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HomeMy WebLinkAbout10150648.pdfABBREVIATIONS in to AT A/C AIR CONDITION ADJ. ADJACENT, ADJUSTABLE AFF. ABOVE FINISH FLOOR A.H11. AIR HANDLING UNIT ALUM, ALUMINUM APPROX. APPROXIMATE ARCH. ARRCCHITECTURALH#TECTURE, ATTK ATTENTION B BLDG. BUILDING BLK BLOCK BLKG. BLOCK(ING) 6.4 CAB. CABINET C.L. CENTER LINE CLG. CEILING CLIR CLEAR C.M.U. CONCRETE MASONRY COL. COLUMN CONC. CONCRETE CONT. CONTINUOUS CPT. CARPET D DBL. DOUBLE DEPT. DEPARTMENT OF.T DRINKING FOUNTAIN OIAG. DIAGONAL DIM. DIMENSION ON. DOU.N DR. DOOR DWG. DRAWING DWR. DRAWER E EA EACH ELEC, ELECTRIC, ELECTRICAL ELEV. ELEVATION Ea EQUAL EQUIP. EQUIPMENT EXIST. EXISTING I" FAB. FABRICATE F.F. FINISH FLOOR FIN. FINISH FIXT. FIXTURE F.OF. FACE OF FURRING F.O.C. FACE OF COLUMN OR CONCRETE FTG. FOOTING FUR. FURRING G GA. GAUGE G.C. GENERAL CONTRACTOR GYP. BIRD. GYPSUM BOARD H WTT.. HEIGHTBIB H.M. HOLLOW METAL HVAC HEATING, VENTILATION, AIR CONDITION HA HOT WATER INSUL. I INSULATION INSTL. INSTALL J.B. JUNCTION BOX JST. JOIST K KIT. KITCHEN L LAM. LAMINATE, LAMINATED (PLASTIC) LAV. LAVATORY LB(S). POUND(S) M MACH. MACHINE MAINT. MAINTENANCE MAX. MAXIMUM MECH, MECHANICAL MED. MEDIUM MET. METAL MFG. MANUFACTURING MFR. MANUFACTURER MID. MIDDLE MIN, MINIMUM MISC. MISCELLANEOUS MTD. MOUNTED MTG. MOUNTING MUL. MULLION N NA. NOT APPLICABLE NF.PA. NATIONAL FIRE PROTECTION ASSOCIATION N IC. NOT 1N CONTRACT NO. NUMBER N.RC. NOISE REDUCTION COEFFICIENT N.T.S. NOT TO SCALE O O.C. ON CENTER OPNG. OPENING OPP. OPPOSITE P PCF. POUNDS PER CU51C FOOT P.LAM. PLASTIC LAMINATE PLAS. PLASTER PNL. PANEL PROJ. PROJECT, PROJECTION P.S.I. POUNDS PER SQUARE. INCH Q QTY. QUANTITY R R. RISER, RADIUS R.D. ROOF DRAIN REF REFERENCE REFRIG. REFRIGERATION OR REFRIGERATED REG. REGISTER READ. REQUIRED REV. REVISION RFG. ROOFING RM. ROOM R.O. ROUGH OPENING S SERV. SERVICE SHWR. SHOWER SIM. SIMILAR SPEC. SPECIFICATIONS SQ. SQUARE ST. STREET S.T.C. SOUND TRANSMISSION CLASS STD. STANDARD STL. STEEL STOR. STORAGE SU5P. SUSPENDED T TEL. TEELLEP1P14ONE TEMP. TEMPERATURE, TEMPERED TYP. TYPICAL U U.B.C. UNIFORM BUILDING CODE U.L. UNDERWRITERS LABORATORY U.0X UNLESS OTHERWISE NOTED V VCT VINYL COMPOSITION TILE AST. OTIISULt VENT. VENTILATION W W/ WITH W.C. WATER CLOSET W.H. WATER HEATER CLIENT : PROJECT TITLE: DRAWING SYMBOLS 5UBJECT OF DETAIL DETAIL NUMBER SCALE BUILDINGS ELEVATION BUILDING SECTION DIMENSION TO FACE { ------- DIMENSION TO CENTER LINE DETAIL NUMBER F-PE: NUMBER LJ LARGE SCALE DETAIL REFERENCE >— SHEET NUMBER ELEVATION NUMBER ELEVATION DETAIL NUMBER SHEET NUMBER DETAIL REFERENCE SHEET NUMBER DOOR NUMBER �---- WINDOW NUMBER ROOM/AREA NUMBER Ft FLOOR PLAN NOTES Ut UTILITY PLAN NOTES Ct REFLECTED CEILING PLAN NOTES Rt REST ROOM NOTES A-`— REVISION NUMBER E I T 3001 S. YALE ST. SAN JL -L-x AN A,, CA 92* 04 a �-�.- 4 t r t C SHEET INDEX : ARCHITECTURAL: A-1 BUILDING INFORMATION COVER 514EET A-#.1 CONTRACTOR`S INSTRUCTIONS A-12 GENERAL INFORMATION A-13 EXECUTION NOTES -(;��E ED PLAN, ,SHEET A-1.4, ATTACHED) STE`�PLAN A-2.1 ENLARGED t,,A-2.2 A�PA kITE D TA1L A~ 3^" OvERALL�Ii'LD "i�AN A-4.1 DEMOLITION PLAN A-42 DIMENSIONAL FLOOR PLAN A-43 UTILITY PLAN A-4.4 REFLECTED CEILING PLAN A-4.5 EXIT PLAN A-4b FINISH PLAN A-5.1 ENLARGED RE5TROOM PLAN 4 DETAILS A-6.1 CEILING, DOOR 4 WINDOW DETAILS A-6.2 WALL DETAILS A-6.4 SECTION is NEUf I -AR CORRIDOik X�-'1'..,...,.•..,r�....��C941�`�'�1I1`1�71�W'�C�IEE�i��L'L�� �.� STRUCTURAL 51 GENERAL NOTES 52 ROOF FRAMING PLAN 4 DETAILS TENANT IMPROVEMENT OF EXISTING BUILDING (BEHR) � `` �� ' ���r�a � � � MECHANICAL M-10 MECHANICAL LEAD SWEET `°> •` -�� { nw Is MC/-0 i Ai It.— A 1 i AA1/`C LE"1C�FNC. NON BEARING STEEL STUDS SCHEDULE: INTERIOR ONLY. 5 LB. WIND LOAD PER ICBO #3403-P BY CEMCO) ALL STEEL STUDS SHALL BE CEMCO OR APPROVED EQUAL (I.C.B.O. 0 3403-P) PER SCHEDULE BELOW. DEFLECTION L/120 FURRING PARTITION AT EXTERIOR WALLS: 3 5/8' STUDS 0 16' O.C. OZ. (VERIFY INSULATION TYPE TO BE USED * THESE WALLS, FURRING CHANNEL OR STUDS PARTITIONS: 2 1/2'X25 GA. STUDS 0WD525) AT 12' O.C. MAX. HT. = 13'-4' PARTITIONS: 2 1/2'X25 GA. STUDS (2500625) AT I6' O.C. MAX. HT. = 12'-1' PARTITIONS: 2 1/2'X25 GA. STUDS (2500525) AT 24' OC. MAX HT. = 10'-4' PARTITIONS: 3 5/8'X25 GA. STUDS (3620525) AT 12' O.C. MAX. HT. = M-9' PARTITIONS: 3 5045 GA. STUDS (362D525) AT I6' O.C. MAX. HT. = W-1' PARTITIONS: 3 5J8'X25 GA. STUDS (3620525) AT 24' O.C. MAX. HT. = 12'-9' PARTITIONS: 3 5/8'X20 GA. STUDS (3620520) AT 12' OZ. MAX. HT. = 22'-3' PARTITIONS: 3 5/8'X20 GA. STUDS (3620520) AT IV O.C. MAX. HT. = 20'-3' PARTITIONS: 3 5/8'X20 GA. STUDS (362DS20) AT 24' O.G. MAX. HT. -- 11'-8' PARTITIONS: 6'X20 GA. STUDS (6000520) AT 12' OC. MAX. HT. = 33`-3' PARTITIONS: 6'X20 GA. STUDS (6000520) AT 16' O.C. MAX. HT. = 30'-3' PARTITIONS: 6X20 GA. STUDS (6000520) AT 24' O.C. MAX. HT. = 26'-5' PARTITIONS: 8"X20 GA. STUDS (800DS20) AT 12' O.C. MAX. AT. - 42'-3` PARTITIONS: 8'X20' GA. STUDS (800DS20) AT 16' OC. MAX. HT. = 31`-V PARTITIONS: 8'X20' GA. STUDS (8000520) AT 24' O.C. MAX. HT. = 30'-10' NOTE: 1. ALL STUD HEIGHTS SHOWN ASSUME FLEXIBLE CONTINUOUS EDGE SUPPORT ON BOTH SIDES OF THE WALL. (DRYWALL) 2. WHERE WALL COVERING DOES NOT OCCUR BRACING 15 REQUIRED AT 4'-O' OC. 3. G.G. TO SELECT THE PARTITION STUDS REQ. FOR THIS JOB FROM SCHEDULE ABOVE 4 NOTIFY THE ARCHITECT. (STUD SIZE TO REMAIN CONSISTENT 9 EVERY MAJOR AREA 4 CONTINUOUS WALLS). CELING JOIST SPANS: ASSUMED TOTAL LOAD (20 P.SF.) L/240 BY CEMCO STEEL SECTIONS. SECTION SPACING MAX SPAN 3620520 AT 12' O.C. 11'-6' 362PS20 AT I6' O.C. 10'-6' 362D520 AT 24' O.C. 9'-2' 6000520 AT 12' O.C. 11'-3' 6000520 AT 16' O.G. 15'-8' 600D520 AT 24' O.G. 13'-8' 6005520 AT 12' O.C. #1'-6' 6005520 AT IV O.C. 15'-11, (P00SS20 AT 24' O.C. 13'-11, 8005620 AT 124 O.C. 22'-2' 8005520 AT IV O.C. 20'-6' WM20 AT 24'O.C. NOTE: THE ABOVE 1S FOR SIMPLE SPANS ONLY. THE CONTRACTOR SHALL SUBMIT SPAN TABLES OF ANY OTHER MFR . OTHER THAN CEMCO. DS = DRYWALL STUDS, 55 = SPECIAL STUDS A A DATE: 1211 North Tustin Avenue Anaheim, California 92807 Ph.: (''4) 632w9O55 Fax: (4) 632w9--"015/-i"0 Facilities Planning .Interior Design .Industrial Engineering 4jCN z Z t!'! W LA- 0 W I P� O 0 ad UJ n j� C ALL IDEAS AND ARRNiQENENT5 RuxcATEo oN THESE ORAMdi jrTK VROPERT1l OFJNIRi�ICN•Al90CIN1lf AND ARE TO 9E USED Df CONNECTION MTTH T}US SPECNTC PRO= ONLY AND SHALL NOT OTHERWISE K USED ►M ANY PU�tP05E WHATSOEVER WTIIIOUT THE WlN U' CONSEO oF:AIRIFRSON ASSDOA THERE StNt1 K NO A�00+MATIMS FROM TFRSE MOMS OR THE A = SPE{Df'iCA US NTIIIOUT THE WOM CONSENT OFAWOWN AA'W MS. PROJECT LOG REV DATE SWW FOR 01/12/05 RELEASE FOR ENG. 1 01/I6/05 CLARIFICATION 08/08/05 B.D. SUBMITTAL 2 09/01/05 B.D. REV. SAD ARC *--1368�� 5/3t /2007 [. ,RENEWAL 7/1SJ45 UYVG 3CAlE 1J&"-f'-0' txtA W. PN TLOT SCAtB gr=f'-0' )m QEHR-PAINTS CAM TFTIE VALE-A-S slur ..__.. BUILDING INFORMATION COVER SHEET *W eArAlM Art E:\Behr Paints\Yale Building Files\YALE A-1.dwg, 09/02/05 09:57:28 AM, Peter, HP DesignJet 750C Plus (E / A0), 1:96 BID OR CONSTRUCTION CONTRACT CONTRACTOR RESPONSIBILITIES CONT`D: CONTRACTOR RESPONSIBILITIES CONT`D: GENERAL NOTES CONrD: NEGOTIATION REQUIREMENTS 3. Materials are specified by their brand names to establish 20. When contractors work is nearing completion, ihe shall 8. Roofing system and all manufactured materials used shall standards of quality and performance. Any request for notify Anderson -Associates accordingly in writing. Upon bear the appropriate U.L. label. A. General contractor, by submitting the bid package, is accepting all the bid requirements, substitution shall be submitted to Anderson -Associates inspection, Anderson -Associates shall prepare a final within five (5) days of the award of contract for review for "Punch Uist" outlining incomplete or unacceptable work. 9. Glass doors, adjacent panels and all glazed openings within 18" contractor responsibilities, and agrees to carry the construction per bid documents to complete the job ("turn key") within the time period agreed upon (whether the equal quality and performance and shall not be purchased The project will not be considered complete until all items of the adjacent floor shall be gloss approved for impact hazard. LAJ z Ln ificate of occupancy (before LU agreement is in writing or verbal) and obtain the certi or installed without Anderson -Associates written approval. on the Punch List have been resolved. C)o in the occupancy date) from the governmental agencies which have jurisdiction over this project. 10. The address number of every commercial building shall > co 4. All construction work, architectural, mechanical, electrical, 21. The Contractor is responsible for the preparation of all be located and displayed so that it shall be easily visible Z M B. Building owner/tenant and/or any agent of either party which is accepting the bid fire protection, etc., shall conform to the latest edition of wall, floor, and ceiling surfaces to receive finishes noted, from the street. The numeral in the numbers shall be no Z the Uniform Building Code, and any other applicable local and and to coordinate this preparation and acceptance with all package from the general contractor, agrees to all bid conditions, contract documents less than six (6) inches in height and be of a color and specifications. state code. (which has been adopted by local adjacency) trades contracted directly by them or indirectly by others to contrasting to the background. In addition, any business complete the finish work. which affords vehicular access to the rear through any 5. The co ntractor shall be responsible for removing all left- driveway, alleyway or parking lot shall also display the FA UJ UJ V- C. General Contractor shall include in his/her bid submittal, allowance for hieing a qualified design- over materials, debris, fools and equipment involved in his 22. Contractor shall examine all areas and conditions prior to some numbers on the rear of the building. build fire sprinkler subcontractor for preparation of required documents and submittals El I to the proper governmental agencies for review and approval. The fire sprinkler subcontractor operations at the conclusion of the installation. He shall any finish installation. Conditions detrimental to the proper V_ < leave all areas clean and in perfect condition, including the and timely completion of work and those conditions not �; Z shall be responsible for obtaining the required permit(s) and installation of new fire sprinklers cleaning of all new and existing mini -blinds. meeting manufacturer's recommendations for installation 11. Ducts penetrating stud walls or shaft walls shall be provided Iq I r- < 0- LZ or modification of existing, as applicable to this project, in a timely manner. The entire shall be corrected prior to commencement of work. with necessary frames, bracing and sealant around the opening. L process of the fire sprinkler document preparation, submittal and execution of work shall not interfere with construction schedule and/or timely occupancy of project by owner/ 6. Unless otherwise specifically noted, the Contractor(s) shall provide and pay for all labor, materials, equipment, tools, 23. Prior to completion of the Pro ect, the contractor shall submit to AL IM DESIGIM MD MROGEMENTS INDrATE0 ON THESE tenant. Fire sprinkler system(s) submittal shall be per the latest adopted standards of the transportation, utilities, and other services and related taxes 12. Install metal corner beads at all exposed wallboard edges. DRWWS AK THE PWOR OFAMMON-ASSWAM MD ARE INTENDED TO BE USED IN CONNECTION WIN THIS UBC and NFPA of the governmental agency having jurisdiction over this project (see note no. BUILDING TENANVOWNER in duplicate on behalf Install casing beadswherever wallboard, plaster, etc. MWFIC POWEM ONLY AND SIOIL NOT OTIRWM K USED necessary for the proper execution & completion of the work. of himself and his respective subcontractors, a one (1) year written FOR ANY PURPM WHAUDEM WMOUT YHE "ITTEN 11 of fire and security notes on sheet A-1.1 for additional requirements). abuts a dissimilar finish material and provide sealant as required. CONSENT OFAMMIKINAMCIAM. T14ERE SPAL K NO guarantee against defective workmanship and/or materials, CHMOES OR DEOTIONS FROM THESE DPAWINGS OR THE 7. The civil, structural, mechanical plumbing, and electrical and complete operating and maintenance instructions for all OFANDERM*ASKX14M. D. The General Contractor shall, before submitting the bid package, examine all bid documentation drawings are supplementary to the architectural drawings. mechanical and electrical portions of the work. 13. Contact between dissimilar metal shall be protected. See and examine the job site with his/her subcontractors and any trade or agency which 'would be It shall be the responsibility of the contractor to check with specif ications. necessary to perform a complete job. If there is any construction item or field trade (needed to the architectural drawings before proceeding with .accomodate field conditions) not covered by the bid documents which, in the general installation of civil, structural, mechanical plumbing, and 24. Upon completion of work, Contractor shall submit to Anderson - contractor's opinion would prevent him/her from perf I" a complete job, then the general electrical work. Should there be any discrepancies between Associates, proof of final inspection, sign -offs by the local 14. All gypsum wall board to be 5/8"' thick type 'Y' unless 0�m g Building Department, Fire Department, and Police Department, otherwise noted or required for specific wall construction. contractor shall submit an itemized, priced "exclusions attached to the original bid package. the architect's and the consulting engineer's drawings and These additional items and/or trades and the original bid package shall represent the total specifications that would cause a conflict, if shall be and any other agency having review or jurisdiction. This includes anticipated construction budget - including the labor necessary, materials of the some quality.as brought to Anderson -Associates attention for clarification agencies sign -off cards all agency op provgd. stamped and signed 15. Extend perimeter walls of core to structure above and ON prescribed in the bid documents and within the time period as agreed upon. prior to installation of said work. Any work installed in jobsite plan sets will be submitted to Anderson Assoc. with thermal insulation per mechanical specifications. -t!� (J conflict with the architectural drawings shall be corrected U Z by the contractor at his expense and at no additional E. The General Contractor shall compare all drawings, specifications and all verifications required 25. Contractor shall provide and install all stiffeners, bracings, 16. Insulation required (per Fed. Spec. HH-1-521E, Type by construction documents against field conditions before submitting the bid package. If the expense to the owner or Anderson -Associates. back-up plates and supporting brackets required for the Ill -fire resistance rated where exposed in the exterior __J contractor discovers any discrepancies between the bid documents and field conditions, based installation of all toilet room accessories and partitions, wall at the ceiling plenum): D on the contractor's findings and required field verifications, then he/she shall notify Anderson 8. No substitutions will ' be considered unless written request casework, stair roilings and of all wall mounted or A. Roof: min. R-19, 6" minimum thickness t= Associates immediately in writing and shall include such items in his/her exclusion bid package is submitted to Anderson -Associates during the bidding 'of suspended mechanical, electrical or miscellaneous equipment. 4- as mentioned above. the project. Each such request shall include a complete B. Exterior walls: Z description of the proposed substitute, the name of the U.N.O. (see mechanical specifications) material or equipment for which it is to be substituted, 26. All symbols and abbreviations used on the drawings are I-- F. The contractor's submitted construction cost shall be fixed. The general contractor shall not drawings, cuts, performance and test data necessary for a considered to be construction standards. If the contractor Provide R-11, 3-1/2" minimum thickness, Ln submit any change order which would be an increase to construction cost or a reduction to complete evaluation. All approvals shall be given in has questions regarding abbreviations or their exact meaning, U.N.O. (see mechanical specifications) X quality of material or on increase in the set construction time unless a change has been writing by Anderson -Associates. Anderson -Associates shall be notified for clarification. issued by the architect and approved by the owner. 17. Suspending ceiling framing systems ore to be designed for lateral forces per details provided (see plans) 0 9. The contractor, immediately after being awarded the 27. Details marked "typical" shall apply in all similar cases G. The General Contractor shall not hold Anderson Associates, any of its employees or agents and/ contract, shall prepare and submit to Anderson -Associates unless specifically indicated otherwise. for approval, an estimated progress schedule of the work. 18. Provide tempered glass at locations required by UBC Z or any engineering consulting firm which has a direct contract with Anderson Associates latest adopted UBC and by other applicable code. responsible for any field condition and/or negligence of contractor for not field verifying 28. OMIT properly as required above, before submiffing bid package. 10. The contractor(s) shall secure and pay for all permits, governmental fees and licenses necessary for the proper a > executive and completion of the work. The Confroctor(s) 19. Public hallways and exit court passageways f o, have 7 f f. 0 H. The building owner/tenant and/or any agent of either party or any engineering consulting firm shall request all inspections required by local governmental 29. All metal framing members shall be so arranged and spaced clear height to lowest projection. which does or does not have a direct contract with Anderson Associates shall not hold agencies and coordinate his work accordingly. as to permit installation of pipe conduits and ducfwork Anderson Associates responsible for any field conditions and/or negligence of the contractor with a minimum of cutting. Shoff walls shall be provided 20. Occupancy load signs shall be posted in each classroom, assembly for not field verifying properly as required per above notes, or for failure of the 11. Do not scale drawings. Written dimensions shall always take with necessary frames, bracing, and sealant around the opening. room, or similar purpose room, having an occupant load of 50 or more. owner/tenant to supply proper requested information to Anderson Associates. precedence over scale dimensions. If any discrepancy occurs in dimensional information, contact Anderson-Associofes for 30. Offset studs where required so that finish wall surface will be flush. < 1. The building owner/tenant and/or any agent of either party or any engineering consulting firm clarification prior to proceeding with any construction activities. Z which does or does not have a direct contract with Anderson Associates shall not hold L" 12. The Contractor(s) are responsible for verifying all dimensions 31. Gypsum boards shall extend to underside of structure above at all bid documents or errors/omissions in field by design -build (sub)contractors. 0 Anderson Associates responsible for errors/omissions of consulting engineers in preparation of and conditions at the job site, and to cross-check details and columns and exterior perimeter walls unless otherwise noted. Weld GENERAL CONDITIONS: __LF n dimensions shown on the architectural drawings w/the related furring channels to steel column prior to fire proofing when req. ?21 requirements of the structural, sprinkler, mechanical & electrical 1. The intent of the Contract Documents is to include all items J. Any party that receives a copy of bid documents shall respond in writing to Anderson drawings & specifications prior to construction. Discrepancies ___1 32. There shall be no trenches or excavations 5' or more in depth necessary for the proper execution and completion of the work. (:�� Associates if the party has an objection or feels there is a possible code issue/violotion, in/or between the drawings & actual field conditions shall be into which a person is required to descend unless a permit is Work not covered in the Contract Documents will not be required n within their scope of specialization or within another party's scope of work/specialization, reported to Anderson -Associates. Corrected drawings or instructions obtained from the State of California division of idusfrial safety unless it is consistent therewith and is resonably inferable therfrom within three days of receiving the documents. shall be issued by the owner prior to the instillation of any I I r-; work. All dimensions are to be rough unless otherwise noted. prior to the issuance of a building permit. (1 PC.b.8) as being necessary to produce the intended results. Z K. The contractor will submit, two weeks pdor to the first poyment request a complete schedul 33. The construction or demolition of any building, structure, 2. The term Work includes all labor necessary to produce the of values of every trade and all work to be performgd The tolal shall be listed at the 13. If the Contractor wishes to mcke a claim for an increase in scaffolding or falsework more than 3 stories or 36' in construction required above, and all materials and bottom, and the total shall equal the contract amount. This will be used to evaluate contractors the contract sum or time, he shall give Anderson- height, requires a permit from the State of California equipment incorporated or to be incorporated in such construction. pay I ment requests. Associates written notice thereof within five (5) days after Division of Industrial Safety prior to the issuance of a the occurrence of the event giving rise to such claim. This building permit. (1 PC.B.9) notice shall be given by the contractor before proceeding to 3. All requests for clarification of these drawings shall be tl A CONTRACTOR QUALIFICATION REQUIREMENTS execute the work, except in an emergency endangering life directed in writing to Anderson -Associates. All approvals J. or property. Any change in the contract sum resulting 34. Separate permits shall be obtained for signs, fences, trash and instructions to the Controcfor(s) shall be issued through . 0 from such claim shall be authorized by a written change enclosures, retaining walls, planters, and pools. 10 The General Contractor (s) and his Subcontractors must have at least 5 years experience in the Anderson -Associates in the form of written field orders, t, type of Construction specified within these construction documents. The following items must order only. 35. No changes are to be made on these plans without the knowledge clarification drawings and other written correspondence. C- 13680' be provided, prior to submittal of bid, for review by the Owner and his Consultants: 14. All work shall be done in a quality workmanship like or consent of the architect/engineer whose signitures appears hereon. 4. Abbreviations throughout the plans are those in common 5/31/2007 RENEWAL Project list of similar projects completed within the lost five years including manner utilizing, unless otherwise noted, only new high usage. Anderson -Associates will define intent of any in -question. Project name, Dollar valuation, Owners Company name and Contact with quality materials consistent with specifications as indicated. 36. Contractors shall provide and install all concrete pods for mechanical a phone number. Contractor shall comply with all, applicable building codes and electrical equipment, as required. 5. Within ten (10) days from award of contract, contractor Project list of similar projects currently under construction including Project and governmental regulations. shall notify Anderson-Associofes in writing as to the names name, Dollar valuation, Owners Company name and Contact with a phone number. 15. In the event of damage, immediately make all repairs and GENERAL NOTES of all subcontractors and certify that all materials and REV DA11 ISSM IFOR Ust of proposed Subcontractor and their list of Projects as indicated in replacements necessary to the approval of Anderson- equipment necessary- for the completion of the project have I Associates and at no additional cost to the Owner. 1. All dimensions are to face of concrete, face of concrete masonry been ordered with confirmed delivery dates coordinated previous items. units, centerline of columns and beams, or face of wall (gyp. brd.) with the progress schedule. Such notification shall list any Proposed Superintendents Name and list of similar Projects performed within 16. The contractor shall take all reasonable protection to unless otherwise noted. Finish floor elevations are to the top of the exceptions including the cause, I.e., request for substitution. the lost 5 years. prevent damage, injury or loss to: (a) all employees on the conc. slab or top of interior paving unless otherwise noted. Ceiling work and all others who may be affected thereby, and (b) height dimensions are to finish surfaces unless otherwise stated. 6. If any modifications necessitated by either field conditions, Upon review of the aforementioned the Owner shall approve or decline General Contractor(s) for the materials to be used in the construction before, during Owner, or by the local governing authority, whefher or not bidding of project. and after installation and the work and materials of all 2. Door openings not located by dimension shall be centered in the wall as an increase to the work in terms of time, labor, or other trades or existing construction or property. shown or shall be located of minimum req. from finish wall to finish jamb. materials are required, they should be immediately brought 3. Final proposed locations of all mechanical and electrical equipment, to the attention of Anderson -Associates, and the appropriate 17. When necessary, demolition work shall include removing panel boards, meters, fixtures, flues, vents, etc., shall be indicated field order, proposal request, or change order will be issued. CONTRACTOR RESPONSIBILITIES all items necessary to complete the work. Properly by contractor, reviewed and approved by Anderson -Associates. reinstall, modify or relocate as required all necessary items 7. No item contained in these drawings or in any occompaning contract of the completion of the work. Those items permanently 4. Where indicated on plans, align new walls with the face document shall create any contractural relationship between the 1. Examination of the site and portions thereof which will removed should be sorted as directed by the Owner or of existing walls. columns, and furring for a flush contractor and Anderson -Associaf es, and if is understood that all affect his work shall be made by the general contractor properly disposed of away from the site. condition. Repair, patch, and finish. the above General Conditions are based on An de rso n -Associates who shall compare his findings with the drawing and acting as Owner Representative. satisfy himself as to the conditions under which work is to 18. All materials, fixtures, equipment, accessories or items called for on be performed. He shall, at such times, ascertain and check the drawings will be installed by experienced contractors to the quailit 5. All hew surface`s and patched surfaces shall be smooth, location of existing structures or equipment which may level expecte by the manufacturer and as expected those who set continuously free of imperfections and in proper 8. Where work or equipment is indicoted by the, letters N.I.C. effect his work. No allowance shall subsequently be made standards of quality for the industry. When this is not the case, condition to receive finish as specified. In patched areas or "'By Other" on the drawings such work and/or in his behalf for any expense to which he may be put due the contractor agrees to remove and reinstall to sold standard. Also, or any areas where a finish is not specified, they shall equipment shall be provided by others. DM 07/08/05 a" SCM NXX to failure or neglect on his part to make such an all installations and workman§hip will be per the monufacturer'� written match adjacent material in construction, color, texture and M&M W. PH PLOr XAM 1'=I* examination. Any conflicts or omissions, etc., shall be specification. This is expected and will be required for exceptance of all manufacture. Any finish work damaged or stained shall be repaired 9. Any consultants shall submit five (5) copies of engineering M NQ O'EM-PAINTS CWD =12 BEHU-1.1 reported to Anderson -Associates pHor to bid date. work. or replaced as necessary with the new matching material. and/or shop drawings and samples to Anderson -Associates 19. The contractor shall, at all times, keep the premises free 6. All interior walls and partitions shall be designed and covering the following categories of work: (a) cabinetry 2. The contractor shall arrange for the premises to be from accumulation of waste materials or rubbish caused by constructed to resist all loads to which they are and millwork (including sample of finish). (b) CONTRACTOWS maintained in an orderly manner throughout the course of his operations and/or his subcontractors. In addition to the subjected, but not less than a force of five pounds per prefabricated assemblies other than building standard work. INSTRUCTIONS the job. Maintain cleanliness throughout. Do not block requirements of other sections or headings, and prior to the square foot applied perpendicular to the walls. (c) HVAC. (d) mechanical. (e) electrical. By entrances, exits, lobbies, corridors, etc. Leave area clean acceptance of the work or portions thereof, thoroughly submitting shop drawings the consultant thereby represents RMNUMM and free of debris at the end of each day. that he has verified all field measurements, method of clean and remove all labels, point, putty spots and other 7. All glazing shollcomply with C.P.S.C. 16 C.F.R. and UBC. access to the point of installation and similar field criteria. defocemenfs. Leave the work area in "Broom -Clean" condition. A-1.1 AL AW 7:25 PM. Peter (E / AO), 1:0( ENVIRONMENTAL ISSUES: 1. ALL MATERIALS, FIXTURES, EQUIPMENT, ETC., USED ON THiS PROJECT SHALL B CAL OSHA APPROVED (ENVIRONMENTALLY FRIENDLY). ANY PRODUCT USED, NOT ENVIRONMENTALLY FRIENDLY, SHALL BE CONTRACTORS RESPONSIBILITY. SUSPENDED CEILING NOTES: 1. ALL HANGER WIRES SHALL BE #12 GALV. WIRE AT 4'-0" O.C. EACH DIRECTION (EXCEPT AT LIGHT FIXTURES) SEE' NOTE #2. 2. AT LIGHT FIXTURES (SHOWN DOTTED) PROVIDE HEAVY DUTY MAIN 'T' RUNNERS OR CROSS RUNNERS WiTH SIMPLE SPAN VALUE OF 8.2 LBS. L.F. AND WIRE HANGERS AT 4'-0" Q.C. AT EACH SIDE OF EACH FIXTURE RUN PLUS ADDITIONAL (2) #12 GA. HANGERS CONNECTED FROM EACH FIXTURE HOUSING TO THE PURLINS. SEE ELECTRICAL, DRAWINGS & REFLECTED CEILING PLANS FOR LOCATIONS & DIRECTIONS OF LIGHT FIXTURES. 3. SEE ROOM FINISH SCHEDULE AND SPECIFICATIONS FOR TILE SELECTION. 4. LATERAL SUPPORT SHALL BE PROVIDED BY FOUR WIRES OF MINIMUM NO. 12 GAUGE SPLAYED IN FOUR DIRECTIONS 90' APART AND CONNECTED TO THE MAIN RUNNER WITHIN 2" OF CROSS RUNNER AND TO STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45' FROM THE PLANE OF THE CEILING. THESE LATERAL SUPPORT POINTS SHALL BE PLACED 12'-0" O.C. IN EACH DIRECTION WITH THE FIRST POINT WITHIN 4'-0" OF EACH WALL. 5. ALLOWANCE SHALL BE MADE FOR LATERAL MOVEMENT OF THE SYSTEM. MAiN RUNNERS AND CROSS RUNNERS SHALL BE ATTACHED AT TWO ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE OTHER TWO WALLS. 6. LIGHTING FIXTURES AND AIR DIFFUSERS SHALL BE SUPPORTED DIRECTLY BY WIRES TO THE STRUCTURE ABOVE, EXCEPT FOR THE FOLLOWING CONDITIONS: A. RECESSED LIGHTING FIXTURES NOT OVER 56 LBS. IN WEIGHT, AND SUSPENDED AND PENDENT HUNG FIXTURES NOT OVER 20 LBS. IN WEIGHT, MAY BE SUSPENDED AND ATTACHED DIRECTLY TO THE CEILING SYSTEM RUNNERS BY A POSITIVE ATTACHMENT SUCH AS, SCREWS OR BOLTS. B. AIR DIFFUSERS WHICH WEIGH NOT MORE THAN 20 LBS. AND WHICH RECEIVE NOT TRIBUTARY LOADING FROM DUCT WORK MAY BE POSITIVELY ATTACHED TO AND SUPPORTED BY THE CEILING RUNNERS, 7. CLASSIFICATION: THE STRUCTURAL PERFORMANCE REQUIRED FROM A CEILING SUSPENSION SYSTEM SHALL BE DEFINED IN TERMS OF A SUSPENSION SYSTEM STRUCTURAL CLASSIFICATION. THE LOAD -CARRYING CAPACITY SHALL BE THE MAXIMUM UNIFORMLY DISTRIBUTED LOAD IN POUNDS PER LINEAR FOOT THAT A SIMPLY SUPPORTED MAIN RUNNER SECTION HAVING A SPAN LENGTH OF 4 FEET 0 INCHES IS CAPABLE OF SUPPORTING, WITHOUT A MID SPAN DEFLECTION EXCEEDING 0.133 INCH OR 1/360 OF THE 4 FEET 0 INCH SPAN LENGTH. THE STRUCTURAL CLASSIFICATION LISTED IN THE FOLLOWING TABLE SHALL BE DETERMINED BY THE CAPABILITY OF MAIN RUNNER OR NAILING BARS TO SUPPORT A UNIFORMLY DISTRIBUTED LOAD. THESE CLASSIFICATIONS SHALL BE: MINIMUM LOAD -CARRYING CAPABILITIES OF MAIN RUNNER MFMRFR MAIN RUNNER MEMBERS SUSPENSION SYSTEM lb. LINEAR ft DIRECT HUNG INDIRECT HUNG FURRING BAR INTERMEDIATE -DUTY HEAVY-DUTY 12.0 16.0 3.5 8.0 6.5 - CEILING SUSPENSION SYSTEM USED SHALL BE EITHER INTERMEDIATE -DUTY SYSTEM OR HEAVY-DUTY SYSTEM. CEILING THAT SUPPORT LIGHT FIXTURES, AIR -VENTILATION GRILLES OR PARTITIONS SHALL HAVE A CLASSIFICATION OF HEAVY-DUTY SYSTEM. CROSS RUNNER SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD AS DICTATED BY JOB CONDITIONS WITHOUT EXCEEDING THE MAXIMUM ALLOWABLE DEFLECTION EQUAL TO 1 /360 OF ITS SPAN, A CROSS RUNNER THAT SUPPORTS ANOTHER CROSS RUNNER IS A MAIN RUNNER FOR THE PURPOSE OF STRUCTURAL CLASSIFICATION AND SHALL BE CAPABLE OF SUPPORTING A UNIFORMLY DISTRIBUTED LOAD AT LEAST EQUAL TO THE INTERMEDIATE CLASSIFICATION. 8. INSTALLATION OF COMPONENTS: HANGERS SHALL BE ATTACHED TO THE BOTTOM EDGE OF THE WOOD JOISTS OR TO THE VERTICAL FACE OF THE WOOD JOISTS NEAR THE BOTTOM EDGE, BOTTOM EDGE ATTACHMENT DEVICES SHALL BE AN APPROVED TYP. IN CONCRETE CONSTRUCTION, MOUNT HANGERS USING CAST IN -PLACE HANGER WIRES, HANGER INSERTS, OR OTHER HANGER ATTACHMENT DEVICES SHALL BE AN APPROVED TYPE. IF HANGERS ARE SPACED GREATER THAN 4 FEET 0 INCHES, REDUCE THE LOAD -CARRYING CAPACITY OF THE CEILING SUSPENSION SYSTEM COMMENSURATE WITH THE ACTUAL CENTER -TO -CENTER HANGER DISTANCES USED. HANGERS SHALL BE PLUMB AND SHALL NOT PRESS AGAINST CONDUITS, DUCTS, PIPES OR THEIR COVERING MATERIAL. IF SOME HANGERS MUST BE SPLAYED, OFFSET THE RESULTING HORIZONTAL FORCE BY BRACING, COUNTER SPLAYING OR BY OTHER ACCEPTABLE MEANS. SPECIAL ATTACHMENT DEVICES THAT SUPPORT THE CARRYING CHANNELS OR MAIN RUNNERS SHALL BE APPROVED TO SUPPORT FIVE TiMES THE DESIGN LOAD. 9< CEILING FIXTURES: FIXTURES INSTALLED IN ACOUSTICAL TILE OR LAY -IN PANEL CEILINGS SHALL BE MOUNTED iN A MANNER THAT WILL NOT COMPROMISE CEILING PERFORMANCE. ALL RECESSED OR DROP -IN LIGHT FIXTURES AND GRILLES SHALL BE SUPPORTED DIRECTLY FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE A MINIMUM OF TWO 12 GAGE WIRES LOCATED AT DIAGONALLY OPPOSITE CORNERS. LEVELING AND POSITIONING OF FIXTURES MAY BE PROVIDED BY THE CEILING GRID. FIXTURE SUPPORT WIRES MAY BE SLIGHTLY LOOSE TO ALLOW THE FIXTURE TO SEAT IN THE GRID SYSTEM. FIXTURE SHALL NOT BE SUPPORTED FROM MAiN RUNNERS OR CROSS RUNNERS IF THE WEIGHT OF THE FIXTURES CAUSES THE TOTAL DEAD LOAD TO EXCEED THE DEFLECTION CAPABILITY OF THE CEILING SUSPENSION SYSTEM, FIXTURES SHALL NOT BE INSTALLED SO THAT THE MAIN RUNNERS OR CROSS RUNNERS WILL BE ECCENTRICALLY LOADED. SURFACE -MOUNTED FIXTURES SHALL BE ATTACHED TO THE MAIN RUNNER WITH AT LEAST TWO POSITIVE CLAMPING DEVICES MADE OF MATERIAL WITH A MINIMUM OF 14 GAGE. ROTATIONAL SPRING CATCHES DO NOT COMPLY. A 12 GAGE SUSPENSION WIRE SHALL BE ATTACHED TO EACH CLAMPING DEVICE AND TO THE STRUCTURE ABOVE. SUSPENDED CEILING NOTES C NT'D : 10. LAY -IN PANELS. METAL PANELS AND PANELS WEIGHING MORE THAN 1/2 POUND PER SQUARE FOOT OTHER THAN ACOUSTICAL TILE SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION RUNNERS. 11. INSTALLATION: A. VERTICAL HANGERS. SUSPENSION WIRES SHALL NOT BE SMALLER THAN NO.12 GAGE SPACED AT FOUR FEET ON CENTER OR NO. 10 GAGE SPACED AT FIVE FEET ON CENTER ALONG EACH MAIN RUNNER UNLESS CALCULATIONS JUSTIFYING THE INCREASED SPACING ARE PROVIDED. EACH VERTICAL WIRE SHALL BE ATTACHED TO THE CEILING SUSPENSION MEMBER AND TO THE SUPPORT ABOVE WITH A MINIMUM OF THREE TURNS IN 1-1/2 INCHES. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. 12. SUSPENSION WIRES SHALL NOT HANG MORE THAN 1 IN 6 OUT OF PLUMB UNLESS COUNTER SLOPING WIRES ARE PROVIDED. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE A MINIMUM OF BACK-TO-BACK 1-1/4 INCH COLD -ROLLED CHANNELS FOR SPANS EXCEEDING 48 INCHES. 1.3. PERIMETER HANGERS. THE TERMINAL ENDS OF EACH CROSS RUNNER AND MAIN RUNNER SHALL BE SUPPORTED INDEPENDENTLY. A MAXIMUM EIGHT INCHES FROM EACH WALL OR CEILING DISCONTINUITY WITH NO.12 GAGE WiRE OR APPROVED WALL SUPPORT. 14. LATERAL FORCE BRACING. WHERE SUBSTANTIATING DESIGN CALCULATIONS ARE NOT PROVIDED HORIZONTAL RESTRAINTS SHALL BE EFFECTED BY FOUR NO.12 GAGE WIRES SECURED TO THE MAIN RUNNER WITH FOUR TIGHT TWISTS IN 1-1/2 INCHES AND WITHIN 2 INCHES OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES, 15. PARTITIONS: WHERE THE SUSPENDED CEILING SYSTEM IS REQUIRED TO PROVIDE LATERAL SUPPORT FOR PERMANENT OR RELOCATABLE PARTITIONS, THE CONNECTION OF PARTITION TO THE CEILING SYSTEM, THE CEILING SYSTEM MEMBERS AND THEIR CONNECTIONS, AND THE LATERAL -FORCE BRACING SHALL BE DESIGNED TO SUPPORT THE REACTION FORCE OF THE PARTITION FROM PRESCRIBED LOADS APPLIED PERPENDICULAR TO THE FACE OF THE PARTITION. THESE PARTITION REACTION FORCES SHALL BE IN ADDITION TO THE LOADS DESIGN OF CHAPTER 23 OF THE CALIFORNIA BUILDING CODE. PARTITION CONNECTORS, THE SUSPENDED CEILING SYSTEM AND THE LATERAL -FORCE BRACING SHALL ALL BE ENGINEERED TO SUiTE THE INDIVIDUAL PARTITION APPLICATION AND SHALL BE SHOWN, OR DEFINED IN THE DRAWINGS OR SPECIFICATIONS. 16. LIGHTING FIXTURES ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM THE ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF 100 PERCENT OF THE LIGHTING FIXTURE WEIGHT ACTING IN ANY DIRECTION. LIGHTING FIXTURES WEIGHING 56 POUNDS OR MORE SHALL BE SUPPORTED DIRECTLY FROM STRUCTURE ABOVE BY APPROVED HANGERS IN SUCH CASES THE SLACK WIRES REQUIRED (AS DESCRIBED ABOVE) MAY BE OMITTED. 17. NATIONAL ELECTRICAL CODE FOR SECURING AND SUPPORTING WIRING: A. COMPRESSION STRUT SHALL NOT SERVE AS A VERTICAL HANGER UNLESS THE ICBO RESEARCH REPORT SPECIFICALLY ALLOWS FOR IT. B. IT IS ACCEPTABLE TO ATTACH LIGHTWEIGHT ITEMS, SUCH AS SINGLE ELECTRICAL CONDUIT NOT EXCEEDING 3/4" NOMINAL DIAMETER, TO THE SUSPENDED CEILING HANGER WIRES. SUSPENDED CEILING SYSTEM SHALL BE IN ACCORDANCE WITH ASTM C 635 AND C 636, AND CHAPTER 23 OF THE CALIFORNIA BUILDING CODE. REFLECTED CEILING AND LIGHTING NOTES: 1. The architectural reflected ceiling drawings shall be used to determine the quantity, extent and type of light fixture. see electrical for fixture cut sheet and specifications. 2. Electrical contractor shall be responsible for furnishing all fixtures as specified by the drawings and/or as job conditions may require. 3. Electrical contractor shall furnish and install all fixtures and fixture lamps. 4. All equipment including light fixtures, lenses, etc., shall be new and absolutely free of defects. Any and all damaged, dented or defective equipment will be rejected. 5. For details of lighting fixtures, switches, panel boxes, dimmer controls, circuiting, air conditioning duct work, air supply diffusers, air return grilles, jump ducts, thermostats, smoke detectors, etc., see electrical and mechanical drawings and specifications. 6. All switches shown shall be between 36" & 48" above finished floor, unless otherwise noted on plans. All heights are given from top of finish floor to top of plate, mounted vertically. When more than one switch is shown of the some location, they shall be ganged and finished with a one-piece cover plate. Switches shall be mounted 12" from door frames to centerline of cover plate unless otherwise noted. 7. Mechanical engineer shall determine the size, quantity and location of openings necessary for return air in rooms or areas which are completely enclosed by sound baffles or partitioning. 8. All areas to have dual switches or indicated otherwise on electrical plans. design must meet title 24 requirements. REFLECTED CEILING AND LIGHTING NOTES NV : 9. Electrical and Mechanical engineer to provide locations, wiring and specifications of smoke detectors as required for this project. 10. General contractor to replace damaged ceiling tiles, light lenses, fluorescent light tubes etc. which had been damaged during the course of construction. 11. Exit illumination and signs shall be provided per U.B.C. and U.F.C. article #12 latest edition that has been adopted by the city which this project is looted 12. All lights shall be U.L. listed and there shall be one foot candle illumination of floor level of all paths of travel, see electrical drawings. 13. Exit signs shall be self self -luminous type or electrically illuminated and energized from separate circuits, one of which shall be from storage batteries or an on -site generator. 14. EXIT signs shall be in block letters, a minimum of six inches high with a stroke of not less than 3/4 inch. luminance on face of sign shall be 50 lux. 15. Fire Department final inspection required. Schedule all inspections 72 hours in advance. POWER AND SIGNAL NOTES: 1. All electrical work shall be designed to conform with good engineering practice and shall also conform to acceptable standards established in this building. 2. Scope of electrical work shall include all fixtures, switches, outlets, wiring, conduits, panels, transformers, and any and all other equipment for the complete installation and operation of the total job required. 3. Scope of electrical engineering work shall include all design, engineering, drawings, and calculations required to obtain a permit for this portion of the work. This work shall be coordinated with and submitted to Anderson Associates for review prior to plan check submittal. 4. It shall be the electrical contractor's responsibility to obtain and pay for all required plan check and permit fees. 5. Electrical contractor shall make himself fully familiar with all the electrical equipment providing service to this project and shall also make himself familiar with all systems supportive of such electrical systems. 6. Electrical contractor shall provide all necessary supports, fasteners, blocking and backing as required to install the electrical system. 7. Electrical contractor shall repair or replace any damaged construction adjacent to electrical work. if caused by that entity. 8. At the completion of the installation and prior to occupancy, all equipment shah be tested for proper operation and adjustments made as required. 9. Electrical contractor shall submit cut sheets for all fixtures and equipment to be used on this project to Anderson - Associates for approval prior to installation. 10. Electrical contractor shall maintain one set of record drawings of "as -built" conditions and at the completion of the project shall submit some to Anderson Associates. 11. Circuits shall be noted on electrical engineer's drawings. 12. All wall mounted telephone and electrical outlets typically are to be installed at the height complying with current "ADA" requirements otherwise specified. All outlet heights are given from finished floor to centerline of outlet. 13. All outlets shown back-to-back in partitions shall be offset the minimum dimension required (without touching) to avoid back-to-back installations. 14. 15,20 and 30 amp receptacle outlets shall be installed not less than 15" above floor to ctr, of receptacle or 12" to bottom of receptacle. • 1. All mechanical work shall be designed to conform with good engineering practice and shall also conform to acceptable standards established in this building. 2. Scope of mechanical work shall include all duct work, registers, grilles, fans, thermostats, pipes, valves, drains, and any and all other equipment necessary for the complete installation and operation of the total job required. 3. Scope of mechanical engineering work shall include all design drawings and calculations required to obtain a permit for this portion of the work. This work shall be coordinated with and submitted to Anderson -Associates for approval prior to plan check. 4. It shall be the mechanical contractor's responsibility to obtain and pay for all required plan check and permit fees. 5. Mechanical contractor shall make himself fully familiar with all the mechanical equipment providing service to this project and shall also make himself familiar with all systems supportive of such mechanical systems. 6. Mechanical contractor shall submit cut sheets for all fixtures and equipment to be used on this project to Anderson -Associates for approval prior to installation. 7. Mechanical contractor shall provide all necessary supports, fasteners, blocking and backing as required to install the mechanical system. 8. Mechanical contractor shall repair or replace any damaged construction adjacent to mechanical work, if caused by that entity. 9. Mechanical contractor shall run new ductwork so as not to disturb or interfere with lighting layout. Prior to fabrication, heights of lighting fixtures shall be verified to ensure adequate clearance between ductwork (including flanges, supporting brackets, etc.) and the fixtures. 10. At completion of the installation, all equipment shall be tested for proper operation, and adjustments made as required. 11. At the completion of the project, the mechanical contractor shall balance the system and submit an air balance report to client and provide comfort balancing twenty (20) days following initial occupancy by tenant 12. The mechanical contractor shall maintain one set of record drawings of "as-builf" conditions and at the completion of the project shall submit some to Anderson -Associates. (As per Title 24, part 6, Division T-20, Chapter 2, Subchapter 4, Article 2 of the California Administrative Code) I. All metal windows and metal sliding doors shall be labeled certifying compliance with ANSI 134.1 2. All exterior doors shall comply with Section T-20-1495 (d) of the Standards, a. Door heads, sills and jambs must have seals, astagals or baffles. b. A minimum one --inch lap at jambs is required. C. Doors requiring vertical tracks or quids, must use a continuous mounting angle, sealed gasketed or weather stripped to limit air leakage, d. Doors mounted between the jambs must have a continuous seal or baffle at each jamb. e. Swinging and revolving doors must be weather stripped. f. All doors shall be included in heating calculations. g. All doors shall be included in cooling calculations. h. All open joints on the exterior of the building must be sealed, caulked, gasketed or weather stripped to limit air leakage. i. All calculation, reports and other documents shall be signed by the licensed or registered person for their preparation. j. Prior to final inspection, a. Certificate of Construction Compliance shall be made ready for the inspector. The certificate shall state that "based on personal knowledge, that the work appears to have been performed, and the materials used and installed appear in every material respect in compliance with the plans". The certificate must be signed by one or more of the following (a) Owner, Ne General Contractor, (c) Design Architect, (d) Design Engineer, an approved independent inspector or inspection agency. or ZUJ Cie U LAJ noZ Ln UJ..► M TO -� UJ i �I�I���iICllllll • I 'I I t t r♦ x x r m♦ T I� � t ♦ ♦ 7r t t� •` M '•t t f ♦ x' txt ,• t i t t i i 0 I A � aM .� 0 LLJ LLJ I 1 ... i i .r �t •s1} '• ���1•iifiiii� t.��e �. �- MMOM W. FIN FLOTSCAtet'=V - .. NM 9MUMM CAM TM ODW-A-1.2 INFORMATIONWM GENERAL 0 op Wmi ehr Paints\Yale Building Files\YALE A-1 _2.dwg, 07/15/05 02:32:21 PM, Pet( HP DesignJet 750C Plus (E / AO), 1: 0 op Wmi ehr Paints\Yale Building Files\YALE A-1 _2.dwg, 07/15/05 02:32:21 PM, Pet( HP DesignJet 750C Plus (E / AO), 1: DIVISION ONE - ORNAMENTAL METAL OMiT DIVISION TWO - ARCHITECTURAL WOODWORK 2.1 All architectural woodwork shown on the drawings shall be provided complete in place as specified herein. Materials are of grade, species, treatment, construction, thickness, pattern, finish matching, and appearance required. 2.2 Shop drawings showing each item specified, shall be provided, completely detailing joinery and other construction, Including anchorage and displaying the Certificate of Compliance of the Woodwork institute of California for the grades specified. 2.3 Fabrication shall be in strict accordance with original design and the approved shop drawings. 2.4 Methods of installation and connection are as required. Workmanship is adequate, with no tool marks, open joints, or other defects. Furring and blocking are provided and installed as required to receive materials. DIVISION THREE - DOORS AND FRAMES 3.1 DOORS: 3.1.1 All doors, frames and assemblies listed in door schedule of drawings shall be Provided, complete in lace, as specified herein. Strict adherence to size, type, design, grade, and specialty features is expected. 3.1.2 Provisions to receive hardware or any additional reinforcements necessary for hardware are required. 3.1.3 Clearances for acceptance of thresholds, weather-stripping, gasketing, carpeting, etc. are required. 3.1.4 Fire -rated door and assembly are provided as required by Anderson -Associates specifications, Title 19 and 24 of the California Health and Saftey Code. Labels and identification are provided on door and assembly. Fire rated doors are not to be cut out in any manner that would void thier rating. Bail bearing hinges are to be used. All fire rated doors shall have I.C.B.O approved Intumescent Seals/closers. Installation per test report. Under -cut 3/4" maximum. 3.1.5 Doors are hung straight, level and plumb. 3.1.6 Door functions smoothly and easily, and hardware is properly adjusted. 3.1.7 Factory finished doors shall be retouched if necessary. Unfinished surfaces effects to exposure or any defocements removed with through sanding and cleaning before finish/sealer coats are applied. All sides and edges to be properly finished. 3.2 FRAMES: 3.2.1 Sound -deadening treatment is provided if required. Fire -rated frames have labels and proper identification per Title 19 and 24 of California Health and Safety Code. 3.2.2 Frames are provided with special features such as silencer holes. 3.2.3 Frames are Installed straight, level, and plumb and adequately braced where "built in". 3.2.4 Frame is grouted during installation. Frame is caulked if required. In concrete or masonry wall. 3.2.5 Special light -proof, soundproof, lead -lined, etc. frames are provided where specified. 3.2.6 Install per manufactures specifications, siostomeric sealant Inside and outside including all around exterior doors. Use sealant manufacturer specifies for_given use. Approved sealant: vulkem 921 /922 by Mamco International (color to match door frame). DIVISION FOUR - HARDWARE AND SPECIALTIES 4.1 Hardware is installed in accordance with manufacturer's templates and instructions. 4.2 Finishes are as required and finishes match In each area. 4.3 Hardware Is removed and/or protected during painting and cleaning operations. 4.4 Fire -door hinges are steel with ball bearings or an otherwise approved for a labeled assembly. 4.5 Mortise -type hinges are mortised flush. 4.6 Mortise hinges on door leaf to V4" from stop side of door, and jamb leaf 5/16 from stop (3/8 and 7/16" on very thick doors) unless otherwise required. 4.7 Unless otherwise required, top hinge is mounted 5" below finish door frame and bottom hinge is mounted 10" above finish floor. 4.8 Closers are attached to wood doors with through bolts and grommet nuts and to metal doors with sex bolts unless otherwise required. 4.9 Closers are adjusted by hardware supplier representative if required. 4.10 Observe operation of closers as soon as possible after installation for proper operation - silent closing and smooth operation at arc opening. Panic devices are properly latching. 4.11 Every door shall be provided with a door stop to protect doors, walls and hardware. A doorstop is made for every condition. 4.12 Stops or holders to be attached to wallboard, plaster, etc. are screwed to solid blocking. 4.13 Centerline of push plate is 45" from finish floor, and centerline of pull plate is 42" from finish floor, unless otherwise required. 4.14 Kick plates clear stops on push side of door and not more than 1" Is exposed on each edge of door unless otherwise required. 4.15 Thresholds are of required size, type, and Interlock and anchored as required. Max 1/2" height in 1/4" increments. installed in full bed mastic. 4.16 Weather stripping and sound stripping allow proper operation of door. 4.17 All hardware is complete and with required type and number of bolts, screws, and fastening devices Installed. 4.18 Keying instructions with Owner are understood, and keys are delivered to owner as required. Observe that construction locks are removed and permanent cores are provided. DIVISION FIVE - STOREFRONT WINDOWS, GLAZING & SEALANT 5.1 Types, thickness, quality, pattern, finish, etc, of glass are as required and glass is labeled or otherwise Idsntifiad as specified in drawings herein. 5.2 Type, materials, and methods of glazing, putty, glazing compound, tape, gasketing, glazier points, screws, shims, separators, beads, special sections, etc., are required and specified. 5.3 No alteration or attempt to alter size or edge of heat strengthened, tempered, or insulating glass Is made on job. 5.4 Cleaning of glass is performed properly without scratches, and all surfaces are free of labels, puffy, compounds, paint, and other defacements. 5.5 Interior ds glass is installed using soundproofing methorequired and is otherwise vibration free. 5.6 Mirrors are installed as required - built-in anchorage method, concealed, non -temperable fastening, centered on fixtures, or otherwise located, frames or rosettes, etc. 5.7 Provide tem eyed glass where required by code, including U.S. Consumer Produots Safety Commission Regulation 16CFR. j 5.8 Install glazing according to recommendation of manufacturer with all recommended gaskets, compounds, setting blocks, shims, and other materials necessary. 5.9 Tool all compounds to form smooth, dense joints. j Clean and trim all excess glazing materials from the glass and stops or frames promptly after Installation j to provide straight uniform sight lines. Eliminate stains and discoioraiions. 5.10 All glazing shall be accessible with removable stops. 5.11 Conceal all tong marks on glass frames. No exposed tong marks permitted. 5.12 Glass thickness on exterior to be 1/4" thick or as required to meet code for pone size/span and wind food. 5.13 Storefront and exterior windows, to match existing U.N.Q. elosiomeric sealant per requirements listed in 3.2.6 these specifications all around exterior windows, inside and out. 5.14 interior windows to be P.F.S. timley frames with 1/8" double glazed j gloss U.N.O. 5.15 Install sealant inside and out as recommended for use by manufacturer to provide weather tight building, wall cavities, etc. DIVISION SIX - MILLWORK 6.1 The millwork contractor shall submit shop drawings on all items of architectural woodwork. 6.2 The millwork contractor shall submit samples of each wood finish. 6.3 The millwork contractor shall verify all equipment sizes and required clearances to ensure best fit and proper equipment operations. 6.4 The millwork contractor is responsible for verifying that adequate delivery and installation access dimensions exist. 6.5 Refer to project millwork specifications for information on quality standards, hardware, etc. 6.6 The millwork contractor shall scribe and seal tight to wall all countertops and base cabinet flops. 6.7 All woodwork, blocking, grounds, miscellaneous blocking to be fireproofed, in accordance with municipal code, if required. 6.8 The millwork contractor shall coordinate setting of all necessary work blocking in conjunction with his work, unless otherwise noted. 6.9 Where wood surfaces are painted, wood is to be properly sealed, sanded, primed, and is to receive shop finish coat by the millwork contractor. 6.10 Where electrical work is specified in conjunction with cabinet work, lamps and fixtures are to be provided by the general contractor. Cutouts for switches, outlets, etc. (as required) to be by the millwork contractor, and to be coordinated by the electrical contractor, unless otherwise noted. 6.11 Provide all fasteners and connectors necessary for proper Installation of the work, of types and sizes appropriate for intended use. 6.12 Undercut all doors to clear top of carpet by 1/8" maximum. 6.13 Test and adjust all doors for proper closure and for smooth, quiet operation. 6.14 Hardware to be per recommendations of the Woodwork Institute of California. All drawers to have ball bearing roller guides. Cabinet doors to have Euro Hinges. 6.15 All millwork will be Woodwork Institute of Colifomio, custom arode, for offices, efc. Laboratory grade for lab cabinets. All milfwork will display the W.I.C. "Certificate of Compliance" stickers, unless approved otherwise in writing by owner. 7.1 Stud spacing is as required. Studs are doubled -up at jambs. Special reinforcement and heavy gouge studs are provided as required. 7.2 Studs are securely anchored to watts and columns and fastened securely anchored floor plates. Sound proofing, such as caulking beads, is provided at floors, walls, etc. as required. 7.3 Locations, layout, and plumbness are verified. 7.4 Channel stiffeners are provided as required. 7.5 Cut studs for cutouts and openings are properly framed. 7.6 Hangers of properly type, size and gouge are provided, and are saddle tied, bolted, or slipped as required. 7.7 Tie wire material and size for connection of channels to runners is provided and properly tied. 7.8 Elevation and layout of furringg is understood. Installation provides a true plane surface, plumb or level as required. DIVISION SEVEN - GYPSUM DRYWALL (CONTINUED) 7.9 Comer beads, expansion devices, casings, trim and other accessories are provided and properly installed. Control Joints: 30' o.c. mox. stralght walls. 40' o c mox ceilings per USG Gypsum Constructlon Handbook. Use U.S.G, !OS double studs at each location 7.10 Agency lnspection of wallboard is performed before closing -in if required. 7.11 Type, thickness, length, and edges are as required. erify if horizontal or vertical application is required. 7.12 Fire -rated wallboard and installation system is provided where required by type of construction, occupancy, or if fire -rated, all recesses over 16" square are boxed in, or otherwise. 7.13 Special type of wallboard is used for damp locations if required. Observe that cut ends and cutouts ore properly sealed. 7.14 Correct sizing for cutouts, outlet boxes, etc. is performed to avoid patching, sound passage, and thermal loss. Require sawing and do not allow scoring and knock -out. 7.15 Wallboard Is held up from floor 3/8" minimum. 7.16 Special installations required for soundproofing are provided. 7.17 Vertical joints are aligned with door jambs. 7.18 Taping system is of type, compound, and method required. 7.19 Number of coatings required is provided, equipment and tools are suitable, sanding between coats is performed, feathering Is out 12" to 16", and joints will be unnoticeable after finish is applied. Observe that curing time is adequate, and check for bubbles and dimples. 7.20 Type of texture or finish is understood. 7.21 Types of internal and external metal corners are provided as required. Wallboard accessories are of type required. DIVISION EiGHT - FINISHES 8.1 CEILING SUSPENSION SYSTEMS (Installed per U.B.C. standard 25-2) 8.1.1 Layout of suspended system Is understood and coordinated with work of other trades to allow adequate space and avoid Interference. 8.1.2 Hangers of proper material, gouge, and spacing are provided as required. Intermediate hangers are provided because of field conditions. 8.1.3 Hangers anchored to concrete support systems are installed as required. 8.1.4 Hanggers anchored to steel support systems are installed as required. 8.1.5 Sway bracing to be provided. 8.1.6 Suspension system, components, and accessories are provided and installed as approved and required. 8.1.7 Perimeter and edge conditions are provided and Installed as required. Joint treatment Is consistent. 8.1.8 System is installed and adjusted in true alignment, even and level. 8.1.9 System does not receive loading from other equipment, fixtures, or materials not Included in its design. Fire -rated systems are installed in accordance with U.L. requirements and with hold- down clips. 8.1.10 Access to equipment above ceiling is provided as required. Identification of access Is provided by use of labels on "T" bars or colored pins, or as required. 8.2 RESILIENT FLOORING 8.2.1 Contractor shall provide all resilient flooring complete in place, as indicated on drawings, specified herein as to type, size thickness, pattern, and color of material. 8.2.2 On slabs, all patching, grinding, and correction of defects Is performed before installation. Surface shall be smooth and level without more than 8.2.3 Floor material is installed in proper sequence of schedule to minimize damage by other trades. 8.2.4 Primer, adhesive, or cement is as required and shall be waterproof. Application shall be of proper rate and has proper tackiness. 8.2.5 Underlayment and felt lining are provided as required. 8.2.6 Use single lot for any one area. If more than one lot of fife is used in one area, all material is pre - shuffled to achieve random distribution. 8.2.7 Rolled material is unrolled at least 24 hours before installation if required. 8.2.8 Pattern matching is observed in sheet material instillation. 8.2.9 Base complies with approvals concerning size, thickness, cove, color, and type, and molded exterior, interior, and ends. Non -rusting nails shall be used if required. Top set base shall have firm contact with wall and floor. 8.2.10 Provisions for thresholds, breaks, and joining to adjacent, dissimilar materials are as specified and understood. 8.2.11 Excess adhesive and other surface blemishes shall be thoroughly removed from tile. Protect Installation from damage until acceptance by owner. 8.3.1 Carpeting, padding and all necessary accessories are as specified in drawings herein and approved 'by Ander Associates. Perform test moisture per section 8.2.2; this shee . 8.3.2 Conditions and methods of thresholds and edge joining of dissimilar materials are as specified and understood. 8.3.3 Seam and pattern layout diagram shall be submitted to Anderson -Associates for approval prior to Installation. Seams shall avoid heavy traffic areas or highly visual areas. 8.3.4 Some color (dye) shall be run in one area. 8.3.5 Carpet shall be unrolled for 24 hours before Installation. Material is laid In some direction. manufacturer's roll sequence numbers shalt be followed. 8.3.6 Carpet shall be thoroughly cleaned to acceptance by Owner. 8.4 PAINT/FINISH/WALLCOVERING 8.4.1 All interior exposed surfaces shall be finished with types of finish accordance with the finish in the drawings as specified herein. new pointable finishes to be primed and pointed. 8.4.2 Painting/finishing/wallcovering shall be in complete accordance with original design and manufacturer's recommendations. A minimum of three (3) 8" x 10" samples of each color shall be submitted for approval prior to application. 8.4.3 Work of other trades shall be inspected to verify that such work is to point of completion that painting/finishing/wallcovering may commence.. Protection of adjacent areas, surfaces, and items is provided. 8.4.4 All walls receiving finish shall be cleaned of deleterious substances, holes patched, sanded, and finished smooth. 8.4.5 Pointed walls shall receive minimum one 1) coat of compatible piggmented sealer and two (2) coats specified point, allow sufficient drying time. 8.4.6 Hardware, trim, fixtures, and similar items are removed during paiming operations or otherwise suitably protected. 8.4.7 Prior to wall covering installation, walls shall be sealed with an undiluted vinyl -acrylic -based pigmented sealer. 8.4.8 All fabric wall coverings shall have required backing prior to installation. 8.4.9 Provide a continuous J-metal trim finished per Anderson -Associates specifications at all outslide corner conditions where a wall covering meets, another wail finish and no stop or suitable termination line is shown or indicated. 8.4.10 Completed work shall match Anderson -Associates approved samples for color, texture, and coverage. Remove, refinish, repaint or repair any finish work not In compliance with specified requirements.. 8.4.11 Finish areas shall be cleaned and protected prior to Owner acceptance. 8.4.12 All fabrics used in the project are to be backed per manufacturers' specific recommendations for a smooth and even application to the vertical surfaces. All fabrics are to be flameproof per NFPA (National Fire Protection Associates) standards for the #701 vertical burn test, small scale, regardless of specific ASTM ratings. 8.4.13 Contractor to supply fabric houses with specific takeoffs of all wall coverings and place reserve on quantities due to long lead times, flame proofing requirements and Installation procedures. Cuttings are to be submitted to Anderson -Associates for approval of all wall coverings prior to purchase and installation to insure accurate color matching for specific dye lots. 8.4.14 If contractor alters original specifications, the contractor shall supply Anderson -Associates with actual brushouts of all points. Fiat and semi -gloss to be used on the project for approval prior to purchase and installation. Samples are to be on 24" x 24 drywall with undercoats, base coats and finish coat per manufacturers' recommendations. 8.4.15 Once approved for installation, all paint must be applied to property prepared surfaces, per manufacturers recommendations to provide a smooth, accurate and even finish. DIVISION EIGHT - FINISHES (CONTINUED) 8.5 TILE WORK 8.5.1 All materials supplied shall be in accordance with drawing specifie herein. Tile shapes, colors, sizes, patterns, grout color and sealarr are to be approved by sample submitted to Anderson -Associates. Installation per Tile Council of America latest standards an Laticrete details and s ecifications. Perform moisture test per sec Tanthis sheet. 8.5.2 Loth Is zinc -coated, tiled with zinc -coated wines, and properly located, lapped, and tied. 8.5.3 Waterproof membrane, felt, or other backing is provided, as required. 8.5.4 Tiles are to be set straight, plumb, perpendicular, and with uniform joints. Expansion joints are formed and located as required. 8.5.5 Threshold and edge conditions are followed as specified. 8.5.6 Location of drains and slopes to drains shall The to code and followed strictly. 8.5.7 All file work shall be cleaned and protected after complete installation for Owner acceptance. STRUCTURAL NOTES AND SPECIFICATIONS r ! 1' _ fs 2500 PSI MINIMUM STRENGTH AT 28 DAYS FOR FLOOR SLABS AND CURBS. 3000 PSI MINIMUM STRENGTH AT 28 DAYS FOR ALL OTHER CONCRETE (U.O.N.). THE ABOVE VALUES ASSUME SULFATE EXPOSURE IS NEGLIGIBLE PER UBC TABLE 19-A-3. PROVIDE SULFATE TEST OR USE TYPE V CONCRETE & 4500 PSI MINIMUM CONCRETE STRENGTH WiTH A MAXIMUM OF 0.45 W/C RATIO. NO SPECIAL INSPECTION OR TESTING REQUIRED UNLESS NOTED ON PLANS. CONTROL JOINTS IN SLABS SHALL BE AS SHOWN OR AS DIRECTED BY THE ENGINEER (15' X 15' MAXIMUM GRID). REINFORCING STEEL: ASTM A615 GRADE 0 A E 6 FOR ALL TYPICAL BARS. ASTM A706 GRAD 6 FOR ANY BARS TO BE WELDED. PROVIDE 40 BAR DIAMETER LAPS (24" MIN) AT ALL SPLICES. CONCRETE SLAB ON GRADE REINFORCING SHALL BE POSITIONED AT THE CENTERLINE OF THE SLAB BY THE USE OF CONCRETE OR STEEL CHAIRS. WIRE MESH REINFORCING: SHALL CONFORM WITH ASTM A82-70. MESH SHALL BE POSITIONED AT THE CENTER LINE OF THE SLAB. ANCHOR BOLTS: ASTM A307 WITH STANDARD HOOK OR HEAVY HEX NUT TACK WELDED TO END. FOOTINGS: SHALL REST ON FIRM, UNDISTURBED NATURAL SOIL OR APPROVED 90% COMPACTED FILL AT A MINIMUM DEPTH INDICATED ON THE DRAWINGS. DESIGN SOiL PRESSURE = SEE RECOMMENDATIONS IN SOILS REPORT BY: WOOD STUD WALLS: STUDS SHALL BE 2 X 4 AT 16 INCHES ON CENTER UNLESS OTHERWISE INDICATED. STUDS AT PLUMBING WALLS SHALL BE 2 X 8 AT 16 INCHES ON CENTER OR DOUBLE WALL USING 2 X 4 STUDS. 14 � BUILT-UP ROOFING SHALL BE CLASS A OR B, MINERAL SURFACED CAP SHEET TYPE OR APPROVED EQUAL OR AS SPECIFIED ON PLANS. ROOFING SHALL COMPLY WITH CHAPTER 32 OF THE CALIFORNIA BUILDING CODE SPECIFICATION: JM 46 GNC 4-PLY CLASS "A" UL APPROVED UNLESS OTHERWISE INDICATED, ALL RAFTERS, PURLINS, JOISTS, BEAMS, HEADERS, AND POSTS SHALL BE DOUGLAS FIR NO. 1 GRADE OR BETTER. ROUGH HARDWARE SHALL BE SIMPSON STRONG -TIE CO. INC. OR APPROVED EQUAL. SUBSTITUTIONS FOR SiMPSON STRONG -TIE CO. INC. PRODUCTS MUST BE PRE -APPROVED IN WRITING BY THE DESIGNER. PLYWOOD: SHALL BE A MINIMUM OF 5 PLY AND CONFORM WITH CURRENT REQUIREMENTS OF PSI AND SHALL BE GRADE MARKED. PLYWOOD GRADES ARE INDICATED ON THE DRAWINGS. GLUED LAMINATED BEAMS: COMBINATION 240OF-V8 FOR CANTILEVERED OR CONTINUOUS BEAMS, AND 2400-V4 FOR SIMPLY SUPPORTED BEAMS UNLESS OTHERWISE SHOWN ON DRAWINGS. DRY CONDITION OF USE IS ASSUMED. USE WESTERN SPECIES WOOD ONLY. THE PORTIONS OR PARTS OF BEAMS EXPOSED TO THE WEATHER SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. FABRICATOR SHALL SUBMIT AN A.i.T.C. CERTIFICATE OF COMPLIANCE AND SHOP DRAWINGS TO THE BUILDING DEPARTMENT FOR EACH BEAM AND POST PRIOR TO ERECTION. BOLTS: ASTM A307. CONNECTIONS NOT DETAILED SHALL CONFORM WITH AISC SPECIFICATIONS. STRUCTURAL STEEL: UNLESS OTHERWISE INDICATED, STEEL SHALL CONFORM WITH ASTM A-36. FABRICATION AND ERECTION SHALL CONFORM WITH AISC SPECIFICATIONS. A CERTIFICATE OF FABRICATION FROM THE SHOP PERFORMING WELDING OR A REPORT FROM THE SPECIAL INSPECTOR MUST BE FURNISHED TO THE JOB INSPECTOR PRIOR TO FRAMING APPROVAL. ALL STRUCTURAL & MISC. STEEL SHALL BE DELIVERED TO THE JOB SITE SHOP PRIMED. NO EXCEPTION. WELDING: SHALL CONFORM WITH AMERICAN SOCIETY SPECIFICATIONS AND SECTION 26-8 OF UBC STANDARDS. FIELD WELDING REQUIRES SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR. ALL WELDERS SHALL BE CERTIFIED. USE EXX70 ELECTRODES UNLESS OTHERWISE NOTED. PIPE COLUMN: SHALL CONFORM WITH ASTM A501 OR ASTM A-53, TYPE E OR S, GRADE B. SHALL E OORM LL CNFWITH ASTM A500, GRADE B. (46 KSI) LIGHT GAGE STEEL: SHALL CONFORM WITH AMERICAN IRON AND STEEL INSTITUTE SPECIFICATIONS. METAL STUDS: BEARING STUDS AND TRACK SHALL BE 16 GAUGE (U.O.N.). ALL CONNECTIONS SHALL BE WELDED OR SCREWED. STEEL SHALL HAVE MINIMUM YIELD 33,000 PSI. SPECIAL INSPECTIONS: ALL INSPECTIONS SHALL BE MADE PER SECTIONS 108, 1701 & 1702 OF THE 2001 C.B.C. Special Inspection Requirements anchors. EMIL NMI 0 / 111 040� 4. 9 1 ZUJ 0 LLJ ,rr .r Ln w: M j� �IiII IilllifCN Ili► .I�IIIII� LLJ cc;l��lII1 IIII ALL IDEAS. DESxINS, AND ARR DEMENTS RIOR:ATED ON THESE ORAWINGs ARE THE PROPERTY OF AND ARE iNn)= TO BE USED IN CONNECTION WITH THIS SPECIM PROJECT ONLY AND SNAIL NOT OTHERM RE USED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF THERE SHALL RE NO CHANCES OR OEV4alONS FROM THESE ORAWINGS OR THE ACCOMPANYING SPECIFICATIONS WITHOUT THE WRITTEN CONSENT Of ANMRM-ASIDMVS 4 c!� Z Z J? X LLl 0 I LLJ I W r-JL-1 Z i C) n C3°4 L..._! DATE 07/08/05 DWG SCALE: N.T.S. DRAWN W. PH PLAT SCALft 1'a,' Jae NCI. BEER -PAINTS CARD TiTLEt YAT E A-1.3 SR" mu EXECUTION NOTES am NUAeiRt A-1.3 ehr Paints\Yale Building Files\YALE A-1.3.dwg, 07/15/05 02:33:42 PM, Pet( HP DesignJet 750C Plus (E / AO), 1: I i , - � � i — CARRIAGE DRIVE I I I I I � , � � 1 86-10%'" YARD 5SIBLE P TTACHEr, lililim-d1111111116i — � — ­!Mmnnr_�� 651-211 S&SA6k t I :%%'1% I I .*.,. I OR'.%,.,li .... ­.. 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R .•­ il I ? 9 =,A�i� �=11­1 � 1"i I .. .. _L___ 1� Is , � I , i �,=�� 1 j *,-� � i i �\, , —_ , , "I I -I i� I ; � I 1 I 011 ?, ['*, I 1�,,, ? I I � I 9 �; 1' I 1� -*,, � 9 ,P.�,-,; � �f`<q H 'f""', it "'�Z'L I � I � I I � 14 �I 9 Si, g 1'. i �, 9 I I � i 0 !,,,,, ,, � ; ., 11 ) � �,�., I 1 r , I _ a I P, 91 , � - ; 'I !, N11 , ii I I � 'i 11 ` H -----, _-A I � , i 115111 � W I t �', M � - _ - - ,�"R, , , - U -4, " k " — I I - 1 " e � ,_, ------------------------------ - �- :, r I -_------- __� N < - N I SEE )j P '__111_,� ENLARGED; ' Tea, tn I �_),�,, 112, PLANS ) i, Ilk I'7- __= . R = . 1� 11 'I 1 , 11 I , I ii i 0 ill , ­­ "Now niiiiiiiiiiiiiii If'---—, ___ _--allow"11--Amm --- - -I,---- V = -� � A In- tu 0 I 0 ADJACENCENT PRQPERTY (N.I.C.) 0 4 Behr Process Corporation 3001 S. Yale St., Santa Ana, CA 92704 (714) 545-7101 Fax: (714) 241-1585 September 13, 2005 Eric Evans, Senior Fire Inspector City of Santa Ana Fire Department o 0 1439 South Broadway. . Santa Ana, CA 92707 Fax: 714-647-5751 5HADEO AREA 15 SCOPE OF, INORK RE: Response to Color Lab Plan Check Comments (Plan Check No. 10150648) 1 Dear Mr. Evans: . a 0 1 This letter addresses types of hazardous materials stored, quantities and containers for the Color Lab project at Behr Process Corporation's 3001 S. Yale Street facility. Please confirm that this table meets your approval and we'll add to our drawings. I Color Lab Material Classifications and Storage Info . Item Classification Typical Product[ Typical Typical Sealed/ Description MSDS Numbers Open Stored Quantities Quantities & Containers - Colorant Irritant, Flash Point Engelhard 45204 10 gallons 30 gallons / Qt. N t atermined (See attached) Sealed Containers Behr Paint Irritant, Flash Point 1050,1850, 4050, 20 gallons 150 gallons / (Water -Base) Not Determined 3050,8050 Qt, gal, 5-gal sealed . . containers Behr Paint Combustible, 3800,3850 5 gallons 50 gallons/ (Oil -Base) Class 11 Qts, gal, 5-gal sealed I containers I . 0 Sincerely, Anthony Gmitruk Engineering Manager Behr Process Corporation 7r14-545-7J04-;-x­27671' . "I 0111341:11,11OW" I "r,111 r1i M_ V % 00 I i< n yt P N (011-011 SETBACK T-1 /11., i - ,� �� Ill V j \ I I , CODE- r AREA ANAL"SIS I , I I X I I � 1. CONSTRUCTION TYPE: 111-N � i 1 2. ALLOYl & 9EA. I f � BASIC AREA: 12,000 S.F. I I MULTI -STORY x 2 = 24,000 S.F. , , I FULLY FIRE 5PRINKLEREP x 2 = 60 FT. MIN. YARDS, 5 SIDES 2 45,000 S.F. I � x = �f 3. PROVIDED- "71,510 S.F. fist FLOOR PROVIDED: 8,175 5.F 2nd FLOOR II i'll = 80,048 S.F. TOTAL ') PAR<ING L_ 1. A) 5 OCCUPANCY - . . . I . . = ' (LESS THAN % ALREADY CO Fo-IREQUIREP I,--.,/-, it 5 OCCUPANCY (TE5TiNC7 LA / 2,446 S.F. + 1,000 = 2.44a �REouip,Ep � Z * F-1 OCCUPANCY 10,256 S.F. - 1,000 S.F. Z, \ , = 10.256 X 2 = 20.41 221 SPACES REQUIRED 5. 5-1 OCCUPANC,'Y' ., 50,5411 S.F. + 1,000 S.F... 5035 5-0 SP6CES REQUIRE "---, , \" 7 TOTAL; FUR SPACES REQ. I/ F, H.C. PARKING FBI SPACES li �( PROVIDED; F1 0- _-11 SPA C E 5 / I ; ka NAAE 611111, � � T IF_111111111!17141�i 1. A) B OCCUP ,__/"_�,,__,,_/__ I'll - 80,045 S.F. = 21.2% -7 <) 1, B) B OCCUPANCY 1) !�, I , 2,446 - 80,048 5.17. = 5.1% '� , 2. F-IOCCUPANCY ) I - � 10,256 5F.+ 50,04a 51. = 12.8% 1 �/ 1'_ 3. 5-1 OCCUPANCY ), (I 50,5441 S.F. + 80,048 S.F. = 62.01% ) M-7111 13; ; I � ill 1 h1! ii � 1`47, , ] , 1 illilliff-i-ini, 10! , � M-727 I. .t I � FIRE DEPARTMENT FINAL INSPECTION REQUIRED. SCHEDULE ALL � INSPECTION "12 HOURS IN ADVANCE BY CALLING ('114) 641-5100 I/ I I I 2. , IDENTIFY THE TYPE OF MERCHANOISE/MATERIALS TO BE STORED / � AN12/01i THE TYPE OF MANUFACTURING. ) 3. PROVIDE 2A IOBC MINIMUM RATED FIRE EXTINC51JI5HEll To BE ) �; LOCATED ON EACH LEVEL AITHIN'75 FEET OF TRAVEL D15TANCE � FROM ALL AREAS. TRAVEL DISTANCE IS 50 FEET IN AREAS HAVING FLAMMABLE LIQUIDS. 4. <) FIRE SPRINKLER SYSTEMS PER N.F.F.A.STANPARD i3 SHALL BE i I/ PROVIDED. REASON FIRE SPRINKLERS REQUIRED T1 ALTERATION. ) 5. FIRE SPRINKLER SYSTEMS WITH 100 OR MORE REQUIRE 24-HOUR < ) SUPERVISION. THIS INCLUDES HATER FLON AND TAMPER SWITCHES ON ALL CONTROL VALVES, I.E., DOUBLE BACKFLOIN, PIV, FLOOR � CONTROL, ISOLATION VALVES, ETC. / � ii PLANS FOR THE FOLLOWING SYSTEMS SHALL BE SUBMITTED (THREE ,� COPIE5) TO THE BUILDING DEPARTMENT FOR FIRE DEPARTMENT ') APPROVAL PRIOR To INSTALLATION. FIRE SPRINKLER ALTERATION, � It -1. EXIT DOORS SHALL BE OPENABLE FROM THE IN51PE WITHOUT THE USE � OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. PROVIDE 5ELF ) \t RELEASING LOCKING DEVICES ON EXIT DOORS. &1)'. a. A SIGN THAT READS, 'THIS DOOR TO REMAIN UNLOCKED DURING ,J BUSINESS HOURS" Y41TH A MINIMUM ONE (1) INCH LETTER55HALL BE -11 PROVIDED ADJACENT To EXIT DOOR MAIN ENTRY ) q. Z_ \ I "EXIT" 5161`15 SHALL BE IN BLOCK LETMR5, A MINIMUM OF 51X (6) 11,� INCHES H16H WITH A SMOKE OF NOT LE55 THAN 5/4 INCH. LUMINANCE � ON FACE OF 5165N SHALL BE 50 LUX. 4."\ 10. "EXIT" 5I&N5 SHALL BE ELECTRICALLY ILLUMINATED AND F_NF_RC,IZF_P FROM i SEPARATE CIRCUITS. 5HOA ON ELECTRICAL PLANS, ONE OF THE ABOVE ) CIRCUITS SHALL BE PART OF THE EMERGENCY LIGHTING SYSTEM. < 11. EXIT 5I&N5 SHALL BE PROVIDED IN ACCORDANCE WITH CURRENT EPITION5 I / \ OF C.B.C. AND C.F.C. 5HOYq LOCATION ON FLOOR OR REFLECTED CEILING 1 PLANS. 12. ) 5TORA&E, 5>15PEN51N6, OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS,' FLAMMABLE 6ASE5, AND HAZARPOU5 CHEMICALS SHALL COMPLY WITH "I UNIFORM FIRE CODE REQUIREMENTS. 15, ' PROVIDE ADDRE55 NUMBERS AT LEAST 51X (6) INCHES HI(5H, NHICI-15HALL BE PLAINLY VISIBLE FROM ROADAAy, . 14. 1 HIGH -PILE COMBUSTIBLE 5TOr,K, (COMBUSTIBLE MATE41AL5 IN CLOSELY PACKED PILES MORE THAN 12 FEET IN HF-16HT OR ON PALLETS IN RACKS MORE THAN 12 FEET H16H, RUBBER TIRES, PLA5TIC5, AND 50ME FLAMMABLE LlaulDs MORE THAN 51X FEET) IN HEIGHT SHALL COMPLY KITH CALIFORNIA FIRE CODE AND N.F,P,A RE6ULATION5. e * (n I Z LU tn < UJI D Cie U z N Ln LJJ LU (=) Ln 000 00 >,c Ciiii 0*$ Le) I (A M A r Z tn 01N .0 " U ,CN 4 Ln V. en %, D r-, %0 %N-001 O-ft% It AM . LU UJ E I Z=ZS I r- < 0 >< I ALL 101i DESIGNS, AND AWAOMENTS MULCTED ON THESE DRAWINGS ARE THE PROPERTY OFAMOEISON-ASSOCIMS AND 11 ARE WENDED 70 BE USED IN CONNECTION WITH THIS SPECIM PROJECT ONLY AND SHALL NOT OTHERM RE USED FOR ANY PURPOSE WATSDEVER WITHOUT THE WRITTEN CONSENT OFANDISRSON-ASSOCIAM. THERE SHALL RE NO CHANGES OR DEVIATIONS FROM THESE 011 OR THE WRITTEN CONSENT OFANDMION-ASSOCIll I I -_ "It 0 r1_ N 4i O'� Cnio q U Z 7c 11 M >..i Cd .i 0 — P4 ('-� Z) '-' 4� DO W 0 0 lu 0 Cd PQ Cn (n Z l'— V) I >< to U_ 0 a S �= I I r _ � I I = LU I 1 '17,I :E I � r-L, 65 ') > _v� n 0 Fq W J Pq 0n a" r_ 1, r �Z�. , � 1 r --- I I � F- Z P4 < c� Z >L.0 Iii- 0 ill I n I.A.: Vi r� CD en il in n `� 0,111A Z LLJ VU-5), Zr=, __J U I I I-W ARC .f �W' J.2% � 0_0 � 5/31/2007 RENEWAL ill I \ � kEV. DYE - ISSUED FOR � & 06130105 B.D. REV. I -V-T- :I � I — DAM 07/06/05 SCAIR i*=W--r Ol W. PN J100 NCR BEHR-PAINTS CARD 71112 VALLA-2 I *WMM EXISTING SITE P1 AN awNtam Aa.2 I .. E:\Behr Paii 1 nts\Yale Building Files\YALE A-2 SITE PLAN.dwg, 09/01/05 10:21:35 AM, Pet( HP DesignJet 750C Plus (E / AO), I - ' ' - -� = � �DASHED 5TRIFIN(9 ARE PAINTED PARKING 5TRIPIN& TO BE � - " _ - '!VALE SCALE 'FLU5H CURB � � ' -50ALE SCALE _ IL a LLJ WU ZI"Ln 00 > co c) MWINGS ARE THE PROPERTY OFAININSCIN-ASSOCIAM AND ME INTENDED TO BE USED IN 0ININECTION WON IRS SPEC= PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ART RW= WHATSOEVER WITHOUT THE WRITIVEM CONSENT OFANDIRICIN-ASMCM5. THERE SHAIL BE No CHANGES OR DEVIATIONS FRDM THESE DRAVANGS OR IRE OF tA LU LU Cie pq 2 T I n n In z C> Uj __j J. 5/31/2007 RE MAI. ENLARGED SITE PLANS E:\Behr points\Yo|e Building Fi|os\YALE A-2.1.dwg, 08/31/05 10:07:06 AM, Peter, HP DeaignJot 750C Plus (E / AO), 1:1 PREFERED DIMENSIONS. SIGN TO BE SEE DETAIL -CENTER LINE OF PARKING STALL BUMPER OVERHAN6­\,, RESERVED FOR SIGN SHALL BE REFLECTORIZE12 'PORCELAIN ON PERSONS WITH STELL DARK BLUE BACKGROUND Y41TH YqHITE INTER - DISABILITIES NATIONAL SYMBOL OF ACCESSIBILITY. X AHITE 5YME30L ON BLUE BACK&ROUN P VAN, ING j FAINT TO BE BEADED TEXTURE. MIN. A VAN SIGN SHALL BE REFLECTORIZED. 51(5N5 MAY AL50 BE CENTERED AIDE PRINCIPAL STROKE ON THE INALL AT THE INTERIOR STRIPES @ BLUE PER CODE #150410 IN END OF THE PARKING SPACE 56" O.C. FEDERAL 5TAN17ARD 5615A TYP. AT A MINIMUM HEIGHT OF 36" FROM THE PARKING SPACE FINISHED GRADE, GROUND OR N kN i PAINT - COLOR TO BE DETERMINED U 461 J 411-00 MAX. 0 MAX. -flF fl SEE DETAIL 6, THIS SHEET CONC. FOOTING PERSEC. 510 STALL AND V-O" MIN. AT SCALE THE BALANCE or- ACCE551BLE PARKING. (THE FIRST OF EVERY 5 TO BEPAINTEV HERE. 5 ACCESSIBLE SPACES MUST BE &-0" MIN. VAN ACCESSIBLE) G.C. TO FIELD VERIFY THE EXISTING CONDITIONS 4 4 MODIFY AS REQ. TO COMPLY V41TH THESE REO'5 IF SUCH MODIFICATIONS ARE REO'V, NOTIFY THE ARCHITECT BEFORE PROCEEPINes, V41 THE AORK. CsFENERAI. DUD= PARKING SPACE NOTIES: I. DISABLES PARKING SPACE MUST PERMIT USE OF EITHER CAR DOORS. SEE DETAIL 1, 2. A PARKING BUMPER 15 REGUIRE12 yqHEN No CURB OR BARRIER 15 THIS SHEET PROVIDED AHICH Y41LL PREVENT ENCROACHMENT OF CARS OVER THE H�c, PAR<ING SIGN SCALE 4 ADJOINING ACCESSIBLE ROUTE. 3. YiHEELCHAIP, USERS MUST NOT BE FORCED TO GO BEHIND PARKED CAR6 OTHER THAN THEIR OAN To ACCE55 AN ADJOINING ACCESSIBLE I'l" MIN 4. THE MAXIMUM SURFACE SLOPE Y41THIN THE DISABLED PARKING SPACE AND ADJACENT ACCESS AISLE MAY NOT EXCEED 2% IN ANY DIRECTION. 5. CURB RAMPS MAY NOT ENCROACH INTO THE REGUIRE12 DIMENSIONS OF V15ABLED PARKIN&SPACES OR ADJACENT ACCESS AISLE. UNAUTHORIZED VEHICLES 6. ACCESS A15LE (LOAl2ING/UNLOADIN& AREA) MUST CONNECT TO AN ACCESSIBLE PATH OF TRAVEL TO THE FACILITY. PARKED IN DESIGNATED ACCESSIBLE SPACES LETTERING ON SIGN MUST SEE 51TE PLAN, NOT DISPLAYING BE A MINIMUM OF I" IN HEIGHT SHEET A-2 DISTINGUISHING PLACARDS SCALE OR LICENSE PLATES DOUBLE H.C. PAR<NG STALLS ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE APPROPRIATE INFORMATION RECLAIMED MUST BE INCLUDED ON 516N .11/ (MINIMUM OF I" IN HEIGHT) BY TELEPHONING :j 2. COLOR 15 r4HITE FIGURE ON BLUE INSTALL ON POLE AND FOOTING AS SHOM ON BACK6RCIUNP. DETAIL 4, T1419 SHEET. (COLOR NO. 150010 IN FEDERAL STANDARD SEE 51TE PLAN SHEET A-2 SITE ENTRANCE SIGN SEE DETAIL 1, THIS SHEET SCALE AT STRIKE SIDE OF SINGLE DOOR, USING YSIHITE TRAFFIC. mmkiRr, PAINT RIGHT SIDE OF VBL. 170OR DOOR PULL tu SEF= SITE PLAN Lil Lil ENTRY 120OR SEE OVERALL BUILDING PLAN, OR MINIMUM 4'BACK UP SPACE SEE SITE PLAN, LU 0 Uj U Z N Ln 00 > co 0 Ln Uj ALL IDEASDESIGK AND ARRAMUM 19DICATE0 ON THESE ARE DITENDED TO BE USED 10 CONNECTION WITH TH* SPECIFIC PRWECT ONLY AND SHALL NOT OTHERWISE BE USED CDWSW OFANDINIM-ASSOCIAM. TREK SHAM BE NO CHANGES OR DE&TIONS FROM THESE DPAVANDS OR THE o LLJ LU pq UJI Lu __j J. -1368 5/31/2007 of c DATE 08/31/05 SCALE 1/8--l-0- ORAVIIN W. PM SHEEr TITLE ADA SITE DETAILS A-2.2 E:\Behr Points\Yo|e Building Fi|eo\YALE A-2.2 SITE DET4|LS,dwg, 08/31/05 10:06:55 AM, Peter, HP DeoignJet 750C Plus /E / AO), 1:9( 3001 S. Yale Street Santa Ana, CA (714) 545-7101 Mr. Dave McClanahan Anderson Associates 1211 North Tustin Avenue Anaheim, CA 92807 Subject Behr Color Lab Process Description This letter summarizes the Color Lab process, including materials used and quantities Purpose and Description of Behr Color Production/Manufacturing Lab Process: The Behr Color Lab (room #113 on the Anderson -Associates plans) creates all of the c and point of sate color formulas used to support the color marketing programs of Behr Corporation. Some of the finished product, made in the lab by mixing paint and colors� customers. The lab also creates the colors needed to support all of the Behr color mai Once colors have been created by the Color Lab and approved by Behr Marketing, the multiple sets of precise duplicates of the selected colors. These duplicate sets are the for these colors. The color standards are stored in the Color Lab freezers for use by th vendor that must match the colors and produce the color cards that are distributed to ri In the process of making sample colors of paint, members of the laboratory staff mix w colorant with finished paint, utilizing paint can shakers. The tinted paint is applied to a dried and tested for color match using precise instrumentation. Color Lab Staff: The Behr Color Lab is made up of a staff of 20 Behr employees and three to five temp( working on a single, shift, five days per week. Color Standards* The Behr Color Lab works with the Behr Marketing Department to create the colors ne, all of the Behr color marketing projects, Color Formulations/Storage: The Color Lab stores the color formulas that are tinted retail stores. The database con 120,000 color formulas. Color Lab Material Handling, Use and Storage: The Color Lab uses two main materials: untinted paint and colorant. Untinted paint is I gallon or five -gallon finished good containers. These containers are delivered on palle receiving docks. This paint is moved directly to the Lab or stored just outside the lab (i warehouse) until processed. Colorant (water -based) is received in five -gallon contairif poured in smaller quantities into colorant dispensers in the lab. Colorant is also delivei individual cans at the receiving docks and delivered to the colorant dispensing station. After adding colorant to the untinted paint, colored/tinted paint is shaken in a paint can shaking, the paint is analyzed for color accuracy and ready for use. I The following table shows typical usage and quantities of materials that will be stored, Color Lab: Color Lab Materials and Storage Item water/ Typical Daily Annual Typical Stored Description Oil Base Quantities Quantities_ Storage Contaii Colorant Water -Base 2 gallons 520 20 gallons store day gallons Typically store( year containers Behr Paint (in Water -Base 50 gallons I 13,000 360 gallons stc finished good day gallons Typically Stare containers) year 15-gal finished c. Behr Paint (in Oil -Base Rarely Used 50 1 gallon or less finished good 50 gallons gallons Typically Store, containers) max year 5-gal finished i containers Equipment List: The Color Lab utilizes the following for tinting more than 100,000 colors per year.: - Six (6) automatic tinting machines, - Three (3) can shakers, - Eleven (11) color spectrophotometers and light booths, - Two (2) colorant dispensing stations - A drying room with drying racks, - Five (5) ovens, - A cold storage room, - Miscellaneous lab tools, drawdown bars and labeling devices. Please contact me with any questions. Sincerely, Tony Gmitruk Engineering Manager Behr Process Corporation Phone: 714-545-7101 Ext. 2767 Fax: 714-241-1585 tored in our will not be 3E from the ants we are Lab, which itact us. NMI Z LLJ 0< LJJ 0 UJ > 0 CO Z C.�Nn tn Z U en • "0 q� CN MUJ D Z = UJ Z tw- < Z 0 EL <U. ALL JOCK DESIGNS. 00 ARRANGEMENTS NOMTED ON THESE DRAWN ARE THE PROPERTY OFANDOWN-ANKUM AND ARE WENDED TO BE USED 19 CONNECTION WRH THIS SPECIFIC PROJECT ONLY AND SHALL NOT OTHERWISE BE USED FOR ANY PURPOSE WRXISOEVER WrTROUT THE WWM CONSENT OrANOMM%W0=B. THEM SPIL BE 00 CHANGES OR DEVATM FROM TNESE DRAWINGS OR THE ACWAONG SPWFICATM WNW THE WRITER CONSENT OrANDENMASSOCM. " ip U Z X U. L.Li 0 r ---- I Z < Z LIJ LA� n n cm� Z LLJ .J U D A -1368 5/31/2007 RENE L Well E;*PAZA DAM 07/06/05 SCAIE 11tr=11-01 DRAM W. PN M NO. REHR CADD 711M M&-KEYPLM SHMTTM E:\Behr Paints\Ycle Building Files\YALE A-3 OVERALL BUILDING,dwg, 09/01/05 10:05:49 AM, Pet( HP DesignJet 750C Plus (E / AO), m zs s __I li ilk H / It j'� /� i [AlOid fill It: 3 Cf it If Ca$ r_ _ ____ ___� t# if ti tt tI 11 if REBTROOM It_______., rT" it Ii J tj �� A i �u' t if REST - � I ROOM TYPi t ! I f,-=-^--- 1 i ti g f I TYP if Ci f II i � t rs ROOM it ji i� ti Q-3 it tt 11 It if L= ,i ! fl` +ter 11 fill-, iiif � Ii 1 1 � if i t tl tiff \ if i j _Jt d if I! rt===^_ __f i_.________-__ s.._______________________� 1. PERFORM ALL REQUIRED DEMOLITION AS INDICATED ON THE DRAWINGS AND AS 512ECIFIEV BELOW. DETERMINE BEARING WALLS AND SHORE -UP, PRIOR TO REMOVAL. 2. THE WORK OF TH15 SECTION INCLUDES THE DEMOLITION AND REMOVAL FROM THE J013 517E OF PORTIONS, OF BUILDINGS SUCH AS DOORS, WINDOWS, 5TEP5 AND AS NECESSARY FOR THE EXECUTION OF THE WORK. THE LIMITS OF THE DEMOLITION AND REMOVAL OF CONSTRUCTION BELOW GROUND LEVEL 15 TO EXTEND TO THE BOTTOM OF THE EXISTING FOOTIN65, (EXCEPT WHERE INDICATED OTHERWISE.) 3. THE CONTRACTOR 15 CAUTIONED TO OBSERVE THE REQUIREMENT5 OF DIVISION I OF THESE DOCUMENT5, REGARDING INTERRUPTION OF UTILITY SERVICES. 4. BEFORE PROCEEDING WITH THE DEMOLITION, DISCONNECT OR ARRANGE AND PAY FOR THE DISCONNECTION OF UTILITY SERVICES SUCH AS WATER, GAS, STEAM, ELECTRICITY, AND TELEPHONE TO AREAS TO BE DEMOLISHED. ALL 1215CONNECTION SHALL BE DONE IN ACCORDANCE WITH THE REGULATIONS OF THE UTILITY CONCERNED. SEAL OFF STORM AND SANITARY SEWERS LEADING FROM AREAS TO BE DEMOLISHED, EXCEPT WHERE THEY ARE TO BE USED. GAP ALL UTILITIES BELOW GRADE. 5. MAINTAIN IN OPERATING CONDITION ACTIVE UTILITIES TRAVERSING THE PROJECT SITE. 6. PROTECT THE PROPERTY, INCLUDING BUT NOT LIMITED TO, MAINS, MANHOLES, CATCH BASINS, VALVE BOXES POLES, GUYS, TREES, SHRUBS, LANDSCAPING, SPRINKLER, ADJACENT BUILDINGS, AND OTHER APPURTENANCES. REPAIR DAMAGE TO ANY SUCH UTILITY DUE TO WORK UNDER TH15 CONTRACT TO THIS SATISFACTION OF THE OWNER. 1. PROVIDE ADEQUATE PROTECTION TO EXI5TING FACILITIES, AND AREAS NOT REQUIRED TO BE ALTERED PER DIV15ION I OF THESE DOCUMENTS. EXECUTE THE WORK IN SUCH A MANNER 50 AS TO AVOID INTERFERENCE WITH THE USE OF, OR PASSAGE TO AND ADJOINING MIL12ING5 AND FACILITIES. 8. BEFORE PROCEEDING WITH THE DEMOLITION WORK THE CONTRACTOR SHALL SECURE APPROVAL FROM THE OWNER. 9. DEMOLISH CONCRETE CURBS, PLANTERS, 51DEWALK5 AND ASPHALT CONCRETE AND CONCRETE PAVING AS REQUIRED. SAW GUTS ARE REQUIRED AT THE BOUNDARIES OF ALL WORK TO BE REMOVED. 5 4 2 � � c f 1 t ! 6 i E i � I c 10. EXPLOSIVES AND BLASTING WILL NOT BE PERMITTED ON THE PROJECT SITE. It. BURNING OF MATERIALS AND DEBRIS WILL NOT BE PERMITTED ON THE PROJECT SITE. 12. DEMOLISH PARTS OF THE STRUCTURE TO BE REMOVED IN SMALL SECTIONS SO THAT ND DAMAGE 15 DONE TO THE REMAINING PARTS. 15. PROVIDE SUBSTANTIAL BARRICADES AROUND AND AT ALL AREAS AND OPENINGS AS SOON A5 SUCH AREAS AND OPENIN65 ARE UNCOVERED OR OPENED. THESE BARRICADES SHALL BE ADEQUATE TO BLOCK ACCESS AND TO AFFORD DIRECTION TO THE PUBLIC AND WORKMEN. MATERIALS SALVAGED FROM THE WORK MAY BE USED FOR HIS PURPOSE. 14. ITEMS NOT DESIGNATED FOR RETENTION BY THE OWNER BECOME THE PROPERTY OF THE CONTRACTOR, WHO SHALL REMOVE THEM FROM 517E ARE UNCOVERED OR OPENED. THESE BARRICADES SHALL BE ADEQUATE TO BLOCK ACCESS AND TO AFFORD DIRECTION TO THE PUBLIC AND WORKMEN. MATERIALS 5ALVAGED FROM THE WORK MAY BE USED FOR H15 PURPOSE. CONTRACTOR TO VERIFY RETENTION ITEMS WITH OWNER. 15. VERIFY 45 HOURS PRIOR TO COMMENCING DEMOLITION WHETHER THERE ARE ITEMS DESIGNATED TO BE RETAINED BY THE OWNER. REMOVE ANY OWNER CLAIMED ITEMS FROM SITE AND STORE WITHOUT COST OF OWNER. 16. SALVAGED MATERIALS MAY NOT BE DISPOSED OF AT THE SITE BY SALE, GIFT OR OTHER MANNER TO THE GENERAL PUBLIC, OR TO LICENSED CONTRACTORS OR MATERIAL MEN. NONE SHALL BE STORED OR PERMITTED TO REMAIN ON THE SITE. 11. DURING THE DEMOLITION WORK, THIS CONTRACTOR SHALL REMOVE ALL DEMOLISHED PARTS, TRASH AND DiRT iN A MANNER WHICH WiLL LIMIT THE SPREAD OF DIRT AND DUST TO OTHER AREAS OF THE STRUCTURE DIRT, TRASH AND DUST 5MEA12 TO THERE AREAS SHALL BE GLEANED AND REMOVED FROM THE SITE BY THIS CONTRACTOR AT NO ADDITIONAL C45T TO THE OWNER. 15. UPON COMPLETION OF THE WORK HEREIN SPECIFIED, ALL AFFECTED AREAS W1LL BE LEFT THOROUGHLY CLEAN AND IN A SAFE CONDITION, FREE FROM MATERIALS OR EQUIPMENT EXCEPT SALVAGED MATERIALS TO BE RETAINED BY THE OWNER. WALL LIGIND EXI5TING WALL5 TO REMAIN =_-=-=_== EXI5TING NON -BEARING WALL TO BE REMOVED (VERIFY TO BE NON -BEARING, TYP.) } EXI5TING DOOR TO REMAIN EXI5TIN6 DOOR 4 FRAME TO BE REMOVED OR RELOCATED U TILITY LSISEND, Eh EX15TiNG FUSED DISCONNECT TO BE REMOVED SYMOUL LEUNL; W EXISTING LIGHTED EXIT 51GN TO BE REMOVED OR RELOCATED _o DEEMOLITION - j I REMOVE (E) WALLS PER LEGEND AS SHOWN ON PLAN, (TYP). (SHORE/SUPPORT BEARING WALL5 PRIOR TO DEMO) - REMOVE (E) DOOR t FRAME TO FILL WALL. REMOVE (E) DOOR 8 FRAME. d- GUTTING NEW V-6" x 8-4 WALL OPENING lV� PER &A-6.3. ,._...,�; .._. (j-5 RELOCATE DOOR II: FRAME TO NEW DOOR ® SOUTH END OF THIS LEAVE WALL 4 CREATE V-4" x T-O" CASED OPENING _.,. (E) SUB -PANEL TO BE REMOVED OR RELOCATED? '`_ (E) TRANSFORMER TO BE REMOVED OR RELOCATED F—D-41 REMOVE (E) RESTROOM FIXTURES & M15C. ITEMS -9 CONTRACTORS TO VISIT 51TE (RE5TROOM5 ETC.) TO BECOME FAMILIAR WITH SCOPE OF WORK PRIOR TO SUBMITTIR& BIDS. SUBMITTING A BID CONFIRMS THAT TH15 HAS BEEN DONE. W U f��0 co 0 Jir.d (nQ; � �.. Z (n .G. 2 z ..... r- < 0 >t TOO <C LL Lit., ALL VAS, MUM AiND AMIGENENCS WATEO ON MN ORAWM ARE THE PROPERTY CFAIJDBISCftfA31110CM AND ARE IImao TO HE USED IN CONNECTION With THfS SUM PROSM ONLY AND SHAH NOT OMENS K USEO FOR ANY P11RPOSE WHATSOEVER WtT W TIC WRITTETt CONSENT OFANOMM-ASSO4'i N. YKRE MLL DE NO CHANGES OR DE&TIOBS FROM THESE DRAWINGS OR THE AcwwAwm waa)Gi=W WMIM THE WRITTEN CONS04 OFA►lSIMMI ASK)CTATES. 0 r"'- N is U z '-4 r 0 tla w LA_ Q {V! l i M 1� u f t"a1 LU 0 t;.J1i n lqf2 W t n z Co W_ U /J. C--13680� 5/31/2007 RENEWAL 0 CA�`�o DALE W FOR i/12/05 _15S RELEASE FOR ENG. 2 lO1105 B.D. REV. i DAM 07J06105 SCAtL+ t/d-sslw MAW N Rr PN Joe NOQ MR CAW Y= 9EHtUfEYPIM S1+6EF TFntr DEMOLITION PLAN stt�lr fV1A11t� A-4.1 E:\Behr Paint \Yale Building Files\PALE KEYPLAN.dwg, 09/02/05 09:49:03 AM, Peter, HP DesignJet 750C Pius (E / AO), 1:1 A. FOR ALL WALLS EXCEPIN& 90' IN LENGTH REFER TO DETAILS 1, 2, t 3, SHEET A-6.3. B. FOR NEW MLL5 RECEIVING DOORS, REFER TO DETAIL 6, SHEET A-63 G. NEW WALLS ENDING @ EXISTING WALLS OR STRUCTURES, SHALL HAVE 5LIP JONT PER DETAIL 3,5HEET A-6.5 P. 61 G C N GTORS SHALL V151T 51TE AND REVIEW EXTr:N51VF-L-r THE AREAS OF REMODEL TO BECOME FULLY AWARE AND AQUATINTED TO UNDERSTAND ALL WORK REWIRED, AND TO CALL ARCHITECT FOR NEEDED CLARIFICATION BY ADDENDUM. E. INSTALL RATER RE515TANT GYPSUM BOARD (GREEN BOARD) ON 104ALL5 BEHIND TILE AND FIBER REINFORCED PLA51TC. (TYP) 1@1 1111111IR! 1! 1 g A. LIGHT AND VENTILATION REQUIREMENTS ON THE PLANS IN ACCORDANCE WITH THE C.B.C. I REOUIREMENT5 FOR EACH TYPE OF USE. 4x B. ALL ENCLOSE PORTIONS OF BUILPIN65 CUSTOMARILY OCCUPIED BY HUMAN BEINGS SHALL BE PROVIDED Y41TH A MECHANICALLY OPERATED VENTILATION 5Y5TEM. SUCH MECHANICALLY OPERATED VENTILATION SYSTEM SHALL BE CAPABLE OF SUPPLYING A MINIMUM OF 15 CUBIC FEET PER MINUTE OF OUTSIDE AIR PER OCCUPANT DURING SUCH TIME AS THE BUILDING 15 OCCUPIED. IF THE VELOCITY OF AIR AT A REGISTER r:XCEF-05 10 FEET PER SECOND, THE REGISTER WALL M PLACED MORE THAN 8 FEET AE30\/E THE FLOOR DIRECTLY BENEATH. C.B.C. SECTION 1202.2.1. C. TOILET ROOM5 SHALL BE PROVIDED WITH A MECHANICALLY OPERATED EXHAUST 5Y5TEM CAPABLE OF PROVIDING A COMPLETE CHANGE OF AIR EVERY 15 MINUTES. SUCH MECHANICALLY OFF -RATED EXHAU5T 5Y5TEM5 5HALL BE CONNECTED DIRECTLY TO THE OUT51CIE FROM THE POINT OF DISCHARGE SHALL BE AT LEAST 3 FEET FROM ANY OPENING AHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS THE VELOCITY OF AIR AT A RE615TER EXCEEDS 10 FEET PER 5EC-ON12 THE REGISTER SHALL BE OF THE BUILDING. C.13�0.!BECTION 1202-2.1. (SECOND PARAGRAPH) <SYNOTES APO 2" MIN. FURRING PER 51A-62 FURNITURE HALLS BY OWNER. V-01" HT. MAX. (TYI*) NEW TUBE FRAME AT NEALY CUT POOR OPENING @'EXISTING CeUKe. TILT "/Ai-L PER 0//A-0.0 CANEMSED OPENING" -7'-0' GYP. 50. (NI METAL CORNER BEADS) NEW 6-0' x -7'-0" GYP. 517 (YV METAL CORNER BEA05) CA5EP OPENING IN FULL HEIGHT WALL. NEAV-6- x 6--6" OPENING (FIELD VERIFY TO M155 CONDUIT) FF----7-] NEW 5'-4" x '7'-0" DRYWALL CASED OPENING IN (E) WALL PUSH BUTTON AUTOMATIC DOOR OPENER FURR OPEN TO BE V-0m A x W-b" MIN. DOOR LEGEND EXISTING DOOR, TO REMAIN NEW POOR, SEE DOOR SCHEDULE, SHEET A-1 ix eNEW WINDOW, SEE WINDOW SCHEDULE, SHEET A-1 4) NEW LIGHTED EXITS SIGN WITH DIRECTIONAL ARROW w A L L L lira EN D (NOTO A" GYP. 50, USED WIL 151 5/6' TYPE *X') 1. EXISTING WALL, TO REMAIN. 2. FULL HEIGHT WALL TO ROOF ABOVE STEEL STUDS WITH 5/8' TYPE "X" GYPSUM BOARD ON EA. SIDE. (SEE DETAIL 1, SHEET A-6,1)) 3. WALL TO BOTTOM OF CEILING GRIP 5TEELSTU05 WITH 5/5" TYPE "X" GYPSUM BOARD EACH SIDE. (SEE DETAIL 5,5HEET A-6.2) 4. -------- WALL TO 6" ABOVE CEILING GRID STEEL STUDS WITH 5/8" TYPE "X" GYPSUM BOARD EACH51M. (SEE DETAIL 2,5HEET A-6.2) 5. WALL FILL, TO MATCH EXISTING WALL THICKNE55. 5/6" TYPE "X" GYP. 50. ON EA. SIDE. 6. WALL TO UNPERSIPE OF RIOC71D FRAMING r-EiLIN& JOISTS (HAP -DI —ID) U.N.O. STEEL 5TUP5 Y41 5/5" TYPE "X" GYP. 50. EA. 51M. (5EE PETAIL5 4 4 11,5HEET A-6,2) 1. LOA PARTITION WALL TO 4'A.F.F. STEEL STUDS WITH 5/5" TYPE "X" GYP. SO. EA. SIDE. SEE DETAIL 5, SHEET A-6.2 a. � � FURRING PER 51A-6.2. ALL EXTERIOR CONC. AALI-5 cl. INDICATES INTERIOR I—HR HALL AND HARDLIP TUNNEL,5EE DETAIL 1, SHEET A-6.4 zuj U LLnn LAJ co 0 00 >< mc*4 tn z ,mow �'" }�"` V .^�. c� Ara LAJ L.Li z :c z < 0 MaT_ z l r�;- < ALL lOM OMS. AND ARROMENTS MUTED (IN TIM DRAWW ARE THE PROPERTY OFANDERM-ASOCM AND ARE INTENDED To K USED IN CONNECTION WITH THIS SPWM PROW ONLY AND %lKtL NOT OM IME K USED M ANY NVOW WHATSOEVER WtW THE WRITTEN COMM OF AWD6dW%49KXVJ8. TIM SHALL K NO CHANO13 OR OE0TIONS HOW THESE WAVIDIGS OR THE ACCWAWW VOWUTIONS *MKPJT THE WRITTEN CONSENT OFAND8$CWAlKX=B. urmommommommowam 0 r__ 4-; <� u C4 0 z X LL_ 0 Z rI LAJ ro- 0 r.7 Z < z LAJ F_ 0 u Ll a n z ui D A J. C-1368 5/31/2007 RENEWAL Op C ltb�l DATE fism Im 01/12/05 RELEASE FOR EN6. I 09/01/05 B.P. REV. I cm 07/0/05 SCALt DRAWN Or PW )01 NOL OWR CAW ITIM BEIPLICE MAN SHM Tm DIMENSIOFLOOR PLAN awmAlm A-4.2 U%Ifibr <5"NOTES FU----Il DRYING ROOM REQUIREMENTS ARE T5 TO 55°F AT 40-50% RELATIVE HUMIDITY U-2 PROVIDE 120V .JUNCTION BOX IN TRENCH FOR SERVICES FOR BENCH. (1) 20AMP FOR EACH PAIR OF BENCHE5. TYP. @ ? PLACE5 U—, WALK-IN FREEZER PROVIDED BY CLIENT. GC TO COORIDINATE UTILITY REQUIREMENT5. NOTE: UTILITY PLAN! 5HEET5 ARE FOR REFERENCE USE ONLY. SEE ELECTRICAL, MECHANICAL AND PLUMBING-+ DRAWINC75 FOR ALL REEQUIREMENIT5. AMPERAGE REQUIREMENT5 ARE 5HOWN AT POINT OF USE. XXA = LOAD AMPERAGE, XXA5C 15 BREAKER SIZE. 8" MIN PLACE ELEC BOX �LEc CLOSEST TO PANEL WHICH IS TO RECIEVE POWER WHEN APPLICABLE � OF LOCATION DIMENSIONED ON PLANS WHEN APPLICABLE I WALL CONDITION FINISH FLOOR NOTE: LOCATE JUNCTION BOX MIN. 6" FROM FURNITURE SYSTEM PANEL. VERIFY LOCATION W/ FURNITURE SYSTEMS INSTALLER. U IL.I "r L.EGEND 5TD. DUPLEX HALL OUTLET @ IS" A.F.F. TO CENTER OF RECEPTA01-E5 UNLESS OTHERWISE SPECIFIED STD. 4-PLEX INALL OUTLET 0 18" A.F.F. TO CENTER OF RECEPTACLE5 UNLESS OTHERWISE SPECIFIED DUPLEX RECEPTACLE ON SEPARATE 20 AMP CIRCUIT. &I SPECIAL RECEPTACLE, REQUIREMENTS SPECIFIED ® POINT OF USE. SC 0ENOTE5, 5EPARATE CIRCUIT REQUIREMENT. IG EQUIPMENT REQUIRES ISOLATED GROUND Eh FUSED ELECTRICAL DISCONNECT, RIEOUIREMENTS 5PECIFIE0 Cap POINT OF USE 5.0. CORP. TERMINATE 114/120V DUPLEX @ +5 A.F.F. UNLESS OTHE"ISE SPECIFIED. TELEPHONE/DATA OUTLET @ 15" A.F.F. UNLE55 OTHERWISE SPECIFIED. IF SURFACE MOUNTED USE RIGID CONDUIT. COMPRE55ED AIR, TERMINATE WITH BALL VALVE @ +12" A.F.F. UNLE55 OTHERWISE SPECIFIED. AIR 15 USED FOR BLOW -OFF UNLE55 OTHERWISE SPECIFIED @ POINT OF USE. VACUUM PORT, TERMINATE IN TRENCH UNDER BENCH & BALL VALVE, EACH PORT WILL BE 5PLIT INTO (2) PORTS. 0 twa■ ■( AdftL e.rwrr W C) Lm W 0000 � C--4 Cis N r Uj �,,.,► OLX rr"ZWr ram- <C ALL IDEAS, DUMS. AM ARRANGEMENT'S MWATED ON TRIM DRAMOS ARE nK PROPERLY OFA OWAM- 45I)C es #llD ARE leT€ M TO BE USED IN EONWMM %= THIS SPEM PRDJ= ONLY MO SNALL NCR OTFNA M BE USED MR ANY PU*m WHATSOEVER WTIHOUT TTIE WRlm CONSETIT OFAND8ACWWOC i84. TNRSE %KL BE NO CRAM OR KOTIOW FROM TERSE WAWRIGS OR 7NE A ODMPANYAlO SAE> UUTTONS WTT W THE WRI= CONS NT OFA}tf ONWASSOCIAM . It C� 4j \./ U z � �1..{ 2 c) w 'n O c Gr- ?2 Z w 0 c>G rjL-1 Fn0 IM 11 Z H U Ll un n ` w ."'► U -1368a�` Q 5/31 /2007 RENEWAL h of. CAa��V DATE 155tw FOR 01/12/05 _ RELEASE FOR ENG. 01/16/05 CLARIFICATION cm 07/06/05 X" t/r.1•-{{• T7MAW14 W. PN m m BEHR cmo "m MIW- CEYF'!AN SHAY wn UTILITY PLAN SIw t #Am A-4-3 E:\Behr Paints\Yale Building Files\YALE KEYPLAN.dwg, 09/02/05 09:49:27 AM, Peter, HP design,let 750C Plus (E / AO), 1:1 'll L LMUND Qt NEW LIGHTED EXIT 51V6 WITH DIRECTIONAL ARROW. (R)Wt EXISTING RELOCATED LIGHTED EXIT 516145 WITH DIRECTIONAL <EYNOTES RE 1-1 CEILING HEIGHT AT 1-1--O'±, FIELD VERIFY CONDUIT HEIGHT AT WALL PERIMETER F FF 14- 0044:_- - - _ "!' NEW 2'x 4'T-BAR SUSPENDED CEILING SYSTEM. CEILING HT. 1. @ q'-O" A.F.F. (UN.0) WITH R-141 INSULATION ON TOP. (SEE DETAILS 2 4 3, SHEET A-6.1) F777771 2. NEW GYP" BOARD CEILING SYSTEM. 5. NEW 2' x 4' FLUSH MOUNTED DRYWALL FLUORESCENT LIGHT FIXTURE. 4. NEW 2'x 4'RECE55EV IS CELL PARABOLIC FLUORESCENT LIGHT FIXTURE VV COLOR CORRECTED BULBS 5. RELOCATE EXISTING V x 4' RECESSED FLUORESCENT LIGHT FIXTURE ATTIC SEPARATION ROOF TO CEILING. SEE DETAIL X, SHEET A-X. (3,000 5.F. MAX. ATTIC, AREA AT NO 5PRINKLEREV, cl'bS.F. MAX. ATTIC AREA AT FIRE SPRINKLERE'D. 1. 1 i NEW WAALL MOUNTED FLUORESCENT LIGHT FIXTURE @ a' A.F.F. U.N.O. NEW 4' WALL MOUNTED FLUORESCENT LIGHT FIXTURE @ &' A.F.F. U.N.O. NEW 2x 4'PARABOUBE LIGHT Z ui ixu z Ln LLJ Lli LI) co 0 00 >< C-4 T Ln V) en tp M Lu Zr-`-'-o Z 3: Z tool r- < a- UL Mo. "m AND ARRANGE wo *Do= ON um Woo ME WE PMXUff WMANNOWAS50CM AM ME *mom TO BE m IN commcm wm M SKM MWEa MY W Mi 00 00" BE M m ANT "m vmrKm wmw THE wom CM)a WANDMON-AMMM 7HOM %I" BE NO CHANOM OR MIM FROM THME 9PAW00 OR THE ACMWAWM SPECMTU$ WITHOUT THE WRM CORM OFANUMN-ASKXWO. 0 4-; CN z U rrr z I-- Ln X LL- 0 Z Lw cl— Z zLLJ 0 C> n n ccn%� z c5 U-i c�DA -1368 5/31/2007 RENEWAL WE gam FOR 0-1/12/05 RELEASE FOR EN6. A alliblos CLARIFICATION oq/01/05 B.D. REV. DAM 01/06/05 SCAM DRAM W. PN J06 NO. KHR CAW I= BEHR-KEYKAN REFLECTED CEILING PLAN sm" A-4.4 mowml-- E:\Behr Paints\Yale Building Files\YALE KEYPLAN.dwg, 09/02/05 09:49:46 AM, Peter, HP DesignJet 750C Plus (E / AO), 1:1 5-1 OCCUPANCY ELECTRIC ROOM (ANCILLARY) 1 103 141 5.F. - 500-5.F. 415�W�- 500 5.F. ^ , I-Me- 5-1 OCCUPANCY ELE(a TRIC, ROOM (A CILLARY) C 105 44 D. W+500 5-F. AAA n,-.r1JPANT 5-1 OCCUPANCY ELECTRIC ROOM (AW-,1LLILLARY) 110 5.F. + 500 5.F. = .54 OCCUPANT MANCY NC &CEIF 'ILLARY) 155 5.F. + 500 5.F. a . 316 OCCUPANT 0-1 la. B OCGIUPANGY OFFICE = 651 5.F. + 100 = 6.5,7 OcCURoNNT5 b. B OGGUPANCY TESTIN& LAB = 2,4455-F. 100 = 24.45 OCCUFANT5 2 F-I OCCUPANCY 'PROD. LAB = 6,555 B.F. - 200 = 51.4125 OCCUFANT5 5, 5-1 OCCUPANCY PROV. LAB 5.17. +- 500 2.&5 OCCUPANT5 TOTAL .1.440 10,1-130 5.F. 99.555 03CUPART5 zuj 0 MU ZNLn uml p Ln >Lu Fo 0 00 " M Ln or-, A r- z � mo C-� LJ.J UJ r I < 0 7 U. AM WAS OESM. MV AMM904M ""10 OM RM DPAWW ARE THE PROPERTY 0FAHXftW4A=VV AND ARE amoED To BE USED IN COMEMN WrM THIS SKCW PROJECT ONLY AND SHALL WV MMSE BE USED FOR ANY KWM wRklwm "m ME wmm CaWff OF ANGg"M-AjSoCMM. THERE SHALL BE 00 OMMM OR DWAMW FROM THESE DRAW= OR TK ACCWAwf" VECMym WnHWr 1W WRMD1 CONSENT OFAMMM-AUX20M. 0 4-; VJ cd cc) z t; X LAJ Vr Z LLJ 0 > 0 fLm ad 0. D pq ly 12 < z LAJ 0 LAn n n aN z LU mv� ..j c- ooe -1368 5/31/2007 RENEWAL DAU &SUW FOR ki RELEASE FOR ENG5. A0*1/12/05 Oq/01/05 B.D. REV. F— We 07/06/05 MAVM Ir. PW CAM ym BMRJMYPLM Munm EXIT PLAN *WNUMM A-4.5 E:\Behr Paints\Yole Building Files\YALE KEYPLAN.dwg, 09/02/05 09:49:57 AM, Peter, HP DesignJet 750C Plus (E J AO), 1:1 C CARPET VCT - VINYL WMP051TION TILE 5V - SHEET VINYL 13 - BA5E P - FAINT FRP - FIBER REINFORCEMENT PLASTIC 5C - SEALED CONCRETE y4p - HALL PAPER F - FINISHED NOTE5 C.T. - CERAMIC TILE5 r- P. - EPDXY FAINT CONC1. - UNFIN15HE12 CONC. I--, LL-00RINQ MATFRIAI 3� �FFICE C-1 FLOOR B-1 BASE P-1 PAINT EEO CARPET VINYL COW. TILE 12 x 12 CERAMIC TILE UNFIN15HEO CONC. RAU MATFRIAI- 4' RUBBER TO �6E covw 2'MCRAMICILE ) f\7l . ... ..... covw WAII I q MATERIAL REMARKS EGGSHELL Lf-2 ENAMEL PH& 1. b x b CERMAIC TIL #FIMF0Z 4'-0 " A.F.F. REINFORECED PLASTIC 4'-O"A.F.F. I 5EE GENERAL NOTE "E", 5HEET A-4.2 AN CEILING -MATERIAL REM -ARKS EGGSHELL FAINT ON GYP. 1312. ENAMEL 5p-Ml-6L055 FAINT ON GYP. 50. C-1 FLOOR B-1 BASE P-1 PAINT C-1 FLOOR B-1 BASE P-1 PAINT 00 ARROOGUENTS DWWO 00 THESE SmPEXOPAWOot FOR ANY POW= WHATSOEVER 1'Q0a4W.W7& WRM MM OF=, SHALL BE NO CHANGES OR FROM THESE DPAWNGS OR THE A'OW W&W=Mm WMW THE WRITTEN CONSENT WAND== - 0 r- cq 4j C\ U z in i D r-4 0 0 z LA. 0 z F-i Lu 0 > n 0 Q r-JL-1 IY2 Z < zLAJ 0 L-L-: nn z Uj c- A /J. z 0 -1368 5/31/2007 RENEWAL c - 1mv. DAME W" KK i0-1/12/05 FELEA51! FOR EN5. 0q-/01/05 B.D. REV. DAU 07/06/05 Scab 1D"wm W. PH JM NQ REHR CAW ITTM 000-KEMM SST TTTTTa FINISH PLAN Sam A-"T.6 M- E:\Behr Points\Ycle Building Files\YALE KEYPLAN,dwg, 09/02/05 09:50:12 AM, Peter HP DesignJet 750C Plus (E / AO), 1. ~ � _ -10 MIN -CONNECTION �[N:: :0: OR [GO1- � -F5,1 (E) SANITARY FACILITIES PERMANENT SIC, _SEE DOOR SCHEDULE, NOTE: FICTOC-RAMS AND/09 LETTERINCY ARE NOT Z PAPER TOArl 012P NSE CEPTACLE (5EMI-RECESSED) 'STOPS HEI&HT OF LETTERINS -UPPERCASE riNLARGED RESTROOM PLAN SCALE 194 Fl� NEA ACCESSIBLE FLOOR MOUNTED, INATER, CLOSET INIT14 FLUSH VALVE @ + 1-1-lef" - .NOTE: ALL SINKS To HAVE HOT AATER AN17 DRAIN PIPES UNDER LAVATOIZ�.) -INSULATED PER C.B.C. SECTION IIISB 2.1.221 -ACCESSORIES SIN< 94ND MIRROR ENLARGED RESTRoom PLAN 1/411=11-011 1 o< Cie U z 1" Ln LIJ 00 > co 0 4.0 wr U. cq LJLJ pq n In LLJ z ---, ..j E:\Behr Pointo\Yo|e Building F||en\YALE A-5.1,dwg' 09//01 /O5 08:39:27 AM, Peter, HP DeaignJot 750C Plus (E / AO), 1:1 NEA 2 x 4 BLOrKINC- MERZ RE0JIf;?XV GOMPRES51ON F05T 5GHEDULE DOOR, SEE 50HE12ULE Z SUB-PWLIN 0 264" O.G.1/2" * EMT FOR MAXIMUM LENGTH 4'-0' OR NEW 2 x 4 L456K 24"x 24" SOLID TILE 6" EMBED CONN. 5/4" 0 EMT FOR MAXIMUM LENGTH V-2" 9 OMPUTER FLOOR TO EX15TIN6 SLAB EMT FOR MAXIMUM LENGTH 61-6" NO PENTRATIONS). PER PET. 41, THIS SHEET - T 1 5/6" x 25 GA. 55 METAL STUDS FOR MAXIMUM LENGTH '-Z' INSTALL FLUSH, bit TO FINISHED FLOOR. w- DOUBLE I 5/a" x 25 &A. 55 METAL STUDS MAXIMUM LENGTH 11'-6" SEE FIN15H PLANS, 5HEET5 A-4.6 R FLOOR MATERIAL DOUBLE .2 1/2" x 25 GA. 55 METAL STUDS MAXIMUM LENGTH 16-10" r2) F-SKI SCAEM THRLI EXI5TIN&5LA5 ON STUD TO DOUBLE 5 1/2" x 25 6A. 55 STUDS FOR MAXIMUM LEN&TH 22'-8" 3/a"< WITH WELDED BOLT 1 '0 AT 24-Yall APES Lu 0 -- FRAMING ABOVE COORP, SIZE WITH GRATE < \ �--- --/l ON &RAPE THICKNESS > 0 11/11 It IY2 lv\\l 00 k Al CB'UWT4 INREESMOk F ) (E) F.F. 7TO ROOF FRAMING ZTTAC44RENT 1 7,77 PERPENDICULAR 51W T 0 1)OO 5 TOP C.,0NNECTION #4 @ 24 O.C. <)tL!7= EXISTING SLAB ALL SIDES OF ON GRADE TRENCH -Z #5 H?RflZ NOTCH BOTTOM Of: 4 � CONT. BAR_,/ ­­-­­'.-1 1, 1 -- ACE5), TYP. ell STUD TO SET DOAN OVER TOP OF T-BAR C) Q A.C. LAY -IN TILI! Tyr. SEE PLUMBING PLAN FOR DRAIN PIPE SIZE 4 (2) #10 TEK LOCATION:/ SCREAS CONCRETE, SEE SCHEDULE ---T-BAR MAIN #4 TIES @ 16" O.C. #(7 505T SCREWS 0 151, O.C. NEW CONCRETE 2500 P.S.I. CONC. @ �t f POOR, SEE SCHEDULE DAYS (TYP.) E30TTOM CONNECTION PLAN VIBN i POOR BOTTOM SEAL (OF COMPRESSION'STRUT) RUBBER REDUCER NOTE: WSPENVED COW* SHALL COMPLY WITH U.13.0. STANDARD 25-2 SET IN FULL BED MASTIC NOTE; SUSPENDS® CEILIN(9 SHALL COMPLY WITH U.B.C. STANDARD 25-2 SEE UTILITY PLAN SCHE12ULEP FINISH SHEET A-43 SEE DETAILS 2 4 3, SEE DETAILS 2 5, THIS SHEET THIS SHEET INTERIOR UTILITSCALE *'fo TRENCH 0 VSCALE SCALE ERTICAL STRUT 4 STRUT f=I.AN VIEW tp ck \— RUBBER REDUCER ENDING @ CARPET OR VCT. 14 MTL. STUDS (PER SCHEDULE) —#12 &ALV. WIRES FOR NF-A CONCRETE 5LA13 $ ONE LAYER 5/6" TYPE X GYP. ALL WIRE HANGERS THRESHOLD V.C.11, SHEET \/IN*I"L, OR C.,ONr..,,RETE SHALL BE CONNECTED LATERAL SUPPORT SPLAYED TYPE, SURFACE FINISH AND WARD ON EACH SIDE TO 5TRUCTURZ ABOVE IN 4 DIRECTIONS 4100 APART THICKNE55 TO MATCH EXISTIN& PER T-­13AR CEILING, NOTE #4 @ INTERIOR DOORS IN THE SAME AREA. I Y41RE HANG - SER5 SHEET A-13 WATER AND COMPACT SOIL TO qO% PRIOR Tel FOUR BACK TO BACK STUDS ON EDGE , LOOPED ON (2) #q _[EX15TINC7 CONCRETE SLAB STAPLES TYP- CR05STS AT DOUBLED AT ALL JAMBS AND HEADS SEE DETAILS 4 t 5, SHEET A-b.B 2 ADDITIONAL #12 V41RE HANGERS EACH /—VERTICAL C-OMPRES51ON STRUT AT 12'-0" O.C. FIXTURE SEE T-BAR # I AND # 4 THIS SHEET CL(5. NOTE #2 EACH NA"( PER PTL. r SHEET A-1.5 MIN. 40 BAR VIAM. LAP, TYf-'—/ —450 MAX. TYP. r v i v v L DRILL 1/2" DIAM. BY 6" DEEP CONCRETE, SEE SCHEDULE HOLES s 24" O.C., THEN DRIVE od REE3AR r,>OkNF=L INTO HOLE, SNAP ON TRIM BOTH SIDES #4 AT 24" HORIZ. BOTH FOR TIGHT FIT. NEW IN NECONCRETE SLAB POOR, SEE SCHEDULE 2. OR, FOUR ROCK . DOOR BOTTOM SEAL 3. OR, HILTI HIT 0 -100 EPDX-r SYSTEM PER 14,.B.O, NO. 1410 PRE- FINISHED TIMELY K.P. STEEL FRAME INSTALL PER MANUFACTURERS` INSTRUCTIONS MARBLE THRESHOLD NOTE SET IN FULL BED MASTIC INTERIOR TRENCH REPAIR/ PARTIAL SLAB REPLACEMENT Q CARPET 2 PROVIDE REINFORCEMENT AS REQUIRED 7 TILE AND INSTALL PER MANUFACTURER CARPET #12 6A. WIRE HANGERSRECOMMENDATION z AT 4'-0" O.C. TYP. z z EXCEPT AT LIGHT MAIN TRUNNERS FIXTURE l< AT 4'-0" O.C. SEE SEE DETAIL 8 BEVEL EDGE AT LATCH 516E T-BAR CEILING, THIS SHEET 01 10 >/ NOTE #2 SHEET A-1.5 I = < SCALE TYR CEILING, TIL HEAVY DUTY CRO55'T'S NEW INTERIOR DOOR PER NOTE #5 SEE T-SAR CEILING CONCRETE SLA5 CONNECTION SEE DOOR SCHEDULE SHT A-7 SHEET A-13 �! —" I'u w- d NOTE #2 SHEET A-13 NOTE: SUSPENDED CEILING, SHALL COMPLY WITH U.B.C. STANDARD 25-2 THRESHOLD RESTRDOORS SEE DOOR SCHEDULE, SEE CEILING, LEGEND, TIMELY PRE-FINSIH STEEL SHEET A-1 SHEET A-4.4 SCALE DOOR HE4= 4 i4r*115 elt'011LAR a SUSPENDED COILING S"rST91'"I SCALE CONTRACTOR TO PROVIDE BOXED METAL PER 50HEOULE AND HEADER AT HEAD, AND JAMB.SEE NOTrES ONE LAYER 50' TYPE 'X'CvYP. BfQD7`-1 DETAILS 4 4 6, SHEET A-63 STRUCTURE ABOVE I. 1/4 OF THE LENGTH OF THE ON EACH SIDE - CONCRETE, SEE SCHEDULE ENO RUNNER WHICHEVER 15 LEAST EYE LI D SPOT INEL17 CONNECTION TO 2. NAILS EN05 OF HORIZ. STRUTS STRUCTURE ABOVE AND HANGER WIRE MATCH HEIGHT WITH DOOR FRAMES ARE TO BE PLACED A/NAIL HEAD IN THE SAME AREA TOWARD (P OF SPAN OF STRUT EXISTING BAR POOR, SEE SCHEDULE Ll 3. PROVIDE INSULATION PER JOISTS 24" O.C. DOOR BOTTOM SEAL TITLE 24 REPORT 4. INTERMEDIATE DUTY T-BAR SYSTEM BY VERTICAL COMPRESSION ACOUSTICAL SEALANT ARMSTRONG5. INSTALLED PER I.C.B.O. STRUT AT 17-0' O.C. EACH WAY THRESHOLD ON EACH SIDE SEE DETAILS 1 4 4 THIS SHEET #5115 OR APPROVED EQUAL SET IN FULL BED MASTIC 2 1/4" FIXED CLEAR i C, TEMPERED &LA55 Ok zEspy F-7-1 SPLAY BRACE WIRE 5" MAX. ACOUSTICAL SEALANT 0" OR NOTE (1) 6 ON EACH < MIN, 5 T16HT 1/2" TURNS z:r.R6S5 RUNNER i I MAIN OR CRD55 THRESHOLD EXTERIOR DOOR RUNNER —7 POP RIVET ACOUSTIC PANEL T-BAR TO CROSS TEE NOTE ONE SIDE ONLY MAIN RUNNER 1. ALL NEW THRESHOLDS SET IN FULL BED OF MASTIC WALL ANGLE -1 SLOTTED ANGLE SPACER IN/HORIZ.bd RING SHANK NAIL �5 -1 (SEE NOTE 2) ALTERNATE LOCATION Y410 NAIL NOTCHING, NALL CONNECTION - ANCHOR TO PERMITTED ONLY 0 RUNNER CONT. HORIZ. STRUT TO STRUCTURAL ELEMENT PREVENT SPREADING OF RUNNERS NOTE: SUSPENDED CEILING, SHALL COMPLY WITH U.B.C. STANDARD 25-2 SEE ODOR SCHEDULE, (TYP. INTERIOR POOR) SEE P41NPOYI 5CHEVULE, 5EE CEILING I-Eft-W, SHEET A-7 TIMELY PRE -FINISHED STEEL K.D. FRAMES SHEET A-1 SHEET A-4.4 SCALE SECTION 0 INTERIOR WINDOW SCALE SUSf=5NDE1:) CEILING &TOSTEr"I SCALE M Z Lu I & I Ad 4lick iLn mu uj LLJ Z U) no Lu Z Ln V) > go Z rn LA uj 2t z r- 0 r— Z C"4 < ALL AS OM ANDARRANDENISINDICATEDONTRESE DRAWNIM ARE THE PROPERTY OF AND ARE INTENDED TO K USED IN CONNECTION WITH THIS SIWRC PROJECT ONLY AND SHALL NOT 01HIMME BE USED FOR ANY PURPO% WHATSOEVER WITHOUT THE WRITTEN CONSENT OFANDINSON-ASMAIM. THERE SHALL BE NO CHANGES OR DEVIATIONS FROM THESE OPAWINCS OR THE ACOWAHM SPECMATIONS WITHOUT THE WRITTEN CONSENTOFAM131IRSON-ASSOCIMS. 4-; z __j 5 cc Z C S? LLJ LA. 0 z LLJ Lfj GG pq n r z zLLJ lfl­ F n a 1~I-I c5 z LLJ u VD A J. C-1368 5/31/2007 RENEWAL 0 C DATE ISSUED FOR DAM 07/11/05 SCAM DRAM iff. PN JIM M BEHR-PAINTS CAM WU BEHR--1-6.1 SHWUM WIND6WDEOiAILS A-61 , _ � ' - - � - ' - . - ` - ZUJ uj Ln < < Uq And lom < 0. ALL HIM MONS. AND AMMOBJEN75 woull ON THESE DRAWINGS ARE THE MPM OFANDWOH-ASX)CM AND ARE INTENDED TO BE USED 10 CONNECTION WITH THIS SKCJfIC PROJECT ONLY MO SHAL NOT OTHEIMSE BE USED CPAQNMM OR DEVAIATIONS FROM DRAVANGS OR THE In Uri r-iLl LLJ 6 LLJ __j 5/31/2007 RE EWAL DAM ISSUED FOR DATE 07/11/05 SCALE WALL DETAILS SHWNUAM A-6.2 LINE OF 130TTOM OF (E) FLOOR JOIST Fr CRIPPLE STUDS-\ CONT. TOP TRACK AT 24"0. 0. Ro INSTALLATION OF DBL STUD, BOXED EACH Y41NIS20IN NON15MARING STEEL STUDS JAMB, TYP 20 GA 5/0" (16MM) GAP Ro R. FOR 4'-0" MAX Z CONCRETE WALL PANEL YqINPOIN WIDTH 1/2" (15MM) GAP (THIS INSTALLATION SPECIFICATION SUPERSEDES ALL PETAIL5) 12' MAX WALL HEIGHT I. USE ALL USG AND 55MA RECOMMENDATIONS TO KEEP THESE WALLS FROM 5OXEI? PBL HOR BECOMING LOAD BEARING RESULTING FROM STRUCTURAL ROOFS, COLUMNS, Ro AT HEAD U.N.O. FLOORS ETC. AND EXISTING WALLS DEFLECTING UNACCOUNTED LOADS CUT FLANGES, 15/5" (41MM) TYPE 5 STEEL STUD EXTEND WEB SCREWS 24" (600MM) O.G. ATTACHMENT 2. AT TOP OF ALL WALLS TO STRUCTURE ABOVE, HOLD 5TV0S 5/a" SHORT AT TOP TO DOUBLE � �4 AND PROVIDE SLOTTED SLIP TRACK FOR FLOATING CONN. OF STUDS TO TOP NEW 6"X WX 1/4" STEEL TUBE----7 Fo-1 JAMB STUDS 7 TRACK, TO ALLOW FOR MOVEMENT OF OVERHEAD STRUCTURE WITHOUT PUTTING VINYL OR METAL 5/6"(15.6mm) TYPE Ix, 5TRE55 ON PARTITION. ,-STUDS AT 24" O.C. CONTROL JOINT GYPSUM E30ARD STRIPS 7 Fo-1 F0 U.N.O. U56 NO. 0,015 FASTENED TO STUD 3. SLOTTED SLIP TRACK AT HEAP TO BE 2-1/2" DEEP AT PARTITIONS OCCURRING UNDER BEAMS AND PARALLEL TO BEAMS, BUT IN ANY CASE SUFFICIENTLY DEEP no TO ALLOW 515" MOVEMENT, PREFERRED USE 15 A SLOTTED SLIP TRACK. NOTE: 4, INSTALLATION: 1. INSTALL PER U.S.G. WRITTEN INSTRUCTIONS PER GYPSUM Fol CONT. 50T TRACK CONSTRUCTION HANDBOOK. ALIGN RUNNERS ACCURATELY AT FLOOR AND UNDERSIDE OF OVERHEAD /��BOLT5 AT 18" O.G.TYP. R16 6A MIN 2. INSTALL AT BOTH POOR TOP CORNERS AND EVERY 50FT CONSTRUCTION AS REQUIRED AND SECURELY ANCHOR WITH APPROPRIATE OF WALL RUN. FASTENERS SPACED NO MORE THAN 24" O.C. POSITION SINGLE PIECE CONTINUOUS LENGTH STUDS VERTICALLY TO RUNNERS, ANCHOR STUDS LOCATED ADJACENT NOTE5 TO DOOR FRAMES, PARTITIONS INTERSECTIONS AND CORNERS TO RUNNER FLANGES (011X WX 1/4115TEEL TUBEBY P051TIVE SCREW ENGAGEMENT THROUGH EACH 5TU12 FLANGE AND RUNNER TYP. ALL AROUND, TO BE 1. SEE FLOOR PLAN FOR WALL HEIGHT (NON -BEARING INTERIOR WALL) FLANGE. LOCATE 5TU05 NO THAN 2 INCHES FROM POOR FRAME JAMBS, CONTINUOUS FROM 2" ABOVE WINDOW WIDTH 12' MAX WALL HEIGHT ABUTTING PARTITIONS, PARTITION CORNERS AND OTHER CONSTRUCTION FLOOR SLAB TO 2' SHORT-----,, 2, INSTALL SLOTTED SLIP TRACK AT ALL WALL. CONNECTIONS 1) WELDING OF 5TUP5 15 PROHIBITED, EXCEPT FOR 18 GA. STUDS OR BETTER. no SAACUT y3. xisnNG roNc,. Fo TO STRUCTURE AND/OR TO EXISTING WALLS. SEE DETAIL 6, SEE GENERAL NOTE A, 2) INSTALL FURRING CHANNELS WHERE INDICATED OR REGUIREP. WALL FOR NEW DOOR, SHEET A-6.1 SHEET A-42 VERIFY EXACT 51ZE AND OUT 3) PROVIDE CHANNELS AROUND OPENINGS FOR ATTACHMENT OF DAMPERS. ACCORDINGLY. 0% SCALE GRILLS AND DUCTWORK IN CONNECTION V41TH METAL 5TUP5. SECURELY GRIND ALLO114ED. SCALE I 0y 6RIN12 3/4" CRAMFf=R AT ALL 51rr;rmL. STUD FRArVIING S LUINI:)Ow CONTROL. JOINT FASTEN TO STUDS. ❑ EDGES TO MATCH EXISTING ❑ 5. HORIZONTAL BRACING: (THIS 15 RECOMMENDED BY CEMCO @ 12'06. HORIZONALITY) PLACE 1-1/2" 16 GA. CHANNELS LAID FLAT NOT OVER -7 IN STUDS AND 104IRED AT EACH MO. 1-01 1-01 TOP OF WALL. BRACING 4 FOOT CENTERS THROUGH OPENING SEE STRUCTURAL PV465. PLACE CHANNELS ONE FOOT ABOVE BOTTOM AND ONE FOOT BELOW TOP AND SPACE ADDITIONAL CHANNELS NOT OVER 4 FEET ON CENTER-5 BETWEEN TOP AND BOTTOM CHANNELS ATTACHED BY WIRE. 00 NOT SECURE TOP AND CONT. TOP TRACK CRIPPLE BOTTOM CHANNELS. FO-1 ro-1 5TUP5 \'14 INALL (b. INSTALL BOXED DOUBLE STUDS AT ALL POOP, JAMBS AND HEADS. FORM CORNER 05L. STUDS EA. DOOR AND WALL INTERSECTIONS WITH MIN. OF THREE 5TUV5 5CREAEP TOGETHER. JAMB. MB. TYP. DRYWALL TRIM 'I. FASTEN DOUBLE STUDS TOGETHER BY A DOUBLE ROW OF SCREWS THROUGH THE SAA CUT 5'-6" AIDE ORCYAALL 5CREIN ACOUSTICAL GASKET OR OVERLAPPING BOARD. BY HI. NEW OPENING BOXED 95L. HEADER AT FLEXIBLE SEALANT HEAL? U.N.O. CUT FLANGES, SEE KEYNOTE1 F-3 EXTEND WEB FOR 6. FASTEN STUDS TO CLIPS FOR DOOR AND OTHER OPENING FRAMES By SCREWSNELU OVA IL SHEET A-42 ATTACHMENT TO DOUBLE &LA55 OR MINERAL ONLY. JAMB STUDS, FIBER INSULATION STEr SCALE L RUNNER (TRACK) t:�TEEL STUD FRArIING W INDOW a q. UNLESS ENGINEERED OTHERIN15E, BRACE STUD WALLS WHICH 00 NOT EXTEND TO . . . . . . . . . . . THE FLOOR OR ROOF STRUCTURE ABOVE, WITH CHANNEL 5TUP5 ATTACHED To TOP STUDS AT 24" O.C. TRACK AT 4 FEET ON CENTER AND SECURED TO STRUCTURE ABOVE, INSTALL GYPSUMU, O. GYPSUM BOARD 0 1/2" BRACES AT 450 ANGLE. T. BOT TRACK STEEL 5TUD' TUBE STEEL 6"X6"XI/4" 1/411-211 ON 10. PARTITION ABUTTING WALLS OR COLUMNS: WHERE PARTITIONS ABUT WALLS OR 1(b GA. MIN. COLUMNS, END STUDS SHALL NOT CONTACT ABUTTING SURFACES. HOLD STUDS 5/5 INCH CLEAR OF SUCH SURFACES, WITH A 5LOTTF-12 SLIP TRACK. NOTE: 1. INSTALL PER U.S.G. WRITTEN INSTRUCTIONS PER GYPSUM CONSTRUCTION HANDBOOK, TO BE IL PROVIDE 2STUDS, 1/2 INCH APART AT ALL TOP OF DOOR CORNERS, AND AT 30 NOTES USED AT ALL ENDS OF NEW WALLS TO COLUMN, EXISTING AALL5 ETC. FEET ON CENTER WITH CUT TOP AND BOTTOM PLATES FOR INSTALLATION OF U.S.G. Oq5 CONTROL JOINTS. (SAME AT GYP. 130. CEILINGS). INSTALLATION SHALL BE I. NONBEARIN& INTERIOR WALL AT 5'-0" MAX POOR WIDTH PER U.S.G. WRITTEN INSTRUCTIONS. AND 12' MAX WALL HT (SEE FLOOR PLAN, 5HT A-3.2, FOR WALL HT) 2. INSTALL SLOTTED SLIP TRACK AT ALL WALL CONNECTIONS TO STRUCTURE AND/OR TO EXISTING WALLS. 12. THESE SPECIFICATIONS SUPERSEDE DETAILS. WHETHER DETAILED OR NOT, No NEW NON SEARING WALL SHALL CONNECT TO A STRUCTURE OR EXISTING WALL WITHOUT SEE DETAIL 5, SEE GENERAL NOTE C, A SLIP TRACK, OR OTHER APPROVED SLIP CONNECTION. SHEET A4.1 SHEET A-42 4"X4"XI/4g WASHERY41 (1) ST59L STUD FRX*1ING 'S DOOR CONTROL JOSCALE INT(a mNowA.") SCALE 3/8" DIAM. EPDXY ANCHORS 13. PER THE 2000 U56 GYPSUM CONSTRUCTION HANDBOOK (FSvA4,415): AT 15" O.C. (MAX.) EM5517 6" w A). ROUGH FRAMING FOR ALL FIRE RATED PARTITIONS (WHETHER DETAILED OR NOT) SHALL BE 20 &A. STUDS AND RUNNERS. NIELLI DETAIL. SEE DETAIL 5, TH15 SHEET (4) #12 SCREWS 5). DOORS 2'-b" TO 4'-0" V41DE ( 2OOLB. MAX) SHALL BE ROUGH FRAMED USING 20 GA. STUDS AND RUNNERS. SCALE EA. SIDE CONNECTION DETAIL NOTE: AT 1-5'4 18 OPENINGS MIL. 5TUP TRACK C). HEAVIER OR LARGER DOORS SHALL BE SPECIFICALLY ENGINEERED WIDTHS, USE (3) #12 E4,REP16 PER SCHEDULE FOR THE SPECIFIC SITUATION. PER STUD, 12 PER JAMB TYP. DOUBLE STUD C" 6. HEADER PER CHART STEEL TUBE (2) 5TUM AT HEADER 1/2" (13MM) GAP SEE ELEVATION FOR SIZE INSTALLATION PER CHART /-5/6" (16MM) GAP ELEVATION VJEA 5ECTION VIEN TYR (2) HEAVERS PER CHART 4"X4"XI/40 WASHER IN/ (1) 5/6" VIAM. EPDXY ANCHORS AT 18" O.C. (MAX) EMBED 6" LJ L-L-i O.C..STA&GEREP SPAN CHART FOR METAL HEAVERS HEADER 51ZE m1plawl N',1=91 mvi _t VINYL OR METALJ ^ STEEL STUD CONTROL -JOINT Lw NO. 041B NOTE. t-I_/-NN Vlt:YN 1. PROVIDE EVERY :20 -0 AND AT EACH CORNER OF: DOORS TO TOP OF WALL '-&QA1nQATtQbJ�MMENJ0ATION5, IN U96 HANDBOOK. S DETL , EE TH15 AI8SHEET SEE DETAILS 5 t b, SEE GENERAL NOTE A, (AT INTERIOR 00OR5 om.,r) SHEET A4.1 SHEET A-4.2 CONNECTION t:)STAIL. SCALE 7 OPENING FRAMING DTL. 000R/WIN=W1C4S90 OMfNG -ALE 4 Tam C SCALE _ 7 7777 77� _7 I W I Z c"n < Ckd U Lu LLJ Ln 00 co tn > M Ln < CN 5 Z Ln eq (VIE Z -� CN Arm zmzg < 0 z =?� < CA - ALL IDEAS. DESIGNS, AND ARRANGEMENTS INDICATED ON THESE DRAWINGS ARE THE PROPERTY OFAMMM-ASSNUM AND ARE ((TENDED TO K USED #I CDWWW WON THIS SKOFIC RWECT ONLY AND SHALL NOT OTHERWISE BE USED MR ANY PURPOSE WM7WM WMIOUT ME WRITTEN CMW OF MOOkSMI-AMMIS. 711W SHALL HE NO CHANGES OR KSTUS FRO( THESE OFAWRICS OR THE AIMOMPA"146 SPECK` MIONS WOMA THE WRITTEN CONSENT OFANINISM-ASSOMMS. Cam- 4-; U z j P4 "i 5 X L&j Li- 0 z III Lu LU > 0 n < z LA.J n n Ire z L.Li __j -13680 < 5/31/2007 RENEWAL 0 C WE ISSUED FOR 041/01/05 B.D. REV. Me 07/11/05 SCAM DRAWN W. PN KA NO. BEHR-PAJNTS CADD 7M KH"-6.3 SHwTm WALL DETAILS *wmam A-6.3 E:\Behr Points\Ycle Building Files\YALE A-6,3,dwg, 09/01/05 10:34:34 AM, Pete HP DesignJet 750C Plus (E / AO), 1:9 SEE FLO( SHEET eCALE 5/411=11-011 E:\Behr Paints\Ycle Buildina 0 111�n Z LLJ oi�-- Ln < D MU ZNLn LLJ UJ 0 Ln co 0 00 >< C-4 T Ln ON CN r— z < < PAP Uj EMB zw z 0 0- U. ALL WAS. DES OK AM ARRANGEMENTS 2WATED ON THESE OMWM AM THE PROPERTY OFAND050WAUOCV48 AND AM INTENDED 10 BE USED IN CONNECTION VMH THIS S?WM PROJECT ONLY AN SHALL NOT OTHMM BE USED, FOR ANY PURPOSE WHATSOEVER WMIOUT THE WRITTEN CONSENT OFANOBWK-AMOMM. TREK WALL BE 90 CHANGES OR W&MMS FROM THESE ORAMMGS OR THE AMWAWYM SKCMTWWS WITIM THE WRITTEN CONSENT OFANOMM-MOMUS. 0 4.3 U Z 0 cd .j P4 T-4 48 (:) U 0 z X LAJ U. 0 Z LU 03 > 0 fLM ad pq n t. z F-1 I LL- ?2 vi n n z c. J. '�y �'�cn —13680 5/31/2007 REN 9 rp It- c RAI DAU Issm FOR IM'M 09/01/05 scm I/s*=fw MAYM or p# A X8 Na UMR CAW 7M 80PLA-U ammm SECTION 0 NEW MR CORRIDOR A-6.4 Files\YALE A-6.4.dwg, 09/02/05 01:42:23 PM, Pete HP DesignJet 750C Plus (E / AO), 1: "Al DOOR T"rimEs OR WIDTH . _DOOR W112TH iEE 56HEO. . 51r SCHEDULE ,,y l AA ALUMINUM TO MATCH EXISTING DOORS. AL ALUMINUM (AND GLASS) (CLEARCOAT ALUMINUM FINISH) AS ALUMINUM STOREFRONT SASH OR CARD READER/AUTO LOCK EL ELECTRIC LOCKS FG FLOOR CLOSURE FF FACTORY FINISH FLO FUSIBLE LINK FIRE DAMPER FP FIELD PAINTED (BLACK) (MATCH EX15TiNG) FRA LABELED FIRE RATED A55EMBLY GL GLA55 G5 GALVANIZED STEEL HM HOLLOW METAL STEEL WELDED FRAME LA LOCAL ALARM MF MFR.'S FACTORY FINISH MHO MAGNETIC HOLD OPEN DOOR LEVER TYP. PER I/A-5.1 MR MANUFACTURER RECOMMENDED NAT NATURAL PF5 PRE-FIN15H STEEL, TIMELY KNOCK -DOWN FRAMES PFA PRE-FIN15H ALUM. EXTRUDED FRAME PH PANIC HARDWARE PM PAINTED METAL P56 PAINT SEMI-61-055 5 SPANDREL GLASS SC SOLID CORE STL STEEL T I/4" THICK TEMPERED GLASS, �WiD WOOP PAINTED WM WN NATURAL WOOP WJSTAIN WV WOOP VENEER OH OVERHEAD STEEL TRACK DOOR ROOM NAME FIRST FLOOR DOORS 1-1 -0" 31 7'-O" LOBBY Ili 5C ❑1 Fil P.F.5. F.F. 5/A-6.1 - 5/A-6.1 IPfA-b.! - [-2] A 1 1-2 3'-0" I'-O" ENGINEERING LAB 101 5C \1i Fi� PP 5. F.F. 5/A-6.1 - 5/A-6.1 IA/A-6.1 - 73 , NO CLOSER A 3 I-3 aas 1-5.1 3'-O" EXIST I'-0" j EX15T , I-HR CORRIDOR 102 1-14R CORRIDOR 102 SG EXIST 711 EX15T 11 EXIST P.F.S. EXIST F.F. EX15T WA-6.1 5/A4.1 - - 5/A-6.I 5/A-6.1 TB/A-6.1 ® 3 ® A EX15T 1-3.2 3'-®" I'-O" I-HR CORRIDOR 102 Sc 71 71 ❑i P.F S. F.F. 5/A4.1 - 5/A-6.I '75/A-6.1 © ® A 3 I-4 -0" 31 71-0" ELECTRIC ROOM 105 5C 0 [ P.F.S. F.F. 5/A-6.1 - 5/A-b.l 7D1A-6,! - ® A M 1-5 3'-0" I1-0" DRYING ROOM 104 SG ❑i 711 P.F.5. F.F. 5/A-6.1 - 5/A-b.1 7A/A-6.1 � A 3 1-6 3'-0" 71-0" DRYING ROOM 104 5G 71 71 P.F.S. FF. 5/A-6.1 - 5/A-6.1 IA/A-b.l - 73 A 3 1-I 3'-0" I1-0" ELECTRIC ROOM 105 SG 1 M P.F.S. F.F. 5/A-6.1 - 5/A-6.1 7D/A-6.I - 0 A 2 f-I.I 3'-0" 71-0" ELECTRIC ROOM 105 5C M Fil P.F.S. F.F. 5/A4.1 - 51A-6.1 'tDIA-b.l - ® A 2 1-8 " 3'-0 I1-0" ELECTRIC ROOM 107 5G ® ❑1 P.F.5. F.F. 5/A-9,.l - 5JA-6.1 iD1A-b.1 - ❑2 A 2 I-q 5'-O" 71-0" STORAGE l0e, 5G 71 1 P.F.S. a F.F. 5/A-6.1 - 5/A-6.1 7DIA-6.! - ®, NO CLOSER B 3 1-10 3`-O" -71-0" STORAGE I08 5G [�1 P.F.S. F.F. 5/A-6.1 = 5/A-b.i 7A/A-6.1 - ®, NO CLOSER A I 1-11 3'-0" 71-0" OFFICE 10q 5C 71 71 P.F.S. ! F.F. WA-6.1 - 5/A-6.1 7A/A-6.1 ®, NO CLOSER A i 1-12 " 3'-0 71-0" OFFICE 110 50 1 M P.F.S. F.F. 5/A-6.1 - 5/A-6.1 7A/A-6.1 - ❑2 , NO CLOSER A I 1-13 3'-0" 71-0" OFFICE III SC ❑1 7 P.F.S. F.F. 5/A-6.1 - 5/A-6.1 7A/A-6.1 - , NO CLOSER A l 1-14 3'-0" I'-0" COLOR LAB 115 SG ❑i 1❑ P.F.S. FF. 5/A-6.i - 5/A-6.1 7D/A-6.1 - 72 A l 1-15 b'-0" 71-0" COLOR LAB 113 ❑2 ® P.M. H.M P.M. II/A-6.2 - I!/A-6.2 - - - B - 1-16 -0" 31 71-0" CHANGING ROOM 114 SG ❑i Fil P.F.S. F.F. 5/A-6.1 - 51A-6.1 ID/A-6.1 - 72 A 2 JANITOR OL05ET 115 Sc ❑1 7 P.F.S. F.F. 51A-6.1 - 5/A-6.1 IP/A-6.1 - 72 A 2 1-15 3'-0" '71-Os' WOMEN 116 SG M Fil P.F.S. F.F. 5/A-6.1 - 51A«6.1 7GfA-b.l - ❑3 A 3 hl9 3'-0" I1-0" VESTIBULE III 5C Fil [11 P.F.S. F.F. 51A-6.1 - 5/A-6.1 "1DlA-6.4 - �j3' A 3 1-20 3'=O" 71-0" MEN 118 50 711 7 P.F.S. FF. S/A-6.1 - 5JA-6.1 7G/A-6.1 - ❑3 A 3 1-21 31-0" '7'-0" VESTIBULE III SC I 1❑ P.F.S. FF. 5/A4.1 - 5/A4.1 7P/A-6.1 - ® A 2 WIN�OUJ TY�� � _ KNDC��NV� 5GHEDULE NINOON DIMENSION ROOM NAME HEAT HEIGHT TYPE FRAME DETAILS -A -?i � WIDTH HEIGHT HEAD SILL 4 NO, TYPE REMARKSNO' =r T K WINDOW W10TH SEE 56HEOULE I 0 10 3E� N I E�L5)"T'E_E5B' A. NOTE ON DRAWINGS: " MAXIMUM EFFORT TO OPERATE POORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE POOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS. CBC SECTION I133B.2.5." B. ALL DOOR HARDWARE SHALL BE PU5H/PULL, PANIC OR LEVER HARDWARE. C. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL K1 WLEPGE OR EFFORT. TITLE 24, 1005 3.1.8 D. ALL GLAZING SHALL COMPLY WITH CHAPTER 24 (C.B.G. 2001 ED) ESPECIALLY SEGTION'�2403, 24004� ' 240b, SAFETY GLAZING. E. ALL EXIT DOORS AND GATES SERVING GROUP A OCCUPANCIES SHALL NOT BE PROVIDED WITH A LATCH OR LOCK, UNLESS IT 15 PANIC HARDWARE. SEC 1007.2.5, 100'13.1.0, 1007.4.5, 1007.5.8 U.B.C. F. ALL EXISTING DOORS THAT ARE NOT LEVER SHALL BE REPLACED WITH LEVER HARDWARE. FIRST FLOOR AI NDONS OFFICE 10q I'-O" A STEEL FRAME 6/A-b.l 6/A-6.1 - +42" A.F.F., TEMP GLASS !-2 3'-0" OFFICE 110 7°-O" A STEEL FRAME WA-6.1 61A-6.1 - +42" A.F.F., TEMP GLASS 0 PAINTED SOLID CORE POOR. ® LEVER LOCK SET. DOORS TO BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, OR SPECIAL KNOWLEDGE, OR EFFORT. ® LEVER LATCH SET. PER I/A-5.1 ® PU5H/PULL WITH DOOR CLOSER. PER I/A-5.1 ❑5 REQUIRES 10" x 54" KICK PLATE ON BOTH 51DES OF POOR. PER 7/A-5.i ® 20 MIN U.L LABELED DOOR/FRAME/HARPWARE WITH CLOSERS. ACCESSIBLE HARDWARE INTUMESCENT 5EALICLO5ER ACROSS TOP AND EACH SIDE. ® HC6-10 CRASH POOR SEE DETAIL IOTA-6.2 FOR INSTALLATION ❑8 EXISTING RELOCATED POOR HARDWARE 69T I OTY. DESCRIPTION 3 HINGES I CLOSER 1 OFFICE LOCK/ LATCH SET I STOP - TYPE TO SUIT FIELD CONDITIONS HARDWARE 69T 2 QTY. PE50RIPTION 4 HINGES I OL05ER I STOREROOM LOGK/LATCH SET I STOP - TYPE TO SUIT FIELD CONDITIONS HARDWARE SOT 3 OTY. DESCRIPTION 3 HINGES I CLOSER I PASSAGE LATCH SET I STOP - TYPE TO SUIT FIELD CONDITIONS 1 I- m Ln U COLU Ln 0 rn I�jII{Illli ill �U� t E11jI� 111.:. Illlllll���ii e W �w RAM _/05 !CA ws DRAWN FMFix PAX vow -PANS CAM TM YALLA-7 DOOR '' i SCHEDULESim HIMM A-7 E:\Behr Paints\Yale Building Files\YALE A-7.dwg, 09/01/05 10:39:46 AM, Pete HP DesignJet 750C Plus (E / A0), 1:9 c1l (E) CC.AdIPUANT ACCIE'SSIBLE SIGNAGE TO ROMAIN, cli CRASS LANDSCAPE TO R FM AIN. - ;E) CONCRETE V, AL.K TO REMAIN, SAW CUT AND REEI SECTION OF (E) CONCRETE PAVING FOR t-,IEW WfitRiNIG STRIPES, (E) NON -ACCESSIBLE RAMP & LANDWIGI TO REMAIN - BLACK -OUT OR �E) STRIP REMOVE I ikl� G, N, g i V m loamnmmomm mol ti A I od L L (E) BUSHES TO ROMAVIN, PROTECT !N PLACE DURING CONSTRUCTION, (TY �) , -Pi Rf'-MOVF BUSHES, LOCATE SPRINKLER MA, AND HEADS. ALTER OR RE-ROUTE AS REQUIRED FOR NEW CONC. PAVING, (TYP) ) _­___l REMC)VE & RELOXCATE (EL ' l_ _ PARKING SIONAGE, ITYPI) LmE OF ;a-) BLDG, INAL", P PP 'ILACE DUR .'OTECT IN 'ING DEMOLITION. 7a' r, E h R WE A k \$ECTK)N CURB _,NEE' C4 CUT (E) Hill fAC E) VAN y xIH /k, % EXIST. (E) PARKING ACCESSIBLE 5t-2- 9'-2- X_ll_-_______ EXIST, t EXIST. TO REMAIN. (E) A.C. PAVING DRIVE WAY TO REMAIN, STANDARD PARKING STRIPING TO REMAIN, - 4" 9'-4- (IST. EXIST, C) p r -7- F I Sti L) L_ L N, \ to to Cal m 9 tV I C) -1 4HIGH 1c, CURB REMAIN,. 4" 7 Tf .. ............... .. ... ..... ....... . ...... ......... . .. . ..... . ... .. ...... ... SCALE: 1/8' l'-O" T— r c1l I'Av/ (E) COMPLIANT ACCESSiBLE SIGNAGE TO REMAIN. lu L_ v I I I I Cl L A I I Pq �,j F 41. LANDSCAPE TIC1 REMAIN. —(E) BUSHES TO REMAIN, PROTECT IN PLACE D1>1R114C CONSTRUCTION, (TYP.) /­--I----4,ISTALI, SALVAGED 9(3NAGE ON NE'. 10 (,E) Cci,4CREIE WALK FUSI Al PR 'HT, OPER HEIG 10 REM*L ii iNSTALL SALVAGED ""GNAGE. 0lN­--­- EXISTING WALL AT PROPER G H T. (TYP,) E I'v H OF k A - IN� (E) BLDG'� A'All. { I Jf_,I PAC DURING It PROTECT I CIE I CONSTRUCTION, _VC F-1 Ak'I F-Z IONEAC-SILE, .... .... RAMP & LANDING P0, -- - --- REMAIN, (E�) 4' flV_H 4' 0- CONCCURB x TO REMAIN, WIIHEE'l STOP AT EACII H/C PARKING INSTALL NEW CONCRE-IfE U0 (n (E\ E) J 5Z 0 12) M-AX. SLOPE. 'E "' VAN N UJI (E), PARKIN- Sllmr�.,K, ACCESSIBLE EMBLE REMAIN. L 10 L -J 9 - 2- 9-2 -9 4 9 - 4 �p-7-­' EXIST. EXIST. EXIST. FIS-fT"y-p i X,, 4T. T kell PAVING DR�W[ WAY 5z I'D REMAIN, cli uj STAUIDARD PARKING STRiPIIIG TO REMAIN, cni Nill VV', P A ,-.%c ...... ....... r1l.) I / f-A, J - -1 .... . ..... . ........ SCALE: 1/8" = l'-O' ----,EXISTING DOOR TO REMAIN F p EQ 5-0" MA -1/2" 0 SPL POS GUARDRAIL, PAINTED. EQ 1 1 2 0 STL. POST, GUARDRAIL, & HANDDRAIL, PAINTED, (TYP.! SEE DETAILS H kSCREE Y 8LINE OF "El I N r7 CONC, 'WALL PROVIDE 2" 0 STEEL C> SLEEk (91 EACH, POST (E) ASPHALT PAVING kA4lVI (,'EVENT MOTAR: SETTING, EMBEDMENT MIN. (TYP,) RE -BUILD (E) DAMAGED--- PAINT (E) CONC, STAIR TO MA C H CONCI, STEP fE) ADJACENT INALL. PAINT 2' WDE CONTRASTING COLOR WARNING 55TIRIPES AT EACH 'FRI, _F ADS LUEVA i !ON HANDDRAiL WALL _ ATTACHMENT. SEE DETAILS 7F 6 11 12 El w R) 7 RISIRS EXISTING DOOR T&----, SAIR @ UP ug REMAIN 6- oy� SEE ELEV. ABOVE 1 1 0 S I'L. POST, GUARDRAIL, HANDDRAIL, PAINTED. (TYP I GUARDRAIL, & HANDDRAIL' lh' CONC. LANDING (E)TREADS SUPPORTS A POINT LOAD Of' 200 L13S, MIN, ITY 4A REMO�k (E) GUARDRAIL, POST, AND SLEEVES, INSTALL NEW ACCESSIBLE COMPLIANT POSTS, GUARDRAIL AND HANDRAIL. ,,----EXISTING SREEN WAIL 70 REMAIN MN c L_ Li . ........ . ... .......... . . - SCALE: 1/4?' = l'-O" 41 (E) GOless 'Afvff DOOR H ALSIGNAGE TO REMAIN, L �9 (E) COMPLIANT DOOR ,--NEW WALL MOUNTED SIGfr NAGE TO REM0, SIGNAGE, SEE DTL, 7 if S 1 _)WO M, E N' t .r (E) MEN'S RESTRQDIM RFES��"Oom STAIR Q h a7\,l 4 _,_54 141 2 36" 36" Ito die C14 Q NOTE: ALL DIMENSIONS ARE EXISTING, INTENDED TO SHOW EXISTING RESTROOM LAYOUT CONDIliONS. ....... ...Ii1 # ii....... . ..... . ........ ........ ... ..... ..... ., SCALE: 1/4' = 1'-0" m m .. ... ...... .............. 11.1.1.'ll,,,,,.,,-"",.1.1.111.,,,-,l,,..'I .... ...... ... ... .... ... . . . ....... ...... . ....... ........... .. — .................. . ................. ... -1, EXISTINC CONDITIONS INDICATED ARE FOR INFORMATION ONLY, IT IS THE Fil PROVIDE 'U" SHAPED HANDLE IMEDIATELY BELOWI THE. DOOR LATCH. A( CONTRACTOR'S RESI-IONSIBILITY VERIFY HE TUAL .0NDITION," LOCATIONS AND DIMENSIONS, AND TO NOTIFY T E ARCHITECT OF ANY IH 21 REMO'llr_ & REPLACE 'WATER TANK WTH FLUSH VAUVE ON THE VPDE SIDE DISCREPANCIES OR OMISSIONS IN THESE CONDITIONS BEFORE COMMENCINIG OF TOILET AREA. ANY DEMOLITH ION IN AREAS AFFIE"CTED BY THESE EXISTING CnONDFflON& R01001VE & LOWER TOWER DISPENSER SO THAl' THE I() ER DISPENSING OPENING IS AT 40' MAX, 0 �rr 1 IN THE E"A014T OF EXISTING" IMPR ts NOT SHOVffj ON DRAWINGS, R E M OVE & LOINER SOAP DISPENSER �O THAT 'PHE SOAP DISPENSIIIIG VERIFY A01TH ARUCHITECT BEFORE REMOVING OR LEAVING IN PLACE, OPENING IS AT 40' MAX, t 5, U T , DO N01' N'EMO',-f, DAMA(,,,r- OR MODIFY Ak-f EXISTINo �TR CfURAL REMOVE A LOAA-,R 1,70ILET COVER DISPENSER SO THAT THE DISPENSING i; ELEMENTS OF THE BUILDING SHELI­ OPENWG IS AT 40" MAX, 4, SEAL rENTIRE' PERIMETER AND PENE'TRATIONS OF ALL FUl Fs] RE,/lOM-.*,,' 6- L OVJE R COAT IiOOK SO THAT THE CENTER OF THE HOOK IS AT 48" MAX, i, NJ',,, F1 RELOCATE ( E ) ACCESSOROES CABIiNET PER OWNER DIRECTION, U DATA SPECIALTIES INC. 8400 KASS DRIVE BUENA PARK, CA 90621 (714) 523-8489 FAX (714) 523-1861 Exp. O,Yi -05 / * cr �clw�_%Vv vev I a It 0 00 DESM (ROUP 18071 Irme 111vi Irluatk4 Califffs-Aa 9 2 7 80 ett.a.a*3 Luffilillsoffmffawl Tek k714) 61(k Am M 4� z LJ W < < cr 0 (10 0 T— r c1l I'Av/ (E) COMPLIANT ACCESSiBLE SIGNAGE TO REMAIN. lu L_ v I I I I Cl L A I I Pq �,j F 41. LANDSCAPE TIC1 REMAIN. —(E) BUSHES TO REMAIN, PROTECT IN PLACE D1>1R114C CONSTRUCTION, (TYP.) /­--I----4,ISTALI, SALVAGED 9(3NAGE ON NE'. 10 (,E) Cci,4CREIE WALK FUSI Al PR 'HT, OPER HEIG 10 REM*L ii iNSTALL SALVAGED ""GNAGE. 0lN­--­- EXISTING WALL AT PROPER G H T. (TYP,) E I'v H OF k A - IN� (E) BLDG'� A'All. { I Jf_,I PAC DURING It PROTECT I CIE I CONSTRUCTION, _VC F-1 Ak'I F-Z IONEAC-SILE, .... .... RAMP & LANDING P0, -- - --- REMAIN, (E�) 4' flV_H 4' 0- CONCCURB x TO REMAIN, WIIHEE'l STOP AT EACII H/C PARKING INSTALL NEW CONCRE-IfE U0 (n (E\ E) J 5Z 0 12) M-AX. SLOPE. 'E "' VAN N UJI (E), PARKIN- Sllmr�.,K, ACCESSIBLE EMBLE REMAIN. L 10 L -J 9 - 2- 9-2 -9 4 9 - 4 �p-7-­' EXIST. EXIST. EXIST. FIS-fT"y-p i X,, 4T. T kell PAVING DR�W[ WAY 5z I'D REMAIN, cli uj STAUIDARD PARKING STRiPIIIG TO REMAIN, cni Nill VV', P A ,-.%c ...... ....... r1l.) I / f-A, J - -1 .... . ..... . ........ SCALE: 1/8" = l'-O' ----,EXISTING DOOR TO REMAIN F p EQ 5-0" MA -1/2" 0 SPL POS GUARDRAIL, PAINTED. EQ 1 1 2 0 STL. POST, GUARDRAIL, & HANDDRAIL, PAINTED, (TYP.! SEE DETAILS H kSCREE Y 8LINE OF "El I N r7 CONC, 'WALL PROVIDE 2" 0 STEEL C> SLEEk (91 EACH, POST (E) ASPHALT PAVING kA4lVI (,'EVENT MOTAR: SETTING, EMBEDMENT MIN. (TYP,) RE -BUILD (E) DAMAGED--- PAINT (E) CONC, STAIR TO MA C H CONCI, STEP fE) ADJACENT INALL. PAINT 2' WDE CONTRASTING COLOR WARNING 55TIRIPES AT EACH 'FRI, _F ADS LUEVA i !ON HANDDRAiL WALL _ ATTACHMENT. SEE DETAILS 7F 6 11 12 El w R) 7 RISIRS EXISTING DOOR T&----, SAIR @ UP ug REMAIN 6- oy� SEE ELEV. ABOVE 1 1 0 S I'L. POST, GUARDRAIL, HANDDRAIL, PAINTED. (TYP I GUARDRAIL, & HANDDRAIL' lh' CONC. LANDING (E)TREADS SUPPORTS A POINT LOAD Of' 200 L13S, MIN, ITY 4A REMO�k (E) GUARDRAIL, POST, AND SLEEVES, INSTALL NEW ACCESSIBLE COMPLIANT POSTS, GUARDRAIL AND HANDRAIL. ,,----EXISTING SREEN WAIL 70 REMAIN MN c L_ Li . ........ . ... .......... . . - SCALE: 1/4?' = l'-O" 41 (E) GOless 'Afvff DOOR H ALSIGNAGE TO REMAIN, L �9 (E) COMPLIANT DOOR ,--NEW WALL MOUNTED SIGfr NAGE TO REM0, SIGNAGE, SEE DTL, 7 if S 1 _)WO M, E N' t .r (E) MEN'S RESTRQDIM RFES��"Oom STAIR Q h a7\,l 4 _,_54 141 2 36" 36" Ito die C14 Q NOTE: ALL DIMENSIONS ARE EXISTING, INTENDED TO SHOW EXISTING RESTROOM LAYOUT CONDIliONS. ....... ...Ii1 # ii....... . ..... . ........ ........ ... ..... ..... ., SCALE: 1/4' = 1'-0" m m .. ... ...... .............. 11.1.1.'ll,,,,,.,,-"",.1.1.111.,,,-,l,,..'I .... ...... ... ... .... ... . . . ....... ...... . ....... ........... .. — .................. . ................. ... -1, EXISTINC CONDITIONS INDICATED ARE FOR INFORMATION ONLY, IT IS THE Fil PROVIDE 'U" SHAPED HANDLE IMEDIATELY BELOWI THE. DOOR LATCH. A( CONTRACTOR'S RESI-IONSIBILITY VERIFY HE TUAL .0NDITION," LOCATIONS AND DIMENSIONS, AND TO NOTIFY T E ARCHITECT OF ANY IH 21 REMO'llr_ & REPLACE 'WATER TANK WTH FLUSH VAUVE ON THE VPDE SIDE DISCREPANCIES OR OMISSIONS IN THESE CONDITIONS BEFORE COMMENCINIG OF TOILET AREA. ANY DEMOLITH ION IN AREAS AFFIE"CTED BY THESE EXISTING CnONDFflON& R01001VE & LOWER TOWER DISPENSER SO THAl' THE I() ER DISPENSING OPENING IS AT 40' MAX, 0 �rr 1 IN THE E"A014T OF EXISTING" IMPR ts NOT SHOVffj ON DRAWINGS, R E M OVE & LOINER SOAP DISPENSER �O THAT 'PHE SOAP DISPENSIIIIG VERIFY A01TH ARUCHITECT BEFORE REMOVING OR LEAVING IN PLACE, OPENING IS AT 40' MAX, t 5, U T , DO N01' N'EMO',-f, DAMA(,,,r- OR MODIFY Ak-f EXISTINo �TR CfURAL REMOVE A LOAA-,R 1,70ILET COVER DISPENSER SO THAT THE DISPENSING i; ELEMENTS OF THE BUILDING SHELI­ OPENWG IS AT 40" MAX, 4, SEAL rENTIRE' PERIMETER AND PENE'TRATIONS OF ALL FUl Fs] RE,/lOM-.*,,' 6- L OVJE R COAT IiOOK SO THAT THE CENTER OF THE HOOK IS AT 48" MAX, i, NJ',,, F1 RELOCATE ( E ) ACCESSOROES CABIiNET PER OWNER DIRECTION, U DATA SPECIALTIES INC. 8400 KASS DRIVE BUENA PARK, CA 90621 (714) 523-8489 FAX (714) 523-1861 Exp. 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