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15660 SW PACIFIC HIGHWAY STE A-4 a w _ _ LE6TERVE I r f4OA i S 14 VV lf 013PC 13AG LE; T 0 M � i ARCHITECT I _ 4 7 5 5 A N S O M E THE PROMENADE AT PACIFIC HIGHWAY TIGARD , OR S U I T F 5 1 0 S A N F R A N C I S C O C A L I F O R N I A 9 4 1 1 1 T L 4 1 5 9 8 4 0 5 0 0 ABBREVIATIONS RESPONSIBILITY SCHEDULE GRAPHIC SYMBOLS BUILDING INFORMATION _ _ DRAWING INDEX F X 41 5 9 8 4 0 5 0 4 ABOVL ARCHITECTURAL. AD ADJACENT FURNISHED BY !NSTALLED BY PAIMTM BY AFF ABOVE FINISHED FLU`-, ENTRY N C V L N C y N C V L REMARKS ADDRESS: 15348 SW PACIFIC HIGHWAY, SUITE A-4 A0.I COVER SHEET AP ACCESS PANEL ' ..-____- ---- TIGARD, OR A0.2 SPECIFICATIONS ENTRANCE DOORS � ,; � ACI- ACOUSTICAL CEILING TILE ; LESTIfA 1. SPECIFICATION 2. SPECIFICATION 3. SPECIFICATION 4. SPECIFICATION 02050 DEMOLITION J. VERIFY LINES, LEVELS, AND MEASUREMENTS BEFORE PROCEEDING WITH L.. INSTALL WELDED WIRE FABRIC IN AS LONG LENGTHS AS PRACTICAL. L. WEATHER PROVISIONS: MAKE PROVISIONS FOR WEATHER CONDITIONS IN T p +; FORMWORK. MINIMIZE FORM JOINTS. SYMMETRICALLY ALIGN JOINTS AND LAY OUT FLAT IN PLACE. WIRE FABRIC SHALL HAVE A MINIMUM SIDE AND ACCORD H A SPECIFICATIONS 0 D WIT CI SPECIE ONS ANp THE RECOMMENDATIONS OF THE A. SECTION INCLUDES: MAKE WATER 1IGHT TO PREVENT LEAKAGE OF MORTAR. ARRANGE AND ASSEMBLE END LAP OF ONE FULL MESH. WIRE FABRIC SHALL BE SUPPORTED AND TESTING LABORATORY. �q I. REMOVE DESIGNATED BUILDING EQUIPMENT AND FIXTURES. FORMWORK TO PERMIT DISMANTLING OR STRIPPING, 50 THAT CONCRETE IS SHALL NOT BE LIFTED INTO POSITION DURING CONCRETE PLACEMENT 2. REMOVE DESIGNATED PARTITIONS AND COMPONENTS. NOT DAMAGED DURING ITS REMOVAL. ARRANGE FORMS -10 ALLOW STRIPPING M. SURFACE PREPARATION: BEFORE NEW CONCRETE �S DEPOSITED UPON OR 3. CAP AND IDENTIFY UTILITIES, WITHOUT REMOVAL OF PRINCIPAL SHORFS, WHERE REQUIRED TO REMAIN IN M. SPLICES: AGAINST CONCRETE FHA HAS TAKEN ITS INITIAL SET OR HAS HARDENED, 4. IEMPORARY PARTITIONS TO ALLOW BUILDING OCCUPANCY. PLACE. 1. STANDARD REINFORCEMENT SPLICES: LAP ENDS, PLACING BARS IN REMOVE ALL ENCRUSTATIONS FROM THE FORMS AND REINFORCEMENT. ARCHITECT 5. THE ARCHITECT, PROGRAM MANAGER AND OWNER HAVE NO KNOWLEDGE OF CONTACT, AND TIGHTLY WIRE TIE. UNLESS INDICATED OTHERWISE, 1. REMOVE ALL LAITANCE, OIL, AND LOOSE PARTICLES FROM CONCRETE; r-- ---- -- AND SHALL NOT BE HELD LIABLE FOR ANY ASBESTOS OR OTHER K. DESIGN, ERECT, SUPFu`T, BRACE AND MAINTAIN FORMWORK SO THAI IT COMPLY WITH REQUIREMENTS OF APPLICABLE BUILDING CODES FOR CLEAN CONCRETE SURFACES AND FORMS THOROUGHLY BY WASHING WITH 4 7 5 S A N S O M E HAZARDOUS MATERIALS ON THE JOB SITE. WILL SAFELY SUPPORT VERTICAL AND LATERAL LOADS THAI M;rH i BE MINIMUM LAP OF SPLICED BARS. WATER UNDER STIFF PRESSURE, OR SANDBLASTING, IF NECESSARY, TO ! APPLIED, UNTIL SUCH LOADS CAN BE SUPPORTED BY THE CONCRETE 2. WELDED SPLICES: USE FULL PENETRATION BUTT WELDS BY THE ATTAIN THE SPECIFIED CONDITION, s u + T E 5 I 0 B. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND STRUCTURE. ELECTRIC ARC METHOD UNLESS OTHERWISE SHOWN" 2. REMOVE LAITANCE AFTER CONCRETE HAS PARTIALLY HARDENED (NOT S A N F R A N C I S C 0 REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND 1. CARRY VERTICAL- AND LATERAL_ LOADS 10 GROUND BY FORMWORK SYSTEM A. USE. ONLY WELDERS WHO HAVE PASSED THE AWS STANDARD LESS THAN TWO NOR MORE THAN FOUR HOURS AFTER PLACING) BY I ENVIRONMENTAL PROTECTION. AND IN -PLACE CONSTRUCTION THAT HAS ATTAINED ADEQUATE STRENGTH QUALIFICATION TESTS WITHIN THE PREVIOUS YEAR. BRUSHING WITH STIFF BRISTLES OR BY DIRECTING A STREAM OF WATER c A i 1 F o R N 1 A s 4 I 1 1 I1 FOR THAT PURPOSE. B. WELD SPLICES TO DEVELOP 125% OF THE SPECIFIED YIELD FROM A 1/4" NOZZLE, OR OTHER ACCEPTED METHODS, TO EXPOSE CLEAN T L 4 1 5 - 9 8 4 0 5 0 0 C. CONDUCT DEMOLITION TO MINIMIZE INTERFERENCE WITH ADJACENT 2. CONSTRUCT FORMWORK SO THAT CONCRETE MEMBERS AND STRUCTURES STRENGTH OF THE BARS, OR OF THE SMALLER BAR IN TRANSITION TOP SURFACE OF AGGREGATE. ROUGHNESS OF CONCRETE SURFACE SHALL ! ALIGNMENT ELEVATION AND POSITION. SPLICES. MEASURE 1/4" IN AMPLITUDE. F x 4 1 5 - 9 8 4 - 0 5 0 4 BUILDING AREAS. MAINTAIN PROTECTED EGRESS AND ACCESS AT ALL ARE OF CORRECT SIZE, SHAPE, ,_ c TIMES. 3. DO NOT DISPLACE OR DAMAGE VAPOR BARRIER. C. CLEAN BARS OF OIL, GREASE, DIRT AND OTHER FOREIGN 3. WHERE CLEANING IS NOT SATISFACTORY TO THE ARCHITECT, SUBSTANCES AND FLAME-DRY BEFORE WELDING. SANDBLAST SURFACE AND THEN WASH AGAIN. PROVIDE, ERECT, AND MAINTAIN TEMPORARY BARRICADES, SECURITY L. DESIGN FORMS AND FALSE WORK TO INCLUDE ASSUMED VALUES OF LIVE D. PREHEAT BARS BEFORE WELDING. STAGGER SPLICES IN 4. WHERE DOWELING NEW CONCRETE SLABS INTO EXISTING SLABS, DEVICES, GUARD RAILS AND LIGHTING AS NECESSARY AND AS REQUIRED BY LOAD, DEAD LOAD, WEIGHT OF MOVING EQUIPMENI OPERATED ON FORMWORK, ADJACENT BARS. PROVIDE #4 BARS AT 6" ON CENTER SET IN EPDXY A MINIMUM OF 6" APPLICABLE REGULATORY AGENCIES, TO PROTECT WORKERS AND OCCUPANTS CONCRETE MIX, HEIGHT OF CONCRETE DROP, VIBRATOR FREQUENCY, AMBIENT E. PREPARE ENDS OF BARS IN COMPLIANCE WTI fI AWS D12.1. INTO EXISTING SLABS. co OF BUILDING. LOCATE GUARD RAILS IN STAIRWELLS AND AROUND OPEN TEMPERATURE, FOUNDATION PRESSURES, STRESSES, LATERAL STABILITY, F. WELDING: COMPLY WITH THE REQUIREMENTS OF AWS D12.1 FOR . j SHAFTS. POST CLEARLY VISIBLE WARNING SIGNS. AND OTHER FACTORS PERTINENT TO SAFETY OF STRUCTURE DURING FIELD WELDING. N. PLACING: KEEP CONCRETE AS LEVEL AS POSSIBLE, WITH A MINIMUM FLOW I CONSTRUCTION. DESIGN FORMWORK TO BE READILY REMOVABLE WITHOUT 3. MECHANICAL BUTT SPLICING: EXOTHERMIC WELDING PROCESSES AND FROM ONE PORTION OF THE WORK TO ANOTHER. PLACE CONCRETE WITH A w E. PREVENT MOVEMENT- OR SETTLEMENT OF STRUCTURES. PROVIDE, ENGINEER IMPACT, SHOCK OR DAMAGE TO CAST-IN-PLACE CONCRETE SURFACES AND HIGH-STRENGTH STEEL SLEEVES WHICH DEVELOP THE SAME VALUES OF WORKABLE, NON--SEGREGATING MIXTURE. Q AND PLACE BRACING OR SHORING AND BE RESPONSIBLE FOR SAFETY AND ADJACENT MATERIALS. FOR EXPOSED CONCRETE SURFACES, DO NOT USE WOOD STRENGTH, MAY BE USED IN LIEU OF ELECTRIC-ARC WELDING, AT 1. TAMP AND VIBRATE SO AS TO PRODUCE A DENSE SMOOTH MASS, FREE U,j SUPPORT OF STRUCTURE. CEASE OPERATIONS iF SAFETY OF STRUCTURE FORMWORK MORE, THAN TWO TIMES. DO NOT PATCH FORMWORK. INSTALLER'S OPTION. COMPLY WITH MANUFACTURER'S DIRECTIONS FOR FROM ROCK POCKETS AND VOIDS. USE TRUNKS AND CHUTES WHERE FREE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT PREPARATION OF BARS AND INSTALLATION PROCEDURES. DROP EXCEEDS 6 . STRUCTURE. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED. M. APPLY FORM RELEASE AGENT ON FORMWORK IN ACCORCANCE WITH a MANUFACTURER'S INSTRUCTIONS. APPLY PRIOR TO PLACING REINFORCING 0. PUMPED CONCRETE: DO NOT PLACE CONCRETE BY PUMPING WITHOUT PRIOR F. ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UTILITY STEEL, ANCHORING DEVICES, AND EMBEDDED ITEMS. DO NOT APPLY FORM 03300 CAST-IN--PLACE CONCRETE APPROVAL OF THE TESTING LABORATORY IN WRITING. �; vt SERVICES WITHIN AREAS OF DEMOLITION. DISCONNECT AND STUB-OFF. RELEASE AGENT WHERE CONCRETE SURFACES ARE SCHEDULED TO RECEIVE 1. GENERAL: 00 NOT USE ALUMINUM OR ALUMINUM LINED PIPE, 3.r N Z NOTIFY ARCHITECT, PROGRAM MANAGER AND THE AFFECTED UTILITY COMPANY SPECIAL FINISHES OR APPLIED COVERINGS WHICH MAY BE AFFEC TF=D BY A. SECTION INCLUDES: CAST'-IN-PLACE CONCRETE INCLUDING: PREVENT CONCRETE FROM CONTACTING ALUMINUM FITTINGS. MINIMUM �'Y 04 IN ADVANCE BEFORE STARTING THIS WORK. AGENT. SOAK CONTACT SURFACES OF UNTREATED FORMS WITH CLEA I WATER. 1. ALL CAST-IN--PLACE CONCRETE WORK. DIAMETER OF HOSE FOR 1" AGGREGATE: 3" WITH THREE WORKERS AT KEEP SURF-ACES WET PRIOR TO PLACING CONCRETE. DO NOT APPLY FORM 2. CONCRE1r_ MIX DESIGNS. HOSE, MINIMUM DIAMETER OF HOSE FOR 1-1/2 91 AGGREGATE: 4" NTH a � G. EXCEPT WHERE NOTED OR SPECIFIED OTHERWISE, MAINTAIN POSSESSION RELEASE AGENT WHERE WOOD GRAINING CHARACTERISTICS ARE REQUIRED ON 3. EQUIPMENT BASES. FOUR WORKERS AT HOSE. ABOVE 4" DIAMETER HOSE USE MECHANICALLY 0 Ix OF MATERIALS BEING DEMOLISHED; IMMEDIATELY REMOVE FROM SITE. FINISHED CONCRETE SURFACES. LEAVE FORMWORK DRY. 4. SETTING ANCHOR BOLTS, INSERTS, DOWELS, AND ACCESSORIES CAST SUPPORTED AND OPERATED HOSE. >- - () IN CONCRETE, WHICH ARE SPECIFIED UNDER OTHER SECTIONS. 2. MIX: DO NOT ADD MORE WATER TO MIX [HAN MAXIMUM ALLOWED ON H. ERECT AND MAINTAIN WEATHERPROOF CLOSURES FOR EXTERIOR OPENINGS. N. DO NOT REMOVE FORMS, SHORING OR BRACING UNTIL CONCRETE HAS 5. CURING. DELIVERY TICKET EXCEPT AS PERMITTED BY THE i TESTING LABORATORY. o ERECT AND MAINTAIN TEMPORARY PARTITIONS TO PREVENT SPREAD OF DUST, SUFFICIENT STRENGTH TO SUPPORT ITS OWN WEIGHT, AND CONSTRUCTION 6. CONCRETE FINISHING. 3. PUMPS: USE ONLY PISTON TYPE PUMPS. INSURE THAT THEY ARE -- cr FUMES, NOISE, AND SMOKE TO PROVIDE FOR OWNER OCCUPANCY. ON AND DESIGN LOADS WHICH MAY BE IMPOSED UPON IT. REMOVE LOAD REVERSIBLE. MAKE A STANDBY PUMP AVAILABLE, OF NO LESS CAPACITY COMPLETION, REMOVE PARTITIONS AND REPAIR DAMAGED SURFACES. SUPPORTING FORMS WHEN CONCRETE HAS ATTAINED 75% OF REQUIRED 28 DAY B. REFERENCE SPECIFICATIONS AND STANDARDS, EXCEPT AS OTHERWISE THAN THAT IN USE FOR OPERATION, .AT THE JOB OR WITHIN ONE HOUR'S U COMPRESSIVE STRENGTH, i'ROViDED CONSTRUCTION IS RESHORED. NOTED OR SPECIFIED, CURRENT EDITIONS OF: NOTICE. Q ..� I. PROTECT EXISTING (TENS WHICH ARE NOT INDICATED TO BE ALTERED. 1. ACI 301, SPECIFICAI IONS FOR STRUCTURAL CONCRETE FOR Z Q. F- REMOVE MATERIALS TO BE RE--INSTALLED OR RETAINED IN MANNER TO BUILDINGS. P. SCREEDING: AT CONCRETE FOR FLOORS TO BE PLACED OVER METAL DECK: PREVENT DAMAGE. 03200 CONORETE REINFORCEMENT 2. ACI 302, GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION. 1, THE STEEL ANGLE CLOSURE AT METAL DECK EDGES IS NOT INTENDED 3. ACI 318, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. TO SERVE AS A SCREED. J. DISCONNECT, REMOVE, AND CAP DESIGNATED UTILITY SERVICES WITHIN A. SECTION INCLUDES: REINFORCEMENT FOR CAST--IN-PLACE CONCRETE. 2. USE ADJUSTABLE SCREEDS AT ALL SCREED POINTS AND ADJUST TO j DEMOLITION AREAS. MARK LOCATION OF DISCONNECTED UTILITIES. C. SUBMITTALS: COMPENSATE FOR EXISTING DEFLECTION AND FOR DEFLECTION OF DECK = co i IDENTIFY AND INDICATE CAPPING LOCATIONS ON PROJECT RECORD B. REFERENCE SPECIFICA11ONS AND STANDARDS: 1. SUBMIT MIX DESIGNS IN ACCORDANCE WITH ACI 301, ASTM �4 AND AND BEAMS OCCURRING DURING CONCRETING OPERATIONS AS DOCUMEN TS. V 1. ACI 301 - SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING CODES. BUILDING CODE GOVERNS. ESTABLISHED AT THE PRE-CONSTRUCTION CONFERENCE. BUILDINGS. 2. SUBMIT SAMPLES FOR REVIEW OF APPEARANCE OF REQUIRED EXPOSED 3. MONITOR SCREEDS AFTER CONCRETE PLACEMENT, AND ADJUST PRIOR TO � K. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO 2. ACI 315 - MANUAL- OF STANDARD PRACTICE FOR DETAILING FINISHFS. RODDING, WITH LASER TYPE EQUIPMENT AND MAKE ADJUSTMENTS IN ACCOMMODATE NEW WORK, INCLUDING THAT REQUIRED FOR CONNECTION TO REINFORCED CONCRETE STRUCTURES. CONCRETE FLOOR THICKNESS AS REQUIRED TO COMPENSATE FOR O i THE EXISTING BUILDING. PROTECT EXISTING SUPPORTING STRUCTURAL 3. ACI 318 - BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. D. PORTLAND CEMENT: ASTM 0150, TYPE II, FOR ALL LOCATIONS. DEFLECTION. Z MEMBERS. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT 4. AWS Dt.d - STRUCTURAL WELDING CODE - REINFORCING STEEL. E REQUIRED, AT NO COST TO THE OWNER. 5. AWS D12.1 - RECOMMENDED PRACTICE r ., CE FOR WELDING REINFORCING E. AGGREGATES: Q. OBTAIN REVIEW BY ARCHITECT FOR LOCATIONS OF STOP AND START STEEL., METAL INSERTS AND CONNECTIONS IN REINFORCED CQNCREIE 1. ALKALI REACTION: DO NOT USE AGGREGATES THAT ARE ALKALI POINTS FOR PLACEMENT OF CONCRETE. FRESHLY PLACED CONCRETE SHALL CONSTRUCTION, REACTIVE WHEN TESTED IN ACCORD WITH ASTM C227, C289, OR C295. BE LEVEL WHENEVER ANY PLACEMENT IS STOPPED, WITH TIGHT DAMS AS 03100 CONCRETE FORMWORK 6. WSCRSI - MANUAL OF STANDARD PRACTICE. 2. MAXIMUM COARSE HARDROCK AGGREGATE SIZE: NECESSARY TO ACCOMPLISH THIS. PROVIDE KEYS AND DOWELS AT �p A. SECTION INCLUDES: A. GENERAL: NOT MORS- THAN 1/5 THE LEAST DIMENSION BETWEEN CONSTRUCTION JOINTS WHERE THE CONCRETE PLACEMENT IS INTERRUPTED. Cfyf C. SUBMIT SHOP DRAWINGS FOR REINFORCING STEEL WORK. FORM FACES OR 3/,, THE DISTANCE BETWEEN REINFORCING BARS PROPERLY PREPARE. JOINT SURFACES. MAKE CONSTRUCTION JOINTS Al � V 1. FORMWORK FOR CAST-IN- 'LACE CONCRETE, WITH SHORING, BRACING, OR BETWEEN BARS AND FORMS, WHICHEVER IS LEAST. POINTS INDICATED. LESTER B.TOM (� i AND ANCHORAGE D. STORE MATERIALS AT THE PROJECT SITE TO PREVENT DAMAGE AND B IN COLUMNS: NIIQT LARGER THAN 3/4 THE CLEAR DISTANCE 3668 2. OPENINGS FOR OTHER AFFrC TED WORK. ACCUMULATION OF DIRT AND EXCESSIVE RUST. STORE WELDING ELECTRODES BETWEEN BARS OR BETWEEN BARS AND FORMS, WHICHEVER IS LEAST. R. SURFACES OF FORMED CONCRETE WHICH WILL REMAIN EXPOSED IN THE • • 3. FORM ACCESSORIES. IN ACCORD WITH AWS D12.1. C. IN SLABS: AGGREGATE NOT MORE THAN 1/3 THE DEPTH OF FINISH WORK, BOTH INTERIOR AND EXTERIOR, INCLUDING SURFACES WHICH 4. STRIPPING FORMS. SLAB OR 1-1/2" MA/iMUM. WILL BE PAINTED, SHALL, WHEN FINISHED, HAVE SURFACES UNIFORM FOR SAN FRANCISCO,CA E. REINFORCING STEEL: ASTM A615, GRADE 60 U.N.O. AS REQUIRED BY THE D. FOR PUMPING: LIMIT DESIGN TO USE UP TO 1-1/2" MAXIMUM THE INTENDED" TEXTURE; FREE FROM IMPERFECT JOINTS, FINS, I GQ� B. DESIGN, ENGINEER, AND CONSTRUCT FORMWORK, SHORING, AND BRACING DRAWINGS. AGGREGATE. SAND: MINIMUM 15% TO PASS 50 MESH SCREEN, HONEYCOMBING, AIR POCKETS OR BUG HOLES OR OTHER SUCH t OF O��' TO MEET DESIGN AND CODE REQUIREMENTS, SO THAT RESULTANT CONCRETE 3-1/2% TO PASS 1-0 MESH SCREEN, IMPERFECTIONS. CONFORMS TO REQUIRED SHAPES, LINES, AND DIMENSIONS. CONSTRUCT- AND F. REINFORCING MESH: ASTM A185, WELDED WIRE FABRIC. REQUIRFkAENTS ERECT CONCRETE FORMWORK IN ACCORDANCE WITH ACI 301 AND 347. FOR TENSILE STRENGTH MAY BE REDUCED TO 60,000 PSI, OR A5 REQUIRED F. EXPANSION JOINT: PREMOLDED NON-BITUMINOUS EXPANSION JOINTS S. REMOVE ROUGH cP T TAN A W. DATE TTesIJE VE G � 0 S, STAINS S NU HARDENED MORTAR OR GROUT FROM _ BY THE DRAWINGS. REINFORCING BARS TO BE WELDED SHALL CONFORM TO CONFORMING TO ASTM D1752. INTENDED SMOOTH SURFACES BY RUBBING SUCH SURFACES LIGHTLY WITH 25 JUL 96 PERMIT C. SUBMITTALS: THE REQUIREMENTS OF ASTM A-706. FINE CARBORUNDUM STONE. USE LIBERAL AMOUNTS OF WATER AND RUB 1. SHOP DRAWINGS: INDICATE PERTINENT DIMENSIONS, MATERIAL, AND G. MEMBRANE CURING COMPOUND: ACRYLIC OR CHLORINATED RUBBER TYPE OR SUFFICIENTLY TO REMOVE DEFECTS WITHOUT CHANGING TEXTURE OF - --- I ARRANGEMENT OF JOINTS AND TIES. G. WIRE: DEFORMED WIRE: ASTM A496. SMOOTH WIRE: ASTM A82. THE FOLLOWING SEALER, SUBJECT TO ARCHITECT'S REVIEW. CONCRETE. I 2. PREPARE SHOP DRANNGS UNDER SEAL OF PROFESS'';;:AL STRUCTURAL -- - ENGINEER REGISTERED IN THE STATE IN WHICH PROJECT IS H. SUPPORTS FOR REINFORCEMENT: BOLSTERS, CHAIRS, SPACERS AND OTHER H. BOND COAT: EQUIVALENT TO PRC 930, BY PRODUCT RESEARCH AND T. IF INTENDED SMOOTH SURFACES ARE NOT OF- UNIFORM TEXTURE, TREAT AS LOCATED. DEVICES FOR SPACING, SUPPORTING AND FASTENING REINFORCEMENT IN CHEMICAL CORP. FOLLOWS- 3. SUBMIT PRODUCT DATA. PLACE. 1. PREPARE A MIX CONSISTING OF ONE PART PORTLAND CEMENT, 1-_1/2 1. USE. WIRE BAR TYPE SUPPORTS COMPLYING WITH WSCRSI, CHAPTER 3, I. ALL. CONCRETE SHALL CONFORM TO GOVERNING BUILDING CODE FOR PARTS FINE SAND, AND SUFFICIENT WATER TO PRODUCE A GROUT OF THE D. PLYWOOD FORMS FOR EXPOSED CONCRETE SURFACES: HD OVERLAY UNLESS OTHERWISE INDICATED. ULTIMATE STRENGTH DESIGN, ASTM C94 ALTERNATE 1 OR ALTERNATE �., CONSISTENCY OF THICK PAINT. I PLYFORM, B-B GRADE, CLASS I OR If (EXTERIOR) DFPA STAMPED; PS--1. 2. FOR SLABS ON GRADE, USE SUITABLY SIZED DENSE PRECAST CONCRETE TESTING LAB MIX, ACI 301 METHOD 1 - TRIAL MIXES OR METHOD 2 - 2. WET SURFACE TO BE TREATED AND APPLY GROUT UNIFORMLY WITH A -- METAL FORMS MAY BE USED. SUPPORTS WITH IMBEDDED WIRE TIES. PRETESTED MIXES, AND HAVE THE MINIMUM 28 DAYS COMPRESSIVE STRENGTH BRUSH, COMPLETELY FILLING AIR BUBBLE HOLES. IMMEDIATELY FLOAT, 3. FOR EXPOSED- TO--VIEW CONCRETE SURFACES, WHERE LEGS OF SUPPORTS IN POUNDS PER SQUARE INCH SHOWN ON STRUCTURAL_ DRAWINGS, SCOURING THE SURFACE VIGOROUSLY. ALLOW CEMENT GROUT TO - E. FORM TIES: SNAP-OFF METAL. OF ADJUSTABLE LENGTH; FREE OF DEFECTS ARE IN CONTACT WITH FORMS, PROVIDE SUPPOR fS WITH HOT DIP PARTIALLY SET FOR AN HOUR OR TWO DEPENDING ON WEATHER. THAT WILL LEAVE HOLES NO LARGER THAN 1-1/4" DIAMETER IN CONCRETE GALVANIZED OR PLASTIC PROTECTED LEGS, OR SUPPORTS FABRICATED J. ADMIXTURES: DO NOT USE. IN CON,'-.'RETE BELOW GRADE. POZ7_c)LITH OR 3. WHEN GROUT HAS SUFFICIENTLY HARDENED SO IT CAN BE SCRAPED ------ -- SURFACE ALLOWING A FULL 1 BREAKBACK, WITH WATERPROOFING WASHER. FROM STAINLESS STEEL. PLASTOCRETE MAY BE USEb IN CONCRETE ABOVE GRADE. FROM SURFACE WITH THE EDGE OF A STEEL TROWEL WITHOUT REMOVING 1. USE QUAN TIIY OF ADMIXTURE IN ACCORD WITH MANUFACTURER'S GROUT FROM SMALL AIR HOLES, CUT OFF ALL THAT CAN BE REMOVED F. FORM RELEASE AGENT: COLORLESS MATERIAL WHICH WILL NOT STAIN I. ELECTRODES FOR WELDING REINFORCING STEEL: CONFORM TO THE RECOMMENDATIONS AND MIX DESIGNS. WITH A TROWEL, ALLOW SURFACE TO )RY THOROUGHLY, THEN RUB ARAWM TITLE I CONCRETE, ABSORB MOISTURE, OR IMPAIR NATURAL BONDING OR COLOR REQUIREMENTS OF SPECIFICATIONS FOR MILD STEE=L_ COVERED ARC-WELDING 2. OTHER ADMIXTURES MAY BE USED PROVIDING THEY MEET THE APPROVAL VIGOROUSLY WITH BURLAP TO COMPLETELY REMOVE SURPLUS. CHARACTERISTICS OF COATING INTENDED FOR USE ON CONCRETE. ELECTRODES, AWS D1.4, E90XX, LOW HYDROGEN, HAVING A MINIMUM YIELD OF THE GOVERN413 BUILDING DEPARTMENT AND ARE ACCEPTABLE TO THE 4. FURTHER FINISH EXPOSED INTENDED SMOOTH SURFACES, IF POINT OF 90,000 PSI. ARCHITECT. NECESSARY, BY MEANS OF HONING WITH A CARBORUNDUM STONE TO G. FILLETS FOR CHAMFERED CORNERS: FORMED OF PVC, SMOOTH CLEAR PINE UNIFORM SURFACES AS DIRECTEDBY THE ARCHITECT. OR FIR; MAXIMUM POSSIBLE_ t l_NGTHS. PROVIDE CHAMFER STRIPS ON K. MIX CONCRETE BY TRANSIT MIXERS ONLY: 5. COMPLETE ENTIRE OPERATION FOR .ANY AREA THE DAY IT IS STARTED. EXTERNAL CORNERS OF BEAMS, JOISTS, COLUMNS AND EXPOSED RETAINING J. FABRICATE: REINFORCING BARS TO CONFORM TO REQUIRED SHAPES AND 1. REQUIREMENTS: MATERIALS AND PROPORTIONING AS SPECIFIED IN 6. DO NOT USE DRY CEMENT SACKING. SPECIFICATIONS WALLS. DIMENSIONS, WITH FABRICATION TOLERANCES COMPLYING WITH REFERENCE THIS SECTION. STANDARDS. IN CASE OF FABRICATING ERRORS, DO NOT REBEND OR 2. MIXING: IN ACCORD WITH ASTM C94, UNLESS OTHERWISE SPECIFIED. H. NAILS, SPIKES, LAG BOLTS, THROUGH BOLTS, ANCHORAGES: SIZED AS STRAIGHTEN REINFORCEMENT IN A MANNER THAT WILL INJURE OR WEAKEN 3. MIXING TIME: AT LEAST FIVE MINUTES AFTER ALL WATER IS ADDED REQUIRED; OF STRENGTH AND CHARACTER TO MAINTAIN FORMWORK IN PLACE THE MATERIAL. TO MIXTURE WITH NOT LESS THAN ONE MINUTE OF WHICH IS WHILE PLACING CONCRETE. IMMEDIATELY PRIOR TO DISCHARGE AT JOB. K. CLEAN REINFORCEMENT TC REMOVE LOOSE RUST, MILL SCALE, AND OTHER 4. FINAL POSITION: PLACE TRANSIT MIXED CONCRETE IN FINAL I. STUDS AND WAL.IS: SOUND, STRAIGHT DOUGLAS FIR NOT LES`- THAN 2" X 4", MATERIALS WHICH REDUCE BOND WITH CONCRETE. POSITION, SUPPORT, AND POSITION WITHIN 1-112 HOURS AFTER WATER IS FIRST ADDED TO THE SECURE REINFORCEMENT AGAINST DISPLACEMENT BY FORMWORK, BATCH, AND AT THE TIME OF PLACING, THE CONCRETE SHALL BE IN SCALE AS SHOWN CONSTRUCTION, OR CONCRETE PLACEMENT OPERATIONS SUCH CONDITION THAT IT WILL FLOW READILY INTO POSITION. PROJECT "0. $042 5. CERTIFICATION: TRANSIT MIXED CONCRETE SUPPLIER SHALL BE A CAM T sa2Ao2.gwG MANUFACTURER LICENSED BY THE GOVERNING MUNICIPALITY. A. THE MANUFACTURER OF TRANSIT MIXED CONCRETE SHALL DRAM'q NO. DELIVER TO THE CONTRACTOR AT THE PROJECT SITE A DELIVERY I TICKET WITH EACH MIXER TRUCK. B. -THESE DELIVE=RY TICKETS SHALL SPF CIFY TYPE OF CONCRETE AND WEIGHT OF MATERIALS AS NOTED IN MIX DESIGN AND SHALL. BE A0w2 PaCliic H'nry, 15660 Ste. A 4 SI„NED BY A STATE LICENSED WEIGHMASTER. BLIP 96.045B,MEG 96-027: 20133 t I If this notice appears clearer Ili,in the document, the document is of ma rgimal q ial.;y. 14 ,�,) `let a��l�lum- 1�1�1JIlI�I�I;! f�IIIIII IIIOWN 1w A �T24X C D '�illiill�liii�iui (!IIITMil►lii�11Ii11N �1 i1�f � i�1t111111111IIIlIIIIIIIIIlIIIIIIIIIlIIIIIIIIIlIIIIIIIIIlIIIiIIIIIIniillillllili�liiililll�lllii�Illllilllllllllnlllnlllilll IIIIlIIII Illtlllllllllllltll (III�II1111III�11111piit ,V,a .. 1nII�11I ,, - �• •••-- L E S T E R �B.- 1. SPECIFICATION 2. SPECIFICATION 3. SPECIFICATION 4. SPECIFICATION � 1 03300 CAST-IN-PEACE CONCRETE (CONTINUED) 2. PRESERVATIVE TREATMENT: FOR LUMBER IN CONTACT WITH CONCRETE P. FLOOR SHEATHING: PLYWOOD OF THICKNF_SS AND NAILING SHOWN. F. WOOD PARTICLEBOARD: T 0 M U SLABS ON GRADE, PROVIDE LUMBER TREATED WITH WATER-BORNE INSTALL WITH THE FACE GRAIN ACROSS SUPPORTS, END JOISTS STAGGERED I INDUSTRIAL GRADE,- ANSI 1-M-3, MINIMUM 4; PSF DENSITY, FOR G. LOPE CONCRETE FLOORS OR SLABS AT DRAINS, RAMPS AND SIMILAR PRESERVATIVES MEETING AWPA LP-2; KILN DRY TO MAXIMUM 15% AND CENTERED OVER SUPPORTS. PROVIDE SOLID BLOCKING UNDER PLYWOOD PLASTIC LAMINATE f INISH; SANDED =ACES. LOCATIONS AS NOTED. THE THICKNESS OF ALL OTHER CONCRETE FLOORS MOISTURE CONTENT AFTER TREATMENT. EDGES WHERE INDICATED. PLYWOOD SHEETS FOR FLOOR SHALL BE SECURED 2. FIRE RETARDANT TREATED WHERE REQUIRED BY "ODE. WILLAMETTE ;. SHALL BE VARIED AS REQUIRED TO COMPENSATE FOR DEFLECTION, OR 3. DIMENSIONS: IN PLACE WITH ELASTOMERIC ADHESIVE WHICH SHALL BE APPLIED AT ALL INDUSTRIES, ALBANY,I OREGON (503) 929-3341, UR EQUAL.FRAMING AND GRADE TOLERANCES; PROVIDED THAT CONCRETE FLOORS OVER A. SPECIFIED LUMBER DLNENSIONS ARE NOMINAL. BEAMS, JOISTS AND PERIMETER SUPPORTS AND AT ALL PANEL EDGES, IN A. DURAFLAKE FR FOR PLASTIC LAMINATE AND WOOD VENEER METAL DECK SHALL BE NOT LESS THAN THE THICKNESS SHOWN ON B. ACTUAL DIMENSIONS CONFORM TO INDUS TRY STANDARDS ADDITION TO NAILING. FINISHES. ARCHITECT STRUCTURAL DRAWINGS; WITH FLOORS CONFORMING TO THE FOLLOWING ESTABLISHED BY THE ANIFRICAN LUMBER STANDARDS COMMITTEE AND B. "DURACOAT FR" FOR PAINTED AND OPAQUE LACQUER FINISHES. ` - TOLERANCES: THE RULES WRITING AGENCIES. Q. PROVIDE RAFTERS JOISTS, AND PURLINS AS SHOWN; PLACE WITH 47 5 S A N S U M E I. AFTER PLACEMENT AND CURING OF CONCRETE FLOOR SLABS OVER METAL 4. MOISTURE CONTENT: 19% MAXIMUM AT TIME OF PERMANENT CLOSING CROWNING EDGE UP. FRAME FOR VENTS AND OPENINGS AS SHOWN OR G. TRANSPAREMT FINISHI_D CASEWORK: DECK AND THE REMOVAL- OF SHORING, IF ANY, BUT PRIOR TO ERECTION IN OF BUILDING FOR LUMBER 2" OR LESS NOMINAL THICKNESS. FOR REQUIRED. CONFORM TO THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE. 1. PREMIUM GhA E PER REFERFNCED STANDARDS, TYPE 11 SINGLE LENGTH S u I T i` 5 I o OF PARTITIONS, CEILINGS, OR SIMILAR DEAD LOADS, THE HIGH TO LOW LUMBER OF GREATER THICKNESS CONFOPM TO PS--20 REQUIREMENTS. SPECIFIED: SECTIONS, S A N H A N C I S C o VARIATION IN THE LEVEL OF THE CONCRETE FLOOR FINISH SHALL NOT 5. SURFACING: SURFACE FOUR SIDES (S4S), UNLESS SPECIFIED 1. BRIDGING: PROVIDE 2" SOLID WOOD BLOCKING, CUT IN BETWEEN 2- CONSTRUCTION STYLE AS INDICATED ON DRAWINGS. EXCEED 3 4" WITHIN ANY APPROXIMATE 5,000 S.F. AREA OF ANY OTHERWISE. „ JOISTS FOR SAME DEPTH AS JOISTS. METAL CROSS BRIDGING MAY BE 3. VENEER: AS SELECTED BY ARCHITECT, WITH UNIFORM APPEARANCE c A I F i} R N I A 9 4 I i i j PORTION OF A FLOOR. 6. GRADES FOR FRAMING LUMBER, 2 TO 4 THICK, 2 TO 4 NOE USED FOR CROSSRIDGING SPACING SAME AS WO ' B UD BRIDGING. AND CONSISTENT GRAIN CHARACTER. t L 4 I s - sea - 0 5 0 0 2. SUCH VARIATION IS NOT STATED HEREIN AS TNF ACCEPTABLE DOUGLAS FIR: 2. ROOF SHEATHING: PROVIDE PLYWOOD ROOF SHEATHING OF THICKNESS A. MINIMUM -THICKNESS 0.028 INCHES. RECOMMENDATION BUT AS THE ABSOLUTE MAXIMUM WHICH WILL BE A. LIGHT FRAMING , l a 15 sea c ; o a AND NAILING SHOWN. INSTALL PANELS NTH CLOSE JOINTS AND NAIL B. VENEER MANUFACTURERS MAXIMUM STANDARD THICKNESS FOR PERMITTED. THE AREA STATED HEREIN IS BASED UPON !HE SHAPE OF A 1) GENERAL FRAMING: STANDARD OR BETTER, AT EACH SUPPORT AS INDICATED. PROVIDE CANT STRIPS AND SADDLES EACH SPECIES REQUIRED.RECTANGLE OF A LENGTH TO WIDTH RATIO OF APPROXIMATELY 2: 1 OR 2 PLATES, BLOCKING, BRACING, AND NAILFRS: STANDARD WHERE SHOWN OR NECESSARY TO PITCH WATER TO DRAIN OUTLETS. C. WOOD VENEERS: AS INDICATED; MATCH ARCHITECT'S CONTROL SIMILAR IRREGULAR SHAPES. GRADE. A. PLYWOOD JOINTS: WHERE SHOWN, PROVIDE SOLID BLOCKING SAMPLE. SELECTED TO BE FREE FROM SAPWOOD, STREAKS, 3. FLOOR LEVELS SHALL. BE PROVEN BY NOT LESS THAN 35 GRADES PER B. BLOCKING: FOR JOINTS NOT LOCATED ON SUPPORTS. IN LIEU OF SOLID HEARTWOOD, POTS AND MARKS. r SUCH 5,000 S.F. OF FLOOR AREA, AS RECORDED BY THE INSTRUMENT 1 LOADBEARING: N0. 1 GRADE.. BLOCKING, USE „PLYCREAT,.�„, C-C EXTERIOR, 3/4„ 2 BY -a/8„ D. VENEER LAYOUT: BOOKMAICHED UNLESS OTHERWISE NOTED. READINGS OF AN INDEPENDENT LICENSED SURVEYOR, W1 !H SUCH (;RADE 2) NON-LOADBEARING: STUD GRADE. SIZE, EACH BUNDLE OF CLEATS GRADE STAMPED BY AN APPROVED LOCATIONS SUBJECT TO REVIEW BY THE ARCHITECT. C. STRUCTURAL LIGHT FRAMING 2" TO 4" THICK, 2" TO 4" -TESTING AGENCY. SPAN CLEATS BETWEEN THE FRAMING MEMBERS H. PLASTIC LAMINATE FINISHED CASEWORK: 4. THE FOREGOING LEVEL. TOLERANCE SHALL ALSO APPLY TO CONCRETE WIDE: N0. 1 GRADE. WITH MAXIMUM 1/4" CLEARANCE AT ENDS. FASTEN CLEATS TO EACH 1. CUSTOM GRADE PER REFERENCED STANDARDS, TYPE 11. FLOORS OR SLABS ON GRADE, D. BACKBOARDS FOR MECHANICAL, ELECTRICAL, AND OTHER SHEET OF PLYWOOD WITH #10 BY 1 -- 1/4" FIAT HEAD WOOD SCREWS 2. CONSTRUCTION STYLE A, FLUSH OVERLAY TYPE, UNLESS OTHERWISE 5 THE VARIATION IN FLATNESS FOR ALL CONCRETE FLOOR FINISHES MISCELLANEOUS EQUIPMENT: SPACED THE SAME AS INDICATED HALL SPACING. ADD TWO EXTRA INDICATED ON THE DRAWINGS. Q SHALL NOT EXCEED 1/4" IN 10 AND SHALL NOT BE DEEMED TO BE 1) GENERAL: PROVIDE BACKBOARDS WHEREVER REQUIRED BY NAILS AT EDGES OF PLYWOOD ON SUPPORTS, SPACED NOT OVER ?_" 3. EDGES HARDWOOD. }-- ACCUMULATIVE. THE WORK OF OTHER TRADES. APART, WITH BALANCE OF EDGE AND FIELD NAILING AS INDICATED. 4. VENEER: WILSONART WINEBERRY D15-6. -' 2) PLYWOOD: STRUCTURAL. 1 GRADE.i B. METAL JOINT CLIPS: PROVIDE H-SHAPED GALVANIZED METAL A. HORIZONTAL SURFACES: GENERAL PURPOSE TYPE, PL NEMA V. INTEGRAL SMOOTH STEEL TROWELED FINISH: USE THIS FINISH ON CLIPS MIDWAY BETWEEN FRAMING MEMBERS AT UNSUPPORTED EDGES OF LD-3 NOMINAL .050" THICK. .O K SURFACES WHICH HAVE NO OTHER SPECIFIC FINISH SPECIFIED. E. SHEAR PANELS: ORIENTED STRAND BOARD: CONFORMING TO PRP-10$ PLYWOOD WHERE MEMBERS ARE SPACED AT 24" CENTERS, CHAMPION B. VERTICAL SURFACES: VERTICAL SURFACE TYPE,PL NEMA LD-3, 1. AFTER THE CONCRETE HAS HARDENED SUFFICIENTLY TO PREVENT GRADE MARKED, APA RATED SHEATHING, ROOF SHEATHING SHALL BE RATED "PL.YCLIPS" SIMPSON "PANEL CLIPS" OR EQUAL. NOMINAL 0.032" THICK. N DRAWING MOISTURE AND FINE AGGREGATE TO THE SURFACE, PERFORM 32/16 AND FLOOR SHEATHING SHALL BE RATED 40/20. MATERIAL USED FOR C. BASE: SPECIFIC PURPOSE TYPE, PL NEMA L.D--3, NOMINAL � FINISH TROWELING IN TIKO OPERATIONS, AVOID EXCESSIVE TROWELING. ROOF SHEATHING SHALL. BE ACCEPTABLE TO MANUFACTURER OF SPECIFIED 0.125" THICK. cy N ' 2.. PERFORM FIRST TROWELING IMMEDIATELY AFTER POWER FLOATING OR ROOFING MATERIAL, 06400 ARCHITECTURAL WOODWORK D. BACKING SHEET: HIGH-PRESSURE PAPER-BASF LAMINATE o EN SUFFICIENTLY HARD, USING A POWER ROTARY TROWEL_. WHWITHOUT A. DECORATIVE FINISH; MINIMUM 0.020" THICK. 0 CC 3. DO NOT USE CEMENT OR A MIXTURE OF CEMENT AND SAND SPREAD ON F. ROUGH HARDWARE: SIMPSON, UNIVERSAL OR EQUAL, A. SECTION INCLUDES: E. CABINET LINER: LOW-PRESSURE POLYESTER OVERLAY; MINIMUM �- THE SURi-ACE TO ABSORB EXCESS WATER AND DO NOT ADD WATER TO 1. BOLTS: FS FF-8-575 AND FS FF-B-584. 1. SHOP FABRICATED CABINE-T►!;ORK, ARCHITECTURAL WOODWORK, 0.020" THICK. AT CONTRACTOR'S OPTION USE KURTRUN ACRYLIC FACILITATE TROWELING. 2. NUTS: FS FF-N-836. INCLUDING ITEMS SUCH AS HARDWARE AND ACCESSORIES SHOP COATED PANCLS AS MANUFACTURED BY WILLAMETTE INDUSTRIES OR - V 4. AFTER CONCRETE IS SO HARD THAT MORTAR DOES NOT ACCUMULATE ON 3. LAG SCREWS AND BOLTS- FS FF--B-561. FINISHES, WOOD BASE, WOOD VENEER PANELING, PLASTIC LAMINATE EQUAL-. COLOR AS SELECTED BY ARCHITECT. THE TROWEL, PERFORM FINAL TROWELING. 4. WOOD SCREWS: FS FF-F-111. WORK AND WOOD MOLDINGS. 5. INTERIOR OF CABINET DOORS: CABINET LINER; MINIMUM 0.020" CC 5, TROWEL SURFACE UNTIL THERE IS A DISTINCT RINGING SOUND UNDER 5. NAILS: FS FF-N--105. THICK. COLOR AS SELECTED BY ARCHITECT. 1 � 1 0 THE TROWEL ,ND UNTIL FINISHED TO A SMOG I N, HARD, BURNISHED 6. JOIST HANGERS: 18 GA. ZINC COATED STEEL . B. REFERENCE STANDARDS: Y•, SURFACE. 7. EXPANSION SHIELDS: FS FF-B-561. 1. FOR WORK OUTSIDE CALIFORNIA: REFERENCE SPECIFICATIONS AND 1. WOOD MOLDINGS- Z Q„ b- 6. CURING: USE CURING AND HARDENING COMPOUND. STANDARDS: COMPLY WITH THE RECOMMENDATIONS OF THE 1. HARDWOOD, THICKNESS AS NOTED ON DRAWINGS, SMOOTH FACE. G. ADHESIVES: EL.ASTOMERIC ADHESIVE CONFORMING TO AMERICAN PLYWOOD ARCHITECTURAL WOODWORK INSTITUTE (AWT) "ARCHITECTURAL WOODWORK 2. PROFILES AS INDICATED ON DRAW�;�S, W. BROOMED FINISH: USE FOR CONCRETE STOOPS, EXTERIOR SLABS UNLESS ASSOCIATION SPECIFICATION AFG-01 FOR "APA GLUED FLOOR SYSTEM". QUALITY STANDARDS", UNLESS OTHERWISE SPECIFIED IN THIS SECTION. 3. SPECIES: MATCHING VENEERS. co 0) OTHERWISE NOTED, SURFACES TO RECEIVE ELASTOMERIC WATERPROOFING IN CASE OF CONFLICT, COMPLY WITH THE MOST STRINGENT. 4. PREMIUM GRADE PER REFERENCED STANDARDS. •. AND OTHER INDICATED AREAS: H. STOCK FRAMING CONNECTORS: BY "SIMPSON", "NEWTON", "TIMFAST", 2. FOR WORK IN CALIFORNIA: REFERENCE SPECIFICATIONS AND = 0© i 1. AFTER POWER FLOATING, DRAW BROOM ACROSS T!iL SURFACE AT RIGHT "TECO", OR EQUAL, TYPES SHOWN OR REQUIRED, GALVANIZED, NAILS STANDARDS: WOODWORK INSTITUTE OF CALIFORNIA (WIC) "MANUAL_ OF J. STONE COUN TERTOPS: 'q ANGLETO FLOW OF TRAFFIC PRODUCING A UNIFORM SKID-RESISTANT FURNISHED BY MANUFACTURER OF ANCHORS USED. FULLY DRIVE NAILS IN MILLWORK" AND THE .ARCHITECTURAL WOODWORK INSTITUTE (AWT) FINISH 1. GRANITE 3 4" THICKNESS WITH CHERRY BORDER; GRANITE TO MATCH SURFACE. ALL HOLES IN ANCHORS. IF OTHER THAN SIMPSON CONNECTORS ARE SYSTEM UNLESS OTHERWISE SPECIFIED IN THIS SECTION. IID CASE OF ARCHITECT'S CONTROL SAMPLE. POLISH AND EASE ALL EDGES. SEAL � Lo 2. FOR FINE BROOM FINISH, USE A FINE BROOM, LEAVING DEPRESSIONS PROPOSED FOR USE, SUBMIT CODE APPROVAL CATALOG DATA WITH PROPOSED CONFLICT, COMPLY WITH THE MOST STRINGENT GRANITE WITH AQUA MIX SEALER. a AS REQUIRED TO BREAK THE FILM OF THE CEMENT FINISH, FOR LIGHT SUBSTITUTIONS CIRCLED. 3. BEFORE DELIVERY TO THE JOBSITE, PROVIDE AM OR WIC COMPLIANCE 2. P,ASTIC LAMINATE AS SPECIFIED ON BACK COUNTERS, UNLESS BROOM FINISH, USE A FIBER BROOM, LEAVING DEPRESSIONS CERTIFICATE INDICATING GRADE OF MILLWORK PRODUCTS TO BE OTHERWISE NOTED. Z APPROXIMATELY 1/16" DEEP. FOR HEAVY BROOM FINISH, USE A COARSE I. FABRICATE, SIZE, INSTALL, CONNECT AND FASTEN, BORE, NOTCH, AND FURNISHED AND CERTIFY AM REQUIREMENTS FOR SPECIFIED GRADES BROOM LEAVING DEPRESSIONS APPROXIMATELY 1/8" DEEP. CUT WOOD AND PLYWOOD FRAMING WITH JOINTS TRUE, TIGHT, AND WELL WILL BE MET. K. ADHESIVE: CONTACT TYPE, FS MM-A-130; AS RECOMMENDED BY 3. THE TIMING AND APPLICATION OF BROOMING SHALL BE SUCH AS TO NAILED, SCREWED, OR BOLTED AS REQUIRED, ALL MEMBERS WITH SOLID 4. AT SUBSTANTIAL COMPLETION OF THE PROJECT PROVIDE, FOR THE REFERENCED STANDARDS TO SUIT APPLICATION. PROVIDE NON-PIGMENTED PRODUCE AN ABSOLUTELY UNIFORM TEXTURE CORRESPONDING TO BEARING �OTHOUT BEING SHIMMED. SET HORIZONTAL MEMBERS SUBJECT TO ARCHITECTS REVIEW AN OR WIC CERTIFICATE THAT ALL WORK OF THIS ADHESIVE WITH SOLID-COLOR TYPE PLASTIC LAMINATES. COMPLY WITH ALL ARCHITECTS CONTROL SAMPLE. IF THE QUALITY OF WORKMANSHIP DOES BENDING 'WITH CROWN UP. INSTALL FRAMING PLUMB, SQUARE, TRUE, AND SECTION HAS BEEN FABRICATED AND INSTALLED IN ACCORDANCE WITH LOCAL STATE AND FEDERAL AIR QUALITY CONTROL REQUIREMENTS. 00 NOT COPf?IN(JE TO COMPLY, THEN NON-CONFORMING SURFACES SHALL BE CUT FOR FULL BEARING. SPLICES ARE NOT PERMITTED BETWEEN BEARINGS. THE REFERENCED STANDARDS.. lot REPLACED WITH ACCEPTABLE BROOMED TEXTURES OR THE ENTIRE WORK USE FULL LENGTHS EXCEPT AS DETAILED. THE NOTCHING, DRILLING, L. ANCHORS, NAILS AND SCREWS: IN ACCORDANCE WITH REFERENCED V LESTER B.TOM REPLACED WITH RUBBER ROTARY FLOAT FINISHES, ACCEPTABLE TO THE SPLICING, OR CUTTING OF ANY STRUCTURAL MEMBER IS NOT PERMITTED C. SHOP DRAWINGS: STANDARDS. SELECT MATERIAL, TYPE, S17.E ANG FINISH REQUIRED BY EACH 3668 I ARCHITECT, AT NO ADDITIONAL COST TO THE OWNER. WITHOUT PRIOR APPROVAL. REINFORCE Or'? REPLACE WOOD FRAMING MEMBERS 1. MATERIALS AND WOOD SPECIES COMPONENTS, PROFILES FA`aTFNING SUBSTRATE FOR SECURE ANCHORAGE; PROVIDE TOOTHED STEEL_ OR LEAD 4. CURING: USE LIQUID CURING MEMBRANE. DAMAGED BY ERRONEOUS CUTTING AS DIRECTED. PERFORM CUTTING FOR JOINTING DETAiLS, FINISHES, AND ACCESSORIES. EXPANSION BOLT SCREWS FOR DRILLED-IN-PLACE ANCHORS. OTHER TRADES UNDER DIRECTION OF TRADE INVOLVED. WHEREVER 2. STEEL BACKING PLATES OR WOOD BLOCKING LOCAI,ONS REQUIRED FOR SAN FRANCISCO,CA NECESSARY TO AVOID SPLITTING, SUB-DRILL FOR NAILS AND SCREWS WITH ANCHORING OR SUPPORTING WORK IN THIS SECTION. M. IF REQUIRED BY CODE COMPLY WITH CLASS I FIRE RATING WHEN TESTED ( 06100 ROUGH CARPENTRY DIAMETER OF HOLE SMALLER THAN THAT OF NAILS OR SCREWS. 3. LOCATIONS OF HARDWARE. IN ACCORDANCE WITH ASTM E84. 4.. PROVIDE WIC CERTIFIED COMPLIANCE LABEL ON SHOP DRAWINGS FOR OF Opti A. SECTION INCLUDES: J. BACKBOARDS FOR EQUIPMENT: INSTALL AS RECOMMENDED BY AMERICAN WORK IN CALIFORNIA. N. PROVIDE HARDWARE ITEMS AS REQUIRED FOR A COMPLETE INSTALLATION. 1. ROUGH CONSTRUCTION WOOD AND PLYWOOD FRAMING. PLYWOOD ASSOCIATION (APA) FOR TYPES r-)F SUBSTRATES INVOLVED IN THE 5. PROVIDE INFORMATION REGARDING VENEERS BY FLITCH, BUNDLE, AND PROVIDE TYPES AS LISTED IN THE REFERENCED STANDARDS, BUT NO LESS 2. WOOD BLOCKING, GROUNDS, BACKING, STRIPPING, CANTS, AND WORK. SEQUENCE NUMBER; SHOW VENEERS FOP EACH ITEM. THAN THE FOLLOWING TYPES: NO DATE mmm NAILERS AS INDICATED, SPECIFIED TO BE FURNISHED UNDER OTHER 6. INDICATE ALL ITEMS FROM OTHER TRADES THAT AFFECT MILLWORK, 1. DRAWER SLIDES FOR CUSTOM GRADE CABINETRY: .s JUL 96 PERMIT i SECTIONS. K. USE NAILS OR SPIKES OF SUCH LENGTHS THAT PENETRATION INTO SECOND INCLUDING BUT NOT LIMITED TO HARDWARE SUPPLIED BY OTHERS, A. UP TO 24" WIDE: ACCURIDE 3832A. 3. WOOD PRESERVATIVE AND FIRE RETARDANT TREATMENTS. PIECE OF WOOD IS NOT LESS THAN UNE-HALF NAIL OR SPIKE LENGTH, ELECTRICAL DEVICES, HVAC DEVICES, '-LUMBING DEVICES, FIRE B. UP TO 30" WIDE: ACCURIDE 4034 OVERTRAVEL OR 403.3 EQUAL 4. BACKBOARDS FOR EQUIPMENT. EXCEPT 16D NAILS MAY CONNECT PILCES OF 2" NOMINAL THICKNESS. SET ALARMS, HORNS, STROBES, GLASS, MIRRORS, STONE INLAYS, STONE TRAVEL. NAILS NO CLOSER TOGETHER THAN 1/2 NAIL LENGTH, NUR CLOSER TO WOOD COUNTERTOPS, LEATHER AND FABPIP. NLAYS, TACKABLE AND ACOUSTIC C. MORE THAN 30" WIDE: ACCURIDE 3640. B. REQUIREMENTS OF' REGULATORY AGENCIES: CONFORM TO CODE FOR EDGES THAN 1PLI4 THE NAIL. LENGTH. SUB DRILL HOLES WHERE NECESSARY PANELS, ETC. 2. MUTES: RUBBER, APPROXIMATELY 1/4" DIAMETER, COLOR 10 MATCH CONSTRUCTION, NAILING, AND CONNECTIONS EXCEPT AS EXCEEDED BY TO PREVENT STTING. DEMONSTRATE SATISFACTORY INSTALLATION OF ADJACENT FINISH. REQUIREMENTS ON DRAWINGS OR SPECIFIED. MACHINE NAILING AT THE SITE AND OBTAIN APPROVAL BEFORE USING D. STORE INDOORS, IN VENTILATED AREAS WITH CONSTANT BUT MINIMUM 3. PLASTIC GROMMETS: DOUG MOCKETT, COLOR AS SELECTED BY j MACHINE APPLIED NAILS; SUCH APPROVAL IS SUBJECT TO CONTINUED TEMPERATURE OF 60' F AND MAXIMUM RELATIVE HUMIDITY OF 25% TO 55%. ARCHITECT. C. CODES AND STANDARDS: COMPLY WITH REQUIREMENTS OF THE FOLLOW..NG SATISFACTORY PERFORMANCE. AT LEAST SEVEN DAYS PRIOR TO INSTALLATION AND DURING INSTALLATION, 4. ADJUSTABLE SHELVES WITH CL.iPS: ADJUSTABLE SHELF SUPPORTS CODES AND STANDARDS: MAINTAIN 70' F AND RELATIVE HUMIDITY OF 50% TO 55%. MOISTURE (EDP TYPE, UNLESS OTHERWISE NOTED) SET IN 5 MM HOLES SPACED 32 - 1. NFPA (NATIONAL FOREST PRODUCT ASSOCIATION): NATIONAL DESIGN L. PROVIDE WOOD JOISTS AS INDICATED, LAID WITH CROWNING EDGE UP AND CONTENT OF LUMBER AND PLYWOOD (AT TIME OF INSTALLATION): IN MM ON CENTER: SPECIFICATION FOR STRESS-GRADE LUMBER AND ITS FASTENINGS. MINIMUM 3-1/2" END BEARING UNLESS OTHERWISE SHOWN. CONFORM FLOOR ACCORDANCE WITH REQUIREMENTS OF REFERENCED STANDARDS AS APPLICABLE A. HAFELE AMERICA, CO., NO. 282.04.711, 2. PS 20 (U.S. DEPARTMENT OF COMMERCE): AMERICAN SOFTWOOD FRAMING TO THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE INDICATED. TO GEOGRAPHIC LOCATION OF PROJECT; THE MUST RESTRICTIVE B, HAFELE AMERICA, CO., NO. 282.24.13. �- -- LUMBER. REQUIREMENTS SHALL APPLY. 5. CABINET HINGES: CONCEALED TYPE, MINIMUM 170 DEGREE OPENING, - 3. PS 1-74 (U,S. DEPARTMENT OF COMMERCE): PLYWOOD. M. BRIDGING AND BLOCKING: PROVIDE NOMINAL 2" THICK SOLID BLOCKING SELF-CLOSING: 4. AWPA (AMERICAN WOOD PRESERVERS ASSOCIATION) C20 - STRUCTURAL OF SAME DEPTH AS JOISTS, CUT IN BETWEEN JOISTS AT WALLS AND E. LUMBER AND PLYWOOD: A. HAFELE AMERICA, CO., NO. 326.05. - ' LUMBER FIRE RETARDAN-1 1REATMENT BY PRESSURE PROCESS. PARTITIONS, PROVIDE NOMINAL 2" THICK SOLID OR CROSS BRIDGING 1. GRADED IN ACCORDANCE WITH REFERENCED STANDARD r'-OR QUALITY B. JULIUS BLUM, INC., NO. 871650. DRAWM TME BETWEEN THC JOISTS Nl- -_.RE SPANS ARE OVER 8', INTERVAL BETWEEN ROWS ASSURANCE; THICKNESSES AS SPECIFIED HEREIN AND SHOWN ON C. MEPLA, NO. MD61-253-100. D. LUMBER: OF BRIDGING NOT OVER 10 . METAL_ CROSS BRIDGING MAY BE PROVIDED IN DRAWINGS. PROVIDE MARINE PLYWOOD SUBSTRATE FOR PLASTIC LAMINATE 6. CABINET DOOR AND DRAWER PULLS: WIRE PULLS; 4" POLISHED 1, FIRE RETARDANT TREAIMFNT- PRESSURE: IMPREGNATE LUMBER AND LIEU OF WOOD BRIDGING. DO NOT NAIL_ THE BOTTOM LEG OF CROSS COUNTERS IN WET AREAS. BRASS: ' PLYWOOD WITH FIRE-RETARDANT CHEMICALS TO COMPLY WITH AWPA C20 BRIDGING UNTIL FLOOR SHEATHING IS INSTALLED AND FULLY NAILED. 2. FIRE TREATED MATERIAL: A. BALDWIN. AND C27, RESPECTIVELY, FOR TREATMENT -TYPE INDICATED; IDENTIFY A. FIRE-RETARDANT TREATED CORE WITH FLAME SPREAD RATING OF B. STANLEY HARDWARE. "FIRE-RE TARDANT-- TREATED WOOD" WITH APPROPRIATE CLASSIFICATION N. SPACING: SPACE WOOD JOISTS AS INDICATED AND PROVIDE PROPER MAXIMUM 25 (ASTM E84 SPECIFICATIONS 1 ' SHELVING STANDARDS AND BRACKETS: MARKING OF UNDERWRITERS LABORATORIES, INC., U.S. TESTING, CLEARANCE FOR PLUMBING, HEATING, OR OTHER PIPING RUNS PARALLEL. TO B. FIRE: RETARDANT SHALL NOT CAUSE STAINS IN FINISHED A. STANDARDS- KNAPE AND VOGT 87ANO EXTRA HEAVY DUTY 81-187 TIMBER PRODUCTS INSPECTION, INC. OR OTHER TESTING AND JOISTS, PROVIDE DOUBLE JOISTS UNDER THE PARTITION, SPA'C'E TO PASS SYSTEM. SERIES; 24", 36", 48", 60", 72. , 84", 96", 144 LENGTHS. INSPECTING AGENCY ACCEPTABLE= TO AUTHORITIES HAVING PIPING, AND INSTALL 2" SOLID BRIDGING BETWEEN THESE JOISTS AT 3. SPECIES FOR TRANSPARENT FINISH: B. BRACKETS: KNAPE AND VOGT 186LL ANO FOR 8" AND 10" DEEP JURISDICTION. MAXIMUM 4' CENTERS. A. PREMIUM GRADE PER REFERENCED STANDARDS. F,NISH SHALL SHELVES, 187LL AND FOR 12" TO 24" DEEP SHELVES. MATCH ARCHITECT'S CONTROL SAMPLE, WITH CONTINUII Y OF GRAIN 8. METAL EDGE GUARDS: 18 GAGE GALVANIZED AND PAINTED SHEET 0. HEADER, TAIL_ AND TRIMMER JOISTS: UNLESS OTHERWISE SHOWN, CHARACTERISTICS. METAL. PROVIDE DOUBLED HEADER JOISTS AND SINGLE TAIL JOISTS INSTALLED B. SPECIES AND CUT AS NOTED ON DRAWINGS. -- F- --- - WITH JOIST HANGERS, AND DOUBLED TRIMMER JOISTS WHERE SUPPORTING C. ANILINE DYED VENEER: DYED BY VENEER SUPPLIER. 8C `-_ AS SHOWN +I HEAD JOISTS. 4. SPECIES FOR PLASTIC LAMINATE FINISH: PROJKT No. �0�2 A. CUSTOM GRADE PER REFERENCED STANDARDS. FINISH SHALL Coo !'LE NAME 6042An3 DWG MATCH ARCHITECT'S CONTROL SAMPLE. --- IJRAWFM NO. Pacific Hwy, 15660 Ste.A-4 AO , 3 ©UP 96 0458, MEG 96-0272 3 of 33 �.''^ th1LYIIle�K_ If this flolice alrl►ears clew ret. Illml (Ile document, the dornment is of marginal qm?,.,y. IIlly1l{I1I11 11i{tilift It 1{1}I{1{I{i{i I 24XI:{1�1�1{I{I{i{i I�I(I�I�I�I�I 1 fi�1jl�l�l{ISI h(lil�l�i(I{I(1 I I {I{I{l�i�l�l �IjI{I i �I{I�I�Iji{�� INC" mum�!PH _ '11rl�lllllllll�llll illI�IL1!11►t�1111 f �iili�lilr'H�III�IIU�III1 ILII{!IIIIIIII�IIII!IIII�IIIIIIIII�II�IIItI�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IiIITIiIII�IIIIIIIII�IIIII�III�IIlllllli{ILII ILII{111;!IIN{Itt1hl��li 111�IINItiTi�it �'h�ff Ill{Lr1r! I -- -- - -- L E SV T E R -g 1 1. SPECIFICATION 2. SPECIFICATION 3. SPECIFICATION 4. SPECIFICATION i 06400 ARCHITECTURAL WOODWORK (CONTINUED) 07200 THERMAL AND ACOUSTICAL INSULATION G. FIRESTOPPING SYSTEMS SHALL BE CAPABLE OF MAINTAINING AN E. FOR ACOUSTICAL SEALANT, COORDINATE WITH REQUIREMENTS OF GYPSUM T 0 M EFFECTIVE BARRIER AGAINST FLAME, SMOKE AND GASES IN COMPLIANCE BOARD SYSTEMS SECTION; NON--HARDENING POLYSULPHIDE OR ELASTIC WATER- A. FABRICATE CABINETWORK AND ARCHITECTURAL WOODWORK ITEMS IN A. SECTION INCLUDES: THERMAL BUILDING INSULATION. WITH THE REQUIREMENTS OF ASTM E-814 AND UL 1479. BASE SEALANT: ACCORDANCE WITH RECOMMENDATIONS OF THE REFERENCED STANDARDS FOR 1. INMONT COMPANY "PRESTITE 579.64". EACH GRAGE_ INDICATED. B. FIRE PERFORMANCE CHARACTERISTICS: PROVIDE INSULATION MATERIALS H. ALL. FIRESTOP MATERIALS SHALL BE NON COMBUSTIBLE AS REQUIRED BY 2. TREMCO ACOUSTICAL SEALANT 1. TRANSPARENT FINISHED WORK: PREMIUM GRADE. WHICH ARE IDENTICAL TO THOSE W11OSE FIRE PERFORMANCE ASTM E•-136, 3. UNITED STATES GYPSUM ACOUSTICAL SEALANT. I 2. PLASTIC LAMINATE FINISHED WORK: CUSTOM GRADE. CHARACTERISTICS, AS LISTED FOR EACH MATERIAL OR ASSEMBLY OF WHICH 4. W.W. HENRY TYPE 313 ACOUSTICAL SEALANT. ARCHITECT INSULATION IS A PART, HAVE BEEN DETERMINED BY TESTING, PER METHODS I. MANUFACTURERS, SUBJECT TO MEETING ALL FIRESTOP SYSTEM - __j B. PLASTIC LAMINATE: INDICATED BELOW, BY UL OR OTHER TESTING AND INSPECTING AGENCY REQUIREMENTS OF THIS SPECIFiC,",TION, ARE: F. FOR EXPANSION JOINT SEALER FOR USE WHEN THE SEALER IS CONCEALED 4 7 5 S A N S -O- M E 1. APPLY FINISHING MATERIALS IN FULL UNINTERRUPTED SHEETS ACCEPTABLE TO AUTHORIIIES HAVING JURISDICTION. I. DOW CORNING CORPORAT1014, MIDLAND, MI 43686-0994, PHONE IN THE FINISHED WORK SUCH AS AT TELESCOPING JOINTS IN WINDOW CONSISTENT WITH MANUFACTURED SIZES, 1. SURFACE BURNING CHARACTERISTICS: ASTM E 84. 517)496-6000, FRAMES, GUTTERS, FASCIAS, GRAVEL STOPS, ETC., NON-DRYING BUTYL: S U I T E 5 1 0 . 2CORNERS AND .JOINTS SHALL BrE. HAIRLINE. SLIGHTLY BEVEL 2. FIRE RESISTANCE RATINGS: ASTM E 119. 2. 3M CONTRACTOR PRODUCTS, ST. PAUL, MINNESOTA 55144 1000. 1. PTI 707. S A N F R A N C I S C ARRISES. o 3. COMBUSTION CHARACTERISTICS: ASTM E 136. 3. UNITED STATES GYPSUM COMPANY, PHONE (800)964-4874. 2. TREMCO CURTAIN WALL SEALER. N I A , 4 1 1 I 3. WHERE APPLICABLE, LOCATE COUNTER BUTT JOINTS AT LEAST 2' FROM 4, CAFCO TP`)' FIRESTOP PRODUCTS, STANHOPE, N.J., PHONE (201)347- C A L I F o R CUT-OUTS. JGINI LOCAIIONS SHALL BE REVIEWED 8" THE ARCHITECT. C. MAXIMUM ALLOWABLE ASBESTOS CONTENT OF INORGANIC !NSULATIONS: 1200. G. FOR JOINTS IN PRECAST CONCRFTE, PREFINISHED METAL WALL PANELS; T L 4 1 5 - 9 a 4 0 5 0 0 4. CAP EXPOSED PLASTIC LAMINATE EDGES WITH kiATERIAL OF SAME PROVIDE INSULATIONS COMPOSED IF MINERAL FIBERS OR MINERAL ORES GLAZED ALUMINUM RIBBON WINDOWS, PUNCHED WINDOWS, WINDOW WALLS AND FINISH AND PATTERN, OR SPECIFIED TRIM AS DIRECTED OR INDICATED. WHICH CONTAIN 11"SS THAN 0.25% BY WEiGHT OF ASBESTOS OF' ANY TYPE OR J. CLEAN SURFACES TO RECEIVE FIRESTOPPING MATERIALS. REMOVE DIRT, ENTRANCES, AND OPENINGS IN EXTERIOR WALLS REQUIRED TO BE POINTED F x 4 1 5 9 A 4 0 5 0 4 ( MITER EDGES. MIXTURE OF TYPES OCCURRING NATURALLY AS IMPURITIES AS DETERMINED GREASE, OIL, LOOSE MATERIALS, RUST OR OTHER SUBSTANCES THAT MAY WITH SEALANT, USE DOW CORNING 790, 5. MECHANICALLY FASTEN BACKSPLASH TO COUNTF-RTOPS WITH STEEL BY POLARIZED LIGHT MICROSCOPY TEST PER APPENDIX A OF 40 CFR 763. AFFECT INSTALLATION OR THE FIRE RESISTANCE. FOLLOW THE BRACKETS AT 16" ON CENTER. MANUFACTURER'S INSTRUCTIONS AND GUIDELINES FOR ANY ADDITIONAL. H. FOR OTHER EXTERIOR AND INTERIOR HORIZONTAL OR VERTICAL 6. APPLY LAMINATE BACKING SHEET TO REVERSE SIDE OF PLASTIC D. WRITTEN INDEMNIFICATION, BY THE MANUFACTURER, TO THE OWNER AND SURFACE PREPARATION RECOMMENDED, PRIOR 10 INSTALLATION OF THE APPLICATION- LAMINATE FINISHED SURFACES. ARCHITECT, FOR FIBERGLASS AND GLASS WOOL FIBER PRODUCTS. FIRESTOP SYSTEM. 1. FOR POROUS OR NON-POROUS SURFACES WHEREIN THE SEALANT WILL ") 1 7. PLASTIC LAMINATE CABINET OASES.- SCRIBE PLASTIC ( AMINATE NOT BE COVERED BY PAINT: j I BASE TO FIT TIGHTLY AGAINST FLOOR FINISH. E. THERMAL AND ACOUSTICAL INSULATION: ASTM C665 INCOMBUSTIBLE K. FIRESTOP SYSTEMS: INSTALLATI(;;J SHALT_ BE IN ACCORDANCE WITH THE A. DOW CORNING 790 OR 79.5. 'd FIBERGLASS OR MINERAL FIBER, BATTS OR BLANKETS. MATERIAL SHALL BE APPROPRIATE MANUFACTURER'S INSTRUCTIONS; RECOMMENDATIONS AND B. GENERAL ELECTRIC SILPRUF. w � C. PRIME PAINT SURFACES TO BE IN CONTACT WITH CEMENT)TIOUS OF SUFFICIENT THICKNESS TO PROVIDE SPECIFIED INSULATION VALUE, DRAWINGS, SEAL. ALL HOLES OR VOIDS MADE BY PENETRATIONS TO ENSURE 2. FOR POROUS OR NON-POROUS SURFACES WHEREIN THE SEALANT WILL BE d MATERIAL, USING CLEAR MATERIAL ON MEMBERS HAVING TRANSPARENT 1. R-19 TYPE 11 BETWEEN WOOD STUDS IN EXTERIOR WALLS, KRAFT AN EFFECTIVE FIRE BARRIER. COVERED BY PAINT: 0 FINISHES. SEAL CONCEALED AND SEMI-CONCEALED WOOD SURFACES. BRUSH FACED. A. PECOFA AC20, ACRYLIC LATEX CAULK (INTERIOR ONLY). Q H APPLY ONLY, USING LACQUER OR VARNISH. 2. R-30 TYPE III CLASS A WITH FLAME SPREAD 01- 25 OR LESS AND I_. PROTECTION: PROTECT INSTALLED FIRESTOP SYSTEMS TO PREVENT B. SIKAFLEX 2C/NS. n SMOKE DEVELOPED RATING OF 50 OR LESS, BE'. WEEN AND OVER WOOD CONTACT WITH CONTAMINATING SUBSTANCES OR DAMAGE FROM OTHER TRADES. C. IREMCO ACRYLIC LATEX CAULK (INTERIOR ONLY). D. PROVIDE CUTOUTS FOR PLUMBING FIXTURES, INSERTS, APPLIANCES, FURRING, FOIL FACED. U) D. TREMCO DYMERIC. OUTLET BOXES, AND OTHER FIXTURES AND FITTINGS. 3. R-11 TYPE 1 BETWEEN STUDS AND ABOVE CEILING SYSTEMS FOR M. ALL FIRESTOP SYSTEMS, AFTER INSTALLATION, SHALL BE PROPERLY 3. FOR MILDEW-RESISTANT SEALANT AT CERAMIC WALL TILE, PLUMBING d' 1. VERIFY LOCATIONS OF CUTOUTS FROM ON-SITE DIMENSIONS. ACOUSTICAL INSULATION IN INTERIOR WALLS, UNFACED. IDENTIFIED. IDENTIFICATION SHALL OCCUR AT THE LOCATION WHERE THE FIXTURES, ETC: je }" N 1 2. PRIME PAINT CONTACT SURFACES OF CUTOUTS, USE CLEAR MATERIAL r FIRESTOP SYSTEM HAS BEEN INSTALLED. INSTALLATION SHALL INCLUDE: A. DOW CORNING 786. < 04 MEMBERS HAVING TRANSPARENT FINISH. F. MISCELLANEOUS MATERIALS: METAL CLIPS, ZINC COATED WIRFS, 1. IDENTIFY THE FIRESTOP SYSTEM THAT HAS BEEN INSTALLED WITH A B. GENERAL ELECTRIC 1702. ADHESIVES OR OTHER DEVICES FOR ANCHORING INSUI-ATION TO FRAMING PERMANENT SiGN INDICATING "RATED THROUGH-PENETRATION FIRESTOP L O W E. REVEALS CUT INTO HARDWOOD VENEERS: REVEALS 1/8" X 1/8 OR SHALL BE TYPES AS RECOMMENDED BY INSULATION MANUFACliJRC� OR AS SYSTEM - DO NOT DISTURB". I. FOR JOINTS IN GYPSUM WALLBOARD, WOOD AND i_AMINATf:D PLASTIC: 0 (� GREATER BACKED BY SOLID HARDWOOD, NO CORE MATERIALS EXPOSED. REQUIRED BY BUILDING G CODE. 2. INDICATE THE APPROPRIATE FIRESTOP SYSTEM REFERENCE NUMBER. 1. GENERAL ELECTRIC SILPRLIF. O F. WHERE TWO OR MORE WOOD TYPES ARE ADJACENT: TWO OR MORE, G. COMPLY WITH MANUFACTURER'S INSTRUCTIONS FOR PARTICULAR 2. DOW CORNING 795. y SEPARATE COLOR AND FINISHING PROCESSES MAY BE REQUIRED. WHERE CONDITIONS OF INSTALLATION IN EACH CASE. IF PRINTED INSTRUCTIONS 07410 FRP WALL PANELS J. FOR JOINTS IN INTERIOR HORIZONTAL_ 'SURFACES SUBJECTED TO FOOT � a SOLID LUMBER IS ADJACENT TO VENEER FACFS: COLOR AND CHARACTER ARE NOT AVAILABLE OR DO NOT APccPLY TO PROJECT CONDITIONS CONSULT TRAFFIC: 3: V- Q SHALL MATCH VENEER. VENEER FACES SHALL BE GLUE SPLICED; STITCHED MANUFACTURER'S TECHNICAL Rte°FSENTATIVE FOR SPECIFIC A. SECTION INCLUDES: 1. SONNEBORN "SONOLASTIC PAVING ,JOINT SEALANT". u FACES WILL NOT BE ACCEPTABLE. RECOMMENDATIONS BEFORE PROCEEDING WITH WORK. 1. FIBERGLASS REINFORCED PLASTIC WALL PANELS AND MOLDINGS ON 2. PECORA NR-200. W < 0 G. FINISHES SHALL CONFORM -TO ARCHITECT'S CONTROL SAMPLES. SHOP H. ALL WORKMANSHIP AND HANDLING SHALL BE IN ACCORDANCE WITH ALLWALLS IN FOOD PREPARATION AREAS. K. FOR JOINTS IN STONE COUNTERTOPS: z FINISH: APPLICABLE FEDERAL. AND STATE SAFETY STANDARDS, AND IN ACCORDANCE B. SUBMITTALS: SUBMIT 6" X 6" SAMPLES OF PANELS 1N COLOR SPECIFIED. 1. DOW CORNING 790. 1. TO MAXIMUM EXTENT POSSIBLE. WITH THE MANUFACTURER'S RECOMMENDATIONS FOR SAFE HANDLING. INCLUDE 6" LONG SAMPLES OF ALL MOLDINGS IN COLOR SPECIFIED. a) � 2. COORDINATE FIELD AND SHOP FINISHING TO ASSURE IDENTICALR L. COMPRESSIBLE JOINT FILLER: TAYLOR FOAM, OPEN CELL POLYETHYLENE, �• MATCH. I. FIT INSULATION SNUGLY BEFWEEN FRAMING. TAPE SEAL BUTT ENDS, C. REFERENCE STANDARDS: OR OTHER COMPATIBLE RESILIENT MATERIAL, RECOMMENDED BY THE SEALANT c0 3. REQUIRED FIELD FINISHING SHALL BE A PART OF THIS WORK. TEARS OR CUTS. MAINTAIN INTEGRITY OF INSULATION OVER ENTIRE AREA 1. FOR FIRE RETARDANT PANELS, COMPLY WITH ASTM E84; FLAME SPREAD MANUFACTURER FOR U E IN CONJUNCTION WITH THE SEALANT. 14 ' H. TRANSPARENT FINISH: TO BE INSULATED. INSULATE SMALL AREAS BETWEEN CLOSELY SPACED OF 15 OR LESS AND SMOKE GENERATED OF 295 OR LESS. 1. DO NOT USE JOINT f-ILLERS WHICH ARE SUBJECT TO DETERIORATION Q M '• I FRAMING MEMBERS. CARLFULLY CUI AND FIT INSULATION AROUND PIPES, THROUGH CONTACT NTH THE SEALANT OR REQUIRED PRIMERS. to 1. FINISH: AN PREMIUM QUALITY CLEAR FINISH WITH 1J.V. CONDUITS, AND OTHER OBSTRUCTIONS. DO NOT COMPRESS INSULATION IN D. PRODUCTS: v- INHIBITOR, AS REVIEWED AND ACCEPTED BY THE ARCHITECT. EXCESS OF 10%. 1. GLASTEEL TENESSEE, INC. OR APPROVED EQUAL: M. BOND-BREAKER TAPE: WRINKLED OR SMOOTH FACED MASKING TAPE, OR 0 A. FINISH: AN FINISH SYSTEM TR-1. A. 0.090 NOMINAL THICKNESS, TEXTURED ONE SIDE. OTHER ADHESIVE FACED TAPE PRODUCT WHICH IS ADAPTABLE TO z B. STAIN: COLOR TO MATCH ARCHITECT'S CONTROL SAMPLE. J. THERMAL INSULATION AT HORIZONTAL SURFACE: LAY OVER CEILING OR B. ACCESSORIES: ADHESIVES, PRIMERS AND COMPONENTS AS INSTALLATION IN THE BOTTOM OF A SOLID-BACKED JOINT FOR THE PURPOSE I C. EFFECT: FULL FILLED EFFECT. STRUCTURE SYSTEM WHERE NOTED. INSTALL BETWEEN FRAMING WITH REQUIRED FOR A COMPLETE INSTALLATION. OF BREAKING BOND BETWEEN THE SEALANT AND THE BACK OF THE JOINT. D. SHEEN: 30 DEGREE TO 45 DEGREE SEMI-GLOSS TO MATCH STAPLED FLANGES AT FACED MATERIALS. ATTACH TO UNDERSIDE OF ARCHITECT'S CONTROL_ SAMPLE. STRUCTURE WHERE NOTED, USING WIRES, CUPS, PINS, ETC., AS REQUIRED E. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN N. PRIMERS: AS RECOMMENDED BY THE SEALANT MANUFACTURER FOR USE IN TO ,",,SSLIRE INTEGRITY OF INSULATION BLANKET SYSTEM. RECOMMENDATIONS. PLACE TRIM OVER ALL PANEL EDGES. MINIMUM PANEL_ CONJUNCTION WITH THE SEALANT FOR APPLICATION ONTO THE VARIOUS 09,DApC I. SET AND SECURE CABINETWORK AND ARCHITECTURAL. WOODWORK ITEMS IN PLA WIDTH: 6 . TYPES OF MATERIALS TO WHICH THE SEALANT IS APPLIED. WHEN THE ^E, RIGID, PLUMB AND SQUARE, AND IN COMPLIANCE WITH THE MANUFACTURER'S INSTRUCTIONS MAKE REFERENCE TO USE OF PRIMERS OR REFEREE ICED STANDApDS. ATTACH ARCHITECTURAL WOODWORK SE(;URELY IN 07270 FIRESTOPPING F. PANELS SHALL BE UNIFORM TEXTURE AND COLOR. PANELS AND TRIMSSPECIAL SURFACE PREPARATIONS, COMPLY YVIT"H THESE INSTRUCTIONS. t� LESTER B.TOM (> aC -� ' PLACE WITH UNIFORM JOINTS PROVIDING FOP, THERMAL AND BUILDIN`- SHALL BE INSTALLED STRAIGHT, VERTICAL AND TRUE, WITH NO GAPS. 3668 MOVEMENTS. SECURE WORK TO GROUNDS, STRIPPING AND BLOCKING FILTH A. SECTION INCLUDES: TRIMS SHALL BE INSTALLED IN CONTINUOUS SECTIONS WITHOUT JOINTS, IN 0. CLEANERS, WHERE REQUIRED BY MANUFACTURER'S INSTRUCTIONS IN I_IEU • COUNTERSUNK, CONCEALED FASTENERS AND BLIND NAILING AS REQUIRED FOR 1. FIRESTOPPING ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES. LENGTHS AS LONG AS PRACTICAL. IF TRIM JOINTS ARE NECESSARY, OF PRIMERS, SHALL BE OF THE TYPE AND KIND RECOMMENDED BY THE COMPLETE INSTALLATION. PROVIDE MINIMUM LENGTHS OF 24" BETWEEN JOINTS. MANUFACTURER, SAN FRANCISCO.CA 1. SHIM AS REQUIRED, USING CONCEALED SHIMS. B. FIRESTOPPING: A MATERIAL, OR COMBINATION OF MATERIALS, TO C� 2. USE PURPOSE---DESIGNED FIXTURE ATTACHMENTS FOR WALL-MOUNTEP RETAIN THE INTEGRITY OF TIME-RATED CONSTRUCTION BY MAINTAINING AN P. LEAD WOOL: FINE GAGE STRANDS OF LEAD ADAPTABLE TO PACKING IN URa�� . COMPONENTS. EFFECTIVE BARRIER AGAINST THE SPREAD OF FLAME SMOKE AND GASES. 07900 JOINT SEALANTS RE-LET TO FORM ANCHORAGE FCR' SHEET METAL EXTENDED INTO REGLET, \ 3. USE THREADED STEEL CONCEALED JOINT FASTENERS TO ALIGN AND THROUGH PENETRATION Fi?ESTOP SYSTEMS ARE DESIGNED TO PREVENT THE .. SECURE ADJOINING UNITS. SPREAD OF FIRE THROUGH OPENINGS IN FIRE RATED ASSEMBLIES FOR A A. SECTION INCLUDES: Q, PREFORMED COMPRESSIBLE JOIN 1 FILLER: STANDARD BRAND CONFORti'!Nr' No. DATLO no ' 4. PERMANENTLY HX CABINET AND COUNTER BASES TO FLOOR USING SPECIFIED PERIOD OF TIM`. INCORPORATING THE USE OF SPECIFIC 1. JOINTS IN EXTERIOR WALLS, INTERIOR STONE COUNTER TOPS, TO ASTM D1752, TYPE II OR III, OR HOMEX EXPANSION JOINT, 2� JUL 96 PERMIT I APPROPRIATE ANGLES AND ANCHORAGES. PRODUCTS INSTALLED IN A SPECIFIC MANNER, THEY SHALL ONLY BE ALUMUNUM STOREFRONTS, GYPSUM BOARD, EXPANSION JOINTS, AND MANUFACTURED BY THE HOMASOTE CO. 5, COUNTERSINK SEMI-CONCFALED ANCHORAGE DEVICES USED TO WALL INSTALLED IN CONFIGURATIONS FOR WHICH THEY HAVE BEEN SPECIFICALLY ELSEWHERE AS NOTED. ` MOUNT COMPONENTS, AND CONCEAL, WITH SOLID PLUGS OF SPECIES TU TESTED AND LIST-ED BY UNDERWRITERS LABORATORIES OR FACTORY MUTUAL R. CUT OUT DEFECTIVE EXISTING SEALANTS AND EXISTING SEALANTS NOT MATCH SURROUNDING WOOD. PLACE FLUSH WITH SURROUNDING SURFACES. PER ASTM F 814 OR UL 11.79. B. SAMPLES: SUBMIT SAMPLES OF VARIOUS TYPES AND COLORS OF COMPLYING WITH MANUFACTURER'S R K - - -- -_ _ 6. CAREFULLY SCRIBE CABINETWORK WHICH IS AGAINST OTHER BUILDING EuOMMENDHTION FOR THICKNESS, MATERIALS SPECIFIED OR INTENDED FOR USE ON THIS PROJECT. INCLUDING EXISTING BACKING. CLEAN METALS AT JOINTS WITH SOLVENTS MATERIALS, LEAVING GAP'S OF 1/32" MAXIMUM. DO NOT USE C. COMPATIBILITY: PROVIDE FIRESTOP SYSTEMS THAT ARE COMPATIBLE AS REQUIRED TO PRJDUCE ABSOI..UTt_LY CLEAN SUB.STRATES. ADDITIONAL O'7ERLAY TRIM FOR THIS PURPOSE. WI FH ONE ANOTHER AND WITH SUESTRATES UNDER CONDITIONS OF C. USE SEAI AN IS OF THE FOLLOWING TYPES AND MANUFACTURE AS REQUIRED 7. CAULK ALL. EXPOSED EDGES OF OPAQUE FINISHED TRIM AND MILLWORK, APPLICATION AND SERVICE, AS DEMONSTRA iLG BY MANUFACTURER, BASED ON BY THE DRAWINGS AND SPECIFICATIONS. S. WHERE NEW SEALANT IS TO JOIN EXISTING, WIPE REMAINING CUT FDGES AT INTERSECTION WITH GYPSUM BOARD FINISHES. TESTING AND FIELD EXPERIENCE, 1. COLORS FOR ALL SEALANTS SHALL BE AS SELECTED BY THE ARCHITECT OF EXISTING CURED SEALANT WITH MEK. - 3. INSTALL AND ADJUST CABINET HARDWARE TO ENSURE SMOOTH AND FROM IAANUFACTURER'S STANDARD COLORS, CORRECT OPERATION. D. ALL FIRESTOP AND FIRE RATED SYSTEMS APPLIED TO CONSTRUCTION 2. COORDINATE THE SEALANTS REQUIRED BY VARi U"- INTERFACING T - Q 0 � NEER ACING T. ACCURATELY POSITION ,101NT FILLER WITHIN THE JOINT TO ESTABLISH JOINTS AND IN VOIDS SUBJECT TO MOVEMENT SHALL MEET THE TRADES TO ENSURE COMPATIBILITY OF SEALANTS. AND CONTROL. THE UNIFORM DESIGNATED THICKNESS OF SEALANT. J. WOOD MOLDINGS: REQUIREMENTS OF ASTM C 719--86 "ADHESION AIJD COHESION OF 1. EXERCISE CARE IN THE INSTALLATION OF JOINT BACKING TO SEE _ -- --_- 1. USE LONG LENGTHS. FIT JOINTS TIGHTLY TOGETHER, MITERED AT FLASTOMERIC JOINT SEALANTS UNDER CYCLIC MOVEMENTS" AND ASTM C 920- D. FOR INTERIOR AND EXTERIOR HORIZONTAL APPLICATION SUBJECT TO THAT THE BACKING IS NOT SET TOO FAR BELOW SURFACE, THEREBY - - -- - INSIDE AND OUTSIDE CORNERS. 86 "STANDARD SPECIFICATION FOR ELASTOMERIC JOINT SEALANTS", MILE PEDESTRIAN OR VEHICULAR TRAFFIC. INCREASING THE DEPTH OF THE SEALANT. 2. PROVIDE ATTACHMENT TO WALT_. WITH FINISHING N.',II_S OR OTHER h� Ii�TAINING THE FIRE RATING REQUIRED. 1. SEALANT COIVPOUND SHALL BE TWO PART POLYURETHANE-BASE SEALANT FASTENINGS, RECESSED FOR PUTTY-STOPPING. c OF SELF-LEVELING POUR-GRADE CONSISTENCY AT SLOPES UP TO 1-1/2%, U. APPLY MATERIAL WITH SUFFICIENT PRESSURE TO COMPLETELY FILL THE MAWM TmE 3. WHERE WOOD BASE ABUTS HARD FLOOR SURFACE, PROVIDE 1/4 INCH E. USE FIRE )TOP SYSTEMS MEETING THE REQUIREMENTS OF ASTM E 814-83 AND GUN GRADE FOR STEEPER SLOPES MEETING FOLLOWING STANDARD: VOID SPACE AND TO ASSURE C00LETE WETTING OF ThE CONTACT AREA TO PAINTABLF SEALANT JOINT. "STANDARD METHOD OF' FIRE TESTS OF THROUGH-PENETRATION FIRESTOPS". A. FEDERAL SPECIFICATION TT-S--227E. OBTAIN UNIFORM ADHESION. FOR INSTALLATIONS OR CONFIGURATIONS NOT COVERED BY A FIRESTOP B. "SHORE A" HARDNESS OF CURED SEALANT SHALL BE 40 + 5. 1. DURING APPLICATION, KEEP TIP OF NOZZLE AT BOTTOM OF JOINT, K. WORKMANSHIP: COMPLY WITH THE REQUIREMENTS OF THE REFERENCED SYSTEM, AN ENGINEERED JUDGMENT FOR THE SPECIFIC APPLICATION SHALL 2. FOR SELF LEVELING GRADE: FORCING SEALANT TO FILL FROM BOTTOM TO TOP. STANDARDS, COMPLETED WORK SHALL BE RIGID, PLUMB OR LEVEL, AS BE OBTAINED FROM THE MANU'_i,CTURER, WITH SUBSEQUENT REVIEPROCESS A. SIKAFLEX 2C/SL. 2. n OVE TIP ALONG JOINT TO COMPLETEL-Y Fli_L THE JOINT. FINISH APPROPRIATE. WORK SHALL BE FREE FROM DAMAGE, FLAWS, BLEMISHES OR BY ARCHITECT AND CODE AUTHORITIES. B. SONOLASTIC PAVING JOINT SEALANT. JOINTS SMOOTH AND FLUSH WITH ADJACENT- SURFACE UNLESS DETAILED OTHER DEFECTS. WORK SHALL BE UNIFORM IN COLOR AND FINISH. C. TREMCO THC 900. OT,IERWISE SPECIFICATIONS ACCEPTABLE TOLERANCES: F. ALL FIRESTOP SYSTEMS SHALL COMPLY WITH THE INTERIOR FINISH FLAME D. VULKEM 245. 1. VARIATION FROM TRUE POSITION: " MAXIMUM 1/16" AT ANY POSITION SPREAD AND SMOKE DEVELOPED REQUIREMENTS, FOR THE APA IN MICH 3. FOR GUN GRADE: V. PERFORM JOINT PREPARATION, INCLUDING CLEANING AND PRIMING, IN AND MAXIMUM 1/8 IN ANY 10'-0" LENGTH. THEY ARE INSTALLED, PER ASTM E 84-84 "STANDARD TEST METHOD FOR A. SIKAFLEX 2C/NS. ACCORD WITH MANUFACTURER'S INSTRUCTIONS. WHEN SGLVENTS ARE USED, 2. ADJOINING SURFACES OF SAME MATERIAL: NO VARIATION PERMITTED. SURFACE. BURNING CHARACTERISTICS OF BUILDING MATERIALS AND ASTM E B. SONOLASTIC NPII. WIPE THE DISSOLVED CONTAMINANT AND SOLVENT FROM THE SURFACE 3. OFFSET WITH ABUTTING MATERIALS: MAXIMUM 1132". 814-83 "STANDARD METHOD OF FIRE TESTS OF THROUGH-PENETRATION FIRE C. TREMCO THC 901. PROMPTLY. STOPS". FIRESTOP MATERIALS SHALL NOT EXCEED A FLAME SPREAD OF 15 D. VUI_KEM 922. _ AND A SMOKE DEVELOPED OF 0. W. INSTALL BOND-BREAKER TAPE TO PREVENT BONDING OF THE SEALANTWITH SCALE AS SHOWN THE BACKING OR BOTTOM OF THE ,JOINT. PRO.ECT 140. _ 6042 CA00 FILE NAME - �6042AO4.DWG DRAWM NO. M Paclt(r,Hwy, 15660 Ste.A-4 ASA SUP 96-0458,MEC 96-02.72 4 of 33 #&A.r�_ • If Ibis i 1i,c ; I pears Clearer Ih,m the doctimeilt, Ills locurlr'It is of mar�in,il qu;►'.;v. I�! � Ijl� �j jljl IiIIIiIIIIIIIIIfNi III�fI'Ijflf�lllRif1ll�l I��lh iiI11E�Ii�LNITjN!l�i I1�11I1�1tIiiii�liIiif i(11I1ILILil+iILI�llLlfll�f1j1l11(III�+(�IjI(11j11lII�Iliujllljlil illI iiiIlIlnll�illljilll�llfljii�ll�illlliliIlhjlIijlllnjlll1ll1llJliLnll C D 1 � a� tllili�ll;llI►jII�ujIi �ijiji Ijljl��1+l�l�l124X►1�111��,1lln111-11741111111111nt "1111- �11 I T E S T E R B. 1. SPECIFICATION 2. SPECIFICATION 3. SPECIFICATION 4, SPECIFICATION I 08110 STEEL FRAMES 1. PROVIOt WARRAN I Y FOR THE. FOLLOWING TERM. F. GLAZING CHANNELS AND TAPE: WARRANT GLAZING CHANNELS AND TAPE B. REFERENCE STANDARDS: T 0 M 1, LIFE 01 INSIAI t Allok FOR FIVE YEARS AGAINST DEFECTS OR DETERIORATION OF ANY KIND 1. ANSI A156.1 THROUGH A156.20 - STANDARDS FOR VARIOUS HARDWARE A. SECTION INCLUDES: INCLUDING THAT CAUSED BY SUNLIGHT, SMOG, FUMES, WATER, AND ITEMS. I 1. PRESSED STEEL FRAMES. J. PROVIDE. udRl1 It N WANRANIY IN ACCORDANCI WITH NWMA "STANDARD DOOR EXPOSURE TO STANDARD COMMERCIAL GLASS CLEANING PRODUCTS. 2. AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES 2. PREPARATION FOR HARDWARE, GUARAN 111 ", MODII IE D AS FOLLOWS: PROVIDE FOR REPLACING, INCLUDING (ADAAG). COSI Of REHANGING, AND REFINISHING, AT NO COST TO OWNER, WOOD DOORS G. WINDOWS: WARRANT ENTIRE INSTALLATION INCLUDING GLAZING, 3. NFPA 80 -- FIRE DOORS AND WINDOWS. B. REFERENCE STANDARDS: EXHIRITING DEFECTS IN MATf_RIALS OR WORKMANSHIP. SEALANTS AND SILICONES TO REMAIN WATER, AIR, AND WEATHER TIGHT FOR 4. AN - ARCHITECTURAL WOODWORK INSTITUTE - QUALITY STANDARDS. ':. IARCHITECT 1. SDI- 100 - RECOMMENDED SPECIFICATIONS - STANDARD STEEL DOORS 1. INCLUDE COVERAGE < �--- - - FOR DELAMINATION OF VENEER, WARPING BEYOND THREE YEAR. ,,. NEPA 101 - CODE FOR SAFETY TO LIFE FROM FIRE IN BUILDINGS AND AND FRAMES, STEEL DOOR INSTITUTE. SPECIFIED INSTALLATION TOLE RANCI S, DEFECTIVE MATERIALS AND STRUCTURES. 4 r 5 S A N S 0 M E f 2. UNDERWRITERS' LABORATORIES INC. (UL) OR FACTORY MUTUAL (F-M) TFI EGRAPHING CORE CONSTRUCTION. H. MANUFACTURER: KAWNEER NARROW STILE 190 SWING DOORS AND TRIFAB II-- 6. NFPA 252 - FIRE TESTS OF DOOR ASSEMBLIES. STANDARDS AS APPLICABLE TO FIRE RATED HOLLOW METAL DOOR. 400 WINDOW rRAMING. 7. UL TOB - FIRE TESTS OF DOOR ASSEMBLIES. s u I T E 5 I o 3. NAAMM - HOLLOW METAL TECHNICAL AND DESIGN MANUAL, NATIONAL K. FLUSH INTERIOR DOORS (Of1A0UE FINISH). 1 --3/4" THICK; SOLID CORE- 8. UL 305 - PANIC HARDWARE. s A N F R A N c I S c 0 ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS. 5 PLY, Hall PRESS LAMINATED CONSTRUCIIbN MTH STILES AND RAILS I. CONFORM TO EXTRUDED SECTIONS INDICATED. FA STFNERS OF ALUMINUM BONDED TO CORE. F ACE VENEER OF "SOUND" GRADE BIRCH. FACE VENEER OR STAINLESS STEEL. C. SCHEDULES: c a L I F 0 R N I A C. SHOP DRAWINGS: INDICATE GENERAL CONSTRUCTION, CONFIGURATION, SHALL N Al LEAST 1/50" THICK PF�FORE FILLED SANDING. PREMIUM GRADE 1. FASTENERS: PLACE NO FASTENERS ON EXPOSED SURFACES. 1. SUBMIT SCHEDULE INDICATING EACH TYPE OF HARDWARE FOR EACH T L 4 I 5 9 8 4 0 5 0 0 JOINTING METHODS AND REINFORCEMENTS. PER AM oR WIC STANDARDS. 2. IRAINAGE: PROVIDE INCONSPICUOUS WEEP HOLES OR EQUIVALENT DOOR. METHOD TO INSURE POSITIVE DRAINAGE OF INTERNAL MOISTURE TO THE 2. LIST MANUFACTURER'S NAME WITH EACH MANUFACTURER'S HARDWARE o 5 0 D. PRODUCT DATA: SUBMIT MANUFACTURER'S LITERATURE FOR ARCHITECT'S L. FIRE RATED DOORS: UL OR WARNOCK HERSEY LABELED, CORE AS EXTERIOR. NUMBER TOGETHER WITH FINISHES IN US STANDARDS. M REVIEW. REQUIRED TO MSFT FIRE RATING; 24 V/DC ELECTRICAL WIREWAY AT 3. PROVIDE GLUE-ON MUN TINS TO SIMULATE DIVIDED LITF WINDOWS. ELECTRIC LOCKS AS REQUIRED TO MFET FIRE RATING- REFER TO DRAWINGS D. SHOP DRAWINGS: E ALL PRESSED STEEL FRAMES, EQUAL OF CECO CORP., FENESTRA OR FOR RATING REQUIREMENTS AND FOR LOCATIONS OF' DOORS REQUIRING J. LOAD AND DEFLECTION: 1. IND;CATE LOCATIONS AND MOUNTING HEIGHTS Of FACH TYPE OF KRIEGER STEEL PRODUCTS CO. ELECTRIC LOCKS. 1. DESIGN TO WITHSTANC CODE REQUIRED LOADS WITHOUI BUCKLING, HARDWARE. DISTORTION, OR DISTRESS, AND WITH MAXIMUM DEFLECTION OF 1/180 2. SUPPLY TEMPLATES TO DOOR AND FRAME MANUFACIURER(S) TO ENABLE F. PRESSED STEEL FRAMES. M. FACING ADHESIVE: TYPE I -- WATERPROOF. OF UNSUPPORTED LENGTH. PROPER AND ACCURATE SIZING AND LOCATIONS OF CUT-OUTS FOR 1 1 � I. PER REFERENCED STANDARDS EXCEPT AS AMENDED HEREIN. CUSTOM 2. PROVIDE BENT PLATE OR ROLLED STEEL INTERNAL STIFFENERS WITH HARDWARE. w SHAPr S AND SIZES; INTERIOR METAL PRIMED FOR PAINTING, EXTERIOR N. GLAZING STOPS: WOOD, OF SAME. SPECIES AS DOOR FACING; WOOD WITH HEAVY BITUMINOUS COATING TO ISOLATE FROM ALUMINUM. 3. DETAIL ANY CONDITIONS REQUIRING CUSTOM EXTENDED LIP STRIKES, (9 � METAL ZINC COATED AND PRIMED FOR PAINTING; REINFORCED FOR METAL CLIPS i OR RATFD DOORS. 3. GLASS EDGE BEARINGS AND CLEARANCES SHALL CONFORM TO CGDE. OR ANY OTHER SPECIAL OR CUSTOM CONDITIONS. (Lj HARDWARE. Q �. I 2. FRAMES: PRE-ASSEMBLED WELDED TYPE WITH WELDED IN FLOOR 0. SOLID CORE DOOR STILES ANO RAILS.- K. PROVIDE FOR EXPANSION AND CONTRACTION THROUGH AN AMBIENT E. PRODUCT DATA: SUBMIT TWO MANUFACTURER'S CATALOG CUTS OF EVERY I ANCHORS; CORNERS MITERED, CONTINUOUSLY WELDED, GROUND AND 1. STILES: NOT LESS THAN 1" + T 1 16 , MILL OPTION, E.XCEPI CLEAR TEMPERATURE RANGE OF FROM 20' F 10 150' F, MINIMUM. ITEM FURNISHED FOR THIS PROJECT, SHOW ALL FINISHES, SIZES, FINISHED SMOOTH. PREPARE FOR SILENCERS AT DOOR OPENINGS EXCEPT WHITE BIRCH WHERE OVEF611E BO TOM RAILS OCCUR, CATALOG NUMBERS AND PICTURES. EXPLAIN FULLY ALL ABBREVIATIONS. i WHERE SEALS OCCUR. WHERE APPLICABLE, PREPARE FOR GASKETS 2. RAILS: ALL BOTTOM AND TOP RAILS SHALL BE 6" + 1/16". L. MATERIALS: FURNISHED UNDER HARDWARE SECTION, MANUFACTURER'S STANDARD HARDWOOD. 1. GLASS: EQUAL OF GUARDIAN CLEAR AND CLEAR TEMPERED. F. PROVIDE OWNER WITH MANUFACTURER'S PART LIST AND MAINTENANCE A. EXTERIOR FRAMES: EXCEPT AS REQUIRED BY UNDERWRITERS' 3. STILES AND RAILS SHALL MEET PERFORMANCE CRITERIA AS REQUIRED 2. GLAZING CHANNELS: EXTRUDED VINYL OR NEOPRENE COLORED TO INSTRUCTIONS FOR EACH TYPE OF HARDWARE SUPPLIED. INCLUDE DATA ON �*" 04 LABORATORIES, NOT LESS THAN 14 GAUGE. BY AWT. MATCH ADJACENT ALUMINUM. OPERATING HARDWARE, LUBRICATION REQUIREMENTS, AND INSPECTION Cc B. INTERIOR FRAMES: EXCEPT AS REQUIRED BY UNDERWRITERS' 3. BLOCKS AND SPACES: PLASTIC OR SYNTHETIC RUBBER TYPFS, PROCEDURES RELATED TO PREVENTATIVE MAINTENANCE. Q LABORATORIES, NOT LESS THAN 16 GAUGE FOR OPENINGS 4'-0" AND P. BEVEL STRIKE EDGE OF SINGLE-ACTING DOORS, 1/8" 1N 2". RADIUS NOMINAL 70 TO 90 DUROMETER. 0 [c LESSiN WIDTH AND NOT LESS THAN 14 GAUGE FOR OPENINGS OVER STRIKE EDGE OF DOUBLE ACTING SWING DOORS AS RECOMMENDED BY 4. SEALANT FOR STOP GLAZING: TREMCO 440 TAPE OR PPG 1072 TAPE G. SUPPLIER: RECOGNIZED BUILDERS HARDWARE SUPPLIER WITH MINIMUM (� 4'-0" IN WIDTH. HARDWARE MANUFACTURER. COLORED TO MATCH ADJACENT ALUMINUM. FIVE YEARS SUCCESSFUL EXPERIENCE IN SCHEDULING AND FURNISEaING 5. SEALANT AND STRUCTURAL SILICONE: "995" BY DOW CORNING. HARDWARE PRIOR TO OCCUPANCY. V d G. INSTALL IN ACCORDANCE WITH SDI-',00 EXCEPT AS AMENDED IN THIS Q. HARDWARE REINFORCEMEI`!T BLOCKING: IN ADDITION TO STILES AND RAILS 6. SEALANT BACKING MATERIAL: AS REQUIRED BY SEALANT 1. PROVIDE SERVICES OF' AN ARCHITECTURAL. HARDWARE CONSULTANT SECTION. AS SPECIFIED, PROVIDE SOLID WOOD BLOCKING FOR MOUNTING ALL DOOR MANUFACTURER. (ANC) 'TO SUPERVISE HARDWARE SCHEDULING AND INSTALLATION. < HARDWARE, INCLUDING SPECIAL DOOR CLOSERS OR PIVOTS IF INDICATED. 1 1 U H. INSTALL FRAMES PLUMB AND SQUARE, AND WITH MAXIMUM DIAGONAL NO THROUGHBOLTS SHALL BE PERMITTED TO PERMANENTLY MOUNT HARDWARE M. FINISH: ROYAL BLUE FLUOROPOLYMER FINISH FINISH AS RECOMMENDED H. ALL HARDWARE LISTED OR FURNISHED SHALL MEET REQUIREMENTS OF W Q 0 DISTORTION OF 1/16". ON DOOR. IF' BLOCKING IS NOT PRACTICAL, PROVIDE STAVE GLUED LOW BY THE MANUFACTURER. FINISH TO MATCH ARCHITECT'S CONTROL SAMPLE FEDERAL, STATE AND LOCAL CODES HAVING JURISDICTION OVER THIS ZH- DENSITY LUMBER CORE OR SOLID PARTICLE BOARD CORE WITH MINIMUM 32 INSTALLATION. ANY ITEMS FURNISHED OR INSTALLED THAT DO NOT MEET I. FILL SURFACE DEPRESSIONS WITH METALLIC PASTE FILLER AND GRIND TO PCF DENSITY CONFORMING TO TYPE I, DENSITY C, CLASS I OF CS236, HOT N. FABRICATION: CODE REQUIREMENTS, SHALL BE REMOVED AND PROPER ITEMS SUBSTITUTED SMOOTH UNIFORM FINISH. PRESS RESIN BONDED, 1. ACCURATELY FORM AND FIT METAL TO DIMENSIONS, SHAPES AND AT NO ADDITIONAL COST. DETAILS SHOWN ON DRAWINGS. 1. FIRE RATED DOORS: COMPLY WITH REQUIREMENTS OF NFPA 80 AND m► J. AFTER INSTALLATION, TOUCH UP SCRATCHED OR DAMAGED SURFACES. USE R. ASTRAGALS FOR FIRE RATED DOUBLE DOORS: STEEL OR TREATED WOOD AS 2. FURNISH EXTRUDEC MEMBERS WITH TRUE, STRAIGHT, SHARP LINES AND APPLICABLE CODES FOR FIRE RATED DOOR HARDWARE, PROVIDE HARDWARE _ co TYPE OF PRIMER RECOMMENDED FOR GALVANIZED SURFACES, OR IDENTICAL NOTED, OVERLAPPING AND RECESSED AT FACE EDGE, SPECIFICALLY FOR ANGLES, FREE OF FRACTURES OR FLAWS. BEARING UNDERWRITERS LABORATORY (UL) LABELS. L TO THAT USED FOR SHOP COAT, AS APPLICABLE TO INSTALLED DOOR DOUBLE DOORS. 3. BRAKE-FORMED SECTIONS MAY NOT BE SUBSTITUTED FOR REQUIRED 2.DOORS INDICATED IN FIRE RATED PARTITIONS AND WALLS SHAT L BE E� toMATERIAL'. EXTRUDED SHAPES. POSITIVE LATCHING AND SELF CLOSING, WITH SMOKE GASKETS. vm S. SOUND RATING FOR SINGLE DOOR LEAF: ASTM E4113, MINIMUM STC 35. 4. DO NOT USE SCRATCHED, GOUGED, TWISTED, DENTED OR OTHERWISE 0 K PAINT HOLLOW METAL FRAMES IN THE FIELD IN ACCORDANCE +ITN DEFECTIVE MATERIALS. I. GUARANTEE ALI_ HARDWARE WORK FOR A PERIOD OF FIVE YEARS, PAINTING SECTION. T. INSTALL WOOD DOORS PLUMB AND SQUARE, WITH MAXIMUM DIAGONAL 5. JOINTS AND CONNECTIONS: ACCURATELY COPE AND JOINT CONNECTING z 1. PAINT FRAMES TO MATCH ADJACENT WALL COLOR, UNLESS OTHERWISE DISTORTION OF 1/16-, AND IN COMPLIANCE WITH THE REFERENCED MEMBERS TO A '1AIRLINE FIT. EXCEPT AT REQUIRED OFFSETS, J. PROVIDE SPECIAL WRENCHES AND TOOLS APPLICABLE TO EACH DIFFERENT INDICATED. STANDARDS. UNDERCUT ALL DOORS AT JOBSITE TO CLEAR TOP OF FLOOR CONSTRUCT EXPOSED SURFACES WITH FLUSH JOINTS. OR SPECIAL_ HARDWARE COMPONENT. PROVIDE MAINTENANCE TOOLS AND 2. WHERE WALL COLOR DIFFERS ON BOTH SIDES OF FRAME, PAINT BOTH FINISHES BY 1/4", UNLESS OTHERWISE NOTED. A. MECHANICALLY �.SSEMBLED JOINTS: PROVIDE CONCEALED ACCESSORIES SUPPLIED BY HARDWARE COMPONENT MANUFACTURER SIDES OF FRAME TO MATCH THE RESPECTIVE WALL FINISH. TRANSITION REINFORCING SHAPES AND ACCESSORIES, OF TYPE_ AND DESIGN TO THE COLOR CHANGE AT INSIDE CORNER OF FORMED 'METAL DOOR STOP. U. THE COMPLETED WORK SHALL BE RIGID, PLUMB OR LEVEL AS EQUAL. OR EXCEED THE STRENGTH OF' THE STRONGEST MEMBER K. HINGES: MCKINNEY OR EQUAL. VD ARC APPROPRIATE; FREE FROM DAMAGE, FLAWS, BLEMISHES OR OTHER DEFECTS CONNECTED. USE ALUMINUM, NON-MAGNETIC STAINLESS STEEL, OR 1. SIZE AND TYPE: c4.'� �?>, DETRIMENTAL TO APPEARANCE; HAVE. JOINTS IN PROPER POSITION AND ZINC-COATED STEEL THAT IS CAREFULLY ISOLATED. A. DOORS 1-3/4 INCHES THICK AND UP TO 36 INCHES WIDE: 4- �C� N 08210 WOOD DOORS ALIGNMENT AND BE UNIFORM IN PLANE, COLOR, AND FINISH. B. WELDED JOINTS: PERFORM WELDING BY INERT "AS p..�, LE'�TE6 8 TOM SHIELDED 1/2 INCH HEAVY WEIGHT TYPE. 3 iB ARC METHOD OR FLUXLESS RESISTA":C;E WELDING METHOD IN ACCORD B. DOORS 1-3/4 INCHES THICK AND 37 INCHES TO 48 INCHES A. SECTION INCLUDES: STANDARD AND FIRE RATED TYPE SOLID CORE WOOD WITH PARENT METAL MANUFACTURER'S PUBLISHED RECOMMENDATIONS WIDE: 4-1/2 INCH HEAVY WEIGHT BALL OR OILITE BEARING TYPE. DOORS, WITH FLUSH FACES. 08410 ALUMINUM WINDOWS, ENTRANCES AND STOREFRONTS AND REQUIREMENTS HEREIN. C. DOORS 2 INCHES THICK AND/OR OVER 48 INCHES WIDE. 6 INCH SAN FRANCISCO,CA HEAVY WEIGHT BALL OR OILITE BEARING. B. REFERENCECATIONS AND STANDARDS: COMPLY NTH A. SECTION INCLUDES: 0. INSTALL SQUARE, PLUMB AND IN TRUE ALIGNMEN AND IN ACCORD WITH 2. PROVIDE BALL BEARING OR OILITE REARING HINGES AT FIRE--RATED 'Y SPECIFICATIONS � � 'T T n MANUFACTURER'S RECOMMENDATIONS AND THE FOLLOWING UNLESS OTHERWISE 1. ALUMINUM ENTRANCES, V`ANDOWS AND STOREFRONTS, INCLUDING GLASS, THE DRAWINGS; SURFACES FREE FROM DENTS, BUCKLES, DIMPLES, OR OTHER DOORS AND DOORS WITH CLOSERS. OFORF�� SPF CIFIED IN THIS SECTION. IN CASE OF CONFLICT, COMPLY WITH THE ANCHORS, SHIMS, SEALANTS, SILICONE, ETC., AS REQUIRED FOR A DEFECTS. 3. PROVIDE WIDTHS SUFFICIENT TO CLEAR TRIM PROJECTIONS WHEN DOOR MOST STRINGENT. COMPLETE INSTALLATION. SWINGS 180 DEGREES. PROODE WIDTHS TO ALLOW ALIGNMENT W11H 1. WIC - WOODWORK INSTITUTE OF CALIFORNIA. P. ANCHOR FRAMES AND OTHER ITEMS SECURELY TO CONTIGUOUS ARCHITECTURAL FEATURES AT *THE ANGLE INDICATED, WHERE DOORS NO. DATE MW 2. AN - ARCHITECTURAL WOODWORK INSTITUTE. B. REFERENCE STANDARDS: CONSTRUCTION TO RESULT IN A RIGID INSTALLATION AND IN ACCORD WITH SWING 180 DEGREES OR 90 DEGREES, AND ARE INDICATED ON THE 25 JUL 96 PE"MIT 3. NWWDA - NATIONAL WOOD WINDOW AND DOOR ASSOCIATION INDUSTRY 1. AAMA METAL CURTAIN WALL, WINDOW, STOREFRONT AND ENTRANCE REQUIRED SAFETY FACTORS. WHERE ANCHORAGE INVOLVE OTHER WORK., DRAWINGS. STANDARD I-S.1 SERIES FOR WOOD DOORS. GUIDE SPECIFICATIONS MANUAL. PROVIDE SETTING DRAWINGS FOR PROPER INSTALLATION. 4. PROVIDE MINIMUM 3 HINGES TO 90 INCHES HIGH AND 4 HINGES TO - 4. ASTM E152 - METHODS OF FIRE TESTS OF DOOR ASSEMBLIES. 2. NAAMM METAL FINISHES MANUAL, 120 INCHES HIGH FOR EACH DOOR LEAF, UNLESS OTHERWISE .,.- 5. ASTM E413 - CLASSIFICATION FOR DETERMINATION OF SOUND Q. SEAL METAL-- TO-METAL JOINTS TO PREVENT THE ENTRANCE OF WATER SPECIFICALLY INDICATED. TRANSMISSION CLASS. C. SHOP DRAWINGS: INDICATE IN DETAIL THE LAYOUT AND Ff BRICATION OF EXCEPT AT POINTS WHERE FRAME MEMBERS ARE DESIGNATED TO DRAIN WATER 5. BUTTS: 6. NFPA 80 - FIRE DOORS AND WINDOWS. ALL UNITS, ANCHORS, FINISH AND RELATIONSHIP WITH ADJACENT TO THE EXTERIOR. A. PROVIDE NON-FERROUS BUTTS WITH NON-REMOVABLE PINS AT 7. NFPA 252 - STANDARD METHOD OF FIRE TESTS FOR DOOR ASSEMBUF` CONSTRUCTION. EXTERIOR DOORS. 8. UL 10B - FIRE TESTS OF DOOR ASSEMBLIES. 1. INDICATE MATERIALS, FINISHES, SIZES, PROFILES, MOLDINGS, R. AT JUNCTURE BETWEEN FRAMES AND ADJACENT MATERIALS, SEAL ENTIRE B. PROVIDE NON--RISING BUTTS AT INTERIOR DOORS. METHODS OF ANCHORING, ASSEMBLY, ERECTION, ISOLATION, AND PERIMETER ON BOTH SIDES C. PROVIDE STEEL BUTTS AT LABELED INTERIOR DOORS. -- -` C. SHOP DRAWINGS: INDICATE GENERAL. CONSTRUCTION, SPECIFIED RAIL SEALANT. D. PROVIDE BUTTS WITH NON-REMOVABLE PINS AT LOCKED - - - -- - SIZES AND LOCATIONS, JOINTING METHODS, HARDWARE BLOCKING AND 2, INCLUDE MANUFACTURER'S TECHNICAL AND STRUCTURAL DATA AND S. PROTECTION OF CONTACT SURFACES: PROTECT ALUMINUM SURFACES IN CUTSWINGING DOORS. -______-__- HARDWARE LOCATIONS, DOOR OPENING CRITERIA, ELEVATIONS, SIZES, STRUCTURAL C;AI CULATIONS TO DEMONSTRATE THAT MATERIALS PROPOSED CONTACT WITH DISSIMILAR METALS OR WITH INCOMPATIBLE MATERIALS SUCH 6. PROVIDE FLAT BUTTON TIPS UNLESS OTHERWISE INDICATED. TYPES, SWINGS, UNDERCUTS REQUIRED, SPECIAL BEVELING, IDENTIFY FOR USE CONFORM TO LOAD AND DEFLECTING REQUIREMENT'S SPECIFIED AS CONCRETE AND OTHER CEMENTITIOUS MATERIALS, BY PAINTING CONTACT -�- CUTOUTS FOR GLAZING AND LOUVERS, AND AS REQUIRED BY BUILDING CODE. SURFACES WITH BITUMINOUS PAINT BEFORE INSTALLATION OR ISOLATION L. LOCKSETS AND LATCHSETS: SCHLAGE OR EQUAL. MEET WITH OWNER TO -- - -- - -- --- 3. GLAZING: DETAILS FOR EACH GLASS INSTALLATION INCLUDING WITH NON-ABSORPTIVE TAPE OR GASKETS. FINALIZE KEYING REQUIREMENTS D. PRODUCT DATA: MANUFACTURER'S STANDARD LITERATURE AND IDENTIFICATION AND PLACEMENT OF GLAZING TAPE OR CHANNELS, 1. LOCKSETS AND LATCHES SHALL BE HEAVY DUTY MORTISE TYPE. SPECIFICATIONS. INDICATE DOOR CORE MATERIALS AND CONSTRUCTION; BLOCKS, SPACERS, AND GLAZING SEALANT. T. EXPANSION AND CONTRACTION: INSTALL ALUMINUM WORK SO AS TO AVOID LATCHBOLTS SHALL HAVE A MINIMUM OF 5/8 INCH PROJECTION, DRAWM TrrLE VENEER SPECIES, TYPE AND CHARACTERISTICS. OBJECTIONABLE DISTORTION OR OVERSTRESS OF PARTS AND FASTENINGS DEADBOLTS SHALL HAVE A MINIMUM PROJECTION OF 1 INCH. D. SAMPLES: RESULTING FROM THERMAL EXPANSION AND CONTRACTION. 2. PROVIDE CURVE LIP STRIKES WITH WROUGHT 9OXES FOR ALL. L)CKS. E. SAMPLES: 1. ALUMINUM. ALUMINUM EXTRUDED SECTION WITH SPECIFIED FINISH. I. SUBMIT TWO SAMPLES OF DOOR CONSTRUCIION, MINIMUM 8" X 11" IN 2. GLASS AND GLAZING MATERIALS: 4" SQUARE SAMPLES OF EACH TYPE SIZE CUT FROM TOP CORNER OF' DOOR. OF GLASS, AND REPRESENTATIVE SAMPLES OF GLAZING ACCESSORIES 08700 HARDWARE 2. SUBMIT TWO SAMPLES OF DOOR VENEER, MINIMUM 8" X 11" IN SIZE SPECIFIED. SPECIFICATIONS ILLUSTRATING WOOD GRAIN, FINISH TEXTURE AND COLOR. 3. CURED SEALANT AND SILICONE COLORS. A. SECTION INCLUDES: 1. HARDWARE FOR STEEL FRAMES, ALUMINUM FRAMES AND WOOD DOORS. F. FIRE DOOR AND PANEL CONSTRUCTION: CONFORM TO ATM E152. E. ALUMINUM FINISH: WARRANT FOR FIVE YEARS COVERING ALL DEFECTS, 2. MEI AL THRESHOLDS, SEALS, DOOR BOTTOMS, ASTRAGALS AND MUTES. INCLUDING FADING, PINHOLING, BLISTERING, AND CHANGES IN SURFACE 3. CYLINDERS FOR DOORS FABRICATED WITH LOCKING HARDWARE. G. INSTALLED FIRE RATED DOOR ASSEMBLY: CONFORM TO NFPA 80 FOR APPEARANCE AND CHARACTERISTICS. RATING INDICATED. H. PROTECT DOORS WITH RESILIENTtpR(lJECT NO. 6042 PACKAGING. DO NOT STORE IN DAMP ORACALE AS SHOWN -----------_-_ -.- _- ----_-__-._._ WET AREAS; OR IN AREAS WHERE SUNLIGHT MIGHT BLEACH VENEER. SEAL _ j TOP AND BOTTOM EDGES IF STORED MORE THAN ONE WEEK. BRFAK SEAL CAW nE NAME 6042Ao5Dwa ON-SITE TO PERMIT VENTILATION. COMPLY WITH MANUFACTURER'S WRITTEN MAWM NO RECOMMENDATIONS FOR STORAGE OF DOORS. AO , 5 1 Padfic Hwy, 15660 SYe.A-4 DUP 96-0458, MEC 96-0271 5 of 33 E r ._ r If this nolice atlllear6 clearer 111;111 file document, the document is of niarginal q11111111111111,11 i{ Irli1ii►li C D 24X Itlllllil!IIIIIIin III({IN1 III1�1111'If �Iit11{I;1 flilll+Illjlll Illljlllllllll{Illi(IIIIIIIIIIIIIIIIIII�IIIIIIrLIfIIIjI� IIIIIIIIjInIIIIIIInIiIIIIIIIIiIIIIIIIInII�!Illllnlllllllni Illlilllllll11111111111I�iti1 1li��Il! ��IIIT t ,Illitfrl I A 1 L. E S T E R 8. I. SPECIFICATION 2. SPECIFICATION I SPECIFICATION 4 . SPECIFICATION 08100 WDWARE (CONTINUED) V. ARCHITECTURAL HARDWARE CONSULTANT SHALL INSPECT INSTALLATION AND C. REFERENCE SPECIFICATIONS AND STANDARDS- H. LATHING MATERIALS: T 0 M CERTIFY THAT HARDWARE AND INSTALLATION HAS BEEN FURNISHED AND 1. PLASTER/METAL FRAMING SYSTEMS/LATH MANUAL, PUBLISHED BY THE 1. APPLY ONE PLY" OF FELT UNDERLAYMENT OVER SUBSTRATE; WEATHERLAP M. CLOSERS: INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND AS CALIFORNIA LATHING AND PLASTERING CONIRACTORS ASSOCIATION, INC. EDGES 4" MINIMUM FASTEN IN PLACE. 1. FURNISH PRODUCTS BY LCN, 4010 SERIES OR EQUAL. SUPPLY SPECIFIED. 2. ANSI/ASTM C91 - MASONRY CEMENT. 2. APPLY SELF-FURRING REINFORCEMENT WITH SELF-FURRING RIBS PARALLEL--ARM CLOSERS AT REVERSE BEVEL DOORS AND WHERE DOORS 3. ASTM C150 - PORTLAND CEMENT. PERPENDICULAR TO SUPPORTS. ` SWING FULL_ 180 DEGREES. ARM TYPES SHALL SUIT INDIVIDUAL W. ADJUST HARDWARE FOR SMOOTH OPERATION AND FOR COMPLIANCE WITH 4. ANSI/ASTM C206 -- FINISHING HYDRATED LIME. 3. LAP ENDS MINIMUM ONE INCH. SECURE END LAPS WITH TIE WIRE I CONDITIONS. MOUNT CLOSERS ON PULL SIDE OF DOORS UNLESS REGULATORY REQUIREMENTS AND ACCESSIBILITY. 5, ANS! ASTM C207 - HYDRATED LIME FOR MASONRY PURPOSES. WHERE THEY OCCUR BETWEEN SUPPORTS. AI ARCHITECT OTHERWISE INDICATED. FINISH: SPRAYED ALUMINUM LACQUER FINISH 6. ANSI/ASTM C631 - BONDING COMPOUNDS FOR INTERIOR PLASTERING. 4. LAP S! ES OF DIAMOND MESH LATH MINIMUM 1 -1 ". NST OUTSIDE - ----' / - D 0 MOD /2 E _ D BHMA 689. X DURING THE INSTALLATION OF HARDWARE, A PERIODIC INSPECTION AND 7. ANSI/ASTM C897 AGGREGATE FOR JOB-MIXED PORTLAND RIBS OF RIB LATH TOGETHER. a 7 5 S A N S 0 M E 2. SIZES AS RECOMMENDED BY MANUFACTURER EXCEPT WHERE SCHEDULE ADJUSTMENT SHALL, BE MADE BY THE ARCHITECTURAL HARDWARE SUPPLIER, CEMENT--BASED PLASTERS. 5. ATTACH METAL LATH TO METAL SUPPORTS USING TIE WIRE AT MAXIMUM CALLS FOR LARGER SIZE. OR THEIR AGENT. ANY HARDWARE IMPROPERLY INSTALLED OR IMPROPERLY 8. ANSI/ASTM C926 - APPLICATION OF PORTLAND CEMENT-BASED 6" ON CENTER, s u I T E 5 I o 3. THROUGH BOLTS AND GROMMET NUTS SHALL BE AVOIDED ON d00R FACES FUNCTIONING SHALL BE: REMOVED, REPAIRED OR REPLACED, AND PLASTER. 6. ATTACH METAL_ LATH TO CONCRLTE AND CONCRETE MASONRY USING WIRE S A N F R A N C 1 S C 0 IN All AREAS, REINSTALLED. 9. FS HH-1-521 - INSuLATION BLANKETS, THERMAL (MINERAL FIBER, HAIR PINS, HOOKS, OR LOOPS. ENSURE THAT ANCHORS ARE SECURELY 4. ALL LABELED DOORS SHAH_ BE SELF-CLOSING. FOR AMBIENT TEMPERATURES). ATTACHED -TO CONCRETE AND SPACED AT MAXIMUM 24" ON CENTER. C A L i F 0 R N I A s , I t I 5. SURFACE DOOR CLOSERS SHALL BE HEAVY DUTY ANSI MODERN TYPE Y. AFTER INSTALLATION OF HARDWARE AND AFTER AIR SUPPLY IS TURNED 10. PCA (PORTLAND CEMENT ASSOCIATION) - PLASTER (STUCCO) 7. CONTINUOUSLY REINFORCE INTERNAL ANGLES WITH CORNER MESH, T L a I 5 9 e a 0 s o 0 WITH FULL COVERS. ON, QUALIFIED HARDWARE SUPPLIER'S OR MANUFACTURER'S MANUAL_. EXCEPT WHERE THE METAL LATH RETURNS 3" FROM CORNER TO FORM THE 6. ALL CLOSERS SHALL HAVE SEPARATE VALVES FOR CLOSING SPELD, REPRESENTATIVES OF CLOSERS, PANIC BOLTS, LOCKS AND OTHER CRITICAL ANGLE REINFORCEMENT. FASTEN AT PERIMETER EDGES ONLY. F x a I 5 sea o 5 o a LATCH SPEED AND BACK-CHECK ADJUSTMENT. OPERATIONAL HARDWARE SHALL INSPECT AND ADJUST THE INSTALLATION, D. ALLOWABLE TOLERANCES: MAXIMUM DEVIATION FROM TRUE PLANE 1/8", IN 8. PLACE ETERNAL ANGLE WITH MESH AT CORNERS. FASTEN AT OUTER 7. CLOSER SPRINGS SHALL. BE FULLY ADJUSTABLE. AND DELIVER INSTRUCTIONS FOR MAINTENANCE: AND FUTURE ADJUSTMENTS TO 10' AS MEASURED UNDER STRAIGHTEDGE PLACED AT ANY LOCATION ON EDGES ONLY. ' 8. INSTALLER SHALL INDIVIDUALLY SET SPRING TENSION AT EACH DOOR. THE OWNER. SURFACE. 9. PLACE STRIP MESH DIAGONALLY AT CORNERS CF LATHED OPENINGS. 9. FLOOR CLOSER SPRING TENSION SHALL BE PRE-SET AT THE FACTORY. SECURE RIGIDLY IN PLACE. 10. CLOSERS SHALL BE ADJUSTED BY FACTORY REPRESENTATIVE. Z. ONE MONTH PRIOR TO EXPIRATION OF WARRANTY, PROVIDE INSPECTION E. JOB MOCK-UP (EXTERIOR CEMENT PLASTER): 10. PLACE 4" WIDE STRIPS OF METAL LATH CENTERED OVER JUNCTIONS AND ADJUSTMENT BY QUALIFIED HARDWARE SUPPLIER'S OR MANUFACTURER'S 1.2' X 2' MINIMUM SAMPLE PANEL OF SAME MATERIAL AS FOR PROJECT. OF DISSIMILAR BACKING MATERIALS. SECURE RIGIDLY IN PLACE. ! N. PIVOTS: REPRESENTATIVES OF CLOSERS, PANIC BOLTS, AND LOCKS. 2.SHOW TEXTURE, AND WORKMANSHIP OF FINISHED WORK. 11. PLACE CASING BEADS AT TERMINATIONS OF PLASTER FINISH. BUTT 1. PIVOTS SHALL BE SUPPLIED IN QUANTITY SIMILAR TO HINGES: AND ALIGN ENDS. SECURE RIGIDLY IN PLACE. w ,Q A. DOORS HUNG ON OFFSET PIVOTS ONLY, PROVIDE TWO PIVOTS F. ENVIRONMENTAL REQUIREMENTS: 12. INSTALL ACCESSORIES TO LINES AND LEVELS. (D FOR 60 INCHES OR LESS IN HEIGHT. DOORS OVER 60 INCHES 10 90 08800 GLASS AND GLAZING 1. COLD WEATHER REQUIREMENTS: DO NOT APPLY CEMENT PLASTER WHEN w INCHES SHALL HAVE THREE PIVOTS. DOORS OVER 90 INCHES TO AMBIENT TEMPERATURE IS LESS THAN 50? F. I. CONTROL AND EXPANSION JOINTS: < �- HAVE ONE ADDITIONAL PIVOT FOR EVERY 30 INCHES OR FRACTION A. SEC11ON INCLUDES: 2. HOT WEATHER REQUIREMENTS: DO NOT APPLY CEMENT PLASTER WHEN 1. LOCATE INTERIOR CONTROL AND EXPANSION JOINTS EVERY 20'. M n THEREOF. 1. ALUMINUM AND STEEL I RAMED SYSTEMS. AMBIENT TEMPERATURE IS GREATER THAN 80? F. PROTECT CEMENT- 2. AFTER INITIAL SET, SCRIBE CONTRACTION JOINTS IN EXTERIOR WORK Lid B. DOORS HUNG ON OFFSET PIVOTS WITH FLOOR CLOSERS SHALL PLASTER FROM UNEVEN AND EXCESSIVE EVAPORATION DURING HOT, DRY EVERY 3' IN EACH DIRECTION OR AS INDICATED ON REFLECTED CEILING HAVE AS MANY PIVOT POINTS AS MENTIONED ABOVE, CONSIDERING B. REFERENCE STANDARDS: WEATHER. PLAN BY CUTTING THROUGH 2/3 OF THE CEMENT PLASTER DEPTH, �t THE TOP PIVOT AND FLOOR HINGE, EACH BEING A PIVOT POINT. 1. FGMA - GLAZING MANUAL. NEATLY, IN STRAIGHT LINES. N 2. FGMA - GLAZING SEALING SYSTEMS MANUAL. G. MATERIALS- 3. LOCATE EXTERIOR CONTROL AND EXPANSION JOINTS EVERY 12' IN ti 0. PANIC DEVICES: 3. ASTM C1036 -- STANDARD 5PECIr iC,AT!nN FOR FLAT GLASS. 1. PORTL,"ANO CEMENT: ASTM C150 TYPE I OR II. PLASTIC CEMENT EACH DIRECTION. OR AS INDICATED ON REFLECTED CEILING PLAN. a: 1. ALL PANIC DEVICES SHALL BE "UL" LISTED FOR LIFE SAFETY. 4. 16CFR 12.01 - SAFFTY ;"IANDARD FOR ARCHITECTURAL GLAZING WILL NOT bL ALLOWFD. 4. ESTABLISH CONTROL AND EXPANSION JOINTS WITH BACK TO BACK O Z PANIC [DEVICES FOR LABELED FIRE DOORS SHALL BE "UL" LISTED AS MATERIALS C`, CONSUMER PRODUCT SAFEI ' COMMISSION. 2. SPECIAL FINISHING HYDRATED LIME: ASTM C206, TYPE S. CASING BEADS, SET 1/4" APART. SET BOTH BEADS OVER 6" WIDE STRIP 0 cr FIRE EXI f HARDWARE. ALL EXIT DEVICES SHALL ALSO BE LISTED BY 3. BONDING AGENT: ANSI/ASTM C631; TYPE RECOMMENDED FOR BONDING OF POLYETHYLENE SHEET FOR AIR SEAL CONTINUITY. }- _ 0 THE CALIFORNIA STATE FIRE MARSHALL. C. SAMPLES: SUBMIT SAMPLES, 12" SQUARE, OF EACH TYPE OF GLASS WITH PLASTER TO CONCRETE AND CONCRETE MASONRY SURFACES; MANUFACTURED 5. COORDINATE JOINT PLACEMENT WITH OTHER RELATED WORK,. 2. EXIT DEVICES MOUNTED ON MINERAL OR PAR-�ICLE CORE FIRE DOORS FINISHED EDGE; AND STRIPS, 12" LONG, OF EACH COLOR OF SEALANT. BY WELDCRETE. SHALL BE ATTACHED WITH CLOSED HEAD SEX BOLTS. 4. AGGREGATES: ASTM C144. J. PLASTERING: LL D. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS ILLUSTRATING FULL-SIZE 5. FINISH COAT: INTEGRALLY COLORED PLASTER IN CUSTOM COLOR, IN 1. APPLY PLASTER IN ACCORDANCE WITH ASTM 0926 AND MANUFACTURER'S 3: _ P. WEATHERSTRIPPING AND GASKETS: WHERE NOT PROVIDED ELSEWHERE, DETAILS OF METHOD OF INSTALLATION AND ATTACHMENT OF GLAZING ACCORDANCE WITH ARCHITECT?S CONTROL SAMPLES. IN ADDITION TO INSTRUCTIONS. 0 PROVIDE CONTINUOUS WEATHERSTRIPPING AT TOP AND SIDES OF EXTERIOR CHANNELS, AND METHOD OF INSTAL'ING GLASS INTO GLAZING SYSTEMS. INTEGRAL COLOR, FINISH TO BE FIELD PAINTED AS SPECIFIED UNDER 2. BONDING AGENT- WHERE REQUIRED r,PPLY SURFACE APPLIED BONDINC Q ._._ DOORS, AND PROVIDE FIRE RATED GASKETS AT TOP AND SIDES OF EXTERIOR SHOW ELEVATIONS INDICATING LOCATIOIJS OF MARKINGS, SUCH AS TEMPERED PAINTING SECTION. AGENT PER MANUFACTURER'S RECOMMENDATIONS. z CL AND INTERIOR FIRE RATED DOORS. GLASS LABELS OR MANUFACTURER?S NAME. 6. WATER: CLEAR AND FREE FROM SUBSTANCES HARMFUL TO PLASTER. 3. APPLY BROWN COAT TO A NOMINAL. THICKNESS OF 3/8" AND A FINISH 7. MISCELLANEOUS MATERIALS: AS HEREINAFTER SPECIFIED AND AS COAT TO A NOMINAL THICKNESS OF 1/8" OVER MASONRY OR CONCRETE Q. HARDWARE FOR ENTRANCE DOORS: E. STRUCTURAL CALCULATIONS: PROVIDE STRUCTURAL. DESIGN FOR LATERAL NECESSARY TO COMPLETE THIS WORK. SURFACES. EMBED AND FILL ALL SURFACES OF MASONI , AND SCRATCH 1. FINISH: BRASS. SUPPORT OF GLAZED PARTITIONS AS REQUIRED BY GOVERNING CODES AND 8. METAL LATH: VERTICAL CURFACES HORIZONTALLY. SCRATCH HORIZONTAL SURFACES IN 2. KAWNEER TOP OFFSET PIVOTS FOR USE WITH SAM-11 CONCEALED REGULATIONS. CALCULATIONS SHALL BE SIGNED BY STRUCTURAL ENGINEER 9. SELF-FURRING GALVANIZED DIAMOND MESH EXPANDED METAL LATH: ONE DIRECTION ONLY. _ co OVERHEAD CLOSERS. REGISTERED IN STATE WHERE PROJECT IS LOCATED. .3.4 LBS. PE_R SQ. YD. MINIMUM, CU F AND EXPANDED FROM GALVANIZED 4. APPLY SCRATCH COAT TO A NOMINAL THICKNESS OF 31' ", BROWN COAT M 3. LOCKS: CONTROLLER THREE-POINT LOCK SYSTEM. COPPER BEARING STEEL SHEETS, SECURED TO BUILDING CODE APPROVED TO A NOMINAL THICKNESS OF 3/8", AND A FINISH COAT TO A NOMINAL < LO 4. CLOSER.- SINGLE ACTING SAM-11 CONCEALED OVERHEAD CLOSER. F. LAMINATED GLASS: TWO PANES OF EQUAL THICKNESS, LAMINATED ASPHALT FELT PAPER BACKING, SIMILAR TO CEMCO PAPER BACKED THICKNESS OF 1/8" OVER METAL LATHED OR SELF-FURRING ,�... ! 5. EXIT DEVICE: ARCHITECT'S CLASSIC STYLE CR. TOGETHER WITH PLASTIC INTERLAYER AT LEAST 0.030" THICK; FLOAT DIAMOND MESH LATH. REINFORCEMENT. NOMINAL PLASTER THICKNESSES MINIMUM 7/8". 0 6. PUSH/PULL: ARCHITECT'S CLASSIC STYLE_ C09. GLASS, CLASS 1 FOR BOTH PANES. TOTAL THICKNESS 3/8". 10. WIRE: U.S. STEEL WIRE GAGE: 5. INTERRUPT APPLICATION OF PLASTER ONLY AT JUNCTIONS OF PLASTER 7. THRESHOLD: NONE. 11, TIE WIRE FOR SECURING TOGETHER METAL FRAMING AND METAL PLANES, AT OPENINGS, OR AT CONTROL JOINTS. G. POLISHED PLATE OR FLOAT GLASS: FF DD-G--451, TYPE 1, CLASS 1, 03 STUDS ZINC-COATED, SOFT .ANNEALED LOW CARBON STEEL WIRE, 16 6. TOOL THROUGH SECOND AND FINISH COATS TO PRODUCE "V" JOINTS AT R. MISCELLANEOUS HARDWARE: (GLAZING SELECT), CLEAR; MINIMUM 1/4" THICK. GAUGE. INTERSECTION OF FRAMES OR OTHER ITEMS OF METAL OR WOOD WHICH I 1. MISCELLANEOUS HARDWARE ITEMS NECESSARY TO COMPLETE THE WORK A. USE 18 GAUGE WIRE FOR SECURING METAL LATH TO METAL ACT AS PLASTER GROUNDS. i SHALL BE LISTED IN THE HARDWARE SETS. H. TEMPERED GLASS: PLATE OR FLOAT QUALITY, CLEAR, THICKNESS AS FRAMING, TAPING LATH TOGETHER, AND SECURING LATHING 7. MOIST CURE SCRATCH AND BROWN COATS, BY FINE FOG SPRAY. APPLY 2. FURNISH SILENCERS W07 (BBW) AT ALL HOLLOW L'�THL FRAMES NOT SCHEDULED; CONFORMING TO FS DD-G-1403, KIND FT AND ANS' 257.1. ACCESSORIES. BROWN COAT IMMEDIATELY FOLLOWING INITIAL. SET OF SCRATCH GOAT, D ApC REQUIRING SEALS OR WEATHERSTRIP. EXPOSED TONG MARKS SHALL NOT BE PERMITTED. 12. HANGER WIRE FOR SUSPENDED CEILINGS: 8 GAUGE, ZINC- COATED FLAT TO TRUE SURFACE, AND FREE OF IMPERFECTIONS WHICH WOULD '� �l 3. DOOR STOPS- GLYNN-JOHNSON OR EQUAL. 1. PROVIDE TEMPERED GLASS AT ALL LOCATIONS WHERE GLASS OCCURS SOFT ANNEALED LOW CARBON STEEL WIRE. REFLECT IN FINISH COAT. CURE SCRATCH AND BROWN COATS A MINIMUM dc�I S. TOM fit{' R B {�4. WEATHERSTRIPPING AND SEALS: PEMKO OR EQUAL. WITHIN 18" OF FLOOR. 13. CHANNELS: 3 4", 1-1 2" LESTE AND 2" HOT-ROLLED OR COLD-ROLLED OF 48 HOURS AFTER APPLICATION. DRS '� STEEL, GALVANIZED OR PRIME COATED. 8. AFTER CURING, DAMPEN BROWN COAT PRIOR TO APPLYING FINISH � 668 S. KEYING: 1. GLAZING TAPE: PREFORMED BUTYL TYPE; NAAMM #SS-1B-68, WITH 14. USE: SUPPORTING CHANNELS FOR HORIZONTAL FRAMING AND COAT. ' 1 1. KEY AND REGISTER All LOCKS, PROVIDING FOR GRAND MASTER, INTEGRAL SPACING DEVICE; 10-15 DUROMETER HARDNESS; PAPER RELEASE; CEILINGS, VERTICAL FRAMING AND PARTITIONS, FURRING, BRACING, 9. RECONSOLIDATE BROWN COAT BY FLOATING, AND ROUGHEN TO ASSURE SAN FRANCISCO,CA MASTER KEY ALIKE OR KEY DIFFERENT KEYING. THE HARDWARE SUPPLIER OF THICKNESS AND WIDTH AS REQUIRED FOR PARTICULAR JOB CONDITIONS. , AND ANCHORS. BOND WITH FINISH COAT. SHALL BE RESPONSIBLE FOR INSTITUTING A KEYING CONFERENCE, 15. LATHING ACCESSORIES: i0. APPLY FINISH COAT AND WOOD FLOAT STEEL_ TROWEL TO A SMOOTH '9 O� INCLUDING OWNER AND ARCHITECT, ALLOWING SUFFICIENT TIME FOR J. SETTING BLOCKS: NEOPRENE; 70-90 DUROMETER HARDNESS; 4" LONG X A. GENERAL: PROVIDE METAL SHAPES USED AS GROUNDS OF AND CONSISTENT FINISH. TEXTURE OF FINISH COAT TO MATCH �OF OVA DELIVERY, SO AS NOT TO DELAY THE PROJECT. 3/8" THICK X 1/4" HIGH. DIMENSIONS REQUIRED FOR PLASTER THICKNESS. ARCHITECT'S CONTROL SAMPLES. j I 2. PROVIDE THE FOLLOWING KEYS: B. NO JOINTS PERMITTED FOR LENGTHS UNDER 12'. 11. AVOID EXCESSIVE WORKING OF S,JRF ACE. DELAY TROWELLING AS A. GRANDMASTER: 2 KEYS TOTAL. K. SPACER SHIMS: NEOPRENE; 50 DUROMETER HARDNESS; 3" LONG X 3/32" C. UNDERLAYMENT: ASPHALT SATURATED NO. 15 FELT, LONG AS POSSIBLE TO AVOID DRAWING EXCESS FINES TO SURFACE. NO' OAT* am B. MASTER: 2 KEYS TOTAL. THICK X 1/4" HIGH. D. BASE SCREEDS: FORMED STEEL, M�N;WUM 26 GAUGE; SQUARE 12. HAND APPLY AGGREGATE SURFACING TO FULL. SURFACE COVERAGE. 25 JUL 96 PERMT C. EACH LOCKSET: 2 KEYS EACH. EDGE, OF LONGEST POSSIBLE LENGTH; SIZED AND PROFILED TO SUIT 13. MOIST CURE FINISH COAT FOR MINIMUM PERIOD OF SEVEN DAYS. 3. CONSTRUCTION KEYING: PROVIDE CONSTRUCTION CYLINDERS FOR DOORS L. GASKETS: POLYVINYL CHLORIDE OR MANUFACTURER'S STANDARD, TO SUIT APPLICATION; GALVANIZED FINISH. REQUIRING LOCKS DURING CONSTRUCTION. REPLACE WITH PERMANENT ALUMINUM OR STEEL SECTIONS AS APPLICABLE, E. CASING BEADS: FORMED FROM 24 GAUGE GALVANIZED STEEL K. FURRING FOR SUSPENDED PLASTER CEILINGS: CYLINDERS JUST PRIOR TO OCCUPANCY. WITH EXPANDED METAL WINGS. SIMILAR TO MILCOR NO. 66. 1. HANGERS: PROVIDE On'E 8 GAUGE HANGER WIRE FOR A MAXIMUM OF 16 M. INSTALL GLASS AS DEI,AII FG IN ACCORDANCE WITH FGMA STANDARDS FOR F. SMALL_ NOSE CORNER BEADS.- FORMED FROM 26 GAUGE SQ. FT. OF CEILING AREA. r T. THRESHOLDS: PEMKO OR EQUAL_. BHMA 628 (US28), SATIN ALUMINUM, TYPE OF FRAME SYSTEM TO BE USED, AND WITH RECOMMENDATIONS OF DOOR GALVANIZED STEEL WITH EXPANDED METAL 'WINGS, INTEGRAL WITH A. IN STEL CONSTRUCTION, WRAP HANGERS AROUND OR INSERT - CLEAR AHODIZED. AND FRAME MANUFACTURERS. NOSE OF HEAD. MINIMUM WEIGHT OF 205 LBS. PER 100 LINEAR THROUGH THE STEEL STRUCTURE OR OTHER METHOD BEST SUITED 10 1. INSTALL GLASS SUCH THAT GLASS MARKINGS, SUCH AS FEET. SIMILAR STYLE TO MILCOR NO. 1. CONDITIONS, TO DEVELOP THE FULL STRENGTH OF THE HANGERS. U. MOUNTING HEIGHTS FOR HARDWARE: HEIGHTS GIVEN ARE CENTER LINE MANUFACTURER'S NAME OR TEMPERED GLASS DESIGNATIONS, ARE RIGHT-- G. CORNER REINFCKCING: PRESHAPED TO 105 DEGREES, SIZE 3" 2. MAIN RUNNERS AND CROSS FURRING. HEIGHTS UP FROM FLOOR UNLESS OTHERWISE STATED AND SHALL BE SUBJECT SIDE UP, LEVEL AND STRAIGHT. LOCATE MARKINGS IN ACCORDANCE WITH X 3", MANUFACTURED FROM COPPER BEARING STEEL LATH, WITH A. INSTALL 1-1/2" RUNNER CHANNELS AT 4 FT. O.C. WITH TO THE CALIFORNIA ARCHITECTURAL BARRIERS LAW AND THE AMERICANS SHOP DRAWINGS. IF NOT REVIEWED ON SHOP DRAWINGS, LOCATE CENTER STIFFENER. HANGER WIRES SPACED AT 4 FT. O.C. MAXIMUM. WITH DISABILITIES ACT (ADA); HEIGHTS GIVEN INDICATE THAT ALL SHALL MARKINGS IN THE LOWER LEFT-HAND CORNER OF GLASS PANELS. H. EXTERIOR CORNER REINFORCEMENT: EQUIVALENT TO K-L.ATH B. SPACE 3/4 FURRING CHANNELS AT 13-1/2" O.C. BE AT ONE HEIGHT W11HIN LIMITS GIVEN. HEIGHTS OF ITEMS NOT LISTED CORP.'S KWIK CORNER. 3. CLEARANCE. PROVIDE NOT LESS THAN 1" BETWEEN THE ENDS OF MAIN HERE OR SHOWN ON DRAWINGS SHALL BE IN ACCORDANCE WITH 1. EXPANSION ANO CONTROL JOINTS IN EXTERIOR CEMENT RUNNERS AND ABUTTING MASONRY OR CONCRETE WALLS, PARTITIONS OF -------- - ----- RECOMMENDATIONS OF BUILDERS HARDWARE ASSOCIATION; SUBJECT TO 09200 PORTLAND CEMENT PLASTER PLASIER: ONE OF THE FOLLOWING: COLUMNS. REVIEW BY ARCHITECT. 1) MILCOR NO. 40 WITH ADJUSTABLE OPENING, 24 A. W'IERE SPECIAL CONDITIONS REQUIRE THAT MAIN RUNNERS BE 1. LOCKS AND LATCHES: 38 INCHES FROM FINISH FLOOR TO CENTER OF A SECTION INCLUDES: GA(�;E ZINC ALLOY. I.ET INTO ABUTTING MASONRY OR CONCRETE CONSTRUCTION, PROVIDE. MAWM TrfU LEVER. 1. EXTERIOR PORTLAND CEMENT PLASTER. 2) KEENE EXPANSION JOINT NO. 40, 24 GAUGE ZINC A CLEARANCE WITHIN SUCH CONSTRUCTION OF NOT LESS THAN 1" 2. D )OR PULLS: 44 INCHES FROM FLOOR TO CENTER OF GRIP, 2. FURRING AND LA THING. ALLOY, MANUFACTURED BY KEENE CORP. FROM THE ENDS AND NOT LESS THAN 1/8" FROM THE TOPS AND SIDES S. PJSH PL/,TE: 44 INCHES FROM FLOOR TO CENTER Or P,.ATE. 3. PLASTER ACCE�SOF%iLrS. J. ANCHORAGES: NAILS, STAPLES OF TYPE AND SIZE TO SUIT OF THE RUNNERS. COORDINATE WITH PULL LOCATION. APPLICATION, GALVANIZED TO RIGIDLY SECURE LATH AND 4. LOCATE A MAIN RUNNER WITHIN 6" OF THE PARALLELING WALLS TO 4. PUSH -PULL. BAR: 42 INCHES FROM FLOOR TO CENTER OF BAR. B. REQUIREMF NTS OF REGULATORY ACENCIE:S: ASSOCIATED METAL ACCESSORIES IN PLACE, SUPPORT THE ENDS OF THE CROSS FURRING. 5. TOP HINGE: TO ,JAMB MANUFACTURER`)' TANDARD, BUT NOT ( REATER 1. AS A MINIMUM RFQUIREMENT. INSTALL PLASTER TO MEET K. POLYETHYLENE SHEET: CLEAR, 6 MIL THICK. A. SUPPORT THE ENDS OF MAINRUNNERS AT WALLS BY HANGERS SPECIFICATIONS THAN 10 INCHES FROM HEAD OF FRAME To CENTER LINE OF HINGE. REQUIREMENTS OF GOVERNING BUILDING CODE AND ASTM C926. L. MISCELLANEOUS MATERIALS: AS HEREINAFTER SPECIFIED, AS LOCATED NOT MORE THAN 6 . FROM SUCH ENDS. 6. BOTTOM HINGE: TO JAMB MANUFACTURER'S STANDARD, BUT NOT 2. FIRE RESISTANCE RATING: UL TESTED AND LISTED FOR TYPE OF INDICATED, AND AS NECE' SVRY TO COMPLETE THIS WORK. 5. WHEN MAIN RUNNERS ARE SPLICED, OVERLAP THE ENDS NOT LESS THAN GREATER THAN 12- 112 INCHES FROM FLOOR TO CENTER UNE OF HINGE. CONSTRUCTION REQIJIRED. 12" (WITH FLANGES OF CHANNELS INTERLOCKED) AND SECURE TIE NEAR 7. INTERMEDIATE HIND S: EQUALLY SPACED BETWEEN TOP AND BOTTOM EACH END OF THE SPLICE WITH WIRE LOOPED TWICE AROUND THE HINGES AND FROM EACH OTHER. CHANNELS. 8. HINGE MORTISE ON DOOR LEAF: 1/4 INCH TO 5/16 INCH FROM STOP 6. CROSS FURRING: SECURELY SADDLE-TIED TO MAIN RUNNERS AT EACH SIDE OF DOOR. CROSSING. SCAU AS SHOWN 9, DEAD BOLT: NOT MORE THAN 44 INCHES FROM FLOOR TO OPERATING 7. WHEN CROSS FURRING MEMBERS ARE SPLICED, OVERLAP 'THE ENDS NOT �._ LEVER. LESS THAN 8" (WITH FLANGES OF CHANNELS INTERLOCKED) AND PROJECT NO. _ 6042 10. EXIT DEVICE: 40 INCHES FROM FLUOR TO CENTER OF TOUCH BAR, SECURELY WIRETIE NEAR EACH END OF THE SPLICE WITH DOUBLE LOOPS. CARD I" NA-M 6042A06DWc 8. d0 NOT LET CROSS FURRING INTO NOR COME IN CONTACT WITH 38 INCHES FROM FLOOR TO CENTER OF CROSS BAR. MA ABUTTING MASONRY OR REINFORCED CONCRETE WALLS OR PARTITIONS. °� O NO' 9. FORM ALL OPENINGS IN CEILINGS AND FRAME ALL OPENINGS FOR RECESSED LIGHT FIXTURES, AIR DIFFUSERS, ACCESS DOORS, ETC. AO , 6 PacBic Hwy. 16660 SIR A-4 BLIP 96-C;qSA,MEC 96-0212 ,0133 .. i, If this uolice appears clearer Lha►► the document, the doculuenl is of margil"al �I�II��iI� Int►,i�I�I�I��,�j1�IJl�lil�l w 24X INCH MADE IN ENINA ° - ( - A ^�- - C� ..w._. I I O ' C D 1141111,',111I1111H1 IIIIIIHIIIfifi�ilii�MI' IU110il 'fl) tildw!U111IIIIIIIIIIIIIIIII111111111iiIlIIIIIIIIIiIIIII II11�nnIIIII�IIIIII;tl�llllllnl�nlilnnlllllllllllnlllllllllnllll�Iltll�llll�IIIL�NILhtM4 fi11I1t11I11 "Mitt 111inli I E S T E R 0.1 1. SPECIFICATION 2. SPECIFICATION 3" SPECIFICATION 4. SPECIFICATION L 09200 PORTLAND CEMENT PLASTER (CONTINUED) F. AGGREGATED PORTLAND CEMENT BOARD: PROVIDE AS A SUBSTRATE FOR ALL RSINGLE-LAYER STANDARD GYPSUM BOARD: W. TILE BACKER BOARD INSTALLATION: APPLY GLASS-FIBER TAPE OVER JOINTS T 0 M .CERAMIC TILE WALLS: 1. ERECT IN DIRECTION MOST PRACTICAL AND ECONOMICAL. AND CORNERS, EMBED TAPE AND COVER ALL SCREW HEADS NTH 1. VINYL COATED WOVEN GLASS-FIBER MESH EMBEDDED IN BOTH 2. ALL ENDS AND EDGES SHALL BE OVER FRAMING MEMBERS OR OTHER LATEX/PORTLAND CEMENT MORTAR MIXED WITH LAiiCRETE 4237, OR EQUAL, A. APPLY METAL LATH WITH THE LONG DIMENSION AT RIGHT ANGLES TO SURFACES, FOR CERAMIC TILE WALLS. SOLID BACKING EXCEPT WHERE TREATED JOINTS OCCUR AT RIGHT ADDIIT IN COMPLIANCE NTH THE MANUFACTURER'S RECOMMENDATIONS. SUPPORTS. STAGGER ENDS OF LATH TO AVOID A CONTINUOUS JOINT ON THE 2. USG DUROCK TiLE BACKER BOARD; SQUARE EDGE, 1/2" THICK, 3' ANGLES. LEAVE SURFACES FLAT AND SMOOTH. SAME SUPPORT. LATH AT SIDES NOT LESS THAN 1/2" AND NOT LESS THAN WIDE AND MAXIMUM LENGTH TO SUIT APPLICATION, OR EQUAL. 3. MAXIMUM GAP AT FLOOR SHALL BE 1/2". 1" AT ENDS. LAP ENDS OF LATH AT SUPPORT. BUTT LATH INTO INTERNAL 3. JOINT REINFORCEMENT: 2" WIDE DUROCK GLASS-FIBER, OPEN-WEAVE 4. WHERE SO INDICATED, ADHERE SINGLE-LAYER GYPSUM BOARD DIRECTLY X. ELECTRICAL BOXES: ARCH I TELT ANGLES. DIAMOND MESH LATH MAY BE BENT AROUND INTERNAL AND EXTERNAL TAPE, TYPE P. ON CONCRETE OR MASONRY WALLS, USING ADHESIVE IN ACCORDANCE WITH ES) WITHOUT USE OF CORNER REINFORCEMENT, BUT 1, WRAP COMPLETELY WITH SELF-ADHERING SOUND PADS. ANGLES ARRO2. SEAL SOUND PADS TO BACKSIDE OF ELECTRICAL BOX. 4 T 5 S A N WITH REFERENCED STANDARDS. S 0 M E OTHER TYPES OF METAL LATH, USE CORNER REINFORCING. G. ELECTRICAL BOX SOUND PADS: 1. 1/8* THICK, 6" X 8" POLYBUTENEBUTYL PADS, SELF-ADHESIVE. S. DOUBLE-LAYER APPLICATIONS: 3. LEAVE NO GAPS, S U I T E 5 1 0 B. WIRE-TiE CORNER REINFORCING ALONG EDGES AT NOT MORE THAN 12" 2. HARRY A. LOWRY & ASSOCIATES, SUN VALLEY, CA (818) 768-4661. 1. USE GYPSUM BACKING BOARD FOR FIRST LAYER. O.C. Y. ACCESS PANELS SHALL BE LOCATED WHERE DIRECTED, REQUIRED OR SHOWN s A N F R A N C I S C 0 2. USE FIRE RATED GYPSUM BACKING BOARD FOR FIRST LAYER AT FIRE ON DRAWINGS: 1. WIRE-TiE METAL LATH TO SUPPORTS AT MAXIMUM 6" O.C. H. NON-RATED CEILING ACCESS PANELS: 'FORM GLAS", "LIFT AND SHIFT", RATED PARTITIONS. 1, INSTALL PLUMB OR LEVEL AND SQUARE WITH ADJACENT CONSTRUCTION. C A t I F 0 R N I A 9 4 1 1 1 2. PLACE A HARE TiE AT SIDE LAPS BETWEEN SUPPOPTS. SQUARE PANELS WITH 1/8" RADIUS CORNERS. 3. ENSURE THAT THE JOINTS OF SECOND LAYER OFFSET THE JOINTS OF 2. OBTAIN ARCHITECTS REVIEW AND COMMENTS FOR ACCESS PANEL TYPES T L 4 1 5 - 9 8 4 0 5 0 0 1. PROVIDE IN LOCATIONS, REQUIRING ACCESS TO MECHANICAL AND FIRST LAYER A MINIMUM OF 10". AND LOCATIONS NOT SHOWN ON THE DRAWINGS BUT NECESSARY DUE TO C. FOLLOW RECOMMENDATIONS AND SUGGESTIONS OF REFERENCED STANDARD ELECTRICAL, WHICH DO NOT REQUIRE RATED ACCESS PANELS. 4. FOR DOUBLE-LAYER APPLICATIONS, SECURE BOTH LAYERS TO FRAMING OTHER REQUIREMENTS. F x c s - s a 0 s 0 4 FOR LOCATION AND SPACING OF CONTROL JOINTS. VERIFY EXACT MEMBERS WITH SCREWS. LOCATIONS WITH ARCHITECT. I. ERECT METAL FRAMING IN ACCORDANCE WITH REFERENCED STANDARDS. I. DO NOT EXCEED MAXIMUM UNBRACED HEIGHT RECOMMENDED BY T. PLACE CONTROL JOINTS AS REQUIRED BY REFERENCE STANDARDS, SHOWN 09600 CERAMIC TILES D. INSTALL METAL PL"cTERING ACCESSORIES TO SUPPORTS OR TO PLASTER MANUFACTURER. ON DRAWINGS, CONSISTENT WITH LINES OF BUILDING SPACES. REVIEW ALL ♦�//1� BASE, USING SH .. IF NECESSARY, TO PROVIDE TRUE GROUNDS FOR 2. ISOLATE STUD SYSTEM FROM TRANSFER OF STRUCTURAL LOADING TO CONTROL JOINT LOCATIONS WITH THE ARCHITECT PRIOR TO INSTALLATION. A. SECTION INCLUDES: v PLASTER. INSTALL ' CCESS PANELS AS REQUIRED AND AS PROVIDED UNDER SYSTEM, BOTH HORIZONTALLY AND VERTiCA1_LY. PLACE CORNER BEADS AT EXTERNAL CORNERS. USE LONGEST PRACTICAL 1. CERAMIC TILE FLOORS, BASE AND WALLS. OTHER SECTIONS. 3. PROVIDE SLIP OR CUSHIONED TYPE JOINTS TO ATTAIN LATERAL LENGTHS. PLACE METAL EDGE TRIM WHERE GYPSUM BOARD TERMINATES, 2. ACCESSORIES, SUCH AS MARBLE THRESHOLDS, SETTING BEDS, GROUT, SUPPORT AND AVOID AXIAL LOADING. BUTTS DISSIMILAR MATERIALS, AND AS INDICATED ON DRAWINGS. SEALER, SEALANTS, TRANSITION STRIPS, FLOOR LEVELING. Q I E. SYSTEM TOLERANCE: MAXIMUM VARIATION FROM TRUE FLATNESS: 1/8" INuj 10 . J. FLOOR RUNNERS: U. FINISHING OF GYPSUM BOARD JOINTS, BEADS, TRIM: IN ACCORDANCE B. REFERENCE SPECIFICATIONS AND STANDARDS: COMPLY WITH w 1. SECURE WITH 1/4" DIAMETER EXPANSION BOLTS; POWDER DRIVEN LITH GA-214: MANUFACTURER'S RECOMMENDATIONS AND THE FOLLOWING UNLESS OTHERWISE Q f - 09250 GYPSUM BOARD SYSTEMS FASTENERS AT LEAST 1" LONG MAY BE USED, WHERE PERMITTED BY 1. LEVEL 1: SPECIFIED IN THIS SECTION. IN CASE OF CONFLICT, COMPLY WITH THE CODE, A. LOCATIONS: PLENUM AREAS ABOVE CEILINGS, IN ATTICS, IN MOST STRINGENT. m A. SECTION INCLUDES: co2. SPACE FASTENERS 4" FROM ENDS OF EACH PIECE.; MAXIMUM 24" ON AREAS WHERE GENERALLY CONCEALED, IN SERVICE AREAS NOT 1. ANSI A108.1 - INSTALLATION OF GLAZED WALL TILE, CERAMIC CENTERS INTERMEDIATELY. NORMALLY OPEN TO PUBLIC VIEW. MOSAIC TILE, QUARRY TILE AND PAVER TiLE WITH PORTLAND CEMENT v } st 1. METAL FRAMING, GYPSUM BOARD, GYPSUM BOARD ACCESSORIES, ACCESS 3. MINIMUM OF TWO FASTENERS PER PIECE OF RUNNER. B. ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE IMBEDDED MORTAR. _ PANELS, AND BACKING PLATES. IN JOINT COMPOUND. 2. ANSI A108.5 - INSTALLATION OF CERAMIC TiLE WITH DRY-SET M Q N 2. SKIM COAT APPLICATIONS AT ALL GYPSUM BOARD SURFACES NOTED TO K. CEILING RUNNERS AT OVERHEAD STRUCTURE: C. SURFACE:.' FREE OF EXCESS JOINT COMPOUND. PORTLAND CEMENT MORTAR OR LATEX-PORTLAND CEMENT MORTAR. LL ►� RECEIVE GLOSS OR SEMI-GLOSS ENAMEL PAINT, VINYL OR FABRIC WALL 1. INSTALL OVER SHORT LENGTHS OF 1 INCH, 22 GAGE "Z" SPACED NOT D. NO TOOL n1AFKS OR RIDGES. 3. ANSI A118.4 - SPECIFICATIONS FOR LATEX-PORTLAND CEMENT COVERING. OVER 48" ON CENTER AND AT RIGHT ANGLES TO RUNNER. REFER TO 2. LEVEL 2: MORTAR. CD DRAWINGS FOR OPTION, USE NOT LE A. LOCATIONS: WHERE WATER RESISTANT GYPSUM BOARD IS USED 4. TILE COUNCIL OF AMERICA (TCA) - HANDBOOK FOR CERAMIC TILE. O = 0 B. REFERENCE SPECIFICATIONS AND STANDARDS: 2. CONTRACTOR'S OPTION, USE NOT LESS THAN 2-1/2' DEEP TOP RUNNER AS A SUBSTRATE FOR WALL TILE.1. COMPLY WITrI MANUFACTURER'S RECOMMENDATIONS AND THE FOLLOWING INSTALLED DIRECTLY TO OVERHEAD STRUCTURE WiTH STUDS TO BE 8. ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE IMBEDDED C. PRODUCT DATA: MANUFACTURER'S TECHNICAL LITERATURE FOR: U 0 UNLESS OTHERWISE SPECIFIED IN THIS SECTION. IN CASE OF FRICTION FIT AND HELD DOWN NOT LESS THAN 1-1/2" IN RACK. IN JOINT COMPOUND, AND ONE SEPARATE COAT OF JOINT COMPOUND 1. WATERPROOF/ISOLATION MEMBRANE. rL Q CONFLICT, COMPLY NTH THE MOST STRINGENT. APPLIED OVER ALL JOINTS, ANGLES, FASTENER HEADS AND 2. SETTING BEDS. 2. ASTM C645 - STANDARD SPECIFICATION FOR NON-LOAD BEARING STEEL L. STUDS: GAGES, DEPTHS, AND SPACING SHOWN, WHERE NOT SHOWN, ACCESSORIES. 3. GROUT. STUDS, RUNNER AND RIGID FURRING CHANNELS FOR SCREW APPLICATION PROVIDE THE FOLLOWING: C. FEATHER COMPOUND COATS ONTO ADJOINING SURFACES SO THAT 4. SEALANT. W Q C7 OF GYPSUM BOARD. 1. UNLESS OTHERWISE SHOWN, SPECIFIED, REQUIRED PER REFERENCE CAMBER IS MAXIMUM 1/32". 5. SEALER. Z d F- 3. ASTM C754 - STANDARD SPECIFICATION FOR INSTALLATION OF STEEL STANDARDS OR BASED ON MANUFACTURER'S RECOMMENDATIONS: PROVIDE D. SURFACES FREE OF EXCESS JOINT COMPOUND. FRAMING MEMBERS TO RECEIVE SCREW ATTACHED GYPSUM WALLBOARD, MINIMUM 20 GAUGE AT 24" MAXIMUM CENTERS TYPICALLY. COMPLY WITH E. NO TOOL MARKS OR RIDGES. D. WARRANTY: THE WORK HEREUNDER SHALL BE WARRANTED FOR A PERIOD OF BACKING BOARD, OR WATER-RESISTANT BACKING BOARD. MANUFACTURER'S RECOMMENDATIONS FOR GAUGE AND SPACING OF STUDS F. DO NOT SCUFF PAPER SURFACE OF GYPSUM BOARD WHEN SANDING NOT LESS THAN FIVE YEARS AGAINST DEFECTS IN MATERIAL AND 4. ASTM C36 - STANDARD SPECIFICATION FOR GYPSUM WALLBOARD. TO PROVIDE A MAXIMUM WALL DEFLECTION OF L/240 WITH WALL JOINTS. WORKMANSHIP. I 5. ASTM C630 - STANDARD SPECIFICATION FOR WATER-RESISTANT GYPSUM COMPLETED AND FINISHES INSTALLED. 3. LEVEL 3: BACKING BOARD. 2. STUDS AT WALL-MOUNTED ITEMS: INSTALL MINIMUM i6 GAUGE STUDS A. LOCATIONS: ALL EXPOSED WALLS TO RECEIVE TEXTURED PAINT E. MATERIALS AND ACCESSORIES: 2 v 6. ASTM C442 - STANDARD SPECIFICATION FOR GYPSUM BACKING BOARD. AT 16" MAXIMUM CENTERS AT WALL HUNG LAVATORIES, URINALS, GRAB OR HEAVY-GRADE WALLCOVERINGS, USE IN OTHER LOCATIONS 1. MARBLE THRESHOLDS: MIA CLASS A, DULL, SMOOTH SURFACE FINISH. 7. ASTM C665 - STANDARD SPECIFICATION FOR MINERAL FIBER BLANKET BARS, WALL-HUNG CASEWORK, FIXTURES OR EQUIPMENT; IN ADDITION INDICATED ON DRAWINGS. COLOR AS NOTED, SIZES, SHAPES AND THICKNESS AS DETAILED; IN Q r THERMAL INSULATION FOR WOOD FRAME AND LIGHT CONSTRUCTION PROVIDE 16 GAUGE STUDS WHERE SHOWN ON DRAWINGS. B. ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE IMBEDDED CONFORMANCE WITH ARCHITECT'S CONTROL SAMPLES. O BUILDINGS. 3. STUDS AT CERAMIC TiLE: PROVIDE MINIMUM 20 GAUGE STUDS AT 16" IN JOINT COMPOUND, AND TWO SEPARATE COATS OF JOINT COMPOUND 2. INTERIOR FLOOR LEVELING: LATICRETE 226 THICK BED MORTAR MIX 8. ASTM C840 - STANDARD SPECIFICATION FOR APPLICATION AND MAXIMUM CENTERS. APPLIED OVER ALL JOINTS, ANGLES, FASTENER HEADS AND CAGED WITH LATiCRETE 3701 MORTAR ADMIX. Z FINISHING OF GYPSUM BOARD. 4. PROVIDE EXTRA STUDS AS REQUIRED TO MOUNT ELECTRICAL OR ACCESSORIES. 3. WATERPROOF/CRACK ISOLATION MEMBRANE FOR INTERIOR FLOORS AND 9. ASTM C475 - STANDARD SPECIFICATION FOR JOINT TREATMENT MECHANICAL CONTROLS WHERE SHOWN. INSURE STUDS WILL REMAIN C. SURFACES FREE OF EXCESS JOINT COMPOUND. WALLS: COLD APPLIED LIQUID RUBBER POLYMER WITH POLYESTER MATERIALS FOR GYPSUM WALLBOARD CONSTRUCTION. PLUMB; CRIMP OR SCREW ATTACH TO RUNNERS AS REQUIRED. D. FEATHER COMPOUND COATS ONTO ADJOINING SURFACES SO THAT REINFORCING FABRIC; LATiCRETE 9235. 10. ASTM E119 - FIRE TESTS OF BUILDING CONSTRUCTION MATERIALS. 5. WALLS OVER 6" DEEP: WHERE PARTITIONS ARE MORE THAN 6" DEEP, CAMBER IS MAXIMUM 1/32". 4. THiNSET SETTING BED FOR INTERIOR WALLS, FLOORS: LAITCRETE 11. LEVELS -90 - GYPSUM DASSOCIATIONFINISH. RECOMMENDED SPECIFICATION: INSTALL TWO ROWS OF 2-1/2" (MINIMUM) WIDTH STUDS, NTH 1-1/2" " E. NO TOOL MARKS OR RIDGES. WHITE 211 CRETE MIX FILLER POWDER GAUGED WITH LA11CRETE 4237 �10tEDARC, LEVELS OF GYPSUM BOARD FINISH. RUNNER CHANNEL CROSS TiES AT 16 CENTERS VERTICALLY AND 24 F. DO NOT SCUFF PAPER SURFACE OF GYPSUM BOARD WHEN SANDING ADDITIVE. 12. GA-216 - GYPSUM ASSOCIATION RECOMMENDED SPECIFICATIONS FOR CENTERS HORIZONTALLY, ALL BOLTED OR SCREW FASTENED IN PLACE. JOINTS. 5. SETiiNG BED ON COUNTERTOPS: 1HINSET SETiiNG BED, CONSISiiNG C)� LESTER e. TOM FTI THE APPLICATION AND FINISHING OF GYPSUM BOARD. MANUFACTURER'S STANDARD SUGGESTED DETAIL FOR DEEP WALLS MAY BE 4. LEVEL 4: OF LATrCRETE WHILE FLOOR AND WALL 1HINSET GAGED WITH LATICRETE ERB 13. TERMINOLOGY. - GYPSUM ASSOCIATION GLOSSARY OF GYPSUM BOARD SUBMITTED FOR RENEW BY THE ARCHITECT. SOUND WALLS SHALL BE A. LOCATIONS: ALL EXPOSED WALLS TO RECEIVE FLAT PAINT, 333 FLEXIBLE ADDITIVE. 3668 TERMINOLOGY. CONSTRUCTED AS DETAILED. TEXTURED COATINGS OR LIGHT-TO-MEDIUM-GRADE BACKED VINYL 6. GROUT: LATICRETE LATAPDXY SP-100 WATER CLEANABLE EPDXY 14. PROVIDE FIRE-RESISTANCE RATED ASSEMBLIES IDENTICAL TO 6. INSTALL STUDS PLUMB, SQUARE AND STRAIGHT. WHERE STUDS EXTEND WALLCOVERINGS. USE IN OTHER LOCATIONS INDICATED ON DRAWINGS. GROUT. SAN FRANCISCO.CA THOSE INDICATED BY REFERENCE TO THE GYPSUM ASSOCIATION "FIRE TO STRUCTURE ABOVE, CUT STUDS 1/2" SHORT AND DO NOT SECURE B. ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE IMBEDDED 7. SEALANTS: POINT CONTROL AND EXPANSION JOINTS IN WALLS AND RESISTANCE DESIGN MANUAL" CURRENT EDITION OR AS OTHERWISE GYPSUM BOARD TO TOP TRACK. PROVIDE FOR DEFLECTION OF STRUCTURE IN JOINT COMPOUND, AND THREE SEPARATE COATS OF JOINT FLOORS WITH SEALANT. COMPLY NTH THE REQUIREMENTS OF JOINT �4 G� APPROVED BY THE AUTHORITIES HAVING JURISDICTION. ABOVE. COMPOUND APPLIED OVER ALL JOINTS, ANGLES, FASTENER HEADS AND SEALERS SECTION AND REFERENCED STANDARDS. COLOR AS SELECTED BY k0pCol ACCESSORIES. ARCHITECT. C. MAINTAIN CONTINUOUS, UNIFORM, BUILDING WORKING TEMPERATURES OF M. STIFFENERS: PROVIDE 3/4' COLD ROLLED CHANNELS; USE TWO ROWS AT C. SURFACES FREE OF EXCESS JOINT COMPOUND. B. METAL EDGE/TRANSITION STRIP: SATiN FINISH STAINLESS STEEL NOT LESS THAN 55 DEGREES F FOR A MINIMUM PERIOD OF 48 HOURS PRIOR THIRD POINTS FOR STUDS WITH FINISH ONE SIDE ONLY; ONE ROW AT D. FEATHER COMPOUND COATS ONTO ADJOINING SURFACES THAT ANGLE WITH ANCHORING FEATURES, HEIGHT TO MATCH WITH TOP SURFACE D'n lout TO, DURING AND FOLLOWING APPLICATION OF GYPSUM BOARD AND JOINT MIDPOINT FOR STUDS WITH FINISH BOTH SIDES. SNAP INTO PUNCHED WEB CAMBER IS MAXIMUM 1/32". OF TiLE, AS MANUFACTURED BY SCHLUTER SYSTEMS, INC. (800) 361- 25 JUL M PERMIT TREATMENT MATERIALS OR BONDING OF ADHESIVES. OF EACH STUD; NEST LAPS AND WIRE TiE. E. NO TOOL MARKS OR RIDGES. 3127, F. DO NOT SCUFF PAPER SURFACE OF GYPSUM BOARD WHEN SANDING 9. SEALERS: AQUA-MIX PENETRATING SEALER AND SHINE AND HARDENER; D. STUDS AND ACCESSORIES: N. DOOR AND OPENING FRAMING: INSTALL DOUBLE STUDS AT JAMBS AND JOINTS. AQUAMIX, INC., (310) 946-6877. 1. SCREW-TYPE, PUNCHED C-SHAPED ROLL-FORMED ELECTRO-GALVANIZED EXTEND FROM FLOOR TO STRUCTURE ABOVE, SECURELY ATTACH TO EACH 5. LEVEL 5: STEEL SHEET. OTHER, FLOOR AND HEAD. INSTALL RUNNER AT HEAD (FOR JACK STUDS) A. LOCATIONS: ALL EXPOSED WALLS TO RECEIVE EGGSHELL, SEMI- F. TOLERANCES: FABRICATE TILE NOTED TO RECEIVE POLISHED OR SMOOTH 2. AT SHAFT WALLS USE C-H AND J SHAPED STUDS. AND SECURE TO JAMB STUDS. GLOSS OR GLOSS PAINT OR FABRIC WALLCOVERINCS. ALL EXPOSED FINISH: 3. RUNNERS: MATCHING STUDS. GYPSUM BOARD WALL AND CEILING SURFACES PERPENDICULAR TO AND 1. LENGTH AND WIDTH: PLUS OR MINUS 1/16". 4. STIFFENERS: 3/4" CR STEEL WEIGHING NOT LESS THAN 300 LBS. 0. INSTALL METAL BACKING PLATES FOR SUPPORT OF PLUMBING FIXTURES, ABUTTING EXTERIOR WINDOW GLAZING SYSTEMS. USE IN OTHER 2. THICKNESS: PLUS OR MINUS 1/16". GAUGE TO UNIFORM THICKNESS. PER 1,000 LF; RUST INHIBITIVE COATING. TOILET PARTITIONS, WALL CABINETS, TOILET ACCESSORIES, HANDRAILS, LOCATIONS INDICATED ON DRAWINGS. 3. DEVIATION: 5. GYPSUM BOARD FURRING CHANNELS: SCREW-TYPE, HAT-SHAPED, 2- HARDWARE AND OTHER WALL MOUNTED ITEMS. 3/4" X 7/8" DEEP WITH WIDE FLANGES, 25 GAUGE ELECTRO- B. ALL JOINTS AND INTERIOR ANGLES SHALL HAVE TAPE IMBEDDED A. FROM FLAT EXPOSEC FACE: NOT MORE THAN 1/16" AS GALVANIZED STEEL SHEET. ROLL-FORMED. IN JOINT COMPOUND, AND THREE SEPARATE COATS OF JOINT MEASURED UNDER A STRAIGHT EDGE PLACED AT ANY LOCATION ON A P. LATERALLY BRACE SOFFITS AND PARTITIONS (NOT BRACED BY SUSPENDED COMPOUND APPLIED OVER ALL JOINTS, ANGLES, FASTENER HEADS AND SURFACE OF ANY PIECE. 6. CHANNELS: HOT OR COLO ROLLED, RUST INHIBITIVE PAINTED. CEILING SYSTEM) TO RESIST 5 PSF LATERAL LOAD. VERTICALLY BRACE TO ACCESSORIES. B. FROM SQUARE: PLUS OR MINUS 1/8', MEASURED DIAGONALLY. 7. FASTENERS AND ANCHORAGES: PER REFERENCED STANDARDS. RESIST LOADS AS REQUIRED BY BUILDING CODES. C. SURFACES FREE OF EXCESS JOINT COMPOUND. B. BACKING PLATES: MINIMUM 14 GAUGE X 6" WIDE. D. FEATHER COMPOUND COATS ONTO ADJOINING SURFACES SO THAT G. CUTTING: E. GYPSUM BOARD AND ACCESSORIES: Q. INSTALL GYPSUM BOARD IN ACCORDANCE WITH REFERENCED STANDARDS. CAMBER IS MAXIMUM 1/32". 1. ACCURATELY CUT, DRESS, DRILL, FIT AND FINISH TO SHAPES AND 1. EXAMINE ALL SURFACES TO RECEIVE GYPSUM BOARD. E. NO TOOL MARKS OR RIDGES. DIMENSIONS SHOWN WITH EXPOSED SURFACES TRUE TO LINE AND WITHIN ppUWM TITLE 1. GENERAL: MINIMUM 10% RECYCLED GYPSUM CORE CONTENT AND 100 2. MAKE CERTAIN THAT FRAMING IS PLUMB AND TRUE. F. APPLY A THIN SKIM COAT OF JOINT COMPOUND TO THE ENTIRE SPECIFIED TOLERANCE. GAUGE TO UNIFORM THICKNESS WHERE FINISHED PERCENT RECYCLED PAPER FACE. 3. THE FASTENING SURFACE OF ANY FRAMING OR FURRING MEMBER SHALL SURFACE. EDGES ARE EXPOSED. 2. STANDARD GYPSUM BOARD: MAXIMUM PERMISSIBLE LENGTHS, ENDS NOT VARY MORE THAN 1/8" FROM THE PLANE OF THE FACES OF ADJACENT G. DO NOT SCUFF PAPER SURFACE OF GYPSUM BOARD WHEN SANDING 2. MAKE JOINT EDGES SQUARE, AT RIGHT ANGLES TO FACE; MAKE SQUARE CUT, TAPERED EDGES, 5/8" THICK UNLESS OTHERWISE NOTED. FRAMING OR FURRING MEMBERS. JOINTS. T JOINTS. 3. FIRE RATED GYPSUM BOARD: TYPE X, UL RATED; MAXIMUM 4. ALL GYPSUM BOARD WORK RECEIVING FLAT WALL PAINT SHALL BE 3. UNLESS OTHERWISE ARRISES STRAIGHT, SHARP, TRUE AND CONTINUOUSAT NOTED, MAKE JOINTS 1/8" IN WIDTH. PERMISSIBLE LENGTHS; ENDS SQUARE CUT, TAPERED EDGES, 5/8" THICK FINISHED TO LEVEL 4 AS NOTED IN THE REFERENCED STANDARD. V. REPAIR OF EXISTING GYPSUM BOARD SURFACES: UNLESS OTHERWISE NOTED. 5. ALL GYPSUM BOARD WORK IN AR,"AS ABOVE FINISHED CEILINGS OR 1. REPAIR ALL EXISTING GYPSUM BOARD WALL AND CEILING SURFACES H. PRIOR TO INSTALLING TILE, ENSURE WALL SURFACES ARE PLUMB AND SPECIFICATIONS 4. MOISTURE RESISTANT GYPSUM BOARD: MAXIMUM PERMISSIBLE ATTiC SPACE SHALL BE FINISHED TO LEVEL 1 AS NOTED IN REFERENCED NOTED TO RECEIVE NEW APPLIED FINISHES. FLOOR SURFACES ARE LEVEL OR PROPERLY SLOPED TO DRAIN, WITH MAXIMUM LENGTHS; ENDS SQUARE CUT, TAPERED EDGES, 5/8" THICK UNLESS STANDARD, IN ALL CASES WHEN FIRE RESISTIVE CONSTRUCTION IS 2. REMOVE AND REPLACE GYPSUM BOARD PANELS WITH FRACTURE SURFACE VARIATION OF 1/8" IN 8' FOR THINSET INSTALLATIONS. REMOVE OTHERWISE NOTED. REQUIRED, WORK SHALL BE IN ACCORDANCE WITH BUILDING CODE EXTENDING THROUGH THICKNESS OF PANEL. SUBSTRATE DIRT, GREASE, WAX, CONCRETE SEALERS AND CURING 5. GYPSUM BACKING BOARD: STANDARD AND FIRE RATED TYPES; BUTT REQUIREMENTS. 3. SPACKLE ABRASIONS AND FLOAT IRREGULARITIES AND SAND AS COMPOUNDS, RIDGES AND BUMPS. EDGES, ENDS SQUARE CUT; MAXIMUM PERMISSIBLE LENGTHS, THICKNESS 6. TREAT CUT EDGES AND HOLES IN MOISTURE RESISTANT GYPSUM BOARD REQUIRED TO PRODUCE SURFACE EQUAL TO NEW SURFACE SPECIFIED AS NOTED AD DRAWINGS. NTH SEALANT. HEREIN. I. FILL LOW SPOTS, CRACKS, JOINTS, HOLES AND OTHER DEFECTS MITI 6. CORNER BEADS: BEADEX BIW OR USG "DURABEAD". ---- 7. EDGE TRIM: L METAL BEAD, USG #200-8 OR BEADEX B-4. UNPERLAYMENT. IF REQUIRED FILL IS DEEPER THAN 1/2", MIX ONE PART &CALE AS SHOWN 8. GYPSUM BOARD JOINT TREATMENT: JOINT REINFORCING TAPE AND COARSE SAND BY VOLUME TO TWO PARTS UNDERLAYMENT POWDER AND APPLY PRORCT NO, 6042 JOINT ADHESIVE SHALL BE THE GYPSUM BOARD MANUFACTURER'S SANDED UNDERLAYMENT UP TO 1" DEEP. MIX, APPLY, FLOAT AND TROWEL GADO 1112 WME 6042AUIDWO STANDARD PRODUCTS. UNDERLAYMENT, IN STRICT COMPLIANCE WITH LATICRETE RECOMMENDATIONS, 9. SKIM COAT COMPOUNDS: USE USG READY MIXED ALL PURPOSE JOINT TO LEAVE SMOOTH, FLAT, HARD SURFACE. PROHIBIT TRAFFIC UNTiL DRAWING NO. COMPOUND OR EQUAL. UNDERLAYMENT IS CURED. 10. IMBEDDED METAL REVEALS: BY FRY REGLET, INC., GORDON, PITTGON OR EQUAL. 7 Pacifi O BUP' 4wy,1 0455,MEC Ste.C 55027722 LIP' 7 of 3� If Ihis police appeals Hearer Ih:m the document, the document is of marginal qu5l;;y. I11 111 I11111 1 Jill Jill II1;1I IIIIIII11 111JI III1I�III�I�I I I�I�I�Illil�l} I I�IIII!{If{)I i{{�I�III�I�I CD 24X I t 1 - - - - -- -- - SPECIFICATION 2. SPECIFICATION 3. SPECIFICATION 4. SPECIFICATION LESTER 81 w r ! 09600 CERAMIC TILES (CONTINUED) FINISH COAT COORDINATION: PROVIDE. FINISH COATS WHICH ARE M. PRIME COATS: APPLY PRIME COAT TO MATERIAL WHICH IS REQUIRED TO 09800 CONCRETE SEALERS ��- T o M COMPATIBLE WITH PRIME PAINTS USED. REVIEW OTHER SPECIFICATION BE PAINTED OR FINISHED, AND WHICH HAS NOT BEEN PRIME COATED BY J. INSTALLING TILES: SECTIONS IN WHICH PRIME PAINTS ARE TO BE PROVIDED, TO ENSURE OTHERS. RECOAT PRIMED AND SEALED SURFACES WHERE THERE IS EVIDENCE A. DESCRIPTION: WATER REPELLENT COATING APPLIED TO EXPOSED INTERIOR I. GENERAL: DO NOT USE TILE, TRIM OR THRESHOLDS WITH CHIPS, COMPATIBILITY OF TOTAL COATINGS SYSTEM FOR VARIOUS SUBSTRATES, OF SUCTION SPOTS OR UNSEALED AREAS IN FIRST COAT, TO ASSURE A CONCRETE SLABS. CRACKS, VOIDS, STAINS, OR OTHER DEFECTS WHICH MAY BE VISIBLE IN UPON REQUEST FROM OTHER TRADES FURNISH INFORMATION ON FINISH COAT WITH NO BURN-THROUGH ON OTHER DEFECTS DUE TO THE FINISHED WORK. CHARACTERISTICS OF FINISH MATERIALS PROPOSED FOR USE. PRIOR TO INSUFFICIENT SEALING. B. REFERENCES: 2. PLACE TILE IN ACCORDANCE WITH PATTERNS INDICATED ON DRAWINGS COMMENCEMENT OF PAINTING, NOTIFY ARCHITECT IN WRI TING OF' ANY 1. PIGMENTED ACRYLIC SEALER/PRIMER SHALL BE ROLLER APPLIED TO 1. ASTM D-1653 MOISTURL VAPOR TRANSMISSION. A R C H I T E C T AND WHERE NOT SPECIFICALLY INDICATED, SECURE ARCHITCT'S REVIEW ANTICIPATED PROBLEMS IN USE C- SPECIFIED COATING SYSTEMS WITH GYPSUM WALLBOARD. SPRAY APPLICATION IS NOT ACCEPTABLE. 2. ASTM C-672 SCALING RESISTANCE TEST. �-- j OF PROPOSED LAYOUT, TILE CUTS, MARGINS, ETC., BEFORE PROCEEDING SUBSTRATES PRIMED BY OTHERS. a r s s A N S M E 3. I WITH THE WORK. N. FINISH COATS: C. INTERIOR CONCRETE SLABS: TWO COATS 0OF SEAL-KRETE 10% SOLIDS CAREFULLY PLAN TILE LAYOUTS; NO LESS THAN HALF SIZE TILE WILL F. HARDWARE INSURE THAT HARDWARE IS REMOVED BEFORE PAINTING IS 1, ENAMEL FINISH: ROLL AND REDISTRIBUTE PAINT TO AN EVEN AND ACRYLIC-BASED WATERBORNE SEALER. S U I I E s 1 0 BE PERMITTED AND PATTERN SHALL" BE UNINTERRUPTED FROM ONE WALL STARTED AND REPLACED ONLY WHEN PAINT FINISHES ARE THOROUGHLY DRY. FINE TEXTURE. LEAVE NO EVIDENCE OF ROLLING SUCH AS LAPS, S A N F R A N C 1 S C o + AND/OR FLOOR SURFACE TO THE NEXT AND THROUGH DOORWAYI S OR 1. REMOVAL AND REINSTAI I ATION OF HARDWARE SHALL BE BY OR AT THE IRREGULARITY IN TEXTURE SKID MARKS OR OTHER SURFACE A ' E OPENINGS. ALIGN VERTICAL AND HORIZONTAL JOINTS. DIRECTION OF THE GENERAL CONTRACTOR. IMPERFECTIONS. 10810 TOILET ACCESSORIES c L o R N I A 9 4 1 1 1 4. INSTALLATION METHODS: COMPLY WITH TCA INSTALLATION METHOCS, 2. PIGMENTED (OPAQUE) FINISHES: COMPLETELY COVER TO PROVIDE AN T L 4 1 5 9 8 4 - 0 :5 0 0 i EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARF INDICATED, USING G. SUBSTITUTIONS: PRODUCTS SPECIFIED ARE BY PRATT & LAMBERT EQUAL OPAQUE, SMOOTH SURFACE OF UNIFORM FINISH, COLOR AND COVERAGE. A. ACCESSORIES ARE PRODUCT() OF BOBRICK WASHROOM EQUIPMENT, INC., OR THE MATERIALS SPECIFIED. PRODUCTS BY DECRATREND SINCLAIR OR FULI FR C BRIEN MAY BF CLOUDINESS SPOTTING HOLIDAYS LAPS BRUSH MARKS RUNS, SAGS, EQUAL: P x 4 1 5 9 8 4 0 5 0 4 5. INSTALL THE WATERPROOF/ISOLATION MEMBRANE IN ACCORDANCF WITH SUBMITTED FOR CONSIDERATION AS SUBSTITUTIONS ROPINESS OR OTHER OR IMPERFECTIONS WILL NOT BE ACCEPTABLE. 1. MIRRORS: BOBRICK B-290 SERIES, 24" X 48" UNLESS OTHERWISE MANUFACTURER?S RECOMMENDATIONS, NOTED. 6. WHERE THE PATTERN IS NOT SHOWN, LAY TILE UNITS WITH FIELDS H. CONDITION AND PREPARE SURFACES AND APPLY MATERIALS IN ACCORDANCE 0. FINISH ALL FOUR EDGES OF DOORS WITH THE SAME NUMBER AND KIND OF 2. GRAB BARS: BOBRICK B--6206 X 36" AND B -6206 X 48"; PROVIDE �► CENTERED. UNLESS OTHERWISE NOTED, ALIGN UNITS SQUARE, WITH PAINT MANUFACTURER'S RECOMMENDATIONS UNLESS OTHERWISE COATINGS AS SPECIFIED FOR THEIR MAIN SURFACES. WHERE OPENING INTO STANDARD MOUNTING ANCHORS. PARALLEL, AND STRAIDIT. SPECIFIED IN THIS SECTION, IN CASE OF CONFLICT, COMPLY WITH THE ROOMS HAVING DIFFERENT FINISHES, FINISH DOOR EDGES AS DIRECTED. 0 1 7. WHEN CUTTING IS REQUIRED, GRIND EDGES SMOOTH. ACCURATELY CUT MOST STRINGENT. T D J ( UNITS AROUND WORK OF OTHER TRADES �0 THAT NOt PAINT FACTORY FINISHED ITEMS UNLESS SPECIFICALLY DIRECTED. B. MATERIALS: 1 BRACKETS, FINISH MILL OR SHOP PRIMED ITEMS WITH MATERIALS COMPATIBLE WITH 1. STAINLESS STEEL: ASTM A167, TYPE 302/304, NO. 4 SATIN ESCUTCHEONS, OR OTHER COVERINGS WILL COMPLETELY COVER TILE I. SURFACES TO RECEIVE PAINT SHALL BE CLEAN, DRY, SMOOTH AND DUST PRIME COAT. FINISH. W EDGES. FREE BEFORE APPLICATION OF ANY MATERIAL. PREPARE SURFACES AS 2. MOUNTING DEVICES: ASTM A386, GALVANIZED STEEL. j 8. BUTTER THE BACK OF TILES WITH BELTING BED MATERIAL AS THEY FOLLOWS: P. MECHANICAL AND ELECTRICAL WORK EXPOSED IN FINISHED AREAS: 3. MIRRORS: FF DD-G-451C POLISHED PLATE OR FLOAT GLASS W ARE PLACED. 1. WOOD: SAND SMOOTH AND REMOVE DUST. FILL OPEN JOINTS 1. INCLUDE THAT PORTION OF DUCT WORK OR PLENUM SPACES THE RECOMMENDED FOR HIGH HUMIDITY USE WITH SILVERED METAL COVERED E- 1 9. FIRMLY EMBED ALL UNITS IN SETTING MATERIAL WITH FINISHED CRACKS, NAIL HOLES, AN5 OTHER PITS OR DEPRESSIONS FLUSH AND INTERIOR OF WHICH IS VISIBLE THROUGH THE GRILLES. BACKS, STAINLESS STEEL FRAMES, MINIMUM 1/4" THICK. I SURFACES BROUGHT TO TRUE PLANES. ALL JOINTS SHALL BE PLUMB AND SMOOTH WITH PUTTY OR WOOD DOUGH AFTER PRIMING. COLOR PUTTY TO 2. SHOP PRIMED METAL SURFACE OF ALL MECHANICAL AND ELECTRICAL 4. CHROME PLATING: ASTM B456, TYPE SC2. C � LEVEL. MATCH FINISH PAIN i COAT. TOUCH UP KNOTS OR SAP STREAKS WITH EQUIPMENT SHALL RECEIVE TWO FINISH COATS OF" PAINT TO MATCH I 10. MAKE INSIDE CORNERS SQUARE, OUTSIDE CORNERS ROUND, EXPOSED SHELLAC OR OTHER ACCEPTABLE SEALER BEFORE PRIMING, ADJOINING WALL OR CEILING SURFACES. PRINCIPAL ITEMS OF THIS C. FABRICATE UNITS WITH SEAMLES' ONE-PIECE FLANGE ON EXPOSED FACE. EDGES BULLNOSE AND BASE COVED, UNLESS OTHERWISE SHOWN ON 2. PRIMED FERROUS METAL: REMOVE ALL FOREIGN MATTER. TOUCH UP WORK INCLUDE INTERIOR OF FIRE EXTINGUISHER CABINETS, AIR WELD CORNERS, LEAVING NO OPEN MITERS. r 04 DRAWINGS, ABRASIONS WITH FERROUS MLTAI. PRIMER TO MATCH SHOP OR FACTORY GRILLES, CEILING DIFFUSERS, ELECTRIC PANELS, TELEPHONE PANELS, < CV 11. SOUND TILE AFTER SETTING; REMOVE AND REPLACE HOLLOW APPLIED PRIMER. ACCESS PANELS, CONDUIT OUTLET AND PULL BOXES, DUCTS AND PIPES. rr 3: p'.. SOUNDING TILES. 3. UNPRIMED FERROUS METAL: REMOVE ALL RUST, MILL SCALES, AND 3. ALL OTHER MECHANICAL_ AND ELECTRICAL EQUIPMENT EXPOSED TO 11400 FOOD SERVICE EQUIPMENTQ 0 7: 12. PROVIDE EXPANSION JOINTS BETWEEN WALL AND CEILING PLANES; FOREIGN MATTER BY WIRE BRUSHING, SCRAPING, SANDBLASTING, OR VIEW, SUCH AS COVERED AND UNCOVERED PIPING AND DUCT WORK, cc SEAL_ JOINT WITH SEALANT AS SPECIFIED IN JOINT SEALERS SECTION. SOLVENT, AS REQUIRED TO ACHIEVE SSPC SP6. PUMPS, COMPRESSORS, AIR CONDITIONING EQUIPMENT, TANKS, ETC., A. SECTION INCLUDES FOOD SERVICE AND RELATED EQUIPMENT PROVIDED BY �•• I 13. PROVIDE EXPANSION JOINTS IN TILE FLOORS AS INDICATED ON 4. GALVANIZED METAL: REMOVE ALL FOREIGN MATTER AND CLEAN ENTIRE SHALL BE PAINTED AS SPECIFIED HEREIN, WHERE NOT SUPPLIED THE OWNER. X 0 DRAWINGS. WHERE NOT SPECIFICALLY INDICATED, COMPLY WITH TCA SURFACE WMTH MINERAL SPIRITS. PRETREAT WITH GALVA PREP SG FINISHED UNDER OTHER SECTIONS. RECOMMENDATIONS FOR SPECIFIED SETTING BEDS; EXTEND EXPANSION APPLY PRIMER THE SAME DAY AS PRETREATMENT IS APPLIED. B. VERIFY MANUFACTURER SPECIFICATIONS FOR HVAC, PLUMBING, JOINTS COMPLETELY THROUGH SETTING BEDS. 5. GYPSUM BOARD AND PLASTER: REMOVE ALL. FOREIGN MATTER. FILL Q. MISCELLANEOUS PAINTING: SURFACES TO BE PAINTED AND NOT MECHANICAL, ELECTRICAL AND KITCHEN EQUIPMENT, AND VERIFY }� � cr 1 14. PROVIDE APPROPRIATE OPENINGS FOR TOILET ACCESSORIES ALL PITS, PI EMISHES, ETC., FLUSH NTH SPACKLE AND SAND SMOOTH. SPECIFICALLY DESCRIBED HEREIN SHALL BE PAINTED WITH A PRODUCT INSTALLATION IN ACCORDANCE WITH THOSE SPECIFICATIONS. u PROVIDED UNDER TOILET ACCESSORIES SECTION. 6. CONCRETE AND OTHER SURFACES: CLEAN OF DIRT, DUST, EXCESS SPECIFICALLY MANUFACTURED OR PREPARED FOR THE MATERIAL AND <[ o j 15. COMPLETE INSTALLATION SHALL BE FREE OF BROKEN, DAMAGED, OR MORTAR, ENCRUSTATION AND FOREIGN MATTER. FILL HOLES, PITS AND SURFACE; PRIME COAT AND TWG FINISH COATS. C. PROVIDE ADEQUATE BLOCKING IN WALLS FOR ATTACHMENT, BRACING AND Z 0- FAULTY TALE AND HAVE JOINTS THAT ARE WATERTIGHT AND WITHOUT OTHER IMPERFECTIONS FLUSH AND SMOOTH. SUPPORT OF EQUIPMENT. PROVIDE BRACING TO STRUCTURE FOR SEISMIC VOIDS, CRACKS, EXCESS MORTAR, SEALANT AND GROUT. 7. MOISTURE CONTENT: MEASURE BY USE OF ELECTRONIC MOISTURE FLAT WALL PAINT (FW) 22000 VAPEX INTERIOR FLAT ZONES AS REQUIRED BY CODE AUTHORITIES. METER. DO NOT APPLY FINISHES UNLESS MOISTURE CONTENT OF GLOSS ENAMEL (GE). Z4400 ACCOLADE INTERIOR HIGH GLOSS IN LIMITS RECOMMENDED BY PAINT MANUFACTURER. SEMI-GLOSS ENAMEL SGE Z5700 CELLUTONE ALKYD ENAMEL D. INSTALL EQUIPMENT TO FOLATE AND PREVENT VIBRATIONS AND NOISE. K. INSTALLING STONE THRESHOLDS: INSTALL BY METHOD SPECIFIED FOR SURFACE IS WITH E ADJACENT TLE. f 8. ALKALINITY: DETERMINE ALKALINITY OF CEMENTITIOUS SURFACES TO SEMI-GLOSS ENAMEL (SCE)Z4100 ACCOLADE INTERIOR SEMI-GLOSS X c0 t BE PAINTED BY PERFORMING APPROPRIATE TESTS. IF SURFACES ARE EGGSHELL ENAMEL (EE) Z4000 ACCOLADE INTERIOR VELVET E. ALLOW ADEQUATE CLEARANCES FOR MAINTENANCE, ACCESS, NORMAL 'q L. GROUTING: GROUT JOINTS IN WALL TILE AS SOON AS POSSIBLE AFTER FOUND TO BE SUFFICIENTLY ALKALINE TO CAUSE BLISTERING AND OPERATION AND SAFETY. < cr) INITIAL SET OF SETTING BED. FLOOR TILE SHALL BE FIRMLY SET, 81IRNING OF FINISH PAINT, CORRECT THIS CONDITION BEFORE GYPSUM BOARD: (FW-FLAT) AT HORIZONTAL APPLICATIONS: 1140)PP AROXIMATELY 48 HOURS CURING TIME, BEFORE GROUTING. FORCE GROUT APPLICATION OF PAINT. 1ST COAT: Z1004 SUPRIME 4 F. VERIFY "THAT FRESH AIR INTAKES ARE AT LEAST TEN FEET FROM HVAC r INTO JOINTS, STRIKE FLUSH, AND TOOL SLIGHTLY CONCAVE. WET JOINT 9. EXISTING AND NEW EXTERIOR ALI hi,,NUM STOREFRONT METAL NOTED TO 2ND COAT: FLAT WALL PAINT VENTS OR EXHAUSTING EQUIPMENT. 0 SURFACE, IF DRY, PRIOR TO GROUTING. USE WHATEVER MEANS NECESSARY, BE PAINTED: Z WITHOUT BEING HARMFUL. TO TILE WORK AND ADJACENT" CONSTRUCTION, TO A. APPLY HIGH PRFSSURE WATER AND DETERGENT CLEANING AT NOT GYPSUM BOARD: (SGE-SEMI-GLOSS OR EE-EGGSHELL) AT VERTICAL G. FLASH OVEN, FREEZER, RETARDER, WALK-IN, PROOFER TO WALLS, FLOOR, ! PREVENT GROUT COLOR FROM STAINING THE FACE OF TILES. LESS THAN 750 PSI. APPLICATIONS: CEILINGS, AS REQUIRED FOR HEALTH DEPARTMENT APPROVALS. I B. FOLLOW WITH CLEAN WATER RINSE. 1ST COAT: USG PREP COAT M. SEALANT: SEAL EXPANSION JOINTS AND INTERSECTION OF WALL TILE 10. EXISTING AND NEW INTERIOR ,ALUMINUM STOREFRONT METAL NOTED 2ND COAT: Z1004 SUPRIME 4 H. PROVIDE FINAL CONNECTION TO ALL EQUIPMENT, INCLUDING REQUIRED AND RIGID DISSIMILAR MATERIALS WITH SEALANT. CLEAN JOINTS FREE OF TO BE PAINTED: 3RD COAT: ENAMEL MATERIALS AND ACCESSORIES, SUCH AS STOP VALVES, FILTERS, TRAPS, D Aj?C LOOSE MORTAR, DIRT, AND DEBRIS BEFORE APPLYING SEALANT. NEATLY A. HAND SOLVENT CLEAN PER SSPC--SP1. 4TH COAT: ENAMEL SHEEN A; NOTED ON DRAWINGS CHECK VALVES, PIPING AND TUBING. 4Cf TOOL SEALANT TO SLIGHT CONCAVE SURFACE. COMPLY WITH REQUIREMENTS 11. EXISTING PORCELAIN STEEL WALL PANELS, JAMBS AND ELEVATOR 4 OF JOINT SEALANTS SECTION. DOORS; EXISTING FIRE EXTINGUISHER AND FIRE HOSE CABINETS; CONCRETE: (GE-"GLOSS) I. PROVIDE AND INSTALL THE FOLLOWING: V LESTER B. TOM EXISTING AND NEW HOLLOW METAL DOORS AND PRESSED STEEL JAMBS: 1ST COAT: Z1001 SUPRIME 1 (FOR CONCRETE NOT 1. WATER WASTE AIR CAS THERMAL FLUID AND STEAM SERVICE TO 3668 N. PROVIDE PROPER TEMPERATURE AND HUMIR!T'r, CONDITIONS FOR CURING A. POWER JITTERBUG SAND ALL. SURFACES WITH 180 GRIT SAND FULLY CURED) POINT OF ROUGH-IN AS REQUIRED FOR PROPER OPERATION OF ALL • THE WORK. DAMP-CURE ALL CEMENT GPOUTS FOR NOT LESS THAN 72 HOURS. PAPER FOLLOWED BY SECOND SANDING WITH 220 GRIT SAND PAPER TO OR: 21004 SUPRIME 4 (FOR FULLY CURED CONCRETE) EQUIPMENT. ROUGH-IN OUTLETS TO STUB 4" OUT OF WALLS. FLOOR SAN FRANCISCO.CA ADD DAMPNESS AS REQUIRED AND COVER WITH A NONSTAINING MEMBRANE. SMOOTH SURFACE. 2ND COAT: GLOSS ENAMEL ROUGH-INS TO S TUB UP 2" ABOVE FINISH FLOOR OR CURB. tS�, � l B. PUTTY ALL VOIDS, ABRASIONS, ETC,, REMAINING AFTER 3RD COAT: GLOSS ENAMEL 2. FLOOR SINKS, COMPLETE WITH TOP PLATES AND REMOVABLE SEDIMENT -0 0. APPLY PENETRATING SEALER AND SHINE AND HARDENER TO INTERIOR TILE SANDING WITH 3M ACRYL RED PUTTY, AS REQUIRED TO COMPLETELY BUCKETS. SET FLUSH WITH FLOOR UNLESS NOTED OTHERWISE OR OF URS, FLOORS IN COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS, MODIFIED FILL. CONCRETE: SGE-SEMI-GLOSS OR EE-EGGSHELL 1F REQUIRED T ( REQUIRED BY CODES. U D 0 COMPLY WITH THE SLIP RESISTANT REQUIREMENTS OF THE C. LIGHTLY SCUFF SAND ALL PUTTY WORK WITH 220 GRIT SAND 1ST COAT: 21001 SUPRIME 1 (F-OR CONCRETE NOT 3. HAND SINKS, DISH WASHING SINKS, SOAP AND TOWEL DISPENSERS, . AUTHORITIES HAVING JURISDICTION. MATCH CONTROL SAMPLES FOR FINISH PAPER TO SMOOTH SURFACE, FLATTENED TO ADJOINING SURFACE. FULLY CURED) AND MOP RACKS. SOAP AND TOWEL DISPENSERS TO BE PROVIDED BY NO. DA'L msUE AND SHEEN, 12. EXISTING SURFACES TO BE REPAINTED: OR: Z1004 SUPRIME 4 (FOR FULLY CURED CONCRETE) OWNER. 25 JUL 96 PERMIT A. PREPARE EXISTING SURFACES SCHEDULED TO RECEIVE NEW 2ND COAT: ENAMEL 4. VENT PIPES. ALL VENTS SHALL_ BE CONCEALED IN WALLS OR CHASES. FINISH PER PAINT MANUFACTURER'S RECOMMENDATIONS; INCLUDING 3RD COAT: ENAMEL--SHEEN AS NOTED ON DRAWINGS 5. ALL FLUES, DUCTS AND VENTS AS NECESSARY FOR PROPER OPERATION 09900 PAINTING ANY STRIPPING, SCRAPING, SANDING, AND PATCHING, ETC., AS OF OVEN AS PER MANUFACTURERS SPECIFICATIONS AND WRITTEN REQUIRED TO PROVIDE A "LIKE NEW" SUBSTRATE. METAL - FERROUS AND ALUMINUM: (GE-GLOSS): RECOMMENDATIONS. A. SECTION INCLUDES PRI PARATION OF SURFACES AND PAINTING, B. REMOVE MILDEW BY SCRUBBING WITH SOLUTION OF TRISODIUM IST COAT: S330 PDXY-GARD PRIMER RIP _ PHOSPHATE AND BLEACH. RINSE WITH CLEAN WATER AND ALLOW 2ND COAT: S2800 ENDU-THANE J. ALL EXPOSED PIPING AND FITTINGS IN KITCHEN SHALL BE CHROME B. COATS: THE NUMB[ R OF COATS SPECIFIED IS THE MINIMUM NUMBER SURFACE TO DRY COMPLETELY. PLATED OR STAINLESS STEEL. ACCEPTABLE. IF FULL_ COVERAGE IS NOT OBTAINED WITH THE SPECIFIED C. REMOVE COATINGS NOT SUITABLE TO RECEIVE NEW APPLIED OTHER METAL_: (GE-GLOSS) NUMBER OF COATS, APPLY SUCH ADDITIONAL COATS AS ARE NECESSARY TO FINISHES FROM CONCRETE PLASTER AND DRYWALL SURFACES AND 1ST COAT: - PRODUCE THE REQUIRED FINISH, AT NO EXTRA COST TO THE OWNER. PRIME TO SHOW DEFECTS, IF ANY. PAINT ONLY AFTER DEFECTS FERROUS Z190 ACRYLIC METAL. PRIMER Ij HAVE BEEN REMEDIED. GALVANIZED Z1003 SUPRIME 3 _ C. COLOR SAMPLES: ALUMINUM Z_190 ACRYLIC METAL PRIMER 1. COLORS, SHEENS AND TEXTURE SHALL BE SUBMIT IFD AS SHOWN ON J. APPLY MATERIAL EVENLY, FREE FROM SAGS, RUNS, CRAWLS, HOLIDAYS OR 2ND COAT: Z1001 SUPRIME 1 - I DRAWINGS OR SPECIFIED HEREIr l DEFECTS. BRUSH OUT SMOOTH, LEAVING MINIMUM OF BRUSH MARKS. 3RD COAT: ENAMEL---SHEEN .AS NOTED ON DRAWINGS --- -- ---- I 2. SUBMIT, USING MATERIALS ACCEPTED FOR THE PROJECT SAMPLES OF ENAMEL SHALL BE UNIFORMLY APPLIED WITHOUT BRUSH MARKS. EACH COLOR ,AND PAINT FINISH. OTHER METAL - FERROUS (SGE-SEMI--GLOSS AND EE--EGGSHELL): PROVIDE 3. SIZE: 8--1/2 X 11". K. APPLY ADDITIONAL COATS WHEN UNDERCOATS, STAINS OR OTHER SPRAY--ON FINISH AT FIELD PAINTED DOOR FRAMES: DRAWM>b TITLE CONDITIONS SHOW THROUGH FINAL COAT O� PAINT, UNTIL PAINT FILM IS 1ST COAT: Z190 ACRYLIC METAL PRIMER D. ENVIRONMENTAL REQUIREMENTS: OF UNIFORM FINISH, COLOR AND APPEARANCE. GIVE SPECIAL ATTENTION 2ND COA f Z1001 SUPRIME 1 1. COMPLY WITH MANUFACTURER'S RE(;OMMENDATIONS FOR ENVIRONMENTAL TO ENSURE: THAT SURFACES, INCLUDING EDGES, CORNERS, CREVICES, 3RD COAT: ENAMEL-SHEEN AS NOTED ON DRAWINGS { CONDITIONS UNDER WHICH COATINGS ANS COATING SYSTEMS CAN BE WELDS, AND EXPOSED FASTENERS, RECEIVE A DRY FILM THICKNESS APPLIED. EQUIVALENT TO THAT OF FLAT SURFACES. R. LEAVE ON PREMISES, WHERE DIRECTED BY ARCHITECT, NOT LESS THAN 2. DO NOT APPLY FINISH IN AREAS WHERE DUST IS BEING GENERATED. ONE GALLON OF EACH COLOR OF EACH FINISH USED, LABELED WITH FINISH SPECIFICATIONS. 3. INSURE ADEQUATE VENTILATION DURING ALL INTERIOR PAINTING. L. MINIMUM COATING THICKNESS: APPLY MATERIALS AT NOT LESS THAN DESIGNATIONS INDICATED ON FINISH SCHEDULE 4. APPLY NO PAIN F IN RAIN, FOG OR MIST, OR WHEN AMBIENT OR MANUFACTURER'S RECOMMENDED SPREADING RATE, TO ESTABLISH A TOTAL SURFACE TEMPERATURE IS BELOW 50' F. DRY FILM THICKNESS AS INDICATED OR, IF NOT INDICATED, AS 5. ALL PAINTS SHALL COMPLY WITH LOCAL, STATE AND FEDERAL_ AIR RECOMMENDED BY COATING MANUFACTURER. I QUALITY MANDATES. r I SCAU _ - AS SHOWN PROJECT NO.---- ----____---- 8442 CADD nA 14AME 6042A08.DWG DRAWMp NO. A0w8 Pacific Hwy, 15660 Ste.A-4 F3L)P 96 0458, MEr 96-0272 8of33 I If this notice appear, cle:11-er 111:u1 the , document, the docnmelll is of nlarvinal INC" MADE W E11 T24X '�nIIlltittullnrnttllttl n!�1i1��11� : ...� iii'(Tti'1i1�lfll 111{11tH nillllnliiilllliililillillllliilliilll Illlliiillliillllilllllliliiliinlllliln� II�IIIIIIIIIIInIIIIIIInIIllllllllil Ilillliii IinlnitilTttlll�i I1t��iIIT (tllfitfl ► -� i �EESTEA i• GENERAL NOTES GENERAL NOTES GENERAL NOTES FINISH NOTES GENERAL MOUNTING HEIGHTS T o M 1. THE CONTRACTOR IS HEREBY SPECIFICALLY DIRECTED, «« WORK COVERED BY CONTRACT DOCUMENTS *« 7.. PERFORM DEMOLITION WORK AND SUCH SPRINKLER 2. REPAIR AND PREPARE EXISTING SURFACES SCHEDULED .1 AS A CONDITION OF i►iE CONTRACT, TO ACQUAINT - WORK, COIN,CRETE SAW CUTTING, PAINTING AND TO REMAIN AS NECESSARY FOR APPLICATION OF NEW I 1. WORK NOT PARTlCULARY DETAILED, NOTED OR c HIMSELF WITH THE ARTICLES CONTAINED IN THE l � SPECIFIED, SHALL BE THE SAME AS SIMILAR PARTS SIMILAR WUI?K CAUSING EXCESSIVE NOISE, DUST OR FINISHES. GENERAL NOTES, AND TO NOTIFY AND APPRISE ALL ODORS DISTURD!NG BUILDING OCCUPANTS, OR ANY ;--- - TOILET sLAI ARCH I T E c T SUBCONTRACTORS AND ALL OTHER PARTIES OF THE THAT ARE DETAILED, NOTED OR SPECIFIED. � WORK U(SRUPL(NG TENANTS OR PUBLIC TRAFFIC 3. CONTRACTOR TO INSURE DELIVERY AND INSTALLATION � &. � _ _ __ -- MIRROR COVER 1 CONTRACT OF, AND BIND THEM TO ITS CONDITIONS. WITHIN THE BUILDING, AFTER HOURS OR AT TIMES AND OF CASEWORK AND FINISH CARPENTRY WILL NOT BE S 4 t 5 S A N S o M t I 2. IN THE EVENT OF INCONSISTENCIES AMONG THE 2. DU NOT SCALE DRAWINGS. WRITTEN DIMENSIONS DAMAGED 6Y OTHER CONSTRUCTION WORK. / CONTRACT DOCUMENTS, THE ARCHITECT SHALT_ !N SUCH A MANNER AS OTHERWISE APPROVED BY - SHELF / TOILET PAPER SU I T E 5 1 G � LANDLORD, UIRED LABELS SUCH "UL-, � __ GOVERN PARTITION LOCATIONS, DIMENSIONS AND INTERPRET THEM WHEN ASKED TO DO SO BY THE 4. ALL CODE-RE A Q E SFACTL7RY HOLDER sAN r= pnNc I sco TYPES. DOUR AND WINDOW LOCATIONS SHALL BE AS OWNER OR CONTRACTOR, THE ARCHITECT SHALL NOT 8. COORpINAlE USE OF PREMISES FUR WORK WITH THE MUTUAL OR ANY EQUIPMENT IDENTIFICATION, _, �_ SHOWN ON CONSTRUCTION PLAN. IN CASE OF BE RESPONSIBLE FOR THE RESiILTS OF SUCH - ;-- - o c A I F o R N i s 9 4 t 1 1 INTERPRETATIONS MADE BY OTHERS. LANDLORD. PERFORMANCE RATING, NAME OR NOMENCLATURE X I I CONFLICT, NOTIFY ARCHITECT FOR WRITTEN PLATES SHALL REMAIN READABLE AND NOT PAINTED. 1 1 I I -- -- _ I L 4 i 5 9 8 4 0 5 0 0 00 CLARIFICATION PRIOR TO PROCEEDING NTH -C-43. THE GENERAL. CHARACTER OF DETAIL WORK IS SHOWN 9. LIMIT USE OF SITE FOR WORK AND STORAGE 10 AREAS i - -r`'a - `" F x 4 1 5 9 8 4 0 5 0 4 CONSTRUCTION. CONSTRUCTION PLAN BY ARCHITECT ON THE CONTRACT DOCUMENTS. SUBSEQUENT DESIGNATED UNLESS SPECIFIC ADDITIONAL .AREAS ARE 5• THE CONTRACTOR SHALL PATCH SURFACES TO MATCH SUPERCEDES OTHER PIANS. CLARIFICATIONS MAY BE MADE BY ADDITIONAL ALLOWED IN WRITING BY THE LANDLORD. ADJACENT IN A MANNER SUITABLE TO RECEIVE LAYOUTS OR LARGE SCALE OR FULL SIZE DETAILS. FINISHES. 3. THE CONTRACTOR SHALL REVIEW DOCUMEIJTS AND *+ STANDARDS AND CODES ** VERIFY DIMENSIONS AND FIELD CONDITIONS. ANY 4. DRAWINGS AND DIAGRAMS FOR MECHANICAL ANDC 6. COORDINATE WITH OWNER'S DESIGNATED 1. GIVE ALL NOTICED AND COMPLY WITH ALL LAWS, REPRESENTATIVE FOR DELIVERY AND PLACEMENT OF -■-� .,� CONFLICTS/OMISSIONS OR DISCREPANCIES SHALL BE ELECTRICAL WORK SHALL BE CONSIDERED AS ORDINANCES, CODES, RULES AND REGULATIONS ALT. FURNITURE AND WALL-HUNG E UIPM ' I REPORTED IN WRITING THREE (3 BUSINESS DAYS DIAGRAMMATIC ONLY, NOT TO BE USED FOR ANY Q ENT. LIGHT FIXTURE W BEFORE RETURN OF BID. THE GENERAL CONTRACTOR STRUCTURAL BEARING ON THE CONDUCT OF THE WORK. IF THE �--- ----- TURAL GUIDANCE OR PHYSICAL LAYOUT. IN CASE CONTRACTOR OBSERVES THAT THE DRAWINGS AND 7. REFER TO FINISH SCHEDULE ON SHEET A5.1 FOR0 WARRANTS, BY TENDERING HIS BID, THAT WORK IS OF CONFLICT, UNLESS OTHERWISE NOTED, THE W t BUILDABLE AS SHOWN. ARCHITECT'S DRAWINGS SHOWING LOCATIONS FOR SPECIFICATIONS ARE AT VARIANCE THEREWITH, SPECIFIED FINISHES. / ---- THERMOSTAT CENTERED i ABOVE SWITCH ,. MECHANICAL AND ELECTRICAL ITEMS AND PROMPTLY NOTIFY THE PROGRAM MANAGER AND g• REFER TO A0.9 FOR MOUNTING HEIGHT REQUIREMENTS. MENU BOARD D q• DRAWINGS OF BASE BUILDING CONDITIONS ARE APPURTENANCES SHALL TAKE PRECEDENCE. ARCHITECT NECESSARY CHANGES SHALL BE MADE IN a) 0)� GENERATED FROM AS-BUILT DRAWINGS AND ON ACCORDANCE WITH THE GENERAL CONDITIONS. __ X r w 5. UNLESS OTHERWISE NOTED, IT IS THE INTENTION OF i t I }. 4 LIMITED FIELD OBSERVATION BY THE ARCHITECT. 2 IF THE CONTRACTOR KNOWINGLY PERFORMS ANY RCP NOTES - �Lcm THE DRAWINGS AND SPECIFICATIONS FOR ALL WORK, '> CV it ACTUAL CONDITIONS ''AY DIFFER FROM THOSE SHOWN. WORK WHICH I� CONTRARY TO SUCH LAWS; .- I EQUIPMENT, CASEWORK, MECHANICAL, ELECTRICAL r _ 5. THE CONTRACTOR SHALL FILE, OBTAIN AND PAY FEES AND SIMILAR DEVICES OF WHATEVER NATURE BE ORDINANCES, CODES, RULE AND REGU't ATI ONS, HE 1 co moo CC i a � � (� SHALL PROMPTLY MAKE ALL CHANGES AS REQUIRED I. REFER TO MECHANICAL, ELECTRICAL. DRAWINGS AND i � FOR BUILDING DEPARTMENT AND ALT. OTHER AGENCY COMPLETELY INSTALLED, HOOKED-UP, MADE SPECIFICATIONS FOR DE51r,N OF THESE SYSTEMS L1' `° o OPERATIONAL A F c TO COMPLY THEREWITH AND BEAR ALL COSTS ARISING S (DUCT N _.. APPROVALS AND PERMITS, CONTROLLED INSPECTIONS, AND FUNCTIONAL FOR THE PURPOSE SIZES CIRCUi TING ETC. LOCATI�;vS OF FIXTURES 1 cv a. INTENDED, AND THAT ALL COSTS FOR THIS BE THEREFROM. 1 f AND FINAL WRITE-OFFS FOR PROJECT COMPLETION. REGISTERS SWITCHES, ETC. SHALT_ BE AS SHOWN ON in COPIES OF TRANSACTIONS ARE TO BE FORWARDED TO INCLUDED IN THE CONTRACTOR'S PROPOSAL. 3. CONFLICTS: IN CASE OF CONFLICTS IN THE REQUhRMENTS THE ARCHITECTURAL PLANS AND DETAILS, NOTIFY PROGRAM � � � THE PROGRAM MANAGER AND BUILDING MANACC.MENI _ OF AUTHORITIES HAVING JURISpi% IiiJP, THE MOST MANAGER OF ANY CONFLICTS PRIOR TO COMMENCING � U. PRIOR 10 COMMENCING WORK. ** OWNER FURNISHED PRODUCTS ** (� RESTRICTIVE REQUIRMENTS SHALL GOVERN CONSTRUCTION. SIGHT SWITCH w c) 6. THE CONTRACTOR SHALL ARRANGE FOR ALL 1. PRODUCTS TO BE FURNISHED AND PAID FOR BY THE -- OWNER AND INSTALLED BY THE CONTRACTOR ARE 4. WHERE CODES OR REGULATIONS OTHER THAN THOSE 2• VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL z CL � INSPECTIONS NECESSARY TO 08TAIN CERTIFICATE OF INDICATED AS "NOAH'S SUPPLIED" IN THE IP LISTED IN THIS SECTION, ARE REFERRED TO IN PLUMBING, STRUCTURAL ELEMENTS AND OTHER OCCUPANCY. EQU MENT SCHEDULE VARIOUS SECTIONS OF THE SPECIFICATIONS. IT SHALL_ APPLICABLE ITEMS. NOTIFY PROGRAM MANAGER OFU) u) THIS 7. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE 2. OWNER'S RESPONSIBILITIES FOR OWNER FURNISHED BE UNDERS -OOD THAT THEY APPLY TO THIS WORK AS INADEQUATE CLEARANCES FOR CEILING LAYOUT. ebb LENGTH OF HIS CONTRACT, EXITS, EXIT LIGHTING, FIREFULLY AS IF CITED HEREIN. T CD PROTECTIVE DEVICES, AND ALARMS TO CONFORM TO PRODUCTS: 3. ALL REGISTER AND LIGHTING FIXTURES SHALL OCCUR WITHIN GRID LINES. SPRINKLER HEADS, INCANDESCENT LOCAL BUILDING CODE REQUIREMENTS AND LANDLORD SUPPLY CONTRACTOR WITH PRODUCT LITERATURE, FIXTURES OR OTHER CEILING ELEMENTS SHALL BE � r- I REQUIREMENTS. OWNER REVIEWED. PARTITION NOTES LOCATED AT THE CENTER OF ACOUSTICAL TILES, 0 ' 8. THE CONTRACTOR SHALL BE RESPONSIBLC FOR PRODUCT DATA AND SAMPLES U.O.N. z ADEQUATELY BRACING AND PROTECTING WORK PAY FOR PRODUCT DELIVERY TO SITE. 1. PARTITIONS ARE DIMENSIONED ROM FINISH FACE TO { N 4. RELOCATED EXISTING SPRINKLER HEADS TO REMAIN AS DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, FINISH FACE, UNLESS OTHERWISE NOTED. DIMENSIONS COLLAPSE, DISTORTION AND /OR MISALIGNMENT IN REVIEW DAMAGED PRODUCTS WITH CONTRACTOR MARKED "CLEAR" SHALL BE MAINTAINED AND SHALL NECESSARY TO COMPLY WITH NEPA 101 REQUIREMENTS. SPRINKLERS HEADS SHALL BE RELOCATED AND OR ACCORDANCE WITH APPLICABLE CODES, STANDARDS PROMPTLY. ALLOW FOR THICKNESS OF FINISHES INCLUDIN; AND GOOD PRACTICE. CERAMIC TILE, VCT, ETC. INSTALLED BY A LICENSED AUTOMATIC FIRE SPRINKLER D ARC' SUBMIT CLAIMS FOR TRANSPORTATIONS DAMAGE. CONTRACTOR. tV B. TOM LESTER B 9. WORK AND/OR CONSTRUCTION OPERATIONS SHALL NOT REPLACE DAMAGED, DEFECTIVE JR DEFICIENT ITEMS. 2. DIMENSIONS MARKED "CLEAR" ARE TO BE WITHIN 1/$" Q' ARB .� UNDERMINE THE STRUCTURAL INTEGRITY OF THE ALONG FULL HEIGHT AND FULL WIDTH OF WALLS. 5. CONTRACTOR TO PROVIDE ARCHITECT WITH SPRINKLER BUILDING, ARRANGE FOR MANUFACTURERS WARRANTIES, DIMENSIONS ARE AS FOLLOWS, UNLESS NOTED SHOP DRAWINGS FOR APPROVAL PRIOR TO SUBMITTAL 10. THE CONTRACTOR SHALL VERIFY THAT DRAWINGS ARE INSPECTIONS AND SERVICE. OTHERWISE: TO BUILDING AND FIRE DEPARTMENT. SAN FRANCISCO,CA � 1� 0 THE LATEST ISSUE PRIOR TO COMMENCING CONSTRUCTION. 3. CONTRACTOR'S RESPONSIBILITIES FOR OWNER - TO FINISHED FACE OF GYPSUM BOARD 6. ALL LIGHTS MUST BE SUSPENDED INDEPENDENT OF� , FURNISHED PRODUCTS: l�0F o hG 11. THE CUNTCEILING GRID SYSTEM. CONTRACTOR SHALL, IN ACCORDANCE WITH THE , CONSTRUCTION DOCUMENTS, APPLY, - TO INSIDE FACE OF JAMB AT DOORS AND OTHER oAr� INSTALL REVIEW SHOP DRAWINGS, PRODUCT DATA AND SAMPLE OPENINGS 7. REFER TO A4.1 FOR CEILING LAYOUT. CONNECT, ERECT, CLEAN AND/OR CONDITION TO ADEQUATELY ACQUAINT HIMSELF WITH THE SCOPE msm MANUFACTURED ARTICLES, MATERIALS AND/OR OF WORK. - TO TOP OF FINISHED FLOORS 25 JUL 95 PERMIT EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS. IN ACCESSIBILITY NOTES CASE OF CONFLICT BETWEEN MANUFACTURER'S REVIEW THE ORDER, SCHEDULE DELIVERY, RECEIVE, - TO BOTTOM OF FINISHF,DCEILINGS - INSTRUCTIONS AND THE CONTRAST DOCUMENTS, THE UNLOAD AND STORE PRODUCTS AT SITE, INSPECT -- -- -- CON TRACTOR SHALL NOTIFY THE PROGRAM MANAGER FOR COMPLETENESS OR DAMf�GE_. IF ITEMS ARE 1. NOTE: FOLLOWING ARE ADA GUIDELINES AND FOR AND THE ARCHITECT BEFORE PROCEEDING. DAMAGED, GENERAL CONTRACTOR TO NOTIFY - TO INSIDE FACE OF FINISHED MILLWORK GENERAL CONTRACTOR INFORMATION ONLY. LISTED ---- PROGRAM MANAGER AND OWNER. 3. DIMENSIONS SHOWN AS V.I.F. SHALL BE VERIFIED BY ITEMS DO NOT REPLACE OR AMEND FEDERAL, STATE OR ---- 12. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE THE CONTRACTOR IN THE FIELD BY LAYING OUT THE LOCAL CODES. IN CASE OF CONFLICT IN THE WORK BY OUTSIDE VENDORS INCLUDING BUT NOT INSTALL AND FINISH �'RODUCTS. PARTITIONS. CONTRACTOR SHALL NOTIFY PROGRAM REQUIREMENTS OF AUTHORITIES HAVING LIMITED TO, TELEPHONE, DATA, "OWNER'S FORCES" REPLACE ANY ITEMS DAMAGED AFTER RECEIPT. MANAGER AND ARCHITECT OF ANY DISCREPANCY IN JURISDICTION, THE MOST RESTRICTIVE REQUIREMENTS ITEMS. CONTRACTOR SHALL COORDINATE EXACT IN DIMENSIONS PRIOR TO PROCEEDING WITH THE SHALL GOVERN. - LOCATIONS AND SHALL DO THE CUTTING, FITTING AND «; CONTRACTOR USE OF PREMISS «« WORK IN THAT AREA. -------------- - - t PATCHING REQUIRED TO RECEIVE THE WORK OF 2 ALL EXTERIOR DOORS SHALL HAVE A 24 CLEAR OTHERS AS SHOWN OR REASONABLY IMPLIED BY THE 1• CONSTRUCTION OPERATIONS: LIMITED TO AREAS 4. NEW GYPSUM BOARD CONSTRUCTION ADJOINING HORIZONTAL OPEN SURFACE/AREA AT THE STRIKE DRAWINGS AND SPECIFICATIONS, NOTED ON DRAWINGS. EXISTING CONSTRUCTION IN THE SAME PLANE SHALL SIDE/PLILLSIDE OF DOORS. ALL INTERIOR DOORS SHALL BE FLUSH WITH NO VISIBLE. JOINTS, UNLESS OTHERWISE HAVE 18" CLEAR AT THE STRIKE SIDE/PULLSIDE OF DRAWM Tr LE 13, ALL COMBUSTIBLE MATERIALS SHALL MEET 2• TIME RESTRICTIONS FOR PERFORMING WORK: VERIFY NOTED. DOORS. PROVIDE 12" CLEAR HORIZONTAL CLEAR APPLICABLE CODES. WOOD SHALL BE FIRE RETARDANT WITH LANDLORD. 5. FOR BUILT-IN WORK SURROUNDED BY PARTITIOF:, SURFACE ON THE PUSH SIDE/STRIKE OF ALL DOORS. TREATED WHERE REQUIRED BY LOCAL BUILDING 3. CONSTRUCTION WORK MAY BE SCHEDULED TO BE INCLUDING BUT NOT LIMITED TO APPLIANCES AND 3. ALL EMERGENCY EXITING ALARM AND SIGNAGE TO CODES. PERFORMED DURING NORMAL BUSINESS HOURS ONLY FILES, CONTRACTOR SHALL CONFIRM THAT FLOOR SLAB COMPLY WITH FEDERAL, STATE AND MUNICIPAL CODES 14, THE CONTRACTOR SHALL PROVIDE BACKFLOW (UPON APPROVAL OF THF LANDLORD). DOES NOT VARY BY MORE THAN 1/4" IN 20'-0" FOR ACCESSIBILITY. SPECIFICATIONS DEVICES AS REQUIRED BY LOCAL, STATE & FEDERAL 4. UTILITY OUTAGES AND SHUTDOWN SHALL BE NON-CUMULATIVE. NOTIFY ARCHITECT IF' THIS TOLERANCE IS EXCEEDED. 4. GENERAL CONTRACTOR SHALL ALLOW FOR APPLIED FINISH CODES. COORDINATE:E) WITH LANDI.O��f', DIMENSIONS IN ADDITION TO STANDARD 5• AT ALL TIMES CONDUCT OFERATIONS TO INSURE THE CONSTRUCTION TOLERANCES IN ACHIEVING ALL LEAST INCONVENIENCE TO THE GENERAL PUBLIC FINISH NOTES ACCESSIBILITY CLEARANCES PER DRAWINGS AND/OR - COMPLY WITH APPLICABLE CODES AND ORDINANCES ADA GUIDELINES SCALE _ AS SHOWN FOR SAFETY. 5. REFER TO SHEET AO.9 AND SHEET A8.1 AND A9.1 FOR PRONCT No. _8042 1. ENSURE THAT SURFACE TO RECEIVE FINISHES ARE -- ---- _ _ CAW ME NAME 6042A09DWG CLEAN, -TRUE AND FREE OF IRREGULARITIES. DO NOT !NG HEIGHTS. _ 6• ASSUME FULL RESPON;IE3ILITY FOR THE PROTECTION �� NO.AND SAFEKEEPING OF PRODUCTS STORED ON THE SITE PROCEED WITH WORK UNTIL SATISFACTORY 6. EMERGENCY WARNING SYSTEMS SHALL COMPLY WITH CONDITIONS HAVE BEEN CORRECTED. COMMENCEMENT ADA REQUIRE=MENTS FOR THE HEARING IMPAIRED. UNDER THIS CONTRACT. OF WORK SHALL INDICATE INSTALLER'S ACCEPTANCE VISUAL WARNING STROBE LIGHTS TO BE DESIGNED TO OF SUBSTRATE. HAVE. A FREQUENCY OF NOT MORE THAN 60 FLASHES Pacific Hwy, 15660 sla.A-4 PER MINUTE AOe !9 I3UP 96-0456, MEG 96-0272 9 M33 r If this police aj)pvars clearvi. 111,111 the doculueul, file documenf is of "I'll- sinal tiva':O'. C D . .....i T424XINOM MADE Ell CII ,� 't�!tlltlllllllll!II I!ill►III ilit�tlitih . . fi fil'll ti!Illllt Illllullli1111!iIII!IIIIIIill�11tllllllll►I,111111►IIIIIIIIIIIIIIIIIIIIIIIItillllilinllllllllllllllnlllllllllllllll111111�11i1 IIIIIIII!i!L!Lh!tt (tl��till III�IIttIlill�tfil .. � -1 Ilnllrr!h LESTER -- g.( ! T 0 M I 1, ADJACENT TENANT ARCHITECT ' WOMEN'S RESTROOM MEN'S RESTROOM FOOD PRE=P AREA 4 7 5 S A N S 0 M E U I T E 5 I 0 S A N F R A N C I S C O C, A L I F 0 R (v i A y I I i i 5'-6• '-6�2' t9'—td' 1p 704 - f lot-go F X 4 1 5 - 9 6 4 0 5 0 4 NK t "•1 -- L — J� o _ - 9 COFFEE AREA I ! 2 02 p I eH- 0 I b_I cm A9.1 r > �f 4 --_-- -� 1 I I LV 0 I I I N I I 7r 01a: I 3 0 da /2" I I E — -i) M _ J - -- -- - - - - I I 10 a a:CUSTOMER AREA Ot r -- - T - _ , -- -- - , 02 2 r - -r- - -T- -_ -1 O I ( O 11co4 L- - -- - - - _ - _ I ( I I 0 `' — J JAN. AREA U_ C� N . A8.1 p5 E I i l WZ a. 1 1 4" 1 bC)o c� I I I I I - f- ��..� (03) I I I I - : Go A8.1 ; ' 40 .► 1 I / 9 118., I( �ico c I I i i I } I I I I ( I ^I to -r, 1 I I 10 i i L - I I I I I ( ( f I � J \�I" �i. - - _ - i - _ ..�.� 92LL �;, I I - _._. it _ _J � — — � L. �) R �— _- 1._ _L _L . J i NIL ! I IS _ -o r i � YD � { V VIA LESTER B. TOM I 64'-7 1 A 3668 i SERVICE AREA OFFICE SAN FRANCISCO.CA OF 0 ALUA'M TENANT N NO. DATE Ids 25 J!X 96 PERMMT DOOR SCHEDULE KEYNOTES SHEET NOTES LEGEND -- - SYMBOL LOCATiON SIZE TYPE FRAME HARDWARE / LOCK FINISH NOTES / REMARKS r 01 FXISTING 3'-0" X 7'-0" ALUMINUM ALUM PUSH/PULL PAINT NOTES: 1,5,6,7,9,11 O REMOVE EXISTING DOOR AND REPLACE WITH NEW I ENTRANCE DOUBLE STOREFRONT 3 PONT LOCKING P-4 DOUBLE UOOR TO MATCH, AS SHOWN 1. REFER TO SHEET A0.1 FOR RESPONSIBILITY REQUIREMENTS AND EXISTING PARTITION �— SYSTEM __._. WOOD LOW HEIGHT PARTITION. SEE DETAIL 3/A9.1 SHEET A0.9 FOR GENERAL NOTES & REQUIREMENTS � �2 RESTROOM 3'--0-' X 6'-8"" BIRCH VENEER HM SCHLAGE (LEVER) CHERRY NOTES: 1,2,3,4,11 �= =:` NEW PARTITION 3 5/8" STUD, SEE OETAI, 1/A9.1 SOLID CORE RHO-625, D40S STAIN 2. PROVIDE FLASHING AT ALL VERTICAL ,JOINTS BETWEEN THE WALL AND O BRASS SCREEN AT 0" THRESHOLD. SEE 8/A9.1 FOLLOWING PIECES OF EQUIPMENT: �= ==� NEW PARTITION WITH HI= AVY GAUGE STUD 03 OFFICE 3'-0" X 6'-8" WOOD HM SCHLAGE (LEVER) PAINT 2'-0" SQUARE WINDOW, _ OVEN/ PROOF BOX/ RETARDER/ WALK-IN / FREEZER SOLID CORE RHO-625, D50PD GRADE NOTES: 1,8,11 O LINE OF SOFFIT ABOVE 3. G.�,. TO EXAMINE ALL SHEE TkOCK WALLS TO DETERMINE AREAS THAT ---- - ---- -_ ._._-_- ---- _ _ - -------- ---- ------_ _ --- _ .. _ _ _... _ ------ -------------- ------- --- ----------------- [>n' ONE HOUR PARTITION, SEE DETAIL 2/A9.1 04� PREP 3'-0" X 6'-8" WOOD HM SCHLAGE (LEVER) NOTES: 1,2,3,4,11 WILL NEED TO BE REMOVED AND REPLACED OR SALVAGED & REFINISHED - 5 LINE OF DEPRESSED FLOOR SLAB AND INCLUDE IN 131D PRICE. DAAWNO TRLE SOLID CORE RHO-625, D50PD CEILING HEIGHT PARTITION OR LOW HEIGHT PARTITION - - - -- ------ 4. G.C. TO PROVIDE FIRE EXTINGUISHERS PER LOCAL FIRE MARSHAL SEE KEY NOTES �05� LEI EXIT 3'-0" X �' 0" HM HM PANIC HARDWARE PAINT NOTES: 1,2,7.10,11 REQUIREMENTS. PROVIDE ALTERNATE PRICE FOR cm PREFAB COOLER WALL. GRADE REUSE OF EXISTING DOOR, 5. CONTRACTOR TO VERIFY SIZE OF (E) DOORS AND DOOR FRAME TO (06 RESTROOM 3'-0" X 6'-8"" WOOD JIM SCHLAGE ((_EVER) CHERRY NOTES: 1,2,3,4,11 REMAIN. PARTITION BIRCH VENEER NEW EXTERIOR PARTITION SOLID CORE RHO-625, D40S STAIN 6. MOTE TO CHECK/ REMOVE THRESHOLDER PLAN - ---- CENTERLINE I 1 SCAU PiiMCT NO ^ 6042 HARDWARE NOTES CAM Flt NAM! 6042A2tDWa 1, HINGES 5. OVFRhcAD CONCFAI ED CLOSER 9. SIGN OVER DOOR TOREAD DRAWNO NO. `SURFACE MOUNTED CLOSER 6, 90 HOLD OPEN " THIS DOOR SHALL REMAIN UNLOCKED 3. DOOR STOP 7. RFINFORCED STRIKE rd DEAD BOLT DURING BUSINESS HOURS" 4. SEAI. S 8. U14DER CUT [BOOR 1/2" FOR VENTING 10. 18"x24" LOUVERED VENT A2m1 11. 10" KICKPLATE Pacific Hwy, 15660 Ste.A 4 ■�•..•.�.... ��...�...�o.�...,.� 9UP 96-0458,MFG 96-0272 10 of 33 r If 111k nonce -1ppear"; clearer 01;111 Ille doclllll(`111, the docti11 ml IS 01 marginal I11111,�y, atj _ '�_+�I�I�I 11�1�I�I+I�I�lil i�l�l�l{1�1�1 I I�I(I{I� I�I�I r l(1�1�1►I(I�I ( I �I�I{I (I�I�! i I�I �I�I{!;Itl I I�i�l►{{'I�I�E>� #. . �}� ��4_�I�I Iii{I (NCM MAD!IN AI I 1 I24X I;u,IIII!i+++IIIc( ++I+III�( +I(�it+Irl+i �T�tt�� It 1!+Sl�i((Iffl(illlfllf(flll(IIIiII�IIiIIIIII�IIIIIfIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!I(IIII�IIIIIIIIIIIIII!IIIIIIIIIIIIIIIIIIIIIIII`IIII llli�i I�(I�t(Illr�lltl��n( nlhlt'I(r� - rnlln+l 1 L E S T E R 8. 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NAME SYMBOL EQUIP. NAME SYMBOL EQUIP. NAME SYMBM EQUIP. NAME ZCS DUPLEX OUTLET O REFER TO SHEET A8.1 FOR SPECIFIC LOCATIONS 1. REFER TO SHEET A0.1 FOR RESPONSIBILITY SCHFDULE AND SHEET BAGEL DISPLAY CASE �]~ PROOF BOX GRAPH PF•3 WALK-IN REFRIGERATOR [-SEi2 CONTACTS A0.9 FOR GENERAL NOTES & REQUIREMENTS r~ �_ � GROUND FAULT INTERRUPT OUTLET _-- CE2 PICKING RACKS KE+ 3 COMPARTMENT SINK N HAND SINK t3 HOLD-UPS c ^FI Q SPECIALTY OUTLET MOUNTED INSIDE FACE OF CABINET 2. ALL OUTLETS WITHIN 6'-0" OF A SINK MUST BE GFI OUTLET. �' - �-- -' C ' _ CASH REGISTERKE5 S.S. PREP TABLE ENfl JANITOR'S SINK SE14 KEY PAD - — - CE�� DELI CASE - KE6 ` PREP TABLE SCALE PId3- FLOOR SINK [SEf5 SIREN & DRIVER O 12" x 12" FLGOR SINK 3. ALFOURPLEX CONVI. .L OUTLETS ARE TO BE MOUNTED +18" A.F.F. U.O.N. NIENCE OUTLET � SPECIAL PURPOSE DUPLEX OUTLETS SELF SERVICE DELI CASE KE7 TRASH CONTAINER -PM4- WATER HEATER 16 WIRE PACKAGE FOR SEC. SYS. 4 » -•-- ----_ _..._ �.__� _ ____ � 8 x 81 TRF-NCH DRAIN (MATCH WIDTH OF PROOF BOX) CE6 I SANDWICH PREP LEe RECYCLING CONTAINER FIs TRENCH DRAIN EK,7 WIRELESS HOLD-UP TX & RX _ TELEPHONE OU•fLET � E� ^ DRINKS CASE =E2S.S. CORNER GUARDS PI1w6 WATER SOFTNER SE1i `40x45' PIR MD O OUTLLT MWNTED AT CEILING CE8 MICROWAVE KE10 S.S. BUMPER GUARD EN:7 WATER FILTER SEt9 DOOR BELL `T) THERMOSTAT ___-_ <�> MOUNT OUTLET HORIZONTALLY 9_I 1 BAGEL TOASTER KE11 TIME CLOCK CO2 TANK sE2o ELECTRONIC KEY SYSTEM FLOOR SINK 14 DELI CASE SCALE KE1z T)Mf CARD HOLDER EN - SE21 STEREO CONTROL DEVICE 7 DEDICATED OUTLET EQUIPMENT PLAN [cEH1 COFFEE BREWER KE13 RMECARDS LEE SAFE sE2z - - _ __ _Y __ _-_____ __ _ `8 4" x 8" FLOOR SINK SNITCH FOR L.E.D. NUMBERING SYSTEM CE12j COFFEE GRINDER KE11 COAT HOOK RACK SE2 rTLE CABINET S-E- - L.A.B. SECURITY ALARM CE13 NEON SIGN r,Et 4' ROLLING CART DESK TOP Ez4 - 9 MOUNT OUTLET UNDER SHELF NOTIFICATION BUZZER (WIRED TO BACK AREA) cE14 LED TURN-O-MATIC KE1s RACK _SE4 COMPUTER _ FIRE EXTINGUISHER $CALE-_ c�1s BAGEL SLICER KE 17 "SUM JIM" TRASH CAN �] FAX MACHINE SE26 1�4» ___-Q" PROJECT NO. 6042 CE,6 DRINKS DISPENSER FK_1 1_81 BULLETIN BOARD f SE6 c;EREO SYSTEM SHIT WIRE SHELVING - __ _ __—__ _-- - _ ---- -- -_ -- -- ----- - --- CARD FILE I%AI E f;042A31.CWG Cc / JUICE DISPENSER KI 9D BAG IN BOX RACK VIDEO MONITOR [:�j2fl SOLID SHELVING MAWM NO, NOTE - --- — -- : THESE I' FMS ARE LAYOUT FOR DESIGN INTENT ONLY. PE18PAPER ROLL KE ICE MAKER C VIDEO CAMERA [_SH3 STAINLESS STEEL SHELVING REFER 0 E1.1 FOR SPECIFIC ELECTRICAL REQUIREMENTS SC9 VIDEO CAMERA WALL MNT. FSH4 KEi OVEN WALK-IN FREEZER Su0 CONN./TRANS,/CABLESff - A381 KE2 PROOF BOX FN-2-1 WALK-IN RETARDER es t 1 CONTROL PANEL C►+b] i Pacific Hwy, 15660 Ste.A-4 1 8UP 96-045A, MEG 96-0272 •~— "�_��~ 1 1 of 33 II Ihi� n ►licc ;11111evs duarev 111;111 file documenf, file docttnlent is of 111;11-kinnl IIIII�II+ILII P4P1►jP�tlil I�� i�� I P.��P�I�I�P�I�I I�I�I�PiP;I�I I1[Jill I Ill IIli !Ili 1I IIli Ill�ily�I1I111, 1 11001 mpm M m , I I,� n{lll Iil�iin 111( ofl 111+11 IIS �I�!�IMIA P !Bial!! Iili�iint�illlllilt(IIIIIIIii�(ITIII�IIII(IIIIhIIIIIIII�IInIIIiIIIllllll!IIIiIilillitllll►iIIIIIInI Ill�liil lllflln Iilllntl IiII�INIII�l1�(t f�i Nil itl�{lift i fi � 11Ii�flrl E S T E R-`9.� I T 0 M � WOMEN'S RESTROOM MEN'S RESTROOM FOOD PREP AREA 08 07 06 ARCHITECT GYP BD. CEILING GYP BD. CEILING i SUSP CEILING EL�t0_0" A.F.F. EL. 10' 0' Af F I EL. 10' 0" A.F F 4 1 5 S A N S O M E S U I T E 5 1 0 I S A N F R A N C I S C G C AL I F O R N I A 9 4 1 1 1 T L 4 1 5 - 9 8 4 0 5 0 0 } (EI SOFFIT F X 4 1 5 9 8 4 0 5 0 4 a IV-01 .A1 Al Al Al •At •At _ _ _- ,� n •A1 Al •At O COFFEE AREAN - Al Al Al Al E '�' SUSP. CEILING zoz EL. tt'-0' A.F.F. .1W S 5 ` X LW Al A I Al Al H i I Al• W _ CLJ ..- --------- -----— E EF _ U� EM Cm -x 4 C III 9 til ® ' -- nt CUSTOMER ARFA --r- ---- F 02 "' Al �At (3 At At .At __..._. _ ____-_. , NO CEILING --- _ _ _.__-_ _ ( 3 031)' - �.. I 6 i JAN. AREA SUSP, CEILING N EL. lf- A.F.F. - zo i - _ __. -- ... / 05CC .0 1 \ SUSP. CEILING AM - - --A _. .�- i 11 i EL. LOO` A F.F. 0 O OA OA OA OAI i � CS F - L --L1. 1/ E0 EO E4 EQ ---- B.O. SOFFIT O _- 8'-4' B 18! , a C (11 F \ •Al --- X A 1 , 5� � j A t Al '"-- —•----- --+-- F / �� Go 0 e • • • ' NO CEILING van z WALL MOUNTED SPEAKER SERVICE AREA OFFICEV LESTER B. TQM 3668 GYP. BD. CEILING SUSP. CEILING FL. ii' 0" A.F.F. I A.F_F.] SAN FRANCISCO,CA `4.y O% OF OAC' • NO. DAT'd ISAIIE LIGHT FIXTURE SCHEDULE KEY NOTES SHEETNO"I'ES ` DATIk NM MST SYMBOL LEGEND25 FIXTURE UANTI SYMBOL CATALOG NO. '~ MAXIMUM O1 NEW 2x4 CEILING GRID 1 REFER TO SHEET A0.1 AND AO.9 FOR RESPONSIBILITY SCHEDULE AND TYPE DESCRIPTION (AMP TYPE FIXTURE REMARKS - _ WATTAGE _ - _- SHEET AO.9 FOR GENERAL NOTES & REQUIREMENTS LiGHT SWITCH 4" ROUND LOW VOLTAGE MR16 W/CHAMPAGN A 6 0 LOL2000LV/2012 ALZAK REFLECTOR AND ADJUSTABLE HEAD (1) Sow MR16 50 SOFFIT, GENERAL SWITCH BANK SEE ELECTRICAL 2. REFER TO SHEET A9.2 FOR SEISMIC BRACING. I)OWNLIGHTS $ THREE WAY SWITCH f Al 28 LOL 1002P1 1012 5" / ROUND LOW VOLTAGE 50PAR30/GAP/NFL (1) 50W PAR30 75 GENERAL DOWNL3 PAINT ALL. DIFFUSERS, GRILLS OUTLETS AND ESCURCHEONS TO 3IGHT O MOUNT TRACK ON BACK OF SOFFIT �4ATCH COLOR OF ADJACENT WALL OR CEILING LN/CAP/NFL CENTER TRACKS ON TILE SIGN F-sl SPEAKERS B 20 LOL 9021 WN GIMBAL RING TRACK FIXTURE 50W PAR 30 50 ON LIGI4T TRACK. 4 24 HOUR LIGHT ------------- - 2 LOL 9108 C"I 1 LOL 9104 4' TRACK STRIP C2 - LOL 91022' TRACK STRIP N///A N/A O GYP HD CEILING J LOL 6190WH GIMBAL RING TRACK FIXTURE W/ Sh4GLE - - NEW CEILING GRID D-- 2 •• -- -- -- --_-- MONOPOINT --_ ------- _.._ - (1) SOW PAR 30 -_JO 6 REFER TO 5/A9.2 FOR DROP HEADER DETAIL ---- DRAWNG TM.E F 4 �-'' LOL KLT240.120SO 4' 2 -LAMP FL.OURESCENT STRIP (2) FO 32W T8 N/A JANITOR CLOSET, I TOILL-T WEMENT OT MENU BOARD. SEE 5 / A8.1 2 X 4- 3 LAMP T8 LAY--IN W/ -F g \ LOL XT2.GVA340120S0 ELECTRONIC BALLASTW/K 12 1 .25 LENS (3) FO 32W T8 N/A - -�- --� ____ --- --- 80 INTERIOR TILE SIGN SEE 2/A10 ? NEW ARMSTRONG CERAMAGUARD CEILING TILE REFLECTED?, X 3 — -y PROLUME 201U _ LED EXIT SIGN - GREEN N/A N/A CEILING PLAN SINGLE REFLECTOR GOOSENECK WALL ORACKET ABOLITE GOOSENECK - GET-D-3-BRZ STYLE D H 4 SPERO 6210 - WHITE BRACKET WM-GN24-SPD COLOR: 90W PAR 38 N/A PAINT P-3. _ LO WHITE - SCHOOL HOUSE ''ENDA w/r_OMPACT (1 ) GE NOTE: THESE ITEMS ARE. FOR DESIGN LAYOUT ONLY. REFER TO �- M 8 N/A X10 CENTER TRACK FIXTURE ON INTERIOR TILE SIGN FIXTURE SCHEDULE AND SHEET E2.1 FOR r -�_- CONVERSION KIT COMPACT FLUORESCENT O SPECIFIC REQUIREMENTS �� v4. : 1, o. FLE28QBX/5PX2 7 GLOBE WALI. SCONCE W/COMPACT � 1 --- ------_-_-_ _-� 11 FLE280BX/SPXI7 Fu NO. -_--�_ 5042 N 0 CONVERSION KIT--COMPACT FLUORESCENT ( } GE N/A MOUNT FIXTURES ON WALL ABOVE GLASS WINDOW CARO NAM G042A415WG _ DNAWNG NO. EM 2 SURE—LITES CC2 TWO HEAD EMFRGENC`f' LIGHT ,I/A N/A �J �0 - --� GIMBAL RING TRACK FIXTURE W/ SINGLE 5OW MR16 50 MONOPOINT BK IJGHTING, INC SI-._- -._ „ „�_ A401 K 0 GN STAR S1YLE C 50 W FLOOD S/N -9-BLP- 9-36"-C GOOSENECK WALL BRACKET EXTERIOR 50 Pacific Hwy, 15660 Ste.A-4 BUP 96-0458,N_^96-0272 11 12 of 33 if Illk 11olice .11111ears cle.lror !11,111 Ilse document, the doctimenl is of n ,11-gina! t,� �;�;�i ; �lja�l��il I I�I�I�I' �I � � �i i �i�i�� . . �l � �'� Ji'�I; 1 INCH MU10fd a CNIN� '11il�ill I IIl�!NI !illl!Hf 1f1�111 ihil��ffF i�1�ll!I!!,!II! 1!li`ii1iIIIIiIIiil'lIiiIII�IIIIIiIlliilllilillNil�l!II�IIIIIIIIIIIIIII!IIIIIIiI�IIiIIIIIiI!IIIIIIIillliilll(I+iiilillll�iill (lll�!Ili�!111'fti� iit{t!�!i!it!Iiitfl;+��T •'�` inline LESTER B. I i I - T 0 M ARC: I•s I TECT WOMEN'S RESTROOM MEN'S RESTROOM FOOD PRFP AREA tILL 06 4 7 5 S A N S 0 M E S U I T E 5 1 0 I S A N F R A N C I S C O I C A L I F O R N I A 9 4 1 1 1 c I T L 4 1 5 - 9 8 4 0 5 0 0 F X 4 1 5 9 8 4 0 5 0 4 I ` X/ Cly COFFEE AREA 01 , Ir w ElV I 1 II I �" CV 4> --- - - QCC �: 04 CD low ��C-USTOMER AREA � Q I O 3:�'/L-�� 1 II + 0 c I JAN. AREA 0 OCXDCL co � I . t co Em I � x / I I - - - - - - - - - - -- - - - - - - -- - - - - - -- — — - --�"' •� �D A5.2 . c�r 4 � LESTER B, TOM �n i 3668 ~'I SERVICE AREA OFFICE N • 03 p4 SAN FRANCISCO,CA OF 011: NO. DAit BALK 25 JUL 96 PERANT FINISH SCHEDULE KEY NOTES EG I SHEET NOTES L � .�END f _TILE FLOOR / BASE / WALL ROOM / AREA NU. FLUOR BASE WALLS CEILING REMARKS T-1 CERAMIC MOSAIC HEX TILE: PATTERN W253 U,O.N. BASE OF EQUIPMENT TO ALIGN WITH TOE KICK OF ADJANCENT . REFER TO SHEET A0.1 AND A0.9 FOR GENERAL NOTES AND REQUIREMENTS� � 1 x__ FLOOR TRANSITION - 5ITLON COI FEE P-2A AC T-2 3 X 6 CERAMIC GLOSSY TILE. COLOR DAL-WHITE-100 MILLWORK. 2. F.H.P. TO EXTEND V-0" BEHIND WALK-IN FREEZER, COOLER AND RETARDER, AREA 01 T 1 T-5 P-1A P-2A T-3 6 X 6 QUARRY TILE COLOR: CANYON RED W-2 SPECIAL TILE PATERN " WELCOME TO NOAH'S CENTER TILE MAT 3 F.R.P. TO BE CONTINUOUS BEHIND PROOF BOX :,NO OPEN. - - --- - - - _ ` T--FR TO ELEV. FOR T-5 4" BLACK GLOSS CERAMIC BASE TILE, NO COVE.4 6 X 4 COVED QUARRY BASE TILE COLOR- CANYON RED CUSTOMER r--2A AC-2 RF TO CENTER OF DOOR OPENING. SEE DETAIL 3/At0.2 MILLWORK W/LAMINATE COUNTERTOP _ " OP 1 s -- -"-- - - 02 T 1 7-5 P-1A P-2A EXFEND nF EACH 0 BRASS SCREED AT ZERO THRESHOLD I I,REA W-2 FINISH T-6 6" COVED TOPSET CERAMIC BASE OLE 3/$" R MIN. GLOSS BLACK P-7 CL-1 FI_-1 4" INSULATED PREMANUFACTUf7E FLOUR (NFS APPROVED) FLOAT FLOOR IR CUSTOMER AREA AT 1/4' : V-0' BL SMOOTH PER HEALTH DEPT. MILLWORK W/$TONE COUNTERTOP SERVICE AREA 03 T-3 T- 4 T-2 P-2 SC-1 SEAL CONCRETE FINISH TO•P-1 8748- BEACH SAND -FULLER O'BRIEN- SEMI GLOSS OFFICE 04 T-3 T-4 P-1 AC-1 •P-1A 8748- BEACH SAND - FULLER O'BRIEN- SATIN DMVAW TITLE •P-2 B778- DOESKIN -FULLER O'BRIEN- SEMI C4_OSS JANIT( t AREA 05 '--3 1-4 P-2 AC-1 •P-2A 8778- DOESKIN -FULLER O'BRIEN-- SATIN P-3 C129C-FULLER O'BRIEN- SEM! GLOSS TYPICAL FLOOR TILE DIRCTION P-4 D124 ROYAL BLUE -- FULLER O'BRIEN - ;f-MI GLOSS I PREP AREA 06 T-3 1-4 W-1 AC-1 W-1 F.R.P. GLASSTEEL LINEAR PANELING (COLOR . ALMOND) FINISH PLAN W-2 CHERRY BEAD BD. WAINSCOT P-T P-2 W-3 6" STAINLESS STEEL BASE INSIDE & OUTSIDE UNIT TOILE T ROOMS 07/08 T-1 T-6 YY-1 CL-1 F.R.P. 'TO 4'-0' A.F.F. ONLY W-4 SATIN FINISH ACRYLIC PAINT OVER GYP,80 PREFABRICATED _ 2 -- W-5 BRICK VFENER BY H.C. MUr)CwX 1 $00--176-1244 FREEZER W-3 UNIT COLOR NO. 890 "OLD TOMB: RED" ('GROUT COLOR CNAF.CUAL t;RFY N0. 60 SCALE 1/4':f'-0' i hETARDER / PREFABRICATED WALKIN — T W`'T UNIT CEILING PAOACT NO. 6042 — _. ---- --- -— G_-1 GYP.BD. CEILING CARD ME NAM 6042ASi.OWG A^-1 SUSPENDED ACOUSTICAL CEILING VINYL. COATED PANELS ORAYY�,Kf< � i - --- --- ---- ___. -- US GYPSUM N0, 3270, SUSPENSION SYSTEM: DONN DXI, FIRE RATED AC--2 2X2 SUSPENDED ACO(,STICAL CEILING VINYL. COATED PANELS: US GYPSUM NO. 3270, SUSPENSION SYSTEM: DONN DXh FIRE RATED •CURRENT PAINT 'APAPLES MAY NOT BE AVAILABLE FOR THIS A5 , 1 COLOR. MANUFACTURE CAN S111. PROVIDE THE PROPER PAINT BASED ON THIS PAIN i NUMBER Pacific Hwy, 15660 Ste.A-4 BUP 96-045A,MEC-96-0272 13 o1 33 If this 11olice appears clearer 111;111 the document, (fie document is of marl;inal gmIlIty. !11111111111 t{ If11111 f 1I114iililili � ►lilllllllllill Il!ill!l!llli !►tltl!IIIII!ll 'I Jill ► IIII►I!1!l!i! � !i! l!II1II1II I III IIIII111j I. wl.lpl}i��L ►�;IIIIIIIIII 24Xtlillllititlttitt�t tntll++t ►tti�tlt it�i't� tlitCi�it Ii4i�lft� ttnlnl► unllnlllllllntlllulll!II!nllllillllllllllll'unlllniiulllnll!Illllliiinnllinlniillin►lilllnn!nnllnl nnliili tlnllnl!tntltiit i►n1n11 +ntlt+ttitit+�i►-n � _�r . ' imlinl+ i I L E S T E R B. i f I I " ( `sl ! I ARCHITECT 3r I ( 4 7 5 S A N S O ME I I I S U I T E 5 I 0, ..,r 1 S A N r R A N C i S C 0 + I GROMMET to I I C A L I F 0 R N I A 9 4 1 1 1 T L 4 1 5 9 8 4 0 5 0 0 I � / I � F X 4 1 5 5 8 4 0 5 0 4 i i `i'1 , ' I •- 'r`` I I I m BODY LINE BELOW t co MARBLE TOP WITH I f BULL NOSE EDGE i I- BODY LINE BELOW - j q -- �_ MARBLE TOP WITH I BULL NOSE EDGE , I r �.. 61 V-6" N cc rj -, - O 0 d I r I I N a L I Go Li 0I Q � f I I z 1 PAPER ROLL CAB -- -- BODY LINE BELOW I I \ SCALE: 3/4" - 1 ' ID VENEER DIE PANEL BELOW VENEER DIE PANEL BELOW MARBLE TOP WITH / 0S �C� PROVIDE P-LAM ----� BULL NOSE EDC-[ ! I (ESTER B. TOME ��' Q' FINISH PANEL •� � � e CABINET END - ., 3668• TYP. 0 WINDOW WALL .- J AN FRANCISCO.CA BAGEL DISPLAY CASE , r I BY OTHERS M-7 NO. DATi 1011111ADELI .,ASE BY OTHERS I I' to DELI CAS 25 Jl ll 96 PERMITE BY OTHERS E - I _1 P-LAM RECESSED TOP OPEN - - P--LAM RECESSED TOP -- 2 t _t'-_7___1/4" DRAWM TffLE 1'-9 � _ CLEAR -- I 1l2" _. 9 -11 2'-Er 81-8" I CASEWORK P-LAM COUNTERTOP (TYP.) HANDSINK PLAN Y y Y Y 2 BACK COUNTER b SCALE 3/4" : l' QCT N0. 6042 N; b SCALE: 3/4" - 1' -- - - x CADD FILE NAME 6042A52 DWG ORA1100 40. - O A5u2 Pacific Hwy, 15660 Ste.A-4 f3UP 96-0458,MEC 96-0272 14 of 33 If this notice appears clearer Ih:ui the ' document, the document is of marginal qua ,ly. ilil! I 'l lilt �I Its �al�ll I�- +lll�Ill f�lll�l��llll i Ill�tji�l�il1 i;lliii�llill+i i !I!{li �ill�I I I!I !I!(�tllll s III�IIi�l�l�lJ . 124X --1 ll :.: '11111�IIIiInlllin nnf ILII illrl�m it � 1►lirillr � �i+InIIII, Irlllnllnlllnullulll(II►�I�IlIIllllnlllnl InIIIlnllllllllililnllnnillllllll flllll+llnlllu►Ill�lillllnlllnlnn III(�IIII►Itlllltli nI�iII�I If�l�nll tri�nfl�i . flll`nt i 1 w� !- ESTER B. I - T 0 M I k ARCHITECT 4 7 5 S A N S 0 M E I S U I T E 5 1 0 S A N F R A N C; I S C O 1 C A L I F OR N I A 9 4 i i I T 4 4 1 5 - 9 8 4 0 5 0 0 I F X 4 1 5 9 8 4 0 5 0 4 i i NEW JUNCTION (� 1 Box EXTERIOR ABOLITE FIXTTJRE WITH GOOSENCK 1 r 18'-0' ` W j +27'—d' _ _--- _ ___ ____ _ a: - Acm .F.F. 0Z (E) EXTERIOR PLASTER ABOLRE EXTERIOR (E) LATH AND PLASTER --___/ LIGHT FIXTURE /� _ EXTERIOR FINISH / WITH GOOSENECK 2 MOSAIC TILE BACKGROUND 43: ijL UJ a MOSAIC TILE L 0- SIGN AREA (E) CANVAS AWNINGS OVER STORE FRONTCID �. TILE SIGN OVER MORTAR BED M, u') I - , fir, z +9'—_d' A.F.F. _ ---------- (E) STRUCTURE �p�0 ARC 140, L.ESTER B. TONT IIOA � . 14'-0' � � ,� �� 3fi68 SAN FRANCISCO,CA O � E F O� (E) AWNING ' TO REMAIN / Y NO. DAT! mom i (E) DEMISING WALL (N) SPANDREL GLASS do DOORS 25 JUL 96 PERMIT (E) SPANDREL GLASS - ----- I —_ — 28'-9„ ADJACENT TENANT SPACE NOAH'S TENANT SPACE ADJACENT TENANT SPACE ------- 2 SIGN SECTIONN.D.T.S. 1/4 =NORTH ELEVATION SCALE: I -Cr IMAWWA nn.E _. f I I EXTERIOR ELEVATIONS AND DETAILS F. $CALE AS NOTED PROJECT ►AO. � 6042 CARD FLS NAM 0'042A71.DWG ORAWNO M. F I I A701 1 Pacific Hwy, 15660 Ste.A-4 BUP 96-0458, MEG 96-0272 15 of 33 11' this 11o6ce ;11111evrs clearer 111;111 the docur11eul, the documeW is of rnarginal eluarr;ty. I��IIII! IIINCHIII �Mae-�a aI m1 1!„h��IIIII I�Ll1IIII�iIIIIII 1IIIi�IIIIIII I IIII!� IIIIIf I I' IIIIIIIIIIiII 1 i �lll�Illllll I IIIIIII�IIIII 11IIIIJiIIIIII�-� �. f�l,I1.�1�{ ��. I�IIIII�IIIII IIIIIIIIIIIi�llli ill!IINIIIt1lltli Ifhf II<1IIfi l loll Htlilll IIIII!IIIIIIIIIIIIIIIIIII!Illlt1111!IIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�m onllitllllllllllllllllll�lIIIIIIIIIIIII IIIIIIIII'1nillliiti!I!iH11 IIIIIIIHINII til�tli itnli1111W r L E S T E R S. I I I W.R. GYP. BD. FAIGP. D.--1 ADJ. MELAMINE FIN. PLWQ SHELVING PYP.BD. NTTP--1 PAINT P-I PAINT P-1 TYP, TOILET SEAT TYP. ON STANDARDS. TYP. T 0 M * COVER DISPENSER } `1 SOAP D!SPENSER ♦ LOCATIO F R.P. PANEL MIRROR FEMININE NAPKIN g" � I +4'-0" A.F.F. TYP. GRAB BAR 250 LB. DISPOSAL (W.O.) t COUNTERTOP A P.LAM ON 3;4" � CAPACITY. PROVIDE PAPER TOWEL \ \ PEWD. ' ARCHITECT DISPENSER / WOOD BACKING GRAB BAR 250 LB. - g" I BY G.C. CAPACITY. PROVIDE � I , 1 -2 I / 1 , 4 7 5 S A N S 0 M E L-----J BYG. CRACKING •_ ----- --—=- - ,' 4" DRAWER ,_ . b' S U I T E 5 I U LLsk- 91 _ 2'-4rUcv S A N F A A N C 1 S C O T.P. HOLDERJ- INSULATED HOT 1 ! _. FILE CABINET �, C A L I F 0 R N I A 9 4 1 11 cv do COLD & DRAIN I - �' I t - E N = T L 4 1 5 9 8 a 0 5 0 0 ,� PIPES Typ. --— --- ---- ---- - - �,A. B. C. t 2 X D. -1 2'_p" A. �' FX 4 1 5 - 9e 1 0504 6BLACK TILE -�` B � CCOVED BASE 4'_Q" GRAY MINN TILE BASE. TOILET ROOM 8 OFFICE J t 6 W S.S. SHELVING ON 2t) GA. S S SHELLING ON 20 GA. FULL HEIGHT F.R.P. FLAT STRAP BACKING A9.2 FLAT STRAP BACKING FULL HEIGHT F,R.P. ri1Li HEIGHT F.R P. F.R.P. IN T- BAR � �/ GRID ENCLOSURE PANEL CONTROLS S.S. BUMPER -- — -- — — — - t� _-- - ------- -- Q N GUARD — r==__-- ______ ___ — — — — — — _ — — - -1 =____ — f1 n �= C=__-__�1 11 =_3IIC==I _ ---- -_,. A9.1 I I I I I I ,1 1 I --- TYP. L- -_JL------JL--- __�L.__---__-_11 r.-- ---�r--------tr--- -- tr------ �1 I I L------JIIL--1 V iL / 1I tl ,I 11 - r-------I"t / O �. �_ �.aT. Ii1I 1 Q I II 11 ,I II 1 ILII I �\ 1 II I It II 11 I 1111 - E ,/ _ it of 11 S.S. WORK TABLE � S.S. WORK TABLE ! S.S. BUMPER OVEN METRO SHELVING QUARRY \, \ GRAY TILE METRO SHELVING 6" S.S. BASE �- WALK-IN REFRIG. RETARDER OFFICE GUARD TRIPLE SINK TILE BASE TRIPLE SINK WALK-IN FREEZER QUARRY TILE_ BASE ` PROOF V U) 8 PREP AREA 7 EAST ELEVATION — PREP AREA ICE MACHINE 6 WEST ELEVATION -- PREP BOX AREA OD _ .d. 4< � U) 0 � 3X6 TILE 6'X4' CHALKBOARD PAINT P-2 - L.E.D. --�\ PAINT P-2A MENU BD. , L.E.D. -- MATCH W/ - -- � MATCH W/ BETWEEN OPPOSITE SIDE �- - PLANT P-1A OPPOSITE SIDE lk TURN-O-MATIC SPEAKER �� i FIXTURES w I r 1` EQ EQ ..I EQ EQ /� �(�GD��' S i � � --- --- ----_-___.__ _ -----___-- - - �� VIA r LESTER B. TOM 3668 �'► ZTVU. I - ALIGN --- - i=Nw — -_= � � s 'b BEVERAGE SERVICE SAN FRANCISCO,CA TE 1 - I n r FINISH END PANEL 1 "� GO act1 _ __ �:i11it3 tittf � FOR�' 1 tz-1 -- N J I I - - 0 I N0. DATE mmm 25 JUL 96 PERAMT BACK SERVICE S.S. BUMPER GRAY \` BAGEL SLICER SANDWICH \` 22" S.S.SHELVES W/ STANDUP BAR DRINKS CASE RECYCLING BINS BLACK WAINSCOT COUNTER W/SINK GUARD TILE COVED COUNTER TABLE 3/4" PLWOOD BACKING TILE BASE AND ADJ. SHELVES BASE BEH1,'D P--LAM DOORS. 4 EAST ELEVATION — CUSTOMER AREA -- - — 5 WEST ELEVATION — BACK COUNTER PAINT P' 2A SIGNAGE: - - - --- I 7 "DOOR TO REMAIN EXIT SIGN i CENTER GLOBE UNLOCKED DURING - i A.DA HANDICAP - PAW P-1A DIVIDED LIGHT A92 INTERIOR TILE SIGNPAINT P-2A UNISEX SIGNAGE WINDOW OF SOFFIT ON SOFFIT ` - PLANT P-2A I SEE 2/ A10.1 BUSINESS HOURS." ------------ + ; DRAW94 TffLE \ � 3X6 TILE - 777 _ _. o INTERIOR + I N �, PREPARATION AOEA BEYOND _I ELEVATIONS ATIONS a, bio _.- --- _ .r�--- ..�.�.._.., I I i I � STANDUP BACK COUNTER — r 00'o i t IT �► c� Q DINNING BAR OPEN o \\ \ _. LA. I T_ ` _. - I c� I r - I ! _ -- l PROJECT NO. ETD —__._ 6f)42 � BR.C,K VENEER � FRONT CO'.NT�ER �-- --- S.S. CORNER GUARD SELF SERVE BLACK TILE BAGEL DELI CASE BACK COUNTER " " CAM Fi,E NAM � 6042ABt.DWG HOT DRAWNO LA0. DELI CASE BASE DISPLAY CASE FRONT COUNTER DOORS STOREFRONT EON BSIIGNL _3 SOUTH ELEVATION — CUSTOMER AREA 2 WEST ELEVATION s CUSTOMER AREANGRTH — _ _.� 1 ELEVATION CUSTOMER AREA Pacific HwV, 1.-u60 Ste.A-4 BUP 96-04ba,MEG 96-0212 - — 16 of 33 ..�.■..w■wai■i.,�■,. If (Ilk n�Ificc :Ippcal-N Oemer 81:111 the clocumenl, the 0,1CIIIIICI1l is of I� ar� ileal lock 1� �Ei �� {I�IlIII IJill 11 [!111111�1�1: 1 I� 1� I�I�IIi i,i�I�I�i�►l� 1 i �i�l;l�i�l�l I (�l �l� l'I�lll 1�1�1�1�1��1 l al��1►1# ► ��1�1.�.i�illll . I ItIIIIII�IIII�IIiI IIIl�IIIi IIII11I( 4 - { I�ii�ift lie lt�llllll�llll Ifill►IIIIIIII�IIiIfIIII�IIIIIII�IIIIIIIIIIIIII!IIIIIIInIIIItIIIIIIII!IIIIIIII!nIIIIIII�nnIIInIIIIIIIIII�nn1IIII IIIIIIIn IIII�III111111�IIII 11111111 I1i1�1tli �fl ' ' � � 1n�irlll�i I 1 d !. ESTER 8'( AT EXISTING STRUCTURE ONLY, STRUCTURE ABOVE SCHEDULED PARTITION �. '" 1 / 24 CA. ANGLES 0 ALTERNATE ` 1" ZEE CLIP. 22 GA. 0 48' SCHEDULED PARTITION i V i - --- BLOCKING AS STUDS, 48' O.C. VERTICAL00 - I REQUIRED T 0 M I GYPSUM BOARD ON 2X BLOCKING I ^� - ` 25 GA. MTL STUDS 016" O.C. 1 f + f i STUDS CRIMPED AT HEAD GYPSUM BOARD ON EACH TO RECEIVE TOP TRACK - -�% SIDE OF 25 1 � GA. METAL STUDS 0 16O.0 ARCHITECT" L-- _ STUDS CRIMPED 0 HEAD ' TO RECEIVE TOP TRACK a 7 5 S A N S 0 M E SCHEDULED CEILING CEILING BRACING. t 1• ---� S U I T E 5 1 0 RE: CEILING DETAILS `' --- - ACOUSTICAL/THERMAL INSULATION S A N F R A N C I S C O I I -- -----'� - FACE OF EXISTING STRUCTURE, CALIFORNIA 9411 I - - SCHEDULED CEILING �\ SCHEDULED CEILING I I _ __. WHERE OCCURS T L a 1 5 9 4 0 5 0 0 STAINLESS STEEL -- -- SOUND ATTENUATION BLANKET BUMPER GUARD F X 4 1 5 ,c t 8 4 0 5 0 4 .� HOLLOW METAL FRAME �` 1 �? 4-1/4" 4-7/8" + �{ 3-5/8" MEAL STUD :_ _-__— 3-5/8" METAL STUD - COLOR TRANSITION �i , WHERE APPLICABLE CONTINUOUS SEALANT SCHEDULED DOOR ...... �� -_ TOP OF SLABuj '"�.� • - TOP OF SLAB WHERE BUMPER GUARD IS IN PATH OF BAGEL RACK TRAVEL, CHAMFER - SECURE TO FLOOR W/ 1/4" --- - - SECURE TO FLOOR W,/1/4" W ENDS AT 45' ANGLE � � DIA. X 1 /2" DRIVE PIN DIA. X 1-1/2" DRIVE PIN 0 24" 0.C. ! 0 24" O.C. M � BUMPER GUARD INTERIOR HEAD JAMB �=FURRED PARTITION FULL HEIGHT PARTITION aC\1 CqSCALE: 3r = 1'_0" 49l1004 � o SCALE: � - 1'_-� � � _ . 07_0_ SCALE: 3" - 1 -0" A9104_04 SCALE: S* = 1'-01' A 1 1 04 — 9 0 _ � fes• NEW CONCRETE SLAB EXISTING CONCRETE SLAB CERAMIC TILE 3: �a TILE ON MORTAR 6x6 10x l OWWF I: C0 N0.12 WIRE DIAGONAL STRUCTURE ABOVE = Q + / BED. ALIGN WITH TOP OF SEISMIC BRACING 0 MAX. j EXISTING SIDEWALK MAX. 4'-0" O.C. SECURED TO DECK 45- 1" ZEE CLIP. 22 GA. 0 48" 0 � - BRASS SCREED �• O.C. SECURE TO STRUCTURE cc 4 v 11111ju 11111111 SCHEDULED !CEILING r .� FIRE PROOFING I + ° • . , �, _- _ METAL 'J' TRIM EA. SIDE � GYPSUM''__ BOARD ON EACH SIE OF D A. METAL '� -- -- GYP. BD. ON EACH ,�� STUDS 0 16" O.C. sib SIDE OF 25 GA. METAL � _ STUDS CRIMPED 0 HEAD 1 4 r. 2'-6" LONG EXISTING SIDEWALK STUDS 0 16" O.C., TO RECEIVE TOP TRACK I 00 .0 STUDS CRIMPED 0 HEAD ` DRILLED AND EPDXIED INTO TO RECEIVE TOP TRACK �� Q EXISTING CONCRETE -- ---- EXISTING CONCRETE SLAB SCHEDULED CEILING *� 24X I w AT 24 O.C. SEE PLANS FOR ADDITIONAL. INFORMATION A UT -1 PROVIDE 6 MIL VAPOR SOUND ATTENUATION BLANKET /---, SOUND ATTENUATION BLANKET r CONCRETE & REINFORCEMENT: BARRIER AT NEW SLAB CERAMIC Tll� & L,.,.,�jT !G CONCRETE SIDEWALK CONCRETE AND ITS PLACEMENT SHALL CONFORM TO ACI--301, IRANSiTION STRIP 4_7 8• _-� 4_7/8^ ACI-318, ASTM C-94 AND ASTM C -.3?. - - -�v_. - 3-5/8" METAL STUD __-__ ,. I-_.. / _. - 3-5/8" METAL STUD � DAp(� REINFORCEMENT: ASTM A615 GRADE 40 DEFORMED BARS FOR #4 REINFORCEMENT & SMALLER, GRADE 50 FOR LARGER. _ ��_� CONTINOUS SEALANT (ESTER B. TOM (� MAINTAIN A MIN. OF CONCRETE COVER ON ALL REINFORCING AS FOLLOWS: � —" � TOP OF SLAB � // TDF' OF SLAB • 3668 BOTTOM & SIDES: 3"; SIDES FORMED: 2" Y '"'� CONCRETE STRENGTH AT 28 DAYS SHALL BE A MIN OF 2500 PSI WITH ' A 5.5 SACK MIX. —" I ` SAN FRANCISCO,CA DOOR FLOOR MATERIALS !�►-- SECURE TO FLOOR W/ 1/4" SECURE TO FLOOR W/ 1/4" .� 0 AGGREGATE TO CONFORM WITH ASTM C330, MAX AGGREGATE SIZE OF 3/4 . G (WHERE OCCURS) PER FINISH SCHEDULE DIA. X 1-1/2" DRIVE PIN DIA. X 1-1/2" DRIVE PIN CEMENT: ASTM C 150 TYPE II. " �.� dF C)V WELDED WIRE FABRIC SHALT_ CONFORM TO ASTM A185. 5ILL�CONDITION 0 24 O.C. i 0 24 O.C. _ NO. DATE NNW DEPRESSED SLAB TRANSITION DETAILS CEILING HEIGHT PARTITION 25JUL96 PERWT 1 R 1 HOUR RATED PARTITION SCALE: 3" = 1'-0" A9111_04 SCALE: �' = 1'-0" 1 v A9 08_04 SCALE: T - 1 0" t-\9105_04 SCALE: 3" = 1'-Cr A 2 9102_04 1 1 3 5/8' MTL. STUD i FRAMING AND HEADER I WITH 5/8' GYP. E0 - --- - ---------- _-- - -- __ — - SCHEDULED PARTITION EACH SIDE _ GYPSUM BOARD ON EACH I x CHERRY RUNNER FASTENED -� _� -�- 20 GA. STEEL } SIDE OF 25 GA. METAL - I WOOD TRIM APPLIED DIVIDED WITH SCREWS TO .� STUDS 0 DOOR (l" -- ---- LIGHT WINDOW STUDS (AT HEIGHT '4— —k OPENING, TYP, STUDS 0 16 O.C. METAL CORNER BEAD PERMITTING SCREW ATTACHMENT OF - DOUBLE — ------- _ _ { FACING REINFORCING , 12 GA. STEEL TUBE BRACING I , SCHEDI.ILLD METAL STUD F.R.P. W/ TRIM ' I ��- � "` 0 48" O.C. MAXIMUM. � �� 1iT1.E WOOD SHIM Z AS REQUIRED j� O LOCATE ,.IAMB { i I , REINFORCING TAPE AND S.S. BUMPER GUARD ANCHOR CUPS .JOINT COMPOUND. GE w � 5/8' CEM BACKER BD. REINFORCOVE EMENTS `� 1i: I DETAILS _ REXISTING i T w , REMOVE CORNER & JUS BELOW TOP 1 X CHERPY � _ .___- --— H.C. MUDDOX STND. _ I FLOOR ANCHOR - REINFORCEMENTS MOLDING WHERE OCCURS NO. 890 'OL � TOWN RED' CLIPS SECURED wOOD TRIM _ _. : - -- - c? PRIOR TO NEW Jr� THINSET BRICK CLIPS ON STRIKE 4-7/8" TO FLOOR WITH - - - - - - - 3--5/8" METAL STUD �\ , { SIDE TO OCCUR runty CONSTRUCTION IN ORDER \�; NO LESS THAN V DIRECTLY OPPOSITE /� -- TO TAPE FOR FLUSH 5/8' GYP BOARD � TWO SUITABLE .+ __ i -- CONDITION. OF HINGE SIDE. FASTENERS SPACED 3 5/8" META(. STUD FRAMING --- =-- -. - --_____.�__-_.-__ —_ _ NO LESS THAN 3" TOP OF SLAB AS NOTED - APART. I � � PRO.ECT_NO. —___Y_^._ 6011 A" BLACK TILE BASF CARD FLE NAME 60/2A91.DWG --��-•- EXIST. CONSTRUCTION. - OUARRY TILE OFIAWM NO. SECURE TO FLOOR W/ 1/4" DIA. X 1- /2" DRIVE PIN pj�_VI_EW 0 24" O.C. A981 PARTITIONAT EST. CONSTRUCTION INTERIOR WINDOW SECTION REINFORCING AT HEAD AND JAMB LOW HEIGHT PARTITION � CAL.E: � w 1' A9112__04 12 " 9 '&Alf: 1 1/Z - 1 ---0" ►NiWINC? SCALE. 1/2" - 1'-(Y' A9106_24 `;GALE: 3" = 1'-0" A9103_04 � �•��Pacific Hwy, 1566(1 StA.A-4 BUP 96.0458,MEG 96 0272 '�`�" "��n� low 17 of 33 If Ihis nolice appears rlear•er Ih;►u the document, the document is of marginal I��{I {I �I�I�!{I iI�I��I�I��I � {M.I<��}4�1�1�1 ) 1�1;iJl�l�I�I�I ISI{i{i�l{IJI I 1{I�IIIII{!�I ( i{IJI{ISI{!{! I i { I{I�IlI{I{I I !�IlI�I'I�i�l I I�lll�i�i�l�lt ,. :�-� INCH 14MM M Q1 >rs , 1lnlllnl�llrtl Iftlllflt,tlifhlr ittl�ltir�;�r 11IIII tTil�ul unlnl�illlillillll.IIIIIuilllll(Ifilllnilllnllnlllnl11111{llll'InnIIII�IIiIIIIIIIIIIIIIIIIIInitl�ullilll Ilnllili�l'IFlu�llll{IIII�IrI1 Illi�t9il Itlllllll�iii •" illlinll �� iLESTER 8. BOTTOM OF STRUCTURE ABOVE, T O m 8 GA. HANGERWIR ' 1AN E WIT�N O.C. �2x /2" D H 6" 1 OF' ENDS OF CARRYING-CHANNEL ARCHITIECT CN: - I " - -- - -- - - -- - 4 7 6 S A N S O M E 1/2 CHANNELS S u I T E 5 1 0 -0" O.C. MAX. -- S A N F R A N C I S C O -� - " C A L I F 0 R N I A 9 4 1 1 1 -- — ` T L 4 1 5 9 8 4 0 5 0 0 M ; � --- -- F X 4 1 5 9 8 4 0 5 0 4 CHERRY HARDWOOD SOFFIT TRIM 1 DRYWALL SOFFIT BY OTHERS --- -----------� " O.C. AX SPACING 5/8 GYP. BD. J 24 _- _--_-- NOrE5: (l,, 1. AREA OF CEILING SUPPORTED NOT TO EXCEED 144 SO. FT. Q 2. MAXIMUM BRACE SPACING NOT TO EXCEED 12'-6'. 3. FIRST BRACING POINT WITHIN 4'-U" OF EACH WALL. LLJH 4. BRACE POINT ON MAIN RUNNER NOT TO EXCEED ..._ 2" DISTANCE FROM CROSS RUNNER. M >" 61 SOFFIT SECTION 7 GYPSUM BOARD HEADER SUSPENDED CElLlNG PLAN < N SCALE: 3" = 1' -0' F1502-04 SCALE: 3' = 1'-0" A9204-04 SCALE: 3" = 1'-0" A9201_04 M1 0 x 1 0 CC TYPICAL 12 GA. HANGERANGLE CLIP-- PItINED U V-2 1 " WIRE SET IN CONC. SLAB TO CEILING STRUCTURE • UNDERSIDE OF STRUCTURE ABOVE COMPRESSION AND BOLTED TO V J STRUT PER S.F. GEN. VERTICAL COMPRESSION 11.. cc APPROVAL 301 R 28-2jr BRACE (� < MARBLE TOP WITH l BRACE AS REQ'D UNDERSIDE W < BULLNOSE TRIM OF DECK 0 4'-0" O.C. COMPRESSION STRUT Z CL TWO 12 GA. SPLAY WIRES MFR: DONN AT 49 PARALLEL SEE CEILING BRACIN; x-T - CONTINUOUS METAL TO CROSS TEES DETAIL FOR SPACING TOP RUNNER REQUIREMENTS mr co I ` ebb TWO 12 GA. SPLAY WIRES 1 `"-+-- AT 45' PARALLEL f ! TO MAIN TEES 11a HARDWOOD TRIM , I o r I \-- -- LINER PLAM CABINET I �- T SCHEDULED CEILING \ i E -� I r I + ` I WAIL ANGLE - 5/8" GYP. BOARD EACH of PER SCHEDULED SIDE ON METAL STUDS LOCKING CROSS TEES - 1 "'. I AT 16' O.C. AT 4'-0' O.C. TYP. - ?' r, " CEILING / �'` o TYP. HANGER oyD A.�C WIRES AT i 2-1/2 DIA. STEEL IUBE �� 4'-0" O.C. � BASE AUSTIN �?' V LESTER B. TOM (� + BLACK ENAMEL FINISH CONTINUOUS METAL ' 8668 BOLTED TO FLOOR BOTTOM RUNNER MAIN TEES AT 4'-0" O.C. � SAN FRANCISCO,CA N z GONDUiLSCHMLE O W p UP TO 4' L' ONO: 3/4" DIA. CONDUIT 0 `c < 4' TO 5' LONG 1 DIA. CONDUIT -- �F O� Y 5'-8' LONG: 1 1 4 DIA. CONDUIT 8' TO 12' LONG: 2" DIA. CONDUIT ..� W. DATE M" DINNING LEDGE SECTION DROPPED HEADER COMPRESSION STRUT - 75 X98 PERMIT - -- SCALE: 1 1 = 1'-0" F130908 SCALE: Y = 1'-0' A9205-04 SCALE: 3" = 1'-0" A9202_04 ab �A.F,F. 'c 5-1 DRAWMO TITLIE SUSPENDED I a + + CEILING PER 6/A-6.0 + m - VERIFY W _ -- 4'-0# 126-0" MANUFACTURERL - # 1/8" F.R.P. W/ CLIPS - - --- — DETAILS IN VERTICAL A TILE RUNNERS \ �------ - 4" INSULATED SHEET c� i - METAL EQUIPMENT c� WALL _ _---- - ---- - semi - AS NOTED _- -- -_- EQUIPMENT B 0 X NOTES: P'ROMCT NO. 6042 1. TIE ADJACENT WALLS TO CEILING MAIN AND CROSS RUNNER. c�,�p �, 6042A92-DWG2. INSTALL CEILING GRID USING NO. 12 GA. SPLAY WIRE HANGERS AT 45, 90 DEGREES TO EACH OTHER (4 WIRES) BEGINNING 4'-0" DRAWMO NO. FROM STARTING POINT OF GRID AND TILE LAYOUT AND IN BOTIH DIRECTIONS AT 12'--0" THEREAFTER. 1 _ A992 CLOSURE AT COLD BOXES SEISMIC BRACING 3 Pacific Hwy, 15660 Ste,A-4 SCALE: 1 2_" = 1' 0" 02U6 04 SCALE: 3" ' '-0" A920304 BUP 96.0458,MEC 96-0272 �..�. E / _ ��- iI 18 of 33 I If Ibis nolice appcnr.s clearer Eli:u1 IIIv docnnrcnl, Ills docunrcul is of marmin;rlc ci �lu;►':,1'. a'm ml �1.��>��►124X U1�I��Ilil�lll{I►I�I�I,il�f► I i�l�!I�f��I�i l �I��IIi ;��{II I ii!�I�I�I�III I I�I �i�i�t�1�� I ��i��(I,��i�11 t ��1��►�� j��I�iji�� i111I11!Illliilrili 111r�iIrl�IllifilliH� i! itii*�INIi(I�Ilifllilillilil Illl�f' I+IIIIIfIIIl�fllftll�nlllllff�lllllfllfllfllllffl►nlllunlllllllllllnnlnll�uulflifllllllnlllflfl�Ifir III1hIli IIIrIIfllll�illlr, h�i�ttll It+lfr�irtiir ,i;l�if fir►Ilrlf► i I i I f I 1 I i i 1 I t L E S T E R B. II 1 i T O M � i " I I DK23 COBALT BLUE i 10" LETTERS - DK317 WHITE TYP. I I I A RCH i 1 _ ECT . x + }- 4 7 6 `'A N M all 1.4 I � I E 5 I I S U 0 S A N F R A N C I S C O It + CAL I F O R N I A 9 4 T L 4 1 5 - 9 8 4 - 0 5 0 0 _--. I F X 4 1 5 - 9 8 4 - 0 5 0 4 7" LETTERS - DK317 WHITE 16 -10" 0 TILE SIGN: B �j lilt WW. 1 f Q EXTERIOR TILE SIGN Q N SCALE: 3/4- - 1'-0- , _ 1 c, A1101_16 A1101B16 a Q) cc I O i rr �� V E cr 1'-0' TYPICAL Q ... �-- --- -- ---- DK07 CINNAMON RANGE 2X1, t X 1, DIAGONAL Z CL 1'-(Y' S" - DK23 COBALT BLUE / 10" LETTERS - DK317 WHITE ,, DK311 EBONY 2X1, 1X1 ' - CD us IN CID x T - --__ __ -_ DK311 EBONY 2X 1, 1 X 1 v) 14 ; �� ,'... } - � DK 12 DARK GREEN 1 X 1 0 t t ;r r r z Ilaf, t - DK02 LIGHT GREEN t X 1 .... - - _ ALT 1X DIAGONALS eo D �C DK23 COBALT 1 1 fDK07 CINNAMON RANGE 2X1, 1 X1, DIAGONAL �fll, 1--- -- _...._ _.._�... _�_..f..__� LESTER B. TOM � 3668 A SAN FRMCI SCO,CA " OF OOGO W. DATi NAIM INTERIOR 'FILE SIGN254" iILE SIGN BAND P STERN Y907 AUL 96 PERMIT SCALE: 3 - -Cr'-0" � � " � " 3 A1101_16 SCALE: 3 = 1 -0 A1105_04 / ---- OK 12 DARK GREEN 1 X 1 --- VARIES - - _- -- DK02 LIGHT GREEN 1 X 1 _ --- - -�- DK23 COBALT 1 x' , DIAGONALS ---- - -- DK07 CINNAMON RANGE 2X1, 1X1, DIAGONAL DK311 EBONY 2X i, 1 X 1 -_ T** - - F DK311 EBONY 2X1, t X 1 DRAWM T� GENERAL NOTE: 1 PATTERNS AND HATCHING ARF USED TO GRAPHICALLY REr'RESENT COLOR r CHANCE BETWEEN ADJACENT TILES, GRAPHIC REPRESENTATION (PATTERN OR - ' HATCHING) OF SPECIFIC TILE COLORS MAY VARY WITHIN EACH DETAIL, OR I ---- DK02 LIGHT GREEN 1X1 _I TILE DETAILS I ) BETWEEN SEPARATE DETAILS. A SINGLE PATTERN OR HATCHING MAY - - DK23 COBALT 1X1, DIAGONALS I l REPRESENT MORE THAN ONE TILE COLOR WITHIN A GIVEN DETAIL. THE: _ CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND BECOMING FAMILIAR _ _ ----- -- DK23 COBALT 1xt, DIAGONALS WITH EACH TILE PATTEREN. ' SCALE � ^5 NOTED DK 12 DARK GREEN 1 X 1 - DK317 WHITE PROJECT NO. _ 6042 \ DK23 COP,ALT 1 X 1, DIAGONALS CADD MA MAIM 6042A101.DWG �---- - --- -- - - - DKU 1 CINNAMON RANGE 2X 1, 1 X 1, DIAGONAL \ DRAWM NO. t 1 X 6 1/4 ROUND BLACK A1081 Pacific Hwy, 15660 Ste, A-4 TILE SIGN BORDERS (PATTERN #Uloi ) (MALL BAND ACCENT TILE vE!AIL PATTERN la 161 " 13UP 96.0458. MEG 96-0272 SCALE 3 — A1103-04 SCALE: 3 1 '—0 A1104_04 i 9 of 33 1 If this 11olicc appear:: cic;ircr Ihall the document, the documew is of marl;inal qua'.t�,. I iIIIII{IJillJIJIJI IJI11111IJI1I I IlI�III� IJ1�1 I I�IIIII �III�� ; III�III�I�IlI I I�I�I�i�►!I!I ►IIl►lI�►L!II� �. +��JI� 4 {�ll�►�Ii�ll INCH 'MADEA , _ _... ; 'II►IIIIIIIIIIIIiIII IIIIIIillhili{ilii i1� filliilllilflhl�i�lf11 i!IIII110 IIIII!IIIIlIIIIIIIIIIIIlIIl1111IIIIIIlIIIIlIIIIIIIIIIIIlIIIIIIIIIIIIIIIIIIIIIII!IIIIIIlII!lIIIIIIIIIIIIIIIIIIIIIIIIIIII UIIlllil lllllllltllllflllti Ali�1i111111Illiiltl�f�iifit � � ti,linll 1 L -E- S.T E-R S. ( I I I i T 0 M I L I I ARCHITECT DK12A DARK GREEN -- DK311 EBONY -- )K317 WHITE 4 7 5 S A N S 0 M E S U + T E 5 1 0 i S A N F R A N C I S C O FIELD PATTERN: W253 C A L I F 0 R N I A 9 4 1 1 1 TL 4 1 5 9 ,94 - 0500 F X 4 1 5 9 8 4 0 5 0 4 i W a ' �- Im00, 0 0 � >" N limb IF'INISH PATTERN w 1 SCALE: N.T.S. 0 Owe a: cr. WJoe , z0 as pa 00 or � � � cl) Go 0 00 Q) ,.,. r i z WELCOME MAT PATTERN 376 BRASS TRIM STRIP - DK317 LETTERS -BACKGROUNG: DK23 COBALT VyD & �f� LESTER B.TOM ! 368 1 NOTE: WHEN "WELCOME TO NOAH'S " SIGN DOES NOT ALIGN WITH TYPICAL TILE DIRECTION • t CUT BLUE BACKGROUND TILE TO STRAIGHT EDGE, PROVIDE BRASS TRIM STRIP BETWEEN SAN FRANCISCO,CA "",—TILE CONTRACTOR MUST TRIM EXCESS TILE TO CREATE FINISH PATTERN BLUE BACK BROUND TILE AND TYPICAL FIELD TILE. TILE CONTRACTOR MUST TRIM EXCESS FILED TILE TO ACCOMODATE WELCOME MAT. WELCOME ME MAT MUST BE INSTALLED FIRST -i OFC��C' BEFORE STARTING FIELD PATTERN. -A, NO. DA?V MM 23 J':4 96 Paw r FLOOR TILE PATTERN SHEETS (PATTERN NO.W253) 2 SCALE: N.T.$ HEXAGONAL TILE WELCOME MAT (PATTERN NO.M376) SCALE: N.T.S. 3 . , l _ GENERAL NOTE: OMWM MILE PATTERNS AND HATCHING ARE USED TO GRAPHICALLY REPRESENT COLOR CHANGE BETWEEN ADJACENT TILES. GRAPHIC; REPRESENTATION (PATTERN OR HATCHING) OF SPECIFIC TILE COLORS MAY VARY WITHIN EACH DE rAII., OR BFT'AfEEN SEPARATE DETAILS, A SINGLE PATTERN OR HATCHING TILE LAYOUT REPRESENT MORE THAN ONE TILE COLOR WITHIN A GIVEN DETAIL. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND BECOMING FAMILIAR WITH EACH TILE PATTEREN. SCALE _ — AS NOTED PROJECT NO. i — 6042 CARD FU NAW 6042A102 DWG Dmv" NO. i I i A10m2 Pacific Hwy, 15660 Ste.A-1, BUP 96.0456, MEC 96-0272 20 of 33 1 If this nolice appears cic;u•cr Ihau file document, the document is of marginal 1 I �1jlI�i I1i1 .1j ��1�1{1�jllt. � 1�!� 1 I�IIIII�IIIIIII 1IIIli1111111 i Ii!ill11III1I I 41III I Jill I 1;1-- 1 1--------i111111111111&111Jill�IIIJI 1 III�IIIi�I .wII l:# N_ 1��Iilll 'I'iIIIIIIIIIItiIIHi IIIIIINI iiillfiil iii.r� N�i IIl�illl I!IIIII!IIIIIII!IIIIIIIIIIIIIIIIIIIIIIIIIIIfI111111111IIiIIIIIIIIIIIiIIIIIIIIIihIiI�IIIIIIIIIIIIIIIIiIIIIII Irllllitll Iiillllll IIIIIII!li!IIiIIIN f111�111! 111i�!1H fl� -~y - '�mli��l r LES'TER 81 1 CE: CUSTOMER / SERVICE EQUIPMENT KC: KITCHEN EQUIPMENT PF: PREFABRICATED EQUIPMENT PM: PLUMBING SH: SHELF, SE: SECURITY / OFFICE EQUIPMENT i T 0 M EQUIPMENT LIST EQUIPMENT LIST NOAH'S NOAH'S PLACE SUPPLIER INSTALLER DIMENSIONS NOAH'S NOAH'S PLACE SUPPLIER INSTALLER f EQUIP. NAME EQUIP. SYMBOL Ip # EQUIP. NAME Qn' ORDER MFR. / MODEL NUMBER W A, 0 x H EQUIP. NAME EQUIP. SYMBOL ID N EQUIP. NAME QTY. ORDER MFR. / MODEL NUMBER SPECIFICATION ItRCH I TELT ' BAGEL. DISPLAY CASE CE1 1 NOAH'S VENDOR G.C. SPARTAN CUSTOM 8i"Y22"X50 1 2" WALK-IN FREEZER PF1 1 C L. VENDOR VENDOR COLD STORAGE SEE DRAW�NG5 _- �� 261 / �_..-_.� PICKING RACKS CEZ 262 3 NOAH'S VENDOR NOAH'S BAYKON 28 1/2"X18"X70" WALK--IN RETARDER PF2 - 1 Cr.C. VENDOR VENDOR COLD STORAGE SEE DRA,WMNGS S U T E 5 I u - ._ _ _.— --- — - - ----- -- --- --- - —----- _...._. --- - -- -- - — --- -- - —---__--------- _ - -— -- --- --- - - - - A N F H A N C I S C 0 CASH REGISTER 3 NOAH'S VENDOR G.C. 4695 P.O.S. 13"X18 3/4"X5 1/8" WALK-IN REFRIGERATOR PF3 - 1 G.C. VENDOR VENDOR COLD STORAGE SEE DRAWINGS C A. L I F 0 R N I A 9 4 1 1 I T L 4 I S - 9 8 4 - 0 5 0 0 DELI CASE CE4 86 1 NOAH'S VENDOR G,Co. CRIOSBANC 6'-6"x4'-0"x4'-2" HANDSINK 1 NM11 - 1 G.C. G.C. G.C. - SEE PLUMBING F X 4 1 5 - 98 4 0 5 0 4 SELF SERMCE DIU CASE CE 5 88 1 NOAH'S VENDOR G,C. NAX 4'-1 3/i6"x4'-O"x2'-8" JANITOR'S SINK E:P:ML J - 1 G.C. G.C. G.C. - SEE PLUMBING Co SANDiMCH PREP CE6 - 1 NOAH'S VENDOR G.C. BEVERAGE-AIR PT119 119"X35"X42" FLOOR SINK L PM3 - 6 G.C. G.C. G.C. - SEE PLUMBING mi DRINKS CASE V CE71 82 1 NOAH'S VENDOR G.C. BEVERAGE-AIR MT45 52"x32"x78" WATER HEATER PM4 - 1 G.C. G.C. G.0 - SEE MECHANICAL W � MICROWAVE FCE87 - 1 NOAHS VENDOR G.C. AMANA RC22 19 1/4"X20"X18" TRENCH DRAIN PM5 - 1 G C. G.C. G.0 - SEE MECHANICAL W BAGEL TOASTER CE9 259 2 NOAH'S VENDOR G.C. HOLMAN B910 14"X21 1/4"X15 1/2- WATER SOFTNER PM6 - 1 G.0 NOAH G.C. - SEE MECHANICAL Im n + DELI CASE SCALE Ct10) - 1 NOAH'S VENDOR G.C. - - WATER FILTER PM7 _ 1 G,C VENDOR G.C. - SEE MECHANICAL ------_ ---- ----- -. _ ---- - __ — -- - - - - _- _ -- - - -- --- ------ _. . _- - ____--- --- - -- y 04 FF BREWER CE11 1 NOAH'S VENDOR G.C. FETCO CBS-52MG 21"X21"X35" CO? TANK PM8 - - 2 NOAH'S VENDOR G.C. PROFITMASTER 10" ROUND cr COFFEE B EWE [- J 232 � � CE12 233 1 NOAH'S VENDOR G.C. GRINDMASTER 250A - SE1 1 G. VENDCIR G.C. AMERICAN SECURITY 19 3/ 0 0 COFFEE GRINDER SAFE 4"X24 3/4"X22" o PRODUCTS - 6WB2025FL �.• _ NEON SIGN CE13J 2 NOAH'S VENDOR VENDOR NEON NEON 26 1/2"X4 3/4"X22 3/4" FILE CABINET E SE2 -. 1 G.0 VENDOR G.C. - LED I CEI° - 1 NOAH'S VENDOR G.C. TURN -O-MATIC TliRN -O-MATIC DESK TOP SE3 _ 1 G.0 NOAH G.C. - - 1 i C� CD i WI I BAGEL SLICER CE15 J - 1 NOAH'S VENDOR G.C. OLIVER MOD#702 13 X30 X21 COMPUTER SE4 _ 1 G.0 NOAH G.C. - - DRINKS DISPENSER CE16 - 1 NOAH'S VENDOR C.C. CRATHCO 20"x15"x24" FAX MACHINE L 5E5 1 215 1 G.0 VENDOR G.C. SHARP SHARP ------- _ - - -- ---- - --- - ------ - -_ - - - --- ---- -- -- _-- - - _- - -- --- - ---- ------ -- -------- --- - -- --- - --- --- - - _ -- --. --- -- _- - ----------- ------- - - co i REMCOR -- OB15OS-BC i SODA FOUNTAIN CE17 _ 1 NOAH'S VENDOR G.C. 22"X29 3/4"X36 1/4- STEREO SYSTEM C-E6] _ �1 G.0 VENDOR G.C. �� 6 VALVE / / I TEA BREWER CE18 - 1 NOAH'S VENDOR G.C. BONN-TUSQ 10 1/4"X21"X38 3/4" .IDEO MONITOR SE7 247 1 G.0 VENGOR G.C. N KE1 - i NOAH'S VENDOR G.C. REVENT 620 97 1 4"X67"X86 3/4" VIDEO CAMERA SE8 248 1 G-C VENDOR G.C. TC552A-4 TC552A-4 PROOF BOXKE2 - 1 NOAH'S VENDOR G.C. REED OVEN CO. 81"X44"X93 112" Wf.0 CAMERA WALL MOUNT 249 1 G.0 NOAH G.C. v ApC PROOF BOX GRAPH -KE3 - 1 G.C. VENDOR VENDOR REED OVEN CO. - C10�/1RNRq 1t/CJ L SE10 250 1 G C NOAH G.C. DS7090 DS7U90 0 DESIGNER'S S CHOICE t� LESTER B.TOM 3 COMPARTMENT SINK KE4 234 1 NOAH'S VENDOR G.C. 93"X30"X44" CONTROL PANEL SE11 252 1 G.0 NOAH G.C. 1045T 1045T IqC 3668 r-'► ! STAINLESS S.S. PREP TAEcLE KE5 260 1 NOAH'S VENDOR G.C. TABCO #KAG--306 84"X30"X34" CONTACTS SE12 251 1 ( G,C VENDOR G.C. HUB25A HUB25A SAN FRANCISCO,CA j PREP TABLE SCALE KE6 - 1 NOAH'S VENDOR G.C. - 13"X13 1/2"X5 1/2" HOLD-UPS E13 253 1 G.0 VENDOR G.C. - \ OFO��O 2 NOAH'S VENDOR G.C. RUBBERMAID RUBBERMAID KEY PAD SE14 TRASH CONTAINER KE7 _ C�� 254 - - 1 G.0 VENDOR G.C. NO. oAT� � 25 JUL 96 PEPwWT RECYCLING CONTAINER KEBC - 2 NOAH'S VENDOR G.C. RUBBERMAID RUBBERMAID SIREN & DRIVER l SE1 255 1 G.0 VENDOR G.C. - - S.S. CORNER GUARDS E9 ' 238 - NOAH'S VENDOR G.C. CUSTOM CUSTOM K Pil(W FOR SIMTY�r U ESE161 256 1 G.0 VENDOR G.C. - - -' S.S. BUMPER GUARD KE10 23g __ NOAH'S VENDOR C.C. CUSTOM Cl1STOM WIRELESS HqD-UP TX �c RX SE17 257 1 G,C NOAH G.C. - - T1MF. CLOCK FKE11 235 1 NOAH'S VENDOR G.C. SIMPLEX 1201-9008 10 9/16"X7 1/2"X13 3/4" 40x45' PIR MD �_ SE18 246 1 G.0 NOAH G.C. TIMF_CARD HOLDER KE12 236 1 NOAH'S VENDOR G.C. SIMPLEX 1900-9301 - DOOR BELL SE19] _ 1 G.0 G.C. G.C. -- -_ - ---- ` TIMECARDS KE13 241 1 NOAH'S VENDOR G.C. SIMPLEX - ELECTRONIC KEY SERVICE SE20� 1 G.0 VENDOR G.C. - - —..___ COAT HOOK RACK KE14 1 NOAH'S VENDOR G.C. -- - STEREO CNTRL. DEVICE SE21 - - _� 246 1 G. NOAH G.C. DRAw111418 TME ROLLING CART CKE15J - 1 NOAH'S VENDOR G.C. - 48"X30" W/ 6" CASTERS TRANSPORT RACK KE16 - 30 NOAH'S VENDOR G.C. - 20 3 8"X26"X68 7 8" W.RE SHELVING SH1 - - G.0 VENDOR G.C. METRO WIRE 2-36" 7-48" ll n w " __._.i 1�-7 4 �� / / 2-FO 2X2 EOUIPMENT UNDERCNTR. TRASHKE 17 _ 5 NOAH'S VENDOR G.C. RUBBERMAID- "SLIM JIM" - SOLID SHELVING SH2 _ - G.0 VENDOR G.C. - - SCHEDULE BI_ILLE NN BOARD [ KE18 j 1 NOAH'S VENDOR G.C. - 72"X1/2"X48" STAINLESS STEEL SHELVING �HLl 83 - G.0 VENDOR G.C. - - BAG 1N BOX RACK Y,E19� _ - PROFI TMASTER 1 NOAH'S VENDOR G.C. BIB 2 PLUS SYSTEM 28"X16"X39 112- BAG NONE KE20 1 NOAH'S VENDOR G.C. HOSHIZ_AKI KM-500MAE ► PROJECT fro. s042 22"X31 1/2."X76" CAM FU NAAS -----6042EQ If DWG �:c MAKER W/ 8-300 BIN �� NO - KE21 __ -_ - _ KE22 _ _ Y _ _ EQ101 Pacific Hwy, 15660 Sto A-4 BUP 96-0458, MFC 96-027? 21 of 33 1 ( II' Ihis notice appears clearer 111;111 the document, the document is of marginal yna':,y. {l{111111{1 . 1 },� ilil 1 ,�t(({I�i�i{ISI 1�1{{�I�I{I{iii{1{I{iil{�(1 rl{i{I{i �l ;i�! ! I �l�I�I �I{!{� i{� {�{�{�{�{�I. 1{�{�{I�I �{�f r{1 l 1 � 11 11I��{►I� IMCif MADE a1 a" -rA. 24X r IIIII!I!!!IIIIIII ILII{fill ffflfltl 11 f11 (f #�t�ll tlll1lll► IIIIIIII!IIIII{Ilillllll�llll!III!II!!I!IIII�IIlIIIIII�!III�!III�IIIIIIIIIIIII!illlIII!!!!III!i11!Illi!►III!!!I!il!�!II! ILII{ILII IIIIIIIiI!Ifllltttl 111/1111 Ii11I1Hitiil ~-� III{111111 _ MECHANICAL EOUIPMENT SCHEDULE AIR DiSTRIBUTiON SCHEDULE _ LEGEND MARK SPECIFICATIONS MARK SPECIFICATIONS MARK TITUS _ SPECIFICATION SYMBc�1 ABBR. DESc;RiPTlON ROOFTOP EXHAUST VAN LOCATION: ROOF ROOFTOP PACKAGE AC UNIT, GAS-ELECTRIC LOCATION: RCx1F- MODULAR CARE CEILING SUPPLY DIFFUSER, BORDER TYPE .3, SUPPLY Alk DUCT UP MFR. GREENHECK MODEL NO. : CUBe 140 SERVICE OVEN EXHAUST MFR. : CARRIER MODE NO. : 48TJD006 SERVICE SALES ( 1) Mai MO X 14" NECK SIZE, 24"x24" MODULE. CAPACITY: 800 CFM 0 0.5' S.P. NOMINAL TONS: 5 SEER EER: 10.0/8.5 OA.; 500 CFM O rr AFU 80X EXHAUST AIR DUCT UP ELECTRICAL 120v/1F'H/60HZ, 1/3 HP FAN MOTOR CAPACITY: 2000 CFM O 1-Cr' S.P., 52.6 MBH SENS/53.1 MBH TOTAL COOLING CAPACITY 0 95-F AMB, RETURN AIR DUCT UP ACCESSORIES DRAIN CONNECTION, MFR. ROOF CURB, BACKDRAFT DAMPER 80' FDR/62' F WB EAT, 72 MBH INPUT/59 METH OUTPUT HEATING CAPACiTI. UPBLAST CONFIGURATION, INTERLOCK WITH MAKEUP AIR UNIT ELECTRICAL : o08V/3PH/60HZ, 25 TOTAL FLA, 29.4 MCA, 35 MOCP, 17.3 RIA COMPR. 50F EGG�CRATE RETURN GRILLE, LAY-IN TYPE, BORDER TYPE 3, RETURN/EXHAUST/SUPPLY DUCT AND OVEN OPERATION. O�C 1/2 X i/� X 1/2 GRID, 14 X 24 MODULE SIZE. EFACCESSORIES : INTEG. ECONOMIZER, ELECTRONIC PROGRAMMABLE PSTAT, MFR. ROOF CURB, MVD MANUAL VOLUME: DAMPER OR REMO7 1 OP 6p LBS DIFF. ENTHALPY CONTRUL, STD. FAN MOTOR. WHERE APPLICABLE) OP. V".?.. 650 LEIS MFR, THERMAVUSER, THERMALLY POWERED VAV [DIFFUSER, CD CEILING SUPPLY DIFFUSER 4 r 5 N �J) ACUTHLR 6" NECK SIZE. 12" X 12" MODULE, LAY-IN TYPE, Injz s U i E 5 d ._.,NOTE: THIS UNIT WILL BE FURNISHED do INSTALLED BY LANDLORDTN--CW CER CEILING EXHAUST REGISTER ; - _.. SAN F R A K C S C O z C'RR CEILING RETURN REGISTER t --�-- C A L I P 0H N I A 9 4 1 1 1 " RCbFTOP PACKAGE AC UNIT, GAS- ELECTRIC LOCATION: ROOF BAR 11" x 11" PERFORAIE;D FACE RETURN AIR GRILLE, LAY-IN, ---- ACOUSTICALLY INSULATED DUCT f ... I 5y s s 0 5 o c MFR. CARRIER MODEL NO. : 48TJO05501QE SERVICE BACKROOM BORDER TYPE 3, BLACK INTERIOR. ` RIUMUMFLEXIBLE DUCT (4'-0" MAX.. LION) 4 l 5 9 8 4 0 5 0 4 CEIUNC EXHAUST FAN C f„ LOCATION. FILING NOMINAL TONS: 4 O.A. 400 � MFR: GREENHECK MODEL: SP- 1 17 SERVICE: TOILETS CAPACITY 1600 CFM O t.fr' S.P., 526 MBT'STAT THERMOSTAT H SENS/ 53.1 MBH TOT. COOLING CAPACITY O 95' DB AMB , S` CAPACITY: 120 CFM 00.25" E.S.P. 8C F Da,/62' F WB EAT, '72 MBH IN/59.2 MFJH OUTPUT HEATING cAPACIT'Y MODULAR CORE CEILING SUPPLY DIFFUSER, BORDER TYPE 6, (29 ELECTRICAL: 120 V/ 1PH / 60 HZ, 75 WATTS, 1 .0 AMPS EI.ECTRICAL : 208V/3PH/60NZ, 25 AMPS MCD la" X 14" NECK SIZE, 20"-K20" MODULE_. SD t SMOKE DETECTOR ACCESSORIES: E3ACKDRAFT EF DAMPER, BOTTOM MNT'D GRILLE, HANGER AC F1 ONE HOUR FIRE DAMPER , ACCESSORIES ELECTRONIC PROGRAMMABLE T'STAT, ECONOMIZER,KIT WITH VIBR. ISOL., PROVIDE MODEL GTD SWITCH. 2 DIFF. ENTHALPY CONTROL, MFH. ROOF CURB. F[3�3 THREE HOUR FIRE DAMPER OP. WT.: t 5 LBS (EXISTING) OP. WT.: 630 LAS _ fGGCRAIE RETURN GRILLE, LAY-ill TYPE, BORDER TYPE 1, FS NOTE: CONTRACTOR SHALL INSPECT do PERFORM NECESSARY REPAIR & MAINTENANCE -J 5UF 1/2- X 1/2- X 112" GkID, 24" X 24" MODULE SIZE. L� COMBINATION FIRE/SMOKE DAMPER � ON THIS UNIT. REPORT DISCREPANCIES TO NOAH'S BAGELS. _ ____ OUTSIDE INTAKE/ECONOMIZER REMARKS: - --"-- #25 STANDARD WHITE FINISH, TYPICAL. """ `-"� POC POINT OF CONNECTION GAS-FIRED DUCT FURNACE LOCATION: ROOF PERFORATED FACE DIFFUSERS TO HAVE COMPLETELY BLACK INTERIOR B G BELOW GLADE Q MAKEUP AIR UNIT PROVIDE ALL DIFFUSERS WiTH OPPOSED BLADE DAMPERS LOCATION: ROOF MFR. : REZNOR MODEL NO. : CRG-75 SERVICE MAU-1 MFR. ARCTIC CIRCLE MODEL N0. THERMAL EFF,: 80% VTR VENT THRU ROOF- W ES/ED330 SERVICE KITCHEN MAKEUP AIR r CAPACITY: 740 CFM O 0.5" S.P. CAPACITY: 75 KBiUH GAS INPUT/60 BTUH HEATING CAPACITY. (E) EXISTINGIM -- ELECTRICAL . 120 V/1 PH/60 HZ, 1/3 HP, 8.4 FLA ELECTRICAL_ . 120 V/1 PH/60 HZ, 0.2 FLA _ NOTES :)A y SSORIES S'1 EVAPORATIVE COOLER SECTION, FILTERS. pF ACCESSORIES TWO STAGE GAS- VALVE, TWO- <�GE THERMOSTAT, MANUAL.-GAS SHUTOFF--VALVE, (N) NEW OP. WT.: 180 LESS 1 AIRFLOW SWITCH, MOUNTING SLEE°ERS. INTERLOCK W/ MAKEUP AIR OPERATION. , INSTALL ALL DUCTWORK AND PIPING TO BEST SUIT FIELD CONDITIONS LION UNLESS OTHERWISE NOTED Au (V 1 r.'�aTE: ELECTRICAL SHALL PROVIDE SEPARATE i 20V CIRCUIT FOR CIRCULATION CIF'. WT.: 1601 LBS PUMP. INTERLOCK WITH EF -' AND COORDINATE WiTH THE INSTALLATION WORK OF OTHER TRADES -rHE Q N DRAWINGS ARE DIAGRAMMATIC AND SHALL. NOT BE SCALED To DETERMINE h THE EXACT LOCATION OF DUCTS, CA O � THiS CONTRACTOR SHALL. REFER 10 ELECTRICAL CONTRACT DOCUMENTS a: TO OBTAIN THE INFORMATION OF STARTERS, VOLTAGE, PHASE, INTER-- O LOCKING CONTROLS & MISCELLANEOUS EQUIPMENT SUCH AS RELAYS IN STARTERS, ETC., SO THAT ALL MECHANICAL EoUIPMENT SHALL FULLY DRAWING SCHEDULE 9 In COMPLY WITH ELECTRICAL AND CONTROL REQUIREMENTS. cr 3. DUCT SeZES WITH LINING SHOWN ARE NET CLEAR INSIDE DIMENSIONS. V a4 4. ALL SQUARE ELBOW TURNS IN DUCTWORK SHALL HAVE TURNING VANFS. MO.1 MECH. LEGEND, NOTES, SCHEDULES AND SPECIFICATIONS W l 5 ALL DUCTS PASSING THROUGH FIRE SEPARATIONS SHALL HAVE DAMPERS M2.1 FLOOR PLAN -- HVAC WHICH CONFORM WITH NFPA STANDARD • 90 SECI.ON 135 6. ACCESS OPENiNGS FOR DAMPERS SHALL BE INSTALLED IN DUCTWORK M3.1 MECHANICAL DETAILS & CONTROLS (n WHEREVER FIRE DAMPERS OCCUR. M4.1 ENERGY COMPLIANCE FORMS - MECHANICAL. MECHANICAL SPECIFICATIONS r f{LA17N�_ 4,NjjLAnNG ,ANN1.07 AS-BUILT DRAMNIVGS D. Turning Vanes shall comply with SMACNA HVAC Duct Construction Standards 2.06 TEMPERATURE CONTROL SYSTEMSECDON 1599Q -- TESIING. ADJIL112NG AND BALANQU0 1.00 - GENERAL A set of HVAC Prints will be fumished to the Contractor on which he shall indicate the All rectangular duct with mitered elbows shall bp lifted with tuming vanes A. Contractor sholl furnish all necessary control devices (relays, contacts, etc.) and 1.00 - GENERAL 1.01 DESMP TION 4 WORK installation 'as-built" as the work progresses. Upon completion of !hc *,,:- a set or E. Spin-In-Fittings ore not allowed. Use United McGill Bellmouth fitting for round duct taps. shall obtain direction from manufacturer on actual wiring requirements. z reproducible drawings sholl be obtained from Noah's Bae,6s at cost, and all c:huP ,m as noted on F. Support ductwork according to the SMACNA Duct Construction Standards and the drawings. post in the office typewritten instructions on operation of all controls 1.01 DESCRIPTION furnish and install complete and operative HVAC system ut shown on the draarinq and > q pp g B. Contracts shall specified herein. Work shall include, but not be limited to the following: the record set of prints shall be incorporated thereon. This set of reproducibles, kilong The testing and txalancing work will be performed under a separate contract from the HVAC G. Access D ors In Ductwork: �hdl be VenUo-,k Du tmate or approved eq al, stamped work, The work described in this section shall be A. HVAC Units with one set of blueprints, shall be delivered to Nojh's Bogels' upon completion and before final or formed insulated access doors complete with oil hardware and seaion 2.07 SEISMIC RESTRAINTS AND BRACING performer, by on independent test and B. Tadet exhaust fan, acceptance of the project. Ft. Joint Sealing: A. All HVAC equipment, ductwork bolance agency, weciolizing in testing and balancing of HVAC systems and a number of the , piping and wiring conduits shall be installed to meet the AABC or approver equal organization. C. Automatic temperature controls s and 'including a thermostats, 1 The fullowin Mems are to be seared with 'tardcast DT t e and adhesive- lateral bracing re �pplicoble seismic zone. Provide seismic restraints p 9 1.08 GUARANTTE q � � nP . canbd low-voltage interlock wing and other associated devices. 2. Flexible duct of diffusers shall use integral stainless steel draw bund and 9 quirements for the � 1.02 SCOPE OF WORK D. Ductwork and o0 distribution systems. The Contractor shall leave the entire installation in complete working order free from any in accordance with Seismic Hazard Level (SHL) A of the Seismic Restraint Monuai: ENCON. defective mater,cal, workmanshipor finish. He shall uarantee to repair or replace, pressure sensitive tope, Hardcast P-301 or equal. A. HVAC System last and Balance in accordance with procedures established by AABC or 4 E. Hangers and supports for ductwcx4, piping and HVAC equipment g p p I. Brocings, hangers, nuts, etc. shall be galvanized. guidelines for Mechanical System dated 1891, a9 published by S.M.A.C.N.A. and also in NEBB. without charge, defects due to faulty workmanship roc muterial far a period of one year a accordance with applkx"e local building codes. B. Measurement of Kral operating conditions of HVAC equipment. ENERGY w r,WlStatw>,neaN er a'AwaFr�r F, Flashing of duct and pipe penetrations through exterior openings. from the dote of filing of the Notice of Completion. J. Curved elbdws shall have centerline radius equal to one and c�aie--half ,Imes duct width G. Roof curb and root sleeper supwrts. in prone o turn. B. All rooftop equipment shall have proper anchoring and restraint systems, and be C. Fest and balance ports, (4) copies. 4940 EI Cart>;no R.,ol, Suits 203 H. Duct thermal and Acoustic Insulation. 1.09 OPERATION MANUALS AND OWNER INSTRUCTIONS K. Sq,are elbows shall have turning vanes. Miter elbows (not square) shall have splitter secured to a root curb, equipment pari or other structural member to prevent latrr;,i, D. Ewh piece of air conditioning and hecting equipment and the air distributions systems los Mm. CoWormn, 94022 vaanos 3 inches o.c. vertical or overturning movement without sacrificing any resilient vibration isolation shall be tested anG adjusted to insu,e proper functioning of all control, tel j (415) 9E+-8095 I license, Permits and usscxiated fees A. Provide complete operation and maintenance manuals covering oil mechanical systems and L. Volume dampers shall be constructed to SMACNA Standards and shall be Young Regulator, requirements proper distribution of air, maintenance of temperature, elimination of drafts, fax # (415) W-3754 J. Seismic restraint• and bracing, equipment that have been installed. Three (3) copies of the manual shall be bound in mod,A 4040 for round ducts and series 820 for rectangular ducts noise and vibration, and left in first class operating condition. The air system K Makeup au system. hardback binders. 3.00 INSTALLATION AND EXECUTION shall be readjusted if required for comfort of each room. NO DATE *SUE B. Provide instructions to owner as to operation of. all HVAC equipment. Instruction period The mechanical contractor will make any changes the pulleys, belts, dampers, vanes, t 0),2596 PERMit in 1,01 RELATED WORK INCLUDED UNDER OTHER SEC[ION to commence for minimum of (2) hours and shall be scheduled at owner's convenience. 3.01 ;NSTA{_LATON RFOOIRFMENTS E. baffles and the like required for correct balance in system as recommended by A. Fire Protection, Section 1530(1. 2.03 AIR DEVICES A. Ductwork Tib agency and to the satisfaction of Noah's New York Boos. C. Testing B. Plumbing,tinSec'an 15400. 1.10 CUTTING AND PATCHING Diffu&-xs, Grilles and Registers: Titus, Kruegr_r, Metal•Aire, or Acutherm Thermofuser where shown. 1. Duct tranches sholl be fitted with volume or Splitter damper and where required, 1.03 SUBMITTALS and Bala Ging Sectia�, 15990. A. The ccntrocto� shall do all cutting, drilling and patching which may be required for Famished and instilled by Mechanical Contra tar. Provide volume dumpers and paint interior extraction damper All accessible volume controls shall have locking quauronts. All ---------- --- ------- ----- ------ the installation of the work under this Section of the A. The test and balance report shall include, as a minimum, toot not be limited to. U. Line Voltage and Power Wiring, Electrical Section 16000. Specifications. flat t>aack Size, `finish, trams types and accessories as shown on the drawings. inaccess4,le controls (dampers, etc.) shall be provided with pear;„-,int extensions to 1. Each equipment shall be identified by equipment service number, manufacturer, model - 1.03 EXAMINATION OF SITE: B. Patching shall be of the some woakmonship, material, and finish and shall match accessible spaces Branch volume controls are in cad�3ition to volume controls at accurately all surrounding construction in a manner satisfactory to Noahs No cutting 2.04 FIRE DAM^f:RS & SMOKE FIRE DAMPERS registers and diffusers. number, and serial number, motor horsepower, motor nameplate voltage, motor RPM, Vie-f site before submitting bid and check locition of all existing conditions which of the Structure shalt be milted without written approvcl of Noah's A. Provide fire darn ers with ace:ess lours instilled where required b all local actual and design static y, actual CFM, design CFM. � p q Y 2. Air inlets, outlets shall be a ed set in qn pressure, actual outlet velocity, q will affect this work, verity dirnesnsians and locations Shown on drawings and cover all pr p y place. Registers and grslies shalt be 2. Each coil shall be identified b equipment service number, manufacturer, ;,�odef nun?t,er ---� --` codes. In general, fire dampers are required where ducts pierce Fire-rated t7 Y _ costs. Goratractax st+a>Il assume reasax►a>ble variations a minor axnissiony and shall complete 2.U0 - PRODUCTS s ,gtrtly sealed. and size number of rows, total CFM air inlet and outlet dr bulb and wet bulb floor ceilings, walls and shaft. Refer to Architectural drawings for locations 3. Transitions in size of ducts shall be mode by uniformly tapering sections having 1 inch temperatures. y 6.T4EI ' proposed work without odditiaid cost. Foiiure to visit site will not IAe>!en 2.J1 DUCTWORK of all Fi►e rated aseernblies. responsibility or entitle additiaiol compensation for work not included in proposal. increase in width for each 7 inches of run unless construction limitations require a mors• 3. Each ok outlet shalt be identified with manufacturer, model number, size, veiocit , -- Sholl be as specified in the following schedules. Materials shall be cle�cady stamped or B. Fire dampers shall be equal to Air Balance Inc., Model No. 11981X, or abrupt transition, ctxrection Tartar, octad CFM, design Cowl. y 1.04 DRAWNC!', marked with grades and gouges. 119(X, or as approved, for rectangular and roi,nd duct4 Dampers shall --- ----�, The accurrrpanyfnq airrJwings •u►di be considered part of these specifications. work and A. Sheet metal rectonqulor ductwork, plenums and casing construction shall oe in meet the requirements for NFPA Bulletin No. 90A, and shall be tested in 4. Diffusers, Gilles and Registers: Each register and diffuser shall be equipped with a 4. Traverse reading of main supply, return and outside air ducts to establish air accordance with UL 555 Test Criteria, fire dampers shall be lobekd and volume damper or air extractor. Paint interior surface of all units flat block. Face and quantities E materials shown m the drawings and not mentioned In the specifications and vice versa strict accordance with the HVAC Duct Construction Standards - Mefo4 rind Flexible and e- shasll he executed as i( ecificdi mex�tloned or shown in both The drawh s shall be the Sheet Metol Construction For Ventiiatir /Air Conditioning Systems, latest edition listed by UL trim of all units shall be finished. Size, finish, frames, accessories, capacity and 5. Test and record temperatures from temperature controllers such as da thermostat �• y 9 9 9 Ys y , DRA WNrIC>t int aY sp y C. If a lw f y comply V_. �y0, pattern as shown on drawings. night thermostat. considered as schematic in nature and mina modifications of the work to tom with the as issued by S1ulACNA and ASITRAE. re e;,.tivel . pp able;, ire dampers shall cam I with UL-5 19 4th edition � structure as found shall be made " " and shall he marked Fax Use in Dyanamic Systems or f a use in 5. Contractor shah provide manual volume dampers at all branch ductwork in 6. Test and record tem El. Sheet metol round: Shall be United �ieact Metol, or approved erT�al spiral Uniseat " peratures from main supply air trunk mixed air during the full with "Uniform' fittings. machine formed. Static Systems as required. supply air, return air and out3ide air systems (whether shown on plans or heating and Lull coding cycle and economizer cycle. t.U`+ RULES AND ftE(AJLA nONti not) where required for air balancing of HVAC systems. C. Materials for ductwo shelf be galvanized steers, of gauges shown in the SMACNA 2,05 INSULATION (Installed per Manufacturer's Recommendations) 7. Test and balance ecofi mnizer. MECH. A. NI work and material shall be in full accordonLe with the iatest nilms and regulations HVAC Duct :onstruction Standards. All ductwork shall be constructed in A. Aeoting and Coolinq Ductwork located in Interior locations: Insulate with Owens--Corninc vi-i LEGEND, of the state Fie Ilaxshoi and Other opplicable State and kcal rubs and requlations accordance with the pressure--velocity classification standards no less than +/- 2" WG END OF SUCTION 2.00 - PRODUCTS (Not Applicable) / Fiberglas n service Duct Wrap Type 150 with factory applied flame retardant Foil Reinforced NOTES SCHEDS , Nothing in these drawim� cx cpeK.ifirations �idl be construed to permit worse not and duct se+ding requirements of Class C (minimum). K;aft Facing (FRK--25 U.I . labeled), M approved egad. Installed thermal resistance shill 3.00 - FXECU110N i conforming to thus Coles D. Flexible ducta!ork shall be pre-insulated low pressure type (rated to 4' W.P.) with be a minimum of 4.5. p SPECIFICATIONS �C^IeC T�O 8. Furnish without any extra chad m »id ge any odditioncateand soba when rewired to vapor barrio,. llrirts shall meet puss 1 requirements of NFPA 90A and shall be labeled by B. Acoustical �ructwork and Plenum and Caning Liner: 3.01 DEF CIENCIES IN SYSTEM &7l E C !- A 1 NS comply with these laws„ ordinances and nodes regardless of whether shown or mentioned U.L. Flexi)Ie ducts shall be Genflex, NIL(s) or approved equal, Flexible 1. Provide interndiy lined ductwork where indicated on di-awinggs. Acoustical duct liner Ba'ancing Controctur shall report in writing to Noah's any disLTepancies on items not in these *ecifications ax t*awings- duct IS allowed only at final connections to air distribution fixture; at lengths of six shall be trolite duct liner, or equal, matte face, 3 Ib. density, 1 thick, wstdled in accordance with contract documents, dl deficiencies in HVAC systern, and feet maximum suitable for Velocities from 1500 to 4000 fpm, in compliance w/ UL723 and UI-181. tLQWu� Df�" other deficiencies. Noah's Bagels' will ►Pirriburse the balancing contractor if additional work 106 SUBMITTALS Secure "nor to durtwcsie with adhesive and mechanical funsteneis per SMACNA .rte• ��h� '� c. t is required for his ha E. Unless shown otherwise, all insulation shall be external to ductwork. Duct liner oppl;cation standard. '�� ♦ t 0,063 4 ora q phase of coria. `,submit for review to Noah's Bagels a complete and dl-inclusive list of equipment and 2. Where Interrial insulation is applied duct and plenum sizes as shown on the drawings SCALE N.T.S. materials proposed fax use (6 copies,% accompanied by manufacturer's data sheets. 2.02 DUCTWORK ACCESSORIES shall be inside dear dimensions. 3.02 WARRANTY The test and balance agency shall include on extended warranty of 90 days, after PROJECT NO. NSM0 00 Dila 4ha11 be forwarded in a single pax:koge within 15 alar after ay •d of c«,tract. A. Damper Operators .3. Fiberglas duct god plenum insulation are to be applied only with monutacturex's + oaEaoM .,, v cam letior� of watt, Submit six hlwrline prints and one reproducrhle shop drawg showing propo-vee ductvaxk approved a>dneslves, mastics and mea'honical fastening devices. A .F 1 p during which time Noah's Bagels, at their discretion, may request g a CNAy�� recheck or reaettin of an outlet, supply CAfaO F> _ .710M0 tOWG . Ducts with external insulation: Vexatlock /637, DuraDyrae, Yawing, or approved equal. �� , g y pply air fan, a exhaust fon as listed In test report. _ squired information to roadinate installation v withof installation. !dcluak sizes, locations and other r 2. Duct- with intgrnal insulation and/or no insulation: Ventlock /635, DuraDyne, Young, or / P T4�\F END OF SECTION ORAtNM NO, with other trades. approved equal. B Flexible �ogections- V��rrnntfabricS "Veotglos", DuroDyne, or approved equal, U.I ppr aoved with metol attochmen . C. Air Extractor: Titus AG-225, Krueger EX--88C, or approved equal OUP/!c f�/_,5 .ME Ste.A.qP2 of LE'Y'PIRATION -A l 1..�.�J 1.�i� g6 - .58,MEC 96-0272 If this mortice appears clearer than file docuinen(, (lie doc•umeot is of m:u final qurlssly. i�i �� ;i�i;i;�;i �{��{int{�� i�•��{-��i��i� i�iii;i�i;!�i;� ��;i;IIiI�I� i ��i� I��l i i;i;�;i�i;�;��t i ;i;i;i �i; i;i i i;,;il��►lili � �;il�E►�►lil�1� �_ �l{d��: � �_!,{l�I�jil�� -� I11101 1 MADE 111 d1i + T C D t -tu- 124X r-- . ' Ii�IIIIIIIII�11I1 IIIiIItIll�tfrf'nt�IN � ►i1�1((f N �'111i1i{1111 nlilnlllllilllllllllllllllllll!I�IIIIIIUI�IIII�IIII�Il11111111ri�llll,!tlll�lillliililnillllltlllll�lnllnllllln iih�Illi utl�iilllllll�llll hll�ilTl iltl�l!141fif1 lfi -{� i� -� � I�Il�,ntf ,�,,vf : RFSTR00!�' AAE".'S �j ROOM (SOD PREP APF _ THE DUCT SIZING IS BASED ON THE FOLLOWING CEILING I HEIGHTS/ASSUMED CLEARANCE UNDER BEAM OR TRUSS. I rl I CONTRACTOR SHALL FIELD VERIFY & MAKES ADJOSTMENTS ( SH ETN TES: I AS REQUIRED. I I SERVICE AREA: 11'-0"/24" CLEAR I ►II I CUSTOMER AREA: 12'- 0"112" CLEAR I 97.3"x15.6" f Ul(_T- IN OVEN UN ERCUT TOILET , 10'0 EXHAUST DUCT UP THRU ROOF TO EF-1 AND �.t. I BACKROOM: 10'-0"/36" CLEAR I HOOD (NON-COMPENSATING, DOORS 1/4" CONNECTION FROM OVEN CANOPY PORT. c+- ' 7 F G T s L _ __ _ _ ._ _ _ _ _ _ _ _ _ __ _ _ _ _. __ _ J I .__....._. .... __ _.._. . ,_.... . ._.__ �..� :.":_: .-. �. w:.:. _ :_ _:. - _ .._'.:_ `.. FOR TRII SE DWG _. _ _ _ __.. __ __ __ TYPE UST UP THRU ti n s .r IA 1 M 4. 4 �: pp _ O , I . . ._. . ._ . .. . - . , B, 8"� COMBUSTION SMOKE EXHAUST I - 2 I ROOF W1 DRAFT INDUCTION FAN,• TJERNLUND; / / 1/4 HP MOTOR. SEE • i • • • � • ,t " • ; - - ---�. ~�._ _... 10�� MODEL 1, 120V 1 PH 60 NZ, a � r• R a fti c 1 ' _ g" _.. ___ • ___._.. _.;. DUCT THRU ROOF L_ _ _. DWG M3.1. DRAFT INDUCTION FAN IS FURNISHED BY c it s.. I F 0 N 14 1 .A 0 4 1 1 1 I 450 16"x16"1 A„ DUCTS -- EQUIP. SUPPLIER AND INSTALLED BY CONTRACTOR. 1 10, " a1g 8D4 0500 - t" -_r_ ` AC-1 I _. _ i - _ \3 RU THE ROOF AND BRANCH TO 4"0 syr __.... __ I_..._. _ ._ .._ _. _ ' 6 0 FLUE UP TN = � 15 s 84 050 ,8 i(�F� E� AREA #}._. I --. i i _ :... , _ _L..' �* 370 c 1 " I EF ; )4-0 DUCT UP OVEN EXHAUS DAMPER AND 6 0 PRESSURE RELIEF DUCT. i • , _ ._.:...... - • • t 0 I ROOF 0 24X C D f I 1 i fi" Io" 8" 495 CAU-1 T 4 CALCULATION FOR COMBUSTION AIR GAS WATER HEATER): I 450 4 � � " ( ) I I 0 I j t 20 I Q (REF UMC 1994, SEC 223 & TABLE 7-1) I M - ___. __ 4 --.-..<D I I " 10 "f` ,% GAS INPUT: 75,000 BTUH I CHECK FOR SPACE IF CONFINED OR UNCONFINED. ,, 1(i ` 370 VOLUME OF SPACE = AREA X CEILING HEIGHTS I O x10 - ! T" STAT __ s _..-:�. n -� O T - (ens so.FT.) x (10 FT) 'Eh AkEA ! �._ . � ...._..� - --. __ .:; " d l 3 "'!'�""• ,�- _ STA - `�- 1 x10 I 1 �0 " ti ,.��, t DF-1 - 8760 CU. FT. --- I �-- 1��.ddddiiii � T U. F U - 0 12 n- BTUH " �• r. .. r: AT .►a'�. AREA a7�o T. 75,o a BTUH cu. d fi. _ ~�. -i 6" X490 12" �� ' ® r��] AC 2 SPACE IS UNCONFINED SINCE VOLUME/GAS INPUT IS _ __. . . .. _ Q ` >0.05 CU. FT./8100 THEREFORE GAS WATER HEATER " } 1 18 " 6" _� e 1 i 4 75 KBTUH GAS t t ► ;;) �, r, i 12 �' t • E �_ i ✓ WATER NEATER WILL NOT REQUIRE COMBUSTION A!R INTAKE. O �( ` _ _. - . _. f- - r � I PRELIMINARY16"x10. _._......_._..__...._ ,...... 24"x10„ I O _ RE 3Q x10 �- _ ; 5 THE LOCATIONS FOR CONDENSER UNITS A , , r - _�.. _ _....._. ILAYOUT, �- :. THE EQUIPMENT SUPPLIER IS RESPONSIBLE FOR � 1 ' ! ! I " ; }' �"- - "�� I INSTALLATION AND DESIGN. COORDINATE WITH EQUIPMENT $ ` SUPPLIER ON FINAL LOCATIONS OF' CONDENSING NIT'. Q rfta N i {:r 10 x10 ' 120 C G U S 60 TOILET EXHAUST & OVEN EXHAUST SHALL BE A 11N. OF 0 = ----0 10' FROM O.A. INTAKES. cr • • • • 16"x16"S h. & I 1 ^ 1 ` VENTING SYSTEMS SHALL BE IAW UMC 1994, SEC 806.6. - '� FLUE VENTS 10' MIN FROM O.A. INTAKES, OR IF WITHIN o 0 16 x14' R.A. D FTS ,. . � .. � ', UP TO 2 10' SHALL TERMINATE MIN. 3' ABOVE INTAKES. LL REMOVE (E) HVAC EQUIPMENT NOT TO BE REUSED INCLUDIN < DUCTWORK THAT PREVIOUSLY SERVED THE SPACE. w F'S TA T AC- 1 OBTAIN STRUCTURAL ENGINEERS APPROVAL ON ROOF Z LOADING BEFORE SETTING UNITS ON ROOF. HVAC - FLOOR PLAN C1�► 1/4"=1' � v 00 co i f 1 I(E) AC UNITI I I (N)2"� STUB OUT FUR NOAH'S SPACE ENCON 2"GAS.DN TO LIVEN BY PLUMBING " ENERGY • CONSERW?'ION ■ COIIP/d1Y . CONTRACTOR. FOR CONTINUATION 8 0 OVEN --Z„ 4W FJ cumin Reol, kite 203 Los Moo, California, 94022 `��.`I:,;I1i; ��;�' 1f I `:',{r F FLUE VENT ter � (415) 961-9085 SEC P- 2 DWG I AC� 1 "0 T fox � (415) 9fi4-3754 � 1 5T �.._ 0 TOILET 18(T LBS ''' 14" ! EXHAUST NO. DATE ISSUE I . AIT, `OF _GAS COCK ' , o� �S cF, cit Hml1 --650 LB) ' ll . AND DIRT I_ IZ EF GAS COCK 2 - - ---- - - ' I AND DIRT LEG �� 1 - - -------_ _- _ 1" ,- I� - h1"1,A1-':_. ' + ;' '' o" I I 4 0 LBS 3/4"CD DN. IN 1/2 1.CWS - __ 1 THE WALL. SPILL -- i 1- 1/•t" 6"0 OVER PRESS E INTO NEAREST 2" FLUE VENT _ � FLUOR SINK.�� o�1GIE'T9rfi7� i CO C 4"0 G .S WATER s� t Abd L HEATER FLUE VENT OF'c I INTAKE I DRA I 2�4T GA$ COCK � 630 LBS AND DIRT LEG � 3/4"G qN THRU ROOF TO KITCHEN REFR. EQUIPMENT HVAC FLOOR PLAN I (E) TO BE CONDENSING UNITS (BY OTriER§) WATER HIEAlEK, BY PLUMBING REUSED CONTRACTOR. FOR CONTINUATION & ROOF PLAN APPROX. 200 LBS EACH. SEE P i2 DWG MAKE-UP CWf S:UP THRU ROOF. BY PLUMB. CONTRACTOR.' PROVIDE DOUBLE CHECK VALVE; r,_,,,,` I kE) AC UNIT! I FOR CON TINOTION SEE. P- 2 DWG. �1��I f E3f33♦ — PgORGOCALIE T NO. NB1110.00 I �. _ _ _ _ U �`p c�lEca GPS cADD � NAS1.owc t rA'T P TPI�� DAAW0A0 NO. . ; JUL 2 g 'IAS MVAC - PARTIAL. ROOF PLA14 �,� M2 , 1 Pacific:Nwy, f 566 Ste.A-4 BLIP 96-0458 MEC 98-(Y2�2 r' 23033 r If this police al)I)ears clearer Than the document, the document is of marginal II� II� ��CNII� MAN�{"`+"��'��{I� 14 �I _� 1�1�I{I�I+I�II� I{IIlII�III{I I I�I�Ij!jlll�l I IIIIIIIiIIi(III ;I�III �IIIII I I�II��I�f��, f {�I�{ij�l!l�i� �iJ � I�{�jll�l� '�III!IIIIIIIIhIII IIHltflll�fllfi!i1 IlIlfi Iflhfl� It�r�l�illllllf IIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIH�IIIIIIIUIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIinIIIIt�uIIInIIIIIIIIIII IIIIIIIIIIIIII{Iflf I11ffInl I1I{ffil f� - I11+{inll! DETAILS AND CONTROL WIRING -� ,r A 1' WIND PROOF FL UE CAP - 0 M ON ROOF (TYP. 2) � MECHANICAL E_QUIPMFNI 1 • ALL WIRING TO CONFORM 70 LOCAL CODES. UPBLAST EXHAUST FAN -- WOOD NAILER EQUIP. BASE 2. POWER WIRING BY ELECTRICAL CONTRACTOR, LOW ROOF 0 t 15'-0" AFF --__-. ! �, MIN (TYI') 3. — -•- LOW VOLTAGE BY MECHANICAL CONTRACTOR. THE FINAL CONNECTION AND SUPERVISION OF ALL CONTROL WIRING AND INTERLOCK WIRING ARCHITECTS NEOPRENE GASKET SHALL ESE RESPONSIBILITY OF MECHANICAL CCNTRACTOR. FLASHING RECEIVER SPRING VIBR. y' 4. fW) FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. " SECURE TO SLEE = 5 A N S 0 M k W/ 1/� WITS -- -- - EVAP. COOLING MAKEUP ~ - PREFABRICATED MFR. 5. FURNISHED AND INSTALLED BY L:_ECTRICAL CONTRACTOR. a U I T E 5 0 ti -- AIR UNIT ROOF CURB 6. :/ FURNISHED BY MECIaANICAL CONTRACTOR INSTALLED BY ELECTRICAL CONTRACTOR. S A N F� k A C S C, G 1 C) Ie 2a GAG _ __ .—�'� 24 GAGE GAL . G.S.M COUNTED. C A L I F U R N I A 9 4 1 1 1 " GALV. `STEEL r ..._.� 7. COORDINATE WITH ELECT PRIOR TO FINALIZING THE B10. i STEEL OVER PRESS. FLASHING - 4 -- MANUAL DRAIN T'BAR CEILING _ E•-- RLLIF�F -- RIGID INSULATION B• THIS DRAWING IS FOR COORDINATION ONLY. THE MECHANICAL T 5 9 8 4 0 5 0 0 VALVE (BY " 8"0 TYPE 8 BASE G.S.M. CONTRACTOR IS FULLY RESPONSIBLE FOR THE COMPLETE TEMPERATURE 4 I 5 9 B 4 0 6 0 4 FLUE VENT FLASHING _ FILL INSIDE OF CURB CONTROL SYSTEM AND SHOULD INCLUDE IN HIS BID ALL NECESSARY W/ BATT ';�SUL CUR ITEMS WHETHER SHOWN HERE OR NG-I. ' NEOPRENE ISOLATION DRAFT IND. FAN CANT STRIPS TION (BY P.C.)��? - / PADS �ppp EEDER 97.3"05.6" BUILT --IN /� 9. REFER TO MANUFAC I',,'RER'S LITERATURE REGARDING ACTUAL t/2' Cw MAKEUP __ --- -- /`__ — __ _ SECOR TO TYPE II CANOPY HO!)D BAROMETRIC REL. DAMPER ROOFING — WIRING REOM'TS MECHANICAL CONTRACTOR TO VERIFY TEMPERATURE STRUCTURE -COMPENSATING\ — LEVELING BLOCK CONTROLS WITH ACTUAL_ MANUFACTURER'S CONTROL DIAGRAMS. ----- - (NON ) DRAFT HOOD/SKIRT �'`, ( ; 10. PROVIDE LOCKING COVER FOR THERMOSTATS FOR ALL SYSTEMS , OVEN DAMPER EXHAUST SERVING ALL AREAS. mi 4"0 CONNECTION 11 . MECHANICAL CONTRACTOR TO PROVIDE DETAILED WIRING DIAGRAM w DN. THRU ROOF - SECURE TO SLEEPERS (24 GA. GALV. STEEL) FOR REVIEW AND COORDINATION WITH ELECTRICAL CONTRACIOR, W/SELF-SEALING W/ 1/2- m BOLTS --- 6 COPIES REQUIRED. qtr ROOF JACK AND DRAFT DIVERTER OVEN " STRUCTURAL 12. FINAL THERMOSTAT LOCATIONS TO BE COORDINATED WITH FURNITURE 0 1 RUBBER COLLAR ROOF FRAMING Q MEMBERS LAYOUT, SHOWN ON SHOP DRAWINGS AND SIGNED OFF BY THE NOAH'S BAGELS SLEEPER (SE ARCH. STRUCT ) 13 DUCT SMOKE DETECTOR TO BF FURNISHED BY C9), INSTALLED BY ®, W AND WIRED BY Q. SIDE VIEW - -- -- CA EVAPORATIVE COOLER/DUCT FURNACE OVEN EXHAUST" S;s-I EM 5 AC UNIT ROOF CURB 3 CONTROL NOTES e9 oe = O UP&AS1 V i.XNAI)ST FAN \ LL- cc +' , i ui �a 0 Z ' I NO EXPOSED --- � FACTORY WItRED ^_ LINER EDGES I (n MOTOR TO DISCONNECT IN AIRSTREAM I ! SEALANT ALL -- S.M. SCREW OR !� EXTEND TO AROUND f^-RIVET(TYP) T (� STORM COLLAR — HEIGHT OF CURB, CANTSTRIP ROOF- PARAPET & FLASHING BY — 24 GA. MIN. S.M. M _� DRAIN PIPE 24 GA. GALV. �_. „ ROOFING I:ONTR. DUCT CGUNTER FLASHING ---- WIRING BY OTHERS STEEL SKIRT W/ MIN, 1 x1 ANGLE SUPPORT SFE ARC DETAILS I I t BIRD 'SCREEN O MIN OF 12 ROOF CURB I 4 - -- f3ACkDRAFT DAMPER - ROOFING I z eDECK I THERMAL ACOUS. 1-1/4r / RECOMENDEJ - -�- - -ROOF DECK FRAMED OPENING I I DUCT LINING - ROOF OPENINGENC*N `- JOISTS MROY • CONSERVATION to COMPANY 24 GALV S.M. THIMBLE - 4940 Et Corrwa Red, Suds 203 , Los Altos Cohfornia 94022 tel 111 (415) 961-8095 fox / (415) 964-3754 V� NO. DArE OHM 81 0725.96 PERMIT UPBLAST EXHAUST FAN 6 FLUE THRU ROOF 4 DUCT THRU ROOF 120V/Iph/60hz 120V/1ph/60hz 208V/3ph/60h1 12OV/lph/60+,. 12000/60h7 120V/Ih 60hz 120V/Iph/60hz M M I U U INTERLOCK WITH LIG SMOKE SMOKE DETECTOR DETECTOR INTERLOCK WITH OVEN DOOR _.___ !_ — 4 I DF c� LOCATED LOCATED AC AC ROOF TOP E SWITCH OPERATION AND WITH —' J �- -- f81 �� IN THE IN THE I 2 PACKAGE UNIT ADJUSTABLE 0-5 MIN. TIME r r I MA1NM Tt7L SUPPLY AIR 01 RETURN AIR DELAY RELAY ! T i _ _._._ ____ I 111.3 E � � ' T cm TIME DELAY SWITCH 00.' DUCTWORK DUCTWORK --�- C C MECH. DETAILS 7-T,00 -- & CONTROLS 012UV/iph/60ht AD,IUSTAFILF: �......� LINE VOLTAGE Pp?jf' QED__-_ I I ; RMOSTAT I ! MOTOR �G 1 M 0 10.6s � I '-- 24 V CONTROL _ TOILET TRANSFORMER MOTOR F OLET OREGO►� E MAGNETIC STARTER _ MAGNETIC STARTER v >t>�AL.Q NOTE• ( I �. COMPLETE W/ TRANSFORMER, ~— COMPLETE W/ TRANSFORMER, OF © 2 XNAU T FA �o6,yFC�ty",m%Jp t 81rW oETFCM ON Bon+ UWTS SNV_l BE INTEI111"•D N.O.A. SWITCH, 24V HOLDING N.O.A. SWITCH, 24V HOLDING L 1 Fpr P TR�� FOR WA TABOO: SNIIT0001. A { AR Y MOTOR AXI A CUA, UX L Ac COIL, U L RY �C A MoroP PROJECT N0. N817110.00 M OVERLOAD CONTACTS 0M OVERLOAD CONTACTS O \ EVAPORATIVE COOLER EF PUMP MOTOR CARO FILE NAME t630M3 tDwG y_� A S OAAYIT7lq NO. .___... PROG�AMMABLL ELECTRONIC DIGITAL T'STAT 1 \'� IGNITION CONTROLLER JI ! I OCK FOR DUCT FURNACE - W/ MAU-1 LLW-S-STJJAGE T'STAT SIGNATURE- OE COOL/HEAT JUS 3 U 698 FxrlRATlrj,14 M301 Pacific Hwy, 15660 Ste. A-4 DUP 96.0458,MEC 96-0272 CONTR(..01. %9 2 24033 t i r It' this police appeors clearer II1nn file document, file document is of 111.11-gill,11 �l#A��##�� 1 nlnn�IlIIIIIn IIniIIIIIIm#IIIIfi iiti tmllnl IIIcIIIIIIIIIIIIIIIIIII1iIIiIIIIIII{I{IIIu III�IIIIIIIIIIIIIIIiIIIIiIIIITliinllillnllnlilllllli{iiIIIIIIIIIIIIIiII{II tllllillllllll{Illi f11tI1111 I11II{Illlih iiTi � 4 i{ilI{1{i �. --.._._ ____—-•---_ - - -- rli ENERGY COMPLIANCE FORMS �- MECHANICAL --� ��- . _- i _____�_ L ____. - _ _._ ___ _�___ ________ _._...._ .. _�_ ___ _________..__. _�-____.___-.__--_.--_. .--..___--- ��..v..__.�1 _ � .�._ . A 11 WARY AIR C%'k o 1DIT1bNNER--- p ZONC Di111ON COOLIMO ww UUKKA:iV V ��i� C� D L.acation t z'lgar'd, 'or-'gon 07••13-96 ftrt�lrma/1G: data Pr'sFoAreal try I MIXON 041,03091301 I DUCT lrl!liNAC@r FUH COMMEHCyAL-WDUSTIiIAI UtiE �� - - ..-._ Cartiar N~41 Arelyaila Prograel DAyA 1 a! 3 t �__ fol-. _� -yam COuufM.L"ACT!'" _ _ ___,_..__ ^S rra.a•e■r,SISI►►rs,.r,erre,SISI,,,,Aarrapra.arrrr,aar#rp,ar,rarrru lrAa,lraa �- _--... -�- t�a CALtCliowtam DATA. _. - _.. �- - _"'" - I '\ X-1J.Q $_- I I rlTitrirr � ►ro0o•!li E Labe IlaM.i w slaalfMvkroar Gla SIM: aunt'1100ta ^ is u c .f._" � - - �T- , CM alsNam 7aCalsrCn oaTA } (V 1' In* "mol t A J OOR-COMainoo rack Oven. r41Vetio model 620. U.L I'i�fl or16i N.S.F. CMbfisd fCf Et8 �~arAol* «�, 1ik" CSM -- 4 so a ,4raearr�o��N ) nNeR'• Tigard A+�S •W►/leaf •0.1/ as.1 1 � µ _ _. _.. � _ • L+t 1 r7! 'ice iW >w � Lf C rurau,uueea r•mr„•Arra.►r,euu•AuaurA,rsrrlselruaA•rs•a, 1 wr _ - y 7 MrWh�wl,��_ t..rV M )1tYer u.100 � 1Mlr a oN site T11e own as dasgnAd tlrth On integral cono2Y hood above dw - with Q 7 A 1 S.Q" diff aft The hkwd '"` 1d °ial° iY°" 10M+rd � w'P r)) .drys(A-8) -W NALL Am riwe Loan &RE'AtKDOW I � M •t► • r A ♦ l `_IWq ~� � all 'o f -� MAO a,Y1.IN let alM al0u pl�e --�._. -__..-•-------------------------------------- -_ __•___ -- _ SIC-- -__- _w an ki w s t. a w I M !T'L' _-.-- i t• b Capt ore dream ort+ ttltwt ItIhIlO oven daces is open 1 , o r wd is s�1+ !l Carl. s. _ - e.4ea Owl e r IL7 ti i i/ D T e t' Cor_ ` ..r�_ 43Rd CONPONiN? ---ARBA----- TRAMBNIsiIf3lr SOLAR - a as y I),1 • 3 , ua ♦Aclei+- iii4 av► - 2 Tile or baking *_._ r +i►>.»�ileaw iui combirc 1>t heot urtd tcelMtrorl slot InvoM Dr ra"'e•' �'!tt»�., t --- w ----- tt -------) -- ______r) ---- r a. +a• i aE .fi r "' :� , * _ __-^ Ies tw+ar il�aii Orly yreaft furled tumcs. rile oduct t9 Naked thrUughl a sews. (� 1 n >• n4 4.t' . qM luv+•u , I y ,,,1� ,•1 , 4JIa 1 a se. ♦�• K , e ♦ ••A.a a.cFi"`-lleag /eerie a, N4►neer ftininvuev Are "' r 11 .., ^, - - � �'= 1._ -ti 11_ _ - } G W!! 40,004 roe 0 0 0 r we a ss o Ma N • a nr a, i's: a . r rl1 •r a0 cs4 u �- aa a at. r Ilse , A. ♦ 1 1 .a�� R 0 0 p w _ i .er M u, sa s sT s k i wM `Cor) -,.--- _i,m M- ,r aeD frit fY Do IN miAll iM A D C h I , Aliso o s M •i, 'S ..•a•• a.r irewni �! of -it vi of -,T 3 The h00d-CIMlltrur.ticfN,t 111 gOfbOM}ed Steel 24 t:OnOt'uCtl(Nl The hood exhulw' du is are also galvmi/nri - - ��- ».-- _- Oe 0 0 0 to rr %I$ s., s iai y+ i+IN s. a ars a. a .n ,,, Y • , Cor • " - 24 go construction -16YM M h1r 1,•,•.,,p�, wtl c- .•--` � -, L�ta_1Gt �I!! O { / ala eIr� a .�l,It X 1 e •A O r NMlltjr Ir•M•W..1•Rod"'W yr,.a��/1,••er 8911■a+a 106111 �•`-'�r•--3� .�. _ _ w-" +•_•1 S 0 O p ,II 'eIw is a Its 11� Ira 1 *)a t'a tel . NM ,Y a 1, a % ra is, s.WDM.NM/aeA.twiN IMel.460-4.,.°r«ave Aryr.•y r.w/rc,•+1.or.w reel C q r .1 T �) A. t'� t� r� f: -_ - __ ~_ 911 0 - C 0 �r ars seas 3-4_]4 I•ia is. I sa i a•. ____L _ .r s=ore x rr.w•nye cru.As 46•.w 4 10%.9 ewes.,s., / The code TOQWreC ccµxlcity of hood 15 (0 753) 751110.54 S.F. r 'r90 CFfJ The rnaralfeciuror recommends inn. - --' NW D 0 0 ••. ,•.NINNNw Also •..AN•w a ryw•06'..—n.� ,.. , ......a.•a•r•••e•,..».arl J. of d(10 lt�rl exhaust. Thrrefcxe, the exh3uat fun is sited for 900 CFiI ___...__ t__ ________- ,g .,x..,...,. ll 1 t b I p -Z__L .I 1900 1,490 4,4au � 011--_�-, -BCW NWOPATUMauaa Oft 5. T1ae nfOnutOC tureli alx r71c1M� No of ,Jpbloet exhaust fon n ih►c mit on dro+riny AI-1 to be l,'itEE71WECK model cube - -^ - -- - ,._�. -_- _ _ 140--4 __ __ _ r - �. RtfCf tC Sketch Oh C _-_._ -. __- IIA I.L. LOADS: NY O O - ' ,N - __ - " Cif! WTOM . f+lt�ssr - w A.OI► NGtla 7019,TO 7•r0tl rpt' �j A �) F 1{ A �� I C'J Ci �r aM) LLi 11 ll I 1 _ Clq DO•r IO N'R ---LLL=__......TTT ,� arlpkie cross section of hood orb exh0uat •setae - _' .----.------T----- --_-. _ _�.- :;k L. o o • _ _NCRa_>1aa Toso•.� L G A 1 F ,'.► q N i it 9 •1 I 1 I >Y / O.A.A.9 17• Z U6 » Delo e sr s .r. .•a ns a1 a .. yµ1 cAo k.wud••M,pw aer!lea lar �' __ tRefer to t�rawlrx� fJ?.1 for tui view of flood. There is no LGokiny /lquprTlent c7ttlef anon Oven atlsol;ialvd with ttt0 - "�' " `e`--- -- - ow .r DaD tit tr• c •„ c - w, +, ____,_y _._ SN 0 s w =aa a , i,t aMeleudwkrn.l--low+aNvturaea. L. �_� wryaw ! A I d tKTOtJ. H p U a 4 moa •73 No •a= a.I 1 ase a1.. r471ar var/rw.— •., ,. 1. DaMfw-' pita - - -�•--_ - .+SISI•+ -_______.._-- •trfe•r1 s s)rbasrfresale air aMH lldr►'Y'M Yet. y NN 0 0 ow w est s�! a zw t rrr s cep_ yi o-mater `� -_ -- M a1rL f.iT t M Lr t a�.Nrra4rk •rs+�w•at".' � r. 8. Refr7f tom attached cu'sh7erts or ,,ver 3-t eo li.`w Ldcmre iiiie�aie.a' -•.., _._.____, y_ .. _ N 1134 1111 - r y'�"e Dl' D •a,� �a 'ii c,D �'.� .�_ •`r►.="-ter ° '°' , C ) 5 t B 4 r OLVer Alm �/�Lrl sot17.1 j ARIIAprrr tMr•strry,So~ IGOOMUtII% irfa6~ xONB UE9IGN MEA1'1N [.GAD tiU f.R w its ja �i • s• ♦ •.r+Is �'�r r .+wit r r +.DID �_ i ..• uw•.s.r•. - -- w —M- r _ 1 Ma,.&A QR tINKEIlW NR / Applied PnsAlge O r aameltl4t) G 31M V �r I i+ is r a ua • e r• ,: •.w..I.M 1._____i/ 0`10^0 daaw(ANach deft IW r•a w a ' I » iey,l ♦e al c 240 Citi( -�- !^!x --..r 4_ p.�aarNd tl tN401L Or 6067091304 .0 wu SIC , r� ii . , 1! est a i,] I. I I ,T a M a. I• 4.0 as Cor w w s,rPlae,ew < ratCT Ex p y ti. - ._ _, Required f ,. - _ - /r _.. - w4r.n.N Yw,.W I..rWw« ..eves ur ,r . w r.,,o-- .l ()11EF1 (Ai40PY Exlwn-r Itc ytra7 I - _ ,�.-,_-_ _ _ I.1411171-lar Hourly Analysis Pro.lraN1 P}qa 1 of l s "'Ma�,,,sore ...0—.1.#,a.•.,.«.,.,,,I... LeLLL ;.,I toll RL l tlt� CFM Nyut*nsent G�rCOP*IltiMap) I,NrWrNNnParlanwwD r•rA•r•rrrraaAr•rraarr.aar,.Ara,�•Ar••rAaeAraa•rarraArrarsa•.a,r•a•ar•ea ��r �rarr�•ydd•��tw I wux.lo f T ND WER t ncr C CAi.CUI.ATI IN DATA: r •ti scar.w,�r f ' 16�yC164 r� F • E�'y't'a"w Cheng! data -- 4STJOO"1` �-'I'A"o" ,»,d -:R s r.-» I �,.,..,� . �y rwDrrl.arrr 3mn•ew• Type WO EER zotu Naaa seers/bdckroor• Calc Tioa: NlntlaF 4esign _ _syr /rMK„p a r- w. „np...rr.wo - ewe- 5Eell 19!'F41 Job Naodr : rloah's Tigard Amb db s 1419 P L - 1__- __-_.. - i Utaa0lq-r.a• - ._"• .-----'_ -^----- .-_.--- _ .-, rr•sear•aa#Cor.a•e..A•r.A.a•,r,rAr•r•aaArrraArr(►ar�ar'Arr• sr•rruaur• 41011 .• s,wrw•w ----♦ „ . ---- ._---- ftM A. KT K f 1W l Fllf fcnPaklr c,.u A I �Ma rhea.. S r voty"I COW" 00” sm c — '•istow9m N"A naw -_ CaOMCA6 DIMt11aiON• ••o.,.vw (.� OlrtpJt Paol•pe LORI` CUHtrrJNlNT LOAD BCV fir 7 �wr/rri a earls MIra1 Y (AaoMale waAln erw r•low,A) 0 ••.000 .. OA NTAKE Ac f - ------------- ------._ w• N,• FAN i i _ - -- - 0) _._ __ ___ 1-111118 O A 'tYTAKE ti 1 _:.moi--� 0 ��' o a,oso tq ------- ---------------------------------------------- -- __---- -- n4 w ur Cor. +ce Ix r A run as'1 3aa M.aa A • c o n. .___ / GAS QONN, O 740 l�1 (Yb(�t)P' � Rr.0 ti]lE]1IT) �A'M"" _ MALL 'PitAN3MI98LON 1,976 Colette!~I Ar _ " ----1-��n . t�� , �Tv» -`+a u�;�i asw ,ewe �u . i e a' ",t—�- Hasse 14 J Flt p 28 --. ------�- A00! TMN6KI6aLON - 0,007 f 'ate tp ad 11 F MA 14 •• Cor stT� mmy V - Three Phase. ___ ftvm __ ;-s ! 13 OWN" � • ---- - 3aeT ,;ah t t�I: AUl lar» 4 - to ,.„�,_ c dsg0ls 1300.0 _ GWis TILANSMisTaloN 11,761 p,�y,ly 13 . +a 1w r.-Ieil! is N:W4 K,va • withouta -V TRANSMISSION LOSS 70 UNCONU SI _ .4D •1• aM at NA w 0.6 Y a t,0 11 thug ,y5•U00 ACCB 0 a re.w , is "r •I "Nw 30-14 stL,N Alva N hWarrlp s.,.rbn 7,01.000 85 _ -- 3 14 I• I.ji;` - W -_-__ __.� _-_ 7oo,aon IN►I LTRATIUN LOSS 0 t 1 t fol 4N Mitly _yi` .i� 1►vta r Project ___- __ - •t - ha w .1 no w oa . 3o y _ _ "a i•a, _ - __--- rat 1. Preltlq Nam1 _ Q O R ------ -� SIAS FLOUR 0 �- 3 for__ Ar 1 - a- t� i sJiina r to f►vu I. 3 ,+y11 .rano sit 1G I•r___- _ Act alae- � P��E^Y�- TM•@ phase, 0 �� 0.0 HEATING SAFETY BTU hs' 1,765 min p �I I 1 1� _ __ a owls ',i It It 3V t t.n4i 7 4610110 136,00 .. .____••____•._._-_-'-------------------------------------------•-------- ---•• ' •ea ori IN aeaN •ate la It N y. _____ _-_-_ 0 1 r /►! - S'.t1R � 0 wIN,a IJ4,0d0 Jt10.000 •0 i tat 11 dw..l n •o �.v r .6 a I"106 - -s auu i. Glry/T,Ywn h"11,1111 400k)[1 1.3 S1)H-'[r YTA1. 16,190 _ ( (7� 30 lIV aM t`3 ar41 A t.4 .aT -_-_-_-- Z 16teL V nR A 21 N .____ [___ -_[---- 7eo.txTo wr aorrua Ku a. N �. as lr i n alrfAry Acer 1n') �_=Z3�Y. -�'�� - - _.__-..l E .. . p '- •0 NET VENTILATION I.435 4 0,7 41 1 -sr _ ------- -------• ------- --------------------------------- a , lAAAresr / TYN • , 1 crit , - • sM �w�rT car Ex PION aATA !_..^� -_..__ rCow � 13•,,100 .... � p.• - .... RahaNl M _ 1 11 rl M 1•le•w«w.o•1Mb .-e- ._. TOTAL HEATING LOAD 46,930 _ - ' I +4 • s Cw,w.r.--4.ora w•0% f a err iaaesalan Attaehe4t �K qM I.O. Oeratp w Aaleahed 1 r � � 00-0 I,t11% SX 4.4 ••A w rs I _ a0 , r a t 1 _- 4 wove her sees•0 to er6vvslre•-e I..r. NON _. rtrww ,lest' Part w.. HEATING LUPPLY CFM 6]9 CFM - Ten II a•.•a.,-o'*J"lo•arle.araw.aa..vA•.e Faroe me, It• yYa � }N.r forms Amid "_ _-- -—--..- _ >A&156 wrt 41 rthNa0,h9r/r � lo4Z30 N7 aM K4 1.1.0 •A Iva a7 .•s•.vr04"Ar..l .00seeo.44 W.noi,-d --- --V -__:.5._W Woek/Aeela •1rIItIN+9Eraeltar Fonr1 96 Pw 11Mt1n1tTACLCp. yTIrP [iTCAry+pa>bLa �(A�t A 1• fiEA'TING SUPPLY AIR TEMPERATURE 110.0 da F fwwM•h•N•) ru ,_ •1 s 1eMSM ..a.. r Vit19l% ES V4 UNIT REAL riR --'GAS-FIiV'jr1A D v�•�� REATYNG VENTILATION AIN CPN 700 CPN sold" ,cApMva P•th Q g JV.� 4 , MIA -•.n1"•as•, !rsor.!- sro.•00 14' a"" 3b CemPsnt"+t PMd,ru,ru.e Hath Q .r W �! 17.7 1rA 1A t.4 HEATING TIiLR7WSTAT SETPUINT T104P 77 A 1w,r ► �i•n1 M+A) M —; 1 r ,t Nc.Levi N, •+,:.c+,.:M ��.-.-.,.- .-_-_-�-._._.' _..._. - _. _ - ..__ � � '� aN M a4 Kit N DI >/� N I _- _. ««- � Nrerk•rirN 9• WEN U vshrvs O p.,...�. mea l is u+1•+I Aa __ 1 .1 _ r0 1 �.,^�,� 9h 8001 U-vahlea V ••YI Igtbt (b) r. •. "'�"' --' -.f __ ,g A�� tvapt�i� .Aa� A(i` ..1 tTe M ti a! Ka w a1 lit H to- _ . 30 Ibp U-valva O p l , 4" ____._... SA rA•rNl a. t "•�-' - w a 3d Avr/rM Thermal Vekl►n '] r ."Arne/ )ataW,p :�--- P�oruw0 - I ' � _..,.�_ -- ----- _. bKw) rY to �a 3Ra less 'A IA as .!7 IM Mal .I#�. --- : .--�,_- _ -- - rra EaulP r+iosrl capafnv EI unas7J sr .a0 TorAa �U' as tie w au iN 1•a rw x o• a Cor Ir. - - , RrY v � � • .sift' w er l.rw. n cr' ay r W.AlcANq w tJaegrtAt- tu�llatu i A►uQ IMIALl (kw.) °o(A-E• 1 ` i--06; I „•,rcm Cold "r ..a orDr. Da•:ares '"" M. ° f �,«-► _ CCN _ -___� -_-_ _. ✓ by w.a•a/t.�/w 6 , .l I wr ua tai a tw u u ori Taa to la Eo W6vkahert dr LNM•ry Air CondlYor»f-Ar Cooled IM erraau»•6.wr .I r I y-�--- --, "- y _ ♦ r i _a Opp al 1�0-- -� as '�"'-- %% _ _ �\ 4b U fl1•nveyi 4s. sort' , - - `- a KO ale - • / - • ` VI nitsry Aa t:a,.lNglyf--Weir Cooked q "M IMoa•,ovu /�� v r` ..3C.-_.f- aD '•.a /`• 4i Vru,rry Heat PUMP---A11,QxMd 0 L`S.ta • 0_ SDI � �r -•• ___�__._- 86% Spet^ification Submittal � o . CoA Llmiwy Heal Pump-"ter Coal 0 rare"An C%ItIS 4A Ll,uur�Ar'a Hart rwrp-Evapnrawaty Coded Q rr �� --,- - __- Am idenUol Dtaded Down A Mile Dise!»rge Cooiem . 41' Pae♦ag"Tereurlal AC AN Coded CI eovik-&t-e we �,.. • - VISIT 4STJ I "AN DAM 1p� ^raAy, avi o tach,ai•'a 09vtonda prMMllra flnNh M emwtisr A rant 0 _ qhs, cc ail Peck"d T.,mlrW Pleat Pw+ip.-AY r.00led U anood on,M Ory aW awl hA TMO .-. ..--_-- T :I, Wto,C:hxeng Paduges-Wats A AN Cooled q - --'-- - - ..- _T • RSI �yro. s!likcedes M l'� _ a w e.d:e.arna. --� U t_'m.ognemd s ,fadOn•e 6 tested tpa.fka for r• M 0 . '-� iM 3i00 _. -M 1 _ �y dare dot tet Is•delM,j aSral bctaoat pan. w _ _ OAWS _dA 4 FumeL-o A Unit H and CA-Fired d li 'Caw sr rrry -- ---_'--_. ._ �-� , - , �- -' ,Isai - ' ualhy U-L purr M 'IVI) + - - -- g Furrletaa A Unit Nestrv-Gas FksA and(Sa•Fvme Ler �VI'rr" - �- • HrpAr�• nd.eAk.d _ V ArMI Light Pane, - �- UTrd0r11</lllp0- -- ----- O - eta :77 It$ �_ a 1s ori - � oNbndsDrasafa� n, levsa•9 raeuvad ^liM►+eM .- - - - r.r lJpMktg SctaraM O , S ...T '--' - ViwkdM th"ned even MIM,dlsvlbuhon•Y•lewt �n a.4 , �,r 3941,_.13-1 ,-tet/, LL- — . cr . x Imam L9h"Power p --L----- `— -- - _ pIMENSIUN V"__N w---:�-- T SISI a sol t•,er«I qh+�--- --- _ 0___• y _.� .- _ - - N� - __ -.. _ �..__..� I _a ._--.____�__-_. .._ 1 IMiT IrTJIOUN� CO►d1Y t TOOK hN� aA7eN 1lV Near lww a.. Yale• iDab Fstr s1K3e tease tNertltl,eel 5s FderitrCdswlGaedb :1 old _ '_' u - » 4%a a0w a►tr sat M10 Y-v .s1A ..� - _ •a D.hi- oven a r al U W CL I �e '- - __ No I j D00 iQa . a s• a1 n . Down Oiwlwl. I ---- _ , _ _'I - - -- sr n V.)>i S1 kyliA a •. TOIaprIiNID J_ - - 1 '~e��TIy---1 sea oau_t-leve 44 i4 a A a i s Biu •a s. i PLUMBING FIXTURE CONNECTION SCHEDULEKITCHEN� EOUIPMENI CONNEC11ON SCHEDULE LEGEND ITEM DF'S CRIP TION IW W V i'W HW CAS T URN, INSTAL SPECIFICATIONS AND REMARKS ITEM Dk�CRIP TION ►W W V C W FiW CA; F URN. IN''j TAl SPECIFICATIONS AND REMARKS ` YMl��il Af3HR. DESCRIPTION BY BY - _ tS Y li � ' SIA- PRO NFS SINK NO. 3N17-2D24. CONTRACTOR TO /W SANITARY SEWER/ I THREE ,. WANE - ©UFtIEp KE4 - - 2 1---1/2 1 /2" 1/21" - OWNER P.C. VERIFY DIRECT DRAIN ACCEPTABILITY W/BLDG. HEALTH DEPARTMENT. COFFEE l� COMPARIMENT i p t �CE1� - '1 /4"C - (iW!!FR SL)► L p F1. TCO CBS--52H S'S/W ; SANITARY SEWER/ SINK PRE-RINSE UNIT AVIJ 2 SPOUT INCLUDED. GC TO PROVIDE MAKLR / WASTE -- ABOVE GRADE SILICONE CAULK AT SPLASH/WALL JOINT. SET IN PLACE BY GC. 1 INDIRECT WASTE -_—� ----- -------------.-- ----.__. — _.,. ——--- V SANITARY VENT a r;N I r F ^ T S CW DOMESTIC COLD WATER r „ �� - HAND DAYTON SS NO. D--11515. 14 X14 SQUARE W1 1-1/2" RADIUS ICE TEA —--- CWS SOFTENED COLD WATER 4 T 5 S A N S O M E LM1� ;INK 2' 1 - 112" 1/2" 112- - P.C. P.C. AT CORNERS. DELTA FAUCET W/LEVER HANDLES PER HANDICAP [-�] BREWER 1/4„C, OWNER SUPLR.- - .. "HUNN” MODEL TU3 ' J T r 5 -` HW DOMESTIC HOT WATER H. rJ F W E 'r ; CODE. SUPPLY c HWR DOMESTIC HOT WATER 4 1 1 1 RETURN FLORESTONE MODEL MSR--2424, 24"X24"x10" FLOOR MOUNTED --'CD CD CONDENSATE DRAIN ! a 1 5 9 8 4 C 5 `} 4 ' ,„ .� REVENT DOUBLE RACK GAS OVEN 620, 375,000 BTU/H. LINE - c I 5 - ,� � s - c 5 o t PM JANITOR'S SIN - - 3" 1 __ I ,r�„ I �� , _ MOP SINK, � DRAIN, PROVIDE AM. STANDARD 8344.111 FAUCET / I .c I'.L WITH VACUUM BREAKER AND HOSE END, WALL BRACE, BUCKET CKE1 OVEN 1 - - - 1/ ; 1 /2 OWN[ SUPLR. PR�VIOE Hw SHUT-OFF VALVE, GAS COCK AND INDIRECT G c, NATURAL FUEL GAS " WASTE TO TRENCH DRAIN. 8" FLUE, RVVt.--- FtwL RAINWATER LEADER HOOK AND INTEGRAL STOPS, DRAIN BODY, 3 P- (RAP ---- (3V//BV GATE VALVE OR BALL VALVE � „ " CKV CHECK VALVE« ZURN Z-1900-02 SANI--FLOOR RECEPTOR. 12"x12 X6 _ (J F c 16 DEEP CAST IRON BODY AND SQUARE MEDIUM DUTY 1/2 GRATE, GC GAS COCK - VALVE SINK 1 �1� ` P. W111 TE ACID RESTS 11NG PORCELAIN ENAMEL INTERIOR AND IOP, KF� F'KUOF F�(1X � 4" -- _ _ i �" ---I �----- UN UNION FITTING ANTI-SPLASH INTERIOR BOTTOM DOME STPAINER, _01 ' � I - OWNER SUPT R. REED OVEN CO INDIRFCT WASTE TO FLOOR SINK ON PIPE--' [)OWN PROVIDE TRAP TRIMER CONNECTION. _ JPS PIPE uP GABS-FIRED WATER HEATER, 75 GALLON STORAGE TANK, I5,000 {�y}-•---- bFP BACKFLOW PREVENTER BTJH INPUT, 68..3 CPFi RECOVERY, AT 70' TEMP. RISE, MODEL REMCOR GENE al5 I UB150S-BC 6 VALVE ICE AND �1 c.o CLEANOUT - END OF Q GAS FIRED DRINKS Q (D PM4 STATE: WATER HEATER SST-75-75E, PROVIDE DRAIN PAN AND CE.16 OWNER ;OPER. BEVERAGE DISPENSER LINE � �- WATER NEATER - - /4 '/4 3/4 ' F'.(:. r RF 1 IFF VALVE, SEISMIC Ri STkAINT STRAPS, SFT ON 120'f OUTPUT DISPENSER I;RIpMASTER CORP. CRATHCO MINI--OunD BEVERAGE DISPENSER FCO CLEANOUT FLOOR M � TEMPERATURE. MECHANICAL CONTRACTOR SHALL PROVIDE FLUE VENT MODEL E47 I`rF'E PER DRAWING M2.1 T `^-* 0 --4 We WALL TYPE FLOOR DRAIN W/ - TRENCH " ZURN 9"WIDE TRENCH DRAIN WITH CAST IRON BODY AND BOTTOM I; c P-TRAP a- N PM5 DRAIN AND - - N ( F' (: CE17 JUICE - / „ _ - ,-, IDMASTER CORP., CRATHCO MINI-QUAD BEVERAGE DISPENSFR �y OUTLET, GRATE COVER C.I. LONGITUDINAL Z-806-LC =---7 J CENSER 1 2 C 0^1 R 'SUPLk. MI.�DEL F4/ --- -0 EIB HOSE BIBB COVER J L VTk VENT THROUGH ROOF _ __} _ f3V BALL VALVE v AMERICAN STANDARD CADET Ac)UAMETER 2168.1C)O, EI_c.INrATED ._ cr HANDICAPPED VITREOUS CHINA, 1.6GPF, SIPHON JET ACTION. SEAT- CHURCH = 3 /1 - - - P l; F' ( 1XI AP/AD ACCESS PANEL / Iw�� WATER CLOSET - 940OKC OPEN FRONTS LESS COVER, SUPPI'r" WITH STOP; -- BEVERAGE ,, _ ,•. KE19 RACK I wr )WNI_i ,U R. PRoFITMASTFPS [JI:,PLAYS BIB 2 PLUS SYSTEM ACCESS DOOR u SPEEDWAY CR 391%DLUL CC --"— BLV BALANCING VALVE a AMERICAN STANDARD LUCERN # 0355.012, (N) NEW(E) EXISTING � < 0 , -- HANDICAPPED .� �. FAUCET RELIANT 2385.130, GRID STRAINFR; SUPPLIES/STOP � S �--" (Lv1] LAVATORY " 1/L ' - - P �'. P ( SPEEDWAY CR 1915A, CHROME PLATED P-TRAP BF BELOW FLOOR "ffi / N.I.C. NOT IN CONTRACT �� ICE M/Il RINE - - j "CW► OWNLR -)UPLR HOSHIZAKI CRESCENT I1'E CURER MODEL KM50OM-E SERIF`; VR VENT RISER (fi VB VACUUM BREAKER FLOOR ZURN ZN-415 FLOOR, DURA-COATF=D CAST PC PLUMBING CONTRACTOR [ FF)1] 1 _1 /2" P C p.C. IRON BODY WITH BOTTOM OUTLET, G.C. GENERAL CONTRACTOR DRAIN VERIFY TRAP PRIMER CONNECTION WALK-IN SIZE CWF cwF FILTERED COLD WATER [PFI FREEZER W/ r)WNER SUPLR. INDIRECT WASTE TO JANITORS SERVICE SINK. PRV PRESSURE REDUCING SU PLR, VALVE Q — FS FLOOR SINK PRECISION PRODUCT" P-2. 0 HG/BF BELOW GRADE AP IFW IN FURRED WALL C TPS PRIMER - - --- 1/ - - P C p C VERIFY 2 SIZE CLG CEILING z PF2 RE TARDER W/ - - - - - - OWNER SUPLR. INDIRECT WASTE TO TRENCH DRAIN P.O.0 POINT OF CONNECTION SUPT R PRESSURE VERIFY GENERAL NOTES PRI,FP REDUCED - - 1 12 --- P r F' f, WA.I 1'_r 0090T WALK-IN SIZE I. SEE ARCHITECTURAL ORAWNGS FOR EXA('T ENCON. BACKFLOW PF3 PF FRIGERATOR W/ - _ - t_)WNLR "U11_R. INDIRECT WASTE TO FLOOR SINK PLACEMENT AND QUANTITY OF ALL FIXTURES. ENERGY 8 CONSER"VAMN . COMPANY PREVENTOR SUPLR ? ELEVATIONS ANEFORF STARTING D SWORK, VERIFYALLPLOCATON 4940 EI Camino Reoi, Suite 203 EQUIPMENT REQUIRING PLUMBING CONNECTIONS Los Altos. Cofiformo, 94422 3. VERIFY EXACT LOCATION, INVERT ELEVATION AND tel {415) 961-8095 COMPUT-A-SAVE SIZES OF ALL SERVICES fax 1 (415) 964-3754 4. VERIFY THE LOCATION OF ALL CAPPED STlJBOUTS MODEL. 60K W.I. DATE "UE THERMAL WATER TO AVOID THEIR BEING COVERED BY WALK GR - OWNER �)I'LR SOFTENER FOR HOT WATER SYSTEM AND MAU-- 1 ON ROOF PACING. , 07 2r,',F, ,,f ,Mir EXPANSION - 1;'' - - - -- P.%;. P. AMIROL MODEL EX-TROL ST-12 ---6 SOFTENERRTERMIIJATF DRAIN OVER MOP SINK 5. COORDINATE ALL PLUMBING WORK WITH OTHER ------- - -- - --- - -- TANK TRADES TO AVOID CONFLICTS, ALL PIPING TO AVOID ARCHITECTURAL OPENINGS, STRUCTURAL MEMBFRS, -� - - DUCTS OR OTHER OBSTRUCTIONS, OFFSET PLUMBING _--------__--- _. PIPING WHERE REQUIRED. 6. COMBINE ALL VERTICAL VENTS WHERE POSSIULE. --- - - EVERPURE 9437-11 FILTER ASSEMBLY 7 INSTALL CLEANOUTS IN ACCORDANCE WITH THE Q ' WA TE'F? ,fir T"�cADE° NJPP1� [PM7 - z,! 1" - f)WNF 1I 11 F' WITH PREFII_ TER AND ALARM -SYSTEM UNIFORM PLUMBING CODE. AND LOCAL CODE W1 tib, M�lcl15 IF —M REQUIREMENTS. vM ' IN JANITORS CLOSE-i MOUNTED ON WALL_ - IVP. SMJP LKS To Sr�y -- - T 8. INSLILATE EXPOSED P-TP,AP, HOT WATER STOP do RUN IN 5/Of ilUF l 03/4- L�� VAIA AYaI�SS LAME 1/2%w cwf To COME BREWR SUPPLIES ON HANDICAPPED LAVATORIES PER Ab A. � NOALT96 Ru,+ w PVT Corrnln ,p � � - AND TEA BRWR BEH MO COIMTI-R — - REQUIREMENTS WITH MGLDED, ANTIMICROBAL ---� � BACKFLOW PREYENTIp 4 AOC'F 1 "T & S" B-1100 WORKBUARO FAUCET "TRUEBRO INC HANDL LAV- GUARD INSULATION DFVIrf. AS REGUIREO� , a ,- VALVTlTYP. OF 2)� I%l FILTERED Cw—OVERMEADo� ---- � � c KIT, SECURED WITH "SNAP- CLIP" FLUSH BY LOCAL AUTHORITIEs _ SERVING _._ __ 1)" , " , , BRONZE BODY, HK,H LUSTER CHROME PLATED BRASS FASTENERS k "FLAP-CAP"ACCESS COVER E`)CUTCHEON 6.5"X2„WIDE, HEAVY WALL MOUNTED TUBULAR o. THE PLUMBING CONTRACTOR SHALL MAKE p`` AL-- 3/4 cwu T/r s/�• F SYRUP PDMS TIM SYRUP 3/�1/ / PROVIpE t/r Stu6uur w� sNUTOFi MMNFPLD `;WING NO!ZLE. LL WANG S FOR THE NECESSARY PIPE, FITTINGS, pgAyyR+p TITL SUPPORTS NIPPLES, SUPPLIES, VALVES, SERACES, VAIVt. t ,'IFIL, T6f ,r5 POINT r� THE ETC. TO PROVIDE OFFSETS IN PIPING AND FINAL T9PAR£ 3/K I/Y CARF>KIWIroR SHALT. a£ fXINE Br vEgD(n,/NiSTN_t.ER. CONNECTIONS TO PROVIDE A COMPLETE lk TIMING DEVICE OIw REO1 Ott I NOTES FUNCTIONING SYSTEM TYPITJIL - Fr SOCK AUTHORfTIES - P ® `- 1OALL TUBING SYRUP LINES, (0 UNFS, (0 /WATER MIX LINES �7 CONTRACI(1R SHALL PFtl�VIDE A CHECK VALVE AND A DALE SHUT OFF VALVE AT INLET WATER 10. PROVIDE DEEP SEAL TRAPS ANIS VENT TEL WITH PLUM � �/w� � NG '�/t1 lUfIfIK; �/� To ( TtITERTO CM ” VENT STANDPIPE ON CONDF NSA 1e DRAIN IINF cAaenN�TaRs �" c To r�RBOAIArar PUMP —`� SHALL BE FURNISHED AND INSTAL-1 ED BY SODA DISPENSER 3/4 SUPPLY UNE TO WATER FILTER ASSEMBLY AND ANOTHER BALL TYPE SHUT OFF VALVE anPR>ssuRf w>l1'uRE uS R, orwERS I/7' FILTERED Cw CONNECTIONS AT AIR CONDITIONING UNITS. RErd1UUbRTo OlSPE7tSER VEN[)OR/IN_1ALLER AT OUTLET OF FILTER ASSEMBLY, MOUNT SHUT OFF VALVES TO FACILITATE REMOVAL LEGEND, NOTES, ` f/r RITt ED CwI1 PROVIDE REDWOOD SLEEPER AND CLAMPS FOR PIPE SCHEDULES FROM SYRUP BY p07 Fffnw OF FILTER ASSEMBLY FOR SERVICING. CONTRACTOR SHALL BOLT THE WATER FILTER MOUNTINGSUPPORTS FOR All PIPING 14 TNI. Rt)OF SET S" LKS I vavrE roMF'Rt SSgN� To X E wAr►nwE 2 THE F IPINI� SI..HEMATIC DIAGRAM AS PRESENTED PLATE TO WALL STRUCTURE. SLEEPERS IN BED OF BLACK JACK OR F_RQIJAL ' IfdfF ' r Mr's _� ADAPTTR \ otwe a,Mc `,�,A 11 SHALL BE USED AS REFERENCE ONLY, THE CONTRACTOR CONTRACTOR SHALL INSTALL BACK (;HECK VALVE ON ICE MACHINE: MASTIC MATERIAL. ►� E SHAM COORD114ATE WITH EQUIPMENT VENDOR/IN STALLFR IN THE FIELD AND JUICE DISPENSER. 12. GAS PIPE AND FITTINGS EXPOSED TO THE L I `� MMER I �. �>NhPA TO FINALIZE ALL PIPING ANC) PLUMBING RLUUIREMENTS AND ELEMENTS SHALL BE GALVANIZED OR BLACK STEEL ' r T F(�" S` CONFIRM CONTRACTOR'S RESPONSIBILITY AND SCOPE OF WORK, PAINTED PIPING. , �� - - - - C1fEl HfViE WXM1FTr A$()� 70 517+r rr nw K T \�, �,, � k:c11KTER 13. ALL ELECTRICAL SERVICE: FOR PLUMBING EQUIPMENT "' 3�THE PVC LINES SHALL BF FURNIS'HFP AND INSTALLED SHALL BE COORDINATED BY THE FLUME3ING SECTION Qm/� 10.66.* SCALE N.T.S. BY PLUM[11Nf, CONTRACTOR. OF THE WORK. .3! 0 CONCEMID till)w LEGEND a�o.�ECT No. N131110.00 To __. 0� aur+ INE /�CotFER CAW FIE NAIWE r T1)PU 1. 1 swim r`r-r« 1 / , O4 CAR80NATOR SMALL BE MOUNTED ON S/STEEL SALVING ABOVE B.I.B. RACK � �, OREGON LWG sn>s ATF `-dF, S�IK �F1OOR SIMIt-% r ,yF ^J FURNISHED AND INSTALLED BY EQUIPMENT VENDOR/INSTALLER DRAWING SCHEDULE <<S ��c',14w,c, �° DRA*V4 No LOW _1Q1,o � ElAows �5>CARBONATOR HAS OPTION OF RUNNING THE PVC CONDUITS UNDERSLAB X07 p �n'� � ��____ " SmIP Ips ' ��P ` OR OVERHEAD ABOVE CEI[_ING. IF OVERHEAD PROVIDE PULL. BOX ® TERMINATION FURNI;,HEG AND INSTALLED B'r PLUMBING CONTRACTOR. P0.1 PLUMBING lE_GEND, NOTES AND SCHEDULES u r, flop scN`� K) PVC ONOIxTS u►io !1� 1oVEu►IEenl SFW I Rf RUN I►+SI PVT CTINTx,IT� r �cr,Nf gi �K RAf1M1<, NOTE BELOW CASHWORK. CFURNISHEDY JUL 2 5 X96 F M r I- ,� MUTr r coaDLlrt Lem TWW 5o FEET OVER SO FEET s►uu AI cowlrlrt B OTHERS, INSTALLED BY PLUMBING CONTRACTOR. PO.2 PLUMBING AND FIRE SPRINKLER SPECIFICATIONS el THE PVC CONDU(CS SHALL BI- SEALED BY VENDOR/INSTALLER W/ POLYSTYRENE FOAM. P2.1 PLUMBING PLAN AND PIPING DIAGRAM p Q 1 SCHEMATIC PIPIN (a DIAGRAMEOR SODA DISPENSER SYSTEM CEXPIRs URE �_� . MfIT ro SfN.E (FOR REFERENCE ONLY) _...TI UN II 119 Peclflc Hwy, 15660 Ste.A•a _,- '�-"��+ SIJp 96-045A,MEG 96-0272 -------- - 26 of 33 If this unlicc ;t l,l,cars cle;Ircr Ih;In the docnmenl, the docuntenl is of illarginal qu;► ,;1, jl�l � , IIINCM M � + k I I'I�I�IlI�I�I�I�I (�I�I�IJI�INI 1 l�lilii�I�l(1 1 1�1�1�1,1 �1�1 I i �l�l�i�l�l�l'1 I�I�I�ilI�I�I t 1�1�1�1�1�1�11 lll�l�1 1 I l�1�1�1�1�1 II�I�IlI _ 24X�,. 'llli�illillllllllil IIII�INI illl�i .. - � - IIIIIIti Lnllillllllilllllllllllllllillltl,IIIIIIIIIIIIIIIIIIIIIInIIIIIIIIIIIIInIuIiInIIInLIIn(IIIfIiILIIIIIiIIILLIiInII IIILInIi nnIIInII1111111111(!i�ttil 1111fI1I11HH�tTti ' - - tnllr111 ' L h .., ,. y }: � ", '.Pi' L An ft�Y ,..i','f�3^+r4.2�'r;...t..ti. 'Y;.1�9. .!r. .I •.a 1� PLUMBING SPECIFICATION 2 PLUMBING SPECIFICATION - _ _ 3 PLUMBING SPECIFICATION 4 FIRE SPRINKLER SPEC. 5 FIRE SPRINKLER SPEC, rection 15100 - PLtlftlBMVG I Section 15300 - FIRE SPRINKLER f .., l t)0 •- GENERA 1.00 - GENERAL i 101 MIOPI ( , 1.10 CUTTING AND PATCHMN� of overfkw if the system, is tested in sect' s. tightly plug eactn opening 1.01 DESCR11110N 1.09 OPERATION MANUALS AND OWNER INSTRUCTK)NS Frrnwah 011 lobo, riatenOls, equipment and erervices required for and/or reasonably A. The contractor shall do oil cutting, drilling and patching which may be required except for the highest opening of the section under test, and fill each section Furnish all labor, materials, equipment ood seances required for and/or A Provide complete operation and maintenance manuals covering ani incidattal to the cawVletion of the fallowing work. for the installation of the work under this Section of the Specifications. section with water, but test with no less than a 10' hood of water. In testing reasonably incidental to the completion of the following work. mechanical systems and equipment that baud been installed. Three (3) A• SWAGry waste and vent piping system including connections to building sewer as B. Patching shall be of the same woilunonship, material, and finish and shall match successive sections, test at least the upper 10' of the next precedingg section copies of the mc,nuol aho11 be bound in har�lbock binders. shown. so that ria joint or pipe in the building (except the uppermost 10' of the A. Complete fire sprinklor system -covering the entire store as shown. accurately all surrounding construction in a manner sotisfoctory to Noah's. No B. Provide instructions to owner as to operation of oil equipment. B. Domestic hot and cold water systems Wo.Aiding water rA►oter, and ►eloied cutting of the structure shall be permifted without written approval of Noah's. rya►drnj slw!f bawl boor► submitted to o fast of less than a 10' head of B. Connection to existing fire sprinkler rnoins. instruction period to commence for n►inimurn of r A R C h 1 t C i ,later. Keep water it the system or in the portion urwer test for at least Pe 2) hours and ;Hall be oece�ssori+ls and controls. Connection to buikf�ny watw at ahkrwrr. C. Co-ordinate with building owner representative for connecbor,s to existing scheduled at owner's convenience. " C. Plurnbirtg fixtures, trim and occewiries including installation and support. 2.00 - M1TERiMS 24 hours before inspection starts, with the system tight at all points. system. 1.10 CUTTING AND PATCHING 4 5 A. PI i.t L ► D. Flashing and semina of roof and exterior wall penetrations for water tightness. 2.01 PIPING C. Domestic water system► shall be teslea and roved t' t under o D. Flushing and soalr of roof and exterior wall penetrations for water Pa Igh p gh pressure of g � � A. The contractor sbx;ll do all cutting, drilling and tc hin which may be S `) T L s o E. COulk enc :reolir in f{uor ur+d wort Piping pe tightness. 1 9 Pa 9 Y A. Interior Unde: ound Sunitor ulna Waste Pi " not less than 150 F'Sl. Pi I must stand the test fur a riot} of 21 hours requited fur i.P instull,;tion of the work under this Section of the A N F R A � ry p>"r>etratiwns and formed shaft 9► Y Wf�1� without leaking. ` `; , �. S C ';� _ p�tnatKxts. Service weight bell and spigot cost iror, (Tyseol) pipe and fittings, or no-hub g E. Caulking and sealing of floor and woi� penetrations and formed shaft F. gaoler for• s<xrwin fixtures, trim and f� pene-,ot.ons. B. Patchingsholl be of the, some workmanship, material, and finish and C A t. I F U R ti I A 'r a 1 1 1 n4 4 piping. pipe and fittings. No-hub couplings shall be Clnmp-all, or t� type. D. Chlorination of the domestic cold and hot water piping systems in p' F. Access doors where shown or required by cads. shall match accurately all surrounding construction in o manner 1 c 1 5 9 9 .t 5 �, C G• Access doors where shaven or raqurred by rc+Je. B. Interior Suspended Sanitary and Vent Pipir-q: accordance with standard testing procedures and loco! health department satisfactory to Noah's. No cuttirng of the structure shall be permitted H. Hongara, supports, arid guides. f reclutirements. Testing by a firm such as Bennet-Marine or equal. Submit G. Hangers, supports, and guides. a r 5 9 5 a 0 5 o 4 1. _r and Largo -- Service weight ,tyseal) bell and spigot or no-hub cast 4ithout written approval of Noah s New York Bagels. I. Clwnup of debrs and finul cleanup of drains, fixtures and equipment. iron oN be Clamp-ON, or MG type. certificate of satisfactory test results. H. Cleanup of debris and final cleanup of drains, fixtures and equipment. J. License, I,er'rnits and associated fees 2. 1 and Smaller - Schedule 4- ge!vanized steel pipe with screwed durhom E. Gns piping system sholi be tested with 150 PSIC air for one hour. I. Record drawings and operating manuals. K. Cutting, drnNir► ontt cost iron fittings for waste and vent or no-hub coal iron soil, pipe and F. Provide investigative services to determine locations of existing lumbin 2.00 - MATERIALS (Use only Factory Mutual approved materials.) ng, g patch for all surfaces in relation !o g 9 P 9 J License, _ ii'u] plumbing work. fittings. � permits and associated fees. L Condensate drains from HVAC equipment, and g system services which ore unknown due to lack of documentation eq prn, gas piping 3. No-hub couplings shall be Clamp-ail, or MG type. Contact jurisdictions and utilities companies to assist in determining K. Cutting, drilling and patching for all surfaces in relation to fire protection C. Interior Domestic Water Piping: service locobons and record sortie on record drawings. Record invert work. 2.01 PIPING/SPRINKLE IIS terio 1.02 DELATED WORK Ir,;lUDEO UNDER OTHER SECT10tr53" and Stroller - Type L' hard tempered copper with solder end fittings, elevations and provide dimensional information from structural elements L. Coordinate fire sprinkler alarm with building owner's representative - as A Materials shall conform to r,►quiremtnts in National Fire Protection A. MVAC and eitctricol work. 15500 and 16000 95-5 tin and antimony soder jointing (lead-free). or members. required. Association pamphlet 13. Sprinkler heads shall be underwritur's approved J Id. Faro Pivtec;tion work 15300 D. Condensate Drain Piping M. Notify landlord 48hrs. in advance for sprinkler drain down. for use intended Copper water tube ASTM B88, Type "td', solder with 95-5 solder, lead-free 3.03 PIPING INSTALIATION 1 Concealed AutcKnatic Sprinkler Head- W 1.03 EXAf+NNATION OF SITE type. Condensate drain pipe in ceiling space shall be insulated with 1/2' A. Make changes in size of pipe with reducir►g fittings; bushings will not be 1.02 RELATED WORK INCLUDED UNDER OTHER SECTIONS Model: JO-1 with white cover piate by Reliable Automatic Sprinkler thick Amistrong 'Armaflex", and sections butted firmly together. permitted except for bell shaped copper bushings. A. HVAC 15500 Company, inc, or eo,+ol. A. Visit -ate before submitting bid and check location of ail existing condition!; B. Install insulating unions in water n between clipper 1 E. Gas Pip;ng: Galvanized steel, ASTM-1170, Schedule 4U and fittings. n9 pipingpiping arid ferrous B. Plumbing work 15400 Instolbtion: All ceilings and soffits with gypsum board finish whlh will affect this work, verify dimensiors and locations shown on drawings F. Hot and Cold Water Piping Insulation: piping or ui ment E o or oral. C. Eiec!rical wont 16000 aria cover all costs. Contractor shall assume reasonable variations or minor P 2. Recessed Automatic sprinkler Head. 1. Hot water supply and return shall be 1` thickness sectional fiberglass C. Insiatl exposed polished chrome conne.t'ons from fixtures or Model: G with bright chrome finish head and eocutcheon orrnrsrnoris and shall compote proposed work without additional coat. Fuiturti to pipe insulation with an all service jacket and adhesive self sealin !taps. P Po equipment with g loll Reliable W 1.03 EXAMINATION OF SiTE visit site w1N trot lessen re:; bilit or entitle additional om g, special care. Show no tool marks or threads at fittings. Automatic Sprinkler Company, Ino. or equal. � � palter y c pensation fav 2. Harizantal cold water abate ceilings do cold wafer in exterior oath, or Visit site before submitting bid and check location of all existing conditions Installation: All ceilings with suspended acoustical file oro inside work aot included in proposal, chases shall be 1/2' thickness sectional fibergloss pipe insulation with D. Cap openings in piping during construction. which will affect this work, verify dimensions and locations shown on g , 0 an all service jacket and adhesive self-sealing lops. E. Provide M% red brass I h drawings and cover all costs Contractor shall assume reasonable variations gypsum board light soffit (r: required). q,ae IPS, in connection to faucets. clash valves, ase g 1.04 DAAWINt,'S 3. Fittings shall be mitered or wrapped fiberglass insulation to match bibbs or similar items r+enuiring rigid piping, Extend brass pipe from fixture or minor omissions and shall complete proposed work without additional cost. 3. Su.face Pendant Acaornat;c Sprinkler Head: thickness specified above and covered with Zeston or equal pipe to point where pipinq can be securely fastened to building construction. All Failure to visit site will riot. lessen responsibility or entit a additional Model. #G with na',,,ral bronze finish head by Reliable Automatic The occornpunying drawings sholl be conso Ted port of these specifications. Work fitting covers and secured and sealed with self-sealing insulation tape. exposed piping and stop valves in connection to fixtures shall be chrome compensation for work not included in proposal. Sprinkler Commny, inc. or equal, with friction adjustable canopy X401, egg shell with finish by Sweet k Do►aldson Manufacturing < cm and materials sf:own on the drawings and not mentioned it the specifi vice versa shall be executed as cations and 4 Acceptable manufacturers are Manville, Owens-Corning Fiberglass, plated brass . if specifically mentioned or shown in both. The Knautt or approved equal. F. Install unions odjocei,t to valves and where riecessnry to facilitate disassembly 1.04 DRAWINGS Campon) ; drawings shall be considered as schematic in nature and minor modifications of of pPlrxl, lige accompanying drawings shall be considered part of these specifications. Installation: Toilet room with sum board ceiling, closet ceiling, claire, the work to amply with the structure as found shall be r+•xz k. x.02 PIPE FLASHINGS 9YP 9• 9> #4 lead with counterf lashing ring by Glenco, Stoneman Engineering or approved G. Escutcheons: Fit exposed pips passing through floors, wulls or ceilings withWork and mc.enals shown on the drawings (and not mentioned in the or other non-public areas with gypsum bourd ceiling. 1.05 RULES AND R>_G' escutcheons. Manufacture s �ciol sizes of escutcheons from steel and rims sPecificitions and vice verso shall be executed as if specificallymentioned Cr JlAT10NS equal. p' p 4. Upright Automatic S coat some. Cut. in rourO, rectangular or square space to provide a clean or shown in both. The drawings shall be considered as schematic in natureSprinkler Hood � O A. AD work and 'nateriol shall be in ful' accordance with the latest UPC and other 2.03 VALVES appearance ox ceptatrle to the Architect. and minor modifications of the work to comply with the structure as found Model: ,#G with natural bronze finish hood by Reliable Automatic applicable State and local rules and regulations. Moth in these drawings c „��. shall be made. Sprinkler Company, Inc, or equal. V permit work �ing i conforming a 9 A. Gott Valves: Nibco T- 133 or equal, 2" and smaller. H. SupW piping indeper+den!" �f equipment to which ►t is connected. _ or specifications shall be construed to g Installation: In all open areas with no ceiling (i.e. stockroom) these codes. B. Check Valves. Nibco T--480-Y or equal, 2' and smaller. I Make copper solder joints with 9.5, 5 solder, oil' siffosi clean surfaces to be LL ICC joined free of oil, grease, rust or oxides and a 1 Ftlux to each oint before 1.05 RULES AND rrEGUlATiON , _. I 1 9 PPy I 5. Provide three (3) extra sets of each tyle Hpt►od furnished. (� 8 Furnish without any extra charge any additional material and labor when required 2 PLUMBING FIXTURES AND TT�iM heating assembly. A. All work and material shall ore in full accordance with the latest rules and r�RR Plumbing fixtures to be furnished and installed under this contract. See lumbi J. Rough-in and make final connections to ail other equipment furnished under regulations of the State Fire Marshal, NEPA, and other applicable State R. Sprinkler pipes shall be schedule 40 black stee' with Victoulic or grooved v to comply with these laws, ordino7nces and roues regardless of whether shown g plumbing p p p or mentioned in these specificatinns of drawings. fixture schedule other Divisions, requiring plumbing connections. and local rules and regulations. Nothing in these drawings or specifications fittings. All piping shall be concealed above the `unshed ceilings. C K. Install seismic hangers do pipe restraints per local codes. shall be construed to permit work not conforming to these codes. C. Areas Covered: The entire tenant's remises shall be fire sprinkled. z 1.06 MATERIAL SUBMITTALS 2.05 PIPE HANGERS AND SUPPORTS P P B. Furnish without any extra charge any additional material and labor when A. Superstrut IC--711, Grinnell, or approved equal. 3.04 FIXTLRES, DRJNS, CLEANOUTS, TRIM AND ACCESSORIES required to comply with these lows, ordinances and codes regardless of 0. Testing, A Submit for review to Noah's New 'fork. Ba s a complete and al!-inclusive list of Furnish all necessary labor, materials and 90 ) B. installation per manufacturer's recommendations. wh(ther shown or mentioned in these specifications of drawings. ry equipment for conducting tests, A. Protect find surface, from markin or damage and all expenses � � " Burin construction, pay pe ses in connection therewith Shouid leaks develop while equipment and rrnateriols proposed fur use (4 copes., accompanied by C. Insulation protection saddles of hangers or supports shell be 24 gouge g g g manufacturer's data sheets ruin sizes, capacities, etc. Data shall be forwarded P g p� g g B. Rough-in ZrfoA.D.4 requirements where rne�ssary. giving fo golvonized sheet metal of 180 degrees by 9 inch length. 1.06 MATERIAL SUBMITTALS testing, repairs shall be made and tests shall be repeated until a in a single package written 15 days after award of contract. D. Provide seismic hangers and pipe restraints as per local codes. C. Install in accordance with manufacturer's recommendations. satisfactory test is obtained. A Submit for review to Noah's New ark Bagels o complete and all-inclusive E. Hanger rods shaft be radium plated or galvanized all thrccad rod. 3/13" list of equipment cr►d materials proposed for use (4 copies), accompanied 1.07 AS-BUILT DRAWINGS size is the minimum size permitted. Size per the manufacturer's �-• instructions and secure hangers and rods with coaium plated hex head 3.05 EXCAVATION AND WKFiL�JNG by manufacturers data sheets giving sizes, capacities, etc. Data shall be 3.00 - INSTALLATION AND EXECUTION A set of plumbing plans will be furnished to the Contractor on whit`. he shall A. Concrete sawcut ail concrete paving, floor slobs and asphalt paving. Also forwarded in a single package written 15 days after award of contract. indicate the installation 'as-built' as the work progresses r nuts (double nut),Upon completion of the provide breakout services and offsite disposal of debris at a legal disposal B. Within 5 days after award of contact, submit 6 copies of a letter 3.01 PIPING INSTALLATION work, a set or reproducible drawings shall be obtained from Noah's at cost, and all F. Attachments to the structure shall be suitable to match individual site. statin an materials that contractor wishes to substitute, to Noah's for as rioted on the record set of prints shall be incorporated thereon. This conditions all types of constructions per the manufacturer's instructions. g y A Make changes in size of pipe with reducing fittings; bushings will not be O changes pr Xpo B. Excavo+ions shah be of a width and depth to safely install the work and approval. Include such information as manufacturers name, type of permitted. set of reproduciNe5, along with one set of blueprints, shall be delivered to Nooh's trenches shall include pumping, shoring, etc. per OSHA standards. material, certified ratings, overall appearance, and necessary information 3.00 INSTALLATION AND EXECUTION g Pf� ry upon completion and before final acceptance of the project. Overexcevute pipe trenches to provide a bedding material under the installed to explain function and operation of material. NI proposer! substitutions B. Cap openings in piping during construction. 3.01 GENERAL piping. shot' be equal in quality, design, utility and appearance to material 1.08 GUARANTEE C. Dispose of Surplus excavated materials, rock, decayed material, other C. Escutcheons: Fit exposed pipes passing through floors, wails or ceilings equipment or method specified. A. Su undesirable materials at a legal offsite disposal site. with escutcheons. Manufacture specuoi sizes of escutr',eons from steel The Contractor shall leave the entire installation in complete working order free Support C.i. soil piping at 5 feet on center rnaximurn and each joint and/or D. Pipe bedding and crown pipe cover to 6" over crown of pipe shall he 1.07 AS-HUILf t)W4WINGS and prime coat same. Cut in round, rectangular or square space to from any defective material, workmanship or finish. He shod guarantee to repair or fitting. Support 112' and 3/4* piping at 6 feet on center maximum. Support 1' provide a clean a> roronce clots ► replace, yC faulty p Pe to 1-1 T n at 8 feet on centers. Su g pip imported sand backfill of the river bank type free of rocks. No sea water A set of floor plans will be furnished to the Contractor on which he shall P F P p.able to Noah's New York Bagels. r e, without cFwr drfect:s due to foot workmanship or material for clod / PiP+ q Support ?• and car er i at f 0 feet P --------- - --- beach sand permitted. indicate the installation "as--built as the work taro r of one year from the daft of filing of the Notice of Completion. on center maximum. Steel piping 4 and larger may be supported at 12 feet on g esses. Upon completion 3.02 SPECW. INSTRUCTIONS E. Balance of backfill material row be the excavated material free of rock, i r center maximum except for victaulic fitted piping which sh+�fl be supported of 10 y � of the work, a set of reproducible drawings shat. he ob.oined from Noah's 1.Oa OPERATION MANUALS AND QW 4LR INSTRUCTIONS feet on center maximum. decayed material and other undesireable materials. A. Contracto, shall be c of architectural reflected ceiling ENCON� F. All backfill shall be 9576 compacted by pneumatic tamping, vibratory plate of coa! cognizant g, ono all changes as noted or, the record set ��f prints shall be og . gIan and p incorporated thereon. This set of reproducibles, alone with one set of shall locate sprinkler heads in a symmetrical pattern were possible aQ ENERGY a CONSERVAMN a COMPAW A. Provide complete o ation and maintenance manuals covering oil mechanical or roller machines. No jetting is permitted. i,. ... P g 3.02 SPECIAL REQUIREMENTS, RESPONSIBILITIES AND TESTING blueprints, shall Ix� deliverer to Noah's upon romp.Uon and before final shalt center heads in center of ceiling file sections, 4940 Ei Camino Real, Siite 203 systems and equipment that hove boort installed. Three (3) copies of the manual acceptance of the project. Los Altos California 94022 shall be bound in hardback binders. A. Install piping h r p ry 3.06 PROJECT RECORD DOCUMENTS B. Contractor shall submit preliminary fire sprinkler head layout to Noah's for , ( ) p p n9 general level, free o. limps and unnecessa bends, to conform 1.08 GUARANTEF. review and approval r tel 4t 5 961-8095 B. Provide instructions to owner as to oWatiom of all equipment. Instruction with buildir.i requirements. Pipe to be free of defects, and installed to avoid Print and reproducible drawing will be furnished on which the contractor shall pp prior to start of shop drawings. Submit (4) copies to fax J (415) 964-3754 period to commence for minimum of (2) hours and shall be scheduled at any possible galvanic action by isoloting dissimilar metals indicate the installation record as the work progresses. Upon completion, The Contractor shall leave the entire installation in complete working order Noah s or General Contractor. owner's convenience. B. deliver the record drawings to Noah's construction manager. free from any defective material, workmanship or finish. He shall guarantee END OF SECTION NO. DA�'E 188M Apply a water test to the waste, and vent systems whether in its entirety or in sections; if applied to thnE: entire system, to repair ar replace, without charge, defects due to faulty workmanship or - t 07 25.96 PERMIT tightly close all openings in the material for o rod of one from the dote of filing of the Notice of pe g _ piping except the highest opening, and fill the system with water to the pant END OF SECTION Completion. 'TI OUTLET PRESSURE GAUGE 1 2"CWF TO PlAWRING FIXTURES 1 �-- /; -- 1 `2" FILTERED COLD WATER (Cpc' WF) FR(W -- AND EQUIPMENT INLET PR SSURE GAGE r----- -- TO BUILDING VENT S f JF tiil --- '� JAN. CI-OSF? MOUNTING, POINT -- MOUNTING PLATE - +1" GAS LINE W/E`�CUTCHEON / 3/8" FILTERED CW WITH �) - 30 99 MOUNTING POiNT IW TO NEAREST FS COUPLINT -'- -------- � - UNSUFTf:NLII W/ESCUTCHEON -- -- - - ICEMAKER - -- WALL ' �a HW SUPPLY 3/4"CW - -- - UNION 1/2" COPPER PiPE -- FDF � 112" CW I I COUPLING - ___ _� - MAWM MILE SEISMIC BRACING MR. STRAPS - - - INi-ET i ___L SECURED TO WALL STRUCTURE 3 /4"CW -- - _ --- --- - -- .`�" (MIN) WALL_ CLEARANCE "• --� "` REQUIRED FOR PROPER •6" Fl_UF --- +� SOFTENED 3/4 CW TO MOP SINK ~ ! _ ' SINK --- � OPERATION •- `-- -� PLUMBING (BY M.C.) 3/4 CW TO MOP SINK BALL VALVE I SPECIFICATIONS _�___.__. ► BALL VALVE - BIN j= := IMP. dt PRESS.__-_ - .:. VENT 3/4" COPPER PIPE CHECK VALVE -- i /--CHECK VAI_VF COUPLING -- W/3 VALVE -6"(MIN) AIR GAP REQUIRED W/ 3/4" DRAiN �_ II ------- DRAIN LlNL I I � 1 8" TURING TO MOP SINK - , *GAS UNION - - ' TO CENTER LINE 3/4' INDIRECT WASTE __ ____ c't J, , COCK - DRAIN WATER I OF PiPIE 10 FLOOF SINK "�''��`n�` -`� SOFTENER - - 1 10,663 - 3/4" . iC FLP. DRAIN IL SYSTEM STORAGE L_. �._ ____ .___ _.J 2" (MIN) WAS1E `''` � aC� _. -- - FLOOR-- ii'T77 TO SANITARY SEWER B1 r Z„ ORE to PRO.�CT NO. Netlto.tJo TANK FLOOR SINK soIv 7-1-7- Fly LUSH W/FLOOR --- �,NT f1Al,�f a-�;J -- - -- 710Po 2.DWG CAM F1L.E NA AAE t ----- - _ - 7 T 7 TT7 77T7 TT TTT7 l7-7 -. --- DRAWMO NO, MANIIA) THERMAL EXPANSION _ DRAIN VALVE TANK IF REQUIRED BY FT0_PGAS WATER COLDRiNK TRIPLE SUB ASSEMBLY - TO BUILDING ` LWF R, -" LOCAL AUTHORITIES HEATER ONLY BY OWNER .._ i6 GA. Si-tT. _____ ___ sicrvarur�:- � _-_..__ _J _ _ (A) PLUMBER CONNECTS DISHWASHER TO PLUMBING SYSTEMS. SYSTEM JUN 3 , - PO . 2 MTh_. DRAIN PAN � NOTE MOUNT OVER DOUBLE COMPARTMENT SINK. _ � y g Porifir.Hwy. 15660 SteA-4 SCHEMATIC COLD HOT WATER SYSTEM DIAGRAM JAN. CLOSET 3 WATER SLI ER INSTALLATION 2 ICE MACHINE PLUMBING 1 , ©UP 96-0450,MEC 96-0212 - ?7 II' this nulice appear:; cicarcr 11),111 the docurnerll, the document is of rri.lrg,in;rl i�i �l�l ��i�i�i I��f �1�t ill t i1+1�I1�i�+�+ + Ia1Ii��llili�� l�l�ltl�l�1�� I�II►IIlII!(I i iiil III �+t��i �l�i�i INC" Ment a CHWA 14e2 4 X flll'IIiiilTllf'ffli fllfliNl !il(�111ti11P flflffl4llil (bill( I((�lll! (t(I�Illliflll�IIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIfIIIIIIIIIIIIIIIIII�IIIIIIIIIi111IIIIIIIIIIIIIIII�IIIIIIIIIIIIII Ilfl�illl iIIIIInliulilnll ilntml ili�ItlllhiT iTi - lt f rnllril► M•.: , - I Com` . v r 1 r SHEET NOTES ' Q 2" W. ON, 1 — 1/2" VR, 3/4" H&CW. DN. TO HAND SINK R s� ' 1/4"CWF DN. TO COFFEE MAKER. WQM N'S RFSTROOM t4EN R STROOM } Ott) .pREr- AREA r �'' < 1/2 HW. DN TO OVEN ,/2"GAS DN. FROM ROOF. FOR CONTINUATION SEE ROOF PLAN ON DRAWING M-2.1. 0 1 -112" LAS� DN. TO OVEN. PROVIDE CAS COCK, VALVE DIRT LEG ' 4 1 5- S A N 5 v M t PM3 _ i ) V;I, 3/4"H&CW.DN, 2"IW TO FLR. SINK �t I T c s 0 • - 2"`/TIS CE 16 � � LV 1 � �'�_ o- 4"C F 8A N F H A �', :. � S c v r D M LI CASE TO FLOOR SINK •• � --•I n . ._.. -�.. _ ..__.. �- �— � - � f kU ROOF OR MAU- 11. P I Tx _,-, .-�;�'� �� 1 . I =- .t- _�:... � SEE PLUMaING SCHEDULE FOR MO TEL NOPRUVIDE RBFF' r _ 4 1 s 9 b 4 C 5 0 i � . 1 a _ - ❑ FOR CONTINUATION SEE ROOF PLAN ON DRAWING M--2. 1 . 4 ' 0 S 4 0 6 0 ` 4 PVC PIPE BEL�O'W THE FLOOR I•- " " yyC 1 I —p - -- - 3/4" GAS DN. TO WATER HEATER. PROVIDE GAS COCK, VALVE, 4" �I � 4 r �,� � -- & DIRT l_E(a. ; i 5 I \ KE4 I � 1/2" HW ON TO PROCIF BOX. J , 1 2"W.DN 1 -1 2"VR 1" A .I ' S BOUT / CW DN ND (.I,IRIBUTE TO WC & �V r'OR NOAH'S SP NCE ., r �..� 14 11 24X 2 W DN. 1 /2 V F & CW DN 0 LV -- 1 R � " i KE 1 4- �.. _ 3/4" 4" i •8, i w 4 FCO I I 0 1 -112" VR IN THE WAI-I -2 C i; t ( �,� _._ I I FOR CONTINUATION 0 3/4 CWF-.DN TO CARBONATOR AND iCE MAKER z" �--_ — -- — l .__.,�: ;_. - i 41/2w� _ J KE2 � ' OF PIPING SEE DETAIL R 4RE•A / a' — -z.-► -- . - - _ I Z AND 3 ON DWG. P Q_2 3/4"CD FROM WALK IN F"REEZER, REFRIGERATOR AND RETARDER �`�• 11J �. "�' i�411, F1 - 1/ - -- -- _ I MINKOnN. Ari � 3/ CD FROM AC UNITS SPILL INTO FLOOR SINK . t i i pM6} t 05 ' • � FOR CONTINUATION SEE DWG M2-12 (n PM3 PM3 ! ; 4n {PM3 ; , 1 --3/4' 4"FCO ( I 4 FCO . .. ' t �,. .... ..r. ._ ..r_ _ .T- .... �: I ...... _._ _.. _ _ �_ 1 _.. _ ._.. E r ` pM2�] C� � r_ I F M --.1 i i i i ' I i �M4 � O .>" ;,E 1 4_ /4"� E. . . �4 PM3 �"''VTR8 V �--1 -1 2' I T'— I ` ! I PF `` PF3 I I I "ccLL. cr _� I � ._ r i � � I i � � � �� I l F1 � (E)4"SS LINE t _1 I 1 -1/? _ f VERIFY EXACT LOCATION, rr 1 f - INVERT ELEVATION AND W 1 --��—.•- jj rr , i_�fi__ri..�_f_ �- y ► I ! I 11 �'`�"—'� -- -- J J I J I i DIRErTION OF FLOW I L . ... . IN THEFI w ._ _ �`="-� ._.�.. .� ..,_ .. �. .�.__ �__ �..�._.._. .._ ► GENERAL NOTES 0, wI � 1. REFER TO DETAIL NO. _ FOR WATER HEATER INSTALLATION. THE WATER HEATER 00 1 2"VTR PM 1 1111` 4 001'.-t I rOFt IS (GAS) (EEC ON TNS PROJECT. +0 a05SMlf nA GRINO;,-R. 2 2. VEGETABLE' SINK M!, !.i NO USED ON THIS PRUIECT. r 0 ell 3, AROVIDE l►T!!_ITY SERVICE CONNECTION TO EQUIPMENT ACCORDING TO THEPLUMBING AND FIXTURE SCHEDULES ON DRAWING P-1. « 4. COORDI:ATE All NEW WORK WiTH (E) CONDITIONS (DUCTWORK, EQUIPMENT, F�IPING, AREA ,; I �;� VALVES, ETC.). REROUTE OR RELOCATE PIPING '#HERE REQUIRED TO CLEAR (E) O OBSTRUCTION. --- - 5. CONTRACTOR SHALL COORDINATE INSTALLATION 01 PIPING AND WORK OUTSIDE OF LEASE SPACE WITH LANDLORD'S CONTRACTOR. z 6. SEAL WEATHER TIGHT ALL PIPES THROUGH ROOF. 7. PLUMBING CONTRACTOR SWILL PROVIDE A CONDENSATE DRAIN UNE FROM THE NIPPLE AT EVAPOP,AFOR SECTION INSIDE REFRIGERATED ;jOX TO A FLOOR SINX. CONDENSATE DRAIN UNE ':XPO%.D INSIDE THE FREEZER, COOLER AND RETARDER WALL BE WRAPPED WTH HEAT TRACT' Hl( EQU"ENi SUPPLIER. PLUMBING PLAN SCALE: 1/4" � ,'-o" ENCON ENERGY Y CONSERVATION • COMPANY 4940 EI Comm Reo1, Suite 203 LOQ AitOI`. COlffWiilcl, 9�2 tel 0 (415) 961-8095 fax 1 (415) 964-3754 HO. DATE ISSUE 1 07 25.96 PERMIT Aft ORAWiNQ TM PLUMBING PLAN, RISER DIAGRAMS, CALCULATIONS 10,663 SCALE AS SHOWN PRO#CT NO. _- N01710 00 •, , �� pcpH CAM ME fYAWE 1710P 1 DWG .� P '`f ( �'.,.. , `,. ,a, CSR ,\tv '��' •••.�r�+�— DRAW�If;# NO. ' • cul. L :5 logo r P281 i .. � • ��-+F-�fit..._ - _ Pbci(ic Hwy, 15660 Ste.A-4 '� JUN 3 SUP 96-0458,MEC 96-0272 --+�.i --... ___� _ly �- E XPIRATICN 28033 If' Ihis n0lire -.1ppem-s de'll-cr Il,,,n Ilse document, file docs:ment is of 111,11-ginsll �, ►IIII� tIJI►!� a�►l�f��#��► 4�l��;�I�I t 1�1�I�l�l�l�l�l I�I�I�i't�l�l � t�lllltf iIi(t " 'lll�tit �►Illi I I �I�I�l�i�l(I') I�IJ►II�I�J�! I I'Ikl�l�l�i�lt i�� .:��I�J�t INCH MAD[tl1 CN " ` IIIIIiiillitlt�Il IIHiiIiIl�titliirtli� iil�(t#f;}f�l�tll IIIlilllf IiIIIinI Ilhllnlliill!(IIfIiIIiIIIIIIIiifIIiIIIfIIiIiIlII111111111illiflllllillillllfilllillllllllllllllllilllllllll Ilfifllli (iIIIifil6(iil�lfll ilitt'ttli fflt�lttllt -�1 , �Inl;r,ll '' s - PANEL SCHEDULESEDULE - - -- _- --- __ _ �- SYMBOLS LIST -�------ ---- - NUMBER EQUIPMENT CATALOG VOLTAGE'/ AMPS NEIv1A MOUNTING COMMENTS -+ ► 12012 VOLTS 3 PHASE 4_WIRE MAIN MOUNTING MFR. AAODEL PHASE UTLET REQUIREMENTS PANEL A EwsT1NG 400 L u ( N SURFACE TYPE SUS --�----- pE1 BAGEL DISPLAY CASE SPARTAN 120 10A 5- 20 J--HOX AT BASE OF HARDWARE TO SWITCH PROVIDED A( BASE r - FtUpREscENr FIXTURE. CKT LOAD DESCRIPTION KR w PHASEKVA LO RKR w LOAD DESCRIPTION CKT. .� UNIT OF UNIT +15 AFF PROVIDE CONDUIT/WIRING TO OFFICE FOR (D o DOWN•-UGHT FIXTURE, NO. & LOCATION P T fi�8 t P T & LOCATION N0. .__._ RECESSED CEIUNG MOUNTED. I ------� �- K 3 12 .00 1. C 1 20 12 LTC STOCi(ROOM L13 2 • CE3 CASH REGISTER 120 .35A 5- 20 FU'URE COMPUTERIZED SYSTEM. NK 12- 1.00 1.62 C 1 20 12 LTC KITCHEN N 4 PROVIDE DEDICATED CIRCUIT. Q 5 - V- K 20 12 f.00 1.20 C 1 20 12 LTG - SALES AREA 6 " (J DOWN-LIGHT FIXTURE, RECESSED CEIUNG MOUNTED ADJUSTABLE. (WALLWASH) CE4 DELI CASE CtRtOSE3ANC/5100-250 120 9.tA 5-20 +15 AFF 7 !!TE C I TR 1 20 fl.60 5() C 1 20 12 LTG - SALES 8 ---- Q PENDANT HUNG LIGHT FIXTURE. 9 PROD BOX CONTROLS K 1 20 12 0.84 .36 C 1 20 12 LTG - FiltRIOR 10 CE5 SELF SERVE DELI CASE CRIOSBANC 110/1 9.1 5--20 +1 r AFF _._____ , 11 P BOX K 2 6 4.0 0.20 1 20 1 - 12 EMERGENC r EXIT SIGN. 13 -- -- K 6 4.0 1 20 SPARE 14 CE6 SANDWICH PREP TABLE BEVERAGE--AIR/PT119 120 5.5A +15" AFF COMPRESSOR, CORD AND PLUG SUPPLIED 15 WALK IN-R'"F LIGHTS K I 2 p 12 U.!50 1.20 0 1 20 12 SIGN 1 B - "- WALL MOUNTED TIME SWITCH. 17 RETARDER LIGHT'S K 1 20 12 p 1 20 12 REC SHOW WINDOW - 1$ CE7 l DRINKS CASE BEVERAGE AlR/MT66 120 12A 5__20 +?5 AFF SET IN PACE BY GEN C.,pN'fRACTOR. CORD, ® J E 6 0 J MARKETEER COMPRESSOR, 5" CASTERS & PLUG SUPPLIED A N F R A 1v C I S f; C; 1 WALK IN FRE, ItGHTS K 1 20 12 0.96 U.20 D 1 20 12 REC - S+44W WIN FLUORESCENT STRIP FIXTURE. 1 WALK IN _FRt:t:.ZER IEVAP) 1. 1 5 .20 G' 1 20 12 REC -- CONVENIENCE OUTLET 22 MICROWAVE AMARA RC27 208/t 2.2K 6•-20 +5T AFF-MOUNT �- C A � 1 F J R N I A 9 �I 1 1 1 K 20 12 1.5 0 M f 20 12 DF- 1 24 � CEB HORIZONTALLY ILLUMINATED SIGN CONNECTION. PROVIDE DISCONNECT SWITCH. VERIFY CONNECTION T .. I 5 9 9 4 0 5 0 L` U K 2 1211.35/ 1 20 SPARE 2 BAGEL TOASTER APW WYOIT AT. 0 S REQUIREMENTS WITH SIGN SUPPLIER. CONNECT COMPLETE. 7 - K 12 1.35 1 20 SPARE 28 CE9 / 208/1 890 6- 30 +58" AFF.-MOUNT WIDE MOUTH MODEL W/3 OPENING t3 a C 5 0 Q - - K 3 1.33 1 20 30 HORIZONTALLY $ SINGLE POLE, SINGLE THROW SWITCH AND BOX, WALL MOUNTED, +48". 31 WALK IN CU K 1211.33/2.9 11 3 8 ----- 32 CE11 COFFEE MAKER FETCO CBS-52H DEDICATED CIRCUIT. 50A REC. W/ PLUG / 208/1 29.6 6-50 +5g' AFF a SINGLE POLE SWITCH AND 19OX, LOWER CASE LETTER INDICATES CIRCUIT OR Fv ;? ---'-' k 20 t, M 8 AC - 1 34 TO BE PROVIDEU BY G.C. LAMPS CONTROLLED BY SWITCH. +48". 35 ( K 2 12 1,35f2 95 M 5 8 ------ CE12 COFFEE GRINDER GRINDMSTER 250A 120 9A 5-20 +58" AFF $T HORSEPOWER RATED TOG(;LE SWITCH WITH THERMAL OVERLOADS. 7 -- K p 12 1.35 --- -- - 38 DUAL HOPPER GEI FLUSH MOUNTED PANELBOARD. 3 MALI 1 _f!M 1 2 12 1.01 3.1 PANEL. 'B' 40 CE 15 BUN SLICER OLIVER/702 110/1 7,2 6-20 +5th' AFF 41 - 1 M 1 12 0.86 5.29 --- --- 47_ _ TERMINAI. CABINET. MIN. CB INTER. CAP T 30.96 27.05 30.58 KE1 OVEN REVERT 620 208/3 3KW 6-20 100" AFF-, TOP RIG OVEN REQUIRES TWO ELECTRICAL CONNECTIONS � AMPS 120/1 5A FRONT OF OVEN -- - CONDUIT INSTALLED CONCEALED WITH 2 112 WIRES LION W TOTAL. CONNECTED LOAD B8.-- KVA PROOF BOX REED OVEN CO. 120/1 7A J-BOX WIRE DEVICES TO CONTROL BOX. FLASHING do TOTAL DEMAND LOAD PER NEC _ _ KVA / t92.6 AMPS KEZ +105 AFF COVING BY CONTRACTOR. 24 HOUR TIMER IS �y FLEXIBLE CONDUIT WITH CONNECTION r0 EQUIPMENT 208/1 8KW 6-50 FACTORY INSTALLED. 0 I PANEL. N C-- I , B , 120 208 VOL-TS 3 F'I-IASE � WIRE MAIN MOUNTING -- � , '� E L TYPE _ `'OW-R--UNE 2 OR kE. BUS 225 LUGS ONLY URFACE KE11 TIME CLOCK SIMPLEX TR-2C 120 5-20 +17' AFF 60 HZ 2 AMP CONTINUOUS, � CONDUIT HOMERUN TO PANEL, TERMINAL CABINET, ECT.. "A-i" INDICATES DESTINATION 6 AMP INTERMITTENT A 1 OF HOMERUN (LETTER INDICATES PANEL, NUMBER INDICATES CIRCUIT). '~ CKT. LOAD DESCRIPTION BRKR w PMA E ir KVA LOAD BRKR w LOAD DESCRIPTION CKT ui "- � O: WALK IN FREEZER T13D 208/3PH 11 . 1 REMOTE CONDENSER ON ROOF "' CROSS HATCH INDICATES NO. OF #12 WIRES (IF MORE THAN TWO) IN ADDITION TO GROUND NO. & LOCATION o P T Fr $A �B �C O P T 3 & LOCATION No. PFI VERIFY W/CONS 10 C� 208/1 114A STRUCTION MANAGER EVAPORATOR SECTION WIRE. NUMBER INDICATES WIRE SIZE IF OTHER THAN #12 SIZE CONDUIT TO CODE. , • 1 REC - CASH WF2AP U 1 20112 0.40 t. K 2 10 BAGEL TOASTER 2 120 1 8A LIGHTS HEATERS ETC. CONDUIT RUN UNDERGROUND. SAWCUT (E) CONCRETE SLAB FOR (N) 1- CONDUITS. • 3 OEC - CASH WRAP D 1 20112 - 0,40/1,95 K 30 10 --- - 4 PF2 RETARDER TBD 208/1 t 3A VERIFY W/CONS- REMOTE CONDENSER ON ROOF -- PATCH (E) CONCRETE TO MATCH IN LIKE AND KIND AFTER INSTALLATION OF CONDUITS. COORDINATE ALL UNDERFLOOR WORK WITH LL'S REPRESENTATIVE. 5 REC - BAGEL OISPIl�Y CASE K t 20 12 41.20/ 1.1 K 2 12 MICROWAVE 6 120 1 4A STRUCTION MANAGER EVAPORATOR SECTION d' ' 7 = CASH WRAP D 1 20 12 0.40 1 1 K 20 12 -- --- 8 PF3 WALK IN REFRIG TBD 208/1 13A. VERIFY W/CONS- REMOTE CONDENSER ON ROOF CONDUIT STUBBED OUT WITH BUSHING. }' c 9 R C 1 K 1 20 1 1.10 1.95 K 2 t 0 BAGEL TOASTER 111 REC - SCALE K 1 20 12 0.2 1.95 K 30 10 ------ 12 0 1 120 1 4A STRUCTION MANAGER EVAPORATOR SECTION RECEPTACLE 20A, 125v DOUBLE DUPLEx. NUMBER INDICATES CIRCUIT. MOUNT Q +15" AFF TO CL UNLESS OTHERWISE NOTED. SODA DISPENSER CORNELIUS-DURAFLEX 150 110/1 4.OA TO BE MOUNTED _ 13 REC - DELI CASE K 1 1211.10/0-661- K 1 20 -12 SANDWICH PREP TABLE 14 IED 6-20 0 15 REC ~ FI G 1 2 12 0.20/0.80 K 1 20V2 BUN SLICLR 16 � JUICE DISPENSER CRATHCO - E47 110/1 5.5A BELOW COUNTER � RECrPTACLE: 20A, 125V DUPLEX OUTLET UNLESS OTHERWISE NOTED. NUMBER INDk:ATES 'T^ 17 REC -- COFFE: MAKER K 2 6 x.10 .I'�3 K 1 20 12 REC - ICE MACHINE 18 ICE MACHINE HOSHIZAKI / KM--500 110/1 7,5A 6-20 COORDINATE WITH VENDOR FOR CIRCUIT. MOUNT +15" AFF TO CL UNLESS OTHERWISE NOTED. 1 --`--' '- 40 6 13.10/680- K 1 20 12 REC - CARBONATOR 20 BV2 CAR80NATOR COKE 43015 110/1 4.OA 6-20 +86' AFF MOUNTING HEIGHTS � SPECIAL PURPOSE RECEPTACLE OUTLET; LION VERIFY NEMA CONFIGURATION �- O 21 REC - DRINKS CASE K 1 20 12 1.44 0.40 D 1 20 t REC - TIME CLOCK 22 _ 23 REC - SODA JUICE DISPENSER K 1 20112 O g,� u 40 K 1 20 12 REC - WATER FILTER 24 „� VERIFY W/C01,�- OF EQUIPMENT PLUG. V BV4 TEA BREWER BI,NN - TU3 12011 15 5-20 T�, . -- 5 REC - PREP. TABLE K 1 20 1210.80/0.20 G 1 20 t2 REC. - CONv. _ 26 _ STRl1C.,�N M�,NAGER C� CEILING OR WALL MOUNTED JUNCPON BOX, CONNECT COMPLETE. U„ CC • 7 REC - ROOFTOP & SD G 1 20 12 1.20 1 20 SPARE 28 A. - T K 1 20 12 $0 1 20 SPAR 30 L 8 S L: SWITCH FOR O.S.C.1, L.E.D. NUMBERING SYSTEM. WIRE TOGETHER PER MANUF. SPEC. W < �.! • 31 _ECURITY SYSTEM D 1 20 12 0.40 1 20 SPARE 32 B: BUTTON ON FACE OF CASEWORK FOR DOORBELL WIRED TO BACK PRODUCTION AREA. �. .33 REC - STEREO SYSTEM 0 1 20112 0.40 _ 1 20 SPARE 34 • 3 R - SAFE D 1 20 12 040 1 20 SPARE 3 LIGHTING FIXTURE SCHEDULE S: BUTTON ON FACE OF CASEWORK FOR SECURITY ALARM (BY OTHERS PROVIDE SLEEVE IF REQ. IN SLAB '10 WIRE SEC. BUTTONS TO OFFICE. '��• • 37 REC - GENERAL D 1 20 12 0.40 2.95 M 3 8 _______ 38 � MAXIMUM • 3 REC - OFFICE D 1 20 12 0.40/2-9 M 8 AC - 2 40 FIXTURE UANTI SYMBOL CATALOG NO. L11MP TYPE FIXTURE REMARKS DOORBELL WIRED 10 FROMT SERVICE AREA 41 REC - COMPUTER U 1 20 12 0.40/2.951 M , [35*18 --.-- - - 42 TYPE MIN CB INTER. CAP. S TOTk . 14 26 13 19 15.29 DESCRIPTION WATTAGE00 AMPS 4" ROUND LOW VOLTAGE MR 16 W CHAMPAGN DATA OR TELEPHONE OUTLET. TOTAL CONNECTED LOAD -}2. .65. KVA A 6 W/CHAMPAGNE GENERAL � M Ci* LC)L2000LV/2012 ALZAK REFLECTOR AND ADJUSTABLE HEAD (1) 5OW MR 16 50 DOWNLIGHTS M MOTOR FURNISHED ANC INSTALLED UNDER ANOTHER SECTION, CONNECTED BY L �Cy , TOTAL DEMAND LOAD PER NE.0 ._._ .52.78 KVA /-Ii-l- AMPS -.. ELECTRICAL CONTRACTOR. r .,- A 1 28 • LOL 1002P1 / 1012 S" ROUND LOW VOLTAGE 50PAR,30/CAP/NFL (1) 50W PAR30 75 GENERAL DOWNL.IGHT ® DUCT TYPE SMOKE DETECTOR. ' • HANDLE LOCK ON DEVICE. LN;CA`s/NFL '- [}1 HEAVY DUTY FUSED DISCONNECT SWITCH. SIZE AND TYPE AS REQUIRED WITH DUAL 5. -- 8 20 C-� LOL 9021 WH GIMBAL RING TRACK FIXTURE 50W PAR 30 50 ON LIGHT TRACK ELEMENT FUSES. SINGLE LINE DIAGRAM © SPEAKER PROVIDE BY OWNER. SEE DEi�AIL. THIS SHEET. 67 ;M, . . C LOL 9108 -" •� �' C 1 1 LOL 9104 4' TRACK STRIP N/A N/A O EQUIPMENT 'DESIGNATION. C2 -- LOL 9102 2' TRACK STRIP N/A N/A O SHEET NOTE DES ENATION. �i � D 2 LOL 6190WN, GIMBAL RING TRACK FIXTURE vN/ SINGLE (1) 50W PAR 30 `i0 C MONOPOINT METER SOCKET PER POWER COMPANY REQUIREMENTS. E 4 T=`_� LOL_ KLT'240120SO 4' 2-LAMP FLOURESCENT STRIP (2) FO 32W T8 N/A JANITOR CLOSET, �,-�4 CIRCUIT BREAKER. TOILET,EASEMENT !; i TWO MINUTE TIME DELAY RELAY WITH SEPERATE SWITCH FOR LIGHTING. QlEi4til► • I ONSMATION • C01/MN>I �-. LOL- XT2.GVA340120SO 2 X 4- 3 LAMP TS LAY-IN W/ N/A F g -� (3) FU 32W TS -- --- 44Q G Camino Real, Suits 203 ELECTRONIC BALLAST" W,�K 12 1.25 LENS Los Areoa • 99022 Y, x s PROLUME 201 U LED EXIT SIGN - GREEN N/A N A ABBREVIATIONS al + (415 961- M 754 - SINGLE REFLECTOR GOOSENECK WALL_ BRACKET A AMPERES. N NID. DATE a" H 4 � SPERO 6210 WHITE 90W PAR 38 N/A ( ) NEW. 1 0125.96 PERMIT 1 BRACKET WM-GN24-SPD, COLOR: WHITE AFF ABOVE FINISHED FLOUR. NC NOT IN THIS CONTRACT. PANEL TO BE PROVIDED ----�"' PANEL __ --J PANEL. "B" M g _ SCHGOL HOUSE PENDANT W COMPACT (1) GE CB CIRCUIT BREAKER. BY LANDLORD UNDER CONVERSION KIT-COMPACT FLUORESCENT FLE28Q[3X/SPX27 N/A NWEC NOT INCLUDED IN KITCHEN EQUIPMENT CONTRACT - ANOTHER CONTRACT �200A - CL CENTER LINE NTS NOT TO SCALE_ N _ GLOBE WALL SCONCE W/COMPACT (1 ) GE EXISTING. �" CON'VERStON KIT-COMPACT FLUORESCENT N/A (E) P 'DEEB. I --- 2.5"C-4#3/0,1/6 GRD --- FLE2.8UBX/SPX27 EF EXHAUST FAN. PFB PROVISIONS FOR FUTURE BREAKERS, INCLUDING BUSSING �- �`--' .,• MOUNTING HARDWARE. EM 2 � SURE-LITES CC2 TWO HEAD EMERGENCY LIGHT N/A N/A -"- "�--_-- -` - - -- - IG ISOLATED GROUND PROVIDE FURNISH, INSTALL AND CONNECT. / 50W MR 16 50 KA 1,000 AMPERES. REC RECEPTACLES. J _ � SIC B)�ORNNG TRACK FIXTURE W SINGLE KVA 1,000 VOLT AMPERES. T TRIP AMP. -- -- -._. _--- ____----_ ------ WORK UNDER THIS CONTRACT _ BK LIGHTING, INC " � • K SIGN STAR STYLE "C" 50 W FLOOD AF AMP FUSE UON UNLESS OTHERWISE NOTED. S/N--9--BLP--9-36 C-C GOOSENECK WALL BRACKET - EXTERIOR .,U LTG LIGHTING. WP DENOTES WEATHERPROOF OUTLET OR DEVICE. ORA WINO TITLE C CONTINUOUS LOAD SINE LINE DIAGRAM NOTES LOAD SUMMARY K KITCHEN EUUIPMFNT G GENERAL RECEPTACLE ELECTRICAL. I.EC�EN�� I. ALL NEW COMPONENTS SHOWN ON THE SINGLE LINE DIAGRAM SHALL BE, LOAD TYPE -� -� DEMAND kVA D DEDICATED RECEPTACLE "SERIES-COMBINATION RATED SYSTEM" ADEQUATE FOR THE MAXIMUM FAULT __ _ _ _ _ M MECHANICAL LOAD NOTES, & SINGLE CURRENT AVAILABLE AT THE POINT OF APPLICATION, INCORPORATING THE CURRENT LIGHTING LOAD ® 125% PER NEC 220-3 � 6.16 x 125% 7,7 �_ - LINE DIAQRi/�\M LIMITyG DEVICES AS SPECIFIED. S140P DRAWINGS SHALL INDICATE SERIES-COMBINATION DEDICATED RECEPTACLE A 100X PER NEC 22'0-3 5.8 x t00X 5.8 �� _ RATING AND INCLUDE A DOPY OF- ALL LABELING, INCLUDING RESPECTIVE UL LISTING. - -- - -�- -- -- - -- DRAWING LIST RECEPTACLE: 100% FOR FIRST 10 KVA h 50% FOR 1.6 x 100% + 0.0 x 50% 1.80 r...,...�,,. 2. FIELD VERIFY ALL. EX15TI'yG CONDITIONS. REMAINING PER NEC 22U-.3 - �� 3. ELECTRICAL CONTRACTOR SHAL!. THOROUGHLY INSPECT AND TEST ALL EXISTING 20 UNITS OF KITCHEN EQUIPMENT LOAD 'J 3-" " _ ..____.___.....l 3E RCUSED. REPORT TO ARCHITECT / OWNER / ENGINEER ON 55.08 x 65% 35.6 E0.1 ELECTRICAL LEGEND NOTES SCHEDULES �c SINGLE LINE e�♦ sGAL� - 6 UNITS AND MORE ® 659 DEMAND PER 22U--20 � � � .- RAID EQUIPMENT TNA I WILL f ANY REQUIRED MAINTENANCE OR REPAIR ITEMS. -� �- -� ��+�+� _.__ PfKMCT NO. NBIN0.00 HVAC: 125% FOR LARGEST MOTOR do EO.2 ELECTRICAL_ SPECIFICATIONS oaF�N ;r- cADO F1EE Ni► ?7TC fi'TDW�' 6.23 x 1253 + 13.36 x 1 t)OX 21.1 ) r 4. ALL EQUIPMENT IS NEW, UNLFS' OTHERWISE NOTED AS EXISTING. 100% FOR REMAINING PEI? NEC 440-7, 430--24 os r,h / _ -`�-�� !�'��-��-- "-- --------'- - -------- -------- E21 ELECTRICAL LIGHTING AND POWER/SIGNAL PLJ\NS �'q, F--• ,.' �� . 5. ONLY U.L. LISTED EQUIPMENT SCALL BE USED. E3.1 LAN AND TELEPHONE SYSTEM 6. ALL WIRE IS COPPER, TOTAL KVA LOAD 72.25 E4. 1 ENERGY COMPLIANCE FORMS - LIGHTING JUL 2 5 1991! Eo ,. l P��Ir�Hwy, 15sso Sl®.A-4 TOTAL AMP LOAD ® 120/208V (AMP) 200.7 - �- .1 S GN�.1 URE BUP 96-0458,MEC 96-0272 -' - --- - ---- - ----- --- JUN 36 ,y98 29 0 3 cx,lanrrol4 If this nulice appears clean r thin (lie document, the document is of marginal qu.1,.1 �. I{�{e��1�1��I�r .}.- ::�IlI�� 1�1{I{I'I{I{L{� ��IlI{I�IlI{III{I!ljl�l�lll i Ijlji{I ;Il►11 i ijI{i!►�I{I{I i�I{I{i{i��li{i IlIII{i�illl�� 11��#�f#4� ��II{I�IlIII t111�I11111111{1111 III►l1N11IH�111i IFI it ff11''IIII � �II 111!{1111 IIIIlI111IIIIfl11'IIIIIIIllillliliil111111111l;IIII1IIllflitlllljl111IilIIj1111111IIl�ililllll�((IIIIIIIlIlIil(III{II(I�I(I111111 IIIIlUiilllll�IIII flll�t111 (I11lIfiilNtf� 11 fl{flifl r �fr�4a'Y nu�` ir°L`terIfil :.:.. .F ac:a?M tul.dn� tie ,a :4 a. r ,aApo , SECTION 16000 - ELECTRICAL SPECIFICATIONS PART 1 GENERAL, 1.1 SCOPE OF WORK: 1.13 SUBSTI TU TI+ �r, 2.5 WIRING DEVICES: i A. Furnish on,1 install all materials and equipment and provide oil labor required A. Wherever possible, more than one manufacturer has been listed for various A. Switches: C. Use flexible steel conduits in the following applications: and necessary to complete the work shown on the drawings and all other items of equipment, any one of which will be acceptable. Base the bid on 1. 20A 120/277V. rocker type. work and miscellaneous items, specifically y / 1. Recessed lighting fixtures. not s ecificall mentioned but reasonably 9 9 use of materials specified. If, after award of the Contract, a substitute is 2• Finish as directed by Architect 2. Motor connections. inferrer! for a complete installation including all accessories Arnd a T c P g appurtenances ro osed, the request for B. R ace 3. At expansion pints, required for testing the system. It is the intent at the drawings and P � q permission to substitute shall be accompanied � ptocles: - , with a statement of the amount of monoy to be returned to the contract 1. Standard: Equal to Hubbell #5362. Provide GFI for main ton once/utility 4. At transformers and other equipment which produces vibration. Specifications that all systems be !.omelet!►, and ready for operation. if the substitution is 5. At wet locations or where ex permitted. The Owner is the sole judge of room and kitchen equipment where within 6'-0" of water. posed to weather, the flexible conduit shall %+ N S v h1 t 1.1 CODE COMPLIANCE: acceptability of proffered substitutions. If a substitute item ispermitted 2. Finish as directed by Architectbe liquid tight type. S u T E 6 ► Cr A. All work and materials snail comply with the latest rules, codas and . and any redesign effort is thereby necessitated, the required redesign shall C. Plates: Stainless steel finish, or as directed by Architect.. Equal 3.3 INSTALLATION OF CONDUITS A N R A N i S C t; regulations, including, but not limited to the following: be at the Cuntractor's expense. to l evrton or Hubbell, General: •# 1. Occupational Safety anA. C, .A d Health Act Standards (OSHA). 1.14 SHOP DRAWINGS: D. All equipment sholl be UL listed -)d suitab!e for the application 1. 1 F�0 R N 1 A J 4 1 1 1 2. NEPA X70: National Electric Cade (NEC). A. Submit stip drawings and 1. Run all conduits concealed unless otherwise noted or shown. p q product descriptive literature to the Owner tui Equipment exposed to the weather or damp locations shall be sk ,rsted. 2. Run exposed conduit parallel to or at right angles to center lines of 1 c 1 5 9 5 4 C 5 0 0 3. NEPA 0101: Life Safety Code. to the Owner for review. 2.6 CONDUIT HANGERS: regulations. Time: 15 calendar da columns and beams. 4 1 5 9 8 4 0 6 0 4 4. All other applicable Federal, State and Loco! lows and re 9 days after award of contract. A. For individual conduit runs riot directly fastened to the structure, use rod 3. Install conduits above ceilings to ovoid obstructing removal of calling 5. All Landlord General Requirements Quantity. 6 copies each hangers manufactured by Caddy, Unistrut or Powerstrut. tiles, I'ghting fixtures, air diffusers,ecc. B. Code compliance is mandatory. Nothing in these Drawings and B. All proposed deviations from specifications must be clearly listed under d 9. For multiple conduit runs, use Unistrut or Powerstrut trapeze type conduit 4. Conduit;, sholl not cross any duct shaft or area designated as future Specifications permits work not conforming to these codes. Where work is prominent heading entitled "DEVIATIONS". support designed for maximum deflection not greater than 1/8". duct shaft `,orizontally. Conduit risers when allowed in duct shaft must shown to exceed minimum code requirements, comply with drawings and C. Purpose of review of submittals is for check of general compliance with 2.7 WIRE CONNECTORS. be coordinated with Mechanical work to avoid any conflict. specifications. information given in contract documents. Each review and/or addition of B. Conduit Supports: / A. For wires sites SIB AWG and srnallcr Insulated pressure type {with live spring) 1 .3 LICENSE, FETES AND PERMIT notations and comments does not relieve Contractor from compliance with rated 105 degrees Centigrade, 600 Volts for building wiring and 1000 Volts in 1 Support conduits with UL's listed steel conduit supports at intervals A. Arrange for required inspections and pa all license, permit, and inspection req,jirements of project contract documents. required by the NEC. Wires or sheet metal strips are not acceptable for y P signs or fixtures. Scctchlock or Ideal, fees D. Contractor shall be responsible for confirming and correlating oil quantities 8. For wires sizes #6 AWG and larger. conduit support. Use conduit hangers for all conduits not directly i&b or equivalent compression type with W 1.4 COND,71ONS AT SITE : and dimensions, selecting fabrication processes and techniques of 3M X33+ or Plymouth "Slipknot Grey" tape insulation. fastened to structure and for all multiple conduit runs. A. Visit to site is required of all bidders prior to submission of bid. All will construction. Where dimensions of proposed a ui ment differ si nifrcantl ,, 1. Indivic+u„l conduits sizes 1/2" and 3/4" may be supported ceiling support q p y Y C. For outdoor and wet locations, prnvi,,e compression type for all sizes and be held to have familiarized themselves with all discernible conditions and from that shown on contract documents, Contructar shall submit scaled cover with "heat shrink" Style weatherproof splice connectors. !vires with Caddy clips only if acceptable to local code Only one conduit ► no extra payment will be allowed for work required because of these drawings showing proposed layout of equipment with shop drawing submittal 2.e PANELBOARDS: is permitted to be attached to any ceiling support wire. Hong such conditions, whether specifically mentioned or not 1.15 COORDINATIONconduit so as not to affect level of ceiling. A. Equal to SQUARED Type HOOD, NEHB (42 pole capacity) W 1.5 DRAWINGS AND SPECIFICATIONS: A. Coordinate work with other trades to avoid conflict and to provide correct B. Cabinet: Minimum 20" wide, factory knockouts. Flush door with concealed 3. Avoid attaching conduit to fan plenums. When it is necessary to support A. All drawings and all Divisions of these specifications shall he considered as rough-in and connection for equipment furnished under other trades that hinges. Engraved nameplates and occurate typewritten director behind plastic conduit from fon plenum, provide a length of flexible conduit between a whole and work of this Division shown anywhere therein shall be furnished require electrical ccnnections. Inform Contractors of othei trades of the plate on inside of door. Key alt panels the some. Cabinets made of cold portion attached fan plenum and portion attached to the building to D re rolled sheet metal. minimize transmission of vibration to the building structure. under this Division. soiled access to and clearances around electrical equipment to maintain _ serviceability and code compliance. C. Trim and covers of stretcher leveled steel. Provide multi-pole breakers where C. Conduit Penetrations: >,,, B. Drawings are diagrammatic and indicate the general arrangement of N B. Verify equipment dimensions and requirements with provisions specified under required. Factor label all circuit breakers and terminals. Interrupting rating Conduit penetrations of roof, walla, floors and ceilings shall be sealed to equipment and wiring. Most direct routing of cnnduits and wiring is not N this Section. Check actual b conditions bef�,re fol-icatin work Report 14KA (277V) or 10KA (120V) minimum but breakers must be capable of preserve the integrity of waterproofing, fire rating and soundproofing for assured. Exact requirements shall be governed by architectural, structural, 1'' 9 P � � �> �. and mechanical conditions of the job. Consult all other drowings in necessary changes in time to preve-n+ -,-.egress work. Changes or additions interrupting adequate fault levels available at that location in the system. which the roof, wall, floor or ceiling is designed. Materials and methods } � [,reparation of the bid. Extra lengths of wiring or addition of pull or subject to additional r^;,�errsation, which ore made witoout written D. Bussing: Plated copper. used shall conform to that specified under Architectural Sections. O '_ junction boxes, etc., nccer,sitated by such conditions shall be included in outhoriza!ion and an agreed price, shall be at Contract( r's risk and expense. E. Provide separate ground bock in addition to insulated neutral bus. 3.4 INSTALLATION OF WIRES: CC the bid. Check all information and report any apparent discrepancies 1.16 CUTTING AND PATCHING; F. Load center ponelboards acceptable if landlord and tenant approved. A. Pull no wire into any portion of the conduit system until all contruction work > Z A. All cutting and latching required for work of this Division is included herein. ggwe has completed.which might damage the irhb before submitting bid. y Coordination with General Contractor and other trades is imperative. G. 400A type capable of housing B. Install all wire continuous from outlet to outlet or terminal to terminal Splices (� C. Right is reserved to make changes of up to 10 in location of any outlet ponelboards shall be of o construction t (n cables when required shall be made in � or equipment prior to roughing-- in without increasing contract cost. Contractor shall bear the responsibility for and the added expense of 225/3 sub-feed circuit breckers, q pull boxes or juncton boxes. M6,e adjusting for improper holes, supports, etc. H. Provide new pl.ig-in circuit breakers as required. branch circuit splices in outlet boxes with 8" of correctly color-coded tails left 1.6 SAFETY AND INDEMNITY: in the box. 1.17 TEMPORARY SERVICES: I. All breakers shall be labeled. s'.,.,,; be made utilizing mnteric;lg and methods V A. Safety. The Contract(}; shalt be solely and completely responsible for A. Provide adequate and safe temporary electrical power and lighting throughout C. Splices in wires and cables s` conditions of the job ,ite, including safety of all persons and property J. Provide lock on devices where indicated. described hereinbefore. � the construction and finishing of the premises for beneficial occupancy by during performance of the work. This requirement will apply continuously the tenant. --K. Identification: Provide screwed-on (no adhesives) bakelite or photo-etched D. Megger and record insulation resistances of all 600 Volt insulated conductors and not be limited to normal worFing hours. No act, service, drawing B. When permanent electrical service is operable, disconnect and remove from metallic nameplate identification on outride of each panel showing panel size x!4/0 and larger using 500 Volt megger for one minute. Make tests review, or cAjnstruction review by the Owner, the Architect, or their the premises the materials and equipment used for temporary power and designation, voltage, and phase in minim im 1/4" high letters. Each panel 0all with circuits isolated from source and load. W Consultant,,, is intended to include review of the adequacy of the lighting, and restore modifications and repair damage caused by the contain a metal-framed circuit directory inside cover, with plastic protector. E. Make all ground, neutral and lir:- connections to receptacle and wiring device Contractor's safety measures, in, on, or near the construction site. installation, use, or removal of temporary service provisions. L. Complete shop drawings are required. See Article 1.15. terminols as recommended by manufacturer. Provide ground jumper from � 0D B. Indemnity. The Contractor will hold harmless, indemnify, and defend the 2.9 box to ground terminal of devic�•s. 411111b (� Owner, the Architect, their Consultants, and each of their officers, PART 2 PRODUCTS 2.9 LIGHTING FIXTURES, LAMPS AND BALLASTS: F. Provide Brady Wire markers where number of conductors in a box exceeds four. M7 employees and agents, from any and all Lability claims, losses or damage 2.1 MATERIAL APPROVAL: A. Furnish and install fixtures complete, and ready for service as per lighting 3.5 WIRE COLOR CODE: t-- orisir, or 011e ed to arise from the fixture schedule on architectural drawing sheet A4. g y performance of the wink descriued A. Al! materials mast be new and bear Underwriters Laboratories label. A. Color code all conductors. Wire sizes #8 AWG and smaller shall have integral herein, but not including the sole negligence of the Owner, the Architect, Materials that are not covered b UL testing standards shall be tested and B. Supports: Proper supports and mounting accessories, such as hangers, stens Y 9 color--coded insulation. Wig a sizes #6 AWG and larger may have block insulation, and their Consultants, and each of their Officers, Employees and acents• approved by an independent testing laboratory or o governmental agency. yokes, plaster frames, etc., shall be provided as required by the type of ceiling but identified by color coded electrical tape at all junction, splice, pull or n«!rs are or boli all Where swivel cane specified, the 1. 7 SERVICE INTERRUPTIONS: B. Material not in accordance with these Specifictrtions may be rejected either installed. P g p y shall cause termination points, Color tape shell be applied 1/2 lap to at least 6" of the 0 A. Interruption of power service shall be held to a minimum. All interruptions before or after installation fixture to hang plumb regardless of ceiling slope. conductor. Z must be scheduled in wi :ting with the tenant and landlord, one (1) week in 2.2 CONDUITS AND OTHER RACEWAYS: 2.10 OVERCURRENT DEVICES 3.6 CONNECTiONS TO EQui�'MENT: advance, and meet with their approval. A. Circuit Breakers: Plug-in 10,000A rninirnum 120`1 , 14 OOOA minimum (277V). A. Raceway materials: g-' ( ) � .>,, Furnish end install a disconnect switch immediately ahead of and adjacent to 1.H CL` ,1TRACTUR VERIFICATION- 1. Steel Conduit: Manufacturers: Walker, National, Appleton, -Triangle, Rome, Must be dated for available fault levels. each magnetic motor starter or appliance unless the motor appliance is A. In addition to the usual prebid survey required by these specifications for General Electric. Rigid steel: Galvanized or sherordized. All fittings B. Fuses: Bussman only. located adjacent and within sight of the serving -- g g Below 100A: FRN -R and FRS-R �a 9 g panelboard, circuit breaker or purposes of determining all existing conditions and difficulties, it is further threaded bends 1 -1/4 incl, or larger. Factory running and exposed switch. Verify all equipment nameplate current ratings prior to intallatior. required that the contractor verify all equipment catalog numbers for items threads not permitted. Ream all cuts. 100A and above: I.PN-RK1 and l_PS-RK1 B. Furnish and install manual thermal protection for all motors not integrally .11ENCON., furnished under the electrical section both for current validity and for 2. Electric Metallic Tubing: Manufacturer: Some as conduit. Galvanized or 2.11 MISCELLANEOUS MATERIALS: equipped with thermal protection. ENEMY a CONSERVATION a COMPAW conformance with current building standards. Should catalog data contained insulated throats. Couplings and connectors with plastic insulated throats, A. Safety Switches: Heavy duty type, 600 Volt, horsepower rated for motors, C. Furnish 120 Volt power to each control panel and time switch requiring a 4940 B Camino F(W Arte 203 herein not be in concert with latest manufacturer's nomenclature or latest couplings and connectors, set screw, threaded compressio.i. Ream and standard enclosure indoors and weathertight enclosure outdoors: fused or source of power to operate. Los Autos, CoWw"io, 94022 tenant of landlord requirements, contractor shall so inform the tenant in Cie all cuts. non-fused as required. General Electric, Square D. or Westinghouse. 3.7 IDENTIFICATION: tel J (4 15) 961-8095 writing, reflect necessary changes on submittal drawings, and record 3. Flexible Conduit: Manufacturers: Sarre as conduit. Galvanized steel fittings: 12 INDlVlDUALL`. MOUNTED MOTOR CONTROLLERS: A. Provide engravedIvmac��id nameplates for fox % (4i5) 964-3754 2. accurate data on record drawings. Furnish and install correct equipment. "Jake" as manufactured by W. F. Ctirlee Mfg. Co. , panels, Motor starters, disconnect A. For Polyphase Motors: switches and ail similar devices. NO. DATE i80A 1.9 OWNER-FURNISHED ITEMS: 4. With Landlord and Tenant's approval, MC Cable from first box in space to B. Provide clear dymo labels on all lighting switches and vonvenience and special - --- outlets as permitted by code authority. Magnetic starter, with 3-leg overload protection. Proviee hand-off-automatic t OI 2596 PFAtAIT Contractor shall install, connect and complete the following items furnished purpose receptacles to show panel and circuit number to which the device is - - --6 --- - ---------____,__ 5. Provide expansion i,rnts for conduit runs of over 90 feet unless flexible selector switch, motor running pilot light and reset button in cover. Provide by the Owner and shall provide wires, cables, connectors, pigtails, cords P connected. conduit used. Flexible conduit permitted Inside tenant space only. 120V control transformers to suite control conditions. Westinghouse type and cord-caps, boxes, conduits, plates, supports, and operating tests to P P Y• A-200 or equal C. Provide label on all motors: "CAUTION. AUTOMATIC EQUIPMENT, MAY START AT make components and systems operate. 0. Support Systems: Raceway suppcwt+id of intervals not over 10-feet. Provide ANY TIME." - - -" - - -'- B. Starters for fractional horsepower 120V motors shall be manual type unless A. Music: Sound System Components. one support not over 18-inches from each pint or change in direction. 3.9 GROUNDING: - - - --- Clam s, on hole malleable iron with clam shown otherwise, equipped with built- in overloud protection, equal to A. Electrical service and separately derived alternating current s terns shall be B Entry Alarm System Control i"anel and Contacts. P pbox in exposed areas. Trapeze Westinghouse type MS. p y' g � -------- C. Lighting Fixtures a, per Lighting Fixture Schedule on Architectural Drawinq hangers for multiple .runs. Caddy clips permitted inside tenant space only. PART 3 EXECUTION 2.3 WIRES AND CABLES: grounded In accordance with NEC Article 2.50-3 to 250-26, inclusive. Sheet A4. B. Ground nen-current carrying metal yi g parts of electrical equipment enclosures, A. For power and lighting systems 600 Volts or less: 3.1 GENERAL: frames, conductor racewaysor cable trays to provide o low impedance 1.10 RECORD DRAWINGS. 1. Conduct,)r: #12 AWG and x/10 AWG solid copper. #8 AWG and larger shall A. Consult ail other drawings. Verify scales and report any dimensional Ys P p path A. Maintain one set of clean working drawings at the job site and enter daily be stranded copper. Minimum size shall be 12 AWG. for line-to-ground fault current and to bond all non-current currying metal -- • - Ex�.�A�O PP # discrepancies or other conflicts to Architect before submitting bid. parts together. Provide ground conductor in each racewa system in addition ?� such "as-built" information as feeder and service routes, pull box locations 2. Insulation Type.- #12 AWG to #1 AWG shall be THWN for wet or underground ____b � B. All homeruns to ponelboards �:�a indicated as starting from the outlet nearest to conquctors Shown. Equipment ground conductor shall be electrically and and changes in layout or arrangement which occur during costruction. locations, and THHN for dry locations. #1/0 through #4/0 AWG shall be g in L the panel and continuing genera! direction of that panel Continue such ` -- Deliver completed drawing4 to the Owner. Type XHHW (55 Mils). #250 MCM and larger sho!l be Type XHHW (65 Mills), circuits to the panel in though the routes were completely indicated. Terminate rr.echunicai,,y continuous from the electrical circuit source to the equipment to 1.11 GUARANTEE. B. For signal and communications circuits: homeruns of signal.. alarm, enc! communications systc�n in a similar manner. be grounded. Size ground conductors per NEC Article 250-95 unless larger DRAWttNO 1, Conductors for general use shall be solid copper conductor, X116 AWG conductors are shown on drawings. A. Guarantee the installation free from defects of workmanship and materials C. Avoid cutting and boring holes through structure or structural members " fora period of one (1 year after Data of Certificate of Final Pa minimum, with Type THWN insulation for underground or wet locations and C. Grounding conductors shall be identified with green insulation. VMere green Payment, Type T}tfiN insulation for dry tocc,tions. wherever possible. Obtain prior, approvel of the Owner and conform to all insulation is not available on larger sizes, block insulation shall be used and arra promptly remedy any fefHcte developing during this period, without structural requirements when cutting our boring the structure is necessary suitable identified with green tape cit each junction box or device enclosure. ELECTRICAL charge. :.4 OUTLET BOXES, JUNCTION BOXES, AN,? PULL BOXES and permitted. p 1.12 ACCEPTANCE DEMONSTRATION: A. Outlet Boxes: Shall be hot-dipped, galvanized or sherardized of required size, D. Furnish and install all necessary hardware, hangers, blocking, brackets, bracing, SPECIFICATIONS A. Upon completion of the work, at a time to be designated by the Owner, 4" octagon or square minimum, for flush mounted devices and lighting runners, etc., required for equipment specified under this Section. END OF SECTION fixtures. Cast type with gasketed covers for outdoor or wet locations. Provide necessary the Contractor Shall demonstrate for the Owner the operation of the l=. y t wckinq required to insure rigid mounting of outlet boxes. electrical Installation, including any and all special items installed by him or Acceptable manufacturers: St.!el City, Appleton, Raco, Pyle National, Killark and elope. 3.2 WIRING METHOD: installed under his supervision. Properly list automatic time switches to B. Junction Boxes and Pull Boxes: U,-,e outlet boxes with appropiate covers as A. Install all wiring in raceway, perform switching operations in accordance with schedules provided by the B. Conduit shall be rigid steel, IMC, or EMT as follows: �^ Owner's representative, and demonstrate (using the manufacturers' junction boxes wherever possible. P ( 9 1. Above ground: Use rigid steel, IMG or EMT. Larger junction boxes and pull boxes sha,l be fabricated , operating instructions) how to override and/or reset time switches g a. Wet locations: Rigid steel or IMC only. cJ a ♦ - from sheet steel, sized according to code, with screw-on 9 y 1 p * SCAB covers, finished gray baked enamel. b. Locations subject to mechanical injury. Rigid steel or IMC only. - -- - - - --------- C. Telephone outlet boxes shall by the type and sizerequired by the serving C. Dry locatlnns and those not subject to mechanical injury. PF*ACT NO. r4Hni0.00 AAAAEMT, IMC, our rigid steel conduit. 1, agEcnr� � 71 -W-0 DW CADD F`LE NAAW telephone company but not smu•._r than 4 --11/16" square x 2-1/8" deep U <" with single-gong ring and Sierra s- 154N split plate bushing. 2. Underground: Schedule 40 PVC (if permitted, rigid steel, wrapped). ;S, "C 2. ;� ORAYV6q NO, err fi T,. . JUL 2 5 IM E02 SIce.NAT URE n `) Pact►Ir Hwy, 15JUN 660 Ste. r.X, IRATI^r, •• N 3 elle 96-0458, MEC 96-027272 i 3r'of 33 J. k if lhi,� mllicc appears clearer ih;m Thr document, the document is of marginal 11lIIlt 111104 ►! 1iiiiiiiiii ili,�llililitl I IlilIJill11111l I11111111111I I llIJ+il11 111 I I;I�I�I �!�i�l l I ll►{IiI�I�I I I�I �I��i��l� ( ►li1�l� �l!I�±� :lil= t >~iI�I��lt lill�ll(Illllf�llfi 1111�1(II (f11�llt ( 'fff flfiTllf(flfltlllilillll i!II�IIIIItlll�llit(ItII�IIIIIiIII�IIIIIIIII�IIIIIiIII�IIIIiIIII�IIIIIIIll�llll(�III�II{iiIIII�III111111�Illllllll�llll IIII�IIII IIII�IIIIIIIN�((1i1111�1r111 IfI�HNliijifillffi ) I itlt�llttl f M (TVP.) [> (TVP.) � I i_._TM_.«._.-��•-___ __•-• _..-.-..-...«...._..__...._._.._.._....___�.-...•�-•�_.._._...._.-_-_ _,_„—... ...��=._�'..-_......-�•_-..-_.... �...__..,._.---._»,..- ._....__«..«n«.-..__..r._..._..._....__-.__----,.r.-w.._.'-._._r._.w+.....-.._....»__....•.�:r_...._..«.......w.w,r+._. _r...l...-.«__._- r._._...__..-......r.-. .. I ......_.._._ _..-... .._..r ..-.. ..__.._._.. I 1 I t C 71 J\�„J� i_ ._•.--i-_._._.. i T YF A l -----r:- r...,... ..�...�._.... - An NOTES hJ1 5 S A N S :� M E f� 8k I _ - _ _ _ U I F Ts f ff , I I • + I 2 I { O MASTER SWITCH LOCATION, SWITCHES o THRU m PROVIDE 3 SETS ,f- I - TO rN[!r(ATE AREA SERVED A N F r, L , C 0 24X C D Im m, ( GANG 51rrnCHES�GHEFOR �20 � 5 R A � + PROVIDE 3 WAY ) '"tea'•f t ® - © Llt� FT XTl1FtE SAYE AS TYPE F' EXCEPT MA 1 H EMERGt•J�1CY P(1M�:fl PACK, Y W, a I j a T 1U VA LEG C,()MVkECT F'OMIER PACK TINS ,, 10 -,_.-_ _ ..__. .. .. �,ii' � _ C F.t) NOT i - 8. _ 8k 8k $ ..__ .._ ,.- _-F .. I _.... _L 3 EF'-2 i • ! ,=M '�W aRRcu r. 1 N 9 5 U 5 I I j _ I _ �1 '� M , "� x a I � � � a a5ae J i .. .1_... _.__. .. _ . �' • � ? � � }• _1"---• �Q I I . _.... ......,.......... .. - . 1_..__r_._ ,_..�._.-......r:_....__ -•�. _ � TM10 11WlITE TMS DELAY WITH SEPARATE SWITCH FOR LIGHTING. _._ _ _ ..__ _.___. _.. ___.._ ' !__ ._r _..» _ 2 URNISHE _.._ --�- T F U BY MECHANICAL, ` I ' ! 2 .� _ -~ !I` I I i TCN. INSTALLED AND ED BY ELFCTF?ICJIL , i r- -r-•- .--•-•r•• INS LED CONNECT E SWITCH FOR EXTERIOR LIGHTS. ASTRO--DIAL, SKIP--A-QAY AND CARRY-OVER FEATURES. PARAGON OR EQUAL. 4 ?---{�10 ! I k I 8 ' �.-2- ,• T 6 4` , A-2x,4,6 THRU 1 E M 2 0 1 C THRU 4 •; . � ��? � �"' �' � �-+--• GENERAL NOTES a X I I I I 4 i + `,` 1. PLANS ARL PRLPARE-U WITH REWIRED BRANCH CIRCUITS INDICAILD BY CIRCUIT NUMBERS AND HOW FUNS, PROVIDE AND INSTALL ALL CONDUITS, COKDUCTORS, _. _•. ._ 4 r , 20 BOXFS, MISC FITTINGS, FTC, FOR A COMPt FTE OPFRABLF SYSTEM. 0 4 4e 4e 4e T - I BRANCH CIRCUIT INSTAL LA11ON SHAH COMPLY WITH SPECIFICATION AND N.E C. u Q 4f 4f Q 4t 4f Q 4f Q _.___ ---- _.. .. i 10 _.-____ _ ---- -- _ . .�._- _.. ... _ __.._... 2. REFER TO ARCHITEC DRAWINGS LOCATION. _ A�12 I w� •-�~ -�� T1JRAl DRAW FOR EXACT FIXTURE � _ ._....�_ ..,i�; �. � � i ;/; -- ` - ^�".--`. 3. VERIFY EXACT LOCA,ilON AIWdJ MOUNTING HEIGHT OF ALL ELECTRICAL OUll.ETS AND><7 � ,. --.._._.. -__.,►_ .. _.T__ $ r-. PANEL A �._ ... _. ... __. . ._..».y DEVICES WITH � � H KITC4EN EQUIPMENT SUPPLIER �. t, 4. ELECTRICAL POWER TO ALL EQUIPMENT WAS SIZED ACCORDING TO KITCH;N cr Q LV \ M (IVP.) 1 r-�- 2� _-_. . . . PJKL /81 ,� /^ '' •' EQUIPMENT DATA SH[ETS, ELECTRICAL DRAWING WIRING FOR COMPRESSORS FOR � 4C f �, / E (TYP•) ITEMS 14, 15, 16 MAY CONFLICT WITH MANUFACTURER SPECIFICATIONS VERIFY LOADS/VOL.TAGES SUPPLIED TO AU EQUIPMENT WITH ACWUAL NAMEPLATE DATA 0 � � I DATA ON EQUIPMENT. IF DtSCRE°ANf,Y OCCURS BETWEEN NAMEPLATE' [IATA AND req i j P(JWER SUPPLIED, CONTRACTOR SHALL PROVIDE PROPER SERVICE (CONDUIT, Cc 2 '-� j • ' �� f W WIRES. RECEPTACLES, FTC.) TO EQUIF1viENT AND INFORM ENGINEER OF SUCH E3 (TVP.) CHANCES, VERIFY ALL EQUIPMENT FOR COMPAPBILTIY WITH EXISTING CONDITIONS 4� 4b 4b PRIOR TO ORDERING. r 5 RIPTS IN T PLAN TTES CIRCUIT • ----_.._- --_-•---.__-___.. _�__. .__� _ _...._ ._._ .-.�.._.-_.____.�.._�....�._-.-.» __.____.-_._.._._..._....- -- _._.. _ -_.__-_...._...__...:__-...____,IJ_ ._.- .- . _.- .__ NUMBER AND c OENOIrt� SWITCH TNA . SUBSC S SWITCH. EXAMPLE.• 4c DENU � SPONt11tW' iGH-T CONTROLS .� ( 6. SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS. Q i � 7. DEVICE MOUNTING HEIGHTS ARE ON FOOD SERVICE SCHEDULE OR SHEET NOTES - f-- ' POWER AND SIGNAL PLAN. LIGHTING PL 0) SHEET NOTES .,P(?WER-*-LUI 1 OUTLET '-OR "NOAH-) NEW YORK BAGELS" NEON SIGN, VERIFY EXiWCT LOCATION AND REQUIREMENTS WITH SIGNAGE CONTRACTOR, • 0 STOREFRONT (11'-C) CONTRACTOR TO BRING POWER TO BOTTOM OF UNIT AND HARDWIRE TO SWITCH. 626 ._ DUPLEX OUTLET FOR STEREO • 5'-0' AFF. T--- -` COORDINATE .►11 REQt1►REMENTS WTTN BLS SPSTT:M VENDOR/SUPPUER. SYSTEM S►�ALL BE OWNER FURi.4SHED, CONTRACTOR 821 ( -_ .._.1 .._.___.1 — --8-21,23,26 I � �� {� INSTALLE-D. � PROVIDE J BOX !N CEILING SPACE �--OR SPEAKER. WIRE TO STT:RED SYSTEM 1 --- I B25 13 4 IN WWAGER'S OFFICE. (SEE NOTE 3.) ..�_ �! DOUBLE .�_. » ; -� � .. DUPLEX OUTLET FOR sECTJItfTY SYSTEM 07'-d' AFF 14 f ....._...�.._...._.»...._._.. _�_:. _�•.�= I (.....�.-._,._ � ` 'j 113 5 � LC LKUJ A18I l......................1 /� A3 ! �• PRQV!�)E J-BOX FOR SECURITY SYSTEM AND COORDINATE W1TN F ECURITY 4940 EI Corm w Real. Sude 203 i _ 1. 010 10 O CONSULTANT (TO BE DUMMNEU) FOR LOCATION Of DEVICES FRG'1IIDE L°' +, MQ. X22 T 1 ' A-3,7 A7 r' (» ' - -25 _ _ - .-� CONDUIT IN SLAB WHERE NECESSARY, tel � (415) 961--W __. _ 1 t y S18 I - ..... .._.. S) --3754 __..; # 7 I i tic 4 t 9�t 5 1 1 1�GND I I -- .. i_ 7 ELECTRICAL CONTRACTOR SHALL SUPPLY POWER, INTERCONNECTI N, SERVICES do ��yy�� /-... — \ N10. DATE DCII[ ALL FINAL CONNECTIONS TO WALK-IN REFRIGERATION, FREEZER CDMPRESSOITS/ CON TROL-- � , jr_ - = �_.....__�.�...... . --- ,rr CONOENSEI75, EVAPORATORS SOLENOID VALVES Ac SWITCHES REQI.iIRED FOR A COMPLETE t 07 25.96 PCRbRT I "`_ "`` _ �- ` `- OPENATRC SYSTEM. FURNISH AND INSTALL A DISCONNECT SWITCH FOR EACH COMPRES:�OR. PANEL A7 EF 1 .,.xJ� I {� -18 20 I - -- ~. L.._�.... '` .i CM AND ISSOR NSTA LED R LLD ON ROOF) w CONNECTED UY THE ELECTRICAL.ALK-IN REF'RIGERATOR CHTS SNTO FURNISHED -- _ MIRE .-.__ A-24 : _....._. r 1 i �. - _.... __. I I THECONTRACTOR. 1 EXPOSED CO DUIT NSIDE THE WALK-IN COMPART'i1ENT IS UNACCI=,TABLE (SEE WIRING DIAGRAM PROVIDED BY COOLER VENDOR).WF' Y -- r�) 1 SEALTTTE' TYPE FLEXIBLE CONDUIT SHALL BE INSTALL ED FOR AL1. FLEXIBLE CONDUIT, INSTALLATIONS DEPENDING ON CODE REQUIRFMENTS. JUNC'TTON BOXES FOR EOLAPMENT i REQUIRING Ft-EXIBLE CGNOUfT SHOULD BE WJUNTED ON RIGID CONDUIT AT ELEVATIONS 8-9,11,1 C" I A- 41 -� B2 WHICH WILL LIMIT THE TOTAL. LENc;TH of Pif FI.EXBLE CONOUIT To 24 OVERALL. ......-. -. �5 _ . 'J ~ .... 6 �� I ( '� -A�19,21 UIR TU WECHIWICAL DRAWING FOR EXA,;T LOCATION. SEAL ALL CONDUIT ENTTRING R i t 5 7 \ . / LEAVING COOLERS APIC F"REE7ER PER NEC 300-7. SILICON SEALANT TO BE WATER TYPE. �._-• I B1 2 CEI cc .�`: " e OISCONNFCT 5vnrr,H cxv WALL z T _.. 9 , -" — L .... ,.. _._ _ AL a 11?£3`. HA4 DWIRF o CONTROL E 822 _... . E3 6 » _ - ._. 0.75 C. TO TELEPHONE PANEL 14 2#10,2#12+ 1#I OGND 1 1 I r_ �`_:"i i A 19 IA20� P NEL ,A i (�i ' 10 REFER TO MECHANICAL DRAWING FOR EXACT LOCATION'; OF ROOFTOP MOUNTED tQUIPMENTS. pgAyMp TITLE 1_16,18,20 B - 10 14 16 3 B37 _ I ! - _ ; PROVIDE WIRING BETWEEN ChSH PLEG. AND OFFICE FOR FUTURE COMPUTERIZED CASH 2# 10,x#f 2+ 1#l OGND �,� ., c -P NEL I 1 i REG. SIS. TERMINATE WWOC IN OFFICE AT DATA BOX LOCATED 17" AFF NEXT TO .t.� .. 9 1 7 DEDICATED COMPUTER RECEPTACLE. 5,1 c DEDIc C TER I ,I —19,21 I B- 15,17,29 ' � KEZ T P _ � �P c _. _ ... 6,3 12, -1 ND-"- A- 1 1 41 12 L.E.U. DISPLAY UNITS: CONCEAL- TF;ANSFORMER WIRE TO BUTTON CYATROLS til ELEC. LITNG . -1- Tl 82- 2#612f 12 ) _ .._...L. LPFJ3 A 15 I I FACE OF CASE woRoW. . 4 P' s t POWER/SIGNAL f +1#11- GND 15 639 r 7 � > > 13 FOOL) PREP AREA DOUBLE DUPLEX OUTLETS. GFI, 044 AFF. _ - _ t. _. .�_ _.... m. ; .__ -��._.. _ l 1 0 r ___.___ B16 27 ,_. .. . _C 1 _._ 1 _. __ _._..�_.. __ _-.._�_._. _ ___ . _.- _-- -- _ _.._..«__ -__.. __- 14 INSTALL DUPLEX RECEPTACLE FI_US1i WIl'H FMMSHED CEILING FOR WINDOW PLA ` S _-____.. 677 ' � 827 AG 7 AC DUCT SMIME DETECTOR FURNISHED 0 MISTALLED BY MECMYWICAi, CONNECTED 1 10 B27 7 1(1 i _ _ �� O �✓ E1—3 3 37 41 BY ELECTRICAL. F-jj- 60 wP GFI - S 31 �° ,391 C <>7 CU c R��PRp�F bG4 � SRM AS wp W.i' �`, S•>� � 30AS �-- 3pA� L�� (�,s6:1 t�JlLCT NO. NB1it0.�. A-34, 3(4"C., 1N� WI' WP CAW FXE MAIN 3#8 + #10 GRD. `�_-___ .__ 8-40. A-35- 3#8 -35 A-31 aR r 3#8 + Y4" 110 Gkb. sCf(AN1C,�.. y0 ORAWNS N0. — A-2 JUT. 2 11P� E261 .OWER PLAN ..... �. Pacific Hwy, 1566,0 Ste.A-4 JUN BUP 96-0458,P1F_C 96-0272 JUN `�p 11 of 33 CY,NIRATk�N • If I11is police appears clesurr (11:111 the document, the document is of marginal qust0;,y. �I 1►J10 ��1�}I I � I�I�I�I'1 (Jill Jill IIII 11 CJIJII1 11111 I IJI�IjIIIJ!JI I I�III�IIIJI�i I I � IJiJI� ��I�l � IJIJIJ{�titJ► t iJlJtl��lil�1 C �r{t�.�� +��Iilt�tlilt 1111n1ilnlintl ►nllittliln1111t � r�iMi1i �inlilll 11111►1n1111111111InIII111111111111nI11111111111111111111111111111'IIiIIIIIIilnlllllll►_'IIllu�i111111111111111n1 Ilnllnl IllIfIlllltlsil�rii ittr�ml nllinliffiii � r!r^linlinll INSTALLATION SPEC iCATIDN FOR LAN CASLJNC , TELEPH C�i� AND POWER REOUIREI4�NT8 WORKROOM GENERAL CONDITIONS D. INSTALLATION The general contractor shall or4er thg phone service in their comgon , name TO RJ21 X name at the stQlt of c nstructian. The service, should i elude o KJ11 -X terminal • POWER black with four lines. wo Imes for phone service, one line for the data line and One or the fax line. The service i to include Ion distance with MCI. The voice LAN HUB BACKBOARD n iduring e n should have a hunt feature. This phone servi a will be utilized by the contractor 1 . All work shall be completed in a neat and workmanlike manner, and in _ 4 r , A N L3 & L4 L.1 & L2 5 ,. r" F g construction and at retail turnover the phone service will be transferred to accordance with the standards of ?lilP trade All installations shall meet or — DUPLEX RECEPTACLE u r E a Noah' by the contractor. The cost of the phone service installation should be billed exceed NEC requirements. r to Noah's as a reimbursable cost. RE 1 REGISTER 2 ; A N F k A �, C U A. POWER REQUlREMEN TS MANAGER'S DESK �,/ 2. All conduits shall be cul squarely, and shall be reamed with the appropriate � :. A 1. i r:- � kN � As � r l r pptool I GANG OUTLE�i-�' !' - The electrical wiring for the computer system, LAN HUB, and cash QUADRAPLEX RECEPTACLE OUTLET BOX OUTLET BOX C t 5 9 N A 0 5 0 C registers shall be provided and installed by the Electrical Contractor as 3. All fittings shall be approved for the application in which they are used 1 I 9 5 4 c 6 0 4 a complete system. It shall be wired to a 120 Volt, 20 Amp dedicated DUPLEX RECEPTACLE circuit in the electrical sub-panel, phis circuit shall serve all registers, the 4• All outlets shall be commercial specification grade, and shall be orange 00 Is LAN NUB, and the computer. The conductors of this circuit (hot, neutral, Isolated Ground" type, Hubbell, Leviton, P&S, or equal. Cover plates i/2"C W/3 12 and isolated grou,i!+ shall serve only the computer, the LAN HUB, and the shall be labeled with the panel and circuit number from which they originate. register outlets, and shall have r POWER r��g .__ IP connected to them. TELEPHONE The conductors shall be #12- AWG Copper, THHN insulation. 5. The Separate Grounding Conductor shall be continuous from the outlets to �" TELEPHONE JACK B. CONDUIT & BOXES the panel, and shall not be connected to in box or conduit. It shall be terminated only to the equipment grounding bussbar at the DELICATED CIRCUIT TELEPHONE DUPLEX RECEPTACLE • POWER electrical ponel and to the isolated ground connection on the receptable. W 1 . The Contractor shall provide and install the conduit for power - minimum TO ELECTRICAL PANEL trade size 1/2" - and shall be type EMT, ENT, Rigid, or PVC. Where 6. The current carying conductors shall not be "thru -wired" at the devices. 3/4-CONDUIT W/ PULLWIRE �t ENT or PVC is used, and equipment grounding conductor shall be installed, All splices shall be made with spring-type wire nuts. Do not twist or tape in addition to the isolated grounding conductor. Type MC Cable or Flex splices. a W shall not be used except for short runs within the casework, provided there �� + � are two grounding conductors installed in it (isolated Ground conductor plus • TELEPHONE CABLE _ , � POWER SC HB AM LAYOUT 00 1 Equipment Ground Conductor). Conduit Bodies may be used, provided they r - D are permanently accessibie. This conduit shall not cory any conductors other 1. The Electrical Contractor shall provide and install the telephone cable, as rid well as all associated outlets. _ than those referenced in Section A above. The maximum number of bends between boxes shall be 270 degrees. 2. Final connection of telephone ccble(s) to RJ21 -X shall be completed by N 2. Outlet boxes shall be steel, 4" square, 1-1 j2" deep minimum, with cn Electrical Contractor. The proper "punch toot" shall be used for termination. F_ Cc ti appropriate depth plaster ring (for concealed installations). Where surface The following color code shall be observed: _ mouetc,d, an industrial raised cover shall be used. Plaster rings shall not be L1 oLl 0 used for surfo:e installations. No other circuits shall enter the outlet boxes. Line 1 (Vorc,a) - Blue Pair L2 L2 --- Line 2 (Voice) Orange Pair >- U � r,, 3. L3 6 L3 All conduits and boxes shall be securely fastened per NEC standards, and all line 3 (Modem/Fax) - Green Poll, 0- 4 _J � 4 U fittings shall be listed for the application in which they are used. �] Line 4 (Modem) - Brown Pair o m W w U. d LAN CABLE 3. Splices shoil be made with connectors designed and approved for the o < application, and on of the termronotion points. No splices in the middle of z -Z o STANDARD 4-`HIRE CL �- 1 . The LAN cables shall be installed by others. the run. "Wire nuts shall not e u to splice telephone I . w Of TELEPHONE ,JACK 4. Core shall be taken when stripping the conductors so as riot to "nick" or ~ LTJ 4 It Z 2. Ot 'Liet boxes and pull boxes for concealed installations shall be 4" square damage the copper. m t--- z_ U) MODEM steel, 1 - 112' deep minimum. An appropriate depth plaster ring shall be used. W x ANAGE WORK- REG. REG. MODEM " " 5. All telephone outlets shall be U.L. listed, Leviton or equal, and color m 1 DESK ROOM 1 2 ,a. For surface outlets, a single gang deep Wiremold box with 3/4 knockouts coordinated with the surrounding wall finish. < o FAX V shall be used. For surface pull boxes, a 4" square "deep" steel box with blank cover may be used. Plaster rinds shall not be used for surface installations. 6. Electrical Contractor shall guarantee the telephone cable, outlets, and Z n L No other cables other than LAN cable and telephone cable shall be inst;pled installation for a period of one year from date of retail turnover. :7 oy '~ DUPLEX STANDARD 4--WIRE in this conduit, nor enter the outlet boxes. z ELEF'rIONE TELEPHONE JACKS 3 All conduits and boxes shall be securely fastened per NEC standards, and END t JACK 2-LINE PHONES all fittings shall be listed for the application in which they are used. • TELEPHONE CABLE 1 . The telephone cables shall be installed in their own co,-iduit, or in the LAN TELEP SOMATIC conduit. This conduit shall be provided and installed by i`e Electrical Contractor. aW conduit nduit shall be minimum trade size 3/4" and shah be type EMT, ENT, Rigid, or PVC, SON 2. Telephone outlet boxes for concealed installations shah be steel, 4" square, QQiIOY 8 COMWAMN • COWAW 1 - 112" dee minimum with an appropriate de til plaster ring, For surface 4y�U !1 Corttino Real, suits 2(13 PP P 9 MNGR. LM M Altw, Golifornia, 94722 installations, a single gang Wiremold box silo{I be used. Plaster rings shall DESK tel � (415) 961--8095 not be used for surface installations. ►� %4-3754 f (els) 95 3. All conduits and boxes shall be securely fastened per NEC standards, and CONNECT TO ern. DATE "UE .___-. _... -__-- - -- -_ all fittings fittings shall be listed for the application in which they are used. 41 CIRCUIT 1-072596 Pr:RWI BREAKER USE ISOLATED GROUND C. CABLE /� a DUPLEX RECEPTACLES -- - - - -- - -------- 3/4" CONDUIT W/ LAN • LAN CABLE PULLWIRE HUB GROUND TO COMPUTER LAN REG. REG.2 w 1 . The LAN cable shall be provide by others 0 0 0 w EARTH GND. • TELEPHONE CABLE — N�:FD 1 . The telephone cable shall be provided and installed by the Electrical Contractor. It shall be aacketed cable assembly, 24 Gouges AWG copper, 4 Twis'ied Pairs — (8 conductors, cnd shall be listed for the purpose. Individual conductors CASH CASH or cobles designed for other purposes are not acceptable °� 9 P P" P REG. REG. 1 2 1/2" CONDUIT W/ 1 HOT. 1 NEUTRAL. 1 GROUND LAN AND TELEPHONE LAN SCHEMATIC DIAGRAM POWER SCHEMATIC DIAGRAM SYSTEM SCALE ----- PROJECT NO. N81710.00 n ?^OREGON ,V CADD FILE NAM �NAt4t��P�cj� ORAINNf� NO. �r P Tv�kO J U L 2 g q�& E3.1 s�NATURE 3 V Pacific Hwy, 15660 Stn A-4 ExPIaAT1CJUN ryj8N BUP 96-0458,MFC 96-0272 32 or 33 _ If this police ;tttltesurs clever Ilton dile Jocumenf, file doeunlenl is of 111,11-ginal ilu,tt:;l �I►lilll !i ��{ItI��! iL��lil� �li��ri�i�l�� r��l�ijl�i�� I'I�I�Ijl�l�l � ��Iji��ji�►�I J I �l'��Ijl��'� � i�i�i��j��i t ��l��1��! ��_� ��li��i�� ►NCM MAD[N Q! .._ r , 24X 1llillnllllll�tlll IltlltNtltlTtlrlri Ill i �It flllllnl IIII!►nlll{nlnlllllllflllll{IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIfiIIIII,I11lIllllltttlltttt IIIil1t ttlflitf i♦ m 1 inI(rt.11 N ti►,. ENERGY COMPLIANCE FORMS - LIGHTING � i f M Fortll 5ij INTERIOR LIGH TING ��, 5� Patio of LIGHTING SCHEDULE AACr Interior .,, i T tN to (to) a it►�e - .__ —_ _ __ -— �_ —_ ror�r pun,. Maus Lighting AP-n&Wand Ww (a) (b) (c) (d) (•1 (A 4 7 S Z> <. N M r Floor Power Power oftoaw in nw rs Pam At" ANow. 8udpet ksrwr&V*. yes Lamp` 3"ast° Tab S U r T E 5 p r 5 A N F R A N C i C C 0 a Group S Lum. Fixture - -_.. ____�_ 'fief a1i _..,_ Para Type (hs) (W/M) ((c•d) x e) +f 1eDir 5b for t --- Lumu7aire 5b - -- ��4wip D Descirption tib. Description No. Description Power X. (: i� l 1 f (.1 N N t >H 9 4 ! ! 1 Aoorarwe. Y area under 1,COO its, ExcWe sx __ j•- 0 2.0 0 _--__ '"' eater area in(r) min row { c) A ( � 1 _ t 9 8 0 5 'J fl t areas and are" _ ►Enwr the _F___ - '`3- .>C i �"�)�'l�_ fid - r^�._.. s trf ,wb a area bafwoon 1.000 end -~ -- - no""r W4 type A 11 � shafts. taMrphsrra CNia 'fA fl-i fill fJh 7 t 5 9 u, a 0 5 0 4 roorrrs. eAc `,Of109Mf,alnwr a►ea n k!fhN rertr t,000 1 2,000 olraaNsats a,►t►e -_ kMrMrwre. For t'C Tfi1C c ►QC ( `~ n �✓ + h area over ti,0841�, fAxw*i cwW and ' '--- B4Otto 1.2 1 oT0_ _ orJ a -�l_� _ Z2 snM►arta in ic)Rill towho;1"n0y Ill G I - -•»*--- -.-. ..Y-- ....___.._. ,_..- ----- aMsrn.rrye firnps. _- •--- 1 N area under 2,000 fP• rypicat basset E 4 t i=�, F xi F to - - ! !- — l� Mor area in(c)this row rj 7� 0 4.0 0 aabrovrrW"S aro: L,�, if area between 2.000 aryj! •ita.4G S rD r� Befall 1..1 �,� L s. BECK ) {U vi PAr? NON E -Z 6.000 ft', renter cies in(c)Mrs row T2,.0000 3.0 8,000 mrlyubc — - �._ _ --- standard If area over 6,000�, --• rrrayneMc• - MA40 EE kv T1 enter area in(c)this row 00 2.0 20,OOf1 __ WU __ -- - _ •ELECT br - _ c x e electranic -_ •Wa t-rr'for megnetir,heater WOW see rabm3bior ��- ott►er ilaAasrUJ 1. Total interior Ligrhtirrg Power Budget(W). Add amounts In cviurnn -� abbro+rlafkna. _- --_-__� Adjusted [4M InteriorSum the Page Total(a)from Form 5cine `Lighting otal line feet of track GghfkngPowerultiply line 3 by SOehyuuhaveoayhVh1VV a otal Inferior Lighting Power.Add line 2 and line 4lurneel narr:e cor,rrots otal Control Credit from Worksheet 5a° -- use WoAshewf __ .•� 5a to calculate 7, Total Adjusted Lighting Power (W). Subtract line 6 from fine -- -_- -- - _ ft rrr+rs.tn� 8. Does design meet the budget? Enter'Y`it fine 7 Is less than line 1,otherwise redesign. ----- - Interior tk, n Lightifl>t� 9. _ a non-exempt spaces have local li ht' controls? - - V- 9 n0 Enter'Y`if true, otherwise redesign. COlt1tTOIs 10. Do all local lighting controls control less than 2,000 ftr of area? Enter"Y'' if true,otherwise rr4 �-'- V redesign. °r - 11. 0.�all interior display and -- n I __-_�---------- � D Y acce t fighting,Including plug-in. tract and display Case lighbn9, — - - - _�_ have sewale tignting controls. Enter"Y`M true, otherwise redesign. 12. In buildings over 4,000 fe. do the luminaires in office spaces he, a epsrafe automatic control,to shut (�} off the fighting during unoccupied penods7 It yes, check the typo. of uontrol(s) used. Otherwise redesign. j Automatic,T►me Si acnes -- J 1 '-) occupancy Sensors V 4� ^� -_� CIO _t f)rher -�. _ lilt 5'2 Chapter 5-AftiffCial Light Forms 5-'I Form 5c INTERIOR LIGHTING POWER Form 5�� •Enter the quantily --- _ EXTERIOR LIGHTING for every (a) lb) (c) (d) (e) (f)~' - ron-oxerro Lighting Exterior (a) (b) (e) (d) - - kgmu e. Do not Room or Room or Plans Luminalre Ouantity of Luminaire Power Building oor►aioler rratk Sheet No, Designation ID Luminaires° Power (d) x (e) Lighting Lighting ►rphtrny on this - -- --_--__�� _ --- form. This is - T _ Power accounted for on `��- - Z�I 1 P0�11Cr Building Area or Max. Power Butraet ENCON Form Sm. _ -_� Budget EN!'RGY 2 CONSERVATION ■ CGIWA4JY :-}� t -, Component Length Allowance (bj x(c) Total finear feet of exterior watt at the ground floor ft 7.5 W/ft 12 �•().7 • 4y4U ti l:aminc Real, Suite 20.1 Los Affoe, CaNforrria, 94022 2. For buildings over 20 ft.,enter the building heigt. over 20 ft-` ft lei f (415) 96 r-$055 3. Multiply call 1(b)by cell 2(!c,). Enter into cell 3(b) ttr 0.25 W/ft' fox r (415) 964-3754 ( 4. Width of exit doors b 40 W/� �a NO. DATE 16@l1E ` b -- S. Area of drive-through canopies ftp 2.S W/tf= t� � t 07.15.96 PERIAIT Exterior Lighting Power Budget(W).Add amounts in column(d) jf °- !-T Exterior --__ ___.____- (a) (b) Building Lighting -- —`-- - `-� LightIng Luminaire Quantity of Luminaire Power - -•---- _f-..__�_ __ __ -:- _�- Power EKlarior L ht g 7Vp I.O. Luminaires' Power (e)x(d) __ -, _ ,Enter rhe number y_.AI�7�_ Wi. Witchmt- - t90 of)UM0,91f"that iftuminate rhe { srtefsor of the -- bu4dirig,adjacent - waitr-Ays,iosdirrp Z -- areas,and Wive -"-- through canopies. L`xChjdle kfmlharies ORA WING TITLE that sro exemPt --- -- from the conweetml hied - __— ENERGY COMPLIANCE FORMS— ___-�. LIGHTING 1 - �,..,•' grill ��;i� »cea,.e PROJECT NO. N(W 10 00 Total EwWor Building tJghtlrp Power(M. Sum amounts,In column a ( ) ",�►U Ca+G�' r•p J' u ADG Fii..E Nd11�ilE f to Nt �/rj _ S. sign meet budget;?Entor"�K litre 7 is less than line a loth® se edelr • t'` • - -- � twi r igh .1 �'r P ?titF.)� [?AAWtMQ NO. Ps'itital. Stan the emaunta In cdumn .Y.~ �_ _ -,_-_�- -_ - _ _._.__ .. .. — -- 1 Lights�r 0. Do�1 exteridr lum"Ines(enonVil ofdAZtn•�tcafapN)haw avltftrfatk otintroN to turd of Ilgtttr JUL 2 5 1996 Control dud ht hong or node t Etlter'"f"M true �� . r+esl blhetwi9e redesi�r►, E481 ibrr/fe 3-3 std �� .... Slc,t:gTURE: r 5-4 fC Wtor 5-Affft4vf Llpttt t+ia► tt T PacHlc Hwy. 15880 Ste.A-4 �u MEC 96-0272 98-0272 LI fyao dUP 98-0458. ... .__ EXPrIgATIUN -- r 33 of 33 - t If thk nolite appeal's ch"llrr tfl;i►t file document, the docuntenf is of n)"ll- ;irt;ll gIiIIIIIIIIIII IlIIf11111I�1..Ili �'IIII1 1 I`illlilillli(i'(�Ill�illlill 1 1iljllilllljl f 1I1111i�lllll ! IIIIIIIII(I�I Illlillllllll I ilillllll�4llfi �1111J� tllll�l{I(1 l"Cff MAD[q CN Ir t Corr i I nl�I�iuliiull(Ii inii�iii Iirrl►ir� 1!• 1t i� i� i��i�l i11iI11111n,int�lilni11nl11iil1inl�iiiliiiilii��iiiilni!I��nliiiiiiniliiiilnnlinileiiilnnlinilniilliiilni�{ii11 i11iln1i inllnulinlllrtliimlinillli111111Iirti��n : ( �Inlittll i i