply with ANSI A108.1 and 108.4 through A. General: Install acoustical tile ceilings to comply with surfaces. preparation and painting. Remove these items, if operations. A108.10. as applicable for type of tile, setting materials, publications referenced below per manufacturer's 1. Surface preparation, priming, and finish coats necessary, to completely point the items and adjacent 1. At completion of construction activities of other grout, and methods of Installation Indicated. Comply with instructions and CISCA Calling Systems Handbook.." specifl,nd are in addition to shop-priming and surface surfaces. Following completion of painting operations in trades, touch up and restore damaged or defaced painted manufacturer's Instructions for application of proprietary 1. Standard for Ceiling Suspension System Installations: treatments. each space or area, have items reinstalled by workers surfaces. }; materials. Comply with ASTM C 636. B. Point exposed surfaces whether or not i.-slors are designated skilled in the trades involved. 0. Point Schedule: Provide the following ,)oint systems for �+ D. Joint Pattern: Use grid pattern with 1/16-Inch-wide joints 2. CISCA Recommendations for Acoustical Ceilings: Comply in the schedules, except where o surface or material is D. Cleaning: Clean substrates of substances that could impair the various substrates indicated: ��JJJ unless otherwise Indico{.ed. with CISCA 'Recommendations for Direct-Hung Acoustical specifically indicated not to be painted or is to remain the bond of the various coatings. Remove oil and grease END OF SECTION 09900 .'� E. Expansion, Control, Contraction, and Isolation Joints: As Tile and Lay-in Panel Ceilings." natural. Where an item or surface is not specifically prior to cleaning. Schedule cleaning and painting so dust V Indicated. B. Suspend ceiling hangers as follows: mentioned, paint the some cs similar adjacent materials or and other contaminants from the cleaning process will not SECTION 10522 - FIRE EXTINGUISHERS. CABINETS_, AND ACCESSORIES 1.1 I. Seal the joints with elostomeric sealants to comply 1. Secure wire hangers to ceiling suspension members and surfaces. If color or finish is not designated. the fall on wet, newly painted surfaces. . 1.1 GENERAL -k I. I with Division 7 Section "Joint Sealers." to supports above. Connect hangers either directly to Architect will select from standard colors or finishes E. Surface Preparation: Clean and prepare surfaces to be A. Submittals: Submit the following: I 2. Sealing file tests !s specified to talvislarn 7 section structures or to lnse►rts, eye screws, or other devices available. pointed according to the manufacturer's instructions for 1. Product Data: Include rough-in dimensions. "- �.} q joints P details "Joint Sealers.' that are secure, that are appropriate for substrate. C. Painting is not required on preflnished items. finished each particular substrate condition and as specified, showing mounting methods. relationships of box and trim F. Marble Ede Strips: Provide at exposed edge of the and that will not deteriorate or otherwise fall due to metal surfaces. concealed surfaces, operating parts. and 1. Provide barrier ,coats over incompatible rimers or to surrounding construction, ® I 4 P P 9 P p g door hardware. cabinet resilient floorin unless otherwise indicated. age. corrosion. or elevated temperatures. labels. remove and re rime. type and materials. rim style,g• rep ' yp t yl door construction, C. Cleaning: Upon completion of placement and 2. Space: hangers not more than 48 Inches (1200 mm) o.c. 1. Labels: tlo not point over Underwriters Laboratories. 2. Cementitiou_. Materials: Prepare cennentitious surfaces .� P P P grouting, clean a ep panel stylrn, and materials. r all ceramic the surfaces so they are free of foreign olong each member supported directly from hangers. Factory Mutual, or other code-required labels or to be pointed. Remove efflorescence, chalk. dust. B. Coordination: Verify that cabinets are sized to matter. unless otherwise shown; and provide hangers not more equipment name, identification, performance rating, or dirt. grease. oils, and release agents. Roughen to accommodate type and capacity of extinguishers indicated. °' 1. Remove latex-portland cement grout residue from the as than 8 inches (200 mm) from ends of each member. nomenclature plates. remove glaze. If hardeners or sealers have been used C. UL-Listed Products: Fire extinguishers shall be UL listed soon as possible. C. Install edge moldings and trim of type Indicated at D. Submittals. Submit the following: to improve curing, use mechanical methods of surface with UL listing mark for type, rating, and classification V 2. Unglazed tile may be cleaned with acid solutions only perimeter of acoustical catling area and where necessary to 1. Product data for each point system specified, including preparation. of extinguisher. 4� when permitted by the and grout manufacturer's printed conceal edges of acoustical tiles. block fillers and primers. a. Use abrasive bloat-cleaning methods if recommended D. FM-Listed Products: Fire extinguishers approved by Factory W Instructions but no sooner than 14 days after D. Install suspension system runners so they are square and a. Provide the manufacturer s technical information by the paint manufacturer. Mutual Research Corporation for type, rating, and installation. Protect metal surfaces, cost iron, and securely interlocked with one ano�her. Remove and replace including label ono:ysis and instructions for b. Determine alkalinity and moisture content of classification of extinguisher with FM marking. vitreous plumbing fixtures from effects of acid dented, bent, or kinked members. hcndling, storage, and application of etch material surfaces. Do not paint surfaces where moisture 1.2 PRODUCTS cleaning. flush surface with clean water before and E. Install acoustical tiles in coort3Inotion with suspension proposed for use. content er,.ceeds that permitted in manufacturer's A. Fire Extinguishers: Provide a minimum 2A10BC portable otter cleaning, system. Place splines or suspension system flanges into b. List each material and cross-reference the specific printed directions. fire extingulaher for every 75 feet of travel distance and �---- 3. Remove temporary protective coatis b method kerfed edger+ so that the-to-tile joints are closed by coots:_n, finish system, and application. Identify 3. Wood: Clean surfaces of dirt oil and other foreign other locations required b Ownerks surety.P Y P q, y Y 9 q Y Y Seal `�l,!J f,,i4 recommended by coating manufacturer that Is acceptable double lop of material. each manorial by the manufacturers catalog number substances with scrapers, mineral spirits, and ti 1, Fit adjoining the to form flush tight in B. Mounting Brackets: Provide brackets of sizes required for �� self; to Drlck and grout manufacturer. Trap orad remove &e g 9 joints. Scribe and general -lassification. sandpaper. as required. Sand surfaces exposed to view ti and cut tile for accurate fit at borders and around c. Certification b the manufacturer that typo and capacity of extinguisher indicated in plated finish. r!. coating to prevent It from Clogging drains. y products smooth and duet off. r f door, and 4 I iICF;c,r:r; i�r_�L (-•, C. Cabinet Construction: Box with trim. fame, penetraticos through tile. supplied comply with local regulations controlling a. Scrape and clean small. dry, seasoned knots and hardware to suit cabinet type, trim style, and door style 41L1 ".� END OF SECTION 09300 2. Hold the fleld M compression by inserting leaf-type, use of volatile organic compounds (VOCs). apply a thin coat of white shelloc or other indicated. Weld joints and grind smooth. Md d and weld • spring-steel spacers between tile and moldings. spaced 2. Samples for initial color selection in the fomes of recommended knot sealer before applying primer. at 12 inches 305 mm O.C. manufacturer*c color charts. After color selection, perimeter door fromes. b. Prime, stain, or seal wood to be pointed 111 . Fire-Rated Cabinets: UL listed with UL listing mark PASADENA,C 3. Fabricate access units for special suspension system the Architect will furnish color chips for surfaces to immediately upon delivery. Prime edges, ends, with fire-resistance rating of wall where It Is installed. T Qd S TION 09512 - ACOUS AL TI access members and tile units modified as required to be coated. faces, undersides. and backsides of wood, including 2• Cabinet Type: S:�Itable for containing the following: '9 10 1.1 GENERAL allow for removal of access units. 3. Samples for Verification Purposes: Provide samples of cabinets, counters, cases, and poneling. a. Fire extinguisher. �C ��_S- 9 A. Su►omlttole•. In addition to product data for each type of END OF SECTION 09512 each color and material to be applied, with texture to c. Seal tops. bottoms, and cutouts of unprimed wood Cabinet Mounting: Suitable far the mounting Indicated:3. ocousticd ponM and suspoinsion system reprslred. submit the simulate actual conditions. on representative samples doors with v heavy coat of varnish or sealer Sheat Title following: of the actual substrate. Provie'S et Immediate) upon delivery. a. Recessed: Fully recessed in walls of sufficient gipped samples, Y P Y depth to cult trim style. 1. Full-size samples of rtactn tie type. pattern, and color SECTION 09660 - FZESILENT WALL �� AND TILE FLOf�� defining each separate caul. Including block fillers 4. Ferrous Metals: Clean ungalt•anlzed ferrous.-metal eCIfICatI0f1 and rimers. Use b. Surface-Mounted: Fully exposed and mounted p required• 1.1 GENERAL p representative calors when preparing surfaces that have not been shop-coated; remove oil. directly on wall. 2. Set of 12-Inch- (300-mm-) long samples of concealed A. Submittals: In addition to product data. submit the samples for review. Resubmit until required sheen. grease. dirt. loose mill scale, and other foreign 4. Trim Style: One piece with comers mitered, welded, suspension system members. following. color, and texture are achieved. substances. Use solvent or mechanical cleaning methods and ground smooth. , 3. Set of 12-Inch- (300-mm--) long samples of exposed 1. Samples of each type. color. and pattern of resilient a. Submit samples on the following substrates for the that comply with recommendations of the `Steel a. Exposed Trim: One-piece combination trim and moldings for each color and system type required. floor tile. Architects review of color and texture only. Structures Painting Council. perimeter i frame overlapping surrounding wall 8. Fire-Test-Response Characteristics: Provide acoustical 2. Maintenance data for resilient floor tile, to include 1) Concrete Masonry: Two 4-by-8--Inch samples of o. Touch up bare areas and shop-applied prime coots surface with exposed trim face and wolf return at Ile celings that comply with the following reWirements- in Operating and Maintenance Manual specified in masonry, with mortar joint In the center. for that have been damaged.Wire-brush, clean with outer edge. 1. Fire-response tests are performed by o testing and Division 1- each finish and color. solvents and touch up with the some primer as the 1) Square-edge with 1/4- to 5/16-inch backbend Inspecting agency that Is occspta0le to authorities 8. Extra Materials: Deliver to Owner not less than oxne box 2) Painted Wood: Two 12-inch-square samples of shop coat. depth.having jurisdiction and that Performs testing and for each 50 boxes or fraction thereof. of each class, each color and material on hardboard. 5. Galvanized Surfaces: Clean galvanized surfaces with 2) Metal: Some metal and finish as door. follow-up service*. wearing surface. color. pattern. and size of resilient 3) Ferrous Metal; Two 4-inch-square samples of nonpetroeloeum-based solvents so that the surface is free D. Door Material and Construction: Manufacturer's standard of 2. Surface-burning characteristics of acoustical tiles flax tile instolied. flat metal and two 8-inch-long samples of solid of o1! and surface contaminants. Remove pretreatment material Indicated. coordinated with cabinet types and trim Drown By: Chocked By: comply with ASlll E 1244 for Class A material* as metal for each color end finish• from galvanized sheet metal fabricated from coil stock styles selected. 8C RD determined by tasting Identical products per ASTM E 84: E. Applicator Qualifications: Engage an experienced by mechanical methods. 1. Enameled Steel: Hollow construction with tubular 3. Acoustical tie coilings Indicated are Identical In applicator who has completed pointing system applications F. Materials Preparation: Careful) mix and prepare Sint Scent: Dote: eP Y Pep P stiles orad rails. As Noted 6-12-00 constructions and constructto those tested for fire simlvr in material and extent to those Indicated for the materials according to manufacturer's directions. 2. Door Oozing: Fully tempered float glass coxmpl;4ng <N rsNstance per ASTM E 119. Project that have resulted In a constructicri record of 1. Stir material before application to produce a mixture with ASTM C 1048, Condition A. Type 1. Quant A yp y q3 Kind Proj. No.: 5 4. Fir.-resistance-rated. acoustical tile celIngs are successful in-service performance. of uniform density; stir as requtro►d during FT, and Class as follows: 100.0006.10 Indicated by design designations listed In the UL 'Fire otpFilicati n. Do not stir surface film Into material. a. Close 1 (clear). ; Posistonce Directory.` In the Womack Hersey vs Remove film and. if neceaaar , strain material before a Y Sheet: D m aCertlAcatbn Llstings.0 or In the Ihtkng of another using. qudifled testing and Inspecting agency, i , - - (:s A �, 11 ) ___ ___12'11 1. 0� __ - . I——r 001910"�---- -- ---___.0__NM_�_______----- - - --- ----- - _._....«....�..... . __ _ --_._._.-,.-- - -� �-- _ - _ ,i. ,�. .-•«.mar.. 4 ml- LE618I 1 CM I"'11"11 �i��lin1 111111111 nn 111 IIla ilii Irl Illi 1111 1111 Irl nn 1111 Ila all 1111lrin 111111111 IIII nil 1111 Ila Irl nn n 1t 1111 nn Ila rill nu all nl IIII 1 111111 11u nn�, I int nn iia ,", nn li . . ... STRIP b I 11 I � � I I I I I I I I I I Is I il' ( ll I I I I I I I l ll II Iiiljliii luljiillllilill111lliiilllnliillI1 �- - S?q1P_` 100001 Co v l0 11 19 s3 14 � e 10 I � 2a a3 24 I I 27 2e itv 30 , t ► I of -11 . I 1.0 -I_ �• CDr I 1-1 1111111111 111111111111,1 Wl_,_"W""WWr,r 1-1 - I I I WA , 1111111ildlITIC . I'MMIJIFR14-1-115IRM -1-- ATILI 11'.'11111 11 1111111:1,1111 W I'll, I I . 11 . I .......______ __.__,._____ . __,__ I 25 *X ,: I ,r, . jl,� %, , ..........m.,...m,....�..........;,m L :" ____ __ - I . 1. I " t. I e � A,.aI I ... , , ". " - L s - . L 1. I, , � +. i L, .. 1- h �kl p J I ki rr Y '9 { 1 3. Identify fire extinguisher in cabinet with FIRE SECTION 10800 - TOILET AND BATH ACCESS IES Revisions: EXTINGUISHER lettering applied to door. Provide 1.1 GENERAL lettering to comply with authorities having A. Submittals: Manufacturer's product data for each toilet a,cessory Jurisdiction for letter style, color. size, spacing, item specified. including details of construction relative to and location, materials, dimensions, gages, profiles, mounting methods, specified a. Application Process: Silk screen. options. and finishes. Q E. Identify bracket-mounted extinguishers with FIRE 1.2 PRODUCTS EXTINGUISHER in red letter decals applied to wall surface. A. Manufacturers: Subject to compliance with requirements. provide Letter size. style, and location as selected by Architect. toilet accessories by one of the following: L� F. Door Style: Manufacturer's standard design. 1. American Specialties. Inc. 1. Full-Glass Panel: Float glass. 1/8 Inch thick. 2. Bobrick Washroom Equipment. Inc. G. Door Hardware: Provide door-operating hardware oi` proper 3. McKinney/Porker. type for cabinet type, trim style. and door material and B. Materials, General: Fabricate toilet accessory items from the style Indicated. Provide lever handle with cam-action following materials and according to requirements specified for latch, or exposed or concealed door pull and friction individual accessory iter,--: latch. ProlAde concealed or continuous--type hinge 1. Stainless Steel: AISI 1 ype 302/304, with polished No. 4 finish, permitting door to open 180 degrees. 0.034-inch (22-gage) minimum thickness, unless otherwise H. Cabinet Finish ss: Comply with NAAMM "Metal Finishes indicated. Manual." Prctect exposed finishes from damage by 2. Sheet Steel: Cold-rolled, commercial quality ASTM A 366, 0.04-• � M application of temporary strippable covering prior to Inch (20-gage) minimurn thickness, unless otherwise indicated. J E shipment. Surface preparation and metal pretreatment as required for I. Steel Cabinet Finishes: Solvent-clean surfaces to remove applied finish. dirt, oil, grease. and other contaminants that could impair 3. Galvanized Steel Sheet: ASTM A 527, G60. L U point bond. Remove mill scale and rust from uncoated aMirror Glass: Nominal 6.0-ram (0.25-inch) thick plate glass steel. UD conforming to ASTM C 1036, Type I. Class 1, Quality Q. and with y 1. Baked-Enamel Finish: Immediately after cleaning and slivering, electro-plated copper coating. and protective organic iiU o a> pretreatment. apply a two-coat boked-enamel finish coating. V o Y con:rlsting of prime coot and thermosetting topcoat. 5. Galvanized Steel Mounting Devices: ASTM A 153, hot-dip © c� a' Comply with paint manufacturer's Instructions for galvanized after fabrication. 12 Co application and baking to achieve a minimum dry film 6. Fasteners: Screws, bolts, and .tether devices of some material as thickness of 2.0 mils, accessory unit, or of galvanized steel where concealed. a. Color and Gloss: Manufacturer's standard 7. Keys: Provide universal keys for access to toilet accessory • designations. Point the following:9: units requiring Internal access for servicing. resupply, etc. � M 1) Exterior of cabinet except for surfaces Provide a minimum of six keys to Owners representative. - indicated to receive another finisn. C. Surface-Mounted Roll Paper Towel Dispensers: Fabricate of cast 2) Interior of cabinet. aluminum with satin finish. r. 1 A. EXECUTION n Installation: Follow manufacturer's printed instructions. D. Single Roll Toilet Tissue Dispenser. Size to accommodate W }. B. Install at heights indicated, or if not indicated, at core type tissue to 5ti diameter roll. Q heights to comply with applicable regulations of governing E. Stainless Steel Grab Bars: Provide grab bora with wall thickness not authorities. less than .050 inch (18 gage) and as follows: C 1. Prepare wall recesses for cabinets as required by type 1• Mounting: Concealed, manufacturer's standard flanges and = O and size of cabinet and style of trim and to comply anchorages. O with manufacturer's instructions. 2. Clearance: 1-1/2-inch clearance between wall surface and inside face of bar. 2. Fasten mounting brackets and fire extinguisher cabinets 3 Gripping Surfaces: Manufacturer's standard nonslip texture. O to structure, square and plumb. 4. Heavy-Duty Size: Outside diameter of 1-1/2 inches. >, END OF SECTION 10522 F. Stainless Steel Angle-Framed Mirror Units: Fabricate frame with > V- != angle shapes not less than 0.05 Inch (18 gage), with square comers rg C5 o mitered, welded. and ground smooth. Provide in No. 4 satirt polished LU < Oy finish. � �.� ! G. Fabrication: Only a maximum 1-1/2-inch diameter, unobtrusive stamped Ile manufacturer logo. as approved by Architect, Is permitted on exposed O . i face of toilet or bath accessory units. On either interior surface not exposed to view or back surface. provide additional ac Yj identification by means of either a waterproof, printed label or a stamped nameplate, indicating manufacturer's name and product model number. a H. Surface-Mounted Toilet Accessories. General: Except where otherwise indicated, fabricate units with tight seams and 'pints. exposed edges rolled. Hang doors or access panels with continuous stainless steel piano hinge. Provide concealed anchorage wherever possible. 1. Framed Mirror Units, General: Fabricate frames for glass mirror units to accommodate wood. felt, plastic, or other gloss edge protection material. Provide mirror backing and support system that will permit rigid, tamperproof glass installation and prevent moisture accumulation, as follows: 1. Provide galvanized steel backing sheet. not less than 0.034 Inch r (22 gage) and full mirror size, with nonabsorptive filler material. Corrugated cardboard is not on acceptable filler material. J. Mirror Unit Hangers: Provide system of mounting mirror units that will permit rigid. tamperproof. and theftproor installation, as follows: o 1. One-piece, galvanized-steel, wall hanger device with spring- action. locking mechanism to hold mirror unit in position with no exposed screws or bolts. c� 2. Heavy-duty wall brackets of galvanized steel, equipped with concealed locking devices requiring a special tool to remove. 1.3 EXECUTION A. Installation: Install toilet accessory units according to manufacturers' printed installation instructions, using fasteners appropriate to substrate as recommended by unit manufacturer. Install units plumb and level. firmly anchored In locations and at heights indicated. 1. Secure mirrors to walls 1n concealed, tamperproof manner with •'� special hangers. toggle bolts. or screws. Set units plumb, •C level. and square at locations indicated, In accordance with V manufacturer's instructions for type of substrate Involved. 2. Adjust toilet accessories for proper operction and verify that mechanisms function smoothly. Replace damaged or defective Items. � 3. Clean and polish all exposed surfaces strictly according to manufacturer's recommendations after removing temporary labels Q and protective coatings. END OF SECTION 10800 i DIVISION 15 (MECHANICAL- refer to drawings � DIVISION 16 (ELECTRICAL)- refer to drawings V Seol 1101ARD F.DLLI_ 4 127 PASADENA,C/1, F C7 Sheet Title Specification i Drawn W. Checked By: Be RD Scale: Dot••. As Noted 6-12-00 ; Pro). No.: 100.0006.10 r W" _ . � � �jii � � n� �iii� I � Boom � � �Cm iul�itn�uii�nn�i1i1111-1'11 1111111LE6JBIlITY STRiN o. 10 II IIs 1 1♦ sa si�sio�MteA laI � ze�i9u�7nzsina•uai� o Ii � • at k ,I rf tl 7. ^5 z< 5 RoviNorl`; n n 4 �J n n ` n TtJAL^T-N t~IcZL_ r�,f7mT. N o� si1424*13Y TOP Ce P ,5 1. U v� {a N N c xnJn� 'tr I `� . '�•��. / ��Q�'�t-;H �aT \�.lr�tc.^T�7%� iJ1L��JrS� �3 iZt < i 2 C tbai 1p _ Lc�n r.��►, VF.0 Ur O O Lu15 qa�ZrRkt' ,, , CL _ 1 LA ' (a'�P�►H �w� LO LCr119 \ i o I a 13 r Gane. t,.._. _o; (ocOr� 4 Cj-tkOastattst�T ,_.._ a 0 1 lei NO s 1 - �• �- _ 4SXitAc t o► N M /�1t'T3i' _. CITY I�IVIc ,,/ / ' �.yc,•s,r,yc- 'CAD.O C W troy �,/ /. 'r PA✓� � LSO `VQ S 1 G2 t .1j. t-� V , r3• D��eLKp Iv+a� wthr -�'�sla' �Ta . �t�►, :T^� �at.1 ( ��•C� �.I L 1*1- 1 T —9+ C'J�Aw t.� C"r-1 Y _ �' p•� z wr2aNc� wA,y . 1 `M -11NG C,IT'Y CEI.tT(� - y1. yVa ectrYCe►Jr�.e� TiF s CN RICHARD F.Dr".'_L r . 4127 PASADENA, CA t 0 • � t ShOM Title 1 Reference Site Flan ; f ED Y m ED y DrSICawn By: RMwk d By; f s Scale: Date: As Noted8-12-00 e-t z-oo (� too.00".10 k Sheet: m m 1 Q to cm 1 , 111 11111 IIIIiUll11111i1111 IIIIiIIIi III111111 III111111 IIIIIIIII Illflllll 11111!1!1 Ilillllll 111111111 111'1111 III IIII IUI 11 ly „111 1111OWN I 1 1 1 11 f+IIIIIIiIiIIUfIIIII IIIllllll llt1lnllltul; 11IIIIIIIIIIIIill1llill llI111111 1111 IIII I I I I Ill llll�lllj( + '+w'"�^+�• +^ �+�►�° w.«rr. •..a,.•<r, m«ww�rr..+ .,,,,.,, �lFE6I8Il.�Tr SCRIP I II - �.. lb II I>� 1. 14 I d �l sit �>, .. I i4 g� 2 7 2e 29 30 It M f a - S� t i e r c IF t Revisions: PARKING SIGN LETTERING NOT LESS THAN CONIC. SIDEWALK — ""�1°"�1O�' 1" IN HEIGHT STATING: "UNAUTHORIZED VEHICLES PARKED IN ,.,,,,.,,o,.�,.,+e„++m �----�.a ALL RAMP SURFACES +wss.re.+s+sMra m 1� — .. ...o DESIGNATED ACCESSIBLE SPACES NOT Hisn..m,,,,,,a„■,s., MEDIUM BROOM FIN. + 'a' DISPLAYING DISTINGUISHING PLACARDS mm%DKM W NOMA yam wnn w��owc.a !� -0� -= OR LICENSE PLATES ISSUED FOR '""°�' PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNER"S EXPENSE. Z ``' TOWED VEHICLES MAY BE RECLAIMED ^ a L, 8.33 X MAX. AT OR BY TELEPHONING - - o uj U 12" 0 D a (AU<- WALL-MOUNT ED SIGN SHALL BE 70 SQ. INCHES 1 ►- � z W � (MIN.) WITN REFLECTIONIZED PORCELAIN ENAMEL o° (A STEEL TEXT SHALL BE AS PER STATE REGULATIONS. LAI= 2" DIA. GALV. STEEL M REFER TO SITE PLAN FOR LOCATIONS OF METAL /404 _z POST. PROVIDE 12" DIA. HANDICAPPED SIGN. 4- CONCRETE FOOTING. m N , I I '. NOTES PROVIDE LETTERING NOT LESS THAN I I 1 IN HEIGHT STATING: 0 �3 1. PROVIDE 17"x22" MIN. U) m I ' FREE—ST'ANIDING SIGN AT U EACH STREET ENTRANCE. "UNAUTHORIZED VEHICLES NOT DISPLAYING UI, ' 2. REFER TO SITE PLAN DISTINGUISHING PLACARDS OR LISCENSE FOR LOCATIONS. PLATES ISSUED FOR PHYSICALLY HANDICAPPED W o N PERSONS MAY BE TOWED AT OWNER'S EXPENSE. 3. CONTACT BLDG. DEPT. TOWED VEHICLES MAY BE RECLAIMED AT — ® Nm SEE GROOVING DETAIL AT 25/A002 -- FOR TOWING ADDRESS AND PHONE N0. BY TELEPHONING SCALE: c CURB RAMP NTS '� ENTRY HANDICAPPED SIGN SCALE: ('—e> MLTAL HANDICAPPED SIGN SCALE (1-1) 1 1/` 1 -0 2 NONE 3 36" SQUARE 3'-0' N.T.S. uj Jl" -- STANDARD RADIUS �m C 2:Z EDGE. (TYPICAL) ' 0 "TRAFFIC \ Li p ' O BLUE" , () Li tp NO PARKING "TRAFFIC u •� WHITE" ► Y 4" PAINT STRIPES 0 45 ANGLE 6" X 6" W1.4 X W1.4 Q WHITE TRAFFIC PAINT WELDED WIRE MESH ; ALIGN W/ END SPACING 2"-0" O.C. OF STAL'. EXPANSION JOINT TEXT WHITE T >? RAFFIC PAINT FILLER dt SEALANT Q AT 20 -0" O.C. MAX �- CENTERLINE # 3 SMOOTH BAR OF STALL 024" O.C. GREASE ONE END. ACCESSIBILITY LOGO SCALE: (1 12) 4 "NO PARKING" STRIPING SCALE: SCALE: a 1100=10-0. EXPANSION JOINT O SIDEWALK NTS 5 3"=1"-0" 6 9"-0" 0 x 17"X22" (_MINA PARKING SIGN LETTERING NOT LESS THAN 1 IN HEIGHT STATING: ® "UNAUTHORIZED VEHICLES NOT DISPLAYING o DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PHYSICALLY HANDICAPPED .0 I o PERSONS MAY BE TOWED A; OWNER'S EXPENSE. 0 TOWED VEHICLES MAY BE RECAIMED AT N fQ- BY TELEPHONE -- N ys -- ------ 4 Q CONC.CURB 0: .'d r[ 2" DIA. GALVANIZED ;Y STEEL POST V � . MI z 12M DIAMETER z CONCRETE FOOTING. PLANTER 4" WIDE HIPo NOTES: PAINTED 1. PROVICE 17"x22" MIN. STRIPES a '� I• FREE-STANDING SIGN AT (WHITE) A I • EACH PARKING STALL. -- VU. 2. REFER TO SITE PLAN C U0 L FOR LOCATIONS. V 3. CONTACT BLDG. DEPT. u - FOR TOWING ADDRESS 7'-6" AND PHONE NUMBER METAL ACCESSIBILITY SIGN SCALE: (t-8) 1/2"= ,_o" ' 90e STALL STRIPING /8 SCALE:D" Seal 0 4" WIDE TRAFFIC PAINT I CONCRETE DOME [.�j> FiIC'rlilfi'-1 r.DEi.L �^ (BLUE), TYP. — CONCRETE CURB — 4127 . a LINE OF CAR OVERHANG 4 � • — PAINTED 5" DIA. STD. 1 GALV. PIPE AND SLEEVE PASADENA,�,AD, IN CONC. FOOTING. U.G.N. E.J. AROIINO PERIM. • " AND BACK t0 1/2 BUILD-UP A.C. OF CURB I PAVING AROUND PIPE. OF STALL 11 7 (TYPICAL) Sheat Title Reference Site Details o W\ pie TOP OF PAVING WHERE VMACCESSI!`lE OCCURS Z 1 51 , NOTES: Oct a ,� 1/2 P_. 12 X 1.WHEN PIPE GUARDS IE-r---- 6 RET. CURB � ARE TO 3E INSTALLED °OX B O ELEC. TRANS. METERS, OP HYDS., ETC. CONTR. 1 1 01 MTL. SLEEVE SHALL VERIFY EXACT OF STN L ;,a LOC. do HGTH. AND 3/4" ; CONC. ; CONST. REQ. W/ pieFTG, o ° RESPECTIVE UTILITY CO. _ r <—START STRIPING 1'-0" BACK 2.SEE PUN FOR PIPE f': ' '" OF STALL, TYP. STD. ACCESSIBLE ;,� �a.-' o LOCATIONS. Drown BY Chucked By BC RD 1/4" �•_0• — i —GROOVING" SEE DETAIL - — 3.PIPE GUARDS SHALL GROOVING DETN All RAMP Sl1RFIK.'ES BE INSTALLED PLUMB do Scots: Date: SCALE: N.T.S. 11'-0" "-0" 4'-0" MEDIUM BROOM FIN. 1"-r_ TRUE. As Noted 0-12-00 C 4.LOCATE PIPES 6" �` 19'-O" STALL DEPTH O.H,� UIN. CLR. FROM ANY STRUCT. 100.0 06.10 o CL so HANDICAPPED STALL SCALE: PIPE SCALE: 1/8 _ , —O 11 BOLLARD 3- _ ,'-O" 15 ,�:•:,.....:._-•,...�,�_fir:,, _;�...a,. .__- _.._ . . ... _ f I "i i ill,�nu I iilllll I 11! 1111 I III�IIII I III�IIII I Ill�iltl II' I IIII VIIII !III IIII IIIIII�II1I IIII IIIIIIIIICm0LEiIBII1T1STRIP 12 13 IIII I 11111 I4 IIII I 11 1 IIII I11 I I►III IIIII I IIII I I IIII IIII I IIII IIII I II I IIII I IIII lilt I IIII Ili I IIID Ilnlnn nulnu nulnl nu nu unlui'i uiilliii Is Ilii 2l0 �I 22 2I3 2I4 215 28 all �9 29 310 1 #_I 1 1 . 1 i' Kt v �i NOTE: CONTRACTOR TO Revisions: CLEAN ALL SURFACES AND PREPARE FOR FINISH PIPE GUARDRAIL x 1/4 THICK ACRYLIC PLASTIC - DECAL NOTES IMAGE AND LETTERS SHALL io — TUBE SUPPORT (N) GRAB BARS YEN BE ENGRAVED (MIN 1/32 DIST) INTO PLAQUE Q 00 77, 1. SYMBOL SHALL BE WHILE SURFACE. ON BLUE BACKGROUND. (N) W.C. VERIFY HC THE SLUE SHALL_ BE EQUAL 1'-0" SIDES SYMBOLS AND LETTERS Q `" MOUNTING HEIGHT TO COLOR #15090 IN FEDERAL SHALL BE DIFFERENT FROM 2" i _ COMPLIANCE STANDARD 5950. THE DOOR IN COLOR AND � 6 U CV 2. ALL BUILDING ENTRANCES Ll CONTRAST. C14 CONTRASTING COLOR STRIPE, I SHALL BE IDENTIFIED WITH o TYPICAL pp (N) LAVATORY. VERIFY HC AT LEAST ONE STANDARD SIGN. SUBSURFACE IMAGES SHALL BE CENTERED ON PLAQUE. • \ �`�/ MOUNTING HEIGHT THE SIGNS ARE TO BE VISIBLE o M r % COMPLIANCE TO PERSONS ALONG APPROACHING -I s PEDESTRIAN WAYS. STEEL PLATE aU >r•. J m 3. THE BACKGROUND OF — C I SIGNS SHALL BE MATTE, -LAG BOLT ® 24" OC OR NON-GLARE FINISH. r TYPICAL SIGNS O U) i STAIRS WHERE OCCUR III �U 2 EQ. EU. o PROVIDE BLOCKING AS REVD _ 6.-3M TLu o Y WD FLOOR FRAMING O N IV SEE ALSO STRUCTURAL IF c ID SIGNAGE TO MOUNT ON i LATCH SIDE OF DOOR. WHERE THERE IS NO WALL SPACE ON c r THE LATCH SIDE, INCLUDING u DOUBLE LEAF DOORS, SIGNS U SHALL BE PLACED ON THE - _-��_ -- GUARDRAIL - HANDRAIL SIM -S`"`f 12 (N) WOMEN'S REST ROOM SCALE: " 9 HANDICAP SYMBOL DECAL SCALE: 5 NEAREST ADJACENT WALL, 1 V,Y=Y•0' 1/4 -1 0 N.T.S. � PREFERABLY ON THE RIGHT. ~ I 3" �—= NOTE: CONTRACTOR TO •\ o UNISEX SYMBOL CENTERED J Q 12"�. CLEAN ALL SURFACES ° AS SHOWN. AND PREPARE FOR PLAQUE NOTES: -- FINISH � � CO _ HANDICAP SYMBOL 1. PLAQUE SHALL BE 1/4 THICK O ACRYLIC PLASTIC WITH EDGES v O 11"Typ. i . (N) GRAB BARS 6" LONG - IMAGE SHALL BE DOOR ` 00 ENGRAVED (MINUMUM 1/32 " U „ I (N) W,C. VERIFY HC FIN. FLR. MOUNTING HEIGHT DEPTH) INTO PLAQUE.OL MOUNTING FOR FRAMING SEE COMPLIANCE A 2. SYMBOL SHALL BE WHITE ON Bi U STRUCTURAL (N) URINAL. VERIFY HC cV BLUE BACKGROUND. NOTES: W Q � MOUNTING HEIGHT 1 3. PROVIDE RAISED BRAILLE 1) DOOR SIGN - SHALL BE CENTERED ON DOOR AND MOUNTED n- •C COMPLIANCE p0 COPY 'N ACCORDANCE WITH ADHESIVE ONLY) 60" ABOVE THE FLOOR AT THE CENTER • Y J WITH ADA REQUIREMENTS. OF THE SIGN. i 2) ROOM SIGN - RAISED AND BRAILLED CHARACTERS AND PICTORIAL ._�� SYMBOL SIGNS PICTOGRAMS). LETTERS AND NUMERALS SHALL (E) HANDRAIL s . .i •. ..:. s 4• REFER TO SIGN MOUNTING BE RAISED 1/32 " UPPER CASE, SANS-SERIF OR SIMPLE SERIF 2" BEYOND LAST RISER (N) LAVATORY. VERIFY HC 00 DETAIL FROM MOUNTING IYPE AND SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE. o MOUNTING HEIGHT HEIGHT AND LOCATION. RAISED CHARACTERS SHALL BE AT LEAST 5/8 " HIGH, BUT NO a COMPLIANCE HIGHER THAN 2". 5. THE CHARACTERS AND BACK- 3) FINISH CONTRAST - THE CHARACTERS AND BACKGROUND OF GROUND OF SIGNS SHALL BE SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NON-GLARE rA MATTE OR NON-GLARE FINISH. FINISH. BACKGROUND COLOR OF SIGNS SHALL CONTRAST WITH 'i DOOR OR WALL COLOR. - 4)CHARACTERS AND SIGNS SHALL BE INSTALLED ON THE WALL 6'--3" 2 ADJACENT TO THE LATCH SIDE OF THE DOOR. B P AIRS @ OFFICE sc�E 13 (N) MEN'S REST ROOM SCALE: 10 HANDICAP SYMBOL SCALE: 6 TOILET ROOM SIGNAGE SCALE: ('-'' 2 c NTS 1/4"=1'-0" N.T.S. N.T.S. c r 3 1/2• " 2 �. 1/2 " WIDE BORDER RADIUS 2 1 1/2" 1L MIN CORNERAl a BACKGROUND CLEAR COLOR SHALL ACRYLIC ' ' CONTRAST WITH PLASTIC 5/8" THK TYPE X GYPSUM _ DOOR COLOR BOARD OVER METAL OR W V OOD STUD _ SUBSURFACE SILICON I CONTRASTING IMAGES CENTERED CAULKED STRIPE ON SIGN EDGES I RADIUS (TYP.) e 0 1 1/8 NOTES: 1)ATTACH SIGN WITH ADHESIVE ONLY AND CAULK EDGES WITH CLEAR 1 NOTES SILICON. SIGN SHALL BE CENTERED ON DOOR AND MOUNTED 60" �- 'cv ABOVE THE FLOOR TO THE CENTER OF THE SIGN. STRIP MUST BE CLEARLY CONTRASTING FROM SURROUNDING 2)ALSO PROVIDE SIGN TO BE INSTALLED ON THE WALL ADJACENT .� SURFACE TO THE LATCH SIDE OF THE DOOR. "V 3) CHARACTER HEIGHT AND PROPORTION, RAISED AND BRAILLED STRIP MUST BE AT LEAST AS SLIP RESISTANT AS CHARACTERS, PICTORIAL SYMBOL SIGN, FINISH AND CONTRAST, SURROUNDING SURFACE AND MOUNTING HEIGHT AND LOCATION SHALL COMPLY WITH THE REQUIREMENTS OF TITLE 24. Seol U •1�;'�f H/ DRA� TUBE STEEL SIM. sc 14 STAIR DETAIL SCALE. SCALE' SCALE: �� RICHARD E DELL ,r. L 6,my-� NTS 11 NOT USED _ 7 UNISEX TOILET DOOR SIGN 3 �' 412 r N.T.S. PAPER TOWEL DISPENSER/ PASADENA,CA' PAPER *TOWEL WASTE RECEPTACLE DIISPENSERR WASTE RECEPTACLE FIRE DISPENSERI - SANITARY NAPKIN EXTINGUISHER `9 SOAP DISPENSER GRAD BAR IN CABINET `'�- DISPENSER _�_C,� SINK MIRROR GRAB BAR-- Sheet Title LIGHT FIXTURE TOILET TISSUE FLUSH VALVE CO DISPENSER H.C. Details Enlarged Restroom Plans Enlarged Stair Plan a� REFLEC 1E N EDGE 1. O Z oo u X io Z J t n a qp W Z O . ` U 1* t OD -0 M O d p O rn v v 0 v Drown By: Checked By BC RD 6 M 8" MIN. LAVS: INSULATE HOT WATER LINES AND - 12 _ Sc°1e: Y fie: 7N cL 1�. KNEE CLR. DRAINS, PROVIDE 30"x48" CLEAR 24 4XTEND IN FRONT As Noted 6-12-00 FLOOR SPACE FOR FORWARD APPROACH - OF TOILET Prof No.: <N MAY INCLUDE KNEE AND TOE SPACE. NOTES: 1. REFER TO PLANS FOR SIZE AND/OR LENGTH OF GRAB BARS, TOWEL BARS, MIRRORS, COUNTERS, ETC. 2. NOT ALL ACCESSORIES SHOWN ON MOUNTING HEIGHT SCHEDULE OCCUR - REFER 'TO PUNS FOR LOCATION. 100'0006'10 ; H HANDICAP ACCESSIBLE ACCESSORY MOUNTING HEIGHTS SCALE4 HCC3� m --_ _�-_.. - - ...._.,..:�..iY. r:: i •x:r::'r,.�.•+Mp�xw!T+.... ,...'N491�IIM ' Cm ii:iPiliili nulilu iuilllilliulll�;i unlnn Inllnn nuluii nulnu nlilini unln. illlul nnlnu n illnl nillnll 111111111{li I�n�nii unlnn Inllnlllllu11111 LEGIBILITY STRIP '. ' 2 3 a i� • I{O III I PomMP« IS I{a 1�4 { { { GS { ¢ I Id �7 18 I{ 20 21 2a 4 $ �t� 27 28 2C+ 30 , ' hNi I o��I�tINAIi�''IIII'' 06 ' AIN�IA&" � WW 0 wpm* w 1 i -. LP • �u } 6 k' J St r. a f Revisions: a A B C p a Q o a. o c� ' 131.—8 VIF a I 43'-0" 45'-8" 43'-0" a 9.10 (N) WOMEN'S ROOM HC2 (N) MEN'S ROOM 4 ' 006 005 m W O cl l & W / I I Hca (E) RECEIVING I I \ t7� I ( t-HOURU CORRIDOR ` ) Ot 1 °° I I I N . W o a� co I I ® 5 V N. II O m o 25'-7" i� 1-- - - - - - - - - I I 17 (E) JANITOR 12'-0' 12'-OIr \ 9'-4 (E) FIRE 0W W 013 32 II # SPRINKLER RISER H S - Q H ' OO432 .� .!lI8 I - __... ___.... _IIII��IIIIfI1IIIII�I�IIIII�I1 I�I1II-I------�x X`-`---\--—/.i-i��I�(IIIIIlIIf1IIIII IIIII II II IiI I I(I I-\\//Fx\//t 8^•\-/-\JLI�_-lIIIIIIIIIII1IIIIIIIIIIIIIIIIIf--"'---T_-FFx�NNx NXN�_--_t1-�IIIIIIl11IIIIIIII�IIIIIIII---_--_Nx�N X�N 1---J�IIIIIl!1IIIII!IIIIIIIIIIIIII ---- c�-1- -- .oIIIIIIIIfIII�IIIIIIIlIIIIIII---'N�SNx NLN--`l_�r�}III1IIlIII((IIIIiIIIIIII_--R_oN�NXX�N�"---+_l-oF'1I�II(IIIIIlIlIXIIEIIiI-_-1 __ J-_-- --IIIIII1II�IIiIIIIII1IIIIIIIII`---_NXN`N�N`---T,IiI'IIi i---�IIIIAIIIIIIIIIIIIII1IIII!-----N��N+xNNSi---1��II1IllI(IIIfIIIIIIIIIIII "- iiPv___ •-�xfIaI!l - gW��-' -iN -- Fxa _ )II(I- _ -___. -l�I1IIIIIIII�IIIIILIIIIIfI.-T--NNxNS__�III1�IIIIlIIIIII H (E) COOLER(E) COOLER --�1I1II1III+I(IIIIIIIIIIIIiII FhX1 (E�)1TII�IIII� ---`C-^W=_O�`�M'O--am�—T LJ1E�IIIIIIIIR - IIII IIIIIIIIII!IIIIIIIIIIIIIfIIIIIIrI E-)---MACHINE --- RM 0 04 (N) BREAKR ) - ----I - — — -" da4�� SAO��WDEA N� VQa}=A�,f lr' N RECEIVING (E) COOLER (E) COOLER O2 0 0 ® T_�U•.f - .Y fi cln (E) HOT WATER HEATER TO REMAIN aC�_;r )O P0 CPO- (E) MOP SINKTO REMAIN 12' 0" 12'-0" 12'-0" 12'-0 12'-0" (N) REGISTER STANDS VERIFY MAYE AND PRODUCE DELI DELI DELI MILK MODEL W/ GROCERY OUTLET PRIOR TO INSTALLATION. CONTRACTOR IS "060 -0- NEW CASES COMPLETE ELECTRICAL SERVICE PER go—on 8 018 ELECTRICAL DRAWINGS PRIOR TO POS uj -2 6 -0 8 -0 6 -0" 8 -0 6 -0 B -0 6 -7" 61-7" -0 -0 8 -0 6 -0- 8 -0" 6 -0 8 -3 3CONNECTIONS. COORDINATE POS 8 INSTALLATION W/ GROCERY OUT(1 PRIOR 0 TO COMMENCEMENT OF WORK r--7- DOOR F(2 SIZE AND TYPE SEkFx ) Iop1M LL� I 1 CNFC'LE SHEET A-3 L T J o �MILOCATION 1 I - - -- - J PLACEMENT WITH GROCERY OUTLET � I I REPRESENTATIVE � xNEW „( _ EL TYPE A (FOR WALL TYPES SEE SHEET -5) s NEW INT. PARTTON SEE WALL TYPE 'C' (FOR WALL TYPES SEE SHEET A-5)cI 1 1 TL1 - o E(ISTINIINT. PARTITION TO REMAIN 00 iv EXISTING TO REMAINZ c v SALES AREA SCALEa c 0WALLLEGEND NTS in vIXI 0c, I IXI 0c, IxI 1XIX1 196"W X 36"D X 72H ADJUSTABLE WALL RACKINGXI X 96"W X 360D X 48"H ADJUSTABLE RACKING <D372V X 24"D X 480H ADJUSTABLE RACKING "0 N (END CAP) WIDE ISLAND FROZEN FOOD CASE. SEE REFRIG.@n @ @ I--—}-—d �—{——i X, 10101 1 1 1 FxWIDE ISLAND FROZEN FOOD CASE. SEE REFRIGERATION �O - REGISTER STAND COORDINATE W/ GROCERY OUTLET _ _ J SCALE2 Seal � SNLOE5FIXTURE SCHEDULE NTS UT AT (E)COLUMNS 13A5 RICHAPDE.DEL . I- II L__ L_ J 4127 ao COORDINATE RNUTi0NW/GROCERY OUTLETc . REPRESENTATIVE PRlORTONSTAL1n0NmFX6 Fx6 FX Fxr, Fx6 N SEE RACKING ELEVATION 10/A5 g TitleI I o COORDINATE SHELF NUMBER AND HEGHTS W/ GROCERY OUTLET Alteration Floor Plan L (N ABOVE L REPRESENTATIVE PRIOR TO INSTALLATION Fixture Plan� a> NEW OFFICE LOGS All Ei�Jft!ENT MUST BE LISTED BY THE NATIONAL SANITATION FOUNDATION ` - - - - - - - - - - (N) OFFICE (NSF) AND M<<T APKBLE NSF INSTALLATION REQUIREMENTS OR THEIR (E) OFFICE 003 EQUIVALENT. ALL EQUIPMENT MUST BE ON 6" HIGH ROUND. WASHABLE m WATERPROOF DPT CASTERS AND EASILY MOVABLE �T — _ —FX 1 00 SEALED TO FLOOR AND COVED A /8 RADIUS FOUR INCH HIGH E COVE. ' ; ` ' — cM ORIN A PRE OPERATIONAL C%STRUTTION INSPECTION IS REQUIRED N O LATER THEN FIVE (5) WORKING DAYS PRIOR TO THF ANTICPATED OENING OF THE ESTABLISHMENT Drawn By: :_ C he ck ed SEPARATE PERMITS AND APPROVALS ARE REWIRED FOR ALL STORAGE gC RD RACKS. CONTRACTOR TO SUBMIT PLANS AND CUT SHEETS FOR ABOVE—MENTIONED STORAGE RACKS. Scale: Date: As Noted6-12-0 0 FOR REST ROOM FIURE DESIGNATION SEE SHEET HC-2 rrOj,. No.. ALL FIRE CORRIDOR PENETRATIONS ARE TO BE IHR ASSEMBLIES 100.0000.10 FLOOR FIXTURE PLAN GENEAL NOTES SCALSte. oJ 15105SW5 By "- I tI ► `—'"'— "`"""— � 1 i_ __..'.,.�_i.1.n.1l i ilirnll I nu n.—u I.i..ii_Il«n_i.l I__An_1i--.l _. —." - - -- — —.. _. ._.._._•. ,,..........,......--..-.... -.... ..,n.,,...>r.R+.rt_.-_.. _...-.__.._.-..-.._,.....U.._P....t..:....0«._0212 14. Cm LEGIBILITY STRIP o 1OO1.m.I cm 12 13 14 16 17 I8 19 20 21 22 23 24 28 27 28 29 30 O ._:'n;z-�.ua. .W:v te--a•aW.s.W+tt, ,;.*t.3:..igWa.'r ,} J N0�1 I fief Y J`, a. A „ r Ilk, f MMMMON 40 Ilk -non Eno mom r: M �sr ;R*,Y i O O 1 O 11 • 1 • I 1 1 1 /1 1 1 1 11' 11: '11 � 1 11 1, Q rrr�r��r��r �rin MEWAM b NO IIIM �� 11 1 • 1 / / 1 1 1 w 1 1 •• :/ / 1 1 / / � 1 / 1 :� 1 1 y r 1 1 1 f 2 .., F. wlfd r M u 4.� ^,4j Y 1 F i J 1 i DOOR ELEVATIONS DOOR SCHEDULE ,( x� Revisionr MATERIAL LEGEND Q �I MR. CLOSURE AT FIRE MARK MATERIAL _ Q ONLY TME OoORs OR. DDDR _ FRAME DESAtI S RATE NDIMk REMARK _ °MLr W_ j NO• WIDTH HEIGHT THICK MUT. FIN. ELEV MAT. FIN. y� SIU, VCT TILE TO MATrH (E) (ARMSTRONG X51839 FORTRESS WHITE) - CONTRACTOR TO INSPECT AND REPLACE ANY DAMAGED AND ORwwc DEvicE kr�n+orl�0OW-MsY 01 7'-0 -0 - - 1 MTL 4 3/A5 - - - 1 MISSING TILE •/Tlk7 TO READ: /; MRAONM SSE PUSH To oPEN- /;. sALFs 02 7-0 T-0 - - - 1 MTL 4 3/A5 - - - - IA CONC. FLOOR - Q • ALAAY wru sated %'' 03 3'-0" T-0' 1 3/4' MTL 4 1 MTL 4 3/A5 - - H2 1B CONC. FLOOR W/ Z COATS EPDXY SEALER — �� 04 3'-0° 7'-0` 1 3/4' MTL 4 1 MTL 4 3/A5 - 20 ►MN H2 — IC VINYL FLOORING (WWNINGTON kiAGNA - COLOR: GREY STONE) W/ INTEGRAL BASE SEE DTL 20/A5 05 3'-0' 1'-0` 1 3/4' Af1L 4 2 MTL 4 3/A5 14/A5 - H2 2 RUBBER BASE TO MATCH (BURKE COMMERCIAL - COLOR OFF WHITE - COLOR / 244 N 1 06 3'-0° 7'-0" 1 3/4" MTL 4 1 MTL 4 3/A5 - - H2 2A CONIC CURB SEE STRUCTURAL 07 3'-0' 7'-0" 1 3/4" MTL 4 1 MTL 4 3/A5 - - H2 3 2 COATS LATEX ENAMEL PAINT OVER GYP. BD. (KELLY MOORE - COLOR / KM-13L) n 3A FRP PANEL FROM FIN FLR TO BOTTOM OF GYP BD CEILING_- FRP VERIFY COLOR W GROCERY OUTLET REP. � TTN 08 3'-0` 7'-0" 13/40 MTL 4 1 ARL 4 3/A5 - - H2 -- / `1 O 0 - 4 2 LAYERS VT GYPSUM WALL BOARD-PRIMED AND 2 COATS LATEX ENAMEL PAINT OVER GYP. BD. (KELLY MOORE - COLOR KM-13L EMERGENCY E EXISTING TO REMAIN (CONTRACTOR TO CLEAN EXISTING SURFACES) N' Exrt ONLY ku " E 0,0 � O �U Ln W 00 �. v N j I C) m I 10 - J Q o ULd TB TO BE D RMINE GROCERY—GROCERY-WW REP. _ L.L. . WINDOW SCHEDULE Q C)- DOOR AND WINDOW FINISHES WN SIZE FRAME DETAILS W Q � CL N0. WIDTH HEIGHT AUT. FIN. JAMB REMARK MARK MATERIAL . Y Ot 7'-0° 6'-0' ALUM. 4 2/A5e O 4 2 COATS HIGH GLOSS LATEX ENAMEL TO MATCH ADJACENT COLOR w/ 02 7'-0' 6'-0' ALUM. 4 2/A5 i6 03 6'-4' 8'-0' MTL 4 2/A5 PROVIDE ONE-WAY M11100 GLASS Q 04 6'-4' 8'-0" MTL 4 2/A5 PROVIDE ONE-WAY IIRRORED GLASS - 2 f U FINISH SCHEDULE DOOR HARDWARE SCHEDULE •'�' ROOM MBNAME & °r W WALLS Z ZH-Z V DREMARKS 1 1/2 PR. BUTTS: 4 1/2 x 4 1/2 ® ® ® v v= 1 1/2 PR. BUTTS: 4 1/2 x 4 1/2 - STANLEY STANLEY FBB17 FBB179. US26D W/ NONREMOVABLE PINS 9. US26D 001 SALES AREA 1 2 3 3 3 3 E 10'-6" - 1 EXIT DEVICE: ALARM LOCK SYSTEMS #750 1 MARKS 190RFF X 626 LEVER SET 002 1 E OFFICE - - - - - -- LORI CYLINDER (2820-25-1-00-046) TO ACCEPT KEYMARK I/C/CORE BY - - 003 N TO ACCEPT KEYMARK I/C CORES BY MEDECO MEDECO OFFICE 1 2 3 3 3 3 4 - - 1 CLOSER: DORMA 7605. US26D 2 KICKPLATES: OUAUTY 12. US32D 004 CORRIDOR 1 2 3 3 .3 3 4 8'-p' - 1 THRESHOLD IN COMPLIANCE W/ ANSI BOTH SIDES OF DOOR 005 MEN'S TOILET 1 C 20/A5 3A 3A 3A 3A 1 4 - - CABO 117A 4.13.8- HAGER 412S 1 DOOR STOP: IVES #447 B26D16 � 006 WOMEN'S TOILET 1 C 20/A5 3A 3A 3A 3A 4 - - 1 GASKET SET: HAGER 873S-AL 1 CLOSURE O 20 MIN. FIRE DOORS ONLY �- 007 BREAK ROOM 1C 2 3 3 3 3 4 - - 1 SILL SWEEP: HAGER 75OS-AL DOOR HARDWARE NOTES 008 E COOLER - - - - _ _ _ _ _ 1 KICKPLATE: HAGER 12"H. US32D (INT. ONLY) 1, HARDWARE SHALL INCLUDE SCREWS, BOLTS OR OTHER V 009 E COOLER FASTENERS OF MATCHING FINISH AND ALL ITEMS SHALL BE GL 010 E COOLER - - -- - _ _ _ _ _ FURNISHED AS TO PROVIDE A COMPLETE INSTALLATION. 011 E RECEIVING - - - - - _ _ _ _ 2. ALL EXTERIOR DOORS SHALL HAVE CONTINUOUS WEATHER STRIPPING. 012 N RECEIVING to ?A 3 3 3 3 E - - 013 E JAN?OR 3. ALL KEYS SHALL BE SMOOTH OPERATING. - _ _ _ _ _ _ _ _ 014 4, ALL. HARDWARE SHALL CONFORM TO ALL APPLICABLE E COOLER - - - - _ _ _ _ _ 015 E GOOIER STATE & ACESSIBIUITY CODES. (INCLUDING BUT NOT seal _ _ _ _ _ _ _ _ _ LIMITED TO MOUNTING HEIGHTS, OPERATING FORCE, f c do GRIP REQUIREMENTS.) t.•�0V RICHA!'D E.DELL �G 4127 �S PASADENA,C', 1 Sherif Title Schedules F Drawn By: Checked By. BC RD Scale: Date•. > As Noted 6-12-00 5 0 Proj. No.: lei 100.0006.10 N" . '^a o nm ♦ Sheet: Q 0 i ,, -_. .. ,+++rlr•rv......_......-. .. ..._.....r r.....mow,.. _ s N ..'r+P=1' W.iu-::aagyygW:u[.:>vtNM1�tws-..ItlYww. a�M!'fif'^"l. Cm LEGIBILITY IIIIIIIII IIIIIIIII IIII�IIII IIII�IIII IIII�II IIIIIII �Iiil Illl�lul uu�llll �IIII I�Il�in� II I II I11 1 � LEGIBILITY STRIP J,�� J�� j+ '�1 10 I I 12 13 14 18 17 Ig 19 20 21 22 23 24 25 28 27 28 29 3('r 1000=1 ce i , � ) 01 IMI ✓ice' ` . Or 444, d r::, Wmm, Wma e tf ,r v tA, ,k. f r, V I. A i n 1 NOTES: RESPONSIBILITY SCHEDULE LL - LAND LORD RESPONSBiM RESPONSIBILITY SCHEDULE Rwtston•: CANNED FOODS (C ` GENERAL CONTRACTOR PB ONSNII TTY ITEM FURNISHED INSTALLED REMARKS REM FURNISHED INSTALLED REMARKS A RESPONSIBILITY BY: 8Y: - BY: BY: Q OP - OPERATOR RESPONSOUTY _ LL. CF GC OP LL CF GC OP - LL CF GC OP LL. CF GC OP , STOREFRONT-ENTRY/EXIT DOORS PAINTING NOTE: VERIFY PAINT COLOR W CF CONSTRUCTION MANAGER PRIOR TO REMINURSEh[NT, ALL NNIKRCES STOREFRONT • • - SALES • • / WILL BE REQUIRED TO INCLUDE: (1) A VESTIBULE - NON-SALES AREA NO PAINTING NEEDED - CONDITIONAL LIEN RELEASE. AND (2) THE VESTIBULE FLOOR � - - PREPARATION • e /� APPROPRIATE AIA BREAKDONM DOCUMENT. ENTRANCE DOORS • • VERIFY WORKING ASSEMBLYL1 _ CEILINGS • • CLEAN AND REPLACE TILES AS NEEDED Q INVOICES TURNOUT THE AFOREMENTIONED CONCRETE CART PROTECTORS • • VERIFY W/ CONST. MGR. ALONG EXTERIOR STOREFRONT PARTITIONS DOCUMENTS WILL BE DELAYED. IN - - - — _ ADDITION. AN UNCONDITIONAL LIENP.O,S,SYSTEM TOILET ROOMS _ • • HIGH GLOSS ENAMEL - — RELEASE IS TO BE SENT MATHN 20 DAYS CHECKSTANDS • • - -- DOORS AND FRAMES ' • HIGH GLOSS ENAMEL AFTER RECEIPT OF PAYMENT MASTER REGISTER • • EXPOSED METALS o e_ HIGH GLOSS ENAMEL BACKEXTERIOR PAINTING • e NA BACKUP REGISTER • WALL TEXTURING SATELLITE REGISTERS • • J C COLUMNS . - . — -- - • • - SCANNERS � COLUMNS - STAINLESS WRAPS • • IF REQUIRED VERIFY WITH CANNED FOODS N UNINTERRUPTIBLE POWER SUPPLY o • o - A.T.M. PINP/1D� CABLES • • 0)co A.T.M. MODEM • • INTERIOR U L DOORS FRAMES HARDWARE • • VERIFY PAINT COLOR W/ CF CONST,."UCTION MANAGER H 0 SINGLE PORT ATM ORMEI • _ • _ FURR-OUT AC GYP, BD. • e �. 0.2 ! "/0 DUAL FORT ATM OR MEI) • • - SOFFIT do CURTAIN WALL` MY o a� MEI SOFTWARE W/CARO • • CEILING 'T-BAR TILE --- e e _ — V o.` CLEAN AND REPLACE AS NEEDED 0 N to P COMPUTER • • TOILET ROOM CEILING • • CLEAN AND REPLACE AS NEEDED 15 AMP ISOLATED GROUND W/4 OUTLETS • • CRITICAL AREA: DISCUSS TIMING ISSUES W/ CF'S CONST. MGR. PERIMETER WALLS • • PAINT PER GROCERY OUTLETS COLORS 19 1 W SWITCH AT EACH CHECKSTAND CARPET 10 AMP CIRCUIT FOR CHECKSTAND MOTOR & MISE. ' • MIRROR AND OAK TRIM O COLUMN VINYL 3' WALKER DUCT BETWEEN CHECKSTANDS SOFFIT DWILLRES AND TEE BAR '_ • REPLACE AS NEEDED - CAN BE USED BY PHONE CO. FIXTURES AND CASEWORK TELEPOLES • _ INSULATION W ELECTRICAL CUTTING AND PATCHING • e J Q BASIC SERVICE • • 1300 AMP EXISTINGVERIFY TOP SET BASE • . > 2 225 A ELECTRICAL PANELS • + COLUMN ENCLOSURES • e � � DISCONNECTS • • VIA SUB CONTRACTOR FOR REFRIG. AND LL FOR HVAC CERAMIC TILE ADDITIONAL PANELS • • _ INTERIOR PARTITIONS q) BREAKERS • • REST ROOM DOORS • • HIGH GLOSS ENAMEL OFFICES, r = WIRING FOR HVAC INTERIOR SIGN PACKAGE • • ( B.R.. MOP SINK. R.R. TIME CLOCKS • • INTERIOR SIGN PACKAGE INSTALL • • V OPERATIONS SET CREW .� GENERAL LIGHTING OUTLETS • • EXISTING SIGN OUTLETS • • ., � U U SIGNAGE Q 0) BASE OUTLETS • • .0 FLOOR OUTLETS • • BUILDING SIGNS • • COORDINATE W SIGN SUBCONTRACTOR AND CFI'S CONSTRUCTION MANAGER , Y WALL OUTLETS • • ELECTRICAL TELEPHONE OUTLETS LOCATION IN OFFICES AND BREAK ROOM 120 VOLT W/ 2 EA. 20 AMP $ CONTRACTORS • • - j CIRCUITS WITHIN 10' OF SIGN AREA • • SWITCHES ' ' _ BEYOND 10' BY OTHERS e • �1 COMPUTER CABLE • • CAD - VERIFY W CONST. MGR. TIME CLOCK • • a [ ., CSW' CABLE ' ' _ PHOTO CELL • • LIGHTING FIXTURES - • • s REPAiR_AND REPLACE BALLASTS & LAMPS AS NEEDED SLEEPERS FOR ROOF INSTALL BY OTHERS SPECIAL FIXTURES PYLON MONUMENT SIGNS LAMPS BALLASTS • • REPLACE AS NEEDED - ALL LAMPS S/8 4 DOK. ELECTRICAL; _ r i ELECTRICEMERGENCY� " SYSTEM • ' e ' 120 VOLT W/ 2 EA. 20 AMP • e CIRCUITS WITHIN 10 OF SIGN AREA SOURELABEL ELECTRICAL PANELS • • — _ BEYOND 10 BY OTHERS • • IVO SYSTEM • • VERIFY W OPERATOR AND CFS CONSTRUCTION MANAGER TIME CLOCK • • ND SYSTEM WIRING • • VERIFY W OPERATOR AND CFS CONSTRUCTION MANAGER (PHOTO CELL • • ALARM SYSTEM • _ • VERIFY W OPERATOR AND CF'S CONSTRUC?10N MANAGER MARQUEES TELEPHONE SYSTEM • _ _•_ VERIFY W OPERATOR AND CFS CONSTRUCTION MANAGER READER BOARD COFFEE MAKER OUTLET DEDICATED ICE MAKER OUTLETTDEDICATED • _..:_ _.. . __._ _ o HVAC - -- — LANDSCAPING PLANTS * • IF NEEDED, GROCERY OUTLET TO CONTACT LANDLORD WAC EQUIPMENT • • EXISTING _ REPAIRS • e DUCTWORK • • TRIMMING / REMOVAL • • -- DUCT INSTALLATION • • -- - - DIFFUSERS AND GRILLES _ • • LOADING DOCK CONTROL SYSTEM • • BUMPERS • CAS ��' FOR W� ' ' LIGHTING OVERHEAD DOOR e • ' TOILET EXHAUST • � • s'X9' O 22 GAUGE • • LOCKING T-STAT COVERS • GRINDER PUMP _ EMS R CONTROL EXISTING WAC • • WALL PAK UNIT ABOVE LOADING DOOR FIRE PROTECTION W TIME CLOCK & PHOTOCELL FIRE PROTECTION • • SPRINKLER SYSTEM GRID OUTSIDE ENCLOSURES SPRINKLER DROPS • e FENCING - 8' HIGH GATES 4 FIRE EXTINGUISHERS • • CONC. SLAB W RAMP WHERE APPLICABLE Q SMOKE DETECTORS • e EMERGENCY EXIT SIGNS ' • PLUMBING/REST ROOMS REFRIGERATION - PLUMBING REST ROOMS o s SEE PIANS �- PERMIT - • . WATER PIPING _ GAS PIPING • • V SPECS • • REFRIGERATION SUB CONTRACTOR SANITARY SYSTEM •� CASE INSTALLATION • • REFRIGERATION SUB CONTRACTOR PLUMBING FIXTURES • • BREAKROOM SINK. ETC. FREEZER WALK—IN • • REFRIGERATION SUB CONTRACTOR WATER HEATER — 5 GALLON CONCRETE RAMP DRINKING FOUNTAIN ROUGH—IN DELI—WALK—IN • DRINKING FOUNTAIN _ DELI AR SCREEN DOORS • • SERVICE SINK ROUGH-IN • • FREEZER CASES • • SERVICE SINK • • S.oI ��,!� R�, FREEZER DOORS • • TOILET & ACCESSORIES • • — � C�frrx PLUMBING • • FLOOR DRAINS • • �' iilCFi�R� C.DELL �(1 ISOMETRIC DRAWINGS • • FLOOR COVERINGS dt BASE R D � CONDENSATE LINES • • WAINSCOTING • • FRP ENTIRE WALLS IF NEEDED •ELECTRICAL 111• • EDISON TO WORK WITH ELECTRICAL SUB. CONTRACTORS HANDICAP PROVISIONS • _ • SEE PIANS CORE ' ' FRP FROM FLOOR TO CEILING • • FRP ENTIRE WAILS IF NEEDED �, PASADENA,�A CONCRETE CUTTINGWALL • •CUTS. PARKING LOT e • ENCINEERIW.; REPAIRS • • F O``ECs`� C—CWINN,EL ._ STRIPING • CLEANING ' • DEBRIS FROM CONSTRUCTION Sheet Title PLUMBING txM STANDARDS sponsibility Schedule SLEEPERS • • NOTE: ARCHITECT AND EDISON SOURCE TO LOCATE SLEEPER LOCATION — ROOF PENETRATIONS REPAI>;S • • _ REFRIGERATION AND HVAC FOR OFFICE REFRIGERATION ONES � FLOORING _ FIRE PROTECTION: • • _ ASBESTOS ABATEMENT • • IF NEEDED. i GAS HEADS: _ REPAIRS • • REMOVE THE EXISTING CARPETED AREA WITH MATCHING TILE. FREEZER WAIx—IN • • — — — SHOT BLASTING _ • DELI WALK—IN • • — -- FLOOR SEALER WAX • • WAXING TO BE DONE AT TURN OVER TO OPERATIONS f y HOLE BORING • • — -- FINAL FLOOR PREP • • FINAL BUFFING AND CLEANING TO BE FRIDAY NIGHT BEFORE OPENING. CRANE _ VCT TILE COORDINATED WITH GROCERY OUTLET CONSTRUCTION MANAGER FORK LIFT CASE UNLOADING) • • REFRIGERATION SUB CONTRACTOR _ _ ELECTROSTATIC PANNTINO _ __ MISCELLANEOUS AM METAL STORAGE CABINETS • • Drown 81►: Checked W. SCt ENS ._ STORAGE SHELVES • • BC RD CORNER PROTECTORS • • SUPPLED BY GROCERY OUTLET AND INSTALLED BY C.C. LOCKERS ' • Scale: Dote: REFRIOERATtON MONITORS EMS ,— • • TVs O BRACKETS As Noted 6-12-00 i^' OFFICE WORKROOM EQUIPMENT • ' Pro). No.: m>ra ROOF - " BOLDING PERMITS • • 51 CIES DRAINS AND • • RUBBISH REMOVAL • • 100.0006.10 h a ROOF HATCH FINAL CLEWING • • FRIDAY NIGFfT BEFORE GRAND OPENING m ROOF REPAIRS (ENERAI. TO FlX ANY ROOF PENETRATIONS BY MWN SOURCE II BALER 220 4WV • • " 1 o * C:3 ... _-.��.._.....�.__. - ._...r. .....,. a ,..__.. ....... .. . . w.�_..-..�-..� _._�«....._.—. _.�. -_.-+..mow..+--....-.-....._.....,-._ Cm i�Iuu u��nil�nnlinl�nu�ninn�niljnn�nl�uu�iu�ini�ni�nn�iu�ini�ui, nn�ini nn�nn nu�ini nig ilii nig n u ennui nn un nu inn nn nn nn uu nil nil nn III un uu nil n�i gni ini un ilii nn ni LEGIBILITY STRIP iommelee 10 1 I I2 13 14 ! 18 17 IS 19 20 21 22 23 24 2t5 28 27 28 29 30 f �.F a PROVIDE 1/4 " WIDE GYP. BD, CONTROL JOINT CONT. 20 GA. TRACK CHANNEL TOP AND BOTTOM I (:DINT, 20 CA. TRAGI( CHANNEL 10P AND BOTTOM. Revisions: WHERE MASONRY EXP. JT. OCCURS TMP. KENO 1` MIN. LEC Ell END AND SCREW TO "a I I I KENO 16 YIN, LEC Ek END AND SCREW TO JAMB W/ (2) 18 x 1/2 ' S.M.S. Ell LEG-: I I I W/ (2) 08 x 1/2 • S.M.S. EA. E— S/8 ' GYP• BD' (TYPE 'X' WHERE OCCURS) I I _ CUT FLANGES AND BEND BRACE LEG W OVER HORIZ. 7/8 x 20 I I I I I ( 2� P00 x 1 1/2 " W0. SCREWS SUB PURLINS OR BLK'G, AT 16. O.C. VERT. W/ 'HETI�DNF2277 FURRING OIAH). I I I I O O �\ �1� X 1" S.M. SCREW AT STEEL DECK, OR SHOT PNS AT . O E MAX. STAOCERED TMP, I I - U J BRACE ATTACHMENT (SIM,HILT TOST42 (OR OP TRACKO T AT FULL HGT�FTION BELOW). Q FURRING CONTROL JOINT W/ 7/8 ' MIN. EMBED. (Iceo #z388, LARR /2582), — _ — v BRACE LEG - - - - - - - - I - - I o o ° II ° ° l _ _ - - - - AT 1-HR. OR -H O O 1 2 R. RATED WALLS, RETURN (2) LAYERS, I I 5/8 ' TYPE 'X' GYP. BD. THRU WALL AT EA. JOINT. / / Q � Ip I ° I-_ III I I GAP �8 ' GYP. Bo. (TYFE 'x' AT 1- W. RATED) I I ° ° III p ° I ° \ / - R 20 GA. WTL. STUDS TYP. 1 (SIZE AS NOTED ON DW'GS). - - - I I - - 1 5/8 x 20 GA. METAL STUD BRACES UP IN PAIRS O O i p p I OPPOSITE DIRECTIONS AT 4'-0" O.C. W I - (2)-N10 S.M. SCREWS TO TOP TRACK TMP. _ 1/4 ' WIDE VERT. CONTR. Ji, AT 30'-0" O.C. MAX. I II (I I I w PARTITION CONTROL JOINT ALS W/ rXnWu CL'G ZINTS (WHERE OCCUR) TYP. I I 2) 4" x 20 GA HEW..R STUDS 9 IVIED TO � 20 GA. CONT. TOP TRACK TYP. � m TRACK CHANNELS W/�8)) 8 x 1/a " S (I I (2) 8" x 20 GA, HEADER STUDS SCRENRD TO I SET As s1�oMAN AT 18 0.� MUX, IMP, AND TRACK CHANNELS W/ �6) a8 r 1 2 s . p DRYWALL JOINTS 5' MAX. FROM FA END. I I I 8 AS SHOWN�i EBNp O.C. MAX. TMP. AND - A U)U ML- SCALE: 3" = 1 '-O" EXTEND H WEB FLANGES ACROSS BOTH I( I � STUDS W/ /1O x 3/4 • S.u.s. IN FA STUD I I I �pw% 'QB FI�E� S.M.S. L% SDE - SUSP. ACOUST. CL'G SYSTEM AND WALL ANGLE N T '- ALV. WIRE HANGERS EA SIDE 0 O D AT 4'-0 O.C. MAX. TMP. O IUP TO STRUCT. ABOVE TMP, DBI. 20 C11 ,MIB STUDS TMP. ' „ TRIPLE 20 GA. JAMB STUDS TYP, 5/8 " GYP. BD. EACH SIDE FULL HEIGHT w V N 8'-0" MAX. OPENING 12 -0 MAX. OPENING S OAC m MTt. STUDS COMPRES. STRUT. AND SPLAYED Cd. IAT. BRACING WIRES . METAL STUDS AT 16. O.C. TYP. 0 �`'`""�`' �° EG• 'P''R' M. i OPENING HEADER FRAMING SIZE PER SPAN TABLE THIS SHEET AT ta`-o• O.C.o. MAX. EA. WA I � O CHANNEL BRACED TOP TRACK - MANN R1�INERs SCALE: 3" = 1 '-0" v AT 4'-0' O.C. MAX. �� JOISTS OR 2x6 SUB-PURLINS e Z ( 1 5/8 • x 20 GR MTTL STUD CROSS BRACING NON—BEARING STUD SIZES AT 16 .C. AND R-19 BATT INSULATION �.. NO. 6 PAW HEAD SCREWS AT EACH JOIST I :. MMERE REOURED BY SPAN TABLE. WITH FLEXIBLE (DRYWALL) FINISH (L/120) SCREW TOP TRACK DIRECTLY TO SUB--PURUNS W I I Com• Z0 CA. TRACK CHANNEL STUD MAXIMUM FLANGE ALLOWABLE IF PERPENDICULAR TO PARTITION) OR IJ Q I I _ Ell (2� NO. 10 x 3/4 " S.M.S. SIZE BRACE SPACING HEIGHT R PROVIDE 2 x BLOCKING O 24' O.C, W/ 61v1AX. Ell STUD TYR (2)-16d NAILS EA. END (IF PARALLEL TO PARTITION) I 2" I I 20HDS358 2'-6" 21'-4" 2 00 YNEB CTIFFENER 20HDS400 2'-6" 23'-0" CONT. 20 GA. LONG LEG TOP TRACK W 1 �I10 x 1' (� 6'-0" MAX. MAX. TIP " " �' WOOD SCREW AT E/1. SUB-PURLIN OR BLOCK NP. I I I Lj 20HDS600 3 —3 31 -0 DO NOT SCREW GYP. 80. OR STUDS TO TOP TRACK! O S � EDGE•IW(Ui�IE CROSS RUNNER I I - - - - - - .- - O NON—BEARING S UD SIZES AT 1 " O.C. 1 1/2 " x 20 GA. CONT. STRAP FLANGE BRACING U I WITH BRITTLE TILE) FINISH (L�360) B TOP TRACK AT WOOD TY TOP w/ BLOCKING BS NOT STUDS IG 8'-0" O.C. O TMP. WHERE DRYWALL IS NOT FULL HEIGHT. � LL- .- 5/8 ' CLIP. BOARD IMP. ACOUSTIC TEE PANELS M. I I /—\ /'-1 SEE SPAN TABLE FOR SPACING OF FLANGE BRACING � U(� SUSPENDED CEILING DETAIL -1 —J STUD MAXIMUM FLANGE ALLOWABLE ., 1 o SIZE BRACE SPACING HEIGHT W Q 0) c GALE: ,3 = 1 -0 SUSPEND ACOUSTIC CL'G SYSTEM FROM STRUCT. — — T — — -- 20HDS358 2'-6" 14'-g" , Y ABOVE O FOLLOWS. I I 20HDS400 2�-6M 16�-�" 5/8 " GYP. BD. BOTH SIDES (TAPED do SANDED W/ n FROM STL RUNS:.: 10 CLOSED EYE SCREW. 0 SMOOTH FINISH, U.W.O.) TMP. o O FROM STL PURLINS: 'HTI' cca7/ON2a COMBINATION I I 20HDS600 3 -3 22 -1" CL'G CUPS=NS (ICBG 0o2368, LARK 2582) 0 3n OR EO., OR CLAMP ON 'UNISTRUT' CHAINNEL� AT ( I ;: MErAI snHD ,, AT 18. O.C. METAL STUDS O 16" O.C. (SIZE AS PER SPAN TABLE), I 4'- O.C., PARALLEL WITH RU RUNNERS BELOW. �� FLANGES BRACED AS PER DETAIL THIS SHEET TYP. I FROM sTL BAR JOISTS: TIE CONIC. DBOTT.ECK FLANGES. Lw 5 6 DRYWALL ONE saoE YP. SINGLE SPAN CEILING JOISTS AT 16 0.C. WITH 1 FROM OOMC//sTL DECK OR CONC. DECK: I I E AN (ABLE THIS SHEET FQI SIZE, 'HILTI' TB 27 S12 (CM 52388, LARR X2562) OR EO SPAN MMR, AND TOP FLANGE BI`ACINC. SINGLE LAYER GYSUM BOARD (10#/SF TOTAL LOAD) I I I . JOIST LATERAL SUPPORT OF COMPRESION FLANGE ° ' I MIRE SPLAYED COMIPRES. ►'.• CONT. TRACK SAME GAUGE AS STUD) W/ STM 1/2 • EA(T:4'-0' MAX. HGT, I I . TAPE JOINT AT CORNER M. e • e • e • o • e • e 'HILTI' DS 42 .177' DIA OR E0. SHOT PINS N FOUR DIRECTIONS �/< • 5;-2' SIZE ) 90" APART 0 12'-0" i 6-6' NONE MIDSPAN THIRD POINTS FULL • AT 2'-8" O.C. W/ 1/3 OF SLAB THICKNESS EMBEDMENT ' " ° ° • : °• : °• ' (I.C.B.O. /2388.) OR E0. TMP. O.C. MAX. EA WAY. ; ;�� ' 8oT6p. 5/8 ' DRriMALL OVER METAL STUDS AT 16" O.C. TYP. 20HDS400 81-6* 12 -0 14 -8 17 —4 20HDS600 9'-6" 13'-6" 16'-8" 22'-9" PAIR 1 5/8 ' x 25 GA. �'TUIjS CONCRETE SLAB BACK-TO-BACK: 10-o AIAx. O BASE TRACK AT SLAB PAIR x 1/2 " x 25 GA.STUD� BACK-TO-BACK: ,s-D • CEILING JOIST BRACING �j SPAN TABLE STANDARD PARTITION SCALE. 31' = 1 '-0" `-' SCALE: NONE 4 5 1 RS SCALE: NTS WIRE Q 4 0 4'-0. O.C. MAX. r A EACH WAY (TYP.) LATERAL SUPPORT FOR STUD FLANGES RUNNER TRACK SAME WALL COVERING ATTACHMENT v GAUGE AS STUD 20, 18, 16, AND 14 GAUGES, NDS, XHD, AND XXHD MINIMUM 1" WIDE ,T6DS. NO PUNCHOUT WITHIN 12" FROM END OF STUDS APPROVED LATHS N8 x 3/8 " HEAD SHEET MET_AL TOP 1` + FLANGE FOR PLASTER SCREWS (1/4" PENETRATION') SUPPORT \ OF BRACING. SEE Q WHEN TRACK IS ATTACHED DIRECTLY TO _ SPACED PER TABLE 25-C UbC SPAN TABLE FOR SPACING p STUD FLANGE, A STANDARD /E x 7 16 UD BOARD AND/OR ATTACH PER TABLE 25-G UBC ?' Ik` CEILING TEES TYP. PAN HERO S.M.S. MAY BE USED. WHcN ONE-PLY GYPSUM STUDS �O' FLAN ES ARE ATRYWALL TACHED A7 SAAMDE TIME, GYPSUM LATH DISTANCE OF TOP OF WALL STRUT DETAIL A STANDARD (MIN.) 1" LONG DRYWALL COVERING TO \ OF BRACE SCREW MAY BE USED. ANY COMBINATION TWO—PLY GYPSUM ATTACH PER TABLE 25—G UBC NOT EXCEED MAX. SPACING j METHODS WALLBOARD AS INDICATED IN TABLE. NO SCALE IN THE ABOVE REC ON OF A COMPLETED WALL. • 6 PHILLIPS BUGLE HEAD PLYWOOD S REWS (i/4" PENETRATION WHERE WALL COVERING L _ TYP. STUD/TRACK CONNECTION SPACED PER TABLE 25-G UIc OCCURS ONE SIDE, V BOTTOM BRACING IS REQUIRED CEILING :> U S P E �� S ! 0 N NOTES NOTE: WHERE WALL COVERINGS AND/OR BRACING. AT MAX. SUPPORT ON OPPOSITE SIDE ONLY. T SPACING INDICATED, DO NOT OCCUR, ALLOWABLE COMPRES- SNE STRESS AND RESISTING MOMENT MUST BE REDUCED IN WALL SECTION a SMALLER ATTAN NO. DEVICES SHALL BE AN APPTiOVED TYPE. SUSPENSION WIRES SHALL BE ACCORDANCE WITH U.B.C. STANDARD Na. 22-1. SMALLER THAM LA0. 12 GAGCE SPACED AT 4'-0' O.C. ALONG EACH MIN RUNNER. EACH WIRE SHALT t BE ATTACHED TO THE CEILING MEMBER AND THE SUPPORT ABOVE 'WTH A MINIMUM OF THREE SCREWS OR OTHER APPROVED MECHANICAL -+ FASTENER WHERE WALL COVERING 1 1/2 x 1 1 2 x 'W' ANGLE SAME t TURNS• CONNECTION DEVICES AT THE SUPPORTING CONSTRUPTgN g{AL BE CAPABLE OF CJ►RfNNC DOES NOT OCCUR. GAUGE AS STUD�OIST NOT LESS THAN 100 POUNDS- MMES SHALL NOT K" MORE THAN 1 IN 6 OUT OF PLUMB UNLESS � � FOR BLK'G 20 GA. AND LESS P COIOP� WIRES ARE PROVIDED. A TRAPEZE SWILL BE USED WHERE OBSTRUCTIONS STUD JOIST— USE NO. 8 SCREAM TO ATTACH ANGLE TO WEB, I I w CUT FLANGES OF TRACK AND PRECLUDE � SUSPENSION. (2) FOR STUD/JOIST 4' OR LESS IN DEPTH, a BEND WEB W/ (2) 8 TRACK/RUNNER 3 FOR STUD/JOIST GREATER THAN 4" TYP. I SCREWS TO STUD SIDE. H- SAME GAUGE AS FOR 18, 16, AND 14 GA., WELD. TERMINAL ENDS OF EACH CROSS RUNNER AND MAIN RUNNER SIWl BE INDEPENDENTLY SUPPORTED STUD JOIST MI WALL � A MAXIMUM OF 8" FROM THE WALL OR CEILING DISCONTINUITY WITH NO 12 GAUGE Wff_ 1' WOE FLAG jA. COVERING � �N• ONE SIDE ((WHERE I ( CONT. STRAP OR CHANNEL CUT FLANGES dl OCCURS) I OVER BLOCKING TMP. HORIZONTAL RfSTRAIHTS SHALL BE EFr�TED BY FOUR LA0. 12 CAIKE WIRES SECURED TO THE MANN BEND WEB 1' �%'? , RUNNER WITHIN 2. OF THE CROSS RUNNER NTETtSECTON AND SPLAYED 90 DEGREES FROM m EACH OTHER AT AN ANGLE NOT TO ETICEED 45 DECREES FROM THE PLANE OF THE CEILING A FND WEB STIFFENER FOR ALL STUDS SECTION THROUGH STRUT FASTENED TO THE MAN RUNNER SHAH BE EXTENDED UP AND FASTENED TO THE STRUCTURAL OAT. TOP TRACK Man SUPPORTNC THE ROOF OR FLOOR ABIM. THE STRUT SWILL BE ADEOUATE TO RESIST THE ATTACHED TO STRUCTURE BRACING DETAIL VERTICAL COMF'OIIENT INDUCED BY THE BRACHNC NARES THESE HORIZONTAL RESTRAINT POLAR TWO //12 x 3 4 " SCREWS R BRACED TMP.). METAL SWIM BE PLACED 12'-0' ON CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT NATI#N 8'-0" FROM PIECE OF STUD OR V1ELD AT TOP AND STUDS Seal EACH WALL" ATTACNEEHT OF THE RESTRAINT NARES SHALL BE ADEQUATE FOR THE LOAD UNPOSED. 35 5l(8 *GAUTIN.) WIDE. BOTTOM OF JOIST PIECE OF JOIST 8" LONG rLAAGE8 SCREWS EACH STUD S<•t ll ��(� AS JOIST G SAME SIZE AND GAUGE COVERING WHERE NO WALL 18, 16, dt 14 GA WALL COVERING ONE SIDE ONLY ,c� COVERING OCCURS STUD (WHERE OCCURS) ATTACH PER UBC (1• .!• LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MMNNAl1M OF 8• FRAM ALL HORIZONTAL AS JOIST BLK. TO ) PPM OR DUCTWORK THAT IS HOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL WALL COVERING MIN. OF (4) SCREWS PER BILK. RICND,fD E.DELL FORCES, BRACING MARES SHALL BE ATTAINED TO THE GRD NO TO THE STRUCTURE IN SUCH A NE SIDE F'D WI ER THAT THEY CAN SUPPORT A MON LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL / / WHERE DESIGN LOAD, WHICHEVER is GREATER, WITH A SAFETY FACTOR OF 2. RVHE RS) STUDS METAL JOIST • \ PERMIER Mnam SHALL BE CONSIDERED AS AESTHETIC CLOSURES WITH NO STRUCTURAL VALUE. PASADENA,C�1/ ENDS OF MAN RUNNERS NO CAM RUMERS SHALL BE TIED TOGETHER TO PREVENT SPREADIK SPUCE IN STRAP OR t3�, � MMI RUA:NERS IMO CROSS RUNNERS MAY BE ATTACHED AT TNI► ADJACEN WALLS WITH CLEARANCE CHANNEL (WHERE REO'D) BEARING WALL OR BEAM BETWEEN THE MALL AND BUNTERS MAINTANFD AT THE OTHER 1h,J WN.LS. 20 CA. x 1 1/2 " WIDE STEEL STRAP 91� . (l��C J 1 1/2 BEARING WALL OR BEAM 3 1/2 (MIN.) INTERIOR BEARING BLK'G SAME INTERMEDIATE AND HEAVY DUTY CELL= SYSTEMS SHALL BE USED FOR SUPPORT OF L1GW FIXTURES (MIN.) GAUGE AS STUDTONT. BTWN. BLK'G (EA. SIDE WHERE Shoat Title ALL UOMING FIXTURES STALL BE POSRIVELY ATTACHED TO THE SUSPElMi Cam SYSTEM:. THE INT. END CEILING JOIST WEB STIFFENER AT EACH END OfNQ WALL COVERING OCCURS) W/ ATTACHIEM OEIACE SWILL HAVE A CAPACRY OF f00>< of THE LKTF(T1NG FAfiT1RE wEDHIT ACTING BEARING WALLS AND AT (1) /8 SCREW TO EA. STUD FLANGE iscellaneous Details N ANY DIRECTION. M14EN MNIENIEONIE SYSTEMS ARE USED LA0. 12. CAU(E HANCIOt MIRES SWM. BE 8'-0" MAX. O.C.01D (4) TO EA. BLK'G PIECE TYP. ATTACHED TO THE pRp ME1i18ER5 MI O 3 OF EACH C ikiv OF EACH FIXTURE. TANDEM FORURES JOIST WITH WEB ATTACHED TOP PLAN OF I, MAY UTILE CDMIM N MIRES, WHEN HEAVY DUTY SYSTEMS ARE USED, Sl1PPlE DAL HANGERS ARE AND DWITOM, WITH TWO D TO x NOT REQUIRED IF A 48' MOD" PATTERN IS FOLLOWED, BRACING OFDETAIL 3/4 " LONG SCREWS OR WELD DEEP LEG TRACK OF CONT. STRAP OR CH NNEL TOP AND BOTTOM SAME GAUGE AS JOIST OVER BLOCKING TYP. M►EKO- 1 LESS THA'! 56 S CONS CTED HAVE, IN ADa110N O THE ABOVE USED AS LEDGER. CONT. BOTTOM TRACK REU,tLINE1 A TWO LA0. 12 GAUGE HANDERS CONNECTED FROM THE FMIURE HOUSING PON THE � (ATTACHED O STRUCTURE) ` SIRUC7URE ABOVE. THESE WHRES MAY 8E QACK. 11CH1NIC Fb(TUHRES MIEHCHMNC 56 POUNDS OR MORE WHAM o�EcilY FPM � �URE ABOVE ITY ST APPURE A HAN USANIERS, NO.PENDANT-HUNG ISOMETRIC OF BRACING I�ITNG FIX1lAICS SHALL BE SIIPPpR1ED ONIECTLY FROM T►ti S1RUC'iIME ABOVE USING LA0. 9 CADGE NARES OR APPROVED ALTERNATE SUPOIR M MUT USING THE CELNNO SYSTEMA FOR DIRECT SUPPORT. ( I ICBo-RECOGNIZED M EI AL JOIST HANGER EITHER SID CEL�IiC MDUWTED AIR TERMIKS OR lE1l1 M WL 6MW LESS THAN 20 POUNDS SWILL BE ATTACHED OR SADDLE -- P0611TVFLY ARAQEO ro THE MINI � OF SAME GAUGE PROVIDE WELDED CONNECTIONS WHERE DETAILED ON DRAWINGS. RUIMETIS OR CROWS' RANHERS MRH THE SNE CARRYNC (MIN' IF REQUIRED FOR NON-BEARING PARTITIONS OR CEILINGS, A SPECIAL Drown W. Checked By: a CAPAW AS MAIN RU NIC& SERVHCFS man 20 FOU.WA BUT LESS THAN 56 POUMIS SHALL HAVE. AS JOIST TYP. INSPECTOR SHALL VERIFY THE MATERWLS, QUALIFICATIONS OF WELDING BC RD � s N AIDDTTHON TO THE ADM TWO NO. 12 WM HANGERS CONECTED FROM THE TOOK OR WEB STIFFENER PROCEDURES, AND WELDERS PRIOR TO THE START OF WORK; PROVIDE t SERVH>rE TO THE ABOVE. THESE �g Wy BE SUS, SERVHH:ES WEOMIC MORE THAN 1 1/2 " (MIN.) 1 1/2 EA. JOIST TMP. SEARING (MIN) PERIODIC SPECIAL INSPECTION FOR WORK IN PROGRESS; AND VISUALLY Scale. Date H 56 POUNDS SHALL BE SUPPIORIED OIIEt,`RY FROM THE STRIHiJTUE ABOVE BY APPROVEII HANGERS BEARING INSPECT AL WELDS PRIOR TO CC`ARING WALL As Noted 6-12•-00 i 3 ' f INSTAL METAL STUDS PER LC.A.O. 1719 OR E0. TMP. - h ALL PARTITIONS SHALL BE BRACED JOIST REINFORCING DETAILS SUBMIT SHOP DW'GS AND STRUCT. �C S FOR ANY ALTERNATES �J• No.: ,°a c NTLY FROM THE CEN.NNC SY51EY, 100.0006.10 �' hm� SUSPENDED CEILING DETAILS - 6 TYPICAL METAL STUD WALL �: 0 d j SCALE: NONE C3 —' SCALE: NTS �j' I ........ .�.,i` y.,_. . . arm+s"� •••:c.-»..:.,m:n. r+r�+r�R•.,....rr, I l( G �lul Ilul,'II ILII!iilllllllllllllllllllllllllll'IIIIIIIIIIIIIIIIIIIIIIIII!III 77711 LE8I9ILITY STRIPOmm.rcm IrZ 13 14 18 I? 18 19 20 21 22 23 24 28 26 27 28 29 30 • q 1 1 OI _ 0* a. a a Revisions: Mil. EDGE TRIM, TMP. 0 5 1/2' CONC. & MTL_ V.I.F. 0 1/20 GYP. BD. O LK ALL JOINTS TYP. 1/2" GYP. BD. BLOCKING AS REOD --- I NC LOADING DOCK DOUBLE METAL x I DOOR DOUBLE METAL WELDED WELDED STUD INTEGRATED 3- LARGED OPENING SEE STUD HEADER O JAMB I HEADER of HE/�,�,t� I BACK SPLASH OL 23' AND CLTbCAr TION 5/8� METAL TRACK BY SEALANT BOTH 1/2' MTL. CORNER TYP SINGLE BOWL SS GYP. BD MANUFACTURER ,/2• 0 SIDES SINK R FULL WEATHERSTRIPPING BY iv - UNDER THE COUNTER II i c0 T I,�TCH NTIC MANUFACTURER N --16 GA HOLLOW 16 CTAT HOLLOW FRAME REFRIGERATOR VERIFY I"F I OR AND RED ro) RUBBER GASKET BY FETAL FRAME W PAIN 0 MATCH i X -pper MANUFACTURER 3 MTL. ANCHORS ADJACENT WALL _ HaN�9PERATED O JIHIMB 2 MTL.. E T. // (E) CONC FLOOR ORS HEAD 4' X 4' SINGLE C) o +8- STRIPPING O WELD 3 598, PANE (ONE WA VERIFY VERIFY . — 1 1/8, 4 7/8 TEMPERED GLASS O !=(nU EXTERIORCAULK ALL 1FRAME 4 Gk H.M. M Z WINDOW EDGES IMP. SURROUND �' WOOD FAIN a ° c V o'� SHIM j CONTROL v 0VERIFN m LOCATION WITH MANUFACTURER r VERIFY W/ GROCERY OUTLET REP. OLL UP DOOR HEAD SCALE 5 OLL UP DOOR THRESHOLD SCALE 4 INTERIOR DOOR HEAD- JAMB SIM NSE 3 WINDOW HEAD - JAMB SIM SCALE 2 CABINETS BREAKROOM SCALE NTS 1 J Q 3/4- PARTICLE BOARD HORIZONTAL STEEL R-19 BATT = 0 RUNNERS INSULATION (� 0 z VERTICAL STEEL SUPPORT HEADER i ! L z0 5 z POSTS W/ ADJUSTABLE PROVIDE MIN 2- SEE STRUCT. j SEALANT W/ BACKERROD AS () 5 OPENINGS 5/8 TYPE -X GYP.BD. - REQUIRED = DRAINAGE OPENING AT ONLY IN AREAS AS 1/4- SHIM AS REO'D N 2 — ALL CORNERS _� I � � � NEW SILL SET IN ELASTOMERK; 1% U } INDICATED ON PLAN TAPE TO SPAN IRREGULA,RITEES I I ii V PLYWOOD SHEATHING �� g } ' CONC. CART STORAGE 11z 7SEE STRUCT. I i ALUM. WINDOW/FLASHING ! I ! Q AREA (FLASHING BY WINDOW MANUFACTURE) i I �� DOOR, SEE DOOR SCHED. •C 1 N PROVIDE #4 EPDXY SET - - - '� SEEmSPEUOUS SOFFIT VENT EXPANSION JOINT I EXPANSION JOINT O I �• Y REBAR ANCHORS O 24 . a U) ` •r: >. : _45. ALUM. THRESHOLD Z — - •j- MOLDING -7/PLASTER W( PAPEg FIN. FLOOR 2X SLOPE FIN. FLOOR l— o w BACKED ��1 17 WIRE y'r •o MESH WHERE OWAS �A' A•:' �.'• y.::f yJ..•:, •,WALK•' �r', •.f t•: !t 1. « d .t. • / ••i•�,• CAULK & BACKER �• 'f.. • •• '�•. ••.,. •• '�� .i•••�.' •. •'• •', - .'•' ~' .i "i • •... • O I •,`,�.• ..•f w•}, �► ••:•••', .•.•:; CAULK ".�a• ••:� 1�• ..i' 'f.'•••' . •. • .I• • •: i.. •'••• •.. • �•. .I.,'!• �• .. '�. '• ..A.. •• t' .'f • •' �, • • .r • ....•• . r NOTE DOOR HEkD SIMILAR FOR REFERENCE ONLY FOR REFERENCE ONLY FOR REFERENCE ONLY I 1 SCALE SCALE SCALE SCALE SCALE � DISPLAY SHELVING �S 10 CART STORAGE NTS �I STOREFRONT-HEAD NTS 8 STOREFRONT-SILL NTS 7 STOREFRONT-THRESHOLD 6 1 NTS V r- 3 1 ---------------I P I BLUE I c4 I BACKGROUND I WHITE I V.I.F. I NOTE: LETTERING — / n.,CHM swo w MUST MEET w HOLLOW METAL DOOR fir/ ( Of % REQUIREMENTS FOR I A (E) CMU WALL PER DOOR SCHED. ( ` L— — — ACCESSIBLE SIGRAGE 5/8' TYPE X � 5 8- GYP BD. GYP BD. 1/2• GYP. BD. �� / / 5/8- GYP B • Ii.M. FRAME BEYOND MTL FRAMING 2X FRAMING SEE 3 5/8 STEEL .' I STEEL LINTEL SEE I5EMKO AUTOMATIC STUDS O 24- s STRUCTURAL _ 36 MIN STRUCTURAL � � DOOR BOTIOM •' . ; FRAMING VERIFY V CLEAR AISLE SEALANT BOTH W/STRl1CTURAI •. 1/2- SIDES r �+: c PLYWD SHEATHING SEE ALUM. THRESHOLD PER '.j; STRUCTURAL FOR SIZEIS GA. N —METAL FRAI�E�W/ ADA REQUIREMENTS a Fol - o o .......•.•.•...•.•.•.•.. : 01 3 MTL ANCHORS FINISH FLOOR I :t. D O .IAMB 2 MTL '� I► ANCHORS HEAD ® D T WELD 3 5p1 . PEMKO DOOR BOTTOM 'I ►� / ° 101 1 8, 4 7/8 ° ° PROTECTION rSTORIIPPI WEATHER R� c a � MA NG SEE SCHEDULE �—CONCRETE SLAB U .::.:••.. �� .:.: .'".....'' a •V 1 HOUR ASSEMBLY BASED ON CONCRETE SIDEWALK •••••••••••• •• •••••••• •••' UL DES U465 CONTRACTOR TO VERIFY MAKE AND MODEL OF REGISTER STANDS AND FOR PARTITION FRAMING AND DESIRED CONFIGURATION WITH GROCERY OUTLET REPRESENTATIVE PRIOR ANCHORING DETAILS SEE TO INSTALLATION - FOR REFERENCE ONLY A,7/A4 I SCALE seal •-L;;LJ Aja EXTERIOR DOOR JAMB (HEAD SIM.) SCALE 1 EXTERIOR DOOR THRESHOLD SLE HC REGISTER LAYOUT SCALE WALL TYPE 3,�• 5 "r 14 ws 13 S _ S 11 �� ff .�. j I 1 2- FIRE RESISTANT PLASTIC LAMINATED RICf IA PO E.DELL ATL. STUD PARTITION SEE f PLYWOOD COUNTERTOP COLOR 4121 ,..--VINYL BASE PER GROCERY MTL CORNERS TYP AT ALL PER OUTLET COLOR FINISH SCHEMOLE i OUTSIDE GYP. 8D, LOCA NS S/8- GYP 2'-8• PALETTE PASADENA,C EXISTING WALL - CAULK TMP. (N) L WALL FRAMING METAL FRAMING RSP TYP UFACTURER ' EXTENT► VINYL I ''"".,? ^R . ALACO MODEL # / (2) LAYERS 5/8' TYPE sh.et rtl• COMPOSITE FLOOR ' f TO REMAIN EXTERIOR WALL GYP. 8D. Miscellaneous Details i' d• MIN. UP WALL M LADDER OR EQUAL \ 10- ON SC AS INDICATED ` ATTACH LADDER W/ BD. EACH- TYPE 10 SIDE OVER SHEET A3 FASTENERS PER \ / 3 5 8 METAL STUDS V SUPPORT BRACKET O ON SCHEDULES / - MANUFACTURER 1 HR. CORRIDOR 1d' D.C. 48' O.C. MAX, RADIUS INSTRUCTIONS - _ �COMPOSITE , �D P�� SEE P� _ VERIFY SECURE / PROVIDE BLOCKING AT FLOOR PER FINISH I I MTL CORNERS TYP AT ALL '' COMPLETION (2) LAYERS 5/8ASSEMBLY UPON " TYPE 'X' CONNECTION POINTS SCHEDULE I OUTSIDE GYP. BD. LOCATIONS GYP BD EACH SIDE OVER 5/8- THK. GYP. BD. EXISTING WALL EXISTING CONCR�.TE gyp, • NOTE: VERIFY -- FRAMING MATERIAL SLAB ATTACHMENT TO / \ . NE GASKET FRAMING BEYOND PROVIDE BLOCKING OCKI NG AT Drown By. Chocked By. sHor PINS o BDrroM eC RD (E) TRACK SEE A4 BASE. SEE INTERIOR � FINISH SCHEDULE Scale: Date: '• TO REMAIN As Noted 6-17-00 ' / \ PLATE CONNECT � NOTE: JANITOR AND LOCKER+ PER ms►/µ 11000.00006.10 i ROOMS SIMIUIR EXISTING CONCRETE FLOOR SCALIE Shoat: AC35 INTRAGAL BASE @ RESTROOMS � 20 RTITION @ WINDOW DDER ANCHORAGE DTL. � 18CORRIDOR ASSEMBLY �0 17 COUNTER FRAMING , , •�`;_ 16 16706 SW 116th Ave. SUP 2000.00272 17 of 17 Cn1I �� ' ...,..wr•r.,.,.«wm•... ..— ---_. _ -- W�......w..�«..wia....wr..ar..mc _.. _.- W,.... _.._. ._- , �o.MI.� I Iij�nllii�ilnilluur�i�!ullnilluulnlll�uilui�uulinluului�nilun niilun uuluii nnjun unliiu unli�r••tiulnn uulnn n ilnn nnlnu nii�nu niilnn unlnu nnlnn nnluu i�� j �u iuijnn nnluii nii�iui nuluii uiilun LEGIBILITY STRIP d bb J� Ilo III IIz 13 14 1 18 17 Id 19 20 21 22 23 24 25 28 27 28 28 30 t :. 1 1 OI tl � •f ;t m• wM�•,