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HomeMy WebLinkAbout52288-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#: 52288 Date: 09/23/2025 Permission is hereby granted to: 1450 Laurel Ave LLC 15 Marcourt Dr Chappaqua, NY 10514 To: legalize "as built" additions and alterations to an existing single-family dwelling as applied for. Additional certification may be required. Premises Located at: 1450 Laurel Ave, Southold, NY 11971 SCTM# 56.4-2.26 Pursuant to application dated 08/13/2025 and approved by the Building Inspector. To expire on 09/23/2027. Contractors: Required Inspections: Fees: As Built Addition/Alteration $1,580.00 CO-RESIDENTIAL $100.00 Total S1,680.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 s Telephone (631) 765-1802 Fax (631) 765-9502 htt S://www.Southoldtownny.,�iov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 5- �l ICI t� I PERMIT NO. r Building Inspector:, AUG 1 2()2� Applications and forms must be filled out in their entirety.Incomplete Building Department applications will not be accepted. Where the Applicant is not the owner,an Town of Goutl�old Owner's Authorization form(Page 2 shall be completed. Date:8/13/25 OWNER(S)OF PROPERTY: Name:Jason Amster =TM 1000-56-1-2.26 Project Address: 1450 Laurel Ave, Southold Phone#:732-991-0907 Email:jayamster@gmaii.com Mailing Address: 15 Marcourt Drive, Chappaqua, NY 10514 CONTACT PERSON: Name:Brooke Epperson Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 6039092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑other As Built Bedroom at second floor and finished basement Will the lot be re-graded? Dyes ❑No Will excess fill be removed from premises? ❑Yes ❑No 1 PROPERTY INFORMATION Existing use of property:Single Family Residential Intended use of property:Single Family Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R80 Non-Conforming this property? ❑Yes k No IF YES, PROVIDE A COPY. N 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 name): AMP A(d /- 'C(U re RAuthorized Agent ❑Owner Signature of Applicant: Y Date: ell + Z S STATE OF NEW YORK) COUNTY OF TM 117 ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (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 2025 Lary Public PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC,sAr�F o1 �NEwYo- (Where the applicant is not the owner) Registration No. 01AU0019644 Qualified in Suffolk County (',omrri'ission l"=xpires,:anuary 9,'20 residing at 1450 Laurel Avenue I, Southold AMP Architecture do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. 08/09/2025 L4n ignature Date Jason Amster Print Owner's Name 2 SITE LAYOUT NOTES: 1. I. THIS IS AN ARCHITECT'S SITE PLAN 8 IS J SUBJECT TO VERIFICATION BY A LICENSED F SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN 15 TO THE a ARCHITECT BEST OF KNOWLEDGE. a � 'S 2. SURVEY INFORMATION WAS OBTAINED Lu FROM A SURVEY DATED 04/04/14116 AND Lu co PREPARED BY: J.M LAND SURVEYING ✓ cy) :O Lr) O = � FA C-7ENOTES 4 SPEC 11-1 G T 1 ONS = >; � L r IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS GONSTRUGTION DOCUMENT BINDED z TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, O C N 0j SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK a' cc Lo - 513 0400E .00 PROJECT LOCATION & SCOPE c x � c\] i ° ' �� 50.00 GENERAL SITE PLAN & ZONING DATA I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE GLASS WINDOWS AND DOORS 0 m - -- - - - - - --- - - - - - - APPLICABLE BUILDING DEPARTMENT. I. ALL 6LA55 TO BE INSULATED LOW-E UNLESS OTHERWISE SPECIFIED. O N O cc NOTES & SPECIFICATIONS a o a (5\ 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 2. GLA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER \ ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING CLEARANCES ARE PROVIDED. \\ I _ ® � .00 EXISTING FLOOR PLANS 5TRUCTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. ANY CLASS UNIT EXISTING INTERIOR ELEVATION 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES WITH N IS"1NO 01F FINISHED 5. ALL OLA55 POOR SHALL BEORS, T OF INSULATED TEMPERED G ALSS,D \ \ \ � AND AUTHORITIES HAVING JURISDICTION. UNLE55 OTHERWISE NOTED. W 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH OF THE OWNER/BUILDER MANUFACTURER'S SPECIFICATIONS. \ \ 5. ANY OM155IONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE D \ \ SHALL BE CLARIFIED WITH THE ARCHITEOVENGINEER BEFORE PROCEEDING ENERGY CONSERVATION CONSTRUCTION CODE. 4J TS \ \ O WITH THE WORK. \ I 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR \ _ _ 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. UNLE55 APPROVED BY THE ARGHITEGT/ENGINEER. \ \ T. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL \ '7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. \ BEFORE THE START OF FRAMING \ ` I 5. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. q. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE / 1 \ 24 I 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS,APPROVALS, CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH v CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE CHARACTERISTICS ARE AS FOLLOWS,BUT NOT LIMITED TO: DESIGN PRESSURE, II. THE5E SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN REQUIREMENTS. \ � � PERMISSION FROM THE ARCHITECT. \ \ \ I 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE p � e 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 TEMPERED GLASS. am (D O RESPONSIBLE FOR DESIGN INTENT ONLY. \ ` \ 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. Q \ 26 \ 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. GLAZED OPENING PROTECTION SHALL MEET THE REOUIREMEN75 OF THE LARGE MI551LE TEST OF ASTM Elggb AND ASTM E1886 AS MODIFIED BY 2020 NYS BG �p 14. THE CONTRACTOR SHALL KEEP PREMISES REA50NABLY GLEAN AT ALL SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET \ EXIST. - �t5-�U I LT BEDfi�00MT SECOND 1-LOOi� TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL THE REQUIREMENT5 OF AN APPROVED IMPACT-RE515TANT STANDARD OR SHED \ RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK AN51/DASMA 115. BROOM GLEAN. AS-5U I LT F I N I SHED EASEMENT 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH LIABILITY THE CONTRACTOR SHALL CARRY WORKMA1TH STATE LCOMPENSATION AND GENERAL A THICKNESS OF NOT LESS THAN J" AND A SPAN OF NOT MORE THAN 8' SHALL \ LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES AND ORDINANCES. BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND \ ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE \ \ \ \ lb. THE CONTRACTOR SHOULD FULLY GUARANTEE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS HIS WORK AND THE WORK OF THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE _ _ COMPLETION OF PROJECT. R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT � \ \ CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED T �A TA ON THE BUILDING. � \ EXIST. POOL I'1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, \ W/ COPING I ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND \ AOAIN5T ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING \ ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF ELECTRICAL: THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONF©RM \ PROJECT / ZONING DATA IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO TO 2011 NATIONAL ELECTRIC CODE, NFPA TO AND 2020 NEW YORK STATE \ AS-BUILT \ INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ENERGY CONSERVATION CONSTRUCTION CODE. PERGOLA; I TAX MAP # 1000-56.-1-2.26 ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN UNDER \ WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON \ 5EPARATE \ ZONING DISTRICT R-50 NON-CONFORMING CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY COMPLETION OF WORK. \ APPLICATION \ EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY \ BE LIABLE REGARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A S. 5MOKE DETECTORS, IN CONFORMANCE WITH NFPA '72: LOT AREA O.q3 PARTY INDEMNIFIED HEREUNDER. - GENERALLY, VERIFY OR PROVIDE HARD WIRED \ \ 25 \ CofO - PRIV Z-2-/1 ATE ONE FAMILY I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING SMOKE DETECTORS w/BATTERY BACK-UP IN: \ DWELLING 78; 07/05/2000 BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. EACH SLEEPING ROOM OF CONCRETE, ETC.. ARE TO BE CAREFULLY 5UPERVISED BY THE CONTRACTOR 1 CofO - SHED (ACCESSORY) Z-211332; 05/2b/2005 TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, B. OUTSIDE OF EACH SEPARATE SLEEPING 1 I APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS AREA IN THE IMMEDIATE VICINITY OF 2q.6' CofO - POOL 41183; 06/15/2020 AND SPECIFICATIONS WILL NOT BE FERMI I I ED WITHOUT WRITTEN THE BEDROOMS (GENERALLY THE HALLWAY) AUTHORIZATION OF THE ARCHITEGT/ENGINEER. \ SUFFOLK COUNTY HD APPROVAL RIG-q�(-0178 4 BEDROOM A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS G. EVERY LEVEL OF DWELLING A5-5UILT OUTDOOR KITCHEN; UNDER I (BASEMENT, FIRST FLOOR, $ SECOND FLOOR, ETC) SEPARATE APPLICATION I � � NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS N PERTAINING ARE TO BE FIELD VERIFIED. F. W 20. CONTRACTOR TO REMOVE 8 RELOCATE AS REQUIRED ALL EXISTING WORK LOT COVERAGE WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. CODES AND REFERENCE STANDARD: I EXIST. 0� I I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 0 PATIO 5OUTHOLD TOWN GORE 280-4 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 v I SPECIFICATIONS, UNLESS NOTED OTHERWISE. NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK I STATE ENERGY CONSERVATION CONSTRUCTION CODE. I DESCRIPTION (FOOTPRINT) AREA COVERAGE 22. PROVIDE FIREBLOCKING AS PER NEW YORK AGGE551BILITY STANDARDS. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 25. PLEASE NOTE THAT THE5E PLANS ARE PROTECTED AGAINST ANY WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME EXIST. STONE STEPS AND ENTRY TOTAL LOT AREA 40,422.0 S.F. UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS CONSTRUCTION MANUAL BY THE AMERICAN FOREST 8 PAPER ASSOCIATION COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. (AF4PA) AMERICAN WOOD COUNCIL (AWG). 54.0' EXISTING DWELLING I,-752.0 S.F. 4.4% GENERAL WIND PROTECTION CONNECTION NOTES: 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE ADAPTED FROM 5TANDARD FOR HURRICANE RESISTANT RESIDENTIAL PLUMBING GORE. PROJECT: EXISTING SHED 200.0 S.F. 0.5�O CONSTRUCTION;957D IC-qq AND 2015 SEC HIGH WIND EDITION WOOD FRAME N \ dJ EXISTING POOL 800.0 S.F. 2.09b CONSTRUCTION 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 1. A CONTINUOUS LOAD PATH BETWEEN FOOTIN65, FOUNDATION WALLS, MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. A 1 r 1�/� ST E R -O' EXISTING A5-BUILT PERGOLA ON RAISED FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. j � � 6.0 1 �p 137 S.F. 0.33b 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201"1 NATIONAL ELECTRIC m DWELLING PATIO ` 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT GORE, NFPA "10 AND 2020 NEW PORK STATE ENERGY CONSERVATION OO m CONSTRUCTION CODE. AS-BUILT m TOTAL AREA OF ALL STRUCTURES 2g1a.0 S.F. -1.2`Jb INCLUDED IN THE STANDARD BUILDING GORE, SECTION 2306 OF IBC SHALL BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 12.0' 1 MAXIMUM LOT COVERAGE ALLOWED: 20�0 ° I \ I 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL .1 \\ AREAS SHALL BE STAINLESS STEEL OR HOT GIPPED GALVANIZED. 20.0' 1450 LAUREL .1AVE, X S o \ 4. WHERE WINDOWS AND DOORS INTERRUPT HOOD STRUCTURAL PANEL SOUTHOLD NY 119 1 /O 5HEATHIN6 AND 51DIN6, FRAMING ANCHORS OR CONNECTORS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS ZONING REOULATION5 MAIN BUILDING AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. \ DRAWING TITLE: 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 126- I SOUTHOLD TOWN GODS 280-I4 RAFTERS EXCEPT WHERE COLLAR TIES OF I"x6" OR 2"x4" LUMBER IS 26, - - LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF PROJECT LOCATION & SCOPE EXIST. PROPOSED COMPLIEE RAFTERS' SITE PLAN & ZONING DATA 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. MIN. FRONT YARD 60.0' '10.0' -10.0' Y T. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY 16" WITHIN 4' OF EXTERIOR CORNERS. MIN. SIDE YARD 20.0' 48.0' 48.0' Y 5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED PAGE: MIN. COMBINED TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER 45.0' q6.0' Q6.0' Y OF J" AND 5"XV'X�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE SIDE YARDS PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR , BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRETE/MASONRY B G-001. 00 MIN. REAR YARD -15.0 q1.5 qi.5 Y FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS AND AT SPACING NOT EXCEEDING 4' ON CENTER. MAXIMUM HEIGHT 25.0' L20-01 20.0' Y INSULATION 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED DATE: 08/13/25 1 OF 2 FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. FOIL TO BE PLACED TOWARD WARM 511:)E. INSULATION FENESTRATION REQUIREM NTS 2.WA LS F1ROM 6" BELOW 6RA E TO 24ABELOW GRADE IFDESIRED BYON _ - - - CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE _ FOUNDATION WATERPROOFING. PROPOSED DESIGN CODE PRESCRIPTIVE VALUE 4 COMPONENT COMPLIES VALUE CITATION (PER 2020 NYSECCC) 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: - q" R-50 FOR FLAT GEILIN65 - 5.25" R-500 FOR VAULTED AND CATHEDRAL GEILIN65 MAX.U-VALUE - 0.52 3.5 R-15 FOR 2 x4 WALL CONSTRUCTION �. { „ f ,Ri. It - _ _ _ _ U-VALUE - 0.25L - - - - FENESTRATION U-VALUE MAX.AIR LEAKAGE - 0.50 GFM/SF YES - 5.25" R-21 FOR 2"xbn WALL CONSTRUCTION AIR LEAKAGE a 0.50 GFM/5F P R402.4.5 3 TABLE R402.1.4-CLIMATE ZONE 4 1 - 5.25 R-21 FOR FLOORS < 150.00, N 13°04'00"W - Ra15 AINSULATION® INTERIOR MIN.R-VALUE a 15(CAVITY) AT INTERIOR OF MALL BASEMENT WALL R VALUE B TT PER TABLE R402.1.2-CLIMATE ZONE 4,NOTE(a) YES -�'_": c::% MIN R-VALUE - Iq YES { FLOOR R-VALUE R-50 GATT INSULATION ,�r. s�� SITE PLAN PER TABLE R402.1.2-CLIMATE ZONE 4 11 COMPLIANCE STATEMENT, TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN SCALE: I" = 15'-O" COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4[RE]. I i OENE AL EY : FLOOR PLAN NOTES _ EXI5TIN6 TO BE DEMOLISHED SMOKE DETECTOR / GO DETECTOR NOTES: a O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT Q EXISTING TO REMAIN SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 0 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. Lu 2.INTERCONNECTION BETWEEN NEW 8 EX15TINO DEVICES AS-BUILT WOOD FRAME 2. NOT BE REQUIRED WHERE EXISTING ALARMS J C6 (L.6. STL. WHEN ARE NOT INTERCONNECTED, AS PER NYS R314.4. CY) APPLICABLE) 3.PROVIDE SMOKE/ 00 DETECTORS AS INDICATED, AND N PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. 4.SMOKE / CO DETECTORS TO MAINTAIN 5' MIN. .� Lr) HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS 0 8 OPENINGS TO BATHROOMS w/SHOWER OR TUB. 0 5. INSTALL ALL AS PER MANU. 5PEG.'s = }: co 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR +� IN COMPLIANCE WITH LOCAL CODE N z O a •C-0 Lr) O EGRESS NOTE: >) X N IN COMPLIANCE WITH NEW YORK STATE BUILDING Cfl GORE, SECTION R310.2.I;THE FOLLOWIN6 MEANS OF 0 00 0 0 a--z E&RE55 SHALL BE FOLLOWED: NET CLEAR OFENIN&........... 5.1 S.F. NET CLEAR HEIGHT............... 24" MINIMUM Q r- d O NET CLEAR WIDTH................. 20" MINIMUM ONEW INTERIOR WALL CONSTRUCTION (TYP.): I. 2"x4" 5TUD5 ® 16" O.G. w/DBL. TOP PLATE W 2. 1/2" 6YP5UM BD. WALL FIN15H EACH SIDE V/ 3. MIN. R-15 BATT INSULATION NEW WINDOW EXHAUST FAN SHALL BE INSTALLED O WHERE VENTILATION 15 NOT MET BY MEANS OF NATURAL CIRCULATION THROUGH WINDOWS OR DOORS FINISHED � NATURAL LIGHT 4 TO OUTDOOR SPACES AS PER NY5 MECH. CODE OOR 5'-O" WALL HEIGHT FLOOR VENTILATION SECTION 405.5.2.5; INSTALL AS PER MANU. SPECS [-\ ATTIC ACCESS = AREA 268 S.F. 5 EGRESS WINDOW WELL: ■ DOOR O O PROVIDE NEW E&RE55 WINDOW WELL 8 COVER BY cV 0 i S.F. REG. S.F. PROV. M T-O" CEILING HE16HT in "ROCKWELL;ELITE SERIES" 44'W.X60"H. OR EQUIVALENT. w - - - - - - - - - LIGHT INSTALL AS PER MAN. SPECS. FINISHED O,D 21.4 S.F. 22.2 S.F. GRADE VENT 10.7 S.F. 11.5 S.F. WINDOW NOTE: dJ Q H '�" _ REGi'D O I. ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN _ CASEMENT, DOUBLEHUN6, OR 6LIDIN6 (AS NOTED); 2�x6� AS-BUILT I" 5.F. FLOOR AREA >T-O" INSTALL AS PER MANU. SPEC.'S. FOR NEW EGRESS v �p BEDROOM I CEILING HEIGHT. 5U557ITUTION5, 5EE NOTE #a IN "6LA55 WINDOWS WINDOW WELL cV 268 S.F. _ 268 S.F. X 50% = 154 S.F. AND DOORS ON PAGE 6-002 IF CASEMENT "ATTIC/STORAGE" Q WINDOWS - ALL C5MNT WNDWS SHALL HAVE m �D FROM 2000 GofO A _ in 5TRA16HT ARM HINGE WHEN to • 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE BASEMENT 511/GO TILT WA5H FLOOR A-102 n` 24x6� CATHEDRAL CEILING DOUBLE-HUNG EGRESS 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. 6L. G.H. V-O" WINDOW;6.5 5F CLEAR 4.5EE PAGE 6-003 FOR FRAMING ELEMENTS AROUND OPENING WINDOWS (T1'P. FOR ALL) U.O.N. Q 'N EGRESS NOTE: "I-O CEILING HEIGHT 2 IN COMPLIANCE WITH NEW YORK STATE BUILDING � N r - - - - - - - - CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF EGRESS SHALL BE FOLLOWED: ATTIC ACCESS ift T I^I �I I^I I^I DOOR NET CLEAR OPENINO........... 24 S.F. EC RESS Y `1I I `��OY `4 !' `SELL ETA I Jam.. NET CLEAR HEIGHT............... 24' MINIMUM NET CLEAR WIDTH................. 20" MINIMUM 5'-O" WALL HEIGHT SCALE: I/4" = I'-O" FLOOD' FLAN; A5-BUILT BF-IDROOM SECOND FLOOR SCALE: 1/4" = I'-O" IT-4y2" H u n n n n u O 31 WIDE X I6 HIGH 31 WIDE X I6 HIGH 31 WIDE X I6 HIGH v 4 z � N in ANDERSEN CASEMENT WINDOW; EXIST. °N CWI35 -2'-4 J"H.XV-5 1"h.;5.1 SAUNA 5� EXIST. H S.F. CLEAR OPENING 21 EXIST. 5TORA6E/ p MECHANICAL =ry GYM 5'-I" 201 S.F. 2I0 S.F. UNFINISHED/UNCONDITIONED o PROJECT: 6 AMSTER AS-BUILT Or 4'_gY2" 5'_3" 4'-11" 2'-(o" 2'-2" 3'-5" 1'-I0Y2" 4'-O" m m m 1450 LAUREL AVE, o SOUTHOLD NY 11971 u) cV m NATURAL L I GHT 2'-5Y2" 5'-3y2" a'-3" DRAWING TITLE: VENTILATION EXIST. FLOOR - AS-BUILT PLANS RECREATIONAL AREA 812 S.F. _ - - I� 1Y2 ROOM 602 S.F. S.F. REQ. S.F. PROV. - - FINISHED/CONDITIONED SPACE LIry D 65.0 S.F. a.2 S.F. CEILING \/*EQ;D 52.5 S.F. 4.5 S.F. O HEIGHT PAGE: i AS-3U I LT BEDROOM INTERIOR ELEVAT 1 ON ARTIFICIAL LIGHT HABITABLE BASEMENT AREA: 812 SQ. FT. -REQUIRED LIGHT: 6 FOOT CANDLES/50. FT. A1.0100 SCALE: 1/2" = I'-O" 3 (1) 6W LED BULB = 450 LUMENS EXIST. UP 6 FT. CANDLES X 602 50. FT. = 4,1512 LUMENS • 4A-12 LUMENS /450 LUMENS = 10.8 5M/CO MINIMUM (10.8) 6W LED L10HT5 REQUIRED DATE: 08/13/25 2 OF 2 iv F-1 MINIMUM (11) 6W LOW VOLTAGE L16HT FIXTURES REQUIRED 4. yf• '` •'�.� AS-BUILT 5ASEMENT PLAN SCALE: 1/4" = I'-O" Pt Or,