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HomeMy WebLinkAbout0490 OCEAN STREET - PLANS (5) Q ABBREVIATIONS MATERIALS PROJECT: ABY above FP fi rep lace PWD plywood T ACT acoustical tile FS firestopping PVC polyvinyl chloride EARTH/COMPACT FILL GYPSUM WALL BOARD HYANNIS YACHT CLUB ADH adhesive FV flashed valley PFB prefabricated ADJ adjacent FLG flashing QT quarry tile ADJT adjustable FLR floor, flooring RBT rabbet POROUS FILL/GRAVEL ALT alternate (ing) FD floor drain RAD radius CAPTAINS TABLE RESTAURANT REMODELING AL aluminum FFR flush frame (ed) RAF rafter (s) ANC anchor FIG footing RL rail (ing) '` `.-:b:o CONCRETE HYANNIS, MA. �5;.; . . AB anchor bolt FND foundation REF reference 87-112 ANOD anodized FR frame (ing) REINF reinforcing (ment) APX approximate FUR furring RC red cedar CONCRETE MASONRY UNITS ARCH architect GA gage, gauge REQ required (s) .ASBO as selected by owner GAR garage RES resilient G\S��RE ARCy/l ARCHITECT: �� ��� F��F�� ASPH asphalt GV galvanized RET retaining WOOD FRAME ,r BAF baffle GL glass REV reversed No. 6123 c BET between G&N glue & nail RV ridge vent BEV bevel (ed) GB grab bar R riser FINISH WOOD A . E . FERRAGAMO, A .I . A . SANGMTCM, BSMT basement GR grade RB rubberMass �rNof MAP BRG bearing GPDW gypsum dry wall RF roof (ing) �--- BEL below HGR hanger (s) RM room SHEATHING 478 ROUTE 6A P.O. BOX 332 E. SANDWICH, MA. 508/888-0869 BEY beyond HBD hardboard RO rough opening 12 23/88 BIT bituminous HDW hardware RS rough sawn BLKG blocking HDR header SCH schedule PLASTIC BOARD INSULATION BRKT bracket HVAC heating/ventilating/ SNT sealant BD board air conditioning SG select grade SITE IMPROVEMENT DIAGRAM BS both sides HT height SHTH sheathing FIBERGLASS BATT INSULATION y and relatede u ng, s u line,y oper ng p s ex.1 All existing li building, r BOT bottom HR hip rafter SHIN shingle (s) _ 1 �.---..--- BRDG bridging HC hollow core SIM similar site information indicated on this Drawing was taken from Drawing BLDG building HM hollow metal SKL skylight No. 884 prepared by Baxter & Nye, Inc. , dated May 12, 197S. All '> CH capped hip HOR horizontal SL slope (d) proposed parking lot drainage indicated on this Drawing was taken1 CI cast iron HB hose bib SF smooth face from Drawing No. 87-312 prepared by Down Cape Engineering, Inc. , - CR capped ridge IF inside face S4S smooth four sides dated January 28, 1988. CPT carpet INT interior SC solid core DIMENSIONING - CB catch basin INS insulation SP soundproof CLG ceiling JT joint SST stainless steel -s 1 CT ceramic the J joist ST steel / CHNL channel LV lapped valley SiOR storage 12'-3" CBD clapboard L length, long SiR structure (al ) ( n CLR clear (ante) LEV level SUBS substrate SUS suspended __ __ _ OF PARTITION CENTERLINE CL closet LT light COL column MFR manufactuer SYS system O l �� --" COMP compacted MO masonry opening TEMP tempered , CMPT component (s) MAX maximum THK thick (ness) a N e f CONC concrete MET metal THR threshold N _ _ CO concrete opening MIN minimum TPTN toilet partition et �� :>- - r 1i CMU concrete masonry unit MB moisture barrier T&G tongue & groove CONN connection MLD moulding TW to weather 6 CENTERLINE OF DOOR � r'_._-- CONST construction MT mount (ed) T tread �` r �} IT CONT continuous N north TYP typical - -- - CJT control joint NCH noncombustible hearth UDLMT under1ayment i CRS course (s) NIC not in contract VAL valley 1 DP dampproofing NIS not to scale VR valley rafter �\ ` DET detail OC on center (s) VB vapor barrier NEW Y r I DBL double OPG opening VERT vertical O CENTERLINE COCON. TRU .TIC�N 1 0 OF outside face VIN vinyl ROOM NAME OF WINDOW \ F `� ON dawn -- DS downspout OH overhang VWC vinyl wallcovering Its Q- rr ci DWG drawing OHD overhead door WFBD waferboard I ` EA each PNT paint (ed) WP waterproof (ing) O �� t• - _ r EF each face PNL panel WS weatherstripping EW each way PAR parallel WWF welded wire fabric O ELEC electrical PERF perforated WA where applicable - Q EL elevation PERP perpendicular WC white cedar FACE OF STUD �>� •I wide, width ENG engineer PJF preformed joint filler W PM pressed metal WIN window �� l - EQ equal P 5,-0. PRTD pressure treated WD wood � '1 ' NEW (� EXG existing P _ Vr EXT exterior PiN partition (s) WPT working point 4 CONSTRUCTI I EXTN extension PVMT pavement F fixed FAB fabricated PLAS plaster EXP exposed n EXISTING BUILDING ;: FGL fiberglass PLAM plastic laminate FIN finish (ed) PL plate r U n1 T F DRAWINGS SYMBOLS LIST O _ i h WAIK �- WD XKFN(N1c) WAIr: . BUILDING SECTION COVER SHEET/GENERAL INFORMATION N SITE NORTH A_9 REFERENCE DRAWING NUMF3ER - Gl OUTLINE SPECIFICATIONS Nevi � � �LL �. ' t �ve.t7(.uT t3uH+�lPs�, r , ,- G2 OUTLINE SPECIFICATIONS ` '• ��� ri _-��~ 1T_. �� 7 DETAIL A-1 REFERENCE DRAWING NUMBER (� BUILDING NORTH EXl EXISTING FIRST FLOOR PLAN 1 (,� 110' 11 12 / 3 1f4 EX2 EXISTING EXTERIOR ELEVATIONS t 15 rl / I �liFr l6F1 INDICATES SECTION NUMBER EX3 EXISTING EXTERIOR ELEVATIONS ) AND�:4PrNbFi\r �` a " �� / ! 1 0 1 OPEN GRATE �� r LEVEL LINE ���//// v� Al FIRST FLOOR PLAN l ( i >4 q / POINT OR DATUM C / G \ AlA PARTIAL BASEMENT FLOOR PLAN I r �i % TRENCH - CONTROL 1 I ti INDICATES DRAWING SHEET ON NIC 1 /U A-3 A-3 A2 ROOF PLAN E--WHICH SECTION IS SHOWN—� DASH AND DOT A3 BUILDING SECTIONS - - A4 BUILDING DETAILS r� t.! 0 I ? �� �� /( 3 CENTER LINES, PROJECTIONS, EXT, ELEVATION LINES 7 A5 BUILDING DETAILS 3 ROOM FINISH, ACCESSORY & CABINET, FIN CARPENTRY SCHEDULES n` DASH AND DOUBLE DOT LINE A-5 - _ _ - A-/, A6 DOOR & WINDOW SCHEDULES & DETAILS ' '. PROPERTY LINES, BOUNDARY LINES I ' -W- i ( '.i (� /� "* 1 HEADER SCHEDULE A-3 A7 EXTERIOR ELEVATIONS _ DOTTED LINE — — — — — A8 EXTERIOR ELEVATIONS piI / `� �/ C Y SECTION LINES AND SECTION REFERENCES ______ �t A9 DINING RM INTERIOR ELEVATIONS & DETAILS I - -- - - - HIDDEN, FUTURE OR EXISTING CONST. TO BE REMOVED _ ___ INDICATES DETAIL NUMBER A10 BAR INTERIOR ELEVATIONS & DETAILS .� 3I ) OUTLINE >( � � J _ �+• �'o\ �, ��� 1�� BREAK LINE - - ' 7 c�� ��C �� - LEACHING I (NIC) TO BREAK OFF PARTS OF DRAWING 5 9 S1 FOUNDATION PLAN & DETAILS A-8 A-4 S2 FIRST FLOOR FRAMING DIAGRAM - ROOM FRAMING DIAGRAM ✓✓ I __ ;� it 9 i i 1 t r A-/ Pi FLOOR PLAN - PLUMBING FIXTURE DIAGRAM, q WINDOW TYPE 1� C ){ /i INDICATES DRAWING SHEET ON PLUMBING FIXTURE SCHEDULE WHICH DETAIL IS SHOWN irt� Ol DETAIL REFERENCES OUTLINE SPECIFICATIONS O2 DOOR TYPE 2 INTERIOR ELEVATION NUMBER r A93 _! _ --- DWG SHEET NUMBER ACCESSORY PERMIT #32996 HYANNIS YACHT CLUB 490 OCEAN STREET HYANNIS, NIA. � A=324-039 / 6-19-89 SITE r� _ 1'=20'-0" SITE NORTH BLDG NORTH SELECTIVE DEMOLITION CONCRETE FOAM SILL SEALER The written Outline Specification information contained in these columns on these 1. Selective Demolition requires the selective removal and subsequent off-site disposal of 1. All concrete work shall be as indicated on all these Drawings and specified herein. ROUGH CARPENTRY N . ono Drawings complements the drawn information contained on all these Drawings. Contractor those portions of the existing building foundation, structure, finishes, doors, n ' information " 1. Rough Carpentry shall be as indicated on all these Drawings and specified herein and 1. Foam sill sealer shall be as indicated on all these drawings and specified herein,and Cl) shall thoroughly familiarize himself with all requirements a e i formatio contained windows, mechanical and electrical systems and equipment as required to accommodate the 2. Concrete shall be Ready Mix type complying with ACI 301 and 318, and ASTM C-94 shall include, generally, all structural and nonstructural wood framing, sheathing, shall be manufactured by, or equal to, Dow Chemical U.S.A. "Ethafoam 221", and installed , � herein and properly coordinate all these Drawings and Outline Specifications to produce Project new construction. Owner assumes no responsibility for actual condition of references, and the following: Cement shall be Type II complying with ASTM C-150 blocking, furring, firestopping, backerboards, stairs, exterior trim, casing and in accordance with the manufacturer's recommendations. o~o r the proper results and cemplete the Contract h'ork reouired threughout this project. items or structures to be demolished. reference; Air Content shall be 4% + 1%; Strength shall be 3,000 psi at 28 days, except soffits, and all other carpentry work not specified elsewhere and which is generally not I (D I walkways shall be 4,000 psi at 28 days; Slump shall be 3" to 5"; Aggregate shall be 3/4" exposed to view. Lumber products shall comply with applicable PS20 reference EXTERIOR AND INTERIOR SEALANT AND CAULKING 2. Submit schedule indicating proposed methods and sequence of operations for selective diameter. specifications. Plywood products shall comply with applicable PSI and APA Performance ' m demolition work to Architect for review prior to commencement of work. Include Standard reference specifications. Pressure treated lumber and plywood shall be ".40 1. Sealant and caulking shall be as indicated on all these Drawings and specified herein, GENERAL REQUIREMENTS Coordination for shut-off, capping, and continuation of utility services as required, 3. Reinforcing bars, if indicated, shall be deformed steel rod, Grade 40, complying with Wolmanized Pressure-Treated Lumber" with manufacturer's stamp and AWPB Quality Mark and and shall be vinyl adhesive compound manufactured by, or equal to, Glouscester Co. Inc. , _J 1. General Requirements for this Project have been attached to the Construction Contract. together with details for dust and noise control protection. Owner will be ASTM A-615 reference. Mesh reinforcing, if indicated, shall be welded steel wire kiln-dried to a maximum moisture content of 19%. Coat cut surfaces of treated wood with "Phenoseal" for gun application, color as selected by Architect where exposed to view. Contractor shall be thoroughly familiar with these Requirements prior to proceeding continuously occupying areas of selective demolition. Conduct selective demolition fabric complying with ASTM-185 reference. Anchor bolts, washers and nuts shall be low a brush applied flood coat of proper liquid preservative. Rough carpentry shall comply If product is not approved by the manufacturer for application required or specified, V W with any construction work. work in manner that will minimize need for disruption of Owner's normal operations. carbon steel , Grade A, complying with ASTM A-307 reference. Sizes for the above items with Sections 852.0 and 854.0 and all applicable portions of the Massachusetts Building notify the Architect immediately and substitute as directed. Install sealant in �_ J Provide minimum of 72 hours advance notice to Owner of demolition activities which will shall be as indicated. Provide all spacers, chairs, bolsters and other devices Code; particular attention is hereby directed to Table 2103-2 Fastener Schedule and accordance with the manufacturer's recommendations and as follows: Properly clean, m severely impact Owner's normal operations. Prior to commencement of selective = ■ required for proper installation of the above items. Section 919.0 Firestopping. prime and otherwise prepare all joint surfaces and provide backer rods and bond breakers U Q SUPPLEMENTARY GENERAL REQUIREMENTS demolition work, inspect areas in which work will be performed and coordinate extent of H Z (5 Q Qwhere required; Caulk and seal all joints wherever required to provide a tight, Z 1. The Contractor's Contract Work and responsibility shall include all labor, materials, work with Architect. 4. Formwork shall be constructed from smooth faced, undamaged panels in sizes to minimize 2. Keep rough carpentry materials dry at all times, protect against exposure to weather, waterproof barrier throughout the entire building. _ tools, equipment and services required for the proper completion of the project number of and stack so as to rovide ade uate circulation. >- U) Q indicated on all these Drawings and specified herein and in accordance with the 3. Cease operations and notify the Architect immediately if safety of structure appears to joints and thickness to prevent distorting from pressure of newly-placed P q J Construction Contract. By beginning work the Contractor shall agree and warrant that be endangered. Take precautions to support structure until determination is made for concrete. Formwork shall be installed plumb, level and true, with tight joints, to (n Z W ( ) provide final dimensions, shapes, locations and elevations in finished concretes as 3. Lumber shall be factory-marked, S4S dressed, and kiln-dried to 19% maximum moisture SIDEWALL FLASHING .� D Q he has complete familiarity with all these Drawings, specifications, schedules, site continuing operations. Z Q i Q drawing and utility conditions and all applicable Codes, Zoning Bylaws, Regulations and indicated. Formwork shall be coated with a release agent that will not bond with, content. Nominal sizes are indicated, unless noted otherwise, by detailO Z stain, nor adversely affect concrete surfaces. Formwork shall be secured with factory dimensions. Framing less than 6" wide shall be "Stud Grade" for stud framing and "No. 2 1. Sidewall flashing shall be as indicated on all these Drawings and specified herein, in Z � �- Z reference specifications, and shall comply with same. 4. Cover and protect furniture, equipment and fixtures to remain from soiling or damage shall h t d f light h Grade" for other ght framing of any approved species with minimum "Fb" = 600 and E = widths and lengths required proper installation, and sa be .025" minimum thick (L (n Q fabricated metal form ties that will not leave exposed ends after formwork removal ; form G Q when demolition work is performed in rooms or areas from which such items have not been 1,100,000 for Stud Grade and , and o. Grade". Framing aumnum roll or preformed shapes, as requre . Form and it all flashing accurately >-tie openings or ends shall be filled with nonshrinking waterproof grout. Formwork i li ll f h id F f Q W UJ }- 2. All work shall comply with applicable sections of the Massachusetts State Building Code, removed. Erect and maintain dust-proof partitions and closures as required to prevent " " "Fb" = 1000 d E = 1200000 f "N 2 Gd 6" and wider shall be "No. 2 Grade" of any approved species with minimum "Fb"=1,000 and E with true, sharp lines and angles, using concealed fasteners to install wherever and related State Codes, Local Codes, Ordinances and Zoning Bylaws. Procure all spread of dust or fumes to occupied portionsIof the building. installation shall provide openings, offsets, anchorages, inserts and other = U � cc _ requirements of the finished concrete work, and shall accommodate the requirements of = 1,200,000. required to provide a tight, waterproof barrier throughout the entire building permits, inspections and approvals required by the State or Local Codes and Regulations exterior. Bed flashing in sealant bead and seal fasteners, where required. and include cost of same in the Contract Price. 5. Perform selective demolition work in a systematic manner. Use such methods as required all other trades. Formwork shall not be removed until the placed concrete can support 4. Boards for exterior casings and trimwork shall be smooth faced Eastern Pine, „D„ Select, to complete work indicated on Drawings in accordance with demolition schedule and its own weight without damage; do not damage concrete during removal. S4S, Kiln-dried to 19% maximum moisture content with fine, close grain and only a 3. All products and materials shall be as specified on all these Drawings; Contractor shall governing regulations. If unanticipated mechanical, electrical or structural elements limited number of sound, tight knots. Install all exterior casings and other trim work - _ 5. Before placing concrete, inspect completed formwork installation and coordinate with on 15-1b. asphalt felt spline strips on top of Tyvek underlayment a er. Soffits at ROOF VENTILATION not substitute any items or methods without first obtaining the Architect's approval. which conflict with intended function or design are encountered, investigate and P p Where specific items or methods have not been specified by the Architect, but are measure both nature and extent of the conflict. Submit report to Architect in accurate other trades to permit installation of their work. Concrete shall be placed in Portico, Canopy and Bar floor shall be T1-11 plywood panels with 8-in. o.c. V-groove. required for the proper completion of the Contract Work, the Contractor shall provide detail. Pending receipt of directive from Architect rearrange selective demolition accordance with ACI 304 reference and the following: Concrete shall be placed 1. Ridge vent shall be as indicated on all these Drawings and specified herein, and shall continuously and close to its final location; Fresh concrete shall not be placed on 5. Boards and lumber required for the support or attachment of other work, or cant strips, be manufactured by, or equal to, Cor-A-Vent, Inc., Model Y-400 , with all connectors, same and select an appropriate manufacturer or method and submit same for Architect s schedule as necessary to continue overall job progress without delay. - approval prior to installation. All products used in the Contract Work shall be hardened concrete without Architect's approval ; Prevent segregation of component bucks, nailers, blocking, furring, ledgers and similar members shall be provided in end caps, and accessories required for a proper installation in accordance with the placing; Placed concrete shall be consolidated throughout formwork, sizes, shapes and species required for proper performance. manufacturers recommendations and as follows: Set ridge vent in full bed of Black ; produced by companies regularly engaged in the manufacture of such items and acceptable materials during Plastic Roofing Cement. I to the Architect, around embedments and into corners by mechanical vibration, hand-rodding and tamping; s UNDERGROUND GAS, ELECTRICAL, DOMESTIC AND FIRE WATER, TELEPHONE AND CABLE TV, Reinforcing shall be maintained in proper position while placing concrete; Concrete 6. Plywood panels shall be factory marked with the appropriate APA certification markings, AND SEWER UTILITY SERVICES and shall be Exposure 1, Fir, in the types and thickness indicated. Sheathing panels, 2. Starter vent shall be as indicated on all these Drawings and specified herein, and shall >, 4. Use adequate numbers of skilled and, where required by Codes and Regulations, licensed shall not be placed during weather that could damage or reduce the strength without be manufactured b or equal to, Lamb b Ritchie Co., "Vented Drip Edge", color brown, L 1. These Drawings do not contain specific technical information describing the site Architect' s approval ; concrete shall be cured in accordance with ACI 301 reference and where indicated or wherever in contact with earth, shall be Weyerhauser Ultra-Board y q p g L tradesmen and workmen, who are thoroughly trained and fully experienced in the required or equal in thickness indicated or otherwise re uired. with all accessories required for a proper installation in accordance with the L utilit services work required for the proper com letion of this ro ect. Because of q q q p p trades and crafts and completely familiar with all these Drawings, specifications, y q p p comp le j protected from premature drying and excessively hot or cold temperatures; Repair and 0 p y 9 p the complexities of the existing utility services it is impossible to evaluate and manufacturer's recommendations. n. �' Codes, Regulations, and related concerns and the proper methods required for the patch any "honeycomb" or other defective concrete as directed by Architect. >, L describe the exact extent of new utility service requirements. It is the intention of 7. Provide nails, staples, screws, bolts and other anchoring devices of proper type, size, o � completion of this project, z w the Owner and these Specifications to utilize the existing utility services to the material and finish for secure attachment of all materials. Use hot-dipped, galvanized ALUMINUM GUTTERS AND DOWNSPOUTS � 6. Concrete slabs and walks shall be placed as specified above and as follows: Concrete fasteners for exterior finishwork and wherever exposed to weather or moisture. Provide G fullest practical extent to meet the needs of this project. 5. Use all means necessary to protect all materials and work before, during, and after shall be worked true to planes within 1/4" in 10' anywhere on the slab or walk in any steel hangers and framing anchors where indicated or otherwise required to produce solid 1. All gutters and downspouts shall be as indicated on all these Drawings and specified Z U � c installation and until the Contract Work has been completed. direction; Slab and walk surfaces shall be float smooth and free of humps or hollows and c U 2. To the extent of available information, the existing utility services, building and work in size, type, gauge and finish recommended by manufacturer. Provide construction herein; Gutters shall be "seamless type", fabricated to a 5" O.G. profile at job site O L G s pitched to drain where indicated; Exterior walks shall be broom finished with tooled adhesives recommended by the APA for purposes indicated, equal to Contech Brands "PL- from .032" thick aluminum with baked enamel finish, color selected by Architect, 2" x 3" = n _� other site features are indicated on Cover Sheet-Site Improvement Diagram. u E 6. Provide temporary water, electricity, sanitary facilities, heat, weather, wind, and round edges. 400". Downspouts, Hangers, Brackets, Outlets, Elbows, End Caps and related accessories shall ~ I = ,-- fire protection, building closures and safety devices. Construction safety and match gutters. Set gutters true-to-line and level and fasten securely to building with a ¢ u 3. Contractor shall fully cooperate with the Architect and Owner to determine and provide S. Discard any unsound, warped, twisted or bowed materials. Use materials in lengths that 1� protection of the workmen and public and adjacent property shall be the responsibility FOUNDATION DAMPPROOFING strap hangers to permit thermal movement; attach downspouts, end caps and accessories V � the proper utility services for this project and shall provide all labor, materials, produce minimum number of joints or optimum jointing arrangements. Install materials of the Contractor, who shall take all measures neccessary to prevent injury or damage to 1. Foundation dampproofing shall be as indicated on all these Drawings and specified with blind rivets. Provide standard precast concrete splash blocks at all downspout L .° tools, equipment, permits and approvals for the complete and timely installation of the securely and accurately to required levels and lines and fitted plumb, level, true and _ �, all people and property. herein, and shall be approved for protection of concrete walls below grade and factory strai ht; scribe, cope or cut carpentry work to accurately fit other work. Correlate outlet elbows. - � L final utility services. 9 P P Y Y U F manufactured in a semi-mastic consistency from selected asphalts and fortified with location of furring, nailers, blocking and similar supports to allow proper attachment L 7. Maintain job site and building clear of all trash and debris at all times and thoroughly mineral fibers. Install dampproofing in accordance with manufacturer's 2. Co-ordinate exact location of all downspouts with Architect. ? ° 5. The cost of the actual final site utility work will be handled by Change Order. of other work. Use common wire nails, except as otherwise indicated or required; use clean the entire project to the Architect's satisfaction at completion of the Contract recommendations as follows: clean concrete of projections and substances detrimental to a- -1 . Contractor shall solicit prices for the completion of all final site utility work from finish or box nails for exterior finish work and countersink nail heads and fill holes J Work. dampproofing and install material on the exterior below grade face of all foundation s with a roved wood filler roduct. . -o up to three qualified subcontractors, as directed by the Architect. walls to produce a continuous dampproof membrane. pp p FIBERGLASS ROOFING SHINGLES AND FLASHING W . a 8. All these Drawings and specifications contain references to Code, Industry and Trade Associations, and Manufacturer's recommendations, requirements, and standards. By 9. Provide framing members of sizes and spaces indicated or, if not indicated, as required Z beginning the Contract Work, the Contractor agrees and warrants that he has thorough PROJECT LAYOUT STEEL RAILS by the Massachusetts Building Code. Provide miscellaneous blocking and framing as 1. Fiberglass roofing shingles and flashing shall be as indicated on all these Drawings and 1. Provide services of a Mass. Registered Land Surveyor to establish the location and 1. Steel handrails at concrete walk shall be shop-fabricated from ASTM A500 or ASTM A501 indicated, or otherwise required, for proper support of facing materials, fixtures, speced herein. Roofing shall be manufactured by GAF Corporation, "Royal Sovereign", J ` r familiarity with same and shall comply with same, as if copied directly into all these Steel tubing, specialty items, trim and similar items. Firestop concealed draft spaces with wood color as selected by Architect, and shall be installed in accordance with the � - ___1 -Drawings and specifications; Contractor shall notify the Architect of any references principal lines, levels and exterior dimensions of the project building. At completion g, min. 3/16 in. wall and shop galvanize and prime painted. Fabricate rails _ he is not familiar with prior to beginning the Contract work. The references contained of foundation provide Architect with a foundation location plan signed by the Surveyor true to line and level with accurate angles and surfaces and straight, clean edges. blocking 2 thick, and in compliance with Code Section 919.0. manufacturer s recommnendations and as follows: Install shingles using only hot-dipped - 1. and certifying that the foundation bas been accurately established in compliance with Weld all corners, joints and intersections with continuous, clean seams. Provide steel zinc-coated roofing nails on a continuous single layer of lapped 15-1b. asphalt felt; __ herein shall become the Architect s basis for judging correctness and quality of the 10. Provide stud framin as indicated with face perpendicular to wall or partition direction Use a shingle starter course strip at aluminum starter vent; Install Grace Construction work wherever so designated. all applicable Zoning By-laws and other regulatory agency requirements. sleeves to properly anchor handrails to concrete work securely to withstand an applied g p p p g p load of 200 lbs. in any direction at any point. and construct corners and intersections with not less than three studs, unless otherwise Products "Ice and Water Shield Membrane" at all edges, valleys and hips and lead roll or J 9. Dimensions indicated on all these Drawings are generally taken to/from the centerline or indicated. Provide single jack and single jamb studs and built-up headers at all step-flashing, as appropriate, wherever indicated or otherwise required to produce a edge of materials, unless obviously indicated otherwise. Verify field dimensions prior SITE CLEARING PREFABRICATED WOOD TRUSSES openings less than 6 feet and double jack and single jamb studs and built-up headers at tight, waterproof roof throughout; Set shingles in black plastic roofing cement at all 1� to carrying out work and notify Architect of any discrepancies with all these Drawings; 1. Site clearing shall be as indicated on all these Drawings and shall include removal of 1. Prefabricated Wood Trusses shall be as indicated on all these Drawings and specified all openings of 6 feet or larger, unless indicated otherwise. Built-up headers shall flashings and install proper sized aluminum/neoprene flashing collars at vent pipe vegetation, clearing and grubbing, topsoil stri in and stock ilin and ve etation to blocking, fasteners, anchors, and related bear on full width of jack studs and be spiked to jamb studs. penetrations; Provide manufacturer's matching cap shingles at all hips and ridges; Lap W any adjustments between field dimensions or between field and Drawing dimensions, shall g 9 g 9 p pp g p 9 9 herein and shall include all trussed rafters, remain. Generally, a clearing shall be performed within 10' of other Contract Work; materials and accessories that are required for proper installation in accordance with shin les to form ti ht, water roof valle s. `y be made as directed by the Architect. Do not scale dimensions from any of these9 9 P Y Drawings for any purpose. e applicable provisions o Building e an "DesignSpecification prior to beginning clearing work meet with the Architect at the site to determine the the the State Buildi Code the TPI "Di 11. Provide joist framing as indicated with crown edge up and support ends of each member � r� �O exact extent of this work. for Metal Plate Connected Wood Trusses" and as follows: install trussed rafters plumb, with minimum 1-1/2" of bearing. Provide metal framing supports and connectors as 2. Provide manufacturer's standard 25 year limited warranty. 2) 'Y/NV 10. Report any discrepancies between the requirements or information contained on all these true-to-line, and level and fasten securely to stud wall plates with metal framing indicated or otherwise required. Double headers and trimmers at floor openings. Do Drawings and the actual work conditions prior to carrying out work; any discrepancies 2. Remove vegetation, rocks or other obstructions interfering with new construction and anchors; Handle, store, and install trussed rafters with care to prevent damage from not impair structural members by improperly cutting or notching. Lap members framing clear and grub roots and other debris within areas disturbed during Contract Work. bending, overturning, or other causes. from opposite sides and provide solid 2" thick full-depth blocking over supports. shall be resolved as directed by the Architect. Provide 2" thick wood nailer blocking under walls and partitions running parallel to W000 CLAPBOARDS he Contract Work, the contractor sh ant that the entire 3. Strip good topsoil and stockpile for Owner's use on site as directed by the Architect. 2. Trussed rafters shall be factory fabricated from S4S, S-Dry lumber complying with PS20 joist direction. 1. Wood clapboards shall be as indicated on all these Drawings and specified herein, and 11. By beginning tall agree and warr ¢ M reference with closely fitted joints and galvanized steel connector plates securely scope of the Contract Work shall be "free from any and all faults, defects or shall be manufactured by, or equal to, MacMillan Bloedell Building Materials, "1/2" K.D. M 4. Remove roots, rocks and other waste material from Owner's property; burning shall not be fastened to all wood members to provide units of the types, configurations, stress 12. Provide ceiling joist and rafter framing as indicated with crown edge up and notched to - �- ro deficiencies fora period of one year from the date of final payment to the Contractor Bevel Siding , clear, vertical grain, red cedar, 1/2' x 6 W., with smooth-face exposed, • (-) x Ln ermitted. ratings, loading requirements as indicated or otherwise required by the State Building fit at exterior wall plates. Double members to form headers and trimmers at all Q w CDc\1 M and that he shall promptly repair or replace any such conditions, as directed by the p installed in accordance with manufacturer's recommendations and as follows: Fasten �- n o � Architect, at no cost to the Owner. This warranty shall not reduce or invalidate any Code and the TPI reference above. Provide the Architect with certification signed by openings. Provide metal framing supports and connectors as indicated or as otherwise clapboards laid 4" to the weather with galvanized 5d shingle nails on Tyvek underlayment o= CD ¢ o the proper officer of the fabricating firm, indicating that the trussed rafters comply required. Lap ceiling joists framing from opposite sides and provide solid 2 thick = (-' a :Eother specific warranties or rights the Owner may have. EARTHWORK paper, properly spaced to allow expansion and contraction. Vertical joints in any <�: C_� co with the project and Code requirements and have been designed by a Massachusetts full-depth blocking over supports. Where rafters abut at ridge, place directly 1. Earthwork shall be as indicated on all these Drawings and specified herein, or as course shall be staggered from vertical joints in the two courses next below. ¢ ¢ = co licensed structural engineer. opposite each other and fasten securely to ridge member. Provide rafter collar ties as � M ¢ c-)� 12. The following terms used on all these Drawings shall have the following meanings: otherwise may be required, and shall include, generally, the complete excavation, = w k.D .--, indicated, or at every third rafter pair, located below the ride at one-third the w � 3 r- "Approved" - means as approved by the Architect; 'Provide" - means furnish and install, filling, compacting and final rough grading required to accommodate the Contract Work. LL w w o ,_0 complete and ready for intended use; "Proper" - means in strict compliance with Do not interrupt existing utility services used by others; notify appropriate Municipal 3 Metal framing anchors and hangers shall be manufactured by, or equal to, Simpson Company distance to the ceiling joist below. INSULATION RIGID BAFFLE • N � ¢ w "H-1 Anchor", where trusses are attached to wall plates and "HU26TF" Hanger", where w �-. cn 7- reference specifications, applicable Codes and Regulations, or the Architect's Departments and Public Utilities of any Contract Work that may affect their services. QD co CD trusses are attached to girder trusses. 13. Install plywood panels in compliance with applicable recommendations of "Form No. • w � • = direction, as applicable in each instance. 1. Rigid baffle shall be as indicated on all these Drawings and specified herein, and ¢ � � w cl- E30H/Sept. 1987 APA Design/Construction Guide" and as indicated or otherwise required. shall be manufactured b 2. Fill and backfill materials shall consist of natural or artificially well-graded y, or equal to, Proper Vent, Inc., Proper Vent 1'' and installed 13. The Contractor shall endeavor to coordinate his Contract Work with work that is the mixture of natural or crushed and processed gravel , stone and sand that has proper because flooring finishes will be applied directly to the tongue and groove floor in accordance with the manufacturer's recommendations and as follows: Install rigid sheathing, Contractor shall take all necessary measures to protect floor sheathing up responsibility of the Owner and shall afford the Owner reasonable opportunity to bearing capacity and drainage properties and is free of clay, rocks or gravel larger baffle in every rafter or truss bay space. until the time of finish flooring installation and shall replace or properly repair any complete his work. However, the Contractor shall not be responsible in any manner for than 2" in diameter, debris, vegetable, or other deleterious matter, damaged floor sheathing that could, in the opinion of the Architect, affect the quality delays to the Contract work and time that may be a result of the Owner's work or of the finish flooring. coordination. 3. Excavations shall be to depths and grades required to produce the final elevations, WALL, CEILING, FLOOR AND ROOF INSULATION grades, and cross-sections required to accommodate the Contract Work indicated and 14. Exterior trim, casing, soffits and similar work shall be performed in accordance with 14. At completion, furnish the Architect with all installation, operating and maintenance shall be large enough to allow for formwork, installation of utility services, 1. Insulation shall be as indicated on all these Drawings and specified herein, in manuals, and all warranties and uarantees for roducts and materials having same. applicable portions of the above rough carpentry specifications and as follows: install g p 9 inspections, and similar construction. Keep excavations free from accumulation of as indicated. Fiberglass insulation shall be unfaced Batts or materials securely and accurately fitted plumb, level, true and straight to a tolerance thickness or R-Values water at all times. Material that has been excavated may be used as fill or backfill if of 1/8" in 8' and with a maximum offset of 1/16" at flush joints; install concealed shims blankets, unless noted otherwise. Plastic board insulation shall be Owens-Corning approved first by the Architect. Remove all unsuitable or excess excavation material 15. The use of loud radios, in the opinion of the Architect, or similar devices is as required. Scribe and accurately cut work to tightly fit adjoining work and dress cut "Energy Shield Foam Sheathing". Vapor barrier shall be 6-mil polyethylene. Install from the Owner s property. edges. Cope work at returns, miter at corners and scarf at all joints in running Work, insulation and vapor barrier in accordance with manufacturer s recommendations and as prohibited throughout the duration of the construction period. unless noted otherwise, to produce tight fitting joints with full surface contact follows: Install insulation to full thickness indicated over entire area to be 4. Do not perform Filling or Backfilling until concrete has attained sufficient strength to throughout joint length. insulated, cut and fit tightly around obstructions and fill all voids around doors, 16. Prior to proceeding with any Contract Work, give seventy-two hour notice to properly support loads imposed and until all tests or inspections have been completed. windows and other areas with packed loose fill fiberglass; Provide wire insulation Massachusetts Dig-Safe at 1-800-322-4844. Fill and backfill shall be laced in layers and properly worked and compacted to a least supports at all bottom truss chords, ceiling joists and other areas where insulation P Y P P Y P 15. Repair or replace any rough carpentry work that the Architect may judge defective, 95% of its own dry density, or as otherwise may be required, to prevent any settlement of unsound or otherwise unacceptable, as he may direct. will not support itself in place. Install continuous polyethylene vapor barrier to the structures or finish grades. warm face of all exterior walls and ceilings and wherever indicated, lap and fold over 16. Micro-Lam beams shall be as indicated on these Drawings and specified herein and shall all seams and seal with aluminized duct-tape and protect from punctures during 5. Uniformly grade, compact, rake, and finish all disturbed areas to be free from irregular be manufactured by, or equal to, Trus-Joist Corp. All Micro-Lam members shall be one construction operations; Obtain Architect's approval prior to covering any insulation WORK BY OWNER surface changes. Grade areas to drain away ed and shall be "glued-and-nailed" where built-up or vapor barriers. 1. Prior to proceeding with the Contract Work, the Contractor shall meet with the Architect Graded areas shall be raked smooth and clean and left prepared at elevations as required members are indicated. to agree upon and properly coordinate all the work that will be the responsibility of to properly accommodate topsoil and landscaping. 2. Install full thickness unfaced fiberglass sound attenuating insulation in all interior the Owner. wall stud cavities. 6. Final rough grades shall be held 4" lower than the finish grades indicated, after all 2. Work by Owner consists generally of, but is not limited to: Carpeting, Landscaping, compaction and settlement. WOOD COLUMNS Fences and Screening, Bar Equipment, Cashier and Wait Station, Cabinetry, Card Operator at Door i2, Antenna Relocation and Signage. 7. Mechanically compact substrate below all concrete work. 1. Wood columns shall be as indicated on all these Drawings and specified herein and shall be manufactured by, or equal to, Hartmann-Sanders Company "Architectural Columns - LANDSCAPING Tuscan Fiberglass Base and Cap, and Column Design 200 with 12-in. bottom diameter and 1. Landscaping shall be as indicated on Drawings prepared by Others and specified herein. 10-in. top diameter", and all other related materials and accessories required for a proper installation in accordance with manufacturer's recommendations and plumb, level CUTTING PATCHING 2. Placement of stockpiled topsoil and finish landscaping shall be purchased and installed and true-to-line. 1. Do not cut and patch structural work in a manner resulting in reduction of load-carrying separately by the Owner. Contractor shall have responsibility of coordinating a timely capacity. Do not cut and patch safety-related building components in a manner installation with the Owner and shall be responsible for protection of landscaping, 2. Order columns in halves and field assemble around structural wood posts. resulting in decreased safety. Do not cut and patch exposed work in a manner resulting except growth maintenance, until project.completion. in reductions of visual qualities of finished surface. SITE IMPROVEMENTS 2. Provide materials for cutting and patching which will result in equal or better work It than existing work. Restore exposed surfaces of patched areas and extend finish 1. Site improvement work shall be as indicated on all these Drawings and specified herein restoration onto retained work adjoining in a manner which will eliminate evidence of and shall include cutting existing bituminous pavement for landscape bed adjacent to patching. _ building, painting of new parking space stripes, and installation of new concrete wheel z bumpers. u 3. Because the work indicated herein involves renovation of an existing building, the 2 Architect cannot, and does not, assume any responsibility for the accuracy of dimensions a indicated or liability for any problems or unacceptable or hazardous conditions that may o be a result of the conditions of the existing buliding. Contractor shall be responsible W for coordinating all Code requirements pertaining to the existing building with the cc w local Building Inspector. J J_ The written Outline Specification information contained in these columns on these GYPSUMBOARD DRYWALL FINISH CARPENTRY PLUMBING eo Drawings complements the drawn information contained on all these Drawings. Contractor 1. Gypsumboard drywalls g and specified herein, 1. Finish Carpentry shall be as indicated on all these Drawings and specified herein and 1. For Plumbing Outline specifications see Drawings P-1 and P-2. N shall be as indicated on all these Drawings shall thoroughly familiarize himself with all requirements and information contained and shall be manufactured by, or equal to, United States Gypsum gypsumboard for 3-coat shall include, generally, all interior standing and running trim and casing, decorative i N herein and properly coordinate all these Drawings and Outline Specifications to produce r� joint tape finish for wall and ceiling areas, 1/2-inch thickness in all areas. Provide interior partitions, bar and soffits, wainscoat and trim, ceiling beams, lav oD N the proper results and complete the Contract Work required throughout this project. gypsumboard panels in largest sizes practicable to minimize number of taped joints. countertops, modifications to existing interior wood paneling and trimwork, access FIRE SUPPRESSION SYSTEM Joint finish materials, Inner and Outer Joint Reinforcements, Trim Accessories, panels, and all other nonstructural interior carpentry work not specified elsewhere and Fasteners and all other materials required for a proper installation shall be as which is generally exposed to view. Wood products shall comply with applicable PS20 and co PSI reference specifications. 1. These Drawings do not contain specific information describing the new fire suppression WINDOWS recommended by the gypsumboard manufacturer, p system work or modifications to the existing system. All of this work shall be as 1. Exterior Windows shall be as indicated on all these Drawings and specified herein and 2. All materials shall be installed in accordance with the manufacturer's recommendations 2. Protect finish carpentry materials to prevent damage, soiling or deterioration and do indicated on separate Drawings that will be issued at a later date. Contractor shall -J shall be manufactured by Andersen Corporation, "Perma-Shield Window", in models, sizes, and as follows: Inspect all other project work to ensure that all items that will be not deliver materials until all wet ' or similar work that could damage materials has provide all labor, materials, tools and equipment for the proper completion of all of U LU types and finishes as indicated on the Window schedule with Perma-clean insect screens, concealed by gypsumboards have been completed and that surfaces to be covered are been completed in installation areas. Do not install finish carpentry materials in the work indicated on these Drawings and shall be responsible for coordinating a timely J sealed double pane insulating glass (tempered where indicated), and all other acceptable. Install gypsumboards in sizes and directions that will minimize the number temperature or humidity conditions that could damage finished work; once installation completion of all this work. m accessories required for a proper installation in accordance with the manufacturer's of joints and fasten securely with power-driven screw fasteners; Install proper type has begun maintain proper environmental conditions until project completion. = Q ■ recommendations and as specified herein. of metal edge trim wherever gypsumboard edge would otherwise be exposed and wherever 2. The cost of the fire suppression work will be handled by Change Order. Contractor shall Q indicated; Install joint tape and 3-coat finish with smooth trowel finish on all wall 3. Wood products and types shall be as indicated on the Finish Carpentry Schedule, factory solicit prices for the completion of this work from up to three qualified Q Z Z subcontractors, as directed by the Architect.tight and only a limited number of sound,rain and kiln-dried with fine, close shaped ti 2. Interior window shall be as indicated on all these Drawings and specified herein and surfaces and on all ceiling surfaces. All gypsumboard drywall surfaces shall be sha p g 9 � Q J shall be fabricated in a manner similar to the Finish Carpentry work specified elsewhere installed and properly finished free from any visual defects. Protect finish from knots. Nominal sizes are indicated, unless noted otherwise by detail drawing (n Z W (� on these Drawings. premature drying and excessively hot or cold temperatures that could damage the quality dimensions or specific profile numbers. _ _ _ _ of the finished surfaces. At the completion of each phase of drywall work promptly HEATING, VENTILATING AND AIR-CONDITIONING SYSTEM Z Q Q 0 Z 3. All windows shall be installed in accordance with the manufacturer's recommendations and remove all scraps, debris and droppings from each room. 4. Provide nails, screws and other anchoring devices of proper type, size, material and Z F- 0 Z as follows: Set exterior unit sill member in full bed of sealant and seal entire finish for secure attachment, concealed where possible. Set all exposed heads. 1. These Drawings do not contain specific information describing the new heating, ventiliating and air-conditioning system work or modifications to those existing � Q W W �' perimeter of each unit as specified in the Exterior Sealant and Caulking Section; Set 3. Provide moisture resistant gypsumboard at all Bathroom areas. g Discard an unsuitable, warped, twisted or bowed materials. Use materials in lengths window units plumb, level and true-to-line, without warp or rack of frame or sash panel ; Y P 9 systems. All of this work shall be as indicated on separate Drawings that will be cc X Provide proper shims and supports and anchor unit securely in place to provide a long, 4. Repair or replace any gypsumboard drywall work or materials that the Architect may judge that produce minimum number of joints or optimum jointing arrangements. Install issued at a later date. Contractor shall provide all labor, materials, tools, and = U trouble-free life under heavy use; Adjust operating sash and hardware to provide proper materials securely and accurately to required levels and lines and fitted plumb, level , equipment for the proper completion of all of the work indicated on these Drawings and Y P 9 P P P defective, unsound or otherwise unacceptable, as he may direct. true and straight to a tolerance of 1/8" and 1/16" maximum offset in flush joints. shall be responsible for coordinating a timely completion of all this work. operation and tight, weatherproof closure; Lubricate hardware and moving parts. CERAMIC TILE Scribe, cope or cut finish carpentry work to accurately fit other work and dress all cut edges. Install concealed shims as required. Finish carpentry work shall be coped at 2. The cost of the heating, ventiliating, and air-conditioning work will be handled by ° returns and mitered at corners and running joints, unless noted otherwise, to produce Change Order. Contractor shall solicit prices for the completion of this work from up DOORS, FRAMES AND HARDWARE 1. Ceramic tile shall be as indicated on all these Drawings and specified herein and shall c tight fitting joints with full surface contact throughout joint length. to three qualified subcontractors, as directed by the Architect. be manufactured by, or equal to, American Olean Milano Tile 8 in. x 8 in, at floor U 1. Doors, Frames and Hardware shall be as indicated on all these Drawings and specified areas; colors as selected by Architect. Tile adhesive, grout and related materials o shall be as recommended b the tale manufacturer rout color as selected b 6. Plastic laminate work, where indicated on the Drawings and Accessory and Cabinet herein in sizes with features and accessories indicated on the Door Schedule and Y g y Architect. Schedule shall be fabricated from Wilsonart "General Purpose Laminate - Design Group I" Details. Provide cove base, corner units and bullnose cap where required. Provide one-piece s a) white marble threshold with honed face and beveled edges to provide smooth transition color as selected by Architect. All plastic laminate work shall comply with ELECTRICAL, TELEPHONE, AND CABLE TV SYSTEM manufacturer's recommendations and applicable provisions of the Architectural Woodwork 2. Exterior hollow metal doors shall be manufactured by, or equal to, Curries Manufacturing onto adjacent flooring finishes beneath all Bathroom doors. Institute. 1. These Drawings do not contain specific information describing the new electrical , w T "Series 707S" with matching Curries "Knocked-down" Pressed Metal Flush Frames. Doors telephone, cable TV and other communication systems work or modifications to those e e cc shall be 18 Ga. galvanealed face with manufacturer's standard hardware reinforcing and 2. Tile shall be installed in accordance with tale manufacturers recommendations and 7. Bar top work shall be fabricated from Dupont Corian, color Sierra Midnight, by factory existing systems. All of this work shall be as indicated on separate Drawings that will closure channels at to and bottom. Frames shall be 16-Ga. alvanealed with applicable standards of the Tile Council of America and as follows: Lay tile in be issued at a later date. Contractor shall provide all labor, materials, tools, and P 9 certified fabricator and installed in accordance with manufacturer's recommendations. CO� � C; manufacturer's shop reinforcing for hardware indicated. Doors and frames shall be conventional grid pattern, centering tile field in both directions in room floor space L equipment for the proper completion of all of the work indicated on those Drawings and CL >, -- bonderized and shop prime coat painted. Glazing shall be single-pane tempered glass. or on wall area or as otherwise directed by Architect; Minimize cutting of tile and 8• All finish carpentry work shall comply with applicable provisions of the Architectural shall be responsible for coordinating a timely completion of all this work. ° p install with uniform, straight and true-to-line joint widths; Perform any cutting Woodwork Institute. (n w 3. Interior doors shall be manufactured by, or equal to, Brosco "Interior Solid Core Door" without marring visible edge or face of tile. L L 2. The cost of the electrical , telephone, cable TV and other communication systems work • Z V rJ with matching Curries "Knocked-down" Pressed Metal Drywall Frames. Frames shall be 16- 9. Repair or replace any finish carpentry work that the Architect may judge defective, will be handled by Change Order. Contractor shall solicit prices for the completion of O s Ga. with manufacturer's shop reinforcing for hardware indicated with shop prime paint PAINTING unsound or otherwise unacceptable, as he may direct. this work from up to three qualified subcontractors, as directed by the Architect. coat, rubber silencers and installation anchors. 1. These Drawings do not contain specific information describing the interior and exterior Q c painting work. All of this work shall be as indicated on separate Schedules and V 4. Double-acting doors shall be manufactured by, or equal to, Eliason Corporation "Easy Specifications that will be issued at a later date, once extent of new and repainting V c W Swing Double Action Solid Core Doors" with Curries "Knocked-down" Pressed Metal Flush SECURITY ALARM SYSTEM c work has been determined. Contractor shall provide all labor, materials, tools and LL . Frames. Door shall have .032 in. plastic laminate face both sides, color as selected by equipment for the proper completion of all of the work indicated on these Schedules and L Architect, with 3/4 CDX plywood solid core, 19-ga. stainless steel base plates both Specifications and shall be responsible for coordinating a timely completion of all this 1. Security alarm system shall be purchased and installed separately by Owner. Contractor V e sides, stainless steel edge trim and top hardware cover and 9in. x 14 in. clear arcrylic work. shall have responsibility of coordinating a timely installation with the Owner. W J o c window. Frames shall be 16-ga. with manufacturer's shop reinforcing for hardware a indicated with shop prime paint coat, rubber silencers and installation anchors. 2. The cost of the painting work will be handled by Change Order. Contractor shall solicit r 5. Co-ordinate all door and frame fabrication to properly accommodate door hardware prices for the completion of this work from up to three qualified subcontractors, as W W features and accessories indicated on the Door Schedule and Details. All keying shall directed by the Architect. Z " G L cn be as directed by Architect. Door hardware shall be as indicated on the Door Schedule and Details and as manufactured by, or equal to, the following: ACOUSTICAL CEILING TILE Hinges z Stanley Hardware Co; 1-/2 pair per door; 1. These Drawings do not contain specific information describing the new acoustical 0 °' Schedule Finish; Non-removable pins at ceiling tile work. All of this work shall be as indicated on separate Drawings, exterior doors. Specifications and Schedules that will be issued at a later date once the extent of this work and coordination with the existing ceiling the has been determined. Contractor Locksets/ . As selected by Change Order shall provide all labor, materials, tools and equipment for the proper completion of all Latchsets of the work indicated on these Drawings, Specifications and Schedules and shall bed G responsible for coordinating a timely completion of all this work. Q LLCD v Exit Devices As selected by Change Order $ l 2. The cost of the new acoustical ceiling tile work will be handled by Change Order. f1 'ypN Contractor shall solicit prices for the completion of this work from up to three Threshholds/ Pemko Manufacturing Co. qualified subcontractors, as directed by the Architect. Weatherstripping Closers . As selected by Change Order Door Stops = Ives "No. 407 1/2"; Finish to match Lockset; Provide at all interior dorrs where knob can contact wall. M VINYL WALL COVERING x Ln C w o c\J M f- cc o �o 6. All doors, frames and hardware shall be installed in accordance with manufacturer's 1. Vinyl Wallcovering shall be as indicated on all these Drawings and specified herein and CD = CDo c� a .'- i recommendations an app cab a standards of the Door and Hardware Institute, the Steel shall be manufactured by, or equal to, Bolta Wallcovering *Keystone II", color as � � b Door Institute, and the Architectural Woodwork Institute and as follows: Set exterior 00 selected by Architect. Primer/Release Coat, adhesive and all other materials shall be Q ¢ _co threshold member in full bed of sealant on lead flashing and seal entire perimeter of as recommended by the wallcovering manufacturer. Install wallcovering in accordance � o eachW L" 3 exterior door unit as specified in the Exterior Sealant and Caulking Section; Set with manufacturer's instructions. L w w O L �Or door units plumb, level and true-to-line, without warp or rack of frame or door panels; Cn C-_ W w V) Provide proper shims and supports and anchor each unit securely in place to provide a CD co o w r\ long, trouble-free life under heavy use; Adjust all panels, hardware and weather ¢ c v w a stripping to provide proper, smooth operation and tight, weather proof closure at exterior units; Lubricate all hardware and moving parts. ACCESSORIES AND CABINETRY 1. Accessories and Cabinetry shall be as indicated on all these Drawings and specified herein and shall be as indicated on the Accessory and Cabinet Schedule. 2. Install accessory and cabinet units in accordance with manufacturer's instruction, using fasteners appropriate to substrate and recommended by unit manufacturer. Install units plumb, level and true to line, firmly anchored to provide a long life under heavy use. 3. 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I �► b 0 _ _ - BAR b I �(� \ I o I q I I I I III W L>_ A14 i=1E I -t I�LL,A�V , ( G N ASV � F I + , '� 0I/4'- 7 7% 4�8 I I i — --- - fi --- --- - - --- -- -- - -- o - - --- — —- ------------ - — ---- - o °G I I i 96G, NO PTN 5Ys � � -- Q4-1 I DY-. 'ND PTN c, L � 3 o y" t Q) w _c: 14 1 Gl Aw LL 4 3 cn o cc DINING #2, I I ( EXIo 3 DINING #1 HALL #1 I G A 9 2�, LL ¢ ro C.:o ; v _ I I I I _ - -_ = — =- -- — _ I I - --- - - - - I - I HALL #2 FILE - — ! • I- `�' M WALL Ate►✓ � � W>� Anv � f Plf��"LLfi+ _- O c� x "n at o I — --- — —z — - m o <' CD CASHIER ,�w ^� 00 --r I SAT( N v — — - - - CL #1 -.� — — CA.�iHI ER '\ C c� a t w _ I Il C� 12 #1 cr G: -J =�llr ' - INIC�1i I�� FOYER 4 � ¢ STOR#2 ' s - i� - 1 w = 3 - -rf 2-1 ¢ I L� W w < LD n^ -- - --- - - ----- N ¢ W i fW i G��U F!I,� — HALL #3 \R ' _ - — i -- i w co `n o St;,LLt ¢ _r w a - - - 7 -- - i A3 -- - �, Aa I ° _ CANOPY - - PHONES / I I 3'-i�14t _,�._?�O' S'-�''/a" _ '�'- � 2'•1 ' ' 'h'- I/4" — 1/ 'x'� . ' q WOMEN EN 5 =�1 /(o I 1 4 -2-b PTN I F->_ o KITCHEN —_ EXITWAY N I�I I J —� d 71 1 — ----- --- -------- - ---- — - -- WD SCREEN PORTICO GONG � WALK - ----------- - I I i it I do + FIRST' FLOOR �� 3 L[07 Zia =1'-0- A I A3 lFc o i ED BLDG NORTH II a I 1 cc w � A� aw N co r M � N f- N oo r W J U W � J , = m A3 A3 (n Q Z (n Z = W (n Z � Q0Z QZ a (~n 2 QZ >- Q w w >- Ev, k1 EXG WIN g-o t EX6 WIN R 0 ExU wN R 04 A O 4 EXG WIN R O. # EX6 ooR �0. t EXU WIN NU 70 NEW WIN U. NEW WIH go I NEW VVIN f9.0. I NEW WIR f' O0 � VIEW WIN R0 NEW WIN 90 NM WIN h - v >1 .c a � ro Exb W;IN ZO, ( � WIN R.O. -- �'� Il'�; *A• I � � V VVN 2 , XG lY1f�i 2p, !Xb VOZ 2.0, M WN 2�0- � �:Z ro - 1 ►4 b N ( � ( � ro a w A +� ' A S OFFICE I ( I I CLUBRM YOUTH ROOM J ° J� �V;�� ( — a sq b N D ;LEAIA ( ( I a i 44 O z � '' A O �Jk7 i t Ll ►�— — I -- — — --- --- z a w v T v 0 a G � " ° ° LV o c/) •� v 3 H 04 (D I W 0)i .G N G 4J I J 4-3 N O t 1-4 3 f4 CT � rO a w NORTH CLUBRM I SOUTH CLUBRM i I oc Q � � 0 J N rS M r M H U >C Ln __ T __ _ _ — _•__ —F F. -- w O N 0)� E-+ CA O iD x O O O u P4 I a w < < I - co, u x ao aww Hco w w Q �w G� E-H E-+ 2 w a < w • H (4 z PARTIAL BASEMENT pq a w a 1/4"-V-0" BLDG NORTH m e U 2 O U Vl 2 a a x 0 0 a a w a e J CNIV)V) N ap N E Co <� A3 A� m D -•j 1 C) W J A15 = Q z z a 2 - - - - - c�+ ------ - r . - - c+j Z Q Q z 2 — -�� � z F- z TT a a in w Q C I G = U OC Cr = � v U t�4T=17 ?1'H>rKL�1��1E I ° U 0 ° ro u E ° 144 L) ° u � j TYP I - - — — - - �j ° H � •,4 E 3 -0 ° > r- v 4-, Ln I � J � ro0 I � a, oD 3 I y I I G C A�5 i r• ui b - N Co Cl) r� F- Co Q w (] N Ol 1 CO O tD o= o ¢ o 00 44 i — I — Co ¢ �Co � o ¢ Qco — I w � `Oz �N ¢ W CD Co CD • wry - _- I < Cif -tzj LUC- A4 I U �5�, ?�ALDVE7 $ I j i IZ I ;► 1 T I 'c.Xb 2F I .1 ' � I I � i I j I AIM I I ( ; Mir�F-&UT - - - - - - - - - - - - � FLkL1H KV I I I I I i ti I� ROOF D BLG NORTH s` -- _ __ ---- - n NOTE: There shall be no plumbing vents or other roof penetrations at roof surfaces marked o with this symbol v cc ' 6 0 A o i w A3 J ao -- N 00 M 7 24 1 N Co N 12 \4 Imo% ; -�?_ W I �6„ f wh -r t�eY 24"a,c„ U F.Q., N fiC f'f POD?I(,0 - 1x>a►7 t'iz1M - - -- i`'� �� , Z Z G -- - tEe - - - - -- "!� - -- - - - -------- — -- 12 l�oC' I 2jD — 0 — to Z (n Z Q Z 1.J 1� I I W�� n ;i� _ I� 7YO iLA PJQ� . p T4r'/hO +Gp v111C12 < ' _' _. ----- i T�' Q pt - t�,�� �. r ME-T N�� --- ----- -- - - �� gut- o �, Too r-0`rsa w - _- - - - -- = U cc _ -- ---' -.__. -iG}^ - , �� -� AGT ON TYP F6A1 LAi'BEY - - --- - - - w Gn\f'T c,Pbw �Nir I G CA�� uh 2 12 1�b j I r viT PAP i Air? o _4 7 zCp - a F YER DW - � N f 71- - POR Ico ° PQRbCO Q r-;-- UNiT UhT i . W5 BAR s L.1F� Toi'/HEW I"r WT IF] ! --- \Vb1t►6cAAT - - --- - - � -r L (r�L _T- FL2 �+ITff= I S QL SYy� I 10 . $1T:1i,\\ TvP/NSW !"'' S - - r --- l L Tp F EX I - 4 S REV. �'Le-/v�HT�i a �' Vf D \YQI�t bT FL(L p � , r >:�L 1'L1NTh4 - I I T-tP K \Y * r�P�l=xv+ l T t ; TRi+�\ ( I ToP/E�t� i-T o ro NEW LIZ ITN _ I i _mPT FhL I _ - -- ----- - - - - — - T�F; — - -- I 1 04 �1w7E ` i !ice" P� ' iJT�PLi 1^lAL1L �- o, _ j TQ�' "{�Y� "rLl2 J @ 1!D " O,G. --- — - m T°1'J o L R ,� b F!N 7 I�7 � 1 � �iC71`F(i �'- z x � �� / 24 �, ° ° .ILL �-- ��E:Y Cniz � 0' ° a, n o„ �a e ,�,_ • o o=o R' o � � , o°o . Y � �xim \ n�' �� ONL FN1� n1° x a �17H� `� t,�AlauL�� y I T�4? r 'f► p�pT� �� CONC .2 (/� P1EIZ ' T FILL /7�(. t'IL-� I LO�� � � lvMl(. FNh —_ z ¢ o a 1'�//i w• — J 6' Ir-L — I �j. 6 T, I O O u O L ro 1 � i U � I (U o o C I v SESECTION A SECTION B ► ' ��� P'�� z ro coNG G — . I _ 114'=1 -0 1/4" =1'-0" - - - ---- - _`/ - --- -+ - — - -- -- — -- - _ --- 3 J Ln ;T6 �, e —- �4 NOTE: SECTION C in Assure well-graded Group I substrate below C and adjacent to all foundation walls, footings, and slabs to provide proper 1/4'=1'—� bearing and drainage. .i NotifyArchitect of any discrepancies. 4' f7 L 11 LJJx cn _ _ u ht I UZf 2; I < \VD G15D N o= O Q o < t < \Y� 2F. '2 J S '12'' G1�c iavD +'1-I < "Co Co c = - t Ij Tgy� � o ¢ v � j I � wwo � ----- -- ------- — —— cn 1072 QD Co I i I' a I I �W9 FGL 1 � I g R Gw j 2'�0 24- U C6� 2C CA(� ��10 FGL CbG AGH55' e io"o-c - % 2 6o dFa T ---- y i,\E? !«P- - � MECN, GNASE 1KS�, :.1 L L_ R - _ --T I I 5 �� EXG EAVe; fl30 FG� lN5 I , A f 4 AGT T1�E ON TIP K� - I -- New ci,G 9�RE�•5 - RAT 044 CM — - --- -- 2 wD 4 � 31 ?� IN�T Fah � �aU1� �cEV STA ka+2 GlG 5l,-. _ -- T_ - PD _ ._:_� �` �RGJ-+ jA►R x& rNKING PA INT FIN 51Z` by 1 AG1 ON UP MR VOW a2Ca_►. CLG �M TV��, R�' �, HALL #2 Rev �17� r �Y cl, r CMPT j I a f LIKE, M \vN�,�c.oaT wi DINING #2 GPNV i -� '� ^\ Utri HALL#3 CL#1 ,$, DINING #3 --WIN UNIT M�-i� MEN 5 � DINING #1 S —•— � Aq Aq 5 >110 LtVi;l Wit✓ �#1 .1►:;aN \V BAR �- U1WT= \V P 5AR6 )NIN 2 - Fh2 SUT K ON W UDXT t HN � o 0l-/1=q.� I-T 1 8 al�E. 1:25 UR L \\J U) FIIL 2 - r-� 1UP I NEtN i►.�5FI1N= - Are {CA►�T�2 OPfiON)-� `' Lt` r�Htrl i -- — - iUF >71NINla"2 � r � • ' ACC REV --- - y-' WH - - -- - -- -- =---- --- - - - ---- - - ----— - - -- J Q _ -- - — - tdP1[,dNG v CAR j `ram VTR Mc.T :- 2 J\1ET ( -- 2 ',2 3.k� WD u(3R SiM NYD µD0. b x ?OP ,' - REV �N5 1 G 1!1+N NORTH CLUBRM CLUBRM UNIT— SOUTH CLUBRM CLUBRM lJKJ; > --- _. I j f1 c�NC, PiEQ-- > RirV - _ j _J I I PArtIFiC� SECTION E SECTION D - Co ci 0 1/4'=1'-0" 1/4'=1'-0' GOnN S"J?�5� U S 6 Q G G WS J J_ Iz'�� TYP 4� CA PT = q Q� a 1 12 OKT INN = • - Co Notw a�D 10� D rILLER PRavID SOUP , 15# FELT 1J)?x\T PXPEA- P s g ':: cX' N Lk� W14ERE J. - P-' `� �� _ gA ``/1AA �i co�G GO�,G \v4` U\? co — — — I l� O \�+LL L CAD C2! "� �� r , L4 - TOP/\VALE -Rc� � - ' ,L o I Ct-2 N�1 L �o.�T" Iv // \\\` D P T OPG N 5hT T'o �U� C�\PT \- - - "r- --� i tic, GLG� AV!° _ _ _ __ . G T P - = ! POLY, A1.g' LLJ Ir ,NU •�>< TOP PL \PT \ -- - - - _ 9A.F - 5LQ?� IX iJY� Tf�iM v�F-ITS f-- y2 DF 5uIN C) - ! G CAPT- »o) 0: * m 244 \A UD5 a I(v'� O.L.LE S I:K \�EUTEp - ` - TYP FF GMPT �. 2 "` C(DNG - U E-- CD Q \V RE P OT�D ?, 4 (�? �.C � a?�. FTC v ,�oT �Q.. Z • _ _ 1 a �ti, �\ �1►GE I �.W h -nzl t� ► �T� Z OT E��115E �� II 7Yh rC1y-r1G� ,� >=nLxl:Tb __ Q _J - AL GU7 2 �0 '� (�L LA0�c x l l�'�,�\�./l/�\\ //,�\\77/7, 7/ l,\ > �� --WN P w�r� or_ cc - 2 ! _ , �v>: q .4 ♦ n -- = j _ . _;_ to�!>=x�+ (n Z L11 (n &P 11WV b.5. - / '� DS S'rS -� J,' 1 �P \_ I t LMPT ]i.lb j SL?�S - - -FNb — — D Q — �` ? L ► IK %i) Piz @ � � rill) Z Q Q O Z INT PTN4-1.. - " I I ; NOTE. Q CL Q 1 1/2--1•-0• I� N01�iA\� -- _. _ . Q W W - �PLL ) }I I Assure well-graded Group I substrate below );x� 2 Z T r , EL= � '� I' `r and adjacent to all foundation walls, 1=1�� = U Cc cc _ n, A�U r710/J"rFLF_ y I footings, and slabs to provide proper �� r ,1 RIDGE VENT It IUD 'ml% ON � i � . P. .X- +�tjG� (iA7-H }1 ��'��t ilr� W}7 I'I17rz �LY_If& � bearing and drainage. o Gr D,V ► b'� � �JIA\ ' Q{ ' MST• HL4 I Notify Architect of any discrepancies. oa-0 4 ��iLLL 2X4 \�- GTUaS 1 P T - - - - -- - --- - -- 1lo D G ��— APB.! 7-1F/ FND/FTG/SEAS SILL L ° \VALE Cte\PT . °��T T�° =XT yt o. �,y� >'o>zTl�° I 45 �t✓v ��- 7YP 50FFIT t�T (11+"t w I — -� J .: I 1�tAL L -- W Y9 TZ-i M 1/2 =1'-0" --- T ��all G1�► r = \VaL�cA�r EAVE 1 1 1/2" =1'-0" 2 2 \v1) P.�*E -�- Wh ro�T >beY >'iZ.T1� K4 w l x IA t? 7le)M @ A,L-L �-;l WD CLA0S0A2!3J-/� I �COh'T.� = 1 1/2' =1'-0" _ . u NP I:LR GA1PT '7Y� ��' E TYvE..K PORTICO UPPER EAVE oN �l�K LhLMT O7N 4 u1I v TOP/ FL;t SUTN ,. • r� i�.� �n GiJT �- nar�>-► R�.F A>�t� _ .--_. - 15 � „ ,� ' i-.WLL �MST --- --- = ' - - - UDi.A�T F14Pr _--- : 14Y�} WALL, �� — -�- MATi,�t >'o�tl�o - -tY� �� �M�r--' �i�lp�vr+�t+1 i I �1°I FLU 1N�i EAV�,c�E� »� 1 1/2" =1'-0" %2' Gbx PWl� (�Nrt H -'J Mi&!2t7-1.dt�I PRC�tI�E SOL►D /1' Gr�x >�� @ Zx� InIA1-1- iZ �_�-••<. I - ® y-�- ,- � � 2x4� t;?.� i 2k�@ T'(P NeW �-1.�. i,Mt'T I��aM�:-PiIPnnlp z � w WAt-L� �- �'L' Ton1�P.>r TO FIT FI.P�J - 2 e bar � L � ° Tv, GA1i�Pf lx LJY� G.AP r�1M 1 lnit� fast t�EY FLK v,+�7H 2 I �' 0 �• P I?. To pi NIAT�/H e) tLi -All t�ii'1�W �ii=T IN L ro a \V4LL A>JV � u TS-++c L xt� wn� - -TYP. yoPFIT - I I �F��>:v CONT. h\d• �Lf� ie�o ��,� �N� - -.- _ - - - - == W4LL-2 ra �c I -- nA _� �� I ii,; M�-r ��L r _ �i1C�1:1Z_ tat�Ji'v�.-1"11,o y1 ��x r>�r� v�Hr�{ I ; 1k Wn -r IM - _ O KWn �-iM U NOTE' INy1iAb� DIA4, � 2,4 WALL 9TU05 Gri�EY- -- �>;T C Ili" O G G><�Ei't ---. �_. -r'J �p�M r�e,p ,r --� ��L 5� PJEY, i'CA'HC7 f EAVE TI- Il 'PWD _ TOP EDG-�' +� 2>< Wb r-U� i — L INT PTN 2 baAWN5( AA , wH��E NOTED ti Td>' �M pr_-rr,- �ANorY r • o1H>;�wi�E � LEAr� �L/r �'�" I'L � � 16" 4,(i. ;I!� --1xWb T'tJM Q _n � .3 0�16�, Lt�HN 'a I >� $" H 1 1/2'-1'-0' }'pKTlfiv 1:Av� LM1'T Wh I iN v)i1T �}' g>L1' I iX WD "MIA\\-- v o c 1l'7 Ili 14 �iKa7Ek I ' 4�' i��V Iv Wb 1 w t 1t1 M17E1�LUG" i grl K]✓ II 2x 1�.11'J 1�1 I` Tlir 7�b iN� 1=�iz-M b iP W > G -�� �a ALL MINER. �� � ET NW 3�,- ;�Ai��� *�P 4 j� 1' Cn i iz-mi=1� �/ I, rtv SET 11� +JT vNL 1'1Et_ - — ---- y VI'+rr�4tib Cn -0 WALL mxt) C- -- I j ! I;+ � �'. G P� - I l`� _ Z ro _ Y") 96LKLA ` ' y a° _ 7 iY. WhTx�M ---- - �y I ti / �T o I _ 1 1/2'-1'-0 l j I oa a4 , 3 1YP ;ZF U1�P'T, --- , Ix >Jr-) fi-h.,M , 1 ! FG� 2F T (P SOFr:1t - o a I p N E i i Ecv, F F A, J 0 AL DRIP EDC�c F2 12 N 1/HT + 4 XET IN 2''W x �,AhE I I t vNc, w ac,E \u� CANOPY EAVE 12 �T� I2 GA 51. u o � G i o0 0 � k— T"(IT•r>' k.,✓M1'1' ,I_II/ iIK \1roVEK \T �' Pw� —� TPLK Imo WD U Li\ �h / �ot�T °4 b . o0 �UrT VYD G�APP0MP NAor�l� L h�>=�� \VD ^ " , , 711 - �„�W770 -_____-___ . ._ ___ SILL/ GONG PIER 2 � le i t� M1 G.A. r.)S . ON ib oi,. W� C:.a?�A2� e�L i+*> IL I i 1 1/2" _1•-0„ 3 7"Lk MXT t�A�->>: ,) ON I/2,' PWDr,ar n� I " / seµ - R F 'VA L L , i av° I 1 1/2'=1'-0" INNER � M - --- - s = V Tap; 2 2 2 2; Cri X.r CORNER ,u�� „�, _ _ E- >' >:�fi ¢ woN E � mo � 8 °t3h✓ Ir> - I=�`/E� FLU 1��r1(.a W r� I J ( _ a �. L WALL /✓MIT CD = a o GABLE END _ _ H nn w� 2xI2 � �5 gtv T 3'-1'-0' \'Z:'` �_ T' . . , kJ I P -h�L ¢ co -IaP �1= i� v% � �iMi''1'^., t�a7' >•L ¢ =Co y� 16' �,(r• 1v1E II �"R-1N1 n 7t�P EkVI i"" t cr o ¢ v o "— — _—= yit� Gr1!?r��IZ I M�' f I/rR }-I!�� ' i (�',� w + r\ rv� M i•4'7 fSEV I I I I I I / -r�r 7.,, 1 F iz �j{-I T P 7 a w 3 FACE WD `K• Tot' EhIAE 'MI`r=� I ! - ,,�,° 451 _v IK _ 1 1 a '� 2 OPT, Cap G.2 - --- _ - - - t V) Of o 12 II -- - - - - - - - cn w 21 M �` _ .GJ. 2-1 -- I % '�7Cr Mir F(nL w � o _. i / " C _ ¢ w a G,L GAi' ---a TYp 54FFIT T`�P �,, :�_r 1=L1� J - /1 >rtr�-f�iM, x� WD \VD C,APSOA t* I - --- - ► i N 5�, 45 n� w+� �oLUMN I✓Ll� �A'� a c— - `� rYP �V W� ,i��l- � Wig�aL, �r:Y —____� �► SIPA >� Wr. , Tip Rf h,i 'b , >'a�T I FIR TI-II PWD 112' f'LAv�t'I� ► may► I Up!.,\\T I _ iwWnt>zIM CAh'C - I W n IWO ' - i cI^ ) }} x Wb " bAl; - — , _-1� t� -rf,r-1 -wb i�viT¢ Wh GDL uyc PWb f-t�L� - ,f q - ----- i SILL --- o tip• PORTICO EAVE/ COLF �� 1 1/2 =1'-0 24 - _ _ ('13 ) PORTICO EAVE •� 15 � 1%`VD 2x \�D I F--' % , i;��. 1 1/2" =1'-0• 1 1/2 =1 -p' - ZXIL WG �1t RiDGE TENT 20 -tfir1 I - 1�1n �iaL 7-rOa5„ TYP. H -bv' ft (i'� = 1 1/2- =1'-0"pry/ Wh 1'oL-iT, d W&LL 1 \11 D .� 2 \ CM G\PT - FIN i:L >T �L2 UDL\T GaNO ri�r� OUTER EXT ----�_____ boT. pL � . -� �� ; �/4. T�.�,GDx fk1G"h�-i TaF r�4E C�LU� KNIL To w "T CORNER GABLE END � ' _ 9 nr`, n ��.� _ _ � - rtoQ��x�, Imo' V a '- �L� T+-+ I '. I�� 1J2„ 4 Wb j N - 1 1/2'=1._0, 3'=1'-0' I G�LUM�! CL�t:T R CA\PT — -- -�� - G f: MR G°D\V MET l��f fit: I �� °�L��lELANr� ✓sTE>=L ' �- I. ( ��� .i W N f2 4 � C � >>-. - " _ 2 1 , r-A►� Td W L ,A�-� �PEL1ALTf Gv. IK°\vb 72IM, C;; `��- —� ; . c�C �21Q1 -- F-inL rbA�� I TYP F.XT G,v Wh �c;`�w� -- F�L 1N5 +i - t'�TI� -. , �r-� L >'>riHT�+ lac WiJ TRIA\, +t �� t < I,c \V7 a` i 2x 01 ?o! 4& \VA+LL Gll`PT a=�t iN5 Ixco \vD E�F_VEL P�oT �� �iLi ate, ec� Ta TR►n\ -�- \YD�L -ror6<OH& ri�:r" _ I cDC-PE T 2 -AJAmN -VP"'.�LL4 o a ;OU 1DZp V+-rr�•+ wile4v ,IT 11-:.e TaP Ft�r� �P,\G��2 - , /4 • - o - � G i'I - 0 'o i b b I a o wALi� STEP F•L� AST. 5 C' I, .DPE A 'A11N PRTD 2�Co G,1LL ,, d° pF I12�' PE�t 1�pi', �) 09FOAM WD CW � C,:?�__ �, 2:2}Y4! PNT � Si l,.. S �LEt2 T-Nv X UDL,\\T EN� �-- ., $ 4 t� L, !,S�� d 1`r'P R� A13, oo . - AvW OF Cd•0' ° ON '/2" P\1lD TR�� �U� ��. � 1: �h - CA1PT GONG P1 EIL — -- b j A ---- - - _ I 11\ T P, ° f a s. i.<..� t_ A P o 1 --!� `1 I J � CP0N ;r0 �,- : �. ♦BALL 5TR >�v, �,� . - { - � Y RF/WALL WD POST COL/ CONC PIER SILL GABLE END HC LAB! COUNTERTOP 5 7• ' 21 25 1 1/2'=1'-0" 3"=1'-0" 1 O 1 1/2" =1'-0" 14 1 1/2'-1'-0' W J J_ p 4 `�`• = �� ��' I� 'N5 0 ACCESSORY CABINET SCHEDULE "°T� �����° � Nr���-�H� Lo 04 co ��• Q� �NI�- Q /2MGP DWG �5 � /�L 11~v� cn is# FUT Mug ' a� TsluSs WIN s-rf.HOW- NO. AMOUNT DESCRIPTION MFR/MODEL/NO. COMMENTS � " p� cq al N cDx ,PWD 51~I co 7 �'J 7 r 1 - I ��lvL lI`15 2 � �I'elLl= , � A��� i�rl ✓�Y� 1��, -'YI t= ��cl� EN1•M�L I'11't- �1,�ilh.�+h,e.�Y n�i_L.-, r-11NLt��, Gait �aaK , ��.TLh 4. 1� \ C` (�' O '� /,M1;7?1(/AH '��j�r e �'Atri!t:�"�� * ciD 1'1L�,�T�1� %7N71< -`�� h41� 12 ' � Fri �201 plcT F>Z btyC MET C"clg , HOLM: ;� � ' �or�a✓I�>L J P y - �u1 o,Tt2. HD12 � ,# � � � � � � TALL,- ��,r--�rz. N.��n�� T*( �4 t CAVT r '� w�� >�i�c73N' -bb7 t�T 2-o` >+r w b�,t III N b4F�E CAS �v Fug 5 WL3 BQUICTn \ WrN/2, aF S I 0 }�, TOT\V4LL WON0WDGLjb � . MET HGIz, U Q C� DaIP E1JGE� z G -5EE \ a �� V FL aT WIN �H. 4 L r�Ati'1'1= �c1P7��� '�t�-�i'1�4 �✓ N17 �01' @ rn'_7 1AC �1=F > � Q Z 4_1s r. _ XL f�C1TT�R p�L CL&, WT= 2 J --�—� - ��--' I .. cn z °C w cn 6 TOP — — IJ5 TO 11216Pf��t 2 , _ _p 112, vow of I Pwl, V.� �04� h1 Eir U AD zaQ � z �vD Taln� _ 0o Y v , �vNER� HE 5 DN U ; FI�� 1�, i vP - L1. I C7-llrt � "T Lv��.tiv�l L4A9-(,H Z F— �, O z I �. 11 bT IC w ArP,v, 3•.1 _0• GT - Q a Q \ND FOR t 6'04, A �7 �, � � >- Q w w >- W LIZ lK WO T ;h�� ��-2�l� Nt7 �,�T @ �'-2' a.> >_ - �1:�►r�>z Sri ��.N1-T-Y = U _ 2x 1 14-,� (2 24 0.4, 7 �", "-�� � ---. -- T CLG BEAM � �� �, �� ,� ���� ;.,��-��J � -� x ,I, „ - �>=� f� WD TRir� �_, � - l 9ox IX \VD "IN 3 =1'-0"TYP SAT WADI- GMPT 3 U �B x`a'8 0UACT�V_ W •a EAVE 1 �NQWoGjL� ,. _ 0 " 1 1/2'-f-0" WD W IN FI2. - " U NVT� :�bJ � K4 H 12 / - IAIS ?aar 2 V o A C LvY' ro dLlhM IQ� 24g ca fl� l.�ydb >J�� R,S,F -;vita aw N h 2 -� W a „ J 0 "1 C z � Qom, y�GpC)w, 6s � A 4-4TrP �� �L p P. ��L i . _...� V J U o cn w U .i •-i � 6 SILL` " � `� " 1 i TQP�\Y l.L ROOM FINISH SCHEDULE Q Q G I— w ■ A � � - =. . . •. . RM NAME FLR BASE WALLS . CLG COMMENTS W Z a 2 F�YE12 C.T WD PUTGPUW' PNT6FM WA,Ny0471 7k,41� p W � " 0 � it : CPT 1N , G.; � y� GFOV, a AGT .�. (� Z a. � ' v LL " a Hl&"L L " W �✓ Z Q . 0 tL11`lT y — � a PNT G a'DIN p � U .c fa +j XD 1 x Ww W J MATCH E AE iN PrIV Z r'NoMI CL4P0 4- awLro� D TRII% ON It �V� P LiC� PNT GYOw GGwi rT WAN " AT � IM Ti'p �.XT � L��.� FLU �,>v � \YP Cl�NPT 1N �iJ�' E:4 GT /1T VWC s 6PDW �'NT GPDW EAVE 2 � � � � - �PT /N PNT ;PDw 1 1/2"=1'-0" !i?'!F'T" , J• -----_Gam.,- %` z w �, I Ay - ;v� T� •--- 2K IQ. w - �i�ls✓ �i-IT� - > ✓ i -- 2� 14 �� W �t 5 H G Iz W W ✓ 2 M M f� CONT, A0. FL& V @ J61� o7, ►- M • UXLn d W O N Ql m O t D OSOQco O Mf' ` I i P_+05 r D W W EDP +I I ;� � W � � _^ , w c 3 - � �-- 1% �vD rtR ll�--- lam '�i% ;' w cm V) z cn � V` W `. �a � � I x �1f tJ TRI>t� cD m O • W1� _ LEM �� 3�.� ����� � It ��D FINISH CARPENTRY SCHEDULE cY W a SST �' � - Ci��►;� � ���-� � ULE 4 �x Uk�41 rT I°or ITEM MATERIAL PROFILE SIZE COMMENTS TYp 2� EuU �-rT+-+ FL_)NrDE2�A DINE SEE MITES IZllNIJING COz!��25 JOINTS Lt" \VI Dw?, i f � Ie_t_ T EAVE - �6-7'0 2 �� Nb UNNIN�`N 5 "14, <<i�v X 1 1/2" =1'-0" MAN AttF-7 To FIT WltJ UNIT TizU i EXTENS10N �!51! 74, O ROD- DOU4�A5 FIR I3I,"4' MOULT ON MET P0'D 4 �NE�F g � �: ?D� SHLWIN4 3f 4'AG PWU Wj PINE M4 DAVID t AXTS MAX.24" DC. WC` bhUSTEP CL, AP; H�M1,UG1'I mAus►oa INDUSTRIES 3A3"� 12'' #_P 312 TPA RF/WALL S SAP--- - - \poNQEI�D�A (PpINE SE>; 2, — 3 _ 1 1/2'=i'-0" r'3i4-` Tt a Xx PW0 SHTH AGCE55 PNt. q4" AG FWD I2,0, 50, 6Di:c TRIM OAK ! 5�6 3 • 5" I, 10 - ---- -- - -- --p��i05A ?'iJE 2 TDPi Gf441Nu'''1 F�� N H M15G WD MDU�OINU 5E>; DW(h I INiA WIH y "G' SE6EG� �45 Kp TUi�i ExG FV?, STP Ar, REQ(1; � ---- ----_---- -- — -- e G 1 EXU Ft,P P _ - T I"• ' c DEG lu1 P1N,b11'� dWA1tJ5G0AZ A GAS �'XG sG vLal wv , •4 ,q F61L 6tAZINGt i -- Co i WIN CDC-0. N IZDUND WD GL STOP Z O U c JAMB DINING #3 FLR O 4 _._ 8 W 3'a1'-0' 1 1/2"=1'-0" i w J _J ' 4 3 ' nw� N aAb DOOR HARDWARE SCHEDULE DOOR SCHEDULE No��. rDv4t- 1 co 11h� F DOOR and UL LABEL STANLEY SARGENT PEMKO SARGENT - LA ti WD _121A� DOOR DOOR and FRAME DOOR DOOR R.O. DOOR and HEAD JAMB THR HDR Hi'tvuc LOCKSET; THRESHOLD CLOSER i "! __ E FR MODEL SIZE W x HT DET. DET. DET. # f�lo. FUNCTION and WS No. No. COMMENTS �` 0+ 1x 1/�iJ I _ \�D �RANFE l� T r ..:.. FRAM M Y P I - `Y �J{I� NO �' +� , - �� F�tr A5 SEGEi TED 1 7'L�., ti b� A. SE�EG'6 G' b � T'?1 M 11 - FC?L p LIe-e)E ; rya,,v 77 1=� x -- 1 ^ I� C7PD\V 7jy1 ' �pQ\� �.i�• L� bF-L LU E� PV- 1Cr-1 > �� -�-� b-P1, 1�a d-2�.}x 6'P7,4 r; L 4%L x 4'/2 0Y C'r;AN6a 0f`NF 21,4 pDV �Y GHgIJG` OQLL 1,`ET F L6 �X Lx 1 " W �r !' �K �I 1 i, , if 1 ' _ 1 �17' ! -1 m _ -� �.�,� � �Vp �.� � .., �'-nxb"3x1�4 �-�/4x6-��.� �+ � � - - 41& xq t �RfJ�r DOOR `JTR I. \ViN ST2 �(DR \U �2 krn t=i.1J�>a > L 'Y — 4'/2 y 4 2�4 rN ,✓' I F�JU 1I� � LT G�X T-C� LN5 U w5G D0041 PJIPGH (AGf; DR ��� i7�Ix v� �Ul 1�5 vD�� ' PIS\, DOOR �R D C� SPI�GF�� - ----- -..._._- \ylN � GUV,i�IEy r� Ho ;:u05u �n � -- 2 �'i� �.�12 v' �•.- Ln UN 17 Y4. SNT-� WT/W0R , ;� i �� -- U 1. 1- ( Q '/4ENT �' a . `' (n Z � W (n ?�V• \u I�T FLU ��T� T�vEK UnLn\-r lx \�D - -oo �� u TRIM\ �Y--- :` 11 x �2'' �Rln� .� �. --- 11 I� — z .� z Q Q o z P.A. Q R 2 T o \VD mod- o �i C� Z F- H- 0 z a VVIN UNR Tt� a wD 5 ;ri '�— '/¢' SNT NO USEC� -- - -- - — — -- — Q 0. Q biry \uD \ s. 1 � TRI I'��7 �..aSON5c,�-8 T, nb� A T',. Q w w >- --- - - �\ �� C"2R:ES ;-2 ;c� r:.l►S:; r2 �-Qx'b-41u '�,b '�'-2./4 x b'-'�J4 — 14 15 -- t 51'�INuC'YPE t-'�UF�E �>✓� to �"' n M/� ��++ TT 2 HEAD 4 VERT MULLION 3 ; ;HEAD 3- -o- 3- I E-xtA HIV_ T� �`*,A, J � J Q4 O a v �uD �?t1K w t-I��. pc�oR P��Y000. rR 1 O T.: bEv \gypp \N5. bsy E \N D TRI A tlill*r � -� � 1 \V D EXT K � 1 M � AL Tl�tt u5, SrIT -� FIR PLR "MIS Ut�iT I WIN UNIT =� w o V ) 6 J Z w 5ET IN 5NT 1 Top/ I Y4 5�T °,�I.�tu � a G coNc -- = 1KWp ca51J�G v►,, —���� O WINDOW SCHEDULE n�� � ,� ��r� 1' HEADER GHDR) SCHEDULE w bo • . � �¢ S�T—� ca51 N 6 \VQL SLR -T�II�V� TYPE MFR MODEL # R.O.RO HEAD .JAMB SILL HDR COMMENTS HDR. DESCRIPTION NOTE: GLUE & NAIL = �T 1-1 / F�t. I Cvpp�y WIDTH x HEIGHT DET. DcT. DtT• No. e a\ # ALL HEADERS U LSD �L� , DBE 1� DPI. 51�t, a >�LY v.b. w z u J � G ;. a \VIN, COTx2 HDR nE��E» Af t-2 �'-oy2''x 4' oy�" 7 c ED \VD 51-i I E --- - -- - --- L PR1;TCJ�,\\ �GL — s c1t FILLER ;'' 1 IN5 POLY v 'l2\�CbX �� -\`lD CA51N& �, �P42-2 P�'-o 'x4'-o'/2" 6 5 2 2- 2 x 4 w , - /�,� x Chu p>�n �1�> �� Q , L r 1 t\V D P\ �T PX1Tl VV�K � - - -- --- ---- � w E O o;x 11. 11 - R J TR!NN �PD\�! ,4,, STil IDR ' �' ' M/ " 1 ' N - - --- _ - - - U �- -- ' / �� U L p429-2 S -o n T� 4 4 �, 2 - 2 x w 1 - /�' x 7 Chu Pwh -►LEER Z > x �l2 Tl-tip, !� FL _ = -- - -- - ULTPLAWAM 70P �� ) - -�/ rj L-14� " x 4 -Gt/a -7 f,m � : :,M �� 4 �4 2 - 2 x10 W� I - '/0. x I �hx FWID FIL�L-r cn n PZD 24 1X TPIh\ o - - o 5111 ON \VD oc E �r'421-2 v'-ova^x 6'-�'/�" �e� 5 6 1`5 x117 WIZ - '/2 " k �i � �1�X r>,�h >=IL1.E�� ad cc � G J I�DRA\ TY° EXT F�L INS scTN - ----- --- - - -- ------ - -- - L 3 w 1 ,� SILL • *4► L WTI u � I � a�1- b'-o%2'' � 6'-oy" q a S 6 � �- 2 xe W/2 - %2 X � l b�c pi�r� F1LLBr t p Q con P .,� h b.,Q1.c{2 \ I UNIT114 C ►I`iLILu2 �, �, r✓P� _ 6'-���' -��z' �'I &d.Y� F i7 w a. .o. �� t'�� F�AF SILL 5 HOR MULLION o 0 3--1"-0- 9 j ..1:�_ `:f V�; ��h�✓'2 _ (�'-p�2� THf i 3->.1•_0• - �� � T"4>✓ A>>'h0-2 ;•_,•_a- �',"' �441 -2 SI-G�6 K 2'-����" 4 ,ram 6�3 °! � �1xEh. �A�H --- --- ------ -- --- n d $ �%4 .1ALIK wry /4Y 6'-7�2' x2'-o j�° 4 ' ;1� ?j a � E - lAM!��Tt�b C�I't�L�i 7 �x1' 4A4'L/214[ h �, 4 �. „4. �i�1M b�IM 17 - -- 4 gun G11�IN� to a5TUD 1L 2 L INf� 7 Ar,1-2 S -17Y4 x L'- O��i,. 4 LntM �48 4 F1KEb oA�,N C JAGk STUD �,Pp�11� JAGK - -- - - --- - - - CO r - uoo N Q M — F— M STUD � � . � ,< L, 4 \ 4 A- 4 f 2Q42 f4442 b'-7 /�11 x 4'-5�q" 1�1M �iM 11 4 Q Lil o N m I PDW IDLY _ \VD - - - -------- _ - - - v, 2, 2` GXT _-- _ - a �aq2/2o�t2. �'-�'/v' 4 - %t 61n n� n 2 0 AL _ l \ (051 � ) Q � P. R'Jl`1�y.b. U - Ma�cN rvEK --- -- - - y , �Cc Idt. 1 E 1 UpLMT 4og1/�tt42 151A\ (o `�IA� 17 4 � o Q � co ---AC KtN5 v 1 rr L"T� �,_ x wtJ UH i S :.x(� �t',� •0 2_tea� `� � W o Lij Of 0 \V5 4 4 STOD STUD ';� 1 ..�► --- -- --- -- - -- - - - - - - - -- - Lv V) � � z T t -- ,�►titi>3 TYp UNIT ;2 t � � o EXT `_— ��4't 51VT I/4't G,iV! w r I��\ \uaLL DOOiZ 1x \yp - 2�� �'YEK UDLwT CA\PT 2 VERT MULLION 0 '1Ym aT V&LL 4APT Ix\VD TRIAD, 4� �iK \YD 3 2 E�1:'4 � TEND t H 7�2110\ - . �.�- 45 REV Ix\VD►1WA\ 70 50T b�V• �2 - a —WIN '�Q 1 t wD 714% b�L �t 5Nr FG l�5 FGL (\15 '� JAMB � T'21M JAMB ��\v���, -- ��\v,�.s, n5. � W t N NOTE: DEL HUNG `.'VIN SIM DET. \AID �tD{� � Ne�K H1 2x P.A\.DOOR FR. PA\.DO(�RR FR �--� t/4 T _____------- _ 1 k W o TiZ 2�4 fit` pL WT 1 DOOR `, DpT 1 Doo2 ►� a:v r�vr v►� , w� T�t r� _ STR UDR STR UDR Pl-A1�1 T4 � Vt' i,nk awn -- �- � Tb 1V 4 - 4Eu T4F,�tlCll i Ate/ T I�/1=u �,,�.r�,a - -- .._ �,, Fa►c - TYP EXT r-- _- t`r FLU �-,HT}1 1' ✓L� ��I-ITH �� - BHT — -_ \\/ALL cA%9T ---� �- % � �nr�W 4N cat- � �\�T FLU �1. ix \VD :.2 . ...2 2... � I:kT� MIN\ �� ' \Vero 5TR HDR HEAD HEAD DOOR FACE 106 FC�L 1N5 11 3/8" = 1'-0" L 3"�1'-0' 3'=1'-0' SILL GASINC7 NG?E GGNFIPN p1.0 5116 t'�1012, --- r 17 .4 4 '4 �,� v�1fi 1� \VD , .. FR. A.NC, F;Z ANC, bov Ja STUD J� STUD to o�,oE�lUG Oh 3 =1'-0" 1 ' — M\b 5TUD J; bTub TYvEK LIIJLI t P�EV. N�1D --� a>�F7V F��+� WD 'RJM -- - - 6�/�°- r �'RINN I��l '� _ 0 tL s b'-hy�' 46v / NT �NIK UKI �rXT>N a. �� ;�na � e,*�,r1 DaOR / _ _A_ T Q2. I bao� VERT MILLION HEAD _,- __ 13 .� _ u 3"=1'-0" 3 1• 0" , Gi'D 1f 1�i5• GPD\V,�i S NOTE: DBL HUNG WIN SIM DET. DACE 1AC4 TIUD R_O. FACE JAL IYOD R.O. 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COMP ` a /2I 4'�12' 1✓ PfFNt� _ - p 4KMEr� GRAVEL, FILL, o @ __ - —�- r 1 LLa:� tb f f Z > C r- i (r�t46, FI O � •4 h1L. - --- _ y, _ u L ul �1N lri2 �; GONG WALK ( �" �? � • D' r•°�� : . °o COMP 517�5. 1~ �J1'AIIZ 0. y,1ALL lL � CONTROL JOINT (,�WL zx4 .• - w��xbklvl,a �v•• � /,rlN� K `� o' 6.�.vi M. rov ' '° .C � t�orJ L Ir off Fr►h i s �I �rU ��? WALL . u M� > 7T- b — �h�E IuNL ;h rryi CONC FND CONC SYEPS � �T = EXG BLDG BASEMENT hOWEL� (�1:T CRAWL SPACE `r' � "� (r 1ZrJ U 1 /2" =1,-0., 3A 1'-0' l � rOLY Mir �N I , , 00 � H 00 0 �D 4'a,Wx 3'•� N 6aM� �vt o , M o 4 00 PUVD AGGE55 PNL ( °� a 00 01M ( aw w w A �' cHnzco z �aw 0 00 0 I tJ pi pp-: t'IZE1ADl.t�Ei� �L VG 4iTH14 5L CC MG !r•&4 ,�-JT FiLLEJZ �/2' Epp !o' THK�l-.GONG WALK- 1 --- ---1 ♦ - w/!o•la "4i W.1V_F TGt�LEC� w� (oxLv �/ram W.W.F. _ 5G1iM c:UUG W_AL'L w� MOPE = I=12 d'?NK. CDUG v&W U[- EAG �l-OPG = 1:12 M-AX _ _ 2''.� t0-(a lgvp W.w. W/LoYLP 4/40 �1V.1VIR FII,I,Eh3� c�c IF)T"CG-I TD rZ"M j v, P rCN TO C"N GO A6 ! I WAwK 51 51M •d THI�EN '. ".��` -.-r� .---�—� �- o L o Ills(KF1J (' a Q e i 01 (A "° 1 .° =t- All- �. � T _ Dp'F�iC -P�/I� ���/Y.� +,vj. :� LL I• Top/F►�D ' �` CaAP J T�IIr.��N%; o •• LDl •°•l'S• .� �M I o hUla GONGC� \ . 8��� 8i'T►Ik o 2-4- 56 LUNG cc� CDtJG o. �A 4DkA2T e VV A L 1� 1 e• _ FWD � � �� Kl=Y o i' ! ; GOtIG p 1 oe (, o..o ,li 51 PIPE T FtIL"� o • a /; Ui, ° �b - 51 EEVE,1`(P I 51 ;9 Cdu�l" 5 8 5 CDLJ��T Ln1.J5T ,� ' �• I �'0' 1 I I,2" _V 2' --- Pull IcEY o o a• — KEY ICEY - * -ter - 7 -- -- I� - WTI _ 717_ - _ _ e I L7 \\ _ - , E�r FTL� ♦ ( � �- t; � eaves i �0 PT&I F=T,67 —4 CRAP �p /� - YVAGONG i 151 51M .� 1 1• comc - -- W'A1,YS �wwc -� 1 _ — — - - - --_ - - - -- - - --1 r- . — 1 --- - - -r — - - - - - - - - � j WALh q SEE -� -'- t I 1 9 - �--= ♦ �i. i +1 ,• - 2 y 0 ��, �56.GONG WA K -- ` CO�MC F D/ SL 6 CONC FND/S[�� 7 i ° i � > � - 1 i2" =1'-0" 1 /2" 1'-0' 1/2" =V-0" 2 —1<71. oV 641I � 1 ' m FOUNDATION L - DN - - ---- - `Ir 1/4"=V-0" N. N -- �� ---- � BLDG NORTH - a o° G4NL 4 g W M N CID i f0 •1,c--74J55 RIDC--F- LINE N 00 N 1.0 � 12 12 p 20 1,07'� '-!ice_ TOP 5, AP�pt� cNO�D 4* M-6 #I: N I LET- ; 2-9�g RAPJ 3 0 0 N 7 1 W'�14"x 117/8' 23, 3 2><12 2-V2' X\ M-6* 2.% 9p,;:, LEDC-;E2 ( ) W 11 / n7 sRY.a -0 MIGRD CAM �tiAMS II CDX FWD ��G P,ot 2 6 IAM J N? V FIT F61 COWC, PItiR. 6E�,TYP FIl,1.EP15 /cw02) /' RT- ,g I— �� y m T J r I { - - a Face Q z 24 [, ?�� o� a Z C A4 ~ '' oil 27=8" „ Du, ADR O �c;. �.. .G � � J U) Z Ir W (n — - PFB WD RF TRUSS TYPE RT-1 — 2A P ----- c z Q Q p z 3 2�Ix 12 WJ 2"II211 NTS - o(JTLIi\E H 6A6LE IRDEt�J >- Q W W >- x II GOA PWO �E 1.�5 END = U cc cc _ FI( M`5 NOTE: TRUSS TYPE RT-1A = OMIT OH @ONE END 24 TRUSS TYPE RT-113 = GIRDER/GABLE END TRUSS - 00TWK WAM 6ti _ A4 1 O � DESIGN CRITERIA FOR 0 � W WIN►o ff — PFB WD RF TRUSSES ' IC U 0 C a C .� a, u rf���� � �L>Z �,.4 0� ci r ROOF LOADING: Top chord live load = 30 psf �LKrE I i ' 4PER>I`, �,► �`� c��,E (for top chords) Top chord dead load = 10 psf Q `' 02 LT 1� 6 CDi� i-1L' _ - _ (Cosir20001102b OP710. k Total loading at roof = 40 psf O W ,, � N N _ a � E 46 2s LP FLA I ~ oc z CEILING LOADING: Bottom chord live load = 0 psf _ °- °i SPAN pIREGT1011 I s (for bottom chords) Bottom chord dead load = 10 psf cv Total loading at Ceiling = 10 psf O o ° Z v v o — �, u •.+ TOTAL DESIGN LOADING: '' M Ln 64 (Roof and Ceilinas) 50 psf Q UQJ u - `� i ---- - -- -- --- NOTE: Truss fabricator shall engineer Girder Trusses to support all cc 01 LEI EXG 5TA WD point loading from adjacent trusses. o c a 2,, 10 RAF W6 cc . ° pv M 3 2K 0 �2.iDC�r O Q ►> u v j Ci O x Er cn w u O1 G � I ; ►. •.a .�EXr� 5T � EXG ST r----COF11 2 x 12 NAl I.E R LL LLIJ) a o GIRDER GIRDER 5E' RAC I— U_ � M IDS K EXG BLDG BSMT � O .4►. c � o0 e 2F 5H'(I O � Q) o L. UL cc I $XU FLIT I EXG FI,fR J EX4 FLR J ' � I 3 SPAN 0IW110N ISM DMECTIOU SPAN DIRECTION 7 el ,Z, OUTLINE GOhG t' rh 2Kb �ILt_ WALLS F-N r.) oN FaANt L--)I LL 2,_14 bE L. WALL,saL. LEK. HbK I � � � 2-2�10 I 2x 10 RAF u, N � M f U >C LO —�—�-1 - -- ----- 2 k l0 1=1�K w 0 N 0).. -------__-.__. \� H x 0 0 16" O L 1 i i - x 0 111 0 o U w E i low, 00 CID 00 12F F;L AID -- w w w o In I I ; 2x 8 RIIJC�E � r74 H a 2.- z - -- -- -- x 8 TZA v�i 00 .F P 2 x 14 10' O-C• ON w w r-- x ON NFU IL� FIRST FLOOR FRAMING NOTES: I 1 /4" =1 -0 D 1. ROOF SHTH SHALL BE 5/8 CDX PWD. PROVIDE ALUMINUM "H" CLIPS AT I -- -- MIDPOINT OF ROOF SHEATHING SPANS ON WOOD TRUSSES. f I E CANOPY BLDG NORTH / 2. ALL PREFABRICATED WOOD ROOF TRUSSES AT 24" O.C. (MAX. ) UNLESS NOTED 2K8- - \w(� GIRDER 1'-O" ____ __T'-�/Z"" _ �+" •�� / �CAN'�P� hIL7 OTHERWISE. • � RIDGE s (�iRDE2L= p� 2w. G x L 3. EXACT WOOD TRUSS WEB CONFIGURATIONS AND ALL OTHER DETAILS SHALL BE F ZI p A. 1 DETERMINED BY WOOD TRUSS FABRICATOR. - WD poST- PWD 4. PROVIDE CONTINUOUS LINE OF 1 X 6 WOOD BRACE SPIKED TO TOP OF BOTTOM iT-- -- _ CHORD OF ALL WOOD TRUSSES AT PANEL POINTS OR AS OTHERWISE RECOMMENDED PP-TQ (O<O WP GIRDER= I _ BY TRUSS FABRICATOR. 3� 2� 12 , WD PDT'' DEL GN - - 5. ALL BUILT-UP 2X WD FR SHALL BE "GLUED & NAILED". a �. -,•1 -j j ---7--$ �RAF 6. EXTEND ALL WD POSTS TO WD GIRDER OR WD SILL/FND BEL. Z Z),IZ W! k%)c.G 7. NEW FIRST FLR SHTH SHALL BE 3/4" T&G CDX PWD, G&N TO FLR J. ALIGN TOP/NEW ►/Z' CDx 11r1,EQ I FIRST FLR SHTH W/TOP/EXG FIRST FLR SHTH. 8. PROVIDE CONT LINE OF MET BRDG BET ALL J. @ MIDSPAN. --- MET HGR - 1 - PORTICONTID - c�1QpE2 2 10 F+2 WD PCY�T p s 2 IZ OIsTLIf�IE 210 H2 A — K ROOF F F RAM I NG RF I:e A> � Po r co fl 3 ___ N @ Ito O.G•1 1 , 4 -1 -0 N eD&E UPPER ,-- r ;Zr- F2 HDR. 6F. - - - - - LT ALA WD 61j2DE2S PC>2T1co �' ✓� �PORT1co ;40 C�2DE2 13EL . I 1 �i ,, TO WDUff PUST W/ BLDG NORTH PRTQ 4*4 7/4• 2-�il4 .4-vr 4 _ WD f�nr 5EL- ;- I CVV. TH RU-F_OLT4D 3 2 10 H R p 3 V Z P05T = I WD COL- CONG PER PEE►. 3,; TYP UPPER T1'P LOWEK. I?Aa W PORTICO FRAMIN J PLAN BLDG NORTH zx S=@ 11p" O.L - iAoo f(o•'Q�, W A O PLUMBING FIXTURE SCHEDI�h� NXE: P+Z0210 '02�'`2N& ?;.u, 5N&, F1VVQ�, CON F� OUTLINE SPECIFICATIONS 00 e'�1r� ,110�c:.S , CD;.U2`3, • :DiGA';Or'S \\' A2C�-, T � M 90 NO. DESCRIPTION MFR./MODEL/NO.. COLOR FAUCET/DRAIN ACCESSOMES COMIAENTS om N co N PLUMBING SYSTEMW101 T C (/�/� ••�� rTT �' D'�G' 3520` a?J " 1:4(pi 1 . Contractor shall provide all design , engineering , labor, materials ,0�1 M ,.n tools , equipment , permits and approvals required for the proper W P2 5527 _ 'H) ---- ---- - W installation of a complete plumbing system including sanitary = drainage (s o i 1 , waste and vent piping ) systems and hot and cold J O� (�rZi Ali► WHf .Et2 STANVEr� S�DA;� 2a�.�1r.} CDa2'� r�"G ?+ ��� �f�r-L' domestic water distribution to all new plumbing fixtures. Plumbing U W fL- 4970 r ' '�Us ��a�-\rC work shall include all modifications to existing sanitary drainage LU 40H 1;2 72:70I` �rf and water supply systems required to tie-in all new plumbing fixtures # 4- 74Q and wor k, Prior to submitting ngtd Price , Con rac or s a inspec t �� --- ___ _ _-^_— ___ --- --_- existing plumbing system to determine exact extentof modifications G r� ^t ♦ S�\jT 2" Ti?� ��� I�r"'� ------ - - required to accomodate new plumbing system work. Plumbing systems v �5 , �DO� 72A'� � ." � Y� \� � ?FZFD A'E) 5721.NE2. CH20,1\c Q Z work shall be as indicated Drawing P- 1 and' specified herein and shall � Z ?�'' y, —_--__ - ��' T��wa�• 7 ! comply with all Massachusetts Plumbing , Building , and Health Codes (n 3'55 S'AN A,ZD .Y Q J '� ; and all l ocal pl umbing and health regulations and meet the highest —-- - --- (n Z = W (n standards of current industry and trade practices. Exact location of finished equipment , fixtures and related devices shall be determined Z Q Q O Z !! I at the site in cooperation with the Architect. All plumbing system Z Z components requiring inspection or maintenance shall be readily a i accessible. A 1 1 plumbing system components s h a 1 1 be new, first < Q (n W I I _ _ _ _ - __ _ _ _� I quality commercial grade. = rT T 2. Soil , waste and vent piping materials and fittings shall be as required by State and Local codes , joints recommended by cc C ' ! manufacturer. Interior domestic water piping shall be Type L , hard- i l ! drawn copper tubing with solder joint seamless cast bronze or wrought Q a-' b 1 copper fittings. Piping shall be rigidly supported from building o r BAR structure to maintain proper grading and pitch , prevent vibration ! tr' noise and secure piping in place. Arrange piping and supports to V 1 t provide proper expansion and contraction and most efficient layout. Q 3 0 I' Piping shall be run concealed and in joist bays as much as possible. Q N o j ! w Install all piping to provide maximum possible height clearance above U) n i L floor areas below. W v r, �4 U ! 3. Plumbing system work required by new Bar Area is not Base Contract a i = . w +' work and will be completed as Change Order work. LU ° — - -- — — F— J „ ,, U ru - - - - --- - - I 4. Provide proper size and model valves , as required , manufactured by _ ro 4 J either Jenkins , Crane or Walworth. LL Q o : W (n z -P 5. Provide full size screw-type cleanouts at base of all risers , V Z p O direction changes and where required by State and Local Codes in all Z J t, G soil , waste and vent piping, a) o — U 6 6. Provide traps with ample screw-type cleanouts at fixtures , equipment _ ---- - - j W and devices connected to sanitary drainage system. Traps shall be = 1 4 --i -- ��—' set level with respect to their water seals and cleanout shall be J = V a) E Q —__.._ _..-- ------ o protected by seal . J 7 . Provide reliefs , breakers and backflow preventers manufactured by or X W ,q 0 equal to Watts Regulator Company, where required by State and Local Z - Q. rt 3 Codes. Q D rY J a) 0 � 8. Provide finish fixtures and accessories as indicated on Plumbing 0- Z W at V 4-1 Fixture Schedule . //�� M� Z p Li ■�. m t7 p O2 —� Icfu '' HALL#1 9. Interior sanitary drainage system shall be properly sized and b' q 3 DINING #1 connected from plumbing fixtures , devices and equipment to existing O ! i sanitary drainage and municipal sewer system inlet. Waste line pipe J J = + 0 size or direction changes shall be made with Y ' s , cleanouts or � Q. O '0w reducing fittings. Greatest offset angle shall be 45 degrees . Trap and vent fixtures and drains . Piping 3" or less in diameter shall be 1 *-� pitched minimum 1/4" per foot ; larger piping shall be pitched minimum 1/8" per foot. Pitch horizontal vent piping to drain condensation back to fixtures . Provide building drain with interior cleanout at �~ connections to sewer system. Or 10. Interior domestic water distribution system shall be properly sized Z and connected to plumbing fixtures , equipment, other points requiring - --j - -—� domestic water from existing hot and cold water services. System ---� shall include all valves , piping , gauges , breakers , reliefs , backflow I preventers , controls and other accessories required for a proper / installation . Branch lines shall be taken off top of service or main lines. Install required fittings to keep all plumbing a sufficient HALL #2 I distance from other work . Run pipes parallel and grade evenly to low ¢ M points. Provide drainage valves at piping low points and at bottom of r� risers so entire system can be easily drawn off. Provide cast bronze x U-) or brass unions where required for ease of disassembly of fixtures , Q w CD N M FOYER E- m o -10 --- —-- -- equipment and devices. Provide vacuum breakers and backflow o = o Q o f I preventers where required by Codes or Local Inspectors. ¢ a :2: 00 i c9 < r co co i 11. Keep drainage and piping systems clean during all phases of work. Do - - - CASHIER not cover up any plumbing work until it has been properly tested and w 3 'TJi w w w o � approved by Local Inspector. Sterilize domestic water system if _J — c~nOfQw required by Local Inspector w � cn z -- -- ¢ � -:rwcti 12. Entire Plumbing System installation shall be performed in a first- p(p class manner consistent with best current industry and trade practices. Upon completion of plumbing system work , arrange meeting � with Architect to instruct Owner as to correct operation and - - - � � P& it maintenance procedures. 13. Provide properly sized primed steel access panels manufactured by, or Q4 I II equal to , Karp "Flush Access Door" in all finished walls and ceiling -- j; at locations as required to permit access to plumbing system components that require maintenance or replacement. _ P4 I' I 1, I � 14. Contractor shall submit with his Bid Price one copy of manufacturer ' s WOMEN r MEN I product literature describing all principal plumbing system F I ! components , that are not specifically described on these Drawings , that he intends to provide for the complete and proper installation of _ IP1 { the entire plumbing system work. PI 1 15. Prior to proceeding with Plumbing System work , Contractor shall fully coordinate all installation requirements and details of same with 1 - Architect and shall obtain his approval of the exact location of all principal plumbing system components . i P1 � Q3 i I FLOOR PLAN 1/4" =1'-0" N BLDG NORTH �'