Loading...
HomeMy WebLinkAboutOrioli & Son Rental East - - I } ! + - I PROCESS AND I SITE WOR GRADING AND LANDSCAPING ' r � '` PM Q GENERAL CONDITIONS OF THE WORK 2-EACH CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE FIRE CODE OF NEW YORK STATE,NEW 1•EQUIPMENT AND DEVICES OF A TEMPORARY NATURE REQUIRED FOR THE CONSTRUCTIONIC YORK STATE ENERGY CONSERVATION CODE,FEDERAL O.S.H.A,AND ALL OF THE LOCAL GOVERNMENTAL AGENCIES PROTECTION THEREOF,SUCH AS SCAFFOLDS,STAGING,PLATFORMS,RUNAWAYS,HOISTS,LADDERS,CHUTES, I ! I I' ' � ® — Y TO THE GENERAL CONTRACTOR EACH SUB-CONTRACTOR AND THE OWNER'S OWN HAVING JURISDICTION,I NSOFAR AS APPLICABLE TO HIS PORTION OF THE WORK. TEMPORARY FLOORING,GUARDS,RAILINGS,SHAFT WAY PROTECTIONS,ETC.,FOR THE PROTECTION OF WORKMEN 1-CONTRACTOR SHALL FROM EFFECTED AREAS OF THE SITE AND REDISTRIBUTE ALL TOPSOIL UPON COMPLETION I ;, (j Q co'rn 1-THESE NOTES SHALL APPLY FORCES.EACH CONTRACTOR SHALL STUDY AND FAMILIARIZE HIMSELF WITH THE SITE AND WITH ALL TRADES AND 3-NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM AN AND TO THE PUBLIC SHALL BE PROVIDED,ERECTED,AND MAI NTAINED I N ACCORDANCE WITH THE REQUIREMENTS OF THE WORK,PROVIDING FOR FINISHED GRAD/NG AND RESEEDING OF THE LAWN AS DIRECTED BY THE OWNER. °' , HE WORK OF EXECUTION OF ALL WORK IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. OF ALL NEW YORK STATE CODES,AND ALL OTHER LAWS,RULES,OR ORDINANCES OF ALL GOVERNMENTAL 1 2-BACKFILL SHALL NOT BE PLACED AGAINST FOUNDATION WALLS UNTIL THE CONCRETE IS OF SUFFICIENT I ti � C a ASPECTS OF THE WORK, EACH CONTRACTOR SHALL COOPERATE AND COORDINATE HIS WORK WITH T 6 AGENCIES HAVING JURISDICTION. ! STRENGTHAND UNTIL THE WALLS ARE PROPERLY BRACED TOP AND BOTTOM BY THE HORIZONTAL FLOOR OR BY �C }:co ■n OTHER CONTRACTORS AND TRADES. , C 2-THE CONTRACTOR SHALL INSPECT THE SITE AND MAKE ALL APPROPRIATE INQUIRES TO DETERMINE CONDITIONS PERMITS,INSPECTIONS AND APPROVALS 8•THE CONTRACTOR SHALL PROVIDE,ERECT,MAINTAIN THOSE ITEMS REQUIRED FOR USE OBTAINING ALL ADEQUATE TEMPORARY BRACING. I ; . p z � AND FIELD CONSTRUCTION CRITERIA PRIOR TO SUBMISSION OF BIDS,AND SHALL MAKE NO ADDITIONAL CLAIMS NECESSARY PERMITS,INSPECTIONS AND APPROVALS,AND REMOVE THOSE ITEMS WHICH HAVE SERVED THEIR 3 GRADING AROUND ALL NEW CONSTRUCTION SHALL SLOPE AWAY FROM THE FOUNDATION WALL AND SHALL 11 .- j ;; „ i I; 7 I THEREAFTER. THE CONTRACTOR'S AND OWNER'S AGREEMENT TO ENTER INTO THE 1-UNLESS OTHERWISE AGREED UPON BETWEEN THE ARCHITECT AND THE OWNER,THE OWNER SHALL PAY FOR PURPOSE AND WHEN DIRECTED BY THE OWNER,UNLESS OTHERWISE STIPULATED BY THE OWNER. BLEND INTO EXISTING GRADES, I REGARDING SITE CONDITIONS4 ALL SITE DESIGN INCLUDING TOPOGRAPHY STORM DRAINAGE SPEgAI PAVING LANDSCAPING ETC.SHALL BE11 WORK SHALL SUFFICE AS 1HEI R ACCEPTANCE TO THE TERMS SPECIFIED HEREIN/,AND SHALL BE INCORPORATED AND THE CONTRACTOR SHALL OBTAIN A BUILDING PERMIT FROM THE VILLAGE,TOWNSHIP OR GOVERNING , . .... 1. i I; IL C c MUNICIPALITY PRIOR TO STARTING ANY WORK DEMOLITION NOTES: PROVIDED BY OTHERS UNLESS SPECIFIED HEREIN. - , ! -__ ; ' ! INTO ANY AND ALL AGREEMENTS BETWEEN THE OWNER AND THE CONTRACTOR. 5 CONTRACTOR SHALL OVIDE FOR ALL DRIVEWAY MODIFICATIONS AS REQUIRED ALLOVW NG FOR ACCESS TO - _r--- - '-— 1 ..is ! 0 .N ca GS SHALL BE CONSTRUED AS MODIFYING IN ANY WAY THE CONTRACT BETWEEN THE 2 THE CONTRACTOR SHALL OBTAIN ALL REQUIRED RED APPROVALS,PERMITS,INSPECTION APPROVALS,ETC.FOR - _�_ _ I — 3-NOTHING ON THESE DRAWN - _ _ -_ . - - - - _ F N > THE TOR SHALL ASCERTAIN THAT THE AREA OF DEMOLITION HAS BEEN CLEARED OF ALL FURNITURE AND FROM THE SITE;.ALL NEW CURBS,CURB CUTS AND PAVING MUST COMPLY WITH ALL REQUIREMENTS FOR THE __- "._ ___1- -- - __.. ! f ; ! M OWNER AND CONTRACTOR OR THE CONTRACTOR AND SUBCONTRACTORS. WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF,AND SHALL PROVIDE AN NFBU CERTIFICATE 1 CONTRACTOR e_ - ___-_ _ _ 11! - - _ PAL/ . s - — . - .- .- II'1 I ■ 4 THE OWNER SHALL BE RESPONSIBLE FOR ANY ANOMALIES AND/OR IRREGULARITIES DISCOVERED DURING THE AND A NEW CERTIFICATE OR OCCUPANCY UPON COMPLETION OF THE WORK AND MOVABLE EQUIPMENT IN ORDER TO ALLOW FOR DEMOLITION TO PROCEED, THE CONTRACTOR SHALL NOTIFY GOVERNING MUNiq O m CONSTRUCTION PHASE OF THE PROJECT,WHICH MAY REQUIRE ADDITIONAL MEASURES TO BE TAKEN ON THE PART 3-THE CONTRACTOR SHALL HAVE A COMPETENT REPRESENTATIVE OR FOREMAN PRESENT,WHO SHALL FOLLOW THE OWNER IMMEDIATELY OF ANY SUCH CONDITIONS PREVENTING HIS PROCEEDING WITH THE DEMOLITION. , ,.__-__.-._ }— ___..__ __ -- �; -_-.--. -- - OF THE CONTRACTOR,SUB CONTRACTORS,OR THE ARCHITECT. ANY AND ALL COSTS RELATED TO THE WITHOUT DELAY ALL INSTRUCTIONS OF THE OWNER OR HIS/HER ASSISTANTS IN THE PROSECUTION AND 2-ALL ELECTRICAL HIGH OR LOWVOLTAGE CONDUITS,WIRES,INSTRUMENTS AND EQUIPMENT ADJACENT TO OR I DOOR AND WINDOW NOT S. I _ _-..--_ _ _ ~ - ao ---_ s= R , . 11 - C M , F THE WORK IN CONFORMITY WITH THIS CONTRACT AND SHALL HAVE FULL AUTHORITY TO SUPPLY CONTAINED WITHIN PARTITIONS TO BE REMOVED BACK TO THE NEXT PANEL BOARD AND SHUTDOWN. NO CI CUITS, = ::- -- --i-' ._. _-... ' ADDITIONAL WORK SHALL BE THE SOLE RESPONSIBILITY OF THE OWMER,INCLUDING THE ADDITIONAL SERVICES OF COMPLETION 0 ; r OUTSIDE AGENCIES INCLUDING BUT NOT LIMITED TO SURVEYING,PILES,EXTERMINATION,BORINGS, LABOR AND MATERIALS IMMEDIATELY. THE CONTRACTOR SHALL ALSO HAVE A COMPETENT REPRESENTATIVE WIRES OR EQUIPMENT SHALL REMAIN OPEN OR LIVE. 1-ALL NEWWNDOVVS S LL BE PEOMASHIELD FINISH IN WHITEAS MANUFACTURED BY ANDERSON OR APPROVED _ ------ F ! - L --__-- :_-_v-- - _--•------ :.' I • ANY UTS -------- to i_.: � ... !� � CERTIFICATION LETTERS AVAILABLE TO RECEIVE TELEPHONE MESSAGES AND PROVIDE A REASONABLE REPLY AS SOON AS POSSIBLE,BUT 3•DEMOLITION INCLUDES COMPLETE REMOVAL AND DISPOSAL OF ALL ITEMS FROM SITE,EXCEPT ITEMS EQUAL-FURNISHEDW H INSECT SCREENS,GRILLS,JAMB EXTENSIONS,TRIM,ETC.,WITH 518 INSULATED GLASS -_____ - 1 -- UNDERPINNING,SITE DRAINAGE,ADDITIONAL CONSULTATIONS,SITE VISITS,CER ------- _ --_:__ - . ■� v S ETC. NOT LATER THAN 24 HOURS. DESIGNATED TO BE REMOVED AND RETURNED TO THE OWNER FOR RE-USE. MATERIALS OR ITEMS SUCH AS DOORS UNLESS OTHERWISE AGREED T0. __- _ -_ 14 AMENDMENTS,AS BUILT DRAWINGS, WITHOUT GLAZING SHALL HAVE PEEP HOLES INSTALLED.. 4•THE CONTRACTOR SHALL,AT ALL TIMES,PROVIDE CONSTANTAND EASY ACCESS AND SAFE PROPER FACILITIES AND FRAMES,GLASS AND LIGHTING FIXTURES DESIGNATED ON DRAWINGS TO REMAIN THE PROPERTY OF THE 2-ALL EXTERIOR DOORS - ® r ! EXISTING SITE CONDITIONS FOR THE INSPECTION OF ALL PARTS OF THE WORK. OWINER SHALL BE REMOVED WITH CARE AND STORED IN A LOCATION ON THE SITE TO BE DESIGNATED BY THE OWNER. 1. 4•CONTRACTOR SHALL OBTAIN ALL PERMITS FOR ALL WORK,INCLUDING PERMITS FOR TRANSPORTING AND I I - - � ', I1_1 ! 1 Q 1 ALL EXISTING EQUIPMENT,UTILITIES,STRUCTURES AND OTHER ITEMS INTERFERING WITH THE INSTALLATION OF PAYMENTS TO THE CONTRACTOR DISPOSAL OF DEBRIS AND OTHERS AS REQUIRED BY AUTHORITIES HAVING JURISDICTION INCLUDING ANY ROOFING: . THE PROPOSED EQUIPMENT AND STRUCTURES SHALL BE REMOVED AND REPLACED AND SHALL BE SUBJECT TO HAZARDOUS MATERIALS THAT MAY BE DISCOVERED. - --- r., BY REVISIONS 1•BEFORE ANY PAYMENT WILL BE MADE BY THE OWNER,THE CONTRACTOR SHALL DELIVER TO THE OWNER ANY 5 CONTRACTOR IS REQUIRED TO NOTIFY OWNERS OF ANY AND ALL REQUIRED UTILITY SHUTDOWNS WITHIN THREE 1•ALL METAL FLASHgNG WHERE CALLED FOR ON PLANS SHALL BECOPPER ORALUMINUM - - APPROVAL OF THE OWNER. -- --- - - - --- -- -- - ___ -- --- ----------- - - - . , F IS CONTRACT FOR WORK COMPLETED AS OF THE DATE OF DAYS PRIOR TO TIME REQUIRED TO BE SHUTDOWN. 2 CONTRACTOR SHALL PROVIDE GUTTERS AND LEADERS AS REQUIRED AND SHALL CONNECT THEM TO THE - -- - - - -.--.--,- -- ---- --'---µLLL--, -,-:..: . --,- ATION OF ANY ANDALL UTILITIES,PIPING WAIVER OR RELEASES OF ANY LIENS ARISING OUT 0 H R I AND/OR VERIFY THE ACTUAL LOC 2 THE CONTRACTOR SHALL DETERMINE ��' _ 6•THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY SAFEGUARDS SUCH AS GUARDRAILS, APPROVED STORMVNATERDRAINAGESYSTEM. --------- -------_..______--____.-_---------___.__-__.. -_ .__-- .- ._._. ._.-_..._ ._____._._._--_-____.-.-_._..__-_____ __.`.____--_.-__:.____.: . ;.-_ ;:. . - AND RELATED ITEMS PRIOR TO THE COMMENCEMENT OF WORK.ALL COSTS INCURRED SHALL BE THE THE REQUEST FOR PAYMENT. __ _ ________ __ ----------------- - ----- -------_---------- ------ -- ---- -- -- --- --- . -- I RING ETC. TO PROTECT THE WORKMAN AND PUBLIC FROM INJURY. 3-ALL SKYLIGHT OPENNGS SHALL BE PROPERLY FLASHED, _ - � - -- - _ RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE AGREED UPON BY THE OWNER. 2 THE CONTRACTOR SHALL ALSO FURNISH EVIDENCE SATISFACTORY TO THE OWNER THAT ALL PAYROLLS,BILLS BARRICADES,COVE ., T NECESSARY COVERINGS AND BOARDING TO PROTECT EXISTING WORK AND FINISHES TO 4-ALL WORK SHALL(BEAR A WRITTEN ONE 1 YEAR GUARANTEE FROM ROOFING CONTRACTOR FROM THE DATE OF : '- ' A INDICATED ON THE DRAWINGS SHALL BE CONSIDERED CORRECT BUT FOR LABOR,MATERIALS AND EQUIPMENT,AND OTHER INDEBTEDNESS CONNECTED WITH HIS WORK FOR WHICH 7 PROVIDE AND MAIN AIN NEC O , TIONS S 3-ALLDIMENSIONSANDLOCA ---.- --- --- -__-.----------------___--- , THE OWNER OR HIS PROPERTY MIGHT IN ANY WAY BE RESPONSIBLE,HAVE BEEN PAID OR OTHERWISE SATISFIED. REMAIN. UPON COMPLETION,REMOVE ALL PROTECTION AND CLEAN DOWN ALL SURFACES AND LEAVE ALL THE OWNER'S ACCEIP NCE,ADDITIONAL MANUFACTURER WARRANTIES SHALL BE PROVIDED WHEN APPROPRIATE. SHALL BE UNDERSTOOD THAT THEY ARE SUBJECT TO MODIFICATIONS AS MAY BE NECESSARY OR DESIRABLE AT _;�. __.,� -'._ - --; - ., ,:_ _ I . ' ED VERTICALLY)ABOVE FLAT ROOF. - - =-_ --- - - -------- - THE TIME OF INSTALLATION TO MEET UNFORESEEN OR OTHER CONDITIONS. CONSTRUCTION IN A CLEAN,ORDERLY CONDITION. DUST SHALL BE KEPT AT A MINIMUM WITH PROTECTIVE 5 ALL ROOF INTERSIE IONS TO HAVE FLASHING TO EXTEND 8 (MEASIJR VE ) � - COVERING REQUIRED OVER EXISTING FINISHES CARPET ETC. TO BE PROVIDED. 6-FOR ROOFS PITCHED 3.12 AND UP NEW ROOFING SHALL BE ASPHALT SHINGLES NLESS OTHERWISE NOTED __ I . , -- ----_. DIMENSIONS SUPERSEDE SCALED DIMENSIONS AND ARE SUBJECT TO INSURANCE AND WARRANTIES ( ) N 1 ,, +. .', 4 DO NOT SCALE DRAWINGS. WRITTEN a - I -- �� -- -- REVISIONS AS PER ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL All DIMENSIONS AND 8 THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE CAUSED BY IMPROPER PROTECTION AND OVER 15#FELT,1 LAYER OF UNDERLAYMENT REQUIRED WHEN ROOF PITCH IS 4:12 ANDABOVE,OTHERWISE TWO �• r-' _ - " - - -t-=---__`_ .�_ _- -- =_. �.� - CONDITIONS HEREIN SHO AND ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ARCHITECTS ATTENTION 1-EACH CONTRACTOR AND SUBCONTRACTOR SHALL CARRY WORKER'S COMPENSATION INSURANCE IN THE SHALL MAKE ALL REPAIRS WITHOUT COST TO THE OWNER. LAYERS SHALL BE USED FROM 3.12 UP TO 4.12,INSTALL AND LAP JOINTS AS PER NYS RESIDENTIAL BUILDING CODE � -- _j. L-_ W ND LIABILITY BODILY INJURY AUTOMOBILE AND OTHER INSURANCE IN THE 9-ALL REMOVALS SHALL BE NEATLY AND SAFELY DONE,CAUSING NO DAMAGE TO WORK TO REMAIN. DEBRIS AND AND MANUFACTURERS SPECIFICATIONS.PROVIDE AN ICE AND WATER SHIELD UNDERLAYMENT WITHIN 7-0 �L Z::� _ N WITH THE WORK. AMOUNTS PRESCRIBED BY LA ,A -- ,-. L BEFORE COMMENCING RUBBISH SHALL NOT BE ALLOWED TO ACCUMULATE AND SHALL BE PROMPTLY DISPOSED OF LEGALLY. PROJECTED HORIZONTALLY FORM THE INTERIOR SIDES OF EXTERIOR WALLS BELOW,FOR ALL ROOF OVERHANGS. - ,.-• " -LL - r `.-. —- - -�`"= 5 IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON AMOUNTS AND PERIODS SATISFACTORY TO THE OWNER, ( ( 1 _ 10 MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN,KEEP IN SERVICE AND PROTECT AGAINST DAMAGE DURING i. ASPHALT SHINGLES TO BE ATTACHED WITH A MIN OF TWO 12GX314"LONG GALVANIZED ROOFING NAILS MIN TWO - �_ ____�" - THESE PLANS,THE CONTRACTOR SHALL STOP ALL WORK AND NOTIFY THE ARCHITECT SO AS TO ALLEVIATE SUCH _ _ CONFLICT WITHOUT BURDEN TO THE OWNER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH 3 THE CONTRACTOR,ITS AGENTS,SERVANTS AND EMPLOYEES SHALL INDEMNIFY AND HOLD HARMLESS THE DEMOLITION OPERATIONS. PER SINGLE SHINGLIE AND SIX PER STRIP SHINGLE . NOTICE These drawings aro the Instruments THE WORK HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THERE FROM. OWNER AND THE ARCHITECT AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS,DAMAGES, EXCAVATIONS AND SUBSURFACE SOIL CONDITIONS i 7-FOR ROOFS PITCHED BETWEEN 1:12 AND 3:12,NEW ROOFING SHALL BE ROLLED ROOFING WITH AN ICE AND it P of service and are the property of the architect;' '' K 6-THE CONTRACTOR SHALL CHECK AND VERIFY LOCATION OF ANY EXISTING OVERHEAD OR UNDERGROUND LOSSES AND EXPENSES INCLUDING ATTORNEY'S FEES ARISING OUT OF RESULTING FROM THE PERFORMANCE OF ' WATER SHIELD UN DERLAYMENT WITHIN 7-0"(PROJECTED HORIZONTALLY)FORM THE INTERIOR SIDES OF EXTERIOR ! and they are available only for review and use ; '' In accordance with this notice. The drawings ELECTRICAL OR OTHER HAZARDOUS UTILITY LINES AND TO ARRANGE FOR THEIR SAFE RELOCATION THE WORK. 1-CONTRACTOR SHALL STRIP ALL TOPSOIL FROM EFFECTED AREAS OF THE SITE AND SAVE FOR REDISTRIBUTION. WALLS BELOW,FOR ALL ROOF OVERHANGS. I shown and described herein,includiong ail DIMENSIONS AND CONDITIONS AT THE BUILDING NO 4-IN ANY AND ALL CLAIMS AGAINST THE OWNER OR THE ARCHITECT OR ANY OF THEIR AGENTS OR EMPLOYEES BY THE CONTRACTOR SHALL THEN REMOVE ALL EXCESS EARTH FROM THE SITE. ' 8-FOR ROOFS BELOW 1;12 BUILT UP'ROOFING SHALL BE A 20 YEAR JOHNS MANVILLE ROOFING SYSTEM, j t hicai drawings and details thereof,ars 7-THE CONTRACTOR SHALL BE HELD TO HAVE VERIFIED D I proprietary a d cannot be copied,duplicated or R LABOR EQUIPMENT OR MATERIALS REQUIRED OR FOR DIFFICULTIES ANY EMPLOYEE OF THE CONTRACTOR,OR SUB CONTRACTOR,ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY 2 PRIOR TO EXCAVATION THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL BELOW UTILITIES, 1 CONSISTING OF 1 LAYER OF NRGII ISO, LAYER OF DYNABASE SET IN MBRCAA,AND 1 LAYER OF DYNAKAP SET IN MBRCAA j 1 otherwise commercially exploited,in whole or I LATER CLAIMS WILL BE CONSIDERED FOR QU r FORMATION LACK OF SITE INSPECTIONS OR IMPROPER EVALUATION OF ANY OF THEM OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE,THE INDEMNIFICATION OBLIGATION WATER ATHE WbRK,2ND SEWAGE LINES,DRYWELLS,SEPTIC SYSTEMS,AND ANY OTHER FACILITIES. j 9 NEWWORK SHALL 11E IN AND LAPSO AS TO PREVENT LEAKAGE ACCORDING TO ACCEPTABLE BUILDING part,without the expressed written pennmislon' ENCOUNTERED BECAUSE OF LACK OF INI of the Architect All rights reserved. THE WORK INVOLVED. UNDER THIS PARAGRAPH SHALL NOT BE THE VVORK,2LIMIT IN ANY WAY BY ANY LIMITATION ON THE AMOUNT OR 3 ALL EXISTING FILL,ROOTS AND OTHER UNSUITABLE BEARING MATERIAL SHALL BE REMOVED AND FOOTINGS j PRACTICES ADDRESSED IN THE NYS RESIDENTIAL BUILDING CODE. ; � ; , COMPENSATION OR BENEFITS PAYABLE BY OR FOR THE ORSUB-CONTRACTOR CARRIED TO THE BOTTOM OF SUCH EXCAVATION. 10-ALL EXTERIOR MAILING SHALL BE ALUMINUM OR GALVANIZED. MATTITUCK OFFICE BUI'LIDI ii. G ' I' copyright JOHN F.cwroBiaNco.AIA ' 8-CONTRACTOR MUST VERIFY WITH HIS LICENSED ELECTRICIAN IF AN UPGRADE OF ELECTRICAL SERVICE IS TYPE OF DAMAGES, Ii 1 REQUIRED FOR THIS PROJECT PRIOR TO SUBMITTING A BID. UNDER WORKER'S COMPENSATION ACTS,DISABILITY BENEFIT ACTS OR ANY OTHER EMPLOYEE BENEFIT ACTS. 4-ALL FOOTINGS SHALL BEAR ON VIRGIN SOIL HAVING A MINIMUM BEARING CAPACITY OF TWO(2)TONS PER ! 11-FLASHING TO BE PROVIDED AT ALL ROOF PENETRATIONS,PIPES,VENTS,SKYLIGHTS,CHIMNEYS AND ROOF ' I is : OF MASTS METERS SUB-PPANELS,ETC.FOR RELOCATION AS REQUIRED 5-ALL WORK LET UNDER THESE DRAWINGS SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIAL AND SQUARE FOOT,CONTRACTOR TO VERIFY ASSUMED SOIL•BEARING CAPACITY AND SHALL ASSUME FULL VENTILATORS,FLASIHING TO BE PRdVIDED AT HIPS,RIDGES,VALLEYS,CHANGES OF ROOF SLOPE,GABLETHE ! % ; 9-CONTRACTOR TO VERIFY LOCATIONSPROPOSED 2ND STORY OFFICE ADDITION FOR THE PROJECT,CONTRACTOR MUST ALSO NOTIFY THE ARCHITECT OF LOCATIONS IF NOT SHOTHE WORK 2WN WORKMANSHIP FOR A PERIOD OF ONE(1)YEAR FROM THE DATE OF THE ACCEPTANCE OF THE OWNER. GRANTING RESPONSIBILITY FOR SAME CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY SOIL VARIATION OR CONDITION WORK,2 ENDS AND 1TOP OF FOUND.WALLS. i i !I ON PLANS. A CERTIFICATE OF OCCUPANCY,OR THE OWNER'S USE OF THE PREMISES SHALL NOT CONSTITUTE ACCEPTANCE OF ADVERSELY AFFECTI NG ASSUMED BEARING CAPACITY PRIOR TO THE POURING OF ANY FOOTINGS. 12-INSTALL SHI MS TO PROVIDE ROOF'PITCH UNDER SHEATHING AND PERPENDICULAR TO THE ROOF JOISTS TO CONTRACTOR'S RESPONSIBILITIES FOR COORDINATION AND WORKMANSHIP THE WORK. 5-IN THE EVENT THAT THE CONTRACTOR DISCOVERS CLAY,SILT,OR OTHER SOIL,THE CONTRACTOR SHALL PROVIDE FOR ROOF'VENTING IN FLAT ROOF AREAS. 1 31 7 5 R O U T E 2 5 (MAIN R D), ; I i' i 6•THE CONTRACTOR SHALL ALSO DELIVER ALL MANUFACTURES WARRANTIES,GUARANTEES,OPERATIONAL AND COORDINATE A TEST BORING IN ACCORDANCE WITH THE OWNER I CONTRACTOR AGREEMENT TO VERIFY THE 13-ALL INTERIOR LEADERS ARE TO DAVE 117 FOAM SOUK INSULATION OVER PVC PIPING,(REV. 06) �,( Q I 1 THE CONTRACTS SHALL COORDINATE SCHEDULING OF SUB CONTRACTORS AND OTHER CONTRACTS AND MAINTENANCE MANUALS PERTAINING TO HIS WORK PRESUMED MINIMUM BEARING CAPACITY. 14-CONTRACTOR SHALL PROVIDE G�ERS AND LEADERS AS REQUIRED AND SHALL CONNECT THEM TO THE M ATT I T C I\ N Y 1 1 �J rJ 2 SHALL PROVIDE EVERY POSSIBLE COOPERATIVE EFFORT TO COORDINATE COMPLETION OF ALL WORK. THE 7•EACH CONTRACTOR SHALL ALSO DELIVER TO THE OWNER WRITTEN GUARANTEE IN FORM AND WHOSE TERMS 6 ALL EXTERIOR FOOT/NGS SHALL BE A MINIMUM OF 4-0'BELOW GRADE UNLESS NOTED OTHERWISE IN PLANS. APPROVED STORM VNATER DRAINAC SYSTEM. EM WILL BE ESTABLISHED IN THE AGREEMENTS BETWEEN EACH CONTRACTOR AND THE OWNER. ! 1 i I I , : I GENERAL CONTRACTOR SHALL COMPLETE A COMPREHENSIVE SCHEDULEI ;: FOR ALL WORK PERTAINING TO ALL AND EXT �i (D z , . , i j ; � CONTRACTS AND SHALL SUBMIT THE SAME TO THE OWNER IN ACCEPTABLE FORMAT FOR REVIEW WELL IN CONCRETE&FOUNDATION NOTES: : I CE CONSTRUCTION FINISH WORK NOTES: I ADVANCE OF WORK COMMENCEMENT. ! Z 0 t � ARCHITECTS SERVICES DURING CONS , ; i I ter■ 2-THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE OWNER TO MINIMIZE 1-PERFORM REQUIRED ALTERATIONS TO EXISTING CONCRETE. NEW WORK INSTALLED ADJACENT TO AND . N INTERRUPTIONS TO NORMAL OWNER OPERATIONS. 1-THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE GENERAL CONTRACTOR OR ANY CONNECTING WITH PRESENT WORK SHALL MATCH EXISTING. JOINTS BETWEEN NEW AND EXISTING WORK SHALL BE 1-TRIM,MOLDINGS,!CASTS,WINDOW FRAMES,ETC.SHALL MATCH EXISTING UNLESS OTHERWISE NOTED ON ; I j Q ROWELED SMOOTH AND EVEN. PROVIDE EXPANSION JOINTS AS REQUIRED. DRAWINGS PAINT OR STAIN AS PER'OWNER. 3-EACH CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING,FITTING AND PATCHING OF HIS WORK THAT MAY BE SUB CONTRACTORS NOR SHALL HE GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. THE OBLIGATION OF T 00 Q R OF HIS CONTRACT:NO CONTRACTOR SHALL ENDANGER ANY WORK OF ANY THE CONTRACTOR SHALL NOT EXTEND TO THE LIABILITY OF THE ARCHITECT,HIS AGENTS OR EMPLOYEES. 2-FOOTINGS AT DIFFERENT LEVELS SHALL BE STEPPED SO THAT THE CLEAR DISTANCE BETWEEN ADJACENT 2-CONTRACTOR ShVAII PROVIDE WOOD STEPS TO GRADE(UNLESS OTHERWISE NOTED). NUMBER OF STEPS AS "" p i' I i , J �^ ' REQUIRED TO COMPLETE THE WORK Q ' Q OTHER CONTRACTOR BY EXCAVATING CUTTING,OR OTHERWISE ALTERING ANY OF ANY OTHER CONTRACTORS 2•THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR,NOR HAS CONTROL OR CHARGE OF CONSTRUCTION MEANS, BOTTOM EDGES SHALL NOT EXCEED A SLOPE OF ONE VERTICAL TO TWO HORIZONTAL. REQUIRED BY GRADE,ALL DECK LUMBER TO BE A.C.Q.(ARSENIC FREE PRESSURE TREATED LUMBER) $?3 ;. ! i rr� WORK,AND NO CONTRACTOR SHALL DO SO WITHOUT PRIOR WRITTEN CONSENT OF THE OWNER. ANY COSTS SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS. THE CONTRACTOR SHALL BE 3-CONCRETE FOUNDATIONS SHALL BE POURED CONTINUOUSLY. IF POUR IS INTERRUPTED A VERTICAL KEY SHALL 3-ALL EXTERIOR WOOD FENCE AND DECKING MATERIALS TO BEWATER SEALED. I CAUSED BY DEFECTIVE OR ILL-TIMEDWORK SHALL BE BORNE BY THE PARTY RESPONSIBLE THEREFORE. RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING rlwt WORK DURING CONSTRUCTION AGAINST DAMAGE, BE PROVIDED. HORIZONTAL JOINTS ARE NOT PERMITTED. 4 CONTRACTOR SHALL SEAL AND I OR PRIME ALL DOORS IMMEDIATELY UPON INSTALLATION TO AVOID WARPING. _ I ! 4 CONTRACTORS OR SUB CONTRACTORS WHOSE WORK AND INSTALLATIONS REQUIRE SLEEVES,HANGER BREAKAGE COLLAPSE DISTORTION AND MISALIGNMENT ACCORDING TO APPLICABLE CODES. 4•CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF SLOTS,PIPE SLEEVES,INSERTS,ANCHOR BOLTS, 5-ALL GLAZIN'GAND SKYLIGHTSSHALL BE IN ACCORDANCE WITH THE NYS RESIDENTIAL BUILDING CODE FOR }� ;.; ; ' I, L.j.� ' o N WORK OF OTHER CONTRACTORS SHALL INSTALL OR 3 THE ARCHITECT HAS NOT BEEN RETAINED ON THIS PROJECT FOR BIDDING AND/OR THE NEGOTIATION AND ELECTRIC CONDUITS,ETC.AS REQUIRED FOR TRADES BEFORE PLACING CONCRETE. ( IMPACT RES13TANCES. - : ,. (REV. 3196) rN I m �"� ; INSERTS,BOLTS,ANCHORS,ETC.,TO BE BUILT INTO THE .5-A CONCRETE BLOCK FOUNDATION WALL SHALL BE ACCEPTED IN LIEU OF POURED CONCRETE WHERE PERMITTED 6 ALL GYPSLMJ BOAIRGWALLS AND G�EILINGS SHALL BE TAPED AND SANDED WITH A MIN OF 3 COATS OF SPACKLE I I I I PROVIDE THESE ITEMS TO THE APPROPRIATE CONTRACTOR WHO WILL SET THESE TO WORK IN THE LOCATIONS ADMINISTRATION OF THE CONTRACTS FOR CONSTRUCTION OF THIS PROJECT. -- ESTABLISHED BYTHECONTRACTORWHO REQUIRES THESE ITEMS. THESE ITEMS SHALL BE PROVIDED AND THEIR 4-THE ARCHITECT IS NOT RETAINED FOR SITE INSPECTIONS ANDIOR OBSERVATION OF THE CONSTRUCTION. BY LOCAL CODES. PRIMED AND READY'FOR WALL FINISHING,AS PER OWNER. ! ' U.. Z T_ I ADVANCE SO AS NOT TO DELAY THE PROGRESS OF A JOB AS A 5-NO REQUEST FROM ANY PARTY FOR INFORMATION REGARDING CLASSIFICATION AMPLIFICATION OR 6-FOR CRAWL SPACES,BASEMENTS AND CELLARS,ANCHOR BOLTS SHALL BE 518"DIA WITH MINIMUM 7-THE OWNER SHALL SELECT ALL COLORS FOR APPLIANCES,PAINT,TILE,CABINETRY,EXTERIOR PAINTING, v I I ( I (L �"" LOCATIONS COORDINATED SUFFICIENTLY IN I i L BE INCORPORATED SO THEY WILL MEET-THE CORRECT.PHYSICAL ELEVATIONS OF EXPLANATION OFTIIE"6RAWANGS OR NOTATION,OR REQUEST.FOR PERMISSION TO VARY OR DEVIATE FROM THE EMBEDDMENT OF 18"FOR MASONRY WALLS AND T'FOR POURED CONCRETE WALLS.THERE SHALL BE A MINIMUM COUNTER TOPS,ANID KITCHEN CABINETS, WHOLE. ALL SUCH ITEMS SHALL I O �.. C EL THEY SHALL BE SECURED INTO THE FRAMEWORK FOR CONCRETE SO AS TO MAINTAIN REQUIREMENTS OF THESE DRAWINGS OR NOTATIONS,WILL BE ENTERTAINED BY THE ARCHITECT,UNLESS THEY OF TWO BOLTS PER SILL,MAX.ONE FOOT FROM CORNERS AND 6'FROM END CONDITIONS,AND SPACED 8-CARPETING SHALIL BE FURNISHED AND INSTALLED AT THE OWNERS EXPENSE UNLESS OTHERWISE AWARDED IN FLOORS AT EACH LEVEL, THEIR PROPER LOCATION AND POSITION DURING THE PLACING OF CONCRETE AIND REMOVAL OF FORMWORK ARE SET FORTH IN WRITING AND ADDRESSED TO THE OWNER. IF THE OWNER REFERS THESE REQUESTS TO THE THEREAFTER A MAX.6-0"O.C.FOR SINGLE STORY STRUCTURES AND 3-Y'O.C.FOR TWO STORY STRUCTURES AND THE CONTRACT 7. E � 1� `�, z I MAKE TIMELY SUBMISSIONS TO THE OWNER OF THE VARIOUS ITEMS SET FORTH SO ARCHITECT,THE ARCHITECT WILL WITH REASONABLE PROMPTNESS CONSIDER THE MATTER AND RESPOND IN 23"O.C.FOR THREE STORY STRUCTURES.NOTE THAT TWO STORY STRUCTURES WITH ROOF SLOPES EQUAL TO OR 9•CONTRACTOR SHALL PATCH AND MATCH ALL FINISHES AFFECTED BY THE NEW CONSTRUC70N FOR BOTH THE w 5-THE CONTRACTORS SHALL4 y AS TO ALLOW REASONABLE AND ADEQUATE TIME FOR REVIEW POSSIBLE CORRECTION,POSSIBLE RESUBMISSION, WRITING TO THE OWNER FOR TRANSMITTAL TO THE PARTY CONCERNED. THE ARCHITECT DOES NOT,NOR WILL GREATER THAN 7:12 SHALL BE CONSIDERED THREE STORIES. INTERIOR AND EXTERIOR i I 'M S : ! ' " H W AND FOR APPROVAL OF SUBMISSIONS WITHOUT DELAYING THE PROGRESS OF THE ENTIRE PROJECT OR ANY ASSUME,ANY RESPONSIBILITY WITH REGARD TO THE ABOVE ME90NED TYPES OF INQUIRY UNLESS ABOVE 7-FOR SLABS ON GRADE AND LOCATIONS WHERE THE EXTERIOR WALL PLATE BEARS DIRECTLY ON THE 10-UPON COMPLETION OF THE WORK,THE CONTRACTOR SHALL BROOM CLEAN ALL AFFECTED AREAS AND CART � I i ' " 0 , N ! PROCEDURE IS FOLLOWED. FOUNDATION WALL,ANCHOR BOLTS SHALL BE 518"DIA.WITH MINIMUM EMBEDMENT OF 18".THERE SHALL BE A AWAY ALL DEBRIS. . i \ ! j W („� PHASE OF THE PROJECT. L 6-ANY MATERIALS OR WORKMANSHIP FOUND AT THE TIME TO BE DEFECTIVE SHALL BE REMEDIED AT ONCE, MINIMUM OF TWO BOLTS PER SILL,MAX ONE FOOT FROM CORNERS AND 6'FROM END CONDITIONS,AND SPACED 11-WATERPROOF AILL BATHROOM FLOOR AND PROVIDE COVE BASE AS PER NYS RESIDENTIAL BUILDING CODE. 01 ACTOR IN TEMPORARY PROTECTION AND STRUCTURES THEREAFTER A MAX.33"O.C. 12 ALL STAIR CONS TEJCTION TO COMPLY WITH NYS RESIDEN1TAl'BUILDING CODE. m O (n REGARDLESS OF PREVIOUS INSPECTION. THE INSPECTION OF THE WORK IS INTENDED TO AID THE CONTRACTOR 8 PROVIDE CONTINUOUS METAL TERMITE SHIELD WITH ALL JOINTS SEALED ALONG PERIMETER WALLS AND 13•GLASS ENCLOSURES AROUND SHOWERS AND TUBS SHALL BE IN COMPLIANCE WITH THE NYS RESIDENTIAL a ! ; i I APPLYING LABOR AND MATERIALS TO AND IN ACCORDANCE WITH THE SPECIFICATIONS,BUT SUCH INSPECTION i I SHALL NOT OPERATE TO RELEASE THE CONTRACTOR FROM ANY OF HIS CONTRACTUAL OBLIGATIONS. 1•THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY ELECTRIC,WATER,TOILET FACILITIES,FENCING, SHIELDED TERMITE COLLARS AT PLUMBING PIPES IN CRAWL SPACES UNLESS OTHERWISE NOTED. BUILDING CODE. I P AS AGREED UPON BE THE OWNER AND THE CONTRACTOR, UPON 9 MI NIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS TO BE AS FOLLOWS: !! �e I 7•ALL NEW MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE IMTH MFG.LATEST PRINTED BARRICADES,SECURITY,AND CLEAN U Zo SPECIFICATIONS AND WITH CODE REQUIREMENTS. COMPLETION OF WORK,THE CONTRACTOR SHALL BROOM CLEAN ALL AFFECTEDAREAS AND CART AWAY ALL DEBRIS. A)FOOTINGS,PIERS,FOUNDATION WALLS:FC=3,000 P.S,I.STONE CONCRETE. �' I BALL MATERIALS SHALL BE NEW,AS CALLED FOR IN THE DRAWINGS,AND THE B EST OF THEIR RESPECTIVE KINDS. 2-THE CONTRACTOR SHALL CONDUCT ALL WORK TO PRECLUDE THE EFFECTS OF WEATHER ON COMPLETED WORK B)SLAB ON GROUND;FC:2,500 P.S.I.CONCRETE. i I, I0 N THE CONTRACTOR WITHOUT WRITTEN APPROVAL OF THE ARCHITECT SHALL MAIKE NO SUBSTITUTIONS.FOR OR WORK I N PROGRESS. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND EXPENSE OF TEMPORARY C)SUPERSTRUCTURE,SLAB:FC:3,000 P.S.I.CONCRETE. D .. �4.5� PORTIONS OF THE WORK NOT SHOWN IN DETAIL BUT WHICH ARE SHOWN GENERALLY OR FOR REASONABLE ENCLOSURES WHERE NECESSARY. DUST PARTITIONS ARE TO BE PROVIDED BETWEEN WORK AREAS AND THE REST 10•ANTI-HYDRO SHALL BE ADDED IF POURING TAKES PLACE AT 32 DEGREES F OR LESS. i' INFERABLE AS BEING REQUIRED FOR A PROPER AND COMPLETE INSTALLATION, THE MATERIAL,METHODS,AND OF THE BUILDING. 11-CONCRETE:WORK INCLUDED. } ! i 4 EXISTING MUNICIPAL II I WORKMANSHIP SHALL CONFORM,AS A MINIMUM,TO THE TYPICAL OR REPRESEINTAl1VE DETAIL THROUGHOUT THE 3-EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LOSS OR DAMAGE ARISING FROM THE ACTION OF THE A)ALL FOOTINGS,FOUNDATIONS,STEPS,PLATFORMS,ETC.,AS PER DRAWINGS. ; CORRESPONDING PARTS OF THE BUILDING. ELEMENTS SUCH AS WATER,HEAT,WIND OR OTHER UNFORESEEN DIFFICULTIES THAT MAY BE ENCOUNT FRED IN B)ALL CONCRETE SLABS, PARKING AREA N co 1 i I ;. R EACH C ALL OTHER WORK AS REQUIRED BY DRAWINGS. I \ EX�ST�NG ' ' 0 . E UNDER HIS CONTRACT. IN THE EVENT OF ANY SUSPENSION OF MRK EA PERFORMING THE WORK TO BE DON ) 9 NO MATERIALS OF ANY KIND SHALL BE USED UPON THE WORK UNTIL IT HAS BIEENINSPECTEDAND ACCEPT/=D BY PE i �"'� THE OWNER. ALL MATERIALS REJECTED SHALL BE IMMEDIATELY REMOVED FRC)M THE WORK AND NOT AGAIN CONTRACTOR OR SUB-CONTRACTOR SHALL PROTECT HIS WORK AND MATERIALS AGAINST DAMAGE. ANY WORK OR D)SET ANCHOR BOLTS. STORY THAT HAVE BEEN DAMAGED OR DESTROYED BECAUSE OF FAILURE OF ANY CONTRACTOR OR 12•DAMP PROOFING:WORK INCLUDED SUEiJECT PROPERTY gU1l.DING I I I lasseas' OFFERED FOR INSPECTION. MATERIALS i . I O 10•ALL WORK SHALL BE EXECUTED INA WORKMANLIKE MANNER AND ALL MECHANICS SHALL BE SKILLED IN THEIR TRADE. SUB-CONTRACTOR TO SO PROTECT HIS WORK OR MATERIALS SHALL BE PROMPTLY REMOVED AND REPLACED BY A)ALL SURFACES TO BE DAMP PROOFED SHALL BE DRY,CLEAN AND SMOOTH, �/ I i-ITEMS SHOWN ON PLANS BUT NOT SPECIFICALLY STATED IN THE SPECIFICATIONS AND/OR VICE VERSA SHALL BE THE CONTRACTOR. FREE OF DUST,DIRT,VOI DS AND CRACKS AND SHARED PROJECTIONS, `' \ i I Q W CONSIDERED TO BE INCLUDED IN THE CONTRACT. 4-THE CONTRACTOR SHALL CONDUCT ALL WORK IN SUCH A MANNER SO TO NOT IMPAIR THE STRUCTURAL 6)ALLOW 24 HOURS PRIOR TO BACKFILLING. e I ' I I 12•THE CONTRACTOR SHALL,UPON COMPLETION OF THE WORK,REMOVE FROM THE PREMISES ALL DEBRIS, INTEGRITY OR STABILITY OF ADJACENT STRUCTURES,EQUIPMENT,OR UTILITIES. SHOULD DAMAGE OCCUR AS A C)APPLY MASTIC EMULSION ONLY WHEN TEMPERATURE IS 40 DEGREES F AND �s� 1 1 LINE O F EXI STI NG 1 ' G TOOLS,EXCESS MATERIALS AND APPURTENANCES AND LEAVE THE PRMISES IN A"BROOM CLEAN"CONDITION. RESULT OF THE WORK,THE CONTRACTOR SHALL REPAIR OR REPLACE SAID DAMAGED ITEMS TO THE SATISFACTION RISING AND IN DRY WEATHER. Q�, : 3; ; . OF THE OWNER,AND AT THE CTHE W�ORK,20NTRACTORS EXPENSE. THE CONTRACTOR SHALL BEAR ANY AND ALL D)APPLY CELOTEX TROWEL MASTIC OR APPROVED EQUAL ON ALL FOUNDATION s j�� \ 1 1 STO. ;BUILDING j ENGINEERING CONSULTATION MATERIALS TESTING REPAIR WALLS BELOW GRADE AT BASEMENT AND CRAWL SPACES,THE MASTIC WORK, �, / ) I i ; . COSTS ASSOCIATED VNTH WORK DISCONTINUATION,E / : CODE COMPLIANCE /� . y AND ALL MISCELLANEOUS RELATED ITEMS. SHALL BE APPLIED AT THE RATE OF 118"THICKWET. 'py I " / 7 t .! ORS SHALL BUILD IN COMPLIANCE WITH ANY AND APPLICABLE NYS 5 THE CONTRACTOR SHALL BRACE,SHORE,REINFORCE AND/OR UNDERPIN ALL STRUCTURES,INCLUDING / /1 -yL , ' 1-ALL CONTRACTORS AND SUBCONTRACT ' RESIDENTIAL BUILDING CODES AS WELL AS THE REQUIREMENTS THE WORK,20F LOCAL AGENCIES. THESE NEIGHBORING STRUCTURES,AS REQUIRED FOR SAFE OPERATION. 14 DAMP PROOFING:WORK INCLUDED j// \ ' S 1 INSTALLATIONS 6-THE CONTRACTOR IS TO TAKE ALL NECESSARY AND PRUDENT STEPS TO SHORE AND BRACE EXISTING A)ALL SURFACES TO BE DAMP PROOFED SHALL BE DRY,CLEAN AND SMOOTH, / //j . \ j RESPONSIBILITIES INCLUDE BUT ARE NOT LIMITED TO MATERIALS,EQUIPMENT,APPLICATION , THE PROPER SEQUENCE OF TRADES AND PHASES OF CONSTRUC110N,FILING PROCEDURES,AND GENERAL STRUCTURES PRIOR TO INSTALLATION OF HEADERS FOR NEW OPENINGS. THE PROPER AND SAFE EXECUTION OF FREE OF DUST,DIRT,VOIDS AND CRACKS AND SHARED PROJECTIONS. %' �` i i W ACCEPTABLE BUILDING PRACTICES OUTLINED BY THESE CODES, THESE REQUIREMENTS SHALL PERTAIN TO THE THIS WORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. B)ALLOW 24 HOURS PRIOR TO BACKFILLING. /i SEAL C APP MASTIC EMULSION ONLY WHEN TEMPERATURE IS 40 DEGREES F AND j t41 , , I ; PROPERTY ADDRESSED HEREIN AS WELL AS ANY NEIGHBORING PROPERTIES TIHAT MAYBE AFFECTED BY ITS ) LY I ALTERATION. 8E IT KNOWN THAT ALL NOTES AND SPECIFICATIONS SHOWN HEREIN,WHICH MAKE REFERENCE TO RISING AND IN DRY WEATHER. 1.5 \ I ! Z 11 ED I D APPLY CELOTIX TROWEL MASTIC OR APPROVED EQUAL ON ALL FOUNDATION W R AR SAID RESPONSIBILITIES,ARE RECOMMENDATIONS OF THIS OFFICE AND ARE SUBJECT TO CHANGE AS PER ANY ) OL i .1 - ; \ I . ! �(� c e/C,y/� GOVERNING AGENCIES AND REPRESENTATIVES THEREOF,ANY DISCREPANCIES WHICH MAY ARISE BETWEEN WALLS BELOW GRADE AT BASEMENT AND CRAWL SPACES)MASTIC SHALL BE F , THESE DRAWINGS AND SAID REQUIREMENTS SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION BEFORE THE APPLIED AT THE RATE OF 118"THICK WET. �2 x yY ' �� qti F COMMENCEMENT OF THE WORK IN QUESTION. ! S.R•25 i I: I Q I �o co C� III i MA►N RO �j ;I y� G Wit; AREA \ i I K I i R \ A Q p,VE �'`� ASPHALT P r ', , i � � � . SOUND _ 1398 ' y� o I SOF NES �N: I ♦ 11 . . Q� i \ I j 1 . ' \ ; 3: TITLE ' I _ _ _ _ _ I I � COVER SHEET CONCRETE SIDE WALK 1 g r DATE: Issue Date SCALE: As Indicated 17 SI E LOCATION MAP , DRAWN BY: Author CHECKED BY: Checker 2 MAIN ROAD S. R. ;25MAR Q 20 . L----------j outho!�To�n 1'� = 160'-0° PLOT PLAN II JOB t: : SHEET i Piann?nc�Board 1 n = ZOr-Oo I ( i'1 T-1 1 i : . � ' ! 1 : . L- I I N67037'40"E I N67037'40"E jk 12.04' 12.04' GATED ACCESS TO S22022'00"E ®; Q MUNICIPLE LOT 110.00' CLF N2554'50 k F._ _ o Q co m 3 f. ! . 216.60' ! $' Z CIS! G c LL. - CD f I � j L O _ O m it ■ .0 m I _ co N F- t!� U - i 1 I A N 1 "' BY REVISIONS DATE ZONING CALCULATIONS PER TOWN OF SOUTHOLD S S.C. TAX #: 1000 - 140 - 3 - 38.4 ZONE: HB FLOOD ZONE: NO o LOT AREA - 14793 SF REQUIRED EXISTING PROPOSED COMMENTS LOT SIZE (SF) 20,000 SF 14793 SF NO CHANGE ��? 1 1 T o �� j LOT WIDTH (FT) 60 FT 65.5 FT NO CHANGE an s25 545o E 75.64' T DEPTH FT 250 FT 216.6 FT NO CHANGE FYSB (FT) 15 FT 56.8 FT 53.4 FT COMPLIES , ,1 N77007'49'E "III NO"CE These drawings are ehe lastmmenis of service and aro the property of the architect; 4'65 III and they aro available only for review and use SYSB (FT) 10 FT 13.5 FT & 8.8 FT 11.5 FT & 8.8FT VARIANCE REQUIRED ? ! In accordance with thin antics. Th.drawings shown and described herels,includiong dl technical drawings and details thereof,are AGGREGATED SYSB (FT) 25 FT 22.3 FT 20.3 FT VARIANCE REQUIRED (p' ! proprietary and cannot be copied,dupilcated or Otherwise commerclal ex ,In whole or part,without the expret - wrttted n'permntbbn RYSB (FT) 25 FT 10 FT NO CHANGE `I of the Architect. All rights reserved. Copyright JOHN F.CAPOBIANCO.AIA LANDSCAPE AREA(%) 25% 573 SF = 4% NO CHANGE ' 14.5 LOT COVERAGE (%) 40 FT 5024 FT = 34% 5433.5 FT = 36% COMPLIES GP E BUILDING HEIGHT (FT) 35 FT 16 FT (+/-) 28.7 FT (+/-) COMPLIES j f NUMBER OF STORIES 2 1 2 COMPLIES RY i . 1 1 STO EXIST EXISTING OIL TANK O `N PARKING CALCULATIONS PER TOWN OF SOUTHOLD 8���� --- - EXISTING i J O 0 TYPE OF USE REQUIREMENT AREA REQUIRED PROVIDE/PROPOSED COMMENTS Fr71 ! Ewe � Q Q RETAIL 1 PER 200 SF (GROSS) 1250 SF 6.25 = 7 8.g� �N I � Oce ' r GATE j WAREHOUSE 1 PER 1000 SF (GROSS) 3780 SF 3.78 = 4 ! 1 m Lo U TOTAL 11 REQ 5 PROVIDED PREVIOUSLY APPROVED LINE OF EXISTING 1 Z e STORY BUILDING V— Q PROPOSED 13 TYPE OF USE REQUIREMENT AREA EXIST/REQ D PROPOSED ,^ � 1 1 �..� Z 1 1 � y, EXISTING - - 5 I � O N OFFICE 1 PER 100 SF (GROSS) 1650 SF 16.5 = 17 `` 1 W ! ' I II'. o I � TOTAL 25 REQ 5 PROVIDED VARIANCE REQIRED I 1 j !% Q — �O i F— NOTE U THERE IS DIRECT ACCESS TO EXISTING MUNICIPLE LOT ON CORNER OF SUBJECT PROPERTY. 1 NORTHWEST r N co ! XT S 1 _ 1, RYWELL REQUIREMENTS RAINFALL RATE - 3 D > 1,5 ! I ITEM AREA REQ. DRAINAGE VOLUME Q EXISTING 14220 SF 3in / 12in/ft x 14220sf 3555cf � 1 f **NOTE** 1 i TING DRYWELLS TO REMAIN. NO CHANGE TO IMPERMEABLE EXISTING SURFACE, NO ADDITIONAL DRYWELLS REQUIRED. 1 i WLLI i ,, cn z Fr, X -- D o, 'SEAL ;1 w w A Z Z G <r 1 bo ASP`{AUT PARKIN co 1 ! W P MCID 1 > p RED AR i r, to CA A 1 EXISTING F. SIGN 1 S26045'00"E � u 142.07' 13984 yO�" 1 , ! OF NE`N I � I i ;TITLE 2sa1�' i SITE PLAN ! CONCRETE SIDE WALK ' , DATE: Issue l�Ee SCALE: As indkated I 76°45 40'W E EXIST.C.C. 73.94' EXIST C.C. ASPHALT PAVEMENT ! Df�vrN sY: Author CHECKED BY: Checker lnl L� lJ ll 2017 MAR 0 JOB 1: SHEET i i a aouthc!t�Town Planni^a Board n PROPOSED PLOT PLAN MAIN ROAD S. R. 25 1 rr i% -091 A-101 I �p. i EXISTING r _ _ _//7 i BUILDING Q co rn NEW STL BEAM ABOVE W12x104 I C r a° F i NEW W12x26STL COL NEW W1 I { •c -co J I I 2x26 i �: I I� ... C 1 N L STL COL I I Z •: I I I � �I i j o i I I M ' f c _rn -�U- I I NEW 12 P.C. FND WALL w/24"x12" REI NF I I I I CONTINUOUS FOOTING I w I I ---_-_-� � ' I I s_ o � ; ------- - I I $ CV F U tr> �j I I _ ' 12._0.. I z ' -- --- o t EXISTING RETAIL EXISTING NG RETAIL ---- ---- Q i , EXISTING SLAB ON GRADE I j ; I __-' ' BY REVISIONS DATE I - o I — — _ — — — — — — — — — •< I I 0D — _ __ NEW STL BEAM ABOVE W1 2x94 i UP 13R NEW W12x26 I I I NEW W1 2x26 STL COL I L — NEW STL COLON 24 x30 CONC — — -� PIER w/48"x48"x12" REI NF I I v STL COL FOOTING. DOWEL AND EPDXY I I REBAR INTO EXISTING FOOTING (TYP, SEE DETAIL A-103/A) iw -- --- ` I ; - ---- : ' I ! I I I NOTICE: These drawings aro the Instmnwnb -- ---- #5 DOWEL c@ 10" 0/C 1 I ~ of service and aro the property ' and they are available only for review and se DRILL AND EPDXY NEW — — __—!— VV! In accordance with this notice. The drawings FND TO EXISTING. i z UP 9R 7, I 4 tsehchhas eravWng:area.au:thereof,.re I I NEW W1 2X26 STL COL I I proprietary and cannot be copied,duplicated of I' I otherwise commercially exploked,!In whole or', part,without the expressed written rmmisbn NEW W12x26 a• u of the Architect. All rights reserved. EXIST.WINDOW EXIST. DOOR l'' ° I i EXIST. DOOR EXIST. WINDOW STL COL l copyright JOHN F.cArosuwCo.AIA NEW STL BEAM ABOVE W12x104 r CN 1Kr / I ----------------------------- ------------- ------------- r%------------------------------- - ----- - --j L — L 2,10„ \vA/ I CN v o' 40'-5"+/-9XIS'SM BUILDI G LINEOF 4' o" NEW STL COLON 24"x30" CONC /� s�ooJdo of 0' 2ND FLOOR j u PIER w/48 x48 x12 FOOTING w/ 43'-9° O 4 #5 BAR BOTH WAYS //����� I 5'-o" O o�Po�� A B /©'����-�� A 48'-9' Q 2 ._ 0 p,103 n � ` 1 ST FLR A-103 j'. Z B.O. FND i 1 1/4" = 1'-0" W. O N EXISTING ROOF U • � � ! f LL LL Z r 13'-0 3'-6" 1'-3" 3'-5' 1'-3" 3'-5' 22'-9" - ! W '� � li 7=T 2 U. ,„ to15'-1 1/8” H.C. o 7 3R L, 11�111 �-�–F- DNOFFICEL LOBBY 11 13R WALL TYPES I I LIE - j I- _ '4'_ 178"_ N j - VENT MIN 8,_0„ - -- EXIST. WALL I QLO i 75CFM W — — — — — — NEW FND WALL - 12 POURD CONCRETE w/#5 REBAR VERTICAL @ 36 O/C ON 24 x12 FOOTING I - • • OPEN PEN AREA ----------- C� - - - - - - - - - - - - - - - - w/(5)#5CONTINOUSREBAR (TYP). OFFICE INT WALL- 2x4 WD STUD WALL 16" zo 11'-°' 20'-7 7/8" 10'-4° _ - --- F— NEW — 10 0/C w/5/8" GYP BD ON BOTH SIDES (TYP) b NEW EXT WALL- 2x6 WD STUD WALL 16" 2 j ' --- --- -- --- _ b 0/C w/5/8 GYP BD INTERIOR AND 3/4" CDX ! i I - I DN PLYWOOD EXTERIOR STORAGE ES/ i RAGE ---- ---- _ I HEADER SCHEDULE --- - -- SEAQ HEADER SIZE OPENING SIZE I OFFICE VICONF. - ---- FLED A c 2 2" x 8" UP TO 4'-0" I ROOM j F.cn o , 'Sig. O it o ! OFFICE p o n (2) 2"x 10" UP TO 6'-0" 0 15 -4 V of12'-0" 4'-0" 151-53/4" CN 1010 2'-0„ ! n n ' n co D. 2 2 x 12 UP TO8-0 , 9 1398Q SEE FLOOR PLANS OVER 8'-0" j L — - - — — — - - - - - - - - - - - - - - - - - — — - - - OFNE�y j NOTE: SEE PLANS FOR ANY DISCREPANCIES — — _ — — — — —AND ADDITIONAL SIZES THAT WILL TAKE I PRECIDENT OVER SCHEDULE. 3 N _ TITLE T-9" 3'-6" 41- ' 21'-o" 4'_a' ,_ il' ! I FLOOR PLANS 3 6- 48'- 9 -0 � 48' 9 LINE OF i I! DATE: issue Date *CAI.E: Asimncabd r DRAWN BY: Author CHECKED BY- Checker �� 2017 1ST FLOOR 2 �! A-103 , aos e: SHEETS rn 3 2ND FLR m -mt I.rrl ! !� I I � I, I i r � .0 � M 3 2� 1 ! .® � N FL � v Ai 3 ALUMINUM COPING DUCT SPACE EPDM BUILT-UP ROOFING ON 9"R-30 BATT j LL I� I 3/4"T&G PLY-WD SHEATHING INSULATION � I -� T.O. PARAPET ! _ T.O. PARAPET � ! 28' - 8" oaE�o• '1 PIECE 16"T 1560 28' - 8" _ SERIES R.R. 16"0/C' LO { b00 ■ .0 ti (3) 16"ML BEAM (2)2x6 TOP PLAl`E j — — — — _ C_EILING� c N 24 8 — — — — _ 8 2x4 HANGER 5/8"GYP BD I (3 L - j STRAPS CEILING 2x6 WD FR DROP LED RECESSED ' HEADER V I CL C G 16"O/ LIGHTING G (1YP)l - (3)2x10 ML 4x6 ML POST .0 Imo, Z - - -- co HEADER O -- - - - - (SEE PLAN) I I Q 2x6 WD STUDS c@ 16" f I ' O/C w/5/8 GYP BD 3/4"T&G PLY WD SUB-FLR S FINISH OV!ER 15# BY REVISIONS DATE BUILDING WRAP,ON 5/8 CDX PLY p { - ED FFICES E I F WDj'SHEATHING.' NEW 16"TJI 560 SERIES NEW W24x104 NEW W24x94 I I F.J. 12 O/C ., { I jEXISTING PARAPET TO I I 9"R-30 BATT INSULATION NEW W24x10 y y BE REMOVED I {I 2ND FLR t 1418" -� 2ND FSR 00 14' 87 co I N I - T.O. EXIST ROOFT.O. EXIST ROOF 12' - - - - - -- - - - - - -- -- - - - -- — --- - -- - - ------- --- - - - --------- - - - 0" I ' � ,On -o" - -- - -- - -- ------ - - - - --_-_:::-- ---- -- --- - ---- --- H. I EXISTING __ _ YovR ERv _ ----— ---�- - - — NOTICE: These drawings aro the instronients _ � -c c - - -- P '�C BEVERAGES -- - - - - - - - BLOCKING EXISTING ROOF of service and aro the property otme architect; G RO F -- --- - - - o - - -- &SUPPLIES ---- --- -- --- - -- -- - - -- - - - --- - - - - - - -- - --- g Or ---- --- ----- - - -- - ----- -- --- -------- _----- ---- ------" --- --- - -------- - -- - - ---- - -- ----- --- ° `� � in accordance with this noticeroTh drowin s' ' � Iand they are available only for - - ---- .- > I ! 11 shown and described heroin,includiong a ----------- - - - - - - - -- -- ----- - - - - - ---- --------- --- --- - ---- -- -- -- -- technical drawings and details thereof aro --- -- - - - - - -- - --- - - --- - - - - - - - - -- --- ----- ...- - - - - - - - - -- - ---------- ---- ... ---- -...- - ... -- - -- - - proprietary and cannot be copied,duplicated or Z , "_-... .i - - --- -- - otherwise commercially exploPoed,In whole or - } rmmis = r ---- -.._ _.. .. n part,without the expressed written M b O I of the Architect. All right reserved. EXISTING RETAIL JOHN F.CAPOSIANCO.AIA Copyright � - - .:. ,- . � _ -- - ---- -- - -- - 1_ST FLR 0.. i i' 1ST FLR X11 I I I I � o _ • - I , - ,, �, I I I I _I ' Z - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - M - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - -�- - - - Z O r FRONT ELEVATION SECTION 1\Iij1/411 = 1'-0" 1/411 = 1'-0" 0 N LLJ U. Z 1 2 32 1 3 ' ALUMINUM COPING Z U LO'T. . PT.O. PARAPET ARAPET VE7 0 . N 1 _ 811 28 E.I.F.S. STUCCO. COLOR TOU 7777= I A BE SELECTED BY OWNER j U) �- - CEILING 0 ___ I. I 24' 8" . Z F- ' HORIZONTAL SIDING TO MATCH EXISTING - - - - - - - ---.-..- -------- - - - -- --- - - - -- - - EXISTING EXTERIOR - -- - - - - WALL ( I- - M , . - ---- - ------- - - -- LU ------------- - ----- --- - - --- -- -- - - -- - , . --------- - - - - - - - - -- - -- -- - ---- -- -- - - -- - ---- -- - ----- -------------- W1 -- - _..-- -- ------ - -- - ----- - - - - --- - - -- - - - -- -- - - --- 2x26 STL COL - - -- - - - - - -- - ---- - - ---- - - -- - - --- -- -- - - — - -- - - -- ---- -- - -- - ------ --- - - --- - - --- -- - - -- - - I EXISTING SLAB ON � � � � REMOVE PORTION OF ASPHALT GRADE E.I.F.S. STUCCO. COLOR TO O PAVEMENT AS REQ'D. REPLACE I I I. TO MATCH EXISTING 1 ST FLR BE SELECTED BY OWNER I I. j i — �� � 1 ^ -- _ _ _ _ _ _ _ _ _ W 2ND FLR � : . . . { ' 2ND FLR 1'-4"xl'-4"x3/4"BASE �4' _8n — — — — — — — — n PLATE — — 14 8 I - 1"NON GROUT I #5 DOWELED AND (4)3/4"ANCHOR BOLTS EPDXY INTO EXISTING T.O. EXIST ROOF — _ _. - I I — JJ FND WALL 10 o/c — �� — j, i� T.O.. E IST ROOF #4 TIES @ 10"O/C - - --- - - - - --- _.. -- - - - --- - ---- -------- — 121 0@1 -(4)#5 REBAR _ � • • • , • EXISTING FOUNDATION HORIZONTAL SIDING TO _- __. -_ -- -- DOWEL&EPDXY MATCH EXISTING - -- -- - - -- - - - ----- --- --- _.—�- INTO EXISTING I EXISTING FOOTING I I I I - I - - - --- - ---- - — - I COLUMN COLUMN COLUMN - B.O. FND -- - --- - -- — --- - --- .. -- -- - --------- -3 1 I I I `, ------ -- - ------- --- --- - - - ---- - ------- ----------- (4)#5 REBAR I -- -- _._ ._...-- - ---- - : - -- . - -- - - - --- --- ---------- 2 o vIF II � c 8 x48"x1 T CONC - -- - - -----_- ---— - -..:-- -- ---------. - - - ---- -- C+o 4 _ _ FOOTING - \ - - - - --- --- --- ---- - --... ..- - - - -. - - -- ------ 0 - �� ----- ---- - -- - -- - - ---I _ -- - --- - - - -- ------ - -- i ER ---- --- ----_.._...-------COLUMN/PIER DETAIL CO -------- ------ - - - --------- �' A = - •- , • -- �-=--.. .-------- � -- ------- -- - __-____ _. -- -_ ._ __..- ------------ -----.- ------- -- � 9 13984 y0 i I 3/4" 1, 0.. ��; 1ST FLR 1ST FL OF NES ECJ I-I- - I- r - - - - - - - - - - - - - - - -� � - - I- I- - - - - - - = - - = - - I� -L �- -1--� r-I- - L T-I- - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - -- - -1 - ! - --� - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I', TITLE -- ELEVATIONS & SECTION LEFT ELEVATION RIGHT ELEVATION D 1/4" = 1'-On DATE: Issue Date SCALE: As indkabed DRAWN BY: Author CHECKED BY: Checker MAR 0 3 2017 JOB is SHEET i y A-103 -..Soutno:S Tow n { Planning 50ard I I BOARD MEMBERS � � Sud _ Southold Town Hall Leslie Kanes Weisman,Chairperson trQ' //0' 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantest Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank Qz George Homing p i`�.f 54375 Main Road(at Youngs Avenue) Kenneth Schneider G'QUNT{,� ,�}� Southold,NY 11971 th http://southoldtown.northfork.net —Pe jitL1 MTI1B(- ZONING BOARD OF APPEALSD F I V E TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax(631) 765-9064 MAR C 8 2017 r MEMO Souttioir Town Planning Board TO: Planning Board FROM: Leslie K. Weisman, ZBA Chairperson DATE: March 8, 2017 SUBJECT: Request for Comments ZBA #7059 —Orioli and Son Rental East LLC The ZBA is reviewing the following application, and enclosed copies of, ZBA application, and latest map. The Planning Board may be involved under the site plan review steps under Chapter 280 (Zoning), and your review and comments are requested at this time. The file is available for review of additional documentation at your convenience for reference if needed. NAME TAX#/ ZBA HEARING VARIANCE PLANS PREPARER ZONE DATE DATE STAMPED ORIOLI and 140-3- #7059 7/6/17 Chapter 280 3/6/17 John F. SON RENTAL 38.4 Bulk Capobianco EAST LLC HB Zone Schedule; Art XXIII 280-127 Your comments are appreciated by one week prior to above hearing date. Thank you. Encls. FORM NO. 3 ':o0 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: December 22, 2016 AMENDED: January 12, 2017 TO: Joan Chambers (Orioli) PO Box 49 Southold,NY 11971 Please take notice that your application dated October 19, 2016: For permit to construct addition and alterations to existing commercial building at: Location of property: 13175 Route 25, Mattituck,NY County Tax Map No. 1000— Section 140 Block 3 Lot 38.4 Is returned herewith and disapproved on the following grounds: The proposed addition and alterations to the existing building, on this 14,793 sq. ft. lot in the I lamlet Business zone is not permitted pursuant to Chapter 280-Bulk Schedule which requires a minimum lot size of 20,000 sq. ft. per use. Although permitted uses, there are four different uses on this lot. In addition ursuant to Article XVIII Section 280-127 the proposed uses req uire site plan approval from the Southold Town Planning Board. You may now apply to these agencies directly. a lhh Author ignatu Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. Fee:$ Filed By: Assignment No._ APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE House No. 13175 Street Route 25 Hamlet Matfituck SCTM 1000 Section 140 Block 3 Lot(s) 38.4 Lot Size 14793 sq. ft.Zone HB I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED Dec. 22nd,2016 BASED ON SURVEY/SITE PLAN DATED Owner(s): Orioli and Son Rental E LLC MailingAddress: 24 Orchard Dr. Woodbury, NY 11797 Telephone: (631)294-4241 Fax: Email: NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent,architect, builder,contract vendee,etc.and name of person who agent represents: Name of Representative: Joan Chambers for(4 Owner( )Other: Address: PO Box 49 Southold NY 11971 Telephone: (631)294-4241 Fax: Email: joanchambers10@gmaii.com Please check to specify who you wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), (0 Authorized Representative, ( ) Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED and DENIED AN APPLICATION DATED FOR: (\4 Building Permit ( )Certificate of Occupancy ( )Pre-Certificate of Occupancy ( )Change of Use ( )Permit for As-Built Construction ( )Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article: Mill Section: 280 Subsectimi: 127 Type of Appeal. An Appeal is made for: (SIJ A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Reversal or Other A prior appeal( )has, ( )has not been made at any time with respect to this property,UNDER Appeal No(s). Year(s). . (Please be sure to research before completing this question or call our office for assistance) Name of Owner: ZBA File# REASONS FOR APPEAL(Please be specific,additional sheets may be used with preparer's signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: There will be no appricaiable change in the character of the neighborhood. The proposed addition will add office space for the company that owns the other businesses on the proprety. While this does at a use to the property it will not increase traffic or parking requirements. Also neighboring properties to the east and the we appear to have more than the proposed four uses on lots that are approximately the same size. 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue, other than an area.variance,because: Adding a second story is the simplest way to meet the needs of owner's needs. Attaching an addition to another part of the building would be significantly more disruptive. 3.The amount of relief requested is not substantial because: The proposed addition falls almost entirely within the footrpint of the existing building. It will not increase tral or parking needs. The uses on the lot currently are all allowed retail uses. The addition will simply add offic space for the current owners of the businesses already operating on the property. 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: The addition does not significantly increase the footprint of the building. The finishbd height of the building will,be 28'-8"Which is approximately the same as the neighboring buildings to the East and West. 5.Has the alleged difficulty been self-created? { }Yes,or g No Why: The difficulty is related to the number of uses of the lot. The existing uses are all retail businesses owned a opertated by the same company. The proposed addition is to add office space for the management of that company. Are there any Covenants or Restrictions concerning this land? {vf No { }Yes(please furnish a copy) This is the XlMD M that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safely and welfare of the community. W4a-vi� Signatur5of Applicant or Authorized Agent 4� (Agent rat submit written Authorization from Owner) Sworn to before nae this �Q day of ,24 Notary Pu TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30, APPLICANT'S PROJECT DESCRIPTION APPLICANT: Joan Chambers DATE PREPARED: January31st 2017 1.For Demolition of Existing Building Areas Please describe areas being removed: None H.New Construction Areas(New Dwelling or New Additions/Extemions): Dimensions of first floor extension: None Dimensions of new second floor: 48'-9"x 34'-0" Dimensions of floor above second level: None Height(from finished ground to top of ridge): 28'-8" Is basement or lowest floor area being constructed?If yes,please provide height(above ground) measured from natural existing grade to first floor: No III.Pr4osed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary). Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: A single story buildig with three sections. The front section is a 40'x31'frame building. The middle section is masonry,48.8'at its widest, and 50.6'at its deepest. The rear section is a single story metal building 28'x70'. Number of Floors and Changes WITH Alterations: The metal and masonry sections of the building remain unchanged. A 48.8'x 34'second story is to be built over the front frame section of the existing building. The second story will be cantilevered V-8"on the West side ofthe building and 3'on the front. The cantilevers will be supported by steel columns. A small,V x 30'-11"addition will be made to the the East side of the first floor to add a staircase. IV. Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: 5024 square feet Proposed increase of building coverage: 409 square feet Square footage ofyour lot: 14793 square feet Percentage of coverage of your lot by building area: 34%existing 36%proposed V.Purpose of New Construction: Add office space for the the company that owns the businesses operated on the first floor. VI.Please describe the land contours(flat,slope %,heavily wooded,marsh area,etc.)on your land and how it relates to the difficulty in meeting the code requirement(s): Flat paved and landscaped land. Please submit 8 sets of photos,labeled to show different angles of yard areas after staling corners for new construction,and photos of building area to be altered with yard view. 4/2012 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject premises listed on the real estate market for sale? Yes V No B. Are there any proposals to change or alter land contours? __V No Yes please explain on attached sheet. C. 1.)Are there areas that contain sand or wetland grasses? No 2.)Are those areas shown on the survey submitted with this application? N/A 3.)Is the property bulk headed between the wetlands area and the upland building area? N/A 4.)If your property contains wetlands or pond areas, have you contacted the Office of the Town trustees for its determination of jurisdiction'?. N/A Please confirm status of your inquiry or application with the Trustees: N/A and if issued,please attach copies of permit with conditions and approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? No E. Are there any patios, concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? No _Please show area of the structures on a diagram if any exist or state none on the above line. F. Do you have any construction taking place at this time concerning your premises? No If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe: N/A G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking,please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? No If yes,please label the proximity of your lands on your survey. I. Please list present use or operations conducted at this parcel Retail stores selling ice cream parry supplies and beverages. and the proposed use same with offices above. (ex: existing single family,proposed: same with garage, pool or other) � / Authorizedg ature and Date ll�1•'ry rY' 11 '� Town of Southold Annex 8/16/2012 P.O.Box 1179 54375 Main Road (III's �N Southold, New York 11971 ti .liNl•=} CERTIFICATE OF OCCUPANCY No: — Date: 8/16/2012 THIS CERTIFIES that the building ELECTRICAL Location of Property: 13175 Route 25 Mattituck, SCTM#: 473889 Sec/Block/Lot: 140.-3-38.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this ofticed dated 4/25/2012 pursuant to which Building Permit No. 37167 dated 4/25/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: UPGRADE ELECTRIC SERVICE The certificate is issued to Orioli&Son Rental E LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37167 07/09/2012 PLUMBERS CERTIFICATION DATED Authorized Signature FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z17899 Date MARCH 299 1989 THIS CERTIFIES that the building ACCESSORY Location of Property 13175 MAIN RD. MATTITUCK House No. Street Hamlet County Tax leap No. 1000 Section 140 Block 03 Lot 38 Subdivision filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore f ned in this office dated QCT. 14, 1986 pursuant to which Building Permit No. 154012 dated OCT. 14, 1986 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY STORAGE BUILDING. The certificate is issued to ROBERT & COR FJTA WADDINGTON (owner, ) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL NIA - UNDERWRITERS CERTIFICATE NO. PENDING SLIP 3/29/69 PLUMBERS CERTIFICATION DATED N A Buil ing In., Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z17897 Date MARCH 29, 1989_ THIS CERTIFIES that the building ALTERATION Location of Property 13175 MAIN ROAD MATTITUCK House No. Street Hamlet County Tax Map No. 1000 Section 140 Block 03 :LoL 38 Subdivision Filed leap No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPT. 51 1986 pursuant to which Building Permit No. 152872 dated SEPT. 20, 1986 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTER EXISTING BUILDING. The certificate is issued to ROBERT & CORNELI.A WADDINGTON _ (owner, ) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. PENDING SLIP 3/29189 PLUMBERS CERTIFICATION DATED N/A Building Inspector Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No 217898 Date MARCH 29, 1989 THIS CERTIFIES that the building RENOVATION Location of Properly L71'75 AIN ROAD MATTITU House No. Street Hamlet County Tax Map No. 1000 Section 140 _ Block 03 Lot 38 Subdivision Filed Map No. Lot No._ conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 12, 1984 pursuant to which Building Permit No. 13451 dated SEPT,-20z_1984 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is REMOVE FRONT SFCTION OF BUILDING AND REPLACE WITH A NEW.FRONT. The certificate is issued to ROBERT & COPJ LIA WADDINGTON (owner, } of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. N668812 NOV. 26, 1984E PLUMBERS CERTIFICATION DATED N[A G� Building Inspector Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. PRE EXISTING CERTIFICATE OF OCCUPANCY No Z-19074 Date MAY 23, 199 THIS CERTIFIES that the building COMMERCIAL Location of Property 13175 ROUTE 25 .MAIN ROAD) N&WITUCK, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 140 Block 3 Lot 38 Subdivision Filed Map No. Lot No. conforms substantially to the requirements for a commercial building built prior to: APRIL 9, 1957 pursuant to which CERTIFICATE OF OCC. Z-19074 dated MAY 23, 1990_ was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is COMMERCIAL BUSINESS STRUCTURE * The certificate is issued to ROBERT & CORNELIA WADDINGTON (owners) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL NO RECORD PRE EXISTING UNDERWRITERS CERTIFICATE NO. NO RECORD PRE EXISTING PLUMBERS CERTIFICATION DATED NO RECORD PRE EXISTING *PLEASE SEE ATTACHED INSPECTION REPORT. Building Inspector Rev. 1/81 AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use permit, site plan approval,use variance, area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant: Joan Chambers 2. Address of Applicant: PO Box 49 Southold NY 11971 3. Name of Land Owner(if other than Applicant): Orioli and son Rental E LLC 4. Address of Land Owner: 24 Orchard Dr.Woodbury, NY 11797 5. Description of Proposed Project: Second story addition over retail space. 6. Location of Property: (road and Tax map number) 13175 Route 25 Mattituck, NY 11952 SCTM: 1000-140-3-38.4 _ 7. Is the parcel within 500 feet of a farm operation? { } Yes {4 No 8. Is this parcel actively farmed? { } Yes { ) No 9. Name and addresses of any owner(s) of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office(765-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1. 2. 3, 4. 5. 6. (Please use the back of this page if there are additional property owners) Signature of App ant Date Note: 1. The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2. Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: Orioli Addition Project Location(describe,and attach a location map): 13175 Route 25 Mattituck, NY 11952 SCTM: 1000-140-3-38.4 Brief Description of Proposed Action: Add a second story over existing one-story retail building for the purpose of creating office space. Name of Applicant or Sponsor: Telephone: (631)2944241 Joan Chambers E-Mail: joanchambers10 mail.com Address: PO Box 49 _ City/PO: State: Zip Code: Southold NY 11971 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: Southold Town Building Department, Southold Town Planning Board ✓ 3.a.Total acreage of the site of the proposed action? _ _0,34_ acres b.Total acreage to be physically disturbed? 0.004 acres (155 square feet) c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.34 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial I/Commercial ❑Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ✓ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ✓ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: _ ✓ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsorname: Date: y G£? Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7 Will the nrnnncail nrtinn imnnrt axictinv- a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. Thelead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 .P Y NOV By vml ■ V 11 S 0 H i • t w C) Y 1 w m f y 4 r �s i r s•�,i;i � �•� jtis �y�¢ n� �r, P Board of Zoning Auueals Application AUTHORIZATION (Where the Applicant is not the Owner) I, ,lames Orioli residing at L1QS V�Lm C.xGt,,Pr- (Print property owner's name) (Mailing Address) tj�MITU Ct do hereby authorize . .loan chambers (Agent) to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. s tgnatme) (Print Owner's Name) Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a 'Town of SouthA:agency in making a determination of consistency: *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this farm should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. Aproposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in,the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION .•� �=ltr rrt SCTM# 140 The Application has been submitted to(check appropriate response): Town Board n Planning.Dept. 0 Building Dept. ® Board of Trustees 1'; 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity,agency regulation,land transaction) (b) Financial assistance (e.g. grant,loan,subsidy) (c) Permit,approval,license,certification: I� Nature and extent of action: Addition of 1659.2 square foot second story over existing one story retail building for the purpose of adding office space. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria 0 Yes [] No Ej Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III I—Policies Pages 8 through 16 for evaluation criteria Yes I:1 No 0 Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria Ed Yes 0 No Ir]Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Er-] Yes [] No M Not Applicable Photo taken fi-orn the Fast f 2/16/2017 a . OGU IV F — _ - - a6-'drTOWN 7FrJUTHC L ? PER, k CARD { r OWNER STREET 1 VILLAGE vis-T. _ SUB. LOT FORtAR 6WNER N- E ACR. frP 4`r� .k�7 Mur qat,0w prpkJ44a. 0w -- &,o iv q V 195 �-- �, S W TYPE OF;BUILDING RES. SEAS. VL. FARMC MICS. Mkt. Value LAND J IMP. TOTAL DATE REMARKS 3 o4 o c2 n .3a 70 �. rl _ W, - MaLnd 5EO az. IKIL a,/Go --�Vl o GL F' e 1 0Ai ' y �* '2JXAO8 zt" 2 'Alo AGE BUILDING CONDITION rA VNEW NORMAL BELOW ABOVE ?- ��?� L 1 Z • : L; t q,c ( Zr 3 ' :i [ tK_ _� t4 FARM Acre Value Per Value Acre t - + �. �ZaZ� s!;z 1 x§�' �`�L t►� r Tillable FRONTAGE ON WATER ' r 27— Woodland 1 FRONTAGE ON ROAD .3 O 6 0 x Meodowland j ; DEPTH i House Plot BULKHEAD I ?., y3p�).��(�{,�'�� '3 1 <w Total DOCK lQ3 -�J � ►��• !JI'l.01;f 5m y VIA .-.R 3 7/47 –elGatrf-40-114064 -adle • R A 4 4, I /p/, w 11q.Jf� r/1. fiv 5 , 21.1 / h 12 41 0 ll '� 3r I 9� NOTICE wail- -77 S•Z k A Ili ��d7 a RqS -1�.'A— T♦ r � Y .� 'v w P _ — ♦ ..>?.:- ,+:Y.n _ 4 li7jy.JC�� "_ j�. IR 3 I� 4 n � s