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Home My WebLink About52698-Z aof souTyo(o Town of Southold * * P.O. Box 1179 0 53095 Main Rd CourM� �o Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46930 Date: 03/25/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ALTERATION Location of Property: 1460 Hillcrest Dr Orient, NY 11957 Sec/Block/Lot: 13.-2-8.24 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 01/09/2026 Pursuant to which Building Permit No. 52698 and dated: 03/02/2026 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: Partially finished basement to an existing single-family dwelling as applied for. The certificate is issued to: 1460 Hillcrest Dr LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 52698 3/25/2026 PLUMBERS CERTIFICATION: Aut_oriz Signature �o��oFSQUryolo TOWN OF SOUTHOLD BUILDING DEPARTMENT • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52698 Date: 03/02/2026 Permission is hereby granted to: 1460 Hillcrest Dr LLC 10 Durham Dr Dix Hills, NY 11746 To: finish portion of the basement of an existing single-family dwelling as applied for. Premises Located at: 1460 Hillcrest Dr, Orient, NY 11957 SCTIVI# 13.-2-8.24 Pursuant to application dated 01/09/2026 and approved by the Building Inspector. To expire on 03/01/2028. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $523.00 CO-RESIDENTIAL $100.00 Total $623.00 ------------------------------ Building Inspector NASSAU ELECTRICAL I SUFFOLK INSPECTORS ( t f I 159 Route 25A,Building 1 Suite B Miller Place,NY 11764 Telephone:631 495 8136 - Fax:631 509 4538 • E-Mail:Requests@SuffolkBEI.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Platinum East Electric Inc Certificate No.: 116943 Rough In Inspection Date: Final Inspection Date: Mar 24,2026 Application No.: Building Permit No.: Not Provided County Tax Map No.: � 5a �gg This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed on behalf of the applicant named above, located at the premise of and not after the final inspection date above: II r Owner: 1460 Hillcrest Drive LLC a !; Site Location: 1460 Hillcrest Drive,Orient,NY 11957 Owner's Address (if different): fiUMAR 25 2026 s' ( 0 Residential Indoor 0 Basement O Service,.: ❑Shed ❑Commercial ❑Outdoor ❑First Floor O Pohl, ="'O Hottub O New O Renovation O Second Floor ❑Attic/3rd Floor O Garage ❑Addition 0 Survey O PV Solar ❑Generator ❑Conversion O Signs O Battery Storage O Safety Inspection Other: t INVENTORY Single Phase Heat Duplex Recpt 10 Ceiling Fixture Dual Func Breaker Three Phase Hot Water GFCI Recpt Wall Fixture Smoke Main Panel AC Cond Single Recpt Recessed Fixture 12 CO Detect i Sub Panel AC Blower Range Recpt LED Lighting Smoke CO Combo 1 Transformer Appliance Ckt Dryer Recpt P s Disconnect Switches 3 Emergency Time Clock Twist Lock Exit Fixtures Pumps GFCI Breaker Heat Pump Electric Heat Pool Luminaire Exhaust Fan Other Equipment: The electrical work and/or equipment described above were inspected and appear to be in compliance j. with local, state and national electrical code requirements and this office. Applicant: Platinum East Electric Inc License No.: 34091-ME Date Printed: Mar 25,2026 A � ' Inspected By: Joe Coppola . Signature: V pF SOUly�lo - -- - -- — * . * TOWN OF SOUTHOLD BUILDING DEPT. �outm,� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL a'ai baill [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION, [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: c A4,i2�4d h � vlrlleAA41 V. o' -A202-v . DATE INSPECTOR C� W MADIGANArchitects 53610 Main ■•.. W SouthoLd, NY 11971 .JInteriorDesign C Q V PAPPAS RESIDENCE 4' 14o Hillcrest Drive Orient, NY 11957 19 V Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 March 17th,2026 To Whom it May Concern: In a recent inspection of the property at 1460 Hillcrest Drive in Orient, NY,one of the building inspectors requested a certification letter be provided in order to confirm that the framing and insulation was built per the submitted plans,seeing as that work was not visible at the time of the inspection. I am writing this letter to certify that all observations that I performed at the site confirmed to me that the insulation and framing were constructed in accordance with our construction documents,as submitted to the town for building permit application and dated 11/09/2025. Sincerely, D ARC MAO t 92 ;.► 040159 i, Sean Madigan,AIA - Madigan Architects, PLLC rl t + 53610 Main Road Southold, NY 11971 o�SUFFott�Pen TOWN OF SOUTHOLD—BUILDING DEPARTMENT y2. Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 ht s //www.southoldtownn ov P � ) ( ) tP � .�� f Date Received APPLICATION FOR BUILDING PERMIT E L E � �s E, Fh For Office Use Only p4E�999i JA N 9 2026 114 ...: it PERMIT NO. Building Inspector: O�@9�ii3� O�laar�r;�n�:e� Applications and forms must be filled out in their entirety. Incomplete F Building C e��pa i�ne4 applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:1/9/26 OWNER(S)OF PROPERTY: Name:Nicole Pappas SCTM#1000-013.00-02.00-008.024 Project Address: 1460 Hillcrest Drive, Orient, NY 11957 Phone#:(917) 589-7888 Email:Nicole.Pappas@compass.com Mailing Address: CONTACT PERSON: Name:Nicole Pappas Mailing Address: 1460 Hillcrest Drive, Orient, NY 11957 Phone#:(917) 589-7888 Email:Nicole.Pappas@compass.com DESIGN PROFESSIONAL INFORMATION: Name:Sean Madigan, AIA Mailing Address:42 School Street, Hampton Bays, NY 11946 Phone#:(631) 258-4749 Email:sean @ madiganarchitects.com CONTRACTOR INFORMATION: Name:Jose Pirir - Pirir Construction Corp Mailing Address:4213 Middle Country Rd, Calverton,_NY 11933 Phone#:(631) 300-5450 Email:jo e.pirir@y-ahoo.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $25,000 Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? RYes ❑No 1 PROPERTY INFORMATION Existing use of property:Residential Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R80 �^ this property? Dyes ®No IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print nam an Madigan ®Authorized Agent El Owner Signature of Applicant: Date: 1 l 2 7 STATE OF NEW YORK) SS: COUNTY OF suno" ) Sean Madigan being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of DU Q 20 2—, -Ijotary Public J . TRACEY L.DWYER PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC,STATE OFNtWYORK NO.01DW6306900 (Where the applicant is not the owner) £0 IABSiONEXPIREUUNE00,2.Q( Nicole Pappas residing at 1460 Hillcrest Drive, Orient, NY 11957 I, do hereby authorize Sean Madigan to apply on my behal to the.Town of Southold Building Department for approval as described herein. 11/09/25 Owner's ign re Date Nicole Pappas Print Owner's Name 2 FIELD INSPECTION REPORT DATE COMMENTS ►o FOUNDATION (1ST) -- ------------------------------------ C FOUNDATION (2ND) -moo (y-. 1 ROUGH FRAMING& PLUMBING 1 � r INSULATION PER N.Y. STATE ENERGY CODE C2�fi i a �rJ� O 742 FINAL ADDITIONAL COMMENTS 31 � Z � rn W � l � It- ti o Do x y - x d Cri b z rb � AJ Sro.Y�e SE:t o.ti•5 SYa• .. _ o.16•s W A.�. L.l.-a�. FC S's d\e.4•S -7.•.ra S qjPQ P•J�'� y lti �, o N pill", �E m 3� ;o \0 , Q _ ,• b1 bt G tp i 'I di 4 �q9 � s D o IT Q N U j it r 3 Y . L4. d A d a rJ 11 •� c , T� � 0 V V cam%'✓ '.3 NOTES : S U R V E Y I) SAME AS DIST: 100d SECT: {3 BLK: Z LOT: 15.1d ON SUFFOLK COUNTY TAX MAP. y, �QF NEW at= L o-r Z2 Scl�olV ISlol-1 qP as= 2) THE EXISTENCE OF ANY RIGHT OF WAY, AND/OR,EASEMENT 1 n �Q� �<.Fi•HO� .p LL CREST 6-61MTE45 OF RECORD, IF ANY, NOT SHOWN NOT GUARANTEED. _ CO .r}, * l t7A�E o� t=tl_I�.tCa : ALLC7r,ST l� loa3 �ILEb MAP w1o.�2V$ ,Vt ORI�f-!� , TCIc."IIJ GF S0�1T�-101_p S�ICFOL.k GacaNT`( , K��cJ �OR.� L - RLZSD ALTERATION{OR ADDITIONS TO THIS SURVEY ID A VIOLATION OF SECTION 7709 OF THE NEW YORK STATE EDUCATION LAW. /1/n 4$491�1� J��O © By R O B E RT B. H O LZ M A N L.S. 2011 Of THIS SURVEY MAP NOT MEANING THE LAND SURVEYOR'S INKED SEAL SHALL NOT SE CONSIDERED TO■E A VAU D TRUE COPY. tJtCn ��/ LICENSED LAND SURVEYOR, N.Y.S. L I C. # 49176 CERLE M INDICATED MERLON SHALL RDN ONLY TO TN!PERSON FOR WHOM ER ON,SUR EY TI (CAPRETIONS ANO ON THEIR SENALF TO L, J 1029 WILLIAM FLOYD PARKWAY, SU1TE 3, SHIRLEY, NY 11967 L!COMPANY,OOVMRNYENTAL AGENCY ANO LEADING INSTITUTION USTEO N[REON,CERTifICATIONS AR!NOT TIIANiflIIA{LE TO •NALINSTITUTIONS OR SUBSEQUENT OWNERS.fslTS FROM PROPERTY LINES SHOWN HEREON ARE NOT INTENDED t0 DUIDE IN THE ERECTION OF FENCES.RETAINING WALLS.POOLS, - - I '/ PHONE #: 631-281-0162 FAX #: 631-281-0292 GS.ADDITIONS,AND OR OTHER CONSTRUCTION.NTS AND RESTRICTIONS•IF ANY,NOT INDICATED OR SHOWN UNLESS REQUESTED IN WRITING SY CUENTS OR THEIR REPRESENTATIVE to SURVEY MEINo DONE. rDATE m COPYRIGHT BY MOGERT M.HOLZMAN LAND SURVEYOR,AS PER ORHIINAL DATE SHOWN ON SURVEY. r,EPT t ,20 l 1 SCALE: I"= 4 a• FILE _ ) - 1 S-"].- 8.Z 4 s ' kmd VICI ITY I AP LOCATION MAP PROJECT INFORMATION :. DRAWING INDEX MARIA PAPPALARDO LO PAPPAS ADDRESS: 1460 HILLCREST DRIVE N ORIENT, NY 11957 C) RESIDENCE TAX MAP ID: 1000-013.00-02.00-008.024 1460 Hillcrest Drive TOWNSHIP: TOWN OF SOUTHOLD i. h,. W ` Orient, NY 11957 HAMLET: ORIENT 0 CI7[J'� . Ntt,te.., "' ZONING MAP: SOUTHAMPTON ZONING MAP W Ilk" c ZONING DISTRICT: R80 Sheet Name ARCHITECT Madigan Architects F MzlinRd r EMa :P; OVERLAY DISTRICT: (NONE) GENERAL MADI G/N Architects 53610 Main Road x G-001 INDEX Southold NY 11971 YEAR BUILT: 2000 G-002 GRAPHIC SYMBOLS 0 +1 (203) 871-1939 ` rxfi LOT AREA: 40,075 SF G-003 GENERAL NOTES &. {{ C S� Y (0.92 ACRES) G-004 STRUCTURAL NOTES STRUCTURAL ENGINEER Dilandro Andrews .or«r,t, .. •�` .r, ,- µme, e s Engineering r"" ` t•<,r..l, , �^'`a. ARCHITECTURE Ott �n�:ro 158 County Rd 39, Suite 10 Andrews .s A-200 CONSTRUCTION PLAN LEVEL 00 Southampton NY 11968 r ,aw t Jnr (631) 259-3959 CLIMATIC & GiEOGR PHIC DESIGN CRITERIA . PROJECT DESCRIPTION! THE SCOPE OF THE PROJECT IS TO CONVERT AN EXISTING UNFINISHED CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA R301.2(1)(SUFFOLK COUNTY) BASEMENT TO HAVE A PORTION OF IT TO BE FINISHED HABITABLE SPACE,AND PROVIDE ADEQUATE EGRESS AREA WELLS TO SERVE THE NEW A ISSUe Date& Issue Description By Check GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE FLOOD AIR MEAN CLIMATE BASEMENT SPACE. 1 11109/25 ISSUE FOR PERMIT SQM SQM SNOW LOAD DESIGN DESIGN BARRIER HAZARD FREEZING ANNUAL ZONE - WIND SPEED TOPOGRAPHY SPECIAL WIND WIND-BORN CATEGORY WEATHERING FROST LINE TERMITES TEMP REQUIRED INDEX TEMP. ULTIMATE EFFECTS REGION DEBRIS ZONE DEPTH 25 PSF 130 MPH NO NO <1 MILE B SEVERE 3 FEET MODERATE SEE YES NO 599 51 DEG. F 4A FROM COAST TO B.O. TO HEAVY MANUAL J F1 FOOTING MIN. AP P I CABLE BUILDING CODES •- ALL MATERIALS, ASSEMBLIES, FORMS & METHODS OF CONSTRUCTION AND SERVICE _ EQUIPMENT SHALL COMPLY WITH THE APPLICABLE CODES LISTED BELOW: AN UAL J CrFlITERIA - ZONING(ORDINANCE: TDWN OF SOUTHOLD-PART II: GENERAL LEGISLATION CHAPTER 280 -ZONING - MANUAL J CRITERIA BUILDING CODE: ELEVATION LATITUDE WINTER SUMMER ALTITUDE INDOOR DESIGN HEATING ICC:2018 I RC HEATING COOLING CORRECTION DESIGN TEMP TEMPERATURE TEMPERATURE (AS AMMENDED IN THE 2020 RESIDENTIAL CODE OF NEW YORK STATE) FACTOR COOLING DIFFERENCE ' 108 FT 41.00 N 15' F 86' F 1.00 700 F 75' F 55° F ENERGY.CONSERVATION CODE: ICC;2018 IECC COOLING ILONGITUDE WIND WIND COINCIDENT DAILY RANGE WINTER SUMMER (ASS AMMENDED IN THE 2020 ENERGY CONSERVATION CODE OF NEW YORK _ TEMPERATURE VELOCITY VELOCITY WET BULB HUMIDITY HUMIDITY STATE DIFFERENCE HEATING COOLING ) 11O F 72.3°W 15 MPH 7.5 MPH 720 F MEDIUM (M) 40% RH 32 GR @ 50% RH NATIONAL ELECTRIC CODE: - NFIPA 70 NATIONAL ELECTRIC CODE 2020AP P� VEDAS OTED SITE PLAN DATE:3 B.P.# �02 FEE �' BY: I _ NOTIFY BUILDING DEPARTMENTAT O FOLLOWING INSPECTIONS:FOR THE s ` a 2S,i a Z Q� �E 1 FOR PUU oDCONOCRE4E(RED 41 2. ROUGH-FRAMING& PLUMBING z�� m ` 4. FII AL-CONSTRUCTION MUST /,j C..,4.o a I ' 4C.a S ALL Cucc,Li UCTIGNOR C O o.v-r_6 S MEET TIE St r--t a.� g s-tAw-� t.� "0 g7g.4 0 -' r--- -----a- — s REQUIRcMENTS OFTHE CODES OF N W Seal/Signature � �'�� _ ,y �d a s� �`�"~ L......•.. �E -��► l� YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS 0. ��5 N MAp COMPLY WITH ALL CODES OF r�``' CAP NEW YORK STATE&TOWN CODES r' -AS REQUINSD AN CONDITIONS OF o3 �d S �r v S4(tf� LDTOWNPLA ZI3BOAR �'T 0159 0� 0 J ,i i �` o �' } �' o Yd ` ' c :OLD TOWN TRUSTEES F N E`N g � 4 D � o L O ` u 3 Y 4 $ 4 a a N•Y.S DEC Project Name in z.. d d • 4 d S S S OLDHPC PAPPAS RESIDENCE (} rzz i e z �� 3 , �' a � � t SCA �_ � 4 � � d a 4 9 Project Number tS� 0 z-.,4 10 .s ��-- OCCUPANCY OR 23013 D. % {ly C iTi ROUT CEI IFIO ,F E "' O Cl�p � A ICY Description n� ,r � t�[ktINDEX El ECTRICAL Scale INISPECTION REQUIRED As indicated OMENSa �17 G w Tea...► , �..`a rL �;-,TE Ref. North r..y �J SURVEY IN,ORVAT10N S90VVII HARE `�A -�' H BEFN C R E A 7 ED RY RE7ERENCI"iG A SU7`!EY CI;EAl D PY POR -R7 F HOL7.%AAN 1_.F) O 09116/2011 (0 jor% 0 A 9 0 6 10 -- ©2024 MADIGAN ARCHITECTS EAMadigan Architects DropboxVWladigan Arch itects\O1_Projects\25031_1460 Hillcrest Drive - Nicole Pappas\01_Models\25031_1460 Hillcrest Drive.rvt GIRAPHICS SYMBOLS (CONT. GRAPHICS SYMBOLS (CONT.) GRAPHICS SYMBOLS (CONY.) GRAPHICS SYMBOLS MARIA PAPPALARDO REFLECTED CEILING POWER AND COMMUNICATION, CONY POWER AND COMMUNICATION CONSTRUCTION PAPPAS SURFACE FLOOR MOUNTED DEVICES WALL MOUNTED DEVICES X RESIDENCE ACOUSTICAL CEILING AND GRID SURFACE FLOOR MOUNTED, SINGLE RECEPTACLE COLUMN GRID REFERENCE NUMBER xx EQUIPMENT TAG (REFER TO EQUIPMENT SCHEDULE) SURFACE FLOOR MOUNTED, DUPLEX RECEPTACLE � WALL MOUNTED, SINGLE RECEPTACLE ~ COLUMN GRID LINES AND REFERENCE NUMBER 1460 Hillcrest Drive ® EXISTING CONSTRUCTION TO REMAIN Orient, NY 11957 ®CEILING HEIGHT CHANGE SYMBOL SURFACE FLOOR MOUNTED, QUADRAPLEX RECEPTACLE WALL MOUNTED, DUPLEX RECEPTACLE _ _ _ _ _ = EXISTING CONSTRUCTION TO BE DEMOLISHED I SURFACE FLOOR MOUNTED, COMBINATION DUPLEX&VOICE/DATA RECEPTACLE WALL MOUNTED, QUADRAPLEX RECEPTACLE NEW PARTITION 17 WALL MOUNTED VOICE/DATA RECEPTACLE 1 HR. RATED PARTITION FINISH CEILING HEIGHT SYMBOL RFV] SURFACE FLOOR MOUNTED, COMBINATION QUADRAPLEX&VOICE/DATA RECEPTACLE 2 HR. RATED PARTITION 0 WALL MOUNTED, DATA RECEPTACLE ARCHITECT 3 HR.. RATED PARTITION RATED PARTITION MADIGAN 5361Madi an Architects GRID STARTPOINT SYMBOL AV® SURFACE FLOOR MOUNTED, COMBINATION DUPLEX, AUDIO VISUAL AND 17 WALL MOUNTED,VOICE RECEPTACLE 4 HR. g VOICE/DATA RECEPTACLES 0 Main Road OT WALL MOUNTED, THERMOSTAT ® SMOKE PARTITION Architects Southold NY 11971 XX-XX CEILING FINISH TAG AV® SURFACE FLOOR MOUNTED, COMBINATION QUADRAPLEX, AV&VOICE/DATA CTV WALL MOUNTED, CABLE TV RECEPTACLE I EGRESS PATH PRIMARY +1 (203) 871-1939 RECEPTACLES Q CEILING MOUNTED SPEAKER ❑® SURFACE FLOOR MOUNTED, VOICE/DATA RECEPTACLE WALL MOUNTED, AV RECEPTACLE 4> — EGRESS PATH SECONDARY STRUCTURAL ENGINEER MILLWORK ® CEILING MOUNTED SPRINKLER HEAD AVT WALL MOUNTED, AV TROUGH Dilandro Andrews Engineering MILLWORK ABOVE t. �, Po 158 Count Rd 39, Suite 10 V7 SURFACE FLOOR MOUNTED, DATA RECEPTACLE e;. D;L-1nd n tinr, Y Southampton NY 11968 SD CEILING MOUNTED SMOKE DETECTOR JQ WALL MOUNTED, ELECTRICAL JUNCTION BOX �'' "` `""'"""""'' p SURFACE FLOOR MOUNTED, VOICE RECEPTACLE J *::::: DETAIL NUMBER (631) 259-3959 ® CEILING MOUNTED EXIT SIGN © SURFACE FLOOR MOUNTED, SYSTEMS WORKSTATION PANEL POWER INFEED WALL MOUNTED, VOICEIDATA JUNCTION BOXSHEET NUMBER WALL MOUNTED EXIT SIGN WALL MOUNTED, SYSTEMS WORKSTATION PANEL POWER INFEED FL 12. N Ref DESCRIPTION OF SIMILAR OR OPPOSITE �j 0 SURFACE FLOOR MOUNTED, SYSTEMS WORKSTATION PANEL VOICE INFEED FLOOR NUMBER AND AREA OR PHASE V WALL MOUNTED, SYSTEMS WORKSTATION PANEL VOICE/DATA INFEED �� E DENOTES EXISTING TO REMAIN AV SURFACE FLOOR MOUNTED, AV RECEPTACLE AREA TO BE DETAILED SURFACE FLOOR MOUNTED, CONDUIT STUB UP, POWER WALL MOUNTED, CONDUIT STUB-OUT POWER R DENOTES EXISTING TO BE RELOCATED A SURFACE FLOOR MOUNTED, CONDUIT STUB UP VOICE/DATA 'f WALL MOUNTED, CONDUIT STUB-OUT VOICE AND DATA LOCATION ON ROW WHERE ELEVATION IS SHOWN DIRECTION OF ELEVATION LIGHT FIXTURES MECHANICAL FIXTURES 0 SURFACE FLOOR MOUNTED, CONDUIT STUB UP, AV Q WALL MOUNTED, CONDUIT STUB-OUT A/V ro T ROW ON SHEET WHERE ELEVATION IS SHOWN 0 Issue Date&Issue Description By Check WALL MOUNTED, PLUG MOLD SHEET NUMBER WHERE ELEVATION IS SHOWN 1 11109125 ISSUE FOR PERMIT SQM SQM FLUORESCENT LIGHT FIXTURE RETURN AIR SURFACE FLOOR MOUNTED, POKE THRU DEVICES FLUORESCENT LIGHT FIXTURE SUPPLY AIR FLUSH FI.L00R MOUNTED DEVICES /EMERGENCY CIRCUIT ® & SURFACE FLOOR MOUNTED, POKE THRU, SINGLE RECEPTACLE REVISION REFERENCE NUMBER _ EXISTING LIGHT FIXTURE CIRCULAR DIFFUSER 07� FLUSH FLOOR MOUNTED, SINGLE RECEPTACLE REVISION CLOUD DEPICTING ARE REVISED TO BE REMOVED SURFACE FLOOR MOUNTED, POKE THRU, DUPLEX RECEPTACLE - �---, UNDER CABINET ® LINEAR DIFFUSER FIE] FLUSH FLOOR MOUNTED, DUPLEX RECEPTACLE FLUORESCENT FIXTURE ® SURFACE FLOOR MOUNTED, POKE THRU, QUADRAPLEX RECEPTACLE ~� FLUORESCENT STRIP FIXTURE E� EXHAUST FAN � N 01e SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION DUPLEX&VOICE/DATA , FLUSH FLOOR MOUNTED, QUADRAPLEX RECEPTACLE ROOM NAME FLUORESCENT PENDANT ® FIRE SPRINKLER RECEPTACLE ROOM NUMBER - FIXTURE SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION QUADRAPLEX& FLUSH FLOOR MOUNTED COMBINATION DUPLEX&VOICE/DATA RECEPTACLE O SHEETNOTE REFERENCE c RECESSED DOWNLIGHT � ACCESS DOOR � VOICE/DATA RECEPTACLES _ FLUSH FLOOR MOUNTED, COMBINATION QUADRAPLEX&VOICE/DATA RECEPTACLES WALL TYPE REFERENCE o RECESSED ADJUSTABLE 02 CO2 DETECTOR SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION DUPLEX, AUDIO - DOWNLIGHT AV® VISUAL AND VOICE/DATA RECEPTACLES FLUSH FLOOR MOUNTED, COMBINATION DUPLEX, AUDIO VISUAL AND O DOOR REFERENCE NUMBER(REFER TO DOOR SCHEDULE) - RECESSED WALL WASHER AV VOICE/DATA RECEPTACLES XX DOOR TYPE - AV� SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION QUADRAPLEX, AV 0 0 0 &VOICEMATA RECEPTACLES HARDWARE TYPE . TRACK LIGHTING AV�" FLUSH FLOOR MOUNTED, COMBINATION QUADRAPLEX,AV&VOICE/DATA RECEPTACL S SURFACE MOUNTED LIGHT OO SURFACE FLOOR MOUNTED, POKE THRU, VOICE/DATA RECEPTACLE DOOR NUMBER _ FIXTURE FLUSH FLOOR MOUNTED, VOICE/DATA RECEPTACLE DOOR TYPE I HARDWARE TYPE WALL SCONCE OO SURFACE FLOOR MOUNTED, POKE THRU, DATA RECEPTACLE - FLUSH FLOOR MOUNTED, DATA RECEPTACLE XXX WINDOW REFERENCE NUMBER(REFER TO WINDOW SCHEDULE) $ LIGHT SWITCH OO SURFACE FLOOR MOUNTED, POKE THRU, VOICE RECEPTACLE ® FLUSH FLOOR MOUNTED,VOICE RECEPTACLE D FLUSH FLOOR MOUNTED, SYSTEMS WORKSTATION PANEL POWER INFEED xx xxxx MILLWORK REFERENCE NUMBER(REFER TO MILLWORK SCHEDULE) - $ DIMMER SWITCH � SURFACE FLOOR MOUNTED, POKE THRU, AV RECEPTACLE P � - SURFACE FLOOR MOUNTED, POKE THRU, SYSTEMS WORKSTATION PANEL � Name ELEVATION DATUM REFERENCE - - POWER INFEED V FLUSH FLOOR MOUNTED, SYSTEMS WORKSTATION PANEL VOICE INFEED Elevation ❑❑ - ELEVATION INDICATIONS O SURFACE FLOOR MOUNTED, POKE THRU, SYSTEMS WORKSTATION AV; FLUSH FLOOR MOUNTED, AV RECEPTACLE MATCH LINE SYMBOL - PANEL VOICE INFEED ALIGN "0" p GLASS SYMBOL WOOD VENEER FURNITURE SYSTEMS MOUNTED DEVICES PVD FLUSH FLOOR MOUNTED, RAISED FLOOR BOX, COMBINATION POWER, VOICE/DATA ALIGN WITH ESTABLISHED SURFACES FURNITURE SYSTEMS MOUNTED, SINGLE RECEPTACLE FLUSH FLOOR MOUNTED, RAISED FLOOR BOX, COMBINATION POWER, _ PVA VOICE/DATA, AN WALL MOUNTED LIFE SAFETY EQUIPMENT AND DEVICES FURNITURE SYSTEMS MOUNTED DUPLEX RECEPTACLE MASONRY COURSING STONE AV FLUSH FLOOR MOUNTED, RAISED FLOOR BOX, AV FW FIRE WARDEN STATION SYMBOL FURNITURE SYSTEMS MOUNTED, QUADRAPLEX RECEPTACLE FURNITURE SYSTEMS MOUNTED, VOICE/DATA RECEPTACLE FLUSH FLLOOR MOUNTED, POKE THRU, DEVICES ST WALL MOUNTED FIRE ALARM STROBE SYMBOL Seal/Signature SECTION INDICATIONS FURNITURE SYSTEMS MOUNTED, DATA RECEPTACLE FLUSH FLOOR MOUNTED, POKE THRU, SINGLE RECEPTACLE FA FIRE ALARM PULL SYMBOL ED q FEC qC ACOUSTICAL CEILING TILE INSULATION (RIGID) FURNITURE SYSTEMS MOUNTED,VOICE RECEPTACLE FLUSH FLOOR MOUNTED, POKE THRU, DUPLEX RECEPTACLE e WALL MOUNTED, FIRE EXTINGUISHER CABINET ��P� MADcn FE �' FURNITURE SYSTEM ELECTRIC PIGTAIL WALL MOUNTED FIRE EXTINGUISHERFLUSH FLOOR MOUNTED, POKE THRU QUADRAPLEX RECEPTACLE ALUMINUM METAL PP FHC FURNITURE MOUNTED, POWER POLE ® WALL MOUNTED FIRE HOSE CABINET �µ FLUSH FLOOR MOUNTED, POKE THRU, COMBO DUPLEX&VOICEMATA RECEPTACLE BRICK PLASTER FV WALL MOUNTED FIRE VALVE 040159 �OQ- SECURITY DEVICES FLUSH FLOOR MOUNTED POKE THRU, COMBINATION QUADRAPLEX& OF NE`N l l l l l l l l l l l l l l l l l l l l l l CARPET PLASTER/LATH EL VOICE/DATA RECEPTACLES FeC WALL MOUNTED FIRE VALVE CABINET (Project Name CAMERA ❑ ELECTRIC LOCKSET CR CARD READER KS ELECTRIC KEY SWITCH FLUSH FLOOR MOUNTED, POKE THRU, COMBINATION DUPLEX,AUDIO VISUAL FINISH PAPPAS RESIDENCE CONCRETE PLYWOOD AND VOICE/DATA RECEPTACLES © ELECTRIC DOOR BELL PUSH FE-S-1 ELECTRIC STRIKE FLUSH FLOOR MOUNTED POKE THRU COMBINATION QUADRAPLEX AV& PT-1 WALL FINISH © ELECTRIC DOOR BELL ML MAGNETIC LOCKSET AV®� VOICE/DATA RECEPTACLES WB-1 E BASE FINISH CONCRETE MASONRY UNIT PRE T PANELS Project Number -CAS P B PANIC BUTTON 23013 IC INTERCOM � FLUSH FLOOR MOUNTED, POKE THRU, VOICE/DATA RECEPTACLE CO-01 WALL FINISH CUTSTONE SAND OR GROUT DR REMOTE DOOR RELEASE BUTTON VC VOICE CALL FLUSH FLOOR MOUNTED, POKE THRU, DATA RECEPTACLE WALL FINISH MS MOTION SENSOR Xxx Description EARTH OR GROUND: :;; >:.r STONE IA INTRUSION ALARM FLUSH FLOOR MOUNTED, POKE THRU, VOICE RECEPTACLE WAINSCOT FINISH GRAPHIC SYMBOLS FABRIC WRAPPED PANEL WOOD(FINISHED) IEHI ELECTRIC DOOR HINGE O FLUSH FLOOR MOUNTED, POKE THRU, AV RECEPTACLE BASE FINISH OH ELECTRICAL DOOR HOLD OPEN O FLUSH FLOOR MOUNTED, POKE THRU, SYSTEMS WORKSTATION PANEL EXTENT OF WALL 1 WAINSCOT/BASE FINISH Scale GLASS WOOD(CONTINUOUS FD_R1 ELECTRICAL DOOR RELEASE POWER INFEED MEMBER) 0 SPECIAL FINISH 1/8"= 1'-0" DC ELECTRICAL DOOR MONITOR CONTACT FLUSH FLOOR MOUNTED, POKE THRU, SYSTEMS WORKSTATION PANEL VOICE INFEED 00 0.9°o GRAVEL WOOD (INTERRUPTED DDC DOUBLE DOOR MONITOR CONTACT MEMBER) D-0 FLOOR FINISH �~ GYPSUM BOARD XX-XX CEILING FINISH G =002 INSULATION (LOOSE OR BATT) CHANGE IN FLOOR FINISH ©2024 MADIGAN ARCHITECTS EAMadigan Architects Dropbox\Madigan Arch itects\O1_Projects\25031_1460 Hillcrest Drive - Nicole Pappas\01_Models\25031_1460 Hillcrest Drive.rvt I PAINTING NOTES . GLASS NOTES: MARIA PAPPALARDO GENERAL OTES DEMOLITION NOTES MILLWORK NOTES : r 1. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENT 1.AS REQUIRED TO INSTALL NEW SCOPE OF WORK. 1. CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE. 1.ALL AREAS RECEIVING PAINT,AS INDICATED IN FINISH SCHEDULE, SHALL BE 1.ALL GLASS SHALL BE SIZE CRITICAL BASED ON FIELD DIMENSIONS PAPPAS OF THE APPLICABLE CODES,LAWS,& REQUIREMENTS APPLICABLE TO THE 2.ALL DEBRIS TO BE PROMPTLY REMOVED FROM SITE. CONTRACTOR TO NOTIFY DESIGNER OF NY DISCREPANCIES IN FIELD. PAINTED IN ACCORDANCE WITH PAINT MANUFACTURE'S WRITTEN 2.ALL GLASS, SHALL BE LOW IRON GLASS LION,AND TEMEPRED WHERE LOCATION OF THE PROJECT. 3.ANY DAMAGE DONE TO FLOORS, WALLS, ETC. DUE TO REMOVAL OF EXISTING 2. CONTRACTOR SHALL CHECK JOB PROGRESS AND COORDINATE WITH OTHER INSTRUCTIONS. REQUIRED BY CODE 2. THE CONTRACTOR (AND HIS/HER SUB-CONTRACTORS)SHALL STUDY AND PARTITIONS, PLUMBING FIXTURES, OR ANYTHING REMOVED IN ORDER TO TRADES INVOLVED. 2. WALLS SCHEDULED TO BE PAINTED SHALL INCLUDE SURFACES FROM FLOOR RESIDENCE COMPARE THE CONTRACT DOCUMENTS AND SHALL AT ONCE REPORT TO THE COMPLETE THE SCOPE OF WORK AS INDICATED ON DRAWINGS SHOULD BE 3. PERFORM ALL FABRICATION FROM FIELD MEASUREMENT WITH PROVISION FOR TO CEILING INCLUDING PILASTERS, FASCIAS, DOORS, BUCKS, REVEALS,AND ALL ARCHITECT IN WRITING ALL ERRORS, INCONSISTENCIES OR OMISSIONS PATCHED TO MATCH EXISTING AND MEET DESIGNER'S AND OWNER'S APPROVAL. SCRIBING AS REQUIRED TO MEET BUILT-IN CONDITIONS. SURFACES NOT INCLUDING FLOOR AND CEILINGS. DISCOVERED AND VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCING THE 4. SEAL ALL VENTS AND OPENINGS AS REQUIRED DURING DEMOLITION TO 4. ALL MILLWORK TO INCLUDE INSTALLATION SHALL BE AWI 'PREMIUMI GRADE.' 3. PAINT GYPSUM CEILINGS AND WALLS AS PER FINISH SCHEDULE, 1460 Hillcrest Drive WORK. IF THE CONTRACTOR KNOVIVINGLY PROCEEDS WITH ANY OF THE WORK PREVENT DUST DAMAGE ACROSS ROOMS. 5. ALL WOOD SHALL BE FIRE-RATED IN ACCORDANCE WITH LOCAL FIRE RATING 4. PAINT COLORS AND TEXTURES SHALL BE SELECTED AND SPECIFIED IN FINISH SO AFFECTED WITHOUT WRITTEN (INSTRUCTION OF THE ARCHITECT, THE 5. CONTRACTOR TO REMOVE ALL FURNITURE,APPLIANCES, ETC., IN ORDER TO REGULATIONS. SCHEDULE,AND CONTRACTOR SHALL SUBMIT THREE 18"X18"SAMPLES OF EACH J O BS ITE TECHNOLOGY NOTES: Orient NY 11957 CONTRACTOR SHALL MAKE GOOD,AT HIS OWN COST ANY RESULTING ERROR, ALLOW FOR NEW CONSTRUCTION AS SHOWN. 6. GROUNDS, FURRING, STRAPPING AND BLOCKING SHALL BE FREE FROM KNOTS SELECTED COLOR AND TEXTURE FOR ARCHITECT'S REVIEW. DAMAGE, OR DEFECTS OR TIME DELAYS CAUSED. THE CONTRACTOR SHALL 6. CONTRACTOR TO PROVIDE ALL SCAFFOLDING AND BRIDGING AS REQUIRED TO WHICH WOULD AFFECT THE STRENGTH OR RENDER NAILING DIFFICULT. 5.ALL WALLS AND CEILINGS SHALL BE PROPERLY PREPARED, SPACKLED, PERFORM NO PORTION OF THE WORK WITHOUT CONTRACT DOCUMENTS OR, COMPLETE SCOPE OF WORK. 7.ALL MATERIALS FOR WOODWORK SHALL BE THOROUGHLY KILN-DRIED. SANDED, ETC., TO PROVIDE A PERFECTLY SMOOTH SURFACE TO RECEIVE PAINT, 1. GC SHALL MAINTAIN A COMPUTER& INTERNET CONNECTION TO RECEIVE WHERE REQUIRED,APPROVED SHOP DRAWINGS, PRODUCT DATA OR SAMPLES 7. FOR ALL NEW STONE AND WOOD FLOORING, CONTRACTOR IS TO REMOVE ANY 8.ALL FINISHED WORK SHALL AS FAR AS PRACTICABLE, BE ASSEMBLED AND SKIM COAT, ETC. AS REQUIRED. SKETCHES&TRANSMISSIONS ON SITE DURING CONSTRUCTION. GC SHALL ALSO FOR SUCH PORTION OF WORK. EXISTING SUBSTRATE AS REQUIRED TO KEEP FLOORS LEVEL AND TRUE. FINISHED IN THE SHOP AND DELIVERED TO THE BUILDING READY TO ERECT IN 6.ALL PAINT SHALL BE WATER BASED PAINT, PROVIDE ONE(1) PRIMER COAT AND PROVIDE THE DESIGNER WITH A MOBILE TELEPHONE NUMBER FOR THE JOB 3. NO WORK TO COMMENCE ON SITIE UNTIL PLAN HAS BEEN APPROVED AND 8. WHEN DEMOLITION IS REQUIRED ON SITE: PLACE. TWO(2) FINISH COATS OF PAINT AS SPECIFIED IN FINISH SCHEDULE. SITE. PERMIT ISSUED BY THE BUILDING DEPARTMENT. A.ALL DEBRIS SHALL BE WET AT THE TIME OF HANDLING TO PREVENT DUST, 9.ALL WORK SHALL BE FABRICATED, ASSEMBLED, FINISHED AND ERECTED IN 7.ALL ROOMS TO BE BENJAMIN MOORE AURA, DUNN EDWARDS SUPREMA OR 2. GC TO PROVIDE A FIRE EXTINGUISHER AND FIRST AID KIT ON SITE DURING 4. ALL STRUCTURAL WORK SHALL BIE COORDINATED W/DESIGN DRAWINGS AND B. NO STRUCTURAL MEMBER OF ANY KIND SHALL BE DEMOLISHED UNTIL THE ACCORDANCE WITH AWI 'PREMIUM GRADE' STANDARDS. SURFACES AND ARISES APPROVED EQUAL LION IN FINISH SCHEDULE. COLORS& FINISH TBD BY ARCHITECT SHALL CONFORM TO THE PROJECIT SPECIFICATIONS AND APPLICABLE BUILDING STORY ABOVE IS COMPLETELY REMOVED SHALL BE TRUE, STRAIGHT,AND FREE FROM ALL MACHINE AND TOOL MARKINGS, ARCHITECT. CONSTRUCTION. . .,,.... .,_,„... ..,.,.,., CODES. C. FREE FALL DUMPING OVER EXTERIOR WALL WILL NOT BE ALLOWED BRUISES, INDENTATIONS, CHIPS OR ABRASIONS. 3. GC SHALL PROVIDE A NEST WEBCAM OR APPROVED EQUIVALENT FOR REMOTE Madigan Architects 5.ALL MECHANICAL AND ELECTRICAL WORK SHALL BE DESIGN BUILD, FILED BY D. DEMOLITION PERMIT SHALL BE OBTAINED BY A LICENSED WRECKING 10. WHERE MEMBERS ARE MITERED OR BUTTED, THEY SHALL BE JOINTED AND IN A VIEWING OF SITE FROM TWO LOCATIONS. OWNER SHALL INSTALL& PAY COST OF MADIGAN 53610 Main Road THE CONTRACTOR. RELATED FILIN1GS SHALL ALSO BE COORDINATED AND CONTRACTOR (CLASS C-21)OR A LICENSED GENERAL CONTRACTOR (CLASS MANNER TO INSURE AGAINST THE JOINT OPENING. �„U I O NOTES : INTERNET BANDWITH TO SUPPORT CONTINUOUS CAMERA FEED. Architects Southold NY 11971 EXECUTED BY THE CONTRACTOR. ,ANY DISCREPANCIES BETWEEN THE B-1). 11. PROVIDE ALL CABINET DOOR AND SHELVING WORK HARDWARE AS REQUIRED +1 (203) 871-1939 ENGINEERED SYSTEMS AND THE DESIGN DRAWINGS SHALL BE BROUGHT TO THE E. CONTRACTOR SHALL USE NEGATIVE PRESSURE MACHINES AND HEPA FILTERS FOR A COMPLETE INSTALLATION. REFER TO HARDWARE SCHEDULE. ATTENTION OF THE ARCHITECT IMMEDIATELY, PRIOR TO ANY CONSTRUCTION OR THROUGHOUT DEMOLITION TO REDUCE AIRBORNE DUST. 12. AFTER TOTAL COMPLETION OF ERECTION, ALL NAIL HOLES, SCRATCHES AND 1. PROVIDE ALL PLUMBING ROUGHING AS INDICATED OR IMPLIED BY CONTRACT PURCHASING OF MATERIAL. 9. FOR NEW CONSTRUCTION, CONTRACTOR SHALL PROVIDE A FULL RADON OPEN JOINTS SHALL BE FILED AND TOUCHED UP SO AS TO BE INVISIBLE. DOCUMENTS FIRE DEPT. NOTES : STRUCTURAL ENGINEER 6. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING, BRACING, SHEETING MITIGATION SYSTEM WHERE APPLICABLE AND IN ACCORDANCE WITH 13. ALL WHITE LACQUER MDO AND WOOD VENEER PLYWOOD TO RECEIVE .I SOLID AND MAKE SAFE ALL FLOORS, ROOFS, WALLS AND ADJACENT PROPERTY AS APPLICABLE CODES. EDGE BANDING TO CONCEAL LAMINATIONS. EDGE BANDING TO BE VENEER THICK 2• ALL FIXTURES AND ACCESSORIES TO BE PROVIDED AND INSTALLED BY Dilandro Andrews Engineering ° "' PROJECT CONDITIONS REQUIRE. S CONTRACTOR AS PER MANUFACTURER'S GUIDELINES. IF CONTRACTOR FINDS SHORING AND SHEETING SHALL BE DESIGNED UNLESS OTHERWISE NOTED. THAT COMPONENTS OR ITEMS ARE MISSING WHICH ARE REQUIRED FOR THE I dreU 158 County Rd 39, Suite 10 BY A LICENSED PROFESSIONAL ENGINEER HIRED BY THE CONTRACTOR, WHO 14. FLITCHES TO BE MAXIMUM PRACTICABLE WIDTHS AND FULL HEIGHT IN COMPLETE INSTALLATION AS IMPLIED IN THE CONTRACT DOCUMENTS THE GC 1. GC TO REFER TO APPLICABLE FIRE CODE NOTES RELEVANT TO NEW I = Southampton NY 11968 SHALL SUBMIT SHOP DRAWINGS AIND CALCULATIONS FOR THE ARCHITECT'S SEQUENTIAL BOOK MATCH PATTERN. GRAIN DIRECTION ON WALL PANELS AND CONSTRUCTION OF SINGLE FAMILY RESIDENCE. REVIEW. CABINET FACES TO BE VERTICAL UNLESS OTHERWISE NOTED.ARCHITECT TO SHALL NOTIFY THE DESIGNER IMMEDIATELY FOR COORDINATION. 631 2. PROJECT CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE ) 259-3959 7. DIMENSIONS AND ELEVATIONS OFF EXISTING CONSTRUCTION GIVEN IN LINES OR PIECES OF THE APPROVED ALL VALVES AS INSTALL FIXTURES, THE ®®�DT ®TES REVIEW SELECTION PRIOR TO PURHCASE. 3. PLUMBING WORK SHALL BE COORDINATED WITH ALL OTHER TRADES. STANDARDS OF THE MOST CURRENT BUILDING AND MUNICIPAL CODES AS ARCHITECTURAL DRAWINGS ARE BASED ON INFORMATION CONTAINED IN 15. FABRICATE UNITS IN LARGEST PRACTICABLE SECTIONS. ASSEMBL'�.E IN THE 4. ADOPTED BY THE STATE OF NEW YORK AT TIME OF INITIAL FILING. INDICATED ON THE DRAWINGS OR AS MAY BE REQUIRED FOR THE PROPER VARIOUS ORIGINAL DESIGN AND CONSTRUCTION DOCUMENTS PROVIDED BY THE SHOP FOR TRIAL FIT. DISASSEMBLE FOR SHIPMENT AND REASSEMBLE WITH CONTROL OF THE VARIOUS APPARATUS AND PIPELINES SO THAT ANY OF THE 3. A SET OF PLANS MUST REMAIN ON THE JOB SITE AT ALL TIMES. APPOINTMENTS OWNER,AND LIMITED FIELD OBSERVATIONS AND MEASUREMENTS. THE CONCEALED FASTENERS. FIXTURE, LINES OR PIECES OF APPARATUS MAY BE CUT OFF FOR REPAIR FOR INSPECTIONS, IF REQUIRED, SHOULD BE MADE AT LEAST TWO DAYS IN CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO EXISTING 1. ALL PRODUCTS SPECIFIED SHALL BE PROVIDED IN LOCATIONS INDICATED AND 16. MAINTAIN RELATIVE HUMIDITY AND TEMPERATURE DURING FABRICATION, ADVANCE OF THE REQUIRED INSPECTION. INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED WITHOUT INTERFERING OR INTERRUPTING SERVICE TO THE REST OF THE CONDITIONS BY ACTUAL MEASUREMENT AND OBSERVATION AT THE SITE.ALL INSTRUCTIONS. STORAGE AND FINISHING OPERATIONS MATCHING THAT OF THE AREAS OF PROJECT. ALL VALVES SHALL BE DESIGNED FOR REPACKING WHEN WIDE OPEN 4.A 2A106C FIRE EXTINGUISHER IS RECOMMENDED FOR HOUSEHOLD USE. DISCREPANCIES BETWEEN ACTUAIL CONDITIONS AND THOSE SHOWN IN THE INSTALLATION. 5. IF APPLICABLE,APPROVED ADDRESS NUMBERS SHALL BE ATTACHED TO 2. PROVIDE BLOCKING WITHIN ALL WALLS TO SECURE SHELVING WHERE UNDER PRESSURE. CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT FOR HIS 17. FACTORY FINISH ALL ITEMS WHERE POSSIBLE. DEFER FINAL TOUCH-UP, BUILDING PER HOA GUIDELINES. REQUIRED. 5. BEFORE BEING COVERED UP OR BUILT IN, ALL PIPING SHALL BE TESTED AS EVALUATION BEFORE THE AFFECTIED CONSTRUCTION IS PUT IN PLACE. 3. GENERAL CONTRACTOR GC TO ENSURE THAT ALL APPLIANCES, TO INCLUDE CLEANING AND POLISHING UNTIL AFTER DELIVERY AND INSTALLATION. REQUESTED BY THE AUTHORITIES HAVING JURISDICTION AND WITNESS BY THE 6. STRUCTURES UNDER CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL BE 8. PRODUCTS: TRADE NAMES OR MANUFACTURERS NOTED WITHIN DRAWINGS CONDENSER AND AIR HANDLING UNITS, ARE OPERATIONAL BEFORE HANDING 18. PANELING-PROVIDE CONCEALED WOOD BLOCKING AND FRAMING,ANCHORS, OWNER, DESIGNER AND OR BUILDING ENGINEER. PROVIDED WITH NOT LESS THAN ONE 2A10BC FIRE EXTINGUISHER AS FOLLOWS: AND/OR SPECIFICATIONS ARE TO ESTABLISH A STANDARD OF QUALITY: CLIPS, SPLINES, SUPPORTING AND ATTACHING DEVICES. PROVIDE CUT-OUTS TO 1) ON ALL FLOORS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED 2) IN CONTRACTOR MAY SUBMIT SUBSTITUTIONS OF OTHER MANUFACTURERS OVER TO OWNER, ENSURE THAT ALL POWER, WATER AND VENTILATION PROVIDE RECEIVE ATTACHMENTS, MECHANICAL AND ELECTRICAL WORK AS REQUIRED. 6. DIVERSION OF PLUMBING SHALL NOT INTERRUPT DRAINAGE SERVICE IN ANY EVERY STORAGE AND CONSTRUCTION SHED 3)WHERE SPECIAL HAZARDS EXIST PRODUCTS EQUAL TO THOSE SPE(CIFIED FOR APPROVAL OF THE ARCHITECT, AS NECESSARY. 19. MAKE ALL JOINTS HAIRLINE TIGHT, FITTED ACCURATELY AND JOIN-TED WITH WAY' INCLUDING BUT NOT LIMITED TO THE STORAGE AND USE OF COMBUSTIBLE AND Issue Date & Issue Description By Check PRIOR TO IMPLEMENTING THE PRODUCTS ON THE PROJECT. 4. GC TO PROVIDE OWNER WITH PROJECT MANUALS AT CLOSE OF JOB INCLUDING HARDWOOD SPLINES OR DOWELS, GLUED TOGETHER OR BY OTHER METHOD 7• REMOVE ANY DORMANT PIPES DISCOVERED. FLAMMABLE LIQUIDS. 1 11109/25 ISSUE FOR PERMIT SQM SQM 9. THE CONTRACTOR SHALL MAKE NVO DEVIATION FROM THE DRAWINGS WITHOUT ALL OWNER'S MANUALS AND WARRANTIES FOR ALL EQUIPMENT AND APPROVED BY DESIGNER. USE SCREWS, NOT NAILS, FOR FASTENING TO 8. CONTRACTOR TO ENSURE THAT ANY EXISTING PIPES ARE IN GOOD CONDITION 7. PROVIDE ONE DRY HYDRANT ON THE PROPERTY PER FIRE DEPARTMENT - WRITTEN APPROVAL OF THE ARCHIITECT. APPLIANCES INSTALLED WITHIN THE SCOPE OF WORK. GYPSUM BOARD. OR REMEDY OR REPLACE EXISTING PIPES. REQUIREMENTS. - 10. THE CONTRACTOR SHALL GUARANTEE ALL WORK PERFORMED UNDER THIS _ _ 20. ALL DRAWERS SHALL BE MAXIMUM DEPTH OF THE HOUSE CABINET W/FULL 9 IDENTIFY ALL ITEMS REQUIRING SERVICE ACCESS AND PROVIDE APPROVED 8. SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE CONTRACT FOR A PERIOD OF ONE:YEAR AFTER COMPLETION AND FINAL EXTENSION, SOFT CLOSING SLIDES, 100 LBS MIN CAPACITY, UNO. TYPE ACCESS DOORS. SUCH LOCATIONS TO BE COORDINATED AND APPROVED ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS IN THE PROJECT. THE ACCEPTANCE BY THE OWNER. J 21.ALL CABINET DOORS SHALL HAVE SOFT CLOSING CONCEALED EURO HINGES, BY DESIGNER.ACCESS DOOR TO BE RECESSED FOR DRYWALL SURFACES. ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND 11. THE CONTRACTOR SHALL INSPECT EXISTING CONDITIONS AT JOB SITE POWER / DATANOTES LION.WHEN THE DOOR OPEN ADJACENT TO A PERPENDICULAR WALIL 10. IF REQUIRED A NEW WATER METER SHALL BE INSTALLED TO MEET CAPACITY NOISE WITH ALL INTERVENING DOORS CLOSED. SMOKE ALARMS SHALL RECEIVE - OF THE NEW DOMESTIC AND SPRINKLER CAPACITY DEMANDS. BEFORE SUBMITTING A BID.THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL CONTRACTOR SHALL PROVIDE LIMITER CLIPS TO PREVENT CLASHING DOOR W/ THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING PROVIDED THAT CONDITIONS ON SITE WHETHER INDICATED ON DRAWINGS OR NOT. SUBMISSION WALL, PROVIDE HINGE AT MAX 16"O.C. 11. WATER METERS SHALL BE PLACED NEAR THE PROPERTY LINE AND OUT OF SUCH WIRING IS SERVED FOM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED OF A PROPOSAL SHALL SIGNIFY THE CONTRACTOR'S ACCEPTANCE OF THE 1. PROVIDE ALL ELECTRICAL WORK AS INDICATED ON OR IMPLIED BY THE 22. ALL DRAWERS &CABINET DOOR PANELS SHALL BE FITTED W/(4)FOUR 1/8"THK THE DRIVEWAY APPROACH WHENEVER POSSIBLE. WITH A BATTERY BACK-UP. WIRING SHALL BE PERMANENT AND WITHOUT A CONTRACT DOCUMENTS AND EXISTING CONDITIONS. CONTRACT DOCUMENTS. CLEAR SELF-ADHESIVE BUMPERS AS EACH CORNER. DISCONNECTING SWITCH OTHER THAN AS REQUIRED FOR OVER CURRENT 12. THE CONTRACTOR MUST CONDUCT A PRE-DEMOLITION MEETING AND SITE 2. PROVIDE ALL ELECTRICAL POWER AS REQUIRED BY TELEPHONE COMPANY. 23. ALL REVEAL JOINTS BETWEEN CABINET& DRAWER PANELS SHALL.ALIGN + BE PROTECTION. WALKTHROUGH WITH THE OWNER AND ARCHITECT BEFORE THE PROVIDE TELEPHONE AND DATA WIRING IN LOCATIONS INDICATED AND ALL LEVEL+ PLUMB. `�, 9. A SMOKE DETECTOR SHALL BE INSTALLED AT EACH BEDROOM AND AT A POINT - COMMENCEMENT OF ANY DEMOLITION OR REMOVAL OF MATERIALS. NECESSARY CONDUIT. VOICE WIRING TO BE CATS, DATA WIRING TO BE CAT6. OO DFLOORING NOTES ■ CENTRALLY LOCATED IN EACH CORRIDOR.ALL FIRE PROTECTION EQUIPMENT _ 13. THE WORK TO BE PERFORMED CONSISTS OF FURNISHING ALL LABOR, PATCH PANEL TO BE PROVIDED IN LOCATION INDICATED. TERMINATIONS TO BE SHALL BE LISTED AND APPROVED FOR SUCH USE. EQUIPMENT, TOOLS, TRANSPORTATION, SUPPLIES, FEES, MATERIALS,AND PROVIDED BY GC AT LOCATIONS INDICATED. TELEPHONE EQUIPMENT TO BE SERVICES IN ACCORDANCE WITH THESE NOTES AND DRAWINGS;AND INCLUDES PROVIDED BY OTHERS. PERFORMING ALL OPERATIONS NECESSARY TO CONSTRUCT AND INSTALL 3.ALL ELECTRICAL WORK SHALL BE COORDINATED WITH THE WORK OF OTHER GYPSUM BOARD NOTES 1. GENERAL STANDARDS TO COMPLY WITH RECOMMENDATIONS OF NATIONAL = COMPLETE, IN SATISFACTORY COMDITION, THE VARIOUS MATERIALS AND TRADES. FLOORING MANUFACTURERS ASSOCIATION (NOFMA). IRRIGATION NOTES : EQUIPMENT AT THE LOCATIONS SHOWN. 4.ALL WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE 2. FLOORING TO BE INSTALLED AS SPECIFIED IN FINISH SCHEDULE AND AS PER r 14. THE CONTRACTOR SHALL TAKE.ALL NECESSARY PRECAUTIONS TO INSURE REQUIREMENT OF ALL AUTHORITIES HAVING JURISDICTION. MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. THE SAFETY OF THE BUILDING, ITS OCCUPANTS,AND THE GENERAL PUBLIC. 5.ALL ELECTRICAL, SPEAKER,AND TELEPHONE WIRING SHALL BE CONCEALED IN 1. GYPSUM BOARD PARTITIONS SHALL TYPICALLY CONSIST OF 2X6 WOOD STUDS 3. PROTECT FLOORING FROM EXCESSIVE MOISTURE IN SHIPMENT, STORAGE AND HANDLING. DELIVER IN UNOPENED CARTONS OR BUNDLES AND STORE IN A DRY 1.ALL LANDSCAPE IRRIGATION BACKFLOW DEVICES MUST MEET CURRENT - 15. PROVIDE ALL WORK INDICATED (OR IMPLIED BY THE DRAWINGS. DRYWALL AND/OR CEILING. INSTALL SPEAKER WIRE IN LOCATIONS INDICATED. AT 16"O.C. WITHOUT EXCEPTION, STUDS SHALL BE FIRMLY ANCHORED TO THE PLACE WITH ADEQUATE AIR CIRCULATION. DO NOT DELIVER MATERIAL TO JURISDICTION'S REQUIREMENTS FOR INSTALLATION. 16. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW. DO NOT COMMENCE TERMINATIONS AND SPEAKER INSTALLATION ARE BY OTHERS. FLOOR AND CEILING PLATES. THE FLOOR AND CEILING PLATES SHALL IN TURN BE BUILDING UNTIL WET WORK SUCH AS CONCRETE HAVE BEEN COMPLETED AND WORK UNTIL REVIEW OF SHOP DRAWINGS HAS BEEN COMPLETED AND THE 6. ALL ELECTRICAL, SPEAKER AND LIGHTING WORK IN CONJUNCTION WITH ANCHORED TO THE FLOOR AND CEILING STRUCTURES WITH TWO CONTINUOUS CURED TO A CONDITION OF EQUILIBRIUM. DRAWINGS APPROVED. ALLOW TEIN (10) BUSINESS DAYS MIN FOR REVIEW. CABINET WORK SHALL BE COORDINATED WITH THE MILLWORK CONTRACTOR. BEADS OF ACOUSTIC/FIRE SEALANT BETWEEN SUBSTRUCTURE& RUNNER. 4. PROVIDE MOCK-UP OF WOOD 4'X4'SQUARE ON SITE(TO BE REPLACED WITH �` 17. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION FOR HIS 7. REFER TO ELEVATIONS FOR DIMENSIONED LOCATIONS OF SWITCHES, PLATES, 2.ALL GYPSUM BOARD WORK SHALL BE INSTALLED IN STRICT ACCORIDANCE WITH FINAL FLOORING) FOR ARCHITECT AND OWNER REVIEW AND APPROVE. FIRE PROTECTION 'NOTES: WORK UNTIL TURNED OVER TO THE OWNER. AND OTHER EQUIPMENT. ALL AUTHORITIES HAVING JURISDICTION AND WITH MANUFACTURER'':'S PRINTED 5. WHERE THE SUBFLOOR IS NOT LEVEL, THE CONTRACTOR SHALL TAKE 18. THE GENERAL CONSTRUCTION [`VOTES AND/OR DRAWINGS ARE SUPPLIED TO 8.ALL 125-V RECEPTACLES IN GARAGE (INCLUDING ANY CEILING OUTLETS)SHALL INSTALLATION INSTRUCTIONS. ALL NEW GYPSUM SURFACES TO BE LEVEL 5 MEASURES TO LEVEL THE SUBSTRATE WITHOUT AFFECTING THE INSTALLATION ILLUSTRATE THE DESIGN AND THE GENERAL TYPE OF CONSTRUCTION DESIRED HAVE GFCI PROTECTION. DRYWALL FINISH AND BOARDS TO HAVE TAPERED EDGES. OF FLOOR. 1. SMOKE ALARMS SHALL BE INSTALLED INSIDE ALL BEDROOMS, ON THE CEILING - AND ARE INTENDED TO IMPLY THE FINEST QUALITY OF CONSTRUCTION, 9.ALL 125-V RECEPTACLES SERVING COUNTER TOP SURFACES IN THE KITCHEN 3. PROVIDE ALL REQUIRED FASTENERS, ANCHORS, ADHESIVES, COMPOUNDS, 6. GRAIN/BOARD DIRECTION SHALL BE INDICATED ON FLOOR PLAN. OR WALL OUTSIDE OF EACH BEDROOM AND IN EVERY STORY. MATERIAL AND WORKMANSHIP THROUGHOUT. SHALL HAVE GFCI PROTECTION. ETC. AS INDICATED PER GYPSUM BOARD MANUFACTURE'S STANDARDS AND AS 7. CONTRACTOR SHALL PROVIDE MANUFACTURER RECOMMENDED VAPOR 2. CARBON MONOXIDE ALARMS SHALL BE INSTALLED IMMEDIATELY OUTSIDE OF 19. THE CONTRACTOR SHALL MAKE ALL REQUIRED ARRANGEMENTS FOR 10. ALL 120-V BRANCH CIRCUITS SUPPLYING OUTLETS IN CLOSETS, HALLWAYS, REQUIRED FOR A COMPLETE INSTALLATION. BARRIER OVER SUBFLOOR THROUGHOUT PROJECT AND PROVIDE 1/4" FLOOR ALL BEDROOMS AND ON EVERY LEVEL - DELIVERY OF MATERIALS. BEDROOMS AND OTHER HABITABLE ROOMS(EXCEPT KITCHEN)SHALL BE 4.ALL EXPOSED EDGES AND/OR CORNERS OF GYPSUM BOARD SHALL RECEIVE A UNDERLAYMENT 3. CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM _ 20. BUILDING CONDITIONS, INCLUDING SIZE OF SERVICE ELEVATORS, DOORWAYS, PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER(AFCI). HOT-DIPPED GALVANIZED METAL CORNER BEAD AND ALL EDGES OF,A GYPSUM 8. CONTRACTOR SHALL STORE WOOD FLOOR ON SITE FOR MINIMUM OF TWO THE BUILDING WIRING, SHALL BE EQUIPPED WITH A BATTERY BACKUP AND STAIRS, CORRIDORS, WINDOW OPENINGS, ETC., SHALL BE CHECKED FOR ITEMS 11. RECEPTACLE OUTLETS IN HABITABLE ROOMS SHALL BE SPACED 12' O.C. BOARD ABUTTING OTHER MATERIAL SHALL RECEIVE A HOT-DIPPED GALVANIZED WEEKS TO ALLOW WOOD TO ACCLIMATE PRIOR TO INSTALLATION. BOARDS INTERCONNECTED BEING DELIVERED. MAXIMUM AND SHALL BE LOCATED WITHIN 6'OF WALL ENDS, DOOR OPENINGS, METAL CASING BEAD, TAPED AND SPACKLED SMOOTH. SHALL BE SPACED OUT TO ALLOW AIR FLOW ACROSS ALL FACES OF EACH 4. CUT SHEETS OF ALL DEVICES SHALL BE SUBMITTED TO ARCHITECT PRIOR TO 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THE PREMISES AND AT EVERY Z OR WIDER WALL. 5. PROVIDE NEW SPECIAL WATER RESISTANT TYPE GYPSUM BOARD IN ALL WET BOARD. PURCHASE AND INSTALLATION EACH EVENING PRIOR TO LEAVING;THE JOB SITE. THE SITE SHALL REMAIN 12. RECEPTACLE OUTLETS AT KITCHEN COUNTER-TOPS SHALL BE SPACED AT 4' LOCATIONS SUCH AS BATHROOMS. PROVIDE CEMENT BOARD SUCH SAS DUROCK 9.ADHESIVE AND FASTENING AGENTS USED TO INSTALL FLOORING SHALL BE 5. AN AUTOMATIC RESIDENTIAL SPRINKLER SYSTEM SHALL BE PROVIDED IN THE LOCKED AND SECURED AT ALL TIMIES WHEN THE GENERAL CONTRACTOR IS NOT O.C. MAXIMUM AND WITHIN 2' OF ENDS/BREAKS OF COUNTERS. AT ALL SHOWER AND BATH AREAS OVER MEMBRANE WATER PROOFING. MANUFACTURER APPROVED ONLY. NEW DWELLING UNIT(3) PER IRC SECT 313.2 ON SITE AND KEYS FOR THE SITE SMALL BE HELD BY THE GENERAL 13. PROVIDE AT LEAST ONE OUTDOOR RECEPTACLE OUTLET WITH WEATHER 6.WALLS SHOWN ALIGNED WITH EXISTING BUILDING CONSTRUCTION SHALL BE 10. CONTRACTOR SHALL COORDINATE AND ALLOW FOR (IF ANY)THERMAL 6.A RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN THE NEW CONTRACTOR. NO UNSUPERVISED) SUBCONTRACTORS SHALL HAVE KEYS OR PROOF COVER AND GFCI AT FRONT AND REAR OF DWELLING UNIT AND AT FLUSH AND SMOOTH WITH EXISTING BUILDING CONSTRUCTION UNLESS EXPANSION TO PREVENT PLANKS FROM BUCKLING. ATTACHED GARAGE PER IRC SECT 309.5 ACCESS TO THE SITE WITHOUT THE OWNER'S PRIOR CONSENT. DECK/BALCONY(EXCEPTION: DECK/BALCONY WITH USABLE AREA LESS THAN 20 OTHERWISE INDICATED. 11. SEE FINISH SCHEDULE FOR MORE INFORMATION. 22. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL FURNISH A SQ.FT. 7.ALL PARTITIONS SHALL BE FURNISHED WITH BASES AS INDICATED IIN THE - SCHEDULE SHOWING THE CHRONOLOGICAL PHASES OF THE WORK. THIS 14. ALL RECEPTACLE OUTLETS SHALL BE LISTED TAMPER-RESISTANT CONTRACT DOCUMENTS. SCHEDULE SHALL INDICATE ALL ORDERING LEAD TIMES, LENGTH FOR EACH RECEPTACLE. 8.ALL NEW PARTITIONS SHALL BE TAPED, SPACKLED AND SANDED. PHASE, ITS START AND COMPLETION AND A PROJECTED COMPLETION DATE FOR 15. BATHROOM RECEPTACLES SHALL BE SERVED BY A DEDICATED 20 AMP 9.WHERE SPECIFIED, PLYWOOD UNDERLAYMENT TO HAVE STAGGERED JOINTS, DOOR NOTES : r THE PROJECT. CIRCUIT. GWB OVERLAY ALSO STAGGERED SO THAT PLYWOOD JOINTS DO NOT 23. ANY COST CAUSED BY DEFECTIVE OR ILL-TIMED WORK, AS A RESULT OF, BUT 16. PROVIDE A WALL SWITCHED-CONTROLLED LIGHTING OUTLET ON THE TELEGRAPH THROUGH TO SURFACE OF GWB. NOT LIMITED TO, INFERIOR WORKMANSHIP OR MATERIALS, IMPROPER EXTERIOR SIDE OF OUTDOOR ENTRANCES OR EXITS WITH GRADE LEVEL 10. AT EXISTING PARTITIONS, CONTRACTOR TO PROBE WALL TO LOCATE STUDS SCHEDULING OR DELINQUENT ORDERING SHALL BE BORNE BY THE ACCESS. AND COORDINATE WITH NEW CONSTRUCTION. 1.ALL DOORS TO BE 1-3/4"SOLID LUMBER CORE FLUSH WHITE OAK VENEER Seal/Signature CONTRACTOR. 17. CONTRACTOR SHALL PROVIDE WALL PLATES AND TERMINATIONS BY LUTRON 11. PROVIDE A FULL SKIM COAT OF COMPOUND AT ALL EXISTING AND NEW GWB DOORS WVA' FACE ON BOTH SIDES OR APPROVED EQUAL. DOORS IN EXCESS OF 24. ALL RUBBISH AND WASTE MATERIALS CAUSED BY THE INSTALLATION OF THE TO MATCH SWITCHING AND COVERPLATES OUTLINED IN CEILING NOTES, NOTE SURFACES THAT ARE NOT SMOOTH AND TRUE. 36" IN WIDTH AND/OR 96" IN HEIGHT SHALL BE 2" IN THICKENSS. WORK SHALL BE REMOVED FROM `THE PREMISES PROMPTLY. 13. 12.ALL DRYWALL SURFACES ABUTTING FINISH CASEWORK SHALL RECEIVE SKIM 2. DOORS SHALL BE MANUFACTURED BY WEYERHAEUSER, ALGOMA OR EGGERS 25. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL RULES, COATING AS REQUIRED TO MAKE SURFACE LEVEL AND PLUMB. HARDWOOD PRODUCTS CORP. OR OTHER APPROVED EQUALS. CARED Ate REGULATIONS, CODES AND ALL AUTHORITIES HAVING JURISDICTION. THE ] 3. DOORS WHEN INSTALLED SHALL NOT BOW OR BECOME OUT OF PLANE.ALL �5 MAD y/ CONTRACTOR SHALL COMPLY WITH ALL APPROPRIATE MUNICIPAL AND CEILING / LIGHTING NOTES DISTRIBUTION OF WEIGHT SPECIFIC TO OPERATION C-D O P� REGULATORY AGENCIES, CODES AND REQUIREMENTS. THE CONTRACTOR SHALL DOORS SHALL BE FABRICATED TO ACCOMO SELF WEIGHT AND THE SECURE ALL NECESSARY PERMITS)AND APPROVALS. ON AND ATTACHMENT OF 2 �{ ASSIGNED HARDWARE EACH DOOR. 26. THE CONTRACTOR SHALL EXAMINE ALL AREAS OF CONSTRUCTION AFTER SUBMITTALS NOTES : 4. ALL DOOR STOPS SHALL BE LOCATED IN THE FIELD W/ARCHITECT&OWNER a A& COMPLETION OF WORK AND PROV9DE NECESSARY TOUCH UP PAINTING OR 1. CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS OF EXISTING LIGHTINGPRIOR TO INSTALLATION. #�J WALL COVERING FOR PROTECTION. AT JOB SITE. CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES IN3 27. THE CONTRACTOR SHALL INSPECT ALL EXISTING FINISHED SURFACES FIELD. 9j �4015g INCLUDING CORNER BEADS, STOPS, ETC. FOR CHIPS, CRACKS, HOLES, 2. PROVIDE LIGHTING FIXTURES INCLUDING RELATED ELECTRICAL WORK AND 1. SUBMIT SHOP DRAWINGS FOR ARCHITECT'S APPROVAL FOR THE FOLLOWING F �� DAMAGED SURFACES AND ANY OTHER DEFECTS CAUSING AN APPEARANCE LAMPING OF TYPES AND INSTALL AS PER MANUFACTURER'S WRITTEN ITEMS: CABINETRY/MILLWORK, ALL DOOR&WINDOW ASSEMBLIES, AILL METAL r STONE NOTES : OF NE INSTRUCTIONS IN LOCATIONS AS INDICATED ON THE DRAWINGS. `N DIFFERENT FROM A NEW FIRST-CLASS FINISHED INSTALLATION.ALL DEFECTS WORK&STRUCTURAL STEEL, TILE LAYOUT DETAILS WITH STARTING POINTS AND Project Name SHALL BE REPAIRED, OR IF BEYOND REPAIR, THEN INSTALLED AND FINISHED TO 3. SUBMIT CUTS OF ALL LIGHTING FIXTURES FOR ARCHITECT'S REVIEW AND JOINT LAYOUT, CUSTOM CONCRETE, MECHANICAL DUCTWORK, ELECTRICAL THE SATISFACTION OF THE ARCHITECT JUST PRIOR TO BEING TURNED OVER TO APPROVAL PRIOR TO INSTALLATION W PAPPAS RESIDENCE 4.ALL FIXTURES SHALL BE REMOTE SWITCHED UNLESS OTHERWISE NOTED. WORK, GLAZED ASSEMBLIES, STONE WORK, SIMMING POOLS, ETC. 1.A WATERPROOFING MEMBRANE SHALL BE PLACED OVER ALL PORTIONS OF THE OWNER. 2. CONTRACTOR SHALL SUBMIT THREE SAMPLES OF ALL FINISH MATERIALS, SUBFLOOR AT BATHROOMS AND RUN UP VERTICAL AT ALL WALLS AS HIGH AS 28. THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL LIGHT FIXTURES AND 5.ALL CEILING WORK SHALL BE SQUARE AND LEVEL. INCLUDING BUT NOT LIMITED TO, TILE, GLASS, STONE, METAL, WOOD)VENEER POSSIBLE, BUT A MINIMUM OF 12"ABOVE FINISHED FLR, WHILE REMAINING LENSES, A/C DIFFUSERS AND REGISTERS, FLOORS AND BASES, DOORS, ETC. 6. PROVIDE CUTOUTS IN CEILING AS REQUIRED FOR NEW CONDUITS. FOR ARCHITECT REVIEW AND APPROVAL. SAMPLES MAY BE REVIEWED ON SITE. CONCEALED BEHIND THE WALL BASE TRIM AND OR WALL CLADDING MATERIAL. CONTRACTOR SHALL ALSO PROVIDE A FULL POSTCONSTRUCTION CLEAN PRIOR 7.ALL WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE 2.ANY STONE OR TILE SHALL BE SET LEVEL, PLUMB AND FLUSH ALIGNED. JOINTS Project Number TO FINAL PROJECT ACCEPTANCE. REQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION AND WITH CEILING SHALL BE 1/8" MAX AND 1/16" MIN, 23013 29. THE CONTRACTOR SHALL PROTECT ALL INSTALLED WORK AND EXISTING, MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS. 3. GROUT COLOR SHALL BE AS PER FINISH SCHEDULE AND A SAMPLE MEASURING EXTERIOR GLASS AGAINST ANY DAMAGE UNTIL PROJECT IS COMPLETED AND 8•ALL ACCESS PANELS TO BE RECESSED FLUSH ACCESS DOORS FOR DRYWALL 12"X12"SHALL BE SUBMITTED FOR DESIGNER AND OWNER APPROVAL. ACCEPTED BY THE OWNER. SURFACES. 4. FINAL STONE, TILE INSTALLATION SHALL BE FREE OF CHIPS, SCRATCHES, 30. REMOVE ALL EXISTING APPLIANCES AND PLUMBING FIXTURES FROM THE SITE, 9• REFER TO ARCHITECT OR REFLECTED CEILING PLANS FOR LOCATIONS OF UON. SPEAKERS. WHERE DIMENSIONED NOT NOTED, GC TO COORDINATE PLACEMENT HVAC NOTES . GROUT HAZE OR STAINS.5. ALL EXPOSED EDGES ON COUNTERTOPS SHALL BE SLIGHTLY EASED, 1/8" MAX Description 31. PREPARE THE KITCHEN SURFACES FOR NEW EQUIPMENT AND CABINETS AND WITH THE ARCHITECT. AT ALL UNDERMOUNT SINKS AND TUBS AND 1/16" MAX AT ALL OTHER LOCATIONS. p PROVIDE UTILITIES AS REQUIRED TO CONNECT ALL NEW APPLIANCES. 10. COORDINATE CEILING FRAMEWORK ALL TRADES. 1. CONTRACTOR TO TEST ANY FANS, EXHAUSTS, MECHANICAL EQUIPMENT PRIOR CONTRACTOR SHALL SUBMIT AN EASED EDGE SAMPLE FOR DESIGNER'S GENERAL NOTES 32. THE CONTRACTOR SHALL CONSULT WITH REPRESENTATIVES OF APPLICABLE 11. 11.ALL REVEALS IN CEILINGS TO BE FRY REGLET EXTRUDED ALUMINUM AS TO HANDOVER OF PROJECT TO OWNER. REVIEW. UTILITIES, INCLUDING GAS,WATER„ POWER, TELEPHONE, INTERNET, AND CABLE NOTED IN CEILING DETAILS. 2. NEW DWELLING UNITS SHALL HAVE A MECHANICAL VENTILATION SYSTEM. 6. ALL STONE TO BE FINISHED WITH DRY TREAT BRAND SEALER OR SUPPLIER TV AND DETERMINE EXACT LOCATIONS AND AVAILABILITY OF UTILITIES AND 12. 12. REFER TO DESIGN ELEVATIONS FOR DIMENSIONED LOCATIONS OF 3.ALL SUPPLY, RETURN & EXHAUST DIFFUSERS TO BE LINEAR SLOT TYPE LION. RECOMMENDED SEALER. DETERMINE CONDITION OF EXISTING SERVICE PRIOR TO COMMENCING WORK SWITCHES. WHERE DIMENSIONED LOCATIONS ARE NOT NOTED, GC TO 7. CONTRACTOR SHALL CLEAN, PATCH AND LEVEL THE SUBFLOOR AS REQUIRED Scale OR CONNECTING UTILITIES. COORDINATE PLACEMENT WITH ARCHITECT. FOR ALL TILE/STONE FLOORING. 33. CONTRACTOR SHALL PROVIDE TEMPORARY TOILET FACILITIES AT THE JOB 13. WHERE THE DOCUMENTS CALL FOR A LIGHTING CONTROL SYSTEM A LUTRON 8. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF STONE SLAB FABRICATION SITE AS NECESSARY AND REQUIRED BY CODE. HOMEWORKS OR APPROVED EQUIVALENT SYSTEM SHALL BE PROVIDED W/ WORK, LAYOUT AND 34. CONTRACTOR SHALL PROTECT FLOOR SURFACES FROM DAMAGE WITH DESIGNER STYLE CUSTOM ENGRAVED KEYPADS IN SATIN, ARCHITECT SHALL 9. SIMULATED BOOK MATCHING INTENT FOR ARCHITECT'S REVIEW AND APPROVAL RAMBOARD AND EQUIP MOBILE EQ UIPMENT WITH PNEUMATIC TIRES. SPECIFY COLOR.AT WALLS WITH WOOD FINISH, CONTRACTOR SHALL PROVIDE PRIOR TO FABRICATION. 35. PRIOR TO ISSUANCE OF A BUILDING PERMIT THE CONTRACTOR SHALL HAVE AN ARCHITECTURAL METAL FINISH TBD BY ARCHITECT. SEE RCP NOTES FOR THE FOLLOWING: MORE INFORMATION. A. CERTIFICATE OF WORKER'S COMPENSATION INSURANCE MADE OUT TO THE CONTRACTOR'S STATE LICENSE BOARD B. COPY OF BUSINESS TAX REGISTRATION CERTIFICATE OR A NEWLY PAID RECEIPT FOR ONE FOR APPLICABLE JURISDICTION. G =003 C. NOTARIZED LETTER OF AUTHORIIZATION FOR AGENTS D. COPY OF CONTRACTOR'S STATE: LICENSE OR POCKET ID. ©2024 MADIGAN ARCHITECTS EAMadigan Architects Dropbox\Mladigan Arch itects\01_Projects\25031_1460 Hillcrest Drive - Nicole Pappas\01_Models\25031_1460 Hillcrest Drive.rvt I I i 22. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE,ANT)SHALL REMAIN'THE 5. DETAILING; OF CONCRETE REINFORCEMENT AND ACCESSORIES !SHALT.. BE IN 2. SHEATHING; PANELS FOR FLOORS, ROOF, AND 'WALLS SHALL BE APA RATED STEEL DECK NOTES GENERAL NOTES PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER TIIE PROJECT FOR ACCORDANCE WITH ACT PUBLICATION 315,LATEST EDITION. SHEATHING, EXPOSURE 1,WIT}I A MINIMUM SPAN INDEX RATING;OF 12/16. SEE MARIA PAP PALARDO 1. I'rlE SI'KtJCT'liRr;1S DESIGNED IN AC CORDANC'I1 W'IT'1I TTTF NEW CORK F3tilfllllN t.; WHICH THEY ARE MADF TS EXECUTED OR NOT. THEY ARE NOT TO BF USED ON ARCHITEC'TI:'RAL PLANS FOR THICKNESS. 1. STEFL DECK SIIALL 111' DESIGNED FABRICATED ANT) FRF.CTLD IN C ) ( O' -" ' ONLY N 3O170A1 BARS AI' SUiPPOIZT ONLY 3. SIll:Al7flr'(; PANT;}.S ON I�LAI" SURt�AC'FS SICAII.. I3L IN'S"I'ALL1D 1�'tITI PACE ., ANY OTH}"IZ PRO.TT:CT. C #Z EX'n;NSIUNS T ) THIS PROJECT r.:xcr:PT BY 6. sFI.,TCL TOT' BARS AT MID-SPAN AN ON ,ti AND I B N � • : WHIT S',; , , STEEL'O) , L) ACCORDANCL THE CURRENT ..T LC1F ICAI ION OF 'THE.. I Ei L DECK ALI, 11 0. ALL WORK SIIALI.CONFORM LA'I'FS'T N.Y.S. BUILDINGC 1 F AN , J ) 3 t'"'EI S GT 1: ' ' ' ) 't! C.'LOSS SUP'') TS N ) C'C N ' l OUS V '-WO (:) AC;RF:I;"�tFTNT' IN W Rl TiNC; AND WTT"TI AI PEtOPRIAT}: C011tPI:NSAI'ION T() T}Ti; t NLI;';S O'1'ITI?R'Vb ISI,Nt:)'I'I.;D. A1,1, REIN#( RC,INC; fiI1AI.I,I.AP .613A8Z I)IAA L 1 Z 2A �V 1 t,IZI},NI TC I..AR A 1 1 .R r A, t ), I IN_ . _ t.7 F,R I TZ 1 � ) . .(,ITLA"EIt)N�. INSTITUTE. PAPPAS AI.L RI }.}. ANI t t ARCHITECT OR ENGINEER. MINIMITM A"I'SP1.IC'I:S tJNI,E,SS OI'Il1:RWISI:NO'I'FI). MORE. SPANS. PROVIDE; 118" SPACE' BETW FFN PANT.(,EDGES PARALLEL TO I"ACE 2. ALL FLOOR LIVE LOADS ARF. IN ACCORDAN(:I=. WITH SECTION 1607 OF NEW GRAiN, 1/16"SPACE BEI'W'I'EN PANEI,EDGES OVER SUPPORTNG MEMBERS. 2. COMP()SI'TL 1'Olth1}.;i) S'1'I;t?I, FLOOR DECK TO BF. 2" 1.)1't 0 GE t "O 23. C:ON'fIZAC'I'Ult t)iZ C)1•VNI,:1Z S1lAl,L t)13"PAIN ALI,IZI;QCITRI:D Al'I'ItC)VAt,S, P1�Iti4fiT1 S, 7. 1i1:INl'C)tZC'iNt; S7T;LL Ct)VFRA(;}; SHALI, 131: AS t'01,LOtVs (SL1; SLC"i TC)N 20.6.E DE FP. 2 GA GI, ( JNC HIED r S'Tl?I;t,T'Er1C:'KNESS -0.0359" , GALVANIZ,FC) G60 COATING), UNITED STEEI.,DECK YORK S'1.A 1I�: BI,II,DIN(;CODE:,2060. 1 } ' 7' ) ' S (7 ' ' 'S N W' S N NS 4 FLOOR Sf IF` G SIIALL BT; G1,ll ;l) TO ST�"O t' NG 3F S WITH � ( }' ('IRT11'IC'n'TI;S OF OCCUPANCY,ANC,Y, INSI I.C.I CON n}T IZt 4At.. , TT(w., 1"COIL W't)ttK ACI 3t8,FOR CC?iVI)tI7C7NS NOI N III))tJNI,T,S. . t7TI;I)OTITi.R T T. r PT,n, . . 1 I. n Tttt'V � t } 1 I 1 . t 1I, 1�4r�.ltitl .rZ •I'y' : U - I OOt COMPOSITE': FLOOR RESIDENCE III, i ; ) .' ' ll St � Sl? ' .' �)000NTINUOUS ., W' T I, I, K f Z, C 14 t E IT.• I I. )R U1:C'K AS MANl1I'ACTIJKI:D BY ('ANAI\4 1 I.RLORMED FROM AG S I1AV1NG JURISDICTION TI IEREOI',If:RFQUIItF.D. C G NSi R C.HON ADI IF VI, (.I I AS 1 1,2 . LAID 1N A 1/4 WIDE'3. I'}Il: PROPOSED SI'RTJC"I'UR}: TIIAS 13I:FN I)F,SI(iNFI) "1'O Wl"I'EIS"]'ANll I'll{; WIND A. FORMI'D WALL, 2"BAC'KFILL SiDE, ','," FRONT SIDE, BEAD ALON(;'1T1E MEMBER LENGTH. 5'I'1'.I;L CORPOTZA"1 ION,OR AN Al'PROVI;I)I?QtlAl,,L1iNl,F?SS t)'I'[EI:IZW'ISI?NOT 1:D. PRI.SSIJRIS SPECIFIED iN SFCT11ON 1609, 24. CC)N'1'fZAC;I'OR SIlA1.t, BI? 1t1iS1'ONS1I31..t? FOIL N(1I"II'YtNC.i 'C'IIL l,t)CA1.. BtJrI,UTNCi 13. Et70T1N'ti 3" 1 r ,,,, . „BOTTOM 3. FORMED STE}.t., ROOF DFC'K ` o In: 1-1/2" DEEP, 20 GAGE. (UNCOATRD STEEL 460 Hillcrest Drive 4. 'HIE STRUCTURAL COJIPONLNIFS HAVE. 13FE?N DESIGNED FOR THE FOLLOWING D}.T ARI'MENT Al'I PAST 48 HOURS f RIOR T'O ANY WORK. C. SLABS ON GRADE 1 OI,3 5. AT DISIGNAI'E.D SHEAR WALL+, HORIZONTAL, EDGE'S OF WALL SHEATHING T). STRUCTURAL..SLABS ''," SIIALL. lit: BACKED BY SOLID BLOCKING BFTWFT:N STUDS TO PROVIDE" THICKNESS = CK 8 ), FI . Ai IZ') (CUE COATING)., WIDE R.113, t.STEE ) ST'1',E1, Orient NY 11957 I,t)AI)S: DI?Clt B UI?CK 1'Rt)FIT..F:, AS MANUFACTURED BY CANAM ST`I'I?I, DECK, � 25. IF ANY, CONTRACTOR SHALL DISCONNECT, CAP ANI)REROUTE ANY EXISTING BACKING FOR SPECIFIED PANEI.,EDGE NAILING. INCORPORA'1'I?D OR AN APPROVED 1'QtJA1..,tJN'I.1:SS OTHERWISE NOTT:i). UTILITY LINES IN AREA OF FOUNDATION WORK ANT) SIIALL USE' }LAND 8. PROVIDE; Ai)DITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS, SET? A. LiVF.LOADS: EXCAVATION IN AREAS OF SUSPECTED UNDER GROUND UTILITIF.S ANI) DETAILS. , , , , UNINHABITABLE.ATTICS WITH LIMITED STORAGE.: 20 PSF' SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED, TIIE CONIRAC"TOR WILL � � � t 4. THE STEEL DECK SHALL BE SUPPLIED IN MINIMUM LENGTHS AS REQUIRED TO SLEEPING ROOMS: 30 PSF LAMINA? ED VENEER LUMBER, LAMINATED PROVIDE A 3-SPAN CONDITION END CLOSURES, ROOF SUMPS, CLOSURES AT 0 , REPAIR ANT)REPLACE SAME AT HIS OW'N EXPENSE AND ARRANGE.FOR E'ROPER 9. WELDING OF REINFORCING BARS, ONLY WHEN PLKMTTTED BY LAMINATED� ,. ,, ;.. ;, T , ROOMS O'TF(F?R 7}(AN STEEPING iROOMS: 4 PST' }L,NLIIZA"PIONS, ANT) ALL OTHER ACCESSORIES NECESSARY FOR A COMPLETE }. INSPECTION OF HIS WORK. STRUC"IURAL EN'GINFER, SHALL CONFORM TO THE AMERICAN WELDING STRUCTURAL TURAL LUMBER AND PARALLEL STRAND ROOF: 2t►PSF r LUMBER NOTES: INSTALLATION ARE REQUtRT D. SOCIETY STANDARD ll1.4-7); BARS SHALL t'ONFOrtI`<t TO ASTM A7o6. � ARCHITECT B. SNOW`: ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT'BARS SIIALL 5. COMPOSITE FORMED STEEL FLOOR DECK SHALL BE WELDED TO SUPPORTING Madigan Architects OCCUPANCY CATEGORY II CONCRETE NOTES CONFORM To ASTM A233, CLASS E90XX. SCHEDULED OIIZ DETAILED I. LAMINATED VENEER LUMBER (LVL) SHALL BE "MICRO-LAM" AS STEEL WITH 5/8" DIAMETER PUDDLE WELDS AT 12" ON CENTER, UNI.,ESS ` g GROUND SNOW LOAD,Pg 25 PSF KEINFORCEMbNT SHALL NOT BE'TACK WELD FOR ANY REASON. MANUFACTURED BY WTYER.HAEUSER, "G-P LAM" AS MANUFACTURED BY THE OTHERWISE NOTED. INTERMEDIATE SIDE CONNECTIONS SHALT,BE MADE WITH MADIG/�N 53610 Main Road EXPOS(IRE FACTOR,Cc L0 r ) , ,: • �� WITH Architects Southold NY 11971 1. CONCRETE S'I`KENC;I'IIS AND'TYl LS SllALI.,B1�USED IN"THE;AREAS AS SPECIFIED _ GEORGIA PACIFIC CORPORATION OR"GANG-LAM"AS MANUFACTURED BY THE #10 SELF T'AE I ING SCREWS OR WELDED 1 1/2' LONG WELDS AT A THERMAL FACTOR,C1 L0 10. DEFORMED .BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION ,- „ BELOW,UNLESS OTHERWISE NOTED: 1.,Ot.JLSIANA PACIFIC CORPORATION. PARAI,LET. STRAND LUMBER (PST.) SHAT_T, MAXIMUM SPACING OF 3 0 ON CENTER, UNLESS OTHERWISE NOTED. IN LIEU +1 (203) 871-1939 IMPORTANCE.FACTOR,Is 1,0 FOR DEFORMED STEEL,IVIRE FOR CONCRETE,REINFORCEMENT ASIF114 A496 WITH BE "PARALLAM" AS MANUFACTURED BY WEYEIZHAEUSER. LAMINATED OF PUDDLE WELDS, POWDER ACTUATED FASTENERS }LAVING TIIE SAME PLAT ROOF SNOW LOAD,Pf 20.0 PSI' USAGE 28 DAY MAX AGG. A MINIMUM YIELD STRENGTH OF 70,000 PSI. STANDARD ASTM A615 GRADE 60 STRI ICTURAL LUMBER (LSL) SHALL BE "TIMBERSTRAND" AS MANUFACTURED CAPACITY AS THE SPECIFIED PUDDLE WELDS,MAY BE USED.FASTENERS SHALL STREN'G'TH(PSI) SIZE REINFORCING BARS MAY NOT BE SUBSTITUTED FOR DEFORMED BIAR ANCHORS BY WT YERHAEtSER. BE MANtJFAC'R.JRED BY HILTI,INC. OR AN APPROVED EQUAL... SHOP DRAWINGS STRUCTURAL ENGINEER C. WIND DLSIGN DATA: UNLESS PERMITTED BY THE STRUCTURAL ENGINEER. SHALT, BE SUBMITTED FOR APPROVAL, TO THE ENGINEER INDICATING WIND LOADS HAVE,BEEN DETERMINED BASED ON SECTION 1609.1.1 IN ACCORDANCE, , .<� :a. Dilandro Andrews Engineering ' SIMPLIFIED METHOD A. SLAB ON GRADE 4000 S.C. 1" J 2. MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF BEAMS FASTENER DATA INCLUDING SIZE VS. STEEL SUBSTRATE MATERIAL, SPACING, , �..,.,, WITI[nSCE 7,SECTION 8.5,S1MP B. FOUNDATION AND BASEMENT'WALLS 4000 S.C. 1" i 1. PROVIDE WTI,D SMOOTH WIRE FABRIC MINIMUM 4k4-W 2.OxW 2.0 IN AI.,1,TOPPING DESIGNATED AS L,VL,PSL,AND LST,MATERIAL SHALL BF,AS FOLLOWS: CAPACITIES, INCLUDiNG DIAPHRAGM SHEAR CAPACITIES, METHOD OF I C?rL�ndra 158 County Rd 39, Suite 10 SLABS UNLESS O1'IIEKW'tSE NOTED. T And rows OCCUPANCY CATEGORY II C. PIERS 4000 S.C. P, INSTALLATION AND PROGRAM FOR QUALITY ASSURANCE_.OF INSTALLATION. Southampton NY 11968 BASIC WIND END SPEED(3-SECOND G1UST) 13011P11 D. RETAINING WALLS 4000 S.C. 1" 2.01'LVL 2.0E PSL 1.55E LSL 631 259-3959 12. PROVIDE P4 AT IN CENTERS MINIMUM, IPMEACT T T W '10T',IN ALL VvTN SERE PINGHE'SE FB(FOR DEPTIIS< 12" 2600 PSI 2900 PSI 2325 PSI 6. STEEI, DECK MUST 131, PROTECTED BEFORE ANT) AFTT:R ERECTION AND ALL ( ) I'LIPC)R'1ANCT;]'ACTOR,Iw• l.o (' _ )_ , , , •" `,�, r .S PADS StJPT'OIZT'INC; MECHANICAL EQUIPMENT W'lIE"I'FiER SHOW'TN ON T'}IESF. , . _ ,, � ( )PSI PSI I.AI OS1 JRF. 13 2. CONCRETE NOTED IN 1HI;ST; GENERAL NOTES. ON ITII' DRAWINGS OR IN T'I1Ii , ,. FC (PARALLEL EL T'O GRAIN)- 2510 t SI 29 H l SI 2170 t SI DEBRIS CLEANED FROM ITS SURFACE, WHERE CONCRE41., WILL 13E POT UED OR DESIGN WIND PRESSURE:FOR CO)MPONF,NTS AND CLADDING ON BUII..DiNG WAILS SPI C'IF'ICA'TIONS AS SC'OI'STONE CONCRETE SHALL HAVE'NATURAL SANT)FIN[.; DRAWINGS OR NOT tiNI_C;SS OT'1IERW LSE NO'1`I?D' PC(PERPENDiCT fLAR TO GRAIN)= 750 PSI 025 PSI 900 PSI ROOFING IS TO BE PLACED. PLIt ASCE:7,SECTION 30.4,SIMPi ITFfFD M1 ['HOD AGGREGATE,NORMAL WF;1Gl I"I' ('OARSI'- A(i(3R1'(;A'I'1'S CONFORMING TO ASIM FV= 285 PSI 290 PSI 310 PSI (IJST'Z.ONI'4 GL:NERALLY;USE Z(,)Nf:5 WTT1[IN Y-0"OF BUILDING;WALL CORNERS): 03 AND T'YPF 1 POiZTLAND CEMENT CONFORMING TO ASTM C150. T'= 1,000,000 PSI 2,000,000 PSI 1,550,000 PSI FRAMING NOTES: ABBREVIATIONS AND SYMBOLS 5. T'It1; S'IIZI;CITJR}; HAS 13F:T',N Dt',SI(,Nl;l) FOR T'I#}.; IN-SF1tV10E; LO.AI)S ONLY. CONCRI111I; NOTI'D IN 'THESE. GENL;RAL NOTL'S, ON THE: DRAWINGS OR IN Ti E, MEMBER SIZES SHOWN ON PLAN(WIDTH X DEPTH)SPECIFIED AS I.,VI,MAYBE SUPPORT OF ANY CO.NSTRUC,'TION EQUIPMENT .INCLUDING REINFORCING OF SPECIFICATIONS AS LW OR LIGHT Wi IGHT SHALL HAVE EXPANDING; CLAY OR L PROVIDE ALT. BLOCKING ANT) SUPPORTS AS REQUIRED FOR FRANAING OF NEW CONSTRUCTED OF MtJL'TFPLE LVI,PI.,IES OR PSi,OF THE SPECIFIED DEPTH, S THE RESPONSIBILITY OF THE GEN;RAI, >: TiLE 13t'II,1)iNti S1 RUC'I t,RL t N S11At.E COARSE;AGC;R} (iAT'E CONFORMING TO ASTM C33(),NATtJRAT.,SAND AND AREAS. INS"TALI, nND R}?MOVE' (riT"TER C<)ML LT:TTON) ALL "I'f;MI OIZAKY T�AS'II:NFl7"1'OC;LI'TIEFZ B� NAIT,TNC;OR ROT,T'INC;AS RLQUIIZL:E), :'TT:'�TBI;R SIZES AB ANCHOR BOLT ISI POUNDS}t,R SC�LJAIZl:1NCII .' S SPREAD OUT I I LACED )) ) J ' V MATFiR#nT..S .H I,I, Bl, .. RI,Ai JT I J". T CON I-RACTC)K. Ct)NSTRI CTtO. A 'TYPE 1 }URT'IANI)CL;MLN I CONT'ORMtNG'T()ASTM CIS().1.W CONCRETE SIIALI, SUPPORTS.t.)R"1'S, LIF,ADERti ANT) DUST' SCRI:T:'SS I'() ADI:QtJA'TF;T.Y Stt iS'I'nIti ALL FOLLOWED ONLY 13� PSI,MUST 13I INSTALLED AS A SOLID MEMBER,NOT ARCH ARCIII"IT:C'I' PSI, PARALLEL STRAND LUMBER ON FRAMED FLOORS OR.ROOF;S. LOAD SHALT,NOT EXCEED DESIGN LIVI,LOAD NOT WEIGiT LESS THAN 95 NOR MORE TITAN 116PCF. LOADS. BUILT-UP. 13C BOTTOM CHORD RI' ROOF FOR EACH PARTICULAR LOAD_ BI I., BELOW RJ ROOF JOIST 3. ALL C'ONCRE"Tr SIIALL BE A MINIMI JM 4000 PSI 61 218 DAY TI_`ST. 2. ALI,Wool)FRAMING NOTED AS 2x MATERIAL TO BE DOU61.AS T IM GR.ADI'2 OR 3. MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION 13M BEAM RING RETAINING L Issue Date& Issue Description B Check 6. REINFORCING TO SUPPORT' (CONSTRUCTIONF,QUIPMENT AND THE DESIGN BETTER U.NTLESS OTHERWISE NOTED. FROM THE ENGINEER. BO BOTTOM OF SC'HED SCHEDULE p y ENGINEERING OF ITII: FORM WVORK, SHORES ANT) RE,-SHORES, AS WELL AS ITS 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLI_IMI, BP BASEPLATF... SECT SECTION 1 11/09/25 ISSUE FOR PERMIT SQM SQM CONS"1'RI JC'IION_ SHALL T31; '11II1: Rf:SP(:)NSI3IL,CTY OF THE CONTRACTOR. ALL AT TIIE POINT OF DISCHARGE AS FOLLOWS: 3. FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN BOS BOTTOM OF STEEL SF SQUARE FEET - SUC'II ENGINEF•RING SIIALL IBE PERFORMED BY A PROFESSIONAL ENGINEER 300 FEET, MIN. (OR AS PER MANUF:ACTURER'S SPECIFICATION)!, 01' A SALT' BRCG BRACING SHTIIG SHEATIIING - I,iCENSED IN THE STATE OF NE'W YORK. A. RAMPS AND SLOPING SURFACES -3"MAXIMUM WATER SHORELINE SIIALL BE SI"AINLESS STEEL. STRUCTURAL STEEL BRG BEARING SIM SIMILAR B. FOt.;NDATION CONCRETE -3"TO 6" BS BOTH SIDES SOG SLAB ON GRADE 7. THE METHODS, PROCEDURI'S„ AND SEQUENCES OF CONSTRUCTION ARE THE C. AI.,I.OTHER CONCRETE, -3"TO 5" 4. WOOD SILI..S TO BE(1)2"x 6"A.C.Q. LUMBER WiTH 12"DIA. ANCIFOR BOLTS 12" 1. STRUCTURAL STEEL MATERIALS AND WORKMANSHIP SIIALL BE IN BW BOTH WAYS SPEC SPECIFICATION RESPONSIBILITY OF THE,GENERAL CONTRACTOR. THE GENERAL CONTRACTOR LONG MINIMUM AT Y-0" O.C. AND F-0" AWAY FROM CORNiERS UNILESS ACCORDANCE WITH THE LATEST RISC "ALLOW'ABLE STRENGTH DESIGN (ASD) C CAMBER SS STAINLESS STEEL SIIALI, TAKE AIL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE, 5. MIXING,TRANSPORTING,AND PLACING OF CONCRETE SHALL CONFORM TO AC'T OTHERWISE NOTED. SPECIFICATION FOR STRUCTURAL STEEL.BUILDINGS". CA COLUMN ABOVE STAG STAGGER - INTE:GRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. 30L CANT CANTILEVER ST'IF STIFFENER CONTRACTOR SHALI, BE RESPONSIBLE FOR ADEQUATELY BRACING AND 5. PROVIDE DOUBLE HEADERS, TRIMMERS, AND FRAMING AT ALL STAIR 2. MATERIALS: CB COLUMN BELOW SIT, STEEL PROTECTING ALL WORK 'DURING CONSTRUCTION AGAINST DAMAGE. 6. THERE SIIALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE OPENINGS, FLOOR OPENINGS, BATHTUBS, ANT) ALL POS'I'S ANT)) PARTITIONS CC CENTER TO CENTER STRUCT STRI TC`TURAI,BREAKAGE, COLLAPSE DISTORIION AND MISALIGNMENT` ACCORDING 'TO POURS. ALL CONSTRUCTION JOINTS SIALL BE MADE IN THE CENTER OF SPANS RUNNING PARALLEL TO FLOOR FRAMING. PROVIDE 1LOCtiINC UNDER ALL A. WIDE FLANGE SHAPES: ASTM A992 GRADE 50 CF CUBIC FOOT TO TOP OF _ APPLICABLE CODES,STANDARDS,AND GOOD PRACTICE. WITH VERTICAL BULKITEADS. T'HE LOCATIONS OF TIIE CONSTRUCTION JOINTS PARTITION WALLS RUNNING PERPENI)ICI_ILAR TO JOISTS. B. AMERiCAN STANDARD SHAPES,ANGLES, CIP CAST IN PLACE TC' TOP CHORD SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ADDITIONAL PLATES AND BARS: ASTM A36 CI, CENTERLINE TEMP TEMPORARY - PRINCIPAL t " t C. STRI1CTI,MAL ST'EEI_.ITJBING RECTANGULAR 8. t)I OPENINGS IN 'I EIf:-; S'I'IZ[..t.II.lt1; AR}; INI)IC'A'IT:D ON '1HL CONTRACT ltf'INFC)kCINC; AT' CC)'NSIIZUCT 1()N JOINTS SHALI., BE SPECIFIED 13Y THE 6. BRIDGING 'PO I3F: ETCH}:R SOLID OR(1) 1 x 3 Olt 18 GA CROSS BItIIDGINC;8r NOT COI., COLUMN TOC TOP OF CONCRETE _ ) U1IFNTS. RETIA TO TI11;AACHITFCTURAI.,MECHANICAL,ILECTRICAL ANI) SIRJCItZA1 fNtiNl t,SLL TYIICAI )L1A(I. DRAWING ING SHOWING L,)C I NS TO LXCI,ID A MAXIMUM 8'-0"O.C. ANT)S( I TARE: ASTM A500.GRADLI 13(FY=46 KS( ) CONC CONCRETE T'OF TO}'OF FOOTING PLUMBING DRAWINGS FOR SL ET'VES, CURBS, INSERTS, FTC. NOT HEREIN OT' C'C)NS'I'RITC'I70N JOIN'L'S SIIALI., BI; Stf13ti1t'1"T'1'D 13Y 'TEIF C;1;NI;RrA}. E). BOLTS: ASTM 325 CY CTII3EC'YARD I'OS T'01'OF SI'I:E'I. - ' ) OPENINGS IN SLABS WITH A MAXIMUM SIDi; DIMENSION Olt STRUCTURAL I : ) 'j� .. � � " 1'. ANCHOR RODS: ASTM IA554,6RADL 36 ► INi IC n 1 F T . CC)N'T'RAC`"T'OR I'() ?'III; S"1'RT C 1l RAT, I:NC;INF;I;R FOR R RLA t}.W AND ,. Ai..I.., NON-Bt AIZIMx INTERIOR HEADERS 'TO Bl, (.) 2 x 6' t.N[J:Sw t)"]'III:R4�'ISI: I)#A DIA.M}''IT;R I'()W TO} OF WALL DIAMETER OF 12 INCHES OR L,F,SS SHALL NOT REQUIRE ADDITIONAL, FRAMING VERIFICATiON, NOTED. F. WELDING T:LFCTRODE: ASTM 1;70XX.LOW HYDROGEN DDT DETAIL TYP TYPiCAL OR REINFORCEMENT, UNLESS 0'1'111;1ZWIS1' NO'I'l:I). 'I'I[F; LOCATION OF SLEIFYLS G. SHEAR CONNECTORS: 3/4"0 ASTM A-108 DN DOWN UON UNLI:SS OTI I I-RWISE NOTED • OR OPENINGS IN STRUCI UR AL MEMBERS SHALL BE SUBMITTED TO THE 7. ALL CONCRETE SHALL C O NI'AIN A CONCRETE MIX USING A MINIMUM OF 5.0 8. ALI,INTERIOR I II ADFRS SHALL BE'(2)2"x 8"UNLESS OTHERWISE NOTED, DWI, DOWEL VIF V1;RIf Y IN FETED STRIIC"TITRAI,ENGINEI:R FOR RtEVlFW AND VERIFICATION. SACKS OF (TMENT PER CUBIC YARD. NO FLY ASII SIIALL BE. USED IN ANY 3. ALI, BE AMS ANI) GIRDERS SIIALL BE, PROVIDED WITH FLEXIBLE, SII1_:AR LF I ACIE t'AC'T: ti'v`/ WITH CONCRETE. - CONCRET E. ALL EXPOSED CONCRETE TO BE' AIR FNIRAINII) AIR CONI"L:NT 9. AI,I,SITZ(JC'1-(.I1ZAI,W(TOI)SI IALl,131,KI'l'1'2"CT,1:Att PROM C'f[IMNI•:)YS. CONNLC"T'IONS EQUAi., IN VALUE TO TT II; LOAi)S SHOWN ON .. l IE AiSC SAFE: I:OS EDGE:OF SLAB '4V1' WORKING POINT - { WINGS FOR DIMENSIONS FLOOR ELEVATIONS t - :+- � � LOAD T`ABLI'S PLUS T'111; PFRCFN TAGF i iSI LD BELOW', UNLESS OTLIF,RWISF :3 ) ' 1. Sf;i: ARC'ITE"1'F;C.Lt.RA1. DRAWINGS S110iJi,f)13E 6 PI;RC'I',NT W'ITii A 7OLI;RANC.E Ot / 1.5 F1,IZC.I;N"I'. L[ I;A4IF:DI)1:1)1 AI'L WW1Z t�"LI,1)I:D WrrtF:RL:INT't)KCIiML;N't" SLOPLS AND T•HE LOCATION Oli'DEPRESSED FLOOR AREAS, 10, JOIST I IANGF•R 1T CO CONNECTIONS IONS RI?QUIRED AT ALL FLUSII !STRUCTURAL NOTFI). 1:Q FQI JAL 8, 6L'NERAL CONTRACTOR SIIALL, VERIFY DIMENSIONS AND I.,OCATIONS OF ALL LOAD CARRYING CONDITIONS, 1 1'C. 'TO BF BY AN APPROVED MAPNUTAC'IURF.R 1:X EXISTING " () NI)VITRIFY ALI,CONDITIONS AT THE SITL PRIOR PIPE S ' C A. ALL BEAMS WIT'I[OUT STtiD SIIEAIZCONN�;CTORS =+35%, 10. CONTRACTOR SIiAT.I. C`III:C;K M SEC)"t'S, r IT L . LT,1::VE:S. ANCHOR 13()L'T'S, LTC. AS KEQTITRE;1) t'OIZ MI:C`IIANIC'AT, F()K Ft,ttSli S'I'RUC"I'URAI, FRAMING. W1II;N IN Ct)N`IAC;"I'W'1"TlI A.CC'.Q.ITSI:NEW 1' f'OUI'INtr To) S{AR TING WORK ANT) SHALL FAMILIARIZE: 1[IMST'LE WHIT THE INIT,N[' OF IRADLS 131"FORE,C'ONCREII;IS POT fRLI); IIIESF ITEMS ARE;TO BF INSTALLED 13Y DOUBLE DIP GALVANIZED FRAMiNG HARDWARE. 13. ALL GIRDERS W 144IOU'T STUD SlWAR CONNECTORS =+'354 FDN FOI JNDATiON - ITIF,SL PI ANS AND MAKE WORN COMPLY WITH IT T};SAME. GENERAL CONTRACTOR. SLOT AND SLEEVE, DRAWINGS SHALL BE SUBMI'1 FED C. ALL BEAMS WITIF STUD SHEAR CONNECTORS =+65% 17IN FINISH _ BY 1`HE GENERAL CONTRACTOR TO"THE STRUCTURAL ENGINEER FOR REVIEW It. FRAMING CONNECTIONS FROM EXTERIOR WALL TO ROOF ARE TO IBE TIFT)W'ITTI D. ALI,GIRDERS WI I'll STUD SI EAR CONNECTORS =+654'o FJ FLOOR JOIST 11. ALI. DIMENSIONS ANI) CONDITIONS TO 131: VERIFIED BY CONTRACTORS PRIOR AND VFKII'ICA'I"lON. FRAME CONNECTIONS. FLG FLANGE TO CONSIRI'G'TION ANT)PR1Olk TO ORDERING MATERIALS. ITIESI; REQI rIREMLN'IS SHALL BE ADJUSTED AS NECESSARY FOR MLMBLKS FKMG I'KAMTNCi 9. NO CONCRETE IS TO BE POURED UNI`1I,AI,L HOLES AND OPENINGS SHOWN ON 12, ALL BEAMS MUST HAVE SOLID BEARING TO FOUNDATION„ (REFER TO •TIIAT SUPPORT OTHER BEAMS, THIS PROVISION MAY BE REDUCED ONLY FT FEET 12. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE;OVER SCALED DIMENSIONS. PLANS AND SHOP DRAWINGS ARE REVIEWED AND VE,RIFiED. CONSTRUCTION DETAILS). WHERE SPECIFICALLY PERMITTED BY THE STRUCTURAL ENGINEER. FTG FOOTING CONNECTIONS SHALT., BE DESIGNED TO DEVELOP A MINIMUM END REACTION GALV GALVANIZED _ 13. THE GENERAL CON]RAC"TOR SHALL COMPARE STRIJC URAL SECTIONS WITH TH 10. FILL,ALL PLUMBING SLOTS WITH CONCRETE OF THI; SAME, STRENGTH AND TO 13. ALL HEADERS EXCiTDING 5-0" SHALI.. HAVE A DOUBLE JACK SSTUD WITH A OF 6.0 KIPS.USE A MINIMUM OF 2 BOLTS FOR AI.L BOLTED CONNECTIONS. GLB GLUE LAMINATED BEAM ARCIIITL'CTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE THE SAME DEPTH AS THE... FLOOR SLAB AFTER PiPING IS INSTALLED UNLESS DOUBLE KiNG STUD AND A DOUBLE:SELL PLATE. GR GRADE - ARCHITEC-T PRIOR TO FABRICATION OR INTSTALI.,ING STRUCTURAL MEMBERS. OTHERWiSE SHOWN. 4. THE USE OF THE CUTTING TORCH IN THE FIELD WILL NOT BE PERMITTED. IIDR HEADER _ 14. 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREwIED WOOD IIGR HANGER 14. THE USE OF RF.PRODUCTIO�vS OF THESE CONTRACT DRAWINGS BY ANY 11. PIPES OR CONDUITS PLACED TNT SLABS SHALL NOT HAVE AN OUTSIDE STANDARDS AND SHALL TAKE THE PLACE OF'CCA'. 5. ENDS OF BEAMS ANTI) WTMS SHALL BE REINFORCED WZILRE CUTS OR COPES HORIZ, HORIZONTAL, - CONTRACTOR, St T3-CONTRAICTOR. ERECTOR, FABRICATOR, MATERIAL. DIAb4ET'EIZ LARGER'THAN 1/3'TIIE SLAB'THICKNESS AND SHALL NOT BE SPACED REDUCE STRENGTH BELOW REQUIRED VALUES. HSB HIGH STRENGTH BOLT _ SITPPL[FR, LTC. IN LIEU OF PIREPARATION OF SHOP DItAWTNGS, SIGNIFIES HIS CLOSER THAN THEIR DIAMETERS ON CENTER. ALUMINUM CONUTJITS SIIALL 15, FIREBLC)C;KINC; SIIALL BE PROVIDED 1N CONCEALED SPACES OF STUD WALLS IN INCH ACCEPTANCE OF ALL INFOWMATION SHOWN HERE. ON AS CORRECT AND NOT BE PLACED IN CONCRETE. AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING; AND FLOOR 6. WHERE MILLED SI'IFFENERS ARE 1ZEQUIRED, THERE: SIIALL BE NO WELD INFO INFORMATION - OBLIGATES HIMSELF TO ANY:JOB EXPENSE,REAL OR IMPLIED,ARISING DUE TO LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZ.,O)NTAL. PLACED AT TIIE MILLED SURFACES (EXCEPT I'OR PACK WELDS OR WHERE JST JOIST _ ANY ERRORS THAT MAY OCCUR HERE ON. 12. NO ALUMINUM SHALT,BE CAST IN CONCRETE. SHOWN OTHERWISE). NO WELD SHALL BE PI.,ACED IN CLIPPED CORNERS OF K KIP STIFFENERS. KSF KIP PER SQUARE FOOT' - 15. AT,[, CODES, COMMITTEE REPORTS, SUPPLEMENTS, SPI C.IFICATIONS, ETC. 13. SHOP DRAWINGS SHALI. BE SUBMITTED TO THE ENGINEER FOR APPROVAL. { ; ' , I.,B LAG BOLT RL:FFiZRFI) "I'O IN T'1(I'SF Gt;"�r}.;RAL NCO"TES, ON THE' DRAWINGS OR IN 771E WORK SIIALI, NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP DIMENSIONED WOOD I RAMING NOrI ES. 7. ALI, WF..T.,D1NC; SEtAI.,1, BF? SUT.3JL;C"(' TO INSPECT AND SHALL 13E IN id., LIVE LOAD PROJECT SPL'CIFICATIONS }N1CLUDL ALI., AMENDMENTS, SUPPL MENI'S ANT) DRAWINGS. ACCORDANCE, WITH IHE LATEST MANUALS OF THE? AMERICAN WELDING LLTT LONG;LEG II)RIZ..ONTAI. "' IE DA`11`01"IIIESF,DOCUMENTS. 1. 1111;STRUCTURAL.,WOOD STRESS GRADT:.STAMPED Lt.11.MBLR SHALIL131"GRADED SOCIETY. NO WELD SHALL START UNLESS AN INSPECTOR ENGAGED BY THE Seal/Signature nature AT)T)C;NI)A IN FORCE A`I 11 .. I,WC LIGHTWEIGHT CONCttfil'F: I g 14. ALI., C'ONCRETIE, MATERIALS AND WORKMANSHIP SHALL CONFORM TO AS FOLLOWS UNLESS 0141FIRWiST-NO-TEI)ON PLANS-. OWNF•R IS PRESENT (IN THE' SHOP AND IN ITII:: FI1:LD). SHOP DRAWINGS I,VL I.,AMINATED VENTER LUMBER 16. ANY DF.VIA'P1ON FR N1 TI11?SF PLANS wri'Ho J'T TTTE WRITTEN CONSENT OF TILT; REQUIREMENTS OF THE NEW YORK STATE. BUILDING COD'', INCLIJDLNC; APPROVED BY T IL STRUCTURAL ENGINEER WITH iIII;IR STAMP OF APPROVAL MAX MAXIMUM ARC'HI FEC`T OR ENGINEER W'II L NEGATE;IT iE CFAT`1FiCATION OF Tl1F.SE PLANS. SUBMISSION 01'CONCRETE.?TEST MIXES. JOISTS,TZAF'TI;RS AND STUDS: APPROVED AS NOTED Sl IALL BL PROVIDED T'O TI IL INSPI.:CTION AGENCY.ALI,WELDING MC: MOMENT CONNECTION IS TO 13E DONE BY WELDERS LICENSED IN ACCORDANCE WITH ALL MIN MINIMUM ,��~rLED qRC T T - I)()LJGI,AS FIR-I,ARCII OR llOUGLAS T'IR-1,AIZC'I1(NOK't'11),NO.2.. r g Zy 17. 1#' tN "I HT; C'OI.IZSF: OF CONST R,t.�C fION A C(:)NDTITUN F:XiS'TS W'11IC11 DISAGREES I5. N(.) C()NCRE'i'I? IS T't) BE POURED UNTIL P1..,ACL;Mi;NT OF REINFORCEMENT IS TZL;QLI11ZliM}iN'TS Ol' "T'llfi NEW YORK S'I'A'1"}? BUILDING C{)DE, ANI) 'ITII: RULES Nl'S NO`I"'I"O SC'AI,I' W1,11l "1T 1AT AS INDICATED O1N 'IIIISI; PLANS, THE CONTRACTOR SIIALI. STOP �) FB(BASE)=850 PSI AND REGULATIONS OF THE BOARD OF STANDARDS AND APPEALS. NWC NORMAL,WEIGHT CONCRETE CIE}?CIF:1)ANT)APPROVED ROVf:D I3Y'TILT'S'T'IZUC"TIJIZAL I;NCxTNf;E:Tt()T"RECORD. WORK AND NOTIFY HE ATZCIIITECT' OR LNGINE.E,R. SHOULD HE FAIL, TO FV(BASE)=180 PSI OC ON CENTER ' EN ER I'O1,LO�V'ITHS L'IZC)C"[?C7TJRT:ANT)Ct.)N'I"INCJI:WTLH WORK,ITT:SIIALI.ASST.ME,ALT. E(T3ASI;)= 1,600,000 PSI 8. W'i1FRE STEEL MEMBERS AR17 R1;QUiRFD`TO 13E SPLIC} D ANllK)R WTl1Ar NOTED P/C PRECAST r"'� Kt:SPONStE3TI.T"IY r1NU LEABILE 1TY T7 TI.;RE;}'ROM. M.C. ON I)RAWING;S,'I'll};CONNECTION SIIALI,BE MADI;"TO DI'VELOP T HE FULL PAF POWDER ACTUATED FASTENER REINFORCING STEEL 2. TIIE DESK;N OF THE' DIMENSIONAL LUMBER MEMBERS ANT) THEIR sTRE:NGTH OF TT11: SECTION. SUCH CONNECTIONS STTALL NOT INTERFERE:WITH PCF POUNDS PER CUBiC FOOT N rs y CONNEC`I"ICONS 1S 13AS(',1) ON "T1tl: LUMBER HAVING A MOISTURE CONTENT A'1' >, I R CONSTRUCTION SIIALI, COME PLY W'I`I'I1 ALI, I'EI)1;It11L. S'T�'1"1'E AND LOCAL << ANY AFZCFIi'TF�C'T'LJIZAL OR MECIIANICAI,CLEARANCES. PL PI.nT1' 0 � CODES, ORDINANCES, RULES AND REGULATIONS, CONTRACTOR SHALE. 1. ALL REINFORCING STEEI,SIIALI.BE GRADE 60 ANT) SIIALL CONFORM TO ASTM 'THE TIME OF INSTALLATION Of' II,"OR LESS. PLF POUNDS PER LINEAR FOOT 9j� 40159 0 ARRANGE FOR ALL. NECFSSA,RY PERMITS AND INSPECTIONS INCLUDING THE SPECIFICATION OF DL:FORMF.D AND PLANN BILLET STEEI, BARS FOR CONCRETE 9. SUBMIT SHOP DRAWINGS, ERECTION PLANS, WORK PROCEDURES, AND PLWD PLYWOOD OP � CERTIFICATE or OCCI TPANC'r'.. KF.INFORCI'MENT, ASTM A615, STANDARD SPECIFICATION FOR EPDXY-COATED 3. JOTST'S OR RAI''PLIZS AKE 'T'() BE: INS"I"AI.L.t:I) W'1 I-11 "CROWN' UP (01'_ POSITIVE N ENN QtT.ALIFICAITONS"I'O TIIE SIRUC'lURAL I?NG;IIN'1::F;R FOR APPROVAL. PSF POUNDS I'EIt SQUARE FOOT STEEL REINFORCING BARS, ASTM A775, STANDARD SPECIFICATION FOR CAMBER)AND WITHIN;1/2 INCH OF STRAIGH"T',FND=TO-END ALIGNINVFNI•- Project Name 19. W'Hi:RE CONFLICT EXISTS BE11 WTEN THE GENERAL BUILDING CODE SPECIFIED FAI3RICAPION AND JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCING 10. FULL,PENETRATION GROOVE WELDS ART:TO BE ULTRASONICALLY TESTED. PAPPA RESIDENCE ABOVE: AND OTHER CODES, ]PUBLICATIONS, SPECIFICATIONS ANI) DRAWINGS BARS, ASTM D3963, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL 4• SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, E.'fC.) LUMBER S `STD CITED BERET-\', THE. REQUIRT MENTS OF THE MORE. STRINGENT iTEM SHALL WIRE AND WELDED WIRE REINFORCEMENT-, ASTM A884. DETAILING OF SHALL NOT BE )SED. 11. ALL CONNECTIONS USING; HIGH STRENGTH BOLTS SHALT. BE TESTED BY GOVERN. IZEINFORC'EMENT-, ASTM A615. DETAILING Of' REINFORCING STEEL SIIALL OWNERS TESTING LAB. CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. 5. NOTCHES iN THE TOP OR BOTTOM OF DIMENSIONED L AIBEIR JOISTS OR Project Number 20. ANY SUBSTITI TIONS OR ALTURNATES(DETAILS,MEMBERS,ETC.)MAY BE USED RAFTERS SHALT.NOT EXCEED ONE-SIXTH THE MEMBER DEPTH AMID SHALE.NOT 12. HIGH STRENGTH BOLTS OR WELD SHALL USED IN THE., FOLLOWING � 1F StJCH STJBSTITUTTON OR A�1.TERNATES ARE SUBMITTED TO THE ENGINEER 2. WELDED WIRE FABRIC SHALT, CONFORM TO ASTM SPECIFICATION A185 (7(),00() BE LOCATED IN THE R1T1)DLE THIRD OF THE SPAN. ENT) Nt7TCHF`5 SHAT_I. NOT L()CA"LIONS: CAN'1'ILEVERIID MEMBERS Er1C'II SIDE),MEMBERS NOTED h1.C.,AT 23013 FOR REVIEW AND ACCEPTANCE IS GRANTED;HOWEVER,THE ENGINEER SHALT, PSI MINIMUM) AND SIIALL BE SUPPLIED IN FLAT SHEETS. ALL WELDING WIRE EXCEED ONE-FOURTH THE MEMBER DEPTH. BORED HOLES SITIALL, NOT BE MEMBERS SUPPORTING MACHINERY OR OTHER MECHANICAL E UIPIbiENI', AT BF: THE SOIL JUDGE OF ACCEPTABILITY. IN ANY EVENT, THE CONTRACTOR FABRIC SHALL BE, LAPPED TWO (2) FULL MESH PANELS AT ENDS AND SIDES W7ITHIN T'WO INCHES OF THE TOT' AND BOTTOM OF THE MEMBF.IR AND THEIR ALL IIANGFIZ, I'(_)S'1', STRUT AND COLUMN CONNECTIONS, AT MEMBERS SHALI. BF RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATES AND AND TIED SECURELY,UNLESS OTHERWISE NOTED. DIAMETER SHALL NOT EXCEED ONE=THIRD THE MEMBER DE"PT'II, UNLESS FRAMING TO COLUMNS AND WITHIN Y-0"OF COLUMNS. StJBSTTTU`TIONS WIHC'Ii EIE PROPOSES. THE ENGINEER SHALL NOT BE (_)TTIERtVISE NOTED ON PLANS. RESPONSIBLE FOR ANY CHANGES'WITHOUT NOTIFICATION. 3. REINFORCING; ANI) WELDED WIRE MESH FOR SLAB ON GRADE: SHALI, BI' 13. WHERE A307 BOLTS ARE USED, THREADS SIIALI.. BE DISTORTED AFTER Description SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED INSTALLATION TO PREVENT NI TTS FROM BACKING OFF. STRUCTURAL NOTES 21. LARGER SCALL ll1;I'AtLS SHALL HAVE PRECEDENC.'E' OVER SMALLER SCALE FOR YATZTH BEARING AT A MAXIMUM OF 4'-0" ON CENTER IN EACH DIRECTION. DRAWINGS. 11' IS THE INTLNTION OF THE, DRAWINGS TO PROVIDE FOR A DEPTH OF SUPPORT' SHALL PROVIDE FOR 3/4" TOP COVER TO ItI;INEORC'ING, SHEATHING PANELS: 14. ALI, STEEL. IS TO BY ERECTED WITH NATURAI, CAMBER UNLESS OTHERWISE COMPLE:I'1.' J013 IN ALI, KESPIFCTS ANT) NO FAIRAS WILL BT: ALLOWED FOR T.TNLESS OTi ERW'ISE NOTED. NOTED;KEEP ENDS OF ALI.CANTILEVERS UP AS NOTED ON DRANN INGS. MAi"LRiALS ANIVOR I.ABO19 REQUIRED TO COMPLETE THE WORK, AS I. SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND 13()ARD ("(OSB"), SHALL INDICATED, 4. PROVIDE STANDARD 13AR CHAIRS AND SPACERS AT 5'-0" CENTERS MAXIMUM. CONFORM TO IT.S, PRODIiC"T STANDARD PS-I, AND B1:AIR TIIE APA 15. STRUCTURAL MFMBFRS TO 13t', PAINTED W1111 111F. FOLLOWING PRIMER; "10-99 Scale FOR AI.,I.,SLABS ABOVE GRADE. GRADE;"TRADEMARK OF THE AMERICAN PLYWOOD ASSOCI.ATHONI. ONLY T'N1 MFC PRIMER" MODIFIED ALKYD RUS F INiIIBIiTVI- PRIMER, TNFMF,C CO., PLYWOOD SI IALL 13I.'ISFD ON FLOORS. INC.OR APPROVED LOT TAT,.(DRY FILM 111ICKNESS 2.9 TO 3.5 MILS) AdElk C7 =004 ©2024 MADIGAN ARCHITECTS EAMadigan Architects Dropbo)e\Madigan Arch itects\01_Proj ects\25031_1460 Hillcrest Drive - Nicole Pappas\01_Models\25031_1460 Hillcrest Drive.rvt I I CONSTR. PLAN NOTES MARIA PAPPALARDO R30 BATT INSULATION PAPPAS 2 1 EXISTING SANITARY MAIN EXITS HOUSE IN THIS (ROCKWOOL COMFORTBATT) EXISTING SIDING TO REMAIN r, A-200 LOCATION. PROTECT SANITARY PIPE DURING LEVELS CONSTRUCTION. RESIDENCE - - 1 T 11 1/4"� LEVEL 01 ` 2"CLOSED CELL SPRAY FOAM _ — — — — — T. — ` INSULATION ) 17'-11 114 ;• (GREAT STUFF l`,i 1.• `'��l / i. TO SEAL RIM JOIST AND CONCRETE:ROUGH 2 THIS PARTITION IS TO RECIEVE A MINIMUM OF R13 v ,,.v AROUND HEADER 2' 71/2" BATT CAVITY INSULATION BETWEEN STUDS (ROCK 1460 Hillcrest Drive r EXISTING TERMITE SHEILD UNIT IDTH: WOOL COMFORTBATT) rlt, N Orie Y 11957 NEW HEADER OVER WINDOW. - SCHEDULED ACT CEILING 3 EXISTING LAL Y (2) 1-3/4"x9-1/4" LVL ' L COLUMN WITH REINFORCED PROVIDE R13 CAVITY BATT AZEK PLANK CLADDING AND AZEK PLANK CLADDING AND CONCRETE FOOTING BELOW TO REMAIN.. INSULATION BETWEEN FURRING WINDOW CASING (WHITE) — NEW PREFABRICATED STUDS (ROCKWOOL POLYCARBONATE WINDOW WINDOW CASING (WHITE) COMFORTBATT) _ WELL COVER 4 DASHED RED LINE INDICATES TO USE TYPE X MOLD Z OR PROVIDE R7.5 CONTINUOUS " "" (COMPATIBLE WITH ARCHITECT IRIGID OR SPRAY FOAM INSULATION 6 . ;r; r — ROCKWELL WINDOW WEL ) SURROUNDING Madigan Architects L RESISTANT GYP BOARD y - S - r`, DIRECTLY AGAINST CONCRETE "" "' - -' '` - —' -= - MECHANICAL ROOM IN WALL. 53610 Main Road FOUNDATION WALL(FOAMULAR) - - MAD -'>'. - ,., -- - `` z . : .z �;� ANDERS _ SE N i �, Southold NY 11 71 x = 9 CA M NT WI D --�' E �"� ......... .... .. ,� r`�'<�) ,C�"f< ( I __._._ >—;.,:_• r:.'�:7�:-.._.J-c,�-- " CX135 N _ , :,;� ��. : T +1 203 871-1939 WINDOW TREATMENTS BY OWNER in _ _ 3 ' `� '�;c' - - - 5 LINE INDICATES GYP. BOARD SOFFIT ( ) N PREFABRICATED > c� � '`r' ;cat s r ABOVE :,•.ter=',<; - NEW W�,�,J_,�l�%. ---- ..... M ` - T T ,. l � -I I INTERIOR WINDOW TRIM & EGRESS WINDOW WELL, -- �.: ,� I- ^'- JAMB RETURNS, SEE ' < (ROCKWELL ELITE 664460) --' :> STRUCTURAL ENGINEER BACK DAM . .... ��.. `��.:' !----- ___� ��'' � -�.�;z .. ,. ,._,�,.,,x �� Y� I-.. INTERIOR ELEVATIONS. _ _I •; ;TEMPER GLASS. �,, —I - 7 ALL FINISHED AREAS OF BASEMENT TO RECIEVE Dilandro Andrews Engineering (SEAL WITH SEALANT) ... . ti <_ _..._....— /E,D : Y; ;`:-}. o K� 4% a I- �y� Nm7_ / .i'::r ✓ �j' DiL7ndre f —� ' ADHERED VINYL FLOORING WITH THE EXCEPTION OF b w-. 8 Count Rd 39, Suite 10 y, TS EGRESS•` Y NEW WINDOW, SEE WINDOW ro EQUIREMENTS _ � BATHROOMS, WHICH RECIEVE TILE FLOORING. SEE Southampton NY 11968 SCHEDULE i . :.:.:'F > -, - •�u.', `>..: ;.; -- _......_._I �,; ? y7� t_}... - 3 259 3959 s . �� x INTERIOR ELEVATIONS FOR FINISH SPECIFICATIONS. (6 1) - INTERIOR WINDOW STOOL — SEE INTERIOR ELEVATIONS. � ,;..;,`'- �<,,'` �" _ GEOTEXTILE FABRIC ---- ji -- _. - .........._.. PREFABRICATED __. 8 ALL FOUNDATION WALLS ENCLOSING THE E —j I w: 2' 7112" r EGRESS WINDOW WELL, _ _ �' I L I , : NEW P PROVIDE R13 CAVITY BATT _-., z .. . } — 6 �.• ROUGH IDTH �' (ROCKWELL ELITE 6644 0) INSULATION BE FURRING -- - ;,< ' �_• CONDITIONED PORTION OF THE BASEMENT TO BE - —L...........I ,' `' INSULATED WITH R13 BATT CAVITY INSULATION OR STUDS(ROCKWOOL .., COMFORTBATT) :` <.; o ,; - '.- ;�' , �:_... -� _ r .., y.+ 'I '�..� C ;• �: — GRAVEL FILL NO FINES _ ---- -OR PROVIDE R7.5 CONTINUOUS rt` :N °. ", a_ `� �— ( ) I _` � o � ` I — CONTINUOUS INSULATION SEE SECTIONS FOR - L.. GRAVEL FILL( O FINE ) MORE INFO, `h v i `I�� 1 J _•' J - i C r `+/ w `\C I I � FRIGID OR SPRAY FOAM INSULATION `- I I N S I I I w DIRECTLY AGAINST CONCRETE >. , - rV _._. _i FOUNDATION WA F AM LAR ::`�: r' "•' � I� , � 'WINbOVV; �f R ,..v. + ,—' —__ —� i '„ee �K`11 •-•/ l }3-✓ _'°i��-.Y iC„XX ��_, �C X ix _ ''ems:d � ....,�— WALL( O u ) < . ..._; } — 9 LOCATION WHERE WATER MAIN ENTERS AIGIt': q0>=N�4�vITA PE 4.8T! —) ,.. ,.. ,k. EXISTING ,,.:. � ,;�. .�•--' ' _. .. _.. s>__,:. .:........._.... _ � �.;�; ..,-. _� �r:- K �,-�:.__, ,r} _,., .. ��_ y:.,.,. -,>. ; I.� -,- Issue Date& Issue Description By Check Ifdb�t�h�{:AS�IlrV4_< P (HENF3Y - -- -' ............ ._.....---- COMPRESSIBLE FOAM <.. '. .r - .:: :,. - �_ �,, r .._ :�. .._... .., ,.. �• . :, . n :' .�. :_,. __. �,�;,., ,-�;.�-�Y�� ,�_-�,,�� HOUSE - . oR7rF r✓X ©1�TrF SH B�1T>' �C 1 11109125 ISSUE FOR PERMIT GASKET BELOW BOTTOM %;' N.;.: ✓ �a r �; 4x _. 1, I.._ - - - (rr� j/ PLATE OF WALL STUDS. , — I , .k � � ��:,, 'i -f I S M S/�M �S S ,l�-< :�_� _C_, ) C.. C_•.�, i I E --- {,.K�', •�`..j � C_ C_7t.�)C.J :C.1 iC.J )C-' �, C".`i -- — �7_.� �_� ).�t t. 1._��-.c � ,_Jl��,_'_.. .J`._7,._./,.� j , :•'�. ; _ - •�. y, •_ -,�- -- - - — ✓--)tx o. '`. . ...�n_ r`-ar_.-'r r rti `>Cv_ o v,. � , - — 10 EGRESS WINDOW WELL, ..,. . '-:: :.,..,::..:: ..... .. ....... :, .,. . . .. f � =• � LEV 00 ---- I----- \ • - � ?: J`�� .,h ;,.� ,•� v• a �' �� LEVEL 00 - - - - EL I � --� i NEW PREFABRICATED - n, . ✓^ -- ✓ . . ; - `— i 'L..' 9 -01/2664460. .. . ....< .. 4, , __ I ROCKWELL ELITEE _ NAG - `i I `,.,.. •' .,F� ...-. .. .,......• .;-+-'.',.A�' ~ ih�-1�': - ^+,'Y,' i i ='y --- ' 11 SAW CUT OPENING IN CONCRETE FOUNDATION E WALL TO MAKE WAY FOR PROPOSE EGRESS WINDOW. SEE WALL SECTION AND WINDOW PLAN - DETAIL FOR MORE INFORMATION SECTION DETAIL - EGRESS WINDOW n W001A - WIINDOW ELEVATION 2 3/4" = 1'-0" 3/4" = 1'-011 12 PROPOSED (2) 2X10 DROPPED HEADER OVER PROPOSED WINDOW. 13 PROVIDE (2) VERTICAL#5 REBAR TO REINFORCE EACH SIDE OF NEWLY POURED FOUNDATION WALL - WINDOW JAMBS. SEE PLAN DETAIL FOR MORE - - INFORMATION. - — — 14 2 JACK STUDS& 1 KING STUD ON EITHER SIDE OF - PROPOSED EGRESS WINDOW. USE PRESSURE - _ _ TREATED WOOD FOR ALL FRAMING IN CONTACT _ WITH FOUNDATION WALL. � 9 15 BASEBOARD HEATER TO BE PLUMBED TO EXISTING C� Q BOILER, - - — — — — — — — — —I WATER WATER L — — — — — — — — — — — — _ 777 16 D 2x12 STAIR STRINGER ON BOTH SIDES _ FILTER FILTER CONCEALED i GARAGE SLAB ON OF STAIR GRADE ABOVE Y 20'-3 3/4" 8'-71/2" 21'-0 3/4" `= 17 MILLWORK DESK, DRAWERS, & SHELVING. 59-0" (WH - HEIGHT TO UNDERSIDE UNFINISHEED OF JOISTS: BAS OMENIT - k BOILER GENERAL NOTES Seal/Signature T-0" T-0" T-0" T-0" T-0" T-6" T-6" THE TOTAL Ile FINISHED FLOOR AREA OF THE BASEMENT RENOVATIONS 520 gED Aic�cy 3 3 D0016 g 3 3 D001A CO 4 3 N iPN MAQ 'y/��0 - - - - - - - - - - - - - I 77 _ 3'-O"x6l-811 15 _ - _ - _ - - - R. :.. ,' ram' _ , - - - - - - - - - - - - - - -SOMWO-oD - - - - - - - - - - - - - �`,: — — — -— — — — — — 31/4" S LID WOOD 1'-0" N " �, OR WITIf - OR WITH 5 13 RISERS @ 8" o OSER . TV EGRESS CLOSER 12 TREADS 11 s ANNOTATION LEGEND : co 11/2" 2'-0" @ �, WINDOW �. 040159 (�� 12 11 10 9 8 7 6 3 2 , 10'-31/4" WELL STORAGE UNDER S AIR 14 21 FOF NE`N� I EXISTING CONSTRUCTION TO REMAIN Project Name 11' 3 3/4" 8' 3 31 " = 14'-2" _-16 31/2" _ M PAPPAS RESIDENCE �_`-...�__...-�._.-r-� ..__.._....._..�� \ NEW PARTITION 001 A-tooix NEW STRUCTURAL CONCRETE WALL 2 # N ACT CEILING REC ROOM I 31 „ o Project Number HEIGHT: T-8-1/4" 001 _ _ NEW WALL FINISH - . 23013 MILLWORK 12'-41/2" 10' 11 1/2" ;' 14' -�:1/2" M �.. — _ v ' 0 17 _......... t .... — LINE OF MILLWORK ABOVE Description OIL w'- ' - a .-............._........_............ .....-......_...................._......_...... ni ,% p TANK ' 9 5/16" CONSTRUCTION PLAN -LEVEL 00 Ns lie_ [X4X] PARTITION TYPE TAG N q (REF. PARTITION TYPES) — — — — — — — — — — NJ DESK- N DESK ,F j . — — — — — — — 1 XX)CX)(X DOOR NUMBER TAG Scale 15 15 (REF. DOOR SCHEDULE) As indicated XXX WINDOW NUMBER TAG Ref. North (REF. WINDOW SCHEDULE) n CONSTRUCTION PLAN - LEVEL 00) 1/4" = 1'-0" 0 0 ©2024 MADIGAN ARCHITECTS EAMadigan Architects Dropbox`\Madigan Arch itects\O1_Projects\25031_1460 Hillcrest Drive - Nicole Pappas\01_Models\25031_1460 Hillcrest Drive.rvt CONSTR. PLAN NOTES MARIA PAPPALARDO R30 BATT INSULATION PAPPAS 2 1 EXISTING SANITARY MAIN EXITS HOUSE IN THIS (ROCKWOOL COMFORTBATT) A-too LOCATION. PROTECT SANITARY PIPE DURING o EXISTING SIDING TO REMAIN _LEVEL 01 CONSTRUCTION. 1T-11114° LEVEL 01 RESIDENCE 2"CLOSED CELL SPRAY FOAM f,1 .,>> ; ?; `;/�• , t' INSULATION (GREAT STUFF) CONCRET ROUGH 2 THIS PARTITION IS TO RECIEVE A MINIMUM OF R13 ti/ �•J TO SEAL RIM JOIST AND AROUND HEADER 2'_71/2" BATT CAVITY INSULATION BETWEEN STUDS (ROCK 1460 Hillcrest Drive \ EXISTING TERMITE SHEILD UNIT IDTH " - WOOL COMFORTBATT) N X '. ,� Orient, NY 11957 r. NEW HEADER OVER WINDOW. — SCHEDULED ACT CEILING (2) 1-3/4"x9-1/4" LVL - 3 EXISTING LALLY COLUMN WITH REINFORCED PROVIDE R13 CAVITY BATT AZEK PLANK CLADDING AND NAZEK PLANK INSULATION BETWEEN FURRING WINDOW CASING (WHITE) NEW PREFABRICATED WINDOW CASING CLADDING IN AND CONCRETE FOOTING BELOW TO REMAIN.. STUDS (ROCKWOOL POLYCARBONATE WINDOW z 4 OR PROVIDE R7.5 CONTINUOUS (COMPATIBLE WITH DASHED RED LINE INDICATES TO USE TYPE X MOLD ARCHITECT COMFORTBATT) WELL COVER - ROCKWELL WINDOW WELL) <; RESISTANT GYP BOARD SURROUNDING F21GID OR SPRAY FOAM INSULATION _.. , r; -q � i � Madigan Architects DIRECTLY AGAINST CONCRETE53610 I ! MECHANICAL ROOM IN WALL. FOUNDATION WALL FOAMULAR - Main Road ( ) ,,..;>°';:,Y�.�,-`� ::,: ��,; - �,r��4 M/�D Architects _.z• Np Southold NY 11971 • ANDERS , - •r< _. _. �._ „,3 w ,,:,r;:_ ,:4� .,�; _ 1 ( 0 ) 871 1939 .,� ;, C MENT WI )WINDOW TREATMENTS BY OWNER _ �, M , 5 DASHED LINE INDICATES GYP. BOARD SOFFIT -- r„ r _...._. —. r�i � � "`.•t'� y. '`S�,l;; ;�•�)c•_ }_=.',.->_ ABOVE. r CX135 NEW PREFABRICATED ,. , .., ;_ EGRESS WINDOW WELL, INTERIOR WINDOW TRIM & _ `'_. -- "-•, ;.� I I-- JAMB RETURNS, SEE - _, u _:::: :::` (ROCKWELL ELITE 664460) STRUCTU AL -...._. BACK DAM -i TEMPER GLASS , ,. `� D land 0 ARdrevvsNEngineering INFER INTERIOR ELEVATIONS. : j-' >"-` _ i - 7 ALL FINISHED AREAS OF BASEMENT TO RECIEVE (SEAL WITH SEA-ANT) ,`c( . . .— �.:Y '; f' �7 ; ..,,._ .. :._ y ..:;ti o .- WETS EGRESS r =: �-�:'; `, i -_! `a � = „ r 8 County Rd 39, Suite 10 . _ � .- _ — ; ADHERED VINYL FLOORING WITH THE EXCEPTION OF -�,. �,,,,rn, .; NEW WINDOW, SEE WINDOW ' r '' '`` ` ' ,,. — - - ib -_-1 I _.. I " x " h r I:-_ Southampton NY 11968 ?, rp i .M1 ram. EQUIREMENTS �:..,.N,: ,; SCHEDULE t: �:- �.;x -- BATHROOMS WHICH RECIEVE TILE FLOORING. SEE p ............ I INTERIOR ELEVATIONS FOR FINISH SPECIFICATIONS. ( 3 ) 259-3959 s, < _ — (�I •<'';`'� "`}r `1 r'°•)!'r , INTERIOR WINDOW STOOL, ,- - x. i< SEE INTERIOR ELEVATIONS. � �`�• •_ I -�•' . .. •r�•<-- , -- _i GEOTEXTILE FABRIC l 6 9 8 ALL FOUNDATION>f :` ........... WALLS ENCLOSING THE 2' 7112" , . ,r; EGRESS WINDOW WEDLL - VI CAVITY BATT -..PROVIDE R13 CA B -} CONDITIONED a - -- - „ 3 r I II -K ROUGH WIDTH i I! (ROCKWELL ELITE 664460) PORTION OF THE BASEMENT TO BE INSULATION BETWEEN FURRING r= . • --. t� -, �,t : ' '• — ' t .. -6 ';`' — >w. . -: � � '�- •�.�:� _ v I---- INSULATED WITH R13 BATT CAVITY INSULATION OR - ` r✓ .y STUDS ROCKWOOLcl �- r `- - � COMFORTBATT := j1_.: - ( ,-.�'. . " CONTINUOUS INSULATION SEE SECTIONS FOR r- ^'s3. ? , --I GRAVEL FILL(NO FINES) — — = o _ _....... 1t7 ->-> — OR PROVIDE R7.5 CONTINUOUS -- — -- ¢. -- - - MORE INFO " .I r-, GRAVEL FIL O FINE ; , RIGID OR SPRAY FOAM INSULATION >,;f`✓� }` c�,i '- "- —.............— .......... DIRECTLY AGAINST CONCRETE I I � L I FOUNDATION WALL(FOAMULAR) �-F ...::'.:,.:>.•.... ......: ,. .r�� r — — 9 EXISTING WHERE WATER MAIN ENTERS� �'�•".},c"_. , _ �, y - -<,-,' _...._ - ��;. , ;, �:�- -- - ,�, — Issue Date& Issue Description�. � k� 'y r' k:x..kti. ' y -i p I i�b s r p Y;> ............ HOUSE. i �.. .a ! A f��.7 A 1'l R ....... i ..... ` A 4'C�S ¢.. ,xj,.._ `n �"ti>�..'.`'._ "4„ ?.Jfi,.." ,/,.� -• y. ,..,, s.:� i COMPRESSIBLE FOAM ,.�.. , ,-:; ._. ,�, � ,,: ,� - :.: _ �>° pr a' =zt —i B Check - _. �.,_,: 0 F[. (4 �' =-s ,. • ::, ' .;, ,3 ' - , : a X 1 11109125 ISSUE FOR PERMIT SQM SQM GASKET BELOW BOTTOM ; X .;..: . : �:.-. c..,, ;_/,fl ..f• _ `...:.. .f- �1 �. 1 j .k..e 4.,d-, 1.,.::. „1.:.d" 1�T"mob:', _w. ...-A!. , .r' 1.:ft- ��....r. .✓ � ; PLATE OF WALL STUDS. •.,.••...,.:. ,..,�.� M.,�:,-�>, ... �,._. ,�.r ;,.. :�<. M.� ,..T Zr.;,s. �o•,- - - �c. yc' }� . . l�"• ,r �� ': ! I LEVEL00 — ___' i `�r;:=..` ,-;;:-:>,,'. ,t_... ,f_. ,. ,.1�.: �a �. , , --, _ --....--- 10 R T = . F� r:,. x - ; _. ,,. a _ _._.: I - NEW PREFABRICATED EGRESS WINDOW WELL I 01/2' M 1'� Win. r_ i ,d _a , .. �_ _ i .,� 0112 '€HER � ..�. .: R '..� �' .....I . ROCKWELL ELITE 664460 v.. ,•. FORA"r -- - - -- .. ,• ...r.:.�.....,,: . - -' - ,I`R ... AINAGE — --�� ---_;- - ---- i ; §.., i 11 SAW CUT OPENING IN CONCRETE FOUNDATION :-'_........ ....� ;;...._�..._�— !..._!..._L----'.._.�......_- -. L_.....— ......�...._�.--.!......._i_-- .........._._ - . ._L._.!..- -....._.._... , -_.__._._!..--i._.._.... WALL TO MAKE WAY FOR PROPOSE EGRESS I.............. I !. .. ..I i I I..........._; i I.................� I i................_III...................III..................) I I...................I i I.........._......I I I._.... .. I I WINDOW. SEE WALL SECTION AND WINDOW PLAN DETAIL FOR MORE INFORMATION - SECTION DETAIL - EGRESS WINDOW n W001A - WINDOW ELEVATION - 2 3/4'1 = 1'-011 3/4" = 1'-0 12 PROPOSED(2) 2X10 DROPPED HEADER OVER PROPOSED WINDOW. - 13 PROVIDE (2) VERTICAL#5 REBAR TO REINFORCE - EACH SIDE:OF NEWLY POURED FOUNDATION WALL - _ WINDOW JAMBS. SEE PLAN DETAIL FOR MORE - - - - ' — — — INFORMATION..A; - - - 14 (2) JACK STUDS& (1) KING STUD ON EITHER SIDE OF - ` I PROPOSED EGRESS WINDOW, USE PRESSURE _ TREATED WOOD FOR ALL FRAMING IN CONTACT WITH FOUNDATION WALL. - � ` I 9 15 BASEBOARD HEATER TO BE PLUMBED TO EXISTING BOILER, L— — — — — — — — — — WATER WATERF777 ILTER FILTE 16 CONCEALED 2 12 STAIR STRINGER ON BOTH SIDES GARAGE SLAB ON OF STAIR GRADE ABOVE 20'-3 3/4" 8'-71/2" 21'-0 3/4" _ 17 MILLWORK DESK, DRAWERS, & SHELVING. 50'-0" (WH) — HEIGHT TO UNDERSIDE UNFINISHED OF JOISTS: BAS OMENIT - f f M BOILER GENERAL NOTES Seal/Signature T-0" T-0" T-0" T-0" T-0" T-T T.6" THE TOTAL i RENOVATION S 520D FLOOR AREA OF THE BASEMENT .�ERE�ARC ti 5 ' CO �- — — — — — — — — — — — — � 3 13 i D001B 3 I 3 I � 3 i D001A ` MAp _ - - - A . N _ . - - - - - - 31r4° S LID WOOD SGLOR WITH - - 7 - - - N „�' (OJT) �,NNOTATION LEGEND s 1' 0" N 5 �, OR WITH 13 RISERS @ 8" _ OSER $ EGRESS CLOSER 12 TREADS 11 J, 11r2° 2'-0° @ C, WINDOW pop �- 10'-31/4" 9�` 159 d 10 9 6 7 6 5 3 2 1 ' � -, --- --- _---- _-- ---- ----- - ° WELL STORAGE UNDER S AIR 4 21 NE 11'-33/4" 14'-2" EXISTING CONSTRUCTION TO REMAIN Project Name PAPPAS RESIDENCE 4 . 16 7ZD NEW PARTITION NEW STRUCTURAL CONCRETE WALL S) N /�2 M —,~ i ( � Z 2 ACT CEILING REC ROOM 31 ,I o Project Number HEIGHT: 7'-$-1/4°' 001 Y �i NEW WALL FINISH f - - _- --- - _. 23013 --- - -- !\;� MILLWORK ._.. 13 12'-4112" 10'-11 1/2" -......: /2 0 17 - ---- --- - --' - LINE OF MILLWORK ABOVE - <, OIL y - r• _ r................._....__..............._......._ ti �' �� Description TANK CONSTRUCTION PLAN - LEVEL 00 [X4 X] PARTITION TYPE TAG (REF. PARTITION ) N (R TYPES — — — — — —. — --- — — — DESK.' DESK;1 — — — — — — — — 1 0 DOOR NUMBER TAG Scale 15 15 (REF. DOOR SCHEDULE) As indicated XXX WINDOW NUMBER TAG Ref. North (REF. WINDOW SCHEDULE) i) 2 Oft 0 n CONSTRUCTION PLAN - LEVEL 00) ©2024 MADIGAN ARCHITECTS EAMadigan Architects Dropbox`,\Madigan Arch itects\O1_Projects\25031_1460 Hillcrest Drive - Nicole Pappas\01_Models\25031_1460 Hillcrest Drive.rvt