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HomeMy WebLinkAbout45845-Z �o�Og11FF p Town of Southold 4/4/2023 P.O.Box 1179 o - F 53095 Main Rd Southold,New York 11971 •L Ol � ��{z CERTIFICATE OF OCCUPANCY No: 43995 Date: 4/4/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1300 Greenway W., Orient SCTM#: 473889 Sec/Block/Lot: 15.-1-24 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/2/2021 pursuant to which Building Permit No. 45845 dated 2/25/2021 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: additions and alterations, including garage and outdoor shower,to existing single-family dwelling as applied for. The certificate is issued to Davanelos,Taxiarhis&Maria of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45845 2/14/23 PLUMBERS CERTIFICATION DATED 1/18/2023 NaxCka4rks Davaneo A riz ignature �gOFFaI� TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE "o • 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#: 45845 Date: 2/25/2021 Permission is hereby granted to: Davanelos, Taxiarhis 1363 81st St Brooklyn, NY 11228 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1300 Greenway W., Orient SCTM # 473889 Sec/Block/Lot# 15.-1-24 Pursuant to application dated 2/2/2021 and approved by the Building Inspector. To expire on 8/27/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $668.00 CO-ADDITION TO DWELLING $50.00 Total: $718.00 Building Inspector o��OF SO!/r�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(,5-town.southold.ny.us Southold,NY 11971-0959 couffm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Taxiarhis Davanelos Address: 1300 Greenway W city,Orient st: NY zip: 11957 Building Permit#: 45845 Section: 15 Block: 1 Lot: 24 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Home Owner License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Surrey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 48 Ceiling Fixtures 2 Bath Exhaust Fan 3 Service 3 ph Hot Water GFCI Recpt 13 Wall Fixtures 5 Smoke Detectors Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 69 CO2 Detectors Sub Panel A/C Blower 6 Range Recpt Ceiling Fan Combo Smoke/CO 7 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect 200A Switches 29 4'LED Exit Fixtures Sump Pump Other Equipment: W/D, 3 Mini Splits 6 Blower Heads Notes: New Service & Two Story Addition Inspector Signature: Date: February 14, 2023 S. Devlin-Cert Electrical Compliance Form Town hall Annex Telephone(631)765-1802 54375 Main Road : Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CFRTIFICATX.ON Date: 1. 1 Building Permit No. Owner- Tow—t> -p��/OC`�lc�lt7g (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 0wNgy2—(Aut*eem Signature) Sworn to before me this day of rq 20-7 Notary Public, ✓7 Judith Garrity NOTARY PUBLIC,STATE OF NEW YORK Registration No.01GA6088747 Qualified in Kings County Commission Expires Marc617,200!3 ��pfS00Tyo Ll S 6 LIS' J-300 <q499AJ vfA-y V� # TOWN OF SOUTHOLD BUILDING DEPT. �`y�ouxnN 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. ] FOUNDATION 2ND` [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ]-- FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: otrr- [n ay-at (f /I AMrc o OVcj /A, Ax^ If m4a-v-1 z DATE 2 Z INSPECTOR ' OF SOT L4 Sd a �a A hO�aU y6� * # TOWN OF SOUTHOLD BUILDING DEPT. y co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ]' FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] -FIREPLACE'& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: � v �f' apt A ez, DATE �i INSPECTOR °' # TOWN OF'SOUTHOLD BUILDING DEPT. 631-765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] ,CODE VIOLATION [ ] PRE C/O [ ] RENTAL It REMARKS: l in ('05t, Ny bnft-( -.'op NWk QaP,.,, - 4 i DATE �0 �O INSPECTOR / �pF SOUTy ---- ----- - --- - # # TOWN OF SOUTHOLD BUILDING DEPT `�courm� 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIONAt! IPRE C/O [ ] RENTAL REMARKS: A) )D/��^awe- 4 U� U1 oi+0 1 r 61 r DATE INSPECTOR Ida Galea -, Architect _. ��� 'E23 rA �� l � 1 MAY - 4 2021 TPIE "r April 15, 2021 �"I' '1'r ` d Town of Southhold—Building Department Town Hall Annex 54375 Main Road Southhold,NY 11971 Re: Building Permit#45845 Stakeout location of new footing/foundation 1300 Greenway West, Orient,NY Section: 15; Block: 1; Lot: 40 To Whom It May Concern: Please be advised that I performed an inspection of the stakeout location for the new footing/foundation wall on April 15, 2021. It is confirmed that the location of the stake out is in compliance with the approved plans. Sincerely, Ga4Fy Ida Galea, AIA NA � . 030609 op VJ�Obt 1359 81st Street, Brooklyn,NY 11228 Phone: 718.259.4095 E-mail: galea.arch@gmail.com Ida Galea f i Architect MAY - 4 2021 April 23, 2021 Town of Southhold—Building Department Town Hall Annex 54375 Main Road Southhold,NY 11971 Re: Building Permit#45845 Footing Inspection 1300 Greenway West, Orient,NY Section: 15; Block: 1; Lot: 40 To Whom It May Concern: Please be advised that I performed an inspection of the footing area on April 23, 2021. It is confirmed that the footing is in compliance with the approved plans. See photos attached. Sincerely, �F ED ARC \,OP GAC,�_!9 Ida Galea,AIA NA 9J 030609 cc)� f y ti op 1359 81st Street, Brooklyn,NY 11228 Phone: 718.259.4095 E-mail: galea.arch@gmail.com Building Permit#45845 Footing Inspection 1300 Greenway West,Orient,NY Section: 15;Block: 1;Lot:40 April 23,2021 Page 2 of 3 t 4. M '1 1.' FRED qR �oP GA4 cy'� 030609 CQ �� - \�, � Building Permit#45845 Footing Inspection 1300 Greenway West,Orient,NY Section: 15;Block: 1;Lot:40 April 23,2021 Page 3 of 3 f f ' err..•„ + r> _ i a !< y r v 1 4 f i a P"Op _ - 4,� r A D,9IY 1. qZ '• Vii+ ! W�� i �•.�� ',{ - 9 37�A� X36609 4 . NEW Ida Galea k , Architect t ' J V MAY 4 2021 April 29, 2021 Town of Southhold—Building Department Town Hall Annex 54375 Main Road Southhold,NY 11971 Re: Building Permit#45845 Foundation Inspection 1300 Greenway West, Orient,NY Section: 15; Block: 1; Lot: 40 To Whom It May Concern: I Please be advised that I performed an inspection of the foundation on April 29, 2021. It is confirmed that the foundation is in compliance with the approved plans. See photos attached. Sincerely, ' ED ARC GAtF ��/%2v" /C��� ��\� SOP <C.'A Ida Galea, AIA 'A 030609 FN 1359 81st Street, Brooklyn,NY 11228 Phone: 718.259.4095 E-mail: galea.arch@gmail.com Building Permit#45845 Foundation Inspection 1300 Greenway West,Orient,NY Section: 15;Block: 1;Lot:40 April 29,2021 Page 2 of 3 "It MINE 1112'01'vow No ?ti A #t y i ` RE AR C' y 030609 O� ' Building Permit#45845 OF N'�- �J Foundation Inspection 1300 Greenway West,Orient,NY Section: 15;Block: 1;Lot:40 April 29,2021 Page 3 of 3 r w 61 t, c e .4 �:d •�,l- ��+ t' t n t•; r `, 0 - Ida Galea Architect June 1, 2022 Town of Southhold—Building Department Town Hall Annex 54375 Main Road Southhold,NY 11971 Re: Building Permit#45845 Rough—Framing& Plumbing Inspection 1300 Greenway West, Orient,NY Section: 15; Block: 1; Lot: 40 To Whom It May Concern: Please be advised that I performed an inspection of the rough framing and plumbing on May 7th, 2022. It is confirmed that the rough framing and plumbing are in compliance with the approved plans. See photos attached. Sincerely, � D ARC GA Ida Galea,AIA 030609 op 1359 81st Street, Brooklyn,NY 11228 Phone: 718.259.4095 E-mail: galea.arch@gmail.com Building Permit#45845 Rough—Framing&Plumbing Inspection 1300 Greenway West,Orient,NY Section: 15;Block: 1;Lot:40 June 1,2022 Page 2 of 8 s iMEMI&- AA& -_ G\S�ERF_p� \DA G� _yf 9 �� C) V, X0609 ANEW `�0. '. Building Permit#45845 Rough—Framing&Plumbing Inspection 1300 Greenway West,Orient,NY Section: 15;Block: 1;Lot:40 June 1,2022 Page 3 of 8 lr� ` 4 � t } gnu= a �t e ED q�,c P.GA4 Q 9 � C� 030609 0Q' Op NEW �' Building Permit#45845 Rough—Framing&Plumbing Inspection 1300 Greenway West,Orient,NY Section: 15;Block: 1;Lot:40 June 1,2022 Page 4 of 8 _ w T � O i 06 41wr � 4 03080' �O TF OF to Building Permit#45845 Rough—Framing&Plumbing Inspection 1300 Greenway West,Orient,NY Section: 15;Block: 1;Lot:40 June 1,2022 Page 5 of 8 r - i t' 1 x �-p ARCy�T 'GAL6q W Q' 03069 -LO� 0 Building Permit#45845 Rough—Framing&Plumbing Inspection 1300 Greenway West,Orient,NY Section: 15;Block: 1;Lot:40 June 1,2022 Page 6 of 8 r G�SIEREpq \DA Gq� �C� CSO `0609 a( 0- �. Building Permit#45845 Rough—Framing&Plumbing Inspection 1300 Greenway West,Orient,NY Section: 15;Block: 1;Lot:40 June 1,2022 Page 7 of 8 j i i yw t l G\SIEREp,q� Gq` Cy/ * C) nlr ' + Building Permit#45845 Rough—Framing&Plumbing Inspection 1300 Greenway West,Orient,NY Section: 15;Block: 1;Lot:40 June 1,2022 Page 8 of 8 i Eg ARC/,/, A L cr q O ti E 030��9 T� O NF ; Ida Galea Architect June 1, 2022 Town of Southhold—Building Department Town Hall Annex 54375 Main Road Southhold,NY 11971 Re: Building Permit#45845 Insulation Inspection 1300 Greenway West, Orient,NY Section: 15; Block: 1; Lot: 40 To Whom It May Concern: Please be advised that I performed an inspection of the insulation on May 20th, 2022. It is confirmed that the insulation is in compliance with the approved plans. See photos attached. Sincerely, RED ARC,'y/ �Gj \QP GALF,9 ��C G; Ida Galea, AIA ^Wf3'i K `s�yT 030609 0 F 1359 81st Street,Brooklyn,NY 11228 Phone: 718.259.4095 E-mail: galea.arch@gmail.com Building Permit ;- Insulation Inspection 11 Greenway West,Orient, Section: 15;Block: 1;Lot:41 June 1,2022 Page 2 of 4 ♦ F tee, ..,..-. �• ,.,�r'�:�,"�'"'�.: j • A• • 6(3 Oiz Building Permit#45845 Insulation Inspection 1300 Greenway West,Orient,NY Section: 15;Block: 1;Lot:40 June 1,2022 Page 3 of 4 7 J, t. 6, Y 0 ARCy/ O -GALE T��� 03015 Building Permit#45845 Insulation Inspection 1300 Greenway West,Orient,NY Section: 15;Block: 1;Lot:40 June 1,2022 Page 4 of 4 r -�tvr i r I 1 D ARc '9J� X30009 �� OF NES / Takis Davanelos 1300 Greenway West Orient NY 11957 M: 646-244-8600 Email: newdeltamgt@gmail.com February 7,2023 Town of Southold-Building Department Town Hall Annex 54375 Main Road Southold, NY 11971 F E a 1 4 2023 Re: Building Permit#45845 R rq. q�v'rp�� Vim,mP . 05 To Whom It May Concern: Following the inspection at 1300 Greenway West,Orient on January 31,2023,the onsite inspector requested that we share photos of the Arc fault for all lights and outlets,and GFI breakers installed for the garage outlets. Enclosed you will find the photos requested. Should you have any questions, please feel free to contact me at, 646-244-8600. Thank you in advance. Regards, Takis Davanelos +r / �' t � �•{yr � 'Ari A A Kiaw r� r i^ 7•Y f•r P�1` Pew. P:Y a, ril rat w N+L`r �FiY (!17 ML•r IF1r ML'r NSr • u ' R� raa�: zo C.5•N {i N Y.1•N f.i•N raa rn M M,+ xo MR � `� �' r' �.�rr •air r W,4 Vol rot M., WL'X N4.3 wro wVM wra N-13 K w r r K K R K K OL Ot OZ GZ C: ..0 .e VUOL so so 30 I.t :719.141 F'-PJ F.7•N Offm (HIY.) moi. t� 1:140 F.7•N F.7•N F.1•N C.'•N o _ - r � 1� s • .._, a e. ,�. .� 1 ., . ., x �� �a ,; '� .� r � �`. � '� �. �.�� � ;�, � _ ,� �' _ � _�. \� ti �. t � ;� � �� �� I ���.� � -� .,,,,.• i � ;- �, � � o � o e � • u � ru �s es r FOUNDATION(2 ! • S• • • ! XMBING ` t ! • limp PFIWIMWommommum6N.WIF, -- — Ia, _ N&IMERKWOIANW. dRo '..� FIRM ��/eye ' e eImmo �_�r /� r TOWN OF SOUTHOLD—BUILDING DEPARTMENT Ca x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 41 Telephone(631) 765-1802 Fax(631) 765-9502 hLtps://www.southoldtownny.jzov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. U !Tf:� - Bu ilding Inspector: 2 2021 Applications and forms must be filled out in their entirety. Incomplete .applications will not be accepted. Where the Applicant is not the owner,"6n:'.,, Owner's Authorization fdrm*'(Pa'ge.2)shall be completed Date: OWNER(S) OF PROPERTY.: Name: Taxiarhis Davanelos SCTM #1000 ProjectAddress: 1300 Greenway West Phone#: (646) 244-8600 newdeltamgt@gmail.com Mailing Address: 99 80th Street, Brooklyn, NY 11209 ,-,;CONTACT,,PERSON:' '.. Name: Taxiarhis Davanelos Mailing Address: 99 80th Street, Brooklyn, NY 11209 Phone#: (646) 244-8600 Email: newdeltamgt@gmail.com DESIGN PROFESSIONAL INFORMATION: Name: Ida Galea Mailing Address: 1359 81st Street, Brooklyn, NY 11228 Phone#: (718) 259-4095 FEma-il:_galea.arch@gmail .com CONTRACTO R'l IN FORMATION: Name: Taxiarhis Davanelos Mailing Address: 99 80th Street, Brooklyn, NY 11209 Phone#: (646) 244-8600 Email: newdeltamgt@gmail .com DESCRIPTION OF,PROPOSED CONSTRUCTION-,: ' E]NewStructure MAddition ElAlteration DRepair ElDemolition Estimated Cost of Project: E]Other $ 98, 000 Will the lot be re-graded? E]Yes No Will excess fill be removed from premises? E]Yes ®No PROPERTY INFORMATION: Existing use of property: One Family Dwelling Intended use of property:One Family Dwelling Zone or use district in which premises is situated: R-4 0 Are there any covenants and restrictions with respect to this property? ❑Yes No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage,avid storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HER 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.authoirized 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): Taxiarhis Davanelos ❑Authorized Agent 1%wner Signature of Applicant: - Date: .. . _._. ..__ -- -- ---- - -- - --- --/Iff2 - STATE OF NEW YORK) SS: COUNTY OF S ) :TA X I A 20-1 S D AV A N r- Ln S being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the QU)NE� (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 25 day of 6-01(Lla_(. , 20:Z l -- Notary Public Jonathon C.Varveris PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC,STATE OF NEW YORK Registration No.01VA6345489 (Where the applicant is not the owner) Qualified in Kings County Commission Expires July 25,2024 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 o�pS%3FFU("tco MAR 2. 1 2022 GING DEPARTMENT- Electra al Insp ctor TOWN OF SOUTHOLD C= x TOWN oFsot iPil mHall Annex - 54375 Main Road - PO Box 1179 o '*► Southold, New York 11971-0959 'fjj0� �aO Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a-southoldtownny.gov — seand(a)_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: 1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: >e ,b 4✓,4 IVC- Address: Cross Street: ,c/ e-74 Phone No.: BIdg.Permit#: Ej email: Tax Map District: 1000 Section: /5 Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): e-t°o y-OzvC4 reW44W" oc..d ocl4er, 4s oyor 4o d=/' r,4,LV 5;-te./e_.� .ti:A•'0. Square Footage: 1,V00 Circle All That Apply: _!§;ob ready for inspection?: .F;<] YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: ® YES NO issued On Temp Information: (All information required) Service Size K 1 '3_ Ph Size: 00 A eters _4T/- Old Meter# ❑New Service❑Fire Fteconriect od Reconne Service Reconnect:undergroundOverhead # Underground Laterals 1 2 H Fr e Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION e '� 1 20�� Bll iDING DEPARTMENT- ElectrP�al InspLctor o c� MAR TOWN OF SOUTHOLD BUILDING �r i. y x TOWN OFSOd Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ®4° Telephone 631 765-1802 - FAX 63.1 765-9502 Bio a ,r p ( ) ( ) rogerr(cDsoutholdtownny.gov seand(c�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: x Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑p request an email copy of Certificate of Compliance_ Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: r,>,4✓A i10C-Lam Address: D® *VAT_ Cross Street: Phone No.: Bldg.Permit#: �k��� email: Tax Map District: 1000 Section: /5 Block: Lot: Ielq BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): �'o`$s-�zdt%f �o�i'•�►'o•p ®c.,� �l�B�-¢,'o��' •�o �7A!'�,'w� $i+����— ��l i.'.�`�. Square Footage: ®p Circle All That Apply: Is Job ready for inspection?: YES ❑ NO Rough In ❑ Final Do-you need a Temp Certificate?: ❑ YES NO Issued On Temp Information: (All information required) Service Size X 1 3 Ph Size: aOO A eters y / Old Meter# El New Service❑Fire Reconnect od Reconne Service Reconnect[:]Underground Overhead # Underground Laterals 1 2 H Fr e Work done on Service? DY DN Additional Information: PAYMENT DUE WITH APPLICATION �o 6 t PERMIT# 1 , 1 Address: .. 1 Switches Outlets y� GFI's II1 t� Surface t Sconces HH s UC Lts Fans to Fridge HW Exhaust `I\ Oven W Smokes moke � DW Mini Carbon Micro Generator Cookto Transfer o Combp AC- AH Hood Service Amps Have Used Special: *j O's L4D umComments SURVEY OF PROPERTY PROPERTY LOCATED AT ORIENT LOT No. 40 MAP OF GREEN ACRES AT ORIENT FILED: APRIL 13, 1962: FILE No. 3540 TOWN OF SOUTHOLD a ' SUFFOLK COUNTY. NEW YORK E S.C.T.M. # 1000-015-01-24 R 1 V AREA = 19.051 SF = 0.4374 ACRES SCALE: 1"=30' SE NOTE: THE EXISTENCE OF RIGHT OF WAYS, nPRON PIPE WETLANDS AND/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED. O l" y �oF Pn��NEN 1y�p 0 EOG PaOA SIN OER �O FOUNTAIN/ \ Ln +^p FENCE w` 6$ CONC. ASPHALT DRIVEWAY GNNNW 0, MON. y W/BELG. BLK. CURB �N - - MON. \ LOT 41 4i If � ,PO GN9 l^Z •� mc��.'�� ��je Uo�6 L.P.NS TANKS DEC 2 9 2022 ,O �0N LD FRAMEORY RES. OauIP. \� BUlI.L�fIV�7 UtN�. V-30 TOWN OF SOUTHOo D VIA �ON�5�e ROOFGK Oct W N cs\ a �0 !L GHntN/ mo 000 O O qO FENCE 6.4'/W Q \'•\ n�i� W SHOWER ORtGK Qr�tO SHED2 0.3'/W O O 0.4'/N � \ LO POOL 5O/0 MON. W �`- 0 �+ HgOGi UD �� FENCE + vi i� o, NtRE �5p.aa LOT 42 0 tit \�� X430 '^ / FENCE - 1 CONC. 0.6'/N UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A IiE2 jp o MON. LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION F209 ^I C� 1� ��n LOT 39 ®r SUB-DIVISION 2 OF THE N.Y.STATE EDUCATION LAW. ` �V C ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL J' OF THE LAND SURVEYOR'S EMBOSSED SEAL OR INKED SEAL SHALL BE CONSIDERED �!_\ BA� 0 TO BE VALID COPIES V` CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYS c + SURVEYED B Y: ADOPTED BY THE N.Y.STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY I o STEVEN B A R Y L S K I IS PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING N.Y.S. L i C. N O. 050453 INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS zkcew OR SUBSEOUENT OWNERS. A. �5�45r3 P.O. B O/� 6005 UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS.IF ANY.ARE NOT SHOWN HEREON. ls� J ALL NATURAL FEATURES SHOWN ON SURVEY.INCLUDING BUT NOT LIMITED TO AND s SOUTHAMPTON, N.Y. 11969 BLUFF CREST.CLEARING.AND WETLANDS SHOULD BE VERIFIED WITH THE SEPTEMBER 7. 2022 APPROPRIATE REGULATORY AGENCY. 4332 PHONE: 631-283-4525 = STEVENQSBLSPC,COM SURVEY OF LOT 40 MAP OF GREEN ACRES AT ORIENT FILE No. 3540 FILED APRIL 13, 1962 SITUATED AT ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-15-01 -24 SCALE 1„=30' t . Id. ScoNN JULY 9, 1996 SRO JULY 26. 2005 ADDED EXISTING CESSPOOL & WELL AUGUST 1, �-1�� d :•OF Pp�EMEN� _ �0- � fOVp10 P�pE FEBRUARY 22, 2006 ADDED -PROP. ADDITION ND 05 UPDATERA ADDITIONAL SURROUNDING WELL & CESSPOOLS APRIL 19, 2006 ADDED PROPOSED SEPTIC SYSTEM EO BELGIAN APRIL 4, 2008 FINAL SURVEY BLOCK CURB 0� y a ' . a AREA = 19,051 .17 sq. ft. POND 0.437 ac. Q) CERTIFIED T0: .` 053 ..d d�w -e .,.. - oRr z// CHICAGO TITLE INSURANCE COMPANY \ ``0 N• e�C(I C UNDERD°ONwSTRU ON a�No/5 SPS/ G o TITLE No. 9608-260870 c N ° R / y O TAXIARHIS DAVANELOS Eo NG MO Gpe . \ 4 a CN�UN� MARIA DAVANELOS \ cOj -,A,- `�o Z� 100 Nc0 i 6/ Na,9 0 �\ � � a •. - \ / 00� WOoO 5 � S8�1. V'� e" ti// BENCN •s. �• � O PREPAR ANCE WITH THE MINIMUM 5 FOR T11 AS ESTABLISHED O 1 CH AND ADOPTED SEPj1K / $UCid•'@JS��Y31�NEW RK STATE LAND o �g ' SP11 G :�uNOS6tR l�i1 r / ` Po' coNc MON �Nc� 0.7:E- c ,- *'1=iCo e . LOTWoo to 557 H e r \ / 0 °-:::.• ��-' : N.Y.S. Lic. No. 50467 r-o UN cON - �o fo C.MoN' „ V I 9 m UNAUTHORIZED ALTERATION OR ADDITION o f o- �� LOT O TO THIS SURVEY IS A V10LAMON of SECTION TION ZL09 AW.F THE NEW YORK STATEEDUCA COPIES OF THIS SURVEY MAP NOT BEARING Nathan Taft Corwin III C N•'C THE LAND SURVEYOR'S INKED SEAL OR � N - EMBOSSED SEAL SHALL NOT BE CONSIDERED -4Land Surveyor o� TO BE A VALID TRUE COPY. k ANej CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE - TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION USILD HEREON,AND TO THE ASSIGNEES F THE LENDING INSTI— TU ION.CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727=2090 Fax (631)727-1727 THE EXISTENCE.OF RIGNT OF WAYS OFFICES LOCATED AT MA41NG ADDRESS AND/OR EASEMENTS-OF RECORD, IF 322 ROANOKE AVENUE P.O. Box 1931 ANY, NOT SHOWN.ARE NOT GUARANTEED. RNERHEAD, New York 11901 Riverhead, New York 11901-0965' ; Generated by REScheck-Web Software Compliance Certificate 1 Project Davanelos Residence Energy Code: 2018 IECC Location: Southold, New York I Construction Type: Single-family Project Type: Addition Climate Zone: 4 (SS72 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1300 Greenway West Taxiarhis Davanelos Ida Galea Orient, NY 11957 99 80th Street Ida Galea,Architect Brooklyn, NY 11209 1359 81st Street 646-244-8600 Brooklyn, NY 11228 newdeltamgt@gmail.com 718-259-4095 galea.arch@gmail.com Compliance: Passes using UA trade-off Compliance: 8.8%Better Than Code Maximum UA: 68 Your UA: 62 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Per meter Ceiling:Cathedral Ceiling 400 55.0 0.0 0.019 8 Wall:Wood Frame, 16" o.c. 255 32.0 0.0 0.047 4 Window:Wood Frame 48 0.310 15 SHGC:0.31 Window 1:Wood Frame 120 0.290 35 SHGC:0.31 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in RESchXXeck11Version :_REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. J-�Il (Xa(Ca. ��.G� '00 // .0 0.12/ Name-Title Signature Date 1 i Project Title: Davanelos Residence Report date: 02/11/21 Data filename: Pagel of 9 I REScheck Software Version : REScheck-Web ( Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified Field Verified # Pre-Inspection/Plan Review Complies? Comments/Assumptions & Req.ID Value Vaiue 103.1, ,Construction drawings and ❑Complies I 103.2 documentation demonstrate i: . ' []Does Not [PR1]1 ;energy code compliance for the Ilk buildin 9 envelope.e.Thermal I❑Not Observable `` ;envelope represented on t. ' .,❑Not Applicable ;construction documents. 103.1, :Construction drawings and ';❑Complies 103.2, documentation demonstrate +❑Does Not 403.7 energy code compliance for [PR3]1 ;lighting and mechanical systems, t _•, .. ❑Not Observable J ;Systems serving multiple �❑Not Applicable '.dwelling units must demonstrate i .1 ;compliance with the IECC '. ;Commercial Provisions. i° l 302.1, i Heating and cooling equipment is; Heating: Heating: ;❑Complies 403.7 (sized per ACCA Manual S based '. Btu/hr Btu/hr :❑Does Not '. [PR2]2 ion loads calculated per ACCA ; Cooling: '. Cooling: Manual J or other methods I Btu/hr Btu/hr ❑Not Observable approved by the code official. '.❑Not Applicable I Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Davanelos Residence Report date: 02/11/21 Data filename: Page 2 of 9 Section #: Foundation Inspection .: Complies? Comments/Assumptions:. & Req.ID 303.2.1 A protective covering is installed to ;❑Complies [FO11]2 ;protect exposed exterior insulation !❑Does Not j and extends a minimum of 6 in. below 0) ;grade. ;❑Not Observable !❑Not Applicable 403.9 ;Snow-and ice-melting system controls;❑Complies [F.O-1212- .,;installed. ;❑Does Not g� ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 J Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Davanelos Residence Report date: 02/11/21 Data filename: Page 3 of 9 section •plans.Verified Field Verified: # Framing/Rough-In Inspection .: Complies? Comments/Assumptions & Req.ID. -Value Velue 402.1.1, Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not table for values. 402,3.3, 402.5 ;❑Not Observable [FR2]1 i ;❑Not Applicable 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 :are determined in accordance I 1:.: ❑Does Not with the NFRC test procedure or ,. + ;taken from the default table. ;❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ?❑Complies j [FR23]1 :installed per manufacturer's i❑Does Not instructions. ❑Not Observable k _ _,_?❑Not Applicable 402.4.3 ;Fenestration that is not site built i 4 ;❑Complies [FR20]1 Ns listed and labeled as meeting } - i❑Does Not J :AAMA/WDMA/CSA 101/I.S.2/A440 f-=_ ❑Not Observable or has infiltration rates per NFRC -,:![]Not Applicable l 400 that do not exceed code _ PP limits. '. 402.4.5 ;IC-rated recessed lighting fixtures : ,_ ❑Complies [FR16]zsealed at housing/interior finish = ❑Does Not and labeled to indicate s2.0 cfm _ ;leakage at 75 Pa. �.;.`.=`,': ,:: ❑Not Observable ❑Not Applicable 403.3.1 ;Supply and return ducts in attics `;.;' ; ;...; .'.:._;; = l;❑Complies [FR12]1 insulated>=R-8 where duct is " ' i❑Does Not e >=3 inches in diameter and>= I R-6 where<3 inches.Supply and ❑Not Observable ;return ducts in other portions of ❑Not Applicable :the building insulated >= R-6 for ;diameter>=3 inches and R-4.2 111 ;for<3 inches in diameter. 403.3.2 ;Ducts,air handlers and filter ❑Complies [FR13]1 boxes are sealed with ❑Does Not r � joints/seams compliant with International Mechanical Code or ` ❑Not Observable International Residential Code,as j❑Not Applicable applicable, 403.3.5 j Building cavities are not used as j❑Complies [FR15]3 ducts or plenums. JODoes Not T❑Not Observable I❑Not Applicable 403.4 ;HVAC piping conveying fluids RI R- ;❑Complies [FR17]2 ;above 105°F or chilled fluids ❑Does Not j below 552F are insulated to?R- U 3 ;❑Not Observable ' ❑Not Applicable 403.4.1 i Protection of insulation on HVAC f❑Complies [FR2411 (piping. ,-` ;❑Does Not 110—' ' , bNot Observable i❑Not Applicable 403.5.3 ?Hot water pipes are insulated to R- R- ;❑Complies [FR18]2 12--R-3. ❑Does Not J I j❑Not Observable { ❑Not Applicable 403.6 ;Automatic or gravity dampers are', s❑Complies [FR19]2 _;installed on all outdoor air intakes and exhausts. ❑Does Not�' "" ❑Not Observable -I❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low impact(Tier 3) Project Title: Davanelos Residence Report date: 02/11/21 Data filename: Page 4 of 9 Additional ComMents/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Davanelos Residence Report date: 02/11/21 Data filename: Page 5 of 9 Section Plans'Verified' Field Verified .. # Insulation Inspection>:.' , Co . mplies?: : Comments/Assumptions ue. Va ue Req.ID a 303.1 ;All installed insulation is labeled �:';'~`" t❑Complies [IN13]2 for the installed R-values _ :;;❑Does Not j provided. { J I ❑Not Observable , 1. "z❑Not Applicable 402.1.1, I Wall insulation R-value. If this is a; R- R- ❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/z of the E] Wood ;❑ Wood :F-]Does Not ;table for values. 402,2,6 wall insulation on the wall ;❑ Mass ❑ Mass ;❑Not Observable [IN3]1 exterior,the exterior insulation ; ;requirement applies(FR10). E] Steel E] Steel ;❑Not Applicable ; 303.2 ;Wali insulation is installed per ❑Complies [IN411 I manufacturer's instructions. �~:: ❑Does Not 1❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Davanelos Residence Report date: 02/11/21 Data filename: Page 6 of 9 Section. Plans-Verified Field Verified Final Inspection:Provlsions Complies? 'Comments/Assumptions" . Value..: Value & Req:ID ; 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood �❑Does Not table for values. 402.2.2, 402.2.6 '❑ Steel ❑ Steel ;❑Not Observable [Fill' ;❑Not Applicable 303.1.1.1„Ceiling insulation installed per ' ❑Com lies ' 303.2 manufacturer's instructions. : ;`, I❑DoesNot [FI211 !Blown insulation marked every ;300 ft2. -..,.!❑Not Observable ; _ _ . '1❑Not Applicable 402,2.3 lVented attics with air permeable J❑Complies [F12212- - iinsulation include baffle adjacent 1❑Does Not Ito soffit and eave vents that extends over insulation. f ;❑Not Observable _l❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [FI3]1 !insulation >_R-value of the ;❑Does Not adjacent assembly. ❑Not Observable ; ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= ;❑Complies [FI17]1 :ach in Climate Zones 1-2,and ;❑Does Not j<=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3,3 ;Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies [F[27]1 :determine air leakage with ft2 ft2 ❑Does Not f either: Rough-in test:Total ;leakage measured with a :❑Not Observable pressure differential of 0.1 inch ❑Not Applicable i w.g.across the system including the manufacturer's air handler enclosure if installed at time of I test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch ;w.g,across the entire system including the manufacturer's air ;handler enclosure. 403.3.4 I Duct tightness test result of<=4 cfm/100cfm/100 ;❑Complies [FI411 I cfm/100 ft2 across the system or ft2 ft2 ❑Does Not I<=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ;❑Not Observable ;tests,verification may need to ;❑Not Applicable j occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated `' ,;❑Complies [FI2411 by manufacturer at<=2%of [' �❑Does Not design air flow. i ;❑Not Observable "..?❑Not Applicable 403.1.1 !Programmable thermostats [FI9 '' '❑ Complies :jz I installed for control of primary {{ ❑Does Not 1 heating and cooling systems and C _ i initially set by manufacturer to ;:,.'ir:;'l: r •' !F-]Not Observable i f❑Not A !code specifications. App 403.1:2, j Heat pump thermostat installed ;. '❑Complies [FI10]z !on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1_ ;Circulatingservice hot water r: ',❑Complies [FI11]2 i systems have automatic or ❑Does Not accessible manual controls. "❑Not Observable I❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Davanelos Residence Report date: 02/11/21 Data filename: Page 7 of 9 `Section Plans;Verified ::Field"Verified ` #:" Final inspection-Provfsions . .". Complies?� -Comments/Assumptions; & Req:ID :. -.,,Value:„ 403.6:1 jAll mechanical ventilation system t;;: ' ::;;'':.sA.`: - !❑Complies ,[F125]2 :fans not part of tested and listed J❑Does Not 1 HVAC equipment meet efficacy - i ❑Not Observable ; and air flow limits per Table ; ❑ 18403.6.1. Not Applicable r' 403:2 !Hot water boilers supplying heat i' `_} "° : = '; ' = '❑Complies [FI2612 .through one-or two-pipe heating ❑Does Not systems have outdoor setback ".;control to lower boiler water .; =' `' " ,_ .' j❑Not Observable ; ;temperature based on outdoor ''' `_, : - ❑Not Applicable _ temperature. f = d 403.5.1.1 ;Heated water circulation systems ; : ',: '4 ;❑Complies (FI28]2 'have a circulation pump.The i❑Does Not jsystem return pipe is a dedicated return pipe or a cold water supply ❑Not Observable ; I pipe.Gravity and thermos- _ ❑Not Applicable : syphon circulation systems are ' not present.Controls for `: `• -. circulating hot water system l pumps start the pump with signal i for hot water demand within the ioccupancy.Controls automatically turn off the pump when water is in circulation loop : is at set-point temperature and = ' f no demand for hot water exists. 403.5.1.2.-{Electric heat trace systems h. ~_ ❑Complies [Fl29]2 i comply with IEEE 515.1 or UL Y ❑Does Not -i 515. Controls automatically j adjust the energy input to the _;, ri.. I❑Not Observable _{❑Not Applicable i heat tracing to maintain the ' - i desired water temperature in the ipiping• f d 403.5.2 ;Demand recirculation water ❑Complies [F130]2 systems have controls that i❑Does Not {'r: manage operation of the pump temperature of the _ []Not Observable and limit the tem P -_.-INot Applicable : .4 water entering the cold water )❑ piping to<=1044F. 403.5.4- '1 Drain water heat recovery units .,.';❑Complies [Fl3T]2 •',tested in accordance with CSA I' ❑Does Not 655.1. Potable water-side `` ., .,::. `-,.`r•. • _. . =! 1 pressure loss of drain water heat !:. " `,': []Not Observable ; Irecovery units<3 psi for ; L1 Not Applicable 1 individual units connected to one or two showers. Potable water- :side pressure loss of drain water heat recovery units<2 psi for JVi ' - individual units connected to ,three or more showers. (' 404.1 90%or more of permanent ❑Complies [FI6]1 :fixtures have high efficacy lamps.�:_ :< ❑Does Not "- ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ; :=Z•; ;❑Complies [FI23]3 !no continuous pilot light. ❑Does Not Not Observable j j❑Not Applicable : 401.3 ;Compliance certificate posted. ]❑Complies [FI7]zj❑Does Not : ❑Not Observable I ' •�❑Not Applicable 1 High Impact(Tier 1) ,2: 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Davanelos Residence Report date: 02/11/21 Data filename: Page 8 of 9 I section Plans Verified Field Verified - # Fin'al.Inspection.Provisions:.. Complies?.= 'CommeotslAssumptions &:Req.ID Value Value 303.3_ Manufacturer manuals for t' = ' Complies (171 18]3 (mechanical and water heating tt_ . ;Does Not systems have been provided. 4 �EINot Observable - iElNot Applicable Additional Comments/Assumptions: i 11 High Impact(Tier 1) 2.. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Davanelos Residence Report date: 02/11/21 Data filename: Page 9 of 9 i 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 32.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 55.00 Ductwork (unconditioned spaces): D. . LI-Factor Window 0.29 0.31 Door Cooling,Heating & Heating System: Cooling System: Water Heater: Name: Date: Comments ZONING CALCULATIONS : SITE PLAN NOTES ( AS APPL-ICABL-E ,� LOT: 30 APPRO ED ASN SE LOT: 42 DATE: B.P.# LOT INFORMATION: FEE:1 . PROPOSED CONSTRUCTION WILL NOT HAVE ANY EFFECT ON ANY EXISTING STRUCTURES — S 74° 36 00 w I NOTIFY BUILDING REs-RTMEN T ADDRESS: 1300 GREENWAY WEST, ORIENT N.Y. 11957 ADJOINING BUILDING, ADJOINING LOT OR ANY SERVICE FACILITIES. — --�_ _ 765-1802 8 AM TO 4 PM FOR H BLOCK: 1 LOT: 40 ----..._.__ — 150.88' ZONE: R-40 RESIDENTIAL LOW-DENSITY (ONE-ACRE MINIMUM) SECTION 280-5 — FOLLOWING 1. FOUNDATION VU'O- TWOINSPECTIONS: —"' "� REQUIRED USE: SINGLE FAMILY WOOD FRAME DWELLING 2. THE OWNER/BUILDER OF THE REFERENCED PROPERTY STATES THAT THE WORK TO BE DONE —_.._ — FOR POURED CONCRETE UNDER THIS APPLICATION WILL HAVE NO ADVERSE EFFECTS ON ANY SURROUNDING PROPERTIES I — 2. ROUGH - FRAMING & PLUMBI 1 REGARDING STORM WATER DRAINAGE. 3. INSULATION LOT AREA: 19.051.0 SF (EXISTING NONCONFORMING LOT) MINIMUM STANDARDS AS PER SECTION 280-124 4. FINAL - CON.TRUCTIr)N MUS BE COMPLETI_ F ,�- �_;0. 3. THERE ARE NO STREAMS OR WATER COURSES ON OR WITHIN 50'-O" OF THIS PROPERTY AS PER o ALL CONSTRUCTI'N HALL MET THE MAXIMUM LOT COVERAGE: ALLOWABLE LOT COVERAGE: 20% OF ENTIRE LOT AREA AS PER SECTION 280-124 SURVEY PREPARED BY JOSEPH A. INGEGNO LAND SURVEYOR. M REQUIREMENTS OF THE CODES F NEW YORK STATE. NOT RESPONSIBLE: FOR EXISTING LOT AREA: 19,051 SFC=) ¢ / I DESIGN OR CONSTRUCTION EF R 19,051 SF X 20% = 3,810.2 SF MAXIMUM ALLOWABLE LOT COVERAGE 4. DRIVEWAY AND PARKING AREA TO BE 4 THICK ASPHALTIC CONCRETE ON 3 DENSE GRADED STONE BASE. REFER TO DETAIL. EXISTING LOT COVERAGE: 2,153.12 SF (INCLUDES BUILDING & DECK) (11% LOT COVERAGE) v °� PROPOSED LOT COVERAGE: 2,517.12 SF (INCLUDES BUILDING & DECK) (13% LOT COVERAGE) COMPLY WITH ALL DES OF � I— NEW YORK STATE & To 'VN CODES m AS REQUIPED AND COIjill I 1UNS oF MINIMUM YARD REQUIREMENTS: 19'-8" 14'-0" 35-6" 'y"'T' 1 m TQVN,713A LOT: 41 (MIN REQ'D FRONT YARD 35'-0") W T DINOO! ATE ISSUE OR REVISION MINIMUM FRONT YARD: 35' AS PER SECTION 280-124 AREA OF NEW ROOF ;�__ ' " ' " iv OVER EXISTING EXISTING OPEN PROPOSED FRONT YARDS (CORNER LOT): 35-6 & 56 -3 WOOD DECK WOOD DECK E AREA OF NEW ' US i EES O �? GARAGE _ zo ADDITION MINIMUM SIDE YARD: 10 AS PER SECTION 280-124 � I _ I o }- PROPOSED SIDE YARD: 49'-2" (MIN REQ'D SDE YARD 10'-0") 36'-0" �16-3" N Q AREA OF 2nd �/ r MINIMUM REAR YARD: 35 AS PER SECTION 280-124 EXISTING ONE FLOOR 14'-0" OCCUPANCY OR FAMILYENLARGEMENT 0 0 0 0 0 z �' N TWO STORY 00000°0° USE I , PROPOSED SIDE YARD: 40-5 FRAME HOUSE �o E STORY °000000° I S UNLAWF MAXIMUM BUILDING HEIGHT: I N PORTION � 0000°000 " 0000°°°° w WITHOUT CERTI I "ATE io 0°000°0° N 00000000 °0000°°° W OF OCCUPANCY MAXIMUM BUILDING HEIGHT: 35'-0" 36'-0" 15'-3"/ 00000000 EXISTING BUILDING HEIGHT: 17'-0" 0°0°0°0° PROPOSED BUILDING HEIGHT: 24'-3" 51'-3" o°o°o°o° planting area °0000000 W o 0 0 o r`�'� °o°o°o°o _"It CD O I oOOOOOOO ¢ I � °o°000°o r o o°o°o°oo �„� z N °o°o°o°o o 0 00000000 N EXISTING ASPHALT DRIVEWAY c" N ° 000000°° EILtrCTRICAl� TO BE REMAIN M 0°0 °°0° � z SPECTION REQUIRED Cr 0 0000 Z M °000°o°o PLUMBING FIXTURE SCHEDULE �_ 0000000c � Z 00000000 NEW ASPHALT I WASTE OR I °0000000 DRIVEWAY 000 FIXTURE SOIL VENT CW HW REMARKS °00000 (442 SQ. FT.) LOT: 40 o � ( _ 0°° PLUV,BER CER TIFICATIO J TOILET 4" 2" 1/2" - _ ON LEAD CONTENT BEFO l _ _ o LAVATORY 1 -1/2" 1-1/2" 1/2" 1/2" _ 68° 3 CERTIFICATE OF OCCUPA Y' ' 20" E 150.00' SOLDER USED IN V'✓ATo, SINK 2" 1-1/2" 1/2" 1/2" EDGE OF PAVEMENT SUPPLY S YS TE&I.CA NNO F CLOTHES WASHER 2" 1 -1/2" 1/2" 1/2" EXCEED 2/10 OF 1%LEA N 0 R T H S E A D R I V E NOTE: ALL VENTS TO EXTEND A PLUMBING MIN. 2'-0" ABOVE FINISHED ROOF Blower door ALL PLUIME!NG A"STE SITE PLAN R INES f and ductwork &WATER L1t•�ES NEED IDA GALEA TErTING..BEFORE COVERING ARCHITECT ROOF SCALE: 1/16" = 1'-0" testing required. 1359 81st STREET 4 BROOKLYN, NY 11228 RETAIN STORM WATER RUNOFF (718) 259-4095 PURSUANT TO TER 236 galea.arch@gmail.com LEGEND & SYMBOLS ABREVIATIONS Must provide Manuals OF THE TOVNN CODE. 2 1-1/2" 2" 1-1/2" EXISTING WALL TO REMAIN BATH BATHROOM D, 1 and S as per B.T. BATHTUB NYS Energy Code THIS DOCUMENT IS THE PROPERTY AND 2T EXISTING WALL TO BE REMOVED C.1. CAST IRON COPYRIGHT OF THE ARCHITECT FOR THE NEW S Op NEW 2" X 4" WOOD STUD WALL: C.O. CLEAN-OUT N w CL. CLOSET SPECIFIED PROJECT AND SHALL NOT BE NEW N W DRAWING LIST pQ NOT PROCEED WITH LAVA ORY TOI ET WASHER SI K INTERIOR: W/5/8" FC 60 DRYWALL EACH SIDE D. DRYER FRANIING UNTIL SURVEY USED OR REPRODUCED WITHOUT WRITTEN EXTERIOR: W/ 5/8" FC 60 DRYWALL AT INTERIOR SIDE, DW. DISHWASHER SHEET N0. DRAWING TITLE OF FOUNDATION LOCATION R-11 BATT INSULATION, 3/4" EXTERIOR GRADE PLYWOOD, DR. DRAIN HAS BEE 1 APPROVED., AUTHORIZATION. 1st FLOOR R-5 CONT. INSUL ON EXTERIOR AND SIDING EXT'G EXISTING F.P.S.C. FIRE-PROOF,SELF-CLOSING T-001.00 SITE PLAN, NOTES, LEGEND & ZONING FT FEET REScheck C.0. 1-1/2" 4" 2" 2" C O NEW CMU FOUNDATION WALL G I. GALVANIZED IRON A-101.00 10 k EXISTING & PROPOSED CELLAR PLANS 4" 4" H.C. HANGING CABINET ABOVE A-102.00 EXISTING & PROPOSED FIRST FLOOR PLANS L >S�1 EXISTING BUILDING WALLS - PROVIDE NEW K,ETTE KITCHENETTE R-11 BATT INSULATION (SEE PLANS FOR LOCATION) LDR. LEADER A-103.00 EXISTING & PROPOSED SECOND FLOOR PLANS W I— LIN. LINEN CLOSET A-104.00 EXISTING & PROPOSED ROOF PLANS C� M.C. MEDICINE CABINET A-201.00 EXISTING ELEVATIONS TO EXISTING HOUSE TRAP �o�o�o�o�o� NEW 4" ASPHALT DRIVEWAY 0.C. ON CENTER A-202.00 PROPOSED FRONT & SIDE ELEVATIONS Z LLJ R. RANGE A-203.00 PROPOSED REAR & SIDE ELEVATIONS W REF. REFRIGERATOR A-301.00 DETAILS, NOTES & WINDOW SCHEDULE r--) Z RT. RUNING TRAP S SINK A-302.00 BUILDING SECTION & DETAILS (f) PLUMBING RISER DIAGRAM S. SOIL STACK c >- SF SQUARE FEET S.R. SHEETROCK V. VENT STACK W. WASTE STACK (f) W W W.B. WASH BASIN O LLJ Z W.C. WATER CLOSET In N W.I. WROUGHT-IRON g W.I.CL. WALK-IN-CLOSET �— VVM• WASHING MACHINE(SPACE) wcm Z Z w X.H.C.1. EXTRA HEAVY CAST IRON o Q IBJ o o C) DRAWING DRAWING TITLE SITE PLAN, NOTES, LEGEND, ZONING & DOB NUMBER PLUMBING RISER DIAGRAM DATE FLOOR PGP.LE•I 01.18.2021 1, 2 SCALE DRAWN BY AS NOTED IG DRAWING NO. 030 ° , d T-001 .00 OF SIGNATUY-LICENSE-- 0'. 030609 DOB SEAL &SIGNATURE 1 OF 11 1 1 E111 BR ol I I I I .�---- �- 12" ,r-o" 12" 6 --'�-----�---- —a-- �--- EXT'G SLAB ON GRADE N „------------------------------------ N EXIST NG EXISTING OPEN CELLAR (NO WORK) 2' W X 1' DEEP BOILS R CONC FOOTING r---------------------------- ° (TYP) EXIS-IING7 ]2" BLOCK 2' 0° 1 101 OIL TANK FOUNDATION WALL 1 I I (TYP) 12" i �p EXT'G SLAB ON GRADE ' � I I N ; N0. I DATE ISSUE OR REVISION ie I I � I I 51.3' ' I I I , I I I I I I 1 I e •. I NEW 4" SLAB ON GRADE EXISTING CELLAR PLAN SEE DETAIL DWG A-302 N N SCALE: 1/8" = 1-0" , I I I I I I I I , I I I ' 1 I I I I I I UP i 9R I I I I I I I I I I I I I I I I I I I I I I ' I I 1 - ---------------------------- ------------------------- --- - 10 ----------------------- -- J 1 , 12" 12'-0" 12" 1 , --------o-----------e----------- ----------o------L----e--------- EXT'G SLAB ON GRADE 14'-0l> 10 EXISTING EXISTING CELLAR (NO WORK) BOILER IDA GALEA ARCHITECT 1359 81st STREET BROOKLYN, NY 11228 (718) 259-4095 golea.arch@gmail.com EXISTING OIL TANK THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF THE ARCHITECT FOR THE SPECIFIED PROJECT AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN EXT'G SLAB ON GRADE AUTHORIZATION. W � z w EXISTING CELLAR PLAN a rr� SCALE: 1/4" = 1-0" W Q � z C) w z -� Q wz z oQ o w DRAWING TITLE EXISTING & PROPOSED CELLAR PLANS DOB NUMBER <� GPLEq c DATE FLOOR CI I, o� 01.18.2021 CEL SCALE DRAWN BY AS NOTED IG 030`0 DRAWING NO. A- 101 . 00 SIGNATURE' 'NY LICENSE NO, 030609 DOB SEAL& SI(GNATURE 3 OF 11 WOOD DECK 1R WOOD DECK J I I II I Wp ©© AREA OF EXISTING HOUSE AREA OF NEW GARAGE GUEST BEDROOM BATH �I© KITCHEN NO BULK CHANGE I ENLARGEMENT 113 S.F. I i14'-0" 11 ol CL 1T, 9-4 9-4 4'-6" 9'-6" 1J i hal i (2) 2" x 10" JOISTS STAGGER BOLTED TOGETHER DL GARIII oa � I I -11III II II --__-__-___---- -------- --_--� Q c ao jj'' EXYG Y>I iD'JOIS15I ' F------y 0 16'D.C. T {--------� I I -I II I 6" x 6" WOOD POST I DINING ROOM r--aslrNipGEq__, I M - (TYP FOR 3) LIVING ROOM ------ 164 S.F. r — — Oj 263 S.F. r NEW ROOF OVER EXT'G WOOD DEC K 13R 'UP AREA 3R _ Oc EXTG WOOD BURNING AN Fire €epart 1 N0. DATE ISSUE OR REVISION I � C-3 I PIZZA OVEN M 1-❑� required au p3 r WOOD DECK R WOOD DECK L � NYS Code 1 A 1 51.3' N I 2" x 10" JOISTS 1 1 \ 16" O.C. EXISTING FIRST FLOOR PLANI I I o LO co SCALE: 1/8" = 1-0" I I ADD ONE STEP TO ACCOUNT A 13'-0" " N I I FOR BUILD UP OF FLOORA-302 03 1 1 2" x 10" LEDGER BOARD BOLTED TO STRUCTURE I REF. I � 3'-0" x 61-8,1 GUEST BEDROOM SHO j DW. DN DN NEW GARAGE 113 S.F. i M 1R 329 S.F. o �2 BATH �,.c. E KITCHEN _-- ca lo 4'-9 1�2'1; 2' 0" pIo 179 S.F. <J - , CLOSET WASHER DRY o L0 2'-10" ��° �' �' 3'-O" o 0 CL6" 7'-0" 7'-0" 3 BUILD UP FLOOR TO ADD 14'-0" DN PLUMBINGPIPES, CL CL 1R HEATING INSULATION APPROX " 7 PROVIDE -5 CONT INSUL °° & R-21 ATT ---------------, 02 A N i 1 � r---------------, _ DA GALEA -------------- NEW F A I LY ROOM ARCHITECT 1 ' \` '---------------' 298 S.F. 1359 81st STREET - EXT'G 2" x 10" JOISTS Q BROOKLYN, NY 11228 @ 16 O.C. z (718) 259-4095 oz LIVING ROOM DINING ROOM 14' 10" galea.archC�gmail.com 263 S.F. 164 S.F. UP UP 'P" 13R 13R AT EXISTING WALLS - PROVIDE R-11 BATT INSULATION THIS DOCUMENT IS THE PROPERTY AND P' AT INTERIOR AND R-5 RIGID COPYRIGHT OF THE ARCHITECT FOR THE 01 INSULATION AT EXTERIOR SPECIFIED PROJECT AND SHALL NOT BE 7'-10" 7'-10" USED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION, PLANTING AREA A A-302 W � z w w � � o n-- PROPOSED FIRST FLOOR PLAN w Q >- SCALE: 1/4" = 1-0" Z U W Z �I C r, N 1— O � C[ Q W O O r O_ C O a DRAWING TITLE EXISTING & PROPOSED FIRST FLOOR PLANS DOB NUMBER GC T x'; DATE FLOOR a� e�P .� J'�a 01.18.2021 1 SCALE DRAWN BY AS NOTED IG 10 w DRAWING NO. A- 102.00 SIGNATURE & NY 3609 DOB SEAL& SIGNATURE 4 OF 11 REMOVE EXT'G METER 35-10' AND ROOF MEMBRAINE DOWNAITO G ROOF STRUCTURE ;7\ SH NB W.C. W.C. BEDROOM #t BATH BATH BEDROOM #2 159 S.F. ". a 162 S.F. ———————————————————————————— -------� CL CL EXISTING ONE STORY I GARAGE ROOF , I CL AREA OF NEW 2nd FLOOR I I N & ROOF ENLARGEMENT. cz I � 6 w I � cn w0 I C> w I o p cn O� BEDROOMS BEDROOM #4 i p o 123 S.F. STUDY AREA 123 S.F. 142 S.F. I N ct, wLLJ o I 0 0 w --j ` I � a P i NEW 3 TAB SQUARE BUT FIBERGLASS o 1 ROOFING SHINGLES ON 15# ASPH. o CD COVERED DECK I FELT PAPER WITH 4" MIN OVERLAP. 73 S.F. CD O I I I I N 10'-11" 14' L 10-11 AREA OF EXT'G 2nd FLOOR AREA OF 2nd FLOOR A i NO. DATE ISSUE OR REVISION & ROOF (NO WORK) & ROOF ENLARGEMENT A-302 2 x 12 RIDGE BEAM 35,-10" [15-3' 00 4'-9" '-6" 5'-0" I iL CD f I EXISTING SECOND FLOOR PIAN SCALE: 1/8" = 1-0" --------------------- - EX 2"x12_' PUDL -------- ------ "P II o __ _ _ NEW 2" x-12" PURLIN BEAM I� m �l cn ------- _ nf S ER TUB - ---- 123'-5" ----- --------- 2µD10 " x n ¢ w I I m N C 1 O II o I % CLL BATH BATH ENLARGED BEDROOM 2 NCD BEDROOM #1 „ _ I 159 S.F. B g 8 B 285 S.F. i Ln � ii N I .o, Hill I x CL I - �6, n ----------� CL o `�• „ --- ------ I I I I 08 3'-0" 3'-0" ' CL 4'-0" �I -------- _ _ _ I 6'-0" --- __ ------- -—-—-—- E - 2"x12" RIDGE BEAM --- ----- P cam, 10 NEW 2" x 12" RIDGE BEAM II CV I� II II ,I I 0 CL CD I OO BEDROOMS ENLARGED BEDROOM #4 " Q 123 S.F. 298 S.F. `� NC> ;i STUDY AREA 142 S.F. �6�4 IDA GALEA EXT'G 2"x12" PURLIN BEAM I ARCHITECT I 1359 81st STREET --------------------- ------------- ---- ------------------------- - ---- �� NEW 2 x 12 PURLIN BEAM I BROOKLYN, NY 11228 (718) 259-4095 3'-101/2" 04 7'-6" 05 3'-101/2" 70, galea.arch@gmail.com COVERED DECK 15'-3" ol 73 S.F. A THIS DOCUMENT IS THE PROPERTY AND 2"x8" BEAM (P.T.) A-302 COPYRIGHT OF THE ARCHITECT FOR THE SPECIFIED PROJECT AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. W � U C� z W D C� PROPOSED SECOND FLOOR PLAN SCALE: 1/4" = 1-0" z o w z l/ , N_ W �✓ O I- OA W v / ly W DRAWING TITLE EXISTING & PROPOSED SECOND FLOOR PLANS DOB NUMBER ED ARe DATE FLOOR \oP�At , h'�,• 01.18.2021 2 SCALE DRAWN BY AS NOTED IG 03060') DRAWING NO. OF ���� � A- 103.00 SIGNATURE 3i`N1NSE�NO, 030609 DOB SEAL & SIGNATURE 5 OF 11 1�== i I RAILING AND ROOF MEMBRANE TO BE REMOVED DOWN TO ROOF STRUCTURE AREA OF ENLARGEMENT OF 2ND FLOOR -- _— �IrTI �I�II 11 �I�I� 11 111 I�II� 11 11�11� �I�I� I,II II II II II II II II II II II II II II II I I II II II II II II II II II II II II If II II II II III III I II II III III II II I IIII �II I II IIII III II II II IIII III II II III III II II II II 1�11�J 1L11�.1 ll_..11 TLILTI WI IL11 .LIJIT LTJ ILII-1111�1 II I�7 V j iT�y T ' T ' ' ' - _,'/]/ T III Y7Lh EXISTING GARAGE DOOR AND DOOR COMPONENTS TO BE REMOVED I _ i I I NO. DATE ISSUE OR REVISION I I �T II I i I I 1 I I , I I , 1 AREA OF EXISTING WALL TO BE REMOVED I ------------- i I I I I s ! AND NEW WINDOW TO BE INSTALLED I I I I I I I ---------------------------------------------------------------------------------- 1 I 1 ' i 1 I 1 II It_______________________________.J I I I i 1 I I I I I I I I I I I I 1_J I 1 1 EXISTING FRONT ELEVATION EXISTING SDE ELEVATION (EAST] SCALE: 1/4" = 1-0" SCALE: 1/4" = 1-0" — - — — — AREA OF EXISTING WALL AND SLIDERS TO BE REMOVED AREA OF 2ND FLOOR EXTENSION OVER EXISTING — ' ' � ONE STORY GARAGE RAILING AND ROOF MEMBRANE TO BE REMOVED _ DOWN TO ROOF STRUCTURE F— �i— — -1� — / AREA OF ENLARGEMENT OF 2ND FLOOR � ' II II ' I I I I Ili RAILING AND ROOF MEMBRANE TO BE REMOVED ' I) I I I III III I I III DOWN TO ROOF STRUCTURE AREA OF ENLARGEMENT OF 2ND FLOOR IIfI III.1I1I 1I1I 1I1I 1IILII1I 1I1I I1LI LII11ILI IIIL1I1I I1llI II11IILI1I11II11I1I JII11IILI11I1I11ILI III11II1I11I 1II11ILI I1 I IIII �I — II IIII I IISIT 11 11 1 1 IIII I I I I 1Il I III II III IDA GALE ATni TinTin nl7in Fria SITI 11 nl� IHIS1111TIR IR T 1ITInlTi [RIF IITR 1111 911II II II II IIII IIII II II II IIIIII II II II II II II II III1111 1111 11 I 1 1111 11111111111 1 I ll ll llfill ARCHITECT I II II II II II I � ILI I 1359 81st STREET II 1L-II-ItU L11 111 ILIIl Illl ILJI ill 111 llJ11LIL111LIIJl I I ILll 11ILIl lUl 11JJ 11111LIL1� I BROOKLYN, NY 11228 - - =—n= — - - - - �_ - - — - - - - —_ - - - (718) 259-4095 go ea.arcgmail.com III IIII III - III IIII III THIS DOCUMENT IS THE PROPERTY AND ' ' / ' III IIII III COPYRIGHT OF THE ARCHITECT FOR THE I I I I lu L= ' ' ' ' SPECIFIED PROJECT AND SHALL NOT BE E�L I I I I I I I I I USED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. I I 1 I t t I I AREA OF EXISTING WALL TO BE REMOVED AND NEW WINDOW TO BE INSTALLED U (� I Z W ------- i 1-J i I w 1 I 1 I ---------------------------- 1 1 I u I I 1 r-j ' I ly L , I _J _ I I 1 I I I j I L____________________________________________________________________________________________________________________________ C/^' I _______________________________________________________________________J 1 C) w z EXISTING REAR ELEVATION EXISTING SDE ELEVATION (WEST) _ w 1- SCALE: 1/4" = 1-011 SCALE: 1/4" = 1-0" w amZ c- 6&9 0 W Q (z a .a_ 0 (::D ca— DRAWING TITLE EXISTING ELEVATIONS DOB NUMBER �F F-D AR DATE FLOOR °PGF'4 y 01.18.2021 CEL, 1, 2 a d; SCALE DRAWN BY AS NOTED IG U) �` D 030608 DRAWING N0.OFR�E� ° A- 201 .00 SIGNATURNSA NO. 030609 DOB SEAL&SIGNATURE 7 OF 11 NEW ROOF-APPROVED TYPE ASPHALT STRIP SHINGLES #235 SELF-SEALING (3 TAB) MANUFATURED BY G.A.F. AREA OF 2ND FLOOR AND CORP. CLASS "C' MEA #3070M OVER #15 FELT (MIN. 4" _ _ _ _ _ _ _ �— ROOF ENLARGEMENT LAP) ATOP 1/2" EXTERIOR GRADE PLYWOOD SHEATHING. . AND NEW GARAGE NEW ROOF-APPROVED TYPE ASPHALT STRIP SHINGLES — — — — — #235 SELF-SEALING (3 TAB) MANUFATURED BY G.A.F. CORP. CLASS "C" MEA #3070M OVER #15 FELT (MIN. 4" _ _ _ _� LAP) ATOP 1/2" EXTERIOR GRADE PLYWOOD SHEATHING. 1 Of I � o w � C.D 'E'L� 1 w I= 0 1 o � 00 "' N OO N J RIGID VINYL SIDING - CEDAR IMPRESSIONS BY _ 08 CERTAINTEED OR APPROVED EQUAL. 5" EXPOSED I PERFECTION SHINGLES. COLOR BY ARCHITECT I N -- ' z � Ng x J \ \ / /" ❑ L- �� oFy - 00 ` NEW RAGE I ' NO. DATE ISSUE OR REVISION I IJ I % - �\ DOOR ----- - - I \ / I I I l I I 1 rJ I I I I --------------------------------------- ----------1-------------------------------------------------------------------------J I 1 1 1 1 I I I I NEW ROOF-APPROVED TYPE ASPHALT STRIP SHINGLES RIGID VINYL SIDING - CEDAR IMPRESSIONS BY CERTAINTEED OR APPROVED #235 SELF-SEALING (3 TAB) MANUFATURED BY G.A.F. EQUAL. 5" EXPOSED PERFECTION SHINGLES. COLOR BY ARCHITECT '------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- CORP. CLASS "C" MEA #3070M OVER #15 FELT (MIN. 4" LAP) ATOP 1/2" EXTERIOR GRADE PLYWOOD SHEATHING. AREA OF 2ND FLOOR AND ROOF ENLARGEMENT PROPOSED FRONT ELEVATION —�� AND NEW GARAGE SCALE: 1/4" = 1-0" ----- ' RIGID VINYL SIDING - - CEDAR IMPRESSIONS BY _ CERTAINTEED OREQUAL. 5" I EXPOSOED PERFECTION w CD — — - — COLOR BY ARCHITECT z Q0 NI _ IDA GALEA � N co N I ARCHITECT 1359 81st STREET 1 BROOKLYN, NY 11228 M N (718) 259-4095 golea.arch@gmail.com 1 z o V) o w L� THIS W COPYRIGHT DOCUMENT THE RCHITECTFOR ATHE \ \ /001 1 1 1I SPECIFIED PROJECT AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN ' AUTHORIZATION. L L- 1 I r I I ----------------------------1 1 1 I W _J I I I ------------------------------------------------------------------------------------- --_-_--------_--------_---------_---- - W w PROPOSED SIDE ELEVATION (WEST) �-�-' ►= Wz z SCALE: 1/4" = 1-0" o Q O W oQ o c � O DRAWING TITLE PROPOSED FRONT & SIDE ELEVATIONS NUMBER GA,t yi�� DATE FLOOR 01.18.2021 CEL, 1, 2 SCALE DRAWN BY AS NOTED IG Yl, 030600 Q 1 DRAWING N0. OF NO �9 A-202.00 SIGNATURE & NY LICENSE NO. 030609 DOB SEAL& SIGNATURE 8 OF 11 NEW ROOF-APPROVED TYPE ASPHALT STRIP SHINGLES AREA OF 2ND FLOOR AN #235 SELF-SEALING (3 TAB) MANUFATURED BY G.A.F. ROOF ENLARGEMENT _ _ _ _ _ _ CORP. CLASS "C" MEA #3070M OVER #15 FELT (MIN. 4" AND NEW GARAGE ,�— . LAP) ATOP 1/2" EXTERIOR GRADE PLYWOOD SHEATHING. NEW ROOF-APPROVED TYPE ASPHALT STRIP SHINGLES _ — #235 SELF-SEALING (3 TAB) MANUFATURED BY G.A.F. _ CORP. CLASS "C" MEA #3070M OVER #15 FELT (MIN. 4" — — — — — — — — — LAP) ATOP 1/2" EXTERIOR GRADE PLYWOOD SHEATHING. o I _ w 'J = o IC-Do z z i o Lj °° N i 07 06 m N I Lj 9 r M -1J_ T1.-7-777 1_ _Z . 77-7-1-71 .�_7_�:�.1 .L _L L L RIGID VINYL SIDING -i CEDAR IMPRESSIONS BY - I CERTAINTEED OR z o APPROVED EQUAL. 5" I \ w EXPOSED PERFECTION SHINGLES. COLOR BY ' \ o ARCHITECT I \ I _ __ N0. DATE ISSUE OR REMSION 00 ' /// T� I T_ . . . . T#Tl# -7 NEW�D OR - I II I1 s I I I I I NEW CONCRETE i FOUNDATION AND FOOTING FOR GARAGE AREA OF NEW ROOF ADDITION - MIN 4'-0" ' I Ij I BELOW GRADE I J OVER EXISTING WOOD DECK I 1 L____J L____J I I I I I L-----------------------------------------------------------------------------1---__---_----------------------------------------------------------------------- 1 I I 1 I I 1 1 I ; 1 I ♦ I ; i J I - - - - - ------- L L 1 1 I I . PROPOSED REAR ELEVATION SCALE: 1/4" = 1-0" AREA OF NEW GARAGE —_ BEYOND & NEW ROOF OVER EXISTING WOOD DECK - — — ,1 c I NEW ROOF OVER EXISTING I W o WOOD DECK = o RIGID VINYL SIDING z o I CEDAR IMPRESSIONS BY IDA GALEA LLJ co CERTAINTEED OR ARCHITECT m N APPROVED EQUAL. 5 I EXPOSED PERFECTION Ll 1359 81st STREET 777 SHINGLES. COLOR BY BROOKLYN, NY 11228 C-14 —_—_— ' ARCHITECT (718) 259-4095 �' ----- I golea.arch©gmail.com N t -Fi N � I I THIS DOCUMENT IS THE PROPERTY AND w COPYRIGHT Of THE ARCHITECT FOR THE oU co ILi USED ORD REPRODUCED WITHOUT NWRITTEN 00 II I I I AUTHORIZATION. ----- I I II I 1 I I L--------------J CD z w 1 I 1 I I I r ♦ L----J I I I 1 i I w ' z � I ; ----------------------------------------------------------------------------------------------------------------------------------------------- o w z w Cl' N_ W � O (- PROPOSED SIDE ELEVATION (EAST) Q Q o w z SCALE: 1/4" = 1-0" Q o CIE DRAWING TITLE PROPOSED REAR & SIDE ELEVATIONS DOB NUMBER \��RP ARcy�� DATE FLOOR �c, 01.18.2021 CEL, 1, 2 SCALE DRAWN BY AS NOTED IG DRAWING NO. OF r1 -�T �3060g yo A- 203 .00 �F E`� O SIGNATURE & N1 °NO.-030609 DOB SEAL& SIGNATURE 9 OF 11 GENERAL CONSTRUCTION NOTES NEW 2"x12" RIDGE BEAM IN ALL CASES NEW FOOTINGS TO BE CARRIED DOWN TO VIRGIN 21 . EXISTING MECHANICAL HEATING SYSTEM TO REMAIN NO CHANGE. NEW 2"x10" WOOD HIP 1 . JACKS FASTENED TO UNDISTURBED SOIL HAVING A MIN. BEARING CAPACITY OF TWO (2) RIDGE BEAMS TONS PER SQUARE FOOT. EXTERIOR FOOTINGS TO BE CARRIED 22. 6" DIA. APPROVED TYPE AMERI-VENT FLUE WITH ANTI-DOWN MIN. 2" AIR SPACE DOWN A MIN. OF 4'-0" BELOW ADJACENT FINISHED GRADE. DRAFT CAP TO BE ENCLOSED IN (1) HR. FIRE-RATED PARTITION. BETWEEN INSUL. AND SHEATHING ROOF SUPPORTS BEYOND 23. ALL STAIRS SHALL COMPLY WITH SECTION RR314.2 OF THE N.Y.S. 2. 8 , 10" AND 12" UNREINFORCED CONCRETE FOUNDATION WALLS TO BUILDING CODE WITH MAX. 8-1/4" RISER AND MIN. 9" TREAD. I HAVE UNREINFORCED CONCRETE FOOTINGS 12" THICK AND 6" I I WIDER EACH SIDE OF FOUNDATION WALL. " = 24. ALL HANDRAILS AT PLATFORMS TO BE 3 -Q HIGH CHILDPROOF DESIGN RAIL, ABOVE NOSING TO BE 2'-10" HIGH CHILDPROOF DESIGN AS PER SECTIONS RR316.1 AND RR315.1 OF THE N.Y.S. BUIDLING CODE. 3. NEW FLOOR SLABS TO BE 4 THICK CONCRETE SLAB REINFORCED I WITH 6"x6", 6/6 WELDED WIRE MESH-SMOOTH FINISH, OVER 5 MIL. POLYETHYLENE VAPOR BARRIER ON 6" GRAVEL BASE. 25. ALL EXTERIOR AND INTERIOR STAIR RAILINGS TO BE OF i CHILDPROOF DESIGN AND TO BE IN FULL COMPLIANCE WITH THE N.Y.S. BUILDING CODE. REFER TO DETAILS. I i 4. 'P' DENOTES 4"x4" WOOD POST UNLESS OTHERWISE NOTED. ; I I I 5. ALL HEADERS AND TRIMMERS TO BE NEM FIR-MIN fb TO BE 950 N0. DATE ISSUE OR REVI�oN PSI UNLESS OTHERWISE NOTED. IN ALL CASES HEADERS TO BEAR 26. STRUCTURAL DESIGN BASED ON FOLLOWING LOADING SCHEDULE: ON SOLID WOOD POST MIN. 4"x WIDTH OF HEADER. LBS PER SQ. FT. LBS PER SQ. FT. NEW 2»x10" COLLAR ON ALL FLOORS ON ALL ROOFS TIES (SEE PLANS) NEW 2"x10 WOOD HIP LIVE LOAD..........................40 30 JACKS FASTENED TO 6 ALL HEADERS CONSISTING OF 4 OR MORE WOOD JOISTS TO BE PURLIN WITH HURRICANE THRU-BOLTED WITH 1/2" DIA. STEEL BOLTS STAGGERED Q 4'-0" PLYWOOD FL........................3 3 TTEs OC3" MINFROM TOP AND /OR BOTTOM OF HEADERBEAMS..................................4 4 . . . . MIN. 2" AIR SPACE SHEETROCK..........................2 2 BETWEEN INSUL. AND SHEATHING PARTITIONS..........................4 0 7. ALL POSTS OR COLUMNS SUPPORTING ANY HEADER OR BEAMS TOTAL 53 43 ' SHALL BE STRUCTURALLY SUPPORTED TO CARRY LOADS CONTINUOUSLY DOWN TO BEAMS, FOUNDATIONS OR FOOTINGS. NEW 2"x12" WOOD PURLIN 8. DOUBLE FRAME HEADERS AND TRIMMERS AROUND ALL FLOOR OR ROOF PENETRATION AND STAIR OPENINGS UNLESS OTHERWISE NOTED. 9. PROVIDE DOUBLE WOOD FLOOR JOISTS UNDER PARTITIONS SUPPORTING CEILING BEAMS WHEN THE PARTITION IS RUl'INING PARALLEL TO FLOOR JOISTS. WINDOW SCHEDULE- MANUF. BY ANDERSEN - 400 SERIES 10. ALL FLOOR AND/OR CEILING JOISTS FRAMING INTO FLUSH HEADERS TO BE SUPPORTED WITH APPROVED TECO JOIST HANGERS OR SYMBOL MODEL UNIT DIM. MATERIAL TYPE REMARKS U-FACTOR APPROVED EQUAL. 01 CXW15-CXW25-CXW15 2'-11 15/16" x 4'-11 7/8" WOOD/VINYL CASEMENT INPACT RESISTANT 0.29 MULLED TOGETHER 5'-11 5/8" x 4'-11 7/8" IDA GALEA ' 11 . PROVIDE CROSS BRACING FOR JOISTS WITH A MAXIMUM SPACING 2'-11 15/16" x 4'-11 7/8" " 02 CXW15-CXW25-CXW15 2'-11 15/16" x 4'-11 7/8" WOOD/VINYL CASEMENT INPACT RESISTANT 0.29 ARCHITECT NE.W 2 x10 ,� WOOD RAFTERS I OF 8 -Q O.C. MULLED TOGETHER 5'-11 5/8" x 4'-11 7/8" 1359 81st STREET ; FASTENED TO TOP PLATE 12. DOUBLE CEILING BEAMS DIRECTLY UNDER WOOD POSTS SUPPORTING 2'-11 15/16" x 4'-11 7/8" BROOKLYN, NY 11228 WITH HURRICANE TIES 03 WOOD/VINYL CASEMENT INPACT RESISTANT 0.29 (718) 259-4095 MINI. 2" AIR SPACE BETWEEN ROOF UNLESS OTHERWISE NOTED. C245 4'-a" x 4'-4 13/16" galea.arch@gmail.com INSUL. AND SHEATHING 04 TW210310 2'-11 5/8" x 4'-0 7/8" WOOD/VINYL DOUBLE HUNG INPACT RESISTANT 0.31 NEW DOUBLE TOP PLATE NEW 2"x10" FLOOR JOISTS 13. GARAGE CEILING & ALL ENCLOSING PARTITIONS TO BE (1) HOUR 05 TW210310 2'-11 5/8" x 4'-0 7/8" WOOD/VINYL DOUBLE HUNG INPACT RESISTANT 0.31 WIND UPLIFT ROOF CONSTRUCTION: RATED WITH (1) LAYER 5/8" TYPE "X" GYPSUM BOARD ON EACH 06 TW210310 2'-11 5/8" x 4'-0 7/8" WOOD/VINYL DOUBLE HUNG INPACT RESISTANT 0.31 THIS DOCUMENT IS THE PROPERTY AND NEW HIGH WIND CODE RATED SIDE OF ENCLOSING PARTITIONS. FOR FLOOR/CEILING ASSEMBLY. COPYRIGHT OF THE ARCHITECT FOR THE SHINGLES (FASTENED WITH 07 TW210310 2'-11 5/8" x 4'-0 7/8" WOOD/VINYL DOUBLE HUNG INPACT RESISTANT 0.31 SPECIFIED PROJECT AND SHALL NOT BE GALVANIZED NAILS) SPECIALTY USED OR REPRODUCED WITHOUT WRITTEN 08 AFC135 2'-0 1/8" x 3'-8 1/16" WOOD/VINYL INPACT RESISTANT 0.29 AUTHORIZATION. ARCH TOP NEW 30# FELT PAPER 14. FIRE RETARD WITHIN 12" OF GAS RANGE W/2 LAYERS 5/8" TYPE NEW MIN. 5/8"PLY WOOD "X" X GYPSUM BOARD. NEW 6" BATT INSULATION (R-30) NOTE: -WINDOWS TO BE MIN. DOUBLE GLAZED INSULATED AND SHALL MEET MIN. REQUIREMENT OF STARTER STRIP NAILED N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE. AND GLUED 15. PROVIDE 4" ROCKWOOL ABOVE AND BELOW ALL RATED PARTITIONS -CONTRACTOR TO SUBMIT ORDER OF ALL WINDOWS TO ARCHITECT FOR FINAL APPROVAL BEFORE FINAL ORDER IS PLACED. METAL DRIP, NAIL 4" BETWEEN FLOOR BEAMS FOR CONTINUOUS RATING AND -ALL EXTERIOR GLAZING MUST HAVE AN IMPACT RESISTANCE RATING WHICH MEETS THE LARGE U WITH GALV. NAILSS FIRESTOPPING. MISSLE TEST CERTIFICATION. CONTRACTOR TO VARIFY ALL WINDOWS ARE LABLED BEFORE wZw INSTALLATION. 0 NEW FACIA BOARD -WINDOW GRILLES ARE TO BE ORDERED IN TOP SASHES OF DOUBLE HUNG WINDOWS ONLY. -ALL WINDOWS ARE TO BE ORDERED WITH THE EXTERIOR COLOR WHITE. w Q C) 16. EXHAUST FAN TO BE VENTED THRU ROOF WITH 3-1/2" DIAMETER ci- G.I. VENT DUCT EQUIPPED WITH A MECHANICAL FAN WITH A MINIMUM 50 CFM CAPACITY. w z NEW 4" ALUMN. GUTTER w 0, W CD o NEW SOIFFIT BOARD WITH 17. PROVIDE MOISTURE RESISTANT WALLBOARD AS PER BSA z VENTS (SEE GEN NOTES) #756-62SM AT INTERIOR SIDE OF ALL PARTITIONS ENCLOSING S w NEW FACIA BOARD BATHROOMS. o Q n-� o CONTRACTOR TO REPAIR ORa 0 O REPLACE EXISTING TOP 18. PROVIDE 8 OVERHANG FOR ALL ROOF EAVES. PLATE AS REQ'D DRAWING TITLE NEW VINYL SIDING19. FIRESTOP EAVES 20'-0" ON CENTER AND AT CORNERS. REFER TO DETAILS, NOTES ANCHORED TO EXISTING WALL WINDOW SCHEDULE DETAILS ON FIRESTOPPING DETAIL SHEET. DOB NUMBER D A C DATE FLOOR 20. PROVIDE ALUMINUM SOFFIT WITH UNIFORMLY DISTRIBUTED VENTS f '��, WITH A MINIMUM VENT AREA OF 1 SQUARE FOOT FOR EVERY 300 01.18.2021 1, 2 DETAIL AT WALUROO F AT 2ND FLOOR SQUARE FEET OF ROOF AREA WITH ADDITIONAL ROOF VENTS � Q � � -� SCALE DRAWN BY ENLARGEMENT TYP l PROVIDINGOI00 S MINIMUM RE FOOT OF VENT AREA FOR r;N AS NOTED IG QUARE FEET OF ROOF �� DRAWING NO. �03060�y0 A-301 .00 F Nti SIGNATU E`&lYzu 0. CM609 DOB SEAL&SIGNATURE 10 OF 11 2"x12" RIDGE BEAM WIND UPLIFT ROOF CONST. HIGH WIND CODE RATED SHINGL.S. I 30# FELT: 4" MIN. LfP 12 4' CONCRETE SLAB MIN 5/8" PLYWOOD SHEATHIN3 ; OVER 6 MIL VAPOR BARRIER (EXTERIOR GRADE) ! 5.5 AND 6" CRUSHED STONE 2"x10" HIP JACKS @16" O.C. ' ON COMPACTED GRADE _z Il 6" BATT INSULATION (R=30) ' I -- ME'y GARAGE GRADE CEILING JOISTS SEE FL. PLAN FOR SIZES 8c SPACES 111=111=1 I I=1 I i =__ =1 I 1=',2 CMU N0. DATE ISSUE OR REVISION � 6 BATT INSULATION (R=30) z 2.5 v W I=I 1=I I I=I I I=I I 51== 11 1=1 I I=III=III= z Q N 12 CD III=I I (Ell =1 i= 2">(10"RAFTERS @16" O.C. O N 1=1 a III=I I o III= 0 o rn °° II=I1 FE I _2 #5 BARS `o 00 E T'G SEC D FL00 — AREA F ENLA GEMENT I I IAX A_I I_I ~ =I =I MLLOW =III=) 11=1 I I= -H I I=1 I I-BEARING PRESSURE I=III=III-= 3 TSF 4" ALUM. GUTTER. ALUM. VENTED SOFFIT EXISTING 2"x10" \ \ BEAMS TO ,� ,� \\ \\ GARAGE FOUNDATION DETAIL REMAIN \ \ 4" ALUM. LEADER.----Z \ i i SCALE: 112" INSTALL R-11 BATT INSUL '0-) IN EXISTING GARAGE WALLS \ \ FIN. GRADE NO CHANGE EXISTING FIRST FLOOR — GARAGE NEW FAMILY ROOM IDA GALEA ARCHITECT 1359 81st STREET EXISTING SLAB ON GRADE BROOKLYN, NY 11228(718) 259-4095 PROVIDE R-5 CONT. RIGID INSUL 2" X 8" JOISTS W/ R-21 BATT INSUL galea.arch@gmail.com W/ 3/4" PLYWOOD SUBFLOOR AND WOOD FINISH FLOOR THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF THE ARCHITECT FOR THE SPEgFlED PROJECT AND SHALL NOT BE A BUILDING SECTION AT AREA OF WORK USED AUIHORI REPRODUCED WITHOUT WRITTEN ZA110N. SCALE : 3/8" = V-0" W �— U C) D � W � O (� w w O � � o oQ m 0 DRAWING TITLE BUILDING SECTION & DETAILS DOB NUMBER - 'NRC ` Eq DATE FLOOR `� Q 01.18.2021 1, 2 coif �O { SCALE DRAWN BY cl� AS NOTED IG 02� o30 � DRAWING N0. ' TEO� A-302.00 SIGNATURE S NO. 030609 DOB SEAL &SIGNATURE 11 OF 11 o� LOT: 39 LOT: 42 ZONING CALCULATIONS : SITE PLAN NOTES ( AS APPLICABLE ) :_ �' - ------- _ _ S 74° 36' 00,' 7T V51 W LOT INFORMATION: — 150.88' 1 . PROPOSED CONSTRUCTION WILL NOT HAVE ANY EFFECT ON ANY EXISTING STRUCTURES ---- _ ADDRESS: 1300 GREENWAY WEST, ORIENT N.Y. 11957 ADJOINING BUILDING, ADJOINING LOT OR ANY SERVICE FACILITIES. _ BLOCK: 1 LOT: 40 ZONE: R-40 RESDENTIAL LOW-DENSITY (ONE-ACRE MINIMUM) SECTION 280-5 2. THE OWNER/BUILDER OF THE REFERENCED PROPERTY STATES THAT THE WORK TO BE DONE A USE: SINGLE FAMILY WOOD FRAME DWELLING UNDER THIS APPLICATION WILL HAVE NO ADVERSE EFFECTS ON ANY SURROUNDING PROPERTIES / REGARDING STORM WATER DRAINAGE. LOT AREA: 19.051.0 SF (EXISTING NONCONFORMING LOT) MINIMUM STANDARDS AS PER SECTION 280-124 M o � MAXIMUM LOT COVERAGE: 3. THERE ARE NO STREAMS OR WATER COURSES ON OR WITHIN 50'-0" OF THIS PROPERTY AS PER I �, ALLOWABLE LOT COVERAGE: 20% OF ENTIRE LOT AREA AS PER SECTION 280-124 SURVEY PREPARED BY JOSEPH A. INGEGNO LAND SURVEYOR. o ��oS EXISTING LOT AREA: 19,051 SF z o `���Po 19,051 SF X 20% = 3,810.2 SF MAXIMUM ALLOWABLE LOT COVERAGE 4. DRIVEWAY AND PARKING AREA TO BE 4" THICK ASPHALTIC CONCRETE ON 3" DENSE GRADED � I F— EXISTING LOT COVERAGE: 2,153.12 SF (INCLUDES BUILDING & DECK) (11% LOT COVERAGE) STONE BASE. REFER TO DETAIL. I (n PROPOSED LOT COVERAGE: 2,597.68 SF (INCLUDES BUILDING & DECK) (13.6% LOT COVERAGE) 14'-0" 35'-6" 02 02.28.2022 AMEND LOT: 41 //// (MIN REQ'D FRONT YARD 35'-0") W AREA OF NEW ROOF EXISTING OPEN MINIMUM YARD REQUIREMENTS: N OVER EXISTING WOOD DEG�K O AREA OF NEW 01 04.05.2021 AMEND M WOOD DECK GARAGE MINIMUM FRONT YARD: 35' AS PER SECTION 280-124 0 ADDITION& I b NO. DATE ISSUE OR REVISION PROPOSED FRONT YARDS (CORNER LOT): 35'-6" & 55'-5" M I 49'-2" 2ND FLOOR o �- (MIN REQ'D SIDE YARD 10'-0") 36'-0" �jjj� N �j MINIMUM SIDE YARD: 10' AS PER SECTION 280-124 // AREA OF 2nd �- FLOOR FAMILY PROPOSED SIDE YARD: 49'-2 EXISTING ONE ENLARGEMENT 0 N .;., TWO STORY OVER EXISTIN N ONEITOR FRAME HOUSEMINIMUM REAR YARD: 35 AS PER SECTION 280-124 N IONYoo �` w W 10PAD W PROPOSED SIDE YARD: 39'-9" (o0�0�0�0� NEW CONC. 0000 36-0" 15'-3" 0 (70 SQ. FT.) MAXIMUM BUILDING HEIGHT: E51'-3" planting area 00°0°0°0 — °0000°°° MAXIMUM BUILDING HEIGHT: 35'-0" PLUMBING FIXTURE SCHEDULE w �000000a o INT 0 EXISTING BUILDING HEIGHT: 17'-0" WASTE OR o0o00000 Z N PROPOSED BUILDING HEIGHT: 24'-3" FIXTURE SOIL VENT CW HW REMARKS 00000aoo N b o°o o N EXISTING ASPHALT DRIVEWAY 0000°° a TOILET 4" 2" 1/2" — N TO BE REMAIN "' 0 °°°00 z 0000 0°0°0°0° LAVATORY 1 -1/2" 1 -1/2" 1/2" 1/2" M _Z 0o000o0° NEW ASPHALT ( 00000000 DRIVEWAY SINK 2" 1 —1/2" 1/2" 1/2" °0000° (381 SQ. FT.) LOT: 40 °°°0 °°° CLOTHES WASHER 2" 1 -1/2" 1/2" 1/2" °00 ° °o SHOWER 2" 1 -1/2" 1/2" 1/2" — — — — — — — — 680 3 ' 20" E 150.00' EDGE OF PAVEMENT NOTE: ALL VENTS TO EXTEND A MIN. 2'-0" ABOVE FINISHED ROOF N 0 R T H S E A D R I V E ROOF 4" 1-1/2" 2" 2" 2" 2" 1-1/2" SITE N 1-1/2"� 272- 1 _ 2> 1-1/2" 1 V IDA GALEA NEW N W N W N W N W NEW ARCHITECT SCALE: 1/16" = 1'-0" LAVA CRY T01 ET SHOWER SHO R TO ET LAV TORY 1359 81st STREET FBROOKLYN, NY 11228 2nd FLOOR (718) 259-4095 C.O. 1-1/2" 4" I C.O. 2" 2" 4" 1-1/2" galea.arch@gmail.com 4 LEGEND & SYMBOLS ABREVIATIONS 1-1/2" 2" -_ EXISTING WALL TO REMAIN BATH BATHROOM B.T. BATHTUB THIS DOCUMENT IS THE PROPERTY AND 1-1/2"� 2T EXISTING WALL TO BE REMOVED C.1. CAST IRON COPYRIGHT OF THE ARCHITECT FOR THE N W CL. CLOSET NEW N w NEW C.O. CLEAN-OUT DRAWING LIST SPECIFIED PROJECT AND SHALL NOT BE S OP NEW 2" X 4" WOOD STUD WALL: LAVA ORY T01 ET WASHER SI K INTERIOR: W 5/8' FC 60 DRYWALL EACH SIDE D. DRYER USED OR REPRODUCED WITHOUT WRITTEN / / DW. DISHWASHER SHEET N0. DRAWING TITLE AUTHORIZATION. 71 EXTERIOR: W/ 5/8" FC 60 DRYWALL AT INTERIOR SIDE, DR. DRAIN 1st FLOOR R-11 BATT INSULATION, 3/4' EXTERIOR GRADE PLYWOOD, DR. EXISTING R-5 CONT. INSUL ON EXTERIOR AND SIDING T-001.00 SITE PLAN, NOTES, LEGEND & ZONING F.P.S.C. FIRE-PROOF,SELF-CLOSING FT FEET EN-001.00 REScheck 1-1/2" 4" 2 2'. NEW CMU FOUNDATION WALL G I. GALVANIZED IRON C.O. C.0. � • A-101.00 EXISTING & PROPOSED CELLAR PLANS 4" 4" H.C. K HANGING CABINET ABOVE A-102.00 EXISTING & PROPOSED FIRST FLOOR PLANS EXISTING BUILDING WALLS - PROVIDE NEW LDR. LEADER A-103.00 EXISTING & PROPOSED SECOND FLOOR PLANS TTE R-11 BATT INSULATION (SEE PLANS FOR LOCATION) LIN. LINEN CLOSET A-104.00 EXISTING & PROPOSED ROOF PLANS �J TO EXISTING HOUSE TRAP NEW 4" ASPHALT DRIVEWAY M.C. MEDICINE CABINET A-201.00 EXISTING ELEVATIONS U C� 0.C. ON CENTER A-202.00 PROPOSED FRONT & SIDE ELEVATIONS W R. RANGE A-203.00 PROPOSED REAR & SIDE ELEVATIONS 0 REF. REFRIGERATOR RT. RUNING TRAP A-301.00 DETAILS, NOTES & WINDOW SCHEDULE _ S SINK A-302.00 BUILDING SECTION & DETAILS c) PLUMBING RISER DIAGRAM S. SOIL STACK >-- SF SQUARE FEET S.R. SHEETROCK Z V. VENT STACK W. WASTE STACK (f� W.B. WASH BASIN LLJ W.C. WATER CLOSET W.1. WROUGHT-IRON o W.I.CL. WALK-IN-CLOSETF-- WM• WASHING MACHINE(SPACE) Z X.H.C.I. EXTRA HEAVY CAST IRON oQ n, o CD CL- DRAWING DRAWING TITLE SITE PLAN, NOTES, LEGEND, ZONING & DOB NUMBER PLUMBING RISER DIAGRAM L: E C L I i q \., "�� ,�' �, . ® ` DATE FLOOR �'' 01.18.2021 1, 2 MAR 2022 SCALE DRAWN BY BUILDING DEPT. AS NOTED II 0VV.a OF SOUTHOLD IG 03000) a` � DRAWING NO, T-001 . 02 SIGNATURE &'NIY LICENSE NO. 030609 DOB SEAL& SIGNATURE 1 OF 11 Generated by REScheck-Web Software REScheck Software Version : REScheck-Web Section Section * # Foundation Inspection Complies? Comments/Assumptions # Framing/Rough-In Inspection Plans Verified Field Verified Complies? Comments/Assumptions Additional Comments/Assumptions: ■ ■ &Re ID &Re .ID Value Value Inspection Checklist - _ C o�p'�a in e e Certificate 303.2.1 A protective covering is installed to ❑Complies 402.1.1, ;Glazing 1.1-factor(area-weighted I U-_ ; U- ;❑Complies ;See Itte Envelope Assemblies [1`01112 protect exposed exterior insulation ❑Does Not 402.3.1, :average). j❑Does Not ;table for values. c,, and extends a minimum of 6 in.below 402.3.3, Energy Code: 2018 IECC grade. ❑Not Observable; 402.5 ;❑Not Observable Requirements:0.0%were addressed directly in the REScheck software ❑Not Applicable ! [FR271 ! ❑Not Applicable j Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen.For each 403.9 2 Snow-and ice-melting system controls Complies ! Project Davanelos Residence requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception [1`0121 installed. ❑Does Not 303.1.3 U-factors of fenestration products;. ❑Complies is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. °'' []Not Observable [FR4]1 are determined in accordance ❑Does Not ❑Not Applicable I with the NFRC test procedure or Energy Code: 2018 IECC p ❑Not Observable Section 'taken from the default table. Location: Southold, New fork Pians Verified Field Verified Additional Comments/Assumptions: ❑Not Applicable # Pre Plan Review Complies. Comments/Assumptions Construction Type: Single-family Value Value &Re ID 402.4.1.1 '.Air barrier and thermal barrier ❑Complies Project Type: Addition 103.1, Construction drawings and ❑Complies (FR23]1 nstalled per manufacturer's ❑Does Not Climate Zone: 4 (5572 HDD) 103.2 documentation demonstrate ❑Does Not , instructions. Permit Date: [PR1]1 ;energy code compliance for the ❑Not Observable �' ;building envelope.Thermal ❑Not Observable i [ ❑Not Applicable j Permit Number: :envelope represented on ❑Not Applicable ! 402.4.3 Fenestration that is not site built i ❑Complies Owner/Agent: construction documents. _ [FR2011 is listed and labeled as meeting ? ❑Does Not Construction Site: gent: Designer/Contractor: - y�, lAAMA/WDMA/CSA 101/LS.2/A440 - 103.1, ;Construction drawings and ❑Complies 1300 Greenway West Taxiarhis Davanelos Ida Galea 103.2, documentation demonstrate , ❑Does Not []Not Observable Orient,NY 11957 99 80th Street Ida Galea,Architect or has infiltration rates per NFRC i. 403.7 :energy code compliance for 400 that do not exceed code p ❑Not Applicable Brooklyn,NY 11209 1359 81st Street [PR311 ;lighting and mechanical systems,t ❑Not Observable limits. 646-244-8600 Brooklyn,NY 11228 (Systems serving multiple ❑Not Applicable j 402.4.5 IC-rated recessed lighting fixtures' ❑Complies newdeltamgt@gmaiLcom 718-259-4095 LO I dwelling units must demonstrate p [FR1612 sealed at housing/interior finish t ❑Does Not galea.arch@gmaiLcom ,compliance with the IECC r and labeled to indicate<2.0 cfm 1, leakage at 75 Pa. [ ❑Not Observable :Commercial Provisions. � 9 y 302.1, !Heating and cooling equipment is Heating: Heating: ❑Complies _� ❑Not Applicable 403.3.1 Supply and return ducts in attics , ❑Complies 403.72 sized per ACCA Manual S based Btu/hr Btu/hr_ ❑Does Not [FR12]1 insulated>=R-8 where duct is ❑Does Not [PR2] on loads calculated per ACCA Cooling: Coolin g: ;❑Not Observable ;>=3 inches in diameter and>= t Compliance: 5.9%Better Than Code "Maximum UA:q68 - Your UA: 64�s �.,.Maximum SHGC: 0.40 Your SHGC: 0.31 U• Manual J or other methods Btu/hr_ Btu/hr_ 'e []Not Observable The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. approved by the code official, ❑Not Applicable ;ret where s 3 inches.Supply and, It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. (return ducts in other portions of ! ❑Not Applicable ; Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade ;the building insulated>=R-6 for assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Additional Comments/Assumptions: diameter he 3 inches and R-4.2 ;for<3 inches in diameter. 403.3.2 ;Ducts,air handlers and filter ❑Complies [FR13]1 boxes are sealed with ❑Does Nat y, ;joints/seams compliant with ❑Not Observable Envelope Assemblies :International Mechanical Code or International Residential Code,as ❑Not Applicable applicable. 403.3.5 Building cavities are not used as ❑Complies :R [FR15]3 ducts or plenums. ❑Does Not Ceiling:Cathedral Ceiling 400 47.5 0.0 0.022 0.026 9 10 ❑Not Observable 01 02.28.2022 AMEND Wall:Wood Frame,16'o.c. 255 17.5 0.0 0.063 0.060 5 5 ❑Not Applicable Window:Wood Frame 48 0.310 0.320 15 15 2 s SHGC:0 o 403.4 HVAC piping conveying fluids R- R- ;❑Complies [FR17] ,above 105 F or chilled fluids j❑Does Not NO. DATE ISSUE OR REVISION Window 1;Wood Frame below 55 QF are insulated to;-R- Window I j❑Not Observable SHGC:0.31 120 0.290 0.320 35 36 3. ❑Not Applicable Compliance Statement: The proposed building design described here is consistent with tFje building plans,specifications,and other 403.4.1 Protection of insulation on HVAC [: ❑Complies calculations submitted with the permit application.The proposed building has been des ned to meet the 2018 IECC requirements in [FR24]1 (piping. ❑Does Not REScheck Version:REScheck-Web and t comply with the mandatory q rement a in the REScheck Inspection Checklist. ❑Not Observable ; ❑NotApplicable Name-Title [ TTT��� Signature Date 403.5.3 Hot water pipes are Insulated to R-_ R-_ ❑Complies [FR1B]2 aR-3. ❑Does Not ' j❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are f ❑Complies (FR19]2 I installed on all outdoor air ❑Does Not Intakes and exhausts. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:Davanelos Residence Report date: 02/27/22 Project Title:Davanelos Residence Report date: 02/27/22 Project Title:Davanelos Residence Report date: 02/27/22 Project Title:Davanelos Residence Report date: 02/27/22 Project Title:Davanelos Residence Report date: 02/27/22 Data filename: Pagel of 9 Data filename: Page 2 of 9 Data filename: Page 3 of 9 Data filename: Page 4 of 9 Data filename: Page 5 of 9 Section Section Section Section Plans Verified Field Verified Plans Verified Field Verified Plans Verified Field Verified Plans Verified Field Verified # Insulation Inspection Complies? Comments/Assumptions # Final Inspection Provisions Complies? Comments/Assumptions # Final Inspection Provisions Complies? Comments/Assumptions # Final Inspection Provisions Complies? Comments/Assumptions &Rec,.ID Value Value &Re .ID Value Value &Req.ID Value Value &Req_ID Value Value - 201 V l ECC Energy 303.1 All installed insulation is labeled ❑Complies 402.1.1, Ceiling insulation R-value. R-_ R-_ ❑Complies see the Envelope Assemblies 403.6.1 All mechanical ventilation system ❑Complies 303.3 Manufacturer manuals for ❑Complies [IN13]2 or the installed R-values ❑Does Not 402.2.1, ❑Wood j❑ Wood ❑Does Not ;table for values. [F125]2 fans not part of tested and listed a ❑Does Not [FI18]3 mechanical and water heating ❑Does Not ■ 0 provided. r 402.2.2, HVAC equipment meet efficacy systems have been rovii d. ❑Not Observable ❑ ❑ ❑Not Observable ', ❑Not Observable Not Observable Steel Steel f P Efficiency Certificate ]' 402.2.6 and air flow limits per Table ❑ J ❑Not Applicable [FI1]1 ❑Not Applicable R403.6.1. ❑Not Applicable ❑Not Applicable 402.1.1, Wall insulation R-value.If this is a: R- R- ❑Complies see the Envelope assemblies 403.2 Hot water boilers supplying heat ❑Complies Additional Comments/Assumptions: tions: 402.2.5, mass wall with at least 1/z of the j❑ Wood ;❑ Wood j❑Does Not ;table for values. N [F126)2 through one-or two-pipe heating []Does Not p 402.2.6 ;wall insulation on the wall Mass Mass 303.1.1.1,'Ceiling insulation installed per [, ❑Complies systems have outdoor setback j❑ j❑ I❑Not Observable 303.2 manufacturer's instructions. ❑Does Not s ❑Not Observable i [IN311 exterior,the exterior insulation Steel Steel 1 control to lower boiler water requirement applies(FR10). ❑ ❑ ;ONot Applicable [FI2] Blown marked every []Nor Observable 'temperature based on outdoor I ❑Not Applicable 300 ft'. temperature. Above-Grade Wally 17.50 ❑Not Applicable _ 402.2.3 Vented attics with air permeable ❑Complies 403.5.1.1 Heated water circulation systems i ❑Complies Below-Grade Wall 0.00 303.2 l Wall insulation is installed per ❑Complies 2 [FI28p have a circulation um The ❑ 1 [F122] insulation include baffle adjacent ❑Does Not pump. Does Not Floor 0.00 [IN4] manufacturer's instructions. ) ❑Does Not to soffit and eave vents that system return pipe is a dedicated ❑Not Observable extends over insulation. ❑Not Observable return pipe or a cold water supply, []Not Observable i ❑Not A licable pipe.Gravit and thermos- ❑Not Applicable ! Ceiling/Roof 47.50 I ❑Not Applicable Pe syphon circulation systems are 402.2.4 ;Attic access hatch and door R- R- ;❑Complies Ductwork(unconditioned spaces): Additional Comments/Assumptions: (FI311 insulation 2:R-value of the not present.Controls for ,❑Does Not adjacent assembly. circulating hot water system ;❑Not Observable pumps start the pump with signal ❑Not Applicable for hot water demand within the ), Window occupancy.Controls 0.29 0.31 402.4.1.2 ;Blower door test @ 50 Pa.<=5 ACH 50=_ ACH 50=_ ❑Complies automaticallyturn off thepumpDoor [FI1711 1 ach in Climate Zones 1-2,and ❑Does Not `' <=3 ach in Climate Zones 3-8. when water is in circulation loop g ❑Not Observable is at set-point temperature and no demand for hot water exists. ❑Not Applicable 403.5.1.2 Electric heat trace systems f ❑Ccmpiies Heating System: 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ❑Complies 2 [F127]1 determine air leakage with �- ftz ❑Does Not [FI29] comply with IEEE 515.1 or UL ❑Does Not Cooling System: either:Rough-in test:Total 515.Controls automatically ( g y :leakage measured with a ❑Not Observable adjust the energy Input to the ❑Net Observable :pressure differential of 0.1 inch ❑Not Applicable heat tracing to maintain the:de ❑Net Applicable Water Heater: ;w.g.across the system including j plingd water temperature in the L7=77=_ IDA GALEA ,the manufacturer's air handler j enclosure if installed at time of 403.5.2 Demand recirculation water ❑Ccmpiies Name, Date: ;test.Postconstructiontests Total ! [FI30]1 systems have controls that ❑Does Not Comments ARCHITECT ;leakage measured with a ;manage operation of the pump ❑Not Observable 1359 81st STREET pressure differential of 0.1 inch and limit the temperature of the !w.g.across the entire system water entering the cold water ❑Not Applicable !including the manufacturer's air piping to<=1049F. �� BROOKLYN, NY 11228 ;handler enclosure. 403.5.4 Drain water heat recovery units ❑Complies 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI31]2 tested in accordance with CSA []Does Not (718) 259-4095 [F14]1 ;cfm/100 ft2 across the system or ft� ❑Does Not B55.1.Potable water-side [ ❑Not Observable <=3 cfm/100 ft2 without air pressure loss of drain water heat !handler @25 Pa.For rough-in I❑Not Observable recovery units<3psifor []Not Applicable ! galea.areh@gmall.eom tests,verification may need to ❑Not Applicable j individual units connected to one occur during Framing Inspection. or two showers.Potable water- 403.3.2.1 ;Air handler leakage designated ❑Complies side pressure loss of drain water [F12411 :by manufacturer at<=2%of ;heat recovery units<2 psi for ❑Does Not ;design air flow. « ;individual units connected to ❑Not Observable three or more showers. ❑Not Applicable j 404.1 90%or more of permanent ❑Complies 403.1.1 Programmable thermostats ❑complies [FI611 ;fixtures have high efficacy lamps.. '❑Dees Not THIS DOCUMENT IS THE PROPERTY AND [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and []Not Observable COPYRIGHT OF THE ARCHITECT FOR THE initially set by manufacturer to ❑Not Observable ; t °❑Not Applicable SPECIFIED PROJECT AND SHALL NOT BE code specifications. ❑Not Applicable j 404.1.1 Fuel gas lighting systems have F ❑Complies USED OR REPRODUCED WITHOUT WRITTEN 403.1.2 Heat pump thermostat installed p ❑Complies [FI2313 no continuous pilot light. 4 ❑Dees Not [FIIO]2 on heat pumps. []Does Not d^ ❑Not observable i AUTHORIZATION. ❑Not Observable 1 �❑Nct Alpplicable j ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies 403.5.1 :Circulating service hot water ❑Complies [FI7]2 ❑Does Not [Flll]2 systems have automatic or f ❑Does Not accessible manual controls. ❑Not Observable ❑NotObservable ? ❑NotApplicable i ❑Not Applicable j 1 High Impact(Tier 1) 2 Medium Impact(frier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Ti(r 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) W Project Title:Davanelos Residence Report date: 02/27/22 Project Title:Davanelos Residence Report date: 02/27/22 Project Title:Davanelos Residence Report date: 02/27/22 Project Title:Davanelos Residence Report date: 02/27/22 (� Data filename: Page 6 of 9 Data filename: Page 7 of 9 Data filename: Page 8 of 9 Data filename: Page 9 of 9 J Lam! r 0 � z � (.nww C) w N O 1- O Oaf m D L I 1 _O d l� O DRAWNG TITLE REScheck DOB NUMBER C �F D q c ,. DATE FLOOR \oacF� y%, �, 01.18.2021 1, 2 �0 °�, SCALE DRAWN BY AS NOTED IG DRAWING NO, EN -001 .01 _ l SIGNATURE & NY LICENSE NO. 030609 DOB SEAL & SIGNATURE 2 OF 11 EVSTIN 8R I I I 14'-6" I 10 I 12" 12'-0" 12" ----e------e-----�----a--�--0---- � ------------------------------------ EXT'G SLAB ON GRADE 2' W X 1' DEEP EXIST NG EXISTING OPEN CELLAR (NO WORK) CONIC FOOTING BOILE (TYP) i iol t " 12" BLOCK EXISTING FOUNDATION WALL I OIL TANK (TYP) 12° -a 01 04.05.2021 AMEND I I I EXT'G SLABON GRA I N0. I DATE I ISSUE OR REVISION I I I I I I I I I I I I 51.3 I I I I I NEW 4" SLAB ON GRADE 9 SEE DETAIL DWG A-302 EXISTING CELLAR PLAN ; ; N N SCALE: 1/8" = 1-0" I I I I I I I I I I I I I I I I I I I I I I I I I I UP I 9R I I I I I I I I I I I I I I I M I I I I I I I I I I I I I I I I I I I I I I I •, I I I I I I -------_--e_------------ - ------e------------------------ -- - " 12 0 12'-0" 12" ol --------©------------eEXT'G SLAB ON GRADE 14'-0„ EXISTING EXISTING CELLAR (NO WORK) DA GALEA BOILER ARCHITECT 1359 81st STREET BROOKLYN, NY 11228 (718) 259-4095 golea.arch@gmail.com EXISTING OIL TANK THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF THE ARCHITECT FOR THE SPECIFIED PROJECT AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN EXT'G SLAB ON GRADE AUTHORIZATION. w � U C� z w w � � EXISTING CELLAR PLAN o o SCALE: 1/4" = 1-0" z � C:) w z N_ I- z z m c7n CD V d O cl- DRAWING TITLE EXISTING & PROPOSED CELLAR PLANS DOB NUMBER `^ /% ! %`` DATE FLOOR LER ''>, 01.18.2021 CEL ' SCALE DRAWN BY ' t 6 r' AS NOTED IG DRAWING NO. 01. A- 101 .01 SIGNATURE& NY LICENSE NO. 030609 DOB SEAL & SIGNATURE 3 OF 11 WOOD DECK ,R WOOD DECK I REF. sHo II AREA OF EXISTING HOUSE AREA OF NEW GARAGE I ow. I II GUEST BEDROOM KITCHEN NO BULK CHANGE ENLARGEMENT I �Ia ,79 S.F. 14-0 113 S.F. 3 I I 4'-6" 9'-6" 9'-4" 9'-4" �I T a 10 i�I� Ilsli (2) 2" x 10" JOISTS STAGG BOLTED TOGETHER 00 GARAGE �fyl 376 S.F. IIII _�_-_-_-_---_ z K - J_J -'�-------'-------- z EX,'G 2'.'V Cr - O.G. I I 1 p I------y I 6" x 6" WOOD POST —� DINING ROOM r--a,siTzA zo7E o ---i I I (TYP FOR 3) LIVING ROOM Eol ___--- 164 S.F. I TO BE REMOVED I ' I F-- 263 263 S.F. 1 I NEW ROOF OVER I I 02 02.28.2022 AMEND EXT'G WOOD DECK i y, r} P UP I I AREA 3R ---j -----------�� � EXT'G WOOD N 01 04.05.2021 AMEND w BURNING I PIZZA OVEN N0. DATE ISSUE OR REVISION¢ I r- � � I i ' WOOD DECK ,R WOOD DECK L ------------- 51.3 I `-4 I 2" x 10" JOISTS ' �© 16" O.C. EXISTING FIRST FLOOR PLANCID SCALE: 1/8" = 1-0" I I ADD ONE STEP TO ACCOUNT A 13'-0" N N FOR BUILD UP OF FLOOR A-302n 03 I I Fire��.f �- {m 4Y A -_2" x 10" E LEDGER BOARD BOLTED TO STRUCTURE ,r I REF. GUEST BEDROOM sH0 ow. DN DN NEW GARAGE 113 S.F. i 1R 329 S.F. d o r; BATH w.c. {�;( KITCHEN x coI ( 179 S.F. ' N x 0�o g WASHER DR ER `ice' 0 1A "r 8 2'-10" x �0. �,� 3'-0" � '018 " � � x x G „ tj 6 0 0 CL 6" I 3'-o -O- UP FLOOR TO ADD 7-0" 7'-0" D CL CL 1R HEATINGPIPES, 14'-0" INSULATION APPROX " PROVIDE -5 CONT INSUL �o & R-21 ATT i N r---------------, \ 00 N ?0- --------------- --------------- IDA --------------- IDA GALEA NEW FAIVILY ROOM i--------------- 298 S.F. ARCHITECT \O; 02 1359 81st STREET EXT'G 2" x 10" JOISTS BROOKLYN, NY 11228 @ 16' O.C. (718) 259-4095 0 DINING ROOM '?^ golea.arch@gmail.com LIVING ROOM 14' 10" 263 S.F. 164 S.F. UP UP 13R 13R AT EXISTING WALLS PROVIDE CLOSED CELL THIS DOCUMENT IS THE PROPERTY AND - SPRAY INSULATION R-17.5 "P" "P' AT INTERIOR AND R-5 RIGID COPYRIGHT OF THE ARCHITECT FOR THE 01 INSULATION AT EXTERIOR SPECIFIED PROJECT AND SHALL NOT BE 7'-10" 7'-10" USED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. PLANTING AREA A � o A-302 L� U UD z w w � � o � 0 PROPOSED FIRST FLOOR PLAN w SCALE: 1/4" = 1-0" z ��— C/� W W O W Z JI 0' N_ � QoW z 0- CD DRAWING TITLE EXISTING & PROPOSED FIRST FLOOR PLANS DOB NUMBER ry DATE FLOOR r' `c U 01.1 8.2021 1 14 SCALE DRAWN BY AS NOTED IG 4 DRAWING NO. -�, r A- 102 .02 SIGNATIfRE`& .V TICENSE NO. 030609 DOB SEAL & SIGNATURE 4 OF 11 REMOVE 'G METER 35'-10' AND ROOFXMEMBRAINE DOWNAITO G ROOF STRUCTURE -7\ SHO NB 7'-0" 71-0" W.C. W.C. BEDROOM EEDROOM {/1 BATH BATH #2 1� 159 S.F. " & 162 S.F. "P" "P" EXISTING ONE STORY GARAGE ROOF NEW 2" x 12" PURLIN BEAM AREA OF NEW 2nd FLOOR N & ROOF ENLARGEMENT. V EBEDROOM #3 BEDROOM #4 123 S.F. 123 S.F. V ll x STUDY AREA rn 142 S.F. w CL- if o � a U02 02.28.2022 AMEND CD COVERED DECK 141-a,1 a 73 S.F. cc O N i „p„ . 01 04.05.2021 AMEND 10'-11" 14' 10'-11" AREA OF EXT'G 2nd FLOOR AREA OF 2nd FLOOR A 08 N0. DATE ISSUE OR REVISION 35'-10" & ROOF (NO WORK) ENLARGEMENT ol Ile15'-3" A-302 p_- ------------------- 13 NEW 2" x 12" RIDGE BEAMol N 4'-gl' 1-611 5'-O, pl 06 07 EXISTING SECOND FLOOR PLAN WALK—IN CLOSET/ SCALE: 1/8" = 1-0" ----_---_—_---------- EX 2"x12_ PURLIN BEAM -- - - 2" "P" "P" "P" DRESSING AREA _—_ _—_ _ —_—_ _ — --- ---_ NEW 2" x 12" PURLIN BEAM 325 S.F. S ER TUB -------r----- ----- --------- --- 25'-10" ' 10 i 0 BATH BATH � BEDROOM #1 ENLARGED BEDROOM #2 N " 159 S.F. a 8 a B 307 S.F. ; U-) CD N W 2" x 12" PURLIN BEAM ,0 pll 0 7 7 CL --- _ 16'-0" �_______—_________________________ J I I - J I - I TIT_ - - - — — — IV T / RAILING AND ROOF MEMBRANE TO BE REMOVED DOWN TO ROOF STRUCTURE I� AREA OF ENLARGEMENT OF 2ND FLOOR ^---- 11 I / TIR FIIF1111 FII TIR IT I1TIR If-1I1T1111 T11TITS j II II II II II II II II II II II II I II II II II II II II II II II II II II II II II II II II ll 11111 111 Illi 1LILI1 L11 1111 lull Illi Illit Illi 1LI II - — IT-7 T - -- — - --- T1. LL 'f, - ,' F EXISTING GARAGE DOOR AND DOOR - I � I COMPONENTS TO BE REMOVED ' 1 II I C N0. DATE ISSUE OR REVISION IT 1 i I _' - -1 - I__ I_ I L 1 r I I L L, LFI I I I I I I I I I I � I I i I I EXISTIG SIDING TO BE REMOVED AREA OF EXISTING WALL TO BE REMOVED I ------ -----a I I I I AND NEW WINDOW TO BE INSTALLED I AND SIDING TO BE REMOVED I ------------- I I I I I 1 I ---------------I --------------------------------------------------------------------------------------� I 1 I I I L ______________________________r I 1 1 I j I I I I I I I I _.-_____________________________________ ____� I ------------------------------------------------------------------------------------------------------------------------------------------------ EXISTING FRONT ELEVATION EX ST NG SIDE ELEVATION (EAST SCALE: 1/4" = 1-0" SCALE: 1/4" = 1-0" 1-17r-ff-ri IFF AREA OF EXISTING WALL AND -— - -- -- — _ _ — — — — - SLIDERS TO BE REMOVED AREA OF 2ND FLOOR EXTENSION OVER EXISTING ONE STORY GARAGE — - - - — — — ' - - — — - — — , RAILING AND ROOF MEMBRANE TO BE REMOVED '%j ��_�_�_�� ,'i '% �� DOWN TO ROOF STRUCTURE RAILING AND ROOF MEMBRANE TO BE REMOVED AREA OF ENLARGEMENT OF 2ND FLOOR --- -�- I ;' / � III I I III � III I I III - III II III III II III DOWN TO ROOF STRUCTURE III II III III II III AREA OF ENLARGEMENT OF 2ND FLOOR IDA GALEA ni Thin f11I1T in >T11T ITI MIST f> i Ti fill If it rIIrI 1l-II If ITZi l�l�li ��I�l II ji TI 111111-I(-ff IFI -T i- IIIMT Il (IIT IT11 III fli 11 1 ARCHITECT II II II II II II II II II II II II II II II II II II II II II II I II II II II II II II - II I II II II II II II II II I I�III II II IIII II II II III � I II II II II II II II II II II IIII III II II II I III II II II IIII II II II II II II I II 1359 81st STREET II it II II II II II II II II II II II II II II II II II II II II II II II II II it II II II — II II II II II II II II II III Jill IIIIIIIIIIIIIIJj1111111111111111111111lgll111111111111111IIIIIIIIIIIIII IIIIIIIIII H ful II il11111LI11 L11IlLLL 1111111111 111LLI Lilll Jul 111 II II 1�11TIL11�l11qkIll f�LIE ILII 111 tuIIIIH ki1==Lq u �J 111111 ill it LI ILIA BROOKLYN, NY 11228 / (718) 259-4095 galea.archC�gmail.com r _7 III IIII III , III IIII III I I � � � � � � III IIII III THIS DOCUMENT IS THE PROPERTY AND ' ' � ' � III IIII III COPYRIGHT OF THE ARCHITECT FOR THE AV SPECIFIED PROJECT AND SHALL NOT BE - -- -- _ - - - USED OR REPRODUCED WITHOUT WRITTEN - AUTHORIZATION. I i I 1 I I I AREA OF EXISTING WALL TO BE REMOVED L EXISTIG SIDING TO BE REMOVED j AND NEW WINDOW TO BE INSTALLED EXISTIG SIDING TO BE REMOVED------------------------------------------------------------------------------------ i W W � II t____________________________- I I I I I I I I I 1 I I 1 1 I I j L_________________________________________________________________________________-_____-_-____________________________________________-________________________________________________________--_ ___-__--_______________________-__________________________________________-______________________________________________________________--__-__i EXISTING REAR ELEVATION EXISTING SIDE ELEVATION (WEST SCALE: 1/4" = 1-0" SCALE: 1/4" = 1-0" `n Z oQ O � o C-1- DRAWING 111tE EXISTING ELEVATIONS DOB NUMBER DATE FLOOR 01.18.2021 CEL 1 2 SCALE DRAWN BY r:= AS NOTED IG A DRAWING NO, A- 201 .01 SIGNATURE &NY CENSE .130609 DOB SEAL& SIGNATURE 7 OF 11 AREA OF 2ND FLOOR AND ROOF ENLARGEMENT AND NEW GARAGE NEW ROOF-APPROVED TYPE ASPHALT STRIP SHINGLES , #235 SELF-SEALING (3 TAB) MANUFATURED BY G.A.F. CORP. CLASS "C" MEA #3070M OVER #15 FELT (MIN. 4" LAP) ATOP 1/2" EXTERIOR GRADE PLYWOOD SHEATHING. i I _ — NEW ROOF-APPROVED TYPE ASPHALT STRIP SHINGLES #235 SELF-SEALING (3 TAB) MANUFATURED BY G.A.F. CORP. CLASS "C" MEA #3070M OVER #15 FELT (MIN. 4" LAP) ATOP 1/2" EXTERIOR GRADE PLYWOOD SHEATHING. r _ � F7 7 1_1 C-D = v� w o z O° 0co 04 05 CEDAR VERTICAL SIDING o —� BY CERTAINTEED OR N I APPROVED EQUAL. M � 02 02.28.2022 AMEND 01 04.05.2021 AMEND z / \ NO. DATE ISSUE OR REVISION N o x C50c) LL_J_�' Ll=!i L=jLjL I Li L_ o EA �GE —----- \ DOOO�R / I I i I i I I 1 I 1 1 I I 1 1 I I I i I I I I y1 r_J-_________-_ J L_ L_ I 1 I I 1 I r----------------------------------------------------------------------- __—___---1__________________________________________________________________________J I 1 I I I 1 I I 1 I 1 I I I I 1 j I I I --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- PROPOSED FRONT ELEVATION SCALE: 1/4" = 1-0" AREA OF 2ND FLOOR AND NEW ROOF-APPROVED TYPE ASPHALT STRIP SHINGLES ROOF ENLARGEMENT #235 SELF-SEALING (3 TAB) MANUFATURED BY G.A.F. AND NEW GARAGE CORP. CLASS "C" MEA #3070M OVER #15 FELT (MIN, 4" LAP) ATOP 1/2" EXTERIOR GRADE PLYWOOD SHEATHING. /-- - - - - - - - - - - - - - - - - - - - --� oz IDA GALEA N ARCHITECT — \ 1359 81st STREET BROOKLYN, NY 11228 _ (718) 259-4095 — -- �� galea.arch@gmail.com JU THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF THE ARCHITECT FOR THE CEDAR VERTICAL SIDING SPECIFIED PROJECT AND SHALL NOT BE o 12 I BY CERTAINTEED OR USED OR REPROD CED WITHOUT WRITTEN o / APPROVED EQUAL. AUTHORIZATION. U s o oz / 00 w 11 08 I � DIE I m I J Q CN O W � � z O c1-0 / \ 03 I w o I Lo cc � wN ck� m I 1 Ca_ O d DRAWING TITLE PROPOSED FRONT & � ! SIDE ELEVATIONS I 1 I 1 DOB NUMBER � 1 I ♦` I i ` — — — — — — — � „a r DATE FLOOR --------------------------------------------------------- --------------------------------------------------------------------------------------J 01.18.2021 CEL, 1, 2 SCALE DRAWN BY :: q s ;' AS NOTED IG PROPOSED SDE ELEVATION (WEST) �� c',,, �?`C6 � � DRAWING N0. SCALE: 1/4" = 1-0" C �r A-202.02 SIGNATURE&NY LICE f SE NO. 030609 DOB SEAL & SIGNATURE 8 OF 11 AREA OF 2ND FLOOR AND ROOF ENLARGEMENT AND NEW GARAGE NEW ROOF-APPROVED TYPE ASPHALT STRIP SHINGLES #235 SELF-SEALING (3 TAB) MANUFATURED BY G.A.F. CORP. CLASS "C" MEA #3070M OVER #1`5 FELT (MIN. 4" - - - - - - - - _ _ _ _ _ _ NEW ROOF-APPROVED TYPE ASPHALT STRIP SHINGLES LAP) ATOP 1/2" EXTERIOR GRADE PLYWOOD SHEATHING. #235 SELF-SEALING (3 TAB) MANUFATURED BY G.A.F. CORP. CLASS "CI' MEA #3070M OVER #15 FELT (MIN. 4" LAP) ATOP 1/2" EXTERIOR GRADE PLYWOOD SHEATHING. I � 1 LIJ s o 10 07 06 CN I 02 02.28.2022 AMEND O 1 I I 01 04.05.2021 AMEND 1 NO. DATE-7 ISSUE OR REVISION N CEDAR VERTICAL SIDING BY CERTAINTEED OR z ^ APPROVED EQUAL. I CD I lu - 1 EW�0O --- II II II NEW CONCRETE I I = FOUNDATION AND FOOTING FOR GARAGE AREA OF NEW ROOF I I j ADDITION - MIN 4'-0' BELOW GRADE I OVER EXISTING WOOD DECK I I I r_J I 1 i i i i 1___________1_i 1 1 I 1 L____J I L----J 1 I I ' 1 i_____________- L___________________________________________-____-__-_------________--_-_-_-_1--_----__--_--__-_________________________________________________________ ___I 1 I ; I I I I 1 1 I 1 I 1 I 1 i I I I PROPOSED REAR ELEVATION SCALE: 1/4" = 1-0" -- - - - - - - - - - ----- AREA ---AREA OF NEW GARAGE & 2ND FLOOR BEYOND & NEW ROOF OVER EXISTING WOOD DECK IDA GALEA 1 0 � ' N ARCHITECT -- -- I - — 1359 81st STREET EXTEND CHIMNEY TO �� �' -- — BROOKLYN, NY 11228 2'-0" HIGHER THAN THE (718) 259-4095 ROOF RIDGE - CLAD g12q.arCh� mail.com B-VENT WITH FRAMING �, / 9 9 AND CEDAR SHINGLES 0 I MATCH EXISTING ' THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF THE ARCHITECT FOR THE SPECIFIED PROJECT AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN W AUTHORIZATION. _ .o CEDAR VERTICAL SIDING z o BY CERTAINTEED OR 13 O° N APPROVED EQUAL. O� N i NEW ROOF OVER EXISTING WOOD DECK C� O Z � N IL I i z o � co (J W W co w z n' N oQ O W � Q Z 82 o DRAWING TITLE PROPOSED REAR & SIDE ELEVATIONS L_______________ I f___________________-.._ _______________J ______J DOB NUMBER DATE FLOOR \/ F `•R 01.18.2021 CEL, 1, 2 w w , L ,'-----------'---- " — — ---------- -----------------'------------------------------ ---'-- -'--------' 'l- 'r rJ � a 'am J 4 SCALE DRAWN BY �= < I< T w AS NOTED IG ��� �����`/.'may�� � �� PROPOSED SDE ELEVATION (EAST) � � DRAWING N0. ®w. ,� SCALE: 1/4" = 1-0" :��' A- 203.0 SIGNATURE& NY_7ENSE_NO. 030609 DOB SEAL & SIGNATURE 9 OF 11 NEW 2"x1_'_1" FIDCIE BEAM— DO�'N TC, VIRGIN FXISITIG MECHANICAL HEATING SYSTEM TO FILVA111 NO C-111A11GII, (JEW ,,,};10" 1N0(-)D H I P IN ALL CASES NEJ1,1 FOOTINGS TO BE `ARRIL JACK'S FASTENED TOUIZISTURBED SOIL HAVING A MIN, BEARING CAPACIT'( OF TWO (2) R I D G E BEAMS FOOTINGS To TONS PER SQUARE FOOT, EXTERIOR FOOTI, I-'L-- CARRIED 22. 6" DIA, APPROVED T)FE Af,,1ERI-VEI'\J `[ FL.I-.IL WITH AI'fl-DOV,JNl -ED PA FINII�_'HED GRADE. FIRE-RATED M'N. AIR SPACE DOWN A MI' OF 4'-0" BELOW ADJACENT DRAFT CAP TO BE ENCLOSED IN (1 ) HIR, FIRE \A RTITIOI\I. BETWELH INSIJL. AND SHEATHING DnoF SLIPPOPTS BE)`OI`,dD------ /��� } ALL STAIRS SHALL COMPLY 'A'ITH SECTION RRj-, 14.2 OF THE N.Y.S.3 2, 8 READ, - BIJII DING CODE WITH MAX. 8-1 '4" RISER AND MIN, 9" 1 10 AND 12 UNREINFORCIED CONCRETE FOUI&TION Wk,_LS TO HAVE UlIKINFORCIED CONCRETE FOOTINGS 12" TLI AND 6" EACH SIDE OF FOUNDATION '0,'ALL, '"WIDER 2 ALL HANDRAILS Al PLATFORMS 1-0 BE j_`-O" HIGH CHILDPROOF 4 DESIGN RAL-, ABOVE NOSING TO BE 10 HIGH CHILDPROOF DESIGN AS PER SECTIONS [,,\,R316.1 AND RR315.1 OF THE N.Y.S. 7 NEW FLOOR SLABS TO BE 4" THICK CONCRETE SLAB REINFORCED BUIDLING CODE, WITH Cd', 6/6 WELDED Wll,'\E MEcH- I`,,1OOTH FINISH, OVL'R 5 VIL. P _THYLENL VAPOR BARRIER ON 6" GRAVEL BASE. OLYE ALL EXTERIOR AND INTERIOR STAIR RAILINGS TO BE OF CHILDPROOF DESIGN AND Ti BE IN FULL COMPLIANCE WITH THE 02 02.28.X022 A11,1EHE) N.Y.S. BUILDING CODE. REFER TO DETAILS, P' DENOTES 4"x4" �`201) POST UNLESS OTHERWISE NOTED, 01 04,05.2021 NIEND :,ON ALL HEADERS AND TRIMV ERS' TO BE HEI'd FIR-MIN fb 1-0 BE 050 :97TDATE_7_11;1_Illul_01p, rvis,------ J, 6, STRUCTURAL DESIGN EASED ON FOLLOWII'dG LOADING S"'HEDULE: PSI UNLESS OTHERWISE NO/TED. IN ALL CASES HEADERS TO BEAR ON SOLID WOOD I) POST MIN. 4"x WIDTH OF HEADER. LBS PER SO, FT, LBS PER SO, LT. NEW 2"x`10" COLLAR 01,J ALL FLOORS ON ALL ROOF S TIES (SEE PLANS) NEW 2"xIO" WO(_)D HIP LI \,/E 1_0AE). _ . . . . . . . . . . . .. . . . . . . . . ..1-0 30 CONSIST JACKS FASTENED TO 6, ALL HEADERS JIM OF 4 OR MC'RE WOOD JOISTS TO BE PLIRLIN WITH HIJPRICANE T F'L�/VVOOD FL. . . . - . . . . . . . . . . . . . . . . . . 3 1_� THRU--BOLiED WITH 112" DIA. STEEL BOLTS STAGGER-1 4'-0" TIES ------------- . . . . . . . . . . . 4 4 MIN. AIR 'SPACE O.C. 3 MIN, FROM TOP AND /OR BOTTOM OF HEADER. 'EIdEETPOCI \'_ _ . . . . . . . . _ _ 2 ? BETWEENNS-IJIT. AND PARTI TIOI\JS, S _ , H E A T H I G 4 "\ \ 7 ALL POSTS OR COLUMNS SUPPORTING ANY HEADER Cl--\' BEAMS TOTAL 53 43 ^\ • ^� ��� SHALL BE STRUCTURALLY SUPPORTED TO CARRY LOADS CONTINUOUSLY DOWN TO BEAMS, FOUNDATIONS OR FuOTINGS, NEW 2"x'12" WOFA) F'LIRLIN----- DOUBLE FRAME HEADERS AND TRIMMERS AROUND ALL FLOOR OR V ROOF PENETRATION AND STAIR OPENINGS UNLESSOTHERAlSE WINDOW S(__ -- MAA,\IUF. B 'Y AHE ERSELT! 400 '_SERIES NOTED, SYMBOL MODEL UNIT DIM. MATERIAL REMARKS 11- FACTOR 9, PROVIDE DOUBLE ''MOOD FLOOR 0S 01 C25-C25 96 1/8" X 59 7/8" WOOD/VINYL CASEMENT INPACT RESISTANT 0.29 _TS i UNDER PARTITIONS F, SUPPORTING CEILING BEAMS WHEN THE PARTITION IS RUNNING MULLED TOGETI-IL PARALLEL TO FLOOR JOISTS. 02 C25-C25 96 1/8" X 59 7/8" WOOD/VINYL CASEMENT 0.29 10, ALL FLoOR ANVOR CEII-ING JOISTS FRAMING INTO FL'JSH HEADERS MULLED TOGETHER __LNPACT RESISTANT TO BE SUPPORTED Vv'ijTH APPROVED TECO JOIST HANGERS OR 03 C2145 4'-0" x 4'-4 13/16" WOOD/VI N YL CASEVEIJT INPACT RESISTAPIT 0 29 APPROVED EQUAL' 04 TW21031 0 2'-11 5,/8" x 4'-0 7 WOOD/VINYL DOUBLE HUI`IC NPACT RESISTANT 0.31 0--, WOOD//VINYL DOUBLE HUNG DA GALEA TW_?10 310 2'-11 5/8" x 4'-0 7/8" i INPACT RESISTAI`J 0.31 -1 PROVIDE CRO'S BRACING FOR J0jSTS OTH, A Ivll�XIVUM SPACING ARCHITECT jj 0 F 8'-0" 0,C. 06 TW21031 0 2'-11 5/8" x �'-O 7/� WOOD/VINYL DOUBLE HUNG INPACT RESISTAI'lT 0.31 12`59 81 st STREET I 'E�f/ 10" W000 PAFTERc FASTE1,TED TC) TOP PLATE 0 7 2'-11 5/8" x 4'-0 7/8" WOOD/VIN�L 0.31 BROOKLYk, NY 1122' WITH HUPE:',1CALJ7 TIES--,," DOUBLE CEILING BEAMS DIRECTI-Y UNDER �',IOOD POST)- SUPPORTING (718) 259-1095 ROOF UNLESS OTHERWISE NOTED. 00 WOOD/VINYL DOUBLE HI_!I`1!G o.-) `,A L\L 2" AIR SPACE KTWEEI� TW204G-TW2046 4'-4 X 4'-,9 7/8" INPACT PISISTA�IT 19 g]I a.a rc h 5 g rn(-I 11.c o rn H'S(ilL. AND SHEATKIG— (j AFCP'01 2'-11 15/16" X '1'-4 13/16" SPECIALTY NEW DOUBLE TOP PLATE---,, MULLED TOGETHER //\AP'_:H TOP-_� D�V�IvL DOUBLE HUIJG --- IIEW 2"X10" FLOOR J(DISTS—, -13, GARAGE CEILING ALC ENCLOSING PARTITIONS TO BE (1) HOUR 09 T\A,2 64 -VV2-G�j 4'-4 3/4" X 4'-8 7/8 WOOINPACT RESISTANT 0.29 WIND UPLIFT ROOF CONSTRUCTION: RATED WITH (1) LAYER 5/8" AFCP301 TYPE 'Y' GYPSUM BOARD ON EACH 15/16" X 1'-4 13/16" SPECIALTY _P MIJLLED TOGETHER ARCH TOP fl'!' DOCUMENT IS THE PROPERTY AN" SIDE OF ENCLOSING PARTITIONS, FOR FLOOR/CEILING ASSEMBLY. PYRIGHT OF THE AP(HITECT FOP THE �JEW HIGH WIND COLDE RATEE) Co -0 W�-)C)D/VINYL DOUBLE HUI\,IC7 0.31 SFECEI'D F�'O IICT AND SHALL NOT BE SHINGLES (FASTENED WITH 10 TW2�ID31 C ?'_11 5/8" x 4' 7/8" _I N T RESISTANT =� USED OR REPRODUCED WITH'JIT WRITTEN GALVAN12ED TW210310 2'_11 5/8" x 4'-0 7/5' WOOD/VINYL DOUBLE HL11`1G, NPACT RESISTANT 0.31 AUTHQPIZATI!I! NEW 30# FELT PAPER— __L_ NEW MIN. 5 /8"PLY WOOD FIRE RETARD WITHIN 12" OF GAS P\AN(--,E W/2 LAYERS 5/8" TYPE 12 - WOOD/VINYL AWIW,JG X" GYF 2'-0 5/8" x 1'-5 112" INPACT RESISTANT 0,31 )SUM HOARD, �_SED CELL SPRAT' IN (R- WOOD/VINYLSPECIALTY , SUL AFC135 2'-0 1/8" 3'-8 1/16" L 4 7.5,, INPACT RESISTANT 0.29 ARCH TOP STARTER STRIP NAILED AND CLLIFD-----,,, PROVIDE 4" ROCKWOOL ABOVE AND BELOW ALL RATED PAR11TIONS I',AETAL DRIP, NAIL 4" WITH GALV. BETWEEN FLOOR BEAMS FOR CONTINUOUS PALING AND � ' FIRESTOPPING. NEW FACIA BOARD----S., N 0 TE: -WINDOWS TO BE PAIN. DOUBLE GLAZED INSULATED AND SHALL MEET VII,J. REQUIREMENT OF C— rI.Y.S. EINERG)' CONSERVATION CONSTRUCTIO11 CODE. ) 16, EXHAUST FAH TO BE VENTED THRU ROOF �`v'ITH 3-112 DIAMETER -COI`JTRA,CT(-)R TO SUBMIT ORDER OF ALL WINDOWS TO ARCHITECT FOR FINAL APPROVAL >< BEFORE FINAL ORDER IS PLACED, >< G.I. VENT DUCT EQUIPPED WITH A MECHANICAL FAN WF[H A -ALL EXTERIOR CLAZIrIG, MUST HAVE Ar! IMPACT RESISTANCE RATING WHICH MEETS THE LARGE MISSILE TEST CERTIFICATION. CONTRACTOR TO VARIFY ALL WINDOWS ARE CABLED BEFORE U MflIVIUM 50 CFM CAPACITY. INSTALLATION. NEW 4" ALUMI',d. Gi-ITTFP— -WINDOW GRILLES ARE 1-0 BE ORDERED IN TOP SASHES OF DOUBLE HUNG WINDOWS ONLY. --ALL WIIIDOWS ARE TO BE ORDERED WITH THE EXTEFIOR COLOR WHITE. LL-J NEW S(DiFFIT BOARD WITH PROVIDE MOISTURE RESIST�NT WALLBOARD AS PER BSA Ell VENTS (SEE GEI,J NOTES)—zj6-62"M AT INTERIOR SIDE OF ALL PARTITIONS NEW FACIA BOARD--"" THROOMS. BAi E� CONTRACTOR TO REPAIR OFC) X REPLACE EXISTING TOP X 1 8, PROVIDE 8" OVERHANG FOR ALL ROOF EAVES, /!�TE AS REO'D DRM11ING TITLE NEW VERTICAL CEDAR SIEI^`IL, DETAILS, NOTES X 1 9, FIRESTOP EAVES 20'-0" ON CENTER AND AT CORNERS, REFER ANCHORED TO EYISTIN'(S WALL R TO WIIDOW '_)CHEDULE DETAILS ON FIRESTOPPING DETAIL SHEET, DOB f IUf'6ER Z_ _�TRIBUTE[) VEN1Q )0, PROVIDE ALUMINUM SOFFIT WITH UNIFORMLY DI( DME FLOOR <) �M It' A VF­NT AREA OF 1 SQUARE FOOT FOP\ IEVERY 300 0 1 . 118.22021 1 , 2) _4 DETAIL AT WALUROOF AT 2ND FLOOR SQUARE FEET OF ROOF AREA �,JTH ADDITIONAL ROOF VENTS PRA',l,"I BY C' PROVIDING A MIN'MUM OF I SQUARE FOOT OF VENT ARLA FOR 2 p AS NOTED IG ENLARGEMENT (TYP) EVERY 600 SQUARE FEET OF ROOF, DRAWING L"). S T AV,_�, jF -IFIF �JMATI E U,- ,1�17ZE NO, 030600 DOB SEN SICAAMRF 10 OF 11 ------------- P1 1) B E A.r,J I,,,] D P L I FT F.C) F C Q 1,] ST. HIGH WINE' ( .ODE FA T E D H I` I G L E Fl). 0# FEL4 W�'\I, LAP------ T: m,l PLYWOOD 'E H E A,T H I rd G (EXTERIOR GRADE) >"x10" H I P J A C 1<S W16" O.C. — 'I_L SLAB CLOSED CELL SPAR' 4 C,0!1 C_Rf OVER MIL VAPOR BA''RILP/ i U L A T 10 N (R 47.5) -'H'7 D S TO.�- 1 OI AND G" CRU( 7 ON COMPACTED GRADE CE!LlI\!G JOISTS SEE FL. PLAN GARAGE A GE 0 k A D L_ 02 0228,20Z_L_22 AMEND F 0 R SIZE`.; 'S P A C:E S . CLOSED CELL SPRAT LL U� INSULATION (R=47.5) 01 04,05,20/21 AMEJL, LL] F _lCM_u 12 < &16" 0.C;.10"RA-TERS x c, 0 < 0 DD EXTM 'G '__)ECD FLOOF AE/-,,\ OF I-]1\1 L-/-\,F-\) (__�,'EM EN T 4 J, 171 > x �.-�=° > � ' `=- \ Y \� -- � \. / _ '� i� / -,j j, SIF III- - 4" ALU(/, GUTTEPI ii =� MAX ALL ALU I,,/I. VE[,\JED SOFFIT— 1 7_� I-BEARINGG, PRESSURE EXISTING 2 x10 � _5 V 3 TSF BEAMS TO P E`vI A I JIB ,42,- L U,Ck,--E 5 ll\,Jc-TALL CLC)'.-,ED CELL SPRAY 5. _( R- 17- �JI"\l DFRAG,E FOUNDAA L IN EXISTING GARAGE WALLS SCALE: 112" 1 0" FIN. GRADE NO CHANGE E X IS I k! G FIRST FLOOR GARAGE NEW FAMILY "ROOM W_ EXISTING SLAB ON GRADE----/ IDA GALEA PM-)VIDE R-5 CONT. RIGID INSUL A-\CHTEC:T 2" X uJ 0 1 S T` W/ R-21 BATT Ii I SJ L 1359 81st STREET W/ 3/4" PL) WOOD SUBFLOOR BROOlKlYN, ky 11212611 AND W00[) FIl\,flS-,H FLOOR (718) 259-4095 galeo.orch(Dgnirill.corn THIS DOCUMENT IS THE PROPERTY AND EPYRIGHT OF THE ARCHITECT FOR ME SPECIFIED PROJECT AND SHALL NOT BE U"M OR RPRODUHD �',!THOUT WRITTFN A BUILDING SECTION AT AREA OF WORK AUMORIZATION. SCALE 3/8" = l'-O" LLI DRAWING TITLE BUILD11"J(3 SECTION DETAILS DOB klJ'JB[R 0 A DAIS FLOC x A 0L1 '.2.021 1 21 \9 G A SM BY e, �A tF+ AS NOTED 10 DRAWING f!U c)!z 1,� A- 302 . Oz i MB J[Al 8 SIPU1,1K 11 01I LOT: 39 LOT: 42 ZONING CALCULATIONS :- SITE PLAN NOTES ( AS APPLICABLE ) : - ------- _ S 74° 36' 00" W LOT INFORMATION: 15088' 1 . PROPOSED CONSTRUCTION WILL NOT HAVE ANY EFFECT ON ANY EXISTING STRUCTURES ADDRESS: 1300 GREENWAY WEST, ORIENT N.Y. 11957 ADJOINING BUILDING, ADJOINING LOT OR ANY SERVICE FACILITIES. — BLOCK: 1 LOT: 40 ZONE: R-40 RESIDENTIAL LOW-DENSITY (ONE-ACRE MINIMUM) SECTION 280-5 2. THE OWNER/BUILDER OF THE REFERENCED PROPERTY STATES THAT THE WORK TO BE DONE USE: SINGLE FAMILY WOOD FRAME DWELLING UNDER THIS APPLICATION WILL HAVE NO ADVERSE EFFECTS ON ANY SURROUNDING PROPERTIES 11-0 REGARDING STORM WATER DRAINAGE. o LOT AREA: 19,051.0 SF (EXISTING NONCONFORMING LOT) MINIMUM STANDARDS AS PER SECTION 280-124 M o � MAXIMUM LOT COVERAGE: 3• THERE ARE NO STREAMS OR WATER COURSES ON OR WITHIN 50'-0" OF THIS PROPERTY AS PER I �, Y / ALLOWABLE LOT COVERAGE: 20% OF ENTIRE LOT AREA AS PER SECTION 280-124 SURVEY PREPARED BY JOSEPH A. INGEGNO LAND SURVEYOR. EXISTING LOT AREA: 19,051 SF z 19,051 SF X 20% = 3,810.2 SF MAXIMUM ALLOWABLE LOT COVERAGE 4• DRIVEWAY AND PARKING AREA TO BE 4" THICK ASPHALTIC CONCRETE ON 3" DENSE GRADED STONE BASE. REFER TO DETAIL. (— EXISTING LOT COVERAGE: 2,153.12 SF (INCLUDES BUILDING & DECK) (11% LOT COVERAGE) PROPOSED LOT COVERAGE: 2,597.68 SF (INCLUDES BUILDING & DECK) (13.6% LOT COVERAGE) LOT: 41 14'-0" (MIN REQ'D FRONT YARD 35'-0") L—I MINIMUM YARD REQUIREMENTS: AREA OF NEW ROOF EXISTING OPEN N OVER EXISTING WOOD DEGRK (] AREA OF NEW b M WOOD DECK GARAGE 01 04.05.2021 AMEND MINIMUM FRONT YARD: 35' AS PER SECTION 280-124 0 ADDITION& NO. DATE I ISSUE OR REVISION PROPOSED FRONT YARDS (CORNER LOT): 35'-6" & 55'-5" M 1 49'_2" 2ND FLOOR 1 0 >— r— (MIN REQ'D SIDE YARD 10'-0") 36'-0" 16/3" N �j MINIMUM SIDE YARD: 10' AS PER SECTION 280-124 AREA OF d r— PROPOSED SIDE YARD: 49'-2" EXISTING ONE FLOOR 14'-0" N FAMILY ENLARGEME T ° ° ° -. ° TWO STORY OVER EXIST! °°°o°o MINIMUM REAR YARD: 35' AS PER SECTION 280-124 I N ONE STORY pop °°o zo FRAME HOUSE ° ° O ° N PORTION opop0p000 LLI co 00000000 PROPOSED SIDE YARD: 39'-9" N 00000000 W O°O°O°O° MAXIMUM BUILDING HEIGHT: 36-0' 15'-3" 00000000° 00000000 51'-3" planting area °0°0°0°0 MAXIMUM BUILDING HEIGHT: 35'-0" w °o°o � o 0 0 0 0 M C) , ^ EXISTING BUILDING HEIGHT: 17'-0" - °o°o°o°o V V o I o°go%a°o°o° PROPOSED BUILDING HEIGHT: 24'-3" _�* °°°° �, Z N '0' PROPOSED i o 0 N EXISTING ASPHALT DRIVEWAY 00°°000° o N 0 °°°O° ° Z �- TO BE REMAIN "' 0°0 °°0° N i o ° p p o Z M � 00000000 2 pppppOp° u Z 00000000 NEW ASPHALT o0000000 Opppp°° DRIVEWAY PLUMBING FIXTURE SCHEDULE °° °° o °° (442 SQ. FT.) °°°°° LOT: 40 °°°° o°p° ° O WASTE OR °0p FIXTURE SOIL VENT CW HW REMARKS _ _ _ _ _ 00 TOILET 4" 2" 1/2" - 680 3 ' 20" E 150.00' LAVATORY 1 -1/2" 1-1/2" 1/2" 1/2" EDGE OF PAVEMENT SINK 2" 1-1/2" 1/2" 1/2" CLOTHES WASHER 2" 1-1/2" 1/2" 1/2" N 0 R T H S E A D R I V E NOTE: ALL VENTS TO EXTEND A MIN. 2'-0" ABOVE FINISHED ROOF SITE PLAN Ll IDA GALEA ROOF SCALE: 1/16" = 1'-0" ARCHITECT 1359 81st STREET 4" BROOKLYN, NY 11228 (718) 259-4095 galea.arch@gmail.com LEGEND & SYMBOLS ABREVIATIONS 1-1/2" 2" 1-1/2 EXISTING WALL TO REMAIN BATH BATHROOM B.T. BATHTUB THIS DOCUMENT IS THE PROPERTY AND 1-1/2' 2T EXISTING WALL TO BE REMOVED C.1. CAST IRON NEW N W "`W " " CL. CLOSET COPYRIGHT OF THE ARCHITECT FOR THE NEW S OP NEW 2 X 4 WOOD STUD WALL: C.O. CLEAN—OUT DRAWING LIST SPECIFIED PROJECT AND SHALL NOT BE LAVA CRY TOI ET WASHER SI K INTERIOR: W 5/8' FC 60 DRYWALL EACH SIDE D. DRYER USED OR REPRODUCED WITHOUT WRITTEN / / DW. DISHWASHER SHEET NO. DRAWING TITLE EXTERIOR: W/ 5/8" FC 60 DRYWALL AT INTERIOR SIDE, DR. DRAIN AUTHORIZATION, 1 st FLOOR R-11 BATT INSULATION, 3/4" EXTERIOR GRADE PLYWOOD, EXT'G EXISTING 7 - w R-5 CONT. INSUL ON EXTERIOR AND SIDING F.P.S.C. FIRE-PROOF,SELF-CLOSING T-001.00 SITE PLAN, NOTES, LEGEND & ZONING 1-1/2" 4" 2" 2" FT FEET EN-001.00 REScheck C.0. C.0. NEW CMU FOUNDATION WALL G.1. GALVANIZED IRON A-101.00 EXISTING & PROPOSED CELLAR PLANS 4" 4" H.C. HA GING CABINET ABOVE A-102.00 EXISTING & PROPOSED FIRST FLOOR PLANS EXISTING BUILDING WALLS — PROVIDE NEW LDR. LEADER A-103.00 EXISTING & PROPOSED SECOND FLOOR PLANS TTE R-11 BATT INSULATION (SEE PLANS FOR LOCATION) LIN. LINEN CLOSET A-104.00 EXISTING & PROPOSED ROOF PLANS �J U C/-)A-201.00 EXISTING ELEVATIONS z W TO EXISTING HOUSE TRAP 0000000 000 NEW 4" ASPHALT DRIVEWAY M.C. MEDICINE CABINET 0.C. ON CENTER A-202.00 PROPOSED FRONT & SIDE ELEVATIONS R. RANGE A-203.00 PROPOSED REAR & SIDE ELEVATIONS w REF. REFRIGERATOR RT. RUNING TRAP A-301.00 DETAILS, NOTES & WINDOW SCHEDULE S SINK A-302.00 BUILDING SECTION & DETAILS W C) PLUMBING RISER DIAGRAM S. SOIL STACK SF SQUARE FEET � S.R. SHEETROCK Z V. VENT STACK W. WASTE STACK W.B. WASH BASIN W.C. WATER CLOSET 0, W.1. WROUGHT—IRON W.I.CL. WALK—IN—CLOSET WM. WASHING MACHINE(SPACE) W Z Z X.H.C.I. EXTRA HEAVY CAST IRON � > O LIJcc � Q r W a � O DRAWING TITLE SITE PLAN, NOTES, LEGEND, ZONING & DOB NUMBER PLUMBING RISER DIAGRAM El _ARC,' DATE FLOOR `GA °t 01.18.2021 1, 2 SCALE DRAWN BY 6 � AS NOTED IG , cs� DRAWING NO. •.�~ SIGNATURE & NY LlC NSE NO. 030609 DOB SEAL.& SIGNATURE 1 OF 11 Section Section Plans Verified Field Verified Generated by REScheck-Web Software REScheckSoftware Version : REScheck-Web # Foundation Inspection Complies? Comments/Assum tions # Fir /Rough-in Inspect &Req.ID p 9 g P Value Value Complies? Comments/Assumptions Inspection Checklist &Req.ID Compliance Cert e e a to 303.2.1 ;A protective covering is installed to ;❑Complies 402.1.1, ;Glazing U-factor(area-weighted ; U- U- ❑Complies :See the Envelope Assemblies j [F011lz protect exposed exterior insulation UDoes Not I 402,3.1, :average), ❑ table for values. Energy Code: 2018 IECC >°jand extends a minimum of 6 in.below ] 402.3.3, Does Not grade. ❑Not Observable; 1 I 402.5 :❑Not Observable ; i I Requirements: 0.0%were addressed directly in the REScheck software T❑Not Applicable [FR2]1 -❑Not Applicable Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each 403:9 ,Snow-and ice-melting system controls;❑Complies Project Davanelos Residence requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception [F012)7 iinstalled. ;❑Does Not 303.1°3 :U-factors of fenestration products; ❑Complies is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. ❑Not Observable; [FR4]1 are determined in accordance ❑Does Not Energy Code: 2018 IECC '❑Not Applicable ;with the NFRC test procedure or ❑Not Observable Location: Southold, New York Section Plans Verified Field Verified taken from the default table. # Pre-Inspection/Plan Review 'Complies? Comments/Assum tions I Additional Comments/Assumptions: Construction Type: Single-family i &Req.ID Value Value P P p []Not Applicable Project Type: Addition 402.4.1.1 ;Air barrier and thermal barrier ; ❑Complies 103.1, ;Construction drawings and € ❑Complies [FR23]1 :installed per manufacturer's Climate Zone: 4 (5572 HDD) 103.2 documentation demonstrate a' I [.. ❑Does Not ❑Does Not �instructions. Permit Date: (PR1]1 ;energy code compliance for the € ' ;❑Not Observable ;building envelope.Thermal ❑Not Observable i q *❑Not Applicable Permit Number: ;envelope represented on I ❑Not Applicable ;construction documents. N 402.4.3 ;Fenestration that is not site built :❑Complies Construction Site: Owner/Agent: Designer/Contractor: [FR20]1 :is listed and labeled as meeting ❑Does Not 1300 Greenway West Taxiarhis Davanelos Ida Galea 103.1, ;Construction drawings and ❑Complies AAMA/WDMA/CSA 101/1.5.2/A440 103.2, ;documentation demonstrate ❑Does Not I or has infiltration rates per NFRC [ ❑Not Observable j Orient,NY 11957 99 Both Street Ida Galea,Architect 403.7 !energy code compliance for ❑Not Observable :400 that do not exceed code '❑Not Applicable Brooklyn,NY 11209 1359 81st Street [PR3]1 ;lighting and mechanical systems. I limits. ) 646-244-8600 Brooklyn,NY 11228 Systems serving multiple ) ❑Not Applicable i _ newdeltamgt@gmaiLcom 718-259-4095 ,dwelling units must demonstrate [ 402.4.5 IC-rated recessed lighting fixtures[ ❑Complies galea.arch@gmaii.com compliance with the IECC (FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm ;Commercial Provisions, c leakage at 75 Pa. ❑Not Observable 302.1,, _Heating Heating and cooling equipment is; Heating: Heating: ;[]Complies _ ❑Not Applicable 122]2 per A Manual S ❑Does Not 403.3.1 :Supply and return ducts in attics [. ❑Com lies 40 sized p CCA u based ; Btu/hr ; Btu/hr [P on loads calculated per ACCA ; Cooling: i Cooling: ; [FR12]1 insulated>=R-8 where duct Is i p Compliance: 8.8% Better Than Code Maximum UA: 68 Your UA: 62 Maximum SHGC: 0.40 Your SHGC: 0.31 f Manual or other methods ;❑Not Observable , ❑Does Not ; Btu/hr ; Btu/hr >=3 inches in diameter and>= f The%Better orworse Than Code Index reflects how close to compliance the house Is based on code trade off rules. approved by the Code official. ❑Not Applicable ;R-6 where<3 inches.Supply and t' ❑Not Observable i It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. _ ;return ducts In other portions of ❑Not Applicable :the building insulated>=R-6 for 1 diameter>=3 inches and R-4,2 Additional Comments/Assumptions: ;for<3 inches in diameter. Envelope Assemblies 403.3.2 ;Ducts,air handlers and filter t ❑Complies [FR13] i boxes are sealed with ❑Does Not 1 joints/seams compliant with ( i, 3 r �P ;International Mechanical Code or ❑Not Observable Ceiling:Cathedral Ceiling 400 55.0 0.0 0.019 8 International Residential Code,as ❑Not Applicable i :applicable. Wall:Wood Frame,16"D.C. 255 32.0 0.0 0.047 4 403.3.3 Building cavities are not used as ❑Complies Window:Wood Frame 48 0.310 15 [FR15] i ducts or plenums. ❑Does Not N0. DATE ISSUE OR REVISION ❑Not Observable j SHGC:0.31 91 ' Window 1:Wood Frame 120 0.290 35 SHGC:0.31 l i T❑Not Applicable i 403.4 2 HVAC piping conveying fluids R-_ R-_ ;❑Complies Compliance Statement: The proposed building design described here is consistent with the building [FR17] above 105 QF or chilled fluids ; p p p g g g plans,specifications,and other Q �❑Does Not r; below 55 F are insulated to:yR- ; calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in 3. ;❑Not Observable REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. _12 ; :❑Not Applicable it (Aa- I Cil. I�VG �+'GT � aw // ?O�/ Name-Title Slanature Date 403.4.1 ;Protection of insulation on HVAC ❑Com lies I [FR24]1 ;piping. ❑Does Not 1 y j []Not Observable i' ❑Not Applicable 403.5.3 Hot water pipes are insulated to R-_ R- ;❑Complies [FR18]2. ❑Does Not ' bNot Observable ❑Not Applicable i 403.6 Automatic or gravity dampers are K ❑Com Iles [FR1912 'installed on all outdoor air p 'intakes and exhausts. ❑Does Not f, °❑Not Observable T❑Not Applicable 1 High Impact(Ter 1) 2. Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Davanelos Residence Report date: 02/11/21 Project Title: Davanelos Residence Report date: 02/11/21 Project Title:Davanelos Residence Project Title:Davanelos Residence Report date: 02/11/21 Data filename: Data filename: Report date: 02/11/21 Pagel of 9 Page 2 of 9 Data filename: Data filename: p Page 3 of 9 Page 4 of 9 I Section Plans Verified Field Verified Section Section Section # Insulation Inspection Complies? Comments/Assumptions tions Plans Verified Field Verified Plans Verified Field Verified Plans Verified Field Verified Value Value P P � # Final In Provisions Value Value Complies. Comments/Assumptions I # Final Inspection Provisions Value Value Complies? Comments/Assumptions # Final Inspection Provisions Complies? Comments/Assumptions &Req.ID &Req.ID &Req.iD &Req.ID Value Value 303.1 All installed insulation is labeled ❑Complies 402.1.1, ;Ceiling insulation R-value. R-_ R-_ ;❑Complies ;See the Envelope Assemblies 403.6.1 All mechanical ventilation system ❑Complies 303.3 ;Manufacturer manuals for ❑C m ' [IN13]2 . or the installed R-values =❑Does Not 402.2.1, ❑ Wood ;❑ Wood ;❑Does Not ;table for values. [F125]z fans not part of tested and listed i -, ❑Does Not [FI18]3 mechanical and water heating o plies provided. 402.2.2, HVAC equipment i ❑Does Not ❑Not Observable ; 402.2.6 ;❑ Steel ;I] Steel ;❑Not Observable p ant meet efficacy : '❑Not Observable ;systems have been provided. I I and air flow limits per Table :❑Not Observable ; [; ❑Not Applicable : j 1 '❑Not A licable ❑Not Applicable [FII] PP 'R403.6.1. pp [ 402.1.11 ;Wall insulation R-value.If this is a; R-_ ; R-_ ;❑Complies ;See the Envelope Assemblies 1 ❑Not Applicable 403.2 : ;Hot water boilers supplying heat ❑Complies Additional Comments/Assumptions: 402.2.5, :mass wall with at least 1/2of the ;table for values. 2 , j❑ Wood i❑ Wood ❑Does Not (FI26] "through one-or two-pipe heating ❑Does Not 402.2.6 +wall insulation on the wall 1 303.1.1.1,;Ceiling insulation Installed per ❑Complies systems have outdoor setback p . [IN3]1 ,exterior,the exterior insulation, ;❑ Mass ;❑ Mass j❑Not Observable ; 303.2 ;manufacturer's instructions. ❑ ❑ ❑Not Applicable F .❑Does Not control to lower boiler water ❑Not Observable ;requirement applies(FRlO). Steel Steel [ 1211 Blown insulation marked every ` 300 ft:. '❑Not Observable I 'temperature based on outdoor ONot Applicable f ❑Not Applicable temperature. 303.2 {Wall insulation is installed per ❑Complies 402.2.3 'Vented attics with air permeable i ❑Complies 403.521.1 Heated water circulation systems '❑Complies [IN4)1 ;manufacturer's instructions. ❑Does Not [F122]2 insulation include baffle adjacent % ❑Does Not [FI28] have a circ4lation pump.The ❑Does Not p'' to soffit and eave vents that ;system return pipe is a dedicated a Not Observable k ❑Not Observable extends over insulation. ❑Not Observable return pipe or a cold water supply' ❑ 'El Not Applicable { ❑Not Applicable : j ;pipe.Gravity and thermos- ), �❑Not Applicable syphon circulation systems are ) . 402.2.4 ;Attic access hatch and door ; R- ; R_ .:syphon not present.Controls for a Additional Comments/Assumptions: [FI3]1 insulation;-R-value of the T ;❑Does Not circulating hot water system IDA ��I ;adjacent assembly, pumps start the pump with signal GALEA ; Not Observable ; ARCHITECT ❑Not Applicable for hot water demand within the I TELT ;occupancy.Controls 402.4.1.2 ;Blower door test @ 50 Pa.<-5 ; ACH 50=_ ; ACH 50= ;❑Complies automatically turn off the pump i . 1359 81st STREET [FI17]1 ach in Climate Zones 1-2,and ;❑Does Not when water is in circulation loop `r. <=3 ach in Climate Zones 3-8. is at set-point temperature and (ONDt Observable no demand for hot water exists. BROOKLYN, NY 11228 I :❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Com ►les 403.521.2 .Electric heat trace systems € ❑Complies (718) 259-4095 [FI2711 ;determine air leakage with ft2 ft2 ❑ p [F1291 comply;with IEEE 515.1 or UL ❑Does Not ;either:Rough-in test:Total Does Not 515.Controls automatically ;❑Not Observable iadjust the energy input to the ❑Not Observable golea.orch@gmail.com ;leakage measured with a heat tracing to maintain the ❑Not Applicable ;pressure differential of 0.1 inch ❑Not Applicable desired water temperature in the ". ±w.g,across the system including .piping. ,the manufacturer's air handler ; enclosure if installed at time of 403.5.2. ?Demand recirculation water ;❑Complies l test.Postconstruction test:Total ; tF13012. . systems have controls that . ❑Does Not i leakage measured with a manage operation of the pump pressure differential of 0.1 inch and limit the temperature of the []Not Observable THIS DOCUMENT IS THE PROPERTY AND I ;w.g.across the entire system water entering the cold water F ❑Not Applicable COPYRIGHT OF THE ARCHITECT FOR THE includingthe manufacturer's air ; SPECIFIED PROJECT AND SHALL NOT BE piping to water eat re. USED OR REPRODUCED WITHOUT WRITTEN handler enclosure. 403.5.4 Drain yvater heat recovery units k y ❑Complies 403.3.4 ;Duct tightness test result of<=4 ; Cfm/100 cfm/100 ;❑Complies [F131]2 tested in accordance with CSA '❑Does Not [F14]1 ,cfm/100 ft2 across the system or : ft� : ft2 :❑Does Not : B55.1. Potable water-side } ❑Not Observable ' AUTHORIZATION. I<=3 Cfm/100 ft2 without air pressure loss of drain water heat . handler @ 25 Pa.For rough-in ;❑Not Observable recovery units<3 psi for [, ❑Not Applicable ; ;tests,verification may need to ❑Not Applicable individual units connected to one occur during Framing Inspection.------------- .or two showers.Potable water- 3 side pressure loss of drain water - 403.3.2.1 ;Air handler leakage designated ❑Complies heat recovery units<2 psi for [F[24]1 !by manufacturer at<=2%of heat Not individual units connected to :design air flow. # three o,r more showers, f. ❑Not Observable , ❑Not Applicable 404.1 :90%or more of permanent ( ❑Complies 403;1.1 Programmable thermostats r [F16]1 'fixtures have high efficacy lamps. ❑Does Not : U �) g '❑Complies 1 1 [Fi9]2 installed for control of primary [. ;❑Does Not : []Not Observable J heating and cooling systems and ;[]Not Observable ; ❑Not Applicable • initially cot by manufacturcr to .- ,_�_,_, code specifications. , ❑Not Applicable 404.1.1 ;Fuel gas lighting systems have ;❑Complies IJ [FI23]3 'no continuous pilot light. ❑Does Not Q (� 403.1.2 Heat pump thermostat installed ;[:]Complies O [EIlOj2, .'on heat pumps. ;❑Does Not [ ❑Not Observable i j [ ::[--]Not Observable ❑Not Applicable J }❑Not Applicable I 401.3 ;Compliance certificate posted. ;❑Complies j [FI7]2 '❑Does Not 403.5.1- .Circulating service hot water ��_ ❑Complies Z [FIJI]2 systems have automatic or ❑Does Not i ❑Not Observable accessible manual controls. c, �� J f ❑Not Observable ❑Not Applicable (� ❑Not Applicable ; ; 1 N 1 High Impact(Tier 1) �,2 Medium Impact(Tier 2) 3 Low Impact(Ter 3) 1 High Impact(Tier 1) `2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact( 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Ter 2) 3 Low Impact(Tier Project Title: Davanelos Residence Report date: 02/11/21 Project Title:Davanelos Residence Report date: 02/11/21 Project Title:Davanelos Residence Report date: 02/11/21 Project Title: Davanelos Residence Report date: 02/11/21 C,_ Data filename: Page 6 of 9 Data filename: Page 7 of 9 Data filename: Page 8 of 9 Data filename: Page 9 of 9 C=. .< Q LlJ o C) o Q f`f C= o a c- a DRAWING TITLE REScheck DOB NUMBER D A, FLOOR /', X,",Z DATE "'10�� °P GA4� /A 01.18.2021 1, 2 Nor `A SCALE DRAWN BY AS NOTED IG 030609 �Cj��J° DRAWING NO, ' �� EN -001 .00 SIGNATURE& NY LICENSE NO. 030609 DOB SEAL& SIGNATURE 2 OF 11 EAS 1 I gq I I I I 14'-6" 12" 12'-0" 12" I It1 ----�------e-----�----e--�—°---- EXT'G SLAB ON GRADE N ° I N I 2' W X 1' DEEP I I EXIST NG EXISTING OPEN CELLAR (NO WORK) CONC FOOTING I BOILE R (TYP) 2' 0" 12" BLOCK EXISTING OIL TANK FOUNDATION WALL (TYP) 12" a 01 04.05.2021 AMEND I I EXT'G SLAB ON GRADIM N0. DATE ISSUE OR REVISION I I I I I I I I I I I I I I I • I I I 51.3' I I I I I NEW 4" SLAB ON GRADE a SEE DETAIL DWG A-302 EXISTING CELLAR PLAN N N SCALE: 1/8" = 1-0" I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I UP I 9R I I —I I I I I I I I I I I I I I I I I I a I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I L-------------------------- � I I I I I I — --e---j------------------------ J I12" 12'-0" 12" --------0---------- 6----------- ----------0----- ----A--------- EXT'G SLAB ON GRADE 14'-0" EXISTING EXISTING CELLAR (NO WORK) IDA GALEA BOILER ARCHITECT 1359 81st STREET BROOKLYN, NY 11228 (718) 259-4095 galea.arch@gmail.com EXISTING OIL TANK THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF THE ARCHITECT FOR THE SPECIFIED PROJECT AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN EXT'G SLAB ON GRADE AUTHORIZATION. w1 I-- U C� z w w � � EXISTING CELLAR PLAN o n-� >- CD SCALE: 1/4" = 1-0" w Q >— � z �1 t/ ' N_ 1 C.- o CD DRAWING 11TLE EXISTING & PROPOSED CELLAR PLANS DOB NUMBER FLED /A e° 'S�� -�� �y`a '°• DATE FLOOR e / n GacF����` 01.18.2021 CEL t. SCALE DRAWN BY AS NOTED IG V, 03060 U� DRAWING NO. N�Ns' A- 101 .01 SIGNATAI' E NO, 030609 008 SEAL 81c SIGNATURE 3 OF 11 WOOD DECK WOOD DECK 1R J A 3 I '01 I REF AREA OF EXISTING HOUSE AREA OF NEW GARAGE SHO i oW. ® ii NO BULK CHANGE ENLARGEMENT ol I 14'-0" BATH W'`' ©� KITCHEN 9QEa BEDROOM P� 179 S.F. 1 113 S.F. a + ' n I 4'-6" 9—6 ol 9'-4" 9'-4" 70, SL I T U. o 0 IIIIi (2) 2" x 10" JOISTS STAGG BOLTED TOGETHER 00 o ARA I � ---- -------�---------------� o y J 376 S.F. N E%1'C 2'"10'N!STS � '` 016'O.C. -----y " I I I 6 x 6" WOOD POST r- II 1 r------ _— I I I (TYP FOR 3) F------ DINING ROOM r-- Eo( I IVING ROOM F+__--- 164 S.F.263 S.F. r i i I ii NEW ROOF OVER ii EXT'G WOOD DECK II � Q I - - 2 01 04.05.2021 AMEND AREA EX 'G WOOD UP BURNING NO. DATE ISSUE OR REV SION - j PIZZA OVEN F❑- I Of -.4- ! o ° WOOD DECK uP WOOD DECK —I 1 R I 7n J X 2" x 10" JOISTS_ 51.3' i @ 16" O.C. DRYER `n co I (_ CD N EXISTING FIRST FLOOR PLAN ' I � ADD ONE STEP TO ACCOUNT A 13'-0" = 1—O FOR BUILD UP OF FLOOR A-302 SCALE: 1/8 03 ` WASHER 1 2" x 10" LEDGER BOARD BOLTED TO STRUCTURE REF. 3'-0" x 6'-8" SHO ow. DN00 °N NEW GARAGE GUEST BEDROOMeo 1R 329 S.F. o 113 S.F. 1 I 00 BATH w.C, KITCHEN - 3'-5: 3'-5" (�I0 179 S.F. CLOSET C, CLOSET x g R`' O lcn loo I 2—10" 6> 6 `a 6„ 0 0 N, CL I 3 BUILD UP FLOOR TO ADD —0 7—0 DN PLUMBINGPIPES, JL CL 1R HEATING INSULATION APPROX " PROVIDE —5 CONT INSUL & R-21 ATT ---------------, 00 1 � co N IDA GALEA ------------- NEW F A I L Y ROOM ARCHITECT 298 S.F. 02 1359 81st STREET Q BROOKLYN, NY 11228 EXT'G 2 x 10 JOISTS @ 16' O.C. Z (718) 259-4095 .P I J golea.orch@gmail.com LIVING ROOM DINING ROOM 1410" 1 263 S.F. 64 S.F. UP UP 13R 13R AT EXISTING WALLS THIS DOCUMENT IS THE PROPERTY AND PROVIDE R-11 BATT INSULATION COPYRIGHT OF THE ARCHITECT FOR THE "P" AT INTERIOR AND R-5 RIGID 01 INSULATION AT EXTERIOR SPECIFIED PROJECT AND SHALL NOT BE 7'-10" 7'-10" USED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. PLANTING AREA A A-302 W f— U C� z LTJ W � O PROPOSED FIRST FLOOR PLAN � z � SCALE: 1/4" = 1-0" � W � rr' o wZ z m � Q O W � � O n o c � O DRAWING TITLE EXISTING & PROPOSED FIRST FLOOR PLANS DOB NUMBER c ED DATE FLOOR 7 G 01.18.2021 1 SCALE DRAWN BY AS NOTED IG DRAWING NO, j 609 N`k A- 102 .01 SIGNATURE'fiT ENSE NO. 030609 DOB SEAL & SIGNATURE 4 OF 11 35'-10" REMOVE ROOF MEMBRANE DOWN RAILING AND ROOF STRUCTURE 17\ 14'—O" 10 goo >va 7'-0" 7 W.C. W.C. BEDROOM 01 BATH BATH BEDROOM #2 159 S.F. e. a 162 S.F. 1 O EXISTING ONE STORY GARAGE ROOF NEW 2" x 12" PURLIN BEAM C AREA OF NEW 2nd FLOOR "---------------"—"—'"-- �i & ROOF ENLARGEMENT. BEDROOM #3 BEDROOM #4 123 S.F. STUDY AREA 123 S.F. m 142 S.F. I i2 C/7 � w o 0 0 cn cr� v cm- C) O O= ,:I- COVERED COVERED DECK 73 S.F. O X 01 04.05.2021 AMEND I 10-11 14' 10'-11" N _AREA OF EXT'G 2nd FLOOR 'S AREA OF 2nd FLOOR A P 08 NO. DATE ISSUE OR REVISION & ROOF (NO WORK) i ENLARGEMENT A-302 ------_---_—_---------- 'P" _ 35'-10" 71 NEW 2" x 12" RIDGE BEAM N 4'-9" 5'-6" P" lool 06 07 EXISTING SECOND FLOOR PLAN WALK-IN CLOSET/ SCALE: 1/8" = 1-0" — —_--- --- --_— — EX 2"x12" PURLIN BEAM P NEW P "P" "P DRESSING AREA _— _ _ --— _ _—_—_—_—_ _—_—_-----_---_— I 2" x 12" PURLIN BEAM 355 S.F. S TUB I 25'-10" I I `a� I I W.C. ]E�ATH BEDROOM #1BATH ENLARGED BEDROOM #2 o 159 S.F. 285 S.F. , B. u I I CD o w cn NEW 2" x 12" PURLIN BEAM II ----------------------- I o >= II CL ; x ¢ II CL II CL Qe II + I 09 CL 4,_0" 6\8> i 7'-0" 7'-0" --- ------ -—-—-—- --------------------- ----- _ EXT'G 2"x12" RIDGE BEAM P NEW 2" x 12" RIDGE BEAM 'I 'I I II II I <i CLI' � c `a ,O I Oa I o0 o II ouj II o%o BEDROOM #3 ENLARGED BEDROOM #4 " 123 S.F. 298 S.F. `" N ,i STUDY AREA 142 S.F. `p. I I +6 IDA GALEA B• II EXT'G 2"x12" PURLIN BEAM II ARCHITECT --------------------- ------------- ---- -------------------------- ----- --------- NEW 2" x 12" PURLIN BEAM 1359 81st STREET I BROOKLYN, NY 11228 (718) 259-4095 04 3'-10 1/2" 05 3-10 i/2„ galea.arch@gmail.com 7_g COVERED DECK 15'-3" 73 S.F. A A-302 THIS DOCUMENT IS THE PROPERTY AND 2"x8" BEAM (P.T.) COPYRIGHT OF THE ARCHITECT FOR THE SPECIFIED PROJECT AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. I z W w � � PROPOSED SECOND FLOOR PLAN o >- o SCALE: 1/4" = 1-0" W N cn I- O n z z Q � 0 ow z oQ � � oCL- DRAWNG TITLE EXISTING & PROPOSED SECOND FLOOR PLANS DOB NUMBER G���ED qr1, :, `,, 0',c �:� DATE FLOOR G���9 '�� � 01.18.2021 2 's 1 SCALE DRAWN BY AS NOTED IG -7�\' 3060(3 a�� ; DRAWING NO. A- 103 .01 SIGNATURE&`N Y LICENSE N0. 030609 DOB SEAL.& SIGNATURE 5 OF 11 16'-0" _____________________-________ RAILING AND ROOF MEMBRANE TO BE REMOVED 1 _— DOWN TO ROOF STRUCTURE 1 AREA OF ENLARGEMENT OF 2ND FLOOR — �Ir� Inl�rlrn rnl�rlr�1>TI� Ill�lf�fi fnil�l>-11 rnl�rlr� 1 - IIII 11 I► II II II II II ►1 II II II II II I II II II II II II II II II II II II II 11 11 11 11 11 II II II II II 11 11 11 III II 11 11 11 11 11 11 II II 11 11 11 11 11 II II II TTTI FT put Illi Ell ul ILIU <UI ILII lull Ili 1111 1 L11 ILi II T ' I I EXISTING GARAGE DOOR AND DOOR I I COMPONENTS TO BE REMOVED T4 Ll I I I I I I 1 11 1 1 1 1 1 1 1 1 1 1 NO. DATE ISSUE OR REVISION I � � 1 II I II I I I I I 1 I I 1 I I L______________� AREA OF EXISTING WALL TO BE REMOVED � I I AND NEW WINDOW TO BE INSTALLED I 1 I 1 1 I I 1 L_ r_J L-1 1 1 I I r---------------------------------------------------------------------- i I i i 1 r 1 `-----------------------------J -------J I 1 1 IL -_^^� I ----------------------------------------------------------------------------------------------------------------------------------- EXISTING FRONT ELEVATION EXISTING SIDE ELEVATION (EAST) SCALE: 1/4" = 1-0" SCALE: 1/4" = 1-0" AREA OF EXISTING WALL AND SLIDERS TO BE REMOVED ' AREA OF 2ND FLOOR EXTENSION OVER EXISTING -- , � / / / LT11 RAILING AND ROOF MEMBRANE TO BE REMOVED DOWN TO ROOF STRUCTURE �IF-- AREA OF ENLARGEMENT OF 2ND FLOORLE III I I 111 11 I I I 111 RAILING AND ROOF MEMBRANE TO BE REMOVED ' DOWN TO ROOF STRUCTURE ' ' ' ' AREA OF ENLARGEMENT OF 2ND FLOOR IDA GALEA r TTrlf if n 7in nil i!1 TTii7 ni Ti Fn lrTTnl=ri TIIT II I11> I7 II II II Il II II II II II II II II II II II II II II II II II II I II II ►I II II II II It II I II II II II II II II II I I�TIII II 5I II IIII I TII IIRI II III II I II I II IIII RII II 1111 MII II II II IFH ii SI ITll�l ' II IIII tll II II II I III II II II ItI I II II I I III I I I II IARCHITECT II II II II II II II II111LI II II I III I ll I II II II II II IIII II II 1359 81st STREET II I► IJ111=111LI11111111LILJ1 LlII1LILJ11LJ11lILIJ 1LI1J111111L1 II II LU111 IA Ell IH fill LigL11 El u lulliu Eljl ��ll ILII �J 1�ILIl llJl Illi = Ill1111 I BROOK8LY2,59Y401228 galea.arch®gmail.com 95 � /� III 1N1 III H 111- ' ' III IIII III IIII III THIS DOCUMENT IS THE PROPERTY AND ' ' ' ' II( IIII III COPYRIGHT OF THE ARCHITECT FOR THE SPECIFIED PROJECT AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. I I AREA OF EXISTING WALL TO BE REMOVED W �-- AND NEW WINDOW TO BE INSTALLED I U () I ---------------------------------------------------------------------------------- ----------------------------- i i i I LJJ w I L3. C) 1 W J L I I ^/ 1 I 1 1 1 I 1 C/-) W L� O W Z EXISTING REAR ELEVATION EXISTING SDE ELEVATION (WEST) w SCALE: 1/4" = 1-01/ SCALE: 1/4" = 1-0" W Z Z oQ O W oQ o CO- a DRAWING TITLE EXISTING ELEVATIONS DOB NUMBER pCy�//4`, DATE FLOOR P GA 4,,,,q 01.18.2021 CEL, 1, 2 SCALE DRAWN BY AS NOTED IG 030609 �p� ,� DRAWING NO, OF 11 °'� A- 201 .00 SIGNA`IUR -LICENSE NO, 030609 DOB SEAL & SIGNATURE 7 OF 11 AREA OF 2ND FLOOR AND ROOF ENLARGEMENT �— AND NEW GARAGE NEW ROOF-APPROVED TYPE ASPHALT STRIP SHINGLES #235 SELF-SEALING (3 TAB) MANUFATURED BY G.A.F. CORP. CLASS "C" MEA #3070M OVER #15 FELT (MIN. 4" LAP) ATOP 1/2" EXTERIOR GRADE PLYWOOD SHEATHING. — — NEW ROOF-APPROVED TYPE ASPHALT STRIP SHINGLES #235 SELF-SEALING (3 TAB) MANUFATURED BY G.A.F. _ — _ — - � CORP. CLASS "C" MEA #3070M OVER #15 FELT (MIN. 4" _ — — - LAP) ATOP 1/2" EXTERIOR GRADE PLYWOOD SHEATHING, o - -- - ED Cw� 1 = o z I °° LLJ 04 05 09 � N CEDAR SIDING BY CERTAINTEED OR APPROVED EQUAL. 5" EXPOSED PERFECTION SHINGLES, COLOR BY IARCHITECT If I I Ll +� I 17T / \ 01 04.05.2021 AMEND NO. I DATE I ISSUE OR REVISION 01 � 00 \ JL / yTy _,NE A AG ' \ DO R / ----- \ / ' I I I I I I 1 I 1 I � I I j 1 I 1 1 I L______________J L--------------------------------------------------------------------------------_--___J 1 I ------------- i 1 1 1 I I I I ♦ � 1 I ; I I I --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- I I PROPOSED FRONT ELEVATION SCALE: 1/4" = 1-0" AREA OF 2ND FLOOR AND NEW ROOF-APPROVED TYPE ASPHALT STRIP SHINGLES ROOF ENLARGEMENT #235 SELF-SEALING (3 TAB) MANUFATURED BY G.A.F. AND NEW GARAGE CORP. CLASS "C" MEA #3070M OVER #15 FELT (MIN. 4" LAP) ATOP 1/2" EXTERIOR GRADE PLYWOOD SHEATHING. /-- - - - - - - - - - - - - - - - - - —� IDA GALEA N ARCHITECT 1359 81st STREET BROOKLYN, NY 11228 (718) 259-4095 gal ea.arch@gmail.com THIS DOCUMENT IS THE PROPERTY AND ' CEDAR SIDING BY COPYRIGHT OF THE ARCHITECT FOR THE SPECIFIED PROJECT AND SHALL NOT BE oCERTAINTEED OR USED OR REPRODUCED WITHOUT WRITTEN Z'L ' APPROVED EQUAL. 5" AUTHORIZATION. o 0 08 EXPOSED PERFECTION C-D 00w SHINGLES. COLOR BY "? "' i ARCHITECT CN c N CO J -H ' w CD Ni I I / \ D No / \ , I I I I I I I X03 I � 02 00 c) w z ' w � w `✓ O O r Q O m O O d I ' DRAWING TITLE I 1 PROPOSED FRONT & 1 I SIDE ELEVATIONS DOB I 1 1 I IU R 1 I I ' I i Arc` . DATE FLOOR --------------------------------------------------J ��� \�p,G!��` �S%�;;, 01.18.2 0 21 CEL, 1, 2 SCALE DRAWN BY PROPOSED SDE ELEVATION (WEST) AS NOTED IG DRAWING NO, SCALE: 1/4 = 1-0 �'�y'�. 03060� p¢;:� A- 202 .01 F0 �_�A� SIGNATDRENt NSE-"N0. 030609 DOB SEAL & SIGNATURE 8 OF 11 AREA OF 2ND FLOOR AND ROOF ENLARGEMENT AND NEW GARAGE NEW ROOF-APPROVED TYPE ASPHALT STRIP SHINGLES #235 SELF-SEALING (3 TAB) MANUFATURED BY G.A.F. CORP. CLASS "C11 MEA #3070M OVER #15 FELT (MIN. 4" - - - - - - - - _ _ _ _ _ _ NEW ROOF-APPROVED TYPE ASPHALT STRIP SHINGLES LAP) ATOP 1/2" EXTERIOR GRADE PLYWOOD SHEATHING, J #235 SELF-SEALING (3 TAB) MANUFATURED BY G.A.F. CORP. CLASS "C" MEA #3070M OVER #15 FELT (MIN. 4" LAP) ATOP 1/2" EXTERIOR GRADE PLYWOOD SHEATHING. ZmlC) I z 30 ' CD ED I w �w = o zo °° ' 10 m N I f- F- iia 0 1 01 04.05.2021 AMEND 1 • N0. DATE ISSUE OR REVISION " CEDAR SIDING BY CERTAINTEED OR 1 APPROVED EQUAL. 5' o EXPOSED PERFECTION I W SHINGLES. COLOR BY 1 ARCHITECT I /, 11 L-JI 001111 , 111 7-7 Al 177 I EW��O — --- 1 II li ii 1 I 1 1 I I I ' i I I i i i I ✓ I f NEW CONCRETE FOUNDATION AND FOOTING FOR GARAGE ; Z AREA OF NEW ROOF ADDITION - MIN 4'-0" I OVER EXISTING WOOD DECK ! iI ' BELOW GRADE 1 I I I I 1___________1_� 1 I I 1 ._J I 1 1 1 I ----i 1 I 1 I 1 I I 1 I ' I 1 1 ; j I I I j 1 1 1 j - - - - - - - ------- I I I I I I --------------------------------------------------------------------------- PROPOSED REAR ELEVATION SCALE: 1/4" = 1-0" /-- - - - - - - - - - —� AREA OF NEW GARAGE & 2ND FLOOR BEYOND & NEW ROOF OVER EXISTING WOOD IDA GALEA DECK ' ' ARCHITECT ----- I N I — 1359 81st STREET EXTEND CHIMNEY TO ' ' — — BROOKLYN, NY 11228 2'-0" HIGHER THAN THEYLYlI — (718) 259-4095 ROOF RIDGE - CLAD a(718)C25 -409 Om B-VENT WITH FRAMING ' 9 9 AND CEDAR SHINGLES 0 I ---- MATCH EXISTING 1 THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF THE ARCHITECT FOR THE __ ___= SPECIFIED PROJECT AND SHAII NOT BE USED OR REPRODUCED WITHOUT WRITTEN oAUTHORIZATION. CEDAR SIDING Z o BY CERTAINTEED OR 00 N APPROVED EQUAL. 5" nl EXPOSED PERFECTION J N Q SHINGLES. COLOR BY ARCHITECT 1 777 ----- - W - U C ----- 1 z w NEW ROOF OVER EXISTING 0 _ WOOD DECK zC w � z N1. 1.J 1 C9co ----- z z oQow I I 1 I I I n' �� O �-• I I I I I I 1 1 1 1 I 1 I 1 DRAWING TITLE i PROPOSED REAR & SIDE 1 1 I 1 I I I 1 I 1 -J L_� ; L_� I ; ! i I ELEVATIONS 1 ---------------------� ' ' --------- �----------------------------- DOB NUMBER I I 1 I 1 ED AR `�.. E cy DATE FLOOR -----------_ ----------------------------------------------------------------------------------------------------- W� 01.18.2021 CEL, 1, 2 1 � I SCALE DRAWN BY AS NOTED IG PROPOSED SIDE ELEVATION (EAST, 030609 © .� DRAWING NO. SCALE: 1/4" = 1-0" � o y A- 203.01 SIGNATURE11TTICENSE NO. 030609 DOB SEAL& SIGNATURE 9 OF 11 GENERAL CONSTRUCT ON NOTES NEW 2"x12" RIDGE BEAM IN ALL CASES NEW FOOTINGS TO BE CARRIED DOWN TO VIRGIN 21 . EXISTING MECHANICAL HEATING SYSTEM TO REMAIN NO CHANGE. NEW 2"x10" WOOD HIP 1 JACKS FASTENED TO UNDISTURBED SOIL HAVING A MIN. BEARING CAPACITY OF TWO (2) RIDGE BEAMS TONS PER SQUARE FOOT. EXTERIOR FOOTINGS TO BE CARRIED22. 6" DIA, APPROVED TYPE AMERI-VENT FLUE WITH ANTI-DOWN MIN. 2" AIR SPACE DOWN A MIN. OF 4'-0" BELOW ADJACENT FINISHED GRADE. DRAFT CAP TO BE ENCLOSED IN (1) HR. FIRE-RATED PARTITION. BETWEEN INSUL. AND SHEATHING ROOF SUPPORTS BEYOND 23. ALL STAIRS SHALL COMPLY WITH SECTION R04.2 OF THE N.Y.S. 2. 8", 10" AND 12" UNREINFORCED CONCRETE FOUNDATION WALLS TO BUILDING CODE WITH MAX. 8-1/4" RISER AND MIN, 9" TREAD. - HAVE UNREINFORCED CONCRETE FOOTINGS 12" THICK AND 6" WIDER EACH SIDE OF FOUNDATION WALE. 24, ALL HANDRAILS AT PLATFORMS TO BE 3'-0" HIGH CHILDPROOF DESIGN RAIL, ABOVE NOSING TO BE 2'-10" HIGH CHILDPROOF DESIGN AS PER SECTIONS RR316.1 AND RR315.1 OF THE N.Y.S. 3. NEW FLOOR SLABS TO BE 4" THICK CONCRETE SLAB REINFORCED BUIDLING CODE. I I WITH 6"x6", 6/6 WELDED WIRE MESH-SMOOTH FINISH, OVER 5 MIL. POLYETHYLENE VAPOR BARRIER ON 6" GRAVEL BASE. 25, ALL EXTERIOR AND INTERIOR STAIR RAILINGS TO BE OF CHILDPROOF DESIGN AND TO BE IN FULL COMPLIANCE WITH THE N.Y.S. BUILDING CODE. REFER TO DETAILS. 4. 'P' DENOTES 4"x4" WOOD POST UNLESS OTHERWISE NOTED. I I 01 04.05.2021 AMEND I ALL HEADERS AND TRIMMERS TO BE HEM FIR-MIN fb TO BE 950 No. DATE ISSUE oR REVISION 5. r 26. STRUCTURAL DESIGN BASED ON FOLLOWING LOADING SCHEDULE; ED. IN ALL CASES HEADERS TO BEAR PSI UNLESS OTHERWISE NOT ON SOLID WOOD POST MIN. 4"x WIDTH OF HEADER. LBS PER SQ. FT. LBS PER SQ. FT, NEW 2"x10" COLLAR ON ALL FLOORS ON ALL ROOFS TIES (SEE PLANS) NEW 2"x1o" WOOD HIP ALL HEADERS CONSISTING OF 4 OR MORE WOOD JOISTS TO BE LIVE LOAD. . . . . . . . . . . . . . . . . . . . . . .. . . 40 30 JACKS FASTENED TO 6. PLYWOOD FL_. . . . . . . . . . . . . . . . . . . . . . . . 3 3 PURLIN WITH HURRICANE THRU-BOLTED WITH 1/2" DIA. STEEL BOLTS STAGGERED @ 4'-0" TIES '--------------- - O.C. 3" MIN. FROM TOP AND /OR BOTTOM OF HEADER. BEAM 5. . . . . . .. . . . . . . . . . . . . . . . . . . . . . .. . . . 4 4 M'N. 2" AIR SPACE SHEETROCK. . .. . . . . . . . .. . . .. . . . . . . . . . 2 2 BETWEEN INSUL. AND SHEATHING PARTITIONS.. . . . . . . . . . . . . . . . . . . . . . . . . 4 0 I, 7. ALL POSTS OR COLUMNS SUPPORTING ANY HEADER OR BEAMS TOTAL 53 43 SHALL BE STRUCTURALLY SUPPORTED TO CARRY LOADS CONTINUOUSLY DOWN TO BEAMS, FOUNDATIONS OR FOOTINGS, NEW 2"x12" WOOD PURLIN g DOUBLE FRAME HEADERS AND TRIMMERS AROUND ALL FLOOR OR ROOF PENETRATION AND STAIR OPENINGS UNLESS OTHERWISE NOTED. g. PROVIDE DOUBLE WOOD FLOOR JOISTS UNDER PARTITIONS SUPPORTING CEILING BEAMS WHEN THE PARTITION IS RUNNING PARALLEL TO FLOOR JOISTS. WINDOW SCHEDULE— MANUF. BY ANDERSEN — 400 SERIES 10, ALL FLOOR AND/OR CEILING JOISTS FRAMING INTO FLUSH HEADERS TO BE SUPPORTED WITH APPROVED TECO JOIST HANGERS OR SYMBOL MODEL UNIT DIM. MATERIAL TYPE REMARKS U-FACTOR APPROVED EQUAL. 01 C25-C25 96 1/8" X 59 7/8" WOOD/VINYL CASEMENT INPACT RESISTANT 0.29 MULLED TOGETHER IDA ����� I 11 . PROVIDE CROSS BRACING FOR JOISTS WITH A MAXIMUM SPACING „ 02 C25-C25 96 1/8" X 59 7/8" WOOD/VINYL CASEMENT INPACT RESISTANT 0.29 ARCHITECT OF 8'-0 o.C. NEW 2%10" WOOD RAFTERS MULLED TOGETHER 1359 81st STREET FASTENED TO TOP PLATE 12. DOUBLE CEILING BEAMS DIRECTLY UNDER WOOD POSTS SUPPORTING _ BROOKLYN, NY 11228 WITH HURRICANE TIES ROOF UNLESS OTHERWISE NOTED. 03 C245 4'-0" x 4'-4 13/16" WOOD/VINYL CASEMENT INPACT RESISTANT 0.29 (718) 259-4095 MIN. 2" AIR SPACE BETWEEN galeo.arch@mail.com 9 INSUL. AND SHEATHING 04 TW210310 2'-11 5/8" x 4'-0 7/8" WOOD/VINYL DOUBLE HUNG INPACT RESISTANT 0.31 NEW DOUBLE TOP PLATE NEW 2"X10" FLOOR JOISTS 13, GARAGE CEILING & ALL ENCLOSING PARTITIONS TO BE (1) HOUR 05 TW210310 2'-11 5/8" x 4'-0 7/8" WOOD/VINYL DOUBLE HUNG INPACT RESISTANT 0.31 WIND UPLIFT ROOF CONSTRUCTION: RATED WITH (1) LAYER 5/8 TYPE X GYPSUM BOARD ON EACH 06 TW210310 2'-11 5/8" x 4'-0 7/8" WOOD/VINYL DOUBLE HUNG INPACT RESISTANT 0.31 THIS DOCUMENT IS THE PROPERTY AND NEW HIGH WIND CODE RATED SIDE OF ENCLOSING PARTITIONS. FOR FLOOR/CEILING ASSEMBLY. COPYRIGHT OF THE ARCHITECT FOR THE SHINGLES (FASTENED WITH 07 TW210310 2'-11 5/8" x 4'-0 7/8" WOOD/VINYL DOUBLE HUNG INPACT RESISTANT 0.31 SPECIFIED PROJECT AND S'lT NOT BE GALVANIZED NAILS) 08 AFC135 2'-0 1 8" x 3'-8 1 16" wooD/vINYL sPECIALTY -- USED OR REPRODUCED PFTHOUT WRITTEN / / ARCH TOP INPACT RESISTANT 0.29 AUTHORIZATION. NEW 30 FELT PAPER 09 TW2046-TW2046 WOOD/VINYL DOUBLE HUNG INPACT RESISTANT 0.29 14. FIRE RETARD WITHIN 12" OF GAS RANGE W/2 LAYERS 5/8" TYPE 4'-4 3/4° x 4'-8 7/8° NEW MIN. 5/8"PLY WOOD X GYPSUM BOARD. AFCP301 2'-11 15/16" X V-4 13/16" SPECIALTY NEW 6" BATT INSULATION (R-30) MULLED TOGETHER ARCH TOP STARTER STRIP NAILED 10 TW210310 2'-11 5/8" x 4'-0 7/8" WOOD/VINYL DOUBLE HUNG INPACT RESISTANT 0.31 AND CLUED 15. PROVIDE 4" ROCKWOOL ABOVE AND BELOW ALL RATED PARTITIONS w I— METAL DRIP, NAIL 4" °.c. BETWEEN FLOOR BEAMS FOR CONTINUOUS RATING AND U WITI- GALV. NAILS FIRESTOPPING. w NEW FACIA BOARD NOTE: -WINDOWS TO BE MIN. DOUBLE GLAZED INSULATED AND SHALL MEET MIN. REQUIREMENT OF N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE. U� 1 6. EXHAUST FAN TO BE VENTED THRU ROOF WITH 3-1/2 DIAMETER -CONTRACTOR TO SUBMIT ORDER OF ALL WINDOWS TO ARCHITECT FOR FINAL APPROVAL BEFORE FINAL ORDER IS PLACED. G.I. VENT DUCT EQUIPPED WITH A MECHANICAL FAN WITH A -ALL EXTERIOR GLAZING MUST HAVE AN IMPACT RESISTANCE RATING WHICH MEETS THE LARGE MINIMUM 50 CFM CAPACITY. MISSILE TEST CERTIFICATION. CONTRACTOR TO VARIFY ALL WINDOWS ARE LABLED BEFORE INSTALLATION. O LJ� NEW 4" ALUMN. GUTTER -WINDOW GRILLES ARE TO BE ORDERED IN TOP SASHES OF DOUBLE HUNG WINDOWS ONLY. NEW SOIFFIT BOARD WITH 1 7PROVIDE MOISTURE RESISTANT WALLBOARD AS PER BSA -ALL WINDOWS ARE TO BE ORDERED WITH THE EXTERIOR COLOR WHITE. C VENTSSEE GEN NOTES _ ( ) #756-62SM AT INTERIOR SIDE 0E ALL PARTITIONS ENCLOSING Q Q o W NEW FACIA BOARD BATHROOMS. Q o CONTRACTOR TO REPAIR ORR 0 0 REPLACE EXISTING TOP 18, PROVIDE 8 OVERHANG FOR ALL ROOF EAVES. PLATE AS REQ'D DRAWING TITLE NEW VINYL sIDINGDETAILS, NOTES & ANCHORED TO EXISTING WALL 19. FIRESTOP EAVES 20'-0" ON CENTER AND AT CORNERS. REFER TO WINDOW SCHEDULE DETAILS ON FIRESTGPPING DETAIL SHEET. DOB Nf,`,4BFR 20, PROVIDE ALUMINUM SOFFIT WITH UNIFORMLY DISTRIBUTED VENTSX\� A�c�,�. PATE FLOOR WITH A MINIMUM VENT AREA 0E 1 SQUARE LOOT FOR EVERY 300 19 T�� 01.18.2021 1 , 2 DETAIL AT WALL/ROOF AT 2ND FLOOR SQUARE FEET OF ROOF AREA WITH ADDITIONAL ROOF VENTS ' - f SCALE DRAWN BY PROVIDING A MINIMUM OF 1 SQUARE FOOT OF VENT AREA FOR �� � � � AS NOTED IG ENLARGEMENT_ (TYP) EVERY 600 SQUARE FEET 0E ROOF. 030G)) Q DRAWING N0. OF A s16TE NTUCENSE NO, 030609 DOB SEAL & SIGNATURE 10 OF 11 2"x12" RIDGE BEAM WIND UPLIFT ROOF CONST. HIGH WIND CODE RATED SHINGLES. ! I 30# FELT: 4" MIN. LAP ! 12 4" CONCRETE SLAB MIN 5/8" PLYWOOD SHEATHING OVER 6 MIL VAPOR BARRIER (EXTERIOR GRADE) ; 5.5 AND 6" CRUSHED STONE 2'x10" HIP JACKS @16 O.C. ON COMPACTED GRADE z 6" BATT INSULATION (R=30) GARAGE _ GRADE CEILING JOISTS SEE FL. PLAN __ _ I= 01 04.05.2021 AMEND FOR SIZES 8c SPACES � _ I I I =_____ I _= =12 CMU N0. DATE ISSUE OR REVISION 6" BATT INSULATION (R=30) o z2. 5 CD I — — = I =_ Q N 12 2"x10"RAFTERS @16" O.C. o m o 00 E T'G SECOND 00 - AREA F ENLARGEMENT ~ = =III= O = I= IMAX ALLOW +1 =BEARING PRESSURE = 3 TSF 4" ALUM. GUTTER. I ALUM. VENTED SOFFIT i EXISTING 2"x10" BEAMS TO ,�' ��� GARAGE FOUNDATM DETAIL- REMAIN 4" ALUM. LEADER. SCALE: 1/2" I INSTALL_ R-11 BATT INSUL IN EXISTING GARAGE WALLS FIN. GRADE NO CHANGE EXISTING FIRST FLOOR - GARAGE NEW FAMILY ROOM -- - -- IDA GALEA ARCHITECT 1359 81st STREET EXISTING SLAB ON GRADE BROOKLYN, NY 11228(718) 259-4095 PROVIDE R-5 CONT. RIGID INSUL galea.arch@gmail.com 2 X 8 JOISTS W/ R-21 BATT INSUL W/ 3/4" PLYWOOD SUBFLOOR AND WOOD FINISH FLOOR THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF THE ARCHITECT FOR THE SPECIFIED PROJECT AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN A - BUILDING SECTION AT AREA OF WORK AUTHORIZATION. SCALE : 3/8" = 1'-0" w � � W W � � D � w � O c) w w l/ ('�J N_ W cn Q CD Od_ d. DRAWING TITLE BUILDING SECTION & DETAILS DOB NUMBER DATE FLOOR �� � \QP GA�F� 01.18.2021 1, 2 n SCALE DRAWN BY AS NOTED IG DRAWING NO. A- 302 . 01 SIGNATURE & NY LICENSE NO. 030609 DOB SEAL & SIGNATURE 11 OF 11