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GENERAL NOTES & SPECIFICATIONS
<br />DIYISIQN ONE - GENERAL REQUIREMENTS,
<br />SUMMARY OF THE WORK
<br />1. THE WORK INCLUDES ALL DEMOLITION AND NEW CONSTRUCTION] AS INDICATED IN
<br />THE DRAWINGS AND SPECIFICATIONS.
<br />2. THE PERFORMANCE OF ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE
<br />FEDERAL, STATE, COUNTY, AND CITY CODES, RULES AND REGULATIONS,
<br />26'-3 3/4'
<br />3, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE
<br />ARCHITECT OF ANY DISCREPANCIES.
<br />4, THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS NECESSARY FOR A
<br />COMPLETE, FIRST-CLASS INSTALLATION OR THAT ARE ESSENTIAL FOR PROPER
<br />_---- -.
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<br />OPERATION OF THE WORK INDICATED.
<br />--—--_ ---_— --------��—_—_——
<br />---
<br />I o 6' - 7' -- 10' - 6 1 / 8"
<br />7
<br />5'- 10 1 / 8" _ 3 ' - 4 1 / 2"
<br />NON -LOAD BE RING METALS
<br />WA L FRAMING
<br />1. METAL FRAMING, PROVIDE NON -LOAD BEARING STEEL STUD PARTITIONS WITH
<br />DEFLECTIONS CONFORMING TO L/360 AT 15 P$F (718 PA) FOR VENEER PLASTER
<br />WALLS AND L/240 AT 5 PSF C239 PA) TYPICAL FOR GYPSUM B❑ARD WALLS,
<br />2, FIRE -RESISTIVE RATINGi WHERE INDICATED ON DRAWINGS, PROVIDE MATERIALS AND
<br />CONSTRUCTION THAT ARE IDENTICAL TO THOSE ASSEMBLIES WHOSE FIRE RESISTANCE
<br />RATING HAS BEEN DETERMINED PER ASTM E119 BY A TESTING AND INSPECTING
<br />ORGANIZATION ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION.
<br />A. MEET OR EXCEED FIRE RESISTANCE REQUIREMENTS ❑UTLINED UNDER
<br />PROVISIONS OF THE GA-600 FIRE RESISTANCE DESIGN MANUAL FOR WALL
<br />AND CEILING ASSEMBLIES.
<br />B. MEET OR EXCEED CLASS A FLAME/FUEL/SMOKE REQUIREMENTS OF ASTM E 84
<br />SURFACE BURNING CHARACTERISTICS FOR FINISH MATERIALS.
<br />3, SOUND TRANSMISSION CHARACTERISTICS FOR GYPSUM BOARD ASSEMBLIES WITH STC
<br />RATINGS, PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE TESTE7 IN
<br />ASSEMBLY INDICATED ACC❑RDING TO ASTM E 90 AND CLASSIFIED ACCORDING TO ASTM
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<br />SUSPENDED ACOUSTICAL
<br />CEILING SYSTEM, TYP.
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<br />E 413 BY A QUALIFIED INDEPENDENT TESTING AGENCY.
<br />METAL DOOR & WINDOW FRAMES
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<br />102 II o II 03 III
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<br />1. METAL FRAME SHALL BE NOT LESS THAN 0.060 INCH THICK (IS GAUGE) SHEET STEEL.
<br />2. METAL DOOR AND WINDOWS FRAME PRODUCTS SHALL BE SUPPLIED KNOCKED -DOWN CKD),
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<br />3. KNOCKED -DOWN (KD) FRAMES SHALL BE SHIPPED UNASSEMBLE.'l
<br />4, CORNER JOINTS SHALL BE ACCURATELY MITERED AND TIGHTLY FITTED WITH INTEGRAL
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<br />DOOR STOPS MITERED OR BUTTED WHEN ASSEMBLED.
<br />5. FRAMES SHALL BE REINF❑RCED FOR ALL HARDWARE AND SHALL BE CLEANED AND
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<br />TREATED BY THE BNDERIZED PROCESS OR AN APPROVED PHOSPHATIZING PROCESS
<br />AND THEN GIVEN ONE FACTORY APPLICATION OF METAL PROTECTIVE RUST INHIBITIVE
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<br />PHARMACY
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<br />PRIMER. PRIMER SHALL NOT CONTAIN LEAD TYPE PIGMENTS.
<br />6. FRAMES FOR FIRE RATED DOORS SHALL BE LISTED FOR THE SAME RATING SHOWN ON
<br />THE PLANS FOR FIRE RATED DOORS,
<br />7. ALL DOOR & WINDOW FRAMES INSTALLED INTO LEAD LINED WALLS MUST PROVIDE
<br />SHIELDING THE EQUIVALENT OF THE LEAD THICKNESS WHICH IS REQUIRED FOR THE
<br />WALL INT❑ WHICH THEY ARE INSTALLED,
<br />DIVI�SJON..SIX WOQ AND
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<br />EXIST.
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<br />TENANT
<br />SPACE
<br />_ ELASTICS
<br />WOOD DOOR FRAMES
<br />1. WOOD FRAME SHALL BE CLEAR, PAINT GRADE, BIRCH.
<br />2, PREHUNG DOOR SYSTEMS SHALL INCLUDE ALL NECESSARY COMPONENTS, INCLUDING
<br />SOLID WOOD DOOR JAMBS, DOOR CASINGS, AND DOOR HINGES.
<br />3. WOOD DOOR SHALL BE 'CUSTOM' GRADE FLUSH, HOLLOW OR SOLID CORE WOOD DOORS
<br />AS SHOWN ON THE PLANS, FACE SHALL BE STAIN GRADE HARDWOOD VENEER EXCEPT
<br />AS
<br />4. WHERE H FIRE SRATED DOORS RE PLANS.E SHOWN ON THE EQUIRED SOLID CORE DOORS SHALL BE LISTED AND
<br />LABELED FOR THE FIRE RATING SHOWN ON THE PLANS.
<br />5, PRO VIDE BUILDER'S HARDWARE F❑R 7HE DO❑RS AND CIPERATIONS INDICATED ❑N THE
<br />DRA WINGS AND REQUIRED BY CODE.
<br />6. FURNISH OWNER 2 KEYS FOR EACH LOCK,
<br />7. ALL DOORS INSTALLED INTO LEAD LINED WALLS MUST PROVIDE SHIELDING THE
<br />EQUIVALENT OF THE LEAD THICKNESS WHICH IS REQUIRED FOR THE WALL INTO WHICH
<br />THE DOOR IS INSTALLED.
<br />MILLWORK
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<br />3'-8" CL.
<br />10`2 1/2" — - - 16'--1 1/4'
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<br />1. LAMINATE CLAD CABINETS, COUNTER TOPS AND SPLASHES SHALL BE CUSTOM GRADE,
<br />FLUSH OVERLAY CONSTRUCTION.
<br />2, LAMINATE CLADDING SHALL BE HIGH PRESSURE DECORATIVE LAMINATE COMPLYING
<br />WITH NEMA LD-3,
<br />3 SURFACE MATERIALPRESSURE LAMINATED PLASTIC CONFORMING TO
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<br />1 SECURITY BARS AS
<br />H.C. ACCESSIBLE 1 SELECTED
<br />PER F,B,C, I I
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<br />MIL THICKNESSHIGH
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<br />4. UNLESS OTHERWISE SHOWN ON THE PLANS, SPLASHES SHALL BE 4 INCHES HIGH FROM
<br />THE SURFACE OF THE DECK. BACK SPLASHES SHALL BE CONTINUOUS FORMED AND
<br />COVED. SIDE SPLASHES SHALL BE TOP SET.
<br />11-4,15.2 (MAX.
<br />SPOUT HT. 36') 1 1 H,C. ACCESS. 234'
<br />W/ CUP DISP, 1 01 PER F,B C, 11-7.2
<br />(MAX. ,B. 36')
<br />5. ALL MILLWORK TO BE CONSTRUCTED OF 3/4' PLYWOOD UNLESS NOTED OTHERWISE.
<br />INTERIOR STANDING AND RUNNING TRIM
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<br />1. STANDING AND RUNNING TRIM TO BE PAINTED SHALL BE PAINT -GRADE PINE, SOLID
<br />STOCK OR FINGER JOINTED.
<br />TV C 1 0 11 PASS-THRU
<br />1 11 1 COUNTER 242'
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<br />2. STANDING AND RUNNING TRIM SHALL BE INSTALLED WITH MINIMUM NUMBER OF JOINTS
<br />POSSIBLE, USING FULL LENGTH PIECES TO THE GREATEST EXTENT POSSIBLE,
<br />3, NAILS, SCREWS AND OTHER ANCHORING DEVICES OF THE TYPE, SIZE, MATERIAL AND
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<br />FINISH REQUIRED SHALL, BE PROVIDED FOR SECURE ATTACHMENT, CONCEALED WHERE
<br />— 7'-2 1/ 3'-0" 1 -111 114, 3'-0" 3'-0' — 5'-0' 3'-2"
<br />POSSIBLE,
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<br />REFELCTED
<br />CEILING LEGEND
<br />SYM,
<br />DESCRIPTION
<br />c 6'-3 3/4'
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<br />2'X4' LAY -IN FLUORESCENT LIGHT FIXTURE
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<br />2'X4' LAY -IN FLUORESCENT LIGHT FIXTURE
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<br />FLUORESCENT LIGHT FIXTURE - 2' STRIP
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<br />FLUORESCENT LIGHT FIXTURE - 3' STRIP
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<br />LIGHT FIXTURE - WALL MOUNTED
<br />EMERGENCY BATTERY UNIT WITH TWO
<br />ADJ HEADS
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<br />EXIT LIGHT - BATTERY BACK-UP
<br />1 ARCHITECTURAL FLOOR PLAN G--�
<br />2 REFLECTED CEILING PLAN
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<br />SUPPPLY DIFFUSER
<br />A-1 SCALEi 1/4' = 1'-0' a
<br />�1-1 SCALES 1/4' = V-0' D
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<br />EXISTING
<br />SYMBOL LEGEND
<br />WALL LEGEND
<br />ROOM NAME WALL TYPE DETAIL NUMBER
<br />WINDOW LETTER DOOR NUMBER - LETTER - SEE CIRCLE AROUND
<br />FF C SEE DETAILS AND SEE DOOR AND SHEET A-3 AREA TO BE A14
<br />123 FRAME ELEVATIONS FRAME SCHEDULE DETAILED �•�r.
<br />DETAI#rT
<br />ON SHEET A-2 ON SHEET A-2
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<br />-- —_—__ EXISTING C,M,U, BLOCK WALL
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<br />,.... �.■, .... EXISTING ONE HOUR FIRE WALI_ (C,M.U, BLOCK)
<br />ROOM NUMBER SHEET N WHICH
<br />1XX = SUITE 100 WHICH B 101 DETAIL IS SHOWN
<br />2XX = SUITE 101 DETAIL IS SHOWN `*.god
<br />NEW NON -RATED PARTITION
<br />ROOM INFORMATION SYMBOL INTERIOR ELEVATI❑N SYMBOL WINDOW SYMBOL DOOR SYMBOL WALL TYPE SYMBOL DETAIL SYMBOL
<br />NEW ONE HOUR FIRE WALL (METAL STUD)
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<br />Project Number
<br />10032
<br />Date
<br />04-06-10
<br />Sheet Number
<br />A- 1
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