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Didio Basement Expansion Draft 190809 G001 DIDIO BASEMENT EXPANSION SCALE: LAKE GEORGE, NY AS SHOWN 8/09/19 } m Q 0 CLEVERDALE z 0 9L 9L N W 0 w o 4 o p z d w 'O 9L W Qj a 0 a Q CID W C a Lake GeorgeLd z (Dunham Bay Marsh) Z Y W Z 2i O SITE LOCATION — 2966 STATE RT. 9L U^ z LAKE GEORGE, NY 12136 v, TAX MAP I D #: 239.20-1-7 < 00a_ O X 0 W J Of 0 w U) N DRAWING LIST ' IIIIIIIIII ,II � Illll.11llllll � 0001 TITLE PAGE G 102 GENERAL NOTES I I IIIII C101 SITE PLAN I` �N Illl,.lclll"' �I II'I,I�I:;;IIIID A101 EXISTING & PROPOSED BASEMENT FLOOR PLAN II'I�Iclll T A201 EXTERIOR ELEVATIONS S101 STRUCTURAL NOTES & PLANS III, °IIIII�,,111I _ MI�IIIIIIIIIrI S501 STRUCTURAL DETAILS (11�1 � IIIOupIIII I�I punnmlp /III I � I. lionnul ( Ipngll1 1 IIIIIIpIIIrI N MI I �I Illunnlll� N MI` 11(I ,Illo��'I"Qi co (lyl`11111`If,nunl.lulV O DRAFT NOT FOR TACONIC JOB# CONSTRUCTION SHEET DRAWN BY: BCS DESIGNED BY: BCS lT/SANOLAAQVOFME NEW YOWSTA7EEDUCAAQNLAW APPROVED BY: CAL FW ANY PERSON TO AL7ER THEW PLANS, .9-MR1CAflO1IS ISSUED OR REPOWS/N ANY WAY, UNLESS HE/S AC7/NG UNDER ME D/REC77AV OF A LICENSED PROFL3.9aVAL ENGINEER. 0810912019 GENERAL NOTES PROJECT WHETHER OR NOT SPECIFICALLY INDICATED IN THESE ABBREVIATIONS DOCUMENTS. AT THE COMPLETION OF THE PROJECT, THE 43. THE DESIGNER SHALL BE CONSULTED FOR ALL MATTERS 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE GENERAL CONTRACTOR IS TO SUBMIT ALL EQUIPMENT REGARDING AESTHETICS, INCLUDING BUT NOT LIMITED TO, SOME OR ALL OF THE FOLLOWING ABBREVIATIONS MAY BE USED LATEST EDITION OF THE FOLLOWING: INTERNATIONAL INSTRUCTIONS, SPECIFICATIONS AND WARRANTIES TO THE FINISHES, COLORS, PROPORTIONS OF ALIGNMENTS. WITHIN THIS SET OF DRAWINGS: RESIDENTIAL CODE w/NEW YORK STATE SUPPLEMENT, NEW OWNER FOR ALL EQUIPMENT, FIXTURES, DEVICES MATERIALS G002 YORK STATE BUILDING CODE, THE NEW YORK STATE ENERGY AND COMPONENTS INCORPORATED INTO THE WORK. CONSERVATION CODE, FIRE DEPARTMENT REGULATIONS, UTILITY 44. ALL WORK MUST BE LEVEL, PLUMB AND/OR PARALLEL TO AFF - ABOVE FINISHED FLOOR COMPANY REQUIREMENTS, AND BEST TRADE PRACTICES. THE 22. THE GENERAL CONTRACTOR SHALL LEGALLY DISPOSE OF ANY EXISTING ELEMENTS AS SHOWN ON DRAWINGS. CL - CLOSET MOST STRINGENT CODE OR REQUIREMENTS SHALL APPLY. AND ALL CONSTRUCTION AND DEMOLITION DEBRIS AND ITEMS COL - COLUMN SCALE. NOT REQUIRED AND/OR SUITABLE TO BECOME PART OF THE 45. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONIC - CONCRETE 2. THE GENERAL CONTRACTOR SHALL COORDINATE ALL WORK WORK. CONSTRUCTION ARE NOT PART OF THESE CONTACT CONT - CONTINUOUS AS SHOW N PROCEDURES WITH THE REQUIREMENTS OF LOCAL DOCUMENTS. I - DOWN AUTHORITIES. 23. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DIA - DIAMETER CORRECTING ANY AND ALL DEFECTS (STRUCTURAL, COSMETIC, 46. WHERE EXISTING FIRE-STOPPING HAS BEEN AFFECTED DOT - DEPARTMENT OF TRANSPORTATION 3. THE DRAWING AND NOTES ARE INTENDED TO BE COMPLETE. OR OTHERWISE) THAT RESULT FROM OPERATIONS BY THE AND/OR WILL BE REQUIRED IT IS TO BE INSTALLED. ALL EA EACH m GENERAL CONTRACTOR SHALL PROVIDE ALL TEMPORARY FIRE-STOPPING IS TO BE CODE COMPLIANT AND COMPLY WITH SHOULD ANYTHING BE OMITTED FROM THE DRAWINGS, NECESSARY TO THE PROPER CONSTRUCTION OF THE WORK, PROTECTION, BARRICADES, WEATHER PROTECTION, LIGHTING, APPLICABLE DOB CODES AND REGULATIONS AND IS TO EQ - EQUAL HEREIN DESCRIBED, IT SHALL BE THE DUTY OF THE GENERAL WARNING DEVICES, ETC., AS REQUIRED BY ALL AUTHORITIES INCLUDE UL APPROVED DETAILS AND MATERIALS. ETC - ETCETERA CONTRACTOR TO NOTIFY THE ARCHITECT. AND/OR CONDITIONS REQUIRED TO COMPLETE THE PROJECT. FTG - FOOTING bi DURING THE COURSE OF CONSTRUCTION, THE GENERAL 47. UNLESS TESTING PROVES OTHERWISE EXISTING PAINT IS TO GC - GENERAL GENERAL CONTRACTOR Q 4. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE BE ASSUMED TO CONTAIN LEAD AND SUCH REMOVED, PERFORMANCE OR THE WORK OF THE GENERAL CONTRACTOR, SITE IN A WEATHERPROOF AND THEFT PROOF CONDITION BOTH HANDLED AND DISPOSED OF AS PER REQUIREMENTS OF THE GFI - GROUND FAULT INTERRUPT OWNER, OR ANY OTHER SUBCONTRACTORS NOR SHALL THE DURING AND AFTER NORMAL CONSTRUCTION HOURS. EPA. GWB - GYPSUM WALL BOARD ARCHITECT GUARANTEE THEIR PERFORMANCE. HSS - HIGH STRENGTH STEEL 24. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY HT - HEIGHT 5. ALL WORK AND COMPONENTS ARE TO CONFORM TO THE PRECAUTIONS TO PROTECT THE EXISTING BUILDING AND 48. ANY ASBESTOS CONTAINING MATERIAL ("ACM") IS TO BE FILED CONTENTS FROM DAMAGE DUE TO DUST, THEFT, MOISTURE, FOR, REMOVED, HANDLED AND LEGALLY DISPOSED OF AS PER INSUL - INSULATION STANDARDS OF UNDERWRITERS' LABORATORIES, OSHA, AND VIBRATION, FUMES, AND OTHER DEMOLITION AND APPLICABLE CODES, RULES AND REGULATIONS TO BE MAX - MAXIMUM ALL STANDARDS OF SAFETY AND QUALITY ACCEPTED BY THE CONSTRUCTION HAZARDS DURING THE COURSE OF THE PERFORMED BY A FULLY AND INSURED ASBESTOS ABATEMENT MIN - MINIMUM . INDUSTRY. ALL WORK SHALL BE PERFORMED IN A TIMELY AND PROJECT COMPANY WITH COPIES OF AIR MONITORING REPORTS TO BE GOOD WORKMANLIKE MANNER, WITH ALL THE CARE AND PROVIDED TO THE MANAGING AGENT. IF DURING DEMOLITION MFGR - MANUFACTURER DILIGENCE THAT IS EXPECTED OF HIGH-QUALITY WORK. SUSPECTED ACM IS UNCOVERED IT IS NOT TO BE DISTURBED MFGRS - MANUFACTURER'S o 25. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE UNTIL PROPER TESTING IS PERFORMED AND, IF REQUIRED, 6. BEFORE COMMENCING WORK, THE GENERAL CONTRACTOR FOR PROVIDING ALL SITE AND SAFETY PROTECTION SUCH AS ABATED. NTS - NOT TO SCALE CL BUT NOT LIMITED TO FENCING, BARRIERS, ETC. IN OC - ON CENTER 0 SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH N ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES PL - PLATE w THE VILLAGE OF A ALL REQUIRED PERMITS ANDEPAYTALLI FEES REQUIRED BY BTAIN (OSHA, ETC.) TO PROVIDE FOR SAFETY OF THE PUBLIC AND 49. FIRE BLOCKING SHALL BE INSTALLED TO CUT OFF ALL PT - PRESSURE TREATED GOVERNING VILLAGE OF CHATHAM AGENCIES. THE PROTECTION OF THE SITE AND BUILDING. CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER PTD - PAINTED BETWEEN STORIES AND BETWEEN A TOP STORY AND THE PSI - POUNDS PER SQUARE INCH 7. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE 26. THE GENERAL CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY ROOF SPACE IN ACCORDANCE WITH CODE SECTION R602.8 PSF - POUNDS PER SQUARE FOOT FILING OF ALL APPLICABLE LIABILITY AND WORKER'S COMP. FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE INSURANCES AND OTHER REQUIRED DOCUMENTS WITH ALL EXECUTION OF THE WORK. PLYWD - PLYWOOD REGULATORY AGENCIES AS REQUIRED IN CONNECTION WITH 50. NOMINAL LUMBER (FULL WIDTH AND DEPTH OF SPACE) IS I - REQUIRED THIS WORK. ACCEPTABLE AS FIRE BLOCKING AS WELL AS ALTERNATE 27. THE GENERAL CONTRACTOR SHALL DESIGN AND INSTALL MATERIALS LISTED UNDER SECTION R602.8. REQ'T - REQUIREMENT ADEQUATE SHORING, TEMPORARY SUPPORT, BRACING, ETC. TO REINF - REINFORCED ui 8. EXISTING CONDITIONS ARE PROVIDED FOR INFORMATION SUPPORT BOTH NEW AND EXISTING STRUCTURE AS PROJECT SPECS - SPECIFICATIONS Z PURPOSES ONLY. THE GENERAL CONTRACTOR AND ALL CONDITIONS REQUIRE FOR A SAFE INSTALLATION OF NEW EXCAVATIONS AND FOUNDATIONS SUBCONTRACTORS SHALL VERIFY ALL INFORMATION AND CONSTRUCTION AND THE PROTECTION OF LIFE AND PROPERTY. SPF - SPRUCE PINE FIR THE GENERAL CONTRACTOR SHALL PROVIDE ALL REQUIRED 1. EXCAVATION IS TO EXTEND NO FURTHER THAN TO THE EXISTING CONDITIONS IN THE FIELD BY ACTUAL SITE SYP - SOUTHREN YELLOW PINE MEASUREMENT AND OBSERVATION PRIOR TO COMMENCING TEMPORARY SHORING AND BRACING TO SUPPORT EXISTING BOTTOM OF THE FOOTING FOR ANY NEW CONSTRUCTION. THE WORK. ANY DIMENSIONAL VARIATIONS OR DISCREPANCIES STRUCTURES AGAINST ANY MOVEMENT DURING CONSTRUCTION. GENERAL CONTRACTOR IS TO ENSURE THAT ALL NECESSARY T&G - TOUNGE AND GROOVE Z CARE IS TAKEN NOT TO UNDERMINE OR OTHERWISE DISTURB TBD - TO BE DETERMINED BETWEEN FIELD CONDITIONS AND PROPOSED NEW WORK EXISTING ADJACENT FOUNDATIONS TO REMAIN. TAKE ALL bi SHALL BE REPORTED TO THE ARCHITECT PRIOR TO 28. THE GENERAL CONTRACTOR SHALL PROVIDE FOR ALL PROPER NECESSARY PRECAUTIONS TO PROTECT EXISTING TREES, TYP - TYPICAL PROCEEDING WITH THE WORK. DO NOT SCALE DRAWINGS; BRACING, SHEET PILING, SHORING, DE-WATERING, ETC. AND LANDSCAPING AND OTHER SITE AMENITIES DURING EXCAVATION. UL - UNDERWRITERS LABORATORY WRITTEN DIMENSIONS TAKE PRECEDENCE. THE PROTECTION AND SUPPORT OF EXISTING AND ADJACENT UNO - UNLESS NOTED OTHERWISE STRUCTURES AND TREES THAT ARE TO REMAIN. PROVIDE FOR LY VERTICA- L 9. ALL THE DIMENSIONS INDICATED ON THE DRAWINGS ARE ALL UNDERPINNING AS REQUIRED DUE TO FIELD AND PROJECT 2• DURING EXCAVATION, THE GENERAL CONTRACTOR IS TO PAY VERT ( ) BASED UPON AVAILABLE INFORMATION AND SHALL NOT BE CONDITIONS. CLOSE ATTENTION TO THE SUB-GRADE AND SOIL CONDITIONS VIF - VERIFY IN FIELD ��//••�� USED FOR ORDERING OR FABRICATING MATERIALS. THE DISCOVERED WHICH COULD COMPROMISE THE INTEGRITY OR W/ - WITH V J QUALITY OF THE CONSTRUCTION OR CHANGE THE CONDITIONS W GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE 29. DO NOT DRILL OR CUT EXISTING STUDS, JOISTS, RAFTERS, OF THE CONTRACT DOCUMENTS. THE GENERAL CONTRACTOR W/O - WITHOUT ui FIELD PRIOR TO ORDERING OR FABRICATING MATERIALS. BEAMS, COLUMNS OR OTHER STRUCTURAL ELEMENTS UNLESS SHALL INFORM THE ARCHITECT WHEN ANY SOIL OTHER THAN WD - WOOD SPECIFICALLY DIRECTED TO DO SO BY THE CONSTRUCTION WELL-GRADED GRAVEL IS UNCOVERED. THIS SHALL INCLUDE O 10. ALL CONSTRUCTION DIMENSIONS GIVEN ARE TO THE FACE OF DOCUMENTS OR ARCHITECT. BUT NOT BE LIMITED TO: PEAT AND ORGANIC MATERIALS, 7 FRAMING AS SHOWN, UNLESS OTHERWISE NOTED. THE CLAYS, SILTS, FILL, ETC. FOUNDATION WORK SHALL NOT BUILDING CODE NOTES z EXTERIOR FACES OF ALL FOUNDATION WALLS ALIGN WITH THE 30. THE GENERAL CONTRACTOR SHALL DO ALL CUTTING, PATCHING, PROGRESS UNTIL THE ARCHITECT IS CONSULTED. EXTERIOR FACES OF STUD WALLS PRIOR TO SHEATHING, REPAIRING AS REQUIRED TO PERFORM ALL THE WORK UNLESS OTHERWISE NOTED. ALL COLUMN GRIDLINES ARE INDICATED ON THE DRAWINGS, AND ALL THE OTHER WORK 3. PROVIDE WATERTIGHT SLEEVES THROUGH FOUNDATION WALLS CODE: 2015 INTERNATIONAL RESIDENTIAL CODE DIMENSIONED TO THE CENTERLINE OF STRUCTURAL ELEMENTS THAT MAY BE REQUIRED TO COMPLETE THE JOB. AND FOOTINGS WHERE NECESSARY TO BRING UTILITY LINES WITH 2O16 NY STATE SUPPLEMENT UNLESS OTHERWISE SHOWN OR NOTED. THE OUTSIDE EDGES INTO THE BUILDING. ALL UTILITIES TO RUN THROUGH GRAVEL CODE n/ OF ALL EXTERIOR COLUMNS ALIGN WITH THE BUILDING LINE BED BELOW SLAB FOR STUBBING UP TO EQUIPMENT WHERE APPLICATION TYPE: L.L UNLESS OTHERWISE NOTED. DIMENSIONS OF WINDOW 31. PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY REQUIRED. USE DISTRICT: RESIDENTIAL W OPENINGS ARE TO CENTERLINES UNLESS OTHERWISE NOTED. PERSONS LICENSED (I IN THEIR TRADES, WHO SHALL REFER TO WINDOW SCHEDULE FOR EXACT WINDOW UNIT AND ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED z OPENING DIMENSIONS. DO NOT SCALE DIMENSIONS FROM SIGN-OFFS. PLUMBING AND ELECTRICAL SUBCONTRACTORS 4. PROVIDE WATERTIGHT SLEEVE THROUGH FOUNDATION AT BLUEPRINTS. ARE TO BE FULLY INSURED. REQUIRED HEIGHT FOR SEPTIC LINE EXIT PENETRATION THE ZONING CODE NOTES W BASEMENT SLAB SHALL BE A MINIMUM OF 4" THICK, OF 3000 11. MINOR DETAILS NOT USUALLY SHOWN AS SPECIFIED, BUT 32. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF PSI CONCRETE WITH 6" X 6" W2.9 X W2.9 WWF REINFORCING SITE DATA: NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR LAPPED AND TIED AT LEAST 1'-0" AT ALL EDGES. SAW-CUT 2966 STATE 1 91 LAKE GEORGE, NY, 12845 THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED PLUGGED. SLAB CONTROL JOINTS AT 24 HOURS AFTER POUR. CONTROL IN DRAWINGS. JOINTS TO BE 1.5" DEEP WITH A 0.125" - 0.25" KERF TAX PARCEL ID: 239.20-1-7 33. THE GENERAL CONTRACTOR, UPON COMPLETION OF THE WIDTH. SEAL JOINTS WITH BUTYL OR POLYSULFIIBASED YEAR BUILT: 1930 12. WORK NOT INDICATED ON A PART OF THE DRAWINGS BUT WORK, SHALL APPLY FOR CERTIFICATE OF OCCUPANCY, AND CAULK. PLACE THIS SLAB ON 6" BED OF CLEAN, BUILDING CLASS: RESIDENTIAL WELL-COMPACTED GRAVEL OR NYSDOT TYPE 2. PROVIDE 6 z REASONABLY IMPLIED TO BE SIMILAR TO THAT SHOWN AT SHALL ARRANGE FOR DEPARTMENT OF BUILDINGS INSPECTIONS NUMBER OF STORIES: 3 STORIES CORRESPONDING PLACES SHALL BE REPEATED. AND SIGN-OFFS REQUIRED TO OBTAIN CERTIFICATE OF MIL. POLYETHYLENE VAPOR BARRIER LAID BETWEEN GRAVEL w OCCUPANCY. AND SLAB. ACCESSORY BUILDINGS: NONE X LOT AREA: 0.17 ACRES o 13. DRAWINGS AND NOTATION/SPECIFICATIONS ARE RECIPROCAL. 5. THE EXCAVATION FOR ALL FOOTINGS SHALL HAVE LEVEL, LOT FRONTAGE: c7 ANYTHING SHOWN ON THE PLANS AND NOT MENTIONED IN 34. IN THE CASE OF CONFLICT BETWEEN THE NOTES, DRAWINGS w THE NOTATIONS/SPECIFICATIONS, OR VICE VERSA, SHALL HAVE AND SPECIFICATIONS, THE MOST RIGID REQUIREMENT SHALL SOLID AND UNDISTURBED BOTTOMS. ALL FOOTINGS SHALL LOT DEPTH: z GOVERN. BEAR ON VIRGIN, UNDISTURBED SOIL, MINIMUM DEPTHS AS THE SAME EFFECT AS IF SHOWN OR MENTIONED IN BOTH. IN PER DRAWINGS. ALL SOIL BEARING CAPACITY ASSUMED AS ZONING DISTRICTS W Z CASE OF A CONFLICT BETWEEN PARTS OF THE CONTRACT ONE TON (OR 2,000 POUNDS) PER SQUARE FOOT PER TABLE C O DOCUMENTS, THE FOLLOWING SHALL BE GIVEN PREFERENCE: 35. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL R401.4.1 (SOLD CLASSIFICATION SW, SP, SM, SC, M AND GC). LAND USE: RESIDENTIAL C SUBMIT SHOP DRAWINGS AND SAMPLES TO THE ARCHITECT IN GC SHALL VERIFY IN FIELD PRIOR TO SETTING FOOTING ZONING DISTRICTS: WATERFRONT RESIDENTIAL w �-^ A TIMELY MANNER UPON REQUEST. SHOP DRAWINGS SHALL FORMS. HISTORIC DISTRICT: NO ^ V zJ 1. LARGE SCALE DETAIL DRAWINGS. SHOW THE COMPLETE LAYOUT AND DETAILS OF ALL V J 7 2. LARGE SCALE PLAN AND SECTION DRAWINGS. STRUCTURAL WORK TO BE PERFORMED. THE GENERAL 3. SMALL SCALE DETAIL DRAWINGS. CONTRACTOR MAY NOT PERFORM WORK UNTIL THE SHOP 6. MAXIMUM SLOPE BETWEEN BOTTOMS OF FOOTINGS SHALL BE 4. SMALL SCALE PLAN AND SECTION DRAWINGS. DRAWINGS HAVE BEEN APPROVED. THE BETTER QUALITY OR ONE VERTICAL TO TWO HORIZONTALS (STEP FOOTINGS). GREATER QUANTITY OF MATERIAL SHALL GOVERN, UNLESS 15. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE DIRECTED OTHERWISE BY THE ARCHITECT. 7. FOOTING ELEVATIONS SHOWN ON FOUNDATION PLAN ARE O X FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, BASED ON AND CONSTITUTE THE BEST AVAILABLE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND 36. ANY AND ALL DEMOLITION, EXCAVATION, CARTING, REFUSE INFORMATION. IT MAY BE NECESSARY TO LOWER FOOTINGS W FOR COORDINATING ALL PORTIONS OF THE WORK. THE MATERIAL TO BE REMOVED AND LEGALLY DISPOSED BY THE DUE TO FIELD CONDITIONS IN ORDER TO REACH ADEQUATE 0 GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, GENERAL CONTRACTOR AS OFTEN AS NECESSARY TO MAINTAIN BEARING MATERIAL. FOOTINGS SHALL NOT BE CONSTRUCTED Q Lu MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND A CLEAN, SAFE AND ACCESSIBLE SITE. REMOVAL OF DEBRIS UNTIL SOIL, PREPARED FOR BEARING, HAS BEEN REVIEWED a PROGRAMS IN CONNECTION WITH THIS WORK. SHALL BE A PART OF THE CONTRACT PRICE AND THE AND APPROVED BY THE LOCAL AUTHORITY. GENERAL CONTRACTOR SHALL COOPERATE WITH THE BUILDING STAFF DURING ITS REMOVAL. UNDER NO CIRCUMSTANCES rn 16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SHALL MORE THAN 2 CUBIC YARDS OF DEBRIS BE STORED IN N COORDINATE ALL TRADES AND OTHER PORTIONS OF WORK THE AREA OF WORK. STRUCTURAL CONCRETE FOR B LDGS WITH THE ARCHITECTURAL DRAWINGS AND CONTRACT DOCUMENTS AND CONFORM TO THE PROJECT SPECIFICATIONS, 1. REFER TO S-001 FOR STRUCTURAL NOTES ON CONCRETE AN INCLUDING THE NEW YORK CITY BUILDING CODE AND ALL 37. ALL PERMITS ISSUED BY THE DEPARTMENT OF BUILDINGS CONCRETE SLABS. LOCAL, STATE AND FEDERAL REGULATIONS GOVERNING THE SHALL BE POSTED IN A CONSPICUOUS PLACE OPEN TO WORK. PUBLIC INSPECTION FOR THE ENTIRE TIME OF THE �r'/ II•••I�dl PROSECUTION OF THE WORK, OF THE USE AND OPERATION WOOD FRAMING OF THE EQUIPMENT OR UNTIL EXPIRATION OF THE PERMIT. 17. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE 1. REFER TO S-001 FOR STRUCTURAL NOTES ON WOOD. GENERAL CONTRACTOR'S SCHEDULES OR FAILURE TO CARRY I � OUT THE WORK IN ACCORDANCE WITH THE CONTRACT 38. PROVIDE AT LEAST 24 HOURS WRITTEN NOTICE TO THE I DOCUMENTS. THE ARCHITECT SHALL NOT HAVE CONTROL OVER COMMISSIONER OF THE BUILDINGS AND THE CONSTRUCTION CLIMATE & GEOGRAPHICAL DESIGNATION MANAGER BEFORE COMMENCING WORK. CONTROLLED 0 �II I••^•III OR CHARGE OF ACTS OR OMISSIONS OF THE GENERAL INSPECTION ITEMS REQUIRE 72 HOURS PRIOR WRITTEN NOTICE CRITERIA 0 I�IIII II••dll CONTRACTOR, SUBCONTRACTORS OR THEIR AGENTS OR . WEATHERING POTENTIAL: SEVERE EMPLOYEES, OR OF ANY OTHER PERSONS PERFORMING TO PERSONS RESPONSIBLE FOR INSPECTION II�•I�lu PORTIONS OF THE WORK. FROST LINE DESIGN: 4 FEET 39. NOTHING IN THESE PLANS, NOR THE ABSENCE OF TERMITE POTENTIAL: MODERATE INFORMATION SHALL BE CONSTRUCTED TO PERMIT WORK NOT IP ,�o 18. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL IN COMPLIANCE WITH CODE REQUIREMENTS. THE GENERAL DECAY POTENTIAL: SLIGHT COORDINATION, PHASING, ETC., PE ANY AND ALL TRADES CONTRACTOR IS RESPONSIBLE FOR ALL WORK TO MEET FULL �+ III��•III CID REQUIRED, WHETHER OR NOT SPECIFICALLY INDICATED IN 0 14••dll °� THESE DOCUMENTS, AND SHALL BEAR THE RESPONSIBILITY CODE COMPLIANCE, WHETHER INDICATED HEREIN OR NOT. DESIGN LOADS CRITERIA FOR ANY ASSUMPTIONS MADE. I 0iiii0 1. REFER TO STRUCTURAL DRAWINGS FOR LOADING CRITERIA. II•;ol � 40. THESE DOCUMENTS ARE NOT, AND DO NOT PURPORT TO BE ll����••III o 19. ALL TRADES SHALL CAREFULLY EXAMINE ALL DRAWINGS WHICH PERFECT. IT IS THE CLIENT'S AND GENERAL CONTRACTOR'S r MAY AFFECT THEIR WORK OR REQUIRE COORDINATION WITH RESPONSIBILITY - PRIOR TO THE START OF CONSTRUCTION THE WORK OF OTHER TRADES. AS SOON AS PROGRESS OF TO BRING TO THE ATTENTION OF THE DESIGNER PERCEIVED 1+ I II'••Ilp THE WORK PERMITS, ALL TRADES SHALL EXAMINE ALL OR ACTUAL DISCREPANCIES, ERRORS OR INCONSISTENCIES �) II••II Q LOCATIONS WITHIN THE PROJECT WHERE THEIR WORK IS TO DISCOVERED IN THE DOCUMENTS AND REQUEST ADDITIONAL BE INSTALLED AND REPORT TO THE ARCHITECT ANY INFORMATION, CLARIFICATION OR CORRECTION OF SUCH ITEMS it ��IiI it ••II' Q CONDITIONS WHICH MIGHT INTERFERE WITH OR OTHERWISE AND ISSUES. 0.,.11 II +I I IIO,,,,VII� V PREVENT THE PROPER EXECUTION OR COMPLETION OF THEIR ly I 1 + c\i WORK. A COORDINATION MEETING IS SUGGESTED BETWEEN 41. THE DRAWINGS INDICATE GENERAL ARRANGEMENT AND '� II" "''ll� N GENERAL CONTRACTOR, ARCHITECT AND OWNER TO REVIEW LOCATION OF SUCH ITEMS AS CONDUIT, CABLES, PLUMBING +� 0 ag•"'('ll x DRAWING INTENT, FIXTURE LOCATIONS, CODE REQUIREMENTS �� 1`,� ` m AND ELECTRICAL FIXTURES, SWITCHES, RECEPTACLES, ETC., PRIOR TO CONSTRUCTION. SHOULD A CONFLICT OCCUR APPLIANCES AND EQUIPMENT. THE EXACT LOCATIONS OF I`h, E:.,,,,,,,,II O IN OR BETWEEN ANY PARTS OF THE CONTRACT DOCUMENTS THESE ITEMS WILL BE GOVERNED BY BUILDING SITE AND DRAFT THAT ARE ENTITLED TO EQUAL PREFERENCE, THE MORE ACTUAL BUILDING CONDITIONS. THE GENERAL CONTRACTOR EXPANSIVE WAY OF DOING THE WORK, THE BETTER QUALITY SHALL MINOR ADJUSTMENTS AND ARRANGEMENTS OR OR GREATER QUANTITY OF MATERIAL SHALL GOVERN, UNLESS LOCATIONS SHOWN IN ORDER TO MEET STRUCTURAL OR TACONIC JOB# THE ARCHITECT DIRECTS OTHERWISE. ARCHITECTURAL CONDITIONS, OR BECAUSE OF INTERFERENCE NOT FOR WITH OTHER WORK, AND AT DESIGNER'S REQUEST, WITHOUT 20 THE MECHANCAL,LELEOCTRICALOANDHALL PLUMBING�CONT CONTRA ALL WORK CTH ADDITIONAL TORS CONTRACTOR SHALLE TO THE REQ EST ALIWALKTHE WALK-THROUGH WAL ITHTHE CONSTRUCTION SHEET COORDINATE LOCATIOSN OF SLEEVES, PIPING, DUCTS, CONDUIT DESIGNER TO LOCATE ALL SUCH EQUIPMENT PRECISELY, AND ELECTRICAL OUTLETS. PRIOR TO CONSTRUCTION OF PORTIONS AFFECTED BY LOCATION OF SUCH ITEMS. DRAWN BY: BCS 21. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL DESIGNED BY: BCS MATERIAL AND EQUIPMENT AS INDICATED IN THESE 42. GENERAL CONTRACTOR SHALL PROVIDE EXACT LOCATION OF DOCUMENTS UNLESS OTHERWISE INDICATED OR DIRECTED BY EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES lT/SA NacAnavOF ME NEW YORK STA 7E 6001 WNLAW APPROVED BY: CAL THE OWNER. ALL MATERIALS ARE TO BE NEW EXCEPT AS TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES MR ANYPERSpV TO AL7ER MEW PLANS, SPECIInavS ISSUED NOTED. ALL MATERIALS, LABOR, ETC. SHALL BE SUPPLIED TO WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY a?REPOWS/N ANY WAY, UNLESS HE IS AC77NG UNDER ME FULFILL THE INTENT AND COMPLETE CONSTRUCTION OF THE LOCATE AND PRESERVE UNDERGROUND UTILITIES. DIRECnav OF LICENSED PRORS.9avAL ENGINEER. 0810912019 ci 01 SCALE: NOTES: AS SHOW N 1 . SURVEY BASE MAP PROVIDED BY VAN DUSEN & STEVES LAND SURVEYING FOR JOSEPH AND CYNTHIA DIDIO, LAST REVISED 6/5/2007. 2. EXISTING LP TANK ENCLOSURE, OAK TREE AND MEAN HIGH WATERLINE m ADDED BY TACONIC PERSONNEL BASED ON FIELD MEASUREMENTS. a 0 Oi� J �� �IOE W STONE/MASONKY WALK P C - -! o __ I _ - 5HED 0 U cn � PROPERTY LINE - cn O �N Z pCo N O 77777/r n Z I . I Z o w OHO I Q z 102 XNit i � w w �' z W � r 0 AREA z o p w -- Q R/ N EXISTING LOWER STAIR, I J w I Z �, 335 S f (. I y U m TO BE REMOVED I Q u_1 > I � W Lli0 . 17 acres ° WOOD DOCK � � � � -_ �,� Gt l //1 Q�P P o " 0, si'—o" S I 7`� LF TANKING F NCE O ENCLOSURE O - - z p ADJUST FENCE / JACUZZI Ld ENCLOSURE TO RETAINING WALL CCO-------- AMMODATE STAIR 0 0 D -------------- — w C7 CONCRET ----�- w I - - - - - - - - ---------- — z _ ----- --- W Z � ' to PROPERTY LINE G 0 EXISTING OAK TREE, ui ±32" DBH U) z 131 ± NEW STAIR LOCATION � Q a 0 X 0 L�..I 0)ADJOINER15 DOCK _ OfLu Q Cn Qo Qo I ~ x I ✓rl' I� IIIOnIpIII 1 SITE PLAN I� �,I Qlll.11lulll � Ci01 SCALE: 1/8"=1'-O" , o 1 1 III I�i II°����joo I� III liiinnulp +l� IMI IIII llllaalll 11 II���.I�IIII�� 10, II'I,I�I:;�;III III lJllllli�lll �I lunnmlp _ I,l� I lunnllll _� II I� IIIIII'lllrl rI I��.�i7lo ch 1`I II'OupIIIII Z2 I I�I Ilunnmlll ill I f I Ilionnulll 11 Ipngll1 IIIIIIpIIIrI N �� I � Illunnlll� N (lyl`�1111`If,nunl.lulV O DRAFT NOT FOR TACONIC JOB# CONSTRUCTION SHEET DRAWN BY: BCS DESIGNED BY: BCS lT/SAWaA77GIYOFME NEW YOWSTA7EEDUCAAONLAW APPROVED BY: CAL FW ANY PERSON 70 AL7ER THEW PLANS, 9PEaRC01770NS ISSUED OR REP 7S/N ANY WAY, UNLESS HE/S AC77NG UNDER ME D/REC77AN OF A LICENSED PROFES MAL ENGINEER. 0810912019 Al 01 SCALE: UP WALL LEGEND AS SHOWN EXISTING WALLS UP m a 0 DN WALK—OUT BASEMENT o 22'-8" X 10'-9" a U En RAISED w PLATFORM w z 0 fV 6 Z w EXIST DECK 7 O 7� Q z LU � W O � U) Q O 0 1 EXISTING BASEMENT PLAN L m Lu L SCALE: 3/8"=1'-0" z �01 EXIST STAIR DOWN TO LOWER DECK TO BE REMOVED AND REPLACED w/ NEW z STAIR SHOWNLd 0 ui z 25'-0" UP W z g WALL LEGEND 3'-6" 0 EXISTING WALLS W U) ] REMOVE WALLS z POCKET DOOR � Q GUEST BATH PROPOSED WALLS DN 9'-0" X 6'-0" WJ U) 0 S EAT c°v �rrr II Ilpmnlll CUT BACK EXISTUP ��I I Qlll.11lllill 0I RAILING TO POST AND ADD DECK II 11 ,i IG••';IV O CLG HT: STAIR LANDING GUEST BDR. 1 GUEST BDR. 2 EXIST I�i III+� iilllaallill 11'-8" X 11'-8" 13'-0" X 9'-6" PROP WOOD STAIR DOWN TO MI Ill IIJ+11 l,.lclll,l, WALKWAY I�11 c O� I lu,'I'li'III EXIST WALL TO BE CLG HT: 1 iu°•I•I°iii 00 LINE OF DROPPED + 10'-0" CEILING ABOVE REMOVED, TYP EXIST SEXIST DECK TO BE AND TRANSOM WINDOWS 10 z REMOVED AND TO BE REINSTALLED IN REPLACED w/ CONC 0 I Q III, NEW WALL SLAB w/ TILE FINISH 11 "I ii,:,.au /III I � I. lionnul Q ( Ilingll1 1 I IIIII,pIIIrI N II I J Ilun,nll� N II IIloc, ,l Q 5'-10" 5'-10" �� 1 ii, IMI 01�1`IE,.Illlaalllli � EXIST DECK POSTS TO------- ® DRAFT REMAIN, TYP NOT FOR TACONIC JOB# CONSTRUCTION SHEET ('2-'*� PROPOSED BASEMENT PLAN z DRAWN BY: BCS A101 SCALE: 3/8"=1'-0" DESIGNED BY: BCS 1 1 iris A HaunavOFvEALwYOWsrATEmucAwN A APPROVED BY: CAL RV ANY PERSW 70 AL7DP DEW Pr NM SFIEMMAmwS OR RFPa47S N ANY WAY, UNLESS HE/S AC7ING UNgER 7NE ISSUED DBPEC77aa aF A LlarnSED PROMSMAL ENG9vEtR 0810912019 A201 \N SCALE: AS SHOWN m W Q 0 Z O F- Of U V) W W Z O N O Z W Of 1 NORTH ELEVATION 2 EAST ELEVATION A201 SCALE: 1/4"=1'-0" A201 SCALE: 1/4"=1'-0" 1 1 �^ z � O O W �\\ x W w J w z L C7 Lu O O Z 7 Y W Z LU co 17 O VJ M< W ^ O X 0 W J 0 Q Of cn co Ll I L:l � I� II'OLIpIII loll �I+ PI �l'I I IIIInIllllll �l� �MIYIYIII+I IIIILLIIIIII I �II1 ply IIl11 II���.I�IIII 10 II'I,I4 c. II'I,I�I:;,III T Hill III lJllllli�lll �I Ilunnmlll III I IIILLII111 II I� IIIIII'lllrl rI I,,.�i7lo ch I�1 .IIIIII } 111`� � II'OupIIIII I�I Ilunnmlll ���l°Ijulll ill I f I Ilionnulll 11 Ipngll1 IIIIIILIIIrI N �� I �� Illunnlll� N (lyl`�1111I`IE,nunllul O co DRAFT NOT FOR TACONIC JOB# ('3' WEST ELEVATION 4 SOUTH ELEVATION A201 SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" CONSTRUCTION SHEET 1 �01 DRAWN BY: BCS DESIGNED BY: BCS 7r7S A NaA770N OF THE NEW YORK SrA7E EDUCA77AN LAW APPROVED BY: CAL FAR ANY PERSM 70 AL7ER THESE PLANS 59.01F7CA77AWS ISSUED OR REPORM 7N ANY WAY, UNLESS HE-IS AC77NO UNDER ME DlREC77ON OF A LICENSED PRA'ESS/AVAL ENGINEER. 0810912019 PROP WALL AND SLAB TO MATCH EX SLAB _i_ EXTEND WALL BACK siol GENERAL NOTES STRUCTURAL STEEL GENERAL NOTES ELEVATION TO EX STONE RETAINING WALL 1. THIS BUILDING RENOVATION HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING STRUCTURAL DESIGN 1. STRUCTURAL STEEL SHALL CONFORM TO THE A.I.S.C. STEEL CONSTRUCTION MANUAL 14TH EDITION. _ STEP FOOTING AS LOADS & ASSUMPTIONS: 2. UNLESS OTHERWISE NOTED, ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING REQ'D PER 5/S501, BUILDING OCCUPANCY CATEGORY: II SPECIFICATIONS. MAINTAIN 4' FROST SCALE. TERRAIN/EXPOSURE CATEGORY: B MEMBER A.S.T.M. MIN. STRENGTH DEPTH STRUCTURAL TUBING A500 (GRADE B) 46 KSI AS SHOWN DEAD LOADS = 15 PSF STEEL PIPE A500 (GRADE B) 46 KSI - SNOW LOADS: ROLLED SHAPES A992 50 KSI UNIFORM GROUND SNOW LOAD (P9) = 50 PSF OTHER ROLLED PLATES A36 36 KSICONNECTION BOLTS A325 92 KSI ANCHOR BOLTS F1554 36 KSI FDN FOR PROP WIND LOADS: 00 BASIC WIND SPEED: 115 MPH THREADED BOLTS A36 36 KSI WOOD STAIRS TO BE NON-SHRINK GROUT C1107 8,000 PSI DESIGNED, TYP w SEISMIC LOADS: 3. WELDING SHALL BE IN ACCORDANCE WITH A.W.S. D1.1 USING E70XX ELECTRODES. UNLESS OTHERWISE Q SEISMIC DESIGN CATEGORY: B NOTED, PROVIDE CONTINUOUS MINIMUM SIZED FILLET WELDS PER A.I.S.C. REQUIREMENTS. FILLER EXIST BASEMENT $ MATERIAL SHALL HAVE A MINIMUM YIELD STRENGTH OF 58 K.S.I. 4. HOLES IN STEEL BEAMS SHALL BE DRILLED OR PUNCHED. ALL SLOTTED HOLES SHALL BE PROVIDED �T.o.s. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE p._p" I'a WITH NEW YORK STATE SUPPLEMENT. WITH SMOOTH EDGES. BURNING OF HOLES AND TORCH CUTTING AT THE SITE IS NOT PERMITTED. 3. THE STRUCTURAL DESIGN OF THIS BUILDING IS BASED ON THE FULL INTERACTION OF ALL OF ITS COMPONENT 5. THE STRUCTURAL STEEL ERECTOR SHALL PROVIDE TEMPORARY GUYING AND BRACING AS REQUIRED. $a. PARTS, WITH NO PROVISIONS MADE FOR CONDITIONS OCCURRING DURING CONSTRUCTION. THEREFORE IT IS COLUMNS, ANCHOR BOLTS, BASE PLATES, ETC. HAVE BEEN DESIGNED FOR THE FINAL COMPLETE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE BRACING DURING CONSTRUCTION. CONDITION, AND HAVE NOT BEEN INVESTIGATED FOR POTENTIAL LOADINGS ENCOUNTERED DURING STEEL l 4. ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR PRIOR TO ERECTION AND CONSTRUCTION. ANY INVESTIGATION OF THE COLUMNS, ANCHOR BOLTS, FRAMING, ETC. a COMMENCEMENT OF WORK. THE ENGINEER / OWNER SHALL BE NOTIFIED OF ANY CHANGES OR REVISIONS FOR ADEQUACY DURING THE STEEL ERECTION AND CONSTRUCTION PROCESS IS THE SOLE RESPONSIBILITY FOUNDATION UNDER EXIST CMU FOUNDATION 1 > FOR APPROVAL. OF THE CONTRACTOR. PROP COL TO BE WALL, CUT DOWN WALL =� o 5. THE CONTRACTOR SHALL ADHERE TO THE CONSTRUCTION SPECIFICATIONS AS PROVIDED WITH THE 6. UNLESS OTHERWISE NOTED, STRUCTURAL STEEL PERMANENTLY EXPOSED TO THE WEATHER, INCLUDING INSPECTED BY AS REQ'D M CONSTRUCTION DOCUMENTS, UNLESS OTHERWISE NOTED ON THESE PLANS. ALL BRICK SHELF ANGLES, SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE WITH ASTM A123. ENGINEER I Of 6. OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS SHALL BE PROTECTIVE COATING DAMAGED DURING THE TRANSPORT, ERECTING AND FIELD WELDING PROCESS SHALL N BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER BEFORE PROCEEDING WITH THE WORK. BE REPAIRED IN THE FIELD TO MATCH THE SHOP APPLIED COATING. L ssoi o 7. ALL DETAILS ARE TYPICAL. FOR CONDITIONS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILAR TO THOSE 7. THE OWNER WILL HIRE AN INDEPENDENT TESTING AGENCY TO PROVIDE SPECIAL INSPECTIONS OF THE SHOWN. BOLTING, WELDING, AND OTHER ITEMS IN ACCORDANCE WITH THE LATEST BUILDING CODES HAVING 8. SEE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ITEMS AND/OR DETAILS NOT SHOWN ON JURISDICTION. 0 STRUCTURAL DRAWINGS. COORDINATE THIS WORK WITH THE STRUCTURAL WORK. OPENINGS IN SLABS OR 8. SEE ARCHITECTURAL DETAILS ON ROOF DRAINS AND MISCELLANEOUS ROOF OPENINGS FOR CURBS AND DECK FILLS, OPENINGS IN WEBS OR BEAMS, AND LOADINGS NOT SHOWN ON STRUCTURAL DRAWINGS, SHALL MISCELLANEOUS STEEL ANGLE. L 4" CONC. SLABAM BE REVIEWED BY STRUCTURAL ENGINEER BEFORE PROCEEDING WITH WORK. 9. STEEL SHOP DRAWINGS FOR ALL STRUCTURAL STEEL TO BE SUBMITTED AND APPROVED BY ENGINEER GRADE, SEE DTL. ° g PRIOR TO COMMENCEMENT OF STEEL WORK 1 1/S101A, TYP., g OIL T.O.S. w CONCRETE NOTES o'-o" 41 o a N CONCRETE SLAB I - - N 1. ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE `n ° 0 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE: ACI 318-14 & THE 2015 INTERNATIONAL Tow z RESIDENTIAL CODE WITH NEW YORK STATE SUPPLEMENT 1. ALL CONCRETE SLABS TO BE CONSTRUCTED IN ACCORDANCE WITH ACI 302.1 R-96, "GUIDE FOR CONCRETE 0'-0. >: 2. CONCRETE SHALL CONSIST OF THE FOLLOWING: FLOOR AND SLAB CONSTRUCTION", AND ACI 318-05. � - READY MIX CONCRETE (ASTM C94) 2. SUBBASE SHALL CONSIST OF COMPACTED GRAVEL, NYSDOT ITEM # 304.02 OR 304.03 COMPACTED TO 95% 28 DAY COMPRESSIVE STRENGTH - ASTM C 39/C 39M UNLESS NOTED) OPTIMUM MODIFIED PROCTOR DRY DENSITY. THICKNESS SHALL CORRESPOND TO THAT INDICATED ON PLANS FOOTING 3,500 PSI +/- 1". FINISH GRADE SHALL BE SMOOTH WITH NO PROTRUSION OR TIRE MARKS. WALL/PIER 4,000 PSI MAX. WATER / CEMENT RATIO 0.50 3. ALL INTERIOR SLABS SHALL HAVE A VAPOR BARRIER PLACED BELOW CONSISTING OF 10 MIL POLYETHYLENE U) INTERIOR SLAB 3,000 PSI 0.0% AIR CONTENT WITH 2 -0 OVERLAP, UNLESS NOTED.EXTERIOR SLAB 4,000 PSI MAX. WATER / CEMENT RATIO 0.50 4. ALL INTERIOR SLABS SHALL HAVE STEEL TROWEL FINISH, UNLESS NOTED OTHERWISE. ALL EXTERIOR SLABS z �� O 2'-3" O TO HAVE BROOM FINISH UNLESS NOTED. EX CONIC PIER J Q - MAX AGGREGATE CONTENT SIZE OF 3/4 INCH (ASTM C33) 5. CURING PROCEDURE SHALL COMMENCE IMMEDIATELY AFTER FINISHING CONCRETE. CONTRACTOR SHALL TO REMAIN, TYP. VIF - MAX SLUMP OF 5" + OR - AN INCH (ASTM C143) VERIFY THAT CURING PROCEDURE UTILIZED IS COMPATIBLE WITH FLOOR COVERING SHOWN ON ARCHITECTURAL L J - FIBERMESH OR APPROVED EQUAL: 1.5 LBS / CUBIC YARD ( WHEN INDICATED) PLANS. 25'-11 VI - PORTLAND CEMENT: ASTM-C 150, TYPE 1 6. SLABS SHALL BE CURED USING PRE-APPROVED WET CURE METHOD FOR A MINIMUM OF 7 DAYS. OR, IF - CLEAN POTABLE DRINKING WATER COMPATIBLE WITH PROPOSED FINISH, LIQUID MEMBRANE CURING COMPOUND, KURSEAL 830 (2 COATS) OR 0 - AIR CONTENT TO BE 6% +/- 1.5% (INTERIOR SLABS TO HAVE 0% AIR) EQUAL, APPLIED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS.- FLY ASH ASTM C-618 ( FOR INT. SLAB ONLY WHEN INDICATED) 7. CONSTRUCTION JOINTS SHALL BE SAWN WITHIN 24 HOURS OF PLACEMENT OF CONCRETE. JOINTS SHALL BE (T� z FOUNDATION PLAN V z 3. REINFORCING STEEL SHALL CONSIST OF THE FOLLOWING: INSTALLED WITH THE USE OF CIRCULAR WET SAW AND BE PLACED IN ACCORDANCE WITH THE PATTERN i i SCALE: 3/8"=1'-0" - REINFORCING BARS: ASTM -A 615 GRADE 60 KSI INDICATED ON THE DRAWINGS, TO A MINIMUM DEPTH OF 1/3 SLAB THICKNESS. S1O1 - WELDED WIRE FABRIC: ASTM-A 185 8. SEALER AND HARDENERS SHALL BE APPLIED TO SLAB IN ACCORDANCE WITH MANUFACTURER 4. PROVIDE CONTINUOUS REINFORCING WHEREVER POSSIBLE, PLACE ONLY AS SHOWN OR APPROVED, STAGGER RECOMMENDATIONS WHEN NOTED ON DRAWINGS. w SPLICES WHERE POSSIBLE. 9. CONSTRUCTION TOLERANCE WITH FLOOR SHALL CONFORM TO REQUIREMENTS SET FORTH IN ACI 117. 5. ALL REINFORCING STEEL AND EMBEDMENT TO BE HELD SECURELY IN PLACE PRIOR TO PLACING CONCRETE. FLOOR FLATNESS F-NUMBER AND LEVELNESS F-NUMBER SHALL BE 25 AND 20, RESPECTIVELY, UNLESS U O PROVIDE SUFFICIENT SUPPORTS TO ALLOW WALKING ON REINFORCEMENT. NOTED. 6. DETAIL ACCORDING TO ACI STANDARD 315, MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCING 10. SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS SHALL 25'-0" LIP CONCRETE STRUCTURES. CONFORM STRICTLY WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT. z 7. CONCRETE MEMBERS SHALL NOT BE LOADED UNTIL SATISFACTORY CONCRETE STRENGTH HAS BEEN OBTAINED. 8. NO ADMIXTURES MAY BE USED UNLESS PRIOR APPROVAL BY THE OWNER/ENGINEER. 9. COLD WEATHER REQUIREMENT SHALL BE USED DURING FREEZING OR NEAR FREEZING WEATHER - ACI 306.1-90. COLD WEATHER IS DEFINED AS 3 DAYS WITH AVG. TEMP. BELOW 40F. 10. DURING HOT WEATHER CONCRETE SHALL BE PLACED AND CURED IN ACCORDANCE WITH ACI 305. FOUNDATION NOTES UP z 11. PROVIDE (3) CONCRETE CYLINDER TESTS FOR EVERY CONCRETE PLACEMENTLd 12. CONCRETE MIX DESIGN TO BE SUBMITTED FOR ENGINEER REVIEW PRIOR TO COMMENCEMENT OF CONCRETE 1. FOUNDATION HAS BEEN DESIGNED TO RESIST UPLIFT AND OVERTURNING FORCES WITH OVERBURDEN WORK RESISTANCE THUS CONTRACTOR SHALL NOT PLACE ROOF STRUCTURE WITHOUT PRIOR COMPLETELY INSTALLING GUEST BITH o 13. REBAR SHOP DRAWINGS FOR ALL FOOTINGS AND WALLS TO BE SUBMITTED AND APPROVED BY ENGINEER DN _ I BACKFILL AND / OR FOUNDATION SLAB STRUCTURE. 9'-0" X 6' 0" J w PRIOR TO COMMENCEMENT OF CONCRETE WORK. 2. FOOTINGS HAVE BEEN DESIGNED TO REST ON IN-SITU SOIL, WITH AN ALLOWABLE BEARING CAPACITY OF z Y 14. SPECIAL INSPECTIONS ARE REQUIRED PRIOR TO ANY CONCRETE PLACEMENT. ANY CONCRETE PLACED WITHOUT 2,000 P.S.F. IF ACTUAL CONDITIONS DIFFER THAN WHAT ASSUMED, CONTRACTOR SHALL NOTIFY THE ENGINEER Ill z INSPECTION IS SUBJECT TO REMOVAL AND REPLACEMENT AS DETERMINED BY THE ENGINEER. IMMEDIATELY, PRIOR TO PROCEEDING WITH WORK. C O 3. ALL SUB BASE MATERIAL SHALL BE COMPACTED TO 95% OF OPTIMUM MODIFIED PROCTOR DRY DENSITY U) v G ASTM-D1557, WITH A MOISTURE CONTENT OF f 2% OF OPTIMUM. Do O w u^ 4. ALL ORGANIC MATERIAL TO BE REMOVED PRIOR TO PLACEMENT OF SUB-BASE / FOUNDATION. �^ vJ WOOD NOTES 5. ALL SUB GRADE MATERIAL TO BE PROOF ROLLED PRIOR TO PLACEMENT OF FOOTINGS, ANY AREA OBSERVED o N EX 2x10 JST v, z TO HAVE SPONGY MATERIAL TO BE INSPECTED BY THE ENGINEER PRIOR TO PROCEEDING. x p I @ 16" OC Q 1. ALL WOOD MEMBERS SHALL CONSIST OF DOUGLAS FIR-LARCH GRADE NO. 1/NO. 2 - (KILN DRIED) OR w EQUIVALENT STRENGTH MATERIAL, IN ACCORDANCE WITH 2O05 NDS LUMBER SPECIFICATIONS; ALLOWABLE o GRADING AGENCIES CONSIST OF NELMA, NSLB, WCLIB, & WWPA AND MUST BE CLEARLY IDENTIFIED ON LIST OF ABBREVIATIONS J THE MEMBER GRADE STAMP; 17% MOISTURE CONTENT MAX.; UNLESS OTHERWISE NOTED. _ PROP STAIR WOOD w rn 2. ALL PRESSURE TREATED LUMBER PLACED IN CONTACT WITH SOIL SHALL BE 0.60 ACQ. ALL OTHER 0 ARCH - ARCHITECT I _ PRESSURE TREATED LUMBER TO BE 0.40 ACQ. MOISTURE CONTENT OF P.T. LUMBER TO BE 19% MAX. r - RIPPED FRAMING BE TO Lu BLCK - BLOCKING RC - ROUGH CUT tO I DESIGNED, TYP 3. ALL LAMINATED VENEER LUMBER (LVL) SHALL BE LOUISIANA PACIFIC (2950 Fb-2.OE SOUTHERN PINE) OR a BM - BEAM REINF - REINFORCEMENT p 0 < AN APPROVED EQUAL. BRDG - BRIDGING GU BDR. 1 GUEST BIR. 2 cn 4. ALL DIMENSIONAL LUMBER SHALL BE KILN DRIED TO MAX. MOISTURE CONTENT OF 17%. READ - REQUIRED `� p� CLG JST - CEILING JOIST RFT - RAFTER soi 11 '-8" 'b G 3'-0" X 9'-6" co 5. ALL WOOD MEMBERS TO BE REJECTED FOR EXCESSIVE AND / OR STRUCTURALLY UNSOUND KNOTS, OR CLR TIE - COLLAR TIE SBO - SELECTED BY OWNER Q�Q�' N OTHER FLAWS - INCLUDING BUT NOT LIMITED TO BARK, PITCHING, CHECKING, TWISTING, AND YARD CONN - CONNECTION TOF - TOP OF FOOTING DAMAGE. COL - COLUMN TODTP - TOP OF DOUBLE TOP PLATE _ _ _ _ - _ _ (3)113/8" LVL DROP BEAM 6. ALL CARPENTRY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE CONT - CONTINUOUS TOSH - TOP OF SHELF = NATIONAL DESIGN STANDARDS FOR WOOD CONSTRUCTION AND THE NEW YORK STATE BUILDING CODE. DTL - DETAIL TOS - TOP OF SLAB 7. PROVIDE DOUBLE JOISTS BENEATH ALL PARTITIONS THAT RUN PARALLEL TO JOISTS AND SPAN MORE ELEV - ELEVATION IG•Ilall TOSP - TOP OF SILL PLATE � � ,,,,, o THAN 1/3 THE JOISTS SPAN. ENGR - ENGINEER TOST - TOP OF STEEL IG•.'III 8. BLOCKING TO BE PLACED AT ALL BEARING POINTS OF JOISTS. BLOCKING SIZE TO BE EQUIVALENT TO FOR - ENGINEER OF RECORD TOR - TOP OF RIDGE o Y I 1 0 EX - EXISTING - 00 JOIST SIZE UNLESS OTHERWISE SPECIFIED. TOW - TOP OF WALL N w_ 9. ALL MULTIPLE PLY LVL MEMBERS TO BE CONNECTED IN ACCORDANCE WITH MANUFACTURER EXT - EXTERIOR TYP - TYPICAL o + FDN - FOUNDATION X RECOMMENDATIONS. VCJ - VERTICAL CONTROL JOINT N © oo �,, � III o••au FTG - FOOTING VLY BM - VALLEY BEAM N @� �� I II°••°III 10. ALL METAL CONNECTORS FOR WOOD (SIMPSON STRONG TIE / UPS OR EQUAL) SHALL BE INSTALLED IN FF - FINISH FLOOR VIF - VERIFY IN FIELD I MII "'Ic'i0' ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. ALL CONNECTORS IN CONTACT WITH PRESSURE x II• III FS - FOOTING STEP VWA - VERIFY w/ ARCHITECT ui III o TREATED LUMBER SHALL HAVE G 185 HDG COATING PER ASTM A-65 3, SIMPSON "ZMAX" OR EQUAL. FLR - FLOOR 11. NAILS, SPIKES AND STAPLES, FOR ROUGH CARPENTRY, TO BE DOUBLE HOT DIPPED GALVANIZED WS - WALL STEP _ GALV - GALVANIZED (3)2x6 HDR (3)2x6 HDR CONFORMING TO ASTM A-153, SPIRAL SHANK: SIZE AND TYPE TO SUIT APPLICATION AND MEET ASTM F I-JST - I-JOIST - - 1667 SPECIFICATIONS - MAZE NAILS OR EQUAL. JST - JOIST 12. ALL LAG BOLTS TO BE HOT DIPPED GALVANIZED CONFORMING TO ASTM A-153 WITH WASHERS UNLESS LDGR - LEDGER OTHERWISE SPECIFIED AND TO MEET ANSI/ASME STANDARD B18.2.1-1981 SPECIFICATIONS. LVL - LAMINATED VENEER LUMBER M 13. ALL THROUGH BOLTS TO BE HOT DIPPED GALVANIZED CONFORMING TO ASTM A-153 WITH WASHERS MAX - MAXIMUM EX DECK BEAM II "'' o UNLESS OTHERWISE SPECIFIED AND TO MEET ASTM A307 SPECIFICATIONS. MIN - MINIMUM 14. ALL LAG BOLTS WITH DIAMETER GREATER THAN 3/8" TO HAVE PRE-DRILLED LEAD HOLES PRIOR TO NOM - NOMINAL z INSTALLATION. LEAD HOLE DIAMETER SHALL BE 40% - 70% OF LAG BOLT DIAMETER. LEAD HOLE OC - ON CENTER 0 Q',,,,,IV < LENGTH SHALL BE NO LESS THAN THE LENGTH OF THE THREADED PORTION OF THE LAG BOLT. OCEW - ON CENTER EACH WAY EX UPPER DECK FRAMING III it°••°II _ 15. ALL THROUGH BOLT HOLES TO BE DRILLED 1/16" LARGER THAN BOLT DIAMETER. PROP _ PROPOSED TO REMAIN, FULL EX ,I ' Ill iiill a PT PRESSURE TREATED DECK FRAMING NOT _ 16. ALL HEADERS AND BEAMS TO BE SUPPORTED BY DOUBLE JACK STUDS, (2) 2x6, UNLESS NOTED. SHOWN ON PLAN `' I II, °,Ili o 17. ALL WOOD & ENGINEERED WOOD PRODUCTS SHALL BE PLACED ABOVE GRADE AND COVERED WITH TARPS, 11� I ;;,,,,,Il� N OR EQUIVALENT MEANS, TO PREVENT DETERIORATION BY SUNLIGHT, WATER, AND WIND ONCE AT THE SITE. M� If ALL DETERIORATED MEMBERS CAN BE REJECTED BASED ON THE DECISION OF THE ENGINEER. I `�(I I�lu o co 18. ALL ENGINEERED PLYWOOD AND ORIENTED STRAND BOARD SHALL BE MEET APA ENGINEERED WOOD (T� ADDITION ROOF AND 1ST FLOOR FRAMING PLAN PRODUCT ASSOCIATION STANDARDS. ALL EXTERIOR SHEATHING SHALL MEET APA EXPOSURE 1 DRAFT CLASSIFICATIONS. SCALE: 3/8"=1'-01, Z 19. ALL NAIL SIZES AND SPACING TO BE IN ACCORDANCE w\ PRESCRIPTIVE NYS BUILDING CODE �01 TACONIC JOB# REQUIREMENT, CH. 23 - WOOD, PART 2304.9 - GENERAL CONSTRUCTION REQUIREMENTS FOR NOT FOR CONNECTIONS AND FASTENERS, TABLE 2304.91. STAPLES SHALL NOT BE PERMITTED UNLESS NOTES ON PLANS. CONSTRUCTION SHEET DRAWN BY: BCS DESIGNED BY: BCS lT/SAWaAAGIYOFIHENEWYOWSTA7EEDUCAAQNLAW APPROVED BY: CAL FW ANY PERSON TO AL7ER THEW PLANS, 9PEaR1C4770NS ISSUED Q4 REP M/N ANY WAY, UNLESS HE/S AC7/NG UNDER ME D/REC77ON OF A LICENSED PROFL3.9aVAL ENGINEER. 0810912019 m � Q J J S501 -ju) EX 2x6 WALL . 0 „ EXTERIOR SILICONE 1 -6 REINFORCEMENT TO MATCH o (D FOOTING BAR SIZE, QUANTITY PROVIDE COPPER OR GALV U- o CAULK, GE SILPRUF & SPACING SCALE. STEEL FLASHING AT NEW 6x6-W2.9xW2.9 LM SCS2700 OR EQ. CONIC SLAB ON GRADE PER ROOF INTERFACE `� INSULATION PER 1/2" MAX. JOINT FILLER FIBRE OR 1/S-101A AS SHOWN FLEXIBLE CAULK, TO ARCH. POLYETHYLENE SAW-CUT 1'4 DEPTH OF Q PREVENT MEMBRANE FROM FORMING WATER-CATCHING SLAB WITHIN 24 HOURS CREASE - x OF PLACEMENT OF CONC. a a (c) m FILL JOINTS W/SEALANT I 5/S" CDX PLYWOOD ROOF iq SHEATHING x EPDM WATERPROOFING iD o� o�j ° a x x x ° X 1 a MEMBRANE � � �� WRAP ROOF MEMBRANE DOWN � �-, �-, �-, o 0 o BOTTOM OF �� �� 6 MIL. POLY FOOTING PER �Jaa as aal aal aac w INTO GUTTER COMPACTED SUB-BASE �n�� - � PLAN n �, On z J EX 2x10 FLR JST EX 2x8 VAPOR BARRIER REINFORCEMENT o 0 0 0 0 z LLJ USHED CONCRETE SLAB ON DISCONTINUED @ JOINT )���������� 24 LAP, TYP o- o =OIL T.O. EX DTP Ya:12,� DECK JST METAL GUTTER, SLOPED TO #1 STONERBLEND GRADE PER 1/S-101A 11 —7 3 4 VIF DRAIN N TAPERED 2x12 2x RIM 2 SLAB ON GRADE DETAIL 3 EXPANSION / EDGE JOINT 4 SAW-CUT CONTROL JOINT DETAIL 5 FOOTING STEP DETAIL 09LT.O. PROP DTP SCALE: 1"=1'-0" SCALE: NTS SCALE: 1"=1'-0" SCALE: NTS zo 10—4 7/8" VIF (3)11�/$" LVL DROP BEAM (2)2x6 TOP PLATE S5�1 S501 �01 �01 Of ATTACH ROOF JOIST TO BEAM w/SIMPSON LUS210 FACE-MOUNT o HANGER, TYP CHAMFERED CONTROL ROOF INSULATION: CLOSED CELL JOINT EACH SIDE OF CUT EVERY OTHER SPRAY-FOAM, R-49 MIN WALL HORIZ. BAR AT GWB CEILING WALL REINF. PER WALL JOINT DETAILS WALL INSULATION: CLOSED CELL Ld Z SPRAY-FOAM, R-21 MIN N C MID-HEIGHT WALL BLOCKING EXIST WOOD POST z° 2x6, 16" O.C. EXTERIOR WALLui W/ Y2' PLYWOOD SHEATHING NOTES: Y2"O HEX-HEAD CIP ANCHOR 1. SPACE JOINTS SAT A MAXIMUM OF TWO TIMES THE WALL BOLT, A307 STEEL, GALV, 10" HEIGHT OR 25 WHICHEVER IS SMALLER. J EMBED, SPACED @ 4'-0" OC, 2• ALIGN JOINTS W/ DOOR AND WINDOW JAMBS TILE FINISH TO MATCH EXISTING 12" MIN FROM CORNERS & Q 4" CONC. SLAB ON GRADE PER ENDS, TYP 6 FOUNDATION WALL CONTRACTION JOINT DETAIL W 2/S501 2x8 PT LEDGER, ATTACH w/ SCALE: 3/4"=1'-0" Y2" EXPANSION JOINT PER 3/S501 Y2"O BOLTS EPDXIED INTO CONIC �01 0 EX 2x8 DECK JOISTS TO BE Q CUT AT PROP FDN WALL, AND OgLT.O. BSMT FF HUNG w/ SIMPSON HANGERS �/ 2 VIF T.O. PROP SLAB ZD 0—0 EX 2x8 DECK JST EX BASEMENT SLAB 3" XPS RIGID �• INSULATION, TYP., 2" AT WALL/SLAB JOINT PROVIDE CONTRACTION JOINTS (2)#5 HORI ZBARS IN FDN WALL PER 6/S501 TOP APPROX FINISHED GRADE WALL REINF: 5 VERT BARS L EX FOUNDATION WALL_ z # 809 POTENTIAL FOOTING STEP DOWN #S@HORIZ BARS o FROM EX FOOTING TO MAINTAIN @ 16" OC z EX CONIC PIER, TYPE` w 4'-0" FROST DEPTH OF PROP Y FOOTING, REFER TO DETAIL 5/S501 w � o GCC z 1'-2„ I 0 OL T.O. FOOTING — 6—11" VIF e W U) OI U) Z FOOTING REINF: co a_ #5 TRANSV BARS @ 16" OC 3'-6" & (4)#5 LONG BARS CONT — w 0) 0 Of 1 SECTION DETAIL 0 �01SCALE: 1/2"=1'-0" rn N I/II' �,I� IIIOupIIII I' �l'l) � Ilill.11,lllll Ilill.l.lill 0 IIII� I11 I ull. O I�i I11 Illlp'lllll � II +II'r lii�nni'l 'll �MIIIII MILLI"III rn IJ lJllllli�lll //,ll/ 11III1 IIILLII111I � II I�Appllrl III / 711 ch II II�•''lll o 111�1 II Illolnlll� � ^I HILL"'ll _ II ��II I...j11711 � ,I Q / ll Ipnull1 , I �I 1` I�IIOnpll� U 1 N y11 I�� �I Illonnlll� N �MI� '0��� 1;;;1l.1I o ,hl� O�II` E,:Illlaallp 0 DRAFT NOT FOR TACONIC JOB# CONSTRUCTION SHEET DRAWN BY: BCS DESIGNED BY: BCS lT/SAWaAAGIYOFME NEW YOWSTA7EEDUCAAQNLAW APPROVED BY: CAL FW ANY PERSON TO AL7ER THEW PLANS, 9PEaR1C471ONS ISSUED OR REPORTS/N ANY WAY, UNLESS HE/S AC7/NG UNDER ME D/REC77ON OF A LICENSED PROFE3.9ONAL ENGINEER. 0810912019