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38045 Market Square
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38045 Market Square
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Last modified
3/24/2025 1:11:50 PM
Creation date
2/25/2025 9:43:16 AM
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Building Plans
Street #
38045
Location
Market Square
Contractor
Design it Build it
Building Plans - Permit #
10581
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GENERAL NOTES & SPECIFICATIONS <br />I CONTROL ��E LEZVING <br />I 111 (-- ___— _T_.IEXTERIORI METAL <br />I DOORS & IFR MES <br />-- -a — -�---C---- I L _J <br />FI <br />! — <br />l_EC. <br />10 _ _ED <br />i I I I I I <br />I-DIS NNECT & REMOVE <br />�- -J-- — J I E RNIS INS S q N -� 4 I— p — I EQUIPMENT <br />/ I I II I REMOVE A PO TION OF 109 <br />IL — THE EXTERI❑R jTW ELL AS <br />--� �---- ------ �----- ----- -- -�- —I - F�PO�E.CAST <br />T INT V RRING> �J <br />REMOVE EXISTING SUSP. \ i E EMENT OF <br />AC❑UST, CEILING SYSTEM I ITHE MRI INT❑ITHE SUIT <br />AS INDICATED, TYP. -- - — <br />RECEPTION �—_� LI _J <br />12 <br />LJ LJ <br />II II 11 II II II I I I I <br />ram— i� <br />I I II <br />L� _I1J <br />WAITING 11 <br />P! <br />REMOVE EXISTING FLOORING & <br />ABRADE EXISTING CONCRETE <br />AS REQUIRED TO PROVIDE A CORRIDOR <br />CLEAN & SMOOTH SURFACE FOR 10El <br />INSTALLATION OF NEW FLOOR <br />FINISH & WALL BASE <br />DRESSIrdG \ II <br />1 22 \ LEI ILET <br />[105 <br />PREPARAT_.0N <br />1 33 <br />REMOVE A PORTION OF <br />THE PARENT WALL, RF <br />WALL & FINISH WALL AS <br />INDICATED TO FACILITATE <br />MOVEMENT OF THE MRI <br />INTO THE SUITE-------- <br />\ t <br />� I <br />J <br />71 READING_ L <br />BREAK <br />l0E] 107 <br />TOILET' <br />OILET--- <br />ol STI3RAGE <br />L l04 <br />I I II_ _ II II II II II II II I I <br />1 ARCHITECTURAL FLOOR PLAN <br />A--1 J SCALES 1/4' = i'-0' <br />11 <br />DIVISION FIVE ;,METALS <br />NON -LOAD BEARING WALL FRAMING <br />I. METAL FRAMINGi PROVIDE NON -LOAD BEARING STEEL STUD PARTITIONS WITH <br />DEFLECTIONS CONFORMING TO L/360 AT 15 PSF (718 PA) FOR VENEER PLASTER <br />WALLS AND L/240 AT 5 PSF (239 PA) TYPICAL FOR GYPSUM BOARD WALLS, <br />2. FIRE -RESISTIVE RATING, WHERE INDICATED ❑N DRAWINGS, PR❑VIDE 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 OUTLINED 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 CHARACTERISTICSi FOR GYPSUM BOARD ASSEMBLIES WITH STC <br />RATINGS, PROVIDE MATERIALS AND CONSTRUCTI❑N IDENTICAL TO THOSE TESTED IN <br />ASSEMBLY INDICATED ACCORDING TO ASTM E 90 AND CLASSIFIED ACCORDING TO ASTM <br />E 413 BY A QUALIFIED INDEPENDENT TESTING AGENCY. <br />DIVISION SIX - WPOD AND PLASTIC <br />MILLWORK <br />I. 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 LID-3. <br />3, SURFACE MATERIAL SHALL BE HIGH PRESSURE LAMINATED PLASTIC CONFORMING TO <br />NEMA LD-3, 50 MIL THICKNESS. <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 />5, ALL MILLWORK TO BE CONSTRUCTED OF 3/4' PLYWOOD UNLESS NOTED ❑THERWISE, <br />DIVISION SEVEN THERMAL <br />BATT & BLANKET INSULATION <br />1. BATT AND BLANKET INSULATION SHALL BE PRECUT KRAFT-,FACED PIECES (BATTS) OR <br />ROLLS (BLANKETS) OF RESILIENT GLASS FIBERS BONDED WITH AN ACRYLIC <br />THERMOSETTING RESIN, <br />2, FRICTION FIT (OR FLANGE STAPLE) INSULATION BETWEEN FRAMING MEMBERS AFTER <br />COVER MATERIAL HAS BEEN INSTALLED ON ONE SIDE OF THE CAVITY. <br />3, IN APPLICATIONS WITHOUT A, COVER: MATERIAL AND WHERE FRAMING DEPTH IS LARGER <br />THAN INSULATION THICKNESS. SECURE WITH 16 OR 18 GAGE WIRE RUNNING DIAGONALLY <br />OR PERPENDICULAR TO INSULATION, SPACED AT 18 TO 84 INCHES. <br />4. NON -STANDARD -WIDTH CAVITIES SHALL BE FILLED BY BATT INSULATION CUT <br />APPROXIMATELY ONE INCH <11) WIDER THAN THE SPACE TO BE FILLED. <br />5. THERE SHOULD BE NO GAPS, NOR SHOULD THE INSULATION BE DOUBLED -OVER OR <br />COMPRESSED, <br />6. CUT TO BUTT -FIT AROUND WIRING AND PLUMBING, OR BE SPLIT (DELAMINATED) SO <br />0o THAT ONE LAYER CAN FIT BEHIND THE WIRING OR PLUMBING AND ONE LAYER FIT IN <br />FRONT, <br />7. DAMAGED INSULATION IN THE COMPLETED WORK SHALL BE REMOVED AND REPLACED. <br />INSULATION THAT HAS BEEN WET OR IS WET SHALL BE CONSIDERED DAMAGED. <br />DIVISION EIGHT.- DOORS AND WINDOWS <br />METAL DOORS <br />1. METAL DOOR SHALL BE FLUSH, SEAMLESS STEEL DOOR FACTORY PREPARED AND <br />cu REINFORCED TO RECEIVE HARDWARE AND HAVING COLD ROLLED STRETCHER LEVELED <br />SHEET STEEL FACE SHEETS NOT LESS THAN 0.048 INCH THICK 08-GAGE). <br />2. WHERE FIRE RATED DOORS ARE REQUIRED, DOORS SHALL BE LISTED AND LABELED FOR <br />THE FIRE RATING SHOWN ON THE PLANS, <br />3. PROVIDE BUILDER'S HARDWARE FOR THE DOORS AND OPERATIONS INDICATED ON THE <br />DRAWINGS AND REQUIRED BY CODE, <br />4. FURNISH OWNER 2 KEYS FOR EACH LOCK. <br />0 <br />I SYMBOL LEGEND i <br />ROOM NAME <br />f�FFIGE <br />a2a <br />ROOM NUMBER <br />ROOM INFORMATION SYMBOL <br />Ai <br />AWINDOW LETTER <br />SEE DETAILS AND <br />FRAME ELEVATIONS <br />ON SHEET A-3 <br />WINDOW SYMBOL <br />WALL TYPE <br />LETTER - SEE <br />SHEET A-4 <br />A <br />WALL TYPE SYMBOL <br />DETAI#tS,wHtrc-cT <br />WHICH <br />DETAIL IS SHOWN <br />INTERIOR ELEVATION <br />SYMBOL <br />iDOOR NUMBER - <br />SEE DOOR AND <br />FRAME SCHEDULE <br />ON SHEET A-3 <br />101 <br />DOOR SYMBOL <br />DETAIL NUMBER <br />CIRCLE AROUND <br />AREA TO BE <br />DETAILED 1 <br />-1 <br />SHEET ON <br />WHICH DETAIL <br />-� IS SHOWN <br />DETAIL SYMBOL <br />E <br />N <br />J °° <br />D <br />G <br />o <br />t� <br />J <br />.c <br />oCo <br />a <br />m <br />o <br />N <br />Vi � <br />0a <br />JM <br />M <br />0 <br />U�0. <br />M <br />U <br />0 <br />`"e <br />0 <br />0 <br />N <br />U <br />a>Q <br />J <br />U <br />... 0 <br />0' Q h. <br />w <br />...J <br />UJ <br />V W Lo <br />U <br />_ cl <br />z <br />0 <br />.� <br />LL <br />..1UJ._J <br />w <br />Q <br />J <br />p <br />Q' < LL <br />Lo = <br />0 <br />CL if IL <br />W 0 uJ <br />ILL <br />NON <br />J <br />r <br />U <br />t1J <br />n- <br />W <br />0 <br />4 <br />=o <br />R , <br />UL <br />o <br />CV <br />Project Number <br />10062 <br />Date <br />06-01-10 <br />Sheet Number <br />A-1 <br />
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