Final Architectural Plans

AMING, CUT OPENINGS, AND ACCESSORIES. 4. REVIEW OF SHOP DRAWINGS SHALL BE FOR DESIGN AND GENERAL CONSTRUCTION ONLY AND NOT FOR DIMENSIONS, QUANTITIES OR FIELD FIT. D. MATERIALS PROVIDE MATERIALS WHICH CONFORM TO THE FOLLOWING STANDARDS: 1. STEEL PLATES, SHAPES, BARS: ASTM A 441 GRADE 50 2. COLD-FORMED STEEL TUBING: ASTM A 500, GRADE B 3. STEEL PIPE: ASTM A53, TYPE E OR S, GRADE B 4. COLD-ROLLED STEEL SHEETS: ASTM A 366 5. GALVANIZED STEEL SHEETS: ASTM A 526, WITH ASTM A 525, GRADE G90 ZINC COATING 6. CONCRETE INSERTS: MALLEABLE IRON (ASTM A 47) OR CAST STEEL (ASTM A 27) INSERTS, WITH STEEL BOLTS, WASHERS AND SHIMS: HOT DIP GALVANIZED. 7. GALVANIZING: ASTM A 386 FOR ASSEMBLED PRODUCTS; A 153 FPR IRON AND STEEL HARDWARE. 8. STEEL FOR GALVANIZED UNITS: ASTM A 446 GRADE A 9. STEEL SHAPES: ASTM A 36 10.SHEET METAL ACCESSORIES: ASTM A 446 GRADE A 11.GALVANIZING: ASTM A 525, G90 12.GALVANIZING REPAIR PAINT: MIL-P21035 (SHIPS) 13.SHOP PAINT: (UNLESS OTHERWISE SPECIFIED) FS-TT-P-86, TYPE II, OR SSPC-PAINT 14. APPLY TO CLEANED AND DEGREASED STEEL SURFACE AT RATE TO PROVIDE A 2.0-MIL DRY FILM THICKNESS. E. INSERTS AND ANCHORAGES: FURNISH INSERTS AND ANCHORING DEVICES TO BE BUILT INTO OTHER WORK FOR INSTALLATION OF MISCELLANEOUS METAL ITEMS: COORDINATE DELIVERY TO JOB SITE TO AVOID DELAY. F. FABRICATION 1. COMPLY WITH ASIC "SPECIFICATIONS" AND APPROVED FINALIZED SHOP DRAWINGS. MARK AND MATCH-MARK UNITS FOR FIELD ASSEMBLY. 2. USE HIGH-STRENGTH BOLTS FOR FIELD CONNECTIONS, EXCEPT AS OTHERWISE INDICATED. 3. COMPLY WITH AWS CODE FOR PROCEDURES, APPEARANCE, AND QUALITY OF WELDS. 4. USE MATERIALS OF SIZE AND THICKNESS SHOWN OR, IF NOT SHOWN, OF REQUIRED SIZE AND THICKNESS TO PRODUCE STRENGTH AND DURABILITY IN FINISHED PRODUCT. SHOP-PAINT ALL ITEMS NOT SPECIFIED TO BE GALVANIZED AFTER FABRICATION. 5. WELD CORNERS AND SEAMS CONTINUOUSLY: GRIND EXPOSED WELDS SMOOTH AND FLUSH. 6. FORM EXPOSED CONNECTIONS WITH HAIRLINE, FLUSH JOINTS: USE CONCEALED FASTENERS WHERE POSSIBLE. G. PROVISIONS FOR OTHER WORK: FABRICATES STRUCTURAL STEEL MEMBERS TO PROVIDE HOLES FOR SECURING OTHER WORK AND FOR PASSAGE OF OTHER WORK THROUGH STEEL FRAMING AS REQUIRED COORDINATING WITH ALL MECHANICAL TRADES. 1. STRUCTURAL AND MISCELLANEOUS STEEL: PAINT STRUCTURAL STEEL WORK, EXCEPT MEMBERS OR PORTIONS OF MEMBERS EMBEDDED IN CONCRETE OR MORTAR, AND CONTACT AREA TO BE WELDED OR RIVETED. CLEAN STEEL FRAME OF

1. STRUCTURAL AND MISCELLANEOUS STEEL: PAINT STRUCTURAL STEEL WORK, EXCEPT MEMBERS OR PORTIONS OF MEMBERS EMBEDDED IN CONCRETE OR MORTAR, AND CONTACT AREA TO BE WELDED OR RIVETED. CLEAN STEEL FRAME OF LOOSE MILL SCALE, RUST, OIL AND GREASE. APPLY PRIME PAINT TO PROVIDE A MINIMUM DRY FILM THICKNESS OF 2.0 MILS. 2. TOUCH-UP SHOP PAINT AFTER INSTALLATION. CLEAN FIELD WELDS, BOLTED CONNECTIONS AND ABRADED AREAS, AND APPLY SAME TYPE PAINT AS USED IN SHOP. USE GALVANIZED REPAIR PAINT ON DAMAGED GALVANIZED SURFACES. H. ERECTION 1. COMPLY WITH AISC CODE AND SPECIFICATIONS, AND MAINTAIN WORK IN SAFE AND STABLE CONDITION DURING ERECTION. 2. PROVIDE TEMPORARY BRACING AND SHORING AS REQUIRED: REMOVE WHEN FINAL CONNECTIONS PLACED. 3. SET BASE PLATES ON CLEANED BEARING SURFACES, USING WEDGES OR OTHER ADJUSTMENTS AS REQUIRED. SOLIDLY PACK OPEN SPACES WITH BEDDING MORTAR, CONSISTING OF 1 PART PORTLAND CEMENT TO 3 PART SAND, AND ONLY ENOUGH WATER FOR PACKING AND HYDRATION OR USE COMMERCIAL NON-SHRINK GROUT MATERIAL AT ERECTOR'S OPTION. 4. SPLICE MEMBERS ONLY WHERE SHOWN ON FINAL SHOP DRAWING. I. ROUGH HARDWARE 1. FURNISH CUSTOM FABRICATED ANGLES, BOLTS, PLATES, ANCHORS, HANGERS, DOWELS, AND OTHER MISCELLANEOUS STEEL AND IRON SHAPES FOR FRAMING AND SUPPORTING AND ANCHORING STUDWORK. 2. GALVANIZE, UNLESS OTHERWISE INDICATED. J. LOOSE BEARING PLATES: PROVIDE FOR STEEL ITEMS BEARING MASONRY OR CONCRETE, AS SHOWN. DRILL PLATES TO RECEIVE ANCHOR BOLTS. GALVANIZE AFTER FABRICATION IF EXPOSED. K. MISCELLANEOUS FRAMING AND SUPPORTS: 1. PROVIDE AS REQUIRED TO COMPLETE WORK AND NOT INCLUDED WITH STRUCTURAL STEEL FRAMEWORK. 2. FABRICATE WELDED CONSTRUCTION IN AS LARGE UNITS AS POSSIBLE; DRILL AND TAP AS REQUIRED TO RECEIVE HARDWARE AND SIMILAR ITEMS. 3. INCLUDE REQUIRED ANCHORS FOR BUILDING INTO OTHER WORK; SPACED NOT MORE THAN 24" O.C. UNLESS OTHERWISE SHOWN. L. MISCELLANEOUS STEEL TRIM 1. FABRICATE TO SHAPE AND SIZES AS REQUIRED FOR PROFILES SHOWN: CONTINUOUS WELDED JOINTS AND SMOOTH EXPOSED EDGES. USE CONCEALED FIELD SPLICES WHEREVER POSSIBLE. PART 6 - CARPENTRY A. GENERAL 1. SEE GENERAL CONDITIONS B. MATERIALS 1. ROUGH TIMBER - STRESS GRADED DOUGLAS FIR-LARCH SELECT STRUCTURAL GRADE NO. 2. FB = 1450 PSI; E= 1,700,000 PSI FOR MEMBERS 2"-4" THICK, 2"-4" WIDE AND FB = 1250 PSI FOR MEMBERS 2" TO 4" THICK, AND 5" AND WIDER. A. MAXIMUM MOISTURE CONTENT: 19% B. ALL LUMBER IN CONTACT WITH

O. 2. FB = 1450 PSI; E= 1,700,000 PSI FOR MEMBERS 2"-4" THICK, 2"-4" WIDE AND FB = 1250 PSI FOR MEMBERS 2" TO 4" THICK, AND 5" AND WIDER. A. MAXIMUM MOISTURE CONTENT: 19% B. ALL LUMBER IN CONTACT WITH MASONRY OR EXPOSED TO EXTERIOR SHALL BE PRESSURE TREATED, "WOLMANIZED" BY KOPPERS OR APPROVED EQUAL. 2. ROUGH HARDWARE, NAILS, SCREWS, BOLTS, ETC. AS REQUIRED FOR JOB CONDITION OR AS SHOWN AND SPECIFIED. 3. BUILT-UP GIRDERS - LAMINATED VENEER LUMBER A. "MICRO-LAMS" AS MANUFACTURED BY TRUS JOIST, INC. OR EQUAL B. STORE IN CLEAN, DRY, AREA. EXERCISE CARE IN HANDLING TO PREVENT DAMAGE. 4. PLYWOOD - COMPLY WITH DOC PSI, HPMA PS51, APA E30, APA Y510, AND HPMA HP-S6. A. N.A. B. USE PRESSURE TREATED PLYWOOD IN ACCORDANCE WITH AWPB LP-2 WHERE NOTED OR REQUIRED. 5. MISCELLANEOUS A. RAILS SHALL BE INSTALLED IN THE SHAPES, SIZES, AND LOCATIONS AS SHOWN ON THE DRAWINGS INCLUDING, BUT NOT LIMITED TO, STAIRS, BALCONIES, ETC. I. ALL RAILS SHALL BE SECURELY FASTENED TO THE BUILDING STRUCTURE AND DESIGNED IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES INCLUDING, BUT NOT LIMITED TO, IBC, ANSI, ETC. II. WOOD FOR INTERIOR RAILS SHALL BE SOLID SELECT PIPE MILLED TO THE PROFILES AS REQUIRED AND SANDED SMOOTH. III. WOOD FOR EXTERIOR RAILS SHALL BE OF SOUND PINE OR FIR PRESSURE TREATED WITH WOLMAN SALTS AND SANDED SMOOTH. C. EXECUTION 1. FRAMING A. LAY OUT, CUT, FIT AND ERECT FRAMING FOR ROUGH AND FINISHED WORK, BLOCKING, NAILERS, FURRING AND ALL OTHER ROUGH CARPENTRY. DO CUTTING WORK IN CONNECTION WITH CARPENTRY AND FINISH FOR OTHER TRADES. BRACE, PLUMB, AND LEVEL ALL MEMBERS IN TRUE ALIGNMENT AND RIGIDLY SECURE IN PLACE WITH SUFFICIENT NAILS, SPIKES, SCREWS, AND BOLTS AS NECESSARY. DEFECTS WHICH RENDER ANY PIECE OR PART UNABLE TO SERVE ITS INTENDED PURPOSE SHALL BE DISCARDED, OR IF IN PLACE, CUT OUT AND REPLACED. B. PROVIDE WOOD FURRING AND SUSPENSION NECESSARY TO RECEIVE AND SUPPORT FINISHES SUCH AS PLYWOOD, INSULATION, WALL SURFACING, MILLWORK, FINISH, CARPENTRY, AND CUSTOM WOODWORK. MEMBERS SHALL BE OF SIZE NECESSARY TO PROVIDE ADEQUATE BRACING, SUPPORT, AND FASTENING. SOFFIT AREAS SHALL BE TIED TOGETHER AND TO ADJOINING AND SUPPORTING CONSTRUCTION AS REQUIRED. C. PROVIDE WOOD ROUNDS, NAILING STRIPS, BLOCKING AND SIMILAR ITEMS WHEREVER NECESSARY OR REQUIRED THROUGHOUT THE PROJECT FOR THE SUPPORT, PROPER ERECTION OR INSTALLATION OF ALL WORK INCLUDING, BUT NOT LIMITED TO

WOOD ROUNDS, NAILING STRIPS, BLOCKING AND SIMILAR ITEMS WHEREVER NECESSARY OR REQUIRED THROUGHOUT THE PROJECT FOR THE SUPPORT, PROPER ERECTION OR INSTALLATION OF ALL WORK INCLUDING, BUT NOT LIMITED TO MIRRORS, CABINETS, CLOSETS, SHELF CLEATS, BASES, ETC. THOROUGHLY SECURE IN PLACE BY APPROVED MEANS. D. JOIST FRAMING FROM OPPOSITE SIDES OF AND SUPPORTED ON A FASTENED OR BUTTED END- TO END AND TIED BY METAL STRAPS. WHERE JOISTS BUTT INTO FLUSH MOUNTED BEAM OR GIRDER, PROVIDE METAL JOIST HANGERS AT EACH JOIST IN WIDTHS AS REQUIRED FOR BY FRAMING AND AS SHOWN OR SPECIFIED. E. ALL BUILT-UP BEAMS, GIRDERS POSTS TO BE SPIKED AT 12" ON CENTER AND FASTENED TO SUPPORTS WITH 2 1/2" BOLTS. NO FACE SPLITS SHALL BE ALLOWED ON GIRDERS. I. BEAMS, GIRDERS AND OTHER CONCENTRATED LOADS SHALL BEAR ON SOLID MASONRY OR FILLED CORES OF BLOCK. F. FRAMINGS AROUND FLUES AND CHIMNEYS: COMBUSTIBLE FRAMING SHALL BE TRIMMED NOT LESS THAN 2" FROM FLUES AND CHIMNEYS AND 6" AWAY FROM FLUE OPENINGS. G. FOUNDATION AROUND ANCHORAGE: WALL SILL PLATES SHALL BE ANCHORED TO FOUNDATION WALLS WITH 1/2" DIAMETER ANCHOR BOLTS EMBEDDED NOT LESS THAN 16" IN GROUTED UNIT MASONRY. PROVIDE MIN. 2 ANCHOR BOLTS PER PLATE, PLACED 1'-0" MAX. FROM ENDS AND SPACED 6'-0" ON CENTER MAXIMUM. SILL PLATES BEARING ON MASONRY SHALL BE WOLMANIZED. D. STAIRS A. PROVIDE WOOD STAIRS WHERE SHOWN. B. STAIRS SHALL BE CONSTRUCTED TO SUPPORT THE DEAD LOAD IN ADDITION TO THE LIVE LOAD OF 100 PSF WITH A LEGAL FACTOR OF SAFETY, AND SHALL MEET ALL REQUIREMENTS OF THE LAWS AND THE APPROVAL OF THE AUTHORITIES HAVING JURISDICTION. C. INSTALL STAIRS IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES INCLUDING, BUT NOT LIMITED TO, IBC, ANSI. D. INSTALLATION SHALL BE RIGID, SUBSTANTIAL CONSTRUCTION THROUGHOUT, PLUMB AND TRUE TO EXACT LINES AND LEVELS, POSITIONED IN CORRECT LOCATIONS AND IN PROPER RELATION TO ADJOINING WORK. E. ALL FASTENINGS SHALL BE CONCEALED. E. MILLWORK 1. GENERAL A. WORK OF THIS SECTION, AS SHOWN OR SPECIFIED, SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS B. QUALITY ASSURANCE: QUALIFICATIONS OF FABRICATORS AND INSTALLERS: FOR ACTUAL FABRICATION AND INSTALLATION OF CABINETRY AND MILLWORK, USE ONLY PERSONNEL WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN PRODUCTS INVOLVED AND IN THE RECOMMENDED METHODS FOR THEIR FABRICATION AND INSTALLATION. 2. SUBMITTALS A. SHOP DRAWINGS: BEFORE ANY

RK, USE ONLY PERSONNEL WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN PRODUCTS INVOLVED AND IN THE RECOMMENDED METHODS FOR THEIR FABRICATION AND INSTALLATION. 2. SUBMITTALS A. SHOP DRAWINGS: BEFORE ANY CABINETRY AND MILLWORK ARE FABRICATED AND DELIVERED TO THE JOB SITE, SUBMIT COMPLETE SHOP DRAWINGS TO THE OWNER FOR APPROVAL. 3. PRODUCTS A. CUT ALL OPENINGS FOR EQUIPMENT. COMPLY WITH MANUFACTURERS REQUIREMENTS. SEAL EDGES OF ALL CUTS. B. PROVIDE COMPLETE HARDWARE AS REQUIRED TO COMPLETE THE JOB. HARDWARE DESIGN AS SELECTED BY OWNER. HARDWARE STANDARDS SHALL COMPLY WITH ANSI A156.9 4. INSTALLATION A. INSTALL THE WORK PLUMB, LEVEL, TRUE AND STRAIGHT, WITH NO DISTORTIONS. SHIM AS REQUIRED USING CONCEALED SHIMS. INSTALL TO A TOLERANCE OF 1/8" IN 8'-0" FOR PLUMB AND LEVEL AND WITH 1/16" MAX. OFFSET IN FLUSH ADJOINING SURFACES. B. SCRIBE AND CUT WORK TO FIT ADJOINING WORK, AND REFINISH CUT SURFACES OR REPAIR DAMAGED FINISH AT CUTS. C. ANCHOR WOODWORK TO ANCHORS OR BLOCKING BUILT-IN OR DIRECTLY ATTACHED TO SUBSTRATES. SECURE TO GROUNDS, STRIPPING AND BLOCKING WITH COUNTERSUNK, CONCEALED FASTENERS AND BLIND NAILS AS REQUIRED FOR A COMPLETE INSTALLATION. 5. PROTECTION A. COVER CASEWORK WITH 4-MIL POLYETHYLENE FILM, FOR PROTECTION AGAINST SOILING AND DETERIORATION DURING REMAINDER OF CONSTRUCTION PERIOD. F. WORKMANSHIP 1. ALL MANUFACTURE'S ASSOCIATIONS SPECIFICATIONS SHALL APPLY FOR FRAMING, CABINETRY, STAIRS, ETC. 2. ALL WOODWORK SHALL BE FINISHED SMOOTH, HAND SANDED ON ALL EXPOSED SURFACES, FREE FROM DEFECTS, DIRT, STAINS, ETC. 3. ALL WOODWORK SHALL BE ERECTED IN A THOROUGHLY WORKMANLIKE MANNER. 4. ALL ASSEMBLING SHALL BE CLEANLY CUT, TRUE, AND TIGHTLY FITTED. 5. ALL NAILING SHALL BE DONE IN SUCH A MANNER AS TO PREVENT ANY DAMAGE TO THE FINISHED SURFACES. No. Date Description