Loading...
HomeMy WebLinkAbout52025-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 52025 Date: 06/23/2025 Permission is hereby granted to: Pavone DJ Rev Trt 2290 Harbor Ln Cutchogue, NY 11935 To: construct alterations to existing single-family dwelling as applied for. Premises Located at: 2290 Harbor Ln, Cutchogue, NY 11935 SCTM# 103.-1-28 Pursuant to application dated 05/19/2025 and approved by the Building Inspector. To expire on 06/23/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $358.00 -RESIDENTIAL $100.00 F Total $458.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 ,y �� � •, Telephone 631 765-1802 Fax 631 765-9502 https.//),vwwuotitoldiowrtn:fi. Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only -e ~ , I 4t ,. PERMIT NO. 5B�5— Building Inspector'., Applications and forms must be filled out in their entirety. Incomplete nt applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Na me:DOUGLAS J PAVONE REVOCABLE TRUST/MAUREEN K PAVONE REVOCABLE TRUST SCTM# 1000-103.00-01 .00-028.000 Project Address:2290 HARBOR LANE, CUTCHOGUE, NY 11935 Phone#:(516)659-6975 Email:DJP1949@HOTMAIL.COM Mailing Address:2290 HARBOR LANE, CUTCHOGUE, NY 11935 CONTACT PERSON: Name:JAKE KOHLER - TOC ARCHITECTS Mailing Address: 1200 VETERANS MEMORIAL HWY, SUITE 120, HAUPPAUGE, NY 11788 Phone#:(631)650-6666 Email:permits@tocarchitects.com DESIGN PROFESSIONAL INFORMATION: Name:TODD O'CONNELL - TOC ARCHITECTS Mailing Address: 1200 VETERANS MEMORIAL HWY, SUITE 120, HAUPPAUGE, NY 11788 Phone#:(631)650-6666 Email:permits@tocarchitects.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $50,000 Will the lot be re-graded? ❑Yes 5RNo Will excess fill be removed from premises? ❑Yes ®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 R-40 this property? ❑Yes @No IF YES, PROVIDE A COPY. @ 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 n e, :�D O'CONN ELL @Authorized Agent ❑Owner Signature of Applic Date: J l 10/Z5 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK TOD D O'CON N ELL being duly sworn,deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (S)he is the AGENT/DESIGN PROFESSIONAL (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 0 dav of ,20 2- l— Notary Pub " E E1 1JDEZ NOTAl~'I PUBLIC,�OF NEW YORK MM �!* (Where the applicant is not the ownePROPERTY.p -I. r) Cc�mmF ires!gust 14th,2027 �1 ����D '1 &\"Lo�C� residing at 2290 HARBOR LANE CUTCHOGUE, NY 11935 TODD O'CONNELL do hereby authorize to apply on my beh Nft he T n f Southold Building Department for approval as described herein. r © 2L ` 0 Signature ate (o C' nt Owner's Name 2 TODD O'CONNELL ARCHITECT P.C. N 0705 � '50 ' ' TODD O'CONNELL, AIA 1200 Veterans Memorial Highway — — — — — — — — — Suite 120 Hauppauge,NY 11788 RENO \/ AT ONI I P(631) 650-6666 F(631) 650-6667 SHED C(516) 658-0325 EX I ST NO E N s o . F T I I Q O ,°,, a 11 cli ill PROi�OS D *t �- - KITCHEN RENOVATION CAE r _ N 20.00' 8� R� I z # 24' 25' ZONINO INFORMATION o TONN OF SOUTHOLD I I z 5ECT1 ON: 105 BLOCK: I LOT(5): 28 ZONE: R-40 REQU I RED EX 15T I NC PROP05ED m I I inzv�zv��F� m LOT AREA 40,000 50.FT. 14,000 50.FT. NO CHANOE iD o m w LOT WIDTH 150 FT. 100 FT. NO CHANOE 2 STORY' FRAME RES . oz to v ° wo . w0 ��a I"gomL � O LOT DEPTH 175 FT. 140 FT. NO CHANOE - ,W x D v �- No . 22� 0 o I QP-4W:WZ4v FRONT YARD 55 FT. 55 FT. NO CHANGE 0 <G 2�6"N T o 9 L'nu jp REAR YARD 55 FT. 42.55 FT. NO CHANOE o a SIDE YARD (MIN) 15 FT. I':;[ FT. NO CHANCE um" QZK Z Y O Z;� �, WNQ 51 DE YARD (AOO) 25 FT. 5ci FT. NO CHANOE I COVERED PORCH I °' D I NO HEIGHT 55 FT. N/A NO CHANOE N W U BUIL _���o����oo � LOT COVERAOE 20 % 22.46 % NO CHANOE _ OROSS FLOOR AREA .<R 2,600 BQ.FT. 4,021 SQ.FT. NO CHANOE ry N o o° o 24'ZONINO GALGULAT 1 ONS -MAI O o z w ZONE: R-40 LOT COV. C.F.A. y- LOT AREA 14,000 50.FT. 14,000 50.FT. � o tu � o 15T FLOOR 2,80 I 2,80 I I } Q o 0 2ND FLOOR - 1,220 � � � � .� � I v z COVERED PORCH 2�6 - o 0 SHED 48 - I I o TOTAL 5,145 50.FT. 4,021 50.FT. o I II I > r TOTAL 22.46 % 28.-72 % 111 Vill T I A\/E z OJU < OWM zzm O tu <w v0 }- PLOT PLAN z o O Z , SC w � ALE: I" = 10'-O" CLIMATIC AND C-�E00RAPHIC DE51ON CRITERIA TABLE R501.20) WIND DE51ON SUBJECT TO DAMAGE FROM ++—+ GROUND 5PEED d TOPOG SPECIAL WIND SEI5MIG `l l: SNOW (MPH) RAPHIC WIND BORN DE51ON WEATHERIN5 FRO5T LINE TERMITE I� WINTER ICE FLOOD AIR MEAN O O V LOAD EFFECTS REGION I DEBRIS CATEGORY a DEPTH p DE515N BARRIER HAZARDS o FREEZING ANNUAL k ZONE m f TEMP a REQUIRED h INDEX 1 TEMP J O > j BOF 5 FT MOD TO FEMA TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE FOLLOWING: l 1 L30 150vult NO NO FI RILE � 5EVERE BF6 HEAVY J� Y 5 FLOOD 1500 OR 55.4 V MAP LE55 2020 RESIDENTIAL CODE OF NEW YORK STATE PUBLICATION NOVEMBER 20161 n COAST IFANFL# I I Il� MANUEL J DE51ON CRITERIA n DRANI N � EDUI� E 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTERS 12-25 FOR MECHANICAL SYSTEMS (� C SG o WINTER 5UMMER ALTITUDE CORRECTION INDOOR DESIGN DE51&N TEMPERATURE HIGH TEMPERATURE 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTERS 24 FOR FUEL $ GAS SYSTEMS ELEVATION LATITUDE HEATING COOLING FACTOR TEMPERATURE COOLING DIFFERENCE 0 f� A,I PLOT PLAN, ZONING 4 NOTES 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTERS 25-53 FOR PLUMBING SYSTEMS u, w ------ ------ ------ ------ ------ ------ ------ ------ A.2 FOUNDATION PLAN i O O � 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTERS 34-42 FOR ELECTRICAL SYSTEMS COOLING WIND WIND COINCIDENT DAILY RANEE WINTER HUMIDITY SUMMER HUMIDITY A,3 FIRST FLOOR PLAN TEMPERATURE VELOCITY VELOCITY NET BULB 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE AS ADOPTED WITH THE 2018 IE00 < 0 DIFFERENCE HEATING COOLING A.4 DETAILS 4 PLUMBING RISER DIAGRAMS w-- A.5 NOTES THE PROJECT COMPLIANCE METHOD CHOSEN IS TOTAL UA-ALTERNATIVE AND A RESCHECK HAS BEEN SUBMITTED WITH THESE DRAW 3 INGS ] X O p o WALL KEY CONDITIONS DRAWN AND NOTED AS EXISTING " .. ARE TO BE CONFIRMED AT START OF EXISTING TO BE REMOVED CONSTRUCTION.ARCHITECT 15 TO BE NOTIFIED q IMMEDIATELY OF ANY DISCREPANGIE5 m, ". EXISTING TO REMAIN ,ARCHITEGTS ALL ASSUMED EXISTING STRUCTURE SHALL f AODD O EONNP C. ' NEW WOOD FRAME! CONSTRUCTION BE VERIFIED IN FIELD. ALL Y. DISCREPANCIES SHOULD BE BROUGHT TO NEW CONCRETE FOUNDATION THE ARCHITECTS ATTENTION IMMEDIATELY z.;>;;.;,,t.• TODD O'CONNELL, AIA ® 4x4 POST UNLESS OTHERWISE NOTED 1200 Veterans Memorial Highway UPGRADE EX15TINCY CONDITIONS TO MATCH Suite 120 ® FAN TO EXTERIOR CONDITIONS INDICATED ON PLANS. Haup pauge,NY 11788 P(631)650-6666 *Q HARD WIRED SMOKE DETECTOR W/ BATTERY BACK-UP ALL EXISTING PLUMBING,ELECTRICAL, F(631) 650-6667 MECHANICAL,ETC.THAT INTERFERES WITH NEW WORK TO BE REROUTED,MODIFIED, C(516)658-0325 a HARD WIRED CARBON MONOXIDE DETECTOR W/ BATTERY BACK-UP REMOVED,ETC. AS REQUIRED TO MIN 12" A.F.F. AS PER 2020 RESIDENTIAL CODE OF NY5 ESTABLISH PROPER WORKING CONDITION jrr�rr ;;rrefr(ifa:rCi"�,r�r i *VERIFY ALL CONDITIONS IN FIELD I A•Il fi �Jr-0+�.r3 r3311��.1 r.��ll) - - - - - - - - - - - - - - - �IE DENOTES EGR=55 WINDOW r COORDINATE ALL FINISH MATERIALS NOTE TO INDICATE. VERIFICATION IN FIELD - EXI5TINOMEW WITH CLIENT PRIOR TO CONSTRUCTION CONSTRUCTION IN 'FIELD THAT THE ARCHITECT OF RECORD (FLOOR, CEILING, WALLS, ETGJ AND/OR CONTRACTOR MUST VERIFY. REPORT ANY V.I.F. DIFFERENCES IN FIELD MATERIAL FROM THE OUTLINED ' PLANS. ARCHITECT OF RECORD OR OTHER ENGINEERS AND SECTION AJI04 N v LICENSED PROFE5510NAL5 TO FIELD INSPECT AND VERIFY I I I i I I I I V ANY ITEMS REQUIRED FOR GERTIFIGATION LETTERS AT ENERGY EFFICIENCY ALTERATIONS, H Q 0 OWNER EXPENSE TO BE SUBMITTED AFTER PERMIT 155UED RENOVATIONS, REPAIRS TO AND PRIOR TO CERTIFICATE OF OCCUPANCY ROOF/GEILIN6, WALL OR FLOOR EXISTING FLUSH BEAM N.I.FUCAVITIES V4HICH ARE INSULATED FULL DEPTH WITH HAVING A MINIMAL NOMINAL VALUE OF R-5.0/INCH. Z PROVIDE ELECTRICITY TO ALL o OIL APPLIANCES AS REQUIRED BY THE MANUFACTURER'S WRITTEN cZ STAIRS 4 GUARD NOTE: SPECIFICATIONS a r (TO COMPLY WITH 2O20 R.G. OF NYS R3118 R312) -STAIRWAYS SHALL MOT BE LESS THAN 56" IN CLEAR SMOKE DETECTORS TO BE PROVIDED NOTE. DOUBLE FLOOR JOISTS BELOW Z # WIDTH ABOVE THE PERMITTED HANDRAIL HEIGHT AND IN ALL BEDROOMS AS PER GODS. NEW KITC4EN ISLAND t COUNTERS � �o Q � BELOW THE REQUIRED HEADROOM HEIGHT N OIL -MINIMUM HEADROOM HEIGHT TO BE 6-8" LEVEL FLOORS 8 CEILINC75 AS S ; -MAX RISER SHALL NOT EXCEED 5Y4" REQUIRED 0 -MIN TREAD SHALL NOT BE LE55 THAN a -STAIR PROFILE: N051N65 SHALL NOT BE LESS THAN s/4" TYPICAL INTERIOR WALL u EXISTING FLUSH BEAM N.I.Fj v Z NOR MORE THAN (Y4 CONSTRUCTION: 0 _ _ 9—_ -0 _ _ 1- -HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE 2x4 WALL STUD 0 16" O.G. d 1/2" M a SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS. GYPSUM BOARD. PROVIDE 1/2" o TOP OF HANDRAIL 51HALL NOT 8E LESS THAN 34" AND MOISTURE RESISTANT GYP. BD. OR ALIGN POINT LOADS FROM ABOVE WITH u�w ► U O CEMENT BO. ON NET ROOM SIDE OF - - _ __ I EXISTING 315'O STEEL COLUMNS N.I.FJ u' / O_�F Two-!o-! f u NOT MORE THAN 38". ALL REQUIRED HANDRAILS SHALL W STUD WHEN APPLICABLE I � u L P M o -, BE CONTINUOUS TO THE FULL LENGTH OF THE STAIRS z o o_j-� < o FROM DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO STAIR! UP I I I I a ov F F Q U Q o ' A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE TYPICAL EXTERIOR WALL I I I I F i ro fa FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE GONSTRUGTION: I I p BOILER / N U o W IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS 2x4 WOOD STUDS 0 16" D.G. W/ R-15 - —_ _­4 N v ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT HD UN-FACED BATT INSULATION, 1/2" 4 �0z° �o w 0 } �z m�- Q o LESS THAN IV' BETWE'_EN THE WALL AND THE HANDRAIL. INTERIOR GYP. BD. (SEE ` Q S SPECIFICATION AND NOTES), 1/2° HANDRAILS SHALL NOT PROJECT MORE THAN 4)'2 ON I I - EITHER 51DE OF THE STAIRWAY. Q EXTERIOR PLYWOOD SHEATHING, AIR HWH -6UARD5/RAILIN6S ARE REQUIRED FOR ANY SURFACE INFILTRATION BARRIER AND SIDING o 50" ABOVE FLOOR OR GRADE. AS SHOWN ON ELEVATIONS - ' ► -6 BOARD. PROVIDE 1/2/2"UARD5/RAILIN6S 5HALL NOT HAVE A GAP OF APPROVED AR REVIEW Q o o v R1 T IGID LL p F o? PASSAGE OF MORE THAN 4" INSULATION BOARD BEHIND SIDING a � Sn 0 -—O-y -0—�_ _-�6---�_ EXISTI�—Ne --E)- _—6—_ _Cam—_BEAM(V.I.Fj in ILzq m U �v ooQ �Voz [Q �° GENERAL NOTES ?To kn - o o I. ALL HABITABLE AND CORRIDORS SHALL BE SUPPLIED WITH FIRE/SMOKE AND oQ= Q CARBON MONOXIDE DETECTORS WITH BATTERY BACKUP AS PER NFPA -72 AND 2020 NEW m o n 00 p YORK STATE BUILDING CODE SEC. R514 AND R315. EXISTING DWELLING UNDERGOING REPAIRALTERATION, AND/OR ADDITION SHALL BE PROVIDE WITH SMOKE ALARMS AS PER n o N$ APPENDIX J. CARBON MONOXIDE ALARMS TO BE IN ACCORDANCE WITH SECTION QI5 OF THE Z 2020 NEW YORK STATE FIRE CODE ( CARBON MONOXIDE ALARM TO BE PROVIDE ON EACH FLOOR WITHIN 15 FEET OF 5LEEPING AREA, ANYWHERE CONTAINS CARBON MONOXIDE SOURCE) 2. ALL ELECTRIC WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE N.E.G. 3. ALL CONDITIONS AND DIMENS'ONS TO BE VERIFIED IN FIELD BY THE GENERAL CONTRACTOR AND REPORT ANY DISGREPANG ►+vAC IES TO ARCHITECT PRIOR TO START OR a w� CONTINUATION OF WORK v 4. NO GALV. NAILS OR CONNECTORS IN AGG. LUMBER ARE PERMITTED. ALL CONNECTORS 0 AND FASTENERS FOR AGG LUMBER MUST BE STAINLESS STEEL OR HOT DIPPED GALVANIZED ( O G-185. I v 5. AS PER N.Y.S. GODS SEC. R510 EACH HABITABLE ROOM SHALL HAVE AT LEAST ONE OPERABLE WINDOW FOR EMERGENCY EGRESS WITH A MINIMUM CLEAR OPENING OF 5.7 5Q. FT. (GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM CLEAR OPENING OF 5.0 5G. FT). THE MIN. I Z O HT. OF OPENINGS TO BE 24" AND MINIMUM WIDTH TO BE 20" AND THE BOTTOM OF OPENINGS I v z NO HIGHER THAN 3'-8" A.F.F. 6. ALL WOOD POSTS SHALL BE BUILT UP WITH (2) 2X4'S NAILED TOGETHER W/ IOd NAILS 0 8" O.G. UNLESS OTHERWISE NOTED 7. ALL NEW DOOR t WINDOW HEADS TO BE MOUNTED TO MATCH EX. ON FIRST FLOOR (6'-8" I— — — — — — — — — —) V.I.F) AND NEW SECOND FLOOR AT 6-8" - UNLESS OTHERWISE NOTED L- — — — — — — — — —I > 8. ALL NET/ TILE AREAS IN BATHROOM/KITCHEN SHALL RECEIVE)/:2" CEMENT BD. AND ALL OTHER AREAS IN BATHROOM/LAUNDRY/KITCHEN SHALL RECEIVE Y " MOISTURE RESISTANT GYP. ExIsrING Clow-SLAB . BD. Z ci. ALL FRAMING SHALL COMPLY WITH THE 2015 WOOD FRAME CONSTRUCTION MANUAL. O JU 10. ALL EXTERIOR PORCH/DECK/ STAIR FRAMING TO BE AGG2 LUMBER-U.O.N. ~ U) } � z m II. ALL ELEGTRIG TO REMAIN AND MODIFIED TO ACCOMMODATE NEW CONSTRUCTION. FINAL ELECTRIC TO BE DETERMINE IN THE FIELD 12. ALL ANCHORS, 5TRAPPING AND CONNECTORS AND HARDWARE TO BE 5IMP50N STRONG lu TIE OR AN APPROVED MANUFACTURE AND TO BE INSTALLED AS PER MANUFACTURE WRITTEN f1 Z INSTRUCTIONS- UNLE:55 OTHERWISE NOTED zV - w � �l.l..l 15. ALL ENO I NEERE_D LUMBER TO BE GLADDED AND SEAL AS REOU I RED TO PROTECT AGAIN5T THE WEATHER ENVIRONMENT v 14. ALL INTERIOR DOORS SHALL RECEIVE (2) 2X8 HEADERS - UNLESS OTHERWISE NOTED- LU 3: O PACK OUT HEADERS TO FIT IN WALL AS REGUIRED 15. ALL NEW WINDOWS AND EXTERIOR DOORS IN NEW ADDITIONS SHALL RECEIVE (2) 2X10 JU O O V HEADERS-UNLESS OTHERWISE NOTED ,, \\ 16. ALL NEW WINDOWS AND DOORS ARE TO BE ANDERSEN 400 SERIES - WHITE FRAME- Q- "nn N V TRIPLE PANE- LOW--E- WITH GRILLES- COORDINATE WITH OWNER- MODEL NUMBERS AREOUNL7l-�TIO1� �LI� O DESIGNATED ON PLAN- INSTALL ACCORDING TO MANUFACTURE SPECIFICATIONS 17. WHERE RAFTERS AND JOISTS FRAME INTO OTHER WOOD BEAMS, PROVIDE 12 GAGE 50ALE: 1/4" = 1'-0" p GALVANIZED STEEL JOIST HANGERS AND STRAPS AND WHERE WOOD BEAMS FRAME INTO OTHER WOOD BEAMS, PROVIDE 7 GAGE GALVANIZED STEEL SADDLE TYPE HANGER BOLTED In THROUGH BEAMS- ALL HANGERS, STRAPS, ANCHORS, ETC. SHALL BE MANUFACTURED BYCl � w SIMPSON STRONG TIE. ry N z 0. ALL ENGINEERED LAMINATED WOOD BEAMS SHALL BE MANUFACTURED BY z GEORGIA-PACIFIC AND SHALL BE INSTALLED AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS w AND SPECIFICATIONS OR APPROVED EQUAL. Q Q O p WALL KEY CONDITIONS DRAWN AND NOTED AS EXISTING ARE TO BE CONFIRMED AT START OF EXISTING TO BE REMOVED CONSTRUCTION.ARCHITECT IS TO BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES EXISTING TO REMAIN :ARCHIT'FCTS,- ALL ASSUMED EXISTING STRUCTURE SHALL r ODCH D O EONNP LC. NEW WOOD FRAME: CONSTRUCTION BE VERIFIED IN FIELD. ALL DISCREPANCIES SHOULD BE BROUGHT TO C NEW CONCRETE FOUNDATION THE ARCHITECTS ATTENTION IMMEDIATELY TODD O'CONNELL, AIA ® 4x4 POST UNLESS OTHERWISE NOTED 1200 Veterans Memorial Highway UPGRADE EXISTING CONDITIONS TO MATCH Suite 120 ® CONDITIONS INDICATED ON PLANS. FAN TO EXTERIOR Hauppauge,NY 11788 P(631)650-6666 ALL QQ HARD WIRED SMOICE DETECTOR W/BATTERY BACK-UP MECHANICAL,ET�G.T'1 AT�INTER ELECTRICAL, IRE5 WITH F(631 650-6667 NEW WORK TO BE REROUTED,MODIFIED, 516)658-0325 a HARD WIRED GAR30N MONOXIDE DETECTOR W/BATTERY BACK-UP REMOVED,ETC. AS REQUIRED TO ­,_...<.,_ _' , ; , MIN 12" A.F.F. AS PER 2020 RESIDENTIAL CODE OF NY5 ESTABLISH PROPER WORKING CONDITIONOVIER srr:�'�'=:rrrrr��ia.t,:�tyrrl�a: IFY ALL CONDITIONS CIE DENOTES EGRE55 WINDOW COORDINATE ALL FINISH MATERIALS NOTE TO INDICATE: VERIFICATION IN FIELD - EXI5TING/NEW WITH CLIENT PRIOR TO CONSTRUCTION CONSTRUCTION IN FIELD THAT THE ARCHITECT OF RECORD (FLOOR, CEILING, WALLS, ETC) �O AND/OR CONTRACTOR MUST VERIFY. REPORT ANY G DIFFERENCES IN FIELD MATERIAL FROM THE OUTLINED V.I.F. PLANS. ARCHITECT OF RECORD OR OTHER ENGINEERS AND SECTION AJI04 LICENSED PROFEe5IONAL5 TO FIELD INSPECT AND VERIFY ANY ITEMS REOUIR.ED FOR CERTIFICATION LETTERS AT ENERGY EFFICIENCY ALTERATIONS, Q a IA.1 OW TO EXPENSE BE SUBMITTED AFTER PERMIT ISSUED RENOVATIONS, REPAIRS TO 0 v AND PRIOR TO CERTIFICATE OF OCCUPANCY ROOF/CEILING, WALL OR FLOOR yb- f Z a 04, CAVITIES WHICH ARE INSULATED TO FULL DEPTH WITH INSULATION HAVING +` A MINIMAL NOMINAL VALUE OF o 'fir/ r R-3.0/INCH. NOT7=, EXISTING KITCHEN CABINETS,PL.Ur�IBIN6 FIXTURES,APPLIANCES,ETC.TO BE REMOVED d REPLACED W/NEW AS SELECTED BY OWNER.PATCH WALL,FLOOR,AND CEILING AS NEEDED.GAP ANY UNU5ED PLUMBING LINE PROVIDE ELECTRICITY TO ALL NOTE, ANY KITCHEN HOOD EXHAUST DUCT TO BE SMOOTH WALL R1610 DUCT THAT APPLIANCES AS REQUIRED BY THE — TERMINATES AT THE EXTERIOR OF THE BUILDING,IF APPLICABLE.ANr HOOD WITH MANUFACTURER'S WRITTEN GREATER THAN 400 GFM FLOVRtATE HILL REQUIRE A MAKE-UP AIR 5OURGE AS FER Fill) SPECIFICATIONS NY5RZ M1505b 5TAIR5 8 GUARD NOTE: N (TO COMPLY WITH 2020 R.G. OF NYS R311 d R312) I7'-loy2" -STAIRWAYS SHALL NOT BE LESS THAN 56" IN CLEAR SMOKE DETECTORS TO BE PROVIDED z #O WIDTH ABOVE THE PERMITTED HANDRAIL HEIGHT AND IN ALL BEDROOMS AS PER GODS. BELOW THE REQUIRED HEADROOM HEIGHT EXISTING EXI5TIN6 -MINIMUM HEADROOM HEIGHT TO BE 6'-&" �y w1NDow w1NDow J LEVEL FLOORS 4 CEILINGS AS �� � -MAX RISER SHALL NOT EXCEED 2 4" REQUIRED �y z -MIN TREAD SHALL NOT BE LESS THAN ct" v`` _ EXIs NG BEAM 1 FJ _ O Z -STAIR PROFILE: NOSINGS SHALL NOT BE LESS THAN 5/4" TYPICAL INTERIOR WALL ; NOR MORE THAN VW CONSTRUCTION: 4W x 55" I L I � -HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE 2x4 WALL STUD 0 16" O.G. d 1/2" TABLE Z o w v 51DE OF EACH STAIRWAY WITH TWO OR MORE RISERS. GYPSUM BOARD. PROVIDE 1/2" I I I I I I po TOP OF HANDRAIL 514ALL NOT BE LESS THAN 54" AND MOISTURE RESISTANT GYP. BD. OR NOT MORE THAN 38". ALL REQUIRED HANDRAILS SHALL CEMENT BD. ON WET ROOM SIDE OF BE � CONTINUOUS TO THE FULL LENGTH OF THE STAIRS ISTUD WHEN APPLICABLE I I NOTE, FINAL KITC 1EN FIXnM;ZM r I I I • °o o O BEU LAYOUT T DETERMINED ► i Q } FROM DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO i L M A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE TYPICAL EXTERIOR WALL2'-7" 3'-6" 6'-lOY2" ........... .. _ I I _ X v 'F z F ro La FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE GONSTRUGTION: EXISTING ( ) __ I EXISTING I I __ ____ _� - o o x o° Ul IN NEWEL POSTS OR 'SAFETY TERMINALS. HANDRAILS 2x4 WOOD STUDS ® 16" O.G. W/ R-15 L I V I NO ___, w W I I I I L I V I NCB __ _, , , W i I rid,) __� Z E Z v ADJACENT TO A WALL SHALL HAVE A 5PAGE OF NOT HD UN-PAGED GATT INSULATION, 1/2° ROOM _ '�- `� ! - ROOM "W T-� I I — x LESS THAN IV BETWE:EN THE WALL AND THE HANDRAIL. INTERIOR GYP. BD. (SEE ,� I ISL,vn� I__ ( >, -... �_ ' Z v �� ( v 1 ( II 1 if"- I �w a► pw HANDRAILS SHALL NOT PROJECT MORE THAN 4�'z" ON SPEGIFIGATION AND NOTES), I/2 t __ 3 I• I �p ( EXTERIOR PLYWOOD SHEATHING, AIR EITHER SIDE OF THE 5TAIRWAY. KITCHEN I I ► Q a�o INFILTRATION BARRIER AND SIDING HOOD - II I I OSED FLUSH C3) 1 3s'x 9 W L ( I Q -GUARDS/RAILINGS ARE REQUIRED FOR ANY SURFACE O II i ! ALIGN POST WITH EXISTING w1 (aJ�,'x a•STEEL FLITCH P1:A I - AS SHOWN ON ELEVATIONS 50" ABOVE FLOOR OR GRADE. APPROVED BY ARCHITECT REVIEW in i ( I COLUMN IN BASEMENT W ! I W w°Q v T T u.. . T — _F a.... �......, Q -GUARDS/RAILINOS SHALL NOT HAVE A OAP OF BOARD. PROVIDE I/2" RI61D _ u "t 1 WUNTM _ �. UT w o PASSAGE OF MORE 'THAN 4" INSULATION BOARD BEHIND SIDING p m I I Dw I... ....-..................._I I t..... lu -.......__.......__a �.... F u_ U N O [;' I f COLUMN IN BASEMENT I ? a V z O GENERAL NOTES I -v r- =u =o, z ST 14 McwN = RENOVATED Im / 1 O o RENOVATED I. ALL HABITABLE ROOMS AND CORRIDORS SHALL BE SUPPLIED WITH FIRE/SMOKE AND KITCHEN5 ,6 I: Iw w$ KITCHEN CARBON MONOXIDE DETECTORS W II TH BATTERY BACKUP AS PER NFPA 72 AND 2020 NEW = YORK STATE BU I LD I N5 CODE SEC. R514 AND R315. EXISTING DWELLING UNDERGOING R 0 4-Lill _ - REPAIR,ALTERATION, AND/OR ADDITION SHALL BE PROVIDE WITH SMOKE ALARMS AS PER _ _ _ __ _ .. - _ __� y APPENDIX J. CARBON MONOXIDE ALARMS TO BE IN ACCORDANCE WITH SECTION �i15 OF THE >_ i rPANTR"(' , P?�NTRY 4 }:I— — — — — —�— — --______ 7 al 2020 NEWPORK 51-ATE FIRE CODE ( CARBON MONOXIDE ALARM TO BE PROVIDE ON EACH —..—..- - - - .._..........._.... FLOOR WITHIN 15 FEET OF SLEEPING AREA, ANYWHERE CONTAINS CARBON MONOXIDE SOURCE) 4'-6y2" 6'-l0" 2. ALL ELECTRIC WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE LATEST ll'-IIY2" EDITION OF THE N.E.C. 3. ALL CONDITIONS AND DIMENSIONS TO BE VERIFIED IN FIELD BY THE GENERAL — — — — — — CONTRACTOR AND REPORT ANY DISCREPANCIES TO ARCHITECT PRIOR TO START OR �- — — — — — — — — — — LU CONTINUATION OF WORK v EXISTING 4. NO GALV. NAIL.5 OR CONNECTORS IN AGO. LUMBER ARE PERMITTED. ALL CONNECTORS DO°R Z 0 AND FASTENERS FOR AGQ LUMBER MUST BE STAINLESS STEEL OR HOT DIPPED GALVANIZED o O G-185. 5. AS PER N.Y.S. CODE SEC. R510 EACH HABITABLE ROOM SHALL HAVE AT LEAST ONE • OPERABLE WINDOW FOR EMERGENCY EGRESS WITH A MINIMUM CLEAR OPENING OF 5.7 50. FT. EXISTING -" EXISTING (GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM CLEAR OPENING OF 5.0 SQ. FT.). THE MIN. D I N I NO ROOM D I N I NO ROOM O O HT. OF OPENINGS TO BE 24" AND MINIMUM WIDTH TO BE 20" AND THE BOTTOM OF OPENINGS 0 z NO HIGHER THAN 3'-8" A.F.F. o � 6. ALL WOOD POSTS SHALL BE BUILT UP WITH (2) 2X4'S NAILED TOGETHER W/ IOd NAILS 0 8" O.G. UNLESS OTHERJ,N11 SE NOTED g p IIn 7. ALL NEW POOR 4 WINDOW HEADS TO BE MOUNTED TO MATCH EX. ON FIRST FLOOR (6'-8" EXISTING EXISTING V.I.F.) AND NEW SECOND FLOOR AT 6-8" - UNLESS OTHERWISE NOTED wINDOw wlNDow 8. ALL WET/ TILE AREAS IN BATHROOM/KITCHEN SHALL RECEIVE Y2" CEMENT BD. AND ALL OTHER AREAS IN BATHROOM/LAUNDRY/KITCHEN SHALL RECEIVE y2" MOISTURE RESISTANT GYP. BD. z q. ALL FRAMING SHALL COMPLY WITH THE 2018 WOOD FRAME CONSTRUCTION MANUAL. FIRST FLOOR PLAN FIRST FLOOR FRAM I NO PLAN � Ua 10. ALL EXTERIOR PORCH/DECK/ STAIR FRAMING TO BE AGQ LUMBER-U.O.N. SC /ALE: 3/4" = I'-O" SCALE: 3 4" = I'-O" v 11. ALL ELECTRIC TO REMAIN AND MODIFIED TO ACCOMMODATE NEW CONSTRUCTION. FINAL } Z �w ELECTRIC TO BE DETERMINE IN THE FIELD 0 _— 12. ALL ANCHORS, STRAPPING AND CONNECTORS AND HARDWARE TO BE SIMPSON STRONG lu 1---1 TIE OR AN APPROVED MANUFACTURE AND TO BE INSTALLED AS PER MANUFACTURE WRITTEN Z INSTRUCTIONS- UNLESS OTHERWISE NOTED z a 15. ALL ENGINEERED LUMBER TO BE CLAPPED AND SEAL AS REQUIRED TO PROTECT tu v n� AGAINST THE WEATHER ENVIRONMENT 14. ALL INTERIOR ;DOORS SHALL RECEIVE (2) 2X8 HEADERS - UNLESS OTHERWISE NOTED- a,L tu < 0 PACK OUT HEADERS TO FIT IN WALL AS REQU I RED Z Q () 15. ALL NEW WINDOWS AND EXTERIOR DOORS IN NEW ADDITIONS SHALL RECEIVE (2) 2X10 tu HEADERS-UNLESS OTHERWISE NOTED ,, 11 16. ALL NEW WINDOWS AND DOORS ARE TO BE ANDERSEN 400 SERIES - WHITE FRAME- N v 0 TRIPLE PANE- LOW-E- WITH GRILLES- COORDINATE WITH OWNER- MODEL NUMBERS ARE z DESIGNATED ON PLAN- INSTALL ACCORDING TO MANUFACTURE SPECIFICATIONS OL p 17. WHERE RAFTERS AND JOISTS FRAME INTO OTHER WOOD BEAMS, PROVIDE 12 GAGE GALVANIZED STEEL JOIST HANGERS AND STRAPS AND WHERE WOOD BEAMS FRAME INTO OTHER WOOD BEAMS, PROVIDE 7 GAGE GALVANIZED STEEL SADDLE TYPE HANGER BOLTED r- w THROUGH BEAMS- ALL HANGERS, STRAPS, ANCHORS, ETC. SHALL BE MANUFACTURED BY SIMPSON STRONG TIE. N z Ia. ALL ENGINEERED LAMINATED WOOD BEAMS SHALL BE MANUFACTURED BY Q �' Q • GEORG I A-PAC I F I G AND SHALL BE INSTALLED AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS #a ui Uj z z AND SPECIFICATIONS OR APPROVED EQUAL. lIl < STRAP FLR/01_6. JO 1ST TO BEAM W 1 TH 5IMP50N JOIST HANGER TOP FLANGE (1-1525- 14 GAGE) OR APPROVED EQUAL. 'jA R'C H I'T e C T 5 *SIZE FOR FOR PROPER JOIST AND BEAM TODD I T E C T P.C. / ARCHITECT P.C. COORDINATE WITH MANUFACTURER 4" FRESH AIR VENT TODD O'CONNELL, AIA e FOR INSTALLATION GUIDELINES TTHROU6H ROOF y� AND SPECIFICATIONS iL 1200Vetera S Memorial Highway Suite 120 •0(i I Hauppauge,NY 11788 (5) BEAMS �b NEW FLITCH PLATE BEAM *SEE PLAN '*5EE FLOOR PLAN 5111 F(631) 650-6667 • 5� 1 C(516)658-0325 00 I 5/5" THROUGH BOLT g� j ;xr;r itr rrl,is:rr.3 ,rrt;, (TYPI CAL) 10 t I _ (2) 5 TL. PLATES i _ I I G SEE PLA . EXISTING KITCHEN i I KITCHEN i I r � FIXTURES 4 APPLIANCES i I t:lt TO BE REMOVED 1 " FASTENER: I y ;F g6e 7_ FLITCH PLATE BOLTI NO DETAIL - (4) 1(50 IN HEADER I ' �1;; I I o � , O (2) IODx 1.5" IN JOIST SCALE 1" - 1' 0" I I NEW CLG./FLR JOISTS i ill 11 !II SEE FLOOR PLAN I 'II '" III ' 1 SEE ROOF STRAPPING DETAIL WHEN NOT ALIGNED WITH RAFTER, CONNECT KING STUDS TO TOP PLATE, Imo__._ .. _ _ :'> ,mm»(; REF. NEWDW SINK P U'4" GALS. 20 GA. COIL STRAP OVER TOP OF TOP PLATE d NAIL C•O 1 ),j2" ROOF FRAMING 511 211 FLUSH BEAM STRAFF I N6 DETAIL. � o z 50ALE: 1" = 1'-0" H y J z CRIPPLE 311 HWH N STUDS DOUBLE TOP PLATE UNFINISHEDBASEMENT Q Z L Nz D/3 MAX —� CONNECT TO Eq3 NO NOTCHES D/5 MAX EXISTING WASTE o fj m o < 7, D (ACTUAL DEPTH) o p Q K o D/6 MAX. �—PERMITTED S F m JACK Q z (� STUD ° �000 Y RILL LENGTH D/6 MAX. FOR o- z m m v WALL STUDS MEMBERS LESS a _oy z z W v FRAMED OPENING FOR NEW THAN 4" INCHES p G /� z W v H- WINDOW OR EXTERIOR DOOR STE f�15ER D I AORAM NOMINAL IN FLOOR J015T - CENTER GUTS 50ALE: 1/4" = 1'-0" Q ~ z o DIMENSION Q►-� �n�a�o�a} I I D/4 MAX. � " � O Z��lu� TABLEP3201"1 uV��V ���u�VN I 51ZE OF TRAPS FOR PLUMBING FIXTURES N o a �o W V� F ZE NO NOTCHES PLUMBI►�FIXTURE TRAP N�MUt G o o -mI u F—PERMITTED I :10 (ACTUAL DEPTH) Pslos.l RooF EXTENSION o OPEN VENT PIPES THAT EXTEND THROU6114 A ROOF SHALL BE H TERMNOTE: WHI 1GHS AB IS THE I IPAT E A ROOF 1NATED NOT LESS THAN 6 INC4C:S A5 TO LA USED FOR THE ROOF OR b BATHTUB(WITH OF WIT�IOUT SHOWER HEAD AND/OR I I/2 �° ° - INCHES ABOVE THE ANTICIPATED SNOW AGGUMILATION, WHIRLPOOL ATTACHMENTS) p Q= � T -IT — —:ILCITORS — — I� D/4 MAX. BIDET 1 1/4 a a o o o o La UPLIFT CONNECTION 15 1 I ASSL�L.Y,AS A PROMENADE,OBSERVATION DECK oR CLOTHES WASHER STANDPIPE 2 a ~ ~° REQUIRED AT EACH END SUNBATHING DECK OR FOR SIMILAR PURPOSES,OPEN VENT OF THE HEADER AND AT PIPES SHALL TERMINATE NOT L_E55 THAN 7 FEET ABOVE THE DISHWASHER ON SEPARATE TRAP 1 1/2 NO UPLIFT I BOTTOM OF HEADER F'5105m2 FROST CLOSURE ROOF• FLOOR DRAIN 2 KITCHEN SINK(ONE OR TWO TRAPS,WITH OR REQUIRED , f5 AREA STUDS IN ADDITION TO FLOOR JOIST - END CUTS Wr T aTS PERCENT VALUE FOR OUTSIDE DESIGN WITHOUT DISHAA-`+�R AND FOOD WASTE DISPOSER) I I/2 < � CONNECTORS AT WALL TEMPERATURE Is O•F OR LESS,VENT EXTENSIONS THROUGH A LAUNDRY TUB ONE OR MORE COMPARTMENT'3 I I/2 STUDS AND AT TOP AND ROOF OR WALL SHALL LSE NOT'LESS THAN 5 INCHES IN LAVATORY 1 1/4 z BOTTOM OF CRIPPLES DIAMETER.ANY INCREASE IN THE SIZE OF THE VENT SHALL BE 5HOHER(BA-15M ON THE TOTAL FLOW RATE MADE NOT LESS THAN I FOOT INSIDE THE THERMAL ENVELOPE THROIJGF4 SHOPERHEADS AND BODYSPRAYSJ OF THE BUILDING. FLOW RATE: 5.71 GPM AND LESS 1 1/2 MORE THAN S.t GPM UP TO 123 GPM 2 6 6a. STRAP TIES MANUFACTURED MORE THAN I2 3 GPM UP To 25�GPM . BY SIMP50N STRONG-TIE CONNECTORS USE SIMP50N Z-MAX OR HD6 CONNECTORS MODEL No. 0516 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE W STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION D/5 MAX. I / AND WRAP UNDER SILL PLATE AT FOUNDATION. W/ACQ LUMBER. 1 / yy O UPLIFT CONNECTOR DETAIL � 0 50ALE: 5/4" = 1'-0" 0 2" INCHES MIN. FROM O O IF HOLE 15 BETWEEN 40 TOP AND BOTTOM O v z PERCENT ANID 60 PERCENT JOIST D (ACTUAL DEPTH) OF THE STUD DEPTH, THEN STUD MUST BE DOUBLED AND NO MORE THAN TWO SUCCESSIVE STUDS ARE FIGURE R502.& g Q DOUBLED AND 50 BORED GUTTING, NOTCHING AND DRILLING Q oti ANY NOTCHING OR DRILLING IN STEEL BEAMS OR FLITCH PLATE MUST BE CONSULTED WITH PROFESSIONAL ENGINEER TOP PLATE qL.. EXISTING KITCHEN KITCHEN ALLOWABLE HOLES Beams and Headers " FIX TT �' °ES z I I •� 1 I 0 I �`�i II.I BORED HOLE MAX. I - V LU11) DIAMETER 40 PERCENT WALL STUDS I t} 2x Diameter of the largest hole (minimum) �""``�' T &T < OF STUD DEP depth o EI o O Allowed Hole Zone I Z ^ — I: II' _ �—] o 0 o I 1( I I' NEW lu MIN. TO EDGE EXTERIOR OR BEARING WALL o p 13EW _ MIN. TO EDGE de th o o t - _-_ _ - —u+— —cry—a+ iJ<- �:���:w'ai; REF• NEW DW INK ar ew er: ew cr: �(1 NOTCH MUST NOT NOTCH RE N 50 P1 Y span Allowed Hole Zone }� span 3 jZ o LU EXCEED 25 PERCENT 250. OF THE STUD DEPTH PERCENT OF THE I 3: PLATE WIDTH 0 ROUND HOLE CHART GENERAL NOTES ~ TOP PLATE BEAM DEPTH MAXIMUM ROUND • Allowed hole zone is suitable for uniformly loaded beams only. o HOLE SIZE HWH • ^ � o WALL STUD 43/" 1" • No rectangular hales. UNFINISHED I�J O 5%" 1314" BORED HOLES SHALL 16 GAGE AND 15 IN WIDE 7%4"to 20" 2" • No holes in cantilevers. BAGKFLOW ^' NOT BE LOCATED IN PREVENTER THE SAME CROSS METAL TIE FASTENED See illustration for Allowed Hole Zone L � l 1 SECTION OF GUT OR ACROSS AND TO THE / o v z NOTCHIN IN STUD PLATE AT EACH SIDE OF 0� BOTTOM PLATE-- G THE NOTCH WITH 8-lod 1� NAILS EACH SIDE Fl6URE R602.6(1) NOTCHING AND BORED HOLE LIMITATIONS FOR FIGURE R602.6.1 Cut only round holes and p ar EXTERIOR WALLS AND BEARING WALLS TOP PLATE FRAMING TO ACCOMMODATE PIPING 1- W only in the center of beam .�- Ln N T— O O STUD NOTCH I NO DETAIL JO 1ST NOTCH I NO DETAIL FLUME31 NO SUFFLY RISER D I AORAM " " < z • z SCALE: N.T.S. SCALE: N.T.S. SCALE: 1/4" = 1'-0" W Q GENERAL CONDITIONS FIREPLACE ASPHALT ROOF SHINGLES 2020 NYSEGG -AIR LEAKAGE: -. r UNLE55 OTHERWISE NOTED, GENERAL FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION Rci05.2 -JOINTS, PENETRATIONS, AND ALL 2020 EGG OF NEW YORK STATE: MINIMUM DESIGN DEAD LOADS* AS PER ASGE -` ' CONDITIONS OF THE CONTRACT FOR TO BE AS INDICATED ON DRAWINGS. OF THE NEW PORK STATE RESIDENTIAL OTHER SUCH OPENINGS IN THE R401.3: PERMANENT CERTIFICATE - SHALL BE COMPLETED BY THE 7-I6 - GRAFTER 3 TABLE 03.1 � CONSTRUCTION, AIA DOCUMENT-201 PROVIDE OUTSIDE COMBUSTION AIR CODE ALL SLOPED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED IN 4/87 SHALL APPLY. THE CONTRACTOR THE UTILITY ROOM OR OTHER APPROVED LOCATION IN51DE THE COMPONENT LOAD t � SHALL OBTAIN CERTIFICATE OF WITH 6" DUCT AND DAMPER EACH SIDE SHALL BE GAF-GLA55-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE (psf) A R C N'i T e C 7 s FOR A TOTAL RECOVERY CAPACITY ROOF SHINGLES OR APPROVED SEALED. BUILDING. TODD O'CONNELL OCCUPANCY. SUBSTITUTIONS SHOULD C E I L I N G S t ARCH ITECT P.C. OF 150 GFM MIN. MAINTAIN MAXIMUM EQUAL. SHINGLES SHALL BE APPLIED -RECE55ED LIGHTS MUST BE TYPE IG R402.2.4: ATTIC OR CRAWL SPACE ACCESS - 5HALL BE NOT 20 GFM INFILTRATION THROUGH THE OVER 15# ASPHALT FELT WITH RATED AND INSTALLED WITH NO ACOUSTICAL FIBER BOARD 1.0 AUTHORIZATION MADE WITHOUT WRITTEN RIZATION BY THE ARGHITEGT. FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATCH ICE AND WATER PENETRATIONS, OR TYPE IG OR NON-10 WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE PREMISES SHALL BE KEPT THE INSULATION ON THE SURROUNDING SURFACES. GYPSUM BOARD (per j INCH thickness) 0,55 TODD O'CONNELL, AIA FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES RATED INSTALLED INSIDE AN REASONABLY GLEAN AT ALL TIMES. (I/2 INCHES) (2.2) 1200veterans Memorial Highway DOORS TO CONFORM TO THE 2020 VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY AT THE COMPLETION OF WORK, THE �� R402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE (5/8 INCHES) (2•75) Suite 120 CONTRACTOR SHALL REMOVE ALL NYSEGG. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH 0.5 CLEARANCE FROM LINED WITH FIREBRICK. PROVIDE MIN. FLA5HINO NECESSARY FOR A COMBUSTIBLE MATERIALS AND 3 CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 3 AIR GRANGES PER MECHANICAL DUCT ALLOWANCE 4.o Hauppauge,NY 11788 WASTE MATERIALS, TOOLS, RUBBISH, 1 HOUR. ETC., GLEAN GLASS AND LEAVE WORK 8" FIREPLACE WALL THICKNESS WITH WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION SUSPENDED STEEL CHANNEL SYSTEM 2.0 P(631) 650-6666 BROOM GLEAN UNLESS OTHERWISE 4 NON COMBUSTIBLE FIRE STOPPING ROOFING 15 TO BE APPLIED IN STRICT R402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING WOOD FURRING SUSPENSION SYSTEM 2.5 F(631) 650-6667 BETWEEN COMBUSTIBLE WOOD C OOD FRAME ACCORDANCE WITH THE VAPOR RETARDER: THERMAL ENVELOPE SHALL BE D INSTALLED IN ACCORDANCE WITH SPECIFIED. THE CONTRACTOR SHALL CONSTRUCTION. MANUFACTURES SPECIFICATIONS. -REQUIRED ON THE WARM-IN-WINTER C(516)658-0325 CARRY WORKMAN'S COMPENSATION CONTRACTOR SHALL SUPPLY COLOR SIDE OF ALL NON-VENTED FRAMED THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED BY G O V E R I N G S ROOF AND WALL µ.., ... AND GENERAL LIABILITY INSURANCE. CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL ,+��,+ tr.S;rrr'�f� a FOUNDATION WATERPROOFING SAMPLES OF THE SHINGLES FOR CEILINGS, WALLS, AND FLOORS. ASPHALT SHINGLES 2.0 ALL SHALL COMPLY WITH STATE AND COMPONENTS AND VERIFY COMPLIANCE INSTALL TWO LAYERS OF TOWELED ON OWNER'S APPROVAL, PRIOR TO . LOCAL CODES AND ORDINANCES. THE GYPSUM SHEATHING, 1/2-In. 2.0 CONTRACTOR SHOULD FULLY FIBERGLA55 MASTIC. (FED. SPEC. INSTALLATION. MATERIALS IDENTIFICATION: 5.5.G. 153 TYPE-I) MEMBRANE TO BE -MATERIALS AND EQUIPMENT MUST BE R402.4.1.2: TESTING - BUILDING OR DWELLING UNIT SHALL BE INSULATION, ROOF BOARDS (per Inch thickness) GUARANTEE H15 WORK AND THE WORK CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE TESTED AND VERIFIED AS HAVING < 3 AGH50 IN GZ4A, 5, A6A. FIBERBOARD 1.5 OF HIS SUBCONTRACTORS FORA TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. PERLITE Ob PERIOD OF ONE YEAR AFTER FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFACTURER'S INSTALLATION POLYSTYRENE FOAM o.2 COMPLETION OF THE PF:OJEGT UNLE55 EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL INSTRUCTIONS. URETHANE WITH FOAM FOAM 0.5 R402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING FACED FIBERGLA55 BATT INSULATION -MATERIALS AND EQUIPMENT MUST OTHERWISE SPECIFIED. ALL WORK FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE. PLYWOOD (per I/8-In. THIGKNE55) O.4 z O - BY JOHN MANVILLE OR APPROVED IDENTIFIED 50 THAT THE COMPLIANCE ,,, SHALL BE PERFORMED IN FIRE BLOCKING EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND RIGID INSULATION, I/2-In. 0.75 o .`� Z' EQUAL, FOIL TO BE PLACED TOWARD CAN BE DETERMINED. , ACCORDANCE WITH GOOD BUILDING FIRE BLOCKING SHALL BE PROVIDED EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE ' WARM SIDE. PROVIDE II/2" RIGID -MANUFACTURER MANUALS FOR ALL ® � 2 SKYLIGHT METAL FRAME 9" WIRE 6LA55 8.0 PRACTICES. THE CONTRACTOR SHALL AS PER SECTION R50 .13 OF THE FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND COOLING INDEMNIFY AND HOLD HARMLESS THE RESIDENTIAL CODE OF NEW YORK FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER R403.3.2: DUCT SEALING - DUCTS, AIR HANDLERS, AND FILTER WOOD SHEATHING (PER INCH THIGKNE55) 3.0 OWNER ARCHITECT, AND THEIR STATE TO OUT OFF ALL CONGEALED TO BOXES SHALL BE SEALED. WATERPROOFING MEMBRANE Q, �, t AGENTS AND EMPLOYEI= OTHERWISS FROM AND DRAFT OPENINGS (BOTH VERTICAL RHIS W FINISHED GRADE UNLESS HEATING EQUIPMENT MUST BE E SPECIFIED. GARS SHOULD PROVIDED. BITUMINOUS, SMOOTH SURFACE 1.5 AGAINST ALL CLAIMS, DAMAGES, AND HORIZONTAL). BE TAKEN NOT TO DAMAGE -INSULATION R-VALUES AND GLAZING R403.3.3: DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 LOSES AND EXPENSES, INCLUDING PROVIDE FIRE BLOCKING IN DETERMINE AIR LEAKAGE. ATTORNEYS FEES ARISING OUT OF OR FOUNDATION WATERPROOFING. U-FACTORS MUST BE CLEARLY FLOOR F I L L CONGEALED 5PAGE5 OF STUD WALLS MARKED ON THE BUILDING PLANS OR EXCEPTION: DUCT LEAKAGE TEST IS NOT REQUIRED WHERE m RESULTING FROM THE PERFORMANCE AND PARTITIONS, INCLUDING FURRED GLASS WINDOWS AND DOORS SPECIFICATIONS. THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN LEIGHT WEIGHT CONCRETE, PER INCH 8.0 OF THE WORK PROVIDED THAT ANY SPACES AT THE CEILING AND FLOOR TO BE INSTALLED AS PER SECTION THE BUILDING THERMAL ENVELOPE. SAND, PER INCH 8.0 >t- SUCH CLAIM, DAMAGE, 1-055 OR LEVELS. CONGEALED HORIZONTAL EXPENSE (A) IS ATTRIBUTABLE TO R308 OF THE RESIDENTIAL CODE OF DUCT INSULATION: STONE CONCRETE, PER INCH 12.0 N O FURRED SPACES SHALL ALSO BE FIRE NYS. ALL GLASS 15 TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED R403.3.5: BUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OR � # BODILY INJURY, SICKNESS, DISEASE BLOCKED AT INTERVALS NOT PLENUMS FLOORS AND FLOOR F I N I SHE 5 z OR DEATH OR TO INJURY TO OR EXCEEDING 10 FEET. LOW-E UNLESS OTHERWISE SPECIFIED. ATTICS OR OUTSIDE THE BUILDING GLASS 5UBGONTRAGTOR SHALL NOT MUST BE INSULATED TO R-5. CERAMIC OR QUARRY TILE (5/4-in) DESTRUCTION OF TANGIBLE PROPERTY R403.4: MECHANICAL SYSTEM PIPING INSULATION - CARRYING 16.0 -� J (OTHER THAN THE WORK ITSELF PLUMBING INSTALL GLASS UNTIL PROPER -RETURN DUCTS IN UNCONDITIONED FLUIDS >105°F OR <55°F, INSULATE TO R-3 MIN. ON 1/2-In. MORTAR BED INCLUDING THE L055 ORUSE CONTRACTOR SHALL INSTALL WATER CLEARANCES ARE PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING z N SLIDING GLA55 DOORS, SKYLIGHTS MUST BE INSULATED TO R-4. CERAMIC OR QUARRY TILE (3/4-1n) 230 V RESULTING THERE FROM). (5) IS SUPPLY AND SANITARY SYSTEM AS AND/OR WINDOWS AS REQUIRED BY -SUPPLY DUCTS IN UNCONDITIONED R403.6: MECHANICAL VENTILATION - THE BUILDING SHALL BE ON I-in. MORTAR BED Z CAUSED IN WHOLE OR IN PART BY ANY INDICATED. PROVIDE HOT AND GOLD PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF CONCRETE FILL FINISH (PER INCH THIGKNE55). 1.0 GODS SHALL BE INSULATED SPACES MUST BE INSULATED TO R-8. NEGLIGENT ACT OR OM15SION OF THE SHUT-OFF VALVES AT ALL FIXTURES. 2020 NYS RESIDENTIAL CODE CONTRACTOR, ANY SUBCONTRACTOR, ALL WATER PIPING TO HAVE TEMPERED GLASS. ALL GLASS DOORS -RETURN DUCTS IN UNCONDITIONED HARDWOOD FLOORING 7/7-In. 4.0 m p 1* ~ AND WINDOWS SHALL BE INSTALLED IN SPACES (EXCEPT BASEMENTS) MUST ��° "- ANYONE DIRECTLY OR INDIRECTLY CLEANOUT5 AT ALL CHANGES OF THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER �? f o V 4 W a STRICT ACCORDANCE WITH THE BE INSULATED TO R-2. LINOLEUM OR ASPHALT TILE, 1/4-In. 1.0 a u o0 EMPLOYED BY ANY OF THEM OR DIRECTION AND AT BASE OF THAN w ~ U MANUFACTURES 5PEGIFICATION5. ALL -INSULATION 15 NOT REQUIRED ON MARBLE AND MORTAR ON STONE-CONCRETE FILL 33.0 aVNw %z ANYONE FOR WHOSE A('.T5 ANY OF VERTICAL WASTES. USE 4" CAST IRON 0.01 X GFA + 7.5 X (# OF BEDROOMS + 1) 4�g- 4 WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. V o �� THEM MAY BE LIABLE �:EGARDLE55 THROUGH FOUNDATION WALL PITCHED *GFA = CONDITIONED FLOOR AREA SLATE (PER mm THIGKNE55) 15.0 0�� o OF WHETHER OR NOT IT 15 CAUSED IN MIN. 115" PER FOOT. TRAP/WASTE SEALED AS PER 2020 NYSEGG ��F��8 w g m REQUIREMENTS. PROVIDE FLASHING DUCT CONSTRUCTION: 50LIM FLAT TILE ON I-in. MORTAR BASE 25.0 PART BY A PARTY INDI=MNIFIED SIZES FOR FIXTURES SHALL BE AS R403.7: EQUIPMENT SIZING - PER AGGA MANUEL S BASED ON Qz fa PANS UNDER ALL SLIDER DOORS AND -ALL JOINTS SEAMS AND SUBFLOORING, 3/4-In. 5.0 N 5~-o 'm w HEREUNDER. ALL MATERIALS FOLLOWS: LOADS CALCULATED PER ACGA MANUEL J. aU lop WINDOWS WITHIN A 6" OF AN EXTERIOR CONNECTIONS MUST BE SECURELY o:n�ak ASSEMBLIES, AND METHOD OF DISH WASHER 1 1/2" FLOORS WOOD J015T (no plaster) 12-In. 16-In. ° z= z U z V SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS, GASKETS, P O.C. O.C. w E )- W 0 CONSTRUCTION INCLUDING BUT NOT KITCHEN SINK 1 1/2 R404.1: LIGHTING - A MINIMUM OF CIO% OF PERMANENTLY J015T SIZES (in.) _ s � 3 �� w TO BE FULLY WEATHER-5TRI PPED. MASTICS (ADRE51 VES), (i�/�r) �/Fr) F V A p m E� O LIMITED TO FORM-WORK, LAVATORY 1 1/4" INSTALLED FIXTURES MUST HAVE HIGH-EFFICIENCY LAMPS. z w v F- BLOGK-WORK, FRAMING NAILING, PROVIDE ALL 5GREENS AND MASTIC-PLUS-EMBEDDED-FABRIC OR 2x6 b 5 0`�` w `�Q o 5HOWER 2" LOW-VOLTAGE LIGHTING EXEMPT p< PLACING OF CONCRETE: ETC. ARE TO HARDWARE AS REQUIRED. ALL GLASS TAPES. DUCT TAPE IS NOT z TOILET 3" 2x8 b b Q~ 8�ao��} 15 TO BE FREE OF SCRATCHES AND PERMITTED. 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R305- w_z>o o In BE CAREFULLY 5UPERV'15ED BY THE ALL SYSTEMS TO HAVE ONE 3" MAIN IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED GLAZING 2x10 7 b MEQV; �''CONTRACTOR TO BE SURE THEY ARE VENT STACK INCREASED TO 4" THE MANUFACTURER FOR A PERIOD OF AND LOCKING-TYPE LONGITUDINAL IN ACCORDANCE WITH THE DRAWINGS, THROUGH THE ROOF. PROVIDE FROST 2x12 5 7 uTR- o z W Q NO LESS THAN 5 YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUCTS - EXCEPT AS INDICATED IN SECTION R308.1.1 EACH PANE OF =Nwp � SPECIFICATIONS, APPLICABLE CODES PROOF HOSE-BIBS AS INDICATED ON FRAME PARTITIONS ( sf) F U MO N Pm v AND GOOD PRACTICE. DEVIATIONS TO BE ANDERSEN UNLE55 INDICATED OPERATING AT LESS THAN .2" w.g. GLAZING INSTALLED IN HAZARDOUS LOCATIONS A5 DEFINED IN PLANS WITH EASILY ACCESSIBLE OTHERWISE. (500 PA.) SECTION R30e.A SHALL BE PROVIDED WITH A MANUFACTURE'S WOOD OR STEEL STUDS, I/2-in. GYP. BOTH SIDES 8.0 o Ww w FROM THE DRAWINGS AND DRAIN DRAIN-COCKS. THE WATER WOOD STUDS, 2x4, UNPLA5TERED 4 O N o o ro X.o-DUCTS SHALL BE SUPPORTED EVERY DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION 5PEGIFIGATIONE, WILL NOT BE SUPPLY AND SEWAGE DISPOSAL Na Q °z m 10 FEET OR IN ACCORDANCE WITH THE DESIGNATING THE TYPE OF GLA55 AND THE SAFETY GLAZING ? a} z o PERMITTED WITHOUT WRITTEN SYSTEM SHALL COMPLY TO THE FRAME WALLS x u a =o z AUTHORIZATION OF THE ARCHITECT. MANUFACTURERS INSTRUCTIONS. STANDARD WITH WHICH IT COMPLIES, WHICH IS VISIBLE IN THE FINAL o w APPLICABLE COUNTY DEPARTMENT OF PAINTING AND 5TAINING -COOLING DUCTS WITH EXTERIOR INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED, EXTERIOR STUD WALLS: -� q THE CONTRACTOR SHALL BE HEALTH STANDARDS AND THE FOLLOWING IS INCLUDED FOR THE INSULATION MUST BE COVERED WITH A SANDBLASTED CERAMIC-FIRED LASER ETCHED EMBOSSED OR BE A RESPONSIBLE FOR THE SHOP 2x4 a 16-in., 5/8-In. GYPSUM, a Q mop o u L� REGULATIONS. APPROVAL OF ALL 11.0 DRAWINGS WHICH MAY !BE NEEDED. PLUMBING MUST BE OBTAINED FROM CONVENIENCE OF THE PAINTING VAPOR RETARDER. TYPE THAT ONCE APPLIED CANNOT BE REMOVED ,�IITHOUT BEING INSULATED, 3/8-in. SIDING ALL DIMENSIONS AND CONDITIONS APPROPRIATE LOCAL AUTHORITIES CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE INDICATION OF THE TYPES OF PAINTS RETURN AIR SYSTEM. MANUFACTURE'S DESIGNATION 2x6 a I6-In., 5/8-In. GYPSUM, Y ARE TO BE FIELD VERIFIED. PRIOR TO CONGEALMENT. PRIOR TO REQUIRED FOR VARIOUS SURFACES. IT -THE HVAG SYSTEM MUST PROVIDE A R30e.A HAZARDOUS LOCATIONS - THE LOCATIONS SPECIFIED IN INSULATED, 3/8-In. SIDING 12.0 CONTRACTOR TO REMOVE 4 ORDERING, CONTRACTOR SHALL 15 THE INTENT OF THESE MEANS FOR BALANCING AIR AND SECTIONS R308.4.1 THROUGH R305.4.7 SHALL BE CONSIDERED TO BE RELOCATE AS REQUIRED ALL SUPPLY GUTS OF FIXTURES FOR EXTERIOR STUD WALLS WITH BRICK VENEER 48.0 �� EXISTING K WHIC WORH INTERFERES OWNERS APPROVAL. IN THE EVENT SPECIFICATIONS TO PROVIDE A WATER SYSTEMS. SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING wlows, GLASS, FRAME AND SASH 5.0 REFLECTIVE WHITE 6 DIAMETER WITH NEW CONK HIC ION. THAT THE OWNER CHANGES, THE COMPLETE FINISH. ALL PAINTED R308.4.1- GLAZING IN DOOR- GLAZING IN FIXED AND OPERABLE D SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: PANEL OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CLAY BRICK WYTHE5: SITE WORK CONTRACTOR SHALL CREDIT THE IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST 0ON51DERF-D TO BE A HAZARDOUS LOCATION 4 IN 3a.0 THE CONSTRUCTION TYPE STAKEOUT IS TO BE PERFORMED BY A OWNER FOR THE FULL ACCEPTABLE. ONE THERMOSTAT CAPABLE OF R308.4.2- GLAZING ADJACENT TO DOOR- GLAZING I5 LE55 THAN 60 8 IN 7a.o DESIGNATION SHALL BE LICENSED SURVEYOR. °:TAKING AND SUBCONTRACTORS COST FOR THE INTERIOR WOOD 5URFAGE5-APPLY TO AUTOMATICALLY ADJUSTING THE INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS 12 IN 115.0 "I", "II", "III", "IV", OR "V"LAYOUT ARE TO ESTABLISH ALL LINES CHANGED UNIT. LIGHTLY SANDED SURFACES, WALLS, SPACE TEMPERATURE SET POINT OF EITHER OF THE FOLLOWING- lb IN 155.o TO INDICATE THE CONSTRUCTION lu AND BENCHMARKS. VERIFY ALL GIVEN HVAG DOORS, FRAMES, TRIM, AND BASES, THE LARGEST ZONE. - GLAZING 15 WITH 24" OF EITHER 51DE OF THE DOOR HOLLOW CONCRETE MA50NRY UNIT WYTHE5: CLASSIFICATION OF THE � DATA ON DRAWINGS. IN CASE OF ONE GOAT WOOD FILLER OR STAIN -GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE WYTHE5 THIGKNE55 (IN INCHES) 4 6 1 b 10 1 12 STRUCTURE UNDER IBC v DISCREPANCY, RECEIVE SYSTEM TO BE DESIGNED BY OTHERS. AND TWO GOATS MCKLUSKY'5 ELECTRIC SYSTEMS: DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGED SIDE OF DENSITY OF UNIT (105 PGF) SECTION 602 O PROVIDE PROPER SUPPLY TO ALL EGGSHELL FINISH NON-YELLOWING -SEPARATE ELECTRIC METERS ARE AN IN-SWING DOOR NO GROUT 2 .2 24.0 51.0 57.0 45.0 CLARIFICATION FROM ARCHITECT ROOMS $ CONFORM WITH ALL STATE z PRIOR TO PROCEEDING. EXCAVATE AND LOCAL CODES. POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. R308.4.3- GLAZING IN WINDOW O AND BACK FILL FOR WORK INDICATED GYPSUM BOARD- MINIMUM ONE GOAT - EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 50.17T. (GROUT SPACING) REFLECTIVE RED F ON DRAWINGS. STOCKPILE TOP501L PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: -BOTTOM EDGE OF GLAZING IS LE55 THAN IS" ABOVE THE FLOOR 40 IN. O.G. 0.0 4 .0 47.0 55.0 v O EXTERIOR WOOD SURFACES- TWO -FIREPLACES MUST BE INSTALLED - TOP EDGE OF GLAZING IS MORE THAN 36 " ABOVE FLOOR AND 4o IN. O.G. 0.0 42.0 52.061.0 2.0 61.0 PANTONE # 187 OBTAINED FROM STRIPi LNG DRIVEWAY �� 32 IN. O.G. 32.0 42.0 52.o bl.O AND BUILDING SITE. STOCKPILE ALL GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-COMBUSTABLE ONE OR MORE WALKING SURFACES ARE WITHIN 56 , MEASURED 24 IN. O.G. 54.0 46.0 57.0 67.0 N EXCAVATED MATERIAL. NEW AND FRAMING AND ROUGH CARPENTRY EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS HORIZONTALLY AND IN A STRAIGHT LINE OF GLAZING lb IN. 0. G. 40.0 55.0 66.0 761.0 p EXISTING BACK FILL MATERIAL AND JOISTS RAFTERS AND STUDS SHALL ONE GOAT ZING CHROMATE AND TWO -FIREPLACES MUST BE PROVIDED 305.4.4- GLAZING IN GUARDS AND RAILINGS FULL GROUT 55.0 75.0 a5.0 115.0 V z0 TOPSOIL ARE TO BE FREE OF WEEDS, BE CONSTRUCTION GRADE DOUGLA5 GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, R308.4.5- GLAZING AND WET SURFACES- BATHTUBS, SHOWERS WHERE TREE ROOTS, ROCKS AND DEBRIS. FIR-SOUTH SELECT STRUCTURAL. ALL ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLACE THE BOTTOM EXPOSED EDGE OF GLAZING 15 LE55 THAN bO INCHES DENSITY OF UNIT (125 PGF)- SEE A5GE STANDARD - MINIMUM DESIGN DESIGNATION FOR STRUCTURAL ALL SURPLUS MATERIAL_ THAT IS WOOD 51LL5 AND WOOD IN CONTACT QUALITY PITTSBURGH, PRATT 4 CONSTRUCTION PROVISIONS OF THE MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING DENSITY OF UNIT (155 PGF) LOAD FOR BUILDING STRUCTURES AND COMPONENTS THAT ARE OF o UNSUITABLE FOR BACK FILL MATERIAL WITH MASONRY SHALL BE AGO. ALL LAMBERT, DUTCH BOY. CABOT5, BUILDING CODE OF NEW YORK STATE, SURFACE different dead load OTHER STRUCTURES -A50E7-16 TRU55 TYPE CONSTRUCTION 111 Q SHALL BE REMOVED FROM THE SITE. EXTERIOR 5HEATHING SHALL BE 1/2 MGKLUSKYS, OR APPROVED EQUAL. THE RESIDENTIAL CODE OF NEW YORK - R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS- GLAZING values for differ (PGF) PROTECT ALL TREES WITHIN EIGHT GDX DOUGLAS FIR PLYWOOD. CONTRACTOR 15 TO PROVIDE STATE OR THE NEW YORK CITY WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 50LID CONCRETE MASONRY UNIT WYTHE5: FEET OF THE BUILDING. PROPER 5UB-FLOOR5 TO BE 5/4" GDX SAMPLES OF ALL PAINTS AND STAINS BUILDING CODE, AS APPLICABLE. 36" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF WYTHE5 THICKNESS (IN mm) 4 6 1 8 10 112 ■ "F" FLOOR FRAMING INGLUDINO # APPROVALS MUST BE OBTAINED PLYWOOD EXTERIOR SHEATHING TO FOR ARGHITEGT'S AND/OR OWNERS STAIRWAY, LANDING BETWEEN FLIGHTS OR STAIRS OR RAMPS DENSITY OF UNIT (105 PGF) ■ ■ BE COVERED WITH "TYVEK" HOUSE APPROVAL. SERVICE WATER HEATING: -GLAZING 36" OR LESS MEASURED HORIZONTALLY FROM THE 32.0 5 . bq.o 02. 1124. ■ ■ GIRDERS AND BEAMS _ BEFORE COVERING AN1 EXCAVATED DENSITY OF UNIT (135 PGF) 38.0 60.0 81.0 l02.o I24.o � "R" ROOF FRAMING WORK. WRAP OR APPROVED EQUAL. BLOCK -WATER HEATERS WITH VERTICAL WALKING SURFACE DENSITY OF UNIT (155 PGF) 41.0 4.0 87.0 110.0 155.0 z BUILDING "FR" FLOOR AND ROOF FRAMING STUD WALLS AT 1/2 STORY HEIGHTS GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP R305.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING ANUARUSANDWUts CONCRETE BLOCK AND AT ALL UNSUPPORTED EDGES OF INSTALLED AS PER SECTION R702.3.2. ON BOTH THE INLET AND THE OUTLET - WHERE GLAZING 15 LESS THAN 36" ABOVE THE LANDING AND WITHIN '� ►^!EIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR 5AMPLE -TITLE I9 NYCRR PART 1265.4 ALL CONCRETE BLOCK IS TO HAVE PLYWOOD. PROVIDE SOLID BLOCKING THROUGH R702.3.6 OF THE NEW YORK UNLESS THE WATER HEATER HAS AN A 60" HORIZONTAL ARE LE55 THAN I80 DEGREES FROM THE BOTTOM PLASTER, ADD 5 Ib/ft2 FOR EACH FACE PLASTERED. VALUES PLACE ENGINEERED WOOD PLACARD GIVEN REPRESENT AVERAGES. IN SOME GASES THERE l5 A ON OR ADJACENT TO ELECTRICAL METER BOX Z IV "DUR-O-WALL" REINFORCING EVERY AND DIAGONAL BRACING OF FLOOR STATE RE51DENTIAL GORE. GYPSUM INTEGRAL HEAT TRAP OR IS PART OF TREAD NOSING CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. O THIRD COURSE. FILL TOP COURSE JOISTS AT 5' O.G. MAXIMUM AND WALLBOARD APPLICATION SHALL BE A CIRCULATING SYSTEM. tu SOLID. MORTAR MIX TO BE ONE PART SOLID BLOCKING UNDER ALL TAPE JOINT SYSTEM. ALL GYPSUM -INSULATE GIRGULATING HOT WATERPORTLAND CEMENT, NOTE: WINDOW FALL PROTECTION TO BE PROVIDED PUTTY, AND SIX PARTS 15AND, OR ONE ALL PART LIME U GAP PLATES TO BE DOUBLED PPORTED EDOE5 or D ON CEIILIN0 SUNLESSO OTHF-RN15 N HALLS AND I/2" PIPES TO THE LEVELS ON TABLE I. FOR ALL WINDOWS AS PER 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R305.1 TRU55 DE I C NAT I ON S I C N } Z z m PART MASONRY CEMENT AND THREE AND NAILED BOTTOM GAP PLATED TO INDICATED. FINISH JOINTS, J-BEADS. GIRGULATING HOT WATER SYSTEMS: 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R312.2 MINIMUM HEIGHT- CEILING- HABITABLE SPACE, HALLWAYS AND O JU <ly END OF STUDS. LAP GAP PLATES AT NAIL DIMPLES CORNERS AND EDGE5 -INSULATE GIRGULATING HOT WATER SCALE: NTS PARTS SAND. � PORTION OF BASEMENTS CONTAINING THESE SPACES SHALL HAVE A Z _j- CORNERS. WHERE FLUSH FRAMING SHALL BE TAPED AND RECEIVE THREE PIPES TO THE LEVELS ON TABLE I. - IN DWELLING UNITS WHERE THE TOP OF THE SILL OF AN OPERABLE CEILING HEIGHT OF NOT LE55 THAN 7 FEET. BATHROOMS, TOILET LIa Q CONCRETE OCCURS, USE MIN. 16GA SHEET METAL GOATS OF JOINT COMPOUND. ALLOW WINDOW OPENING 15 LOCATED LE55 THAN 24 INCHES ABOVE THE ROOMS, LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT NO CONCRETE OR MASONRY WORK JOIST HANGERS BY "TECO" OR 24 HOURS TO DRY BETWEEN GOATS. HEATING AND COOLING PIPING FINISH FLOOR AND GREATER THAN 72 INCHES ABOVE FIN15H GRADE LE55 THAN 6 FEET 8 INCHES v ) SHALL BE DONE DURING APPROVED EQUAL. ALL CORNERS TO FINAL GOAT TO BE SANDED SMOOTH. INSULATION: OR SURFACE BELOW THE EXTERIOR OF THE BUILDING EXCEPTION: Z O TEMPERATURES OF 40 DEGREES F. BE MINIMUM 3/2X4 STUDS. HEADERS METAL CORNER BEAD TO BE USED ON -HVAG PIPING CONVEYING FLUIDS HA I. TABLE 1 : MINIMUM INSULATION THICKNESS FOR CIRCULATING HOT WATER PIPES lu tu AND FALLING. NO CONCRETE SHALL SHALL BE MINIMUM 2/2X6 -THE OPERABLE WINDOW SHALL COMPLY WITH: FOR ROOMS WITH SLOPED CEILINGS THE REQUIRED FLOOR UNLESS ALL OUTSIDE CORNERS AND AROUND ABOVE 105OF OR CHILLED FLUIDS OPERABLE WINDOW THAT ARE PROVIDED WITH WINDOW AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT lu ADDITIVES SHALL BE ALLOWED FOR STUDS, JOISTS AND BEAMS SHALL THE LEVELSELL IN TABLE 2. INSULATION THICKNESS IN INCHES BY PIPE SIZES CD BE PLACED ON FROZEN SURFACES. NO NOTED PLANS. MINIMUM BEARING ALL OPENINGS. BELOW MUST BE INSULATED TO OPENING CONTROL DEVICES THAT COMPLY WITH SEC. R312.2.2 LE55 THAN 5 FEET AND NOT LESS THAN 50 PERCENT OF THE HEATED WATER NON-GIRGULATING RUNOUTS GIRGULATING MAINS AND RUNOUT5 REQUIRED FLOOR AREA SHALL HAVE A CEILING HEIGHT OF NOT TEMPERATURE (F) UP TO I" UP TO 1.25" 1.5" TO 2.0" OVER 2" ~ WITHOUT WRITTEN PERM155ION OF THE BE 3 1/2". USE DOUBLE JACK STUDS ELECTRICAL R312.2.2 WINDOW OPENING CONTROL DEVICES- SHALL COMPLY WITH LE55 THAN 7 FEETtu ARCHITECT ALL CONCRETE IS TO BE FOR HEADERS OVER FIVE FEET IN ALL WORK SHALL COMPLY WITH THE ASTM F20c10 2. THE CEILING HEIGHT ABOVE BATHROOM AND TOILET ROOM 170-I80 0.5 1.0 1.5 2.0 O 4,000 LENGTH. NATIONAL ELECTRICAL GODS AND ALL NOTES: 140-160 0.5 0.5 1.0 1.5 MIN. 3,500 P.5.1. AT 28 DAYS THE WINDOW OPENING DEVICE AFTER OPERATION TO RELEASE THE FIXTURES SHALL BE SUCH THAT THE FIXTURE 15 CAPABLE OF Q P51 FOR GARAGE SLAB. PROVIDE ALL STATE, LOCAL, AND UTILITY COMPANY I. OBTAIN ALL PERMITS PRIOR TO CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT BEING USED FOR ITS INTENDED PURPOSE 100-130 0.5 0.5 0.5 1.0 lu O O SLEEVES AND FOUNDATION VENTS AS NOTE: CODES AND REGULATIONS. ALL THE START OF WORK. REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO (n �- REQUIRED BY NYS CODE. UNLESS FOUNDATIONS CHAPTER 4 DESIGN CIRCUITS SHALL BE MINIMUM 15 AMP. LESS THAN THE AREA REQUIRED BY SECTION R510.2.1 O (y INDICATED, ALL FOUNDATION BASED UPON PRESUMPTIVE LOAD POWER WIRING SHALL BE MINIMUM 14 2. ALL BEDROOM TO BE PROVIDED TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAG PIPES FOOTINGS ARE TO BE A MIN. 8" DEEP BEARING VALUES OF SANDY GRAVEL AWG. CONVENIENCE OUTLETS SHALL WITH ROD 4 SHELF, ALL LINEN O V PROJECTING 6" ON EACH SIDE OF THE AND/OR GRAVEL AT 2000 LB5 PER BE LOCATED 12" ABOVE FINISHED CLOSETS TO BE PROVIDED WITH 5 PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE SIZEQ� FOUNDATION WALL. PROVIDE TWO #4 SQUARE FOOT. CONTRACTOR TO FLOOR UNLE55 OTHERWISE INDICATED. ROWS OF SHELVES. TYPES RANGE M 2" ULATIO I" AND LE I 1N5" TO 2" 2.5" TO 4" Q- IX DEFORMED BARS CONTINUOUS IN THE CONSULT ENGINEER IF DIFFERENT 501L ALL SWITCHED TO BE LOCATED 36 0 FOOTING. ALL 4" THICK CONCRETE MATERIALS ARE FOUND UPON ABOVE THE FINISHED FLOOR UNLESS 3. DOOR TRIM AND BASE MOLDING HEATING SYSTEMS SLABS TO HAVE 6X6 I0/10 WELDED EXCAVATION OR TEST HOLE, FOR OTHERWISE INDICATED. SUPPLY TO MATCH EXISTING LOW PRE55URE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 WIRE REINFORCING. ANc;HOR BOLTS IN ALTERNATIVE FOOTING AND RECOMMENDED LAMPS IN ALL LOW TEMPERATURE 120-200 OS 1.0 Lo 1.5 lx T' u� lu CONCRETE SHALL BE HOOKED 5/al- X FOUNDATION WALL DESIGN FIXTURES. 4. ALL BATHROOM FIXTURES AND <t Ip STEAM CONDENSATE ,- O 12" AT MAX. 3' O.G. PROVIDE BITUMEN u� z FAUCETS TO BE SUPPLIED BY OWNER O � EXPANSION JOINTS BETWEEN SLABS AND INSTALLED BY CONTRACTOR (FEED WATER) ANY 1.0 1.0 1.5 2.0 �z AND FOUNDATION WALLS. NOTE: ALL NON-ENGINEERED LUMBER COOLING SYSTEMS Q iV TO BE DOUGLAS FIR #2 OR SETTER 5. FIN15HF-5 TO BE 5UPPLIED CHILLED WATER, REFRIGERANT 201-250 1 1.0 1 1.5 1.5 2.0 J 3 BY OWNER AND BRINE 120-200 0.5 1.0 1.0 1.5j