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HomeMy WebLinkAbout0035 SCUDDER AVENUE - PLANS (5) OTT-68Z=ld ' SIISNtiAH mauilS NIVW lSHM NOIZIGG`d t 6/6 T /T pNKdW00 2 aaru I'I3 z��9�# slz�Tx�a > j 1; ! W W Ca 3 a - ---- - -- . --- - -- ----- - ---- -- STAIR w - LA t CL W JF MAC ,AF?C ---t -- - ;p, n ;r 4, ------------ - 1�.,- F_ E_�, �, �N EX INCI BLI�"IiNG co Z X8")',3 ;SEARING PiA'E - 2 -0"x4'-��.t:�" FO�UTINC / REMOVE � EXISTING MOTOR LODGE C.�UJ U _ ..._ \� _ I AtvCW!TN !4) Fs x '� r" -- --�. I -� --- - ! EXISTING Z � a R� -- --- -- I --- -- __ _ - -- z --- -------- -- --- - - - - - — ---- - — _ , x BOILER I ,--E XI,� ING 'WALL & J�:�F STR�CTU' t � CL I EXISTING 0 BE REMOVED O 1- /3 %2" DIA STEEL r j XIS.ING WINDOWS T Li � �-1 t3"x 12" FOOTING WITH � � O O �_ Q PIPE COLUMN WITH (3'1#5's CON INUOUS, � ._' I [ I _ z Lf) j ANC REPLACED w/ BUILDING O � w� i � �-- �. G � --J -- - �- STANDARD WINDOWS WITH THE �a 8"X8"X3/8" CAP MIN. 4'-0" BELOW GRADE W ,n= c) w w Z z NEW SILL BEING 8" ABOVE Y a w AND BASE PLATES �`_i `to ' 'bo V x t( THE NEW ROOF SYSTEM I p i ' `.�';,, cv (ANCHOR BASE PLATE 8' CONCRETE WALL WITH I �i I I 3 - '- l (� ¢ � ": S LL XISTIN TO EXISTING FOUNDATION •: #5 DOWELS AT 40' O.C. �� ! ! o REMOVE EXISTING WINDOWS C, O }. I OF G WINDOW I F —T AND CAP FOR ON. REMOVE --------------- " Ox26)TE C 0 CM(; WALL. I i - --- ! Z WALL BELOW fiIAND BETWEEN © Q T - � ATION _ I � i t s U UJIw � -._�� _- s { WAL EXISTING ANDF FOOL,NG VERIFY --- ' p WINDOW OPENINGS. SEE C] , 8'-1' O SOFFIT I T.__ - - I I 2K LOW AND 12K5 HIGH - — - t_-- _.--- - --� T; ` ! i -- -- , I' FRAMING PLAN FOR NEW ,�'� I REMOVE �J O U _Z ' I I - W10X33 BEAM-- — I UNTEL AND COLUMNS. EXISTING ---I _j l"' 5'-0"x 16" FOOTING I I 1/4"/�T. MIN i O 'T y x I I STORAGE' �' 6'-3"t O HEAD T ✓ ~ %G� l I WI11- 4 5' -' q Cn C _- i M o s x 4'-6"- I I I J w h- �` "n CV I AND (6)#5's x 1'-6" f v F ! I �' Li � (L MATCH EXISTING HEAD HEIGHTS I I A' i � ! t o I E o I � z W c> � I L - - - a g M t I(— 2-4"X3 1/2"X3/8" Al 3 3 - Al I of �i c� W _ , I I I T WITH. 6" - 1 2"0 CONCRETE PIER ( 2 1 I I f - {!; tX1S:!NG WINDOW .0 REMAIN 1 ANGLES WI 2 jj W6Xt5 COLJMN -* ( '�� ) BEARING AND 4'-D" ! WITH (4)#6 DOWELS FROM EXISTING LAUNDRY (� O MAXIMUM SPAN /� Y 1 ! FOOTING W/ #3's AT 12" a A I I A \ IU I --/ a io 8"x8"x5/8" BASEPLgTE W Al , I� Al a O \ / 4 , FT 1/8"/FT. CL 3 1' 6"t O SILL ! I J \ (2) 3/4"0 ANCHOR BOLTS I I -� 4 - O MATCH EXISTING SILL HEIGHTS , j I o Caa jw I MIN MIN. ! Z DISCONNECT, REMOVE - I j ! I I p I� 3 1/2" DIA STEEL I I --� 13 AND RELOCATE EXISTING I ;� �_ o cn r1 PIPE COLUMN WITH 5" CONCRETE SLAB WITH + i O'-O' O FINISH FLOOR _ _ _ _ _ _ _ cv I I 1" EXPANSION JOINT �. I GAS METER & GAS PIPING, r x 8"x8"X3/8" CAP 6x6 t 4x1.4 W.W.F., OVER I I I O 6 MIL POLY VAPOR BARRIER I TELEPHONE & WATER LINES U_j _� AND BASE. PLATES I I ! I !I 8"x8'x5 8` BASEPLATE W -- + n ON 6" COMPACTED GRAVEL - -� ' Q I'^Q IN COORDINATION WITH THE (2) .3/4"0 .ANCHOR BOLTS I I ! N a TO EXOR` BASE O UNDAEION " i I I ! O FLATLEY COMPANY AND CAF PLATE TC t/2 PRE-MOLDED T f A '7112"0 CONCRETE PIER f V ✓ NEW 'W10x26) JOINT FILLER, TYP. - �► _ �' f ! ► A 1 I ' ' 'I WITH (4)#6 DOWELS FROM I 1 \ 1 FOOTING W 3's AT 12" 2'-0"x4'-O"x12" FOOTING L_-_-- / _ --rl J WITH (4) 5's x 3'-6' I FIBERGLASS I z 2 f- Q) p ----- - -- 2'-6"x5'-0"x 6" FOOTING-- _ t __ _-_ .- -- � AND (4)�5's x 1'-6" --� SHINGLES WITH (4) 5's x 4'-6' -r �'--�- �►- I I I AND (6) 5's x 1'- 6" 1 -_-=_=- ==- I, _ Il/ METAL L \� I FLASHING - - __._ L_ T _ (2) 0"x7'0" INSULATED A` SF - - - - DRILL EXISTING FOUNDATION WALL - - -- - -- ---- - -- - GALVANIZED z E" c 0 +; CTiON / SCrIEML _A'y- _ _ AND INSTALL GAL ZED STEEL DOORS 2-4"X3 ./2"X3/8" % ( AL #5 DOWELS AT '2 i PROFILE OF ROOF- L;/r, Cl SCALE ` i I AND FRAME, BLDG. STANDARD a� , A , SCALE 1 4" = 1' 0" ANGLES WITH 6' ON CENTER WITH 12" EXTENDING / LINE OF BUILDING BELOW ABOVE / / W/BLDG. STANDARD HARDWARE W o FEARING INTO NEW WALL. FULLY GROUT. -' I �___- h_- t R - ( HINTED) ►-7 p° zv �- 6"X8"X3/8" BEARING P T� + (TYPICAL TWG PLACES) ! F REMOVE EXISTING *-- M O. I c. CE DOUBLE ANGLES TOM ! I A 1 TOP CHORD OF JOIST C VER _ , oRnpOcFr� AL.p;T!��N o i I FRAMING N G PLAN EXISTING MOTOR LODGE a ,y --I -- FOUNDATION PLAN ROOF PLAN FLOOR PLAN - SC /8' - 0" SCALE. 1/8' - 1'-0" SCALE I/8" 4x3-1/2x3/8 CONT. .ANGLE it -- EXISTING WALL & ROOF STRUCTURE WELDED TO STUDSJIM — I) M REMOVE EXISTING WINDOWS " # --_-----_-_ , III REMOVE EXISTING WINDOW --- HV , MECHANICAL, ELECTRICAL AN PLUMBING AND REPLACE W NEW r NOTE. AC E AL. E AL D 12'-3" O T.O.M. (HIGH) --_-_-_>-- -- - - __.._-_ ___-_____ _ _.__._______ _ ________.__ _ - II AND INFILL CONSTRUCTION TO BE COORDINATED AND INSTALLED BY OWNER. BUILDING STANDARD WINDOWS. k , TO MATCH EXISTING -___-__ —__ NEW WINDOW SILL TO BE a '7 '' MIN MUM VE �SURIFACE.81NFiBLO WINDOWF BEARING WALL OF Al I — --------- OPENING AS REQUIRED WITH - -.-- 4" METAL STUDS r X ( !4 GA` AT 161 " RE UVE EXISTING BUILDING STANDARD /`� EMOVE EXISTING CONSTRUCTION T MP.TCH w WINDOW THRU-WALL UNITS ---- ADJACENT SURFACES. 8'-1" O SOFFIT r — ON THIS WALL W 1 OX33 BEAM- �� —�— --- _----- ----- 6'-3"t O HEAD 12'--7 1/2" O HIGH ROOF II ! I NEW W10x LINTEL AT t _-_- _ 12'-7 1/2" O HIGH ROOF MATCH EXISTING HEAD HEIGHTS --- ' ` OPENING IN EXISTING � _ if I� - _ _ II. WALL. SEE FRAMING ( 9' 11 1/2" O OW ROOF 1�ll � ------ � /2" O LOW ROOF _ I . 7'-9" O SOFFIT �° _ r -` - - -._' 7 _ 9" O SOFFIT 3/8" PRE-MOLDED JOINT - II 5' REINFORCED CONCRETE SLAB w " 1'-6 f O SILL / 6x6 1.4x1.4 WWF, STEEL TROWEL j- MATCH EXISTING SILL. HEIGHTS FINISH. PITCH TO FLOOR DRAINS. - 1, 0'-0" O FINISH FLOOR _ /` -. I O. 0„ * FINISH. FLOOR - -- -- - -- - - - -- -- - -------- GRACE- -- - ---- -- ---- - - --- - - - - GRADE --GRADE I C' 0` O FINISH FLOOR I � 6 MIL POLY VAPOR BARRIER I j COMPACTEDGRAVEL -- ---- - t---- ---- -------------- ------- - ----- ------- ---------- L------ - --- ---- --- - --- -- - -•--- - --- ---- ------- i RIGID INSULATION L I J A 1 A 1 EXISTING BUILDING -_ I PROPOSED ADDITION -� - PROPOSED ADDITION EXISTING BUILDING I PROPOSED ADDITION ELEVATION -- 3 ELEVATION j 1 BUILDING SECTION EI.EVATION Al SCALE: 1/8" = 1'-0" Al SCALE: 1/8" = 1'-0" Al SCALE: 1/4" = 1'-Cr \ SCALE. 115' = 1'-0" I z I 0 f N g EXISTING BRICK VENEER WALL. RAKE OUT- MORTAR - OIN T FOR INSTALLATION OF 7 COUNTER FLASHING. CARLISLE BALLASTED MEMBRANE a 21 SEALANT c ROOFING SYSTEM ---� 4-2X6 PT BLOCKING ! 1 U' CANTILEVER TOP CHORD GALVANIZED METAL COUNTER FLASHING- ' STEEL ANGLES IN PAIR. i At _ AT of OF TRUSSES TO MATCH TOP CHORD OF , `� T 4'--0 O C. o 3" POLY SOCYONIRATE 5 PS, — \ Z i p CONTINUOUS CLEAT FASTENED AT 12" O.0 -_ TRUSSES, AT 3'-G"__�C - 'NSULATION - -- GALVANIZED METAL GRAVEL STOP o o' CARLISLE ADHEREDCL MEMBRANE ROOFING BONDiNG ADHESIVE CrNT NUOUS CLEAT METAL FLASHING BELOW OW I p ROOFING MEMBRANE AND -TAPERED INSULATION 4 z 3' POLYISOCYON IRATE 25 PSI a D N. ABOVE SHINGLES --- ROOFING MEMBRANE - BOTTOM OF m i J, Y TOP OF JOIST ` 1 Z cv ; ---- --- -- - --- 3/4" FRS PLYWOOD �� \ _ _ INSULATION CONTINUOUS EXPANSION JOINT COVER FLASHING W ' U, v , (2)2x6 P.T. NAILERS L O! �-5/8" GYPSUM CANT STRIP - Z 3 w t w 5/8" GYPSUM BOARD - _ - (/1 Q F— Q O LL TURN DIRECTION OF METAL ----------CARLISLE ADHERED MEMBRANE 2x4 -IRE RETARDANT PRESSURE _.__ _ - BOARD W Q v I -- •Q TREATED WOOD FRAMING T'YP. i _ V) 0 y� L DECKING 90 DEGREES ; -1/2" 2C GAUGE �� AT 16" 0 C -- 1 1/2--20 GAUGE GALVANIZED z+ / _ __ (2)2x6 P.T BLOCKING I METAL DECK �' ; GALVANIZED METAL DECK - ! D MECHANICALLY ADHERED EPDM ROOFING MEMBRANE - - I FASTEN BOAR BIRD ARCHITECT 90 SHINGL.ES r i ;- A - -- - 12K5 O 3'-CY O.C. I y I 300 FELT- I - R-30 RIGID INSULATION 12K5 O 3'-0 O.C. l BALLAST CANT STRIP � �.__ I 3/4" FRS PLYWOOD METAL DRIP EDGE ---� -- - 4"x8"x3/8" BEARING PLATE WITH i a — --- — _ ._ / a o � I � x. 1/2"0 x 1 6" ANCHOR, TYP,GAL - - _ -----_-- ---'�- �' CARLISLE BALLASTED MEMBRANE 1 x6 FASCIA BOARD -1- - AT EACH JOIST f ROOF / 1 I 4" METAL. STUDS AT 1 f� 0/C—� �/ ROOFING SYSTEM 1/2" EXT. GRADE PLYWOOD SOFFIT -��' - I " _ - 1 EXPANSION JOINT / ' I CONT REINF BOND BEAM 1 I' R -13 FOIL FACE F.G. BATTS INSULATION 3" MIDGET LOUVERS AT 36" 0/C �' WITH CONCRETE FILL SOLID POLYISOCYONIRATE 25 PSI _ .-- --- ---- JL D _� ' RECESSED DOWNLIGHTS AT 6"-0" 0 C ` i i' I, I / j � ��``� '`��� �- / / ,I I 5/8 " GYPSUM BOARD 5 8" TYPE 'X' GYPSUM BOARD, j -----8" C.M.U. BLOCK: W/ ~ Q CANTILEVER ANGLES OVER I TAPED, COMPOUNDED AND - .{ 3/4" 1/4 ROUND - J #5 O 40" IN CONCRETE FILLED 1--1/2" 20 GAUGE EXTERIOR WALL TC CARRY PAINTED I I EXPANSION JOINT FILLER C� 1-- --. ROOF AND MANSARD - 1 X3 RED CEDAR TRIM BOARD CELLS AND KOR-FIL HI DENSITY GALVANIZED ROOF DECK I j ' ---- - - -- -- INSULATION ALL CELLS. INTERIOR ! EE DETAIL A- ': FOR Ili TOP OF JOIST ! / f RED CEDAR PREFINISHED CLAFBOARUS-- FACE PAINTED. 12K5 JOIST---- �" REMAINDER ;fir NOTES !� I i � -- (2)2x6 P.T. NAILERS 4" TO THE WEATHER W10X33 BEAM 5/8 GYPSUM BOAR4 D ` I I 12K5 O 3'-0" O.0 -;' crf PLYWOOD ERIOR GRADE w6x15 COLUMN I EXISTING STUD WALL Q Q 1 1/2"-20 GAUGE GALVANIZED , Z W }- METAL DECK IL 1 X3 WOOD STRAPPING _ I � a'iaw1�# % r DE'&i, / CANTILEVERED FRAMING ' DETAIL / VERTICAL ROOF HEIGHT TRANSITION ^ DETAIL / MANSARD AND SOFFIT p DETA►L / ROOF O EXISTING WALL �-- a T' SCALE: 1" 1'-O" Al SCALE: 3/4" SCALE: 1-1/2" 1'-0" \ Al SCALE. 3/4" = 1'-0" ,�; 3 A 1 C:\D\FLAT\9355A1 �r N O O O QI N 00 I O ao C T NERAL� DEMOLITION NOTES, GENERAL STRUCTURAL NOTES: r, Q 1 to . GENERAL CONDITIONS: THE GENERAL. CONDITIONS FOR THIS CONTRACT SHALL BE AIA 1, REMOVE EXISTING STUD AND GYPSUM BOARD PARTITIONS. PATCH AND REPAIR FLOOR, WALLS AND w � DOCUMENT A201 1987 EDITION) EXCEPT AS HEREIN AMENDED. CEILING DISTURBED DUE TO NEW CONSTRUCTION AND PREPARE TO RECEIVE NEW FINISH. 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANY z w 4 2 SCOPE' WORK TO INCLUDE DEMOLITION AND CONSTRUCTION AS INDICATED ON THE DRAWINGS 2. REMOVE EXISTING DOORS AND FRAMES. DISCREPANCY TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 1: a Z � AND SPECIFIED HEREIN. EACH CONTRACTOR TO FURNISH ALL LABOR AND MATERIALS 3. REMOVE EXISTING CEILING, STRAPPING, BULKHEADS, LIGHT FIXTURES, EMERGENCY LIGHTS, SPRINKLER 2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT AND RECEIVE H!S APPROVAL w z NECESSARY FOR A COMPLETE INSTALLATION. EACH CONTRACTOR SHALL RESPECT THE WORK HEADS AND SUSPENDED CEILING SYSTEM IN THEIR ENTIRETY. (EXISTING LIGHT FIXTURES TO BE BEFORE FABRICATION OF THE MATERIAL. c� W OF OTHER CONTRACTORS AND ARE RESPONSIBLE FOR AND LIABLE TO REPAIR OR REPLACE REMOVED AND STORED FOR REUSE AS DIRECTED BY THE FLATLEY COMPANY REPRESENTATIVE). 3. ALL WORK SHALL COMPLY WITH THE STATE AND LOCAL BUILDING CODE. ~ m Z ANY DAMAGE CAUSED BY THEIR WORK. 4. REMOVE EXISTING HEATING, VENTILATION AND AIR CONDITIONING DUCTWORK, REGISTERS, FRAMES AND 4. DESIGN LIVE LOADS: 0 Ld U 3 CODES ALL WORK SHALL BE PERFORMED IN STRICT COMPUANCE WITH LOCAL AND STATE PLUMBING AS REQUIRED FOR THE RENOVATION OF THIS SPACE, COORDINATE WITH OWNER FOR ROOF 40# PER SQUARE FOOT CODES AND REGULATIONS HAVING JURISDICTION THE CONTRACTOR SHALL PROTECT .AND EXTENT OF DEMOLITION. 5. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, HEATING AND Z U INDEMNIFY THE OWNER AND ARCHITECT AGAINST ANY CLAIM OR LIABILITY ARISING FROM ANY 5, REMOVE EXISTING FINISH MATERIAL TO EXISTING GYPSUM BOARD & PREPARE TO RECEIVE NEW FINISH, VENTILATING, PLUMBING, ELECTRICAL, MECHANICAL DRAWINGS, AND THESE DRAWINGS SHALL BE Z SUCH CODE OR REGULATION 6. ALL EXISTING FURNITURE AND EQUIPMENT ARE THE PROPERTY OF THE FLATLEY COMPANY. GENERAL REFERRED TO FOR SIZE AND LOCATION OF OPENINGS, VENTS, PIPES, INSERTS, BOXES, AND HANGERS, Q. 4. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS, INSPECTIONS AND CONTRACTOR TO COORDINATE THEIR REMOVAL AND DISPOSITION WITH THE FLATLEY COMPANY ETC APPROVALS, REPRESENTATIVE. 6. ALL SECTIONS, DETAILS, MATERIALS, METHODS, ETC., SHOWN AND/OR NOTED ON ANY PLAN OR SECTION Z °� 0 5. QUALITY: WORKMANSHIP SHALL BE OF THE HIGHEST TYPE, AND MATERIALS USED OR ? EXISTING STEEL COLUMNS TO REMAIN. SHALL APPLY TO ALL OTHER SIMILAR LOCATIONS UNLESS OTHERWISE NOTED.. Q SPECIFIED OF THE BEST QUALITY THAT THE MARKET AFFORDS. ALL INSTALLATIONS AND 8. REMOVE EXISTING ELECTRICAL HOME RUNS, CONDUIT AND MODIFY PANELS AS REQUIRED. 7. SOIL BEARING CAPACITY SHALL BE VERIFIED BY THE OWNER; FOUNDATION AND FOOTING DESIGN SHALL z N APPLICATIONS SHALL CONFORM TO THE MANUFACTURER'S SPECIFICATIONS. 9. THE GENERAL CONTRACTOR SHALL SAFELY SHORE, BRACE, OR SUPPORT ALL WORK AS REQUIRED. BE MODIFIED BY A REGISTERED ENGINEER AS REQUIRED BY LOCAL CONDITIONS. VERIFY SOILS PRIOR 6. COORDINLAJ ATION OF THE WORK: THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK THIS WORK SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND NO ACT, DIRECTION OR TO INSTALLATION OF FOUNDATION WALLS, FOOTINGS, OR UNDERPINNING. 5 J OF ALL THE SUBCONTRACTORS AND MECHANICAL TRADES WHETHER THEY RECEIVE THEIR REVIEW OF ANY SYSTEM OR METHOD BY THE ARCHITECT SHALL RELIEVE THE CONTRACTOR OF HIS 8• THE GENERAL CONTRACTOR SHALL SHORE, BRACE, SUPPORT AND/OR UNDERPIN EXISTING WORK AS O cc (L Q CONTRACT FROM THE CONTRACTOR OR THE OWNER THE CONTRACTOR'S INSTRUCTIONS SHALL RESPONSIBILITY. REQUIRED TO SAFELY INSTALL NEW WORK. THIS WORK SHALL BE THE FULL RESPONSIBILITY OF THE n¢ Q BE FOLLOWED BY ALL TRADES. 10, REMOVE EXISTING CHAIRS. TABLES, COUNTERS, SHELVES AND PARTITIONS. SEE NOTE #6. CONTRACTOR AND NO ACT, DIRECTION, OR REVIEW OF ANY SYSTEM OR METHOD BY THE ARCHITECT 7 MECHANICAL TRADES: THE MECHANICAL AND ELECTRICAL TRADES SHALL INSTALL THEIR WORK 11. REMOVE EXISTING FLOORING MATERIAL INCLUDING ALL CARPET AND PADS. SEE NOTE #6. SHALL RELIEVE THE CONTRACTOR OF THIS RESPONSIBILITY, c� AS RAPIDLY AS THE OTHER WORK PERMITS AND SHALL COMPLETE THIS WORK BY THE TIME 12. REMOVE EXISTING TELEPHONE AND EXISTING WIRING. COORDINATE WITH LOCAL TELEPHONE COMPANY 9. ALL WORK IS NEW UNLESS OTHERWISE NOTED. }- Q THE OTHER TRADES HAVE FINISHED. AND THE FLATLEY COMPANY REPRESENTATIVE. INSTALL NEW TELEPHONE SYSTEM, COORDINATE. WITH �l.) o z 8. EXAMINATION OF THE SITE AND DOCUMENTS THE CONTRACTOR, BEFORE SUBMITTING HIS THE FLATLEY COMPANY REPRESENTATIVE. COMPACTED FILL: J PROPOSAL, SHALL VISIT THE SITE AND EXAMINE FOR HIMSELF ALL CONDITIONS AND = � Q LIMITATIONS WHICH EFFECT THE CONTRACT. THE CONTRACTOR SHALL CAREFULLY EXAMINE i FOOTINGS TO REST ON FIRM UNDISTURBED SOIL OR COMPACTED FILL - 95% OF MAXIMUM DRY DENSRY w Q ALL CONTRACT DOCUMENTS. TITLES AND SUBDIVISIONS IN THESE DOCUMENTS ARE FOR ASBESTOS ABATEMENT _ REMOVAL; (THIS ALSO INCLUDES SLABS ON GRADE). � �"" U CONVENIENCE, AND NO REAL OR ALLEGED ERRORS IN ARRANGEMENT OF MATTER SHALL BE ALL SOFT OR UNSTABLE AREAS SHALL BE REMOVED AND REPLACED WITH COMPACTED FILL. L" Z W W REASON FOR OMISSION OR DUPLICATION BY ANY CONTRACTOR. THE ARCHITECT HEREBY STATES, AND THE CONTRACTOR AND THE OWNER ACKNOWLEDGES, THAT 3. SINK THROATS, IF ANY, SHALL BE CLEANED OUT AND SEALED WITH LEAN CONCRETE. 9. SEPARATE CONTRACTS: THE OWNER RESERVES THE RIGHT TO LET OTHER CONTRACTS IN THE ARCHITECT HAS NO PROFESSIONAL LIABILITY OR OTHER INSURANCE, AND IS UNABLE TO 4 ALL GRADING, FILL, ETC. SHALL BE PERFORMED WITH THE DIRECT FULL TIME SUPERVISION OF A W _j zi CONNECTION WITH THE WORK. THE GENERAL CONTRACTOR SHALL AFFORD OTHER CONTRACTORS REASONABLY OBTAIN SUCH INSURANCE FOR CLAIMS ARISING OUT OF THE PERFORMANCE OF OR SOILS ENGINEER. �Q[ REASONABLE OPPORTUNITY FOR THE EXECUTION OF THEIR WORK AND SHALL PROPERLY FAILURE TO PERFORM PROFESSIONAL SERVICES, INCLUDING BUT NOT LIMITED TO PREPARATION OF = O CONNECT AND COORDINATE HIS WORK WITH THEIRS. REPORTS, DESIGNS, DRAWINGS AND SPECIFICATIONS, RELATED TO THE INVESTIGATION, DETECTION, 5. PROVIDE 6 MIL POLY FILM VAPOR BARRIER UNDER ALL SLABS ON GRADE. �--- u, U 10, GUARANTEE: ALL MATERIALS AND 'WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ABATEMENT, REPLACEMENT OR REMOVAL OF PRODUCTS, MATERIALS OR PROCESSES CONTAJNING ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE UNLESS SPECIFIED OTHERWISE FOR A ASBESTOS. ACCORDINGLY THE CONTRACTOR AND THE OWNER HEREBY AGREES TO BRING NO CLAIM FOUNDATION: LONGER PERIOD OF TIME ON CERTAIN ITEMS, FOR NEGLIGENCE, BREACH OF CONTRACT, INDEMNITY OR OTHERWISE AGAINST THE ARCHITECTS, HIS 11 TRASH REMOVAL: PRIOR TO STARTING WORK, THE GENERAL CONTRACTOR SHALL PROVIDE A PRINCIPALS, EMPLOYEES, AGENT'S AND/OR CONSULTANTS IF SUCH CLAIM IN ANY WAY WOULD 1 FOUNDATION SHALL BE CARRIED ON FIRM UNDISTURBED MATERIAL CAPABLE OF SUSTAINING A BEARING CONSTRUCTION DUMPSTER AND PICKUP SERVICE FOR ALL CONSTRUCTION DEBRIS (DUMPSTER INVOLVE THE ARCHITECT'S SERVICES FOR THE. INVESTIGATION OF OR REMEDIAL WORK RELATED TO PRESSURE OF 4,000 LBS PER SQUARE FOOT. SEE GENERAL NOTES #7. LOCATION TO BE COORDINATED WITH THE OWNER), AT THE END) OF EACH DAY, THE GENERAL ASBESTOS IN THE PROJECT. 2. FOOTINGS SHALL NOT BEAR ON FROZEN SOIL AND FOOTING BEARING STRATA SHALL NOT BE LESS THAN CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE AND OR WITHIN THE THE CONTRACTOR FURTHER ACKNOWLEDGES AND AGREES TO DEFEND, INDEMNIFY AND HOLD THE 4'-0" MINIMUM BELOW ADJACENT FINISH GRADE BUILDING, IF TRASH AND DEBRIS ARE NOT REMOVED, THE OWNER MAY (AT HIS OPTION) THE OWNER AND HIS ARCHITECT AND HIS PRINCIPALS, EMPLOYEES, AGENTS AND CONSULTANTS 3. BACKFILL SHALL BE PLACED TO EQUAL ELEVATIONS ON BOTH SIDES OF FOUNDATION WALLS OR FLOOR PAY FOR ITS REMOVAL AND BACK CHARGE THE CONTRACTOR HARMLESS FROM ANY SUCH ASBESTOS-RELATED CLAIMS THAT MAY BE BROUGHT BY THIRD PARTIES CONSTRUCTION MUST BE IN PLACE PRIOR TO BACKFILLING, 12. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONCITIONS AT THE SITE AND REPORT AS A RESULT OF THE SERVICES PROVIDED BY THE ARCHITECT PURSUANT TO THE OWNER-ARCHITECT ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. AGREEMENT. IF DURING THE CONSTRUCTION OF THIS PROJECT, WORK INVOLVING FRIABLE ASBESTOS CONCRETE. 13. HEATING, VENTILATION, PLUMBING, AIR CONDITIONING AND ELECTRICAL ARE PART OF THIS IS SUSPECTED OR ENCOUNTERED, THE OWNER OR THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED CONTRACT. THE CONTRACTOR SHALL COORDINATE THE LOCATION AND SIZE OF OPENINGS FOR IMMEDIATELY AND THE CONTRACTOR WITH HIS OWN FORCES, OR BY SEPARATE CONTRACT SHALL BE 1 ALL CONCRETE SHALL HAVE A ULTIMATE STRENGTH OF AT LEAST 3000 LEIS PER SQUARE INCH AT 28 DAYS. VENTS, PIPES, DUCTS, INSERTS BOXES, HANGERS ETC.. H.V.A.C. IS BY THE OWNER, RESPONSIBLE FOR COMPLETE INVESTIGATION, REMOVAL AND DISPOSITION OF THE FRIABLE ASBESTOS COORDINATE THIS WORK WITH THE FLATLEY COMPANY REPRESENTATIVE. HAZARD IN ACCORDANCE WITH APPLICABLE LAWS AND REGULATIONS. 2. REINFORCING STEEL SHALL COMPLY WITH THE REQUIREMENTS OF ASTM-A15 INTERMEDIATE GRADE BILLET 14. ALL SECTIONS, DETAILS, MATERIALS, METHODS, ETC. SHOWN AND/OR NOTED ON ANY PLAN OR STEEL ASTM-A185 FOR WIRE MESH. BARS SHALL BE DEFORMED TO ASTM-A305. SECTION SHALL APPLY TO ALL OTHER SIMILAR LOCATIONS UNLESS OTHERWISE NOTED. 3. STEEL REINFORCEMENT FABRICATION SHALL COMPLY WITH "MANUAL OF STANDARD PRACTICE FOR 15. THE GENERAL CONTRACTOR SHALL SAFELY SHORE, BRACE, OR SUPPORT ALL WORK AS ELECTRICAL NOTES. DETAILING REINFORCED CONCRETE STRUCTURES", LATEST REVISION AS ADOPTED BY THE AMERICAN w y, � REQUIRED. THIS WORK SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND NO ACT, CONCRETE INSTITUTE. �j DIRECTION, OR REVIEW OF ANY SYSTEM OR METHOD BY THE ARCHITECT SHALL RELIEVE THE 4. CONCRETE COVER: FOOTINGS AND WALLS - BOTTOM 3", SIDES 2" MINIMUM FOR STEEL REINFORCING. Zi CONTRACTOR OF THIS REPONSIBIUTY. 1. ALL WORK SHALL BE PERFORMRD BY LICENSED ELECTRICIANS AND SHALL COMPLY WITH THE 5. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE AMERICAN CONCRETE x E• 16. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW NOR INDICATE ANY OR ALL FASTENING MASSACHUSETTS ELECTRIC CODE, N.F.P.A. AND ALL APPLICABLE LOCAL CODES AND ORDINANCES. INSTITUTE, v y Q OR FRAMING TECHNIQUES/DEVICES, NOR BE ABLE TO SHOW ALL CONDITIONS PRESENT. 2, THIS CONTRACTOR SHALL VISIT THE SITE TO VERIFY ALL EXISTING ELECTRICAL CONDITIONS, 6. NO OPENINGS SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE WRITTEN APPROVAL OF THE pry o 17 IT IS THE OWNERS RESPONSIBILITY TO SELECT ALL FINISHES: IE; PAINT/STAIN, VINYL WALL CONFIRM EXISTING WIRING METHODS, QUALITY AND TYPE OF DEVICES, COVER PLATES, FIXTURES, ETC.. STRUCTURAL ENGINEER OR THE ARCHITECT. ;is COVERING, FLOOR MATERIAL, CEILING MATERIAL, MOLDINGS AND ELECTRICAL RECEPTACLES, ETC.. CONFIRM LOCATIONS OF NEAREST BRANCH CONDUIT PANELBOARDS. PROVIDE 2-#5 BARS, TOP, BOTTOM, SIDES AND DIAGONALLY AT CORNERS OF ALL OPENINGS IN CONCRETE p" p" jp , IT ISWIRING FOR EXISTING DEVICES AND FIXTURES TO BE REMOVED AND SHALL BE DISCONNECTED BACK EXCEPT AS OTHERWISE NOTED. SUCH BARS SHALL EXTEND 2'-6" BEYOND OPENINGS IN ALL DIRECTIONS. SELECTS THEM. THE CONTRACTORS RESPONSIBILITY TO PURCHASE AND INSTALL ALL !TENS pS THE OWNER TO NEAREST REMAINING DEVICE. ALL ABANDONED WIRING SHALL BE REMOVED, CONDUITS MAY REMAIN. B. ALL REINFORCING TO BE SUPPORTED IN FORMS, SPACED WITH NECESSARY ACCESSORIES AND SECURELY S CONTRACTOR SHALL REEFED ANY EXISTING DEVICES TO REMAIN WHICH MAY HAVE BEEN WIRED TOGETHER IN ACCORDANCE WITH CRS! RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS. w o CONTINUANCE aq n 18 ALL WALLS AND CEILINGS TO BE 5/8" OR 1/2" GYPSUM BOARD, TYPE "X". FINISH/TEXTURE L BE LEFT IN A SAFE, OPERATING CONDITION. 9. ALL REINFORCING SHALL BE LAPPED 40 BAR DIAMETERS (1'-O" MIN) EXCEPT AS OTHERWISE NOTED. TO BE SELECTED BY OWNER. INADVERTANTLY DISCONNECTED. ALL WIRING SYSTEMS SHALL 4. PROVIDE EMERGENCY LIGHTING AND EXIT SIGNS COMPLYIN" WITH LIFE SAFETY COCONTINUANCE OF BUSINESS: THE GENERAL CONTRACTOR SHALL MAKE PROVISIONS FOR CLOSING S PROVIDE BRANCH WIRING TO ALL NEW DEVICES AND LIGHT FIXTURES INDICATED ON PANS. DO NOT +J '� OFF CONSTRUCTION AREAS FROM BUSINESS AREAS, KEEPING ALL UTILITIES IN OPERATION. STRUCTURAL STEEL, BAR JOISTS, AND METAL ROOF DECK: 20. TOS RAGE: THE CONTRACTOR SHALL PROVIDE ON SITE WEATHER PROTECTED STORACE SPACE. CONNECT RECEPTACLES AND LIGHT FIXTURES ON COMMON CIRCUITS. PROVIDE HOMERUNS TO NEAREST N STRUCTURAL STEEL TO CONFORM TO THE REQUIREMENTS OF THE AISC. MATERIAL SHALL CONFORM TO U s MR !E; TRAILER. STORAGE OF CONSTRUCTION MATERIALS IN THE EXISTING BUILDING WILL NOT BE PANELBOARDS SIZED TO SUPPORT ALL NEW LOAD REQUIREMENTS. 1 oN PERMITTED. 6. ALL NEW WIRING SHALL MATCH EXISTING BRANCH WIRING CONDITIONS, IE; CONDUIT & WIRE, "NO" ASTM SPECIFICATIONS A36. 21. PROTECTION; THE CONTRACTOR SHALL CLOSE UP AND SEAL OFF (DUST FREE) ALL AREAS CABLE, OTHER. PROVIDE GROUND WIRE WITH ALL BRANCH CIRCUITS MINIMUM. 2. WELDING SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICAN WELDING SOCIETY. NOT INVOLVED IN CONSTRUCTION, AND SHALL PROTECT ALL PUBLIC AND ADJACENT AREAS 7, ALL DEVICES SHALL BE PROVIDED WITH BACKBOXES, COVERPLATES AND BRANCH WIRING FOR A 3. CONNECTIONS SHALL BE RISC STANDARD UNLESS OTHERWISE NOTED. SHOP CONNECTIONS WELDED; .- FROM DAMAGE, COMPLETE SYSTEM. FIELD CONNECTIONS 3/4" REGULAR BOLTS. 22. T MP RARY SERVICES: THE CONTRACTOR WILL PAY FOR EXISTING SERVICES (WATER, TELEPHONE 4. PROVIDE TEMPORARY BRACING TO HOLD STEEL IN PLACE DURING ERECTfON, AND ELECTRICITY) AND WILL TURN OVER THESE SERVICES TO THE OWNER UPON FINAL 5. SHOP PAINT STEEL, NOT ENCASED IN CONCRETE, WITH GREY OXIDE PRIMER. ACCEPTANCE OF THIS PROJECT (COORDINATE WITH A FLATLEY COMPANY REPRESENTATIVE). 6. STEEL ENCASED IN EXTERIOR MASONRY WALLS TO BE COATED WITH BITUMIN. 23. THE CONTRACTOR SHALL VERIFY LOCATION AND ACTUAL DEPTH OF ALL EXISTING SANITARY 7. STEEL ANGLE LINTELS IN PAIRS SHALL BE PLUG WELDED OR BOLTED TOGETHER AT 2'-C" ON CENTER, PIPING, STORM DRAINS, GAS AND WATER MAINS, ELECTRIC LINES AND PIPES HE IS ALSO PROVIDE 6" BEARING AT EACH END UNLESS OTHERWISE NOTED. ADVISED TO VERIFY ACTUAL INVERTS OF SANITARY AND STORM LINES BY HAND DUG TEST PITS 8. PROVIDE STEEL ANGLE LINTELS OVER ALL INTERIOR AND EXTERIOR OPENINGS IN MASONRY WALLS, AS , WELL IN ADVANCE OF TRENCHING AND CONSTRUCTION ANY DISCREPANCY IN THIS PLAN AND FOLLOWS: ONE ANGLE FOR EACH 4 INCHES OF WALL THICKNESS UNLESS OTHERWISE NOTED. ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE ARCHITECT. ALL NECESSARY PERMITS AND APPROVALS MUST BE OBTAINED FROM PROPER AUTHORITIES. L - 4 BY 3 1/2 BY 5/16 FOR SPANS LESS THAN 5 FEET 24. ARCHITECTURAL MECHANICAL ELECTRICAL & SPRINKLER EACH CONTRACTOR SHALL SUBMIT L - 5 BY 3 1/2 BY 5/16 FOR SPANS 5 FEET TO 7 FEET SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION L - 6 BY 3/ 1/2 BY 3/8 FOR SPANS 7 FEET TO 9 FEET 25. ALL WORK +S NEW UNLESS OTHERWISE NOTED. 9. STEEI_ JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE 26. DAMAGE: THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING BUILDING, RECOMMENDATIONS OF THE STEEL JOIST INSTITUTE. MATERIAL SHALL CONFORM TO ASTM-A36. WALLS, CEILINGS, FLOORS, FURNITURE AND FURNISHINGS. DAMAGED SURFACES DUE TO FABRICATOR SHALL BE AN INSTITUTE MEMBER. PROVIDE CEILING EXTENSIONS. CONSTRUCTION TO BE PATCHED, REPAIRED AND/OR REPLACED AS REQUIRED AND BLEND TO 10 METAL. ROOF DECK SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE MATCH EXISTING ADJACENT SURFACES AT NO ADDITIONAL COST TO OWNER. RECOMMENDATIONS OF THE METAL ROOF DECK TECHINICAL INSTITUTE. WELD DECK TO SUPPORTS AT 27. THE GENERAL CONTRACTOR SHALL PREPARE A BOOKLET CONTAING 12" ON CENTER. A. LIST OF SUBCONTRACTORS USED ON THIS JOB WITH NAMES, ADDRESSES AND TELEPHONE NUMBERS. 11. BRIDGING SHALL BE SIZED AND SPACED IN ACCORDANCE WITH S.J.I. SPECIFICATIONS UNLESS OTHERWISE B. ALL WARRANTEES AND INSTRUCTION MANUALS FOR EQUIPMENT AND MATERIALS NOTED. INSTALLED, WILL BE ISSUED TO THE OWNER PRIOR TO ACCEPTANCE OF BUILDING 12. STEEL JOISTS BRIDGING SHALL BE PLACED AND JOIST ENDS FIXED PRIOR TO THE APPLICATION OF ANY LOADS. AND PRESENT BOOKLET TO OWNER PRIOR TO FINAL ACCEPTANCE OF OWNER. 13 ALL ROOF JOISTS BEARING ON MASONRY SHALL BE ANCHORED TO THE MASONRY WITH AN S.J.I. 28. DEMOLITION: A. WORK SHALL INCLUDE, BUT NOT NECESSARILY BE LIMITED TO THE FOLLOWING APPROVED JOIST ANCHOR OR AS NOTED ON THE DRAWINGS. 1. REMOVAL OF ALL EXISTING WALLS. CEILINGS & FLOORING MATERIAL AS 14. JOISTS SHALL BE STOCKPILED AT THE JOB SITE IN A VERTICAL POSITION RESTING ON THEIR TOP OR INDICATED ON THE DRAWINGS AND AS NECESSARY FOR THE INSTALLATION BOTTOM, AND SHALL BE ADEQUATELY SUPPORTED WITH WOOD BLOCKING. KEEP JOIST FREE OF MUD OF ALL NEW WORK AND DIRT. 2. PROTECTION OF THE PREMISES AND THE PUBLIC DURING DEMOLITION WORK 15. IT SHALL BE THE STEEL ERECTORS RESPONSIBILITY TO SEE THAT JOISTS THAT ARE DAMAGED, KINKED, SUCH AS BARRIERS, SHORING AND BRACING. BENT OR WITH BROKEN WELDS ARE NOT PLACED IN THE STRUCTURE. 3 PATCHING OF AREAS DAMAGED DURING DEMOLITION OPERATIONS THAT ARE NOT SCHEDULED FOR NEW FINISHES. MASONRY- B THE GENERAL CONTRACTOR SHALL 087AIN ALL. DEMOLITION PERMITS AND PAY ALL FEES AS REQUIRED BY LOCAL REGULATIONS. 1 HOLLOW LOAD BEARING CONCRETE MASONRY UNITS TO BE ASTM-C90 GRADE N-1 (NORMAL WEIGHT 29 XI STING UTILITIES; WATER LINES, EXISTING AND NEW MUST BE DISINFECTED IN CONFORMANCE AGGREGATE) UNITS SHALL GAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 2000 P.S !. WITH ARMY SPECS. #4-1 EXISTING SEWER LINES TO BE CLEANED AFTER CONSTRUCTION IS AND SHALL BE 50% SOLID. COMPLETED. 2. MORTAR SHALL CONFORM TO ASTM-C270, TYPE S. GROUT SHALL CONFORM TO ASTM-C476. 30, GYPSUM BOARD: GYPSUM BOARD SHALL BE 5/8" OR 1/2" FIRE CODE, 1/2" F.C.W.R. GYPSUM 3, WALLS SHALL BE BRACED DURING CONSTRUCTION. SPACING OF BRACING SHALL NOT EXCEED A BOARD TO BE USED IN ALL WET AREAS SUCH AS TOILET ROOMS, MATERIAL AS MANUFACTURED DIMENSION OF TEN (10) TIMES WALL THICKNESS BY U.S GYPSUM OR EQUAL. FINISH (CEMENT ACCESSORIES AND TAPE OR SKIM COAT) ALL 4, FURNISH AND INSTALL DUR-O-WAL REINFORCING IN ALL MASONRY WALLS AND PARTITIONS AT 16 INCH JOINTS AND NAIL HEADS READY FOR PAINT, VWC OR PANELING. INTERVALS (EMERY OTHER BLOCK JOINT) EXCEPT AS OTHERWISE NOTED. 31 LAY IN CEILING PANELS: LAY IN CEILING PANELS TO BE 24" X 24" LAY IN TILES WITH 5. ALL MASONRY REINFORCING TO BE FURNISHED BY THE MASONRY CONTRACTOR. MATCHING GRID, FURNISH ALL MATERIALS REQUIRED FOR A COMPLETE INSTALLATION, COLOR, 6 PROVIDE THREE (3) SOLID COURSES TWENTY FOUR INCHES (24') MINIMUM OF SOLID MASONRY UNDER TYPE AND MANUFACTURER TO BE SELECTED BY OWNER ENDS OF ALL BEAMS, ANGLES, AND JOISTS BEARING ON MASONRY, OR AS OTHERWISE SHOWN ON THE 32 CARPET AND/OR TILE. CARPET AND/OR TILE AS SELECTED BY OWNER. DRAWINGS. 33 PORTABLE FIRE EXTINGUISHERS. PROVIDE WALL HUNG FIRE EXTINGUISHERS AS REQUIRED BY FIRE MARSHALL. GENERAL. CONTRACTOR TO NOTIFY THE ARCHITECT WHEN DEMOLITION IS COMPLETE FOR SITE INSPECTION, 34 HANDICAPPED REQUIREMENTS: VERIFICATION OF EXISTING STRUCTURAL CONDITIONS. THIS MUST OCCUR PRIOR TO NEW CONSTRUCTION. A. THE GENERAL CONTRACTOR WILL ACQUAINT HIMSELF WITH THE HANDICAPPED CODES AND ADA TO INSURE THAT THIS FACILi",' WILL BE IN COMPLIACE. THE FOLLOWING IS A PARTIAL LIST OF REQUIREMENTS: 1 AISLES MINIMUP) 36" WIDE 2 ALL. _X)CR` WIL, HAVE A M'N;MI;M 1 F CON _'- F[ �AiC IL-IF rl(1(')P 1 1 I I 1 I ! y I I • ] i I i 1 I i I I it .t 00 N 0 ; a . S IV) It � Z °0 O 1 0 y 45'-1„ 1 --- _ z L' p 0 MOFILE OF MANSARD 22'-11" li STAIR __._...___. a z Z W 6"X8"X3/8" BEARING PLATE _ `2 -8" 22 8 I w � W 1"xt" CONTINUOUS HORIZONTAL` 1 PROPOSED ADDITION EXISTING BUILDING W Z BRIDGING, 2 ROWS TYPICAL. 2'-0"x4'-0"x12" FOOTING REMOVE EXISTING MOTOR LODGE Q U WITH (4_ ) 5's x 3'-6" + ZQ U A — - I AND (4) 5' 1'-6" - - - - EXISTING I s x �--i BOILER - EXISTING WALL & ROOF STRUCTURECL ------ - - ------- -- ----- --- -- - - _ _ - - --- r_ --------------- EXISTING WINDOWS TO BE REMOVED I Y I m I ~ U , _ AND REPLACED W/ BUILDING v 1 w w ( 3 1/2" DIA. STEEL +�-18"x 12" FOOTING WITH I — Q STANDARD WINDOWS WfTH THE o : o o PIPE COLUMN WITH j (3)#5's CONTINUOUS, B ! B I _ I W I- - - J V Q_ NEW SILL BEING 8" ABOVE I ® �� ` J 8"X8"X3/8" CAP iv m MIN. 4'-0" BELOW GRADE A 1 \I z z o THE NEW ROOF SYSTEM ! Y o - a w AND BASE PLATES 1 Q A l 0O a — - - - - -\- - -- I I N I ! !r ANCHOR BASE PLATE "� 8" CONCRETE WALL WITH I 3 _ _ qQ O SILL OF EXISTING WINDOWS � ( REMOVE EXISTING WINDOWS F- t M I TO EXISTING FOUNDATION Q #5 DOWELS AT 40" O.C. ! o FOR REL0000N. REMOVE © m U W U-J I 3 ; TO CMU WALL. Z WALL BELOW AND BETWEEN11 •' _ '"` I __ / TOP OF S1`L �� J AND CAP PLATE TO i I � Q NEW W10x26) o .o o 3 1 I WINDOW OPENINGS. SEE I p O T.O.M. (LOW) - ( ; 1 EXISTING FOUNDATION - LL1 p Z - - I 12K5 LOW AND 12K5 HIGH 3 n 1 I� w I I FRAMING PLAN FOR NEW + I REMOVE O SOFFIT y ! I - Z WALL AND FOOTING, VERIFY w _ STORAGE I I 1 M � � _3„ LINTEL AND COLUMNS. I � I EXISTING � � ILLJ W OX33 BEAM I 1 4" FT. MIN. v ~ Q \ o ( T.O.S. I I X ; -6"x5'-0"sx16" FOOTING ! / /� z ! ;TANK - w FQ-- U 2' - - - - - - WITH (4) 5 6' / 6'-.Tt O HEAD C I x x z ; AND (6) 5's x 1'-6" I - ~-, I a W W 1 MATCH EXISTING HEAD HEIGHTS ! o 0 _ I I E o III L _ -_ _ Al E — y l iJ J Al I 03 2-47X3 1/2"X3/8" I 3 3 3 a0 ; ` �" 2 Al 2 0 0I I / � F- II _ Q O o I ANGLES WITH 6". I A 1 12"0 'CONCRETE PIER I Li � / Q UWJ `'' WITH (4)#6 DOWELS FROM t v V) - 6 EXISTING LAUNDRY W6X15 COLUMN BEARING AND 4'-O" 1 d I __— FOOTING W 3's AT 12" — A a A Q' \, MAXIMUM SPAN ! x I / # 0 v ; 1 ^ h I v ! w w 8"x8"x5 8" BASEPLATE W, -- Al 1 4"/FT. I 1/8"/FT. EXISTING WINDOW TO REMAIN I ; 0 1 0 o I . o / \ 1'-5't O SILL j I = I Q ; (2) 3/4 ANCHOR BOLTS I MIN. MIN. Z / DISCONNECT, REMOVE 0 0 ' I - EXISTING , i \ w 3 1 2 DIA. STEEL ; AND RELOCATE io I MATCH EXISTING SILL HEIGHTS f I 1 f- / �' 5" CONCRETE SLAB WITH I L ^ 0 to ,.� I PIPE COLUMN WITH N I 1" EXPANSION JOINT o / GAS METER & GAS PIPING, I N ,�, 6x6 1.4x 1.4 W.W.F., OVER I I o _ o 0'-0" O FINISH FLOOR f / 1 ® I y x 8"XS"X3/8" CAP 6 MIL POLY VAPOR BARRIER I I r TELEPHONE & WATER LINES o AND BASE PLATES IN COORDINATION WITH THE FINISH GRADE Y i >W o I - Z 8"x8"x5/8" BASEPLATE W/ I I (ANCHOR BASE PLATE ON �' COMPACTED GRAVEL --► C p O i� - (2) 3/4 0 ANCHOR BOLTS I I N 1 a j TO EXISTING FOUNDATION 1/2" PRE-MOLDED 1 Al I w / FLATLEY COMPANY I AND CAP PLATE TO ! I ~U V ! NEW W10X26 JOINT FILLER, TYP. WITH 40#6RDETE PLSRFROM ► 1 I ! 1 ) o _ ' O 2'-0"x 4'-0"x 12" FOOTING 1 1 - �* 1 i FIBERGLASS FOOTING W/ #3's AT 12" J � I , r�T ! � WITH (4) 5's x 3'-6' -- 2'-6"x5'-0"x16" FOOTING ; AND (4)#5's x 1'-6" SHINGLES WITH (4) 5's x 4'-6" I L ------ -------- -------- -i�4---1 AND (6) 5's x 1'-6" I - -- - ------ -j - - - - - - - - - - - - - - -- — - -- METAL — i W o*go L----------------------------------- ►� CV N J� '--- `- -� FLASHING - - (2) 3'0"x7'0" INSULATED z E-- 0o U DRILL EXISTING FOUNDATION WALL _ GALVANIZED STEEL DOORS ^ SECTION / SCHEME 'A' " AND INSTALL #5 DOWELS AT 12" PROFILE OF ROOF AND FRAME, BLDG. STANDARD A 2-4 X3 1/2"X3/8" Al SCALE: 1/4 1'-0" ANGLES WITH 6" ON CENTER WITH 12" EXTENDING LINE OF BUILDING BELOW- ABOVE W/BLDG. STANDARD HARDWARE as 0 T T / 8'-2" 6'-4" 8'-2" PAINTED a co W. 'JEVLt WAIL. FULL, GROUT REMOVE EXISTING M.O. (PAINTED) • O 1w BEARING 1�K;.�; T1110.!"= PLACES 6"XB"X3/8" BEARING PLATE F FENCE ,� a • DOUBLE ANGLES TO MATCH- A 1 ' 22 -8" PROPOSED ADDITION W c iD TOP CHORD OF JOIST CANTILEVER U U °0 m`2 -8" c=o h EXISTING MOTOR LODGE oa.; FRAMING PLAN FOUNDATION PLAN ROOF PLAN FLOOR PLAN �F SCALE. 1/8" = 1'-0" SCALE: 1/8" = �'-0" SCALE: 1/8" = V-0" SCALE' 1/8" = V-0" 1 4x3-1/2x3/8 CONT. ANGLE EXISTING WALL & ROOF STRUCTURE WELDED TO STUDS if tl REMOVE EXISTING WINDOWS REMOVE EXISTING WINDOW NOTE: HVAC, MECHANICAL, ELECTRICAL AND PLUMBING r 1 TO BE COORDINATED AND INSTALLED BY OWNER. AND REPLACE DA I 12'-.r O T.O.M. (HIGH) 1! AND INFILL CONSTRUCTION BUILDING STANDARD WINDOWS. Iy O BE p TO MATCH EXISTING MENIMUM 8"W ABOVE SILL TROOF - I A 1 '-'� --'N , 1. SURFACE. !NFILL WINDOW / BEARING WALL OF i OPENING AS REQUIRED WITH I 4" METAL STUDS -_- TOP OF STL ; --- -- - --- BUILDING STANDARD REMOVE EXISTING (14 GA) AT 16" 0/C � �` REMOVE EXISTING CONSTRUCTION TO MATCH WINDOW THRU-WALL UNITS ADJACENT SURFACES. ON THIS WALL 1 8'-1` O SOFFIT W10X33 BEAM o T.O.S. / 1 r 1 ! 12'-7 1/2" O HIGH ROOF `` I !,\ 6'-3"t O HEAD \ 12'-7 1/2" O HIGH ROOF i ,�— ----- MATCH EXISTING HEAD HEIGHTS NEW W10x LINTEL AT I I OPENING IN EXISTING f II ! _ _ - 19-11W R F WALL. SEE FRAMING 1 ! = ' 9'-i 1 1/2" O LOW ROOF = '- - 1/2� T, - '-9" O SOFFFITL 7'-9" O SOFFIT _ Y- i ( - 3/8" PRE-MOLDED JOINT FILLER- ! III in - - - - i 5` REINFORCED CONCRETE SLAB W/ :- --- -----_- t'-6 t OSILL 6x6 1.4x 1.4 WWF, STEEL TROWEL - = f FINISH. PITCH TO FLOOR DRAINS. 1 -- I - - — - - - - cp 1 MATCH EXISTING SILL HEIGHTS - _ - - - - - GRADE N 1 „ -- _. - —__ _ . . GRADE -- - - - ---_ 0'-0" O FINISH FLOOR --- ---_ - - z O-0' O FINISH FLOOR 0 -O O FINISH FLOOR - -- _ __ GRADE -- _ 30 z_ j 6 MIL POLY VAPOR BARRIER -- -------------------- ------------------- - ------------------------------ --- I ---------- o 6" COMPACTED GRAVEL 1 •--------------- ------------------------------- --- - -----------------------------------• U I / 2" RIGID INSULATION B1 A 1 EXISTING BUILDING PROPOSED ADDITION PROPOSED ADDITION IEXIST!NG BUILDINGS U) 1 T 0_ PROPOSED ADDITION 1 ELEVATION 3 T r ELEVATION � B BUILDING SECTION 2 ELEVATION Al SCALE: 1/8" = 1'-0" Al SCALE: 1/8` = 1'-0" a 1 SCALE: 1 4" 1'-0" A l SCALE 1/8" = 1'-0" Z A / z pn aj U-t Z N O_ N [V S Q,. EXISTING BRICK VENEER WALL. RAKE OUT w =-=-- - MORTAR JOINT FOR INSTALLATION OF tY Q COUNTER FLASHING. w __ 0 SEALANT CARLISLE BALLASTED MEMBRANE cwi 4-2X6 P.T. BLOCKING a CANTILEVER TOP CHORD GALVANIZED METAL COUNTER FLASHING STEEL ANGLES IN PAIRS ROOFING SYSTEM ANCgCRED AT w I I 0 OF TRUSSES < A TO MATCH TOP CHORD OF 4'-0 O.C. - o a TRUSSES, AT 3'-0" 0/C 3" POLYISOCYON IRATE 25 PSI GALVANIZED METAL GRAVEL STOP CONTINUOUS CLEAT FASTENED AT 12" O.C- a> INSULATION z I Q CARLISLE ADHERED ' CONTINUOUS CLEAT METAL FLASHING BELOW w w • MEMBRANE ROOFING BONDING ADHESIVE } m v o 1'-8" 2'-8" t - �, ROOFING MEMBRANE AND I TAPERED INSULATION cn ABOVE SHINGLES w � INSULATION ROOFING MEMBRANE BOFLASHING � I J' � 0 o N TOP OF JOIST 3/4" FRS PLYWOOD 3" POLYISOCYON IRATE 25 PSI -- COUNTER Z Z W CONTINUOUS EXPANSION JOINT COVER zz (2)2x6 P.T. NAILERS - 0 3 o I 5//8" GYPSUM CANT STRIP in Q Lw- Q 0 u- I 5/8" GYPSUM BOARD f __'�` .� BOARD o w I 2x4 FIRE RETARDANT PRESSURE -- ---- -- --- - o 0 FTURN DIRECTION OF METAL - --- CARLISLE ADHERED MEMBRANE 2 2x6 P.T. BLOCKING z w; DECKING 90 DEGREES ITREATED WOOD FRAMING TYP. i _ 1 1AL7-20 GAUGE GALVANIZED ( ) 1-1/2- 20 GAUGE AT 16" O/C �' - METAL DECK ADHERED EPDM ROOFING MEMBRANE--\ TOP OF GRAVEL STOP w ____ —FESCO BOARD MECHANICALLY BIRD ARCHITECT 90 SHINGLES r _ 12K5 0 3'-0" O.C. GALVANIZED METAL DECK o - FASTENED R-30 RIGID INSULATION--\ _ 30# FELT ! 1 — _ 12K5 O 3'-T O.C. BALLAST I — CANT STRIP METAL DRIP EDGE / 4"x8"x3/8" BEARING PLATE WITH - .� I 3/4" FRS PLYWOOD I I 1/2'0 x 16" ANCHOR. TYPICAL I 1 ° CARLISLE BALLASTED MEMBRANE 1 x6 FASCIA BOARD AT EACH JOIST ROOF ROOFING SYSTEM 1/2" EXT. GRADE PLYWOOD SOFFIT " N cv 4" METAL STUDS AT 16" 0/C CONT. REINF BOND BEAM 1 EXPANSION JOINT I I 3" PO LYI SOCYON IRATE 25 PSI 3" MIDGET LOUVERS AT 36" 0/C j' WITH (2) #5's. FILL SOLID z / INSULATION WITH CONCRETE R-13 FOIL FACED F.G. BAITS � Q SOFFIT t ! i' RECESSED DOWNLIGHTS AT 6"-0" O/C 5/8" GYPSUM BOARD �-- Q Q 5/8" TYPE 'X' GYPSUM BOARD, T C.M.U. BLOCK W/ CANTILEVER ANGLES OVER TAPED, COMPOUNDED AND 3/4" 1/4 ROUND #5 O 40" IN CONCRETE FILLED 1-1/2" 20 GAUGE EXPANSION JOINT FILLER EXTERIOR WALL TO CARRY PAINTED -- CELLS AND KOR-FIL HI DENSITY GALVANIZED ROOF DECK [) ROOF AND MANSARD - 1 X3 RED CEDAR TRIM BOARD INSULATION ALL CELLS. INTERIOR 12K5 JOIST z SEE DETAIL C/A-1 FOR TOP OF JOIST RED CEDAR PREFINISHED CLAPBOARDS FACE PAINTED. O REMAINDER OF NOTES I (2)2x6 P.T. NaLERS 4" TO THE WEATHER W10x33 BEAM Z 12K5 O 3'-0" O.C. - - I 5/8" GYPSUM BOARD 1/2" EXTERIOR GRADE W6X15 COLUMN EXISTING STUD WALL 0 c Q 1 1/2"-20 GAUGE GALVANIZED PLYWOOD I w METAL DECK 1 X3 WOOD STRAPPING \tA _ 1• Q � PERMIT #36442 F DETAIL CANTILEVERED FRAMING E DETAIL / VERTICAL ROOF HEIGHT TRANSITION C DETAIL / MANSARD AND SOFFIT p DETAIL / ROOF O EXISTING WALL FLATLEY COMPANY Al SCALE: 3/4" = 1'-0" Al SCALE: 1" 1'-0" Al SCALE: 3/4" 1'-0" Al SCALE: 1-1/2" 1'-0" UILD ADDITION TARA HOTEL WEST MAIN STREET HYANNIS, A=?_89-110 1/18/9 � ♦ I ' I r.. ry..d ! GENERAL NOTES: DEMOLITION NOTES00 C`d 1. GENERAL CONDITIONS: THE GENERAL CONDITIONS FOR THIS CONTRACT SHALL BE AIA 1. REMOVE EXISTING STUD AND GYPSUM BOARD PARTITIONS. PATCH AND REPAIR FLOOR, WALLS AND O DOCUMENT A201 1987 EDITION) EXCEPT AS HEREIN AMENDED. CEILING DISTURBED DUE TO NEW CONSTRUCTION AND PREPARE TO RECEIVE NEW FINISH. p cn �. WORK TO INCLUDE DEMOLITION AND CONSTRUCTION AS INDICATED ON THE DRAWINGS 2. REMOVE EXISTING DOORS AND FRAMES. o 0 AND SPECIFIED HEREIN. EACH CONTRACTOR TO FURNISH ALL LABOR AND MATERIALS 3. REMOVE EXISTING CEILING, STRAPPING, BULKHEADS, LIGHT FIXTURES, EMERGENCY LIGHTS, SPRINKLER - --------- - -- __ N V) NECESSARY FOR A COMPLETE INSTALLATION. EACH CONTRACTOR SHALL RESPECT THE WORK HEADS AND SUSPENDED CEILING SYSTEM IN THEIR ENTIRETY. (EXISTING LIGHT FIXTURES TO BE EQUIPMENT SCHEDULE - ' Q z OF OTHER CONTRACTORS AND ARE RESPONSIBLE FOR AND LIABLE TO REPAIR OR REPLACE REMOVED AND STORED FOR REUSE AS DIRECTED BY THE FLATLEY COMPANY REPRESENTATIVE). ANY DAMAGE CAUSED BY THEIR WORK. 4. REMOVE EXISTING HEATING, VENTILATION AND AIR CONDITIONING DUCTWORK, REGISTERS, FRAMES AND 3. CODES: ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH LOCAL AND STATE PLUMBING AS REQUIRED FOR THE RENOVATION OF THIS SPACE, COORDINATE WITH OWNER FOR Q CODES AND REGULATIONS HAVING JURISDICTION. THE CONTRACTOR SHALL PROTECT AND EXTENT OF DEMOLITION. ITEM No. DESCRIPTION STATUS PLUMBING ELECTRICAL INDEMNIFY THE OWNER AND ARCHITECT AGAINST ANY CLAIM OR LIABILITY ARISING FROM ANY 5. REMOVE EXISTING FINISH MATERIAL TO EXISTING GYPSUM BOARD & PREPARE TO RECEIVE NEW FINISH. -- to SUCH CODE OR REGULATION. 6• ALL EXISTING FURNITURE AND EQUIPMENT ARE THE PROPERTY OF THE FLATLEY COMPANY. GENERAL H•W C.W. W. GAS BTU AIR V. H.P. K.W. PH AMPS CONNECTION z w 0 4. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS, INSPECTIONS AND CONTRACTOR TO COORDINATE THEIR REMOVAL AND DISPOSITION WITH THE FLATLEY COMPANY 1 TOWEL FOLDER NEW 208 1/2 3 20 DIRECT X z Z APPROVALS. REPRESENTATIVE. w W 5. QUALITY: WORKMANSHIP SHALL BE OF THE HIGHEST TYPE, AND MATERIALS USED OR 7. EXISTING STEEL COLUMNS TO REMAIN. 2 DRYER - 50 LB EXISTING 1-1/4" 250.000 208 3 10 DIRECT w � SPECIFIED OF THE BEST QUALITY THAT THE MARKET AFFORDS. ALL INSTALLATIONS AND 8. REMOVE EXISTING ELECTRICAL HOME RUNS, CONDUIT AND MODIFY PANELS AS REQUIRED. -- - W 0 APPLICATIONS SHALL CONFORM TO THE MANUFACTURER'S SPECIFICATIONS. 9• THE GENERAL CONTRACTOR SHALL SAFELY SHORE, BRACE, OR SUPPORT ALL WORK AS REQUIRED. 3 DRYER - 50 LB EXISTING 1-1/4" 250,000 208 3 10 DIRECT 0 6. COORDINATION OF THE WORK: THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK THIS WORK SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND NO ACT, DIRECTION OR -- - - Q OF ALL THE SUBCONTRACTORS AND MECHANICAL TRADES WHETHER THEY RECEIVE THEIR REVIEW OF ANY SYSTEM OR METHOD BY THE ARCHITECT SHALL RELIEVE THE CONTRACTOR OF HIS 4 DRYER - 100 LB EXISTING 1-1/4- 360,000 208 3 12 DIRECT Z CONTRACT FROM THE CONTRACTOR OR THE OWNER. THE CONTRACTOR'S INSTRUCTIONS SHALL RESPONSIBILITY. - -- _ _ _ Q Z BE FOLLOWED BY ALL TRADES. 10. REMOVE EXISTING CHAIRS, TABLES, COUNTERS, SHELVES AND PARTITIONS. SEE NOTE #6. 5 DRYER - 100 LB EXISTING 1-1/4" 360.000 208 , 3 12 DIRECT 7. MECHANICAL TRADES: THE MECHANICAL AND ELECTRICAL TRADES SHALL INSTALL THEIR WORK 11. REMOVE EXISTING FLOORING MATERIAL INCLUDING ALL CARPET AND PADS. SEE NOTE #6. CL AS RAPIDLY AS THE OTHER WORK PERMITS AND SHALL COMPLETE THIS WORK BY THE TIME 12. REMOVE EXISTING TELEPHONE AND EXISTING WIRING. COORDINATE WITH LOCAL TELEPHONE COMPANY 6 SCALE EXISTING / RELOCATED 120--1 DUPLEX Z LLO THE OTHER TRADES HAVE FINISHED. AND THE FLATLEY COMPANY REPRESENTATIVE. INSTALL NEW TELEPHONE SYSTEM, COORDINATE WITH - -- -- - N Q _ 8. EXAMINATION OF THE SITE AND DOCUMENTS; THE CONTRACTOR, BEFORE SUBMITTING HIS THE FLATLEY COMPANY REPRESENTATIVE. 7 WASHER - 200 LB NEW 1-1/4" 1-1/4" �' 1/2" 208 7.5 3,: DIRECT Z m: PROPOSAL, SHALL VISIT THE SITE AND EXAMINE FOR HIMSELF ALL CONDITIONS AND ---- ----- --- --_-__. - _ a- ;W ""' LIMITATIONS WHICH EFFECT THE CONTRACT. THE CONTRACTOR SHALL CAREFULLY EXAMINE 8 WASHER - 75 LB EXISTING 1-1/4* 1-1/4" I 4" 1/2- 208 3 7.7 DIRECT a J _ Q ALL CONTRACT DOCUMENTS, TITLES AND SUBDIVISIONS IN THESE DOCUMENTS ARE FOR ASBESTOS ABATEMENT -- REMOVAL: 9 WASHER - 135 LB EXISTING - 1-1/4" 1-1/4" 4" 1/2" 208 3 10.9 DIRECT � cai O � CONVENIENCE, AND NO REAL OR ALLEGED ERRORS IN ARRANGEMENT OF MATTER SHALL BE THE ARCHITECT HEREBY STATES, AND THE CONTRACTOR AND THE OWNER ACKNOWLEDGES, THAT W W REASON FOR OMISSION OR DUPLICATION BY ANY CONTRACTOR. _ _ 9. SEPARATE CONTRACTS: THE OWNER RESERVES THE RIGHT TO LET OTHER CONTRACTS IN THE ARCHITECT HAS NO PROFESSIONAL LIABILITY OR OTHER INSURANCE, AND IS UNABLE TO 10 WASHER - 135 LB EXISTING 1-1/4" 1-1/4" 4" 1/2- 208 3 ; 10.9 DIRECT I <2 CONNECTION WITH THE WORK. THE GENERAL CONTRACTOR SHALL AFFORD OTHER CONTRACTORS REASONABLY OBTAIN SUCH INSURANCE FOR CLAIMS ARISING OUT OF THE PERFORMANCE OF OR - --- _ ___^_ _ _ L: > REASONABLE OPPORTUNITY FOR THE EXECUTION OF THEIR WORK AND SHALL PROPERLY FAILURE TO PERFORM PROFESSIONAL SERVICES, INCLUDING BUT NOT LIMITED TO PREPARATION OF 11 WASHER - 75 LB EXISTING / RELOCATED 1-1/4- 1-1/4! 4" 1/2 208 3 �7.7 DIRECT o nW Z CONNECT AND COORDINATE HIS WORK WITH THEIRS. REPORTS, DESIGNS, DRAWINGS AND SPECIFICATIONS, RELATED TO THE INVESTIGATION, DETECTION, --------- - _ _-__ �-_ _ 10. GUARANTEE: ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ABATEMENT, REPLACEMENT OR REMOVAL OF PRODUCTS, MATERIALS OR PROCESSES CONTAINING 12 WASH SINK EXISTING / RELOCATED 1/2" 112 1-1 12" , i I- _ � Nll J ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE UNLESS SPECIFIED OTHERWISE FOR A ASBESTOS. ACCORDINGLY THE CONTRACTOR AND THE OWNER HEREBY AGREES TO BRING NO CLAIM -- ---- ---- -- I _ Q .� LONGER PERIOD OF TIME ON CERTAIN ITEMS. FOR NEGLIGENCE, BREACH OF CONTRACT, INDEMNITY OR OTHERWISE AGAINST THE ARCHITECTS, HIS 13 WATER HEATING SYSTEM NEW 2" 990,000 11. TRASH REMOVAL: PRIOR TO STARTING WORK, THE GENERAL CONTRACTOR SHALL PROVIDE A PRINCIPALS, EMPLOYEES, AGENTS AND/OR CONSULTANTS IF SUCH CLAIM IN ANY WAY WOULD ---- - - __--____-_- _L _ Lj- z W � CONSTRUCTION DUMPSTER AND PICKUP SERVICE FOR ALL CONSTRUCTION DEBRIS (DUMPSTER INVOLVE THE ARCHITECT'S SERVICES FOR THE INVESTIGATION OF OR REMEDIAL WORK RELATED TO 13A WATER STORAGE TANKS (2) NEW -- - -i- INLET AND OUTLET - 2-1/2* 120 - ' _ _ DIRECT J LLJ � LOCATION TO BE COORDINATED WITH THE OWNER). AT THE END OF EACH DAY, THE GENERAL ASBESTOS IN THE PROJECT. __ _ - _ - CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE AND OR WITHIN THE THE CONTRACTOR FURTHER ACKNOWLEDGES AND AGREES TO DEFEND, INDEMNIFY AND HOLD THE 14 BOILER NEW 2" 1,052,000 480 I 3 I 27 DIRECT _ ;§ W O BUILDING. IF TRASH AND DEBRIS ARE NOT REMOVED, THE OWNER MAY (AT HIS OPTION) THE OWNER AND HIS ARCHITECT AND HIS PRINCIPALS, EMPLOYEES, AGENTS AND CONSULTANTS -- -- --___--_-_. - _ - _ I o W PAY FOR ITS REMOVAL AND BACK CHARGE THE CONTRACTOR. HARMLESS FROM ANY SUCH ASBESTOS-RELATED CLAIMS THAT MAY BE BROUGHT BY THIRD PARTIES 15 IRONER - FEEDER NEW 460 3 27 ~ O U 12. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT A5 A RESULT OF THE SERVICES PROVIDED BY THE ARCHITECT PURSUANT TO THE OWNER-ARCHITECT ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. AGREEMENT. IF DURING THE CONSTRUCTION OF THIS PROJECT, WORK INVOLVING FRIABLE ASBESTOS 15A IRONER - FOLDER NEW - 208 2.2 3 10 � 13. HEATING, VENTILATION, PLUMBING, AIR CONDITIONING AND ELECTRICAL ARE PART OF THIS IS SUSPECTED OR ENCOUNTERED, THE OWNER OR THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED CONTRACT, THE CONTRACTOR SHALL COORDINATE THE LOCATION AND SIZE OF OPENINGS FOR IMMEDIATELY AND THE CONTRACTOR WITH HIS OWN FORCES, OR BY SEPARATE CONTRACT SHALL BE 16 AIR COMPRESSOR EXISTING / RELOCATED - 208 10 1 3� DIRECT VENTS, PIPES, DUCTS, INSERTS, BOXES, HANGERS ETC.. H.V.A.C. IS BY THE OWNER, RESPONSIBLE FOR COMPLETE INVESTIGATION, REMOVAL AND DISPOSITION OF THE FRIABLE ASBESTOS COORDINATE THIS WORK WITH THE FLATLEY COMPANY REPRESENTATIVE. HAZARD IN ACCORDANCE WITH APPLICABLE LAWS AND REGULATIONS. 14. ALL SECTIONS, DETAILS, MATERIALS, METHODS, ETC, SHOWN AND/OR NOTED ON ANY PLAN OR SECTION SHALL APPLY TO ALL OTHER SIMILAR LOCATIONS UNLESS OTHERWISE NOTED. - 15. THE GENERAL CONTRACTOR SHALL SAFELY SHORE, BRACE, OR SUPPORT ALL WORK AS ELECTRICAL NOTES:OF ---- ---- ---- ------- _-- __ REQUIRED. THIS WORK SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND NO ACT, CONTRACTOR OF THIS DIRECTION, OR REVIEW OF THESE SYSTEM OR METHOD BY THE ARCHITECT SHALL RELIEVE THE 1. ALL WORK SHALL BE PERFORMRD BY LICENSED ELECTRICIANS AND SHALL COMPLY WITH THE MASSACHUSE17S ELECTRIC CODE, N.F.P.A. AND ALL APPLICABLE LOCAL CODES AND ORDINANCES. O 16. IS NOT THE INTENT OF THESE DRAWINGS TO SHOW NOR INDICATE ANY OR ALL FASTENING 2. THIS CONTRACTOR SHALL VISIT THE SITE TO VERIFY ALL EXISTING ELECTRICAL CONDITIONS, OR FRAMING TECHNIQUES/DEVICES, NOR BE ABLE TO SHOW ALL CONDITIONS PRESENT. CONFIRM EXISTING WIRING METHODS, QUALITY AND TYPE OF DEVICES, COVER PLATES, FIXTURES, ETC.. 17. IT IS THE OWNERS RESPONSIBILITY TO SELECT ALL FINISHES: IE; PAINT/STAIN, VINYL WALL CONFIRM LOCATIONS OF NEAREST BRANCH CONDUIT PANELBOARDS. COVERLNG, FLOOR MATERIAL, CEILING MATERIAL, MOLDINGS AND ELECTRICAL RECEPTACLES, ETC.. 3. WIRING FOR EXISTING DEVICES AND FIXTURES TO BE REMOVED AND SHALL BE DISCONNECTED BACK IT IS THE CONTRACTORS RESPONSIBILITY TO PURCHASE AND INSTALL ALL ITEMS AS THE OWNER w rn SELECTS THEM. TO NEAREST REMAINING DEVICE. ALL ABANDONED WIRING SHALL BE REMOVED, CONDUITS MAY REMAIN. 18. ALL WALLS AND CEILINGS TO BE 5/8" OR 1/2" GYPSUM BOARD, TYPE "X". FINISH/TEXTURE CONTRACTOR SHALL REFEED ANY EXISTING DEVICES TO REMAIN WHICH MAY HAVE BEEN Z z F �o TO BE SELECTED BY OWNER. INADVERTANTLY DISCONNECTED. ALL WIRING SYSTEMS SHALL BE LEFT IN A SAFE, OPERATING CONDITION. 19. CONTINUANCE OF BUSINESS: THE GENERAL CONTRACTOR SHALL MAKE PROVISIONS FOR CLOSING 4. PROVIDE EMERGENCY LIGHTING AND EXIT SIGNS COMPLYING WITH LIFE SAFETY CODE. 5. PROVIDE BRANCH WIRING TO ALL NEW DEVICES AND LIGHT FIXTURES INDICATED ON PLANS. DO NOT L) _ OFF CONSTRUCTION AREAS FROM BUSINESS AREAS, KEEPING ALL UTILITIES IN OPERATION. e 20. STORAGE: THE CONTRACTOR SHALL PROVIDE ON SITE WEATHER PROTECTED STORAGE SPACE, CONNECT RECEPTACLES AND LIGHT FIXTURES ON COMMON CIRCUITS. PROVIDE HOMERUNS TO NEAREST � o w z� IE; TRAILER. STORAGE OF CONSTRUCTION MATERIALS IN THE EXISTING BUILDING WILL NOT BE PANELBOARDS SIZED TO SUPPORT ALL NEW LOAD REQUIREMENTS. i o PERMITTED. 6. ALL NEW WIRING SHALL MATCH EXISTING BRANCH WIRING CONDITIONS, IE; CONDUIT & WIRE, "MC" 21. PROTECTION: THE CONTRACTOR SHALL CLOSE UP AND SEAL OFF (DUST FREE) ALL AREAS CABLE, OTHER, PROVIDE GROUND WIRE WITH ALL BRANCH CIRCUITS MINIMUM. .. 7 NOT !NVOLVED IN CONSTRUCTION, AND SHALL PROTECT ALL PUBLIC AND ADJACENT AREAS . ALL DEVICES SHALL BE PROVIDED WITH BACKBOXES, COVERPLATES AND BRANCH WIRING FOR .A FROM DAMAGE. COMPLETE SYSTEM. w o aq 22. TEMPORARY THE CONTRACTOR WILL PAY FOR EXISTING SERVICES (WATER, TELEPHONE � AND ELECTRICITY {_ GENERAL STRUCTURAL NOTES: AND WILL TURN OVER THESE SERVICES TO THE OWNER UPON FINAL THRU-WALL FAN ! m ACCEPTANCE OF THIS PROJECT (COORDINATE WITH A FLATLEY COMPANY REPRESENTATIVE). a 23. THE CONTRACTOR SHALL VERIFY LOCATION AND ACTUAL DEPTH OF ALL EXISTING SANITARY 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE .AND REPORT ANY --- --------- --- -- - ----- PIPING, STORM DRAINS, GAS AND WATER MAINS, ELECTRIC LINES AND PIPES. HE IS ALSO DISCREPANCY TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. - cN ADVISED TO VERIFY ACTUAL INVERTS OF SANITARY AND STORM LINES BY HAND DUG TEST PITS 2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT AND RECEIVE HIS APPROVAL WELL IN ADVANCE OF TRENCHING AND CONSTRUCTION. ANY DISCREPANCY IN THIS PLAN AND BEFORE FABRICATION OF THE MATERIAL. ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE ARCHITECT. ALL NECESSARY PERMITS 3. ALL WORK SHALL COMPLY WITH THE STATE AND LOCAL BUILDING CODE. ELECTRICAL AND APPROVALS MUST BE OBTAINED FROM PROPER AUTHORITIES. 4. DESIGN LIVE LOADS: I 3A ROOM m a 24. ARCHFTECTURAL. MECHANICAL. ELECTRICAL & SPRINKLER: EACH CONTRACTOR SHALL SUBMIT ROOF 40# PER SQUARE FOOT i441 a SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. 5. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, HEATING AND �-I 13 I - 0 25. ALL WORK I 480/3PH/27A NEW UNLESS OTHERWISE NOTED. VENTILATING, PLUMBING, ELECTRICAL. MECHANICAL DRAWINGS, AND THESE DRAWINGS SHALL BE 26. DAMAGE;DAMAGE; 120V THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING BUILDING, REFERRED TO FOR SIZE AND LOCATION OF OPENINGS VENTS PIPES INSERTS BOXES AND HANGERS I 2' GAS Y WALLS, CEILINGS, FLOORS, FURNITURE , , , , , ,FURNITURE AND FURNISHINGS. DAMAGED SURFACES DUE TO CONSTRUCTION TO BE PATCHED, REPAIRED AND/OR REPLACED AS REQUIRED AND BLEND TO 6. ALL SECTIONS, DETAILS, MATERIALS, METHODS, ETC., SHOWN AND/OR NOTED ON ANY PLAN OR SECTION ; I MATCH EXISTING ADJACENT SURFACES AT NO ADDITIONAL COST TO OWNER. SHALL APPLY TO ALL OTHER SIMILAR LOCATIONS UNLESS OTHERWISE NOTED.. II 27. THE GENERAL CONTRACTOR SHALL PREPARE A BOOKLET CONTAING: 7. SOIL BEARING CAPACFT'Y SHALL BE VERIFIED BY THE OWNER; FOUNDATION AND FOOTING DESIGN SHALL L- FLOOR DRAIN II A. LIST OF SUBCONTRACTORS USED ON THIS JOB WITH NAMES, ADDRESSES AND BE MODIFIED BY A REGISTERED ENGINEER AS REQUIRED BY LOCAL CONDITIONS. VERIFY SOILS PRIOR ! II TELEPHONE NUMBERS. TO INSTALLATION OF FOUNDATION WALLS, FOOTINGS, OR UNDERPINNING. B. ALL WARRANTEES AND INSTRUCTION MANUALS FOR EQUIPMENT AND MATERIALS 8. THE GENERAL CONTRACTOR SHALL SHORE, BRACE, SUPPORT AND/OR UNDERPIN EXISTING WORK AS i INSTALLED, WILL BE ISSUED TO THE OWNER PRIOR TO ACCEPTANCE OF BUILDING � II p II REQUIRED TO SAFELY INSTALL NEW WORK. THIS WORK SHALL BE THE FULL RESPONSIBILITY OF THE LJ AND PRESENT BOOKLET TO OWNER PRIOR TO FINAL ACCEPTANCE OF OWNER. CONTRACTOR AND NO ACT, DIRECTION, OR REVIEW OF ANY SYSTEM OR METHOD BY THE ARCHITECT II 28. DEMO ITI N_ A. WORK SHALL INCLUDE, BUT NOT NECESSARILY BE LIMITED TO THE FOLLOWING SHALL RELIEVE THE CONTRACTOR OF THIS RESPONSIBILITY. ) 1. REMOVAL OF ALL EXISTING WALLS, CEILINGS & FLOORING MATERIAL AS 9. ALL WORK IS NEW UNLESS OTHERWISE NOTED. 1 I INDICATED ON THE DRAWINGS AND AS NECESSARY FOR THE INSTALLATION OF ALL NEW WORK. _7 2. PROTECTION OF THE PREMISES AND THE PUBLIC DURING DEMOLITION WORK COMPACTED FILL: ,� CEILING FAN ABOVE SUCH AS BARRIERS, SHORING AND BRACING. c' ` 3. PATCHING OF AREAS DAMAGED DURING DEMOLITION OPERATIONS THAT ARE 1. FOOTINGS TO REST ON FIRM UNDISTURBED SOIL OR COMPACTED FILL - 95% OF MAXIMUM DRY DENSITY NOT SCHEDULED FOR NEW FINISHES. (THIS ALSO INCLUDES SLABS ON GRADE). B. THE GENERAL CONTRACTOR SHALL OBTAIN ALL DEMOLITION PERMITS AND PAY 2. ALL SOFT OR UNSTABLE AREAS SHALL BE REMOVED AND REPLACED WITH COMPACTED FILL. ALL FEES AS REQUIRED BY LOCAL REGULATIONS. 3. SINK THROATS, IF ANY, SHALL BE CLEANED OUT AND SEALED WITH LEAN CONCRETE. 29. EXISTING UTILITIES: WATER LINES, EXISTING AND NEW MUST BE DISINFECTED IN CONFORMANCE 4• ALL GRADING, FILL, ETC. SHALL BE PERFORMED WITH THE DIRECT FULL TIME SUPERVISION OF A WITH ARMY SPECS. #4-1. EXISTING SEWER LINES TO BE CLEANED AFTER CONSTRUCTION IS SOILS ENGINEER. COMPLETED. 5. PROVIDE 6 MIL POLY FILM VAPOR BARRIER UNDER ALL SLABS ON GRADE. 30. GYPSUM BOARD; GYPSUM BOARD SHALL BE 5/8" OR 1/2" FIRE CODE, 1/2" F.C.W.R. GYPSUM BOARD TO BE USED IN ALL WET AREAS SUCH AS TOILET ROOMS, MATERIAL AS MANUFACTURED FOUNDATION: - 1 BY U.S. GYPSUM OR EQUAL. FINISH (CEMENT ACCESSORIES AND TAPE OR SKIM COAT) ALL I 1� SWITCH BANK FOR JOINTS AND NAIL HEADS READY FOR PAINT, VWC OR PANELING. 1. FOUNDATION SHALL BE CARRIED ON FIRM UNDISTURBED MATERIAL CAPABLE OF SUSTAINING A BEARING I LIGHTS AND FANS 31. LAY IN CEILING PANELS: LAY IN CEILING PANELS TO BE 24" X 24" LAY IN TILES WITH PRESSURE OF 4,000 LBS PER SQUARE FOOT. SEE GENERAL NOTES #7. I I 460/3PH/27AMP IN ADDITION MATCHING GRID. FURNISH ALL MATERIALS REQUIRED FOR A COMPLETE INSTALLATION. COLOR, 2• FOOTINGS SHALL NOT BEAR ON FROZEN SOIL AND FOOTING BEARING STRATA SHALL NOT BE LESS THAN TYPE AND MANUFACTURER TO BE SELECTED BY OWNER. 4'-O" MINIMUM BELOW ADJACENT FINISH GRADE. I w 32. CARPET AND/OR TILE: CARPET AND/OR TILE AS SELECTED BY OWNER. 3. ' BACKFILL SHALL BE PLACED TO EQUAL ELEVATIONS ON BOTH SIDES OF FOUNDATION WALLS OR FLOOR •I 11 p 33. PORTABLE FIRE EXTINGUISHERS: PROVIDE WALL HUNG FIRE EXTINGUISHERS AS REQUIRED BY CONSTRUCTION MUST BE IN PLACE PRIOR TO BACKFILLING. 0 FIRE MARSHAL.L. 20813PH/7.7A 5 = uj 34. HANDICAPPED REQUIREMENTS: 1/2 AIR 5] 0 A. THE GENERAL CONTRACTOR WILL ACQUAINT HIMSELF WITH THE HANDICAPPED CONCRETE: El 1--1/4"C.W, 208/3PH/12A 0 -1 1 CODES AND ADA TO INSURE THAT THIS FACILITY WILL BE IN COMPLIACE. THE z /4"H.W. Z FOLLOWING IS A PARTIAL LIST OF REQUIREMENTS: 1. ALL CONCRETE SHALL HAVE A ULTIMATE STRENGTH OF AT LEAST 3000 LBS PER SQUARE INCH AT 28 DAYS. FLOOR DRAIN a 1. AISLES: MINIMUM 36" WIDE. 2. REINFORCING STEEL SHALL COMPLY WITH THE REQUIREMENTS OF ASTM-A15 INTERMEDIATE GRADE BILLET _ 2. ALL DOORS WILL HAVE A MINIMUM OF 1'-6" CLEAR ON THE LATCH (PULL) STEEL ASTM-A185 FOR WIRE MESH. BARS SHALL BE DEFORMED TO ASTM-A305. p SIDE OF THE DOOR. 3. STEEL REINFORCEMENT FABRICATION SHALL. COMPLY WITH MANUAL OF STANDARD PRACTICE FOR 13 } 3. DOOR MATS AND THRESHOLDS TO BE A MAXIMUM OF 1 2" HIGH. DETAJLING REINFORCED CONCRETE STRUCTURES", LATEST REVISION AS ADOPTED BY THE AMERICAN g 4. DOORS TO HAZARDOUS AREAS TO HAVE KNURLED HANDLES. CONCRETE INSTITUTE. 15 11 O � ' Z 5. DOOR HARDWARE SHALL BE MOUNTED BETWEEN 36" AND 42" ABOVE FLOOR. 4. CONCRETE COVER: FOOTINGS AND WALLS - BOTTOM �, SIDES 2" MINIMUM FOR STEEL REINFORCING. 208 3PH 12A 6. DOOR HARDWARE TO BE LEVER TYPE. 5 ALL CONCRETE WORK SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE AMERICAN CONCRETE I 208/3PH/10AMP 20813PH/10.9A / / a 35. SPRINKLER HEAD LOCATION: REFER TO N.F.P.A. STANDARDS. SPRINKLER HEADS TO BE LOCATED INSTITUTE. 1/2 AIR D PER CODE. SHOP DRAWINGS ARE REQUIRED TO BE SUBMITTED TO THE FLATLEY COMPANY FOR 6. NO OPENINGS SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE WRITTEN APPROVAL OF THE 1-1/4"C W. o w APPROVAL PRIOR TO INSTALLATION. STRUCTURAL ENGINEER OR THE ARCHITECT. 1-1/4"H.W. o 7. PROVIDE 2-#5 BARS, TOP, BOTTOM, SIDES AND DIAGONALLY AT CORNERS OF ALL OPENINGS IN CONCRETE W EXCEPT AS OTHERWISE NOTED, SUCH BARS SHALL EXTEND 2'-6" BEYOND OPENINGS IN ALL DIRECTIONS. I I Q 8. ALL REINFORCING TO BE SUPPORTED IN FORMS, SPACED WITH NECESSARY ACCESSORIES AND SECURELY I I a WIRED TOGETHER IN ACCORDANCE WITH CRSI RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS. I I I I 208/3PH/10A 9. ALL REINFORCING SHALL BE LAPPED 40 BAR DIAMETERS (1'-0" MIN) EXCEPT AS OTHERWISE NOTED. I I -� 11 9 I pn STRUCTURAL STEEL, BAR JOISTS, AND METAL ROOF DECK: I I I Z 20813PH/10.9A O N 1. STRUCTURAL STEEL TO CONFORM TO THE REQUIREMENTS OF THE AISC. MATERIAL SHALL CONFORM TO I FLUORESCENT STRIP LIGHTS ABOVE i 1/2 AIR cn ASTM SPECIFICATIONS A36. 1-1/4�C.W. a w 2. WELDING SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICAN WELDING SOCIETY. 1-1/4 H.W. Q 3. CONNECTIONS SHALL BE AISC STANDARD UNLESS OTHERWISE NOTED. SHOP CONNECTIONS WELDED; I I I 208/3PH/10A FIELD CONNECTIONS 3/4" REGULAR BOLTS. ( t 4. PROVIDE TEMPORARY BRACING TO HOLD STEEL IN PLACE DURING ERECTION. I �-� _ U 12 1/2"C.W., 1/2-H.W. 5. SHOP PAINT STEEL, NOT ENCASED IN CONCRETE, WITH GREY OXIDE PRIMER , v = -� I o 6. STEEL ENCASED IN EXTERIOR MASONRY WALLS TO BE COATED WITH BITUMIN. - � 7. STEEL ANGLE LINTELS IN PAIRS SHALL BE PLUG WELDED OR BOLTED TOGETHER AT 2'-0" ON CENTER � I � � I � PROVIDE 6" BEARING AT EACH END UNLESS OTHERWISE NOTED. 8. PROVIDE STEEL ANGLE LINTELS OVER ALL INTERIOR AND EXTERIOR OPENINGS IN MASONRY WALLS, AS L _- l L J 208/3PH/7.7A a M FOLLOWS: ONE ANGLE FOR EACH 4 INCHES OF WALL THICKNESS UNLESS OTHERWISE NOTED. I 1/2" AIR ch 1-1 4"C.W. v CEILING FAN ABOVE FLOOR DRAIN / � m _� z L - 4 BY 3 1/2 BY 5/16 FOR SPANS LESS THAN 5 FEET 1-1/4"H.W. L - 5 BY 3 1/2 BY 5/16 FOR SFANS 5 FEET TO 7 FEET a Go L - 6 BY 3/ 1/2 BY 3/8 FOR SPANS 7 FEET TO 9 FEET ' ! `--_.- - --- . Z 9. STEEL JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE 208/3PH/20A Li RECOMMENDATIONS OF THE STEEL JOIST INSTITUTE. MATERIAL SHALL CONFORM TO ASTM-A3 }. 6. v co �) a w FABRICATOR SHALL BE AN INSTITUTE MEMBER. PROVIDE CEILING EXTENSIONS. - � Q Q 0 10. METAL ROOF DECK SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE 0 o c,) a RECOMMENDATIONS OF THE METAL ROOF DECK TECHNICAL INSTITUTE. WELD DECK TO SUPPORTS AT -- - -- -- .- - 7 12" ON CENTER. 2 �3PH f-- 11 NOTED. 1/2 SHALL BE SIZED AND SPACED IN .ACCORDANCE WITH S.J.I. SPECIFICATIONS UNLESS OTHERWISE 10808 AIR 12. STEEL JOISTS BRIDGING SHALL BE PLACED AND JOIST ENDS FIXED PRIOR TO THE APPLICATION OF ANY 1-1/4"C.W. 0 LOADS. ! ' 1-1/4"H.W. 13. ALL ROOF JOISTS BEARING ON MASONRY SHALL BE ANCHORED TO THE MASONRY WITH AN S.J.I. APPROVED JOIST ANCHOR OR AS NOTED ON THE DRAWINGS. i 14. JOISTS SHALL BE STOCKPILED AT THE JOB SITE IN A VERTICAL POSITION RESTING ON THEIR TOP OR o BOTTOM, AND SHALL BE ADEQUATELY SUPPORTED WITH WOOD BLOCKING. KEEP JOIST FREE OF MUD z I AND DIRT. , 15. IT SHALL BE THE STEEL ERECTORS RESPONSIBILITY TO SEE THAT JOISTS THAT ARE DAMAGED, KINKED, ( - t 206/3PH Ld L z BENT OR WITH BROKEN WELDS ARE NOT PLACED IN THE STRUCTURE. I I MASONRY: SCHEMATIC EQUIPMENT LAYOUT 120V 16 o 0, Q 1. HOLLOW LOAD BEARING CONCRETE MASONRY UNITS TO BE ASTM-C90 GRADE N-1 (NORMAL WEIGHT SCALE: 1/4" = 1'-0" Q Q AGGREGATE). UNITS SHALL GAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 2000 P.S.I. - - - -- l W Q AND SHALL BE 50% SOLID. _- ----- - - 2. MORTAR SHALL CONFORM TO ASTM-C270, TYPE S. GROUT SHALL CONFORM TO ASTM-C476, NOTES: r- j U Q Z (� 3. WALLS SHALL BE BRACED DURING CONSTRUCTION. SPACING OF BRACING SHALL NOT EXCEED A 1. SCHEMATIC EQUIPMENT LAYOUT AND SCHEDULE WERE PREPARED FROM DIMENSION OF TEN (10) TIMES WALL THICKNESS. INFORMATION PROVIDED BY THE FLATLEY COMPANY. IT IS NOT INTENDED Q }- � Z 4. FURNISH AND INSTALL DUR-O-WAL REINFORCING IN ALL MASONRY WALLS AND PARTITIONS AT 16 INCH TO SHOW ALL EQUIPMENT AND ALL REQUIRED HOOK-UPS. CONTRACTOR cr_ Q INTERVALS (EVERY OTHER BLOCK JOINT) EXCEPT AS OTHERWISE NOTED, SHALL COORDINATE WITH THE OWNER AND VERIFY THE WORK REQUIRED Q or- 5. ALL MASONRY REINFORCING TO BE FURNISHED BY THE MASONRY CONTRACTOR. TO PROVIDE ELECTRICAL AND PLUMBING CONNECTIONS FOR ALL EQUIPMENT, W= z W 6. PROVIDE THREE (3) SOLID COURSES TWENTY FOUR INCHES (24") MINIMUM OF SOLID MASONRY UNDER SHOWN OR NOT. U _ ENDS OF ALL BEAMS, ANGLES, AND JOISTS BEARING ON MASONRY, OR AS OTHERWISE SHOWN ON THE DRAWINGS. GENERAL CONTRACTOR TO NOTIFY THE ARCHITECT WHEN DEMOLITION IS COMPLETE FOR SITE INSPECTION, VERIFICATION OF EXISTING STRUCTURAL CONDITIONS. THIS MUST OCCUR PRIOR TO NEW CONSTRUCTION. U) Lit % 0 Z A - 2 C:\D\FLA7i\9355A2 00 N 0 o � N � I � 10 00 z 0 V) I#ROFILE OF MANSARD _-- 45'-1' Z w 0 «'-8" _ 22'-1 1" STAIR w Z z W 6"X8"X3/9' _QEARING PLATE . 22'-8" l f-' cc -' � W f— 1"x1" CONTINUOUS HORIZONTAL' 1 PROPOSED ADDITION EXISTING BUILDING I ►- m W z BRIDGING, 2 ROWS TYPICAL. 2'-0"x4'-0"x12" FOOTING �" U /� WITH (4)#5's x 3'-6" REMOVE EXISTING MOTOR LODGE CO U ---_- - - ---- AND (4)#5's x 1'-6" —� I EXISTING Z -- - — - - BOILER - C� EXISTING WALL & ROOF STRUCTURE I - I — - _ __ EXISTING WINDOWS TO BE REMOVED I Y ___ --- AND REPLACED W BUILDING - - -- 00 +F--18"x 12" FOOTING WITH / c� I W 3 1/2" DIA. STEEL , , j �- C' , Z 0 ----------.._ __ _..---------.----_ -_ ___-_ STANDARD WINDOWS WITH THE I 'D I D �LOU PIPE COLUMN WITH > ; (3)#5's CONTINUOUS, .o 1 l Q F- _ 8" NEW SILL BEING ABOVE �� w w 8 X8 X3/8" CAP N m ; - ; MIN. 4'-0" BELOW GRADE I B _____ ._ _-- C z [THE NEW ROOF SYSTEM 1 mo o - w 0 A � z z o f A l L - - J W (-- - - - -`,- - 1 Y I ! w AND BASE PLATES 1 Q I i ' SILL OF EXISTING WINDOWS I I ! o N (ANCHOR BASE PLATE '� 8" CONCRETE WALL WITH I x a Q / I I _ TO EXISTING FOUNDATION #5 DOWELS AT 40" O.C. REMOVE EXISTING WINDOWS a p Cr t _ f TOP OF STL � AND CAP PLATE TO 3 TO CMU WALL. I FOR RELOCATION. REMOVE r - ° U J I- 9'-5 OT.O.N. (LOW) z - I ! 1 a NEW W10X26) o b WALL BELOW AND BETWEEN I' Lu W ' I ' 12K5 LOW AND 12K5 HIGH cn WALL I ANDFOFOOTD NG, VERIFY 1 ' o w w FRAMING PLAN FOR NEW �+ ! REMOVE o 0 `- " I" F- o WINDOW OPENINGS SEE }- z a'-1 o soFFrr ! o j W10X33 BEAM T.O.S. I 1 , _3" `� / ! I LINTEL AND COLUMNS. 11 i EXISTING, _ _J - - - - - --"• ''' - ; 2'-6"x5'-0"x16" FOOTING ( - o ! ! STORAGEt I-- i J I 1/4"/FT. MIN. W 6'-3t O HEAD C D I I 1 W WITH (4) 5's x 4'-6" I �' �r z I I w I ! TANK I W Q Q MATCH EXISTING HEAD HEIGHTS I I x x z ; ; AND (6)15's x 1'-6" i O I I ___•- ------_-.-- A1 Al I E o o _ i E o I 1 z W ! ( 0 2-4"X3 1/2"X3/8" I Al 3 3 3 - I oe Q o I I i III — — — ��' Q W I ANGLES WITH 6" j 12"0 CONCRETE PIER 2 i A l 1 1 I 3 (� 111 W m O ! W6X15 COLUMN 1 \ BEARING AND 4'-0" I ¢ WITH (4)#6 DOWELS FROM I I 2 C1, w � p MAXIMUM SPAN I /Y ( FOOTING W/ #3's AT ,2" -- '� A I `r V) B EXISTING LAUNDRY f �"' �n 0 ! 0 1 0 o ; ' j 8"x8"x5 8" BASEPLATE W/ ---- Al ,/ Al a A _ , 1 / I U 0 I EXISTING WINDOW TO REMAIN w w =-__ O SILL % 1 4"/FT. I 1/8"/FT. a 3 m = I Q o , . , (2) 3/4 0 ANCHOR BOLTS ( -.. . O MIN. ( MIN. z I DISCONNECT, REMOVEAgE � MATCH EXISTING SILL HEIGHTS � '� � 3 1/2" DIA. STEEL � � 5" CONCRETE SLAB WITH I ' 3 AND RELOCATE I I 0'-O" 0 FINISH FLOOR t ih I N M M PIPE COLUMN WITH I " $"XS'X3 8" CAP ' 6x6 1.4x 1.4 W.W.F., OVER I 1" EXPANSION JOINT b' TE EXISTING 1 I ® i m x / 6 MIL POLY VAPOR BARRIER I I1. TELEPHONE & WATER LINES FINISH GRADE 1 tv AND BASE PLATES / / ON 6" COMPACTED GRAVEL.—� O F I I _ (ANCHOR BASE PLATE ; o C i D ' IN COORDINATION WITH THE Z 8"x8"x5 8"ANCHOR AB W 1 I I LEY COMPANY \ (2) 3/4"0 ANCHOR BOLTS \ I I N I a TO EXISTING FOUNDATION �;( I I AND CAP PLATE TO 1/2" PRE-MOLDED 1 I � - C o ; 12"0 CONCRETE PIER— I I !�1 I JOINT FILLER, TYP. A l I A l W ! I NEW W10X26) I 1 WITH (4)#6 DOWELS FROM I ! /t -- FOOTING W/ #3's AT 12" L ' 2'-6"x5'-0"x16" FOOTING 14 r,-:z wrrH (4>-0"x12" FOOTING I ° WfTH 4 5's x 3'-6" FIBERGLASS I Z o 0 AND (4) 5's x V-6" SHINGLES + J i WITH (4) 5's x 4'-6" I `-� t/ \ _ , . ------ AND (6) 5's x 1'-6" I t- ------------- -------------------- ---------------- METAL j L — — — — — — — — — — — —-- — • FLASHING _ A SECTION / SCHEME 'A' - -- - DRILL EXISTING FOUNDATION WALL _ (2) 3'0"x7'0' INSULATED Al SCALE: 1 4" 1'-0" 2-4"X3 1/2"X3/8" AND INSTALL #5 DOWELS AT 12" PROFILE OF ROOF i - GALVANIZED STEEL DOORS �+ z / ANGLES WITH 6" ON CENTER WITH 12" EXTENDING � LINE OF BUILDING BELOW ABOVE � AND FRAME, BLDG. STANDARD I BEARING INTO NEW WALL. FULLY GROUT. _ W/BLDG. STANDARD HARDWARE � 6"X8'X3/8" BEARING PLATE (TYPICAL TWO PLACES) REMOVE EXISTING 8'-2 M.O. 8' -2" f (PAINTED) ►4 F FENCE DOUBLE ANGLES TO MATCH Al 22,_8" ■ A TOP CHORD OF JOIST CANTILEVER �— PROPOSED ADDITION L -7 ,''-8" I a v O FRAMING PLAN FOUNDATION PLAN EXISTING MOTOR LODGE Rs SCALE. 1 /8" = 1'-0" - ROOF PLAN FLOOR PLAN SCALE /8 = -0" SCALE: 1/8" = 1'-O" SCALE: 1/8' = 1'-0" 4x3-1/2x3/8 CONT ANGLE EXISTING WALL & ROOF STRUCTURE WELDED TO STUDS Ii NOTE: HVAC, MECHANICAL, ELECTRICAL AND PLUMBING REMOVE EXISTING WINDOWS AL 11 REMOVE EXISTING WINDOW AND REPLACE W/ NEW 12'-3" 0 T.O.M. (HIGH) - — - It AND INFILL CONSTRUCTION TO BE COORDINATED AND INSTALLED BY OWNER BUILDING STANDARD WINDOWS. N p TO MATCH EXISTING NEW WINDOW SILL TO BE I MINIMUM 8" ABOVE ROOF BEARING WALL OF I Al SURFACE. INFILL WINDOW 4" METAL STUDS I TOP OF STL --- BOPENING UILDING S REQUIREDA WITH (14 GA) AT 16" O/C REMOVE EXISTING REMOVE EXISTING CONSTRUCTION TO MATCH !I THRU—WALL UNITS 8'-1` O SOFFIT WINDOW ON THIS WALL ADJACENT SURFACES o FL-LLW10X33 BEAM o T.O.S. 6'-3t O HEM 12'-7 1/2" O HIGH ROOF i 12'-7 1 \qFMATCH EXISTING HEM HEIGHTS NEW W10x LINTEL AT I / OPENING IN EXISTING ! 11 Iy ! I I I I /t O HIGH ROOF -- 1 III 1 L 9'-1 i 1 2' O LOW ROOF _ _ _ �, 1 WALL. SEE FRAMING a, x 19'-1 1 LOW ROOF �4 ; i \ I 7'-9' O SOFFIT ti- 1 2" O �* 3/8" PRE-MOLDED JOINT FILLER I t1 I ,> �n s -- - ---- _- ------ - -------- - -- -- -- - --- L_L 7'- 9" O SOFFIT --- _ __ --- ! II 1 _ III ^ f - 5" REINFORCED CONCRETE SLAB W/ T_. --- I 1'-6't O SILL 6x6 1.4x1.4 WWF, STEEL TROWEL FINISH. PITCH TO FLOOR DRAINS. I l •, __. _._ _ __ __ ,••I MATCH EXISTING SILL HEIGHTSNZ -- - -- — — -- -- _i I I 0'-0" O FINISH FLOOR _- - ! - 0'-0" ® FINISH FLOOR - - -._ --- - -- - ------ =-_- --- -; GRADE GRADE _ - --- _ _- _ O'-0" O FINISH FLOOR GRADE N _--- - z Z 6 MIL POLY VAPOR BARRIER - - - _ - - - - - 6" COMPACTED GRAVEL ---------------------------------------------- ° U ___________________ ---------------------------------------------- L---------------------------------------_.-r ___________________ 2" RIGID INSULATION AB A 0 A' Al EXISTING BUILDING 1 PROPOSED ADDITION PROPOSED ADDITION EXISTING BUILDING z PROPOSED ADDITION z 7� f 1 ELEVATION 3 ELEVATION vi B BUILDING SECTION 2 ELEVATION A 1 SCALE: 1 Er = 1'-0" / A l SCALE: 1/8" = 1'-0" X Al SCALE: 1/4" = 1'-(r A 1 SCALE: 1/8" = 1'-0" W z W C9 V) \ z N (/) N Q 2'-9" EXISTING BRICK VENEER WALL. RAKE OUT— v MORTAR JOINT FOR INSTALLATION OF � Q COUNTER FLASHING. O N CARLISLE BALLASTED MEMBRANE w SEALANT STEEL ANGLES IN PAIRS ROOFING SYSTEM 4-2X6 P.T. BLOCKING �- v CANTILEVER TOP CHORD GALVANIZED METAL COUNTER FLASHING TO MATCH TOP CHORD OF ANCgORED AT w OF TRUSSES TRUSSES AT 3'-0" O/C 3" POLYISOCYO N IRATE 25 PSI 4'-0 O.C. 0 I O INSULATION GALVANIZED METAL GRAVEL STOP o w CONTINUOUS CLEAT FASTENED AT 12" O.0 c.� CARLISLE ADHERED ° n CONTINUOUS CLEAT METAL FLASHING BELOW I BONDING ADHESIVE 1 w I � oo/ MEMBRANE ROOFING o�,' w = ± N ROOFING MEMBRANE AND TAPERED INSULATION z 2'-8' -' ABOVE SHINGLES ROOFING MEMBRANE BOTTOM OF z w TOP OF JOIST - 2 / " _ y _ CONTINUOUS EXPANSION JOINT COVER FLASHING w m N O v CNIY 3 4 FRS PLYWOOD 3" POLYISOCYON IRATE 25 PSI > I w ( )2x6 P.T. NAILERS INSULATION z w o ui 5/8" GYPSUM BOARD - < ' - 5 8' GYPSUM 3 i,� U) o ! TURN DIRECTION OF METAL CARLISLE ADHERED MEMBRANE 2x4 FIRE RETARDANT PRESSUR/E / - _ BOARD CANT STRIP I Ln Q Q O TOP OF GRAVEL STOP w U-' DECKING 90 DEGREES f 1-1 2" 20 GAUGE 1 TREATED WOOD FRAMING TYP. (2)2x6 P.T. BLOCKING zi o o / AT 16" 0/C 1 1/2"-20 GAUGE GALVANIZED GALVANIZED METAL DECK METAL DECK FESCO BOARD MECHANICALLY BIRD ARCHITECT 90 SHINGLES ADHERED EPDM ROOFING MEMBRANE i FASTENED r- - - �- 12K5 O 3'-0" O.C. �{ R-30 RIGID INSULATION 12K5 O 3'-0" O.C. 30# FELT I IBALLAST CANT STRIP METAL DRIP EDGE---�/ 4"x8'x3 8" BEARING PLATE WiTH ° 0 3/4" FRS PLYWOOD ~ ! / N r - N AT EACH JOIST CARLISLE BALLASTED MEMBRANE 1 x6 FASCIA BOARD ! 1 1/2"0 x 16" ANCHOR, TYPICAL ROOF . _ ROOFING SYSTEM / I I 4" METAL STUDS AT 16" 0/C _ I 1/2" EXT. GRADE PLYWOOD SOFFIT � CONT REINF FOND BEAM 1" EXPANSION JOINT I I 3" PO LYISOCYON IRATE 25 PSI INSULATION 3" MIDGET LOUVERS AT 36" 0/C I W'T`' 2 #5's FLU.. SOLID � z R-13 FOIL FACED F.G. BATTS ikl' ONi RETE SOFFIT RECESSED DOWNLIGHTS AT 6"-0" O/C O Q CANTILEVER ANGLES OVER 5/8" TYPE 'X' GYPSUM BOARD, - TAPED, COMPOUNDED AND 8' C.M.U. BLOCK W 5/8" GYPSUM BOARD I Q EXTERIOR WALL TO CARRY 3/4" 1/4 ROUND / EXPANSION JOINT FILLER 0 f-- PAINTED I5 OS AND IKORCONCRETE FILR HDENSETY GALVANIZED ROOF ROOF AND MANSARD 1X3 RED CEDAR TRIM BOARD CELL 0 SEE DETAIL C/A-1 FOR TOP OF JOIST INSULATION ALL CELLS. INTERIOR REMAINDER OF NOTES i (2)2x6 P.T. NAILERS RED CEDAR PREFINISHED CLAPBOARDS FACE PAINTED. 12K5 JOIST Q Z V 4" TO THE WEATHER WlOX33 BEAM �- 0 Z 12K5 O 3'-0" O.C. 5/8" GYPSUM BOARD 1 2" EXTERIOR GRADE / W6X15 COLUMN EXISTING STUD WALL 0 PLYWOOD Z W 1 1/2"-20 GAUGE GALVANIZED 1 X3 WOOD STRAPPING VA METAL DECK J � 1 F DETAIL / CANTILEVERED FRAMING E DETAIL / VERTICAL ROOF HEIGHT TRANSITION C DETAIL / MANSARD AND SOFFIT p DETAIL / ROOF O EXISTING WALL Al SCALE: 3/4" = 1'-0" Al SCALE: 1" 1'-0" Al SCALE: 3/4" = I'-p" Al SCALE: 1-1/2" 1'-0" — A 1 C:\D\FLAT\9355#1 •v GENERAL NQTJS,; DEMOLITION NOTES: 00 N 1 GENERAL CON ITI N ; THE GENERAL CONDITIONS FOR THIS CONTRACT SHALL BE AIA 1. REMOVE EXISTING STUD AND GYPSUM BOARD PARTITIONS. PATCH AND REPAIR FLOOR, WALLS AND DOCUMENT A201 1987 EDITION) EXCEPT AS HEREIN AMENDED. CEILING DISTURBED DUE TO NEW CONSTRUCTION AND PREPARE TO RECEIVE NEW FINISH. o v) 2. SCOPE: WORK TO INCLUDE DEMOLITION AND CONSTRUCTION AS INDICATED ON THE DRAWINGS 2. REMOVE EXISTING DOORS AND FRAMES. o AND SPECIFIED HEREIN. EACH CONTRACTOR TO FURNISH ALL LABOR AND MATERIALS 3. REMOVE EXISTING CEILING, STRAPPING, BULKHEADS, LIGHT FIXTURES, EMERGENCY ,LIGHTS, SPRINKLER -- ------- ----- - --- `j NECESSARY FOR A COMPLETE INSTALLATION. EACH CONTRACTOR SHALL RESPECT THE WORK HEADS AND SUSPENDED CEILING SYSTEM IN THEIR ENTIRETY. (EXISTING LIGHT FIXTURES TO BE , OF OTHER CONTRACTORS AND ARE RESPONSIBLE FOR AND LIABLE TO REPAIR OR REPLACE REMOVED AND STORED FOR REUSE AS DIRECTED BY THE FLATLEY COMPANY REPRESENTATIVE). EQUIPMENT SCHEDULE 00 Q ANY DAMAGE CAUSED BY THEIR WORK. 4. REMOVE EXISTING HEATING, VENTILATION AND AIR CONDITIONING DUCTWORK, REGISTERS, FRAMES AND _ 3. CODES: ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH LOCAL AND STATE PLUMBING AS REQUIRED FOR THE RENOVATION OF THIS SPACE, COORDINATE WITH OWNER FOR CODES AND REGULATIONS HAVING JURISDICTION. THE CONTRACTOR SHALL PROTECT AND EXTENT OF DEMOLITION. ITEM No. DESCRIPTION STATUS _ PLUMBING ELECTRICAL `O INDEMNIFY THE OWNER AND ARCHITECT AGAINST ANY CLAIM OR LIABILITY ARISING FROM ANY 5. REMOVE EXISTING FINISH MATERIAL TO EXISTING GYPSUM BOARD & PREPARE TO RECEIVE NEW FINISH. -' z L Cj H.W. C.W. W. GAS BTU AIR V. H.P. K.W. PH AMPS CONNECTION w SUCH CODE OR REGULATION. 6• ALL EXISTING FURNITURE AND EQUIPMENT ARE THE PROPERTY OF THE FLATLEY COMPANY. GENERAL O 4. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS, INSPECTIONS AND CONTRACTOR TO COORDINATE THEIR REMOVAL AND DISPOSITION WITH THE FLATLEY COMPANY 1 TOWEL FOLDER NEW 208 1/2 3 20 DIRECT a Z APPROVALS. REPRESENTATIVE. _- ______ __ _ - _ _ J Q tiJ Li 5. QUALITY: WORKMANSHIP SHALL BE OF THE HIGHEST TYPE, AND MATERIALS USED OR 7. EXISTING STEEL COLUMNS TO REMAIN. 2 DRYER - 50 LB EXISTING I 1-1/4- 250,000 208 3 10 DIRECT m Z SPECIFIED OF THE BEST QUALITY THAT THE MARKET AFFORDS. ALL INSTALLATIONS AND 8. REMOVE EXISTING ELECTRICAL HOME RUNS, CONDUIT AND MODIFY PANELS AS REQUIRED. - - ----- Ld Lv APPLICATIONS SHALL CONFORM TO THE MANUFACTURER'S SPECIFICATIONS. 9. THE GENERAL CONTRACTOR SHALL SAFELY SHORE, BRACE, OR SUPPORT ALL WORK AS REQUIRED. 3 DRYER - 50 LB EXISTING 1-1/4- 250,000 208 3 10 DIRECT 6. COORDINATION OF THE WORK: THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK THIS WORK SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND NO ACT, DIRECTION OR - -- - - - - Q OF ALL THE SUBCONTRACTORS AND MECHANICAL TRADES WHETHER THEY RECEIVE THEIR REVIEW OF ANY SYSTEM OR METHOD BY THE ARCHITECT SHALL RELIEVE THE CONTRACTOR OF HIS 4 DRYER - 100 LB EXISTING 1-1/4 360,000 208 3 12 DIRECT Z C� CONTRACT FROM THE CONTRACTOR OR THE OWNER. THE CONTRACTOR'S INSTRUCTIONS SHALL RESPONSIBILITY. - -- ----- - - < Z BE FOLLOWED BY ALL TRADES. 10. REMOVE EXISTING CHAIRS, TABLES, COUNTERS, SHELVES AND PARTITIONS. SEE NOTE 6. 5 DRYER - 100 LB EXISTING 1-1/4" 360,000 208 ! 3 12 DIRECT a- 7. MECHANICAL TRADES: THE MECHANICAL AND ELECTRICAL TRADES SHALL INSTALL THEIR WORK 11. REMOVE EXISTING FLOORING MATERIAL INCLUDING ALL CARPET AND PADS. SEE NOTE 6. - -- �" ,� a AS RAPIDLY AS THE OTHER WORK PERMITS AND SHALL COMPLETE THIS WORK BY THE TIME 12. REMOVE EXISTING TELEPHONE AND EXISTING WIRING. COORDINATE WITH LOCAL TELEPHONE COMPANY 6 SCALE EXISTING / RELOCATED 120 I DUPLEX THE OTHER TRADES HAVE FINISHED. AND THE FLATLEY COMPANY REPRESENTATIVE. INSTALL NEW TELEPHONE SYSTEM, COORDINATE WITH --- - - - --- + Q I••- m: 8. EXAMINATION OF THE SITE AND DOCUMENTS: THE CONTRACTOR, BEFORE SUBMITTING HIS THE FLATLEY COMPANY REPRESENTATIVE. 7 WASHER - 200 LB NEW 1-1/4" 1-1/4" 6" 1/2" 208 7.5 3 DIRECT l (1. Z 1n PROPOSAL, SHALL VISIT THE SITE AND EXAMINE FOR HIMSELF ALL CONDITIONS AND - - - - - -- W \.I 8 WASHER - 75 LB EXISTING 1-1 4" 1-1 4" 4" 1 2" Q LIMITATIONS WHICH EFFECT THE CONTRACT. THE CONTRACTOR SHALL CAREFULLY EXAMINE / / / 208 � 3 7.7 DIRECT 0 � a ALL CONTRACT DOCUMENTS. TITLES AND SUBDIVISIONS IN THESE DOCUMENTS ARE FOR ASBESTOS ABATEMENT - REMOVAL: O 9 WASHER - 135 LB EXISTING 1-1 4" 4" 1 U o W (n 4 1-1 CONVENIENCE, AND NO REAL OR ALLEGED ERRORS IN ARRANGEMENT OF MATTER SHALL BE / / /2" 208 3 10.9 DIRECT REASON FOR OMISSION OR DUPLICATION BY ANY CONTRACTOR. THE ARCHITECT HEREBY STATES, AND THE CONTRACTOR AND THE OWNER ACKNOWLEDGES, THAT - ---- ',� 9 SEPARATE ONTRACT THE OWNER RESERVES THE RIGHT TO LET OTHER CONTRACTS IN THE ARCHITECT HAS NO PROFESSIONAL LIABILITY OR OTHER INSURANCE, AND IS UNABLE TO 10 WASHER - 135 LB EXISTING 1-1/4" 1-1/4" 4" 1/2" 208 3 10.9 DIRECTLL CONNECTION WITH THE WORK. THE GENERAL CONTRACTOR SHALL AFFORD OTHER CONTRACTORS REASONABLY OBTAIN SUCH INSURANCE FOR CLAIMS ARISING OUT OF THE PERFORMANCE OF OR -- REASONABLE OPPORTUNITY FOR THE EXECUTION OF THEIR WORK AND SHALL PROPERLY FAILURE TO PERFORM PROFESSIONAL SERVICES, INCLUDING BUT NOT LIMITED TO PREPARATION OF 11 WASHER - 75 LB EXISTING / RELOCATED 1-1 le 1-1/4- 4" 1/2" 208 3 7.7 DIRECT � o 0 Z_ CONNECT AND COORDINATE HIS WORK WITH THEIRS. REPORTS, DESIGNS, DRAWINGS AND SPECIFICATIONS, RELATED TO THE INVESTIGATION, DETECTION, 10. GUARANTEE_ ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ABATEMENT, REPLACEMENT OR REMOVAL OF PRODUCTS, MATERIALS OR PROCESSES CONTAINING 12 WASH SINK EXISTING / RELOCATED 1/2" 1/2" 1-1/2" F" W \ ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE UNLESS SPECIFIED OTHERWISE FOR A ASBESTOS. ACCORDINGLY THE CONTRACTOR AND THE OWNER HEREBY AGREES TO BRING NO CLAIM LONGER PERIOD OF TIME ON CERTAIN ITEMS. FOR NEGLIGENCE, BREACH OF CONTRACT, INDEMNITY OR OTHERWISE AGAINST THE ARCHITECTS, HIS 13 WATER HEATING SYSTEM NEW 2" 990,000 N U 11. TRASH REMOVAL: PRIOR TO STARTING WORK, THE GENERAL CONTRACTOR SHALL PROVIDE A PRINCIPALS, EMPLOYEES, AGENTS AND/OR CONSULTANTS IF SUCH CLAIM IN ANY WAY WOULD - - LL- z V) W CONSTRUCTION DUMPSTER AND PICKUP SERVICE FOR ALL CONSTRUCTION DEBRIS (DUMPSTER INVOLVE THE ARCHITECT'S SERVICES FOR THE INVESTIGATION OF OR REMEDIAL WORK RELATED TO 13A - WATER STORAGE TANKS (2) NEW INLET AND OUTLET - 2-1/2" 120 DIRECT m LOCATION TO BE COORDINATED WITH THE OWNER). AT THE END OF EACH DAY, THE GENERAL ASBESTOS IN THE PROJECT. --- -- - ---� - __ _.--. W CIO CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE AND OR WITHIN THE THE CONTRACTOR FURTHER ACKNOWLEDGES AND AGREES TO DEFEND, INDEMNIFY AND HOLD THE 14 BOILER NEW I 2" 1,052,000 480 3 27 DIRECT m BUILDING. IF TRASH AND DEBRIS ARE NOT REMOVED, THE OWNER MAY (AT HIS OPTION) THE OWNER AND HIS ARCHITECT AND HIS PRINCIPALS, EMPLOYEES, AGENTS AND CONSULTANTS UO PAY FOR ITS REMOVAL AND BACK CHARGE THE CONTRACTOR. HARMLESS FROM ANY SUCH ASBESTOS-RELATED CLAIMS THAT MAY BE BROUGHT BY THIRD PARTIES 15 IRONER - FEEDER NEW 460 3 i 27 12. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT AS A RESULT OF THE SERVICES PROVIDED BY THE ARCHITECT PURSUANT TO THE OWNER-ARCHITECT - ------- - ---- - ------- -ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. AGREEMENT. IF DURING THE CONSTRUCTION OF THIS PROJECT, WORK INVOLVING FRIABLE ASBESTOS 15A IRONER - FOLDER NEW 208 2.2 3 10 13. HEATING, VENTILATION, PLUMBING, AIR CONDITIONING AND ELECTRICAL ARE PART OF THIS IS SUSPECTED OR ENCOUNTERED, THE OWNER OR THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED - - CONTRACT. THE CONTRACTOR SHALL COORDINATE THE LOCATION AND SIZE OF OPENINGS FOR IMMEDIATELY AND THE CONTRACTOR WITH HIS OWN FORCES, OR BY SEPARATE CONTRACT SHALL BE 16 AIR COMPRESSOR EXISTING / RELOCATED 208 10 i 3 DIRECT VENTS, PIPES, DUCTS, INSERTS, BOXES, HANGERS ETC.. H.V.A.C. IS BY THE OWNER, RESPONSIBLE FOR COMPLETE INVESTIGATION, REMOVAL AND DISPOSITION OF THE FRIABLE ASBESTOS - -- -- �-- - COORDINATE THIS WORK WITH THE FLATLEY COMPANY REPRESENTATIVE. HAZARD IN ACCORDANCE WITH APPLICABLE LAWS AND REGULATIONS. 14. ALL SECTIONS, DETAILS, MATERIALS, METHODS, ETC, SHOWN AND/OR NOTED ON ANY PLAN OR - - ----- -- ---- - I �- - - --- SECTION SHALL APPLY TO ALL OTHER SIMILAR LOCATIONS UNLESS OTHERWISE NOTED. I 15. THE GENERAL CONTRACTOR SHALL SAFELY SHORE, BRACE, OR SUPPORT ALL WORK AS ELECTRICAL NOTE;z; -- ---------- - - --- - --- - -- --- REQUIRED. THIS WORK SHALL BE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND NO ACT, DIRECTION, OR REVIEW OF ANY SYSTEM OR METHOD BY THE ARCHITECT SHALL RELIEVE THE 1_ ALL WORK SHALL BE PERFORMRD BY LICENSED ELECTRICIANS AND SHALL COMPLY WITH THE CONTRACTOR OF THIS REPONSIBILITY. MASSACHUSETTS ELECTRIC CODE, N.F.P.A. AND ALL APPLICABLE LOCAL CODES AND ORDINANCES. 16. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW NOR INDICATE ANY OR ALL FASTENING 2. THIS CONTRACTOR SHALL VISIT THE SITE TO VERIFY ALL EXISTING ELECTRICAL CONDITIONS, OR FRAMING TECHNIQUES/DEVICES, NOR BE ABLE TO SHOW ALL CONDITIONS PRESENT. CONFIRM EXISTING WIRING METHODS, QUALITY AND TYPE OF DEVICES, COVER PLATES, FIXTURES, ETC.. I 17. IT IS THE OWNERS RESPONSIBILITY TO SELECT ALL FINISHES: IE; PAINT/STAIN, VINYL WALL CONFIRM LOCATIONS OF NEAREST BRANCH CONDUIT PANELBOARDS. COVERING, FLOOR MATERIAL, CEILING MATERIAL, MOLDINGS AND ELECTRICAL RECEPTACLES, ETC.. CONFIRM WIRING FOR EXISTING DEVICES AND FIXTURES TO BE REMOVED AND SHALL BE DISCONNECTED BACK IT IS THE CONTRACTORS RESPONSIBILITY TO PURCHASE AND INSTALL ALL ITEMS AS THE OWNER TO NEAREST REMAINING DEVICE. ALL ABANDONED WIRING SHALL BE REMOVED, CONDUITS MAY REMAIN. -- SELECTS THEM. CONTRACTOR SHALL REFEED ANY EXISTING DEVICES TO REMAIN WHICH MAY HAVE BEEN 18. ALL WALLS AND CEILINGS TO BE 5/8" OR 1/2" GYPSUM BOARD, TYPE "X". FINISH/TEXTURE INADVERTANTLY DISCONNECTED. ALL WIRING SYSTEMS SHALL BE LEFT IN A SAF�( OPERATING CONDITION. Z g� TO BE SELECTED BY OWNER. 4. PROMDE EMERGENCY LIGHTING AND EXIT SIGNS COMPLYING WITH LIFE SAFETY CODE F H 19. CONTINUANCE OF BUSINESS: THE GENERAL CONTRACTOR SHALL MAKE PROVISIONS FOR CLOSING 5 5. PROVIDE BRANCH WIRING TO ALL NEW DEVICES AND LIGHT FIXTURES INDICATED ON PLANS. DO NOT OFF CONSTRUCTION AREAS FROM BUSINESS AREAS, KEEPING ALL UTILITIES IN OPERATION. < c 20. STORAGE: THE CONTRACTOR SHALL PROVIDE ON SITE WEATHER PROTECTED STORAGE SPACE, CONNECT RECEPTACLES AND LIGHT FIXTURES ON COMMON CIRCUITS. PROVIDE HOMERUNS TO NEAREST oa xy PANELBOARDS SIZED TO SUPPORT ALL NEW LOAD REQUIREMENTS. IE; TRAILER. STORAGE OF CONSTRUCTION MATERIALS IN THE EXISTING BUILDING WILL NOT BE a �,,, �,: PERMITTED. E• ALL NEW WIRING SHALL MATCH EXISTING BRANCH WIRING CONDITIONS, IE; CONDUIT & WIRE, "MC" ■ w 21. PROTECTION: THE CONTRACTOR SHALL CLOSE UP AND SEAL OFF (DUST FREE) ALL AREAS CABLE, OTHER. PROVIDE GROUND WIRE WITH ALL BRANCH CIRCUITS MINIMUM. NOT INVOLVED IN CONSTRUCTION, AND SHALL PROTECT ALL PUBLIC AND ADJACENT AREAS 7• ALL DEVICES SHALL BE PROVIDED WITH BACKBOXES, COVERPLATES AND BRANCH WIRING FOR A FROM DAMAGE COMPLETE SYSTEM. _ -- __-- -,-_-- - - - -i--- w O w n 22. TEMPORARY SERVICES THE CONTRACTOR WILL PAY FOR EXISTING SERVICES (WATER, TELEPHONE - - ` AND ELECTRICITY) AND WILL TURN OVER THESE SERVICES TO THE OWNER UPON FINAL GENERAL STRUCTURAL NOTES: THRU-WALL FAN � c� ACCEPTANCE OF THIS PROJECT (COORDINATE WITH A FLATLEY COMPANY REPRESENTATIVE). I ad 23. THE CONTRACTOR SHALL VERIFY LOCATION AND ACTUAL DEPTH OF ALL EXISTING SANITARY 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANY - - - - - ----- -- --- _� _ _ ' PIPING, STORM DRAINS, GAS AND WATER MAINS, ELECTRIC LINES AND PIPES. HE IS ALSO DISCREPANCI TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. I - --- - I U A oom i ADVISED TO VERIFY ACTUAL INVERTS OF SANITARY AND STORM LINES BY HAND DUG TEST PITS 2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT AND RECEIVE HIS APPROVAL " _j WELL IN ADVANCE OF TRENCHING AND CONSTRUCTION. ANY DISCREPANCY IN THIS PLAN AND BEFORE FABRICATION OF THE MATERIAL. � ( � ELECTRICAL ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE ARCHITECT. ALL NECESSARY PERMITS 3. ALL WORK SHALL- COMPLY WITH THE STATE AND LOCAL BUILDING CODE. ROOM AND APPROVALS MUST BE OBTAINED FROM PROPER AUTHORITIES. 4. DESIGN LIVE LOADS. I 13A ��Wlllllllll��fy 24. ARCHITECTURAL, MECHANICAL. ELECTRICAL_& SPRINKLER: EACH CONTRACTOR SHALL SUBMIT ROOF 40�J PER SQUARE FOOT j I 14 13 SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. 5. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, HEATING AND 25. ALL WORK IS NEW UNLESS OTHERWISE NOTED. VENTILATING, PLUMBING, ELECTRICAL. MECHANICAL DRAWINGS, AND THESE DRAWINGS SHALL BE j 480/3PH/27A ® ---- 26 DAMAGE; THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING BUILDING, 120V REFERRED TO FOR SIZE AND LOCATION OF OPENINGS, VENTS, PIPES, INSERTS, BOXES, AND HANGERS, i 2" GAS WALLS, CEILINGS, FLOORS, FURMTURE AND FURNISHINGS. DAMAGED SURFACES DUE TO CONSTRUCTION TO BE PATCHED, REPAIRED AND/OR REPLACED AS REQUIRED AND BLEND TO 6. ALL SECTIONS, DETAILS, MATERIALS, METHODS, ETC., SHOWN AND/OR NOTED ON ANY PLAN OR SECTION - I MATCH EXISTING ADJACENT SURFACES AT NO ADDITIONAL COST TO OWNER. SHALL APPLY TO ALL OTHER SIMILAR LOCATIONS UNLESS OTHERWISE NOTED.. "� II 27. THE GENERAL CONTRACTOR SHALL PREPARE A BOOKLET CONTAING: 7. SOIL BEARING CAPACITY SHALL BE VERIFIED BY THE OWNER; FOUNDATION AND FOOTING DESIGN SHALL FLOOR DRAIN II A. LIST OF SUBCONTRACTORS USED ON THIS JOB WITH NAMES, ADDRESSES AND BE MODIFIED BY A REGISTERED ENGINEER AS REQUIRED BY LOCAL CONDITIONS. VERIFY SOILS PRIOR I I I! TELEPHONE NUMBERS. TO INSTALLATION OF FOUNDATION WALLS, FOOTINGS, OR UNDERPINNING. B. ALL WARRANTEES AND INSTRUCTION MANUALS FOR EQUIPMENT AND MATERIALS 8. THE GENERAL CONTRACTOR SHALL SHORE, BRACE, SUPPORT AND/OR UNDERPIN EXISTING WORK AS p INSTALLED, WILL BE ISSUED TO THE OWNER PRIOR TO ACCEPTANCE OF BUILDING REQUIRED TO SAFELY INSTALL NEW WORK. THIS WORK SHALL BE THE FULL RESPONSIBILITY OF THE j II AND PRESENT BOOKLET TO OWNER PRIOR TO FINAL ACCEPTANCE OF OWNER. CONTRACTOR AND NO ACT, DIRECTION, OR REVIEW OF ANY SYSTEM OR METHOD BY THE ARCHITECT • 28. DEMOLITION: A. WORK SHALL INCLUDE, BUT NOT NECESSARILY BE LIMITED TO THE FOLLOWING SHALL RELIEVE THE CONTRACTOR OF THIS RESPONSIBILITY. 1. REMOVAL OF ALL EXISTING WALLS, CEILINGS do FLOORING MATERIAL AS 9. ALL WORK IS NEW UNLESS OTHERWISE NOTED. INDICATED ON THE DRAWINGS AND AS NECESSARY FOR THE INSTALLATION ` OF ALL NEW WORK. c COMPACTED FILL: CEILING FAN ABOVE 2. PROTECTION OF THE PREMISES AND THE PUBLIC DURING DEMOLITION WORK ) L, SUCH AS BARRIERS, SHORING AND BRACING. 3. PATCHING OF AREAS DAMAGED DURING DEMOLITION OPERATIONS THAT ARE 1. FOOTINGS TO REST ON FIRM UNDISTURBED SOIL OR COMPACTED FILL - 95% OF MAXIMUM DRY DENSITY NOT SCHEDULED FOR NEW FINISHES. (THIS ALSO INCLUDES SLABS ON GRADE). B. THE GENERAL CONTRACTOR SHALL OBTAIN ALL DEMOLITION PERMITS AND PAY 2. ALL SOFT OR UNSTABLE AREAS SHALL BE REMOVED AND REPLACED WITH COMPACTED FILL. ALL FEES AS REQUIRED BY LOCAL REGULATIONS. 3. SINK THROATS, IF ANY, SHALL BE CLEANED OUT AND SEALED WITH LEAN CONCRETE. 29. EXISTING UTILITIES: WATER LINES, EXISTING AND NEW MUST BE DISINFECTED IN CONFORMANCE 4. ALL GRADING, FILL, ETC. SHALL BE PERFORMED WITH THE DIRECT FULL TIME SUPERVISION OF A WITH ARMY SPECS. #4-1. EXISTING SEWER LINES TO BE CLEANED AFTER CONSTRUCTION IS SOILS ENGINEER. COMPLETED 5. PROVIDE 6 MIL POLY FILM VAPOR BARRIER UNDER ALL SLABS ON GRADE. 30. GYPSUM BOARD: GYPSUM BOARD SHALL BE 5/8" OR 1/2" FIRE CODE, 1/2" F.C.W.R. GYPSUM j p ---- BOARD TO BE USED IN ALL WET AREAS SUCH AS TOILET ROOMS, MATERIAL AS MANUFACTURED FOUNDATION: I BY U.S. GYPSUM OR EQUAL. FINISH (CEMENT ACCESSORIES AND TAPE OR SKIM COAT) ALL I 15 SWITCH BANK FOR JOINTS AND NAIL HEADS READY FOR PAINT, VWC OR PANELING. 1. FOUNDATION SHALL BE CARRIED ON FIRM UNDISTURBED MATERIAL CAPABLE OF SUSTAINING A BEARING ( LIGHTS AND FANS 31. LAY IN CEILING PANELS: LAY IN CEILING PANELS TO BE 24" X 24" LAY IN TILES WITH PRESSURE OF 4,000 LBS PER SQUARE FOOT. SEE GENERAL NOTES #7. I , 460/3PH/27AMP IN ADDITION MATCHING GRID. FURNISH ALL MATERIALS REQUIRED FOR A COMPLETE INSTALLATION. COLOR, 2. FOOTINGS SHALL NOT BEAR ON FROZEN SOIL AND FOOTING BEARING STRATA SHALL NOT BE LESS THAN j TYPE AND MANUFACTURER TO BE SELECTED BY OWNER. 4'-0" MINIMUM BELOW ADJACENT FINISH GRADE. 32. CARPET AND/OR TILE: CARPET AND/OR TILE AS SELECTED BY OWNER. 3. BACKFILL SHALL BE PLACED TO EQUAL ELEVATIONS ON BOTH SIDES OF FOUNDATION WALLS OR FLOOR 33. PORTABLE FIRE EXTINGUISHERS: PROVIDE WALL HUNG FIRE EXTINGUISHERS AS REQUIRED BY CONSTRUCTION MUST BE IN PLACE PRIOR TO BACKFILLING. � Iui FIRE MARSHALL. ;J 2/8/3PH/7.7A AIR F5� 34. HANDICAPPED REQUIREMENTS: �,; 1 2"" -C A. THE GENERAL CONTRACTOR WILL ACQUAINT HIMSELF WITH THE HANDICAPPED CONCRETE: El 1-1/4"C.W. 208/3PH/12A o CODES AND ADA TO INSURE THAT THIS FACILITY WILL BE IN COMPLIACE. THE 1-1/4 N.W. -_ _ Z FOLLOWING IS A PARTIAL LIST OF REQUIREMENTS: 1. ALL CONCRETE SHALL HAVE A ULTIMATE STRENGTH OF AT LEAST 3000 LBS PER SQUARE INCH AT 28 DAYS. j ® FLOOR DRAIN Q 1. AISLES: MINIMUM 36" WIDE. 2. REINFORCING STEEL SHALL COMPLY WITH THE REQUIREMENTS OF ASTM-A15 INTERMEDIATE GRADE BILLET 2. ALL DOORS WILL HAVE A MINIMUM OF 1'-d' CLEAR ON THE LATCH (PULL) STEEL ASTM-A185 FOR WIRE MESH. BARS SHALL BE DEFORMED TO ASTM-A305. SIDE OF THE DOOR. 3. STEEL REINFORCEMENT FABRICATION SHALL COMPLY WITH "MANUAL OF STANDARD PRACTICE FOR I g 3. DOOR MATS AND THRESHOLDS TO BE A MAXIMUM OF 1/2" HIGH. DETAILING REINFORCED CONCRETE STRUCTURES", LATEST REVISION AS ADOPTED BY THE AMERICANi 4. DOORS TO HAZARDOUS AREAS TO HAVE KNURLED HANDLES. CONCRETE INSTITUTE. 10 ! w 5. DOOR HARDWARE SHALL BE MOUNTED BETWEEN 36" AND 42" ABOVE FLOOR. 4. CONCRETE COVER: FOOTINGS AND WALLS - BOTTOM 3", SIDES 2" MINIMUM FOR STEEL REINFORCING. 208/3PH/12A 6. DOOR HARDWARE TO BE LEVER TYPE. 5. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE AMERICAN CONCRETE � 208/3PH/10AMP 208`3PH/10.9A n2. 35. SPRINKLER HEAD LOCATION: REFER TO N.F.P.A. STANDARDS. SPRINKLER HEADS TO BE LOCATED INSTITUTE. i 112 AIR o PER CODE. SHOP DRAWINGS ARE REQUIRED TO BE SUBMITTED TO THE FLATLEY COMPANY FOR 6. NO OPENINGS SHALL BE MADE IN ANY STRUCTURAL MEMBER WITHOUT THE WRITTEN APPROVAL OF THE 1-1/4"C.W. w APPROVAL PRIOR TO INSTALLATION. STRUCTURAL ENGINEER OR THE ARCHITECT. ! 1-1/4"H.W. - 7. PROVIDE 2-#5 BARS, TOP, BOTTOM, SIDES AND DIAGONALLY AT CORNERS OF ALL OPENINGS IN CONCRETE I I I t_ o EXCEPT AS OTHERWISE NOTED. SUCH BARS SHALL EXTEND 2'-6" BEYOND OPENINGS IN ALL DIRECTIONS. I ! ! a3 n 8. ALL REINFORCING TO BE SUPPORTED IN FORMS, SPACED WITH NECESSARY ACCESSORIES AND SECURELY ( I I Q WIRED TOGETHER IN ACCORDANCE WITH CRSI RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS. i ! 208/3PH/10A 9. ALL REINFORCING SHALL BE LAPPED 40 BAR DIAMETERS (1'-0" MIN) EXCEPT AS OTHERWISE NOTED. I I I M STRUCTURAL STEEL, BAR JOISTS, AND METAL ROOF DECK: I ! I ! I - I 208 f 3PH/10.9A -- Z 1. STRUCTURAL STEEL TO CONFORM TO THE REQUIREMENTS OF THE AISC. MATERIAL SHALL CONFORM TO I I I FLUORESCENT STRIP LIGHTS ABOVE , 1/2 AtR 1-1/4"C.W. ASTM SPECIFICATIONS A36. j I r \ ! W 2. WELDING SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICAN WELDING SOCIETY. i I I 1-1/4"H.W. 2 Q kl 3. CONNECTIONS SHALL BE AISC STANDARD UNLESS OTHERWISE NOTED. SHOP CONNECTIONS WELDED; 208/3PH/10A FIELD CONNECTIONS 3/4" REGULAR BOLTS. 1/2"C.W., 1/2-H.W. 4. PROVIDE TEMPORARY BRACING TO HOLD STEEL IN PLACE DURING ERECTION. - - 5. SHOP PAINT STEEL, NOT ENCASED IN CONCRETE, WITH GREY OXIDE PRIMER. I - ! O 6. STEEL ENCASED IN EXTERIOR MASONRY WALLS TO BE COATED WITH BITUMIN. ! _ 7. STEEL ANGLE LINTELS IN PAIRS SHALL BE PLUG WELDED OR BOLTED TOGETHER AT 2'-0" ON CENTER. ! I PROVIDE 6" BEARING AT EACH END UNLESS OTHERWISE NOTED. I 208 3PH/7.7A ~ 8. PROVIDE STEEL ANGLE LINTELS OVER ALL INTERIOR AND EXTERIOR OPENINGS IN MASONRY WALLS, AS 1/2� AIR FOLLOWS: ONE ANGLE FOR EACH 4 INCHES OF WALL THICKNESS UNLESS OTHERWISE NOTED. f CEILING FAN ABOVE FLOOR DRAIN 1-1/4"C.W. m z 1-1/4"H.W. m w L - 4 BY 3 1/2 BY 5/16 FOR SPANS LESS THAN 5 FEET i - 1 i ,,, L - 5 BY 3 1/2 BY 5/16 FOR SPANS 5 FEET TO 7 FEET a L - 6 BY 3/ 1/2 BY 3/8 FOR SPANS 7 FEET TO 9 FEET 208/3PH/20A Z z r 9. STEEL JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE Z Z Lli J N RECOMMENDATIONS OF THE STEEL JOIST INSTITUTE. MATERIAL SHALL CONFORM TO ASTM-A36. FABRICATOR SHALL BE AN INSTITUTE MEMBER. PROVIDE CEILING EXTENSIONS. w � Q 10. METAL ROOF DECK SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE METAL ROOF DECK TECHINICAL INSTITUTE. WELD DECK TO SUPPORTS AT f - -- 7 1 12" ON CENTER. I 11. BRIDGING SHALL BE SIZED AND SPACED IN ACCORDANCE WITH S.J.I. SPECIFICATIONS UNLESS OTHERWISE 112' AIR NOTED. 1-1/4"C.W. Q 12. STEEL JOISTS BRIDGING SHALL BE PLACED AND JOIST ENDS FIXED PRIOR TO THE APPLICATION OF ANY 1-1/4"H.W }- LOADS. 13. ALL ROOF JOISTS BEARING ON MASONRY SHALL BE ANCHORED TO THE MASONRY WITH AN S.J.I. APPROVED JOIST ANCHOR OR AS NOTED ON THE DRAWINGS. l 14. JOISTS SHALL BE STOCKPILED AT THE JOB SITE IN A VERTICAL POSITION RESTING ON THEIR TOP OR O BOTTOM, AND SHALL BE ADEQUATELY SUPPORTED WITH WOOD BLOCKING. KEEP JOIST FREE OF MUD Z AND DIRT. 15. IT SHALL BE THE STEEL ERECTORS RESPONSIBILITY TO SEE THAT JOISTS THAT ARE DAMAGED, KINKED, F�56 BENT OR WITH BROKEN WELDS ARE NOT PLACED IN THE STRUCTURE. 18 208/3PH Zi z MASONRY: SCHEMATIC EQ UIPMENT _L_AYOUT 120V 3 f=- � Q 1. HOLLOW LOAD BEARING CONCRETE MASONRY UNITS TO BE ASTM-C90 GRADE N-1 (NORMAL WEIGHT SCALE: 1/4" = l'-0" Q - ---- AGGREGATE). UNITS SHALL BAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 2000 P.S.I. LL1__.:_ -_ _ _ _ AND SHALL BE 50% SOLID. - -- -- 1- - -- 2. MORTAR SHALL CONFORM TO ASTM-C270, TYPE S. GROUT SHALL CONFORM TO ASTM-C476. NOTES: U Q Z U) 3. WALLS SHALL BE BRACED DURING CONSTRUCTION. SPACING OF BRACING SHALL NOT EXCEED A 1. SCHEMATIC EQUIPMENT LAYOUT AND SCHEDULE WERE PREPARED FROM O DIMENSION OF TEN (10) TIMES WALL THICKNESS. INFORMATION PROVIDED BY THE FLATLEY COMPANY. IT IS NOT INTENDED Q >_ 4. FURNISH AND INSTALL DUR-O-WAL REINFORCING IN ALL MASONRY WALLS AND PARTITIONS AT 16 INCH TO SHOW ALL EQUIPMENT AND ALL RE�)UIRED HOOK-UPS. CONTRACTOR ia� Q Z INTERVALS (EVERY OTHER BLOCK JOINT) EXCEPT AS OTHERWISE NOTED. SHALL COORDINATE WITH THE OWNER AND VERIFY THE WORK REQUIRED - W [] of Q 5. ALL MASONRY REINFORCING TO BE FURNISHED BY THE MASONRY CONTRACTOR. TO PROVIDE ELECTRICAL AND PLUMBING CONNECTIONS FOR ALL EQUIPMENT, �- " SHOWN OR NOT. L Ad 6. PROVIDE THREE (3) SOLID COURSES TWENTY FOUR INCHES (24 ) MINIMUM OF SOLID MASONRY UNDER ENDS OF ALL BEAMS, ANGLES, AND JOISTS BEARING ON MASONRY, OR AS OTHERWISE SHOWN ON THE DRAWINGS. GENERAL CONTRACTOR TO NOTIFY THE ARCHITECT WHEN DEMOLITION IS COMPLETE FOR SITE INSPECTION, VERIFICATION OF EXISTING STRUCTURAL CONDITIONS. THIS MUST OCCUR PRIOR TO NEW CONSTRUCTION. V) LLJ 1- I O z 1 A - 2 C:\D\FLAT\9355A2 ti