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1 <br />A-2 <br />e <br />ARCHITECTURAL FLOOR PLAN <br />SCALES 1/8' = F-0' <br />ROOF PLAN <br />A- 2 SCALES 1/8' = V-0' a D <br />aD <br />_UANUFT BLLUW I T', <br />GENERAL NOTES & SPECIFICATIONS <br />DIVISION ONE - GENERAL REQUIREMENTS <br />SUMMARY OF THE WORK <br />1, THE WORK INCLUDES ALL NEW CONSTRUCTION AS INDICATED IN THE DRAWINGS AND <br />SPECIFICATIONS, <br />2, THE PERFORMANCE OF ALL CONSTRUCTI❑N SHALL CONFORM TO ALL APPLICABLE <br />FEDERAL, STATE, COUNTY, AND CITY CODES, RULES AND REGULATI❑NS. <br />3, THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS NECESSARY FOR A <br />COMPLETE, FIRST-CLASS INSTALLATION OR THAT ARE ESSENTIAL FOR PROPER <br />OPERATI❑N OF THE WORK INDICATED, <br />DIVISION FOUR - MASONRY <br />SPLIT -FACED MASONRY <br />1, COLOR AND TEXTURE SHALL BE AS SELECTED BY OWNER FROM MANUFACTURER'S FULL <br />LINE FOR EACH SPECIFIED FACE, <br />2, PROVIDE SPECIAL SHAPES WHERE REQUIRED FOR LINTELS, JAMBS, CORNERS, SASH, <br />CONTROL JOINTS, HEADERS, B❑NDING, AND OTHER SPECIAL CONDITIONS, <br />3, USE MASONRY DETERGENT CLEANERS IN ACCORDANCE WITH MANUFACTURER'S <br />DIRECTIONS, D❑ NOT USE STEEL WOOL OR OTHER ABRASIVES, OR ANY PRODUCT <br />CONTAINING UNBUFFERED HYDROCHLORIC ACID OR OTHER ACIDS, <br />DIVISION SEVEN - THERMAL AND MOISTURE PROTECTION <br />MEMBRANE ROOFING <br />1, PROVIDE AN INSTALLED ROOFING MEMBRANE AND BASE FLASHING SYSTEM THAT DOES <br />NOT PERMIT THE PASSAGE OF WATER, AND WILL WITHSTAND THE DESIGN PRESSURES <br />CALCULATED IN ACCORDANCE WITH THE MOST CURRENT REVISION OF ASCE 7, <br />2, PROVIDE MANUFACTURER'S STANDARD GUARANTEE WITH SINGLE SOURCE COVERAGE. <br />METAL COPING <br />1. PROVIDE COPING/FLASHING SYSTEM WHICH MEETS THE CRITERIA RECOMMENDED BY <br />FACTORY MUTUAL RESEARCH CORPORATION'S (FMRC) REQUIREMENTS, <br />2, PROVIDE COPING/FLASHING SYSTEM TO MEET UPLIFT RATING REQUIRED FOR THE WALL <br />THICKNESS INDICATED, <br />3, PROVIDE COPING/FLASHING WITH KYNAR 500 / HYLAR 5000 FINISH FROM <br />MANUFACTURER'S STANDARD COIL -COATED C❑LORS, <br />DIVISION EIGHT - DOORS AND WINDOWS <br />DOOR AND FRAMES <br />1, PROVIDE DOORS AND FRAMES AS INDICATED ON THE DRAWINGS, <br />2, DOORS AND FRAMES SHALL CONFORM TO THE REQUIREMENTS OF ANSI A250,8 <br />3, FIRE RATED DOORS AND FRAMES ARE INDICATED ON DOOR SCHEDULE AND SHALL BE <br />LABELED BY UL OR WH, <br />2, PROVIDE BUILDER'S HARDWARE FOR THE DOORS AND OPERATIONS INDICATED ON THE <br />DRAWINGS AND REQUIRED BY CODE. FURNISH OWNER 2 KEYS FOR EACH LOCK, <br />3, DOOR MANUFACTURER TO PROVIDE COMPLIANCE INFORMATI❑N FOR FBC WIND LOAD <br />REQUIREMENTS AS NEEDED, <br />WINDOWS AND STOREFRONTS <br />1, PR❑VIDE OPERABLE AND FIXED WINDOWS AND STOREFRONTS AS SHOWN ON THE <br />DRAWINGS, <br />2, WINDOW/STOREFRONT MANUFACTURER TO PROVIDE C❑MPLIANCE INFORMATI❑N FOR FBC <br />WIND LOAD REQUIREMENTS AS NEEDED, <br />DIVISION NINE - FINISHES <br />CEMENT PLASTER (STUCCO) <br />i, APPLY P❑RTLAND CEMENT PLASTER (STUCCO) TO ANSI STANDARDS A42,2 AND A423, <br />2. LATHING AND FURRING TO COMPLY WITH ASTM-C841, <br />PAINTING <br />1, PAINT ALL EXPOSED SURFACES UNLESS OTHERWISE INDICATED. <br />2, INTERIOR PAINT SCHEDULE <br />CONCRETE, STUCCO AND MASONRY, 1 COAT WATERPR❑OFING MASONRY PAINT <br />1 COAT ELASTOMERIC WATERPROOF COATING <br />EXTERIOR ALUMINUM, 1 COAT ZINC CHROMATE PRIMER <br />2 COATS FLAT ALKYD ENAMEL <br />EXTERI❑R WOOD TRIM, 1 COAT EXTERIOR PRIMER UNDERCOAT <br />2 COATS EXTERIOR ACRYLIC EMULSION <br />TILE <br />1, PROVIDE GLAZED CERAMIC WALL TILE THAT COMPLIES WITH ANSI A1371 <br />2, INSTALL TILE AND GROUT IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF ANSI <br />A108,1 THROUGH A108,13, <br />DIVISION TEN - SPECIALTIES <br />CANVAS AND ALUMINUM AWNINGS <br />1, CANVAS SHALL BE 1007 EXTERIOR GRADE ACRYLIC FIBER <br />2, FRAMING SHALL BE V SQUARE ,125 ASTM B 221 ALUMINUM TUBING, WELDING TO AWS <br />STANDARDS WITH WELDS GROUND SMOOTH, <br />p M <br />� <br />E <br />U <br />;zN <br />.n <br />a� <br />0 <br />o <br />06 <br />o <br />z <br />Jv <br />o <br />m <br />f0 <br />U- <br />a <br />> <br />$ <br />m <br />0 <br />U <br />N <br />rLN <br />¢ <br />O^ <br />c <br />o <br />r <br />a <br />`- <br />J <br />ti <br />Cl) <br />M <br />J <br />06 <br />21 <br />n <br />U4) <br />a) <br />/CN <br />CN <br />0 <br />O2 <br />U) <br />00 <br />C <br />o <br />0 <br />z <br />a� <br />� <br />¢r <br />0 <br />J <br />O <br />LL <br />U_ <br />C <br />J <br />J <br />O <br />J <br />LL <br />U <br />.y <br />0 <br />c <br />0 <br />r` <br />S <br />N <br />J <br />w <br />It <br />O <br />_lLL <br />> <br />M <br />Z <br />° <br />LU <br />_ <br />�� <br />U <br />L <br />F <br />Z0J <br />-J <br />o <br />Z) <br />U <br />00 <br />0 <br />= <br />_ <br />W <br />d. <br />M <br />Z <br />N <br />(00 <br />N <br />Revisions: <br />w <br />0 <br />OW <br />U- <br />Q <br />J <br />J <br />CL <br />Z <br />O� <br />U- <br />�0 <br />U� <br />DW <br />M <br />W <br />LL <br />1� <br />o <br />Z <br />nip <br />Z <br />U <br />ry <br />Q <br />Project Number <br />06082a <br />Date <br />03-19-07 <br />Sheet Number <br />A-2 <br />