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®� ABBREVIATIONS A AT A/C AIR 60NDITION ADJ. ADJACENT, ADJUSTABLE AFF, ABOVE FINISH FLOOR A.14U. AIR HANDLING UNIT ALUM. ALUMINUM APPROX. APPROXIMATE ARCH. ARCH(TECCT,OA�I2,LCHITECTURE, ATTK ATTENTION 5LDG, B BUILDING BLK. BLOCK BLKG, BLOCKONG) C CAB. CABINET C.L. CENTER LINE CLG CEILING CLR CLEAR C.M.U. CONCRETE MASONRY COL. COLUMN CONC. CONCRETE CONT. CONTINUOUS CPT. CARPET DBL. DOUBLE DEPT. DEPARTMENT DET. DETAIL OF. DRINKING FOUNTAIN DIAL. DIAGONAL D#M, DIMENSION ON. DOWN DO 0114. WRING OUR. DRAWER E EA. EACH ELEC. ELECTRIC, ELECTRICAL ELEEa V EQUALELEVA EQUIP. EQUIPMENT EXIST. EXISTING I` FAB. FABRICATE FF_ FINISH FLOOR FIN. FINISH FIXT. FIXTURE F.O.F. 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 50ARD H T.. WT 14EIG14TBIB HM. HOLLOW METAL HVAC HEATING, VENTILATION, AIR CONDITION W.W.HOT WATER INSUL. INSULATION INSTL. INSTALL i J.B. JUNCTION BOX JST. JOIST K KIT. KITCHEN L LAM. LAMINATE, LAMINATED (PLASTIC) LAY. LAVATORY L5($). POUND(S) M MACH. MACHINE MAINT. MAINTENANCE MAX. MAXIMUM MECH. MECHANICAL MED. MEDIUM MET. METAL MFG. MANUFACTURING MFR MANUFACTURER MID. MIDDLE MIN. MINIMUM MISC. MISCELLANEOUS MTD. MOUNTED MTG. MOUNTING MUL, MULLION N N.A. NOT APPLICABLE NF.P.A. NATIONAL FIRE PROTECTION ASSOCIATION N.E.C. NOT IN CONTRACT NO, NUMBER N.R.C. NOISE REDUCTION COEFFICIENT N.T.S. NOT TO SCALE 0 O.C. ON CENTER OPNG, OPENING OPP. OPPOSITE P P.C.F. POUNDS PER CU51C FOOT PLAM, PLASTIC LAMINATE PLAS. PLASTER PNL. PANEL PROJ. PROJECT, PROJECTION P.S.I. POUNDS PER SQUARE INCH Q QTY. QUANTITY R R RISER, RADIUS R.D. ROOF DRAIN REF. REFERENCE REFRIG. REFRIGERATION OR REFRIGERATED REG. REGISTER REQD. REQUIRED REV REVISION RFG. ROOFING RM. ROOM R.O. ROUGH OPENING S SERV. SERVICE SHWR. SHOWER SIM. SIMILAR SPEC. SPECIFICATIONS SQ. SQUARE ST. STREET S.T.C. SOUND TRANSMISSION CLASS STD. STANDARD STL. STEEL STOR STORAGE SUSF. SUSPENDED T TEL. EPHONE TEMP. TEMPERATURE, TEMPERED TYP. TYPICAL U U.13C. UNIFORM WILDING CODE U.L. UNDERWRITERS LABORATORY UDA UNLESS OTHERWISE NOTED v VCT COMPOSITION TILE VSfi. yVIINYL VESTiIBU VENT. VENTILATION w W/ WITH W C. WATER CLOSET W.H. WATER HEATER CLIENT M-1 ARCHITECTURAL: A-1 BUILDING INFORMATION COVER SHEET A-U CONTRACTOR'S INSTRUCTIONS A-1.2 GENERAL INFORMATION A-13 EXECUTION NOTE$ A-2.1 A.D.A. SITE DETAILS) 44_;`OiEC-611LT�# PLAN A-4,1 DEMOLITION PLAN A-4.2 DIMENSIONAL FLOOR PLAN -4. REF:,7p CEILING PLAN -44 _ XlT PLAN ) A � D i vTROt2M,.PLA�i�ETAILS 4-6.1 WALL, DOOR GA6 NET D4_TAILS ) A i DOOR SCHEDULE r r,".'; ELEti.. i Kit -A4 ROJECT TITLE DRAWING SYMBOLS : SUBJECT OF DETAIL DETAIL NUMBER SCALE BUILDING ELEVATION BUILDING SECTION DIMENSION TO FACE i 44------- DIMENSION TO CENTER LINE DETAIL NUMBER SHEET NUMBER L -J----- LARGE SCALE DETAIL REFERENCE SHEET NUMBER I> --- ELEVATION NUMBER ELEVATION DETAIL NUMBER SHEET NUMBER DETAIL REFERENCE SHEET NUMBER G�_ DOOR NUMBER 0----- WINDOW NUMBER E� ROOM/AREA NUMBER Ft FLOOR PLAN NOTES u1 UTILITY PLAN NOTES Ct REFLECTED CEILING PLAN NOTES R1 REST ROOM NOTES --- REVISION NUMBER i ��yjlt��i�fi 1•mn'� 1,�� p � Ill,llf„• fl,f, f� �i r I � �r 40 :as, Amm TENANT IMPROVEMENT OF EXISTING BUILDR Illmll 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 M 3403-P) PER SCHEDULE BELOW: DEFLECTION LA20 FURRING PARTITION AT EXTERIOR WALLS: 3 5/8' STUDS * 16' O.G. O.C. (VERIFY INSULATION TYPE TO 5E USED 0 THESE WALLS, FURRING CHANNEL OR STUDS PARTITIONS: 2 1/2x25 GA. STUDS (2500525) AT 12' OC. MAX. HT. = 13'-4' PARTITIONS: 2 I/2'X25 GA. STUDS (2500825) AT 16' O.C. MAX. HT_ = 12'-1' PARTITIONS: 2 1/2'X25 GA. STUDS (2600625) AT 24' O.C. MAX. HT. = 10-4' PARTITIONS: 3 50X25 GA. STUDS (362,0625) AT 12' O.C. MAX. HT. = 11'-V PARTITIONS: 3 50X25 GA. STUDS (362DS25) AT 16' O.G. MAX. HT. = 15'-1' PARTITIONS: 3 5/8'X25 GA. STUDS (3620625) AT 24' O.C. MAX. HT. = 12'-3- ! PARTITIONS: 3 5/8'X20 GA. STUDS (3620620) AT 12'O.C. MAX. HT, = 22'-3' PARTITIONS: 3 5/8'X20 GA. STUDS (362D$20) AT 16' O.C. MAX. HT. = 20'-3' PARTITIONS: 3 5/8'X20 GA. STUDS (3620520) AT 24' OZ. MAX. HT. = Il -8' PARTITIONS: 6'X20 GA. STUDS (6000620) AT 12' O.C. MAX HT. = 33'-3' PARTITIONS: 6'X20 GA_ STUDS (6000520) AT I6' OC. MAX. HT_ = 30-3' PARTITIONS: 6'X20 GA. STUDS (60 620) AT 24' O.C. MAX. HT. = 26'-5' PARTITIONS: 8'X20 GA. STUDS (8000820) AT 12' O.C. MAX. HT, = 42`-3' PARTITIONS: 8'X20' GA. STUDS (8000820) AT 16' O.C. MAX. HT. = 31'-S, PARTITIONS: 8'X20' GA. STUDS (8000820) AT 24' O.C. MAX. HT. = 30-10' NOTE: 1. ALL STUD HEIGHTS SHOWN ASSUME FLEXIBLE CONTINUOUS EDGE SUPPORT ON BOTH SIDES OF THE WALL. (DRYWALL) 2. WHERE WALL COVERING DOES NOT OCCUR BRACING IS REQUIRED AT 4'-0' O.C. 3. G.C. TO SELECT THE PARTITION STUDS REa FOR THIS JOB FROM SCHEDULE A50VE k NOTIFY THE ARCHITECT. (STUD SIZE TO REMAIN CONSISTENT tv EVERY MAJOR AREA 4 CONTINUOUS WALLS). CELING JOIST SPANS : ASSUMED TOTAL LOAD (20 P.SFJ L/240 BY CEMCO STEEL SECTIONS, SECTION SPACING MAX SPAN 3620620 AT IVOZ. 11'-6' 3620620 AT 16' O.C. 101-6' 362DS20 AT 24' OC. C34-2' 6000620 AT 12' OC, 11'-3' 6000620 AT 16' O.C. 15'-8' 6000820 AT 24' OZ. 13'-8' 6005620 AT 12' OZ. 1T'-6' 6005820 AT 16' O.C. Is' -III 60OSS20 AT 24' O.C. 13'-11' 8005820 AT 12' O.C. 22`-2' 8OM20 AT 16' O.G. 20'-6' W06620 AT 24' O.G. NOTE: i THE ABOVE 15 FOR SIMPLE SPANS ONLY. THE CONTRACTOR SHALL SUBMIT j SPAN TABLES OF ANY OTHER MFR . OTHER THAN CEMCO. D$ = DRYWALL STUDS, SS = SPECIAL STUDS !w✓�YIp�' 'v�issv,r E-10 ELECTRICAL PLAN WAREHOUSE ADDITION PLUMBING: ' P-1.0 PLUMBING PLANS, GENERAL NOTES 4 SPECIFICATIONS (RANDOM ATTACHMENTS ONLY PROJECT DATA : € i BEIiiI LNG SIitA WNGS PLAN AND DETAILS } `" JOB ADO . 2910 d GARRY AVE. A-6 RESTROOM PLANS AND ELEVATIONS SANTA A144 CA S2104 � .� '.w_ r b..,� �,... •: •� .f� �� . � TENANT: RANDOM HOUSE 2910 W. GARRY AVE.' SANTA ANA, CA W104 NOTE BUILDING OWNER: THE BUILDING 15 VACATED BUT RANDOM HOUSE STILL OWNS THE LEASE clegAI aT P1anTICS I I G AND IS PROVIDING THESE IMPROVEMENTS f : I txz !- i ¢' ' L$, �yyS qd ka 'a; �,"sc £, ; c ;; - x J V.. 4ft;. w. % %, : 4 m i a tl gnu," " seeil W11 s . s� i t�"hgypp ca� of 2 fp%` jy S 4 3 �r ^e a;. gL; hj()' i• Ya�-s }s P k C L„tK'•'I �-� P4 �..� o P.dB pre ;i llc1 s>._. B OCCUPANCY (RESTIROOM): 101 SF. FULL HEIGHT WALL: 13'-11' LINEAL FOOT VICINITY ITY AP, PROJECT TEAM: ARCHITECT: WARNER VE. E1+1 ASSOCIATES -- BERNARD (BUD) WAVERLY, AR HITECT DAVE McCLANAHAR V P. PHONE: (114) 632-9 55 FAX: (114) 632-5015 ,fa w �, j U 11_6EGEfroTORM AVE u ELECTRICAL: #__ 15 D 13 INC. lu 1:3L4KE BARREGAR PHONE: (114) 530-8150 �4AVEJ `r "IT T WCARRY AVE. PLUMBING: :"h _ �.�� MACAUTHOR BLVD. JOHNSON PLUI1151NG DARROL JOHNSON PHONE: (114) 630-1100 ` x; 405 NORTH 'AA , A .. OJECr LOG ■ANI 011� s• i .: NO, ff. ;.r r.wm wr' `X! BUILDING INFORMATION -COVER i 1 i i r a' l Ohlx Eat �� A P +'�t rV � A ny $ "tb�a.. p � , E:\Random House 2005\Construct•son Drawings\RANDOM HOUSE A-1.dwg, 08/23/05 11:36:36 AM, Pete HP DesignJet 750C Plus (E / A0), 1:9 txrq BID OR CONSTRUCTION CONTRACT CONTRACTOR RESPONSIBILITIES C NT`D : CONTRACTOR RESPONSIBILITIES NT' : GENERAL NOTES CONrD Z LJJ g completion, NEGOTIATION REQUIREMENTS 20. When contractors work is nearing letion, he shall 8. Roofing system and all manufactured materials used shall : 3. Materials are specified by their brand names to establish P bear the appropriate U.L. label. standards of quality and performance. Any request for. notify Anderson -Associates accordingly in writing. Upon substitution shall be submitted to Anderson --Associates inspection, Anderson -Associates shall prepare a final Uu A. General contractor, by submitting the bid package, is accepting all the bid requirements, within five (5) days of the award of contract for review for Punch List outlining incomplete or unacceptable work. 9. Glass doors, adjacent panels and all glazed openings within 1$ D contractor responsibilities, and agrees to carry the construction per bid documents The project will not be considered complete until all items of the adjacent floor shall be lass approved for impact hazard. „ equal quality and performance and shall not be purchased P j P ! 9 PP P 0� tt'� to complete the job ("turn key) within the time period agreed upon (whether the on the Punch List have been resolved. UJ � or installed without Anderson --Associates written approval. t� agreement is in writing or verbal) and obtain the certificate of occupancy (before 1O, The address number of every commercial building shall > 0 the occupancy date) from the governmental agencies which have jurisdiction over this project. "� ,r- 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 0-1 Ci 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 < Ch B. Building owner/tenant and/or any agent of either party which is accepting the bid the Uniform Building` Code, and any other applicable local and and to coordinate this preparation and acceptance with all less than six (6) inches in height and be of a color (,,i ca package from the general contractor, agrees #o all bid conditions, contract documents trades contracted direct) b them or indirect) b others to contrasting to the background. In addition, an business e- state code. (which has been adopted by local adjacency) Y Y Y Y 9 9 Y and specifications. complete the finish work. which affords vehicular access to the rear through any ; 5. The contractor shall be responsible for removing all left- driveway, alleyway or parking lot shall also display the iJ i.0 4-. C. General Contractor shall include in his/her bid submittal, allowance for hiring a qualified design- over materials, debris, tools and equipment involved in his 22. Contractor shall examine all areas and conditions prior to some numbers on the rear of the building. Z = Z , build fire sprinkler subcontractor for preparation of required documents and submittals operations at the conclusion of the installation. He shall any finish installation. Conditions detrimental to the proper < O to the proper governmental agencies for review and approval. The fire sprinkler subcontractor leave all areas clean and in perfect condition, including the and timely completion of work and those conditions not us Z S shah be responsible for obtaining the required permits 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 PAN -- Q 5- ca.. 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. process of the fire sprinkler document preparation, submittal and execution of work 6. Unless otherwise specifically noted, the Controctor(s) shall shall not interfere with construe#ion schedule and/or timely occupancy of project by owner/ provide and a for all labor, materials, equipment, tools, AM WAS, OESIPYIS. AND ARRANGEMENTS DIDICATED ON THESE P pay23. Prior to completion of the Project, the contractor shall submit to 12. Install metal corner beads at all exposed wallboard edges. MI ARE THE PROPERTY of AND tenant. Fire sprinkler system(s) submittal shall be per the latest adopted standards Of the transportation, utilities, and other services and related taxes ARE KIENKD TO BE USED IN CONNECTWN W if TNIs P BUILDING; TENANVOWNER in duplicate on behalf Install casing beads wherever wallboard, plaster, etc. SPEWC PROJECT ONLY AND SHALL NOi OTNERWPSE BE USED UBC and NFFA of the governmental agency having jurisdiction over this project (see note no. necessaryfor the proper execution &cam completion of the work. of himself and his respective subcontractors, sore 1 year written � ANY PURPOSE WHATSOEVER WPi W THE WRIMN 11 of fire and security notes on sheet A-1.1 for additional requirements). P P P p {) Y abuts a dissimilar finish material and provide sealant as required. CK THERE s OR HE NO guarantee against defective workmanship and/or materials, AMOM'Es OR DEYPECM 0S THESE DRAxnxls OR THE A�CCOI1PANnND 5PECifiCiITiONS wrnPlwT THE wRmEN tAhPSENr 7. The civil, structural, mechanical plumbing, and electrical and complete operating and maintenance instructions for all 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 meta! 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 specifications• 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 performing a complete job, then the general electrical work. Should there be an discre ancies between Associates, proof of final inspection, sign -offs by the local 1 h. All gypsum wall board to be 5/s thick type X unless P P / P 9 P 1 9 Y P 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 Building Department, Fire Department, and Police Department, These additional items and/or trades and the original bid package shall represent the total specifications that would cause a conflict, it 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 Sian -off cardsall agency approved, stamped and signed 15. Extend perimeter walls of care to structure above and prescribed in the bid documents and within the time period as agreed upon. p Y prior to installation of said work. An work installed in jobsite plan sets will be submitted to Anderson Assoc. with thermal insulation per mechanical specifications. conflict with the architectural drawings shall be corrected by the contractor at his expense and at no additional 16. Insulation required (per Fed. Spec. HH--1--521 E, Type E. The General Contractor shall compare all drawings, specifications and all verifications required 25. Contractor shall provide and install all stiffeners, bracings, expense to the owner or Anderson -Associates. exposed in the exterior 111-fire resistance rated where by construction documents against field conditions before submitting the bid package, if the back-up plates and supporting brackets required for the 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): on the contractors findings and required field verifications, then he/she shall notify Anderson 8. No substitutions will be considered unless written request casework, stair railings and of all wall mounted or A. Roof: min. R--19, 6" minimum thickness 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. U as mentioned above. the project. Each such request shall include a complete B. Exterior walls: 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 •• Provide R--11, 3--1/2 minimum thickness considered to be construction standards. If the contractor F. The contractor's submitted construction cost shall be fixed. The general contractor shall not drawings, cuts, performance and test data necessary fora U.N.O. (see mechanical specifications) Z 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, quality of material or an increase in the set construction time unless a change has been writing by Anderson --Associates. Anderson --Associates shall be notified for clarification, W W issued by the architect and approved by the owner. 17. Suspending ceiling framing systems are to be designed � j'"'� 9. The contractor, immediately after being awarded the 27. Details marked "typical" shall apply in all similar cases for lateral forces per details provided (see plans) oe ��+�!! G. The General Contractor shall not hold Anderson Associates, an of its employees or a agents and contract, shall prepare and submit to Anderson --Associates unless specifically indicated otherwise. -. Y9 / for approval, an estimated progress schedule of the work. 18. Provide tempered glass at locations required by UBC .J or any engineering consulting firm which has a direct contract with Anderson Associates 28. OMIT latest adopted UBC and by other applicable code. e responsible for any field condition and/or negligence of contractor for not field verifying 10. The contractor(s) shall secure and pay for all permits,'"' properly as required above, before submitting bid package. governmental fees and licenses necessary for the proper g rY P P 19. Public hallways and exit court passageways to have 7 ft. executive and completion of the work. The Contractor(s) clear height to lowest projection. W shall request all inspections required b local governmental 29. All metal framing members shall be so arranged and spaced g P j H. The building owner/tenant and/or any agent of either party or any engineering consulting firm q P q Y 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 ductwork with a minimum of cutting. Shaft walls shall be provided 20. Occupancy load signs shall be posted in each classroom, assembly Z Anderson Associates responsible for any field conditions and/or negligence of the contractor with necessary frames, bracing, and sealant around the opening. room, or similar purpose room, having an occupant load of 50 or more. 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 o owner/tenant to supply proper requested information to Anderson. Associates. precedence over scale dimensions. If any discrepancy occurs r° in dimensional information, contact Anderson -Associates for 30. Offset studs where required so that finish wall surface will be flush. I. The building owner/tenant and/or any agent of either party or any engineering consulting firm clarification prior to proceeding with any construction activities. t°`4'-"" which does or does not have a direct contract with Anderson Associates shall not hold 12. The Contras#or(s) are responsible for verifying all dimensions 31. Gypsum boards shall extend to underside of structure above at all GENE L CONDITIC>NS Z 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 bid documents or errors/omissions in field by design -build (sub)contractors. dimensions shown on the architectural drawings w/the related furring channels to steel column prior to fire proofing when req. 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 wrifing to Anderson drawings & specifications prior to construction. Discrepancies 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/violation, 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 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 idustriaf 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 prior to the issuance of a building permit. (1 PC.b.8) as being necessary to produce the intended results. Z work. All dimensions are to be rough unless otherwise noted. K. The contractor will submit, two weeks prior to the first payment request a complete schedule 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 performed. The total shall be listed at the 13. If the Contractor wishes to make 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. payment 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) 3. All requests for clarification of these drawings shall be D ARe �^�, notice shall be given by the contractor before proceeding to �� CONTRACTORQUALIFICATION REQUIREMENTS: execute the work, except in an emergency endangering life directed in writing to Anderson -Associates. All approvals v� �© J. or property. Any change in the contract sum resulting 34. Separate permits shall be obtained for signs, fences, trash and instructions to the Contractor(s) shall be issued through from such claim shall be authorized by a written change enclosures, retaining walls, planters, and pools. Anderson -Associates in the form of written field orders, -c The General Contractor (s) and his Subcontractors must have at least 5 years experience in the order onlyclarification drawings and other written correspondence. . ��� � type of Construction specified within these construction documents. The following items must 35. No changes are to be made on these plans without the knowledge Q be provided, prior to submittal of bid, for review by the Owner and his Consultants: 14. All work shall be done in a qualify workmanship like or consent of the architect/engineer whose signitures appears hereon. 4. Abbreviations throughout the plans are those in common 1, 5/ N/2�007 Q� Project list of similar projects completed within the last five years including manner utilizing, unless otherwise noted, only new high usage. Anderson --Associates will define intent of any in question. (N l�Q Project name, Dollar valuatlon, Owners Company name and Contact with quality materials consistent with specifications as indicated. 36. Contractors shall provide and install all concrete pads for mechanical it CA�- 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 and governmental regulations. shalt notify Anderson --Associates in writing as to the names Project list of similar projects currently under construction including Project GENERAL NOTES of all subcontractors and certify that all materials and name, Dollar valuation, Owners Company name and Contact with a phone number. 15. In the event of damage, immediately make all repairs and equipment necessary for the completion of the project have III U' DATE ISSM FOR. replacements necessary to the approval of Anderson- been ordered with confirmed delivery dates coordinated List of proposed Subcontractor and their fist of Projects as indicated in Associates and at no additional cost to the Owner. 1, All dimensions are to face of concrete, face of concrete masonry with the progress schedule. Such notification shall list any ---�- previous items. units, centerline of columns and beams, or face of wall (gyp, brd.) exceptions including the cause, i.e. request for substitution. 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 prevent damage, injury or loss to: a ail employees on the cone. slab or top of interior paving unless otherwise noted. Ceiling the last 5 years. P g j Y {)eheight dimensions are to finish surfaces unless otherwise stated. 6. If any modifications necessitated by either field conditions, work and all others who may be affected thereby, and (b) Upon review of the aforementioned the Owner shall approve or decline General ContractorOwner, or by the local governing authority, whether or not s) for the materials to be used in the construction before, during 2. Door openings not located by dimension shall be centered in the wolf as an increase to the walk in terms time, lobar, or bidding of project. and after installation and the work and materials of all shown or shall be located at minimum req. from finish wall to finish jamb. materials are required, they should be immediately brought other trades or existing construction or property. to the attention of Anderson --Associates, and the appropriate 3. Final proposed locations of all mechanical and electrical equipment, field order, proposal request, or change order will be issued. 17. When necessary, demolition work shalt include removing panel boards, meters, fixtures, flues, vents, etc., shall be indicated 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 accompaning contract at the completion of the work. Those items permanently document shall create any contractural relationship between the removed should be sorted as directed b the Owner or 4. Where indicated on plans, align new walls with the face contractor and Anderson --Associates, and it is understood that all 1. Examination of the site and portions thereof which will Y of existing walls. columns, and furring fora flush affect his work shall be made b the general contractor Properly disposed of away from the site. the above General Conditions are based on Anderson --Associates Y 9 condition. Repair, patch, and finish. who shall compare his findings with the drawing and . acting as Owner Representative. satisfyhimself as to the conditions under which work is to 18. All materials, fixtures, equipment, accessories or items called for on the drawings will be installed by experienced contractors to the quallit 5. All new surfaces and patched surfaces shall be smooth, be performed. He shall, at such times, ascertain and check level expected by the manufacturer and as expected those who set continuously free of imperfections and in proper 8. Where work or equipment is indicated by the letters N.I.C. location of existing structures or equipment which may 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 effect his work. Na allowance shall subsequently be made q Y Y a�,e oe/TD/Ds WY�GSCJIE8N.7.S q Y the contractor agrees to remove and reinstall to said standard. Also, or any areas where a finish is not specified, they shall equipment shall be provided by others. in his behalf for any expense to which he may be put due match adjacent material in construction, color, texture and ENt+tNAVBY PN PLoxscuer=, to failure or neglect on his art to make such an all installations and warkmanshi will be er the manufacturers written g P specification This is expected and will be required for exec fiance of all manufacture. Any finish work damaged or stained shall be repaired 9. Any consultants shall submit five (5) copies of engineering X*NQ RANDOM.JMSE CAW IMRANDDti.J�-1.T examination. Any conflicts or omissions, etc., shall be P q P or replaced as necessary with the new matching material. and reported to Anderson -Associates prior to bid date. work, and/or shop P drawings samples to Anderson --Associates s g and sam P StIWTTTEEt covering the following categories of work: (a) cabinetry 19. The contractor shall, at all times, keep the premises free 6. All interior walls and partitions shall be designed and and millwork (including sample of finish). (b) CONTRACTOR'S 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 prefabricated assemblies other .than building standard work. INSTRUCTIONS 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 (c) HVAC. (d) mechanical. (e) electrical. By 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, submitting shop drawings the consultant thereby represents wimm entrances, exits, lobbies, corridors, etc. Leave area clean acceptance of the work or portions thereof, thoroughly that he has verified all field measurements, method of and free of debris at the end of each day• clean and remove all labels, paint, putter spots and other 7. All glazing shall comply with C.P.S.C. 16 C.F.R. and UBC. access to the point of installation and similar field criteria. defacements. Leave the work area in "Broom -Clean" " condition. ENVIRONMENTAL ISSUES: 1. ALL MATERIALS, FIXTURES, EQUIPMENT, ETC., USED ON THiS PROJECT SHALL 8 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" O.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 900 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 MEMBER MAIN RUNNER MEMBERS SUSPENSION SYSTEM ib./ 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 CONT'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 OWCENTER 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. 13. 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 at 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 , LIGHTING NOTES illumination9. Electrical and Mechanical engineer to provilde locations, wiring and specifications of smoke detectors as required for this project. 10. General contractor to replace damaged ceiling files, light lenses, fluorescent light tubes etc. which had been damaged during the course of construction. 11. Exit and signs shallbe provided per and U.F.C. article #12 latest edition that has been adopted by the city which this project is located shall12. All lights be U.L. listed a • there shallbe one tfcandle illumination at floorof all paths of !vel. 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 , generator. signs! be block letters, s minimum of a strokeof i an 3/4 inch. luminance on • of .n shall be 50 lux. Deportment15. Fire finspectionrequired. Schedule allinspections in advoice. POWER AND SIGNAL electrical1. All ashall be designed to conform with as#• engineering practice and shall also conform to acceptable standards e• # - # in this building. 2. Scope of electrical work shall include all fixtures, switches, outlets, wiring, conduits, panels, transformers, and any and all other equipment #r the complete installationand operation of the total job required. 3. Scope of electrical engineering work shall include all design, engineering, drawings, and calculations required to obtain •' permitfor portion ofthe work.• t : be coordinated with and submitted to Anderson Associates for review prior to plan -submittal. 4. It shall be the electrical contractor's responsibility to obtain and pay for oil required plan check and permit fees. 5. Electrical contractor shall make himself fully familiar with all • equipment providing - # this project and shall also make familiar with all systems supportiveof such electrical s: Electrical contractor shall provide all necessarysupports, electricalfasteners, blocking and backing as required to install the 7. • ♦ ! • shall:!# or :! • any damaged construction adjacent # electrical work.caused by a 8. At the completion of the installation ! • prior to occupancy, all equipment shall be tested for proper operation and adjustments made as required. . 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 aaa• engineering pa : and shall also conform to acceptable i a •. #established in thisbuilding. 2. Scope of • al work shall include all duct work, registers, grilles, fans, thermostats, pipes, valves, drains, and any and all other equipment a for the complete • a a and operation • : total • • required. 3. Scope of - • •l engineering work shalla- all desis drawings and calculations required to obtain a permit for portion ofthe work.rshall 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 -built" 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) 1. 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, AU. IDEAS. DESIGNS, AND ARRA IMENTS MUTED ON THESE DRAWINGS ARE THE PROPERTY OF AND ARE DtTE M TO SE UM iN CONNECTION WITH THIS VWnC PROAECT ONLY AND SHAD. NDT OTHERWISE BE USED roR ANY PURPOSE WHATSDEYER WITHOUT THE WRIER CONSENT DT ANOMON-ASSOM995. TRW SWL DE NO CHANGES OR DE0710NS TROY THESE DRAWINGS OR THE ACCOMPANYING SPECMMM WTINDUT THE WRITTEN CONSENT . oT astagals or baffles.�,Q A� b. A minimum one -inch lap at jambs is required. 3680 C. Doors requiring vertical tracks or quids, must use 5-1 f 2 a continuous mounting angle, sealed gasketed or %` 31/20O7 RENEWAL weather stripped to limit air leakage.�� CAl-e� d. Doors mounted between the jambs must have a continuous seal or baffle at each jamb. - rtty DATE �sS svEtr FOR 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, Me General Contractor, (c) Design Architect, (d) Design Engineer, an approved independent inspector or inspection agency. DATA 08/10/08 DWC W." N.T.S. DRAWN gr PH PUST SP,"IUi: 1'=I' JW NM RANDOM -MUSE CADD UM RANDO", 1.2 GENERAL O. UM NUMM A-1.2 I 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 ite speaified, 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, pe, 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 railing. Ball bearoiD_q_hinges are to be usail. All fire rated doors shall have I.C.B.0 approved Intumescent Seals /close irs. Installation per test report. Under -cut 5/4" 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 defacements removed with through sanding and cleaning before finish/sealer coots are applied. All tides 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. I frames are provided where specified. 3.2.6 Install per manufactures specifications, elostomeric 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 pointing and cleaning operations. 4.4 Fire -door hinges are steel with ball bearings or on otherwise approved for a labeled assembly. 4.5 Mortise -type hinges are morilsed flush. 4.6 Mortise hinges on door leaf to 1/4" 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 canterine 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 I " 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 g€ass are as required and glass is labeled or otherwise identified 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, point, and other defacements. 5.5 Interior glass is installed using soundproofing methods required and is otherwise vibration free. 5.6 Mirrors are installed as required - built-in anchorage method, concealed, non-t6triperable fastening, centered on fixtures, or otherwise located, frames or rosettes, etc. 5.7 Provide tempered glass where required by code, including U.S. Consumer Products Safety Commission Regulation 16crR. 5.8 Install ?lazing 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. Clean and trim all excess glazing materials from the glass and stops or frames promptly after installation to provide straight uniform eight lines. Eliminate stains and discoloraflons. 5.10 All glazing shall be accessible with removable stops. 5A I 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 load. 5.13 Storefront and exterior windows, to match existing U.N.O. elostometic 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 glass U.N.O. 5.15 Install sealant inside and out as recommended for use by manufacturer to provide weather fight 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 fight to wall all countertops and base cabinet tops. 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 ore pointed, wood Is to be properly sealed, sanded, primed, and is to receive shop finish roof by the millwork contractor. 6.10 Where electrical work is specified in conjunction with cabinet work, comps 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 California, custom Grad , for loe offices, etc. Laboratory grade for lob cabinets. All millwork will display the W.I.C. "Certificate of Compliance" stickers, unless approved otherwise in writing by owner. *IVISION SEVEN - GYPSUM DRYWALt 7.1 Stud spacing is as required. Studs are doubled -up of iambs. Special reinforcement and heavy gauge studs are provided as required. 7.2 Studs are securely anchored to walls 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 plumbriess 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 gauge 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 furring is understood. Installation true or provides a plane surface, plumb level as required. DIVISION SEVEN - GYPSUM DRYWALL (CONTINUED) 7.9 Comer beads, expansion devices, casings,attier trim and ojer accessories Titon are provided and properlyd. I Joints: 30 o.c. max. stivisim".mila. LO oc. max. per MSG -Gypsum Consiruatlon Handbogic. JLw USC 7. "5 double gtuda at each location. 7.10 Agency inspection of wallboard is performed before closing -in" if required. 7.11 Type, thickness, length, and edges are as required. Verify 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 are 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 coots 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 i 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, gauge, and spacing are provided as required. Intermediate hangers are provided because of field conditions. 8.1.3 Han ers anchored to concrete support systems are ins'Y'alled as required. 8.1.4 Hangers 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 d Fire -rated systems are installed in accordance with U.L. requirements and with hold- down clips. 8.1.10 Access to equipment above coiling is provided as required. Identification of access Is provided by use of labels on "T" bars or colored pins, or as required. 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 1/8" In 10 feet variation from levels of slopes shown. All areas are A hard, and non-PoWOWure test is to be Performed. Owner is to Provide 8.2.3 8.2.4 8.2.5 8.2.6 8.2.7 I;. 9.2.10 8.2.11 Floor material is installed in proper sequence of schedule to minimize damage by other trades. Primer, adhesive, or cement is as required and shall be waterproof. Application shall be at proper rate and has proper tackiness. Underloyment and felt lining are provided as required. Use single lot for any one area. If more than one lot of file is used in one area, all material is pre - shuffled to achieve random distribution. Rolled material is unrolled at least 24 hours before installation if required. Pattern matching is observed in sheet material instillation. 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. Provisions for thresholds, breaks, and joining to adjacent, dissimilar materials are as specified and understood. 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 b Anders=- This 1 Associates. Perform moisture test per section 8.2.2 sheet. 1 8.3.2 Conditions and methods of thresholds and Me I joining of dissimilar materials are as specified and understood. 8.3.3 Seam and pattern layout diagram shall be submitted to Anderson-Assoctates, 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 shall be followed. 8.3.6 Carpet shall be thoroughly cleaned to acceptance by Owner. 8.4 PAINT/FINISH/WALLCOVERING 8.4.1 All Inferior exposed surfaces shot[ be finished with types of finish accordance with the finish in the drawings as specified herein. new poinfable finishes to be primed and painted. 8.4.2 Painfing/fintshing/wafleovering 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/finishin,g/wolicovering 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 pigmented sealer and two (2) coots specified point, allow sufficient drying time. 8.4.6 Hardware, trim, fixtures, and similar items are removed durmy * ii operations or otherwise , , �ajn Ing suitably prolec a . 8.4.7 Prior to wall covering installation, walls shall be sealed with on undiluted vinyl-ocrylic-based pigmented sealer. 8.4.8 All fabric wall coverings shall have required backing prior to installation. 8.4.9 Provide a continuous J-metol trim (finished per Anderson-Assoclotes specifications) at all outside comer conditions where a wall covering meets another wall finish and no stop or sulable termination line is shown or indicated. 8.4.10 Completed work shall match Anderson -Associates approved samples for color, texture, and coverage. Remove, refinish. rep aint nt or repair any finish work ai not in compliance h 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 1701 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 offers original specifications, the contractor shall supply Anderson-Assoclates with actual brushouts of all points. Flat 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 undercools, base coots and finish coat per manufacturers' recommendations. 8.4.15 Once approved for installation, all point 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 sealon 41 are to be a roved by somple submitted to Anderson -Associates. In foliation pgr Ite Council of America latest standards and Laticrete details and specifications. Perform moisture test per seion8.7-2 this sheet. 8.5.2 Loth Is zinc -coated, tiled with zinc -roofed wires, and properly located, topped, and fled. 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 be to code and followed strictly. 8.5.7 All file work shall be cleaned and protected after complete Installation for Owner acceptance. 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 WIC 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 60 FOR ALL TYPICAL BARS. ASTM A706 GRADE 60 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. IffloTtim, BUILT-UP ROOFING SHALL BE CLASS A OR 8, 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 M111-14,11 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. W101IFTILM 31023814 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. Rolm, ffid= 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. MV113M 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. TUBE COLUMN: SHALL CONFORM WITH 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 Special inspection is required for installation of all epoxy anchors. AIL IDEAS, DESKINS, AND ARRANW01DITS WICATED ON THESE OPAWRM ARE THE PROPERTY OFANMMN-ASK04M AND ARE WOW TO K USED IN CONNECTION WITH THIS SPECIFIC PROJECT ONLY AND SMALL MDT OTHERWISE K USED MR MY PURPOSE WHATSOEVER WMW THE WINITER CIMSENT OF AMINKINI-ASOMM. THERESHUL BE NO CHANCES OR MUTM FROM THESE MININDS OR THE ACCMAHM SPWFVATM WNW THE WWTEN CONSENT Or ANDERSON-A21009115. e n c,y,v A J. :,A -1368 5/31 07 RENEWAL rT17,11-1 � 97,•_=! DATE 0811101AX DVVG SCAM N.T.S. DRAWN W. FN pwqmw 11=11 PS NIX RANDOM -HOUSE CADD 7= PANDOWILA-1.3 EXECUTION NOTES E-\Rondonn House 2005\Construction Drowings\RANDOM HOUSE A-2 SITE PLANdwg, 08/23/05 11:19:23 AM. Peter, F(F) EXTERIOR Yl LLJ SEE OF -TAIL clo -CENTER LINE OF PARKIN695TALL LLJ 05 c In RESERVED 0 > co 0 FOR SHALL BE REFLECTORIZED PORCELAIN ON in C-4 U-) PERSONS WITH Typ < VAN, RKING NATIONAL SYME30L OF ACCESSIBILITY. BUMPER OVERHAIll Ztn Z 7 PAINT TO 13E 13EAOEO TEXTURE. MIN. ��--4` AIDE PRINCIPAL STROKE SPACES-1 516N5, MAY AL50 BE CENTERED ON THE INALL AT THE INTERIOR Vt FROM THE PARKIN& SPACE WOL CL. LL. 5 -oil 'PAINT - COLOR TO BE DETERMINED 51011 1 TYP. PAVEMENT SYME30L ME WENDED TO BE USED IN COMMON WFM WIS Mq= ON DIMTONS FROM NIX DRA"IM OR WE CONC. FOOl TO BE PAINTED HERE. 12- NOTE: Alt I 4 MODIFY AS REO. TO COMPLY Y41TH THESE REIi GINIVRAI. 01SASI.90 PARKING SPACE NOTIES: IF SUCH MODIFICATIONS ARE REG'i NOTIFY THE ARCHITECT BEFORE PROCEEDING YV THE VORK. 1. 015A5LE-5 PARKINI65 SPACE MUST PERMIT USE OF EITHER CAP, OOOl 2- A PARKIN& BUMPER 15 REQUIRED AHEN NO CURB OR BARRIER 15 PROVIDED AHICH Y41LL PREVENT ENCROACHMENT OF CAR6 OVER THE Lill ADJOINING7 ACCESSIBLE ROUTE. 0 SEE DETAIL 1, N 3. AHEELCHAIR USERS MUST NOT BE FORCED TO C50 BEHIND PARKED :D Uj 0111, SCALE CARS OTHER THAN THEIR OAN TO ACCESS AN AOJOININ(5 ACCESSIBLE 4. THE MAXIMUM SURFACE SLOPE Y41THIN THE DISABLED PARKIN& SPACE 0 < AND ADJACENT ACCESS AISLE MAY NOT EXCEED 2% IN ANY DIRECTION. z Cie 11" MIN 5. CURB RAMP5 MAY NOT ENCROACH INTO THE REouiRw PimeNvoNs, Cie OF DISABLED PARKIN&SPACE5 OR ADJACENT ACCESS A15LE. ACCESSIBLE PATH OF TRAVEL TO THE FACILITY. UNAUTHORIZED VEHICLES < PARKED IN DESIGNATED U ACCESSIBLE SPACES I LETTERINIS, ON 516N MUST SEE SITE PLAN, LLJ NOT DISPLAYING BE A MINIMUM OF Ill IN HE16HT SHEET A-2 < DISTINGUISHING PLACARDS SCALE z OR LICENSE PLATES c) ISSUED FOR PERSONS WITH DISABILITIES < MAY BE TOWED AWAY AT CN4 OWNER'S EXPENSE. TOWED VEHICLES MAY BE APPROPRIATE INFORMATION z RECLAIMED MUST BE INCLUDED ON 516N _< BY TELEPHONING SANTA ANA POLICE DEPARTMENT NOTE. 2. COLOR 15 Ill INSTALL ON POLE AND FOOTINC7 AS SHOYllIN ON F16URE ON BLUE DETAIL 4, THIS SHEET. BACKroROUND. (COLOR NO. 150010 IN FEDERAL STANDARD SEE SITE PLAN SHEET A-2 SCALE 0 -1368 SITE ENTRANCE SIGN 5/31/2007 RENEWAL SEE DETAIL I T1419 SHEET SCALE DATE 6SUM fOR DIE AT STRIKESIVE OF5IN&LE POOR, DOOR PULL INHITE SYMBOL ON BLUE BACK6ROUN0 ADA SITE DETAILS SEE DETAIL E SHEET A-4.2 TH15 SHEET SCALE 50ALE A-21 E:\Randonn House 2D05\Construction Orowinga\RANDOM HOUSE 4-2,1 SITE DETA|LS.dwg, 08/23/05 11:02:17 AkH, Peter, HP DesignJet 750C Plus (E / AO), 1.95 E:\Rondorn House 2005\Conotruction Drowinge\RAND0M HOUSE A—J OVERALL BU|L0NG.d*g, 08/23/05 11:26:37 AM, Peter` HP DeoignJet 750C Plus /E / AO), 1:1 nA---- - - 0 d I 1 ptrmirry ArclawAi6l filmli'Pt ri�iq fiA'Pt��'PtRtI6a _ 1d�--- Idlur� 1d�k61�k6� 1 _ ___- _ _�.._.___. ---fi-- ii - _ L---- r { � { i I i 4 ft J-----!___ _ { I I t f 1 !I I_ -I 1 1 8I 1°F99�1�� TI r_..--}_--- -----l---i f _ If I—Irl"I'll�� #_____ifi'PFI�FPt�i°Ifi _�!f$i9't�t i� ;�¢{rd�+ F _ _li i{ba#cld��# f>�(d6Is 10, _ �Ikidil�l FIN iaIrIdTkl .f.f-I----- t----_d.-----J----- r----.t.._....._-1----- L---__-i_____-f---If { fi9 °I` PI'I I l f 1 1 t i 1 I! { I ! t i f li f f - I tit t�tt9� 'fA I I I i 1 fff �6� 1161 dr6'1 �Ide6IrIGI�1 _ rE� ,ki>6�$ i f ! ___ ____ — i — { LmT_MIFH t---1�y---- ti i i i 1 t r i i i ft IEIkl61f ____ �1�d:1d3c1>d� 1di661cidt-----IEt�laildll IFI #Kf- i i t l f I 1 _ t 4 f I i� _ y- 4 �_.._-_1____ �_._.__._.� __ i f 1 �'ElAI'fT�„'1} ____T____1_____f i f t __T______ 4 � �..... •,.�...�.-��.� i�i�t��j--....._ �i'_t___.�i� N&i�i�siliIbidclaliku tiulula migial t I. ---L t 1 { I ! III I I t { I I 1 t 1TYP �¢1 �iF IlilF i' II fiImIIImvLtM amTm'rL __ _ _ _ ____ ----I-- t t� �j 11 i �i Y:i rail _ ! I lL i t1Fulgla 'P fi �I"f: * _ _-- _ �n t �1'P>YIT____ P! (� _�l9_ _ �PAI�i�__ r__ ___�_�:_.� t 1 1�I16Ida66al 11dl�iddi#a# i,i>�6{dakit _Ilddek�Idalcll 1 .__ _.. �.. TmTtq - IWJwWi6a f t- - -f __ I 1 1--___1____ t 1 f 1 - I 1>1i f 1- -- i----- I-----1 I �_____F ---- T---- �__ d 1 fl ---r---- __�l�°�44'l�fi�--- �9'F �_ i�1'Is�� ;fl'T#9'F�t____-f_---I.� ...... i 1-----1 i-- s I-- I 1-----1 11 L�d�61z11JFA� �Eil6�j ;l�:I=61,66i� y_Ndckls6idj 1 !# I I 9 #I f t i f s ---it __ ir— y`Tr --- Tt__ IL._ LI.--- lit.—.i11 tL------- meµ_ 1 %00R-4-0-0, 5 t R 5 NG INAALL F5R'i o 0' (TYP). - REMOVE (E) DOOR d FRAME. - (E) COUNTM : SINK TO BE REMOVED OR RELOCATED - GUT NEW INALL OPENING, FOR NEW DOOR.. REMOVE (E) FURRING - REMOVE (E) STOREFRONT -- EXISTING INALL5 TO REMAIN =-------= EXISTING NON -BEARING INAALL TO BE REMOVED (VERIFY TO BE NON -BEARING, TYP) 1a -- si EXISTING DOOR d FRAME TO BE REMOVE12 OR RELOCATED I I 1 1 EXISTING CEILING TILES, GRID, LIGHTS, REGISTERS, E5CUGHEONS, SYSTEM -------- TO BE REMOVED OR Wh SED. I I it i EXISTING 2' x *SURFACE MOUNTED FLUORESCENT L.1614T FIXTURE TO BE RELOCATED. EXISTING LIGHTED EXIT SIGN TO BE REMOVED OR RELOCATED. IIITMT-1 EXISTING 2' x 4' 5URFACE MOUNTED FLUORESCENT LIGHT FIXTURE Id --- TO BE REMOVED. IAA EXISTING DUPLEX TO BE REMOVED -4 EXISTING DATA OUTLET TO BE REMOVED EXISTING 20 A5C TO BE REMOVED in EXISTING J BOX TO BE REMOVED 0 EXISTING J BOX TO BE REMOVED ililim ILA 1. PERFORM ALL REWIRED DEMOLITION AS INDICATED ON THE DRAWINGS AND AS SPECIFIED BELOW. DETERMINE BEARING WALLS AND 5HORE-UP, PRIOR TO REMOVAL. 2. THE WORK OF THIS SECTION INCLUDES THE DEMOLITION AND REMOVAL FROM THE JOB SITE OF PORTIONS OF BUILDINGS SUCH AS DOORS, WINDOWS, STEPS 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 FOOTINGS, (EXCEPT INHERE INDICATED OTHERINISE) 3. THE CONTRACTOR, 15 CAUTIONED TO OBSERVE THE REOUIREMENT5 OF 01VI51ON I OF THESE DOCUMENTS, REGARDING INTERRUPTION OF UTILITY SERVICES. 4. BEFORE PROCEEDING W1TH THE DEMOLITION, DISCONNECT OR ARRANGE AND PAY FOR THE 171SC-ONNECTION OF UTILITY SERVICES SUCH AS RATER, GAS, STEAM, ELECTRICITY, AND TELEPHONE TO AREAS TO BE DEMOLISHED. ALL DISCONNECTION SHALL BE DONE IN ACCORDANCE W1TH THE REGULATIONS OF THE UTILITY CONCERNED. SEAL OFF STORM AND SANITARY STAINERS LEADING FROM AREAS TO BE DEMOLISHED, EXCEPT INHERE THEY ARE. TO BE USED. CAP ALL UTILITIES BELOW GRAVE. 5. MAINTAIN IN OPERATING CONDITION ACTIVE UTILiTiE5 TRAVERSING THE PROJECT SITE. 6. PROTECT THE PROPERTY, INCLUDING BUT NOT LIMITED TO, MAINS, MANHOLES, CATCH BASINS, VALVE BOXES POLES, GUYS, TREES, SHRUBS, LANDSCAPING, 5PRINKLER, ADJACENT BUILDIN 6, AND OTHER APPURTENANCES. REPAIR DAMAGE TO ANY SUCH UTILITY DUE TO NOW UNDER THI5 CONTRACT TO THIS SAT15FACTION OF THE OIiNER. 'I. PROVIDE ADEWATE PROTECTION TO EXISTING FACILITIES, AND AREAS NOT REQUIRED TO BE ALTERED PER DIVISION I OF THESE DOCUMENTS. EXECUTE THE WORK IN SUCH A MANNER 50 A5 TO AVOID INTERFERENCE WITH THE USE OF, OR PASSAGE TO AND ADJOINING BUILDINGS AND FACILITIES. 6. BEFORE PROCEEDING INITH THE DEMOLITION INORK, THE CONTRACTOR SHALL SECURE APPROVAL FROM THE OANER. q. DEMOLISH CONCRETE CURBS, PLANTERS, 519EWALKS AND ASPHALT CONCRETE AND CONCRETE PAVING AS REQUIRED. SAW CUTS ARE REQUIRED AT THE BOUNDARIES OF ALL WORK TO BE REMOVED. 10. EXPLOSIVES AND BLASTING WILL NOT BE PERMITTED ON THE PROJECT SiTE. I1. BURNING OF MATERIALS AND DEBRIS W1LL NOT BE PERMITTED ON THE PROJECT SITE. 12. DEMOLISH PARTS OF 1 t1E STRUCTURE TO BE REMOVED IN SMALL SECTIONS 50 THAT NO DAMAGE 15 DONE TO THE REMAINING PARTS. IS. PROVIDE SUBSTANTIAL BARRICADES AROUND AND AT ALL AREAS AND OPENINGS AS SOON AS SUCH AREAS AND OPENINGS ARE UNCOVERED OR OPENED. THESE BARRICADES SHALL BE ADEQUATE TO BLOCK AGCE55 AND TO AFFORD DIRECTION TO THE PUBLIC AND Y40RKMEK MATERIALS SALVAGED FROM THE WORK, MAY BE USED FOR HIS PURPOSE. 14. ITEMS NOT DESIGNATED FOR RETENTION BY THE ®INNER BECOME THE PROPERTY OF THE CONTRACTOR, WHO SMALL REMOVE END FROM SITE 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 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 OILIER. REMOVE ANY OWNER CLAIMED ITEMS FROM SITE AND STORE WITHOUT COST OF OINNER. 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 51TE. 1-1. DURING THE DEMOLITION WOW, THIS CONTRACTOR SHALL REMOVE ALL DEMOLISHED PARTS, TRASH AND DIRT IN A MANNER INHICH WiLL LIMIT THE SPREAD OF DIRT AND DUST TO OTHER AREAS OF THE STRUCTURE DIRT, TRASH AND DUST SPREAD TO THERE AREAS SHALL BE GLEANED AND REMOVED FROM THE SITE BY THIS CONTRACTOR AT NO ADDITIONAL COST TO THE GINNER. 18.'UPOON 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. r LLJ LU UJ .. ..► j(���(III1111[ • IE (( f(( < 1���l��{IIIII1111I► 1 ALL KAS. DESIGNS, AND AiOtANOt: MM MUTED ON THM ORAWDH;S ARE THE PROPERTY OFANDWADWASOCM AND ARE INfI]/0ED TO BE USED IN CONNECTION WON THIS SPECIFIC PIfWECT ONLY AND SHALL NOT OTHERM BE USED FOR ANY PIRIPOW WNATSOEM Wti W THE WRIM CONWIT OF ANDMOWMOCM. THERE Stw. K NO CHANGES OR DEVIATRtNS FROM THESE ORAVIOM OR THE AC3 ANYAtO SFECMI ONS MTDIOUf 1NE WfR£TEtI CONSENT Of . LI.J Now 11 o LL; v O Q Z Cie �O VLL. V �- N o w � Q Q Z oQ Z N H Q 1� N F-� Z W J V S,D A1,� J. l�J%tn --1368�� � 5/31 /2007 F CA DATB 08/10/05 90LE: t%r=l*-r DRAWN BYi PN JW to RAR DON.JIM 0 43101I E f14NO0Y,JiEY M SNwr TTTLIE E:\Random House 2005\Construction Drawings\RANDOM HOUSE KEYPLAN.dwg, 08/23/05 09:28:54 AM, Peter, HP DesignJet 750C Plus (E / AO), 1:1 [0� LU LL LEGEND (NOTE ALL Cx,r. 817. um aIL as 6/8, TYPE "X`) 2. FULL HEIGHT MLL TO ROOF ABOVEf BOARD ON OF -TAIL I 1� mzqpri Ir#' JI►r# I' INS' 00021, r1s A. FOR ALL WALLS EXCEDING Biz' IN LENGTH REFER TO DETAILS 1, 2, 1 3, SHEET A-61 5. FOR NEW WALLS RECEIVING DOORS, REFER TO DETAIL 5, SHEET A-6.1. C. NEr4 104ALL5 ENDING @ EXISTING WALLS OR STRUCTURES, SHALL HAVE SLIP JONT PER DETAIL 3, SHEET A4.1 D. ALL BIDDII ! . NTRAGTORS SHALL VISIT 51TE AND REVIEW EXTENSIVELY THE AREAS OF REMODEL TO BECOME LY AWARE AND AQUATINTED TO UNDERSTAND ALL WORK REQUIRED, AND TO CALL ARCHITECT FOR NEEDED CLARIFICATION BY ADDENDUM. E. ABTA INFORG ES15 TANT AST GYPSUM BOARD (GREEN BOARD) ON WALLS BEHIND TILE AND fF 0% 0" T E KEA V-O" x T-O" 65YR 50. (K/ METAL CORNER BEA05) CASED OPENING A. "CARPET SHALL BE SECURELY ATTACHED; HAVE A FIRM CUSHION, PAD OR BACKING OR NO CUSUNCUT PILERPA12- AND T SAE THEHAVE IMUMEPIL LOOP, TEXTURED SHAD E 1 LOOP; NCH L EXPOSED EDGOR ES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH THE REQUIREMENTS FOR CHANGES IN LEVEL. G.B.G. SECTION 112453 B. LIGHT AND VENTILATION REQUIREMENTS ON THE PLANS IN ACCORDANCE W1TH THE G.B.C. REQUIREMENTS FOR EACH TYPE OF USE. FOR RESTRICTIONS ON THE USE OF CORRIDORS TO CONVEY AIR, SEE CHAPTER 6 OF THE MECHANICAL CODE. C. "ALL ENCLOSED PORTIONS OF BUILDING CUSTOMARILY OCCUPIED BY HUMAN BEINGS SHALL BE PROVIDED WITH A MECHANICALLY OPERATED VENTILATION SYSTEM. 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 IRE615TER EXCEEDS 10 FEET PER SECOND, THE REGISTER SHALL BE PLACES MORE THAN 8 FEET ABOVE THE FLOOR DIRECTLY BENEATH. G.B.G. SECTION 12O2.2.1." D. "TOILET ROOMS SHALL BE PROVIDED WITH A MECHANICALLY OPERATED EXHAUST SYSTEM CAPABLE OF PROVIDING A COMPLETE CHANGE OF AIR EVERY 15 MINUTES. SUCH MECHANICALLY OPERATED EXHAUST SYSTEMS SHALL BE CONNECTED DIRECTLY TO THE OUTSIDE FROM THE POINT OF 015CHARGE SHALL BE AT LEAST 3 FEET FROM ANY OPENING AHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING. C.B.C. SECTION 1202.2.1." E. "IN ALL BUILDINGS CLA551FIED AS GROUPS B F, M AND 5 OR PORTIONS THEREOF WHERE CLASS 1, 11 OR 11 A LIGtUIM ARE USED, A MECHANICALLY' OPERATED EXHAUST VENTILATION SHALL BE PROVIDED SUFFICIENT TO PRODUCE SIX AIR CHANGES PER HOUR. SUCH EXHAUST VENTILATION SHALL BE TAKEN FROM A POINT AT OR NEAR THE FLOOR LEVEL. C.B.G. SECTION 1202.2.2." 0< Uj MU 7- t,, Ln i 0 COZLJJ ' itn i < P U,;i II11�((lc( • Lij K.. UJ• .. ci.. U. ALL IDEAS, VMS. AND ARRANGENENIS N UIED ON 7HESE DRAWNGS ARE THE PROPERff AND ARE NTENOED TO RE USED N CONNECTION WN THIS SPEOM PROJECT OILY AND SHALL NOT OTHERYM DE USED FOR ANY Pff= WIUiSOEM WITHOUT TIC WRlM CONSENT OF ANCBMWASOCATS. 7NERE SHALL RE NO Ci AM OR DMAIM FROM 7NESE DRAVAM OR 7HE ACCOi WWO SPEtMMS WNtIOOT 7HE WN1dt CONSENT OF . �D ARC' c`K J . * --13680 5/31 %2007 RENEWAL DALE ISSUED K* CAAU 00/10/05 EROM ". pN JOB NCk RANDOM-NOM m SCALE CAW '4= RANDON_REYPIAN I E:\Random House 2005\Construction Drawings\RANDOM HOUSE KEYPLAN,dwg, 08/23/05 09:29:15 AM, Peter, HP DeslgnJet 750C Plus (E / AO), 1:1 E:\Random House 2005\Construction Drawings\RANDOM HOUSE KIEYPLAN.dwg, 08/23/05 1 1:28:10 AM, Pete HP DesignJet 750C Plus (E / AO), 1: E\Rondonn House 2005\Conatruotion Drowingy\RANDOW HOUSE KEYPLAN.dwg` 08/23/05 08:31:28 AN, Peter, HP DosignJet 750C Plus /E / AO), 1:1 (x) 1,71 AT, MIN 561, MIN 64 Z Lu 24" MIN :0 MIN Ljj TOILET PAPER z Ln HOLDER LAJ NOUT Ln uj 0 00 > co o Zt Fa 1 E �l 1 n z ;21 (3) #12 STEEIL. 56" MAX! FINISH FLOOR TO SCREWS EACH TOP OF TOILET SEAT CONNECTION. -'_WALL FRONT VIFA 11/4"to 11/20 CO45" MIN uj uJ r- NOMINAL DIAMETER z RETURN ENDS TO WALL (Iyp) V-O< 0 -00 5 ft >< CL� < TIUKINAKOUll�' < 11MEN Ylo 16 &A. METAL r .e hP, \ r�_ •1 1 109 1 BACKING PLATE MINI PLOOR MOUNTED nL-J OR 16 &A. BACKING ALL EWA AND ARROX89M MIMED CM THESE DPAWM OFTPROPERrY OFAMOM-AUMM MO WATER CLOSETS —77 71 1 It r�JBRAILLF_ ILLE ME INTEMKO TO BE USED IN CONNECTION WN THIS SPECIM MEOT ONLY AND SMI NOT 01HEWME BE USED FOR ANY PAPOSE WmTsom Vmw TRE wwm It It EN WATER SET -ASOGWO. MEK MM BE ND It CLEAR SPACE It X 52" MINIMUM Y*k _R CATS COMO OF AWOMM WALL CHAUDES OR DEMMS FROM INESE DUMM OR INE C An IN STALLS LNORTH; =0wmw smwwm "MR IRE wmim =r" OFANDWM-A%=�. X = 54- MINIMUM WHEN WATER CLOSETS ARE NOT IN STALLS (SUCH AS IN SINGLE ._,_,,.-........1 — — — A ACCOMOVATION WoIfS OR MENI FLOOR WALL TOILETING SITUATIONS) NEW ACCESSIB 4, LE FLOOR MOUNTED, JAIATER. CA= ;NITH FLUS14 VALVE @ + URINAL URINAL (SEE DETAIL', TH15 SHEET) SIDE ELEVATIONS 'PLAN VIEY4 NEW STAINLESS STEEL &RA13 BARS @ 55' A.F.F. CONN. yv(5) #12 BEE DETAIL 1, SEE DETAIL 1, TEK 56REN5 @ EACH IfW. 156M-16K 13-6506 (SEE DETAIL 6, THIS SHEET) KEYNOTE 2 KEYNOTES 1 4 5 SALE 5CALE f A^k GRAB BARS _Fj�j NEN TOILETSEAT COVER DISPENSER C Wc, AND URINA� BOBRICK E��221 (5BE DETAIL 5, THR57 SHEET) CN NEW Y4ALL MOUNTED TAMPON :D w all 505RICK B-210 (SEE DETAIL 5, TH5 SHE toN > pf 1 ,51 NEW SANITARY FACILITIES, PERMANENT 51&N5 TO BE @ +60" A.F.F. 5IGsN5 To & 0 < < A C,17WORM INIT14 C51, ISECTION, 111-5 55 AND 111155 INCLUPIN6; AL50 DOOR TO BE PUSH PULL PER DETAIL 4, TH15 SHEET A. 1/'32" RAISED/ 5AN5-5ERIF UFFERCA5E CHARACTERS V41TH r.,ORRE5FOf4pIN& ae MEN WOMEN j UNISEX RESTROOMS RESMM ON GRAVE 2 BRAILLE. Cie YIW FLOM 0 S. 5AW RAISED SYMBOLS < U. OGRAI ipllION11 PILAC'mw DIRECTLY DELOt DOOR CL05URE5, IF PRESENT, MUST 0. fo," IMIN, H16H PICT, 11 100"1'14 EQUIIVALENT'� TERBAL OZ I E3ESET 50 THAT IT TAKES DOOR AT MLL-516NA(5E (lYf� N'll LEAST 5 SECONDS TO OL05E FROM 9. LOCATEP TO ALLOIAI APPROACH INITHIN 3"OF5I&NA6?E INITHOUT ENCOUNTERINS PROTRUOING5 AN OPEN POSITION OF 10 DEGREES OBJECT5 OR 5TANDIN& Y41THIN A DOOR 5AIN6. :z TO WITHIN 5" OF THE LATCH iTi NEW DISABLED ACCEC55113LE SINK. (SEE DETAIL 2, THIS SHEET) Lu RUWER 13UMPER ON CHAIR 130TTOM RAIL NEY4 W x 42" MISSQR, BOTTOM OF MIRROR a 40" A.F.F. MAX. SEE DETAIL 2, THIS SHEET L SOAP OIpf!EN5qR @ 400 A.F.F. B013RICK 9-2112 o DOOR MOUNTED 516NAGE (BEE PET IL 5, Tl H5 SHEET) < NX Z- rICTOGRAMS AMOK LE -fl'MING ATM NOT a MOUNTM �qi NEV4 DOUBLE ROLL TOILET PAPER 1715PENSER FMWIRED ON DOUR-505RICK 5-2eft. 5M DETAIL 57, TH15 Wet) "EY 4 RICK DOOR WED fgSf E 17CEPTACLE PANIC BARS -MOU T U-5-THIS SRr: - (5 -RECESSED) F"/PULLS AALL MOUNTED SI6NA6Z TO BE LOCATED ON LATC14 ;�Toy LEVERS ICr 'Sq_4_T_L_Tp5 A ET) EMI dA,13 51DE OF DOOR, CLEAR OF DOOR-SKN67. MOUNT AT bOo �,R N4 TO CENTERLINE OF SI&N I" FLOM cz RESTROOM FINISHES; PUSH LETTERING RAISED 1/32" I sUlAml—, MEN 4 PSOMEN- SHEET VINYL T14 6`5ELF cOvEQ BASE. .A� j -oH OVER YSIATER YiAINSWT: F.RP INALL TO 4'HIC RES15TANT CYP. 5D. gg"W. V w �IEI&HT OF LETTERING AALL�L ABOVE 4' 4 OEILIN(5: ENAMEL PAINT 5/b- MIN TO 2" MAX tr.lu FLOOR �,Zl MUUK UPPERCASE-/ CORRESPONDING2 CHARACTERS 6RADE Ill BRAILLE Cep PLATE (OUTSIDE) J. FULL, INSIDE SEE DOOR SCHEDULE, SEE OF -TAIL 1, SEE FLOOR PLAN, KEYN07-5 2, 5�, 4 4 5 KMOTE 5 5HMT A-4.2 A 13 6 IS ALE Sr -ALE SCALE DOOR H A RDLJ,4Rra 1 1 5/31/20()7 1/4"= 1,_Ofl RENEWAL Of f, f MIRROR__1 Ob/123/05 B.O. REV. ---------------- CLEAR 5FACE RECESSED COMBO TOWELS AWE TOYCLS 9 SOAP TAMPON 019P. CUPS c 5 00" MIN N' UNIT THRIJ PART. $ WASTE TOILET DISPENSER x F-1 �15" MIN I REO x Jr^ o -------------------- - ---- ---- -- 2_1 0 0 TAMPON En r w! DAM 08/10/05 SCAIE W MIN _61 M& DRAWN W. PW xe Na RAmmumm CAUD Me RAOD09-A-50 Ill, MIN..._....._ ------- - ----------SHEET Tme NOTE. . ENLAR_(GED RESTROOM ALL SINKS TO HAVE HOT WATER AND DRAIN PIPES UNDER LAVATORY PLAN & DETAILS IN5ULATE9 PER CD��. SECTION I I JOB 2.1-2-2. SEE DETAIL 1, SEE DETAIL 1, *w Numem KEYNOTES 4. 8, q 4 10 KEYNOTES 6 1 -1 A-5 BIB < AND MIRROR SCALE A FAI Lu *=ARCO AMESSOL 100'AlConstruction nrcwings\RAN00M HOW;F _-5,1Awg, 081/23/05 nq-, HP DesignJet 750C PIL �0:14 AM, Peter, s (E // AO), 1:11 TOP OF MALL BRACING Z im SEE STRUCTURAL PA65. A01111L 1� 9 IL IR R Uj CONT. TOP TRACK-7 CRIPPLE tA STUDS NOSNG STEEL. STUDS U z t' 913L. 5/6" (16MM) GAP0 Ln CO 0 EA. DOOR > c--4 a� Ln CEILING JAMB. P. 1/2" (15W) GAS' (THIS INSTALLATION SPECIFICATION SUPER-15EVE5 ALL OF -TAILS) < 9 T� zcn Z c BOXED OBL HEADER AT V) HEAP U.N.O. CUT FLANGES, 1. USE ALL USG AND SSMA RECOMMENDATIONS TO KEEP THESE WALLS FROM EXTEND WEB FOR 15/6" (41MM) TYPE 5 STEEL STUD BECOMING LOAD BEARING RESULTING FROM STRUCTURAL ROOFS, COLUMNS, SCREY45 24- (606MM) O.C,.-,-- FLOORS ETC. AND EXISTING WALLS DEFLECTING UNACCOUNTED LOADS ATTACHMENT TO DOUBLE Uj JAMB T- STUDS INN k TURE ABOVE, HOLD STUDS 5/6"SHORT AT TOP 2. AT TOP OF ALL AALLS TO STRUC AND MOV117E SLOTTED SLIP TRACK FOR FLOATING CONN. OF STUDS TO TOP < 0 >< Wall (15.6w) TYPE 1XITRACK TO ALLOW FOR MOVEMENT OF OVERkEAV STRUCTURE WITHOUT PUTTING Z = U. VINYL OR METAL GYPSUM 130ARO STRIPS ON PARTITION. < a. U. CONTROL JOINT FASTENED TO STUD U5& NO. 0413 5TU05 AT 24" O.C. 5. SLOTTED SLIP TRACK AT MEAD TO BE 2-1/2" DEEP AT PARTITIONS OCCURRING U.N.O. UNDER BEAMS AND PARALLEL TO BEAMS, BUT IN ANY CASE SUFFICIENTLY DEEP To ALLOYI 5/5* MOVEMENT. PREFERRED USE 15 A SLOTTED 51-IF TRACK. ML MWM ME THE PMEY OFANDIRM-ASOCINIS MID CONT. BOT TRACK NOTE- ARE WW= TO K USED IN C01481=011 WnH nus OM SWL 16 6A. MIN. I. INSTALL PER 1)5G. ARITTER, INSTRUCTIONS PER GYPSUM 4. INSTALLATION: VEPMEM OHLY M MDT OMMM BE USED FOR AW PUMM VMMM MOM M W= CONSTRUCTION HANDBOOK- ALfC7N RLINNER5 AC4URATELY AT FLOOR AND UNDERSIDE OF OVERHEAD MW OFAMOMiA55001915. TIM stints. toocumm ON Kupw nm TIM mvm OR w 2. INSTALL AT BOTH POOR TOP CORNERS AND EVERY SOFT CONSTRUCTION AS REQUIRED AND SECURELY ANCHOR V41TH APPROPRIATE ACCWAWW. SPECMUM V"W 7K VWM COMM OF MLL RUN, FASTENERS SPACED NO MORE THAN 24" O.C. P051TION51NG7LE PIECE CONTINUOUS LENGTH Sr.05 VERTICALLY To RUNNERS. ANCHOR STUDS LOCATED ADJACENT To DOOR. FRAME-5, PARTITIONS INTERSECTIONS AND CORNERS TO RUNNER FLANGES BY POSITIVE SCREW ENGAGEMENT THROUGH EACH STUD FLANGE AND RUNNER NOTES FLANGE. LOCATE 5TU05 NO THAN 2 INCHES FROM DOOR FRAME JAMM, ABUTTING PARTITIONS, PARTITION CORNERS AND OTHER CONSTRUCTION 1. NONDEARIN& INTERIOR WALL AT 5'-0" MAX DOOR P410TH AND 12' MAX WALL HT (SEE FLOOR PLAN, 5HT A-4.2, FOR WALL HT) A) AELPING5 OF STUDS 19 PROHIBITED, EXCEPT FOR 15 &A. STUDS OR BETTER. 2. INSTALL SLOTTED SLIP TRACK AT ALL WALL CONNECTIONS P-LAM OVER TO STRUCTURE AND/OR TO EXISTING WALLS. 5) INSTALL FURRING CHANNELS WHERE INDICATED OR REQUIRED. 4" P-LAM BACK SPLASH 5/411 PLYWOOD (8 @ 104ALLE ENOS) SEE DETAIL 6, SEE GENERAL NOTE A, c) PROVIDE CHANNELS AROUND OPENINGS FOR ATTACHMENT OF PAMPERS. THIS SHEET SHEET A-42 GRILLS AND DUCTWORK IN CONNECTION WITH METAL STUDS. SECURELYUj :'�" FASTER TO MOS. I SCALE STEEL. STUD FRA!"IING DOOR CONTROL. JOINT (1-HIR WALL) 5. HORIZONTAL BRACING67: (TH1515 RECOMMENDED BY CEMCO 0 12'OC. HORIZONALITY) < \< PLACE 1-1/2" 1& 6A. C44ANNELS LAID FLAT NOT OVER :D <<< 4 FOOT CENTERS THROUGvH OPENIN& IN 5TU05 AND V41RED AT BELOW STAINLESS PLACE CHANNELS ONE FOOT A13OVE E30TTOM AND ONE FOOT BELOIN TOP Uj 01) STEEL SINK AND SPACE ADDITIONAL CHANNELS NOT OVER 4 FEET ON CENTERS BETWEEN U TOP AND BOTTOM CHANNELS ATTACHED BY WIRE. 00 NOT SECURE TOP AND > BOTTOM CHANNELS. ---MTL. STUDS (PER SCHEDULE) 4 ONE LAYER 5/8" TYPE X &Y12. BOARD ON EACH SIDE z 6. INSTALL BOXED DOUBLE 5TU05 AT ALL POOR JAMBS AND HEAPS. FORM CORNER AND WALL INTERSECTIONS Y41TH MIN. OF THREE STUDS SCREMO TOC9ETHER- > Cie BACK TO BACK MOS ON EDGE T FASTEN DOUBLE STUDS TOGETHER BY A DOUBLE ROW OF SCREWS THROVSH THE ML 0.0 OVERLAPPING BOARD. 01 0 DOUBLED AT ALL JAMBS AND HtAM SEE DETAILS 4 4 5THIS SHEET < U. , DRYWALL TRIM---,\ --down V41RE PULLS (TYf*) 1 8. FASTEN STUDS TO CLIPS FOR DOOR ANP OTHER OPENING FRAMES BY SCREWS Z ORY1A4ALL SCREIN--\---ACOU51`10AL &A5KET OR ONLY. INSULATE HOT WATER < FLEXIBLE SEALANT AND DRAIN PIPES 41. UNLESS ENGINEERED OTHERWISE, BRACE STUD WALLS WHICH 00 NOT EXTEND TO U THE FLOOR OR ROOF STRUCTURE ABOVE, V41TH CHANNEL STUDS ATTACHED TO TOP UNDER SINK FUS14 TRACK AT 4 FEET ON CENTER AND SECURED To STRUCTURE ABOVE. INSTALL vi 16% BRACES AT -45* ANGLE. UJI P-LAM LGLASS OR MINERAL > < OVERLAY DOORS FIBER INSULATION BEYOND /-5NA? ON TRIM BOTH SIDES -�----STEEL RUNNER (TRACK) 10. PARTITION ABUTTING WALLS OR COLUMNS: WHERE PARTITIONS ABUT 104ALLS OR z HANDICAPPED I COLUMNS, END STUDS 514ALL NOT CONTACT ABUTTING SURFACES. HOLD STUDS ACCESSIBLE 5/6 INCH CLEAR OF SUCH SURFACES, WITH A SLOTTED SLIP TRACK. Lj < It. PROVIVE :2 STUDS, l/2-RrH APART AT ALL TOP OF DOOR CO RNERS, AT 50 SAL 10 0 < FEET ON CENTER AITI-I CUT TOP AND BOTTOM PLATES FOR OF U.S.G. PRE- FINISHED TIMELY K.O. STEEL FRAME 6yfwm BOARD Oq5 CONTROL JOINTS. (SAME AT GYP. 512. CEILINGS}. INSTALLATION SHALL tu 1/2" 1 1/20 44AL BE luo INSTALL PER MANUFAOTURERV INSTRUCTIONS PER U.S.G.WRITTEN INSTRUCTIONS. STEEL STUD z 7- 1 -ddpp- < 12. THESE SPECIFICATIONS SUPERSEDE DETAILS. WHETHER DETAILED OR NOT, NO NEW NON BEARING WALL SHALL CONNECT TO A STRUCTURE OR EXISTING WALL WITHOUT 5" PROVIDE REINFOIRC'%ENT AS REOUIREP A SLIP TRACK, OR 0714M APPROVED SLIP CONNECTION. 2511 AND 1��ALZER ANUFACTURER f;ZEC '0 TION 15. PER THE 2000 U56 GYPSUM CONSTRUCTION HAW1300K (F&.414,q5): NOTE. ByFOLO DOORS To ENCLOSE COUNTER/CABINET AREA. NOTE-. z BEVEL EV615 AT LATCH SIDEO ROUGH FLAMING FOR ALL FIRE RATED PARTITIONS (WHETHER DETAILED Lli 1. INSTALL PER U.S.G.U56WRITTEN INS PER GYPSUM CONSTRUCTION HANDBOOK, TO BE OR NOT) SHALL BE 20 &A. 5TU05 AND RUNNERS. VAMW USED AT ALL ENDS OF NEW WALLS TO COLUMN, EXISTING WALLS ETC. .j NEW INTERIOR DOOR 15) DOORS 2-8" TO 4'-0" Y41DE ( 2001-13. MAX) SHALL BE ROUGH FRAMED U USING 20 &A. STUDS AND RUNNERS, 0) HEAVIER OR LARGER DOORS SHALL BE SPECIFICALLY ENGINEERED A FOR THE SPECIFIC SITUATION. SEE 5EE 6ENERAL NOTE C,, A SEE DETAIL 'I, TIMELY PRE-FINSIH STEEL , FLOOR PLAN, J. NEIN OETAIL TH15 SHEET SHEET A-4.2 SHEET A-4.2 lJ SCALE WALE SCALE �.045 [NET SECTION a DOOR HEAD 4 JAMB SIMILIAR CONTROL. JOINT(eallowA") -136 5/31/2007 RENEWAL (4) #12 50f;MlOe EA, SIDE NOTE: AT 154 I8OPENIN455 WIDTHS, USE (3) #12 SCREWS A PER STUD, 12 PM JAMB MTL. STUD TRACK PER SCHEDULE Rk I )VA _ ISSUM FM A408a3 105 B.D. REV. A LA < 1 - - - - - --- '1--0OU8LE STUD WAVER /-112" (15MM) GAP ADJUSTABLE SHELF (TYP) (2) HEADERS ORA104ER PULLS (TYP) RPER CHART -5/0'. (16MM) GAP OL*H-IN <m POOR PULLS (TyP) -,7 (2) STUDS AT HEADER INSTALLATION PER CHART --- 1-AL- tu <1 ELEVATION VIEA SECTION VIEN (2) HEADERS PER CHART r4m OPEN UNDER #12 50REY45 24" L -011 O.C. STAGGERED \-STEEL STUD VINYL OR METAL-? CONTROL JOINT U59 NO. 013 VAKM 08/10/05 SCALE NOTE: DRAWN W. PH PROVIDE EVERY 30'-0" AND AT EACH CORNER OF DOORS TO TOP OF WALL xw ma RAMM-Am OWD 71M RAWW"-Lf PER U.5.49. ASSOCIATION RECOMMENDATIONS, IN U559 HANDBOOK. PLAN VIEN WALL UVVK 61 CABIRU DETAILS A SEE FLOOR PLAN SEE DETAILS 5 4 6, SEE GENERAL NOTE A, NEN PETAIL 5HEETA-4.2 (AT INTERIOR DOORS ONLY) THIS SHEET SHEET A-42 A-6 SCALE SCALE SCALE 1 4 CABINET ELXV-ATION ROVOI 101 7 OPENINC;; CONTROL JOINTwcw-w.ATrmmw4-i.L J E-,\Random House 2005\Construction Drawings\RANDOM HOUSE A-6.1,dwg, 08/23/05 09-1- HP DesignJet 750C Plus SPAN CHART FOR METAL HEADER SJ K, =*# 0:14 AM, Peter, (E / AO), 1:96 Z LAJ _ E ,ATTACH TOP TRACK TO STRUCTURE A13OVE Y41 SLOT AND _.....-�"`��.,. y . � NOTE t1i S:#�.5. Tt� CRt355 #'E#�2BER5 ATTiaCHE TC BEI`1t TA,. .,g ,i ---- -« TC%P TRACK TO STRUCTURE ABOVE EACH AL50 AT PERT DOICULAR TO 5U5PURL.IN5 2� 1. TO BE LGED 1�HEN IgALL RUN5 �s" Y / (2? #12 X 1-1/2" LONG 5CR.EYVS _._._. _ ATTACH 2 C+.C. TO EVER'' � � !.�? �� PARALLEL TO 51. B-FURLIN5 � 24 C.C. �TO NEYI 5LCCKINC - .= , _,.CONC SZE f E, SEE �a' 01-E ?t�f. E t 1,. ' NEW. Cie U Z Lo 2X BLC3CKINC AT 2" G C. Le) a r; DOOR, 5EE SCHEDULE 00 > z r, t At 1 CN N # RU5 R REk UCER � EXISTING Poor- SUB-PURLINS AT 24" C.C. ^ � SET lit FULL DEV MA51�1 ��,' 5t t i kEft " T K...._. Y41TH (2) i(od EACH ENO TO NEA 5L®CKIN� � ask ` SLOTTED SLIP � t I TRACK- �'' � � � Mk. I& GA. X 2-If.2" PEEP SLIP TRACK CONTINUOUSuj ;f SEE DETAIL} 4, THIS SHEET E1NI5 NV.SCR�YAT CENTER (TYP. ALL MALLS TO STRUC, AVE) OF SLOT "TAND-OFF �S , i BE�ONi? � _SUSPENVE9 CEILINC9 SYSTEM STUo o 16" = LIME IN •� ` SEE CL6 PLAN FOR CLC5 HT5 �---------- c�at� @ CARPET CAR VCT. 150ME `Rf C: V I A — k i Ci HOLD C��`P. W. CLEAT : ONE 1. AY 5l5" T`f PE 'X' �Yi� �� � �__.514" AN9LE TYP. nu mm, AND mnim aNTAM SAME A5 TOP 4F STUi7 ..« __., 5Rt.> FULL #4T. ON EACH SIPS �! d�AK NGS ARE THE PI2OI'ERTY DF#�S AND ARE INTENDED TO BE USED IN CONNECIRRN WITH THIS Ilk.:, 'p SPEMIC PRO.lECT ONLY AND SHAD NOT ORIERWISE BE USED SLOTTED SLIP a CANT € WNA-A00R MINIM T THE SwJa BE NO TRACK— t„ 1 M1 CHANGES OR DEYIAiIORS FM THESE DRA1Yr;H,S OR THE N i r "" ^ ACCOMPANYING SPECIiJC11ITONS WITHDUT THE WRITTEN CDNSENT t �« `� I _ 5C# Y� - AL x It3t i SCEfE UL E ti ERE CAL 11`I�LATON FULL 1-IIm1 LA `� THERE CALLED FOR ON FLOOR ONLY °€ EACH 519r:_, -�� A ST�L 57U DOORSe� d. I - -- d = *tom i c , 1 . -a , , i #I# �''ti r ��3, 1 .i �I 'r �+s,...,- i �r7C' � �-tA- a�iz4 i�.. � FOR F"i.'�'t. ..... t� el � ti I . 'dAStnEt"�. ,-"� i # r # f_" `"f#x r i " , "( , 1 t ( j g 4 r k N AT 2 ta.C. 'I i 1 F I t?�{Ilv.l E%9EaEiiE1�aT NOTE: FINISHED � � �� .,•��i� L� Ste; ��i��i� �� i�F f E a tCOR APPROVED VED E� �A� � 1 fst�. "F" IS THE -'MAX. HORIZONTAL SEISMIC FORCE ALLOYSIEI7 .rM JCx s; P, �a iz (M s , 57 IP) 3" i�: T� 1}-I 7H .f'"F �}P^ � ��" �1� � $'eS= •,t, ugp;. t�'+ox:�. , td f kF"#S- >`tiE#C�+`?-+ c c�E �? -y., EACH 5112E - � G� o -r# SUPPORTED EG2UIP. BUT NOT INCLU II�IC E REWIRED f� 5f �J. L:t�'AL �OAP .��#IC�1 I5 t;� Y AP�1 f p �'`E . O > 41�L,�. f + - _ # .r'�-.ed S E�i .-a 1 n. a,-+ rr�r..weytly FORCES. G # CONCRETE, 5EE SC.HEPULE DEAD Narss * IMF F.t t ,r:a m. r t SEE DETAIL I SEE HALL LEGEND 2, ^,:C�R. HE^, SHEET ` 1 (NON -FIRM AT50) SHEET A_�`.2 r BOOR SaTTO SEAL I -�-' Ja t SCALE t t # # : N ; # #NY t t SCALE a - ;---- THRESHOLD j 11 5ET IN FULL BED PLASTIC �� �r �� .� ,aYh• rs �S2 {€{€ PROVIDES _ MTL. STUD 5RACIN6 3-"5f5 "-2O GA. - , r NO STCI E 4V' O.C., ALTERNIATE ALTERNATEDIRECTIONS TO 5 ds A�Y ANCHOR TO ^RZABOVE�O� Y.RP SLuJlia !lI ACK t t �;�' SEE DETAIL 5, Ti I s SHEET FOR � CONNECTION AT ROOF. I , k ^� ` .. +••' ',..,r .., _. t ion, - SHEET . m � L. t ; ,.'. ..''� " C.D,X # 5_�i Spa 00 LIV V ; I g CONNECTION TYF. oof- 4, ffi �,., a �'�..�➢� aF�.-3�- ; d I t i i L � d c 1 a _ ....._ _ _,. ..., ... ._ ... _. ... , . _ .._ .,..., ._ .,,.. . _ 4qe F 1—E L 1 e v l . " u 'H { t � i O CR .a>z"'�'ur", _s. I i i ( (2) zYt_ ..3$i V E # ( F--i 5" X 20 %A_ END TRACK �. � � as 3 5/5" 2OGA. 5T[.J S TRACK r- i % F \ PF +,i '-1� { -�°.±;.«� G.A. j,^am�,, �` .,.'•- f $ , PIP, '�'+�t �'`.<�. E � F g,i ;qj mCN \ FROM YV'i&. BEL f � N � y@�3'FF .;� � s } r i i ?°: :� 7 t , i. t�t{�' 5, ,^5, i. ti r^i ii t t=: f rY^' s s e" 9';':.+•, SS.. 1 `•�:��� 'E"tiP.r' i��'o,-1 j .!� µ ts�n'zM �1 1 S �,: .' a i✓c�,.�:.- �'�V'� � ref �lJ�1i 4 ! i�� ��- E ��. U_L 1 d' .r.., v"„i•.1^.,.,.,tr_"� .. _'.'..''. '. y t .p,i1 ,r (t6 r^p." 11FXA 5P, 1. L7 ISd W 4✓ � � 4 33t 1F �� y �d 4 i~%F S P4 P � 6 d� V2 P'i � ..� E Ii 3 ✓ } { r,. - i I - G.,t-.-..,,, .. �' _ � .«.• _ ,. 'i t '""." t/'k'VF°- LAYER. b,.l�. �a�. T��In 4� t !� i`� � � c l � SEE F� 001-1- SCHEVUL j '� r � , , _ � � � ��I" i � � a� � ;d lM� t ci a�, a : € a e i _ r. SHEET A-i l ACE 1 ITS RAM5ET REPHEAi3 1500 SERIES -3 ..._e L_,. l y -r �t u t 1 •r t itA •i N } �.� et ••• h i'�ia't 1j1�.1'� d`r (6R, APPROVED EOVAL)J. �. SEE nET�Ax...I.L 2, SEE YiALL LEGEN7 3Y 13,m SCALE sr°,�# >r I x t 5 �# p 2-00 a RENEWAL '4 _ 1 x5€ I ISSUED 4 * 51-o l MAX.__ - " MIN. i �1' 'a1'23/=25: , REV. I i i I i I I II iLl i � k i � 1• d ( 9 I } I 1 - € I-- -- } .4 s g # iG 1 METAL ! SRACING 0RC- . ----------- .-... # 1 EACH COI, ERR F I t�J�.� p• }*� 2 ----------------- z TOE'' OF MLL c xxx j k 3 SST E,L 5TQQ BRACING NOTES: I ,Az °... .+,- 'HALL ,.'t z s 4 .+" +t J`f S ALL' f 0,00 £ f h f tL 'x`.!%.vl1� ` y i L 4tLd5U4 Z i�Ji'®ACIT`4Fw 3�fAL L � CCU- ON ;"tLL' f� P¢'iP"i}..,#.- FtXI#W [�.d...+1 IEdFRJ s li N 90" AALL INTERSECTIONS ,ARE MORE THAN 24 FT. APART p AWN BY PN I ;DIA6P`rFIA BRAC IN& SHALL BE O I'VE;w CYST 5 FT Oi1.c°., MAX. 2. DIAG-ONIAL BR.461146 MAYBE USED INSTEAD OF CORNER BRACING I i AT J, t-41�::a. 4fa,,/���FA 'i I. 04, FIr t$ w�l�. 1�" MAX. ih.-. 3 2 g 4. 20-CAA, Till`' TRACK � BALL � P AL.0 i 1 i SCALE I I 1 F 5 ff a I Arm f I-a.,1me ?005\, ,om; lrkjc#ion Clrmv. -:, -,\P ,NOOM HOUSF A-6., va_ OR /273 O'— 0,9:lt7_/L7 �<I,11. Deter AIN% ' HP Designiet 750C Plus '(E / AO), 1:96 fiiri i'ii i aii� .ii► I` R AA ALUMINUM TO MATCH MR MANUFACTURER RECOMMENDED EXISTING DOORS. NAT NATURAL AL ALUMINUM (AND 6LASS) (OLEARCOAT ALUMINUM FINISH) PF5 KNOCK QWN Rr�MTIMELY Es AS ALUMINUM STOREFRONT 5A5H PFA PRE -FINISH ALUM. EXTRUDED FRAME OR CARD READER/AUTO LOCK PH PANIC HARDWARE EL ELECTRIC LOCKS PM PAINTED METAL FC FLOOR CL05URE PSG PAINT SEMI-GL055 FF FACTORY FiN15H 5 SPANDREL GLASS FL12 FUSIBLE LINK FIRE DAMPER SC 50L 112 CORE FP FIELD PAINTED (BLACK) (MATCH EXISTING) STL STEEL FRA LABELED FIRE RATED A55EMBLY T TEMPERED GL GLASS WD WOOD PAINTED G5 GALVANIZED STEEL WM HM HOLLOW METAL STEEL WELDED FRAME WN NATURAL WOOD W/STAIN LA LOCAL ALARM WV WOOD VENEER MF MFR.'S FACTORY FIN15H OH OVERHEAD STEEL TRACK DOOR MHO MAGNETIC HOLD OPEN ►1/,aplROOM NAME (,- FIRST DOOR -0" OPEN OFFICE AREA 106 SC ED [11 P.F.S. t F.F. 6/A-6.1 - 6/A-6.1 7B/A-6.2 a 1 A a 1-2 V-0" 11-0" MEN 106 5C [1] ® P.F.S. F.F. 6/A-6.1 - 6/A-6.1 iA/A-6.2 - T2 A 1-3 3'-0" 7`a0" IO�I SC � 11 P.F.S. F.F. 6/At 6.1 - 6/A-b.1 WA- + 2 - F A 1-4 31a0" 'f'-O"5RZAKROOM 101 SG ni n P.F.S. F.F. 6/A4.1 - 6/A-6.1 15/A-6.2 A a F0 PAINTED SOLID CORE DOOR. LINER LOCK SET. DOORS TO BE OPENABLE FROM THE INSIDE Y41THOUT THE USE OF A KEY, OR SPECIAL KNOWLEDGE, OR EFFORT. Q LEVER LATCH SET. PER -T/A-5.1 PI1/PULL W1TH DOOR CLOSER. PER WA-5.1 REGUIRE5 10" x 34" KICK PLATE ON BOTH 51DE5 OF DOOR. PER 7/A-5.1 R 20 MIN U.L LABELED DOOR/FRAME/HARDWARE WITH CLOSERS. ACCESSIBLE HA ARE INTUMESCENT 5EAL/CL05ER ACR055 TOP AND EACH SIDE. Q ADD CLOSER TO DOOR EFFORTA. "MAXIMUM ♦ OPERATE DOORS SHALL NOTs 5 POUNDS •- EXTERIOR DOORS AND INTERIOR s•i- 9" FULL OR PL&4 EFFORT 5EIWzp APPLIED AT R1614T ANG7LE5 TO HINSED DOORS AND AT THE CENTER PLANE OF 5LIVINS OR FOLVING79OOR5. COMPENSATIN& 17EVICES OR AUTOMATIC rtw- OPERATORS r TO MEET THE ABOVEsti- e r THE MAXIMUM EFFORT TO OPERATE THE POOR MAY 13E INCREASED TO THE MINII,-1UM ALLOMOLE BY THE APPROPRIATE A17MIN15TRATIVE AUTHORI NOT ♦ EXCEED 15 POUNDS. • B. ALL r+eO-HARD"ARESHALL BEPJ5K0:`IJLL, PANIC OR LEVER -* C. ALL EXIT 000f;* SHALL 13E OPENA13LE FROM THE INSIDE Y41THOUT USE OF A KEY OR ANY SPECIAL KNOVIILE06E OR EFFORT. TITLE 24, 1005.5.1.6 r ALL 6LAZIN& SHALL COMPLY•♦ r) ESPECIALLY SECTION 240k SAFETY OLAZING.7. E. ALL EXIT DOORS s67ATES SERVIN67_ U OCCUPANCIES SHALL NOTPROVIDED Y41TH A LATCH OR O PANIC-s SEC is r►♦ ♦ •• ♦• F. ALL EXISTN& DOORS THAT ARENOT - r Y41TH LEVER HARPINARE. yi rt ���. ��. � fix•. s� -.. ALL IOFAS. 0ESk,115. AND ARRAN6fNEtifS tNOtCATEO ON THESE DRAWRt6S ARE THE PROPERTY OF AND ARE INTENDED TO BE USED IN CONNECI N MIN THIS SPECIFIC PROJECT ONLY AND SHAH. NOT OTHERWISE BE USED FOR ANY PURPOSE WHATSOEVER WMIDUT THE WRITTEN CONSENT OF ANOMMM411SOMMMS. TM SHAtL RE NO CHANGES OR DEVIATIONS FROM THESE DRAVANOS OR THE ACWMPANYM SPECIFICATIM WITHOUT THE WRITTEN CONSENT OF . W 0 (*11164 W ON o ¢ Z Cie O VU. �v ( ) W Q Q C) Z N F- Q Lam. N H Z w V 'iL11� �t a► s ' DAIS 08/18/05 Sm NTs t1RAV1M W. PN I, ! JOB tom. RAN0014.HOUSE CAW 7111E RM M.-A-x 1"'1E DOOR SCHEDULE i E A-7 44TE E:\Random House 2005\Construction Drawings\RANDOM HOUSE A-7.dwg, 08/23/05 10:17:06 AM, Peter, HP DesignJet 750C Plus (E / AO), 1:96 74'-0" 21'-0" 4 SPACES 0 10'-0" = 40'-0" 13'-0" S� LANDSCAPE. o hw •o � w 'a• GV TYP 1 � 1 5 o • o f. �C> I�w � &41; ) .,i <I` N z CD ( 0 co N 00 N a N1 130'-0" tea;-•@ :r a �r »«.. r „K.i, ,� . ....hr.:'.�ea its 3@:+.1!ti. ,,.<r '�". E s.�.-,T k;> r; s'e_;:�-.d. r.?+;ii; :.;ter,. ,Y;cs&rr���+n�;�.wk rr•;,;a a.: �ss:< xa+trn'"r;,,>.,;+�:. .....%. r" n�.z; -.:� :�'�rr,�rs,.:,�tr; :;.u?.,. rx ,hi: .?;f.::" rrzk''r.��.s:�h.... .r; EXiST INC w " PAD, REG. P @REG. ► � `All( I 20'-0" TYP 24'-0° MIN REQ • xi EXISTING TRUCKWELL �f TO BE FILLED f NEW EXTERIOR DOOR 4; C> ° ° RELOCATE EXISTING---,,,DAC LOT j CONCRETE WHEEL- +eAPART § STOP AS SHO1:WN o RELOCATE EXISTING a, CONCRETE WHEEL 3 REG. STOP AS SHOWNP i ( (( OA fi i BO S ON TAPE Y 1.1.1 e RELOCATED EXISTING ���� I o f( CONCRETE WHEEL�� r. 5 S f N RELOCATE EXISTING u ! CONCRETE WHEEL REG. _ STOP AS SHOWNcn t 3 l REG, D H.G. l DISABLED ACCESSIBLE PATH OF _ __ _._ _.1 4, ( 1 I , TRAVEL TO CONSTRUCTION AREA AND DISABLED ACCESSIBLE RESTROOMS - ___ f 4 THIS BUILDING TO BE ACCESSED PRIMARILY FROM THIS ENTRANCE REG. v h ifr z »• � w L & d 0 a w z EXISTING-- w i `u TYPICAL CONCRETE 1 w• s '� , •k w ti w fr SPLASH BLOCK NEW CONCRETE WHEEL STOP EXISTING WALK AREA w m xx o, y w TO MATCH EXISTING W'� i ; taw F 1 MIN REQ 20 -0" TYP a b DISABLED ACCESSIBLE PATH OF fr a, ` _ TRAVEL TO CONSTRUCTION AREA z z 0 ( 0 2 j P= t 0to } ADn.s• N REMOVE EXISTING ASPHALT PAVII 20'-0" REPLACE WITH 6" CONCRETE PAD WITH j#4 0 16" O.G. E.W. 41 -a a" •x w ll F v 1 t W W v v S ix Y v b A w m yr ^L N AND DISABLED ACCESSIBLE RESTROOMS Y �EXlS�TING' � EXISTING WALK AREA 3yL$NDCAPEw <_=Y RELOCATE EXISTING CONCRETE (._ @ >r n WHEEL STOP AS SHOWN I `k G .w„ RELOCATE EXISTING CONCRETE _ ' w w WHEEL STOP AS SHOWN (D (D (D H.C. J REG. H.C. w fr INDICATES THE DISABLED ACCESSIBLE PATHS OF TRAVEL THE F 1 TO H BUILDING. THERE 1S A REQUIREMENT O 5X MAX y '' t f SLOPE I DIE F THE PATH F TRAVEL AND N THE DIRECTION O N >. O O A 2% MAX CROSS SLOPE THE GENERAL CONTRACTOR IS TO ' 2 cy VERIFY THE EXISTING CO NDITI N BEFORE CONSTRUCTION O AND NOTIFY THE ARCHITECT OF FINDINGS. 9 SF S'"ix:M J%" `z!f uan i;'K`•?�F: E`Y::'s.SrrS.""� f z`f..'i:.,., i=>c e 2 .,`"„ -•.;„, » ,# » 7kfi'.i:✓,'f.{>"43„"v. nr;!' + )-. tc'.. ?Yk}, L .W."v';r;;z3`:;,"iY,.,;f"fl•;a:F%h%<?,�''4:.'r�5ia4a3-f, ?: �.%i%r„�z .:i�tki: 3.af� 'Yix'a'?.CJ h"rk:.5"Kh"4 9'-0" 60" '-O 9 SPACES 0 9'-0" = 81'-0" 0 9'-O" 60" 72" 120'-0" �} fy d4' >&• g � ..rid �. ADJACENT LOT If w Mar APPAR r." or { Hf - X 1 i <e h � 1. rY a SYMBOLPROPORTIONS DISPLAY ! t ',y;INDICATES LOCATIONDISABLED ACCESSIBLE SIGN 919, ., #, I} ALL STRIPES SHALL BE 3" LINES USING WHITE TRAFFIC BEARING PAINT I SEE SITE PLAN I 15" • TYP. NOTE: IF AISLE DEAD-END 12' REQUIRED OR MINIMUM 4' BACK UP SPACE MIN P KtN TALLS PjCALE N.T.S. ACCESSIBILITY SIGN PEP SEC. 07C) ACE OE', la,<AL_ of O; r,.11-IRI::S SEE DETAIL 4 THIS SKEET 7 UMPE — Si`LIPINC— TY�I 1 +% P 4 R�11C €a.N S` NIPOL PER SEC. 31 0 XC r _z I o0 s--- f/ 1 \_B(SABLED ACCESSIBLE: PAM OF. TRAN/ l STRIPING SHALL BE AT • 6" o.c, 5'--0" MIN. AT S P, s ACCESSIBLE PARKING STALL, s--0", MIN,. A 4AN ACCESSIBLE PARKING TALL INTER ATI N ACCESSABLITY SYMBOL NTs 15 SINGLE PARKING STALL .,; LE THE`] � h S p e 'ice' c r"� f �k �L q � h.. r 'i {"-f3fr Z�." ES H�•.,,�3 ���q,�� ?,y uA p'y; �Y r(I� g �'� a h• n # ;£`f E 2 R t ;n 4, A fir. „)' j ..§. ,Y £ Sin ' t i'- .•✓ s bA Z':" Y y,� x ; •: k r. Y�; `•� _P, ,:F ;'a�.. .,u- xryw�'�' a �- w. „ - � rt t (� u ,' » ,. 5 ,. ., _ � s - �. , .a ''-w- ...� ; .w .. , v >.ro a s�...t"y t, - . �.>, i h f fi ti-„ s. �..'€ ;, [ G` � i � r P >`" �^" as 4 R 3 jj' ,:e $» -. .a Y" *,- i �. . S 'i FF ky� $ .$,s, F. 2�.,:>< , `.� -' «Ys,a .—, , # "f.-..,F.. ..; ?� e>,.,. ''>.>a�.r., D ..,..�� '�,. _,>�:... ...�� _,.��i's; .,. r�i _ r ., ..._w-i , .�`�.. .., r .,. :�9>.,. ,. _,-.. j .r � -�.I n..,-.:. ..,r S ,..`?.«:� � � a"=<<. Fr£RS I 3RYe @ 4 ' "t i, lks. S. A 3 �.rhS f u.a ,y..' `£ n 5 S'; 'L-. '3 t G 5 �;�.� 3 ! (t fd i'v� � S Y� s y �'4 94 S C {:h 3:. S P w r _ >ir - _ ,,.-,.. ,. ,.,. F. .. ,t-.>' ,. r,- �.-P .. ., w , ..o.-,. t. ,..:>.: , 5 ...a" « ,i _ . N...,p p ' Yjdc£ Fn 7 y" i d .y y 1Y-•3,`0, ih'��� .P rt s4i}t �r L 'S :^' " S y>°� 5•l. m"' hu' v 3 `•t v� ' vi''�'. "3•'"..�. 'G"n�tr �.F�A.>:° ��5• �'��T & -rtt ' 6 Yc? .. U% ,.� 5 .. �i .� � ., ... «o : ..;..�'., aA'k..� :, �-yc �, f .r.. h'ik :5.r-'Y?'4 .. .�i\.� � a ,uf 4.... i«.,..s ",, I'll loY � e G� 1AL :- Si i .kR .?< +� lt,: 3 7 R Ia, 3�3.�. S F `• a 3 �'RO 1'y��> s ARE. v-... � k k�... I$U Yy,:6 ti. !' r.,r'!r �.�.,�� i �i m <! n+.....%x :..�; ij7'„ A �IE 4�itH c,1111 hw .,b1 ,�.tvYamn ..: . IN N,._` r >* Y a �#- �, P .�.IMI:. �Emcwm m , r . , s NOTE: 1. ALL STROKES TO BE 2" WIDE. 2. COLOR IS WHITE FIGURE ON BLUE BACKGROUND. COLOR NO. 15090 IN FEDERAL STANDARD 595A. i DISABLED ACCESSIBLE PARKING SYMBOL 18" CENTERED IN PARKING STALL HANDICAPPED PARKING SIGN SHALL BE PORCELAIN ON STEEL DARK BLUE BACKGROUND WITH WHITE INTER— NATIONAL SYMBOL OF ACCESSIBILITY. PAINT TO BE BEADED TEXTURE. MIN. SIZE 70 SO. INCHES PER SEC. 3107A(C) VAN PARKING SIGN SHALL BE REFLECTORIZED. SIGNS MAY ALSO BE CENTERED ON THE WALL AT THE INTERIOR WHERE END OF THE PARKING SPACE OCCURS AT A MINIMUM HEIGHT OF 36" FROM THE PARKING SPACE co FINISHED GRADE, GROUND OR SIDEWALK. 2" SQUARE GALV. STEEL POST FINISHED GRADE 'er 12"X12"X24" DEEP CONIC. FOOTING i sm y{fi ]XR ;%, ELEVATION 5 5'-0" CLR 36" CLR ° 36" CLR 36" CLR 3'-0" / IT 1T4 11 r ® ®"- 7Fil 3' � M M ��-} i t , ELEVATION C N d + .t" E LS tra,," � a � p� .'y ,*� a "'v K=,.� y $:�,� sr �, r � n ,f'� trt`F - x, 3x n a s. �a'e U -'-`g . .Va>,... ,.s ,,x ,,.,.<. " ,.3 _..,,;x ;S , H , s: r ., r,, , .,,•,,s c'M':,n.. wN NEW WALL MOUNTED DISABLED ACCESSIBLE WATER CLOSET. Q NEW WALL MOUNTED WATER CLOSET. n NEW AUTO FLUSH, WALL MOUNTED, DISABLED ACCESSIBLE URINAL WITH PUSH BUTTON. a NEW AUTO FLUSH, WALL MOUNTED URINAL WITH PUSH BUTTON. ❑5 NEW DISABLED ACCESSIBLE COUNTERTOP WITH (2) SINKS. ® NEW PAPER TOWEL DISPENSER AND WASTE RECEPTACLE, @ +40" A.F.F. �7 NEW MIRROR. BOTTOM OF MIRROR ® MAX. +40" A.F.F. NEW TOILET SEAT COVER DISPENSER. n9 NEW TOILET TISSUE DISPENSER. 10 NEW STAINLESS STEEL GRAB BARS 0+33" A.F.F. (3'-0", 4'-0"). 11 NEW PAINTED METAL INTERIOR PARTITIONS (COLOR TO BE DETERMINED). 12 HOT WATER SUPPLY & DRAIN PIPES WRAPPED W/INSULATION. 13 SANITARY FACILITIES SHALL BE IDENTIFIED BY PERMANENT SIGNS INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR AT +60". SIGNS TO CONFORM TO CBC SECTION 3105A (E)10. INCLUDING: A. 1/32" RAISED SANS -SERIF UPPERCASE CHARACTERS WITH CORRESPONDING GRADE 2 BRAILLE. B. 5/8" RAISED SYMBOLS C. 6" MIN. HIGH PICTOGRAM WITH EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW D. LOCATED TO ALLOW APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN A DOOR SWING. 14 NEW LAVATORY MOUNTED LIQUID SOAP DISPENSER. 15 NEW SURFACE MOUNTED NAPKIN -TAMPON DISPENSER. 16 NEW SURFACE MOUNTED NAPKIN DISPOSAL UNIT, 5 ><} r"� ifi { I k_4 i I� ig I 5 -0 aQ4., i f 1 1H CD a-1 5 CLR ... ....... f",^~r � )j, [Tjj NEW CERAMIC FLOOR TILE, BY DALTILE - COLOR: PUMICE ID 36 WITH GROUT BY CUSTOM BUILDING PRODUCTS - COLOR: DELOREAN GRAY # 165 3 } T2 " NEW CERAMIC WALL TILE TO +4$ A.F.F., BY DALTILE - COLOR: WHITE K-101 I (WET WALLS ONLY) WITH GROUT BY DALTILE - COLOR: BRIGHT WHITE (I #44 T3 NEW MARLITE TO +48" A.F.F. 74 NEW CERAMIC ACCENT WALL TILE (SECOND ROW), 13Y DALTILE - COLOR: BLUEMOON #0177 T5 NEW WALL PAINT, BY FRAZEE - COLOR: RAIN SHIMMER #CW002W l i E!5 �. d��� � � � � �'� r"3,, FIX r 3. �i a � `�°� < '`� „._ � �" � `� z „ ",3 5'= 4= za• Yk' c Q r P f x f }4- F 3 l i i i � 9 00 /`�•f F s 7 �# jjj � ' ! �`t �. /�� 'gyp I `�,`^�•,W ffjj aW; L _ , f _ 121-8 1/2 11 F F 77 r� y i ff V 0 10'-0 1/2 ° �y,<°�•:r..nxs ;r.:«:,w�,�,.sr . ; �.v.?,xa+x ..."..,-�: �:esnHM,�.�r.?wxe.:t......_,,..,._.. a 3z vx� n> rr..�.sa.=,.w,r;. 00 I 7�; I ,S 2 i ""� i � � ,_.._.+` dP � dot S "� ��:•'} j I � � < } r _._ REV S f $T 5 # r6 hFpy {{ i i ll TYP ,:. r�... x csv.� �•�f:nv�x ,.,. a.nr:arc�h ,tea. eve• -:r.xn:w >. �. ;�rrr�-:.ws=a�.ae~� DEEP' E I INK 1I 9 ? 9 3_. 10 _ Y � A UJ t� ? 9. � Y tf F f A 5 v� k 3 ? - 'S A �. fi h ,E E: R ndom House 0 a se 2 05 N 3Ijll�!l I I t OTC 6 d �. , f 08 23 05^ 09:50:45 I AM P t r e e� a Z L _�