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HomeMy WebLinkAbout50516-Z of so�ryO`o Town of Southold * * P.O. Box 1179 0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45759 Date: 11/19/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 55 Pinewood Rd Cutchogue, NY 11935 Sec/Block/Lot: 110.-3-1 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 02/14/2024 Pursuant to which Building Permit No. 50516 and dated: 04/05/2024 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: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. The certificate is issued to: Jose Pirir Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-24-0157 7/24/2024 ELECTRICAL CERTIFICATE: 50516 07/31/2024 PLUMBERS CERTIFICATION: Rafael Tezen 07/30/2024 Outor'zed Signature �gufFill't TOWN OF SOUTHOLD Sao ay BUILDING DEPARTMENT z TOWN CLERK'S OFFICE oy • 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#: 50516 Date: 4/5/2024 Permission is hereby granted to: Lombardi Wm R Irry Trust 2600 Eagles Lake Rd Virginia Beach, VA 23456 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. At premises located at: 55 Pinewood Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 110.-3-1 Pursuant to application dated 2/14/2024 and approved by the Building Inspector. To expire on 10/512025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $996.00 CO-ADDITION TO DWELLING $100.00 Total: $1,096.00 Building Inspector oF so�ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 �� �O sea n:devlinR-town.south old.ny.us COUNNI BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Lombardi Wm R Irry Trust Address: 55 Pinewood Rd city,Cutchogue st: NY zip: 11.935 Building Permit#: 50516 section: 110 Block: 3 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: SA Electrical License No: 62094ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor Hot Tub Addition Survey Attic X . Garage INVENTORY Service 1 ph X Heat Duplec Recpt 39 Ceiling Fixtures 16 Bath Exhaust Fan 4 Service 3 ph Hot Water Oil GFCI Recpt $ Wall Fixtures 15 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 59 CO Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt r�] Emergency Strobe Heat Detectors Disconnect 1 I Switches 4$ 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW, Hood, MD, 200A Panel 40 Circuit/ 34 Used Notes: One Story w/ Finished Basement I Inspector Signature: Date: July 31, 2024 S.Devlin-Cert Electrical Compliance Form o�,;�SufFoc�-�o . Town Hall Annex Telephone(631)765-1802 54375 Main Road .< < P. O. Box 1179 N = Southold, NY 11971-0959 - Yy . BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Q ?j 0 o 2 L Building Permit No. Owner: —�O5 e- (Please print) Plumber: h Te—Z e ya, (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 20 CESAR A GRAJALE6 + Notary Public,State of New York Notary Public, SU�FD County No.02GR6383879 Qualified in Suffolk County Commission Expires Nov.26,2034 L. J U L 3 1 2024 Building Department -rf,u,n ,ems %f SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. Ulm, 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ .-ROUGH PLBG. [ ] F UNDATION 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� [ ] RENTAL REMAR S: rl,*4A7�O�p 1p uo �nftl pwv DATE RX4 OF SOUIyO� # # TOWN OF SOUTHOLD BUILDING DEPT. um��� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ } INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ]- FIREPLACE- & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 'nn ��f DATE S . INSPECTOR- " ho�aOF 50UTho� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [140"R H PL13G. j ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] =EC/O [ ] RENTAL REMA S: Ci - a C� l �L �� . 9142vt �v DATE INSPECTOR OF SOUIyo� # TOWN OF S.OUTHOLD BUILDING DEPT. "cou 631-765-1802 �(V> tO INSPECTION [ ]. FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING rvf.FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REM R S l i41AA V r�'� V DATE —w INSPECTOR OF SO(/TyO� n 51 & , n j-VV2;C� TOWN OIF-�SO.UTHOLDBUILDINGI DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] 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 [ ] RENTAL REMARKS: ,.1` M v �)Lw k DATE INSPECTOR PIRIR RESIDENCE U JOSE PIRIR LU 55 PINEWOOD RD CUTCHOGUE NY 11935 N 0 V 1 3 2024 DAVID MARTINS ARCHITECT CERTIFICATION LETTER:' �i V')i'y1 r t RA,LEED CERTIFIED ti "^ ` 'i ._; 'r 'r.;' 18 MIDTOWN RD CARLE PLACE NY 11514 TO WHOM IT MAY CONCERN: I am writing to you today concerning the work performed at the Pirir Residence at 55 Pinewood email:dm@architectsmad.com Road in Cutchogue. cell:(631)332-3021 After performing a site visit to inspect and review the construction as well as images provided by the contractor,our office verified that all new footing and foundation has been installed as per the NYS Residential Code 2020 and matches the signed and sealed architectural drawings performed by our office and submitted for permit 1 approved by the town. If any further clarification is required,please do not hesitate to contact my office. Sincerely, David Martins,RA R�U ANO RC r Seal: f� w 71* O qr£OF t � I � Buildln.g Envelope and Duct Tightness Report 2018 IEO' as amended by the 1020 New York State Supplement,'sections R402.4.1.2 and R403.3.4 ( Address of Test 55 Pinewood Road Cutcho ue g NY 11935 Test Date 7/23/2024 Building Permit#: 50516 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 ; E Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness � Volume Calculation : Check if: Floor Area Volume 0 Conditioned Basement Basement 1.106 8456 Conditioned Crawl Space Crawl 552 2486 Sealed Attic lst 1559 12470 *The conditioned floor area of dwelling is calculated in 2nd accordance with ANSI 2765;except that-conditioned floor Attic 4070 r includes areas where the ceiling heightis less.than 5 Total Volume 28382 CFM @50 pa 1077.4 Air changes/hr@5 pa 2.28 Ow Code Compliance: Pass Duet Tighfiiess: Post Construction Test-Total Duct Leakage Syste n4: Duct Location Floor Area Leakage CFM @ 25paC CFM/100 ft2 CFAII Code Compliance: System-2: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ft'CFA� Code Compliance; System-3: Duct Location •--------------------- --- )aloor Area Leakage CFM @ 25pa CFM/100 ft2 CFA� Code Compliaiicei -...� All building envelope tightness has beep ver6f6ed atiid conducted in accordance with RESNET/ICC 380 ASTM E779 or ASTM E1821,'6s required by 2018 IECC as amended 5 tte 2ULO,Nevv York +ate Sippllernt;�sec ion �44. f1re uilding duct and plenum system.has been verified as required�ytfie 201!✓'iECC as a?iieied by 2020 New York State Suppleme t, ction R403.3.4. Si uatui e: / '��%% „a, .• << ` J U L 3 1 2024 Dates-° 7/23 2024 Christopher viOjuc".r gy Solutions I r:,6iEr?7@3g 4°aE'.paririlent C ♦ .,1 Lead Short Form Date: 55 Pinewood Road €1 h .E E k a 1 E it C.ti Date: May 24,2024 i , ,w ENTIRE HOUSE By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com ® • • • For: 55 Pinewood Road, Cutchogue, NY 11935 Htg Clg Infiltration Outside db(°F) 12 86 Method Simplified Inside db.(°F) 70 75 Construction quality Average Design TD(°F) 58 11 Fireplaces 2(Average) Daily range - L Inside humidity(%) 40 54 Moisture difference(gr/lb) 36 25 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN, INC. Make Rheem Trade NAVIEN Trade RHEEM Model NCB-190/060H +H2O-3-2020 at 140F Cond RA14AZ30AJl NA AHRI ref 205661696 Coil RHlPZ3017STANNA AHRI ref 209430611 Efficiency 95 AFLIE Efficiency 12.0 EER, 15.2 SEER Heating input 56000 Btuh Sensible cooling 19880 Btuh Heating output 45300 Btuh Latent cooling 8520 Btuh Temperature rise 41 °F Total cooling 28400 Btuh Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.028 cfm/Btuh Air flow factor .0.052 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.84 ROOM NAME Area Htg load CIg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) GREAT KITCHEN 753 14242 9758 402 510 BEDROOM 2 167 3096 1862 87 97 M. BATH 147 3587 1418 101 74 M. BEDROOM 229 5002 2985 141 156 BEDROOM 1 150 2546 1704 72 89 BATH 1 68 0 0 0 0 BATH 2 54 1190 432 34 23 HOBBY ROOM 287 5779 991 163 52 BATH 55 0 0 0 0 JUL 3 1 2024 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. `parfrri Ma 2413:38:24 Right-Suite@ Universal 2023 23.0.05 RSU25299 rt?fir"iTj +;z; 0L'thoi Page ...bs155 Pinewood Road155 Pinewood Road ManJSD.rup Calc=MA House Front faces:SW r ENTIRE HOUSE 1911 35442 19149 1000 1000 Other equip loads .3102 2315 Equip.@ 1.00 RSM 21464 Latent cooling 3984 TOTALS i 1911 38544 i 25448 1000 i 1000 JUL-Calculations approved by ACCA to meet all requirements of Manual J'SY' d. * _J Wr1ghtsoft, ; J;r 2024-May-2413:38:24 Rig ht-Su ite@)Universal 2023 23.0.05 RSU25299k? F'ryy��yt Paget �?-"-.. ...bs155 Pinewood Road155 Pinewood Road ManJSD.rup Calc=MJ8 House Front faces:SW ?i BASEMENT HOBBY ROOK 163 cfm UNFINISHED ARE BATH Mechanical Legend Sheet Metal Supply Trunk Sheet Metal Return Trunk Flex Duct [,--j, - Supply Grille/Register r - Grille/RegisterAbove >= Wall Grille/Register s . i ..; JUL 3 1 2024 � 1 r�:7,-,since c cc � Job#: 55 Pinewood Road Performed by Gerson Rubio for: Home Energy Solutions Page 1 187 E Main St Right-Suite@ Universal 2023 55 Pinewood Road Huntington,NY 11743 23.0.05 RSU25299 Cutchogue,NY 11935 Phone:631-673-0664 2024-May-2413:38:31 home-energysolutions.com gdlamay3@gmail.com ...Road\55 Pinewood Road ManJSD.rup 1ST FLOOR- . � GREAT KITCHE 127 cfm 127 cfm 7" 7„ 127 cfm 127 cfm 7" 7" BEDROOM 12' 97 cfm 6" 7" ROOM 6" 4" 34 cfm Tc89 14' BATH II BATH 2 M.BEDROOI M.BATf- 7" 156 cfm 101 cfm 6„ Mechanical Legend Sheet Metal Supply Trunk Sheet Metal Return Trunk Flex Duct Supply Grille/Register n Grille/Register Above 3 Wall Grille/Register Job#: 55 Pinewood Road Home Energy Solutions Scale: 1 : 115 Performed by Gerson Rubio for: Page 2 55 Pinewood Road 187 E Main St. Right-Suite@ Universal 2023 Huntington,NY 11743 23.0.05 RSU25299 Cutchogue,NY 11935 Phone:631-673-0664 2024-May-2413:38:32 home-energysolutions.com gdlamay3@gmail.com ...Road155 Pinewood Road ManJSD.rup r Manual S Compliance Report Job: M Pinewood Road Date: May 24,2024 ENTIRE HOUSE By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com ' • foerhatioh For: 55 Pinewood Road, Cutchogue, NY 11935 0,61 C1 EOUP Design Conditions Outdoor design DB: 86XF Sensible gain: 21464 Btuh Entering coil DB: 77.3°F Outdoor design WB: 71.9°F Latent gain: 3984 Btuh Entering coil WB: 64.9°F Indoor design DB: 75.0°F Total gain: 25448 Btuh Indoor RH: 54% Estimated airflow: 1000 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA14AZ30AJ1 NA+RH1 PZ3017STANNA Actual airflow: 1000 cfm Sensible capacity: 23700 Btuh 1101/6 of load Latent capacity: 9600 Btuh 241%of load Total capacity: 33300 Btuh 131%of load SHR: 71% o • • Design Conditions Outdoor design DB: 12..4°F Heat loss: 38544 Btuh Entering coil DB: 66XF Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: NAVIEN, INC. Model: NC13-190/060H +H2O-3-2020 at 140F Actual airflow: 1000 cfm Output capacity: 45300 Btuh 118%of load iT,I ! JUL 3 1 2024 L Meets all requirements of ACCA Manual S. 8iftlC', r'r,F,{C�fy�P-p�7ent w righttsoft- 2024-May-24 13:38:24 •, �.. �,r n Right RSU25299 Pagel AC ..bs155 Pinewood Road155 Pinewood Road ManJSD.rup Calc=MJ8 House Front faces:SW Duct System Summary Job: 55 Pinewood Road Date: May 24,2024 ENTIRE HOUSE By Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com For: 55 Pinewood Road, Cutchogue, NY 11935 Heating Cooling External static pressure' 0.70 in H2O 0.70 in H2O Pressure losses 0.33 in H2O 0.33 in H2O Available static pressure 0.37 in H2O 0.37 in H2O Supply/return available pressure 0.306/0.064 in H2O 0.306 10.064 in H2O Lowest friction rate 0.121 in/100ft 0.121 in/100ft Actual air flow 1000 cfm 1000 Cfm Total effective length(TEL) 306 ft -ti • e 1 - , • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk BATH 2 h 1190 34 23 0.180 4.0 Ox 0 VIFx 19.8 150.0 st2 BEDROOM 1 c 1704 72 89 0.185 6.0 Ox 0 VIFx 10.8 155.0 st2 BEDROOM 2 C 1862 87 97 0.179 6.0 Ox 0 VIFx 25.8 145.0 st2 GREAT KITCHEN C 2439 100 127 0.121 7.0 Ox 0 VIFx 42.8 210.0 st2A GREAT KITCHEN-A C 2439 100 127 0.160 7.0 Ox 0 VIFx 31.8 160.0 st2A GREAT KITCHEN-B c 2439 100 127 0.164 7.0 Ox 0 VIFx 26.8 160.0 st2A GREAT KITCHEN-C C 2439 100 127 0.123 7.0 Ox 0 VIFx 37.8 210.0 st2A HOBBY ROOM h 5779 163 52 0.163 7.0 Ox 0 ShMt 13.0 175.0 st2 M.BATH h 3587 101 74 0.186 6.0 Ox 0 VIFx 24.8 140.0 st1 M.BEDROOM c 2985 141 156 0.185 7.0 Ox 0 VIFx 20.3 145.0 st1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2 Peak AVF 758 770 0.121 720 14.0 0 x 0 ShtMetl st2A Peak AVF 402 510 0.121 649 12.0 0 x 0 ShtMetl st2 st1 Peak AVF 242 230 0.185 694 8.0 0 x 0 ShtMetl JUL 3 1 2024 1 °W t it�lf i tS®fti n 2024-May-24 13:38:24 " , rt Right-Suite®Universal 202323.0;05 RSU25299 ��b�+;� �!-,��-r"3 Cr3(�nf Pagel ...bs155 Pinewood Road155 Pinewood Road ManJSD.rup Calc=MJ8 House Front faces:SW southOld M Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb1 Ox 0 1000 1000 53.0 0.121 716 16.0 Ox 0 VIFx E 6 JUL 3 1 2024 L I rl,9rs3s�„ neriar,11ment f CAVV i C27 I-NUUMUOU { wrrightsoW 2024-May-2413:38:24 1, -.I-,..—M... a.. Right-Suite@)U niversal 2023 23.0.05 RSU25299 Page 2 Crt� ...bs\55 Pinewood Road\55 Pinewood Road ManJSD.rup Calc=MA House Front faces:SW p{oa;'na^10 LIMOIL 3 i i' t i + � t I + i I 1 ` � n f 0', .0t. ON jr _ f J�v� _ � �� ��'•n � -Jrw _ .yK Yam. Air jr jwll lot oe p� y'r ,fir� r .r "ter •�' _ f ,,�' � - ..r T ,E �-r�- c' � '�.� r ' f•. +., w� „, � �r� .r� _.� - fir. '� r' ��``..}}ttr I t IR d Y �t4 �F �s I' r.. tea, �44�� t 0 jVOWTN OF SOUTHOLD BUILDING DEPT. 631 -765-1802 r INSPECTION [ I FOUNDATION 1ST? RESAR ( J ROUGH PLBG. t J FOUNDATf0N 2ND [ I' SULA7ioWCAULKiNG [ p FRAMING I STRAPPING [ FINAL [ I FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION j FIRE RESISTANT CONSTRUCTION [ 'FIRE RESISTANT PENETRATI014 [ J ELECTRICAL (ROUGH) [ ) ELECTRICAL (FINAL) ( ) CODE VIOLATION ( ] PRE C/O [ j RENTAL r ., ._ I t Iq 12 •y ATE �r INSPECTOR "� ,. .h ... .. .. .. A �i�y 1 T +M � ws •1• • � ,� � •. � s. q .. ,... t ._ 3 _ I [ j . r ♦ • ' � ; `� � �' t ��� �:� .: K•`' r ,.. ��,x,� i Y .� ♦. i� ' � �� � � �� - :, ., � , � ; r f, ��: i I, � ��� ti� », �l F ►wi-"" a � U weer-�'�z�-.:.� _�� 5 a ;S Yj _�,�'Ts'�,r,�.,. .w, tea..,..... wr+r.wr'-`.�, T��]r:w r. 0 i t ,.1 i ELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) --- -- ------— ------- ---- -- ----- - -- j ---------------------------------- FOUNDATION (2ND) - — ---------- ---- �_ z -� -- l� CIS s Q aw ] f Joys a ROUGH FRAMING & 5—�.{—��,-�— (� 'e ( 1 -O l -- PLUMBING k----NAN r ? Y�eshGV- - - - - J � r 1NSULATION PER N.Y. ---�-"-�---- -- -/ STATE ENERGY CODE 4�'�G f CA,q � w— tps J t h ksli ► '-1M USr .0 ( �C Itl�jC VA riot FINAL -- -- --- ADDITIONAL COMMENTS O q(P .t'� _ P�-GO.-----re car ] D'I 051 4�fl&rts�' -- --- - - --- ------ -- � 4 Z C .b i r `�,�ufFatrco TOWN OF SOUTHOLD—BUILD ING DEPARTMENT ti N � - Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only "" PERMIT NO. �G c-C Building Inspector: FEB 1 4 2024 Applications and forms must be filled out in their-entirety:Incomplete applications will not be accepted _'1Nhere�the Applicant is not the owner,an c stir='S 'a�'=° `�end Owner's Authorization form(Page 2)shall be completed: '„ f ''i? u7i wsGt tFioi: Date: a/la 44 OWNERS)OF PROPERTY Name: 305E flox SCTM #1000- 3 _ Project Address: W QiNewaoo go • CUTG006UE • MY Phone#: 631 - WC) - 5450 Tall: 505F . Q,¢te @ yAtbo 40fn Mailing Address: ygla 1yUODbE Coum CALUeeTON) • N q33 CONTACT PERSON ` Y r Name: 305E4�i2 Mailing Address: 55 PINEWOQO Ra • Cu-rcHOGue • my Phone#: 300 — 5 y5D Email: SasE • Q,¢,Q @ yAfoo cam DESIGN PROFESSIONAL.INFORMATION Name: m>a2rINs ___I4 _mAo_.. Mailing Address: 1.5 ln'llDrowN „ JZD C',Aew_ PrAcE •_Ny, Phone#: -63) 332 -3021--------------._._._._-_--- CONTRACTOR INFORMATION,. j t ?4 Name: Dose ple,e Mailing Address: .55 PlNew000 Ro Cu-muoGUe • my Phone#: 631 30e) — 5y5D Email: SasE • Q�¢t2 @ yartoo cam - DESCRIPTION OF',PROPOSED CONSTRUCTION 4' ❑New Structure ❑Addition WAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 14$.850 (w/o Will the lot be re-graded? ®Yes El No Will excess fill be removed from premises? ❑Yes XNo w t ow— pong 1 s S PROPERTY.'INFORMATION Existing use of property: e g PAmlty Intended use of property: SINvCE FAM y 0WEwNG Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R _ 40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. ® Check Box After Reading all'dramage and storm water issues as provitled by Cha p;ter 236 of the Town Code,:APPLICATION IS HEREBY MADE to the'Building-Department for�'the rssuar ce of a Building Permit pursuant to the Building Zone Ordinance;of, the Townof Southold;Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the'construction of;buiidings ' additions;'alterations or for-rerrroval or demolition as herein`:'described The applicant agrees-to comply with all applicable laws,ordinances,building code,..': housing co de andie6lations-and to:admit;authorized:inspectors on premises and in building( '_for necessary inspections:false statements made herein are% punishable as a Class A misdemeanor'pursuarit to Section.210AS of the New York State penal C3W. - Application Submitted By(print name): ❑Authorized Agent ®Owner Signature of Applicant: Date: STATE OF NEW YORK) S: COUNTY OFS I, ) ___ __— _ being duly sworn, deposes and says that(s)he is the applicant r_ame of individual signing contract)abo named, (S)he is the �Gi;.i ��'. (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/ er knowledge and belief; and that the work will be performed in the manner set forth in the application file therewit l Sworn before me this NOTARYPUBDAVY LIC S ATEOFNEWYORK r NO.01 DA001 2354 day of 1r2�fUQ( , 20 QUALIFIED IN SUFFOLK COUNTY 2027 PROPERTY OWNER AUTHORIZATION N/ (Where the applicant is not the owner) I, S� \/1�1Y residing at q2 13 c e,0 L) q rll do hereby autho ' to apply on my behalf to the Town.of Southold B ing Department for approval as described herein. S-6s I �� Owner's Sig u e Date Print Owner's Name 2 ns . co BUILDING DEPARTMENT- Electrica l", ��guFFO(Kc0 ��f�'sp�c�or TOWN OF SOUTHOLDr M Town Hall Annex - 54375 Main Road 11 X61� 9 :� o ® Southold, New York 119W- 9 9 4,f �a®� Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh(ac_southoldtownny.gov -� seand(a)_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Dater —��-2 Company Name: :�) A 54.6aQPC4C ovC, Electrician's Name: cCAR, -r>8 �&-oV-- License No.: Me - &26 Elec. email• rS/2�G�CTFGcC �� Elec. Phone No: qq5 q14?,-ZWO ❑I request an email copy of Certificate of Compliance Elec. Address.: 2g `j ulu IOwu p Des bAv !tl ttqtj JOB SITE INFORMATION (All Information Required) Name: `::�Zsr Address: SS l,v,,- w ap d Ai - l Cross Street: /141 uuw4 Phone No.: -Sl — 0p 5--A 10 Bldg.Permit#: 13 P # 5 aS 16 email: -4t),Se I Or d a p o co,-, Tax Map District: 1000 Section: 6 Block: -3, L-x.) Lot: C901 a O o 0 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: IT ®a 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❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 D H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Jll�ay `flu,,fi LA BUILDING DEPARTMENT- Ele'cftricdPtsplec�or2 024 � TOWN OF SOUTHOLD .4 wn: ToWn Hall Annex- 54375 Main Road--Urg C= 0 14-7-9�j ca Southold, New�York 11 971L Telephone (631) 765-1802 - FAX (631) 76579502 iamesh -kuthoIdtownny.gov-��-seand,(c)-soLith6ldtoWnnv.q v (@ APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: t) A 5,19aTic-4c inrC-- Electrician's Name: jetCAl2 !>0 5&4AL-L- Li cense No.: -Elec. email:- EIec. Phone No: (4143 qqZ,-V00 0 1 request an email copy of.Certificate of Compliance Elec. Address.: 1,7-6 Sa()le-E—IC)U-r' 12._O kAvLtPF0k e)AV-5 iJy t1q JOB SITE INFORMATION (All Information Required) Name:, �O&t q, ,-C(y Address: dy CJT Nvc: AJ -1 llc13S Cross Street: /WTLoOd Phone No.:—6-31 --300, StA �9 Bldg.Permit#: '-B_p # 50516 email: ir LJ Tax Map District: 1000 Section: 11() .()6 Block: 0-3 , 00 Lot: (3rjl a L,01 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: 1-2,50" Circle All That Apply: Is job ready for inspection?: YES [:] NO F]Rough In ❑ Final Do you need a Temp Certificate?: F-1 YESF-] NO issued On temp Information: (All information required) Service SizeF11 PhF-]3 Ph Size: -A # Meters Old Meter# [:]New serviceD Fire Reconnect[]Flood Reconnect Oservice Reconnect Ounderground Doverhead # Underground Laterals[-]1 []2 [:] H Frame n Pole Work done on Service? E]Y RN Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switche ' y �� Lt6 Outlet J 1 � GFI's Surface Sconces H H's a 2 � UC Lts Fridge i HW aT POOL 1 tt- Fans om Mini Fr. W/D:����.` Pump Panel t , Exhaust Oven � Sump Heater ? �� I Smokes 1 DW Generator tI Water Bond , Carbon Micro - GrbDis Lights 12,0--03-4r Heat Pucks ERV vv- l HOT TUB SPA Inst Hot DeHum Transfer Disc Comb 1 Cooktop Minisp!it Blower AC AH Hood Blower Service Amps�2v� Have Liased Sub Amps Have Used Cemments t 1 es9- Town Hall Annexd � Telephone(631)765-1802 54375 Main Road _ Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: gh P.Ia,-i Owner: 3ose PIetR Location of Property: 55 PjAwuvoo Qoao cuTceocuiE • Ny. Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure X Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT.) X . Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) X Floor and roof framing (FIR) Signature::. .. Name (person submitting this form): DAwp ..-MAV-Titgo WRI ECT Capacity(check applicable line): Owner X Owner representative TrussReg15.d6cx Effective 1/1/2015 PIRIR RESIDENCE �—� JOSE PIRIR = 55 PINEWOOD ROAD CUTCHOGUENY DAVID MARTINS PRELIM- CONSTRUCTION ESTIMATE: RA,LEED CERTIFIED 18 MIDTOWN RD CARLE PLACE NY 11514 email:dm@architectsmad.com cell:(631)332-3021 1- REPLACE EXISTING ROOF W/NEW ASPHALT ROOF SHINGLES $4,500.00 2- NEW AZEK TRIM AND GUTTERS THROUGHOUT DWELLING. S 3,500.00 3-NEW COMPOSITE SIDING S 7,600.00 4-NEW WINDOWS AND DOORS (ANDERSEN 400 SERIES) S 23,250.00 5- REMOVE REQUESTED INTERIOR PARTITION WALLS,FINISHES, ETC. $1,800.00 6- RE-FRAME AS NEEDED. $5,500.00 7- NEW INSULATION IN WALL,CEILING AND PARTIAL FLOOR CAVITIES. $7,100.00 8- NEW SHEET-ROCK THROUGHOUT. (SPACKLE, SAND AND PRIME) S 6,800.00 9- NEW OAK FLOORING (SAND AND STAIN) $8,125.00 10- NEW KITCHEN CABINETRY AND APPLIANCES. S 30,350.00 11- PAINT S 9,800.00 12-ADJUST EXISTING ELECTRICAL $9,700.00 13-ADJUST EXISTING PLUMBING S 16,250.00 14-NEW HVAC SYSTEM $9,700.00 15- NEW WALL HUNG BOILER AND HWH. S 7,200.00 Total Estimate $151,175.00 **Plot�Exlsting�exterior�sheathing on a Is atld�roefing�to�reiiiain heat�hing only=to�be=reply eC d�fDr� - ^ fhaYhave-been-removed/-moved. new' eait�tlers,and-to�close-any existingFw�indows� j II Pg.1 cn PIRIR RESIDENCE JOSE PIRIR = 55 PINEWOOD ROAD c—D� CUTCHOGUE NY DAVID MARTINS PRELIM- CONSTRUCTION ESTIMATE: RA,LEED CERTIFIED 18 MIDTOWN RD (SF BREAKDOWN) CARLE PLACE NY 11514 email:dm@architectsmad.com cell:(631)332-3021 Referenced cost per SF: New Construction -S350.00/SF Finish existing unfinished Area -S125.00/SF Renovate existing(bathrooms) -S100.00/SF Renovate existing bedrooms/other rooms $75.00/SF Project cost Estimate: New construction-0 SF SO.00 -No new construction in scope of work Finish existing unfinished Area-554 SF $69,250.00 Finish existing garage w/new kitchen,dining and living room. Finish existing(primary bathrooms)-229 SF $22,900.00 Renovate existing room into new primary bathroom. Renovate existing room into(2),new secondary bathroom. Finish existing bedrooms-187 SF $59,025.00 Renovate existing(3)bedrooms Renovate existing foyer Renovate existing front porch Total Estimate Cost of Construction S151,175.00 Appraisal dwelling value S305,800.00 (see attached appraisal) "Note- Existing exterior sheathing on walls and roofing to remain.Sheathing only to be replaced for new headers,and to close any existing windows that have been removed/moved. II pg.1 PIRIR RESIDENCE ~ JOSE PIRIR z 55 PINEWOOD ROAD CUTCHOGUE NY DAVID MARTINS OMISSIONS LETTER RESPONSE RA,LEED CERTIFIED 18 MIDTOWN RD CARLE PLACE NY 11514 Project Address:55 Pinewood RD,Cutchogue email:dm@architectsmad.com Plans Examiner:Amanda Nunemaker cell:(631)332-3021 Date of Omission Letter:03/25/2024 Amanda, Thank you:for reviewing our plans.As per your comments and concerns,,the plans have been revised and resubmitted for your approval.The comments were addressed as follows: P oposed House Renovation L/flESCheck revised and resubmitted using 2018 IECC. Deta`chedtc[03kEtolberemtveA.Site plan revised to show location of exiting detached deck and a note referring to its demolition, -Scope of work does not meet the towns definition as"demolition" because the proposed construc- tion does not exceed 50%of the market value of the existing structure. Please see attached appraisal and preliminary cost of construction.(Both submitted to the Suffolk County Department of Health. - Will all exterior sheathing be replaced?No,the intention is to keep as much exterior sheathing as possible,unless there termite damage th requires it to be .rep ace Proposed Pool Permit - Plans revised to refer to 2020 NYS Residential Code Only. -Gate/fence elevations revised to indicate only 2 inches from the bottom of the fence/gate to grade. -Dimension added between horizontal members indicating 45" Max.As per NYS Code,vertical member spacing to be 13/4" or 31/4".Both notes annotated and revised on updated set. New 8'wide X 4'.deep dry-well added to site plan and pool drawings. If you have any further questions or comments,please don't hesitate to contact me. Sincerely, David Martins R.A. II Pg.1 f 1 File No 55PINEWOOD APPRAISAL OF t LOCATED AT: 55 PINEWOOD ROAD CUTCHOGUE,NY 11935 CLIENT: JOSE PIRIR 55 PINEWOOD ROAD CUTCHOGUE,NY,11935 AS OF: February 10,2024 BY: DONNA M.TRAVERS L File No.55PINEWOOD JOSE PIRIR 55 PINEWOOD ROAD CUTCHOGUE,NY,11935 File Number: 55PINEWOOD r In accordance with your request, I have appraised the real property at: 55 PINEWOOD ROAD CUTCHOGUE,NY 11935 The purpose of this appraisal is to develop an opinion of the defined value of the subject property,as improved. The property rights appraised are the fee simple interest in the site and improvements. In my opinion,the defined value of the property as of February 10,2024 is: $780,000 Seven Hundred Eighty Thousand Dollars The attached report contains the description, analysis and supportive data for the conclusions, final opinion of value, descriptive photographs, assignment conditions and appropriate certifications. �►�-�,,� I�z�-cry DONNA M.TRAVERS 1 Residential Appraisal Report File No. 55PINEWOOD The purpose of[his appraisal report is to provide the client with a credible opinion of the defined value of the subject property,given the Intended use of the appraisal. Client Namelintended User JOSE PIRIR E-mail JOSE.PIRIR YAHOO.COM Client Address 55 PINEWOOD ROAD city CUTCHOGUE Stale NY zip 11935 Additional Intended Users SUFFOLK COUNTY BOARD OF HEALTH • Intended Use TO ESTIMATE THE MARKET VALUE OF THE SUBJECT PROPERTY .Properly Address 55 PINEWOOD ROAD city CUTCHOGUE state NY ZI 11935 Owner of Public Record JOSE PIRIR Count SUFFOLK Legal Description DIS:1000 SEC:110 BLOCK:3 LOT:1 Assessor's Parcel# 1000110000300001000 Tax Year 2024 R.E.Taxes$6 640.79 Neighborhood Name CUTCHOGUE Ma Reference HAGSTROM I Census Tract 1700.02 Property Rights A raised X Fee Simpie Ll Leasehold Other describe My research LXJ did U did not reveal any prior sales or transfers of the subject property for the three years prior to the effective dale of this appraisal. Prior SaleRransfer: Date 12/19/2023 Price$770,000 Sources MLS#3515508 Analysis of prior silo or transfer history of the subject property(and comparable sales,ifapplicable) PRIOR SALES HISTORY FOR THE SUBJECT PROPERTY APPEARS TO HAVE BEEN AN ARMS LENGTH TRANSACTION WITH NO SPECIAL CIRCUMSTANCES NOTED.NO OTHER SALES HISTORY NOTED FOR THE SUBJECT PROPERTY WITHIN THE PAST THREE YEARS OR FOR COMPARABLES UTILIZED WITHIN THE PAST YEAR. Offerings,options and contracts as of the effective dale of the appraisal NONE Neighborhood Characteristics One-Unit Housing Trends One-Unit Housing Present Land Use% Location Urban Xj Suburban Rural PropertyValues increasing W Stable Declinin PRICE AGE One-Unit 90% Built-U X Over75% 25-75% Under25% Demandisupply W Shortage X In Balance Over Su I $000 s 2-4 Unit % Growth U Rapid X Stable Slow Markeiin Time U under 3mths X 3-6mths Uover6mths 450 Low 0 Multi-Family % Neighborhood Boundaries THE SUBJECT PROPERTY LIES NORTH OF PECONIC BAY,SOUTH 3,500 Mill 125 Commercial 10% OF THE LONG ISLAND SOUND,EAST OF RIVERHEAD AND WEST OF ORIENT. 750 Prod. 60 Other % Neighborhood Description See Attached Addendum Market Conditions(including support for the above conclusions) SEE ADDENDUM Dimensions IRREGULAR Area 15,682 SF Shape IRREGULAR view RESIDENTIAL Specific Zonin Classification 210 Zonin Descri lion RESIDENTIAL ZoningComp[lance X Local Legal NonconformingGrandfathered UseU No Zoning Illegal(describe)- Is the highest and best use of[he subject property as Improved(or as proposed per plans and specifications)the present use? UYes UNo If No,describe. Utilities Public Other(describe) Public Other(describe) Off-site Improvements—Type Public Private Electricity X Water X Li Street ASPHALT X Gas X Sanitary Sewer U X SEPTIC Alley NONE Site Comments THERE ARE NO APPARENT EASEMENTS OR ENCROACHMENTS AFFECTING THE SITE.SEPTIC SYSTEMS ARE COMMON TO THE AREA AND DO NOT ADVERSELY AFFECT MARKETABILITY. GENERAL DESCRIPTION FOUNDATION [EXTERIORDESCRIPTION materials INTERIOR materials Units X One Onew/Acc.unil Concrete Slab Crawls ace undation Walls CONCRETE/AVG Floors HWD/CPT/AVG #ofStories 1 X FullBasement Partial Basement terior Walls WD SHNGUAVG Walls DRYWALL/AVG T e X Del. AR. S-Del./End Unit Basement Area 894 s.ft. of Sudace ASPHALT/AVG Trim/Finish WOOD/AVG X Exisitn Pro osed Underconst. Basement Finish 50 otters a Downs outs ALUM/AVG Bath Floor CERAMIC/AVG Desi n SI le RANCH X OutsideEnl /Exit Sum Pum ndowT a DB HNG/AVG Bath Wainscot CEFUAVGYearBuill1984 ormSashll--dated YES/NO/AVG car storage None Effective Age rs 20 Screens YES/AVG X Driveway #of cars 2 Attic I jNone Healinq FWA X HW I LJ Radian[ Amenities WoodStoves# Drivewa Sudace ASPHALT Drop Stair I Istairs Other Fuel OIL X Fire laces#1 Fence X Gara a #of Cars 2 Floor X Scultle Coolin Central Air Conditionin Patio/Deck X Porch FRONT Car ort #of Cars Finished Healed X Individual Other Pool Other X Alt. Det. Built-in Appliances X Refrigerator X Ran elOven Dishwasher Dis Gsal Microwave X WasherlDr er Other describe Finished area above grade contains: 5 Rooms 3 Bedrooms 2 Baths 894 Square Feet of Gross LivinQ Area Above Grade Additional Features FIREPLACE PORCH Comments on the improvements THE SUBJECT PROPERTY IS PHYSICALLY AND FUNCTIONALLY ADEQUATE.KITCHEN AND BATHS ARE OLD STYLE AND ARE IN AVERAGE CONDITION.OVERALL CONDITION IS AVERAGE.NO EXTERNAL OBSOLESCENCE WAS NOTED AT TIME OF INSPECTION. gp�r ProducedusmgACIVulvlae.800234.8727—aftlbcom Thisf—Copyngh1-2005-2010ACIDMM-1ISOCbhsSWM .Inc..AlRlghl R.—d. Pagel of (gPAV)General Purpose Appraisal Roe' n05r2010 GPAR1004_1005262010 gmcralpurpa ppr Mreport Residential Appraisal Report File No.55PINEWOOD FEATURE SUBJECT COMPARABLE SALE NO.1 COMPARABLE SALE NO.2 COMPARABLE SALE NO.3 55 PINEWOOD ROAD 515 THIRD STREET 1480 HARBOR LANE 45 OAKWOOD DRIVE Address CUTCHOGUE,NY 11935 NEW SUFFOLK NY 11935 CUTCHOGUE NY 11935 SOUTHOLD,NY 11971 Proximity to Subject 1.18 miles SW 0.73 miles NW 4.19 miles NE Sale Price $ $ 750,000 $ 700,000 $ 810,000 Sale Prke/Gross Liv.Area $ 0.00 s.B. $ 750.00 s.ft. $ 804.60 s.It. I $ 623.08 s.ft. Data Sources MLS#3454844 MLS#3509200 MLS#3488892 Verification Sources COMPS INC.DOM 50 COMPS INC.DOM 9 COMPS INC.DOM 41 VALUE ADJUSTMENTS DESCRIPTION DESCRIPTION 4(-)$Aduslmenl DESCRIPTION 4)SAdusuneni DESCRIPTION �(-)$Ad'uslmenl Sale or Financing NONE NOTED NONE NOTED NONE NOTED Concessions CONY. CASH CONV. Dale of Sale/Time 06/07/2023 11/15/2023 10/12/2023 Location AVERAGE AVERAGE AVERAGE 1AVERAGE Leasehold/Fee Simple Fee Simple Fee Simple Fee Simple Fee Simple Site 15,682 SF 6,970 SF 26,000 14,375 SF 0 14375 SF 0 View RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL Design(Style) RANCH COLONIAL 0 RANCH RANCH Quality of construction AVERAGE AVERAGE AVERAGE AVERAGE Actual Acte 40 YEARS 100±YEARS 39 YEARS 56 YEARS Condition AVERAGE AVERAGE AVERAGE AVERAGE Above Grade Total Bd ms Baths Talal Btlrms Baths Total ed., Baths Total Bdrms Baths Room count 5 3 2 5 3 1 10,000 5 2 1.1 5000 6 1 3 1 2 Gross Living Area 100.00 894 s.It. 1,000 s.ft. -10,500 870 s.ft. 0 11,300 s.ft. -40,500 Basement&Finished FL BSMT/PT FIN NONE 10,000 FL BSMT/UNFIN 5,000 FL BSMT/UNFIN 5,000 Rooms Below Grade FL BATH NONE 6,000 NONE 6,000 NONE 6,000 Functional Utility ADEQ/3 BDRM ADEQ/3 BDRM INF/2 BDRM 10,000 ADEQ/3 BDRM Healing/Cooling HW/NO CAC HW/NO CAC HW/NO CAC HW/CAC -5,000 Energy Efficient Items NONE NONE NONE NONE Gara a/Car art f 2 CAR GARAGE 1 CAR GARAGE 5,000 2 CAR GARAGE 1 CAR GARAGE 5,000 Porch/Patio/Deck \ ENCL PORCH ENCL PORCH ENCL PORCH DECK 0 1 F/P NONE 5,000 NONE 5,000 1 F/P NONE INONE INONE NONE Net Adjustment(Total) X Is 51,500 X+ $ 31 000 + X- $ 29,500 Adjusted Sale Price Net Adj. 6.9% NeI Adj. 4.4% Net Adj. -3.6% of Cam arables .Gross Adj. 9.7% $ 801 500 GrossAd'. 4.4% $ 731,000 Gross Adj. 7.6% $ 780,500 Summary of Sales Comparison Approach SEE ADDENDUM COSTAPPROACH TO VALUE Site value Comments Theopinion of site value is based on land sales in the subjects market when available and/or homes sales using the extraction method. ESTIMATED DREPRODUCTIONOR X REPLACEMENT COST NEW OPINION OF SITE VALUE.........,_ ......................._$ 465,000 Source of cost data MARSHALL&SWIFT Dwelling 894rS`:WX6 350i00..ar....._$ 312,900 Quality rating from cost service AAA Effective date of cost data 12/2023 Bsmt:894 S .Ft. S.Ft.cm$ 100.00............_$ 89,400 Comments on Cost Approach(gross living area calculations,depreciation,etc. No functional or external obsolescence noted.The estimated Gara elcar ort 564 s.Ft.@$ 100.00............=$ 56,400 . remaining economic life of the subject is 40 years.Land value Total Estimate of Cost-New ............_$ 458,700 exceed traditional 30%due to demand for the area and lack of Less 60 Physical I Functional I External buildable land. De recialion D152,9001 I $ 152,900 -- rDe re2latedlCostrof Iry iovemenis 'As-is°Value of Site lm rovements................................_$ 10,000 INDICATED VALUE BY COST APPROACH...................... =$ 780800 INCOME APPROACH TO VALUE Estimated Monthly Markel Rent$ N/A X Gross Rent Multiplier =$ 0 Indicated Value by Income Approach • Summary of Income Approach(including support for market rent and GRM) Indicated Value by: Sales Comparison A roach$780,000 Cost Approach(ifdevelo ed)$780800 Income Approach(ifdevelo ed)$0 • This appraisal is made X"as is; subject to completion per plans and specifications on the basis of a hypothetical condition that the Improvements have been completed, ❑subject to the following repairs or alterations on the basis of a hypothetical condition[hat the repairs or alterations have been completed ❑subject to the following: Based on the scope of work,assumptions,limiting conditions and appraiser's certification,my(our)opinion ofthe defined value ofthe real property that is the subject ofthis report is$ 780,000 as of 02/10/2024 ,which is the effective date of this appraisal. gparTM Produced using ACl somvare,800234,8727 nwm1webcom This roan Copydghl o 20052010 ACI DiAsion of 150 Claims SoNces.Inc.,All R2og� Reserved. Page 2 of 4 OPAR-)General Purpose AppGPIA.Rio04_1fl 05120i0 penrrNparpo:aoppreimlrepart Donna M.Travers Residential Appraisal Report File No, 55PINEWOOD FEATURE SUBJECT COMPARABLE SALE NO.4 COMPARABLE SALE NO.5 COMPARABLE SALE NO.6 55 PINEWOOD ROAD 1100 RAMBLER ROAD 265 VILLAGE LANE 855 GAGENS LANDING RD Address CUTCHOGUE,NY 11935 SOUTHOLD,NY 11971 MATTITUCK NY 11952 SOUTHOLD,NY 11971 Proximity to Subject 3.64 miles NE 3.02 miles SW 3.85 miles NE Sale Price $ $ 800,000 s 800,000 Is 855,006 Sale PdceJGross Liv.Area $ 0.00 s.It. $ 727.27 s.ft.I i$ 657.69 s.ft. Data Sources MLS#3513164 MLS#3075530 REFER MLS#3451617 Verification Sources COMPS INC.DOM 7 COMPS INC,DOM LINK COMPS INC.DOM 14 VALUE ADJUSTMENTS DESCRIPTION DESCRIPTION O$Adjustment DESCRIPTION dJSAdustmenl DESCRIPTION 4)$Ad'uslmeal Sale or Financing NONE NOTED NONE NOTED NONE NOTED Concessions CASH UNKWN UNKWN Date of Salerrime 01/10/2024 07/11/2023 03/31/2023 Location AVERAGE AVERAGE AVERAGE AVERAGE Leasehold/Fee Simple Fee Simple Fee Simple Fee Simple Fee Simple Site 15,682 SF 14375 SF 0 23087 -22 500 15246 SF 0 View RESIDENTIAL RESIDENTIAL RESIDENTIAL RESIDENTIAL Design(Style) RANCH CAPE 0 RANCH CAPE 0 Quality of Construction AVERAGE AVERAGE AVERAGE AVERAGE Actual Age 40 YEARS 63 YEARS 0 59 YEARS 60 YEARS 0, Condition AVERAGE AVERAGE AVERAGE AVERAGE Above Grade Total Bdrms Baths Total I Bdrms MIS Total Bd— Balls Total adrms Baths Room Count 5 3 2 7 4 2 6 3 1.1 5,000 8 3 2 Gross Uving Area100.00 894 sq.ft 1,100 s.ft. -20,500 1,200 sq.ft. -30 500 1,300 sq.a. -40,500 Basement&Finished FL BSMT/PT FIN FL UNFIN 5,000 FL UNFIN 5,000 FL UNFIN 5,000 Rooms Below Grade FL BATH NONE 6,000 NONE 6,000 NONE 6,000 Functional Utility ADEQ/3 BDRM ADEQ/4 BRM 0 ADEQ/3 BDRM ADEQ/3 BDRM Heatin ICoolin HW/NO CAC HW/NO CAC HW/NO CAC HW/NO CAC Energy Efficient Items NONE THRML WDS -10,000 NONE . THRML WDS -10 000 Gara e/Car ort 2 CAR GARAGE 1 CAR GARAGE 5,000 1 CAR GARAGE 5,000 1 CAR GARAGE 5,000 Porch/Palio/Deck ENCL PORCH DECK 0 PATIO 3,000 PATIO 3,000 1 F/P NONE 5,000 1 F/P 1 F/P NONE INONE NONE IG POOL -40,000 Net Adjustment ola + 0- Is 9,500 M. X- is 29.000 X- Is 71,500 Adjusted Sale Price Not Adj. -1.2% NelAdj. -3.6%1 1 NelAdj. -8.4% ofCom arables Gross Ad. 6.4% s 790,500 Gross Ad'. 9.6% s 771,000 Gross Ad. 12.8% s 783,500 Summary of Sales Comparison Approach ar- Produced uslmd AClsottna,e.800.234.8727 xm•x.actwhxw This I=Copyright o 2005.2010 ACI 01Nslon of ISO CWa s Servlees,Inc.,AO Rights Reserved. Additional Comparables @PAR-")General Purpose Appralsal Reoon 0512016 GPAR1004_1005262010 puw•sml Pvrpum a PPr'isa I report Residential Appraisal Report File No. 55PINEWOOD Scope of Work,Assumptions and Limiting Conditions Scope ofwork Is defined in the Uniform Standards of Professional Appraisal Practice as"the type and extent of research and analyses in an assignment."In short,scope ofwork is simply what the appraiser did and did not do during the course of the assignment.It Includes,but is not limited to:the extent to which the property is Identified and Inspected,the type and extent of data researched,the type and extent of analyses applied to arrive at opinions or conclusions. The scope of this appraisal and ensuing discussion in this report are specific to the needs ofthe client,other identified intended users and to the intended use ofthe report.This report was prepared for the sole and exclusive use ofthe client and other identified Intended users for the identified Intended use and Its use by any other parties Is prohibited.The appraiser is not responsible for unauthorized use of the report. The appraiser's certification appearing in this appraisal report is subject to the following conditions and to such other specific conditions as are set forth by the appraiser in the report.All extraordinary assumptions and hypothetical conditions are stated in the report and might have affected the' assignment results. 1.The appraiser assumes no responsibility for matters of a legal nature affecting the property appraised or tide thereto,nor does the appraiser render any opinion as to the title,which is assumed to be good and marketable.The property is appraised as though under responsible ownership. 2.Any sketch in this report may show approximate dimensions and is included only to assist the reader in visualizing the property.The appraiser has made no survey of the property. 3.The appraiser is not required to give testimony or appear In court because of having made the appraisal with reference to the property in question,unless arrangements have been previously made thereto. 4.Neither all,nor any part of[he content of[his report,copy or other media thereof(including conclusions as to the property value,the identity ofthe appraiser,professional designations, or the firm with which the appraiser is connected),shall be used for any purposes by anyone but the client and other Intended users as identified in this report,nor shall it be conveyed by anyone to the public through advertising,public relations,news,sales,or other media,without the written consent of the appraiser. S.The appraiser will not disclose the contents of this appraisal report unless required by applicable law or as specified in the Uniform Standards of Professional Appraisal Practice. 6.Information,estimates,and opinions furnished to the appraiser,and contained In the report,were obtained from sources considered reliable and believed to be true and correct. However,no responsibility for accuracy of such Items furnished to the appraiser is assumed by the appraiser. 7.The appraiser assumes that[here are no hidden or unapparenl conditions of the property,subsoil,or structures,which would render II more or less valuable.The appraiser assumes no responsibility for such conditions,or for engineering or testing,which might be required to discover such factors.This appraisal is not an environmental assessment ofthe property and should not be considered as such. 8.The appraiser specializes In the valuation of real property and is not a home Inspector,building contractor,structural engineer,or similar expert,unless otherwise noted.The appraiser did not conduct the Intensive type of field observations of the kind Intended to seek and discover property defects.The viewing of the properly and any improvements is for purposes of developing an opinion of the defined value of the properly,given the Intended use of this assignment.Statements regarding condition are based on surface observations only.The appraiser claims no special expertise regarding issues including,but not limited to:foundation settlement,basement moisture problems,wood destroying(or other)insects,pest infestation, radon gas,lead based paint,mold or environmental Issues.Unless otherwise indicated,mechanical systems were not activated or tested. This appraisal report should not be used to disclose the condition of the property as It relates to the presencelabsence of defects.The client Is Invited and encouraged to employ qualified experts to inspect and address areas of concern.If negative conditions are discovered,the opinion of value may be affected. Unless otherwise noted,the appraiser assumes the components that constitute the subject property Improvement(s)are fundamentally sound and in working order. Any viewing of the property by the appraiser was limited to readily observable areas.Unless otherwise noted,attics and crawl space areas were not accessed.The appraiser did not move furniture,Boor coverings or other items that may restrict the viewing of the properly. 9.Appraisals involving hypothetical conditions related to completion of new construction,repairs or alteration are based on the assumption that such completion,alteration or repairs will be competently performed. 10.Unless the Intended use of this appraisal specifically includes Issues of property insurance coverage,this appraisal should not be used for such purposes.Reproduction or Replacement cost figures used in the cost approach are for valuation purposes only,given the intended use of the assignment.The Definition of Value used in this assignment is unlikely to be consistent with the definition of Insurable Value for property insurance coverageluse. 11.The ACI General Purpose Appraisal Report(GPAR-)is not Intended for use In transactions that require a Fannle Mae,1004/Freddie Mac 70 form, also known as the Uniform Residential Appraisal Report(URAR). Additional Comments Related To Scope Of Work,Assumptions and Limiting Conditions i gparTM Produced usng ACl saftaare 800234,8127wma eb cam Ths form Copy0ghI 20052010 ACI DM9on ISO ClaMs Se as,Inc,A➢Rights Reserved. Page 3 of 3 OPAR-)General Purpose Appraisal Repar105/2016 GPAR1004_1005262010 �mwrollarpm oppreisalrvrw[ Residential Appraisal Report File No.55PINEWOOD Appraiser's Certification The appraiser(s)certifies that,to the best ofthe appraiser's knowledge and belief: 1.The statements of fact contained in this report are true and correct. 2.The reported analyses,opinions,and conclusions are limited only by the reported assumptions and limiting conditions and are the appraisers personal,Impartial,and unbiased professional analyses,opinions,and conclusions. 3.Unless otherwise staled,the appraiser has no present or prospective interest in the properly that Is the subject of this report and has no personal Interest with respect to the parties involved. 4.The appraiser has no bias with respect to the property that is the subject of this report or to the parties involved with this assignment. 5.The appraisers engagement in this assignment was not contingent upon developing or reporting predetermined results. &The appraisers compensation for completing this assignment is not contingent upon the development or reporting of a predetermined value or direction In value that favors the cause of the client,the amount of the value opinion,the attainment of a stipulated result,or the occurrence of a subsequent event directly related to the intended use of this appraisal. 7.The appraisers analyses,opinions,and conclusions were developed,and this report has been prepared,in conformity with the Uniform Standards of Professional Appraisal Practice. B.Unless otherwise noted,the appraiser has made a personal inspection of the property[hat Is the subject of this report. 9.Unless noted below,no one provided significant real property appraisal assistance to the appraiser signing this certification.Significant real property appraisal assistance provided by: Additional Certifications: Definition of Value: ❑X Market Value ❑Other Value: Source of Definition:APPRAISAL FOUNDATION Market Value—The most probable price which a property should bring in a competitive and.open market under all conditions requisite to a fair sale,the buyer and seller each acting.prudently and knowledgeably,and assuming the price is not affected by undue stimulus. ADDRESS OF THE PROPERTY APPRAISED: 55 PINEWOOD ROAD CUTCHOGUE,NY 11935 EFFECTIVE DATE OF THE APPRAISAL:02/10/2024 APPRAISED VALUE OF THE SUBJECT PROPERTY$780,000 APPRAISER SUPERVISORY APPRAISER Signature: /�— Signature: Name: DONNA M.TRAVERS Name: State Certification# 45000002699 Slate Certification# or License# or License# or Other(describe): Slate#: Slate: State:NY Expiration Dale of Certification or License: Expiration Date of Certification or License: 01/27/2026 Dale of Signature: Date of Signature and Report: 02/12/2024 Dale of Property Viewing: Date of Property Viewing: 02/10/2024 Degree of property viewing: Degree of property viewing: ❑Interior and Exterior ❑Exterior Only ❑Did not personally view ❑X Interior and Exterior ❑Exterior Only ❑Did not personally view gpar- PIWXeduan]ACImUoa,80D234.8727vmwadwebtom Th¢I—CopyA0m020D5.2010ACIOivlsloaofISOCUImsSoN-.Io,..ANR3hkReerveE Page 4 of 4 (gPAR^')General Purpose AppcPaeltaoP,Oasia2o 0 o orwKao oopPro alRport Donna M.Travers ADDENDUM Client:JOSE PIRIR File No.: 55PINEWOOD PropertvAddressr 55 PINEWOOD ROAD Case No.: City:CUTCHOGUE State: NY Zip: 11935 Neighborhood Description CUTCHOGUE IS A WATERFRONT COMMUNITY LOCATED ON THE EAST END,NORTH FORK OF LONG ISLAND.THE LI SOUND AND GREAT PECONIC BAY PROVIDE THE COMMUNITY WITH AN ABUNDANCE OF CLEAN WATER WHERE FISHING,WATER SPORTS AND SUN BATHING BEACHES ARE COMMONPLACE.MAIN STREET OFFERS VARIETY OF SMALL BOUTIQUES,CONVENIENCE STORES AND RESTAURANTS.THE SUBJECT PROPERTY IS LOCATED IN AVERAGE RESIDENTIAL NEIGHBORHOOD MADE UP PRIMARILY OF SINGLE FAMILY DETACHED HOMES MAINTAINED IN AVERAGE TO GOOD CONDITION.SHOPPING TRANSPORTATION AND EMPLOYMENTARE WITHIN A 3 MILE RADIUS.EMPLOYMENT STABILITY FOR CUTCHOGUE IS AVERAGE AND APPEAL TO MARKET IS AVERAGE. Neighborhood Market Conditions OVERALL ANALYSIS OF MLS MARKET DATA AND COMPS INC MARKET DATA FOR THE SUBJECTS NEIGHBORHOOD.SUGGESTS THE MARKET IS CURRENTLY STABLE AND PRICES HAVING A MODEST INCREASE. MODEST FLUCTUATIONS IN THE MARKET ARE COMMON UNDER STABLE MARKET CONDITIONS.FOR THE PURPOSES OF THIS APPRAISAL PROPERTY VALUES HAVE BEEN NOTED AS"STABLE".A RISE IN INTEREST RATES IN THE PAST YEAR HAS REDUCED THE NUMBER OF BUYERS IN THE MARKETPLACE HOWEVER PRICES REMAIN COMPETITIVE DUE TO LESS INVENTORY AS SELLERS ARE NOT AS EAGER TO MOVE HAVING MORTGAGES WITH CONSIDERABLY LOWER INTEREST RATES.THE OVERALL OUTLOOK FOR THE AREA IS TO CONTINUE IN A STABLE ENVIRONMENT. SALES COMPARISON COMMENTS ALL COMPARABLES ARE REFLECTIVE OF THE SUBJECTS LOCATION,UTILITY AND NEIGHBORHOOD. THE OVERALL CONDITION OF THE CITED SALES WAS DETERMINED FROM EXTERIOR INSPECTION,MLS PHOTOS AND BROKER COMMENTS AND/OR CONVERSATIONS WITH LOCAL BROKERS FAMILIAR WITH THE SALES.PER MLS PHOTOS AND/OR BROKER COMMENTS ALL SIX COMPARABLES ARE IN SIMILAR DATED CONDITION. WHEN A MATCHED PAIR ANALYSIS WAS NOT AVAILABLE, OBSERVATIONS IN THE MARKETPLACE,AS WELL AS DISCUSSIONS WITH LOCAL REALTORS,SERVED AS THE APPRAISER'S BASIS FOR THE ADJUSTMENTS. GLA IS ADJUSTED AT$100 PER SQ FT. SITE AREA IS ADJUSTED AT$3.00 PER SQ FT FOR A DIFFERENCE OF 4,000SF+-. LACK OF SALES IN CLOSE PROXIMITY TO THE SUBJECT NECESSITATED THE USE OF SALES#1,#3#4,#5 AND#6 WHICH ARE FURTHER THAN 1 MILE.THESE SALES HOWEVER ARE LOCATED IN COMPETING NEIGHBORHOODS ON THE NORTH FORK OF LONG ISLAND THAT SHARES THE SAME LOCAL AMENITIES AND HAVE SIMILAR OVERALL MARKETABILITY. l AT THE TIME OF INSPECTION UTILITIES WERE ON AND IN WORKING ORDER. NO ADJUSTMENTS ARE MADE FOR DIFFERENCE IN ACTUAL AGE AS THIS IS CONSIDERED IN THE CONDITION ADJUSTMENT BASED ON EFFECTIVE AGE. BASED ON THE ANALYSIS OF THE NEIGHBORHOOD MAKE-UP AND OTHER POSSIBLE LEGAL USE,THE SUBJECT PROPERTY IS CURRENTLY UTILIZED AT ITS HIGHEST AND BEST USE.GLA,,ROOM COUNT,ZONING AND ANY POTENTIAL FUTURE USE WAS CONSIDERED IN MAKING THIS DETERMINATION. THERE IS NO PERSONAL PROPERTY INCLUDED IN THE VALUE ESTIMATE FOR THE SUBJECT PROPERTY. THERE ARE NO OIL,GAS OR MINERAL LEASES OR DRILLING WITHIN 200 FEET OF THE SUBJECT'PROPERTY. ALL OTHER ADJUSTMENTS WERE DEEMED NECESSARY. GREATEST EMPHASIS ON SALES#2 AND#4 AS THEY ARE MOST SIMILAR TO THE SUBJECT HAVING THE LEAST AMOUNT OF NET/GROSS ADJUSTMENTS. THIS APPRAISAL IS BEING DONE ON AN "AS IS" BASIS AND FOR PRIVATE PURPOSES ONLY AND WAS PREPARED IN ACCORDANCE WITH USPAP GUIDELINES.ALL THREE APPROACHES TO VALUE WHICH INCLUDE THE COST APPROACH,THE INCOME APPROACH AND THE DIRECT SALES COMPARISON APPROACH WERE CONSIDERED IN THIS VALUATION.THE DIRECT SALES COMPARISON APPROACH IS MOST APPROPRIATE IN DETERMINING MARKET VALUE AS IT BEST REFLECTS THE ACTIONS OF BUYERS AND SELLER IN THE MARKETPLACE AND THEREFORE WAS RELIED UPON THE MOST. THIS ASSIGNMENT WAS NOT BASED ON A REQUESTED MINIMUM OR SPECIFIC VALUE OR ON THE APPROVAL OF A LOAN. THE INTENDED USER OF THIS APPRAISAL REPORT IS THE CLIENT AND THE SUFFOLK COUNTY BOARD OF HEALTH.THE INTENDED USE IS TO EVALUATE THE PROPERTY THAT IS THE SUBJECT OF THIS APPRAISAL FOR A PRIVATE PURPOSES,SUBJECT TO THE STATED SCOPE OF WORK,PURPOSE OF THE APPRAISAL,REPORTING REQUIREMENTS OF THE APPRAISAL REPORT FORM,AND THE DEFINITION OF MARKET VALUE.NO ADDITIONAL INTENDED USERS ARE IDENTIFIED BY THE APPRAISER. THE APPRAISER HAS PREPARED THIS APPRAISAL IN FULL COMPLIANCE WITH HOME VALUATION CODE OF CONDUCT AND HAS NOT PERFORMED,PARTICIPATED IN OR BEEN ASSOCIATED WITH ANY ACTIVITY IN VIOLATION OF THE CODE. I HAVE PERFORMED NO SERVICES AS AN APPRAISER OR IN ANY OTHER CAPACITY,REGARDING THE PROPERTY Addendum Page 1 of 2 ADDENDUM Client:JOSE PIRIR File No.: 55PINEWOOD Property Address:55 PINEWOOD ROAD Case No.: City: CUTCHOGUE State: NY Zip: 11935 THAT IS THE SUBJECT OF THIS REPORT WITHIN THE THREE YEAR PERIOD IMMEDIATELY PRECEDING ACCEPTANCE OF THIS ASSIGNMENT. EXPOSURE TIME HAS BEEN DEFINED AS THE ESTIMATED LENGTH OF TIME THE REAL PROPERTY INTEREST APPRAISED WOULD HAVE BEEN OFFERED IN THE MARKET PRIOR TO THE HYPOTHETICAL CONSUMMATION OF A SALE AT MARKET VALUE ON THE EFFECTIVE DATE OF APPRAISAL;A RETROSPECTIVE ESTIMATE BASED ON AN ANALYSIS OF PAST EVENTS ASSUMING A COMPETITIVE AND OPEN MARKET.EXPOSURE TIME IS ALWAYS PRESUMED TO PRECEDE THE EFFECTIVE DATE OF APPRAISAL. A REASONABLE EXPOSURE TIME FOR THE SUBJECT PROPERTY DEVELOPED INDEPENDENTLY FROM THE STATED MARKETING TIME IS 4-6 MONTHS THE APPRAISER CERTIFIES AND AGREES THAT THIS APPRAISAL REPORT WAS PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF TITLE XI OF THE FINANCIAL INSTITUTIONS,REFORM,RECOVERY,AND ENFORCEMENT ACT(FIRREA)OF 1989,AS AMENDED(12 U.S.C.3331 ET SEQ.),AND ANY APPLICABLE IMPLEMENTING REGULATIONS IN EFFECT AT THE TIME THE APPRAISER SIGNS THE APPRAISAL CERTIFICATION. Addendum Page 2 of 2 DIMENSION LIST ADDENDUM Client: JOSE PIRIR File No.: 55PINEWOOD Property Address:55 PINEWOOD ROAD Case No.: City: CUTCHOGUE Stale:NY ZIP:11935 GROSS BUILDING AREA(GBA) 894 GROSS LIVING AREA(GLA) 894 Area(s) Area %of GLA %of GBA Living 894 100.00 Leven 894 100.00 100.00 Level 0 0.00 0.00 Level 0 0.00 0.00 Other 0 0.00 0.00 GBA Basement ❑ 0 Garage ❑ 564 Area Measurements Area Type Measurements Factor Total Level? Leve12 Level3 Other l3smt. Garage 32.50 x 27.50 x 100 = 893.75 ❑X ❑ ❑ ❑ ❑ ❑ 24.54 x 0.04 x 0_50 = 0.43 ❑ ❑ ❑ ❑ ❑ ❑X 24.54 x 22.96 x 1_00 = 563.63 ❑ ❑ ❑ ❑ ❑ ❑X 24.54 x 0.04 x 0_50 = 0.43 ❑ ❑ ❑ ❑ ❑ CO x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x - = ❑ ❑ ❑ ❑ O ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ x x _ ❑ ❑ ❑ ❑ ❑ ❑ Produced using ACJ sof,—e.800,234.8727—acme0.com DIM 10072013 SUBJECT PROPERTY PHOTO ADDENDUM Client: JOSE PIRIR File No.: 55PINEWOOD Property Address:55 PINEWOOD ROAD Case No.: City:CUTCHOGUE State NY Zip:11935 < FRONT VIEW OF t A SUBJECT PROPERTY Y _ Appraised Date:February 10,2024 Appraised Value:$780,000 T REAR VIEW OF SUBJECT PROPERTY 'Woom ww/sR wwww Una•-mmm mm/r a� STREET SCENE COMPARABLE PROPERTY PHOTO ADDENDUM Client: JOSE PIRIR File No.: 55PINEWOOD Property Address:55 PINEWOOD ROAD Case No City: CUTCHOGUE State NY Zip: 11935 ` COMPARABLE SALE#1 r _. 515 THIRD STREET A � NEW SUFFOLK,NY 11935 Sale Date:06/07/2023 Sale Price:$750,000 r ,ll 1 �A COMPARABLE SALE#2 rt /`�w► 1480 HARBOR LANE CUTCHOGUE,NY 11935 Sale Date: 11/15/2023 • ';7, Sale Price:$700,000 sL� COMPARABLE SALE#3 45 OAKWOOD DRIVE !C SOUTHOLD,NY 11971 Sale Dale: 10/12/2023 Sale Price$810,000 TM,µ. 4 '# COMPARABLE PROPERTY PHOTO ADDENDUM Client: JOSE PIRIR File No.: 55PINEWOOD Property Address:55 PINEWOOD ROAD Case No.: City: CUTCHOGUE State: NY Zi 11935 rr COMPARABLE SALE#4 Job— ` ¢ ._ " 1100 RAMBLER ROAD SOUTHOLD,NY 11971 Sale Date:01/10/2024 Sale Price:$800,000 W. COMPARABLE SALE#5 265 VILLAGE LANE tif✓ ��' MATTITUCK,NY 11952 Sale Date 07/11/2023 Sale Price:$800,000 COMPARABLE SALE#6 "• 855 GAGENS LANDING RD SOUTHOLD,NY 11971 Sale Date:03/31/2023 Sale Price:$855,000 Client: JOSE PIRIR File No.: 55PINEWOOD Property Address:55 PINEWOOD ROAD Case No.: City:CUTCHOGUE State: NY Zip:11935 LIVING ROOM KITCHEN • I t BATH 1 R.. u.NACI w0xare.W.23/.8727 uNw.ativeE.cwn RIT305212013 Client: JOSE PIRIR File No.: 55PINEWOOD Property Address:55 PINEWOOD ROAD Case No.: City:CUTCHOGUE State:NY Zip:11935 BATH 2 s= 5 i i BEDROOM j BEDROOM 1 . s P,.).W—g RCI saIMYe.$00.234B727—.L.c- P 305212013 FLOORPLAN SKETCH Client: JOSE PIRIR File No.: 55PINEWOOD Property Address:55 PINEWOOD ROAD Case No.: City:CUTCHOGUE State:NY Zip 11935 32.5' sArx 33' eEoaaox xrtaex eAyH e xuk Ero WG6E BE00.WM BEO0.00x LMXG 0.ppx 33.5' pD0.CH 33' S-by Apex SkM&vS S�" Comments: AREA CALCULATIONS SUMMARY LIVING AREA BREAKDOWN Code Description Net Size Net Totals Breakdown Subtotals GLAl First Floor 893.75 893.75 First Floor GAR Garage 564.49 564.49 27.5 x 32.5 893.75 Net LIVABLE Area (rounded) 894 1 Item (rounded) 894 LOCATION MAP Client. JOSE PIRIR File No. 55PINEWOOD Property Address:55 PINEWOOD ROAD Case No.: City. CUTCHOGUE State: NY Zi 11935 East I Inlet Pond County �✓, Greenport n—nnnri Comparable Sale 3 Dering Ha 45 OAKWOOD DRIdhefter Island C SOUTHOLD,NY 11Heights Comparable Sale 6 4.19 miles NE 555 GAGENS LANDING RD SOUTHOLD NY 11971 Shettr 3.85 miles NE Southold Comparable Sale 2 1480 HARBOR LANE CUTCHOGUE.NY 11935 Peconic 0 73 miles N'd. d8 Comparable Sale 4 1100 RAMBLER ROAD Comparable Sale 5 SOUTHOLD,NY 11971 265 VILLAGE LANE 3.64 miles NE MATTITUCK.NY 11952 -' 3.02 miles SW Cutchogue Su4ject a� iE 55 PINEWOOD ROAD CUTCHOGUE,NY 11935 Noy M Mattituck New Suffolk Elizabeth A Morton t;ourd AJ National Comparable Sale 1 " Wildife. 515 THIRD STREET NEW SUFFOLK,NY 11935 Laurel 1 18 miles SW Rd amesporI i sou-n•' CLIA ESP. North Sea r Water M QSquirelown Park Parrish Art Museum =�ubbard County Park Tuckahoe i Shinnecock r Hills AM oats2a24 Googk I i1, No 55PINEWOOD INVOICE********* File Number:55PINEWOOD 02/12/2024 JOSE PIRIR 55 PINEWOOD ROAD CUTCHOGUE,NY 11935 Invoice# Order Date Reference/Case# PO Number: 55 PINEWOOD ROAD CUTCHOGUE,NY 11935 APPRAISAL $ 500.00 -------- ----- Invoice Total $ 500.00 State Sales Tax 0 $ 0.00 Deposit ($ ) Deposit ($ 500.00 ) -------------- Amount Due $ 0.00 Terms: PAID IN FULL Please Make Check Payable To: DONNA M.TRAVERS Fed.I.D.#: • AERIAL MAP Client: JOSE PIRIR File No.: 55PINEWOOD Property Address:55 PINEWOOD ROAD Case No.: City:CUTCHOGUE State:NY Zip:11935 i Subject j 55 PINEWOOD ROAD CUTCHOOUE.NY 11935 Google • NYS CERTIFICATION Client: JOSE PIRIR File No,: 55PINEWOOD Property Address:55 PINEWOOD ROAD Case No,: City:CUTCHOGUE State: NY Zip:11935 I,ar:- -Y w.; .r+.^r.•rrt—awxvwo-_;�• ma_':Y' - ascsa-�mr r. wr=�+r—cw,:... .... ... ...:.. -- ,.ems• LControl, FFICE USE ONLY UNIQUE ID NUMBER State of New York 45QOQ002b99 ,' i Depazhneritof°State ; 154,0546 DIVISION,OT LICEN$INC,SEItVICES. 3 EFFECTIVE DATE .i xPwiR$t1ANT TCi'THE PR05/ISICNS OFI:ARTICLE,6EtOF 7HF, N ud DAv� va:' '' * EXECU7IVS LAW AS. IT RELATES T0, R E. APPRAISERS 01 I28;I24 r { 11 f -)1 �.JI 0 _ i'• ti '',' t r RiJ{J flbN NA MO.rTRAVERS DON M , IX O. DAv RATE; ' va',= ,,C/O:TRAVERS'DONNA 01127�26:i, r 171 CASTLE`RIDOfi RD 4 MAN>•IASSET NY' • g 1030 I , V ~ HAS,-BEEN DULY CERTIFIED TO TRANSACT BUSINESS AS ki,, r . In NBinwa Weor8ol Tha DoparOnOn!of Stalo Oi9 cau.00 ICf all-Bw 10 ba hwM14 afNod RQEERT J FiODRI4UET s 71 SECRETARY.-OF'STATE _ DOS-1088(PM 3{01) . E&O Client: JOSE PIRIR File No.: 55PINEWOOD Property Address:55 PINEWOOD ROAD Case No.: City: CUTCHOGUE State:NY Zip:11935 PL-CSI PROFESSIONAL LIABILITY CONSULTING SERVICES,INC. Professional Liabillty•Specialty Lines&Health Insurance Friday,November 10,2023 Ms.Donna M.Travers,President DMT Appraisal Corp. 171 Castle Ridge Road Manhasset,NY 11030 Re: Binder&Invoice-Real Estate Professionals Errors&Omissions(E&O)Insurance Effective: 11/2512023 to 1112512024 at 12:01 A.M.Standard Time Dear Donna: As per your request, Real Estate Professionals E&O Insurance is bound with Continental Casualty Company(CNA).CNA is admitted in the state of New York and is rated A(Excellent)Financial Size Category XV by AM Best Co.Coverage terms are as follows: Limits of Liability Deductible Annual (Per Claim/Aggregate) Per Claim Premium ------------------ --------- -------- $1,000,00051,000,000 $1,000 $625.00 Please be advised that the following Was,headings,and definitions aro for Illustrative purposes only and are not a contract.Please refer to the actual policy and all endorsements for a complete description of coverage. Claim Expenses.Outside Limits of Liability(CEOL):Claim Expenses.will not erode the available Limits of Liability to pay fora Damage AwardlSettlement. First Dollar Defense(FDD):The Deductible applies to Damages only. Retroactive!Prior Acts Date: 11/25/1996 Policy Form A Endorsements: Real Estate Professionals Errors and Omissions Policy-NY: CNA65701 NYc(03114) Cancellation/Non-Renewal-New York: CNA6818ONY(04/14) Policy Holder Notice-New York Addendum To Policy Appiicatioff&Declarations-New York: CNA76046NY(02114) Professional Services Exclusion(Construction Phase Inspections): CNA65815XX(05112) Predecessor Firm(Donna M.Travers DBA:DMT Appraisals): CNA65827XX(05/12) FrisurMlj that you are properly Insured(P) 45 Knollwood Road•Suite 202•Elmsford,NY 10523 P 914.592.6505•F 914.592,6508 •,www.plcsl.com l * E&O Client: JOSE PIRIR File No.: 55PINEWOOD Property Address:55 PINEWOOD ROAD Case No.: Cit :CUTCHOGUE State:NY Zip:11935 •PLGSI Friday,November 10,2023 Page 2 of 2 Environmental Hazards Coverage:Included to policy limits for the failure,In any way,to advise of the existence of pollutants,radon,asbestos,and lead.Includes claim expense and damage. Vicarious Liability&Disparate Impact Discrimination:The premium calculated above includes a sub-limit of$250,000/$500,000/$1,000,000.Note:Higher limits Not Offered. Residential Ownership Coverage: Not Offered. Construction Development Not Offered. Contingent Bodlly/Property Damage Coverage-Professional Services: Not Offered. Required Documentation: None Required. Premium Financing: Not Elected. Annual Payment Now Due: PAID IN FULL. Our office is prepared to help you in every possible way.Please do not hesitate to contact us if you have any questions or would like to discuss this matter in further detail. Sincerely, Professional Liability Consulting Services,Inc. Dennis M•Supraner President i• DRAWING k J08:N0. 24-611 UNAUTHORIZED• ALTERATION'.OR•ADDITION- . .rye... I - GUARANTEES. INDICATED.:HEREON :SHALL.:RUN. '• .' . . . . . . To"THIS.SURVEY.'IS. A.VIOLATION.OF�. . WHOM. THE'SURVEY .:-....-......SI.,.:,."I�..I.......,.:�.-II�..'.j-:......:.4......,4-� i.�W-I-..1.%.L�-..I.�.e.,.-...II...30t..�...........I.-..-.-C..�&'..II-...,...r.I . •" ONLY•TO THE PERSON 'FOR-. SECTION :7209 OF.TFiE.'NEIN YORK STATE: o$ `IS PREPARED; AND,OIV: H!S 9EHALF.;TO' THE:'. : - TPSI HOIP. :Data. :'EDUCATION.LAW.: : 1g• TITLE COMPANY; 60YERNMENTAL AGENCY AND ' . : + .LENDING .INSTITUTION-LISTED. 'HEREON; 'AND: . . ..: . -' provided .by:. Soil Evaluations. .COPIES'.OF THIS SURVEY' MAP 'NOT BEARING: . II . January 24..2024. THE. LAND :SURVEYOR'S. INKED•SEAL :OR : . -10., . . TUTIONE GUARANI ES ARE NOTNTRA SFERABLE. • . EMBOSSED SEAL.SHALL. NOT"BE CONSIDERED. . . , . , . . , EI=37:5. : - 'TO' BE A.VALID -TRUE:COPY., ryba� . . . . p Ddrk`Brown : .. �9� : . . . e� -f- `doe ' : ' ��o . . 0.9': Organic Loam OL: . 41. . b . 1`b. . . - - . , . . . . . . . . . . . . Pale Brown. . . . . . . O N` ,% . . . . . ,��. . " . . . . . Clayey':Sgnd SC° : :I. ;�o�;: :�o: : �9. k. ` 4o ,' . . . . . . : . o6- ' p\�.+. . . . . 'off . .: 0: . . Pale: Brown Fine: :: d A¢:" �:�: �� �:. 011m'. . . :to.Coarse .Sand: SW' . his ' : eo, - : . ... . %°:, `\ . ,ti9. . . •. : 3 .. •. . � . <'•No'.groundwater: encountered'. :1; : •. . .. N., Leo �I I 7P .C, . aeo. ;�S . ��Q : O �± . . i :: . �' C�� .. = off ... Ary6/. 51 : " 0/ . - S. : . . . . n,n . /c ��. : o,� . /. W` F. �n .o k 7. bA yS j : ��g5ed :AA : . , . . : :, . '2a: : 9e . . / �. . fig.. 61. 6a ' p . . . . . . - . A. 0 . . . ' . �' ,", � 36. . `� 36' A` .. . O lL�' ',Fi':01 4'a of :' ,9� ; w 2'.. �. : ;ems: 0 �� , �O/. . ,�/A, 01. % b. '. ' 3g1 y0: .01. . . : . : . �Sj � y . '. C' �� t A'. 0• ' o c� :S ` r a ' a. ,p . •r a : . . . .� 2o " . . s .: rT. 0.. a H. . . `off`g�c. . " A �.' ' ��, . 3� . . . " :0 u:0 . . : )` . . . . . . . . 5� O. . 0h �� 4 :. ice, 9 yg„� : .." :�o�o�e0 ,o� . ' ,o \ n . . .S . . . . . . . . ': . .\ , .i1R. . ra � . . c:'.' . S . \�' . : '�1 o�y �- n'... . :p� :S� . . •'ter, : ,. . . 35. : �. ka , .' . . : .cv d . . . :. ;P, GQ, .:. CIO �00 ,0*0&'') ..a2y2 ." N, ' (� —' : �• �6 \b� d. y\\S�oA• ' . . ' : \O / cJ�.. ,� JL1� eo : C.,0 . . O ' ' o- ' : m : , : . :Se:G�'�: �' :5 ° : '. apt . : .. .` '. �a: a 1 y . . ,r—� . 0 +11 . . : . to k . . . atiz . \�o wo\ �pti� ELEVATIONS.REFER 'T88 s ay: -r - THE'•EXISTENCE .OF RIGHTS'OF WAY i r: AND/OR' EASEMENTS .OF'RECORD IF '. ' . n, . : . Q-' •m* • . - .1. .. . . , . .ANY. :NOT.'SHOWN.'ARE.NOT.'GUARANTEED. - ." . .. . . . 1 q' ' : ` : Are a"= '15 550 ' �'. : . '.��. Ego u���ti.'. : ` Q�d�`` �.yy. O Premises'.known.as . .`� �' \�° .. ;off . . . :�P . '�E. .. �i 'P .. ' : : . . . ". : �.' : .V1." �, . . '' : . . e� .' y'w't' �'�, . . ', #: 55'.Pinewood-:Road; Cutchogue: . " . ' *: �' * . . ,'a' . :;. . . . .W 4. . . . . 'a: . . . . ', . . .Certified :to: '' STEWART TITLE iNSIfRANCE.COMPANY: : . ' 'SUFF.OLK COUNTY,DEPARTMENT OF HEALTH SERVICES - ' • . ' • :APPR"OVALOFCONSTRUCTED WORKS FOR : .'. • : -. - . O . JOSE-.PIRIR: . .. . - ." . . . ., .. . •.-.. . - ASINGLE FAMILY RESIDENCE \l (�L ' • Q OSCAR'.VIERA . ; • ,ri4rm2. µs:RBf.No R.24616 '. �, 3 : ► S. REDWOOD ABSTRACT.INC: (RA096866),: The sewage disposal and water suppWacilif es at this location have been ' �p� :inspected andfor ceyifred by this Department or other,awcies and found.- ' :D- • ' .i�` 1 : . - : •• � - . � • . :&• . to Ae.salisfaclory F.OR AMAXIMUM OF ' a" .BEDROOMS.-:' � ' -�:: . . . . . . � I • • . . , . . . . . Survey of::Described Propert . CRAIG KNEPPER, .E.•CHIEF' . . cam n •Y Oflioa Of Wastewater Management" _ _ '-SItUOt,2' CTt. . . :Fleefs , , . . . . : . Neck; :Cutchogue: -mi. , a e1 :W. " .:Mi'n'to0: . L:.S P. C . , , • . , . . . . T'.Ji :of S:o:u-thold' ' ' LICENSED: PROFESSIONAL',:LAND 'SURVEYOR: '. c I,' '' NEW: YORK 'STATE. LICENSE. NUMBER 050871 . . Suf f'o�.k. : oUnf Ne"W: .,York . ' . Y� . . . . . BT Wood.vie-W. 'Lane:: ' . , ' . :: . '.•: . :Center°eacl ,. ' lv.Y '.:1.1.720 ' : D.Istnct '10.06,s6ctibn 1:10 '' Bloc,k: .3 ' Lof 1 . . . . .:. . .PHONE/FAX::',(631)' 580-1.202.. ... . ". . . . . ' . • . . . . : . — 'Sole":;,1'. — 2.-. :.-.'S' ':Yed•: :.December. 9°, .2023:.. , CELLULAR (631) 766 9714 . W EMaiL:. .m1ke'mintolspc.@"'' il:com .' .Upda.te &�:• Topography ;..Jan:u:ary .1:8:,':.�2:024-,-': .. U d.at.e:- Jul 1:1'', ' :2024_ : . - .. , :,. .. . . . : . . 9 . . ' ' . . UNAUTHORIZED ALTERATION OR ADDITION 1� GUARANTEES INDICATED HEREON SHALL RUN DRAWING do JOB N0. 24_15 ONLY TO THE PERSON FOR WHOM THE SURVEY TO THIS SURVEY IS A VIOLATION OF b� IS PREPARED, AND ON HIS BEHALF TO THE SECTION 7209 F THE NEW PORK STATE +19' TITLE COMPANY, GOVERNMENTAL AGENCY AND Test Hole Data LENDING INSTITUTION LISTED HEREON, AND provided by: Soil Evaluations COPIES OF THIS SURVEY MAP NOT BEARING a� TO THE ASSIGNEES OF:THE LENDING INSTI— January 24, 2024 THE LAND SURVEYOR'S INKED SEAL OR .y° TUTION. GUARANTEES ARE NOT TRANSFERABLE. EMBOSSED SEAL SHALL NOT BE CONSIDERED a1 EI=37.5 TO BE A VALID TRUE COPY. �Dark Brown 0.9' Organic Loam OL Pale Brown o�e�� �`� �� �� 30 Clayey Sand SC Pale Brown Fine °,sec to Coarse Sand SW � � � co 17.0' No groundwater encountered ' ° y�`'' �e� 0� 32 `s ry6 34 NN OAN 000 pavement edge 9 �65ti 55 y 4- 5a 1 e �1' h fig. yro �6o/ �• coOc A/ $ �61ti rife no/P� Renter q5 6� &I 91 �1 G°�Gl �9 A6 3e 2 9 166 �ip �9 NIL Q. �0g 6h �9 Fg 0 •$ o. 'L�" � '� •sue �9' CP �o 38 •h1:�6 �6,� •mac^ y9 \0 00 �bq- N W. 39$ 38 00j� e���ee0e� qp s\eQ�cte\e ag 5 \eR` CIP 3 iA � o '40 O-� 0� Q• rjOn �e S`' - O 40 40. �0 5. o, °\ �`� �� 4y le S• y91 wo rn 9 ���olet\0�e ,� a' A°0� �Oo9SSC�� e�o�o�Q9 oO V� 0 w � Qe oa A° K , � 0. N5' e�. 42�sy O e, OQ 42 a�`' �o 'bd3h'L' 0� Nk ELEVATIONS REFER TO NAVD 1988 THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD IF O a.'f�a�� 1$ °r ANY, NOT SHOWN ARE NOT GUARANTEED. 1p '$ at�eyloy ha66 �� 1� * 04 eon QJb\`G 'op Area= 15,550.5 9J. Premises known as: a '� # 55 Pinewood Road, Cutchogue n� Certified to: STEWART TITLE INSURANCE COMPANY , JOSE PIRIR OSCAR VIERA � HEALTH DEPT. APPROVAL STAMP AREA REDWOOD ABSTRACT INC. (RA096866) � . wY Survey of Described Property PG�p;EL W M� situate at Michael W. Min.to, L.S.P.. Fleets Neck Cutcho gue LICENSED PROFESSIONAL LAND SURVEYOR r o: Town of Southold NEW YORK STATE LICENSE NUMBER 050871 �. �• 87 Woodview Lane Suffolk County, New York Centereaeh, N.Y. 11720 t ,,ND : PHONE/FAX: (631) 5110-1202 District 1000 Section 110 Block 3 Lot 1 CELLULAR: (631) 766-9714 Scale 1 "= 20' Surveyed December 9, 2023 w EMAIL: mikemintolspc®gmail.com Update & Topography January 1 B., 20:24 : UNAUTHORIZED'•ALTERATION 'OR''ADDITION' - 0�1 'GUARANTEES .INDICATED HEREON'SHALL' RUN :DRAWING&JOB NO. 24-�5: J.: 1 ' ' 'ONLY TO'THE PERSON FOR :WHOM'.THE SURVEY •. : . TO; THIS 'SURVEY'IS'.A .VIOLATLON bF.. . . ' :NOtAS''. : : ' '. : . : : '. 'ty 1S PREPARED `A' O : ; SECTION 7209'OF •THE:.NEW•YORK STATE: • • p. ND ,N HIS',BEHAV-.TO 'THE.. TEi$t.HOIP. bats • :'EDUCATION LAW. . . ' : : ' .THERE.ARE NO;DRY . ION PROPERTY' : ,ip-: ':TITLE: COMPANY,; 'GQVERNMENTAL.:AGENCY: AND' ' : ' THETiE'15,NO NATURAL OAS:SEJiVICING:TNE PROPERTY.LENDWc.'INsrITUTION:LISTED ;HEREON. AND. : • ' ' provided .by:' Soil.Evaluations . COPIES OF.THIS.SURVEY.'MAP. NOT'.BE.4RING ,k�.:. . : •.TO THE.ASSIGNEES OF;THE LENDING INSTI- . -January- 24; 2024 : THE .LAND.SURVEYOR.S:INKED 'SEAL: OR: ... : tier: . . . . . . - TOTION. GUARANTEES'ARE. NOT.TRANSFERABLE: :EMB.OSSED: SEAL SHALL :NOT:'BE;CONSIDERED . . .. . .: EI=;37.5 .. .: -'�. .: : TO -BE'A-'VALID' TRUE- COPY: .: '• ••'. ' .: . .: •ti0 - . • . . . . . . . . . . . . . . . . p ' . . . . . . . . . . Dark: Brown. ` : : : �t : . : ��' :' m. . , .'' 0.9'.':Orgfinic:L'Q. . QL . . : . . . .40. . . . ' . ' '.' ' y . .' . . ;. '. . . . ;: '. . . . . . . . . vo 1 . . . . . . :Pdle Brown' . : ��.�.. . . ,\' `\. . . . . . . . : . '_. . '.®. P : ': . . . . , .• . . Cla a Sand SC . . . . - . . p �1 :3p: •6:2' . Y. Y . _' %.\* . �1 V one . . g. 4. Pale:Brown 'Fins : c' : a�g: +:'...-1*-...._1.-..5-.-11...1-:..K...b:-,6.;,...-:.. : . `.`.. : :' ' ` : qs-. : n'!`0o• : : to ¢oacse: 5and :SW.' :'• °�`e. :'.'t*�e, :': : :.%,.. : �`.: ': y°1°,\..•. ; ':. 'y;. F. "yL ?: . '.�pg #,I...-.-.,.-1-.A;i.N-011-.,-e....1 I--.�:...,.. 17:0' : .' •No groundwater':6ncount'` d �rr,a ..,, o� :' :' . ; : ' ' : �Q: . . Qr'•' S��' ' ' 32: : •�. ' : :: ��' 1' .oar . . . .O. .h6,, . . . . . . . 1% , : f.. : . . - : :pQ ' '^ too: . . . . . ,. :' .': .� ./ : . . o%. . :�: ' ..< .. �� aS . cam/sQ o tott��rl . . . . 331p . e .. .: ^ V . t. . ti . . . . .• . 'y.. /.'. .�. . t . m of. /. �d�J y'L �1 12 .. �`} o off• �� '. . . y0 ': : : e„ GAO. ,.cj_" . . .;. v`�j '.'. . :.."-::..".�-I.:........I:.,...".I.Ii...-�..-....�......:......I.,..;.......?.,:..-....:.........:.I:.:...:....:�.;,,...b....,.�..-.4'.�..- .,". .(3, V. . . . Pavement .; ::. ' . . :' . : . 6A,, 36 co : . . . y-v.- •N1g9' ..931 : 5 .. . : . V �.....,..-.,/......:,...I::.-- ' k . • 3 .00. 61 �� Planter . • _ . ' : i 5'16 : : 111'cA �`.6" : : .fig ..: '�_. :' .. . : 1 .v� '�o�'. 1,°� 5�.. �.24 �o 's� tom, 9;41 sj,, 3�36 ;' ' 3' ' Fo.�74 :,+3. . . ' S9 . : �31:�'1 • ee oQ. `�' 0 96� 3 :'+ : : : :,. 6 . :313, - . qe ? 6 ��o. �9 d :*o: .' ,p .v , ya1.' .: : T q. , . y, 0:6p I . . - X - ,\: .i,$-.0., , ' ' , , , ' ' , , , �*�: . .!p CIS -- :9. - . . Q, Qfl' eFA ��S \p goo: : , ,�1. o� 38'. , ... 3. �G:A Gp�S eS teen . . ,. y�eQ ctg�g .9 _.%.: : fib.. , r,�. . ,..I........:::�...;:.........�.:II...1.,.......�.'I-...-..-,:...1.....L.....:m........I 4..'.....I I.-.:..........:!:..:::,.......�.......�I�III....%....I...-......,:.-.. .. . . . . . . . \ 961 . . o .' '\5 Yc� iOp c .5. opt6 ion.. 9 . 4. •. . 3 ` � :396% �' : dQKp?�eri9 : . . . ;.; e�op9 1- .:.•" .O..__ : ���e�' ,.,-,,...''.,....' . . - dl..: . 3g:. �'/- .3 : :%: ti O�.. �O : ?,'r' off: t .: S`1�g aot �o� o : . �° N Y3 ' t -�' . .1. I ;,, \fib: Sic �p . .be 5 , ~t�''q0'. . ay J ... - f,.......�.,...l....1-...,"..,...:!-:I...:�.:�4....,a m_.:,�.,­.,Il\.'.-....0...,:.,-­..�..,.-.::..*.....'�...p.-..-.. • c l. \het :�� Y�, v o �p t9 e0 S. . A ao� A : . p.S . �.' t _ b2. . S �. 3 ++`1` 9 . : `Er � 0 . s+. a .:� '0'o 09 �c-Lo� .; g .*. . •. po go e :.:tetiofiS ,0D'. .tom /• Ao. 30 . : `So . -t• ! . 'e�EQ0• a u� 70 . ' . ' �I�. ' . . ,'!' a�'16'11�\OtjS . `^4 9�. . R 1+ ,ypQ P(C( r y'L S.. . . fir; : _ . ���'gb. ' �.','. : %y . 5� 1..p q� '�dn : . /. . . , . ai . : : : `�,. .:`'1 o. :5`N. . de toy` : V. 3s .' O' t 8'' ;OQ : . �0 . . . 0 . . `�i' . . . . �tia5;: 6 . . +!� 4266. ./ /. : OS�pF. . . . ' . . • .. . r0 tD,: : '�o . is c'Y ' : : . • ..S : ; :�oy1: • . . . . " N �. ' / e��t►' ELEVATfONS REFER 'TO.NAND •1'988 59... . : ` .." .21,.'. : '. fir: ep. ' .: : . , : - -. . • • . • • : . . : . /�'� ti t.6:5 I. •:,fir hh._•• �g • •o�y �t� : 'THE EXISTENCE OF`RIGHTS OF WAY . V! /' AND O '.�� : , +�, ate : . e . .o��. vlt. Fp : /. R EASEMENTS. OF' RECORD I. .. : . . N '� . cod . ,,, a�2$ ANY, NOT:.SHOWN:ARE•.NOT GUARANTEED. . 4.' v+1 ' • . . . . ' . . . V d\ . OQ. . I .SUFFOLK:COUNTY•DEPARTMENT QF.HEALTH SERVICES : •• • • , : . : : i:'. o : : .an : t .� ;.p0 ; ., . , . ' : ' PERMIfi FOR.APPROVAL OR CONSTRUCTION°FOR'A : : • .. .'. 1 : : . . ' . . ' . . ' .. . . . ' • . ..00 -.•. a3 . . 40 : :SINGLE FAMILY RESJQENCE C+NLY: '.' . . . ?� •.: . O 3: E •000� .. s� . . . . . . . .. . Area 15 550.5 s.f . . . . . . ' . . : :'.I: : DATE-: 'zi2�f2o2a .= H.S: F:• 0.. R-2d-0T57.: .'. •. : " :.. "' . _ ,,ate. .. . : . e�>+: : ..R APPROVED . . Premises .knowtl as: ;p. g . r�,. I T'OR MAXIMUM OF' :. :.� : BEDR0011AS.: ; # .55•.Pinewood Road;:Cutchogue : �-. : . . . : : : : •.' . :I EXPIRES THREE:YEAR: "FROM DgTE•QF APPF20VAL . . . • C­rtif ied `.to:' . . . . . . . . . . . . . . .Abandonment of the existin .sanity s stem must.be'in ' STEWART:TITLE:INSURANCE COMPANY` : .S . 9 . , . rY Y : • . '•conformance with the.Department's.requirements: .. : ' : . DOSE'PIRIR '.'. : : : '.•: : . : ':: . . . =. . . ' . : ;,. . > , . . . . . . . . . . . : . . A: . _. : ; : : . : .- Submit,com letetl•form WWWO.80 as prgaf. :OSCAR•:VIERA •• : . '' : N. . • - REUINOOD'ABSTRACT' INC :(RAO96866) ***MAINTAIN'10''SEPARATION$ETWEPN ANY PROPOSED OR INSTALLED DRY=WET I S AND SANITARY SYSTEIv1 AND.WATERLINE*** ' :;o� �d �, :. Survey of :Described Property : :.:'. ':.: : �. , ,- .. . • . . . P ;�,�� I!. I :. ...; _•: :. situci. at:.: . . : : .: . . : : •: . . i ch a:el .: :W. .:Mir, t o-.: : :L..S0 P. ' 1. �y ,� . . : . . . �_` *. Flee#s. (Neck, Cutchogue •. • LICENSED ' R'OFESSioNAL ,LAND. SURVEYOR: .. T . 'NEW YORK•-STATE LICENSE. NUMBER' 050871'. . : 1.QWI .Of S-0 , 0 : ; • . . . • ��. . . . . :: 8.7: Wood:vle. Lane. : :. . ' o �(r. . >3z SOf olkk..Cdu�nf :-: .New .. Yo- ' . ; . '. ; .. : .'. . ' . - en. . 1V:.Y 1:I720. FO,r \� . . . . .NO,5.. ' ' :PHONE/FAX:: (631):580-' 1, 02 : . : - --: '•- .: ; is.trk t, 11000 Section 1':1:0. : Bloca<': .3'. :I�ot .'.1 :' CELLULAR (631) '.766-9714 • ' . . . . : �q._ w, EMAIL:: :rnikemintolspc0grriail com Scal:e' .':1 . :- 0 .' . : :.:Surv:eyed:.D:e'ember•.:.9- :. '2023.- . . . Update: & Topo tj3 l Ianuar: 10 ° : 024 . '. P. .Y. Y. . . . AG" CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 01/09/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Lisa Marie Aspen Agency Inc A/CC,Ne Ext: 631-471-7575 A/C No): (631)389-2439 191 Ronkonkoma Ave E-MAIL IisaCas en-n com ADDRESS: P y Ronkonkoma, NY 11779 INSURERS AFFORDING COVERAGE NAIL# INSURER A: American European Insurance Co INSURED INSURER B Pirir Construction Corp INSURER C: 4213 MIDDLE COUNTRY RD INSURERD: Calverton, NY 11933 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: 00020547-514095 REVISION NUMBER: 26 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR SD WVQ POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY CPP 0011604 10 12/13/2023 12/13/2024 EACH OCCURRENCE $ 1.000.000 CLAIMS-MADE OCCUR DAMAGE TO RENTED PREMISES(Ea occurrence) $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY JECT PRO ❑ LOC PRODUCTS-COMP/OP AGG $ 2,000,000 . OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident r- $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBEREXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED'BEFORE VILLAGE OF SOUTHAMPTON THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 23 MAIN ST Southampton, NY 11968 AUTHORIZED REPRESENTATIVE LIS 01988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Printed by LIS on 01/09/2024 at 11:10AM NYSI F New York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 0 � ^^^^^^ 473963558 ASPEN AGENCY INC 191 RONKONKOMA AVE RONKONKOMA NY 11779 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER PIRIR CONSTRUCTION CORP VILLAGE OF SOUTHAMPTON 4213 MIDDLE COUNTRY RD 23 MAIN ST CALVERTON NY 119333905 SOUTHAMPTON NY 11968 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12405 340-7 112387 12/13/2023 TO 12/13/2024 1/09/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2405 340-7, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF. NEW YORK, EXCEPT AS INDICATED.BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE 'SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED-BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT JOSE P PIRIR COTZOJAY PIRIR.CONSTRUCTION CORP (ONE PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:829,329090 U-26.3 Suffolk County Dept. of Labor, Licensing & Consumer Affairs HOME IMPROVEMENT LICENSE Name JOSE P P1R.1R Business Name certifies :that the firer is duly licensed Pirif Construction Corp- .f-e County of sufsolk License Number: H1-66426 Rosalie Virago Issued.- 63/10/2622 Commissioner Ex fires: �3J01�2024 .. p Generated by REScheck-Web Software Compliance Certificate Project Pirir Residence Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Solar Ready: false Has Charger false Has Battery: false Has Heat Pump: false Electric Ready: false Responsive Water Heating: false Construction Site: Owner/Agent: Designer/Contractor: 55 Pinewood Rd Jose Pirir David Martins Cutchogue, NY 11935 Architects MAD 18 Midtown Rd Carle Place, NY 11514 631-332-3021 dm@architectsmad.com 'Compliance: Passes using UA trade-off Compliance: 14.8%Better Than Code Maximum UA: 189 Your UA: 261 Maximum SHGC: 0.40 Your SHGC: 0.29 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. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 740 38.0 0.0 0.030 0.026 22 19 Wall:Wood Frame, 16"o.c. 1,450 25.0 0.0 0.053 0.060 66 75 Door: Glass Door(over 50%glazing) 102 0.270 0.320 28 33 SHGC: 0.29 Window:Wood Frame 106 0.270 0.320 29 34 SHGC: 0.29 Floor:All-Wood joist/Truss 604 38.0 0.0 0.026 0.047 16 28 Project Title: Pirir Residence Report date: 03/25/24 Data filename: Page 1 of10 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 REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. oAvio A1A2T+In�.s - ARGNn6cr �f a6/�Y Name-Title Date Project Notes: ` Renovate existing one story wood frame dwelling:Finish existing garage and incorporate new kitchen, dining, and living room. 1 Project Title: Pirir Residence Report date: 03/25/24 Data filename: Page 2 of10 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 Value Value Complies? Comments/Assumptions &ReciAD 103.1, ;Construction drawings and []Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 ienergy code compliance for the j ;building envelope.Thermal ❑Not Observable 1 lenvelope represented on ❑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. ❑Not Observable p� !Systems serving.multiple ❑Not Applicable ;dwelling units must demonstrate !compliance with the IECC !Commercial Provisions. 302.1, Heating and cooling equipment is;, Heating: Heating: ;❑Complies 403.7 !sized per ACCA Manual S based Btu/hr I Btu/hr UDoes Not [PR2]2 ion loads calculated per ACCA Cooling: Cooling: :❑Not Observable !Manual J or other methods Btu/hr Btu/hr :❑Not Applicable !approved by the code official. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Pirir Residence Report date: 03/25/24 Data filename: Page 3 of10 Section # Foundation Inspection Complies? Comments/Assumptions &Req.ID 303.2.1 ;A protective covering is installed to ;❑Complies [FO11]2 1 protect exposed exterior insulation :❑Does Not v and extends a minimum of 6 in. below kgrade. :[:]Not Observable; ❑Not Applicable 403.9 Snow-and ice-melting system controls!Elcom pi i es [FO12]2 I installed. ;❑Does Not v I ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Pirir Residence Report date: 03/25/24 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, ,Glazing U-factor(area-weighted ; U- U- ;❑Complies :see the envelope assemblies 402.3.1, 1 average). 1 :❑Does Not table for values. 402.3.3, ; 402.5 :❑Not Observable [FR2]1 ; ; 1❑Not Applicable : 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not U :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 [FR23]1 !installed per manufacturer's 1EIDoes Not instructions. U ❑Not Observable ❑Not Applicable 402.4.3 :Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not U jAAMA/WDMA/CSA 101/I.S.2/A440 ;or has infiltration rates per NFRC ❑Not Observable :400 that do not exceed code ❑Not Applicable limits. 402.4.5 ,IC-rated recessed lighting fixtures ❑Complies [FR16]2 ;sealed at housing/interior finish ❑Does Not land labeled to indicate s2.0 cfm. i ❑Not Observable ;leakage at 75 Pa. , ❑Not Applicable 403.3.1 :Supply and return ducts in attics ❑Complies [FR12]1 "insulated >= R-8 where duct is ❑Does Not U >= 3 inches in diameter and >_ 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 ; :for<3 inches in diameter. ; 403.3.2 ;Ducts, air handlers and filter ❑Complies [FR13]1 :boxes are sealed with ❑Does Not U ;joints/seams compliant with International Mechanical Code or ❑Not Observable :International Residential Code, as ❑Not Applicable ;applicable. 403.3.5 -_ Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not 9 ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids ; R- R- ;❑Complies ; [FR17]2 .above 105°F or chilled fluids I ;❑Does Not u ibelow 55°F are insulated to>_R- �3. ;❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not v []Not Observable IE]Not Applicable 403.5.3 ;Hot water pipes are insulated to ; R- R- ;❑Complies ; [FR18]2 `>_R-3. ;❑Does Not V ;❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. i []Not Observable i ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Pirir Residence Report date: 03/25/24 Data filename: Page 5 of10 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Pirir Residence Report date: 03/25/24 Data filename: Page 6 of10 FSection Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1 ;All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not ti provided. ❑Not Observable ❑Not Applicable . 402.1.1, ;,Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.E ;❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ; I ❑Not Observable , u ;❑Not Applicable 303.2, ',Floor insulation installed per ❑Complies 402.2.8 :manufacturer's instructions and ❑Does Not [IN2]1 ;in substantial contact with the U !underside of the subfloor, or floor ❑Not Observable framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing,or continuous !insulation is installed on the I j underside of floor framing and j extends from the bottom to the .top of all perimeter floor framing ; members. 402.1.1, ;Wall insulation R-value. If this is a: R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the :❑ Wood ❑ Wood ;❑Does'Not ;table for values. 402.2.E ;wall insulation on the wall ;❑ Mass ❑ Mass ❑Not Observable [IN3]1 ;exterior,the exterior insulation ; ; g� requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable I ; ; 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 !manufacturer's instructions. ❑Does Not ! ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) = FLow impact(Tier 3) Project Title: Pirir Residence Report date: 03/25/24 Data filename: Page 7 of10 i Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & 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, ❑ Steel ❑ Steel UNot Observable ; 2. [01]2 6• ; ; ;❑Not Applicable 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 i manufacturer's instructions. ❑Does Not [F12]1 ;Blown insulation marked every ❑Not Observable 300 ft2. ❑Not Applicable 402.2.3 iVented attics with air permeable 111Complies [FI22]2 insulation include baffle adjacent ❑Does Not Ito soffit and eave vents that )extends over insulation. ❑Not Observable I I IE]Not Applicable 402.2.4 ;Attic access hatch and door R- ; R- ;❑Complies [F13]1 insulation >_R-value of the ;❑Does Not ;adjacent assembly. ❑Not Observable j ;❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50= ;❑Complies [FI17]1 lach in Climate Zones 1-2, and :❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 402.4.2 Mood-burning fireplaces have ❑Complies [FI8]2 tight fitting flue dampers and ❑Does Not outdoor air for combustion. I ❑Not Observable ; IE]Not Applicable 403.3.3 Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies [FI27]1 (determine air leakage with ftz ft2 ❑Does Not 'either: Rough-in test:Total ;leakage measured with a :❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable ;w.g. across the system including ; ! ;the manufacturer's air handler enclosure if installed at time of ;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 I handler enclosure. 403.3.4 Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies [FI4]1 cfm/100 ft2 across the system or ftz ftz ;❑Does Not <=3 cfm/100 ft2 without air ;handler @ 25 Pa. For rough in ; ;❑Not Observable :tests,verification may need to ;❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 ;installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to code specifications. ❑Not Applicable 403.1.2 !Heat pump thermostat installed ❑Complies [FI10]z Ron heat pumps. ❑Does Not E ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Pirir Residence Report date: 03/25/24 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 403.5.1 ')Circulating service hot water ❑Complies ; [FI11]2 ')systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 403.6.1 All mechanical ventilation system ❑Complies [FI25]2 Mans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable I R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback ❑Not Observable ]control to lower boiler water itemperature based on outdoor ❑Not Applicable temperature. ✓; 403.5.1.1 i Heated water circulation systems ❑Complies [F[28]2 1 have a circulation pump.The ❑Does Not isystem 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 I not present. Controls for circulating hot water system i pumps start the pump with signal ifor hot water demand within the occupancy.Controls i automatically turn off the pump ;when water is in circulation loop is at set-point temperature and j no demand for hot water exists. 403.5.1.2 !Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 1515. Controls automatically 1 adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable ; desired water temperature in the piping. 403.5.2 Demand recirculation water ❑Complies [F130]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable iwater entering the cold water, ❑Not Applicable ; Ipiping to<= 104°F. 403.5.4 Drain water heat recovery units ❑Complies [FI31]2 Itested in accordance with CSA ❑Does Not i B55.1. Potable water-side i pressure loss of drain water heat ❑Not Observable I recovery units <3 psi for ❑Not Applicable individual units connected to one I or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for I individual units connected to Ithree or more showers. 403.10.1 Readily accessible switch on ❑Complies [FI12]3 heaters for swimming pools or ❑Does Not permanent in-ground spas. Switch operation does not ❑Not Observable change heater thermostat ❑Not Applicable setting. Heater circuit breaker is installed independent of switch. Gas-fired heaters equipped with ignition pilots that are not continuously burning pilots. 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) -3 ILow Impact(Tier 3) Project Title: Pirir Residence Report date: 03/25/24 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 403.10.2 Timer switches or other ❑Complies [FI19]3 automatic preset schedule ❑Does Not control method are installed on heaters and pumps serving pools ❑Not Observable and permanent ❑Not Applicable 403.10.3 Outdoor heated pools and ❑Complies [F120]3 outdoor permanent spas have a ❑Does Not vapor retardant cover. ❑Not Observable ' ❑Not Applicable 404.1 ;90%or more of permanent ❑Complies [96]1 !fixtures have high efficacy lamps. ❑Does Not I ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not 9Al ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]2 } ❑Does Not ❑Not Observable ❑Not Applicable 303-3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Pirir Residence Report date: 03/25/24 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 25.00 i Below-Grade Wall 0.00 Floor 38.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.27 0.29 Door 0.27 0.29 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments CZ) L1�1 { -- PP OVED AS NOTED CC D,AT B.P.# J� FEE BY: v :. o NOTIFY IJUTLDING DEPA.RTMENTAT 631^765-1802 OAM TO 4 PM FOR THE FOLLOWING INSPECTIONS: .- 1. —r€1NDATI!)',,. --f VV0 REQUIRED H POURED .:ON;;RE"E )I Jr3H-FRA,,,IING& PLUMBING 3. 6..'jLATION 18 MIDTOWN RA a. FINAL,-CONSTRUCTION MUST CARL[PL CF NY 11514 C12020 BE COMPLETE FOR C.O. (631)-332-3021 ALL CONSTRUCTION SHALL MEET TM D M@ARC H ITFCTS€.4AD.COM REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOFt DESIGN OR CONSTRUCTON ERRORS COMPLY WITH ALL CODES OP NEW YORK STATE &TOWN CODES PROJECT AS REQUIRED AND CONDITIONS OF PIRIR B0UTHeLD TeM. -?Lk=G BOARD RESIDENCE SOP4:D $4, TRUSTEES NPG 55 PINEWOOD ROAD SCHD CUTCHOGUE,NY DATE: 03/2024 OCCUPANCY OR PROJECT NO. 3523007 USE 1UNLAWFUL _ LA FUL REVISION DATE SUBMIT FOR BUILDING PERMIT 02/2024 WITHOUT CERTIFICATE 2 E-SUBMIT FOR BUILDING PERMIT 03/2024 4 OF OCCUPANCY 5 s NOTES: 1.THE CONTRACTOR SHALL VERIFY ALL "STAIN STORIA WATER RUNOFF EXISTING AND PROPOSED CONDITIONS ON r SUANT TO CHAPTER 236 THE CONSTRUCTION DOCUMENTS WITH ;,.. OF ►tiE TOWN CODE. THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING IL CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE i. ` h. WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. ALL &b','�,T�n ic`D .;; 0 2.PROVIDE WOOD BLOCKING IN WALL € y 4 FRAMING FOR ALL ACCESSORIES a iG 8 t<U I COVER( INCLUDING BUT NOT LIMITED TO:TOWEL �,. ... BARS,TOILET PAPER HOLDERS,SHELVING la�j' r �� 7ATTACHMENT,ROBE HOOKS,GRAB BARS, I C s }'3, H (JI (7 ,� {'. 1 ETC. Hy 3.NO WORK TO COMMENCE UNTIL A PLUMBER CERTIFICATION BUILDING PERMIT IS ISSUES. ON LEAD CONTENT BtFORE 4.THESE PLANS COMPLY WITH THE 2020 CERTIFICATE,OF OCCUPANCY INTERNATIONAL ENERGY CONSERVATION CODE. SOLD'Et? USED W W'ATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1%LEAD. Mower door ELECTRICAL and ductwork, INSPECTION REQUInED testing required. Must prOV IIde Manuals All exterior Ii hting n, J and S as per installed,replaced or NYS Energy Code repai-red shall conform to Chapter 172 of the Town Code �R�U A RCy fJ 041714 (/t fit Is r 0,C) - _ qr�OF N n PROJECT TITLE InP, SCALE: AS NOTED DRAWN BY: DM GENERAL NOTEES ON CODE COMPLIANCE SITEWORK NOTES WOOD AND CARPENTRY 20. PROVIDE TEMPORARY WEATHER PROTECTION,DURING INTERVAL BETWEEN DEMOLITION AND 5. JOINT TREATMENT SHALL BE TOOLED MORTAR JOINTS ALL CONSTRUCTION SHALL CONFORM TO 1. SITE PLAN INFORMATION,INCLUDING ANY TOPOGRAPHIC ELEVATIONS,WAS TAKEN FROM REMOVAL OF EXISTING CONSTRUCTION,ON EXTERIOR SURFACES AND NEW CONSTRUCTION 1. ALL FRAMING IS TO BE IN ACCORDANCE WITH • THE 2020 NEW YORK STATE BUILDING CODES INCLUDING BUT NOT LIMITED TO SURVEY OF THE PROPERTY. SEE DRAWINGS FOR SURVEY DATE AND PREPARER INFORMATION TO ENSURE THAT NO WATER LEAKAGE OR DAMAGE OCCURS TO STRUCTURE OR INTERIOR 6. STUCCO SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO OF 1 PART a. THE AMERICAN WOOD COUNCIUS WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND 0 RESIDENTIAL CODE AREAS. CEMENT,1 PART LIME PUTTY,AND 6 PARTS SAND.ALL STUCCO SHALL BE APPLIED TO CLEAN, TWO-FAMILY DWELLINGS AND THE 0 BUILDING CODE 2. PROTECT FROM CONSTRUCTION DAMAGE ALL EXISTING TREES,VEGETATION,LANDSCAPING, MOIST CONCRETE AND MASONRY SURFACES. b. 2020 NEW YORK STATE RESIDENTIAL CODE = Q EXISTING BUILDING CODE AND SITE IMPROVEMENTS NOT SCHEDULED FOR CLEARING. 21. ERECT AND MAINTAIN DUST PROOF PARTITIONS AND TEMPORARY ENCLOSURES TO LIMIT IF THERE ARE ANY QUESTIONS,CONCERNS,OR ISSUES REGARDING THE INTENT,NOTES, 0 FIRE CODE DUST AND DIRT MIGRATION AND TO SEPARATE AREAS FROM FUMES AND NOISE. FRAMING DIAGRAMS,OR DRAWINGS,CONTACT ARCHITECT FOR CLARIFICATION PRIOR n PLUMBING CODE 3. REMOVE EXISTING PLANT MATERIALS TO BE DISTURBED BY CONSTRUCTION AND EITHER TO CONSTRUCTION. IJ MECHANICAL CODE DISPOSE OF OR TRANSPLANT AT OWNER'S DIRECTION. 22. PROVIDE AND MAINTAIN INTERIOR AND EXTERIOR SHORING,BRACING,OR STRUCTURAL r!55; , ;m IJ FUEL GAS CODE SUPPORT TO PRESERVE STABILITY AND PREVENT MOVEMENT,SETTLEMENT,OR COLLAPSE OF 2. STRUCTURE IS DESIGNED FOR THE MINIMUM LIVE LOADS REQUIRED BY THE 2015 0 ENERGY CONSERVATION CONSTRUCTION CODE 4. PROVIDE EROSION CONTROL DEVICES IF REQUIRED. BUILDING TO BE SELECTIVELY DEMOLISHED. INTERNATIONAL RESIDENTIAL CODE.ANY INCREASE IN LOADS DUE TO CHANGE IN FUNCTION, 0 PROPERTY MAINTENANCE CODE CONSTRUCTION MATERIALS,ETC.SHALL HAVE WRITTEN APPROVAL FROM THE ARCHITECT OR • THE NEW YORK STATE BUILDING STANDARDS&CODE:2021 UNIFORM CODE 5. STRIP AND STOCKPILE ALL TOPSOIL IN AFFECTED AREAS FOR REUSE. 23. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. SUPPLEMENT SURFACES AND AREAS. 18 MIUTO64N ROAD UE2020 NY • THE NEW YORK STATE BUILDING STANDARDS&CODE:2021 SUPPLEMENT TO THE NEW 6. FOOTINGS SHALL BEAR ON UNDISTURBED INORGANIC SAND,GRAVEL CLASS GW,GP,SOIL 3. THE BASIC STABILITY OF THE STRUCTURE IS DEPENDENT UPON THE DIAPHRAGM ACTION OF CAR)631)-332-3DLE PLACE 2111514 YORK STATE ENERGY CONSERVATION CODE WITH A MINIMUM BEARING CAPACITY OF 3000 POUNDS PER SQUARE FOOT MEETING THE 24. PROMPTLY PATCH AND REPAIR HOLES AND DAMAGED SURFACES CAUSED TO ADJACENT FLOORS,WALLS AND ROOF ACTING TOGETHER.PROVIDE ALL GUYS,BRACES,STRUTS,ETC. DPA?ARCIIITECTSMAD.COM OTHER REFERENCE STANDARDS USED: REQUIREMENTS OF SEISMIC DESIGN CATEGORY B OR BETTER PER 2020 NYS RC.FOOTINGS CONSTRUCTION BY SELECTIVE DEMOLITION OPERATIONS. REQUIRED TO ACCOMMODATE ALL LIVE,DEAD AND WIND LOADS UNTIL FINAL CONNECTIONS WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS MAY ALSO BEAR ON ROCK OF APPROVED COMPACTED FILL PLACE IN 8"MINIMUM LIFTS. BETWEEN THESE ELEMENTS ARE MADE. ALL CODES SHALL SUPERSEDE THE DRAWINGS AND SHALL BE INCORPORATED INTO THE 25. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO CONSTRUCTION WHETHER THEY ARE INDICATED OR NOT. 7. DESIGN IS BASED ON SOIL BEARING CAPACITY OF 3000 PSF.IF NOT ACHIEVED DURING ADJOINING CONSTRUCTION TO REMAIN IN A MANNER THAT ELIMINATES EVIDENCE OF 4. CONSULT FRAMING DIAGRAMS AND/OR DRAWINGS FOR FRAMING DIRECTIONS,SPACING,AND EXCAVATION,NOTIFY ARCHITECT PRIOR TO COMPLETING WORK.IN AREAS LIKELY TO HAVE PATCHING AND REFINISHING. SIZES.IN NO CASE SHALL FLOOR AND ROOF FRAMING MEMBERS EXCEED 24"ON CENTER GENERAL STRUCTURAL NOTES EXPANSIVE,COMPRESSIBLE,SHIFTING OR OTHER UNKNOWN SOIL CHARACTERISTICS,A SOILS SPACING. 2020 NYS RC SECTION R301 DESIGN CRITERIA TEST BY AN APPROVED AGENCY SHALL BE PERFORMED TO DETERMINE THE SOIL'S CHARACTERISTICS. FOUNDATION 5. PER 2020 NYS RC SECTION R317, PROJECT CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA: THE STRUCTURE,STRUCTURAL CONNECTIONS AND FRAMING SYSTEMS HAVE BEEN DESIGNED TO 8. BACKFILLING OPERATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR.FOUNDATION 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 POUNDS PER SQUARE a. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR PI RI R RESIST LOADS AS SET FORTH IN TABLE R3012(1): WALLS SHALL BE ADEQUATELY BRACED PRIOR TO BACKFILLING. INCH. FOUNDATION WALLS SHALL BE PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA Ul. RESIDENCE WIND DESIGN CLIMATIC AND GEOGRAPHI CDESIGN CRITERIA ALL SILLS AND SLEEPERS ON SLAB TO BE PRESERVATIVE-TREATED IN ACCORDANCE WITH DAMAGEI I SUBJECT TO 9. DO NOT BACKFILL FOUNDATION UNTIL FLOOR DIAPHRAGM HAS BEEN FULLY INSTALLED. 2. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL.CONTACT ARCHITECT IF OTHER AWPA Ul UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE GROUND WIND SIESMIC WINTER ICE SHIELD FLOOD AIR MEAN CONDITIONS ARE PRESENT. SNOW SPEED TOPOGRAPHIC SWINDL BORNE DESIGN WEATHERING FROST DESIGN UNDERLAYMENT HAZARD FREEZING ANNUAL BARRIER. LGAD MPH) EFFECTS REGION °ZONES CATAGORY DE TH TERMITE TEMP REQUIRED INDEX TEMP 10. THE DRAWINGS INDICATE GENERAL PROVISIONS FOR DRAINING RAINWATER FROM THE SITE 2D LBS ,90 NO NO NO B SEVERE 1--­ TMOONEAATTE I YEB NO ,BBDar1.. sz.= AND ROOF.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ROOF DRAINAGE AND FINAL 3. FOOTINGS ARE TO BE MINIMUM 36"BELOW GRADE U.O.N..SEE DRAWINGS FOR FOOTING SIZE b. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS 55 PINEWOOD ROAD NOTE:REFER TO 2020 NYS RC FOR ADDITIONAL NOTES ON THIS TABLE. GRADING,INCLUDING PAVEMENT AND LAWN AREAS SO THAT WATER EITHER RUNS AWAY AND REINFORCING DETAILS.CONTRACTOR SHALL VERIFY DEPTH OF ALL EXISTING FOOTINGS HAVING CLEARANCES OF LESS THAN INCH ON TOPS,SIDES,AND ENDS,SHALL BE CUTCNOGUE,NY FROM STRUCTURES NATURALLY OR IS PIPED TO DAYLIGHT OR STORM DRAINAGE. DISTURBED BY CONSTRUCTION. PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA Ul. DESIGN LOADS: DATE: 02/2024 R301.4 DEAD LOAD."THE ACTUAL WEIGHTS OF MATERIALS AND CONSTRUCTION SHALL BE USED 11. CONSULT WITH OWNER FOR ANY PROPOSED IRRIGATION SYSTEM,OR MODIFICATION OF 4. PROVIDE 5/8"ANCHOR BOLTS EMBEDDED A MINIMUM OF 7"IN POURED CONCRETE OR A c. FASTENERS FOR PRESERVATIVE-TREATED WOOD ARE TO BE HOT-DIPPED,ZINC-COATED PROJECT NO. 3523007 FOR DETERMINING DEAD LOAD WITH CONSIDERATION FOR THE DEAD LOAD OF FIXED SERVICE EXISTING SYSTEMS. MINIMUM OF 15"IN MASONRY BLOCK.SPACING FOR ONE-STORY STRUCTURES SHALL BE 72" GALVANIZED STEEL,STAINLESS STEEL,SILICON BRONZE OR COPPER,IN ACCORDANCE REVISION DATE EQUIPMENT." ON CENTER(D.C.).SPACING FOR TWO-STORY STRICTURES SHALL BE 36"O.C..PROVIDE WITH THE CONNECTOR MANUFACTURER'S RECOMMENDATIONS,0111/2"OR GREATER 1 SUBMIT FOR BUILDING PERMIT 02/2024 R301.5 LIVE LOAD.DESIGN IS TO ACCOMMODATE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 12. SEED OR SOD AREAS DISTURBED BY CONSTRUCTION.RESTORE LAWNS AS REQUIRED. ANCHOR BOLTS WITHIN 12"OF CORNERS AND BOARD ENDS.COORDINATE WITH FRAMING. STEEL BOLTS. 2 CALLED FOR IN TABLE R301.5 2020 NYS RC.ANY INCREASE IN LOADS DUE TO CHANGE IN 3 FUNCTION,CONSTRUCTION MATERIALS,ETC.SHALL HAVE WRITTEN APPROVAL FROM THE 13. RE-GRADE DRIVE AND PARKING AREAS WITH 16"MIN.COMPACTED BED OF APPROVED BANK 5. KEY ALL FOUNDATION WALLS TO FOOTINGS. 6. PROVIDE TERMITE SHIELD AND CLOSED CELL FOAM SILL SEAL AT SILL PLATE.INSTALL 4 STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. RUN GRAVEL. ACCORDING TO MANUFACTURERS RECOMMENDATIONS.SILL PLATES SHALL HAVE FULL s TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(IN POUNDS PER SQUARE FOOT) 6. DO NOT BACKFILL FOUNDATION UNTIL FLOOR DIAPHRAGM HAS BEEN FULLY INSTALLED. BEARING ON THE FOUNDATION SYSTEM. USE LIVE LOAD 14. CONSULT WITH OWNER FOR LANDSCAPING PLAN,PROPOSED PLANTING SELECTIONS,AND UNINHABITABLE ATTICS WITHOUT STORAGE 10 PLANTING BED FINISHES. 7. PROTECT ANY DAMPPROOFING AND INSULATION DURING BACKFILL OPERATIONS. 7. PROVIDE HOLD DOWNS AT BOTTOM CORNERS OF SHEAR WALLS AS INDICATED ON PLANS. NOTES: PROVIDE CONTINUOUS LOAD PATH FROM HOLDDOWN TO FOUNDATION. UNINHABITABLE ATTICS WITH LIMITEE STORAGE 20 1.THE CONTRACTOR SHALL VERIFY ALL HABITABLE ATTICS AND ATTICS SERVED WITH FIXED 30 15. COMPLETELY CONTROL AND REMOVE ALL DEMOLITION DEBRIS,SCRAPS&DUST. B. PER 2020 NYS RC SECTION R405:DRAINS SHALL BE PROVIDED AROUND CONCRETE OR EXISTING AND PROPOSED CONDITIONS ON STAIRS MASONRY FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES 8. PROVIDE REQUIRED STRAPPING TO RESIST UPLIFT AS INDICATED ON PLANS AND IN THE CONSTRUCTION DOCUMENTS WITH BALCONIES(EXTERIOR)AND DECKS 40 DEMOLITION LOCATED BELOW GRADE"UNLESS"...THE FOUNDATION IS INSTALLED ON WELL-DRAINED STRUCTURAL NOTES. THOSE ATTHE SITE.ANY DISCREPANCIES GROUND OR SAND-GRAVEL MIXTURE SOILS ACCORDING TO THE UNIFIED SOIL MUST BE BROUGHTTO THE ATTENTION OF FIRE ESCAPES 40 1. OWNER AND ARCHITECT ASSUME NO RESPONSIBILITY FOR ACTUAL CONDITION OF BUILDINGS CLASSIFICATION SYSTEM,GROUP 1 SOILS,AS DETAILED IN TABLE R4051" 9. PROVIDE ALL FLUSH FRAMED JOISTS,HEADERS,RAFTERS,AND RIDGE BEAMS WITH THE ARCHITECT PRIOR TO COMMENCING GUARDS AND HANDRAILS 200 TO BE SELECTIVELY DEMOLISHED. PREFABRICATED GALVANIZED METAL CONNECTORS AT EACH SIDE OF MEMBER. CONSTRUCTION.THE S SHALL DI GUARD IN-FILL COMPONENTS 50 9. 2020 NYS RC SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING: BE RESPONSIBLE FOR DSCCRREEPANCPANC SHALL PASSENGER VEHICLE GARAGES 50 2. REMOVE AND LEGALLY DISPOSE OF ITEMS EXCEPT THOSE INDICATED TO BE REINSTALLED, FOUNDATION WALLS SHALL BE DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE NOT REPORTED TO THE ARCHITECT ONCE 10. PER ROOMS OTHER THAN SLEEPING ROOMS 40 SALVAGED,OR TO REMAIN THE OWNER'S PROPERTY. FINISHED GRADE.MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8"PORTLAND CEMENT LESS THAN THAN 1112 INCHES NYS RC), THE ENDS OF EACH NCHES Of BEARING ON WOOD OR JOIST,BEAM OR GIRDER SHALL HAVE NOT WORK HAS COMMENCED,EXCEPT FOR / METAL AND NOT LESS THAN 3 INCHES ON HIDDEN CONDITIONS WHERE APPLICABLE. SLEEPING ROOMS 30 PARGING APPLIED TO THE EXTERIOR OF THE WALL.THE PARGING SHALL BE DAMPPROOFED IN MASONRY OR CONCRETE...THE BEARING ON MASONRY OR CONCRETE SHALL BE DIRECT,OR A STAIRS 40 3, EXISTING TO REMAIN:PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND ACCORDANCE WITH ONE OF THE FOLLOWING: SILL PLATE OF 2-INCH-MINIMUM NOMINAL THICKNESS SHALL BE PROVIDED UNDER THE 2.PROVIDE WOOD BLOCKING IN WALL SOILING DURING SELECTIVE DEMOLITION.WHEN PERMITTED BY THE ARCHITECT,ITEMS MAY 1. BITUMINOUS COATING JOIST,BEAM OR GIRDER.THE SILL PLATE SHALL PROVIDE A MINIMUM NOMINAL BEARING FRAMING FOR ALL ACCESSORIES NOTE:REFER TO 2020 NYS RC FOR ADDITIONAL NOTES ON THIS TABLE. INCLUDING BUT NOT LIMITED TO:TOWEL BE REMOVED TO A SUITABLE,PROTECTED STORAGE LOCATION DURING SELECTIVE 2. THREE POUNDS PER SQUARE YARD OF ACRYLIC MODIFIED CEMENT AREA OF 48 SQUARE INCHES"."JOISTS FRAMING FROM OPPOSITE SIDES OVER A BEARING BARS,TOILET PAPER HOLDERS,SHELVING TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS DEMOLITION AND THEN CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS. 3. ONE-EIGHTH-INCH COAT OF SURFACE-BONDING CEMENT COMPLYING WITH SUPPORT SHALL LAP NOT LESS THAN 3 INCHES AND SHALL BE NAILED TOGETHER WITH A ATTACHMENT,ROBE HOOKS,GRAB BARS, STRUCTURAL MEMBER ALLOWABLE DEFLECTION ASTM C 887. MINIMUM THREE 10D FACE NAILS.." DC, 4. REMOVE AND SALVAGE:ITEMS INDICATED TO BE REMOVED AND SALVAGED REMAIN THE 10. ALL SILLS AND PLATES ON EXTERIOR FOUNDATION WALL ARE TO BE PRESSURE PRESERVATIVE RAFTERS HAVING SLOPES GREATER THAN 3:12 WITH L/180 OWNER'S PROPERTY.REMOVE,CLEAN,AND PACK OR CRATE ITEMS TO PROTECT AGAINST TREATED. 11. PER R5023.1 (2020 NYS RC)PROVIDE BRIDGING FOR WOOD JOISTS EXCEEDING SIZE OF 3.NO WORK TO COMMENCE UNTIL A FINISHED CEILING NOT ATTACHED TO RAFTERS DAMAGE.IDENTIFY CONTENTS OF CONTAINERS AND DELIVER TO OWNER'S DESIGNATED NOMINAL 2 INCHES X 12 INCHES(ROOF AND FLOOR)AT INTERVALS NOT EXCEEDING 8'-0". BUILDING PERMIT IS ISSUES. INTERIOR WALLS AND PARTITIONS H/180 STORAGE AREA. 11. CRAWL SPACES,OR ANY UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS BRIDGING SHALL BE CROSS BRACES OF NOMINAL 1X3 LUMBER OR SOLID 2X LUMBER. 4.THESE PLANS COMPLY WITH THE 2020 FLOORS L/360 AND THE EARTH UNDER ANY BUILDING(EXCEPT SPACE OCCUPIED BY A BASEMENT)SHALL BE BRIDGING SHALL BE SECURED IN ACCORDANCE WITH THE FASTENING SCHEDULE ON THE INTERNATIONAL ENERGY CONSERVATION CEILINGS WITH BRITTLE FINISHES(INCLUDING PLASTER L/360 5. REMOVE AND REINSTALL:REMOVE ITEMS INDICATED;CLEAN,SERVICE,AND OTHERWISE VENTILATED AND PROVIDED WITH ACCESS IN ACCORDANCE WITH 2O15 IRC R408.1 AND DRAWINGS.VERIFY TRUSS JOIST MANUFACTURER'S SPECIFICATIONS FOR SPECIFIC CODE. AND STUCCO) PREPARE THEM FOR REUSE;STORE AND PROTECT AGAINST DAMAGE.REINSTALL ITEMS IN M1305.1.4. REQUIREMENTS. CEILINGS WITH FLEXIBLE FINISHES(INCLUDING GYPSUM L/240 LOCATIONS INDICATED. BOARD) 12. PROVIDE SOLID FLOOR DIAPHRAGM BRACING AT PANEL EDGES PERPENDICULAR TO FLOOR ALL OTHER STRUCTURAL MEMBERS L/240 6. EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED,SALVAGED,REINSTALLED,OR CONCRETE FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING,SPACED A MAXIMUM OF 4%0"ON EXTERIOR WALLS-WIND LOADS WITH PLASTER OR H/360 OTHERWISE INDICATED TO REMAIN THE OWNER'S PROPERTY,DEMOLISHED MATERIALS SHALL CENTER. STUCCO FINISH BECOME THE CONTRACTOR'S PROPERTY AND SHALL BE REMOVED FROM THE SITE WITH 1. ALL CONCRETE SLABS,FOOTINGS,AND CAISSONS SHALL DEVELOP STRENGTH OF 3000 EXTERIOR WALLS-WIND LOADS WITH OTHER BRITTLE H/240 FURTHER DISPOSITION AT THE CONTRACTOR'S OPTION. POUNDS PER SQUARE INCH IN 28 DAYS 13. PROVIDE ALL STUD BEARING WALLS WITH 2 CONTINUOUS TOP PLATES AND 1 CONTINUOUS FINISHES BOTTOM PLATE,TOP PLATES SHALL OVERLAP AT CORNERS AND INTERSECTIONS WITH OTHER EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES H/120 7. REMOVE EXISTING PLANT MATERIALS TO BE DISTURBED BY CONSTRUCTION AND EITHER 2. ALL CONCRETE FORMWORK SHALL BE TIED AND BRACED TO FORM TRUE LINES,SQUARE LOAD BEARING WALLS. LINTELS SUPPORTING MASONRY VENEER WALLS L/600 DISPOSE OF OR TRANSPLANT AT OWNER'S DIRECTION. CORNERS AND PLUMB WALLS. L=SPAN LENGTH,H=SPAN HEIGHT 14. PROVIDE A MINIMUM OF(3)STUDS AT EXTERIOR WALL CORNERS. NOTE:REFER TO 2020 NYS RC FOR ADDITIONAL NOTES ON THIS TABLE. 8. DURING DEMOLITION NOTIFY ARCHITECT OF ANY CONDITIONS THAT DIFFER FROM THOSE 3. REINFORCING BARS SHALL CONFORM TO ASTM A625:MINIMUM YIELD STRESS 40 KSI ASSUMED ON THESE DOCUMENTS. 15. CUTTING,DRILLING,AND NOTCHING OF STRUCTURAL FLOOR MEMBERS IS TO COMPLY WITH THE BASIC STABILITY OF THE STRUCTURE IS DEPENDENT UPON THE DIAPHRAGM ACTION OF 4. WWF SHALL BE 6X610/10 CONFORMING TO ASTM 185 LIMITATIONS OF 2020 NYS RC R502,8.FOR ENGINEERED WOOD PRODUCTS,FOLLOW FLOORS,WALLS AND ROOF ACTING TOGETHER.PROVIDE ALL GUYS,BRACES,STRUTS,ETC. 9. PROVIDE PHOTOGRAPHS OR VIDEOTAPE,SUFFICIENTLY DETAILED,OF EXISTING CONDITIONS MANUFACTURER'S SPECIFICATIONS. REQUIRED TO ACCOMMODATE ALL LIVE,DEAD,AND WIND LOADS UNTIL FINAL CONNECTIONS OF ADJOINING CONSTRUCTION AND SITE IMPROVEMENTS THAT MIGHT BE MISCONSTRUED AS 5. NO COLD JOINTS IN CONCRETE.ADEQUATELY VIBRATE TO PREVENT AIR POCKETS AND BETWEEN THESE ELEMENTS ARE MADE. DAMAGE CAUSED BY SELECTIVE DEMOLITION OPERATIONS. HONEYCOMB EFFECT. 16. DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC R602.6. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE MIDDLE ONE THIRD OF GENERAL NOTES TO CONTRACTOR 10. DISPOSAL:PROMPTLY DISPOSE OF DEMOLISHED MATERIALS.DO NOT ALLOW DEMOLISHED 6. DO NOT POUR CONCRETE SUBJECT TO FREEZING CONDITIONS. THE STUD LENGTH.NOTCHES IN THE OUTER THIRDS OF THE STUD LENGTH SHALL NOT EXCEED MATERIALS TO ACCUMULATE ON-SITE. 25%OF THE STUD DEPTH.BORED HOLES SHALL NOT EXCEED 40%OF THE STUD DEPTH AND 1. IF THE ARCHITECT IS NOT EMPLOYED BY OWNER TO PROVIDE REGULAR CONSTRUCTION 7. CONCRETE IN CERTAIN LOCATIONS MUST BE AIR-ENTRAINED WITHI AN AIR CONTENT OF 5% THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/8"TO THE EDGE OF THE STUD. PHASE SERVICE,INTERPRETATION OF THE CONTRACT DOCUMENTS SHALL BE BY THE OWNER. 11. DO NOT BURN DEMOLISHED MATERIALS. AND MEET MINIMUM COMPRESSIVE STRENGTHS AS SPECIFIED IN TABLE R4022 MINIMUM NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS SECTION. IN THE ABSENCE OF THE ARCHITECT,ALL QUESTIONS SHALL BE DIRECTED TO THE OWNER. SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 12. TRANSPORT DEMOLISHED MATERIALS OFF OWNER'S PROPERTY AND LEGALLY DISPOSE OF TYPE OR LOCATION OF CONCRETE MINIMUM SPECIFIED COMPRESSIVE 17. CUTTING,DRILLING,AND NOTCHING OF STRUCTURAL ROOF MEMBERS SHALL COMPLY WITH _ THEM. CONSTRUCTION STRENGTH IN SEVERE WEATHERING ZONE THE LIMITATIONS OF 2020 NYS RC R802.1. U d f� 2. PRIOR TO SUBMITTING A PRICE PROPOSAL FOR THIS WORK,CONTRACTOR SHALL EXAMINE BASEMENT WALLS,FOUNDATIONS AND OTHER 2500 R`� C THE CONTRACT DOCUMENTS AND BECOME ACQUAINTED WITH All GOVERNING CODES, \�'� GLNo �,q��T 13. SWEEP THE BUILDING BROOM CLEAN ON COMPLETION OF SELECTIVE DEMOLITION OPERATION. CONCRETE NOT EXPOSED TO THE WEATHER 18. HEADERS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC 602.7. � ORDINANCES AND CONDITIONS OF THE WORK.NO EXTRAS OR CHANGE ORDERS WILL BE t� o �,, C� ALLOWED DUE TO FAILURE TO UNEERSTAND THE CONDITIONS INVOLVED. BASEMENT SLABS AND INTERIOR SLABS ON 2,500 14. IDENTIFY AND ACCURATELY LOCATE CAPPED UTILITIES AND OTHER SUBSURFACE GRADE,EXCEPT GARAGE FLOOR SLABS 19. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS. f` STRUCTURAL,ELECTRICAL,OR MECHANICAL CONDITIONS. BASEMENT WALLS,FOUNDATION WALLS, 3,000 3. PRIOR THE START OF CONSTRUCTION,CONTRACTOR SHALL VERIFY All EXISTING CONTRACTOR SHALL NOTIFY EXTERIOR WALLS AND OTHER VERTICAL 20. ALL STUDS � 041�14 JOIST AND RAFTERS SHALL HAVE FULL BEARING AT PLATES.BEARING SHALL NOT O UTILITIES,EXISTING CONDITIONS,AND EXISTING DIMENSIONS 15. REGULATORY REQUIREMENTS:COMPLY WITH GOVERNING EPA NOTIFICATION REGULATIONS CONCRETE WORK EXPOSED TO THE WEATHER BE LESS THAN 31/2". Sj, ARCHITECT OF ANY CONDITIONS DIFFERING FROM THOSE INDICATED ON DRAWINGS. BEFORE STARTING SELECTIVE DEMOLITION.COMPLY WITH HAULING AND DISPOSAL qr£OF' 1 PORCHES,CARPORT SLABS AND STEPS 3,500 4. CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN PLANS AND DETAILS TO THE OWNER OR REGULATIONS OF AUTHORITIES HAVING JURISDICTION. EXPOSED TO THE WEATHER,AND GARAGE 21. PROVIDE SOLID ROOF DIAPHRAGM BRACING AT PANEL EDGES PERPENDICULAR TO FLOOR ARCHITECT AT ONCE.DEMOLITION OR EXCAVATION MAY REVEAL CONDITIONS OTHER THAN FLOOR SLABS FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING,SPACED A MAXIMUM OF 4'-O"O.C. 16. DRAIN,PURGE,OR OTHERWISE REMOVE,COLLECT,AND DISPOSE OF CHEMICALS,GASSES, THOSE ASSUMED ON THE CONSTRUCTION DOCUMENTS.IT IS THE RESPONSIBILITY OF THE EXPLOSIVES,ACIDS,FLAMMABLES,OR OTHER DANGEROUS MATERIALS BEFORE PROCEEDING a. STRENGTH AT 28 DAYS PSI 22. FOR RENOVATIONS,EXPOSE EXISTING FRAMING(IF ANY)AND NOTIFY ARCHITECT PRIOR TO GENERAL CONTRACTOR TO NOTIFY THE ARCHITECT OR OWNER IMMEDIATELY IF THIS OCCURS.NO WITH SELECTIVE DEMOLITION OPERATIONS.PERFORM NECESSARY ASBESTOS REMOVAL PER INSTALLATION OF NEW CHANGES OR SUBSTITUTIONS MAY BE MADE UNLESS APPROVED BY THE ARCHITECT. CODE. MASONRY ANY EXISTING STRUCTURAL^STR SS OR MOISTURE DAMAGE. NOTES INTENT AND CALL OUT NOTES 5. DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. 1. BRACE ALL WALLS UNTIL SECURELY TIED TO THE STRUCTURE. 11. PERFORM SURVEYS AS THE WORK PROGRESSES TO DETECT HAZARDS RESULTING FROM 23. ALL FRAMING LUMBER TO BE HEM FIR#2 OR BETTER,UNLESS NOTED OTHERWISE.NEW 6. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES AND EXISTING CONDITIONS.NOTIFY SELECTIVE DEMOLITION ACTIVITIES. 2. MASONRY UNITS SHALL BE STANDARD HOLLOW CORE UNITS STUDS AND PLATES TO BE SPF STUD GRADE OR BETTER.JOISTS AND RAFTERS SHALL BE ARCHITECT OF EXISTING CONDITIONS DIFFERING FROM THOSE INDICATED ON DRAWINGS. 18. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM 3. HORIZONTAL REINFORCING SHALL BE STANDARD DUR-O-WALL VERTICAL REINFORCING STRESS GRADED 7. ALL INSTALLATIONS BY CONTRACTOR,UNLESS OTHERWISE NOTED(U.O.N.).CONTRACTOR AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. SHALL BE ASTM SPEC A-615 24. PROVIDE PRESSURE TREATED FRAMING LUMBER(ACQ)WHEN IN CONTACT WITH CONCRETE SHALL COORDINATE THE WORK OF ALL TRADES. WALLS,SLABS,OR MASONRY. SCALE: AS NOTED 19. UTILITY REQUIREMENTS:LOCATE,IDENTIFY,SHUT OFF,DISCONNECT,AND SEAL OR CAP OFF 4. GROUT SHALL BE OF FLUID CONSISTENCY AND MIXED IN THE RATIO BY VOLUME OF ONE PART B. NO CHANGES OR SUBSTITUTIONS WAY BE MADE UNLESS APPROVED BY THE ARCHITECT. INDICATED UTILITY SERVICES SERVING BUILDING TO BE SELECTIVELY DEMOLISHED AS CEMENT,THREE PARTS SAND AND 2 PARTS PEA GRAVEL. 25. ALL FASTENERS,STRAPS,AND HANGERS USED IN FRAMING SHALL BE HOT DIPPED REQUIRED. GALVANIZED.VERIFY THAT GALVANIZATION AND COATINGS FOR FASTENERS,STRAPS,AND MR COPYRIGHT© OWNERSHIP AND USE OF DOCUMENTS: ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF NO WORK TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE DRAWINGS SUBMITTED FOR ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO AD I U NTI LL BUILDING PERMIT IS DESIGN PROFESSIONAL,STATE THAT TO THE BEST T, HE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR BUILDING PERMIT KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN RECEIVED 2017 NYSECCC WITH THE 22017 NYSECCC SUPPLEMENT. WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT, AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM C R D, c: HANGERS ARE SUITABLE FOR USE WITH SURROUNDING MATERIALS.USE COMPATIBLE METALS SYSTEMS GENERAL SPRINKLER SYSTEM.R313.2.1 DESIGN AND INSTALLATION.AUTOMATIC RESIDENTIAL FIRE UNLESS"A WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM IS INSTALLED IN ACCORDANCE WHEN APPLICABLE. SPRINKLER SYSTEMS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH SECTION WITH SECTION M1507." APPLIANCES, EQUIPMENT,AND BUILT-INS 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 NYS RC INTERNATIONAL CODES P2904 OR NFPA 13B." 26. PER 2020 NYS RC R602.3.2,END JOINTS IN DOUBLE TOP PLATES SHALL BE OFFSET NOT LESS (INCLUDING THE 2015 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE(IECC)) 4. THE FRESH AIR VENTILATION SYSTEM MUST INCLUDE A DAMPER AND FILTERS AS REQUIRED. 1. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS TO INSTALL EQUIPMENT SHOWN, THAN 24 INCHES. AND ANY MORE STRINGENT ENERGY EFFICIENCY PROGRAMS OR REQUIREMENTS OF THE MOISTURE PROTECTION FILTERS MUST BE ACCESSIBLE FROM THE CONDITIONED SPACE. NOTED AND SPECIFIED IN THESE DOCUMENTS. AUTHORITY HAVING JURISDICTION. 27. PER 2020 NYS RC R602.3.3,JOISTS,TRUSSES,OR RAFTERS SPACED MORE THAN 16 INCHES 1. ALL FLASHING TO BE 24 GAUGE.METAL GALVANIZED OR PAINTED ACCORDING TO SCHEDULE. 5. FRESH AIR INTAKES MUST BE INSTALLED AT LEAST 18"ABOVE FINISHED GRADE OR 12" 2. VERIFY THAT SELECTED APPLIANCES ARE"GREENSPEC"AND/OR ENERGY STAR RATED AND O.C.SHALL.BEAR WITHIN 5 INCHES OF THE STUDS BENEATH UNLESS 2. ADDITIONS,ALTERATIONS OR RENOVATIONS SHALL COMPLY WITH 2O20 IECC.UNALTERED GRAVEL STOPS AND BEAM CAPS TO BE 22 GAUGE. ABOVE THE ROOF DECK.THEY MUST ALSO BE AT LEAST 10 FROM PLUMBING VENTS, SHALL COMPLY WITH TIER 2 REQUIREMENTS(MIN.)OF THE CONSORTIUM OF ENERGY PORTIONS OF THE EXISTING BUILDING ARE NOT REQUIRED TO COMPLY WITH THIS CODE. CHIMNEYS,COMBUSTION APPLIANCE VENTS,DRYER VENT TERMINATIONS,AND EXHAUST FAN EFFICIENCY(CEE). a. THE TOP PLATES ARE(2)2 INCH X 6 INCH OR(2)3 INCH X 4 INCH MEMBERS 2. ASPHALT SATURATED FELT OF 14 POUNDS PER 100 SQUARE FEET IS TO BE APPLIED PER 2020 TERMINATIONS. b. A THIRRD TOP PLATE IS INSTALLED 3. ALL HVAC,ELECTRICAL&PLUMBING SYSTEMS SHALL MEET THE 2015 IRC CHAPTER 11 NYS RC R703.2:HORIZONTALLY WITH THE UPPER LAYER LAPPED OVER THE LOWER A 3. PER NYS RC P2801.6,WATER HEATERS NOT INSTALLED ON SLAB SHALL BE INSTALLED IN A c. SOLID BLOCKING EQUAL IN SIZE TO THE STUDS IS INSTALLED TO REINFORCE THE DOUBLE (ENERGY EFFICIENCY),INTERNATIONAL MECHANICAL CODE,AND THE INTERNATIONAL ENERGY MINIMUM OF 2 INCHES AND WHERE JOINTS OCCUR,FELT SHOULD BE LAPPED NOT LESS THAN 6. SOLID METAL,FLEXIBLE METAL,OR LINED,INSULATED FLEXIBLE DUCT MAY BE USED.ALL GALVANIZED STEEL PAN HAVING A MINIMUM THICKNESS OF 24-GAUGE AND 1 1/2"DEEP AND TOP PLATE. CONSERVATION CODE. 6 INCHES. VENTILATION DUCTS IN UNCONDITIONED SPACES MUST BE INSULATED. PROVIDED WITH A DRAIN LINE. 4. ALL SYSTEMS ARE TO BE DESIGNED,SPECIFIED,AND INSTALLED BY THE CONTRACTOR. 3. FOUNDATION TO BE WATERPROOFED WITH THUROSEAL OR APPROVED EQUAL SEALANT. 1. PROVIDE CUT SHEET FOR ALL REGISTER COVERS,THERMOSTAT CONTROLS,AND GRILLES FOR 4. PROVIDE SHOP DRAWINGS FOR ALL CABINETS AND BUILT-IN FURNITURE.SPECIFY NO 16 MIDTOWN RY c2020 CONTRACTOR SHALL VERIFY DESIGN WITH OWNER AND ARCHITECT.PROVIDE ARCHITECT PROVIDE PROPER SEALANTS FOR EACH APPLICATION.IF SEALANT TYPE IS NOT INDICATED OR ARCHITECT REVIEW.INDICATE,SIZE,FINISH,AND PROPOSED LOCATION. FORMALDEHYDE. (631)E PLACE NY 1-332 30211514 SHEATHING AND UNDERLAYMENTS WITH MARKED UP DRAWING SHOWING LOCATIONS OF ALL PROPOSED REGISTERS AND DUCT OBVIOUS,VERIFY TYPE WITH ARCHITECT PRIOR TO APPLICATION. DM @ARCHITECTSM AD.COM RUNS. B. DUCTS,PLENUMS,AND FITTINGS SHOULD BE CONSTRUCTED OF GALVANIZED METAL,DUCT 5. INDOOR RECYCLE BINS:PROVIDE/VERIFY ROLLOUTS OR REVOLVING BINS TO SEPARATE 1. PROVIDE APA-RATED COX ROOF SHEATHING,EXTERIOR WALL SHEATHING,AND FLOOR BOARD,OR FLEXIBLE DUCT.BUILDING CAVITIES MAY NOT BE USED AS A DUCT OR PLENUM TRAYS INTO A MINIMUM OF TWO SEPARATE CONTAINERS BUILT INTO KITCHEN CABINETRY. SHEATHING.SHEATHING AT EXTERIOR SHALL BE IN ACCORDANCE WITH 2O20 NYS RC 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MODIFICATION OF EXISTING HVAC AS HVAC WITHOUT A SEALED DUCT BOARD OR METAL LINER. SECTION R103. REQUIRED FOR NEW CONSTRUCTION AND FOR DESIGN OF NEW SYSTEM. 6. OUTDOOR RECYCLE BINS:PROVIDE CONTAINMENT AREA FOR(4)-30GAL TRASH CONTAINERS 1. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE 2020 NYS RC AND 2020 9. ACCA MANUAL DUCT DESIGN OR EQUIVALENT REQUIRED IN A DESIGNATED ENCLOSED AREA PROTECTED FROM TAMPERING BY ANIMALS. 2. NAIL SHEATHING TO FRAMING ACCORDING TO THE FASTENING SCHEDULE ON THE DRAWINGS. 6. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE IMC.PROPER SELECTION,SIZING,INSTALLATION AND MAINTENANCE OF RESIDENTIAL HVAC DESIGN,CALCULATIONS,DRAWINGS,WRITTEN STATEMENTS OF THE MECHANICAL,AIR SYSTEMS ARE MAJOR FACTORS IN OPTIMIZING ENERGY SAVINGS. ELECTRICAL 3. ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR GRADE,WITH EXTERIOR GLUE, CONDITIONING,VENTILATION,HEATING SYSTEMS(NEW,EXISTING OR UPGRADED)STAMPED METALS PROJECT SHALL MEET THE REQUIREMENTS FOR THE LATEST EDITION OF THE U.S.PRODUCTS BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR JURISDICTION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MODIFICATION OF EXISTING HVAC AS 1. LAYOUT AND MARK ALL ELECTRICAL DEVICES(LIGHT FIXTURES,SWITCHES,RECEPTACLES, STANDARDS PS-1,AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF REQUIRED FOR NEW CONSTRUCTION AND FOR DESIGN OF NEW SYSTEM.VERIFY DESIGN WITH ETC.)BEFORE SETTING ANY ELECTRICAL BOXES OR RUNNING OF ANY WIRING. GENERAL 1. SHOP DRAWINGS REQUIRED FOR ALL STRUCTURAL STEEL,RAILINGS AND STAIRS PIRIR THE AMERICAN PLYWOOD ASSOCIATION(APA). 7. PROVIDE CUT SHEET FOR ALL REGISTER COVERS,THERMOSTAT CONTROLS,AND GRILLES FOR OWNER AND ARCHITECT.PROVIDE ARCHITECT WITH MARKED UP[DRAWING SHOWING CONTRACTOR TO SCHEDULE WALK THROUGH AND REVIEW WITH OWNER,FOR OWNER'S RESIDENCE ARCHITECT REVIEW.INDICATE SIZE,FINISH,AND PROPOSED LOCATION. LOCATIONS OF ALL PROPOSED REGISTERS AND DUCT RUNS. APPROVAL,BEFORE PROCEEDING.WALK THROUGH TO INCLUDE LOCATING SPECIAL WIRING 2. STRUCTURAL STEEL SHALL CONFORM TO ASTM A50,EXCEPT FOR PIPE COLUMNS,WHICH 4. PLYWOOD SHEATHING TO RUN CONTINUOUS 12"MINIMUM PAST TOP AND BOTTOM PLATES INCLUDING,PHONE JACKS,DATA-CAT6,TV HOOK-UPS,AND STEREO AND ALARM WIRING. SHALL CONFORM TO ASTM A53. OF ALL EXTERIOR WALLS.IF PLYWOOD STOPS AT PLATE,THEN PROVIDE SIMPSON LSTA18 8. PROTECT DUCT OPENINGS DURING CONSTRUCTION UNTIL PROJECT COMPLETION.PREVENT 3. HVAC SYSTEM MUST PROVIDE A MEANS FOR BALANCING AIR AND WATER SYSTEMS. STRAPS AT 48"O.C.AND AT CORNERS,NAILED TO STUDS WITH 100 NAILS IN HOLES DUST AND CONSTRUCTION DEBRIS FROM ACCUMULATING IN DUCTS DURING CONSTRUCTION. CONTRACTOR TO BALANCE SYSTEM UPON COMPLETION OF PROJECT AND PROVIDE 2. PROVIDE ALL POWER AND LIGHTING CIRCUITS AS REQUIRED BY CODE AND PROVIDE AN 3. METAL DECKING SHALL BE 20 GAUGE U.O.N. PROVIDED.CENTER STRAPS ON PLYWOOD JOINT.USE LSTA30 STRAP IF PLYWOOD DOES NOT BALANCING REPORTS TO ARCHITECT. ACCURATE LABELED PANEL BOX(ES)AT COMPLETION OF PROJECT. 55 PINEWOOD ROAD OVERLAP 130TH THE TOP AND BOTTOM PLATES OF THE SAME LEVEL. THERMAL ENVELOPE 4. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL 3. CONTRACTOR TO BE RESPONSIBLE FOR ALL ELECTRICAL WORK.CONTRACTOR TO SUPPLY 4. HANDRAIL SUPPLIED BY GENERAL CONTRACTOR AND VERIFIED IN FIELD. CUTCHOGUE,NY 5. SUBFLOORING SHALL BE INSTALLED)WITH FACE GRAIN DIAGONAL ACROSS SUPPORTS:BREAK 1. COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE IN THE SPACE WHERE THE FURNACE IS LOCATED.CERTIFICATE SHALL COMPLY WITH IRC TEMPORARY DROP POLE FOR CONSTRUCTION,IF NECESSARY. 5. STEEL STAIR TO BE FIELD VERIFIED PRIOR TO FABRICATION. DATE: 02/2024 JOINTS IN ADJACENT COURSES.LOCATE END JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH WITH THE CRITERIA LISTED IN TABLE N1102.4.1.1.SEE WALL SCHEDULE FOR INSULATION N1101.14. PROJECT NO. 3523007 OR SLIGHTLY BELOW SURFACE.UNDERLAYMENT,WHERE REQUIRED,SHALL BE SIMILARLY VALUES AND TYPES.WHERE REQUIRED BY CODE OFFICIAL,AN APPROVED THIRD PARTY SHALL 4. G.F.I.CIRCUITS TO BE USED IN BATHROOMS AND KITCHEN AND OTHER LOCATIONS REQUIRED REVISION DATE INSTALLED. INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. 5. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE BY GOVERNING CODES OR AS INDICATED ON ELECTRICAL PLAN. INTERIOR FINISHES 1 SUBMIT FOR BUILDING PERMIT 02/2024 HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTION Nll03 CONTROL SYSTEMS. 2 6. ROOF SHEATHING SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS.LOCATE 2. ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN THERMOSTATS SHOULD BE CAPABLE OF AUTOMATICALLY ADJUSTING THE SPACE 5. PROVIDE LINE VOLTAGE SMOKE DETECTORS AS REQUIRED BY CODE. 1. INTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC SECTION R702. 3 END JOINTS OVER SUPPORTS.STAGGER JOINTS.PROVIDE METAL H CLIP AT JOINTS AT SIDES ACCORDANCE WITH TABLE N1102.4.1.1..APPLY A FRESH BEAD OF CAULK TO THE TOP AND TEMPERATURE SET POINT OF THE LARGEST ZONE. SEE WALL SCHEDULE OR DRAWINGS FOR GYPSUM TYPES. 4 OF PANEL";WHEN SPACING OF SUPPORTS IS 24"O.C.AND ROOF SHEATHING IS LESS THAN BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALLBOARD. 6. TYPICAL SWITCH LOCATION T-O"FROM OPENING WHEREVER POSSIBLE,TYPICAL SWITCH 5 5/8"THICK. 6. EACH THERMOSTAT SHOULD BE AT 60"A.F.F.TO CENTER. HEIGHTS AT 48"TO CENTER UNLESS NOTED OTHERWISE.COLOR:SELECTED BY ARCHITECT. 2. HIGH-IMPACT GYPSUM BOARD SHALL BE MANUFACTURED BY NATIONAL GYPSUM. s 3. TESTING:BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS THAN TYPE:LEVITON DESIGNER SERIES.VERIFY AREAS TO BE DIMMED. HIGH-IMPACT XP MOLD-RESISTANT GYPSUM BOARD SHALL BE NATIONAL XP GYPSUM BOARD 7. UNDERLAYMENT FOR FLOORING: OR EQUAL TO 3 ACH50 IN CZ 4A,5,6A.TESTING SHALL BE CONDUCTED BY AN APPROVED 1. PERFORMANCE REQUIREMENTS OR GEORGIA PACIFIC DENS ARMOR PLUS PAPERLESS WALLBOARD. a. ALL FLOORING TO BE COVERED WITH CARPET SHALL HAVE(1)LAYER OF 3/4" THIRD PARTY. 7. TYPICAL DUPLEX POWER OUTLETS HEIGHTS AT 12"A.F.F.TO CENTER UNLESS OTHERWISE 1.NOTES: HE CONTRACTOR SHALL VERIFY ALL UNDERLAYMENT BOARD OR OTHER APPROVED EQUAL,OVER SUBFLOOR. a. HEATING MODE:SYSTEM MUST BE CAPABLE OF MAINTAINING 72°F WHEN OUTSIDE AIR NOTED ON THE DRAWINGS. 3. FIRE RESISTANT GYPSUM BOARD SHALL BE 5/8"TYPE XP. EXIST NG AND PROPOSED CONDITIONS ON SHEATHING THICKNESS 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL IS-5°F.(NOTE MINIMUM PER 2015 IRC R303.10:TO MAINTAIN 68°F AT 36"ABOVE THE CONSTRUCTION DOCUMENTS WITH SHEATHING WITH FRAMING SUPPORT MINIMUM SHEATHING PANEL THICKNESS EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. FLOOR AND 24"FROM EXTERIOR WALL) B. THERMOSTAT AND SPECIAL CONTROL DEVICES HEIGHTS AT 60"TO CENTER. 4. SCREW ATTACH ALL GYPSUM BOARD WITH SCREWS APPROVED FOR THE APPLICATION. THOSE AT THE SITE.ANY DISCREPANCIES FOR OF b. COOLING MODE:SYSTEM MUST BE CAPABLE OF MAINTAINING 75'WHEN OUTSIDE AIR MUST BE BROUGHT TO THE ATTENTION OF SUBFLOOR 16"O.C. 5/8" 5. FIBERGLASS BATT INSULATION SHALL BE MANUFACTURED BY OWENS CORNING,JOHNS IS 100°F. 9. TELEPHONE-PROVIDE 4 PAIR WIRING TO EACH JACK LOCATION,HOME RUN TO PHONE PANEL. 5. USE LOW-VOC JOINT COMPOUND:MURCO,M-100 JOINT COMPOUND,OR APPROVED EQUAL. THE ARCHITECT PRIIEOR TO COMMENCING CONTRACTOR SHALL 24"O.C. 3/4" MANVILLE OR APPROVED EQUAL.THERMAL AND ACOUSTICAL INSULATION IS TO BE (LOCATION TO BE DETERMINED WITH OWNER)FOR CONNECTION TO TELEPHONE COMPANY CONSTRUCBE RESPONSIBLE FOR DISCREPANCIES ROOF 16"O.C. E IES FORMALDEHYDE A 1/2" FRMALDEHYD FR . 8. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. SERVICE. 6. CERAMIC TILE AS SELECTED BY THE ARCHITECT. NOT REPORTED THE ARCHITECT IES ONCE 24'D.C. 5/8" WORK HAS COMMENCED,EXCEPT FOR WALL 24" 5/8" 6. RIGID INSULATION SHALL BE RATED FOR GROUND CONTACT. 9. EQUIPMENT SIZING:PER ACCA MANUALS,BASED ON LOADS CALCULATED PER ACCA MANUAL 10. THE ELECTRICAL DRAWINGS SHOW SPECIAL SWITCHING,POWER AND LIGHTING ONLY. 7. TILE BACKING SHALL BE DENS SHIELD.DO NOT USE"GREENBOARD"FOR TILE.USE LOW-VOC HIDDEN CONDITIONS WHERE APPLICABLE. b. FLOORS TO BE COVERED WITH OAK FLOORING,GRANITE(STONE?)OR CERAMIC TILE 1 AS PROVIDED BY A THIRD PARTY HERS RATER. MINIMUM ELECTRICAL PROVISIONS REQUIRED BY CODE AND REGULATION SHALL BE BY THE TILE ADHESIVE MANUFACTURED BY AMF,"SAFECOAT-3 IN 1",BOSTIK FINLOLEY D-5 7. SPRAY FOAM INSULATION(ICYNENE)INSTALLED BY AN ICYNENE INC.CERTIFIED CONTRACTOR.VERIFY LOCATION OF SWITCHES AND RECEPTACLES WITH OWNER PRIOR TO PREMIUM OR D-40 DURAFLEX THIN SET. 2.PROVIDE WOOD BLOCKING IN WALL SHALL HAVE 1 LAYER OF 23/32 SUBFLOORING. CONTRACTOR/INSTALLER.CONFORM TO ALL MANUFACTURER'S SPECIFICATIONS FOR 10. DUCT INSULATION:SUPPLY AND RETURN DUCTS IN UNCONDITIONED ATTICS OR OUTSIDE INSTALLATION.TELEPHONE,DATA,AND CABLE TV OUTLETS SHALL BE ADJUSTED AS DIRECTED FRAMING FOR ALL ACCESSORIES INSTALLATION OF SPRAY FOAM PRODUCTS. SHALL BE INSULATED TO A MINIMUM OF R-8 @ DUCTS 3"OR GREATER IN DIAMETER,AND R-6 BY OWNER,BUT MUST COMPLY WITH ALL CODES. B. WOOD FLOORING AS INDICATED ON THE DRAWINGS AND SCHEDULES.SEE NOTES AND FINISH INCLUDING BUT NOT LIMITED TO:TOWEL 8. GYPSUM WALL COVERING SHALL BE INSTALLED PER 2015 IRC R702 AND SHALL BARS,TOILET PAPER HOLDERS,SHELVING a. BE INSTALLED OVER 2"NOMINAL WOOD FRAMING OR 1X2 FURRING STRIPS @ 24 @DUCTS LESS THAN 3"IN DIAMETER. SCHEDULE. ATTACHMENT,ROBE HOOKS,GRAB BARS, INCHES O.C.MAXIMUM. COMBUSTION SAFETY AND FIRE RESISTANCE 11. DECORATIVE LIGHTING FIXTURE SELECTIONS(NOT SHOWN ON LIGHTING SCHEDULE)SHALL BE ETC. b. BE PREVENTED FROM EXPOSURE TO WEATHER 11. DUCT SEALING:DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. BY OWNER. INSTALLATION SHALL BE BY CONTRACTOR.SEE ELECTRICAL DRAWINGS. 9. CARPET BACKING/CUSHION SHALL BE NATURAL FIBER OF 100%RECYCLED FIBER CONTENT 1. ANY GAS APPLIANCE,OTHER THAN OVENS,LOCATED INSIDE THE CONDITIONED SPACE MUST MANUFACTURED BY RELIANCE,LEGGET&PLATT OR SHAW CONTRACT GROUP.SEE NOTES AND 3.NO WORK TO COMMENCE UNTIL A c. BE I 12ACHED D.C.WOOD FRAME WITH TYPE S OR W SCREWS PENETRATING WOOD NAILING BE DIRECT VENT OR POWER VENTED. 12. ALL DUCT JOINTS,SEAMS,AND CONNECTIONS MUST BE SECURELY'FASTENED WITH WELDS, 12. LIGHTING:A MINIMUM OF 75%OF PERMANENTLY INSTALLED FIXTURES MUST HAVE FINISH SCHEDULE. BUILDING PERMIT IS ISSUES. MINIMUM,12"O MINIMUM FOR CEILING AND 16"O.C.MINIMUM FOR WALLS.NAILING GASKETS,MASTICS(ADHESIVES),MASTIC-PLUS-EMBEDDED-FABRIC,OR TAPES.DUCT TAPE IS HIGH-EFFICACY LAMPS. 4.TO FRAME TO BE 7"O.C.AT CEILING AND 8"O.C.AT WALLS. 2. IN ACCORDANCE WITH2O20 NYS RC SECTION R314,INTERCONNECTED SMOKE ALARMS SHALL NOT PERMITTED.EXCEPTION:CONTINUOUSLY WELDED AND LOCKING-TYPE LONGITUDINAL 10. USE ONLY ZERO OR LOW-VOC FLOORING ADHESIVES BY CHICAGO ADHESIVE PRODUCT IN THESE PLANS COMPLY WITH THENArIONAL ENERGY CONSERVA 2020 TION BE INSTALLED IN EACH DWELLING UNIT: JOINTS AND SEAMS ON DUCTS OPERATING AT LESS THAN 2 IN.W.G.(500 PA).DUCTS SHALL 13. PER 2020 NYS RC R303,"HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF COMPANY,JOHNSONIE,OR SINAN CO 360 ALL-PURPOSE ADHESIVE. CODER. 28 a. IN EACH SLEEPING ROOM BE SUPPORTED EVERY 10 FEET OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS..."EXCEPT"...THE GLAZED b. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE INSTRUCTIONS.COOLING DUCTS WITH EXTERIOR INSULATION MUST BE COVERED WITH A AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION 1 IS SATISFIED AND ARTIFICIAL 11. INTERIOR PAINT SHALL BE LOW-VOC LATEX BY AMF,SHERWIN WILLIAMS,BENJAMIN MOORE, BEDROOMS. VAPOR RETARDER. LIGHT IS PROVIDED THAT IS CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 DURON OR APPROVED EQUAL. c. ON EACH ADDITIONAL STORY OF THE DWELLING INCLUDING BASEMENTS AND FOOTCANDLES(65 LUX)OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE HABITABLE ATTICS. 13. ALL JOINTS IN THE AIR DISTRIBUTION SYSTEM SHALL BE SEALED WITH DUCT MASTIC AND THE FLOOR LEVEL. 12. SELECTION OF PAINT COLORS SHALL BE BY OWNER/ARCHITECT.ALLOW FOR UP TO 4 d. NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OF A BATHROOM THAT FIBERGLASS MESH OR AN ADVANCED ENERGY-APPROVED EQUIVALENT. DIFFERENT COLORS IN THE PROJECT BEFORE UPCHARGES APPLY. CONTAINS A BATHTUB OR SHOWER. PLUMBING 14. TOTAL DUCT LEAKAGE MEASURED IN CUBIC FEET PER MINUTE AT 25 PA SHALL BE LESS THAN 13. INTERIOR WOOD STAIN SHALL BE LOW-VOC TUNG OIL OR STAIN MANUFACTURED BY AMF, 3. IN ACCORDANCE WITH 2O20 NYS RC SECTION R315,ONE HARD-WIRED CARBON MONOXIDE 3%OF THE CONDITIONED FLOOR AREA.(I.E.IF THE HOUSE HAS 1000 FEET 2OF CONDITIONED 1. PROVIDE AND INSTALL ALL PLUMBING FIXTURES AND FITTINGS SHOWN ON THE PLUMBING OSMO,WATER-BASE URETHANE,NATURAL VEGETABLE OR NUT OILS OR BEESWAX. (CO)DETECTOR SHALL BE INSTALLED PER 1000 FEET 2OF LIVING SPACE(MINIMUM ONE PER SPACE,THERE SHALL BE NO MORE THAN 30 CFM OF DUCT LEAKAGE WHEN TESTED).TESTED SCHEDULE. FLOOR)IN ALL HOUSES WITH ANY COMBUSTION APPLIANCE OR ATTACHED GARAGE.THE AIRFLOW MUST BE WITHIN+/-10%OF THE DESIGNED AIRFLOW. 14. VANITY TOPS,ETC.TO BE SELECTED BY OWNER AND/OR INTERIOR DESIGNER. REQUIRED CO DETECTOR SHALL BE INSTALLED IN THE IMMEDIATE VICINITY OF BEDROOM(S) 2. HOT AND COLD WATER SUPPLY TO BE COPPER PIPING.INSULATE ALL COLD AND CIRCULATING ON THE LOWEST FLOOR LEVEL OF THE DWELLING UNIT CONTAINING BEDROOM(S). 15. DUCT TESTING:DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN DOMESTIC HOT WATER SUPPLY PIPING WITH FOAM TYPE JACKET INSULATION. EXTERIOR MATERIALS AND FINISHES APPROVED THIRD PARTY. 4. IN ACCORDANCE WITH 2O20 NYS RC SECTION R315,WHERE ALTERATIONS,REPAIRS,OR 3. PEX PIPING IS AN ACCEPTABLE ALTERNATE 1. EXTERIOR WALL COVERINGS SHALL BE IN ACCORDANCE WITH 2O20 NYS RC SECTION R703. ADDITIONS REQUIRING A PERMIT OCCUR,OR WHERE ONE OR MORE SLEEPING ROOMS ARE 16. MECHANICAL SYSTEM INSULATION:PIPING CARRYING FLUIDS>105°F OR<55°F DEGREES ADDED OR CREATED IN EXISTING DWELLINGS,THE INDIVIDUAL DWELLING UNIT SHALL BE SHALL BE INSULATED WITH R-3 MINIMUM. 4. WASTE LINES IN WALLS BETWEEN FLOORS,AND WITHIN CEILING AND FLOOR FRAMING SHALL 2. FOR INSTALLATION OF EXTERIOR PLASTER(STUCCO),CORROSION RESISTANT LATH IS TO BE EQUIPPED WITH CARBON MONOXIDE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS. BE CAST IRON OTHER WASTE LINES MAY BE CAST IRON OR PVC.ALWAYS CONSIDER AND ATTACHED WITH 11-GAUGE,11/2 INCH LONG,7/16 INCH HEAD NAILS OR 7/8 INCH LONG, 17. HEAT PUMPS AND AIR CONDITIONERS,IF USED,MUST BE SIZED ACCORDING TO ACCA CONTROL WASTE PIPING NOISE. 16-GAUGE STAPLES AT 6 INCHES O.C.MAXIMUM.THREE COATS OF PLASTER ARE TO BE 5. FIREBLOCK USING 3M OR SIMILAR FIRE BARRIERS AT ALL CONCEALED DRAFT OPENINGS MANUAL J AND BE INSTALLED WITHIN A HALF TON OF THAT SIZE. APPLIED OVER LATH OR 2 COATS OVER MASONRY WALL. SEE 2015 IRC TABLE R702.1(1)AND (VERTICAL AND HORIZONTAL)BETWEEN STORIES AND TOP STORY OPEN TO ATTIC SPACE.ANY 5. VENT PIPING MAY BE PVC PAINT EXTERIOR ROOF VENT STACKS FLAT BLACK USE NEOPRENE (3)FOR THICKNESS AND MIX REQUIREMENTS. WOODBATTS OR BLANKETS TO BE SECURELY RETAINED IN PLACE TO CONFORM WITH 2O15 18. HEAT PUMPS AND AIR CONDITIONERS MUST HAVE A SEER RATING OF AT LEAST 14 AND A FLASHING COLLARS. IRC R302.11. HEATING SEASON PERFORMANCE FACTOR OF AT LEAST 8.2. 3. EXTERIOR VINYL SIDING IS TO HAVE A MINIMUM THICKNESS OF 0.035 INCHES AND IS TO BE 6. ALL SOLDER CONNECTIONS TO BE MADE WITH LEAD FREE SOLDER. PROVIDE AFFIDAVIT FROM INSTALLED WITH LAP JOINTS AND 0.120 INCH X 11/2 INCH LONG NAILS OR 13/4 INCH LONG _ 6. PER 2020 NYS RC R302.12,IN COMBUSTIBLE CONSTRUCTION,DRAFTSTOPS OF 1/2"GYPSUM 19. HEATING EQUIPMENT SHALL BE GAS OR OIL FIRED HIGH-EFFICIENGY APPROVED BY THE PLUMBER CERTIFYING LEAD FREE SOLDER HAS BEEN USED IN ACCORDANCE WITH ALL LOCAL STAPLES EACH STUD. RAG ARC BOARD OR 3/8"WOOD STRUCTURAL PANELS SHALL BE INSTALLED PARALLEL TO THE FLOOR ARCHITECT. REGULATIONS. FRAMING MEMBERS IN THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY WHERE THE 4. MASONRY VENEERS o�,t Ho �,42'y���� CEILING IS SUSPENDED UNDER THE FLOOR FRAMING OR FLOOR FRAMING IS CONSTRUCTED 20. DOMESTIC HOT WATER STORAGE,IF APPLICABLE,SHALL BE INDEPENDENT STORAGE FOR HOT A. PROVIDE ALL REQUIRED ANGLE STOPS,ESCUTCHEON PLATES,RISERS,ETC.TO COMPLETE OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. THE AREA OF THE CONCEALED SPACE WATER HEATED BY THE MAIN BOILER.I.E.SUPER-STOR,OR APPROVED EQUAL. INSTALLATION OF PLUMBING FIXTURES AND FITTINGS. CONTRACTOR TO COORDINATE WITH a. BRICK AND STONE HAVING AN INSTALLED WEIGHT OF LESS THAN 40 POUNDS SHALL NOT EXCEED 1,00 SQUARE FEET. OWNER/ARCHITECT FOR FINISHES AND INSTALLATION. SEE SCHEDULE FOR FIXTURE TYPE PER SQUARE FOOT SHALL BE PERMITTED TO BE SUPPORTED ON WOOD => � 21. ALL ELECTRICAL WIRING SHALL BE INSTALLED BY A LICENSED ELECTRICAL CONTRACTOR. AND LOCATION. �� o� 7. PER 2020 NYS RC R302.13,PROVIDE FLOOR ASSEMBLIES WITH /2"GYPSUM WALLBOARD AT 5. EXTERIOR PAINT SHALL BE MANUFACTURED BY AMF SAFECOAT,BEST PAINT INC-DURACRYL, �,9 -1 UNDERSIDE. 22. REMOVE ANY EXISTING EQUIPMENT RESPONSIBLY. 7. PLUMBER TO VERIFY SIZES AND CAPACITIES OF ALL PIPING FOR INTENDED USE. COHALAN CO.KEIM SILICATE PAINT. l£OF N B. OPENINGS THROUGH WALLS SEPARATING THE DWELLING FROM THE GARAGE SHALL VENTILATION 8. PROVIDE ALL REQUIRED TRAPS,CLEANOUTS,AND VENTS FOR INTENDED USE. VERIFY 6. EXTERIOR STAINS BY AMF SAFECOAT,ECO DESIGN/BOISHIELD PAINT CO.,FUHR-ZVOC CONFORM TO 2015 IRC R302.5.REQUIRED DOORS SHALL BE SOLID WOOD DOORS NOT LESS LOCATIONS AND CLEARANCES WITH CONTRACTOR TO INSURE COORDINATION OF EFFORTS WATERBASE,OR NATURESTAIN CO. THAN 13/8 INCHES IN THICKNESS,SOLID OR HONEYCOMB-CORE STEEL DOORS NOT LESS 1. EACH BATHROOM MUST HAVE AN EXHAUST FAN THAT EXHAUSTS AI MINIMUM OF 50 CUBIC WITH OTHER TRADES. GENERAL THAN 13/8 INCHES THICK,OR BE 20-MINUTE FIRE-RATED DOORS,EQUIPPED WITH A FEET PER MINUTE(CFM)DIRECTLY TO THE OUTSIDE. THIS IS THE MEASURED FLOW AS 7. EXTERIOR CLEAR FINISHES SHALL BE MANUFACTURED BY UNITED GILSONITE LABS-ZAR SELF-CLOSING DEVICE. INSTALLED,NOT THE RATED FLOW. 9. PROVIDE SHUT-OFF VALVES FOR BOTH HOT AND COLD WATER SUPPLIES AT ALL FIXTURES EXTERIOR POLYURETHANE,TIMBER UV WOOD FINISH. NOTES AND FITTINGS. 9. GARAGES SHALL BE SEPARATED FROM HABITABLE SPACES IN ACCORDANCE WITH 2O15 IRC 2. THERE MUST BE A MECHANICAL FRESH AIR VENTILATION SYSTEM THAT BRINGS THE R302.6.AT SEPARATING WALL,PROVIDE 5/8-INCH TYPE X GYPSUM BOARD ON GARAGE SIDE FOLLOWING AMOUNT OF FRESH AIR INTO THE HOME WHEN INSTALLED: (7.5 CFM)(NUMBER OF 10. PROVIDE LABELS FOR ALL PLUMBING VALVES EXCEPT UNDER-COUNTER SHUT OFF VALVES, AND 1/2"TYPE X GYPSUM BOARD ON HABITABLE SIDE.AT GARAGE CEILING,PROVIDE 5/8" BEDROOMS+1)+(.Ol CFM)(SQUARE FEET OF CONDITIONED SPACE:) HOSE BIBS AND OTHER OBVIOUS EXPOSED VALVES.EX,"MAIN WATER SUPPLY SHUT OFF." TYPE X GYPSUM BOARD. 3. PER 2015 IRC R303.1 HABITABLE ROOMS,"NATURAL VENTILATION'SHALL BE THROUGH 11. PROVIDE DRAIN DOWN VALVES FOR ALL OUTDOOR PLUMBING. 10. PER 2020 NYS RC R313.2,"AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE WINDOWS,SKYLIGHTS,DOORS,LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR SCALE: AS NOTED INSTALLED IN ONE-AND TWO-FAMILY DWELLINGS.EXCEPTION:AN AUTOMATIC RESIDENTIAL AIR.SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE 12. PROVIDE AND COORDINATE WITH OWNER,THE LOCATION OF EXTERIOR HOSE BIBS(MIN OF 2) FIRE SPRINKLER SYSTEM SHALL NOT BE REQUIRED FOR ADDITIONS OR ALTERATIONS TO READILY CONTROLLABLE BY THE BUILDING OCCUPANTS.THE OPERABLE AREA TO THE WHETHER SHOWN ON DRAWINGS OR NOT. EXISTING BUILDINGS THAT ARE NOT ALREADY PROVIDED WITH AN AUTOMATIC RESIDENTIAL OUTDOORS SHALL NOT BE LESS THAN 4 PERCENT OF THE FLOOR AREA BEING VENTILATED.." COPYRIGHT© OWNERSHIP AND USE OF DOCUMENTS: ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF NO WORK TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE DRAWINGS SUBMITTED FOR ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO U NTI LL BUILDING PERMIT IS DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT, MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY BUILDING PERMIT PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN RECEIVED 2017 NYSECCC WITH THE 22017 NYSECCC SUPPLEMENT. WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM SECOND FLOOR WOOD j^ Fasicwts Figure 3.10b Ridge Board and Ceiling Joist Detail STUDS @ 16"O.C. EGRESS GENERAL SAFETY AND FALL PREVENTION splits or t.11teTal staples) Ridge Board i"trn't*s • • Wrote a.la atuAs neaden ea Ared waR Openln�s 1. R305 MINIMUM CEILING HEIGHTS PER 2020 NYS RC: 4 _ a. 7'-0"IN All HABITABLE ROOMS `~ °�`''" Collared (Collar!Beam} ,� Sircnthing I -=-� ""• Ratter -� (Coasted In upper tfilM of b. W-8"'IN BASEMENT �1f 1ci5 I attic space)(see 3.2.6a) c. W-41°IN BASEMENT UNDER BEAMS,GIRDERS,DUCTS OR OTHER OBSTRUCTIONS Q 2. R 308 GLAZING IN HAZARDOUS LOCATIONS AS DETERMINED BY 2015 IRC R308.4 SHALL COMPLY WITH THE REQUIREMENTS OF 2020 NYS RC R308.3. �lrf�tx� framing i --�,. R, sass. sass . :.. i . 3. R310 AT LEAST ONE EMERGENCY ESCAPE AND RESCUE OPENING IS REQUIRED PER 2015 4X8 CDX PLYWOOD TO BE CENTERED OVE GROUND FLOOR WOOD � i i + Cetling Joist IRC SECTION 310 IN BASEMENTS,HABITABLE ATTICS,AND ALL SLEEPING ROOMS. RIM BOARD TYPICAL sruos @ 1s"D.C. ii parallel to a. OPENING AREA SHALL COMPLY WITH MINIMUM REQUIREMENTS OF 2020 NYS RC ? II ratters 11310.2.1: TYP. PLYWOOD SHEATHING i. THEY SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.1 SQUARE FEET, 1UMR NKh �w,R Rc.ms srws auoctR wRRW EXCEPT FOR OPENINGS AT GRADE FLOOR OR BELOW GRADE,WHICH SHALL HAVE Figure 3.2a Sill Plate Anchorage to Concrete Foundation Wall A NET CLEAR OPENING OF NOT LESS THAN 5 SQUARE FEET. rwIF,on ' s, SRN" ►«Kin ro="M NI a I`�"• Figure 3.8b Corner Stud Hold-down Detail ii. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES 0%tw b s.r ` oRw,i` 4 Studs iii. THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. o�. os. 8 MIDTOWN ROAD CE2020 • YAyi.1{!;p(R Anent#Bolt•and Wall Stud wed stud CAR)E PLACE NY 2111514 b. MAXIMUM SILL HEIGHT:44"A.F.F.(2020 NYS RC R310.2.2) c. WINDOW WELLS ALLOWING AN EMERGENCY ESCAPE AND RESCUE OPENING BELOW tl pule w•.n.n••..q•Iree aettoRB% ° settenl Plate (631)-332-3021 'I;wi rs..nc s�r Bob Anchor Bolt DM@ARCHITECTSr4hD.COM GRADE SHALL (2020 NYS RC R310.2.3) # ° ( '•�'- > (see d.r Jot a a,rs s) HORIZONTAL AREA OF NOT LESS THAN 9 SQUARE FEET. CS46 COILED LED STRAP - eor !a F oo�arst I. HAVE A Q CS-16 COILED STRAP tee.;Y,'tR1k � I � �EndWell , ,i17 ii. ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. c1s>SD NAILS • ' f` • � I �.�-Comer stud iii. IF MORE THAN 44 INCHES IN VERTICAL DEPTH,BE EQUIPPED WITH A ; ="• Hold-down----- •+ connected to al�Met. SIN plat. PERMANENTLY AFFIXED LADDER OR STEPS USABLE WITH THE WINDOW IN THE " . transfer shear F ,tl• ,II FULLY OPEN POSITION WITH DIMENSIONS PER R3102.3.1. ` , . 2-16d Common t+°w"Strap y area sn-3 mpt+ad under eEs w+t• �! nails at 6"O.C. (><oe 3 ) iv. BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING TO THE BUILDING'S I �'`'S�'�"ON91 f FOUNDATION DRAINAGE SYSTEM OR BY AN APPROVED ALTERNATIVE METHOD. PROJECT 4. R311 MEANS OF EGRESS TYPICAL SHEAR WALL PIRIR a. 311.3 LANDINGS ARE REQUIRED OUTSIDE OF EACH EXTERIOR DOOR,AND ARE TO HAVE FRAMED OPENING STRAPPING N.T.S. A WIDTH NOT LESS THAN THAT OF THE DOOR SERVED AND A MINIMUM DIMENSION OF 2 RESIDENCE 36 INCHES IN THE DIMENSION OF TRAVEL AND A SLOPE NOT EXCEEDING 1/4 VERTICAL igure 3.�4a Joists Framing on a Solid Sawn Girder UNITS PER 12 HORIZONTAL UNITS(1/4"PER FOOT). Figure 3.4d Joist Framing on a Stud Wall Figure 3.4e ,foist Framing on a b. 311.6 HALLWAYS SHALL NOT BE LESS THAN 3 FEET WIDE. Foundation Sill Plate c. 311.7"STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED 55 PINEWOOD ROAD HEADROOM HEIGHT.HANDRAILS SHALL NOT PROJECT MORE THAN 41/2 INCHES ON T : srid tng EITHER SIDE OF THE STAIRWAY AND THE CLEAR WIDTH OF THE STAIRWAY AT AND 14- CS-16 COIL STRAP DATE: TCHOGUE,NY BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL BE NOT Stud DATE: 02/2024 LESS THAN 311/2 INCHES WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 stoma PROJECT N0. 3523007 Bottom Bottom Plate INCHES WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES." REVISION DATE Plate d. 311.1.2"THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES WD FLR JOIST Subflooring i SUBMIT FOR BUILDING PERMIT 02/2024 MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR @ALL PORCH POSTS STRONG-TIE subtlDortng Band Joist Joist 2 ACE4 FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE CE4 @A 10-16D NAILS 3 ALLOWABLE LOAD 1,785# Band 4 STAIRWAY.�� 71/2" sill e. 311,1.3"A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 147 �2" Joist Plat® Joist 6 INCHES BETWEEN FLOOR LEVELS OR LANDINGS." CONC Joist Girder f. 311„7.5 RISERS SHALL BE NOT MORE THAN 73/4 INCHES,AND TREADS SHALL BE NOT FOUND OR LESS THAN 10 INCHES.NOSIVGS SHALL PROJECT NOT LESS THAN 3/4 INCH AND NOT GRADE Double NOTES: MORE THAN 11/4 INCHES ON STAIRWAYS WITH SOLID RISERS.MAXIMUM 3/8"TREAD SIMPSON STRONG-TIE „ CS15 COIL STRAP @ 16"D.C. Plate Stud 1.THE CONTRACTOR SHALL VERIFY ALL AND RISER VARIANCE WITHIN STAIR RUN.MINIMUM TREAD WIDTH 6 AT WINDERS. WRAP AROUNDSILL R31'1.7.6"THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACN LCB @ AL STRONG-TIE EXISTING AND PROPOSED CONDITIONS ON li 3"X 3"BP AT ALL ANCHOR BOLTS LCB @AL PORCH POSTS w,� 5/8"X 12"ANCHOR BOLTS AT 36"O.C. ALLOWABLE LOAD 6,270# Figure 3.4c Joists Franiill on a Steel Beam THE CONSTRUCTION DOCUMENTS WITH STAIRWAY.THE WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NOT WFCM TABLE 312A 2001&12"OFF CORNERS SIMPSON STRONG-TIE g THOSE E BRO THEUGHT SITE.ANY DISCREPANCIES ALLOWABLE TENSION LOAD 1,235# HD5A @ ALL PORCH POSTS MUST BE BROUGHT TO THE ATTENTION OF LESS THAN THE WIDTH OF THE FLIGHT SERVED...WHERE THE STAIRWAY HAS A 5/8"DIA.X 12"ANCHOR INTO CONCRETE STRAIGHT RUN,THE DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 ALLOWABLE LOAD 3,705#POST THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION,THE CONTRACTOR SHALL INCIHES, Brlding BE RESPONSIBLE FOR DISCREPANCIES h. R311.7.8 HANDRAILS WITH A HEIGHT OF 34"-38"ABOVE NOSING SHALL BE PROVIDED SIMPSON SPH4 NOT REPORTED TO THE ARCHITECT ONCE ON NOT LESS THAN ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH 12. 0D NAILS To STUD FOUR OR MORE RISERS. UPLIFT 1,360# WORK HAS COMMENCED,EXCEPT FOR L R31'1.8 RAMPS ARE TO BE IN ACCORDANCE WITH R311.8 AND ARE TO HAVE BP SUPPORT FROM STUD TO TOP OF HIDDEN CONDITIONS WHERE APPLICABLE. TIE TO PROVIDE CONTINUOUS L A MAXIMUM SLOPE OF ONE UNIT VERTICAL IN 8 UNITS HORIZONTAL PLATE TO RAFTER. I Y.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES ii. A HANDRAIL 34-38 INCHES IN HEIGHT WHEN SLOPE EXCEEDS ONE UNIT '1` Ncs�pe Joist INCLUDING BUT NOT LIMITED TO:TOWEL 8 IN BARS,TOILET PAPER HOLDERS,SHELVING VERTICAL IN 12 UNITS HORIZONTAL. Co 5. R312 GUARDS AND WINDOW FAlll PROTECTION CONCATTACHMENT,ROBE HOOKS,GRAB BARS, a. R312.1 PORCHES,BALCONIES,AND STAIR LANDINGS LOCATED GREATER THAN 30" FOUND - ETC. ABOVE ADJACENT FLOOR OR GRADE ARE TO BE INSTALLED WITH GUARDS NOT LESS GRADE o Generated b REScheck-Web Software THAN 36 INCHES IN HEIGHT ABOVE THE WALKING SURFACE.GUARDS SHALL NOT HAVE SIMPSON STRONG-TIE Y 3.NO WORK TO COMMENCE UNTIL A Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other BUILDING PERMIT IS ISSUES. OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4"IN DIAMETER. SPH4 @ 16"O.C. calculations submitted with the permit application.The proposed building has been designed to meet the 2021 IECC requirements in Compliance C e rt ,c a `e REScheck Version:REScheck-Web and toc comply with the mandato requirements listed in the REScheck Inspection Checklist. -^ SIMPSON H4 SIMPSON H2.5 p Y mandatory r� 3"X 3"BP AT ALL ANCHOR BOLTS steel gestnt 4.THESE PLANS COMPLY WITH THE 2020 b. R3'�12.2 WINDOW FALL PROTECTION.WINDOW FALL PROTECTION SHALL BE PROVIDED 5.8D NAILS TO STUD 5-SD NAILS TO RAFTER �y, 1 5/8"X 12"ANCHOR BOLTS AT 36"O.C. 5-8D NAILS TO PLATE 5.8D NAILS TO PLATE DAy10 I/I I+fZTI rus - Q(ZGi11TECT IN ACCORDANCE WITH SECTIONS R3122.1 AND R31222. WFCM TABLE 3.2A 2001&12"OFF CORNERS UPLIFT 360# UPLIFT 415# Name-Title Si nd Date y INTERNATIONAL ENERGY CONSERVATION L R312.2.1 WINDOW SILLS.IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF SIMPSON STRONG-TIE '/ 1t/ (,r g CODE. AN OPERABLE WINDOW OPENING IS LOCATED LESS THAN 24 INCHES ABOVE THE H4&H2.5 @ 16"O.C.AND 12"FROM ENDS �/ (USE WHEN STUDS AND RAFTERS DON'T ALIGN) Project Pirir, Residence `J Project Notes: FINISHED FLOOR AND(GREATER THAN 72 INCHES ABOVE THE FINISHED GRADE OR \ ��v Renovate existing one story wood frame dwelling. Finish existing garage and incorporate new kitchen,dining,and Figure 3.11b Roof Openings-Gable Dormer OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE OPERABLE Energy Code: 2 21 IECC living room. WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: Location: CAchogue, New York �S s`� Ridge Board 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A Construction Type: Single-family 4-INCH-DIAMETER SPHERE TO PASS THROUGHT THE OPENING WHERE THE Project Type: Addition OPENING IS IN ITS LARGEST OPENED POSITION. SIMPSON STRONG-TIE Climate Zone: 4 (50 HDD) Double 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION SPANS G EATERS Permit Date: Trimmer Raster SPANS GREATER THAN 6 FEET Permit Number: DEVICES THAT COMPLY WITH ASTM F 2090. 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL Construction Site: Owner/Agent: Designer/Contractor: Rafter DEVICES THAT COMPLY WITH SECTION R31222. SIMPSON H2A 55 Pinewood Rd Jose Pirir David Martins ii, R31222 5.IOD WINDOW OPENING CONTROL DEVICES.WINDOW OPENING CONTROL 5- NAILS TO RAFTER cutchogue,NY 11935 Architects MAD 0D NAILS TO STUD 18 Midtown Rd DEVICES SHALL COMPLY WITH ASTM F 2090.THE WINDOW OPENING CONTROL UPLIFTSIMPSON N STRONG-TIE 631Car�332 302e Place,7.Y11514 SIMPSON STRONG-TIE DEVICE,AFTER OPERATION TO RELEASE THE CONTROL DEVICE ALLOWING THE H2A @ 16"O.C.AND 12"FROM ENDS dm@architectsmad.com WINDOW TO FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF (USE WHEN STUDS77 THE WINDOW UNIT TO LESS THAN THE AREA REQUIRED BY SECTION R3102.1. SIMPSON P4 @ ALL H PNCORNERS AND RAFTERS ALIGN) 8-10D NAILS TO RAFTER 8-10D NAILS TO PLATE UPLIFT 3,367# Compliance: 2.4/o Better Than Code Madximum A: 165 Your UA: 161 _ Maximum SHGC: 0.40 Your SHGC: 0.29 The%Better or Worse Than Code Index reflects how close t6 tompllan a the house Is based on code trade-off rules. SINGLE POUR It DOES NOT provide an estimate of energy use or cost rel ve to a mini um-code home. ENDWALL RIM JOIST NAI EO INSTALLATION PORTION Slab-on-grade tradeoffs are no longer tonal ered in the A or performance compliance path in REScheck.Each slab-on-grade CORNER STUD assembly in the specified climate zone mu'st meet the mi Imum energy code insulation R-value and depth requirements. HOLDOWN o CONNECTED TO TRANSFER SHEAR 13 1/2" Double -2-16DCOMMON Envelope Assemblies. Header NAILS @ 6"O.C. • REBAR IN - ••. _ • SHEAR CONE -r� •,, p/1 OR '�. �/R2"MIN. © "+ ( R�V H►Cl./�/ OM CORNER 00 "l /T SIMPSON STRONG-TIE HPAHD Ceiling:Flat Ceiling or Sci70_,ft., russ 740 38.0 0.0 0.030 0.024 22 18 Figure 3.6a Floor Opening-Stairway CORNER HOLDOWNS-USE"SIMPSON"HDU8-SDS2.5 Wall:Wood Frame,16"o. 1,450 25.0 0.0 0.053 0.045 66 56 rFlrettttppinx ,, '�' (20)SDS 1/4"X 2.5"WOOD SCREWS (1)5/8"DIA X 12"STEEL ANCHOR Door:Glass Door(over 50 o zing) 102 0.2 70 0.300 28 31 ALLOWABLE LOAD 6,970# SHGC:0.29 Window:Wood Frame Stringer DRILL AND SET 5/8'DIAMETER ANCHORS 8 1/2'MIN INTO CONCRETE.HOLE TO BE SHGC:0 106 0.2 70 0.300 29 32 % t f� 041714 �O 11/16'DIAMETER.FILL HOLE HALFWAY WITH"SET EPDXY-TIE"BY'IS IMPSON"IF Double Plate ,4 TEMPERATURE IS BETWEEN 40 AND 100 DEGREES. FILL HOLE WITH"AT-ACRYLIC Floor:All-Wood Jois russ 604 38.0 0.0 0.0,26 0.047 16 28 TIE"IF TEMPERATURE IS BETWEEN 0-40 DEGREES.REFER TO MANUFACTURES Double stud INSTRUCTIONS FOR MIXING AND CLEANING HOLES.SEE GROUND FLOOR PLAN FOR LOCATIONS Additional Efficiency Package(s) 1001 Not applicable` Tell Joist '" NOTE 1: lelet GENERAL NOTES, TYPICAL FOUNDATION ANCHORS BOLTS TO BE 5/8" DIAMETER X 12"DEEP 12"OFF CORNERS AND SET @ 36" Double STRAPPING O.C.AS PER.(WFCM TABLE 3.2A 2001) Trimmer, stud NOTE 2: DETAILS, & aubnoerlr#� REFERENCE STANDARD USED IN DESIGN OF STRUCTURE (WFCM 2001)SEE ELEVATIONS FOR LINE OF STRAPPING RESCNECI( DETAILS AS PRESCRIBED ABOVE Project Title: Pirir Residence Report date: 02/11/24 Project Title: Pirir Residence Report date: 02/11/24 Te11 NOTE 3: Data filename: Page 1 of10 Data filename: Page 2 of10 Joist SCALE: AS NOTED ALL STEEL CONNECTORS AND NAILS ATTACHED TO A.C.Q. " LUMBER TO BE HOT DIPPED GALVANIZED,Z MAX Do�la Trlmmr�er TREATED,OR STAINLESS STEEL TYPICALLY pot 00 COPYRIGHT C OWNERSHIP AND USE OF DOCUMENTS: TYP. STRAPPING DETAILS A RESCHECK ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF �F NO WORK TO COMMENCE 1 THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE DRAWINGS SUBMITTED FOR ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE(DOCUMENTS ARE NOT TO DESIGN PROFESSIONAL STATE THATTO THE BEST F 0 MY U NTI LL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR BUILDING PERMIT PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY RECEIVED 2017 NYSECCC WITH THE 2201R NYSECCC SUPPLEMENT, PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM Cn v COVER W/ROOF SHINGLE L jj RAFTER TIES @ 16"O.C. CONTINUOUS RIDGE VENT COBRA RIDGE CAP IVIODEL'CS20' RIDGE VENT OR EQUAL INSTALL AS MIN(14)10-D NAILS 12" PER MANUF'S INSTRUCTIONS ROOF RAFTERS 5/8"GYPSUM BOARD �■ RAFTER CONNECTOR jr • % LTWGT ARCHITECTURAL @ 16"O.C. U O 12" RAFTER TIES @ 16"O.C. SHINGLES SHINGLES OVER HORIZONTAL SIDING RIDGE MODEL'CS20' #15 ROOFING FELT OVER O O 1/2"THK(CDX.)PLYWOOD o DBL.TOP PLATE O o MIN(14)10-D NAILS ALL JOINTS TO BE "- O O 1"MIN.AIR SPACE TAPED&SEALED O O � O 5/8"CDX PLYWOOD ISHEATHING 18 MIDTOWN ROAD T2020 O CARLE PLACE NY 11514 ° TJ I INSULATION (631)-332-3021 RIDGE BOARD OR BEAM OR 77 DM@ARCHITECTSMAD.COM ROOF RAFTERS(SEE (SEE PLANS) DIMENSIONAL 16" ROOF RAFTER PLANS FOR SIZE& LUMBER CENTERS - SPACING) ---1 2"x 6"STUDS @ 16"O.C. WHERE STUDS DO NOT ALIGN W/RAFTERS INSTALL ICE AND WATER SHIELD AT EAVES,VALLEYS,INTERSECTIONS OF ROOF AND WALL AND ENTIRE ROOFS WHERE SLOPE IS LESS THAN 4/12 PROJECT .� RAFTER-TO-RAFTER CONNECTION TYP.@ EACH RAFTER n TYP. RIDGE VENT DETAIL RAFTER TIE DETAILS TYP.@ EACH RAFTER A TYPICAL FLOOR JOISTS SPACING AND METAL G TYPICAL EXTERIOR WALL CONSTRUCTION PI RI R MODEL'CS20' BY SIMPSON STRONG TIES G MODEL'LTS' BY SIMPSON STRONG TIES '�'F CROSS BRACING J RESIDENCE TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL NAILING SCHEDULE 1"x3"VINYL COATED WD.CASINING USE EVERY OTHER NAIL HOLE NUMBER NUMBER (TO BE REPLACED OR REPAIRED Op 12" CUTCHOGUE,NY JOINT DESCRIPTION OF COMMON OF BOX NAIL SPACING AFTER EACH INSTALLATION) 9" U/lrj x� 55 PINEWOOD ROAD IN A ROW TO PROVIDE , ROOF RAFTERS CODE-REQUIRED MINIMUM END NAILS NAILS �' CENTER-TO-CENTER LENGTH 03/2024 ROOF FRAMING RAFTER CONNECTOR SPACING FOR NAILS I , 1"x2"WOOD SPACER / DATE:PROJECT k0. 3523001 MIN(14)10-D NAILS EA MIN(14)10-D NAILS RAFTER TO TOP PLATE(TOE-NAILED)(TABLE 3.4A) 3-8D 3-10D PER RAFTER PREDRILLED FASTENING / HOLES @ 9"O.C. LID n REVISION DATE CEILING JOIST TO TOP PLATE(TOE-NAILED)(TABLE 3.4A) 3-8D 3-10D PER JOIST / + ABMITFOR BUILDING PERMIT o2i2o2a ° DBL.TOP PLATE WALL STUD 36"-2° `` ., II = -SUBMIT FOR BUILDING PERMIT 03/2024 CUT CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED)(TABLE 3.9A) 6-16D 40D EACH LAP / � cs 3 o BASE PLATE \ ' LENGTH = 4 CLEAR CEILING JOIST TO LAPS OVER PARTITIONS(FACE-NAILED)(TABLE 3.9A) 646D 40D EACH LAP w F- 5 • SPAN 1/2"CDX PLYWOOD z 6 COLLAR TIE TO RAFTER(FACE-NAILED)(TABLE 3.6A) 3-8D 3-10D PER TIE STRUCTURAL STORM w GALV.MEATL STRAP PANEL Z @ 16"O.C. BLOCKING TO RAFTER(TOE-NAILED) 2-8D 2-10D EACH END a z MODEL'CS20' NOTES: RIM BOARD TO RAFTER(END-NAILED) 2-16D 3-16D EACH END 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON RIM JOIST WALL FRAMING / THE CONSTRUCTION DOCUMENTS WITH 12" PREDRILLED FASTENING DBL TOP PLATE THOSE AT THE SITE.ANY DISCREPANCIES •o END TOP PLATE TO TOP PLATE(FACED NAILED) 2-16D 2-16D PER FOOT HOLES @ 9"O.C. / MUST BE BROUGHTTO THE ATTENTION OF °. LENGTH THE ARCHITECT PRIOR TO COMMENCING .° TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16D 5-16D JOINTS EACH SIDE PROVIDE MINIMUM 1" WOOD CASING CONSTRUCTION.THE CONTRACTOR SHALL o, END DISTANCE STUD TO STUD(FACE NAILED) 2-16D 2-16D 24"O.C. / BE RESPONSIBLE FOR DISCREPANCIES ° HEADER TO HEADER(FACE-NAILED) 16D 16D 16"O.C.ALONG EDGES NOT REPORTED TO THE ARCHITECT ONCE 0 EQUAL NUMBER OF ' WORK HAS COMMENCED,EXCEPT FOR SPECIFIED NAILS TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16D 2-40D PER STUD HIDDEN CONDITIONS WHERE APPLICABLE. IN EACH END BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 246D 2-40D PER FOOT 2.PROVIDE WOOD BLOCKING IN WALL ENDJOIST,OR BLOCKING(FACE-NAILED) FRAMING FOR ALL ACCESSORIES STUD TO PLATE TO RIM JOIST TO TOP PLATE TO STUD WHERE OPENING PROTECTION WITH THE USE OF PLYWOOD PANELS IS ALLOWED INCLUDING BUT NOT LIMITED TO:TOWEL RAFTER TIE DETAILS TYP.@ EACH RAFTER CONNECTION @ 16"O.C. FLOOR FRAMING TYPICAL HIGH WIND WINDOW PROTECTION FOR NEW WINDOWS BY 2020 IRC R301.2.1.2,INSTALLATION IS TO BE IN ACCORDANCE WITH BARS,TOILET PAPER HOLDERS,SHELVING �6 7 11 R301.2.1.2 AND THESE DRAWINGS. ATTACHMENT,ROBE HOOKS,GRAB BARS, MODEL'MTS30' BY SIMPSON STRONG TIES MODEL BP BY SIMPSON STRONG TIES JOIST TO SILL,TOP PLATE OF GIRDER(TOE-NAILED) 4-8D 4-10D PER JOIST INCOMPLIANCE WITH IRC 2020 140 MPH DESIGN WIND SPEED RC BRIDGING TO JOIST TOE-NAILED 2-8D 2-10D EACH END 3.NO WORK TO COMMENCE UNTIL A "SIMPSON"HDQ8 2-16d COMMON BLOCKING TO JOIST TOE-NAILED 2-8D 2-10D EACH END BUILDING PERMIT IS ISSUES. "SIMPSON"PHD6 NAILS @ 6"D.C. BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16D 4-16D EACH BLOCK FASTENING SCHEDULE B FOR FULL LENGTH PLATES LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D 4-16D EACH JOIST ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW OPENING T PLANS COMPLY WITH THE 2020 ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2001 EDITION) INTERNATIONAL TIONAL ENERGY CONSERVATION OF STUD JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8D 340D PER JOIST CODE. NOTATION BAND JOIST TO JOIST(END-NAILED) 3-16D 446D PER JOIST A ROUGH OPNS A B C D E F BAND JOIST TO SILL OF TOP PLATE(TOE-NAILED) 2-16D 346D PER FOOT BLOCKING @ 2'-0" 2 " (1)2 x4 1 1 1 1 ENDWALL ROOF SHEATHING 4'-0" 4 (1)2"x4" 2 2 2 1 2 STRUCTURAL PANELS 8-D 10D 6"EDGE/12"FIELD D 6'-0" 6 (2)2"x4"or(1)2"x6" 3 3 3 3 DIAGONAL BOARD SHEATHING B E 8'-0" 8 (2)2"x4"or(1)2"x6" 3 3 3 3 1"X6"OR 1"X8" 2-8D 2-10D PER SUPPORT C 1"X10"OR WIDER 3-8D 3-10D PER SUPPORT 10'-0" 10 (2)2"x6" 4 4 4 4 " CEILING SHEATHING HEADER 12'-0" 12 (2)2"x6" 5 12 4 5 1 4 GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7"EDGE/10" FIELD F A-NUMBER OF 8d NAILS @ EA.END OF STRAPPINGS(TABLE 3.7,P.157)&(TABLE 6A P.316) B-NUMBER OF SILL STUDS(ON FLAT)(DOES NOT APPLY TO DOORS)(TABLE 3.23B,P.193) "SIMPSON"HDQ8 WALL SHEATHING "SIMPSON"PHD6 C-NUMBER OF FULL HEIGHT KING STUDS @ EA.SIDE OF HEADER(TABLE 3.23C,P.193) - STRUCTURAL PANELS 8D 10D 6" EDGE/12"FIELD D-NUMBER OF 16d NAILS.END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER NOTE: MIN(14)10-D NAILS FIBERBOARD PANELS @ EA.SIDE(TABLE 3.7,P.157)&(TABLE 6A P.316) 1.SHEATHING AS PART OF SHEARWALL SEGMENT(SW.S), E-NUMBER OF JACK STUDS @ EA.END OF HEADERS TABLE 3.22F,P.191)ASSUME DBL.HDR. WHERE NOTED ON FLOOR PLAN,SHALL BE CONTINUOUS 7/16" 6D - W EDGE/6"FIELD FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT F-NUMBER OF 16d NAILS END-NAILED THOUGH ADJACENT JACK STUDS TO END OF SILL(S) JOINTS.8d COMMON NAILS @ 6"o.c.EDGE&FIELD 25/32" 8D - 3" EDGE/6"FIELD 2.HOLD DOWNS REQUIRED AT ALL 4 CORNERS OF JACK STUD @ EA.SIDE(DOES NOT APPLY TO DOORS)(TABLE 3.8,P.157)&(TABLE 6A PAGE 316) STRUCTURE UNLESS OTHERWISE NOTED. KING STUD GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7" EDGE/10" FIELD 3.SEE CONSTRUCTION DETAIL(NAILING AND STRAPPING) NAILING&STRAPPING @EXTERIOR WINDOW/DOOR HEADER &DETAIL(HOLDOWN&CONN). HARDBOARD 8D 8D 6"EDGE 12"FIELD 12 PARTICLEBOARD PANELS 8D 8D (SEE MANUF.) GALV. METAL TIE-DOWN AT CORNER OF STRUCTURE GALV. METAL TIE DOWN W/IN 32"OF DIAGONAL BOARD SHEATHING E.0 a R p CORNER OF STRUCTURE R C O 9 1"X6"OR 1"X8" 2-8D 3-10D PER SUPPORT '��' �1H0 MODEL'HDQ8/PHD6' BY SIMPSON STRONG TIES MODEL'HTT22' BY SIMPSON STRONG TIES 1"X10"OR WIDER 3-8D 3-10D PER SUPPORT USE LIVE LOAD DEAD LOAD STRUCTURAL MEMBER ALLOWABLE �� co M�9 F DEFLECTION FLOOR SHEATHING EXTERIOR BALCONIES 60 psf 10 psf RAFTERS HAVING SLOPES GREATER THAN 3 ON 12 WITH L/180 NO FINISHED CEILING ATTACHED TO RAFTERS STRUCTURAL PANELS DECKS 40 psf 10 psf 041714 1"OR LESS 8D 10D 6" EDGE/12"FIELD PASSENGER VEHICLE GARAGES 50 qT RR905.2.5 FASTENERS.FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS,MINIMUM 12 psf as per plan INTERIOR WALLS AND PARTITIONS H/180 £OF GAGE[0.105 INCH(2.67 mm)]SHANK WITH A MINIMUM 3/8-INCH(9.5 mm)DIAMETER HEAD,ASTM F 1667,OF A LENGTH TO PENETRATE THROUGH THE ROOFING GREATER THAN 1" 10D 16D 6"EDGE/6"FIELD MATERIALS AND A MINIMUM OF 3/4 INCH(19.1 mm)INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH(19.1 mm)THICK,THE DIAGONAL BOARD SHEATHING ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITCH) 10 psf 10 psf FLOORS AND PLASTERED CEILINGS L/360 FASTENERS SHALL PENETRATE THROUGH THE SHEATHING.FASTENERS SHALL COMPLY WITH ASTM F 1667. RR905.2.6 ATTACHMENT.ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BYTHE MANUFACTURER.FOR NORMAL APPLICATION, 11'X6"OR 1"X8" 2-8D 3-10D PER SUPPORT ATTICS WITH STORAGE(ROOF ABOVE 3 PITCH) 20 psf 10 psf ALL OTHER STRUCTURAL MEMBERS L/240 STRAPPING ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF WITH NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE. 1"X10"OR WIDER 3-8D 3-10D PER SUPPORT WHERE THE ROOF SLOPE EXCEEDS 20 UNITS VERTICAL IN 12 UNITS HORIZONTAL(20:12),SPECIAL METHODS OF FASTENING ARE REQUIRED. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 DETAILS & 1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE EXCEPTION:ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE WHERE THE ROOF IS IN ONE OF THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN SLEEPING ROOMS 30 psf 10 psf EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES H/240 FOLLOWING CATEGORIES: HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE I I ISCHEDULE 1. HE BASIC WIND SPEED PER FIGURE RR301.2(4)IS 140 MILES PER HOUR(177 km/h)OR GREATER AND THE EAVE IS 20 FEET DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN STAIRS 40 psf 10 psf EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES H/120 b (3096 mm)OR HIGHER ABOVE GRADE. THE LOAD PATH. 2. THE BASIC WIND SPEED PER FIGURE RR301.2(4)IS 140 MILES PER HOUR(193 km/h)OR GREATER. GUARDRAILS AND HANDRAILS 200 plf 10 psf NOTE:L-SPAN LENGTH, H-SPAN HEIGHT 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF a FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HERIN,THE WIND 3. SPECIAL WIND ZONES PER FIGURE RR301.2(4) NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. ROOF LOADING(LIVE-GROUND SNOW LOAD 20 psf 12 psf for attic LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND ADJUSTMENTS AS PER FIGURE R301.2(5)OF THE 2020 CLADDING(ASO)LOADS OBTAINED FROM TABLE R301.2(2). 3.CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK INTERNATIONAL RESIDENTIAL CODE) 15 psf for cath p DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM BOARD FINISH SCALE: AS NOTED " IBC FOR ADDITIONAL REQUIREMENTS. SHALL BE LIMITED TO AN ALLOWABLE DEFLECTIONS OF H/180. 1.0 FASTENERS FOR ASPHALT ROOF SHINGLES 13 MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS (REFER TO TABLE R301.5 OF THE INTERNATIONAL RESIDENTIAL CODE) 01 COPYRIGHT© OWNERSHIP AND USE OF DOCUMENTS: ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,,AS INSTRUMENTS OF NO WORK TO COMMENCE CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE ANID SHALL REMAIN THE DRAWINGS SUBMITTED FOR I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE:DOCUMENTS ARE NOT TO DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR MANY OTHER PROJECTS OR BUILDING PERMIT UNTILL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIEz THAN THOSE PROPERLY PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOLOT THE SPECIFIC WRITTEN RECEIVED 2017 NYSECCC WITH THE 22017 NYSECCC SUPPLEMENT. WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM ENERGY NOTES: AIR SEALING AND INSULATION r ,.'r, �z 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION / \, , �9� ,�� , CONSTRUCTION CODE.THE AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO DETERMINE BUILDING ENVELOPE AIR TIGHTNESS AND INSULATION INSTALLATION SHALL BE DEMONSTRATED TO COMPLY WITH ONE OF THE , `.. .�",� .. j=,r�rr-(A If - , '' �,�. AND ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. FOLLOWING OPTIONS GIVEN: 1% �' ' '`+ ` '' t.o ,� 2. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN THE LCAn, z r L YID;:?�`r;!s f �� v SPACE WHERE THE FURNACE IS LOCATED.CERTIFICATE SHALL COMPLY WITH IRC N1101.14 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA - r : '- .- `' ��- �'"' , -�� ° ,' b 3. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL ) jt+ I�.r,r , « f S ypR I "' --' i I �p Ia r` # r` 7ti.. w'v i',6f� .4r Gb14i M'�. �7.4 s 11 Tal. „ `. _4 F .{ !li EQUIVALENT THE INSULATION ON THE SURROUNDING SURFACES. 1. AIR BARRIER AND THERMAL BARRIER � i , ,��, , ,� i ..�- ��s e �'I�.{??' 4. INSTALATION4 -THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN 1.1. EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED WALLS IS INSTALLED IN SUBSTANTIAL CONTACT AND , '`'� Fr,+ y '{' ''�, �" % ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, CONTINUOUS ALIGNMENT WITH BUILDING ENVELOPE AIR BARRIER. ` , r•=tT.�Tom.: - 5 i�*Li I1 .� e f �wt 4t� *x.F (� 1 AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. 1.2. BREAKS OR JOINTS IN THE AIR BARRIER ARE FILLED OR REPAIRED. �"` {^�. `= �., 'P ' ' ;�, fi �'► , �` `` , !1 ;�, rr i Ar , .� !{. r .1%� 5. TESTING- BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS THAN OR 1.3. AIR-PERMEABLE INSULATION IS NOT USED AS A SEALING MATERIAL. 1, �'' �"' ' `"'°'" `-"' " '`° ` "` ' " " $ I---- __ __' al5 ti!,`J)q, .wr-w�..w�.i 6.w�.. " �y, i �°Y- EQUAL TO 3 ACH50 IN CZ 4A.5.6A.TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. 1.4. AIR-PERMEABLE INSULATION IS INSIDE OF AN AIR BARRIER. "y ���> `� � ``� 6. DUCTS-SUPPLY AND RETURN DUCTS IN ATTIC SHALL BE INSULATED TO AMINIMUM OF R-8 @ 3" t"I�!' '� ,�v�, { �# i raE-�,t!a� �M ; t ":! ' '' OR GREATER IN DIAMETER,AND R-6 @ DUCT LESS THAN 3" IN DIAMETER. 2. CEILING/ATTIC i 1. DUCT SEALING - DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. 2.1. AIR BARRIER IN ANY DROPPED CEILING/SOFFIT IS SUBSTANTIALLY ALIGNED WITH INSULATION AND ANY GAPS p{. ARM CONDITt4"JtEII SPACE AEOVE UXC�ADMCNED SPACE 8. DUCT TESTING -DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED ARE SEALED. AIR SFAIfAIV CQ?ATTl AIR SEALING @ATTIC TRUSS I 18 MIDTOWN ROAD C�2020 ! CARLE PLACE NY 11514 (631)-332-3021 THIRD PART1f. 2.2. ATTIC ACCESS(EXCEPT UNVENTED ATTIC), KNEE WALL DOOR,OR DROP DOWN STAIR IS SEALED. # i DM@ARCHITECTS!.IAD.COM 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. 5{ �V!AS Lwt"� 10. MECHANICAL.SYSTEM PIPING INSULATION CARRYING FLUIDS>105 F DEGREES OR< 55 F DEGREES 3. WALLS . R','T� : - - 'I-,..._.._.., �__� ;,y f; If �' r -`��'��lr r"�_11 I � ���I 11 I W.8"J°, • 3'ew'-f T-� rA:�' p"{i'° _i 14 j A.', _ a t-$.;. SHALL BE INSULATED WITH R-3 MINIMUM. 3.1. CORNERS AND HEADERS ARE INSULATED. T > { F_ r{r 11 #,f, aT•4,ywsr y w € t9 T - ' I A SS "''L' 11. MECHANICAI.VENTILATION -SHALL MEET THE REQUIREMENTS OF THE IRC/IMC 3.2. JUNCTION OF FOUNDATION AND SILL PLATE IS SEALED. +�,-r ,,, , . ,'� �� ---- :°' "' " ' Y` "1; w r' Y I LI 12. EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOADS CALCULATED PER ACCA MANUAL J AS ,, . . -'.. {rrtri-=.J�: ,,, ®t$�;,` ' ' - :fv'v)_cicc PROVIDED BY A THIRD PARTY HERS RATER. 4. WINDOWS AND DOORS '�« - .� s= ° '•Y„ , '' I- ) �' .- ,,, ,�: 13 YkA - �:.-h` s} , _�'=�- ; ,- . 1, I. 0�11^�rl.srx!0 `�+,.. . , 4. Er k4, I PROJECT . 13. LIGHTING -A MINIMUM OF 75%OF PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH-EFFICACY 4.1. SPACE BETWEEN WINDOW/DOOR JAMBS AND FRAMING IS SEALED. �; '* �_ '" ` 'i;.ry _ > {E V :S r: LAMPS : ., '.. �:;, .t ,- Y:,� � �! . . _ PIRIR 14. ALL HVAC,PLUMBING & ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY 5. RIM JOISTS ;b ''m,µ:*' t=° =' '�` ° ! ` I -b. 1 _ �" } '° : ' RESIDENCE EFFICIENCY,INTERNATIONAL MECHANICAL CODE,INTERNATIONAL ENERGY CONSERVATION CODE.IT 5.1. RIM JOISTS ARE INSULATED AND INCLUDE AN AIR BARRIER. .�i`,,,-I'"; *'_lfCl+1 04fT.--�..-'. �'; .��, I ` `" I `� •, SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN, ' 6. FLOORS INCLUDING ABOVE-GARAGE AND CANTILEVERED FLOORS ,; � -Vrr°vgE AI*!y'A_._.._..I �, I � �° °-I �--�''j CALCULATIONS,DRAWINGS,WRITTEN STATEMENTS OF THE MECHANICAL AIR CONDITIONING, ( ) ,., �. - � �j1 -' -"'- VENTILATION,HEATING SYSTEMS NEW,EXISTING OR UPGRADED STAMPED BY A PROFESSIONAL 6.1. AIR BARRIER CRITERIA-THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGE OF INSULATION. `,; :;.° `4`,r " , '', r ' 55 PINEWOOD ROAD ENGINEER IF REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. 6.2. INSULATION INSTALLATION CRITERIA-FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED TO MAINTAIN _ , �: ., '�. '..' ! ' , ._._..� .Iw a 5EC" 4' Ti ,l Sty"=A� StCI:K " J 4i�:L i' '�"t�y' CUTCHOGUE,NY 15. ADDITIONS,ALTERATIONS OR RENOVATIONS SHALL COMPLY WITH IECC 2020 UNALTERED PORTIONS PERMANENT CONTACT WITH THE UNDERSIDE OF SUBFLOOR DECKING,OR FLOOR FRAMING CAVITY INSULATION ~ . - _ _ -' w DATE: 03/2024 OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE. SHALL BE PERMITTED TO BE IN CONTACT WITH THE TOP SIDE OF SHEATHING,OR CONTINUOUS INSULATION AIR SEATING TYPICAL SKYLIGHT AIR SfAUNG SAL STAIR AIR SEAI,INri @ TYP�ICRt EXTERIOR WAtI PROJECT NO. 3523007 16. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND EXTENDS FROM THE BOTTOM TO THE TOP OF ALL REVISION DATE AND COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. PERIMETER FLOOR FRAMING MEMBERS �SUBMIT FOR BUILDING PERMIT 02/2024 17. ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE /LRE-SUBMIT FOR BUILDING PERMIT 03/2024 ��_04"r,�w ram% ` _111� ,_ MIMED ATH BTELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD.402.4.1.1.APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE 1.71 CRAWL INSULATION IS PERMANENTLY ATTACHED TO WALLS. �'�"`��`AT: M'S. ..�cs� ! mwnpl r-o.,t,4 ,-r,y.vor ,SPACE WALLS � 11 5 ._ _ ......_r.. _.� _. +�--- n vc"tr,!�»�" - *R m-l. prl r cgti1 , _ cf"i Imf IS1'4.p°:4 *T A,?�?'� Pt 70 1H'',,n.,- __. . __._ _ 6 1.2. EXPOSED EARTH IN UNVENTED CRAWL SPACES IS COVERED WITH CLASS I VAPOR RETARDER WITH OVERLAPPING i 'I €`,__vR e..t-A-C�mr! -r-qw-. -v-v rT:' ' JOINTS TAPED. hrs i .;E RtLl ATTIC (At c ;�> J�1 rC L��;� "".; -.`- `�� ,; :,.: _... _ • i `'4 rk'l,�:' °YP`*� BUILDING THERMAL ENVELOPE / i+ _.... •` �'+ NOTES: :;: :;,:: ;;,:;4 r;: ;' � _ _..-_-____..._..._ .._.._._..,... ....„.,_.... . .-_.. -_.. -. 1.THECONTRACTORSHALLVERIFYALL 8. SHAFTS,PENETRATIONS - :- *"; : ::r: .:: R: I ._. --�----- -�-CCN�" 10 0.0: EXISTING AND PROPOSED CONDITIONS ON .:..a ........ ....... d_.. ,--.-.--..,. 8.1. DUCT SHAFTS,UTILITY PENETRATIONS,KNEE WALLS AND FLUE SHAFTS OPENING TO EXTERIOR OR " "' "` ,.,,.t".,,.,.,; ,+R ,:.,....._-.. ..w _..._A.. ; 1. THE CONSTRUCTION DOCUMENTS WITH �/ ­ 1. THE BUILDING THERMAL ENVELOPE SHALL BE DURABLY SEALED TO LIMIT INFILTRATION.THE SEALING UNCONDITIONED SPACE ARE SEALED. (��"i[J '. ) {. L! � c {+c THOSE AT THE SITE.ANY DISCREPANCIES :�; .'�.r;' # I MUST BE BROUGHT TO THE ATTENTION OF + Z�7<FIp-1 if THE ARCHITECT PRIOR TO COMMENCING METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND SEA: AT 9�'A� V4 - _... __ . s j�,r",I«�',,,L{iJ",L-, CONSTRUCTION,THE CONTRACTOR SHALL CONTRACTION.THE FOLLOWING SHALL BE CAULKED,GASKETED,WEATHERSTRIPPED OR OTHERWISE SEALED 9. NARROW CAVITIES1. _ _ - " _ _ ,' _ -` BE RESPONSIBLE FOR DISCREPANCIES WITH AN AIR BARRIER MATERIAL,SUITABLE FILM OR SOLID MATERIAL: 9.1. BATTS IN NARROW CAVITIES ARE CUT TO FIT,OR NARROW CAVITIES ARE FILLED BY SPRAYED/BLOWN �t 'I - ---, 9V TA a%;-'!- "',-T� NOT REPORTED TO THE ARCHITECT ONCE INSULATION. - I � , . I WORK HAS COMMENCED,EXCEPT FOR 1. ALL JOINTS, ,I s _�.��. ,„.,A..,, ....�.r_.�-�-- I I HIDDEN CONDITIONS WHERE APPLICABLE. SEAMS AND PENETRATIONS. 2. SITE-BUILT WINDOWS,DOORS AND SKYLIGHTS. 10. GARAGE SEPARATION -T=-_�.. : _../___m___.__....__:__I :L__.w____._-�_.,._...__ -.� __-- 2.PROVIDE WOOD BLOCKING IN WALL 3. OPENINGS BETWEEN WINDOW AND DOOR ASSEMBLIES AND THEIR RESPECTIVE JAMBS AND FRAMING. 10.1. AIR SEALING IS PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. " � �� '� '� I i �.�-v- FRAMING FOR ALL ACCESSORIES 4. UTILITY PENETRATIONS. "�'" "'' INCLUDING BUT NOT LIMITED T0:TOWEL F "'" ` BARS,TOILET PAPER HOLDERS,SHELVING AIR SEATING @ SEASONAt ATTIC FAN AIR SEALING @a SEASONAL ATTIC ACCESS I 1 ATTACHMENT,ROBE HOOKS,GRAB BARS, 5. DROPPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE. 11. RECESSED LIGHTING I f /_aa,l*tr, ll'_'Y�;1 ;� ETC. 6. KNEE WALLS. 11.1. RECESSED LIGHT FIXTURES ARE AIR TIGHT,IC RATED,AND SEALED TO DRYWALL. ,,° 'e!!r O''rsl-Irl ft i. WALLS AND CEILINGS SEPARATING'A GARAGE FROM CONDITIONED SPACES. EXCEPTION-FIXTURES IN CONDITIONED SPACE, 1 , � »� �I �7 3. IL ING PER COMMENCE UNTILA 8. BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS. r #,... c !�.,rt BUILDING PERMIT IS ISSUES. Ig`fi0,"^•y'.�'%P.tl�".�,°','t�,C._..-.._._..may�� I"�"j`t+'�`$«nt,f4;l IE11i...............^�,y, � *�..'"".°.„".."..-...""`y,^i,�a .fT.S�:.+..."«a 9. COMMON WALLS BETWEEN DWELLING UNITS. 12. PLUMBING AND WIRING s `' t�; 4.THESEPLANSCOMPLYWITHTHE2020 P T1v�v,,' S ><• u:"._'_` '_ a" F !rasa, SLE�'ii!��:• "� _$ s_ ' ( -' ."'" �,c.4' INTERNATIONAL ENERGY CONSERVATION c� 12.1. INSULATION IS PLACED BETWEEN OUTSIDE AND PIPES.BATT INSULATION IS CUT TO FIT AROUND WIRING AND ;-"A-'-0___,--,'---,--- -1 ''°'c" � `°?� ' �'A� � I I _ �F`` �1A, CODE. 10. ATTIC ACCESS OPENINGS. I 447j ,<n ,r*�,,; - .`'-,.� CFA7 A:'r� 11. RIM JOIST JUNCTION. PLUMBING,OR SPRAYED/BLOWN INSULATION EXTENDS BEHIND PIPING AND WIRING. -1 - ,xr :: -kr - -�- ,. 1 wt ( -.� = --- '�»'•lriPS?aA OTHER SOURCES OF INFILTRATION. "'N _ ; 'It't ,�s � _-10- `, :I _�. �" ' �� 13. SHOWER/TUB ON EXTERIOR WALL 1-11 _1 ,�., "� ,'* , "1 V_'. =_'` _ _ . mfi. �_. 13.1. SHOWERS AND TUBS ON EXTERIOR WALLS HAVE INSULATION AND AN AIR BARRIER SEPARATING THEM FROM - "; !. T ``: .;-, .., - IT •,sue ; w, r THE EXTERIOR WALL. �- 4I { _ _"4;�:r�,*�*Ah,,,­ - , . �_ ' "';, ., , : '':,, �jj -�, .-� L_ ,_ T.- �. ......_«.-... .. km - Y.,.. *w 3 14. ELECTRICAL/PHONE BOX ON EXTERIOR WALLS j --'-----�- ,-..- -- - ' w. «. N iy'a,".,- _,h'gp�.t,v"� F« .,y _ )I�' I'i�. , { .awi+n. "� •alp ..�.�..........�...MI0tri i"'t.'A_11 -11 ' $ ,. ° ^" "" ;, , ' 14.1. AIR BARRIER EXTENDS BEHIND BOXES OR AIR SEALED-TYPE BOXES ARE INSTALLED. `" .__ _ � � } w }� ;ems, r t1. r � +.+ T.( d _ f.n A ;,: - ,I ;,:. , ',T 15. COMMON WALL ______.: x 15.1. AIR BARRIER IS INSTALLED IN COMMON WALL BETWEEN DWELLING UNITS. , , ,x ;� I I AIR SEAt14G PORCH ROOF AIR SEA114G a PORCH ROOF >�tGttJ>ra,��Irsvte�n�ax o� - , �111 - fXIFiRtI1R�fAit �;: : x I11" ` r } 16. HVAC REGISTER BOOTS F: :A. - _ - - I- i 16.1. HVAC REGISTER BOOTS THAT PENETRATE BUILDING ENVELOPE ARE SEALED TO SUBFLOOR OR DRYWALL. ii ,! I . it � . . . 4 �11 11. FIREPACEPLN't3�" r11 ld 11.1. FIREPLACE WALLS INCLUDE AN AIR BARRIER. 1. '" ' "�� " ' 4 ` ,N, s ti l ..�....�nv.l%S do I YAW, TESTING OPTION �w,�rt`,%I�;t ` _ a AIR SEALING @ TYPICAL EXTERIOR WAIL - .AIR SEALED WALL JOINTS ` � �, op":.i;,s.'T!� _.�. ��r`T,r-v "I m`�::r ly<w '� oE�Ho BUILDING ENVELOPE TIGHTNESS AND INSULATION INSTALLATION SHALL BE CONSIDERED ACCEPTABLE WHEN TESTED AIR " z I OF;A71; --ti ``� � ���� ( aG �9f✓Fn ., �, .F .. LEAKAGE IS LESS THAN SEVEN AIR CHANGES PER HOUR (ACH)WHEN TESTED WITH A BLOWER DOOR AT A PRESSURE OF 33.5 I I- _. ; ;' `,- ,,..x -- -- .Em:m"HTst�,i!{*.kol FI -7Jl f PSF(50 PA).TESTING SHALL OCCUR AFTER ROUGH IN AND AFTER INSTALLATION OF PENETRATIONS OF THE BUILDING ENVELOPE, -� : _."l . ,� � , t ,. a{`' ' 1N LUDING PENETRATIONS FOR UTILITIES PLUMBING ELECTRICAL VENTILATION AND COMBUSTION APPLIANCES. -_ - F_ -= s 041714 0 ,Sr i f f f t-*1 - '� r , F ly • '+rep -„a s r { 'E.j ~�-. .. „_._ .. ..... {p''' - ° F r .,. 1.xnrl.'.l,v� ��F C I _ .„_, „,,.,g,�,,,-,.{,,,if"�`�"'�.a..�;-m.na��.a. .�a»r ij, i i A i ♦ � "5 R+4 Ai S- ,,,,,. " '1`�. ` Qf lr`� { j„ � DURING TESTING: , ';;x-- ... m �.4� . .. �. , . 1. EXTERIOR WINDOWS AND DOORS, FIREPLACE AND STOVE DOORS SHALL BE CLOSED,BUT NOT SEALED; AIR SEALING , NI .,. 2. DAMPERS SHALL BE CLOSED,BUT NOT SEALED,INCLUDING EXHAUST, INTAKE,MAKEUP AIR,BACKDRAFT AND FLUE Ott WAH NSIDE , ME INAtt DIMIRES • 1 ItIG @ KNEE WALL AIR SEALING @ KNEE WALL AIR SEAT I` : 'I DAMPERS; camotliewoSPACIE �. CONDMORED SPACE AIR BARRIER II - . K,.11 ` �11n. 3. INTERIOR DOORS SHALL BE OPEN; :: DETAILS 4. EXTERIOR OPENINGS FOR CONTINUOUS VENTILATION SYSTEMS AND HEAT RECOVERY VENTILATORS SHALL BE CLOSED If �, J AND SEALED; Iir w - S.` I 5. HEATING AND COOLING SYSTEM(S)SHALL BE TURNED OFF; " ' r 6. HVAC DUCTS SHALL NOT BE SEALED;AND " SCALE: AS NOTED 1. SUPPLY AND RETURN REGISTERS SHALL NOT BE SEALED. 4,' 4 . ' - 1. , df ,<,!' _ - S 1 �, VISUAL INSPECTION OPTION III x ; "� ' ` g ,- ""�`� n; `� . ° I BUILDING ENVELOPE TIGHTNESS AND INSULATION INSTALLATION SHALL BE CONSIDERED ACCEPTABLE WHEN THE ITEMS LISTED "- IN TABLE 402.4.2,APPLICABLE TO THE METHOD OF CONSTRUCTION,ARE FIELD VERIFIED.WHERE REQUIRED BY THE CODE COPYRIGHT© OWNERSHIP AND USE OF DOCUMENTS: ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,A'S INSTRUMENTS OF DUCT SEALING REQUIREMENTS OFFICIAL,AN APPROVED PARTY INDEPENDENT FROM THE INSTALLER OF THE INSULATION SHALL INSPECT THE AIR BARRIER AND NO WORK TO COMMENCE ITHEHEREBYUNDERSIGNEDNEWYORKSTATEREGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE DRAWINGS SUBMITTED FOR ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO 0 DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR AN'Y OTHER PROJECTS OR uz INSULATION. BUILDING PERMIT UNTILL BUILDING PERMIT IS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUTTTHE SPECIFIC WRITTEN RECEIVED 20J.7 NYSECCC WITH THE 22017 NYSECCC SUPPLEMENT. WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITIECTS MAD. DRAWN BY: DM I I I I ► I I r �......-.•��t�Ffip C + .w., �}�cn�` �,./'� + �-'��.'.., ��:�' £4+'�a`a;,r' [t",�14�'!' V k t►t.J'��'G+Fi1kiF�r�.�&�`i1� �...... I / G.r # - *�1-,�.K.`��i:w� y .. ...- {�ih�',>f.�:►Y��.� ✓'"�"� .. `w-"� I p«« i j�Y .,.«....,ter fIL,R�Ci'i e:w':t'�1J'+�'+ i'rY"� _._.., .w. .._.. q . .T4s. t •.� t • _, �..-.�""':"T`_` , � •--mar` '�`�`��.� �.�^ ,;•• "� ,0'�� ��� FIX IL El4 P'pi y9. t . 165 f 5... TES +*tw -c t:lkP .. c; ry .,w�- �� D. ,j=, r�.,.x�. £; 'I rs ; ?; d _T , c�•rrP ,`+ " t . . . x. _ �... ..... �,.. .a. �,_.. ,. ,. ;r•" tti� S JrEl'�*'+,'i c* iI" Ttl1: t:r1 n t oll wz _ _.., _-. $ '�tt�t}aC d J4 a ! ! _._,v._._._ ' 1t1 Frame " K�gY /e ¢�` l' l Jl•. �J, l rl� t %`.:v *vt" #r"r ��� � -__._,_ Z 1,.+`l � O.sO� ht , FT 1 AIR SEALING @ DUCT SOFFIT AIR SEALING INTERIOR SOFFIT TWO STORY WAIT CONOMOR AIR SEALING INTERIOR SOFFIT E7REJRIOR ROOF"NOT" AIR SE..ALING @ INTERIOR BUItT UP CROVIII AIR S£AIINC PLUM811I11 CHASE AIR SFAIIItG TYPICAL DUCT/RFGMM AIR SEALING J2 Y1IRING PEN171RATIOH 16 N1lorowN Roao 02020 CARLE PLACE NY 11514 (631)-332-3021 DI9(ARCHITECTSMAD.COM j*•;`t'`tC"�,xd;,.G' '"a` � ,:L��� '�� 1 d t`IMF'! �^...`^^...,^�.°�i� 1�.'�,+,�J�„s.'��:�':�+k: INSTALL INTERIOR E t y f � �'^` " s�w��Ar d E' �^ [�jL'� fT�� "�I�TI�?�I� � c Effi '*1'yy� L':t'1i4r4 �% Pgr>,q� *25 AT EXTER€Vie WA1 ' I a 4°.�hy.��1i"}� �TO NrER'OR I ; ASSEPRLY k..� PRIOR y ♦ .-,w.,a« wv+ wu..,u+, �SVILM x.. .c . w..r�rrrrwYrrw f `- L�,*..x `f ' i`'1CPt4i sfa•4 .a;t�t • 1t1•{:J€!� PA4TIT11 e�sa">:y i _. PROJECT r •• ,',,�'` �- ! : + w»r ' ," -% ,,,� F »r;*� _ „ �, {'Z. ;+',� PA' L �?TITI^� �. PIRIR s~ WALL T/p �r dry 1p�gly{ r RESIDENCE ,. 'd .!d � q .�,�• _...i a, -_,_a.- - -k�.' �-.. _#{�y,..,..; "..r..w. ;f.. ..Fi "� �...:3.. �m;J` M"�.i°,"°s'f�'4 TFy� ' / x ✓" i f li C � �y,�r'rx,✓`` ( �l 1 ,�^' ,1+' .,.r/ l 'kp 9 h e`t ����$#� + ".,F °�"�'•:. r ., �� {t � a �`• ,.a,x'"' y! 1{ ")�, � 1�" ��,�. �'.� •� 't t' ,;, �,•� � {{ .x. .,:..«,......��.,....,.. i Z'tii, tC'1' +...a,..: t , ._� c `,+"* i 3 ? '^i (• ,fi I d T a l .t f of r , a t xy 53r ,a � �'' % , y rl �• °' !*. I `'`' - -~--- C�lIlml 'ml l 55 PINEWOOD lit+._11 QOD ROAD C4+ "a F« .,v. AIL + 34' lbw•.$' a,T{ i _ sT ti: • M ir'-rT"§.Sh, FLOCKING CUTCNOGUE,NY LADDER F OGLING AS KQ !r a •.1°�,• ' EXTERIOR +Il.t L,y"I ''�v +...�s*v ,,.s:�:"::+ --w _ _ yi I* AU Ib J.tTi.", I� P.r -,. _ DATE: 03/2024 PROJECT N0. 3523001 (��+ A ���r }y �y(� RAFTERS MJ4flttffACTt11tED YFNT SWING `/+/��R AMC �ry THIN FROME Yet UTION �}SEALING }y/� �j t ! ��}��1 �} r i u '` t { ry`� �y r `�/► BATH TUB �//t REVISION DATE AIR SEALING @ VENTED ATTIC AIR SWING @ VENTED'AMC AIR SWING tom' 114ED A C AIR SEALING DOUSLf VIAlI. AIR SEA111��1 O F ICAL BAND JOIST AIR SEALING PtWABING PINETRATI04 AIR SEAUNG�( ATH TUB IALL SUBMIT FOR BUILDING PERMIT 02/2024 8AtF1E r �-SUBMIT FOR BUILDING PERMIT 03/2024 3 4 ; It t :E? i= erca+yae. !'"'� �:�.0: , � '`' f� i L•' w'p # v rY� .. q r- i * #a f 1 • ' y i 1,."- NOTES: ,r;»-• 4 _ _ . airh ' . 1 *. r * :",t ,I •► ; __ - - - ' p,Y,a: �F � 4€« , „ _. _ �►r,.. i 1.THE CONTRACTOR SHALL VERIFY ALL t# EXISTING AND PROPOSED CONDITIONS ON t ► --.-._...-. . •�i: �,� ; * ,► � � t'�"A'�t°"'��y'k¢�►a I ate' ff*, ��^ t"i" �'y4 ...�.,....,. Y,,Y. .4 �y { * • d �_ .. `- .-' « r f ' _ "� _W_ Tt"+4 ti4� THE CONSTRUCTION DOCUMENTS WITH T e`r• '`.Fe k >i♦ • �e .,, Sa t` • • +' ,,'` In-,.�,s'E • ► • r i - ..,...,..._ R�J+.'T ,� �� .• 1 _ _.-t I' �„ T+n+r �,rq , - t t THOSE AT THE SITE.ANY DISCREPANCIES • a • (pm .. • ( �'-� x °`° >I:°" '' MUST BE BROUGHT TO THE ATTENTION OF frtk.'+0 xk: —,,...._.("�'ydV It ,.+,. =1',a Si' ° • ` • " ' y `M "` 'F I " ---• -w THE ARCHITECT PRIOR TO COMMENCING * • r i " ,• , ; i = ; -xr.A � t►" x4sa^ # �'' yTt xrur it s�?, .srF <ia�rr r s+ -�* i ► T CONSTRUCTION.THE CONTRACTOR SHALL e r .�eJi r. - - .. �` ► t *" ° ` I t± = C a BE RESPONSIBLE FOR DISCREPANCIES * ► • k ► I ;, #' I « -C*.'•� .T 5 Y` ""` '+' ""Lr1°# s F NOT REPORTED TO THE ARCHITECT ONCE a t • " " ......1_.......... wa� '�"&SS` :w a w a r r r w • WORK HAS COMMENCED,EXCEPT FOR �pp+� ' CONDITIONS WHERE APPLICABLE # ,* r • s �!y t Ny'±, p , * . T ;i' i , S '" • } •" V'id.' ;y""M'_"_.....,.-__-......,»,w~..,_.v,,._.,-._..w. -.,..,.._... -,."._.•....».._,.. i _«. .. .,t _.,.,... .-,.. _,. ». f ,... ,",, r +•' t0'� !;�' # • : _� g ,`:..,.<*.•.. � � �""� x` i "` ►.� ;' >-° HIDDEN fi • � � � r � a �'- ' • "'' i ►_ . .. .. ... . ... .. .. .. .. ._.._. .-...... . _ Ky44k::14t°P''.� ._.� ( ,., .''t"� -t1' T --- ._ I `_.,.__•� ..w .� . _•_ __ ,» _ �_.1 . • �a .� " i. a'x �' '+r ++; . '`�,.<. Inl. _ . 2.PROVIDE WOOD BLOCKING IN WALL . ... .. . . ... .- ,P _. ' ALL ACCESSORIES INCLUDING I BUT NOT LIMITED TO:TOWEL �- i �. s i��'':1�.T"4�?;���I �$.�iS`"!!r�"� . � BARS,TOILET PAPER HOLDERS,SHELVING ° 1 ' lv4 ;':w 7-tt%l AT € ; k r="'1"+ J" r3A 1K' ATTACHMENT,ROBE HOOKS,GRAB BARS, » 1 � ca»?� r ce+r - rrsa Lcltw : ,.._,_-..__.-C*^�'ttk.�,'Ta*Sr��irit",i,± +, I......�......_._�•�:•a;'�3'y1�" xT.Tlf ETC. 3.NO WORK TO COMMENCE UNTIL A AIR SEALING TYPICAI.BUILT IN AIR SEALING c� BATH TUBS AIR SEALING O BATHTUBS AIR SEALING RECESSED UGH7 FfMRf AIR SEALING @ RECESSED LIGHT FIXTURE BUILDING PERMIT IS ISSUES. 4.THESE PLANS COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CODE. { .., .'fir t'�'iJ. 'd,,,w..'.•.K�-,:�'�`»r.* � w. :T� w ..,I7,.«". ,_,..�y� ,'{q: I r wg(dj - I6R'�.t'..���'};°�i. r ��y�''�'.(��J1•ipi»'E"i�ro '�.,...........,..w,.P�`.�q�"•,�'�•'y���:sn, I A 1t:11 t: car s Jy4`<4`•" .Q►' _ ,1,C"; �4,K7r i raw a..-Al C "D a N, ,s•a aree! wsC 4 ;'s�!F !?Cat p 3R.#' � I . 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"tZ�- `"�+'a��: i" � �. .„. �ma� !RE U a+TC, •" a *''' ' .• w e V Q 9f�00 �l I RICIO 1NSt11AT104 AND IX3 11l2 RIGID MVILATION IND I"REDID I>'stuTION AND `^ AIR SEALING @ fIREPEACE AIR SFAU G @ FIREPLACE AIR SEAWIG @ kI>ANUFACTURED SHOWER PADS AIR SEALOM @ VANUFACTURED SH01#8 PANS AIR SFAWIG @ GARAGE CH(ING s1t�PCRs AIR SEALING Cc GARAGE CEILIIIG 2x�1 Stt[PEI3S AIR SEAL PIG F GARAGE CFILtttC ' fj. 04171 qTf OF N AIR SEALING/ AIR BARRIER DETAILS SCALE: AS NOTED COPYRIGHT© OWNERSHIP AND USE OF DOCUMENTS: ENERGY CODE COMPLIANCE STATEMENT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN DRAWINGS AND SPECIFICATIONS,ASS INSTRUMENTS OF no' NO WORK TO COMMENCE I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE DRAWINGS SUBMITTED FOR ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE PROPERTY OF THE ARCHITECT.THESE DOiCUMENTS ARE NOT TO U NTI LL BUILDING PERMIT IS DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY BE USED IN WHOLE OR IN PART FOR ANY'OTHER PROJECTS OR BUILDING PERMIT KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN RECEIVED 2017 NYSECCC WITH THE 22017 NYSECCC SUPPLEMENT. WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM .r...., C.:) t u...,.... 0 0 18 MIDTOWN ROAD ((,'2020 CARLE PLACE NY 11514 (631)-332-3021 z � DM @A R CH ITECTS MAD.COM i i \ 4 30.0 � 30.0 32.0 - .•� /• �► .123.46134.0 � KEY PLAN 0 E2 5000312 N LO - - - - - PROJECT ►� \ (CI 0 \ \\ � \\ PIRIR C� \\ RESIDENCE p 36.0 \ EXISTING •, \ 4" m'w \DRIVEWAY TO .. ,..� ! \ ROOF ( ( 55 PINEWOOD ROAD 36.0\ U REMAIN E e CCfsso stU�OC�R , \\ ATTIC, FL CUTCHOGUE,NY -7 N�ErLpP� ►� pO011 E \ 1 32.0 (NEW BATH 103) (NEW M. BATH 101) (NEW KITCHEN 108) (NEW BATH 104) DATE: 03/2024 BV11.D1N�i •� f 1 2 n 2 - -I 2„ 2" 2" PROJECT NO. 3523007 \ 2" 1211 2w� 211 2" 2 010 wo __ 36.0 1 \\ 1 LAV // / \\\�� „� '�'� a• - ' ' I TubI W I NEW I LAV I R3 EVISION DATE SUBMIT FOR BUILDING PERMIT 02/20242 NEW -SUBMIT FOR BUILDING PERMIT 031202411 '� Ind. FL C 2" SHOWER C11/2" 11/2" SHOWER DISH 2 SHOWER 11/2 36.0 a NEW ' WIDE X DEEP \ _ _ -' ! \ t2lf 1 / " 2n 2" s Ll 2" �f3.0 I I 36.5 DR ELL FOR POL X \ \ I C.O. DI HARGE AND ( \\ 1 t \ \ C.O. o I 3" 3" 3" 3" 3 39•3' FRONT I 1 \ / I \ \ 3 31� 1.THE CONTRACTOR SHALL VERIFY ALL SETBACK 0 ERFLOW ONLY' � 1 ACK , \ 1 , \ \ 1 I FRESH AIR INTAKE SCHEDULE 40 PVS DRAIN LINES EXISTING AND PROPOSED CONDITIONS ONTHE CONSTRUCTION DOCUMENTS WITH \37.97 38.09 NEW POOL ODE FENC 84.0 TO EXTERIOR 3/4" PEX SUPPLY LINES THOSE AT THE SITE.ANY DISCREPANCIES � \ I \ 1 IL I C.O. NO WET VENTS PERMITTED MUST BE BROUGHT TO THE ATTENTION OF 1 00 <_ �- ;�4 THE ARCHITECT PRIOR TO COMMENCING � � 39.25 \ I 39'25 1 I 3'� CONSTRUCTION.THE CONTRACTOR SHALL ` I 24.5 39.35 •__NEW ON-GRADE\ I \\ 38.0 ! ,o ' O TO NEW SEWER SYSTEM G.C.TO VERIFY PIPE MATERIAL W/BLDG DEPT BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE PAVED POOL PATIQ I 1 I M CELLAR FLOOR WORK HAS COMMENCED,EXCEPT FOR II 1 \ I \ 1 1 1 o HIDDEN CONDITIONS WHERE APPLICABLE. \ I I I l NEW REAR YARD \�11 d rn 2.PROVIDE WOOD BLOCKING IN WALL RAISED DECK (70 NEW IN-GROUND RE II FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL 0 0 - - - 40.0 - i i I N SF COVERAGE) 14 POOL (800 SF i `\ \ 1 1 , PLUMBING RISER DIAGRAM BARS,TOILET PAPER HOLDERS,SHELVING CV COVERAGE) f' \ ! 1 3 ATTACHMENT,ROBE HOOKS,GRAB BARS, 1 039.5 , � �\ 1 �•�, ETC. \ I 1�9.36 NEW EGRESS 1 , I I \I 3.NO WORK TO COMMENCE UNTIL \ WINDOW WELL 46.9 I 1 BUILDING PERMIT IS ISSUES. Lj NEW STEPPING STONE 6`R\ 4' REAldllfflftb� R 1 I I Y 7'7 - I ' S 1 4.THESE PLANS COMPLY WITH THE 2020 GRAVEL FRONT WALKWAY EXISTING 1 STOR SETBACK I 1 \ � LOT COVERAGE CALC. INTERNATIONAL ENERGY CONSERVATION NEW FRONT STEPS I WOOD FRAME / r2 I CL ! \rn GROUND FLOOR =1,570 SF CODE. \ r�. / I 0 1 `�(+ FRONT PORCH - 145 SF DWELLING (1,570 1 9, ,('� I w REAR DECK 1 = 298 SF -to1NEW FRONT PORCH SF COVERAGE 1 / 1 1 \ SECTION. 110 NOTE: REAR DECK 2 = 70 SF UJI \ THE INFORMATION USED FOR THIS ADDITION - I I I J I f , ' \ BLOCK: 3 SITE PLAN WAS OBTAINED IN-GROUND POOL = 800 SF Ga 43.1 F.F. O I I M ! 1 I✓1 w \\ LOT: 1 DIRECTLY FROM THE SURVEY.(SEE SURVEY ATTACHED) TOTAL LOT COV. -2,883 SF NEW REAR YARD RAISED 1 �s 1 w I z \ O ZI I I M DECK (298 SF COVERAGE) I 1 1 w 142.0 , - -- f ' w\ / I / M \ I \ 1 j 1 \\ ZONING REQUIREMENTS FOR PRINCIPAL STRUCTURES IN ZONE "R-40" NEW AC AND POOL \ 1 / \ 1 1 v \ // EQUIPMENT LOCATION 3*5 1 �% \ 1 _ 1 ..i \ REQUIRED EXISTING/PROPOSED � / I/ 1 � I \ 1 o p 36.0 / 99.75' FRONT \ / Y NEW SIDE STOOP AND \ - - \ N ! 3 LOT AREA 40,0 00 SF MIN * 15,550.5 SF(EXISTING) / /1 STEPPING STONE 40. v SETBACK - - - y / I 4,0' WALKWAY 40, , 1 � REMOVE EXISTING N � 1 z I LOT WIDTH 150' MIN * VARIES(EXISTING) / \ 28.1' 40.82 1 RAISED DECK N W , (SHOWN AS DASHED LOT DEPTH 175' MIN * VARIES(EXISTING) IV I FRONT SETBACK 35' MIN(PRIMARY) 39.3'(EXISTING) y\ m cr ! \E STf1VG-P R 1\ 20' MIN (SECONDARY) 36.3'(EXISTING) 41.32 �r?O EXISTING FRONT PORCH m \ ,\\ 1 SIDE SETBACK 10' MIN(PRIMARY) 19.5'(EXISTING) - \ (145 SF COVERAGE) _I N _ ,., _ ... -- - -1 '� \ , 35' MIN(BOTH) N/A REAR SETBACK 35' MIN 46.9'(PROPOSED) EXISTING � � � / gUl p�tNG ENVELOPE rn .,,, ,,. ... --! -�. \,_, LIVABLE FLOOR AREA 850 SF MIN 1,570 SF(EXISTING) t�t�U A f?c DRIVEWAY - -- -' _ ." �ti_ _ _ - - - - - .�- \-.. .� FENCE 38.0 FLOOR AREA 2,100 SF+ 12.5%(5,550.5 SF) 1,570 SF(EXISTING) DRAWINGS SUBMITTED FOR �G2 oG0ELH0 ��9y/TF� I ACCESSORY STRUCTURE(POOL)ENVELOPE \ NEW POOL CODE _ - -- _ =2,793.8 MAX BUILDING PERMIT s �' 40.0 LOT COVERAGE 20%(3,110)MAX 2,883 SF(PROPOSED) 4✓ , ` 42.0HEIGHT 35' MAX TO RIDGE(PEAKED) 17'-4"(EXISTING FROM AVG GRADE) / _-_ _ - _ _ 25' MAX TO RIDGE(FLAT) N/A ��, 041714 / 138, 001 44.0 W NO WORK TO COMMENCE �r£OF t� .. ............ S 57042100" STORIES 2 1/2 STORIES 1 STORY(EXISTING) UNTILL BUILDING PERMIT IS / SKY PLANE 45D(STARTS AT 10'ABOVE COMPLIES:SEE ELEVATIONS RECEIVED NATURAL GRADE AT ALL POINTS PARALLEL OR ADJ.TO DWELLING) / I PROTECT INFO, ENERGY CODE COMPLIANCE STATEMENT SURVEYS / I ZONING REQUIREMENTS FOR ACCESSORY STRUCTURES IN ZONE "R-40" 1 THE HEREBY UNDERSIGNED NEWYOIRKSTATE REGISTERED , DESIGN PROFESSIONAL,STATE THAIr TO THE BEST , HE PLUMB / GAS MY / KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT, REQUIRED EXISTING PROPOSED PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC AND WITH THE 2020 NYSECCC SUPPLEMENT, / RISER DIA. 44.0 / FRONT SETBACK 35' MIN(PRIMARY) 99.75'(PROPOSED) 20' MIN(SECONDARY) 59.00'(PROPOSED) COPYRIGHT @ ALL DRAWINGS AND WRITTEN MATERIIAL APPEARING HEREIN SCALE: AS NOTED SIDE SETBACK 5' MIN 23.25'(PROPOSED CONSTITUTE THE ORIGINAL AND UNPUIBLISHED WORK OF THE N/A ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY REAR SETBACK 5' MIN 11.00' PROPOSED MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. (PROPOSED) PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WIRITTEN CONSENT. * EXISTING NON-COMPLIANT OWNERSHIP AND USE Of DOCUMENTS: SITE PLAN DRAWINGS AND SPECIFICATIONS,)AS INSTRUMENTS OF 1 PROFESSIONAL SERVICE,ARE AND)SHALL REMAIN THE SALE: 1"-10'-0" ZONING I N FO R Lill AT I 0 N PROPERTY OF THE ARCHITECT.THESE N ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES;THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUTf THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITTECTS MAD. DRAWN BY: DM CONSTRUCTION LEGEND E r- EXISTING CONSTRUCTION TO REMAIN CA) EXISTING CONSTRUCTION TO BE REMOVED LL1 A NEW 8"THICK POURED CONCRETE FOUNDATION WALL OVER NEW 8"THK X 16" 32'-2" EXISTING WOOD FRAME GROUND FLOOR WIDE CONCRETE FOOTING. 5/8"X 12" LONG 32'-2"EXISTING CONCRETE FOUNDATION WALLS ANCHOR BOLTS 12" FROM CORNERS AND -4 24'-6" 7'-8° PLACED AT 36"O.C. 24'-6" 7'-8" B1 NEW 2 X 6 WD STUDS @ 16"O.C.WITH at - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - -- REMOVE REMOVE 5/8"GYPSUM WALL BOARD ON INSIDE AND 1/2"CDX PLYWOOD ON EXTERIOR. VINYL SIDING W/R AND INSULATION AT — — — — — — — — — — — — — — — — — — — — — — — — — — — STUD CAVITY TO BE R-25 SPRAY FOAM E I R E INSULATION.SOLID WOOD BLOCKING @ MIDPOINT OF STUDS TYP. 16 MIDTOWN ROAD 02020 CARLE PLACE NY 11514 EXISTING GARAGE DOORS TO BE (631)-332-3021 1 REMOVED NEW 2 X 4 WD STUDS @ 16"O.C.WITH DM1,1@ARCHITECTSMAD.COM 5/8"GYPSUM WALL BOARD ON BOTH I I E SIDES.SOLID WOOD BLOCKING @ MIDPOINT OF STUDS TYP. I I I EXISTING EXTERIOR WOOD FRAME WALL TO REMAIN.EXTERIOR SIDING TO BE REMOVED AND REPLACED. NEW 2 X 6 WD STUDS @ 16"O.C.WITH REPLACE SUBSURFACE MATERIAL AS P2 5/8"GYPSUM WALL BOARD OR 1 1 ( REQUIRED.EXISTING INSULATION IN MOISTURE RESISTANT CEMENT BOARD IN WALL CAVITY TO REMAIN. BATHROOMS WHERE TILE IS TO BE I I I I INSTALLED.SOLD WOOD BLOCKING @ PROJECT MIDPOINT OF STUDS TYP. PI R I R i� II II II II r 0 - EXIST 4X4 WOOD POSTS ARE(2)2X4 WOOD POST RESIDENCE 04 NN o0o N EXIST NAILED TOGETHER OR STEEL COLUMN DOWN(SEE PLAN) I I I I R GARAGE I 100 0 4X4 WOOD POSTS ARE(2)2X4 WOOD POST 55 PINEWOOD ROAD E I NAILED TOGETHER OR STEEL COLUMN ABOVE CUTCHOGUE,NY I I I EXIST 2X6 RR(VIF) 03/2024 16"O.C.ABOVE (SEE PLAN) DATE: PROJECT NO. 3523007 EXISTING FOUNDATION WALLS AND 1 F FOOTING TO REMAIN. 1 r I EXISTING EXTERIOR WOOD FRAME 0 REVISION DATE WALL TO REMAIN.EXTERIOR SIDING TO Lo In /o�L r I EXISTING WOOD FRAME STAIRS 00 DOOR WIDTH&HEIGHT SUBMIT FOR BUILDING PERMIT 02/2024 \v^ — BE REMOVED AND REPLACED. 00 TO BE REMOVED. REPLACE SUBSURFACE MATERIAL AS N 2 E-SUBMIT FOR BUILDING PERMIT 03/2024 ( I I REQUIRED.EXISTING INSULATION IN EXISTING CONCRETE WALL AND R L— WALL CAVITY TO REMAIN. NEW DOOR, HARDWARE AND CASING 4 " STAIRS TO BE REMOVED. I �- �� �� �- �� v 25 3-0 23 — REMOVE EXISTING CONCRETE STEPS 6 I I I I IL - - - - - - - - - - - - - - - - - - - - - - - --� — _ — — — — REMOVE — — o _ o a a p REMOVE O NOTES: — 1 1.THE CONTRACTOR SHALL VERIFY ALL 3 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3z In w �— w EXISTING DOOR, HARDWARE AND CASING EXISTING AND PROPOSED CONDITIONS ON - - - — p I I I r '- O z DASHED LINE INDICATES G 3 0 z THE CONSTRUCTION DOCUMENTS WITH Q I I 12'-0" SAW CUT I E I Q =o WALL TO BE REMOVED p I —�I� 0 THOSE AT THE SITE.ANY DISCREPANCIES II cr MUST BE BROUGHT TO THE ATTENTION OF Z I 15'-2" 3'-8" I z R II I � � N O ELEVATION NUMBER =o1. W R w 1 THE ARCHITECT PRIOR TO COMMENCING O EXIST I I EXIST L'' Q BEDROOM BEDROOM �— a A300 CONSTRUCTION.THE CONTRACTOR SHALL I R 1 1 N N 4 DRAWING NUMBER I II BE RESPONSIBLE FOR DISCREPANCIES W 1 1 �ii w p 101 I 104 w o IL' NOT REPORTED TO THE ARCHITECT ONCE I 1 DASHED LINE INDICATES I I i( � O > -- rl t� 4� v O p o WORK HAS COMMENCED,EXCEPT FOR z I WALL TO BE REMOVED z o I O DETAIL NUMBER HIDDEN CONDITIONS WHERE APPLICABLE. O I I I I I I U 3 L� EXIST 2X8 CJ(VIF) 1 U EXISTING FOUNDATION WALLS AND C'3 O �' A3OO CD I I z 16"O.C.ABOVE z DRAWING NUMBER 2.PROVIDE WOOD BLOCKING IN WALL FOOTING TO REMAIN.Ln I I L I I FRAMING FOR ALL ACCESSORIES � ❑ EXIST 2X8 RR(VIF) � X I I X w L X INCLUDING BUT NOT LIMITED TO:TOWEL Ill I I I — w R 16"O.C.ABOVE W BARS,TOILET PAPER HOLDERS,SHELVING EXIST 2X10 FJ - - I II - CEILING HEIGHT-SEE PLAN ►n I I J EXISTING INTERIOR WOOD FRAME —' 1 I — — — — — — — '� — � _�� L I I� � 9'-0" ATTACHMENT,ROBE HOOKS,GRAB BARS, BO I I I WALLS TO REMAIN. I 16"O.C.ABOVE I I 60 I ETC. I EXIST I EXIST ROOM I I EXISTING CONCRETE CMU E R 3.NO WORK TO COMMENCE UNTIL A HOBBY BUILDING PERMIT IS ISSUES. UNFINSHED AREA I I I I PIERS AND CONCRETE EXISTING INTERIOR WOOD FRAME 0 10 E 002 I FOOTING TO REMAIN I WALLS TO REMAIN. EXISTING BATHROOM AND w BATHROOM FIXTURES TO BE 4.THESE PLANS COMPLY WITH THE 2020 EXIST ASH O REMOVED INTERNATIONAL ENERGY CONSERVATION I EXIST STEEL COLUMN WITH O BEDROOM EXIST T4 E CODE, LJ CONCRETE FOOTING TOR MAIN, I 1 w It 102 BATH I 106 - - DASHED LINE INDICATESq::oij)) • EXIST SLAB ON GRADE TO REMAIN - I O ❑ MI M WALL TO BE REMOVED M I I I o i co EXISTING WOOD FRAME STAIRS M o TO BE REMOVED. I ( I I EXISTING WOOD FRAME STAIRS I EXIST 1 — R�—�— I I I I I I '� I W rl 1 I I TO BE REMOVED. BATH I 7 I 003 DASHED LINE INDICATES w EXIST FLOOR ABOVE 1 0 \ w° SUN ROOM I EXISTING BATHROOM AND �a PLUMBING FIXTURES TO REMAIN E I EXIST 2X10 FJ I W 108 E®� NOTE 1: AND PROTECTED DURING I 16"O.C.ABOVE i EXIST R R ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO I I CONSTRUCTION. J I FR NT PORCH 1 F REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED Z I 1 EXISTING WOOD FRAME STAIRS I I I I � I I I 109 E UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED.TOO BE REMOVED. EXISTING MECHANICAL � E 8 I I DASHED LINE INDICATES EQUIPMENT TO BE REMOVED o 0 1 EXISTING KITCHEN CABINETS, WALL TO BE REMOVED 8 I ❑ FINISHES AND PLUMBING FWURES TO BE REMOVED. EXIST HEADER SCHEDULE KITCHEN 1 I - - - - - - — - -J EXIST 107 OPENING HEADER I EXIST2X10 F1 G I EXIST 2X10 FJ W w LIVING ROOM I I UP TO 4'-0" (2)2"X 8"WOOD 16"O.C.ABOVE 16"O.C.ABOVE O x 2 103 EXIST 2X8 CJ(VIF) EXISTING EXTERIOR WOOD FRAME 4'-0"TO 6'-0" (2)2"X 10"WOOD I I I 16"O.C.ABOVE WALL TO REMAIN.EXTERIOR SIDING TO 6'-0"T010'-0" (2)2"X 12"WOOD i I BE REMOVED AND REPLACED. I I EXISTING KITCHEN CABINETS, REPLACE SUBSURFACE MATERIAL AS - w I I EXIST 2X8 RR(VIF) "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER, w I D FINISHES AND PLUMBING I I REQUIRED.EXISTING INSULATION IN 4 ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A FIXTURES TO BE REMOVED. JJ 16"O.C.ABOVE w WALL CAVITY TO REMAIN. h "•` PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI, (R�� RCti I PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. ~V O PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. /� W/D HWH OIL I W SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS GO�,I HO ° DRAWINGS SUBMITTED FOR - - - - - - � �- - - - - - - � - - - -� —E - - - REMOVE REMOVE BAY WINDOW BUILDING PERMIT. NO S� w71,4 �o REMOVE WORK TO COMMENCE UNTIL �T£OF N - - - - - - _ J PERMIT ISISSUIED 4'-0" 28'-2" 1 5'-3" 5'-8" 17'-3" 4'-0" 28'-2" ENERGY CODE COMPLIANCE STATEMENT DEMOLITION 32'-2"EXISTING CONCRETE FOUNDATION WALLS I THE HEREBY UNDERSIGNED NEW YORKSITATEREGISTERED PLANS 32'-2" EXISTING WOOD FRAME GROUND FLOOR DESIGN KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENTF THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC AND WITH THE 2020 NYSECJCC SUPPLEMENT. COPYRIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE AND THE AME OR PART FOUNDATION / CELLAR DEMOLITION FLOOR PLAN GROUND FLOOR DEMOLITION PLAN ARCHITECT WITHOUT THE EWRITTAN CONSENT (OF ARCHITAY ECT. T. SCALE: AS NOTED DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUTTHEWRITTEN CONSENT IOf THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S da WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. SCALE: 1j4"- 1'-0" SCALE:1/4"= 1'-0" OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUIMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAIN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM CONSTRUCTION LEGEND E}-- EXISTING CONSTRUCTION TO REMAIN R}— EXISTING CONSTRUCTION TO BE REMOVED Lam! �A -- NEW 8"THICK POURED CONCRETE FOUNDATION WALL OVER NEW 8"THK X 16" 24'-6" EXISTING POURED CONCRETE FOUNDATION 8'-2"NEW WIDE CONCRETE FOOTING.5/8"X 12" LONG ANCHOR BOLTS 12"FROM CORNERS AND 4 4 4'-0" 4'-2" PLACED AT 36"O.C. CZ) A400 A400 B1 NEW 2 X 6 WD STUDS @ 16"O.C.WITH r --------------- -------- ------------------- ------------------- 5/8"GYPSUM WALL BOARD ON INSIDE 1 p p I AND 1/2"CDX PLYWOOD ON EXTERIOR. VINYL SIDING W/R AND INSULATION AT - STUD CAVITY TO BE R-25 SPRAY FOAM E i i 1 c%j INSULATION.SOLID WOOD BLOCKING @ NEW 2X10 F1 a I NEW 2X10 FJ I r A400 N MIDPOINT OF STUDS TYP. I I Nw I , 18 MIDTOWN ROAD 02020 I I 16"O.C.ABOVE x° 16"O.C.ABOVE I I I in cARLE PLACE NY 11514 DC1 R A RC HITECTSMAD.CO",1 E I I N wa j (631)-332-3021 I I � NEW 2 X 4WD STUDS @ 16"O.C.WITH NEW ` o I -------�- INSTALL NEW 12"DIA.CONCRETE PIERS P1 5/8"GYPSUM WALL BOARD ON BOTH CRAWLSPACE z c _ 1 13 48"DEEP W/#5 REBAR AS REQUIRED. SIDES.SOLID WOOD BLOCKING @ I 000 I a • NEW R-38 BATTS i/ N SEE DETAIL FOR MORE INFORMATION. MIDPOINT OF STUDS TYP. I I INSULATION IN FLOOR I w L N I I� EXIST SLAB ON GRADE TO REMAIN - I ~ CAVITY ABOVE I a I I � I I k¢ NEW STR STRINGERACQ NEW 2 X 6 WD STUDS @ 16"O.C.WITH "SIMPSON"METAL I F. i i a a of i is P2 5/8"GYPSUM WALL BOARD OR I 1 BRIDGING AT 1/3 SPAN TYP Lo I I a 3 c a MOISTURE RESISTANT CEMENT BOARD IN owz 1° o - w s x 2 X z 1 BATHROOMS WHERE TILE IS TO BE w a N 0 NEW 2X10 ACQ IN - — — PROJECT A300 I I o° "00 STRINGER W 4 A300 INSTALLED.SOLID WOOD BLOCKING @ PIRIR a o 31 I iz MIDPOINT OF STUDS TYP. C;) I I r__L -, K 5 I a NEW 2X10ACQ INSTALL NEW 8"DIA.CONCRETE PIERS 48" RESIDENCE N NEW 4X4X]/4 STEEL I i E o STRINGER DEEP W #5 REBAR AS REQUIRED.SEE 4X4 WOOD POSTS ARE 2 2X4 WOOD POST COLUMN OVER 36"X36"X18" I A400 I .I _ / ( ) I i x DETAIL FOR MORE INFORMATION. I I CONCRETE FOOTING I I I I N l i-------- NAILED TOGETHER OR STEEL COLUMN 18'-6" L- r-J 4'-4" I W I N DOWN(SEE PLAN) I i I z NOTE: I 1 _ NEW(2)2X10 ML _ I D I _ -- NEW POURED CONCRETE FOUNDATION d) NEW 8"THICK POURED CONCRETE BEAM FLUSH r---- t WALLS AND FOOTINGS TO BE CONNECTED TO Z I D I FOUNDATION WALL OVER NEW 8"THK X I j EXISTING FOUNDATION AND FOOTINGS w/#4 0 4X4 WOOD POSTS ARE(2)2X4 WOOD POST 55 PINEWOOD ROAD i I 16"WIDE CONCRETE FOOTING.5/8"X 12" 1 I REBAR @12"O.C.DRILL AND SET REBAR 6" Q NAILED TOGETHER OR STEEL COLUMN ABOVE CUTCHOGUE,NY LONG ANCHOR BOLTS 12"FROM f _ ___ NEW 2X10 ACQ FJ MIN INTO EXISTING FOUNDATION.FILL HOLES 0 (SEE PLAN) CORNERS AND PLACED AT 36"O.C. _ N' r-`' I 16"O.C.ABOVE HALFWAY W/"SET EPDXY-TIE BY'SIMPSON". = DATE: 03/2024 EXISTING FOUNDATION WALLS AND I I N 1 ____-- I REFER TO MANUFACTURES INSTRUCTION w PROJECT NO. 3523007 FOOTING TO REMAIN. I 1 � I- I O ti i ------- I 7'-8" NEW 22„ 6,-4„ 17„ w A w o REVISION DATE NEW WOOD STAIR 81/4"MAX i-� I I-------� W I 1 I 0 DOOR WIDTH&HEIGHT SUBMIT FOR BUILD INGPERMIT 02/2024 I I RISER AND 10"TREADS.36"TALL I L _______ 00 �� I I HANDRAIL ONE SIDE I J I --- l Z N 2 E-SUBMIT FOR BUILDING PERMIT 03/2024 5-0 NEW NEW 2X10 ACQ 0 1 a oQ ', �- ______ T ____ ' I _______ _______ p NEW DOOR, HARDWARE AND CASING u , "I I N w _ r- -� 3-O 2-O I I SIMPSON STRONG MASONRY x o ti 6/11 I I I I w - - w HANGER 71E TO MOUNT ML BEAM TO N w —I — I I O W1 A A I Z a a a 5 I I cv a A400 I ' I I I` I C v c� 0 6 I i EXISTING FOUNDATION WALL I 3'-11" 3'-1" j I C o w o w o w a Z r --- I L--------- z° I I IX x KI HE, ,.. L---�------------ w--- ------------ � 1-- ---_-- ------ I N cr N� Z D N `� `� cj NOTES: z -------, I ---- __--Z_ _IL w EXISTING DOOR HARDWARE AND CASING 1.THECONTRACTORSHALLVERIFYALL z --_---J R, i I 1 I F------ -------------------------- -- ------- ---- ----- ----- _ _ _ EXISTING AND PROPOSED CONDITIONS ON I I I NEW(2)2X10 ACQ Lo i I I I THE CONSTRUCTION DOCUMENTS WITH 1 I I I I I 1 36X80 2'-1" 3'-0" E I 7'-0" I I WD BEAM DROP I/ 00 w 3 I I I I I I NEW CRAWLSPACE ACCESS I I THOSE AT THE SITE.ANY DISCREPANCIES f- LI D 1 a a I MUST BE BROUGHT TO THE ATTENTION OF lw- 3 I I I I I I I °° I 1° 1 a o 1 I ELEVATION NUMBER ix w _ A400 I I I I I I I I IT X 3 2 I~ J o _ 1 THE ARCHITECT PRIOR TO COMMENCING U Z I I I I I ( I I �� N°g I°w �° p z - R I I I '. I I I I I NEW THERMALLY INSULATED �� m a A400 I I w A400 N I A3 O CONSTRUCTION.THE CONTRACTOR SHALL 0 Q I r: I . ' I I I I I DOOR INTO UNFINISHED AREA - a m I a N DRAWING NUMBER BE RESPONSIBLE FOR DISCREPANCIES 0 o I I 1 1 I I I cr 1 z o NOT REPORTED TO THE ARCHITECT ONCE w `1 A I L---� I I I I I 13'-1" z° 12'-1" * I a J NSW 2X10 ACQ FJ 3 1 I I I I I L}J I a z WORK HAS COMMENCED,EXCEPT FOR a 16"O.C.ABOVE 0 I I I I I �s t o 3 DETAIL NUMBER HIDDEN CONDITIONS WHERE APPLICABLE. -------1 I I I I NEW 8"THICK POURED CONCRETE 'I (;p: Z cfl I 1 I i I I FOUNDATION WALL OVER NEW 8"THK X 1L 1 I cS a I I DRAWING NUMBER 2.PROVIDE WOOD BLOCKING IN WALL L J I I I 16"WIDE CONCRETE FOOTING.5/8"x 12^ - EXIST P� I I W z I FRAMING FOR ALL ACCESSORIES H N 1 I I D , 1 I o INSTALL NEW 8"DIA.CONCRETE INCLUDING BUT NOT LIMITED T0:TOWEL I LONG ANCHOR BOLTS 12"FROM I 1 cV o I o BARS,TOILET PAPER HOLDERS,SHELVING X I CORNERS AND PLACED AT 36"O.C. I I HOBBY ROOM c; I w PIERS 48"DEEP W/#5 REBAR AS w L I I 1 j I 002 � I D I c REQUIRED.SEE DETAIL FOR MORE CEILING HEIGHT-SEE PLAN I I I INFORMATION. U? 1 1 D I L_ _J I x 9-O ATTACHMENT,ROBE HOOKS,GRAB BARS, ao NOTE: I I I i EXIST i 1 N ETC. NEW POURED CONCRETE FOUNDATION WALLS I I I I UNFINSHEDAREA E I 1 EXISTING CONCRETE CMU AND FOOTINGS TO BE CONNECTED TO I j I I EXIST 2X10 FJ I j z PIERS AND CONCRETE I 3.NO WORK TO COMMENCE UNTIL A EXISTING FOUNDATION AND FOOTINGS w/#4 I I I I 001 I FOOTING TO REMAIN I BUILDING PERMIT IS ISSUES. I 16"O.C.ABOVE REBAR @12"O.C.DRILL AND SET REBAR 6" I I I I o o I 1 Cy 0 a I MIN INTO EXISTING FOUNDATION.FILL HOLES j 1 I I '4° E a° HALFWAY w/"SET EPDXY-TIE BY'SIMPSON". I I I 1 N 3 I I 0 o 4.THESE PLANS COMPLY WITH THE 2020 REFER TO MANUFACTURES INSTRUCTION I I I EXIST 2X10 FJ M w w I I I N i INTERNATIONAL ENERGY CONSERVATION I j I 16"O.C.ABOVE T o m j N m l I CODE. I I i E3 I wa I I 3 E I I I 1 z I I EXIST STEEL COLUMN WITH I I ADD NEW 2X10 F1 WHERE 1 I I CONCRETE FOOTING TO REMAIN. I I I I L_ J EXISTING STAIR IS TO BE REMOVED I 1 �- EXIST 1 I I i E BATH EXISTING INTERIOR WOOD FRAME I WALLS TO REMAIN. 603 I I PROVIDE MIN 50 CFM EXHAUST I ri FAN TO EXTERIOR AS PER 2020 I 1 I I _ _ _ _ ��B_ _$� _ 1 I IRC SECTION R303.3.&M1507 ° I j N I j I I NEW(2)2X10 ML FLUSH BEAM NEW(2 2X10 L I a 0 I I n NOTE 1: FL EA o N EXIST STEEL COLUMN WITH I E EXIST 2X10 ACQ FJ N ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO I I I 16"O.C.ABOVE N I I REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED 1 CONCRETE FOOTING TO REMAIN. I j I I I p UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. I I E I I EXIST 2X10 FJ I I EXIST 2X10 FJ g l I z 3 I 16"O.C.ABOVE ; b ; 116"O.C.ABOVE I HEADER SCHEDULE I ® I EXISTING FOUNDATION WALLS AND I i I I I I I ° I I FOOTING TO REMAIN. I I NEW LISTED AND LABELED,WALL HUNG i 1 1 1 L- -J I I SEALED CONDENSING NATURAL GAS BOILER I ) I I EXISTING FOUNDATION WALLS AND I I AND HOT WATER HEATER AS PER G2404.3 OF I I I FOOTING TO REMAIN. ° I I OPENING HEADER 20201RC.PROVIDE 1 LAYER 5/8"GYP BOARD I 1 i D I 10° I 1----------------------- 2020 WALLS AND CEILING I j 1 N 3 W UP TO 4'-0" (2)2"X 8"WOOD I I I - EXISTING BATTS INSULATION ° , „ , „ „ „ CLEARANCES SHALL BE PROVIDED 1N I ABOVE TO REMAIN - F IL m j 4-0 TO 6-0 (2)2 X 10 WOOD ACCORDANCE WITH THE LISTING AND THE I I 1 1 `n p 1 6'-O"TO 10'-0" (2)2"X 12"WOOD MANUFACTURE'S INSTRUCTIONS I I I j • EXIST SLAB ON GRADE TO REMAIN I�"p j I 2 1 I 1 I D I 1 _ _ 2 "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. A3OO BOILER COMBUSTION AIR INTAKE IS 4"PVC 1 I I I I I EXISTING WASHER AND DRYER TO A3OO ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI.THROUGH WALL AND EXHAUST IS 4"PVC UP I I I I p I1 REMAIN AND BE PROTECTED DURING !R�GU a RIC THROUGH CHIMNEY I I 1 I I 1 1 PROVIDE TWO JACKSTUDS IF HEADER IS 3'-9"OR LARGER.CONSTRUCTION. PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. II HWH A I I ELHO I1 D I I 1 SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS-------IL---------- ----- -- --- ---- - -------------------- ------------� p I I I C . ___ _ DRAWINGS SUBMITTED FOR I I 1 I I w NOTE: BUILDING PERMIT. NO s>, 041714 �o I i I I i I Z E NEW POURED CONCRETE FOUNDATION WALLS AND FOOTINGS TO 1 _ I L I--J LJ I A p BE CONNECTED TO EXISTING FOUNDATION AND FOOTINGS w/#4 WORK TO COMMENCE UNTIL �TFOFNE`I� �--------- --� REBAR @12"O.C.DRILL AND SET REBAR 6"MIN INTO EXISTING PERMIT IS ISSUED ei '°: _: cn FOUNDATION.FILL HOLES HALFWAY w/"SET EPDXY-TIE BY L.____ __ "SIMPSON".REFER TO MANUFACTURES INSTRUCTION A 3'-9" 2'-O" NEW 8"THICK POURED CONCRETE ENERGY CODE COMPLIANCE STATEMENT CELLAR FOUNDATION WALL OVER NEW 8"THK X I THE HEREBY UNDERSIGNED NEW YORK!STATE REGISTERED 16"WIDE CONCRETE FOOTING.5/8"X 12" DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY FOUNDATION 14'-11" 5'-9" NEW 11'-6" LONG ANCHOR BOLTS 12"FROM KNOWLEDGE,BELIEF AND PROFESSIONAL,JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE PLAN CORNERS AND PLACED AT 36"O.C. 2020 NYSECCC AND WITH THE 2020 NYSECCC SUPPLEMENT. 32'-2"EXISTING POURED CONCRETE FOUNDATION COPYRIGHT U ALL DRAWINGS AND WRITTEN MATERIAL jAPPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE: AS NOTED DUPLICATED,DISTRIBUTED,DISCLOSED],OR USED IN ANY PROPOSED E L LA R/F U N DAT I PLAN MANNER WITHOUT THE WRITTEN CONSEN7F OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. SCALE: 1/4"= 1'-O" OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS]INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHIALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY(OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT TME SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM CONSTRUCTION LEGEND E�— EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED• A200 �v �— NEW 8"THICK POURED CONCRETE FOUNDATION WALL OVER NEW 8"THK X 16" 24'-6" RENOVATE EXISTING WOOD FRAME GROUND FLOOR 8'-6" NEW REAR DECK WIDE CONCRETE FOOTING.5/8"X 12"LONGANCHOR BOLTS 12"FROM CORNERS AND 18'-8" 5'-10" PLACED AT 36"O.C. v r . E B1 NEW(2)2X10 W4 B1 NEW 2 X 6 WD STUDS @ 16"O.C.WITH HEADER 5/8"GYPSUM WALL BOARD ON INSIDE AND 1/2"CDX PLYWOOD ON EXTERIOR. VINYL SIDING W/R AND INSULATION AT --------Am�g ----- - - STUD CAVITY TO BE R-25 SPRAY FOAM EXISTING EXTERIOR WOOD FRAME - RANGE HOOD MAX 36"REF �� N INSULATION.SOLID WOOD BLOCKING @ E WALL TO REMAIN.EXTERIOR SIDING TO 400 CFM 41-6„ 4,-0„ 0o MIDPOINT OF STUDS TYP. 18 MIDTOWN ROAD (V2020 BE REMOVED AND REPLACED. it CARLE PLACE NY 11514 REPLACE SUBSURFACE MATERIAL AS PROVIDE DUCT EXHAUST _ CARL PLACE NY 21 REQUIRED.EXISTING INSULATION IN TO EXTERIOR AS PER e--NEW R-38 CLOSED CELL SPRAY I 04 NEW 2 X 4 WD STUDS @ 16"O.C.WITH DM@ARCHITEGTSMAD.COM WALL CAVITY TO BE REPLACED WITH 2O20 IRCC M1503 FOAM OR BATTS INSULATION IN P1 5/8"GYPSUM WALL BOARD ON BOTH NEW R-25 CLOSED CELL SPRAY FOAM. ROOF CAVITY ABOVE - 0 4 _ NEW GUARDRAILS TO BE INSTALLED To MEET IRc 2020. SIDES.SOLID WOOD BLOCKING @ M N MIDPOINT OF STUDS TYP. CV ei NEW 4X4 WOOD POST DOWN U? O.C.WITH o� o= G E W NEW 2 X 6 WD STUDS @ 16" ---------------------- = I P2 5/8"GYPSUM WALL BOARD OR 1 _j D3 MOISTURE RESISTANT CEMENT BOARD IN DN 6R @ s" Q _ _ 1 BATHROOMS WHERE TILE IS TO BE 0 A300 x� N t° A300 INSTALLED.SOLID WOOD BLOCKING @ PROJECT N 0 = SIMPSON METAL _ N Z MIDPOINT OF STUDS TYP. BRIDGING @ 1/3 SPANIr M ABovETYP , M 4X4 WOOD POSTS ARE 2 2X4 WOOD POST RESIDENCE A400 N NAILED TOGETHER OR STEEL COLUMN W4 20'-0" 3'-6" - NEW WOOD DECKING STAIRS 81/4" DOWN (SEE PLAN) Q MAX RISER AND 10"TREADS.36" NEW % N TALL HANDRAIL ON BOTH SIDE DN GREAT ROOM 4X4 WOOD POSTS ARE(2)2X4 WOOD POST 55 PINEWOOD ROAD 108 N NAILED TOGETHER OR STEEL COLUMN ABOVE CUTCNOGUE,NY x 04 NEW 4X4 WOOD POST SEE PLAN O _ F22 REQD.GLAZE `i DOWN 10'19t -0" NEW ( )O PROV.GLAZE REAR DECK DATE: 03/2024 PROJECT NO.ILL. REQD.VENT 3523007 E io PROV.VENT NEW GUARDRAILS 18" 7'-O" 18° o REVISION DATE z - TO BE INSTALLED TO 00 " NEW WOODSTAIR8 4"MAX N X DOOR WIDTH&HEIGHT SUBMIT FOR BUILDING PERMIT 02/2024 MEET IRC 2020. I RISER AND 10"TREADS.36"TALL 0) N 2 E-SUBMIT FOR BUILDING PERMIT 03/2024 5-0 NEW 7 HANDRAIL ONE SIDE 3 W FRONT PORCH NEW DOOR, HARDWARE AND CASING A400 Q NEW PREFAB GAS FIREPLACE 6/11 2 NEW WOOD DECKING STAIRS 81/4" 5 m 3'-0" 2'-0" TO BE INSTALLED AS PER — — EGRESS MAX RISER AND 10"TREADS.36" 6 r MANUFACTURES A[100 A400 0 TALL HANDRAIL ON BOTH SIDE 0 WINDOW O SPECIFICATIONS Q O 0 00 1, J L_ _ _ LJ. NOTES: ------------------- -----------_-- e O 0 _ _ NEW(2)2X10 z z CV NEW(2)2X10 1.THE CONTRACTOR SHALL VERIFY ALL F= U DROP BEAM UPSET ML HEADER i DN 0 EXISTING DOOR,HARDWARE AND CASING EXISTING AND PROPOSED CONDITIONS ON NEW CONCRETE STAIR 81/4"MAX N RISER AND 10"TREADS.36"TALL x p 13'-2" 2'JO" 11'-4" E _ O THE CONSTRUCTION DOCUMENTS WITH HANDRAIL ON BOTH SIDE w 3 mI cV L THOSE AT THE SITE.ANY DISCREPANCIES 1 j p _ N A400 \\ NEW xai - NEW 1 ELEVATION NUMBER MHEARCHITUST BE ECTGHT TO THE ATTENTION P IORTOCOMMENCNGF z ,� 0 4R $" EXIST \ FOYER ,00 N�i in NEW 2 zo 0 1 CONSTRUCTION.THE CONTRACTOR SHALL PORCH 106 o 00 O DRAWING NUMBER A200 Lo DN x w�i 00 105 o O A201 A300 BE RESPONSIBLE FOR DISCREPANCIES W Z�I X 0 vq 0 (� WORKNOT EPORTED TO THE HAS COMMENCED,EXCEPT FORCHITECT CE in z 107 6'-1" /� 3'-6" �I ru t�D M N w E Y 3 00 0 (n 10.40 REQD.GLAZE DETAIL NUMBER HIDDEN CONDITIONS WHERE APPLICABLE. 18.5" 3'-8 3 4" P1 o 30.40 PROV.GLAZE W o z 1 p I U 05.40 REQD.VENT i x D2 � 0 ei _ _ 16.20 PROV.VENT z a X A300 DRAWING NUMBER 2.PROVIDE WOOD BLOCKING IN WALL CO NEW(2) X10 O W �y DROP B AM —`y ------------ -------- EXIST 2X8 CJ(VIF) W FRAMING FOR ALL ACCESSORIES NEW DECORATIVE FRONT PORCH CLOSET CLOSET _ � 16"o.c.ABOVE w a INCLUDING BUT NOT LIMITED TO:TOWEL COLUMN TO BE INSTALLED W/4 X 4 e > 60X80 „ �, \ Cy) z BARS,TOILET PAPER HOLDERS,SHELVING WOOD POST INSIDE OF COLUMN TO BE N- 9-11 2-11 13-8 04 _ O CEILING HEIGHT-SEE PLAN CONNECTED TO CONCRETE FOUNDATION 3'-0" 2'-0" rl \ W 9'-0" ATTACHMENT,ROBE HOOKS,GRAB BARS, WALL BELOW T PROVIDE MIN 50 CFM EXHAUST et (D ETC. z FAN TO EXTERIOR AS PER 2020 1 32X80 1 E , c ,o{ 00 Lo IRC SECTION R303.3.&M15O7 CV 3.NO WORK TO COMMENCE UNTIL A a ErI O N W vi�rl __ BUILDING PERMIT IS ISSUES. z WNEW II PROVIDE MIN 50 CFM EXHAUST FAN TO EXISTING EXTERIOR WOOD FRAME F=x x �+ \ a0 EXTERIOR AS PER 2020 IRC SECTION60 N w W2 BEDROOM 1 y x 4.THESE PLANS COMPLY WITH THE 2020 WALLTO REMAIN.EXTERIOR SIDING TO x 0 z a --- 00R303.3.&M1507CODE. BE REMOVED AND REPLACED. "'w NEVI/ a INTERNATIONAL ENERGY CONSERVATION REPLACE SUBSURFACE MATERIAL AS x I E X NEW BATH 1 BATH 2 REQUIRED.EXISTING INSULATION IN L04.76 52 REQD.GLAZE a x I \ W3 WALL CAVITY TO BE REPLACED WITH N 10 PROV.GLAZE c� E 104 NEW R-25 CLOSED CELL SPRAY FOAM. REQD.VENT 28X80EXISTING EXTERIOR WOOD FRAME 10 PROV.VENT _ WALL TO REMAIN.EXTERIOR SIDING TO P1 Z BE REMOVED AND REPLACED. REPLACE SUBSURFACE MATERIAL AS EXIST 2X8 CJ(VIF) `�\ M REQUIRED.EXISTING INSULATION IN E 16"O.C.ABOVE �'� �i � `�� WALL CAVITY TO BE REPLACED WITH E -1 \���a �1 1 1 NEW R-25 CLOSED CELL SPRAY FOAM. 60 CL °x w P1 / val fV o x 132X80 a 00 1 � NEW GUARDRAILS TO BE INSTALLED TO MEET IRC 2020. NN U)W NEW WC NOTE 1: -oho , EW(2)2X1 ,' X , 11 — 15-2' p HEADERM 2'j0" '1O" c°w M \1c�'_0'Y� jg A4OO ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED 00 T I UNTIL NEW STRUCTURAL MEMBERS;ARE INSTALLED. A400 NEW NEW R-38 CLOSED CELL SPRAY`—>< I , \ PROVIDE MIN 50 CFM EXHAUST FAN TO NEW DECORATIVE FRONT PORCH FOAM OR BATTS INSULATION IN 04 I i _ M. BEDROOM / EXTERIOR AS PER 2020 IRC SECTION COLUMN TO BE INSTALLED OVER ROOF CAVITY ABOVE - O ,��' ———1 i R303.3.&M1507 EXISTING 4 X 4 WOOD POST 100 a X 00 0 0) /� \\ B o" HEADER SCHIEDULE 14.88 REQD.GLAZE W i OPENING HEADER M 18.10 PROV.GLAZE N m i NEW �� �� iv o UP TO 4-0 (2)2 X 8 WOOD a¢ 07.44 REQD.VENT LL N g I f---I M. BATH 4-0 TO 6-0 (2)2 X 10 WOOD z eI I = xtr " " " " 17.10 PROV.VENT I 101 `�'o a o w O N o CNI z i I _i 6'-0"TO 10'-0" (2)2"X 12"WOOD 2 0 o N NEW 2X6 CJ NEW 2X6 CJ P1 I z Z Ix I O 3 x _ _ _ 2 "ML'(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. 50 H w W2 Z 16"O.C.ABOVE 16"O.C.ABOVE 2,8„ 9,_4„ Q A300 ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A A300 w pQ cV W2 PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI, 'r O PROVIDE TWO JACK STUDS IF HEADER IS 3'-9"OR LARGER. �R-0 ARC, 0 ri PROVIDE ONE JACK STUDS IF HEADER IS 3'-9"OR SMALLER. (p \\\ I M O TO c-I SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS Crj� GOE1 HQ 1 DRAWINGS SUBMITTED FOR ' O D4 D1 DN 4 B1 E NEW 4X4 WOOD POT BUILDING PERMIT. NO O 3R 8" 3 DOWN S WORK TO COMMENCE UNTIL �gT£p4j711y - - PERMIT IS ISSUED OF EXISTING WOOD BURNING TO A400 BE REMAIN.NEW GAS INSERT 5'-911 /LOG SET TO BE INSTALLED 3'-4 1/2" 1'-10 1/2" 1'-10 1/2 /15-4 1 2 AS PER MANUFACTURES „ ENERGY CODE COMPLIANCE STATEMENT GROUND SPECIFICATIONS. 4'-0" 5'-3" 5'-8" 17'-3" 10'-0"NEW REAR DECK I THE HEREBY UNDERSIGNED NEW YORIK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT'TO THE BEST OF MY FLOOR PLAN KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE 32'-2" RENOVATE EXISTING WOOD FRAME GROUND FLOOR PLANS AND/OR SPECIFICATIONS ARE IN(COMPLIANCE WITH THE 2020 NYSECCC AND WITH THE 2020 NYSECCC SUPPLEMENT. COPYRIGHT @ ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN 2 CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE: AS NOTED PROPOSED GROUND FLOOR PLAN A201 DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY C�� MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. SCALE: 1/4"= 1'-0" OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM CONSTRUCTION LEGEND �E -- EXISTING CONSTRUCTION TO REMAIN cooD 2 A200 OR — EXISTING CONSTRUCTION TO BE REMOVED LiJ 34'-2" EXISTING WOOD FRAME ROOF �q -- NEW 8"THICK POURED CONCRETE �' 3 FOUNDATION WALL OVER NEW 8"THK X 16" 2'-0" WIDE CONCRETE FOOTING.5/8"X 12" LONG • ANCHOR BOLTS 12" FROM CORNERS AND NEW 24'-6" 7'-8" PLACED AT 36"O.C. B1 NEW 2 X 6 WD STUDS @ 16"O.C.WITH 5/8"GYPSUM WALL BOARD ON INSIDE AND 1/2"CDX PLYWOOD ON EXTERIOR. VINYL SIDING W/R AND INSULATION AT STUD CAVITY TO BE R-25 SPRAY FOAM I INSULATION.SOLID WOOD BLOCKING @ I MIDPOINT OF STUDS TYP. 18 MIDTOWN ROAD CA12020 CAR LE PLACE NY 11514 (631)-332-321 NEW 2 X 4 WD STUDS @ 16"O.C.WITH DM@ARCHTECTSMAD.COM P1 5/8"GYPSUM WALL BOARD ON BOTH I SIDES.SOLID WOOD BLOCKING @ MIDPOINT OF STUDS TYP. I P2 D STUDS @ 5/8"GYPSUM WALL BOARD 00.R.WITH 1 MOISTURE RESISTANT CEMENT BOARD IN _ 1 1 EXIST2X6 RR(VIF) I w EXIST2X6 RR(VIF) BATHROOMS WHERE TILE IS TO BE PROJECi A3OO - 16"O.C.ABOVE w 16"O.C.ABOVE A3OO INSTALLED.SOLID WOOD BLOCKING @ P I R I R o MIDPOINT OF STUDS TYP. NEW 2X10RR I NEW 2X10RR RESIDENCE N I 4X4 WOOD POSTS ARE(2)2X4 WOOD POST SISTER EXISTING RR I X SISTER EXISTING RR N NAILED TOGETHER OR STEEL COLUMN CN I DOWN(SEE PLAN) � PITCH I Z PITCH F, 0 4X4 WOOD POSTS ARE(2)2X4 WOOD POST 55 PINEWOOD ROAD NAILED TOGETHER OR STEEL COLUMN ABOVE CUTCHOGUE,NY NEW ASPHALT ROOF I • NEW ASPHALT ROOF (SEE PLAN)SHINGLES OVER 30LB FELT SHINGLES OVER 30LB FELT DATE: 03/2024 AND ICE AND WATER SHIELD I AND ICE AND WATER SHIELD PROJECT NO. 3523007 WHERE REQUIRED - - I WHERE REQUIRED I 0 REVISION DATE x —DOOR WIDTH &HEIGHT SUBMIT FOR BUILDING PERMIT 02/2024 00 N 2 E•SUBMIT FOR BUILDING PERMIT 03/2024 Go �1400) NEW DOOR, HARDWARE AND CASING 3 4 I 5 . . ... 6 0 t ———— ——— ———— —— NOTES: p T 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING DOOR, HARDWARE AND CASING O EXISTING AND PROPOSED CONDITIONS ON Lu w ` ?I1 p I � THE CONSTRUCTION DOCUMENTS WITH a � o �q<<F I THOSE AT THE SITE.ANY DISCREPANCIES x a I Q ELEVATION NUMBER MUST BE BROUGHT TO THE ATTENTION OF 1 p O NEW RIDGE 0 a x w 16 1 1 THE ARCHITECT PRIOR TO COMMENCING O O 4 + C a ` I p CONSTRUCTION.THE CONTRACTOR SHALL A200 0 m Z (o 0 I 0 A201 A300 DRAWING NUMBER BE RESPONSIBLE FOR DISCREPANCIES 3 w �11 z 0 NOT REPORTED TO THE ARCHITECT ONCE z p I WORK HAS COMMENCED,EXCEPT FOR N NEW 2X10 RIDGE I II z 1 DETAIL NUMBER HIDDEN CONDITIONS WHERE APPLICABLE. u w / I A300 DRAWING NUMBER 2.PROVIDE WOOD BLOCKING IN WALL \ z FRAMNG FOR ALL ACCESSORIES INCLUDING I BUT NOT LIMITED TO:TOWEL M vq o w a vi Lo 50 00 a / ( CEILING HEIGHT-SEE PLAN BARS,TOILET PAPER HOLDERS,SHELVING bo 00 I 9'-0" ATTACHMENT,ROBE HOOKS,GRAB BARS, z ETC. In 0 Z � yO P�� I e /ZX I NEW ASPHALT ROOF 3.NO WORK TO COMMENCE UNTIL A / E� I SHINGLES OVER 30LB FELT AND ICE AND WATER SHIELD BUILDING PERMIT IS ISSUES. / I WHERE REQUIRED 4.THESE PLANS COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION NEW ASPHALT ROOF I CODE. SHINGLES OVER 30LB FELT AND ICE AND WATER SHIELD WHERE REQUIRED MI EXIST 2X8 RR(VIF) 00 EXIST 2X8 RR(VIF) I 16"O.C.ABOVE21 M 16"O.C.ABOVE I PITCH PITCH I y Fir I NOTE I: w �2r10 I ANY STRUCTURAL WALLS NOTED TO BE REMOVED,TO � p �<(F REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED 00 a ` I UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. 0 o 0 16 Z 400 W Z HEADER SCHEDULE g NEW 2X10 RIDGE I OPENING HEADER UP TO 4'-0" (2)2"X 8"WOOD x 4'-0"TO 6'-0" (2)2"X 10"WOOD z / I 6'-0"TO 10'-0" (2)2"X 12"WOOD O x > as X f"ii / I _ _ 2 "ML"(MICROLAM)DESIGNATION EQUALS LAMINATED VENEER LUMBER. A3OO N < / I A3OO ENGINEERED LUMBER TO BE MICROLAMINATED MEMBERS W/A ci PRODUCT GRADE OF 1.9E AND STRENGTH OF 2,650 PSI.PRO U C JACK STUDS IF HEADER IS 3'-9"OR LARGER. �P��� I PROVIDE ONE IDE OJACK STUDS IF HEADER IS 3'9"OR SMALLER. ,`� O 1 HO M /, SEE PLANS FOR ADDITIONAL FRAMING INSTRUCTIONS oG f / DRAWINGS SUBMITTED FOR p BUILDING PERMIT. NO 5�� 041714 .LO WORK TO COMMENCE UNTIL r£OF N PERMIT IS ISSUED 32'-2" EXISTING WOOD FRAME ROOF ENERGY CODE COMPLIANCE STATEMENT ROOF PLAN I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO TfHE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JiUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC AND WITH THE 2020 NYSE(CCC SUPPLEMENT. COPYRIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN 2% CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE SCALE: AS NOTED A201 DUPLICATED,DISTRIBUTED,DISCLOSED,IOR USED IN ANY P R O P OS E D ROOF PLAN MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. SCALE: 1/4"= 1'-0" OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR Al 3 PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: OM CENTRAL AIR-CONDITIONING NOTES: POWER LEGEND AIR CONDITIONING TYPICAL THROUGHOUT.ALL 120 VOLT/15AMP DUPLEX OUTLET Ua DUCTWORK TO BE INSULATED.AIR HANDLERS TO BE ON VIBRATION ISOLATORS. UNITS TO SPECIFIED BY HERS RATER(IF APPLICABLE).G.C.TO INSTALL S 1/2 SWITCHED 120 VOLT 1SAMP C.D WHOLE HOUSE ELECTRIC AIR CLEANERS IN ALL DUPLEX OUTLET SYSTEMS. GFCI 20 AMP/120 VOLT DUPLEX OUTLET REFER TO MANUAL D,J AND S FOR MECHANICAL ���((( DEDICATED GFCI PROTECTED SYSTEM SPECIFICATIONS(IF APPLICABLE). 20 20 AMP/120 VOLT DUPLEX OUTLET DEDICATED C..� FLOOR TO BE FED VIA DUCT WORK MOUNTED ON CEILING Q 120 VOLT A OUTLET-ONE OUTLET TO BE DEDICATED r------------------------------------------------------------------, DUCTWORK DRAWN IS DIAGRAMMATIC AND IS TO BE p p i SIZED BY GENERAL CONTRACTOR. DUCTWORK TO BE 120/20 120 VOLT/20 AMP DEDICATED I I INSTALLED TIGHT TO CEILINGS HARDWIRE SUPPLY I r---------------------------- ----------------------------� I 120 VOLT 15 AMP PLUMBING NOTES 120/0DEDICATED HARDWIRE SUPPLY TT 18 MIDTOWN ROAD (D 2020 I I i i PLUMBING FIXTURES AND FITTINGS TO BE SPECIFIED CARL[PIACENY11514 I i BY OWNER.VERIFY STYLE, MANUFACTURE,AND [631)-332-3021 240/3o 220 VOLT 30 AMP DEDICATED I I I / DM@ARCHITECTSMAD.COM I NEW I i p I_ HARDWIRE SUPPLY CRAWLSPACE R PRIOR TO ORDERING.G.C.TO PROVIDE ALLOWANCES 000 DIGITAL WALL THERMOSTAT BY"LUX" GC TO INSTALL 3/4 PEX SUPPLY LINES TYPICAL AND TM ----- GC PVC DRAIN AND VENT LINES. NO WET VETS ARE I I I I PERMITTED.GC TO INSTALL NO-HUB BELOW SLABS. (D TELEPHONE JACK-HOME RUN TO I I I I G.0 TO VERIFY WITH BUILD DEPARTMENT MATERIALS I I I 1 1 1 TELEPHONE PANEL OF I D I I I I PLUMBING TO BE USED. (CAT 3-4 PAIR) PROJECT INSPECTIONS: Tv CABLE TELEVISION JACK-HOME RUN TO TELEPHONE PANEL PIRIR k__ G.C. IS SOLEY RESPONSIBLE FOR OBTAINING (RG-6 CABLE) RESIDENCE-_4 PERMITS AND INSPECTIONS/SIGN OFFS FROM CABLE MODEM HOME RUN TO UNDERWRITERS. CM _j i i l TELEPHONE PANEL p GAS SUPPLY: (CAT 5-4 PAIR WIRE) --------d)i I I I l I I '------- I 55 PINEWOOD ROAD I D I I I BARBE UE RANGES,WALL OVENS DRYERS RECESSED 4"LIGHT FIXTURE I I 1 �------- I Q CUTCNOGUE,NY -I---- PROVIDE LENS AT CLOSETS&TUBS --- I GENERATOR AND ALL GAS FIREPLACES TO RUN ON GAS.G.C.TO RUN IRON PIPE TO APPLIANCES. DATE: I I Os SURFACE MOUNTED FIXTURE 03/2024 " i------I PROJECT NO. 3523007 I I 1 �_-----� I I I i 0 WALL MOUNTED LIGHT FIXTURE REVISION DATE I I I I -------- i L------------------ Q EXHAUST FAN TO EXTERIOR SUBMIT_SUBMIIRBUILUILDINGP R 03/2024 I i 2 E-SUBMIT FOR BUILDING PERMIT 03/2024 -- WALL SWITCH 4 I _ _ _-------------- -- --------- 5 CARBON MONOXIDE 6 I I I i i I I cM ALARM DEVICE � ...'- L----------L----------------- - � �---------------- I II 1 li SD ________________ SMOKE DETECTING ALARM DEVICE NOTES: 1.THE CONTRACTOR SHALL VERIFY ALL I I I I- �-I-------I I -- ------- J- J ------------- -_-- _-- ----------__ - _-'---- EXISTING AND PROPOSED CONDITIONS ON I I i I I I UC UNDER COUNTER LINEAR LITE.GC TO THE CONSTRUCTION DOCUMENTS WITH INSTALL ON SEPERATE CIRCUIT THOSE ATTHE SITE.ANY DISCREPANCIES sD CM 1 p I MUST BE BROUGHT TO THE ATTENTION OF ek I i 1 THE ARCHITECT PRIOR TO COMMENCING ELEC EXISTING ELECTRIC PANEL TO CONSTRUCTION.THE CONTRACTOR SHALL REMAIN. PANEL TO BE MOUNTED IN BE RESPONSIBLE FOR DISCREPANCIES / I I PANEL I I I I I I I i METAL STUD CAVITY OR TO I :_ L___ I i i i i , i I 1 i 24"X48"X3/4"WOOD PANEL ON NOT REPORTED TO THE ARCHITECT ONCE I I I I I I I I I CONCRETE WALL WORK HAS COMMENCED,EXCEPT FOR •, '` i t I I I I I HIDDEN CONDITIONS WHERE APPLICABLE. t LIGHT SWITCH TO CONTROL 2.PROVIDE WOOD BLOCKING IN WALL � 1 I I EXISTING LIGHTING FIXGTURES I I l I I p I r EXIST I I FRAMING FOR ALL ACCESSORIES HOBBY ROOM H VAC LEGEND INCLUDING BUT NOT LIMITED TO:TOWEL I E3 i BARS,TOILET PAPER HOLDERS,SHELVING 002 i I i ATTACHMENT,ROBE HOOKS,GRAB BARS, A/C REGISTER ON CEILING ETC. EXIST i I UNFINSHED AREA cR 3.NO WORK TO COMMENCE UNTIL A I ' � i I I I I i 001 i i 1 1 BUILDING PERMIT IS ISSUES. I I I I A/C REGISTER ON FLOOR 4.THESE PLANS COMPLY WITH THE 2020 � ON \� TM DIGITAL WALL THERMOSTAT BY"LUX" CODE.NATIONAL ENERGY CONSERVATION I I � Y� I I I I i I I I I I I T:4= I I I L -J EXIST BATH I I 0 33 I I I I i I i I I I I i I I I j1 - - - - - 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 NEW LISTED AND LABELED,WALL I I I HUNG SEALED CONDENSING I I I I I I I NATURAL GAS BOILER AND HOT r I j WATER HEATER AS PER G2404.3 I OF 2020 IRC.PROVIDE 1 LAYER I b I I j I j I 5/8 "GYP BOARD AT WALLS AND L I I I CEILING I j I j I D CLEARANCES AND ELECTRICAL I I I I CONNECTINOS SHALL BE PROVIDED W I I I IN ACCORDANCE WITH THE LISTING I I I I I AND THE MANUFACTURE'S I13 I I i I I INSTRUCTIONS I I 1 I ENERGY CODE COMPLIANCE STATEMENT I I I I I I D I i I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY I I I I KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE `� a �/1 I I I PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE ( {• R I 1 I 2017 NYSECCC AND WITH THE 2017 NYSECCC SUPPLEMENT. p i BOILER (: ) i i oGpE1 H0 M�9�T�C� I-----— I L---------- ----------------------J D I �1 —I 120,2o 120/20 D NOTE 1: L--------- -------- I I I I I I --------------------------- J ELECTRICIAN TO WIRE ALL DEVICES AND i I I I I j EQUIPMENT TO CODE. ELECTRICIAN TO VERIFY p41714 �0 ALL POWER REQUIREMENTS AT ALL EQUIPMENT L.J qr�OF N I L J L----------------J NOTE 2: CELLAR - 2 SWITCHES FOR A LIGHT REQUIRES 2 3WAY SWITCHES ELECTRICAL / -3 OR MORE SWITCHES FOR A LIGHT REQUIRES 2 3 WAYS SWITCHES AND A FOUR WAY IN BETWEEN. PROPOSED CELLAR/FOUNDATION ELECTRICAL PLAN CAN HAVE MANY FOUR WAY BETWEEN1fHETHREE WAYS. POWER PLAN 1 SCALE: 1/4"®1'-O" COPYRIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE SCALE: AS NOTED ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER(PROJECTS OR J.. PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM CENTRAL AIR-CONDITIONING NOTES: POWER LEGEND AIR CONDITIONING TYPICAL THROUGHOUT.ALL 120 VOLT/15AMP DUPLEX OUTLET C/7 DUCTWORK TO BE INSULATED.AIR HANDLERS TO BE 0 �­ - ON VIBRATION ISOLATORS. UNITS TO SPECIFIED BY C.-M) HERS RATER(IF APPLICABLE).G.C.TO INSTALL S 1/2 SWITCHED 120 VOLT 15AMP LEI,-1 WHOLE HOUSE ELECTRIC AIR CLEANERS IN ALL DUPLEX OUTLET SYSTEMS. GFCI 20 AMP/120 VOLT DUPLEX OUTLET REFER TO MANUAL D,J AND S FOR MECHANICAL DEDICATED GFCI PROTECTED SYSTEM SPECIFICATIONS(IF APPLICABLE). 20 20 AMP/120 VOLT DUPLEX OUTLET FLOOR TO BE FED VIA DUCT WORK MOUNTED ON DEDICATED CI CEILING (� 120 VOLT QUAD OUTLET-ONE OUTLET TO BE Q DEDICATED 20 AMP DUCTWORK DRAWN IS DIAGRAMMATIC AND IS TO BE SIZED BY GENERAL CONTRACTOR. DUCTWORK TO BE (� 120/20 120 VOLT/20 AMP DEDICATED C GF I INSTALLED TIGHT TO CEILINGS T HARDWIRE SUPPLY ' 36 REF --- --- --- �.-_ --- � PLUMBING NOTES 120/15 120 VOLT/15 AMP DEDICATED HARDWIRE SUPPLY 18/ MIDTOWN O n02D PLUMBING FIXTURES AND FITTINGS TO BE SPECIFIED CARLEPL PLACE BY OWNER.VERIFY STYLE, MANUFACTURE,AND 240/3o 220 VOLT/30 AMP DEDICATED (631)-332-3ECTSMAD.COM DM@A32-3021 COLOR PRIOR TO ORDERING.G.C.TO PROVIDE HARDWIRE SUPPLY ALLOWANCES I GC TO INSTALL 3/4 PEX SUPPLY LINES TYPICAL AND TM DIGITAL WALL THERMOSTAT BY"LUX" LL PVC DRAIN AND VENT LINES. NO WET VETS ARE LL ® 1 PERMITTED.GC TO INSTALL NO-HUB BELOW SLABS. TELEPHONE JACK-HOME RUN TO I -------- ------- G.0 TO VERIFY WITH BUILD DEPARTMENT MATERIALSO TELEPHONE PANEL ----- OF PLUMBING TO BE USED. I (CAT 3-4 PAIR) ( ` INSPECTIONS: TO CABLE TO TELEPHONE IPANEL ON K-HOME RUN PIJRI p 1" I� G.C. IS SOLEY RESPONSIBLE FOR OBTAINING (RG-6 CABLE) RESIDENCE CABLE MODEM HO SPERMITS AND INSPECTIONS/SIGN OFFS FROM UNDERWRITERS. TELEPHONE PANELME RUN TO I GAS SUPPLY: (CAT 5-4 PAIR WIRE) RECESSED 4" LIGHT FIXTURE 55 PINEWOOD ROAD BARBEQUE, RANGES,WALL OVENS, DRYERS, CUTCNOGUE,NY GENERATOR AND ALL GAS FIREPLACES TO RUN ON PROVIDE LENS AT CLOSETS &TUBS GAS. G.C.TO RUN IRON PIPE TO APPLIANCES. Qs SURFACE MOUNTED FIXTURE DATE: 03/2024 NEW PROJECT NO. 3523007 GREAT ROOM 0 WALL MOUNTED LIGHT FIXTURE REVISION DATE 108 Q EXHAUST FAN TO EXTERIOR fl-SUBMIT BMITFORBUILDINGPERMIT 02/2024 FOR BUILDING PERMIT 03/2024 WALL SWITCH 4 0 CARBON MONOXIDE 6 oy� cm ALARM DEVICE ---_ _ - sD SMOKE DETECTING ------------ ------ -- TES: ALARM DEVICE 1.THE CONTRACTOR SHALL VERIFY ALL DOUBLE EXIST NEW In UXISTING AND PROPOSED CONDITIONS ON C UNDER COUNTER LINEAR LITE.LiTE.GC TO THE CONSTRUCTION DOCUMENTS WITH PORCH FOYER i �s INSTALL ON SEPERATE CIRCUIT THOSE AT THE SITE.ANY DISCREPANCIES 107 -- 106 i MUST BE BROUGHT TO THE ATTENTION OF EXISTING ELECTRIC PANEL TO / \ 1 NEW THE ARCHITECT PRIOR TO COMMENCING BEDROOM 2 \ CNSTRUCO .THE CONTRACTOR s \ \ I ELEC\� REMAIN. PANEL TO BE MOUNTED IN 105 PANEL METAL STUD CAVITY OR TO BERESPON3IBNE FOR DISCREPANC ESALL 1 LED I , 24"X48"X3/4"WOOD PANEL ON NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR / p 1 CONCRETE WALL HIDDEN CONDITIONS WHERE APPLICABLE. CLOSET LL V i ���� e�� , I ------------ @ iOItl Y��—r / 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES , ,S \\_ � H VAC LEGEND INCLUDING BUT NOT LIMITED TO:TOWEL I BARS,TOILET PAPER HOLDERS,SHELVING \ / ATTACHMENT,ROBE HOOKS,GRAB BARS, TV AREA A/C REGISTER ON CEILING ETC. I [=E)= \ I 1 I 1 808 CR 3.NO WORK TO COMMENCE UNTIL A i F L GFC U A/C REGISTER ON FLOOR BUILDING PERMIT IS ISSUES. NEW sD cm I BEDROOM 1 g J = -i --i `�\\ ` R 4.THESE PLANS COMPLY WITH THE 2020 1 - INTERNATIONAL ENERGY CONSERVATION I ' 102 / - ' - TM DIGITAL WALL THERMOSTAT BY"LUX" CODE. NEW BANEW TH 1 BATH 2 \I 103 F IF 104 oSD T1 1 � W CM f r— i ------- I ice•_ \\ // QU ENis 1 \ / I SD CM `\\ Is 77 N W I � / \\ I M. BtOOM i V) I 1 0LED! LED! U I / PITCH � � � PITCH NEW\ M. BATH ENERGY CODE COMPLIANCE STATEMENT / I ITHEHEREBYUNDERSIGNED 101 NEW YORK STATE REGISTERED DESIGN PROFESSIONAL,STATE THATTO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE I \ � �UaR ti I � 2017 NYSECCC AND WITH THE 2017 NYSECCC SUPPLEMENT. 00 NOTE 1: V ,. G CI ELECTRICIAN TO WIRE ALL DEVICES AND EQUIPMENT TO CODE. ELECTRICIAN TO VERIFY fj, 041714 �O ALL POWER REQUIREMENTS AT ALL EQUIPMENT qrf QF NOTE 2: GROUND - 2 SWITCHES FOR A LIGHT REQUIRES 2!3WAY SWITCHES ELECTRICAL / -3 OR MORE SWITCHES FOR A LIGHT REQUIRES 2 3 WAYS SWITCHES AND A FOUR WAY INI BETWEEN. PROPOSED GROUND FLOOR ELECTRICAL PLAN CAN SAVE MANY FOUR WAY BETWEEN THETHREE WAYS. POWER PLAN 1 SCALE: 1/4"=1'-0" COPYRIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE SCALE: AS NOTED ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT, PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. OWNERSHIP AND USE OF DOCUIMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAC). DRAWN BY: DM CONSTRUCTION LEGEND V.) = � 1 ELEVATION NUMBER Y� A201 DRAWING NUMBER 1 2 (� A300 A300 1 DETAIL NUMBER A201 DRAWING NUMBER 16 16 LINE OF HURRICANE STRAPPING AS DETAILED ON DRAWING A-003 AND CD A400 16" A400 I A-004(TYPICAL ON ALL ELEVATIONS) CEILING HEIGHT-SEE PLAN h` . NEW ASPHALT SHINGLES OVER 30LB FELT.OWNER TO �— —SELECT ASPHALT SHINGLES NEW AZEK TRIM AND FASCIA TO BE PAINTED AS PER MATERIAL WQ NSHEET 18 MIDTOWN ROAD (P2020 Q CARLE PLACE NY 11514 C3 NEW AZEK BOARD AND BATTEN (631)-332-3021DM@ARCHITECTSMAD.COM W SIDING TO BE PAINTED AS PER Q MATERIAL SELECTION SHEET Q O - - - - - - ---- --- -- - - - - - - - - u. - 12 NEW MAIBEC SIDING.SEE W F— MATERIAL SELECTION SHEET a A400 11 FOR MORE INFORMATION O O = O A4OO O NEW ANDERSEN 400 SERIES PROJECT 00 WINDOWS AND DOORS. Q W4 Q W2 W2 RIR (7 u=J dl NEW 36"TALL HANDRAIL/ GUARDRAILS RESIDENCE op O DECORATIVE WOOD COLUMNS I 4X4 WOOD POST SEE STRAPPING DETAILS ON P36X80 DRAWING A-004 GROUND FIN. FLR. � _ 43.10' p, �y — — 55 PINEWOOD ROAD -- GRADE CUTCHOGUE,NY I -�41.32' — I I DATE: 03/2024 mm 39.60'— mm mmmmmmmmm m ® ® ® mmmmmmmmmm ® ® ® ® ® mmmm e�slFc� eacwa Fm ® m ® ® ■>! m ® m ® m ® ® ® m ® ammmmmammmmam ■® m � mmia ■�le� m ® ® mmm ■!� m ® ammmm PROJECT NO. 3523007 EXISTING BRICK CHIMNEY TO REVISION DATE GRADE I $ NEW CUSTOM WOOD II—NEW THIN STONE i i REMAIN AND BE PROTECTED SUBMIT FOR BUILDING PERMIT 02/2024 39 97' I ENTRY DOOR W/ CLADDING i i DURING CONSTRUCTION SIDE LIGHTS -SUBMIT FOR BUILDING PERMIT 09/2024 A400 I I I I 3 4 I I I I -.5.. ... ,.. I I ( I I I I I 6 I I I I ------------------------------------------------------------- ---LT--------------------- -------------------------------------------------------------------�----J ------------------------------------------------------------- ---L--------------------- --------------------------------------------------------------------I---- NEW FRONT PORCH NOTES: 1.THE CONTRACTOR SHALL VERIFY ALL EXIST FRONT PORCH EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH EXISTING WOOD FRAME DWELLING I THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL NNW BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE PRO POSED WEST ELEVATION WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. SCALE: 1/4"= 1'-0" 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING ATTACHMENT,ROBE HOOKS,GRAB BARS, ETC, 3.NO WORK TO COMMENCE UNTIL A BUILDING PERMIT IS ISSUES. 16 16" 4.THESE PLANS COMPLY WITH THE 2020 LINE OF HURRICANE STRAPPING AS INTERNATIONAL ENERGY CONSERVATION A4OO DETAILED ON DRAWING A-003 AND CODE. A-004(TYPICAL ON ALL ELEVATIONS) NEW ASPHALT SHINGLES ' OVER 30LB FELT.OWNER TO SELECT ASPHALT SHINGLES UJI NEW AZEK TRIM AND p 12 FASCIAO BE PAINTED AS PER MATERIAL W A4OO SELECTION SHEET 0 W NEW AZEK BOARD AND BATTEN O SIDING TO BE PAINTED AS PER MATERIAL SELECTION SHEET W Q O - - - - - - — — — — — — — DECORATIVE WOOD COLUMNS WITH CENTER 4' 4X4 WOOD POST SEE STRAPPING DETAILS ON W 0 � DRAWING A-004 _ 11 = SERIES A4OO WINDOWS AND DOORS. 2 0 aD pOQ NEW MAIBEC SIDING.SEE Lti W4 0 = 11 MATERIAL SELECTION SHEET w — FOR MORE INFORMATION O6i7fi NEW 36"TALL HANDRAIL/ M GROUND FIN. FLR. GUARDRAILS_ _ `r 43.10' NEW THIN STONE (`R�U 0 RC,y CLADDING ENERGY CODE COMPLIANCE STATEMENT \�'� I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED ■ m ® mmmammmmmm m s m mm m ammamm mm mmmmmmmmmmmmm .� y m m m m m m m m m m mmm m m mmmm m m mmmmmmm ■ DESIGN PROFESSIONAL STATE THAT TO THE BES T OF MY � 0 KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE �7 GRADE I GRADE 2017 NYSECCC AND WITH THE 2017 NYSECCC SUPPLEMENT. 38.09' 37.97' Q40 I I NOTE 1: �r£OF N I I I ANY STRUCTURAL WALLS NOTED TO BE REMOVED TO REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED r.L-------------------T 1-----------------------------------------------------------------L� UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. L ------------------1----------------------------------------------------------------- -j NORTH AND WEST COPYRIGHT© ELEVATIONS EXISTING WOOD FRAME DWELLING ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S PROPOSED ELEVATION WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. SCALE: 1/4"=1'-0" SCALE: AS NOTED OWNERSHIP AND USE OF DOCUMENTS: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM I CONSTRUCTION LEGEND t/V 1 ELEVATION NUMBER A201 DRAWING NUMBER 2 1 1 DETAIL NUMBER A300 A300 A 01 DRAWING NUMBER CEILING HEIGHT-SEE PLAN LINE OF HURRICANE STRAPPING AS I DETAILED ON DRAWING A-003 AND A-004(TYPICAL ON ALL ELEVATIONS) NEW ASPHALT SHINGLES OVER 30LB FELT.OWNER TO w SELECT ASPHALT SHINGLES 18 MIDTOWN ROAD &2020 Q EXISTING BRICK CHIMNEY TO CARLE PLACE NY 11514 (631J-332-3021 O REMAIN AND BE PROTECTED IO DM@ARCHITECTSMAD.COM w DURING CONSTRUCTION BE PAINTED AS PER MATERIAL Q SELECTION SHEET w Q O - - - - - - -- - - - - - - - - L • NEW MAIBEC SIDING.SEE Cw9 _ 11 T MATERIAL SELECTION SHEET CD CO FOR MORE INFORMATION O =w N 400 ERIES O A400 w3 PROJECT 00 WINDOWS AND DOORS W2 PIRIR RESIDENCE NEW 36"TALL HANDRAIL/ W _ � GUARDRAILS D3 M GROUND FIN. FLR. — `�' 43.10' -- -- --- --- --- - - 55 PINEWOOD ROAD NEW THIN STONE CUTCHOGUE,NY GRADE CLADDING 40 2' I I DATE: 03/2024 sae k-3 r ® ® ® a ® a ® aaa Asa ® w ® w � ® � ® m ® ® ® ® ® ® ® ® ® ® ® ® mom ® = ® - GRADE PROIECTNO. 3523007 -v 3 i I 38.091 REVISION DATE I A400 i - I SUBMIT FOR BUILDING PERMIT 02/2024 / - l-SUBMIT FOR BUILDING PERMIT 03/2024 I� ( -- ---- I 3 ti I I I 4 I I I 5 I I I I 6 — i I I - I — �--- ------------------ -----------------------------------------------------------------------4---- ----------------- --------------------------- -----------�, —1---- ------------------ --------------------------- ---------- NOTES: 1.THE CONTRACTOR SHALL VERIFY ALL NEW REAR DECK NEW REAR DECK EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH EXISTING WOOD FRAME DWELLING I THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING NNW CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE P R O P OS E D EAST ELEVATION WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. SCALE: 1/4"= 1'-0" 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING ATTACHMENT,ROBE HOOKS,GRAB BARS, ETC. 3.NO WORK TO COMMENCE UNTIL A BUILDING PERMIT IS ISSUES. 16" 16 4.THESE PLANS COMPLY WITH THE 2020 LINE OF HURRICANE STRAPPING AS + A400 INTERNATIONAL ENERGY CONSERVATION DETAILED ON DRAWING A-003 AND CODE. A-004(TYPICAL ON ALL ELEVATIONS) NEW ASPHALT SHINGLES OVER 30LB FELT.OWNER TO SELECT ASPHALT SHINGLES uJ cC EXISTING BRICK CHIMNEY TO < REMAIN AND BE PROTECTED 12 C7 DURING CONSTRUCTION w fk400 NEW AZEK TRIM AND FASCIA TO 0 BE PAINTED AS PER MATERIAL SELECTION SHEET u; DECORATIVE WOOD y_ NEW MAIBEC SIDING.SEE yl COLUMNS WITH CENTER 11 MATERIAL SELECTION SHEET 0 x 4X4 WOOD POST SEE L- FOR MORE INFORMATION STRAPPING DETAILS ON A400 CC O w DRAWING A-004 NEW ANDERSEN 400 SERIES F) 00 WINDOWS AND DOORS. 7C w NEW 36"TALL C7 2 Q T E NEW 36"TALL HANDRAIL/ HANDRAIL/ GUARDRAILS Lu O GUARDRAILS ` 1 D4 D1 �r c0 co GROUND FIN FLR. — — ` 43.10' GRADE n j NEW THIN STONE 41.32' i i CLADDING 11� GRADE ENERGY CODE COMPLIANCE STATEMENT �����HO I I 40.82 I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED ® ® , mmm ® ®® ® m m m ® !® ® ® ® m ®I® ® ® m ® ® w ® w m ® m w m m MIM M m ® A m ® m ® ® ® ® ® ® m ® ® ® ® ® ® ® e m e® - ® m ma ® S e ® m m m ® m ® ® m ® DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY I KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE 3 I PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2017 NYSECCC AND WITH THE 2017 NYSECCC SUPPLEMENT. 04t 714 L'+wd1 I � ----------a A400 I I NOTE I: �r£OF N I I ANY STRUCTURAL WALLS NOTED TO BE REMOVED)TO REMAIN OR TEMPORARY SUPPORTS TO BE INSTAILLED ri--------------------------------------------------------------------------J- UNTIL NEW STRUCTURAL MEMBERS AREINSTALLIED. SOUTH AND EAST (- --------------------------------------------------------------------------J NEW FRONT EXIST FRONT PORCH PORCH NEW REAR DECK ELEVATIONS COPYRIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE EXISTING WOOD FRAME DWELLING ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN MANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES ARCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSENT. PROPOSED SOUTH ELEVATION r SCALE: AS NOTED OWNERSHIP AND USE OF DOCUMENTS: SCALE: 1/4"=1'-O" DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS;OF (D PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE PROPERLY rl AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF ARCHITECTS MAD. A u 17 DRAWN BY: DM I CONSTRUCTION LEGEND 1 ELEVATION NUMBER A201 C.:)DRAWING NUMBER 1 DETAIL NUMBER ` NEW 2X12 ML RIDGE A2O1 DRAWING NUMBER p CEILING HEIGHT-SEE PLAN NEW R-38 BATTS OR CLOSED CELL liJ SPRAY FOAM INSULATION IN RR Q CAVITY Q — NEW(2)2X10 HEADER N SISTER EXIST 2X8 RR NEW (2)2XiO HEADER p — — — — — — — — 2XIR 1 R AND 8"NEW DECORATIVE WOOD COLUMNS WITH CENTER � 18 MIDTOWN ROAD CC`2020 � PLYWOOD SHEATHING AS 4X4 WOOD POST SEE STRAPPING DETAILS ON CARLE PLACE NY 11514 REQUIRED. DRAWING A-004 LLI 11 ri (631)-332-3021 p NEW DM@ARCHITECTSMAD.COM A400 GREAT ROOM EXISTING EXTERIOR WOOD FRAME NEW 36"TALL HANDRAIL/ 108 WALL TO REMAIN.EXTERIOR SIDING TO F GUARDRAILS NEW(2)2X12 ML BE REMOVED AND REPLACED. = DROPPED BEAM REP � NEW 2X10 ACQ FJ 16" LACE SUBSURFACE MATERIAL AS 11 Lu _ REQUIRED.NEW R-25 SPRAY FOAM _ A4OO O.C. FASTENED TO 2X10 INSULATION IN WALL CAVITY ACQ LEDGER W/WOOD NEW 2X10 FJ @ 16"O.C. et DECKING ABOVE. W/3/4"PLYWOOD TYP. M GROUND FIN. FLR. — 43.10' r _ - PROJECT w NEW PIRIR NEW(2)2X10 ACQ CRAWLSPACE / NEW R-38 BATTS OR CLOSED CELL SPRAY DROPPED BEAM > 000 FOAM INSULATION INFJCAVITY RESIDENCE ® ® , mm ol !�mmmmma ra va N&a m i 0111130ME3 Ca Kim m ummm EXISTING CONCRETE SLAB ON GRADE TO REMAIN 55 PINEWOOD ROAD 1 A400 EXIST CONCRETE FOUNDATION CUTCNOGUE,NY WALL OVER EXIST CONCRETE DATE: 03/2024 PROTECT N0. 3523 3523007 FOOTING TYPICAL �,. — — — - — --- - — — — — — — — — — — — — — — — — — — — — — F"T _ _ _ _ _ _ _ _ _ _ _ _ _ — — _ _ — — — —_ _ _ REVISION DATE — SUBMIT FOR BUILDING PERMIT 02/2024 2 [-SUBMIT FOR BUILDING PERMIT 03/2024 3 4 _. 5 6 NOTES: NEW REAR DECKS EXISTING WOOD FRAME DWELLING 1.THE CONTRACTOR SHALL VERIFY ALLEXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCING CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE P R O POS E D SECTION 1 WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. SCALE: 1/4 1'"= -0" 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL BARS,TOILET PAPER HOLDERS,SHELVING ATTACHMENT,ROBE HOOKS,GRAB BARS, ETC. NEW 2X10 RIDGE W/NEW 2X8 16 3.NO WORK TO COMMENCE UNTIL A RR AND 5/8"PLYWOOD A400 BUILDING PERMIT IS ISSUES. SHEATHING LAYOVER ROOF EXIST RIDGE TO REMAIN 4.THESE PLANS COMPLY WITH THE 2020 77, EXIST 2X8 RR(VIF)@ 16^D.C.w/ INTERNATIONAL ENERGY CONSERVATION ✓' NEW 5/8"PLYWOOD SHEATHING AS CODE. REQUIRED. W p - NEW 2X4 WOOD STUDS @ 16"O.C. W/ NEW 5/8"GYP BD AND NEW p 1/2"SHEATHING TYPICAL W (') NEW 2X6 CATHEDRAL CJ @ 16"O.C.FASTENED TO Lu _ EXISTING 2X8(VIF)RR NEW(2)2X10 HEADER •� NEW(2)2X10 HEADER CV EXIST 2X8 CJ(VIF)@ 16" er NEW(2)2X10 ML O.C.TO REMAIN. U. DECORATIVE WOOD COLUMNS WITH DROPPED BEAM EXISTING EXTERIOR WOOD FRAME w CENTER 4X4 WOOD POST SEE - EXISTING INSULATION IN CEILING WALL TO REMAIN.EXTERIOR SIDING TO p STRAPPING DETAILS ON DRAWING �.I CAVITY TO REMAIN BE REMOVED AND REPLACED. REPLACE SUBSURFACE MATERIAL AS 0 A-004 EXIST REQUIRED.NEW R-25 SPRAY FOAM PORCH NEW INSULATION IN WALL CAVITY ~ EXISTING EXTERIOR WOOD FRAME M. BEDROOM MN BATH WALL TO REMAIN.EXTERIOR SIDING TO 107 BE REMOVED AND REPLACED. 100 ioll NEW 36"TALL = REPLACE SUBSURFACE MATERIAL AS ovHANDRAIL/ 11 REQUIRED.NEW R-25 SPRAY FOAM EXIST 2X10 FJ @ 16"O.C. GUARDRAILS M GROUND FIN. FLR. INSULATION IN WALL CAVITY W/3/4"PLYWOOD TYP. A4OO � _ 43.10' - - - -- -- - - --- -- F• — rl GRADE n EXIST CONCRETE FOUNDATION 41.32' EXISTING INSULATION IN FLOOR WALL OVER EXIST CONCRETE GRADE CAVITY TO REMAIN FOOTING TYPICAL ® e , �1 *fi9 !"sRP�9 L� l �dlI E6Et?9 !!9 lf�l� lL� � mrl C-RsminIn I Ill I w m !! w !>!I m m m m m m m m m m m m m ® ® ® ® ® ® ® ® ! ® ® ® ® m m m m m m m m m m m m m eE>t ® e® mmmmmmm m m m m � EXIST(3)2X10 DROPPED BEAM EXIST 2X10 ACQ FJ 16" ENERGY CODE COMPLIANCE STATEMENT EXIST CONCRETE FOUNDATION -- EXIST CONCRETE FOUNDATION �E,00 - WALL OVER EXIST CONCRETE WALL OVER EXIST CONCRETE EXIST O.C. FASTENED TO 2X10 �� (i s FOOTING TYPICAL ACQ LEDGER W WOOD I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED FOOTING TYPICAL UNFINSHEDAREA E. DESIGN PROFESSIONAL,STATE THAT TO THE BEST OF MY y +� DECKING ABOVE. KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE .' EXISTING CONCRETE SLAB TO 001 PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE �-LM REMAIN 2017 NYSECCC AND WITH THE 2017 NYSECCC SUPPLEMENT. 041714 � NOTE 1: �T£OF r � . ANY STRUCTURAL WALLS NOTED TO BE REMOVED TO REMAIN OR TEMPORARY SUPPORTS TO BE INSTALLED UNTIL NEW STRUCTURAL MEMBERS ARE INSTALLED. SECTIONS NEW FRONT EXIST FRONT PORCH PORCH COPYRIGHT ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE EXISTING WOOD FRAME DWELLING NEW REAR DECK ARCHITECT,AND THE SAME OR ANY PART THEREOF MAY NOT BE DUPLICATED,DISTRIBUTED,DISCLOSED,OR USED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. PENALTIES SHALL APPLY WHEN USER DUPLICATES AFRCHITECT'S WORK,WITHOUT ARCHITECT'S WRITTEN CONSEENT. SCALE: AS NOTED OWNERSHIP AND USE OF DOCUMIENTS: PROPOSED SECTION 2 DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF • 2 PROFESSIONAL SERVICE,ARE AND SHALL REMAIIN THE SCALE: 1/4"= 1'-0" PROPERTY OF THE ARCHITECT.THESE DOCUMENTS AIRE NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE(PROPERLY AUTHORIZED BY CONTRACT,WITHOUT THE SPECIFIC'WRITTEN AUTHORIZATION OF ARCHITECTS MAD. DRAWN BY: DM C/. v •'r. STEEL GRATE ON HINGE Lj j �. a NEW 2X10 FLOOR NO ANCHOR BOLTS JOISTS @ 16"O.C. COPPER FLASHING AT LOCATION OF DOORS 7,r o " NEW 4"CONCRETE SLAB ON � G o GRADE W/10X10 W SOLID WD BLOCKING Z NEW 8"THICK CONCRETE 10" AND BLUESTONE FINISH f a g WINDOW WELL WALLS(OR NEW WOOD FRAME W PREFAB EGRESS WINDOW EXIST EXTERIOR WALL r WELL) �f .. . 1, •. 4"CONCRETE SLAB ING CONCRETE 6X6 ACQ WOOD POST 00 a "` SHELF STRAPPED O ADD ANCHOR BOLTS NEWLTUBE OLUTHK. THIN STEEL TUBE COLUMN W/ NEW(2)2X12 LVL ° NEW 16"WIDE STEEL STONE AT LOCATION OF TOP PLATE MEASURING DROPPED BEAM LADDER RUNG @ 12"O.C. °" ° DOORS 1/2"X 4"X 12" VERTICALLY.RUNGS TO BE s ; (4)1/2'DIA BOLTS MANUFACTURED POST `; 3"FROM CONCRETE WALL. EXIST CELLAR i/12 PITCH MIN AT •1 r CONNECTOR W/ANCHOR BOLT e' 5/8"ANCHOR BOLTS 18 MIDTOWN ROAD x,2020 '"y OFF CORNERS&SPACED 005 CARLE PLACE NY 11514 PERIMETER OF POST '.,' . AT 36"O.C. a NEW INSTALL STEEL BASE PLATE (631)-332-3021 CRAWL SPACE MEASURING 1/2"X 12"X 12'.DRILL DM@ARCHITECTSMAD.COM �• a T_ = c ® ' UNEXCAVATED EXIST CONCRETE • Q° .a D 001 AND SET ANCHORS INTO CONCRETE ° FOUNDATION WALL " W/"SET EPDXY-TIE BY-SIMPSON". I I • `z o •—COMPACTED FILL II II I a•I ,��I,;,;".' LL,J-� • o o� �"::�,"; •< REFER TO MANUFACTURES BOTTOM OF WELL TO BE z • - (4)#5 REBAR (I �I k f 3/4"CRUSHED BLUESTONE f a E • NEW 8"THICK POURED •` ( a INSTRUCTION !., II II EXIST SLAB a 12"OR 8"POURED PROVIDE 4"SDR DRAIN M o CONCRETE FOUNDATION (4)#5 REBAR " s II CONCRETE z VERTICAL& 4 #3 d x VERTICAL&(4)#3 O II• 1 CONCRETE PIER a PIPE PIPED = WALL • g HORIZONTAL CAGE y dd , " ' 'a • ' HORIZONTAL CAGE y d FOUNDATION ,•II .II f NEW CONTINUOUS "E Ia WALL ro a; •, a'. 4 EXIST CONCRETE FOOTING ° } v n CONCRETE FOOTING (4)5/8"X 12" ° II. .• �I,. °. f :°Q•.'..' -. e ANCHOR BOLTS COMPACTED I f ®a a-o° o o' '.'o COMPACTED COMPACTED FILL fI IL. COMPACTED J .' (3)#4 REBAR CONT.2" ° FILL I II• •' FILL FNEW OOT CONCRETE " PROJECT FILL • c 16" FROM BOTTOM PIRIR PIER DETAIL.(TYPICAL) EGRESS WINDOW WELL SECTION TYPICAL EXTERIOR STAIR DETAIL SEE ELEVATIONS FOR �1 GARAGE DOOR INCLOSURE FOUNDATION DETAIL (TYPICAL) STEEL COLUMN DETAIL RESIDENCE 1 2 3 NUMBER OF RISERS 4 5 — SCALE:1/2"-V.0" SCALE:1/2"-V-0" SCALE:1/2"-V-0" SCALE:1,/2"-V-0" SCALE:1/1-11 55 PINEWOOD ROAD CUTCHOGUE,NY DATE: 03/2024 PROJECT NO. 3523007 11/2"ROUND STEEL RAIL AT EXTERIOR AND REVISION DATE WOOD RAIL INTERIOR SUBMIT 02/2024 2 E-SUBMIT FOR BUILDING PERMIT 03/2024 � 3 o 4 i STAINLESS NOTE:SOFFIT OVERHANGS VARY IN ALL VALLEYS,GABLE,AND SOFFIT 5 _ TURNBUCKLE DEPTH.FASCIA BOARD TO BE AT SAME ENDS TO RECEIVE"GAF""WEATHER 6 3/4" I ` PLUMBING WET WALLS TO FALL ELEVATION ACROSS THE OVERHANGS WATCH"SELF ADHESIVE RUBBERIZED 11/2"DIAMETER TOP VENT COLLAR TO BE USED AS EXHAUST. I BETWEEN NEW FLOOR JOISTS TO ROOF MEMBRANE DIRECTLY TO NEW CEILING HARDWOOD ELIMINATE OVER CUTTING OF WOOD HANDRAIL T&G FLOOR (SL-D SERIES) I I NEW 2X8 ROOF PLYWOOD SHEATHING PRIOR A FLOOR JOISTS TO ACCOMMODATE INSTALLATION OF FELT PAPER AND 3/4"COX PLYWOOD PLUMBING CONNECTIONS RAFTERS @ 16"O.C. SUB FLOOR FLUE TO BE UL LISTED AND LABELED 1 SEE PLAN ROOF SHINGLES.TYPICAL NOTES: NOTES: WOOD FLOOR JOISTS @ 16"O.C. l / SLOPE VARY 1.THE CONTRACTOR SHALL VERIFY ALL (2)2 x 10 /:- F SEE ELEVATIONS EXISTING AND PROPOSED CONDITIONS ON HEADER REFER TO MANUFACTURES SPECIFICATION OUBLE WOOD FLOOR JOIST TYP 4"SPHERE NOT TO PASS THROUGH ROOF SHINGLES OVER 30LB FELT FASTEN PERTHE CONSTRUCTION DOCUMENTS WITH PLAN TO VERIFY ALL DIMENSIONS ANDCLEARANCES TO COMBUSTIBLE MATERIAL. MANUFACTURER SPEC.MIN 4 FASTENERS PER THOSE AT THE SITE.ANY DISCREPANCIES FRAMING DETAIL TYP DENT FCATION SIGNINEERED 00 CONSTRUCTION SIGN LOCATION: STRIP SHINGLE.OWNER TO SELECT SHINGLES. MUST BE BROUGHT TO THE ATTENTION OF REFER TO MANUFACTURES INSTRUCTIONS J3 SIGNS TO BE LOCATEDNEW 5/8"ADVANTECH SHEATHING THE ARCHITECT PRIOR TO COMMENCING FOR INSTALLING DOUBLE WALL EXHAUST SCALE:1/2"-V-0" ELECTRICAL METERPIPE. T-0^3o^rrn. oiAMeTEROF UNTED N X ONOR $ U TIO .THE CONTRACTOR SHALL MAJESTIC MERCURY THIS SYSTEM REQUIRES NATURAL GAS TO BE EXTERIOR WALL BEA(2)2X10 DROPPED BE RESPONSIBLE FOR DISCREPANCIES FIREPLACE PIPED TO UNIT. COLOR TO BENOT REPORTED TO THE ARCHITECT ONCE ADJACENT TO METER. OR EQUAL REFLECTIVE WHITE SIGN NOT TO OBSTRUCT WORK HAS COMMENCED,EXCEPT fOR IRE BLOCKING AS THIS SYSTEM WILL UTILIZE A DIRECT VENT METER NEW CONT.CENTER BEAD"AZEC"SOFFIT HIDDEN CONDITIONS WHERE APPLICABLE. SYSTEM TOP OF THE UNIT ALL PARTITIONS THAT ARE o0 0 / REQUIRED INSTALLED PARALLEL WITH FLOOR COLOR TO BE n REFLECTIVE RED 2.PROVIDE WOOD BLOCKING IN WALL PROVIDE FLASHING AND TERMINATION CAP JOISTS TO RECEIVE(2)FLOOR NEW 6"WHITE ALUMINUM AS REQUIRED. JOISTS BELOW PARTITION TYPICAL GUTTER W/3X4 LEADERS FRAMING FOR ALL ACCESSORIES 2 1 ELEVATION I SIGNS CAN BE TOP OF FLOOR OR 3/4"X 11/2"STEEL NEW VINYL OR WOOD AT ALL CORNERS SEE SPEC I SYSTEM TO INCLUDE REMOTE CONTROL,FAN PURCHASED ON PLATEFORM POSTS AT 48"O.C. BEAD BOARD SOFFIT INCLUDING BUT NOT LIMITED TO:TOWEL / I KIT,AND LOGS. WOOD FLOOR JOISTS @ 16"O.C. WWW.TRUSSID.ORG 2 X 6"WOOD FASCIA W/ BARS,TOILET PAPER HOLDERS,SHELVING FINISHED / FLOOR i 3/4"OAK TREADS h STAINLESS STEEL CABLE RAILSJ 1X6 VINYL CLAD FASCIA / AND POPLAR DOUBLE WOOD FLOOR JOIST TYP 47, 1" PANTONE(PMS)#187 NEW WOOD COLUMN TO BE ATTACHMENT,ROBE HOOKS,GRAB BARS, RISERS ANCHOR INTO I I INSTALLED.OWNER TO SELECT ETC. STRUCTURE COLUMN 3/4"PLYWOOD SUB 3.NO WORK TO COMMENCE UNTIL A 6 TYPICAL STAIR DETAIL FLOOR RISER @ TREAD& GAS BURNING FACTORY FIREPLACE (INSERT) FRAMING DETAIL TYP 10 PRE-ENGINEERED WOOD CONST ID SIGN GUARDRAIL DETAIL �1 COVERED PORCH DETAIL BUILDING PERMIT IS ISSUES, SCALE:1"-V.0. SCALE:NTS SCALE:1/2"-1'-0" SCALE:1/2"-1'-0" ` SCALE:N.T.S. \� SCALE:1/2"-3'-0" 4.THESE PLANS COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CODE. INSTALL 36"WIDE"GAF""WEATHER NOTE: DOOR PAN TO BE LEAD-COATED COPPER. PROVIDE WATCH"SELF ADHESIVE RUBBERIZED AND INSTALL FOR ALL EXTERIOR DOOR OPENINGS. ROOF MEMBRANE TO SHEATHING INTERIOR SIDE 5/8. NSpa \ PLYWOOD pK� SHEATHING -30L/ n AND ARCH INSTALL 26 GA ASPHALT EXTERIOR SIDE ALUMINUM VALLEY ROOF FLASHING 22"WIDE MIN SHINGLES OVER MEMBRANE 13 TYP VALLEY DETAIL TYPICAL DOOR PAN SCALE:NT5 "SIMPSON"STRONG TIE LSTA STRAP @ 16"O.C. NEW RIDGE BEAM.SEE FAN FOR SIZE AND FOR LOCATION CONT.RIDGE VENT "TYVEX"HOUSE WRAP OVER FLASHING WITH SIDING— 1"BAFFLES BETWEEN TOP OF NEW 2X8 ROOF RAFTERS116- INSULATION AND ROOF INSTALL 26 GA ALUMINUM O.C.SEE PLAN FOR LOCATIN SHEATHING FOR VENTILATION e,R�� A Rcy FLASHING AND COUNTER WHERE REQUIRED FLASHING AS REQUIRED 4" 5/8"COX WATERPROOF G ElHO 4� LEGS MIN PLYWOOD SHEATHING 'P ARCH ASPHALT ROOF SHINGLES � L 30LB FELT AND ARCH / / / \ TO MATCH EXISTING .i ASPHALT ROOF / 30 LB FELT UNDERLAY SHINGLES / / � t!J•Lw 5/8"PLYWOOD \ SHEATHING /// / \ �>q 041714 �p T£OF N 14 TYP FLASHING DETAIL 16 NON STRUCTRAL RIDGE DETAIL SCALE 11/2"-1'-0" SCALE:W1-I- CONSTRUCTION DETAILS SCALE: AS NOTED DRAWN BY: DM WI N IDOW AN ® E>OOF2 SCH E ® U LE (ANDERSE:N WINDOWS - 400 SERIES WINDOWS/CUSTOM WOOD DOORS) C!� UNIT UNIT UNIT SQ. FT. MAX. OPENING SQ, Fr, SQ. FT. NUMBER DESCR. ROUGH OPENING CL.OPN WIDTH HEIGHT GLASS VENT " C� QE W1 CXW14 3'-0 1/2" X 4'-0" 6.5 2513/16" 431/8" 8.1 7.6 E W2 CX245 5'-3 1/4" X 4'-5 3/8" 8.6 2511/16" 47 15/16' 18.1 17.1 L�,J QT W3 C13 2'-0 5/8" X 3'-0 1/2" 4.0 18 5/16" 311/16" 4.3 4.0 1 2 ®' OE W4 CXW245 6'-01/8" X 4'-5 3/8" 10.0 301/8" 47 15/16' 21.0 20.0 1 3 uz" a uz" I PRAY D1 FWI.12968A 2'-9" X 6'-8" - - - - - LOW DENSITE AFTE FOAM APPLIED AFTER h � WINDOW INSTALLATION D2 FWG6068 61-0"X 61-8" - - - - - STRETCH-N-SEAL STRETCH-N-SEAL WINDOW PAN FLASHING WINDOW PAN FLASHING WINDOW �— D3 HI9068SA 9'-0" "X 6'-8 - - - - - WOOD STUD ; STRETCH-N-SEAL D4 FWH2968S 2'-9" X 6'-8" - - - - - ( WINDOW PAN(LASHING 0D DRYWALL { WINDOW NOTES: I� PLYWOOD SHEATHING 1 MIDTOWN ROAD �'2020 8 ALL WINDOWS MEET PART R303 OF THE 2020 RESIDENTIAL QE EMERGENCY EGRESS OPENING (631)-332-3021 DM@ARCHITECTSMD. 514 CODE OF NEW YORK STATE BUILDING FOR LIGHT AND LRLE llAD. COM VENTILATION TQ TEMPERED GLASS 2 WINDOW SECTION A-A ALL EGRESS WINDOW HAVE A MIN CLEAR OPENING OF 5.7 SQ WINDOW CONTROL DEVICES REQUIRED FOR SCALE:1/2"-I-.' FEET. MIN OPENING HEIGHT OF 24 INCHES.AND MIN OPENING © OPERABLE WINDOWS WITH SILL HEIGHT TOP-SEAL TAPE WIDTH OF 20 INCHES AND MEET PART R310 OF THE CODE LOCATED LESS THAN 24 INCHES ABOVE FINISHED TOP-SEAL TAPE OVER-FLANGE TAPE FLOOR AND GREATER THAN 72 INCHES ABOVE OVER-FLANGE TAPE ALL WINDOWS AND DOORS TO BE ANDERSEN.G.C.TO VERIFY FINISHED GRADE. CONTROL DEVICES TO BE ALL ROUGH OPENING WITH DISTRIBUTOR.G.C.TO PROVIDE COMPLIANT WITH ASTM F 2090,WHICH WIL NOT SHOP DRAWINGS FOR ARCH APPROVAL PRIOR TO ORDERING REDUCE THE NET CLEAR OPENING AREA TO LESS PROJECT THAN REQUIRED FOR EMERGENCY. PIRIR ALL WINDOWS IN BATHTUBS,SHOWERS,STAIRWELLS, DOORS 3 4 LOW DENSITY SPRAY STRETCH-N-SEAL AND WITH IN 18"OF FINISHED FLOOR TO BE TEMPERED AS PER FOAM APPLIEDWINDOW PAN CODE SECTION R308 WINDOW INSTAALLATILLATI ON FLASHING BEYOND RESIDENCE e ALL WINDOWS AND DOORS OTHER THAN IMPACT GLAZED WINDOWS AND DOORS TO BE PROTECTED BY 1/2"PLYWOOD A STRETCH-N-SEAL �! PANELS.SEE DRAWING A16 FOR SPEC STRETCH-N-SEAL WINDOW PAN FLASHING WINDOW PAN FLASHING / 55 PINEWOOD ROAD ALL WINDOWS AND DOORS TO BE ORDERED WITH SDL GRILLS B J CUTCHOGUE,NY (IF APPLICABLE) A / DATE: 03/2024 PROJECT N0. 3523001 f� REVISION DATE TOP-SEAL TAPE WINDOW fE-SUBMIT LIMITFORBUILDINGPERMIT 02/2024 OVER-FLANGE TAPE FOR BUILDING PERMIT 03/2024 4 1 WINDOW DETAILS � WINDOW SECTION B-B s SCALE Vl-1'-0" SCALE:1/2"-V-0" ... - ..... NOTES: 1.THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED CONDITIONS ON THE CONSTRUCTION DOCUMENTS WITH THOSE AT THE SITE.ANY DISCREPANCIES 5'-31/4- 6'-01/8- 6'-0" 6'-0" MUST BE BROUGHT TO THE ATTENTION OF 3'-0 1/2" 2'-7 5/8" 217 5/6- 2'-0 5/8" 3'-01/W 3'-01/16" ]'-9" 3'-0" 3'-0" 3'_0. X-C" 3-1- THE ARCHITECT PRIOR TO COMMENCING CONST HE ACTOR BE RESPONSIBLE FOR DISCREPANCIES SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT REPORTED TO THE ARCHITECT ONCE WORK HAS COMMENCED,EXCEPT FOR HIDDEN CONDITIONS WHERE APPLICABLE. 2.PROVIDE WOOD BLOCKING IN WALL FRAMING FOR ALL ACCESSORIES INCLUDING BUT NOT LIMITED TO:TOWEL a M BARS,TOILET PAPER HOLDERS,SHELVING " ATTACHMENT,ROBE HOOKS,GRAB BARS, a a ETC. m 3.NO WORK TO COMMENCE UNTIL A BUILDING PERMIT IS ISSUES. m 4.THESE PLANS COMPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CV CODE. NM W W M M lV FINISHED FLOOR W1 W2 W3 W4 D1 D4 D2 D3 CXW14 CX245 C13 CXW245 FWH2968A FWH2968S FWG6068A FWH9068A CASEMENT CASEMENT CASEMENT CASEMENT SWINGING STATIONARY SLIDING SWINGING W (XX) (X) (XX) (X) (0) (OX) (OXO) Rcy H0 041714 �r£OF N WINDOW / DOOR SCHEDULE & ELEVATIONS I SCALE: AS NOTED DRAWN BY: DM