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HomeMy WebLinkAbout49991-Z �OP�g11fF01�'�OG Town of Southold 7/26/2024 P.O.Box 1179 o _ .1 53095 Main Rd � Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45397 Date: 7/26/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1080 N Field Ln, Southold SCTM#: 473889 Sec/Block/Lot: 71.4-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/5/2023 pursuant to which Building Permit No. 49991 dated 11/3/2023 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations to existing single family dwelling including first floor deck,roof deck, and finished basement (recreation room)as applied for. The certificate is issued to Donner,Marc&Halper,Ronnie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49991 7/1/2024 PLUMBERS CERTIFICATION DATED 6/10/2024 A PeorFAlmyroudi nAoizeeoi-gnature o�S�fFo��coG TOWN OF SOUTHOLD BUILDING DEPARTMENT AMENDMENT ' TOWN CLERKS OFFICE • SOUTHOLD, NY y�ol �a01 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#: 49991 Date: 11/3/2023 Permission is hereby granted to: Donner, Marc 205 W End Ave #23U New York, NY 10023- To: Construct additions and alterations to existing single family dwelling as applied for, with Trustees no jurisdiction letter. (*1/1112024 AMEN Permit:-to include finished basement as per plans provided. At premises located at: 1080 N Field Ln, Southold SCTM #473889 Sec/Block/Lot# 71.-1-17 Pursuant to application dated 7/6/2023 and approved by the Building Inspector. To expire on 5/4/2025. Fees: CO-ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $968.00 ELECTRIC $275.00 AMENDMENT TO PERMITo $487:50) Total: $1,780.50 L� Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT s TOWN CLERK'S OFFICE o . 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#: 4999.1 Date: 11/3/2023 Permission is hereby granted to: Donner, Marc 205 W End Ave #23U New York, NY 10023 To: Construct additions and alterations to existing single family dwelling as applied for, with Trustees no jurisdiction letter. At premises located at: 1080 N Field Ln, Southold SCTM #473889 Sec/Block/Lot# 71.4-17 Pursuant to application dated 7/6/2023 and approved by the Building Inspector. To expire on 51412025. Fees: CO-ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION'OR ALTERATION $968.00 Total: $1,018.00 Ic j Building Inspector ho��pF SO!/jyQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 iQ JameshAsoutholdtownny.gov Southold,NY 1 1 97 1-0959 Q�yCOm'�^� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Marc Donner Address: 1080 North Field Lane city:Southold st: New York zip: Building Permit#: 49991 Section: 71 Block: 1 Lot: 17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Harborview Electric Inc. Electrician: Chris Danin License No: 31745-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 62 Ceiling Fixtures 6 Bath Exhaust Fan 3 Service 3 ph Hot Water GFCI Recpt Wall Fixtures 8 Smoke Detectors 4 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 94 CO2 Detectors Sub Panel A/C Blower 2 gas Range Recpt Ceiling Fan Combo Smoke/CO 4 Transfer Switch UC Lights Dryer Recpt 1 gas Emergency Strobe Heat Detectors 1 Disconnect Switches 4p 4'LED Exit Fixtures Sump Pump Other Equipment: 1 fridge, 1 gas oven,2 dishwashers, 1 hood, 1 mini fridge, 1 washer, 1 gas dryer Notes: ADDITIONS AND ALTERATIONS Inspector Signature: LU Date: July 1, 2024 1080 north field In Hof so�Ty Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • Southold,NY 11971-0959 j V BUILDING DEPARTMENT JUN 2 1 boa TOWN OF SOUTHOLD WELDING DEPT. TOWN�'-;P SOI7TROI CERTIFICATION Date: Building Permit No. q ptoI q Owner: r'1 lease print) Plumber: C -_ lease 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 I day of 20 ANNIE E ESGRO NOTARY PUBLIC STATE OF NEW YORK SUFFOLK COUNTY LIC. ES5078083 Notary Public, County, COMM. E EXP.05/19/202027 �� f OF SO//Ty�lo # # TOWN OF SOUTHOLD BUILDING DEPT. I'OUo 631-765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 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/ [ ] RENTAL MARKS: eAl V� �eD DATE l ll v3 INSPECTOR OF 50Gly�lo - # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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: OA01 DATE INSPECTOR pf SOUTyOfo # TOWN OF SOUTHOLD BUILDING DEPT. °`ycouHrt e�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PL13G. [ ] 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: row DATE INSPECTOR OF SOUTyO� 1 l o g o Or C k u Fe-0 TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 I.-N-SPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [�C] ELECTRICAL (FINAL) [ ] CODE VIOLATION, [ ] PRE C/O [ ] RENTAL REMARKS: cr e °1" 61-lC-OLAV or Ptw h' f r �� b vl o aark m aow 00, coode-V-60rt lz�5avnp Kof y4al� AMA ©v► COA40-K5 jot- &�1) JV� a® i L ee 1, t hl e4 W-k+ ay. 3r--+ of s to 61,el DATE INSPECTOR OF SO(/Tyolo # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 4&lqciiI INSPECTION [ ] FOUNDATION 1ST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ ] ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION— [ ] PRE C/O [ ] RENTAL REMARKS: 1 V W Mvt, oy, m 6h LholLl DATEI INSPECTOR i�ii•�.�it _' �7. Q S d _ - f is iiit r 3 r ------ - -- - ( _ J ;- AY Ij ie- i------IA - �t�" ya 0n --- ------- ag3Eiy$fflO}� ` --i--- N M.11 4 � ���•Sy'RGl. u. �'/ SSsRR _ . --- ---7e1 ;'' �' 1 _-a lilfill ill I x 4 r - - i -t r 1 '6z.'a o 0 J�v uj cy � y rf. C~l� r1�'-( is _,�•�l_ h1 Y 4 Ki- ^I MirAli � � ._. ........ i� r{ i Jill v •i 0mwl� ��ort I , -r I M ILL: � MAY 1 5 2024 t VON 6 4 1 t 1 5 2024 r: • F�T ` r F o� POW r Sent from my iPhone i t r M AY 1 5 2024 12 f I 1 5 2024 Ii 4 R. i 10 MELD INSPECTION REPORT DATE COMMENTS •o FOUNDATION (IST) ------------------------------------- FOUNDATION (2ND) r z kl(JA412q 4 ,0 G MAW o z ROUGH FRAMING& �y PLUMBING r-- U C 1 A - 0 ww► cw_ ►c r r� INSULATION PER N.Y. y STATE ENERGY CODE O S VP" L FINAL f . �1 VV ADDITIONAL COMMENTS .1 c * c 0 !o /� o .3•l� 2 �/ltil in�l�de �is2ish,eol laase 1 7- - ,4rt ikA UAL � b I � z x x d b n �� 4�osufFoz r�oo TOWN OF SOUTHOLD—BUILDING DEPARTMENT ?r Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �y�o• a�� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtoLAM-gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. l Building Inspector: JUL 5 2023i _ r Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an PLT'tT;T)E1°TG DEPT. Owner's Authorization form(Page 2)shall be completed. Date:-6/28123 OWNER(S)OF PROPERTY: Name:Marc Donner & Ronnie Halper S.CTM# 1000-71-01-17 Project Address: 1080 Northfield lane, Southhold NY Phone#:646-462-3477 Email:Marc.Donner Gniail.com Mailing Address:263 Route_25A, Wading River, NY 11792 CONTACT PERSON: ame:Jam rarcri Na A - _----_------- --------------.---- Mailing Address:263 Route 25A Wading River,, NY 11792 Phone#:631-445-0838 Email:James.Ararcri@JamesNicholasBuilders,com DESIGN,PROFESSIONAL INFORMATION: Name:Robert James Higgins- Mailing Address:50 Hidden Acres Path,Wading_River,__NY 11792 -Phone-#-031-208-3351 . Email:Rarchibob aol.com CONTRACTOR INFORMATION: Name:James Nicholas Custom Home Builders Ilc Mailing Address:263 Route 25A Wading River,_NY 11792 Phone#:631-445-0838 Email:James.Ararcri@JamesNicholasBuilders.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition [--]Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $aso,000 Will the lot be re-graded? ❑Yes ii�No Will excess fill be removed from premises? ❑Yes ®No .1 PROPERTY INFORMATION- Existing use of property:Residential Intended use of property:NSA Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. B Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all'applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are, punishable as a Class A misdemeanor pursuant to Section 210.45 of the-New York State Penal Law. Application Submitted By(print na e):Ja Ararcri ®Authorized Agent ❑Owner Signature of Applicant: Date: 6/28/23 STATE OF NEW YORK) SS: COUNTY OF ) Jam 109. being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the0,0-7v (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 containetl in this application are true to the best of his/her knowledge and belief; and that the work will.be'•perfoi-med in the manner set forth in the application file therewith. Sworn before me this rJ day of JU�LA, 20a`3 u Notary Public Rebecca A. Lucak Notary Public, State of New'York PROPERTY AUTHORIZATION Reg. No. OILU6386882 (Where the applicant is not the owner) Qualified�in Suffolk County Commission-Ex'pires.02/04/2027 Marc Donner residing at 1080 Northfield lane, Southold NY do hereby authorize James Ararcri to apply on my beh�a o the TowZ old Building Department for approval as described herein. 6/28/23 Owner's Signature Date Marc Donner Print Owner's Name 2 l Glenn Goldsmith,President rjf S0U)�® Town Hall Annex 54375 Route 25 A. Nicholas Krupski, Vice President °�® ® P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples �® ® �® Fax(631) 765-6641 F. Es `'!�BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD OCT 2 7 2023 October 27, 2023 F igg gy I N1,Cs g {.M_'" Marc Donner Ronnie Halper 1080 Northfield Lane Southold, NY 11971 i RE: 1080 NORTHFIELD LANE, SOUTHOLD SCTM#: 1000-71-1-17 Dear Mr. Donner and Ms. Halper: = The Southold Town Board of Trustees reviewed letter of James Aracri received in this office on October 26, 2023 and the Survey/Site Plan of JM Land Surveying, received on October 26, 2023, and determined that the proposed second story addition and first and second story decks; are out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no.clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. - It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area 3 2 n between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Glenn Goldsmith, President Board of Trustees GG:dd suFl:oc,� c 0�0 OGy� BUILDING DEPARTMENT-Electrical Inspector r„ f TOWN OF SOUTHOLD oy !� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone(631) 765-1802 Y� Temporary Certificate # &O q Dat a, u.d O912023 Customer Name Mofe 1C, Electrician Name riJ L19 Address Mpg p 4e(dSrN114_(&4. Phone Cp3/. ,0 U • (,a![ e-mail e-mail k4o ov is lG , inc. d Phone License# Size oo A Phase I Overhead Underground #of Meters Remarks #of Underground Laterals 1 -2 New "H" Frame or Polel H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from lbedate above. Authorized by ` c, 1'EFf![x BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD ='G Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 p�` Telephone (631) 765-1802 - FAX (631) 765-9502 ,'$p� lamesh _southoldtownny.gov — seand(a-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Z Z Company Name: A&6&,t,U F Electrician's Name: License No.: Elec. email: Elec. Phone No: g Z t ❑I request an email copy of Certificate of Compliance Elec. Address.: 1?3 *rqkot AW mjgy /76, JOB SITE INFORMATION (All Information Required) Name: ,� Address: Cross Street: Phone No.: ( U Bldg.Permit#: WIV • email: Tax Map District: 1000 Section: 4173 Block: 71. — 7 Lot: - / BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square5getage Circle All That Apply: Is job ready for inspection?: hrNqO ❑Rou In Final t Ins 0Do you need a Temp Certificate?: 'S Issued On + tv, I Temp Information: (All in Service Size1P1'1Ph❑3 Ph Size: A # Meters�_ Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑underground-j6verhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION � IZ12L( 4 5 °Z) ve-C-4 ( b� 3( 9 c�uFFOL,�r`, BUILDING DEPARTMENT' Electrical Inspector ' �Gy TOWN OF SOUTHOLD o Town Hall Annex-c54375 Main Road - PO Box 1179' "' ►� Southold, New York 11971-0959 ©A.- �ap�� Telephone (631) 765-1802 - FAX (631) 765-9502 lamesh(cD-southoldtownnyaov -- seand(ccDsoutholdtownny.- ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Z Z Company Name: c}�,( ,c,u F Electrician's Name: License No.: Elec. email: ,4,L F Elec. Phone No: 3 Z ❑1 request an email copy of Certificate of Compliance Elec. Address.: 1'73 7- l fJ/76 ,t JOB SITE INFORMATION (All Information Required) Name: -yh ,L C Address: f psp „4 14 11111. Cross Street: Phone No.: Bldg.Permit#:_if??v - email: Tax Map District: 1000 Section: e&ELW 1 Block: QAXt Lot: - / BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square F 42v Circle All That Apply: Is job ready for inspection.. hN ❑Rou In 1 Vi5? Final Do you need a Temp Certificate?: S Issued On, ' I Temp Information: (All in Service SizeJPT-Ph❑3 Ph Size: A # Meters�_ Old Meter# ❑New Service❑Fire Reconnect❑Flood ReTcconoonnne�`c�ctt❑Service Reconnect❑Underground erhead # Underground Laterals 1 F2 H Frame Pole Work done on Service? Y DN Additional Information: PAYMENT DUE WITH APPLICATION C-4 PERMIT P -- Address: , l Switchest 4 "b"� G FI's Surface ' Sconces^ 6, H H's 6` �e� 6 l�`b� �r I �'� �� �I,��6 4``� �kA UC Lts Fans Fridge l HW Exhaust I Oven \j(,�� W/D u; Smokes DW l Mini I Carbon Micro Generator Combo l bl Cooktop Transfer aC AH Hood Service Amps Have Usec )pecial: :omments ,Lw G IOLkWCO J , 1 a )O R W 44-F(-1 6 p A rc 60 4\ �C\C1 q 1 ELEVATIONS SHOWN HEREON REFER TO NAVD 1988 Premises known as: Note: ALL SUBSURFACE STRUCTURES; UNAUTHORIZED ALTERATION OR ADDITION WATER SUPPLY, SANITARY SYSTEMS, TO THIS SURVEY IS A VIOLATION OF p�Hy JM afco BY JM # 1080 NORTHFIELD LANE DRAINAGE, DRYWELLS AND UTILITIES, SECTION 7209 OF THE NEW YORK STATE Add Proposed Improvements; Decks SHOWN ARE FROM FIELD OBSERVATIONS EDUCATION LAW. H CO FU DATE MAY 2023 & 2nd Story Addtion 10123123 AND OR DATA OBTAINED FROM OTHERS. COPIES OF THIS SURVEY MAP NOT BEARING rYTHE LAND SURVEYOR'S INKED SEAL OR 22\NORTHFIELD FINAL SURVEY APRIL 17, 2024 THE EXISTENCE OF RIGHTS OF WAY EMBOSSED SEAL SHALL NOT BE CONSIDERED P TO BE A VALID TRUE COPY. AND/OR EASEMENTS OF RECORD IF ANY, NOT SHOWN ARE NOT GUARANTEED. GUARANTEES INDICATED HEREON SHALL RUN Resi ONLY TO THE PERSON FOR WHOM THE SURVEY Afnlr _N_ e puaM water ND NpwDR fD rn IS PREPARED, AND ON HIS BEHALF TO THE 17.91 grovel f gravy RMFR'/ TITLE COMPANY, GOVERNMENTAL AGENCY AND OFSUSANiy, F LENDING INSTITUTION LISTED HEREON, AND 17.9g °f grovel ?4R w�NG i> TO THE ASSIGNEES OF THE LENDING INSTI- 1811 x concrete monument �� fence end TUTION. GUARANTEES ARE NOT TRANSFERABLE. ma7baX 50�30�Q®n f 0.3'N fence end x — on-line 18.12 17.71 � � ��' � edge of grovel x / ) If \o f /� PAW ; II I rail l / / all I I I 1.07 concrete r j I / �.' DR/WWAY l 1 17.95x I7.33 \� d% \\ 17.p9' landing 'rJ 1841 GF a x2 7 w I � entrance 4,0' I� 1.85 W7VD FA6 2 1,80 x oaf 1747 711 � I I 2.1' 10' 1 a LASS'Rednce es \water / it i / �\ 1 I r/ /I I A roofREA = 30�2fy SQ enrance 1.Isoveang 19.68 �9 0 6 xI83J --------- ACRES � tnk show wk b0o wrad WTAMD FL46 3masonry? DRY 19.6 1 I Porters 4 ccRFS/ NCU 6.361' 0' I 1.79 MASHIlir1 Ind StD I8� oryl 2.3' Deck g15 azebo wFrwm FMG 4/ / 1064' -- ----JUN 7 2024 17,63 1766 1.56 4 15 \ concrete --17--munt /lift i� p�h1499 Building Department 14. 68 x NVTAND ROW S Townof Southold /lei 1 / // // / ` 4`> 4 4 y4o�' 1.60 Me 11.79 x / x P�dfc 972 7.31 1.ss r \ x ��Now�R Fo N8?°30�pp"W RMFRIY OF Pry(/ W6TlAN0 FlA6 6 LA NADF[�N Final Survey IMFTIAND FlA6 7 of Property situated at Bayview �oF y WUMNDFMC Town of Southold P� ,�� Mil 0 3 — n LAND SURVEYING Suffolk County, New York V Mintoville@aol.com Tax Map #1000-71 -01 - 17 - SUBDIVISIONS O TITLE & MORTGAGE SURVEYS Scale 1 "= 30' April 17 2024 �2 p TOPOGRAPHIC SURVEYS 49866 J SITE PLANS GRAPHIC SCALE OLANosv� John Minto, L.S. Jacqueline Marie Minto, L.S. 30 0 15 30 60 120 LICENSED PROFESSIONAL LAND SURVEYOR LICENSED PROFESSIONAL LAND SURVEYOR NEW YORK STATE LIC. NO. 49866 NEW YORK STATE LIC. NO. 51085 Phone: (631) 724-4832 ( IN FEET ) P.O. Box 1408 Smithtown, N.Y. 11787 1 inch = 30 ft. AC40 Fo6/261 2023CERTIFICATE OF LIABILITY INSURANCE DAT023 D/YYYY) Lam' 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 Nicholas Zulkofske Brookhaven Agency,Inc. PHONE 631 941-4113 FAX 631 941-4406 100 Oakland Avenue,Ste 1 E-MAIL CustomerService brookhavena enc .com Port Jefferson NY 11777 INSURERS AFFORDING COVERAGE NAIC#' INSURER A: Evanston Insurance Company INSURED INSURER B: James Nicholas Custom Home Builders LLC INSURER C: 263 Route 25A INSURER D: Wading River,NY 11792 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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 ADD L SUB POLICY EFF POLICY EXP LTR vdvn POLICY NUMBER LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1 000 000 A CLAIMS-MADE OCCUR DAMAGE TO RENTED $3OO OOO X X MKLV1 PBC003405 05/09/2023 05/09/2024 MED EXP(Any oneperson) $5 000 PERSONAL&ADV INJURY $1 000 000 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE s2,000,000 POLICY JECT LOC PRODUCTS-COMP/OP AGG $2 000 000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT(Fa mkignt) $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY UMBRELLA LIAB OCCUR EACH OCCURRENCE EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED I I RE E TION $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETORIPARTNER/EXECUTIVE❑ N 1 A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIO S below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Town of Southold is included as additional insured CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54375 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1171 Southold,NY 11971 AUTHORIZED REPRESENTATIVE <BS> ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD f Meyer, Nancy From: Meyer, Nancy Sent: Tuesday,August 15, 2023 4:18 PM To: james.aracri@jamesnicholasbuilders.com' Subject: 1080 Northfield Lane Good afternoon James, I am reviewing the plans and building permit application for the Donner-Halper addition. Please note,there are, additional permits needed as well as information in order to review this for a building permit. -First,the proposed addition does require variances,for both the front yard setback as well as the side; additionally, GFA calculations were not given-on the drawings,therefore I can not determine yet if a variance will also be needed for floor area. Your architect will have to provide those calculations in order for us to review them for compliance. Keep in \^ mind,your allowable GFA is going to be limited to the buildable area only;the portion of land located within the marsh \ or edge of waterline may not be used for property area. This area should be differentiated on the site plan. \\i -Trustees approval or non-jurisdiction letter from their office is needed. -Suffolk County Health Department approvals for a new sanitary system; since the home is increasing in room count and was built prior to 1973, approval from their office is required. Please provide the GFA calculations and documents so we can determine if the scope of the project is within the limits of the code. Upon review of those,we will be"able to issue the necessary notice of disapproval so you can move forward with the variances. If you have any questions,feel free to reach out to the building department. Thank you, .Fancy Meyer Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 72vs -e--s Generated by REScheck-Web Software Compliance Certificate Project 1080 Northfield Lane Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1080 Northfield Lane james aracri robert higgins architect Southold, NY Almas Construction 50 hidden acres path rte 25A wading river, NY 11792 Wading river, NY Compliance: Passes using i trade-off Compliance: 2.5%Better Than Code Maximum UA: 118 Your UA: 115 Maximum SHGC: 0.40 Your SHGC: 0.30 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 Cant. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 704 38.0 0.0 0.030 0.026 21 18 Wall: Wood Frame, 16" D.C. 1,030 21.0 0.0 0.057 0.060 50 53 Door: Glass Door(over 50% glazing)SHGC: 0.30 20 0.300 0.320 6 6 Window:Wood Frame 127 0.300 0.320 38 41 SHGC: 0.30 Compliance Statement. The proposed building design described here is c istent with the building plans, specifications, and other calculations submitted with the permit application.The proposed build' as been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web a o ly with the mandatory eq it d i zk Inspecti72�1 Checklist),-Z, ROBERT DAME _ S ARChli'FE� �j � Name-Title Sign �qy �y®yam DatA it I 0790A® OF N Project Title: 1080 Northfield Lane Report date: 06/23/23 Data filename: ' 'Page 1 of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% 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. SectlOn "r # Pre Inspection/Planteview Plans VerifiedFietd Verif ednGom P ttes2 ,c Comments/Assumptions =tie lD yl Vatue Value ti r -Y x �_• t ,. 103.1, Construction drawings and X r ❑Complies / ;Requirement will be met. 103.2 Idocumentation demonstrate ❑Does Not i IPR111 energy code compliance for the a 01 building envelope.Thermal z x s' ;❑Not Observable ; envelope represented on K,b n )❑Not Applicable ;construction documents. 103.1, lConstruction drawings and F -❑Complies ;,Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403'.7 energy code compliance for [PR3]1 f lighting and mechanical systems t 9a❑Not Observable Systems serving multiple } L r❑Not Applicable 104 I dwelling units must demonstrate compliance with the IECC k,: k jCommercial Provisions. Heating and cooling equipment is; Heating: Heating: ;❑Complies ;Requirement will be met. ,403.7�r�iIsized per ACCA Manual S based I Btu/hr + Btu/hr :❑Does Not on loads calculated per ACCA 2 t'� p Cooling: 1 Cooling: l❑Not Observable z.,..� ,r'.Y:;.,Manual J or other methods Btu/hr Btu/hr -,-=y''3 approved by the code official. I ;❑Not Applicable ; •,v,' v 1 1 1 A Additional Comments/Assumptions: • 1 1 High Impact(Tier 1) 2'Medium Impact(Tier 2) 43, Low Impact(Tier 3) Project Title: 1080 Northfield Lane Report date: 06/23/23 Data filename: Page 2 of 9 4 `0!bP0!,_aMR0A_ r? protective covering is installed to OComplies I Requirement will be met. [FO,III protect exposed exterior insulation flDoes Not and extends a minimum of 6 in. below IoNot Observable grade. 1ONot Applicable Snow-and ice-melting system controls 10complies 'I Requirement will be met. EFOI installed. E]Does Not IE]Not Observable 1 1EINot Applicable 1 Additional Comments/Assumptions: I High Impact(Tier 1) IMedium Impact(Tier2)_ 3 Low impact(Tier�3) Project Title: 1080 Northfield Lane Report date: 06/23/23 Data filename: Page 3 of 9 ` ' ' ` ' / Project Title: IO8O Northfield Lane Report date: 06/23/23 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2" Medium Impact(Tier 2) 1, ILow Impact(Tier 3) Project Title: 1080 Northfield Lane Report date: 06/23/23 Data filename: Page 5 of 9 7 - g °Plans Verified1� Elcom All installed insulati6n is labeled plies :Requirement will be met. VN131 , or the installed R-values E]Does Not provided. []Not Observable ONot Applicable 402.1.1, lWall insulation R-value. If this is a:. R- R- ;E]Complies .;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood Wood !E]Does Not table for values. 402.2.6 wall insulation on the wall I E] mass El Mass ![]Not Observable [IN3]1 4exterior,the exterior insulation E] Steel E] Steel ElNot Applicable requirement applies (FRIO). 303.2 I Wall insulation is installed per 1komplies Requirement will be met. manufacturer's instructions.[IN4]1 Does Not E]Not Observable 1 MM.t Annli,.hl. Additional Comments/Assumptions: I High Impact(Tier 1) 1,kr,'2t]Medium impact(Tier 2) Low Impact(Tier 3) Project Title: 1080 Northfield Lane Report date: 06/23/23 Data filename: Page 6 of 9 ` / ' � Project Title: lOOO Northfield Lane Report date: 06/23/23 / / / ' Project Title: lO8O Northfield Lane ' Report date: 06/23/23 ,Sec Plans.Verifie-d,'� .`,�.Fliell&Verified !- Von PComments/Assumptions Fiki(Ilkspecti n. ro Jsions,�.. 363'.- Manufacturer manuals for ':-,'Elcom plies :Requirement will be met. Value Value x LAI& [FII,8]3 % mechanical and water heating ElDoes Not systems have been provided. -,E]Not Observable EINot Applicable Additional Comments/Assumptions: I High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: 1080 Northfield Lane Report date: 06/23/23 Data filename: Page 9 of 9 �J( 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.30 0.30 CoolingHeating & Heating System: Cooling System: Water Heater• Name•, Date: Comments REScheck Software Version e REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% 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 & Req.l® 103.1, ;Construction drawings and ; ❑Complies :Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PRI]1 energy code compliance for the !. building envelope.Thermal ❑Not Observable envelope represented on i ❑Not Applicable construction documents. ? • >,;;`. , 103.1, Construction drawings and ❑Complies :Requirement will be met. 103.2, documentation demonstrate f ❑Does Not 403.7 energy code compliance for j [PR3]1 !lighting and mechanical systems. r ❑Not Observable 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 Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: Manual j or other methods ❑Not Observable Btu/hr Btu/hr approved by the code official, []Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1080 Northfield Lane Report date: 06/23/23 Data filename: Page 2 of 9 James Nicholas Custom Home Builders, LLC 263.Route 25A IIII!111!II IIIIIII Wading River, NY 11792 JAMES NICHOLAS C U 5 T O M H O M E B U I L D E R 5 Name/Address 5 2023 Estimate Marc&Ronnie Donner '� 205 West End Ave Date Estimate# Appartment 23U BLUD G DEPT. New York,NY 10023 6/28/2023 5X Project 1080 Northfield Renovation Description Qty Rate Total Procurement&Contracting Requirements Survey-Reimbursable 1,200.00 1,200.00 General Requirements t Debris Container-Supply all dumpsters necessary for construction debris-estimated(4)30yd 3,600.00 3,600.00 Dumpsters General Exp-Other Blades,Bits,Equipment,Etc. 2,500.00 2,500.00 Portable Toilet Facility-(1)Porta lav supplied for entire construction process-Billed on usage. 900.00 900.00 Receipts to be submitted with each requisition for payment.An allowance of$900 has been allotted. Project Administrator -Project administrator assigned to project.Administer day to day 37,500.00 37,500.00 operation of entire project.Maintain clean safe site.Order all materials.Coordination of all sub contractors and materials.Communicate with owners for on site support.Maintain daily construction log of man hours,trades on site,deliveries etc.(Project manager hours to be billed direct on a bi weekly basis). Project Administrator Pre-Construction 5,000.00 5,000.00 Construction Cleaning-Estimated-actual cost to be given from cleaning crew upon completion 7,150.00 7,150.00 of construction-An allowance$7,150 has been allotted. Final Touch up/Closeout 2,200.00 2,200.00 Existing Conditions Demolition of Existing Structures-N/A 10,000.00 10,000.00 Abandonment of Oil Tank 1,200.00 1,200.00 Concrete Patch Basement Floor 2,500.00 2,500.00 Carpentry Total 11'12 So Page 1 1 1 t V James Nicholas Custom Home Builders, LLC 263 Route 25A Illli�lllll���llllll Wading River, NY 11792 JAMES NICHOLAS C U S T O M H O M E B U I L D E R S Name/Address Estimate Marc&Ronnie Donner 205 West End Ave Date Estimate# Appartment 23U New York,NY 10023 6/28/2023 5X Project 1080 Northfield Renovation Description Qty Rate Total Framing/Sheathing-All structures will be built as per plans provided. 25,000.00 25,000.00 Materials-General Building materials allowance 82,050.00 82,050.00 Screws,Fasteners,Hangers,etc. 2,200.00 2,200.00 47 Shower Pans Framing-Supply labor to install all of pre-pitched shower pans,shower jambs, 1,500.00 1,500.00 curbs and soap niches in all baths. Exterior Trim Millwork-Fascia 3,000.00 3,000.00 Stairs&Railings-Sub 12,000.00 12,000.00 Lower and Upper Deck w/Railing 20,000.00 20,000.00 Thermal&Moisture Protection Asphalt-Install Asphalt GAF&Metal roofing as per plan.(Inc.Flat Roof area) 22,500.00 22,500.00 Allowance 10,000.00 10,000.00 Siding General-Soffits-Approx.4 SQ(Labor) 1,000.00 1,000.00 Vinyl Siding-Approx.28 SQ(Labor) 8,400.00 8,400.00 76 Gutters and Leaders-Supply and install gutters. An allowance of$1,500 as been allotted.K 1,500.00 1,500.00 style. Openings Ext.Windows&DoorsLabor 1,500.00 1,500.00 Finishes Level 4 Finish 25,000.00 25,000.00 Approx.450 SF$10 Material Allowance 4,500.00 4,500.00 Total a-3 3q Page 2 James Nicholas Custom Home Builders, LLC ! 263 Route 25A ' IIIII Wading River, NY 11792 JAMES NICHOLAS C U S T O M H O M E B U I L D E C E Name/Address Estimate Marc&Ronnie Donner 205 West End Ave Date Estimate# Appartment 23U New York,NY 10023 6/28/2023 5X Project 1080 Northfield Renovation Description Qty Rate Total Approx. 1,600 SF$12 Allowance 19,200.00 19,200.00 (2)Semi-Frameless 4,000.00 4,000.00 Bath/Closet Shelving-Sub-Allowance 2,500.00 2,500.00 Chantilly White 12,500.00 12,500.00 Floor Protection 1,000.00 1,000.00 Interior Trim Flatstock 2,200.00 2,200.00 Interior Doors Solid Core-Allowance 2,100.00 2,100.00 Specialties Bath Accessories-(3)Bathrooms(10)Piece Total Allowance(Labor) 550.00 550.00 (4)Total Allowance(Labor) 550.00 550.00 Equipment Appliances-Labor 2,200.00 2,200.00 Furnishings Allowance-Includes Install&Vanities 25,000.00 25,000.00 Allowance-Includes Install 15,000.00 15,000.00 Plumbing Plumbing Rough/Finish(Inc.Boiler) 27,500.00 27,500.00 Heating,Ventilating,&Air Conditioning(HVAC) Hydronic Hot Air/AC(Place Holder/Allowance) 22,500.00 22,500.00 Exhaust Venting-(3)Bathrooms&Kitchen 2,000.00 2,000.00 Total Page 3 l 1 1 1 { James Nicholas Custom Home Builders, LLC 263 Route 25A 1111�1111����IIIIII Wading River, NY 11792 JAMES NICHOLAS C U S T O M H O M E B U I L O E A S Name/Address Estimate Marc&Ronnie Donner 205 West End Ave Date Estimate# Appartment 23U New York,NY 10023 6/28/2023 5X Project 1080 Northfield Renovation Description Qty Rate Total Electrical Electric Rough&Finish ONLY 26,435.00 26,435.00 Earthwork Septic System-New UA System 40,000.00 40,000.00 Re-grade Affected Area 2,500.00 2,500.00 Final Grade and Seed 3,000.00 3,000.00 Subtotal of Completed Work 504,635.00 Management Fee 15% 75,695.25 75,695.25 Overhead/ Insurance 5% 29,016.52 29,016.52 Total $609,346.77 Page 4 AMENDMENT 3 ' 1.o? APPROVED AS NOTED DATE•3'/�- B-P.l CLEAR LEXAN GRATE COVER FEE` SD BY. /, Z Z OR STEEL SAFETY GRATE NOTIFY B ILDI NG DEPARTMENTAT Q r WINDOW WELL PANELS MUST 631-765-1802 BAM TO 4PM FOR THE J J EXTEND 4"ABOVE GRADE LEVEL FOLLOWING INSPECTIONS: O SLOPE GRADE LEVEL AWAY FORM WELL 1. FOUNDATION-TWO REQUIRED BILCO ESCAPE WELL OR EQUAL FOR POURED CONCRETE z DOUBLE 2. ROUGH-FRAMING&PLUMBING INSULATED I ESCAPE LADDER OR STEPS/ 3. INSULATION LLJ WINDOW ! WHEN HEIGHT EXCEEDS 44" 4. FINAL-CONSTRUCTION MUST O 3/4"CLEAN FREE-DRAINING STONE BE COMPLETE FOR C.O. TOP OF AT LEAST 12"AROUND ALL SIDES W o SILL ALL CONSTRUCTION SHALL MEET THE w J OF WELL, FILL TO DEPTH OF (/� N FOUNDATION FOOTING REQUIREMENTSOFTHECODESOFNEW ) �w YORK STATE. NOT RESPONSIBLE FOR U,J Floor System DESIGN OR CONSTRUCTON ERRORS z �w Q Q -/=X= LLI �L_ J TOP OF 1/2"Gyp.Bd Clg. 0 CONC MIN CLG HEIGHT: 7'-0" � J Ground slopes away from wall A WALL SECTION THRU. WINDOW WELL LL Cal 5% 1-1/2"= V-0" W Fire-Blocking,continuous @ ceiling level v) and horizontally at intervals not exceeding O Damproofing 10 feet o.c. 65 2 + O IRC R302.11 thru R302.12 0- 0 c) co concrete foundation wall W 1'-_6"_x_8_"___________________________V-6___ ______"x8" Treated wood stud framing 24"oc max in' non-bearing top and bot±om plates OR3-1/2"metal studs @ 24"oc 1 .---------------------------------------- I 1 1 1 1 Z t I I 1 1/2"air space 0 3 1/2"R 13 un faced batt insulation l N O 1/2"moisture resistant wall board ' ' ' ° rn 0 T O1 g a a� vapor semi-permeable latex paint finish ; ; t a rn E °o 1 1 1 I Q 8 G p U@ 4"concrete slab with carpet/the floor in bathroom i o *CL z o ° S cQ tD (0.7 f0/1 rn O."0... �' 1 1 I I U .0 C C O O C O i @16"oc $' v°i'` » aY o 1 1 @ 16"OC 1 1 a):Eo y 3 =•ul ° O 3 TP 2x10 FLOOR JOIST , , OOF SLAB EXISTING 2x10EXISTING FLOOR JOIST i c 0 8'Q c a y L E L 1 I 1 1 V C R O EXISTING 2 —0 a °' �•0_ 0 ` _:y ` a C U CRAWL SPACE .__ L Q I I , , �, N� � C�` Q to C a7 = a7 O Lcn.Em a» 1 1 I ' F- c°� v mcr F- mEo�on 1 I t N 1 1 1 TYPICAL FINISHED WALL 0 BASEMENT 1 1 1 I 1 1 1 1 SCALE: 1/2" = 1'-0" ' 12 1" 34'-7" 4"P.V.C. Z EXIST. C.O. W W Z -- ------------------------------------------------------ -------------- ------ =a' �-a'------------ 1 :E Q ' 1 ROVI E FRESH AIR W —� _ Z_ U) +1 ------------- ---------- ---- - - 3,_6., -----------� VENT 0EXTERIOR • -------60----------------------------------- --------------------------------' LJL 3'0" 4'4" ' ol DIRECT VENT m i .--- -------------------------------- + HEATING SYSTEM +I 1 1 1 I 1 1 1 1 1 1 INSTALL IN COMPLIANCE i i i O i i W/RESIDENTIAL, ENERGY v &MECHANICAL CODE 1 1 I I W 7 1 I 1 I 1 z In 1 I 1 I I Q +-------- 4 RECREATION ' ________ ' W Ln En 1 W z O3 a ROOM MAINTAIN REQUIRED SEPARATION DISTANCE FROM ALL HEAT P 0O in FINISHED CLG HT:T-0" ' PRODUCING EQUIPMENT TO 1 1 1 1 t-- x - COMBUSTIBLE MATERIAL AS PER W MANUFACTURER'S SPECIFICATIONS N AND LATEST MECHANICAL CODE. 0 1 1 I i i o BOT OF FINISHED DROP GIRDER:6'-6" i W LAUNDRY N O CD Z 1 1 t1 , I I I I I I 3-2X8 (V _ __ fi7 --- - '---------- -_� -T=------ _-'-- - -_--'-- --'------I-- -I'----'-------'_'_ --------- - L0 Q T I 1 N 1 e- 1 I 1 1 1 LLI 7'-1 Q 1 , 1 MEO r 1 1 1 Q 49'-8'/Z'± W VENT CLOTHES DRYER EXISTING GARAGE ' ' ' N ACCORDANCE WITH CHAPTER 15-CLOTHES U� I 1 0 _ o ' ' DRYERS EXHAUST. 1 1 1 O I I 1 O U) -------- , 1 I 1 L V- o O •--------' i I I I a UI 1 1 I N �+ U) O 1 I 1 Q r UP � R WINDOW WELL R310.2.3 r 1 , 1 `✓ w W o HORIZONTAL AREA SHALL BE z 10'-3" MIN 9'-0"SQ FT.WITH A ~ HORIZONTAL DIMENSION --- :1 �Q z n OF MIN 3'-0"TO ALLOW FOR +1 ' ao-------------------------------- x W Uj EMERGENCY ESCAPE AND o 1 0 4 le co cD RESCUE. LADDER SHALL BE iD , �N U w PREMITTED TO ENCROACH ►`� rq ----------------------------------------------------------------------------- I NOT MORE THAN 6"INTO �.{ cti i ' ' REQUIRED WINDOW WELL I� A- •— DEPTH. WO---------------------------------------------------------------------------------------------------------- U H Q H � W 1 'O � 00 p V °O b;,F`IC:D ARL+/�o ® ~ N U 26'4'/i'± T-01W'± 65-2 r.lr\II a w�� CJYg:,�� 1'D t. I FINISHED BASEMENT PLAN SCALE: 1/4" = 1'-0" APPROVED AS NOTED OCCUPANCY OR DATE B.P.# USE IS UNLAWFUL FEE o L'(�D BY: WITHOUT CERTIIFIC FF NOTIFY BUILDING DEPARTMENT AT OF OCCUPANCY 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. Foi!r 3nATION-TWO REQUIRED F ; �'f.URED r'01'CRETE f;;; -F"riAi491IV(a&PLUM6lNG TRUSS PLACARDtNG RE QUIRE3. z 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE Z 0 REQUIREMENTS OF THE CODES OF NEW RETAIN STORM WATER RUNOFF O 'J YORK STATE. NOT RESPONSIBLE FOR PURSUANT TO CHAPTER 236 Z Q 0 DESIGN OR CONSTRUCTON ERRORS OF THE TOWN CODE. O 1— Z) oZ o COMPLY WITH ALL CODES Or Q W NEW YORK STATE&TOWN CODES <C AS REQUIRED AND CONDITIONS OF W S"OLDT01MdZM O Z SO WID TO-rN PUw:74 EYM Q <C N1 SOUMT7.1RUSTEES f-- W --I I VAR T NX&r c , o PA t 0 S"OLOIry o Z w Z — _ N U- concrete monu I~�S � � C) O rc--- ment ry gravel PLUMBER CERTIFICATION O apron gate GRAVEL q ` — - ON LEAD CONTENT BEFORE CID�T CERTIFICATE OF OCCUPANCY CL ry p DRIVEWgy _' 317 09, O SOLDER USED IN WATER �- u- Existing _ - garage - Q* SUPPLY SYSTEM 111'WIT story frame EXCEED 2/10 OF 7% t o ' residence — 1.85 Z o— ' _ -7 ° _ .N � aoU,- m0 1.80x PROPOSED Blower door a E _ °o c m (0 C ° U f0 V A WOOD DECK A _ cind ductwork "D_ L.a ° J o AREA 0 w ° C a roof � 75 0,219 sq.ft. / Q? testing required � L o'2" _ 1-_� Q overhang/ steps 1 (1 o.o o ° u u a7 • ° o `o tao `o J i Xas 0'6 acres �' �' y N ° Y k �• .s3 L �� ° 03 n = = = ° 3 ° ° walk masonr �� Must Provide Manuals cc: y O1 n� m � N=_ LL o �y L.� G� of y S / QO ,1F�IC�� ��P�r � a= oa �o , O3r L [11 planter r'•► 36,11 6-l 0 1.�9 N� �/ S Energy Cdde s ° ° r-` E U ° a O I = a ui (,� Q 40.01 r - 12.3' �/ a�cnEm m � 0CL M 4-0 marsh � � � z-Sn=� a� �� = moo --__�_ gee M � 0u=1mc- PmEL.Soa Ofag gaze z — , Z N PROPOSED 3 C w_ __-_ 2ND STORY PROP 1.56 ADDITION 2ND SDoRy ROOF DEC / .. ..r, W _._. K N O I 287,28, — -_____ 1.60 �• O LAND NOW OR PQR O MERLY OF PAULA NADE 1.5s �` - _ 1.ss �i LS7ERN N82D30'oo,,W v co W N W H / N O / Z r` p d W (A Z > < GFA CALCULATIONS BUILDABLE AREA: 202557 SQ FT u� FLOOR AREA, GROSS 2600 SQ FT ALLOWABLE LOT COVERAGE 20% OR 4111 SQ FT L� PROPOSED LOT COVERAGE 2600 SQ FT Bayview F--� cz r— TOWN OF SOUTHOLD P00% Lu" T mron" L A INE INFORMATION PROVIDED FROM _ H � z SUFFOLK COUNTY, NEWYORK SURVEY PREPARED BY JOHN MINTO L.S. >~ > M 1 "= 30' -00 TAX MAP #1000-71 -01 - 17 LICENSED PROFESSIONAL LAND SURVEYOR � N . NEW PORK STATE LIC. N0. 49866 C) o M ct Phone: (631 ) 724-4832 x P.O. Box 1408 Smithtown, N.Y. 11787 = 0 Refer to Survey for additional site informationp�f4; , LOT PLANo ' �C, p GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES In combustible construction where there is usable space both above and below the concealed space MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does PLUMBING FIXTURE TRAP SIZE as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately USE LIVE DEAD BASED ON TABLE R602.3(1) NAILING SCHEDULE Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM LOAD LOAD 2020 Energy Conservation Construction Code of New York State,the 1. Ceiling is suspended under floor framing. inches Uninhabitable attics without storage 10 NUMBER AND TYP SPACING AND 2020 Building Code of New York:State; Plumbing code; Fire code; Mechanical code; 2. Floor framing is constructed of truss-type open-web or perforated members. DESCRIPTION OF FASTENER LOCATION Fuel gas code; Existing building code; Property maintenance code. Bathtub (With Or without Shower head Uninhabitable attics with limited storage 20 10 ALL CODES shall supercede the:drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments) 1-1/2 ITEM ROOF FRAMING drawings WHETHER the are indicated on the Plans or NOT. until the first floor framingis in lace or brace the foundation Habitable attics&attics served with fixed stair 30 10 Balconies exterior and decks 4-8d BOX (2-1/2^)OR g y P Clothes washer standpipe 2 4 ( ) 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL Additions,Alterations& Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR EACH JOIST,TOE NAIL 3-8d COMMON 2. Written Dimensions take precedence over scaled dimensions Floor drain 2 Guards and Handrails per 1607.8.1.1 200 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX ON OR 17. Metal flashing shall be installed were concrete abuts wood, Kitchen sink (one or two traps with Or 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-1/2") FACE NAIL Z 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. ' Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL ^ dimensions,existing or new and be responsible for field fit. without dishwasher and food Waste disposer) 1-1/2 4 RAFTER HEEL JOINT SEE TABLE R802.5.2 FACE NAIL 18. Install joist hangers at all flush structural load bearing conditions. Laundry tub (One Or more Compartments) - passenger vehicle garages 50 5 COLLAR TIES 4-10d BOX (3") OR O 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, - OR 1-1/4"x 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER shall be installed in accordance under latest State approved Building Codes. LavatoryRooms other than sleeping rooms 40 10 O PP 9 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND All systems are to be designed, installed, &specified by the general contractors; HVAC, floor area of that morn,and the minimum openable area to the outdoors shall be 4 percent of Shower (based on the total flow rate through Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE 0 0 electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 showerheads and bodysprays) OF EACH RAFTER OR TRUSS Electrical certificates are to be provided the electrical contractor. Stairs 40 20 _ > 20. All window and door headers to be 2-2x10 unless noted otherwise. FIOW rate: 4-16d OR Roof 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL �-- O b 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 5.7 gpm and less 1-1/2 20 20 _ of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall 21, Vent dryers to exterior as per Section M1502 3-15d BOX O Q z O Y P More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL be the responsibility of the general contractor to verify the depth of all existing footings Vent range hoods as per Section M1503 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION of ALLOWABLE WALL FRAMING IC) W vJ disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 STRUCTURAL MEMBERS DEFLECTION n/ More than 25.8 gpm up to 55.6 gpm 4 16d COMMON <( LULL TABLE R401.4.1 subscript b:Where the building official determines that in-place soils 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters having slopes greater than 3/12 with 8 STUD TO STUD(NOT AT BRACED WALL PANELS) (3.5"x 0.162") 24"O.C.FACE NAIL W with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters L/180 STUD TO STUD AND ABUTTING STUDS AT 16d BOX >_ � z the allowable bearingcapacity shall be determined b a soils investigation. 9 16"O.C. FACE NAIL O P Y Y 9 area in the immediate vicinity of the bedroom and on each story of the dwelling, including INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162") basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/18o Q 16d COMMON 6. Cast-in-place concrete shall be air entrained; 5% <7%total air content b volume and have 10 BUILT-UP HEADER 3-112"x 0.162") 16"O.C. FACE NAIL ALONG EDGES O n/ p Y bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source, Floors ( LL an ultimate compressive strenc th at 28 days of 3000 psi. Except exposed slabs, L/360 5-8d BOX z 1/2^x0.113" P J Y P P P WHENEVER an alteration, addition, or conversion is made to an Existing Residence, TABLE R302.6 11 CONTINUOUS HEADER TO STUD ( - > TOE NAIL garage p p P the smoke detections stem of the ENTIRE residence must be brought u to code, All other structural memebers OR 4-8d COMMON Q ara a slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. y g p DWELLING- GARAGE SEPARATION L/240 All Concrete shall conform to the latest ACI standards. hardwired and interconnected. SEPARATION MATERIAL Exterior walls with stucco finish H/360 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL _J HE GARAGE SIDE EACH SIDE O R404.1.3.2 Reinforcement for Foundation Walls 23, Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 8-16d COMMON(3-112") FACE NAIL ON EACH SIDE OF END Z W Concrete foundation walls shall be laterally supported at the top and bottom. Horizontal of the 2020 fire code of NY Shall be Installed outside of each separate sleeping area FROM THE RESIDENCE AND ATTICS NOT LESS THAN EQUIVALENT TO THE INCH GYPSUM OR Exterior walls-wind loadslbrittle finishes Ll240 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-i12") JOIST(MIN OF SPLICE LENGTH Z -- F END JOINT) LL reinforcement shall be provided in accordance with Table R404.1.2(1).Vertical reinforcement in the immediate vicinity of the bedrooms, combination carbon monoxide Exterior walls-wind loads/flexible finishes L/140 N shall be provided in accordance;with Table R404.1.2(2), R404.1.2(3), R404.1.2(4), R404.1.2(5), and smoke alarms shall be permitted in lieu of carbon monoxide alarms. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 518" INCH TYPE X GYPSUM 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 1 "O.C. FACE NAIL R404.1.2(6), R404.1.2(7)or R404.1.2(8). Vertical reinforcement for flat basement walls BOARD L=span length,H=span height OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3 1/2") 122"O.C. FACE NAIL C) O retaining 4 feet(1219 mm)or more of unbalanced backfill is permitted to be determined All CO alarms shall be connected to the lighting circuit with no intervening wall STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL W� O in accordance with Table R404.1.2(9). switch with battery backup. Battery-powered alarms are not allowed. USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD TABLE R802.5.2 OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL vJ J R404.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall comply with 24. WALL BRACING: Buildings shall be braced in accordance with NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL O g GARAGE LOCATED LESS THAN 3 FEET FROM A 2-16d COMMON the requirements of ASTM A 615,A 706 or A 996. section R602.10.4.2 Continuous sheathingmethod. APPLIED TO THE INTERIOR SIDE OF DWELLING UNIT ON THE SAME LOT Minimum yield strength of reinforcing steel shall be: 40,0000 psi(grade 40), End conditions for braced wall lines for the continuous sheathingshall conform EXTERIOR WALLS THAT ARE WITHIN THIS AREA RAFTER RAFTER GROUND SNOW:20 PSF 3-10d Box O co O 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL required reinforcement shall be: in accordance with Table R404.1.2(1)thru to Figure R602.10.7. Braced wall panel connections SLOPE SPACING 2-16d COMMON R404.1.2(9). shall comply with nailing schedule and Figures R602.10.8(1)& R603.10.8(2) OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 3-8d BOX �+- 0 SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 18 1" BRACE TO EACH STUD AND PLATE 2-8d COMMON FACE NAIL O Location of Reinforcement:The center of reinforcement in foundation walls shall be 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be 12 FT 20 FT 28 FT 36 FT t- located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9), provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING Vertical reinforcement(if requried per table R404.1.2(8)in basement walls shall be located roof assembly to the foundation. SHALL MEET ASTM El 19 AND FIRE STOPPING PER ASTM E814 OR UL 1479 NUMBER OF 16D COMMON NAILS to provide a maximum cover of 1-1 A inches from the inside face. 21 JOISTTO SILL, TOP PLATE OR GIRDER-PER JOIST 4-8d BOX PER JOIST-TOE NAIL 26. ASHPALT SHINGLES: R905.2.4 Shall comply with ASTM D 3462. 3: 12 16"O.C. 5 8 10 13 3-8d COMMON R404.1.3.2; Concrete foundations shall have horizontal reinforcement as follows: Wind resistance of asphalt shingles shall be tested in accordance with RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON E•° Based on Table R404.1.2 1 - {includes basement entrances and window wells P g 4: 12 16"O.C. 4 6 8 10 22 PLATE(ROOF APPLICATIONS ALSO) 1od BOX 6"O.C.TOE NAIL o o N ( ) ) ASTM D 7158 and classified as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection N r, o.0 y Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Fastening Schedule for wood structural panels 2-1 Od Box a� �' w a 5 8 a 0 s P 9 g g p 5: 12 16"O.C. 3 5 6 8 23 BLOCKING TO JOIST EACH END w - E c n v ° ^ wall and One#4 bar near mid-height of wall. copper roofing nails, minimum 12 gage shank with a minimum- 2-8d COMMON � o 0 r- Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing Fastener Panel Span Panel Span an Panel S an 7: 12 16"O.C. 3 4 5 6 4-16d BOX o= z a ° ° wall and One#4 bar near the third points in the wall story. and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer p p p 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL m ° ° � o 0 P Y P 3-16d COMMON °+= u m s o but not less than 4 per strip or 2 per individual shingle- R905.2.6.Attachment Type Less than or less than or less than or 9: 12 16"O.C. 3 4 4 5 w 2 _$ o o N `o 7. Base design value for visually graded dimensional lumber:Joists, studs Rafters and All equal to 4 feet equal to 6 feet equal to 8 feet 3-16d COMMON �' ° `o " N"o U� 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) AT EACH BEARING,FACE NAIL c o%� �c CD m ° 2.,co Framinglumber shall be DOUG-Fir Larch#2 or better, E= 1,600,000 12: 12 16"O.C. 3 3 4 4 4-10d BOX �, �, E 2 o - - a-w ° 27. Flame Spread Index: R302.9 L ° 3 L Y.,� 3° 0 3 - ai Min. Fb for dimensional lumber- 850 psi. wall and ceiling finishes shall have a flame spread index<_200 No 8 Wood screw °L w L) 16 inches 10 inches 26 BAND OR RIM JOIST TO JOIST 4-1Od BOX PER JOIST o 0 ° m ° = o-° s w Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies based anchor with 8 inches 0 a �, o P 9 THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3-isd COMMON = a� °,N� - �,w ` Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. &attics shall have a flame spread index<-25 2 inch embedment On Center on Center on Center BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS c� c N a� o t `o E len ht LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM r a 3 g 27 BUILT-UP GIRDERS AND BEAMS STAGGERED ON OPPOSITE SIDES c° o ff o C a t 8. ALL EXTERIOR LUMBER Shall be ACID requiring the following: Smoke-developed Index: R302.10 CONNECTION SHALL BE INCREASED AS FOLLOWS: ' ° o'Z6�0 �2 C ° to: E o a. All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D 4-16d BOX :N tz ch CU ` E ° to pP wall and ceiling finishes having a smoke-developed index s 450 No 10 Wood screw 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d COMMON EACH JOIST OR RAFTER,FACE NAIL m�, z E ¢N o or stainless steel. Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies HEEL JOINT FACTOR U, a� - - m o 0 0 based anchor with 12 inches 9 inches H C/ H r � ° a E E W-0 ° b.) Use Copper flashing Only against ACQ Lumber Sill Plates &attics shall have asmoke-developed index<_450 tested with ASTM E 84 or UL 723 16 inches L o -o ° L ° ° „ c. All Structural connectors i.e.Simpson strong-Tie or USP, etc on center 2-10d BORON) OR I- ° Cr F- ° E a. o a p g 2 inch embedment on center on center 1 / 3 1.5 29 BRIDGING OR BLOCKING TO JOIST 2-8d COMMON(2-1/2P') EACH END, TOENAIL shall be Hot-Dipped Galvanized or Stainless Steel. 28. SWIMMING POOLS. Shall conform to Section R326 lenght 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be 1 / 4 1.33 WOD STRUCTURAL PANELS, OR, installed in accordance with the manufacturers latest installation details, 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: 1 / 5 1.25 ROOF AND INTERIOR WALL SHEATHINGG T TO O FRAMING AND Framingconnectors,Allowable Hole diagrams, specifications, etc. Solar ready roof zone area of not less than 300 sq.ft.Access and pathways, roof access points, PARTICLE BOARD WALL SHEATHING TO FRAMING Z 9 P a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. 1 / 6 1.20 "Micro-Lam"Design Stress: E = 1.9, Fb=2,600 psi, Fv=285 psi ground access areas. panels shall not be located less than 18"from a valley SPACING OF FASTENERS 0 DESCRIPTION OF NUMBER AND TYP W = "Parallam PSL"Design Stress: E=2.0, Fb=2,900 psi, Fv= 290 psi b. Fasteners shall be installed at opposing ends of the wood structural panel. 1- BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING � "Anthonyower Beams Design Stress; E=2.1, Fb=3000 psi, Fv= 300 psi A permanent certificate indicating the"solar-ready zone"and other requirements of Fasteners shall be located a minimum of 1 inch from the edge of the panel. PANEL EDGES I-' (� y P P SUPPORTS GABLE END WALL FRAMING � this section shall be posted near the electrical panel or water heater by the builder. TABLE 802.11 W O W c.Anchors shall penetrate through the exterior wall covering with an embedment length of RAFTER UPLIFT CONNECTION FROM WIND 6d COMMON(SUBFLOOR,WALL) ---.I 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, 30 3/8"- 1/2" 8d COMMON(ROOF) 6" SEE NOTE A 6" Z Z _l O each sleeping rooms in basement, habitable attics, and every sleeping room p p P not less than 2 inches into the building frame. Fasteners shall be located not less than The main electrical panel shall have reserved space for a dual Ole circuit breaker - M 2-1/2 inches from the edge of concret block or concrete. EXPOSURE C (] _..I z Q � shall have at least ONE operable emergency escape opening as follows: for future solar electric installation and labeled"for future solar electric". RAFTER ROOF " „ .N r- 19/32' - 1" 8d COMMON 6 SEE NOTE A 6 p g Y p P g SPACING SPAN W Q 0 f tt3 Sill height of not more than 44 inches above finished floor. d.Where screws are attached to masonry or masonry/stucco,they shall be attached 1/8 1- WA. Minimum net clear opening of 5.7 square feet. 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. (FEET) ULTIMATE WIND SPEED = U E Except grade floor openings shall have a minimum net clear 130 140 32 1-114 10d COMMON NAILS 6" 12 (� 1-„ W Q +r N opening of 5 square feet. 31. NEW Construction/Additions&Alterations: Exterior glazing in buildings located in Wood-Borne debris regions shall ROOF PITCH ROOF PITCH to Z ILL Q. P 9 q 1/2"STRUCTURAL CELLULOSIC W B. Minimum net clear opening height shall be 24 inches. It shall be the responsibility of the General contractor or his subcontractors to submit be protected from wind borne debris. 1-1/2"GALV.ROOFING NAIL 3" 6" in detail the design, calculations, drawings,written statements of the mechanical, Glazed opening protection shall meet the Large Missle test ASTM E 1996 <5:12 z 5:12 <5:12 z 5:12 33 FIBERBOARD SHEATHING _J C. Minimum net clear opening width shall be 20". g g and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 D. emergency escape and rescue openings shall be operational air conditioning,ventilation. heating systems (new,existing or upgraded) 5/s"STRUCTURAL CELLULOSIC from the inside of the room without use of keys or tools. stamped by a professional engineer if required by the Owner or Building Dept. Garage door glazed opening protection for wind borne debris shall meet 16"O.C. 12 214 201 263 247 34 1.3/4"GALV.ROOFING NAIL T' 7" Y ANSUDASMA 115. Areas within hurricane prone regions: FIBERBOARD SHEATHING WHERE Basement contain more than one or more sleeping rooms, (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 18 277 259 342 322 1/2" GYPSUM SHEATHING 1.1/2"GALV.ROOFING NAIL 7" 7„ an emergency escape opening shall be provided for EACH sleeping room. wind speed is 130 miles per hour or greater. 35 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" T' Emergency escape and rescue opening shall open directly to the outside (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 24 340 318 422 396 16"O.C. 28 348 358 476 446 EXTERIOR WALL WOOD STRUCTURAL PANELS EXCEPTION: Grade floor or BELOW grade floor openings shall have I-.- 6" DIAMETER -►I A. EXCEPTION: TABLE R602.3 3 Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span TO RESIST WIND PRESSURES ( ) a net clear opening of not less than 5 square feet. of 8 feet shall be permitted for opening protection. Panels shall be precut&predrilled to 16"O.C. 32 427 398 529 496 cover the glazed openings with attachment hardware provided in the table below. MINIMUM NAIL MIN WOOD MIN.WOOD WALL NAIL SPACING 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each -' Label all panels and store in a clean dry area of the house. 16"O.C. 36 469 438 538 547 STRUCTURAL PANEL STUD M THICKNESS continuous run of treads or flight with FOUR OR MORE RISERS. CONSTRUCTION TYPE NAIL SIZE PENETRATION STRUCTURAL g i�., r f �, , „ C:)Attachments shall be provided in accordance with the table as follows: SPACING EDGES FIELD N 0 Handrail Height measured above stair tread nosing,shall not be less than v I', "II", III' IV" OR"V" 16"O.C. 42 535 499 664 622 PANEL SPAN RATING r / UU 34 inches and not more than 38inches. All Handrails shall be continuous 16"O.C. 8 599 559 745 697 6d COMMON NAIL N O .C. L the full length of the stair from a point directly above the top riser of a flight d REFLECTIVE RED (2.5^X 0113") 1.50 INCH 24/0 7116"OR 1/2" 16" O.C. 6" 12" N Z to a point directly above the lowest riser of the flight. (Handrails adjacent to PANTONE#187 8d COMMON NAIL �- co a wall shall have a space of noi:be less than 1-1/2 inches between the wall 1.75 INCH 24/16 7116"OR 1/2" 16" O.C. 6" 12" and the handrail.see code for e;xce tions. Refer to Code for rip size specifications. (2.5^x 0131") p Q p g -� DESIGN CRITERIA TABLE 507.9.1.3(1) < W 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 0Y _I REFLECTIVE 7 M above the floor or grade below shall have a railing not less than 36 inches � Winds speed: 130 WHITE FIELD p W LU U in height. Railings shall have Top rails and Balusters and Bottom rails that are __ CONNECTION JOIST SPAN GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS U_ No of stories: 2 APPLICATION ORIENTATION TO MEMBERS SIZE OIF NAILS NO MORE THAN 4 INCHES APART. EXCEPT; the triangular openings formed ,��' DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' THICKNESS Mean Roof Ht: 30 ft TO WOOD)FRAMING by the riser,tread and bottom rail of the guard rail at the open side of a stairway �•�.Y 7/16 min. structural plywood FRAMING SPACING NAILS scREws are permitted to be of such a size that a 6 inch sphere cannot pass through. - ~" _ .,_ Roof itch: per plan 1/2"DIA.LAG SCREW 30" 23" 18" 15" „ Panel, Attached to p p p &1/2"MAX. SHEATHING CEILING EITHER DIRECTION 16"O.C. 7 12 5d COOLER NAILS Open sides of stairs with a total rise of more than 30 inches above the floor or DESIGNATION FOR STRUCTURAL 1/2 grade below shall have guards not less than 34 inches in height measured COMPONENTS THAT ARE OF 1/2" Frame In accordance Bldg Length per plan WALL EITHER DIRECTION 16"O.C. 8" 16" vertically from the nosing of the treads. TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 Bldg Width Per plan 1/2"DIA,THRU BOLT - 36" 36" 34" 29" „ CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS � &1/2"MAX.SHEATHING 5/8 STROKE WALL EITHER DIRECTION 16"O.C. 7" 12" "F" FLOOR FRAMING INCLUDING of the residential code bldg aspect ratio: 3:1 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window GIRDERS AND BEAMS Nailing Sched: Table R602.3 1 2'1"TO 14' 14'1"TO 16' 16'1"TO 18' TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR of New York State g ( ) 5/8" 16"O.C. 6" 6" EOUIVALANT DRYWALL SCREWS. opening is located LESS than 24 inches above the finished floor and GREATER GARAGE CEILING PERPENDICULAR BENEATH SCREWS SHALL COMPLY WITH than 72 inches above the finished grade or other surface below on the exterior "R" ROOF FRAMING 1/2"DIA.LAG SCREW IRC SECTION R702.3.5.1 � of the building,the window must be provided with a window opening control device &1/2"MAX.SHEATHING 13" 11" 10" HABITABLE ROOMS that compiles with R312.2.2 Window Opening Control Devices. "FIR" FLOOR AND ROOF FRAMING " 1/2"DIA.THRU BOLT Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6"o.c. UNDER SECTION 602 OF THE BCNYS WINDOW UNIT &1/2"MAX.SHEATHING 24" 21" 19" 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to Intermediate supports shall be spaced 6"o.c.for ,� N accordance with R302.11 thru R302.11.2 and Draftstopping shall be TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 _ LEDGERS SHALL BE FLASHED minimum 48-inch distance from ridges,eaves and gable end walls;and 4"o.c.to gable end wall framing. installed per R302.12 thru R302.12,1 NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) Fireblocking materials R302.111 shall be as follows: U, Applicant shall provide engineered wood placard O 1, Two-inch nominal lumber W i , adjacent on or adt to electrical meter box for field inspection. v 2. 1/2' gypsum board Z '--r 3. Batts or blankets of mineral orfiberglas shall be permitted for compliance Residential structures with Truss type construction, PLYWOOD STORM PANEL H Q 0 with the 10 foot horizontal fireblocking in walls constructed using parallel rows of studs or staggered studs. Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL y c� 4, cellulose insulation installed and tested in accordance with ASTM E 119 or for new dwelling and/or any addition, alteration a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel -O � UL 263,for the specific applications .� shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES of the structure for field inspection 70 OF FOUNDATION MATERIALS KQ Ar�C � ct CLASS OF MATERIAL LOAD-BEARING PRESSURE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2 1 Crystalline bedrock 12,000 psf � Sedimentary and foliated rock 4,000 psf Sandy gravel and/or gravel (GW and GP) 3,000 psf WIND DESIGN SUBJECT TO DAMAGE FROM o Sand,silty sand, clayey sand,silty gravel and clayey gravel WIND WINTER ICE SHIELD AIR MEAN GROUND SPECIAL SEISMIC FROST (SW, SP, SM, SC, GM and GC) 2,000 psf SPEED TOPOGRAPHIC WIND BORNE DESIGN WEATHERING DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL SNOW LINE TERMITE Clay,sandy clay, silty clay, clayey silt, silt and sandy silt (MPH) EFFECTS DEBRIS DEPTH TEMP REQUIRED HAZARD INDEX TEMP (CL, ML, MH and CH) 1,500 psf LOAD REGION ZONE CATAGORY M a.When soil tests are required by Section R401.4, 20 LBS 130 P NO NO YES B SEVERE T-0" MODERATE HEAVY E 11 YES NO 1500 or less 52.1 OF. m the allowable bearing capacities of the soil shall be part of the recommendations. M.In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. 0.[NY)The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. BUILDING DEPARTMENT STAMPS are likely to be present at the site, the allowable bearing capacity shall be P. Basic wind speed for risk catagory II from ASCE 7-16 Figure 26.5-1 B determined by a soils investigation. TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS Simpson TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED H2A Stud To Rafter Connector METHOD WSP: EXTERIOR SHEATHING N •'— — — ;�•— — —•� '— •— — —' PER TABLE R602.3(3)-FASTENERS 6" T ical Metal •I I 1 I•I 1, ON EDGE, 12"FIELD. INTERIOR SHEATHING ,-PER TABLE R602.3 )OR yp WINDOW HDR •I I•I i'i I• VARIES BY FASTENERS R602.3(2) Strapping 1 at Openings N .I I•I I•I METHOD CS-WSP: •I I•I AS PER TABLE R602.3(3) Z EXTERIOR SHEATHING ATTACHED Horizontally attached �I I.I WITH 8d COMMON NAILS plywood sheathing •1 (0.131 X 2.5"LONG) Z Q shall have Solid Blocking •I AT 6"O.C.ON EDGE AND 12" O.C. 0 •_.I @ all Plywood Joints IN FIELD 0 I• Z BRACED WALL PANEL INTERIOR FINISH: 0 _ _ 1' SHALL BE MIN. 1/2"GYP. BD FASTENED _ > I� 0 I I I I I' WITH NAILS OR SCREWS IN ACCORDANCE (' W I'I I'I WITH TABLE R702.3.5 OR _� 0 ❑ _ ,I I,I 1 1 I' TABLE R602.3(1)FOR EXTERIOR WALL J _ — _ _ _ _ _ _ •t-t _ _ _ J' SHEATHING ❑ Z !0 •I ICI 1•I I' VERTICAL JOINTS IN PANELS SHALL OCCUR Q 1 OVER AND BE FASTENED TO COMMON STUDS. Corner Holdowns I I,I I 1 I HORIZONTAL PANEL JOINTS IN BRACED LU Refer to plans WALLS PANELS SHALL OCCUR OVER 0 Z for locations ivL INTERIOR N 1,1 1, AND BE FASTENED TO 1-1/2"x 5-1/2" 0 Q if required r ,1 SPACING I�I I I I• THICK COMMON BLOCKING ON THE FLAT AGAINST THE OUTSIDE SHEATHING I•— --I .I II I•I I 2 x 4 or 2 x 6 STUD WALL (� W ❑ RIM JOIST •I I•I I•I 1. �-- 'I I I 11 1• 2 X BOTTOM PLATE ❑ Z J Sill Strapping :I I'1 11 I' Z _ W See details on •1 I•I I.1 1. EDGE SPACING -6" N LL this page. ''- - - - L - - - - - - -'' ❑ 0 = TYPICAL ELEVATION PANEL JOINT— J F-- . . . . . . . . . . . . . . . . . . . M 1 L.ir WALL TO HEADER STRAPPING Cn J FASTENING REQUIREMENTS FOR 0 U- 0 BRACED WALL PANEL AS PER 0- f— Z N.T.S. TABLE R602.3.(3) 0 co O 00 CL LL r-- 1-114" gals. x 20 gage Were the distance is SIMPSON H2A coil strap with (5) 8d common 2X6 ON FLAT between 9-1/4"to 15-1/4" at each Rafter. With nails in each end at each rafter. E.o BLOCKING AT ALL UNSUPPORTED provide blocking @ n ° o o�N PLYWOOD EDGES (5) 8d x 1-1/2 nails in Rafter 4 Ft Perimeter �,-6 o o N braced wall panels �, PROVIDE@STRUCTURAL RIDGES L E (2) 8d x 1-1/2 nails in plate 4 O.C. Zone Panel Field �'-- E L N y (AT WALL BRACING -o �' �a � = o = N o LOCATIONS) (5) 8d x 1-1/2A " nails in Stud Nail spacing Nailing-See Nailing Each Rafter on Each side o _ o N Schedule Dwg-1 of Ridge to have a Simpson 7 y y m -22 iT s s _ r2°RATED LSSR skewable hanger. 2 o aY o 1 R T mL N o c PLYWOOD OR :5 c'c t'3 o N SIMPSON H2A �.y = _ ��- >T o = 3 OSB RATED Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil o o o o 6.G 6 °'�s SHEATHING rafters attached to top (5) 8d x 1-1/2" nails in Rafter = m M a� _ �w "2 ' a' Strap with (5)-8d common nails y 6 o plate with 8d nails @ 6 o.c. (2) 8d x 1-1/2 nails in plate ° r z � 3 = € in each end. catch jack studs ° _ _ ° ` along length of braced wall (5) 8d x 1-1/2" nails in Stud Look Out Blocks ° ';® �,• o =°a g -.0 E panel. and window or door Header. \, E t�N = �� E �� o N Typical each side and ALL Less than ��; w z = ¢'o Gable End Wall = or Equal '� '• � uc'E� �a � � �� � windows and doors. to 12" . ' 0 N(D 0 m E a.E o BLOCKING BETWEEN RAFTERS (u� BRACED WALL PANELS 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS SEE NAILING SCHEDULE NTS NTS RAFTER TO RIDGE STRAP R602.3(1) IN LIEU OF RIDGE STRAPS -R602.4.6 vJ PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. Z ��//�•� Z LOCATED IN THE UPPER THIRD v� OF THE ATTIC SPACE AND ATTACHED TO THE RAFTERS WITH 4-8D NAILS 0.. WALL BRACING SHEATHING DETAIL EACH END 0 Q NOT TO SCALE N I— .__I Cr W 0F ❑ I W TOP PLATES 12" M I n TOP PLATES EXTERIOR OR 12" Min CUT BEARING WALL LENGTH STUD New Floor BORED HOLE MAX. BORED HOLE MAX. STUD DIAMETER 40% DIAMETER 60% NOTCH GREATER M (PERCENT)OF 0 (PERCENT)OF STUD THAN 50% System . ;� ; 04 STUD DEPTH I DEPTH 0 CLEAR LLI o 5/8"MIN. 5/8"MIN. I (PERCENT)OF New Floor N H TO EDGE TO EDGE 5/8"MIN 5/8"MIN. PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE S Existing 0 TO EDGE TO EDGE METAL TIE FASTENED ACROSS AND System-T EACH OF THE Ceiling N z NOTCH MUST NOT TO THE PLATE u NOTCH MUST NOT I NOTCH WITH 810D NAILS EACH SIDE Use 1-3/4" Metal System EXCEED 25 /° (PERCENT)OF EXCEED 4) /o o of `� STUD DEPTH (PERCENT)OF Coil Strap 20 Gage with Q UJ STUD DEPTH Ceiling � (7) 8d common nails � IF HOLE IS BETWEEN TOP PLATES System in EACH END at 12" Min °7 > Q ( BORED HOLES SHALL Simpson CMSTC16 � U 40%(PERCENT)AND PIPE BORED HOLES SHALL NOT BE LOCATED IN NOT BE LOCATED IN 60%(PERCENT)OF STUD DEPTH THEN THE SAME CROSS EACH Stud. SECTION OF THE CUT w/ (40) 10d nails THE SAME CROSS STUD MUST BE DOUBLE 12" Min SECTION OF THE CUT NO MORE THAN TWO OR NOTCH IN STUD 20 in each end OR NOTCH IN STUD SUCCESSIVE STUDS ARE DOUBLED Vl AND SO BORED FIGURE R602.6(1) NOTCHING AND FIGURE R602.6(2) FIGURE R602.6.1 END WALL OVERTURNING BORED HOLE LIMITATIONS FOR EXTERIOR NOTCHING AND WALL TO WALL STRAP TOP PLATE FRAMING TO CONNECTION STRAP WALLS AND BEARING WALLS v BORED HOLE LIMITATIONS FOR INTERIOR ntS � NON-BEARING WALLS ACCOMMADATE PIPING NTS r� R. � O I O tn �i TO �b Ap "A, J � ! O 4 rt O r 1 81 Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes Rigid insulation 2X ceiling joists MANUFACTURED LIGHT ENCLOSURE Full Thick Insulation of second floor Sheet Metal Firestop up and out of the thin profile structural glued together see plan w/ ATTIC INSULATION ceiling line Exterior way for access sheathing as draftstop and lay on plyw od Batt Insul CEIING FRAMING Seal joint with CONTINUOUS BEAD Fill entire Cavity to OF SEALANT Sheathing eala Insulation dams support subfloor behind tub _ Tub attic hatch - R-vat Non-combustable sealant Base late prevent loose-fill Typical equal to the Ceiling Double Frame Attic blocking p ESUBFLOOR GLUED,CAULKED Sealed tom—' Air Seal / insulation from exterior insulation re uirem n access opening Sealant Or „ OR GASKETED TO RIM Continuous Be6 wall 1/4 structural sheathing JOIST/RIM CLOSURE floor Gasket falling through adhesive access of Sealant or as enclosure liner sealed SEALANT Sealant solid blocking adhesive at perimeter and seams. � SILL PLATE INSTALLED 1" min Rigid or rigid insulation Weatherstri g Seal stairs Z Sealant Pre-Fab Fireplace OVER GASKER SILL g sealed around Weatherstripping Adhesi -Jlli-� Casin EXPANDING FOAM SEALANT "Qa 1x2 St 1/2 Gyp. Wall CONTINUOUS BEAD OF SEALANT Refer to manufacturers SEALANT Insulation. Air four edges ` Panel frame a p RECESSED LIGHTING FIXTURE g Pull-down gap Board Sealed at perimeter z Sealant 1/2" plywood DRYWALL CEILING specs for installation manual finish w/ soffit material staircase with caulk O 0 attic hatch or foam „ _ (see plan for size) AIR SEALING AT PREMANUFACTURED Typical foundation & framing z F—_ RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL (cr- PULL-DOWN STAIRCASE O DRAFTSTOP & SEALANT AT CANTILEVERED FLOORS _ _ > E-.. INSULATION AND WEATHERSTRIPPING EXTERIOR WALL OF BATHTUB ATTIC HATCH DETAIL AIR SEAL DETAIL Cad PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL 1 , " F— O This detail is for weatherstripping and draft sealing, TO BAND JOISTS It is not to be used as a guide for fireplace installation. NTS Baltic Door Energy Conservation Products g p 25x54 Attic Pull Down Stair Ladder Cover, v, Refer to Manufacturer for installation manual. R-50 Insulation n/ h-rO Attar Stair Covor Q LL Section N1109(R503)Alterations �— W N1109.1 (R503.1)General Eave baffle installed d .. �"` - R (� (� Q �` acent to soffit and eavedj GENERAL CODE NOTES Alterations to any building or structure shall comply with the requirements of the code for adjacent ,�.. "'"�•• -�,� `'" '� 0 � _3new construction.Alterations shall be such that the existing building or structure is not less vents. Baffle shall extend over Table R402.4.1.:1—Air barrier and insulation installation. conforming with the provisions of this chapter than the existing building or structure was the t0 of the attic insulation r- Q All design&construction in compliance and built accordingly to the prior to the alteration. p U �. 2020 Energy Conservation Construction Code of New York State. as per chapter 11 TYP. ROOF CONST. Q z —� TABLE R402.4.1.1 The authority having jurisdiction shall be permitted to determine an energy efficiency program to Alterations to an existing building, building system or portion thereof shall conform to the (R402.2.3) W AIR BARRIER AND INSULATION INSTALLATION exceed the energy efficiency required by this code. provisions of this chapter as they relate to new construction without requiring the ! -- COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa unaltered portions of the existing building or building system to comply with this chapter. 2 X CJ W/ INSULATION j N �/ LL All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy efficiency, Typ Fascia/ AS PER DRAWINGS 1, General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. NYS mechanical code, 2020 energy conservation consevation code of NYS. [NY] N1109.1.1 R503.1.1 Buildingenvelope Soffit See ' O requirements in the building envelope. Building envelope assemblies that re part of the alteration shall comply with OR HERS RATER �--- Section N1108(R502)Additions Section N1102.1,2 orN1102.1.4, Sections N1102.2.1 through N1102.2.13, Const. Dwgs i W O Exterior thermal envelope contains a N1102.3.1, N1102.3.2, N1102.4.3 and N1102.4.5. J continuous air barrier. N1108.1 (R502.1)General Exception:The following alterations shall not be required to comply with the requirements SEALANT O Additions to an existing building, building system or portion thereof shall conform to the for new construction provided that the energy use of the building is not increased: z Breaks or joints in the air barrier shall be provisions of this chapter as they relate to new construction without requiring the Typ. Exterior wall a- sealed. unaltered portion of the existing building or building system to comply with this chapter. Storm windows instal ed over existing fenestration. Existing ceiling, wall or floor cavities See Const. Dwgs 0 (1) C) An addition shall be deemed to comply with this chapter where the addition alone complies, exposed during construction provided that these cavities are filled with insulation. ry I_I_ OC) Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The where the existing building and addition comply with this chapter as a single building, Construction where the existing roof,wall or floor cavity is not exposed. rl ', installation density of the insulation shall be at the manufacturers'product or where the building with the addition does not use more energy than E ILL r— recommendation and said density shall be maintained for all volume of the existing building.Additions shall be in accordance with Section N1108.1.1 or N1108.1.2. Roof recover. each cavity. Batt type insulation will show no voids or gaps and Roofs without insulation in the cavity and where the sheathing or insulation is exposed P may maintain an even density for the entire cavity. Batt insulation shall be N1108.1.1 (R502.1.1)Prescriptive compliance k y during reroofing shall be insulated either above or below the sheathing. Surface-applied j installed ui the recommended cavity depth. Where an obstruction in Additions shall comply with Sections Nil 08.1.1.1 through N1108.1.1.4. window film installed on existing single-pane fenestration assemblies to reduce solar heat gain ' the cavity due to services,blocking,bracing or other obstruction provided that the code does not require the glazing or fenestration assembly to be replaced. RAFTER SEALING AT ATTIC EAVE I... _ Alterations w 2 [NY] N1108.1.1.1 (R502.1,1.1)Building envelope hich replace less than fifty percent of the luminaires within a s ° s m N exists,the batt product will be cut to fit the remaining depth of the New buildingenvelope assemblies that are art of the addition shall comply p Y P pace, provided °= ° E p p p y that such alterations do not increase the installed interior lighting power. EXTERIOR WALL AIR BARRIER SEALING EXAMPLE � m° - ° ` cavity.Where the batt is cut around obstructions,loose fill insulation with Sections N1102.1, N1102.2, N1102.3.1 through N1102.3.5. g g p w.°'�,w E t ° o shall be placed to fill any surface or concealed voids,and at the o 5 _ °; 2.4 N1109.1.2 (R503.1.2)Heating and cooling systems o ° manufacturers'specified density. Where faced batt is used,the Exception: Where unconditioned space is changed to conditioned space,the building o = a ° ° n New heating, cooling and duct systems that are part of the alteration �, o ° o s � ° a� installation tabs must be stapled to the face of the stud. There shall be envelope of the addition shall comply where the Total UA, as determined in LOW DENSITY SPRAY FOAM =. "0 m Z C's w ° P shall comply with Section N1103. �, _ °._ w no compression to the batt at the edges of the cavity due to inset Section N1102.1.5, of the existing building and the addition, and any alterations that INSULATION R VALUE IN c r c =.-r '� ' ' ° °o o "- N "o�Y are part of the project, is less than or equal to the Total UA generated for the existing building. Exception: $ _ ° 3 N Y >� 0 n 0 C o stapling installation tabs. ption: Where ducts from an existing heating and cooling system ACCORDANCE WITH N•- Ri id Foam or I M r, a.o E 3: are extended, duct systems with less than 40 linear feet in unconditioned spaces shall not g [ ' _:. 0 _ = v 3 m Insulation that upon installation readily conforms to available space N1108.1,1.2 (R502.1.1.2) Heating and cooling systems be required to be tested in accordance with Section N1103.3.3. Wood Blocking HERS REPORT �• ,.� �, ?rl 1 0 0 New heating,cooling and ducts stems that are art of the shall be installed filling the entire cavity and within the marmfacturcrs' g. g y p as backdam C ' cu•_•S•� addition shall comply with Section N1103. N1109.1.3 TYP. ROOF CONST. + i' s L = m N �� � �� E density recommendation. (R503.1.3) Service hot water systems �y+; a _ _ ° `o ° `o New service hot water systems that are part of the alteration ;' ? a o ° g C E w Ceiling/attic attic The air barrier in an dropped The insulation in an dropped ceiling/soffit soffit shall be aligned with the Exception:Where ducts from an existing heating and cooling system are extended to an addition, shall comply with Section N1103.5. Roof underlayment �`�— r '- z .N ro t= E o a y pp y pp �' p Y 2 x CJ W/ INSULATION '`--] i 1 ter^ J ; , t L) CU a)ceiling/soffit shall be aligned with the air barrier. duct systems with less than 40 linear feet in unconditioned spaces shall not be required ` t o = gi sealed to drip edg ,. ' N _ a, ° to be tested in accordance with Section N1103.3.3 AS PER DRAWINGS c a� = a E f v " °= N insulation and any gaps in the air barrier N1109.1.4 (R503.1.4)Lighting New lighting systems that are part of the - t o t = ° ° ~ v sealed. alteration shall comply with Section N1104.1. OR HERS RATER ~ " �' co a ~ co E a•s ° a N1108.1.1.3 (R502.1.1.3)Service hot water systems \ Access openings,dro down stair or knee Batt insulation installed in attic roof assemblies may be compressed at New service hot water systems that are part of the addition shall comply with Section N1103.5. Typ Fascia/ qc !I I p y p Exception:Alterations that replace less than 50 percent of the J wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation, luminaires in a space, provided that Soffit see SEALANT I t" shall be sealed. N1108.1.1.4 (R502.1.1.4)Lighting such alterations do not increase the installed interior lighting power. Const. Dwgs i I? New lighting systems that are part of the addition shall comply with Section N1104.1. non-vented Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated N1109.2(R503.2)Change in space conditioning T' "' "`"`"" "''''"'" t I a' 'tt':;;r,In79!,. ..:'Vii r!:.._., ;,' V plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermal Any nonconditioned or low energy space that is altered to become conditioned racro,,i :--__ i Z top plate and top of exterior walls shall be resistance of R-3 per inch minimum. space shall be required to be brought into full compliance with this chapter. Typ. Exterior wall (n sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs 2y' _l ,_I installed in substantial contact and continuous alignment with the air ' �_. Q barrier. Windows, skylights The space between window/doorjambs OPTIONAL - RAFTER SEALING AT ATTIC EAVE U W and doors and framing and skylights and framing TABLE M1505.4.3(2) WITH SPRAY FOAM INSULATION � 0 shall be sealed. INTERMITTENT WHOLE-HOUSE MECHANICAL' RATE FACTORSa•b DUCT SEALING REQUIREMENTS Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Q RUN-TIME PERCENTAGE IN EACH 4-HOUR Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain SEGMENT 25% 33% 50% 66% 75% 100% above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor cantilevered floors) framing cavity insulation shall be permitted to be in contact with the Factora 4 3 2 1.5 1.3 1.0 topside of sheathing or continuous insulation installed on the underside of floor framing and extend from the bottom to the top of all APPROVED WINDOW perimeter floor framing members. a. For system run time values between those given,the factors are pen^nitted to be OPENING LIMITING Crawl space walls Exposed earth in invented crawl spaces Where provided instead of floor insulation, insulation shall be determined by interpolation. DEVICE _ cY) shall be covered with a Class I,black permanently attached to the crawlspace walls. N vapor retarder with overlapping joints b. Extrapolation beyond the table is prohibited. W taped. r- O N Z - — — — — — — — — — — — — — 1) - - - - - Shafts,penetrations Duct shafts,utility penetrations,and flue TABLE M1505.4.3( WINDOW � Q unconditioned space shall be sealed. AIRFLOW RATE Q LU Cn shafts opening to exterior or CONTINUOUS .'.,'. REQUIREMENTS 24 APPROVED WINDOW c J {36'IN IBC UNITS) 4"SPHERE CANNOT NUMBER OF BEDROOMS PASS THROUGH FALL DEVICE CONFORM ILL � U DEVICE CONFORM TO Narrow cavities Batts in narrow cavities shall be cut to fit and installed to I FINISHED FLOOR HEIGHT ASTM F 2090 _ HEIGHTABOVE the correct density without any voids or gaps or LOCAL EXHAUST RATES TABLE M1505.4. FLOOR AREA 0 — 1 2--3 4— 5 6 —7 >7 FINISHED FLOOR R312.2 WINDOW FALL PROTECTION DIAGRAMS compression,or narrow cavities shall be filled by HEIGHT ABOVE insulation that on installation readily conforms to the (square feet) FINISHED GRADE AREA TO BE EXHAUSTED EXHAUST RATES Airflow in CFM TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. BE A MINIMUM OF 24"ABOVE THE FINISHED FLOOR AND GREATER THAN 72"ABOVE THE FINISHED Garage separation Air sealing shall be provided between the garage and KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS < 1,500 30 45 60 75 90 GRADE OR OTHER SURFACES BELOW ON THE conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE COMPLY AS FOLLOWS: Recessed lighting Recessed light fixtures installed in the building thernal Recessed light fixtures installed in the building thermal BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM 1,501 —3,000 45 60 75 90 105 envelope shall be sealed to the dr)ivall. envelope shall be air tight and IC rated. 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW 14� w Plumbing and Batt insulation shall be cut neatly to fit around wiring and INTERMITTENT OR 20 CFM CONTINUOUS 3,001 —4,500 60 75 90 105 120 A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES:WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior walls. There shall be no voids 2.OPERABLE WINDOWS THATARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION ,000 75 90 105 120 135 PREVENTION DEVICES THAT C gaps or compression where cut to fit.Insulation that on o 4,501 —6OMPLY WITH ASTM F 2090. .�••-� o1 installation readily conforms to available space shall TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO extend behind piping and wiring. 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE 6,001 —7,500 90 105 120 135 150 OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 V '� Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be T l exterior wall showers and tubs shall separate them from the showers and insulated. > 7,500 105 120 135 150 165 W o rubs. N1101.14 (R401.3) Certificate (Mandatory) [� H d _, o For SI: 1 square foot=0.0929 m2, 1 cubic foot per minute = 0.0004719 m3/s. Electrical/phone The air barrier shall be ins-,alled behind electrical or > M box on exterior wall communication boxes or air sealed boxes shall be installed. A permanent certificate shall be completed by the builder or other approved party and posted on a wall `n '� c p HVAC register HVAC register boots that penetrate building thermal in the space where the furnace is located, a utility room or an approved location inside the building. pQ ^° an o boots envelope shall be sealed to the subfloor or drywall. Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit '~ N Concealed When required to be sealed,concealed fire sprinklers shall directory label, service disconnect label or other required labels. The certificate shall indicate the q [�AC #' W ern lyr sprinklers onl) be sealed in a manner that is recommended by the ENERGY COMPLIANCE STATEMENT: predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components �u ,� lt�C`tiV manufacturer.Caulking or other adhesive sealants shall not such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; ^ TO THE BEST OF MY(KNOWLEDGE, BELIEF AND PROFESSIONALv o n � be used to fill voids between fire sprinkler cover plates and `p U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results walls or ceilings. JUDGEMENT, THESE PLANS AND OR SPECIFICATIONS ARE IN from an required ducts stem and building envelope air leakage testing * . COMPLIANCE WITH THE 2018 I.E.E.C. & 2020 N.Y.S.E.C.C. y q y g p g g performed on the building. I IC = insulation contact. Where there is more than one value for each component, the certificate shall indicate the value the largest t a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. covering9 est area. The certificate shall indicate the types and efficiencies of heating, �; � rs , eo cooling and service water heating equipment. Where a gas-fired unvented room heater, r electric furnace, or baseboard electric heater is installed in the residence, the certificate shall indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, electric furnaces and electric baseboard heaters. 8 65'-2"± A I OI O <C = I 1 � f 12"SQ OR 14"ROUND ' DECK FOOTING PER TABLE R507.3.1 FOR DECKS ' Q Z O ' 6'-2'/i' 6'2Yi' 6'-2'/„ 6' 1„ ' Q L1J (n SEE DETAIL ON DWG-2 -0 6-2/z' � I Q ry 1 V-6"x -------- --------------------------------------- 1 O O 2-2x8 P.T.GIRDER Cl) ,-------------------- +I------------------- Q 1 IIII I 1 , 1 IIII I 1 1 1 IIII I 1 `4 J v) W 1 I IIII I I r Q 1 IIII I I , ° 1 1 IIII I I 1 ° 1 1 IIII I I , Q J Section M1202 Existing Mechanical Systems _ Y Z' � I � IIII I , , 1 I un , , W I I IIII I 1 1 M1202.1 Additions,Alterations or Repairs I �' 0 @ --Inl-- , , Z IIII I 1 1 � es..F 1 I ' I I I I 1 1 N Additions,alterations,renovations or repairs to a mechanical system 0 EX rn ' I 1 shall conform to the requirements fora new mechanical system NEW WOOD DECK o O without requiring the existing mechanical system to comply with 1 I @ 16"oc ; ; all of the requirements of this code.Additions,alterations or repairs I 2xl0 FLOOR JOISL, @ 16"oc 1 1 ' ' ' r/ shall not cause an existingmechanical system to become unsafe, -21xl0 FLOOR JOIST +I ^ J {� Y EXISTING III I CO hazardous or overloaded. Minor additions,alterations or repairs to ( +I II l l EXISTING O O existing mechanical systems shall meet the provisions for new construction, ", ," in Ln .".' I II Z E Ef ;_'------------=Y _ F©_ ------_-_----- _® ---C---- '---F a F-------- -_F F13 1 IIn I 1 1 I- unlesssuchworkisdoneinthesamemannerandarrangementaswasin I --- ---- T--------------- -----------, ---- -=or; ,� the existing system, is not hazardous,and is approved. 2-2x10 P.T.GIRDER y ii EXI'STI N IS ' ' (n Q 1 IIII I 1 1 M1202.2 Existing Installations I 11'7"± 20'4" -,CRAWL SPACE ; ; +, n/ co Except as otherwise provided for in this code,a provision in this code DECK LATERAL HOLDOWNS ' 1I i I�t. LL. r shall not require the removal,alteration or abandonment of, I SIMPSON DTT2Z w/ 8 ' ' [lit nor prevent the continued use and maintenance of, 1/4"X 1-1/2"SIDS SCREWS ° ° "'I ' N REWS Inr an existing mechanical system lawfully in existence ONE WITHIN 24"OF EACH END I w at the time of the adoption of this code. AND TWO SPACED EQUALLY i o @ p BREAKUP& ALONG DECK REFER TO o to REMOVE EXIST NG ao rn o� X X 1 1 IIII I I 1 y M1202.3 Maintenance N ~ CONCRETE/ST NE cv ~ 1 I , 1 E o DETAILS ON DWG-2 I w cn N p PATIO/STOOP 0 ' ' "" ' ' 0 o f6 0 Mechanical systems,both existing and new,and parts I -' m rn o a thereof shall be maintained in proper operating condition _ _ _ _ _ _ _ _ _ _ ; ; ---------I«----__-----___----_- rn �, o a � E m L In accordance with the original design and in a safe and sanitary condition. r DECK ' ' ' 0 o °'o ° > Devices or safeguards that are required by this code shall be maintained I r — — — — — — — — — ECK 2X10 DECK LEDGER HOLDDN ,____________I_ _____, c 'z ° " a m `m in compliance with the code edition under which such devices and HOLDDN SEE DET. ON DWG 2 ------'- safeguardswereinstalled.The owner or the owner's designated I ; "- '------'-"'"'--"'"'"----'--'---w-----"'-------"' - --"- , ' ' ° agent shall be responsible for maintenance of the mechanical systems. 1 ; ; 0 0 o a o o '� u o 0 g p Y I 2X10 DECK LEDGER , , , , a u o Y m m E Y To determine compliance with this provision,the building official shall �, w SEE DET. ONDWG2 ---------------------------------------------- ----- -------------------- have 1 iu y E c o 'mom aao c ° have the authority to require a mechanical system tobereinspected, -------110-------------------------------------------------------------------- ; , I ; aY U).2 3 s c'c �3 ° m --- ---------------------------------• •---------'-------------- ' ' ' ' v) N 0)v7:- ALL WORK SHALL CONFORM TO; I 1 I 1 I 1 1 +1 (6 ` G 1 1 1 1 ' I , 1 to LL = N EXISTING DIRECT VENT a � = o o ° o > 1 HEATING SYSTEM v 0 0'� L c ai a n 2020 NYS RESIDENTIAL CODE BASEMENT m I ISLIANCE , , 2'z L v;a =U 1 I 1 1 0 I ' ` v7 ° = REMOVE EXISTING cn INSTALL IN COM L ° ti. f0 APPENDIX J Lu ~J W/RESIDENTIALI,ENERGY ------- L o'-= ¢ " r o o ° CONCRETE BLOCK ( cn m c a E m 0-o f0 " °r- FIREPLACE FDN F-- a O O J , &MECHANICAL ODE , , 0 a. m E a c`o a SECTION AJ301.4 -ALTERATIONS - LEVEL 1 ; ; ; ; PATCH CONCRETE Ln o P Q ' 1 - ------ FLOOR ----, 1 SECTION AJ301.5 -ALTERATIONS - LEVEL 2 ; ; FLOOR r — — ,__, z of o 0¢ I 0 w SECTION AJ401 - REPAIRS "I'_ - , o , I NEW GAS 1 i i U) OO '�Z I [n BOILER , , I J O w I N MAINTAIN REQUIRED SEPARATION 10 1@ O LU DISTANCE FROM I HEAT l I I I SYTEM Structural Note: w o z I PRODUCING EQUIPMENT TO 1 _ NEW INT. FOOTING/COL �, , r IN N 24"x 24"x 12"THICK COMBUSTIBLE MATERIAL AS PER I li i 1 I 1 1 i I �•••-•�� I ALL STRUCTURAL WORK SHALL , , , , 6X6 �II IIII 11 11 IIII,}- CAST-IN-PLACE CONCRETE MANUFACTURER'S SPECIFICATIONS p 11 REMOVE Lvs EXISTING COMPLY WITH APPENDIX J ' ' ' ' POST CITING&4"DIA STEEL _j o SECTION AJ601.9 , , , , I ABOVE I ` - - - - --_- P ST C LUMN V , LL — JJ LL`_�'�JJ� � AND LATEST MECHANICAL CODE. LL I I' ' OIL TANK 1 1 1 1 ------ L -- =1 ------- - --- , -----• •-----, POST NI Z II 1 1 1 1 1 I I I I I I I OVE I T 1 I I 1 I I ABOVE I Q ' ' +1 Mechanical systems 1 1 T' ------ ------ -- -- -------Ij _ ---- _-_---- - -'-------------- -- --' -------------� -- ------ -I ----~='z _ _ ______ _ N Y---=_____________ ==�=-L-------C- -_C7--�--�- -------------''- -----==_ ----C- -I '---------- C==�-1-C--===_______- �-_�__ -___ - -'�-- - THE MECHANICAL SYSTEMS SHALL 1 1 1 r J I i --- -i - ------ T LO BE INSTALLED IN ACCORDANCE WITH `N N i i _ J_ 0 O li i APPENDIX J AJ601.10 Plumbing Note: 7' 1" T-1"± rn 1 7'-1 1 1 1 1 1 1 ALL PLUMBING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ; ; NEW INT. FOOTING/COL 1 O I , ; APPENDIX J SECTION AJ601.11 ' ' ' ' 24"x 24"x 12"THICK 2-2x8 1 1 VENT CLOTHES DRYER EXISTING GARAGE 0 '� - IN ACCORDANCE WITH M 1 C CAST-IN-PLACE CONCRETE iv ; T _ ______ , � ; , N Electrical Note: ' ' ' ' FOOTING&4"DIA STEEL L I- 2-2x8 I I o , , CHAPTER 15-CLOTHES CD LtJ ALL ELECTRICAL EQUIPMENT,SERVICES 1 O o CD -) n O - J------ ~ ' 1 1 1 1 1 1 O COLUMN O I I I I I I I ' ' DRYERS EXHAUST. N 0 I 1 1 I —I ILL ° 0 2X4 FRAME AROUND n I I O 1 _ STAIRCASE FROM FLOOR ' 1 AND WIRING SHALL BE INSTALLED , I IN ACCORDANCE WITH APPENDIX J 1 , 1 0 i�° = REMOVE EXISTING O �° TO CEILING. TREATED SHOE O ; i i i ; i i i ' ' N Z SECTION AJ601.12 ; ; ; ; N @ STAIR AND IN FILL x @ PLATE AND GYP.WALL BD Off I I I I I I I I 1 0 1 WITH 2X10 FLOOR JOISTS LU o INSIDE FACE OF WALL MIN, LL I I I I I I I J 16"OC AND SUBFLOOR TO MATCH ATTACH RAILINGS.HANDRAILS I I U , ;- UJ W 1--P I I I I I I 1 , Fire & Life Safety Note: ; z N 34"-38"ABOVE NOSING. N R IL 1� , 1 1 tW LLI NEW STAIR CASE 1 , ALL SMOKE ALARMS,CARBON ; ; R302.7 UNDER-STAIR PROTECTION - &RAILING 1N NEW ' Q MONOXIDE ALARMS OR 1 1 ENCLOSED SPACE UNDER STAIRS THAT STAIR OPENING i m AUTOMATIC SPRINKLERS SYTEMS ' ' --------------- IS ACCESSED BY HAVE DOOR OR ACCESS 3 2x10 s __ �_________________________________ ._________.____________ PANEL SHALL HAVE WALLS,UNDER-STAIR -- -'' `- I _1 STAIR PEIZ NYS CODE ' ' +' � � � SHALL BE IN ACCORDANCE APPENDIX J - 1 SURFACE AND ANY SOFFITS PROTECTED i ; o ' 1 ON THE ENCLOSED SIDE WITH I I ' 112-INCH GYPSUM BOARD. ce) 1 1 I ------------------------------------ - --- -------------------------- -- - - - - _ -'---- - - ------------ , 1 , I I ' 1 NEW INT. FOOTING/COL 24"x 24"x 12"THICK CAST-IN-PLACE CONCRETE FOOTING&4"DIA STEEL COLUMN I 26'4'/Z"± 35'-9"± I � /� [� i� �1 STAIR HANDRAIL NOTE: 65'2"± 0 PROVIDE HANDRAIL ON AT LEAST ONE SIDE ct OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT Z WITH FOUR OR MORE RISERS. > M HANDRAIL HEIGHT MEASURED ABOVE STAIR TREAD NOSING,SHALL NOT BE LESS THAN GENERAL EXISTING CONDITIONS NOTE: j' l 00 34 INCHES AND NOT MORE THAN 381NCHES. FOUNDATION PLAN V p ALL EXISTING DIMENSIONS AND CONSTRUCTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL SCALE: 1/4" = V-0" WERE TAKEN FROM;SURVEY, ORIGINAL PLANS, �O M LENGTH OF THE STAIR FROM A POINT DIRECTLY AND FIELD MEASUREMENTS. -� ABOVE THE TOP RISER OF A FLIGHT TO A POINT ALL MEASUREMENTS SHALL BE VERIFIED BY _ rN DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. Mechanical Systems CONTRACTOR PRIOR TO RENOVATION, ORDERING Of �5 MATERIALS AND START OF CONSTRUCTION.CONTRACTOR THE MECHANICAL-HVAC SYSTEMS IS RESPONSIBLE FOR FIELD FIT AND FIELD ADJUSTMENTS. (? = 3 HANDRAILS ADJACENT TO A WALL SHALL HAVE A SHALL BE DESIGNED AND INSTALLED ARCHITECT DID NOT MEASURE INACCESSIBLE AND SPACE OF NOT BE LESS THAN FOR EX INCHESCEPTIONS. REFER TO IN ACCORDANCE WITH PART-V CLOSED AREAS,WHICH REQUIRE THE CONTRACTOR TO OPEN SEE NYS CODE FOR EX . INACCESSIBLE AREAS AND VERIFY CONSTRUCTION AND NOTIFY BETWEEN THE D THE HANDRAIL. OF THE NYS RESIDENTIAL CODE NYS CODE FOR GRIP SIZE SPECIFICATIONS. ARCHITECT OF CONDITIONS. OWNER TO NOTIFY ARCHITECT OF ANY DISCREPANCIES OF .. ;a EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION. 0130110 ,i f�l U 0 Cf) < z0 z 'd --------, < Wz �- N J LL ^ Z I 7 CLEARANCE FROM U Z O i /FROM WALL OR "I I/ TUB/SHOWER I I O J 25'-8" 6'-1'/i'± RECONST. EXISTING MINIMUM TOILET CLEARANCE � O Z DECK Qq QO Q 05 > F- SCALE: 1/4" = V-0" - EXIST VV% EXIST q,V EXIST Vq,SEXIST � � O IN ACCORDANCE WITH FIGURE R307.1 Q z O 2020 NYS RESIDENTIAL CODE 2-2x10 0 W CO I o &U *' 15'-6" O O v >_ ry W 3Y�' � >� � 3'/z„ EXISTING U) o M.BEDRM I X 0 I- J SITTING RM M° _ W g8'-0"CLG HT U F- 1'-7" r) of 0 z J -w " "(3)1-3/4 x 14 -LVL FLUSH- ; - -v- - Z - W F—=- - - - — � a, EXT.WALL ABOVE o �' 'I w N � U- X X 0 c`-) 11LL W 0 3 N N , NEW TJI 560-14"-FLOOR JOISTS fa.16"OC O v,I +I O LL N I r I N 0 co o I M ' +I ICY— W ADA COMPLIANT _ TOILET EXISTI �G "X 80" CD (3)1-3/4"x 14"LVL FIRE H DR n LL TZ (2)1-3/4"x 14"LVL FLUSH RIM BEAMANDERSEN M N c (2)1-3/4"x 9-1/2"LVL 4'-6'/z' 10'-8TENIF " c •° o `o)N 3'/2" I I (T G7 y 2 Q d.` - w c�_ E m -6 FAN V ��RELOCATE EXISTING ;' N ° 3'8" 5'-0"± DOOR w.°u � y a � cw � c NI U � °7 O w •�) O I \ S R ` o u °ae >a -0. m m 2 c `o rn 13-10" 127's" ° ° EXISTING BEDRM # 1 _ � 0,ao � �toot:! N uIT � Nc > °� �_ F0o 8'-0"CLG HT t L g m h A-o-.3 o f RECONFIGURE EXISTING B THROOMS O =A�M�E�10:�UT L) C v o s o o w ° o w o EXISTING I NEW FLOOR FINISH,NEW GYP BID _ F N HVA r•°•N s= a o CEILING AND WALLS,NEW FIXTURES CHASE AS 2 c - N S CU c c U `n PLUMBING,LIGHTING AND CABINETRY ® I REQ'D In o -_ ° ° o c ` DINING ROOM i L �� - i NEW TJI 560-14"-F OI JOISTS C t C Z c� ¢ , Iv o c o 0 3'0" 8'-0"CLG FOR A COMPLETE BATHRO M RENOVATION. �- C r=3 m = I c E n.c_o n j8 8 O ; 3-2X4 POST REMOVE TO TOP OF G° -4- BASEMENT = r` EXISTING GIRDER 1 I I I BRICK _ I \2X1 POST „ 2, D I III I FIREPLACE U I IOP OF O _ G LOCATION OF F EXISTING GARAGE L — —11 _j +1 D I MENT TOILET ABOVE EXIST. +' - - J- - - - - � LL GIR R '1 N +D NEW 3 1/2"x 11 7/8"LVL Flush - J I j EXISTING to j I °O CLOS N _I r7 NEW 6X6 I a LIVING RM I N 6 O ci POST TO EXIST.VAULT X I _ j 6 TOP OF _ - ---_-- - - - - - - - - - 5 BASEMENT I I (2r 1 3/4"x 14"LVL GIRDER LL• - -- ---------------------- IOC N II OPEN DOWN I �- c� ' v I ' I Cl) REMOVE EXISTING +I D Z _ KITCHEN � � REMOVE EXISTING ____ _ BASEMENT STAIR v_� STAIR GUARD IL _______ EXISTING REMOVE AND REPLACE 8'-0" - x — -� WITH KITCHEN I z GYP BD CLG 1 w EXIST, _, LL REMOVE EXISTING CEILING I,I �, BEDRM # 2 +1 CLOS EXTENSION w 10 IN THIS AREA ;---' I '1 r 8'-0"CL9 HT CN v N W ,., UP N N I O -I I I I I � 13'-10" 2,_0„ N ---- -1.I (2)1-3/4"x 14"LVL; - (- -----, _ �- O Z I I I I coI - I ° I I I I I I q I I ; I �I in p `� ' 10'-8"± �: CO D LLl 8'0„ ----- I ; N 3'/z" m Q It I 7 II I ' W + RENOVATE EXISTING KITCHEN 3'-0" ' ' ; M LWL NEW FLOOR FINISH,NEW GYP BD M __ __-_ _ J____ ®m _�� c _ CEILING AND WALLS,NEW APPLIANCES, I PLUMBING,LIGHTING AND CABINETRY. FORA COMPLETE RENOVATION. EXISTING ROOF RAFTERS AND CLG JOISTS I H WOOD LANDING&STAIRS& REMOVE BEDROOM #3 ' RAILINGS AS REPLACE WITH NEW STAIR �► ---------------------------------------------- PER CODE WINDOWS, EXTERIOR FRENCH & SLIDING DRS TO 2ND FLR AND BASEM T Plans indicates ANDERSEN series 400 Tilit Wash ; Model Numbers and shall be In accordance with R009 To be designed & installed as per manufacturers specification for 140 ultimate design wind speed ; N and Table 301.2(2), 301.2(3) [NY]915.3.3 Residential Buildings and Commercial Buildings 1ST FLOOR PLAN 14 Provide HP LOW-E4 glass; U = .30, SHGC = .30 With an Attached Motor Vehicle Related Occupancy EGRESS: shall meet R 310 SCALE: 1/4„ = 1 -0„ WINDOW FALL PROTECTION: shall meet R312.2 Carbon monoxide detection shall be installed in a central or otherwise approved rrl O location in each occupiable space in a commercial building and within 10 feet of Substitutions made Upon meeting Code. the entrance to sleeping areas and sleeping units in residential buildings v Z See page one, general notes for additional and commercial buildings that: AREA SCHEDULE code requirements. kn �l 1. Have a communicating opening with an attached motor vehicle related occupancy, NAME AREA [�] ., M V 2. Share one or more common walls with an attached motor vehicle related occupancy,or EXISTING FIRST FLOOR AREA 1631 sq ft. KEY R312.2 WINDOW FALL PROTECTION NOTE: 3. Are located one story above or below a motor vehicle related occupancy. 00 EXISTING GARAGE AREA 321 sq ft. x r EXISTING WALLS ® :10 1 c� TOP OF THE WINDOW SILL SHALL PROPOSED 2ND FLOOR AREA 631 sq ft. /y/ O M BE A MINIMUM OF 24 ABOVE THE FINISHED CIS SMOKE AND CARBON MONOXIDE ALARMS FOR S-7r NEW WALLS MM II �7 rn .. �.,_ FLOOR AND GREATER THAN 72"ABOVE THE REPAIRS,ALTERATIONS AND ADDITIONS: FINISHED GRADE OR OTHER SURFACES In accordance with Appendix J SMOKE DETECTOR S TO BE REMOVED O [ _ _ _ _ ] WALL S BELOW ON THE EXTERIOR SIDE OF THE When repair work,alterations,interior alterations CARBON MONOXIDE DETECTOR yn BUILDING. SHALL COMPLY AS FOLLOWS: and additions requiring a permit occur, CO REFER TO DWG-1 GENERAL NOTES the dwelling shall be provided with smoke alarms IN ACCORDANCE WITH SECTION 915 OF THE rs R312.2.2 WINDOW OPENING CONTROL DEVICES: and Carbon Monoxide Alarms located as required 2020 IFC,R314,R315 OF THE RESIDENTIAL for NEW DWELLINGS and shall be interconnected CODE OF NYS Ar WINDOW OPENING CONTROL DEVICE SHALL and hard wired. COMPLY WITH ASTM F 2000. THE OPENING s DEVICE AFTER OPERATION TO RELEASE THE �,�� o�gplo DEVICE SHALL ALLOW THE WINDOW TO OF N FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE TO MEET EGRESS R310.2.1 BRACED WALL PANEL.a PER PLAN BRACED WALL LINE 2-1 2-2 2-A 2-B TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS_WSP CS-WSP BRACE WALL LINE SPACING(FT).b 25.5 25.5 15.25 15.25 A-L TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 24" 24" 24" 24" TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 6.2 6.2 4.5 4.5 qq TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c E1'1%1�211 2 < 1. EXPOSURE CATEGORY I I 1 1 2. ROOF EAVE TO RIDGE HEIGHT .85 .85 .85 .85 3. WALL HEIGHT .9 .9 .9 .9 ------- -- < 4. NUMBER OF BWL PER DIRECTION I 1 1 1 LU x 8. HORIZONTAL BLOCKING IS OMITTED NA 2 2 2 C7 RESULT REQUIRED BRACED WALL LENGTH (FT) 5 10 8 8 16-21/2"± Ld TABLE R602.10.5 page 193 ADJUSTED LENGTH 1.5 x ACTUAL (FT) n z 0 H C/) PER PLAN BRACING LENGTH PROVIDED (FT) 5.8 16 16.83 18 36"HIGH STAINLESS STEEL CABLE RAILING Y Y Y < L _TY _J ------Ll Ld - --------------- COMPLIANCE YES NO 20 r,,A X 2"1' a.Linear interpolation shall be permitted K)1 E: �.I I:N li 01-1 S I -I I- b.Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different, A 7 Il',C� �' the average dimension shall be permitted to be used for braced wall line spacing. H F i Q L'I A LL FT� ",C.,PV PO•�.7 OF 1 HE BRAC��D ABBREVIATIONS; BWL=BRACED WALL LINE, U) BW=BRACED WALL, CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL CS-PF CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION L it i U_ TL_ F- CO 0 LL 0 64" T-T' T-6 13/16" z 5-4 U) CS-WSP L0 co CS-WSP C) 2 H ILI zo CL +1 U) 24-2zxyll Ou 2-200 I c CD 9 L L)U) 31/2" 51/21, 2x10 RAF1 ERS 16"oc EL BWL 2-1 BEDROOM#3 E Cn in 8'4'CLG HT E x 2x8 CEILING�'O ISTS @ 16"oc BO CD a E o 2x4 COLLA�TIES @ 48"oc hw E 2 0 CU U CY) W 0 0. Nu -2.0 :&.2c ,Z.!E, f TW2046 _Y1 0 0 0 - M 0,2 S 2 0.2 `.0 0 L)- L t C, 0 2 00 2 0 .0 = CL C 2 Cr 0 C ui W 0 0_E_ 41-0" >-J o 8 .0 L., M:S (D NEW FAMILY RM I W �D ]6-6 0 M CD 8'4'CLG HT 2 CLOS -cli C i Of 'Cul CO._ -C H S; W :� rz � -M 0 '0 - �:- N\ �! I �_ . �,- S 0,- JS M, X % z 0 0 00 0 -0 J? r- '@ x W z cu 2L 0 .2 1E E �5 V CU c U�-0 L-E a)­­ 0 n-E-E M L d 0 :3-0 =3 a a 0 2 �5 W3-2x8 19 L) u) ca Er F- m E 6� 0 CL U) Cl) z 51/21' ----- -- < L) l'-6%' zo -1 9 LO ILL N 8'-6" 10'-6"± 0 2-RAFTERS 0 W I SI EXISTING VAULTED _0 I LLy I CEILING BELOW z GUARDRAIL 2x10 RAFTERS C@ 16"oc 0 2x1 DRAFTERS Cy)16"oc DOWN U) 2x10 CEILING JOISTS @ 16"oc cli 2x10 CEILING JOISTS @ 16"oc: 2x4 COLLAR 2x4 COLLAR TIES @ 48"oc U) x _j NEW FAMILY RM co OPEN TO BELOW CN U) E2 8'4'CLG HT L) (n - ---- C) U_ I 0 CV ----------- _J < >_Jui 0 0 z 0 C/) W z U 3: < LU CL L]Ij Cn --------- /x BWL 2-2 :7 \11�� 1 11 > < C) I I N - W w a < GRESS ILL U) ix 4 x I WINDOW-36" ABOVE LANDING CE-1 _R uvr_ LEVEL WINDOW BELOW 3 j2xf 3-2x8 EXISTING CS-WSP CS-WSP i0 CS_WSP EXTERIOR WALL z-- - - - - - - - - - - - - - - - 6-_1 07/11 3' 11 ._11 7/1611 31-0 15/16" 4'-0 116-3" 4'-71/2" 4-4' 6-71/2" 4'-71/2" C9 cli cli 20'-21/."± ct 11'12 M P-0 BRACING METHOD NEW 2ND FLOOR PLAN UInn ROOF PLAN CS-WSP CONTINUOUS SHEATHING SCALE: 1/4" = V-0" SCALE: 1/4" V-01' WOOD STRUCTURAL PANEL ct DETAIL 4 1 ON DWG-2 WALL BRACING & ROOF FRAMING PLAN M (��) ID CS-P F CONTINUOUS SHEATHING SCALE: 1/4" = V-0" WINDOWS, EXTERIOR FRENCH & SLIDING DRS R312.2 WINDOW FALL PROTECTION NOTE: PORTAL FRAME Plans indicates ANDERSEN series 400 Tilit Wash bl) OC NOTE:DIMENSIONS ON THIS PLAN ARE FOR CALCULATING BRACE WALLS ONLY o r. CA DETAIL#3,DWG-2 Model Numbers and shall be In accordance with R609 TOP OF THE WINDOW SILL SHALL NOTE: HORIZONTAL BLOCKING MAY BE OMITTED To be designed & installed as per manufacturers BE A MINIMUM OF 24"ABOVE THE FINISHED specification for 140 ultimate design wind speed FLOOR AND GREATER THAN 72"ABOVE THE GB GYPSUM BOARD AS PER THE WIND ADJUSTMENT FACTORS; and Table 301.2(2), 301.2(3) FINISHED GRADE OR OTHER SURFACES BRACED WALL NOTES: TABLE R602.10.3(l), TABLE R602.10.5, TABLE R602.10.3.(2) Provide HP LOW-E4 glass; U = .30, SHGC= .30 BELOW ON THE EXTERIOR SIDE OF THE .ED ARC, EGRESS: shall meet R 310 BUILDING. SHALL COMPLYAS FOLLOWS: REFER TO DETAILS ON DWG-2 1. BRACING REQUIREMENTS AS PER TABLE R602,10.3(1) WINDOW FALL PROTECTION: shall meet R312.2 FOR HOLDOWNS,STRAPPING, BRACED 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 Substitutions made upon meeting Code. R312.2.2 WINDOW OPENING CONTROL DEVICES: WALL DIAGRAMS AND DWG-1 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 FOR NAILING SCHEDULE, ALL BRACED See page one, general notes for additional WINDOW OPENING CONTROL DEVICE SHALL 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE WALL PANELS SHALL BE FULL-HEIGHT code requirements. COMPLY WITH ASTM F 2000. THE OPENING SECTIONS OF WALL WITH NO VERTICAL SHALL BE OFFSET NOT MORE THAN 4 FEET. OR HORIZONTAL OFFSETS. 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL DEVICE AFTER OPERATION TO RELEASE THE THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. DEVICE SHALL ALLOW THE WINDOW TO BWL 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH FULLY OPEN TO MEET THE CLEAR OPENING E��O°�r BRACE WALL LINE END OF A BRACED WALL LINE 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL AS REQUIRE TO MEET EGRESS R310.2.1 OF.N PANELS SHALL BE NOT GREATER THAN 20 FEETAS PER FIGURE R602.10.2.2 t z z O � -_—_—_— TOP OF ROOF a O O / 12 12 12 12 O D 7� Q7 7� Q7 in o REMOVE EXISTING BRICK CHIMNEY AND GUTTERS&LEADERS Q W SISTER NEW 2X6 RAFTERS TO EXISTING, AS REQUIRED MATCH&PATCH,PROVIDE TYPICAL LL.LL... TOP_OF PLATE —_- ; _ _ - NEW 1/2"PLYWOOD SHEATHING,UNDERLAYMENT, _ _ _ r I' &SHINGLES TO MATCH EXISTING ROOF I EI - REMOVE EXISTING PITCHED ROOF 12 J - --LL.L AND REPLACE WITH FLAT ROOF DECK qin r - J WITH 36"HIGH CABLE RAILING SYSTEM 7 �J 00 EXISTING ROOF EXISTING ROOF TOP OF SUBFLOORI — - N LL TOP OF PLATE III Hill TOP OF PLATE O 2 Li O LL O 00 i ro O � LL TOP OF SUBFLOO —__ - _ TOP OF SUBF- _- - - TOP OF TOP OF FOUNDATI N I FOUNDATION o — ..,IIJ tr'71 I I N O 4"reinforced i I I E•- � a z PC Pad on grade , , , o o E y I I I I I (maximum one Riser) I I I i I I( I II II I I 6 °Oa, o, oE2 w �0E0 � Oip r- UN �°0 -Z. U- 8 � '2' I I I i I I TOPOF FOOTING — —-- ' - - ' - - - - - - - - - - - - - - - -' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -' - - - - - - - - - - - - - ' ' - - - - - - - - - - - - - - - - - '- - - ' - - - - - - - - - - - - - - - - - - - - - - ' - ' - -— TOP OF FOiOTING a,o °`o y 0 o 6 a Lt I I I I I = von = 15 01 a�i '� ° C - - I - - - - - - -L-_,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - � C - - - - - _ - - - - r = r - - -1 - - - 1 - - - - - - - - - - - - - - - - - - - - - - I - � — — - ca Y N N = O [0 O d� C O nZin.0 sin �2+_zt 0 3 p C p O d V N C N U p,•Z+ = Ul Vi 07 In a1 N CU Co REAR ELEVATION LEFT ELEVATION L= _ I a 0) '6-2° E C e o o o ° o 0 0 U - 1 - 1 y C C1 ca o In d oL w SCALE: 3/1611 - 1 -011 SCALE: 3/1611 - 1 -011 � 0 �M =0,- E a v _ — TOP OF ROOF 12 FS F O s P�� 7 G� 12 12 cc `� 12 7� 7 S��A ���� 7� 12 A�yy REMOVE EXISTING BRICK CHIM 7 SISTER NEW 2X6 RAFTERS TO EXISTING, GUTTERS&LEADERS MATCH&PATCH,PROVIDE AS REQUIRED NEW 1/2"PLYWOOD SHEATHING,UNDERLAYMENT, TYPICAL &SHINGLES TO MATCH EXISTING ROOF r _ - - , P OF PLATE -_ _ __ TOP OF PLATE LiLL III - GQ i CDOff' L _ CV ILL! b� EXISTING ROOF oncealed fI6 n 111111 1 CV Z T is I ical F IL EXISTING ROOF Mill IIIII 12 12 1 17 17 1 TT� ^ I j I I ITIA I I I I I Q 7� 7 i TOP OF SUBFLOOR N 12 - W LLl _— _ — _ _ 127 TOP OF SUBFLOOR IY J m W Q _ TOP OF PLATE 7 - — TOP OF PLATE ILL! 0 LL IY (q T - ® ® ® - -- --- --- —-—-— --- w LANDING LEVEL � BID - .-___,VINYL COMPOSITE SHINGLES----- 7 TOP OF SUBFLOOR — _ ill ! HIM = TOP OF SUBFLOOR TOP OF FOUNDATION 0 _— —_- TOP OF FOUNDATION I I I GAS FURNACE j cV I I TERMINATION � 31IT-10 13/16" 16'-813/32" z VENT C? i .-a SETBACK SETBACK I I I � I I I CIO I I I I o _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TOP OF FOOTING _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ct - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 'I - - '� - — �' - - - - - I' - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - ' -- —- TOP OF FOOTING a) L FRONT ELEVATION p� x RIGHT ELEVATION r O � M � SCALE: 3/1611 = 11-On SKY PLANE OF LOT — 1 SJ,i, ;•. ��. �' THE SKY PLANE IS FORMED BY IMAGINARY LINES STARTING AT ALL PROPERTY LINES PARALLEL SCALE. 3/16n - 1 -0n F-D ARov,� 0 OR ADJACENT TO THE BUILDING OR STRUCTURE AT 10 FEET ABOVE THE AVERAGE ELEVATION �`b OF THE NATURAL GRADE (PRIOR TO ANY GRADE ALTERATION OR FILL) AND EXTENDING INWARD TOWARD THE CENTER OF THE LOT AT A 450 ANGLE. 019ola o� -1 I F1 R802.4.6 COLLAR TIES WHERE COLLAR TIES ARE USED TO CONNECT OPPOSING RAFTERS, THEY SHALL BE LOCATED IN THE UPPER THIRD OF THE ATTIC SPACE AND FASTENED IN ACCORDANCE WITH TABLE R602,3(1). COLLAR TIES SHALL BE NOT LESS THAN 1 INCH BY 4 INCHES NOMINAL, SPACED NOT MORE THAN 4 FEET ON CENTER. RIDGE STRAPS IN ACCORDANCE WITH TABLE R602.3(1)SHALL BE PERMITTED TO REPLACE COLLAR TIES. R905.1.2 ICE BARRIERS; SELF-ADHERED POLYMER MODIFIED - BITUMEN SHEET USED IN PLACE OF NORMAL UNDERLAYMENTAND 12 EXTEND FROM THE LOWEST EDGES OF EXISTING 1 R806.3 M.BEDRM MIN. 1"AIR GAP 7 ALL ROOF SURFACES TO A POINT NOT o BETWN INSULATION LESS THAN 24 INCHES INSIDE THE SITTING RM ifl THE BUILDING. N1102.2.3 R402.2.3 EAVE BAFFLE ON ROOFS WEXTERIOR ITH SLL LtOPEFEQUAL OR GREATER 7 ( ) AND SHEATHING THAN 8/12,THE ICE BARRIER SHALL ALSO BE Z FOR AIR-PERMEABLE INSULATIONS IN VENTED ATTICS,A BAFFLE SHALL BE — APPLIED NOT LESS THAN 36"MEASURED ALONGINSTALLED ADJACENT TO SOFFIT AND Q THE ROOF SLOPE FROM THE EAVE EDGE OF TIHE O J EAVE VENTS. BAFFLES SHALL MAINTAIN 12 BUILDING _ AN OPENING EQUAL OR GREATER THAN 7 THE SIZE OF THE VENT. THE BA'FLE � i z FZ O SHALL EXTEND OVER THE TOP a OF THE ATTIC INSULATION. � nn O F_ gowNN Mull Q Q �� COMPOSITE DECKING ON RT.2X6 TOP OF PLATE �_ O RIPPED FOR A LEVEL DECK — - - — - — - — - — �. SURFACE INSTALL EPDM STRIPPING ON Q z O BOTTOM OF EACH SLEEPER AS PER 10'-8" R-38C BATT R 2.5.2.1 LAPPED JOIST MANUF. INSTRUCTIONS AND DETAILS. W r^ TA Q v J INSULATION ® ®L PED NOT LESS THAN 3". Q ci S LL BE NAILED 16d FULLY ADHERED EPDM ROOF MEMBRANE w MMON NAILS IN ACCORDANCE PROTECTION BD AS REQ'D BY MANUF. z �... W RAFTER/CEILING JOIST HEEL H TABLE R802.5.2 ON DWG-1 3/4"CDX PLYWD SHEATHING �/ 7 JOINT CONNECTION FAMILY ROOM L.L.. Z ----- O _o b 10 8 SHALL BE NAILED TOGETHER IN ACCORDANCE Q 15'-6'/2' U WITH TABLE R802.5.2 BAT ROOM (CLOS 36"HIGH STAINLESS STEEL O tJ... J o� (SEE DWG-1 FOR TABLE) BEDROOM#3 CABLE RAILING SYSTEM �t WITH SIMPSON H2AAT EACH I NEW 14"TJI F OOR JOISTS W Q 99 13'-10' 27'-6" r 5 0 RAFTER TO STUD. 12 AND 3/4"SUB LOOR .__I DINING � 7 n Li I T-1 _ _ _ _ TOP OF SUBFLOOR Q � W BEDROOM#1 R-21 BATT z INSULATION N n/ UL @ RIM JOIST TOP OF PLATEto L.L C .•. .•'. •.•..•."..•. ••.. Q O j FLUSH LVL EXISTING CEILING TO REMAIN 1-3/4"x 14"LVL DECK JOISTS �- - — , LIVING ROOM ' "'— A- r <1A M e EXISTING CEILING TO MR ® ® ® ® ® R AM O LE 1 SIMPSO -2A +o' O `li 1 CAR GARAGE - — — — J `V io JOtSTC � �-- Z ---- -- N EXISTING EXTERIOR BEDROOM#1 " F= O WALL CONST. I Dn 00 1/2 PLYWD SHEATHING STUDY i SUN O w 2X4 STUDS @ 16"OC - -- -- r 2' VAPOR BARRIER, KITCHEN 9 W r VINYL SIDING I EXISTING FLOOR i EXISTI 99 --- II 9CONSTRUCTION CONSTRUCTION BEDROOM#2 i� IIr lI TOP OF SUBFLOOR BEDROOM#3 --3-O-- , J �YUUUU i -- -- ` - - ; ' �, a ��� J����1���(1���1�����1�S�l���U�?�u������ �i}�� ��� '��� 1�15� �,1�u a 13' 10 — _ _ TOP OF FOUNDATION E.o 8'8" 2'0" R 30C GATT i m 2 o.E y 0" 2'-7/2" ► INSULATION •,� EXISTING CRAWL SPACE o, 2 a n s O C'C O U CL EXISTING z BASEMENT x m'�•� �� o � y °o ° W nu °mac m = mY m e ° 3 s C Ey-3 0 D EXISTING FOUNDATION ^ 6 a co: '6 6 0 a c-_ EXISTING BASEMENT SLAB 7 CONSTRUCTION y N �,_ u TOP OF FOOTING ��-a o D. ��r r — _ , CO C' .0 wGNy•� N AS BUILT 2U.NN � � `° s8 " "m �.S � Q� c� � mcc amcn.E�a a) a0 0= cn ST FLOOR PLANN c°i w m v H cu E n. o o. SCALE: 1/4" = 1'-0" TYPICAL NEW ROOF CONSTRUCTION SECTION - A Class AAsphalt Roof Shingles w/ VENTS: fasteners per manufacturers specification SCALE: 1 /4" = 1 '-011 P3103.1 ROOF EXTENSION and R905 OF THE NYS CODE. OPEN VENT PIPES SHALL Underla ment as per section R905.1.1 & PROVIDE FIRE BLOCKING IN EXTEND MINIMUM 6"ABOVE y p ACCORDANCE WITH R302.11 THE ROOF OR 6"ABOVE THE installed per Table R905.1.1(1) OF THE IRC RESIDENTAtL CODE. ANTICIPATED SNOW ACCUMULATION. Ice & Water barrier as per section R905.1.2 P3103.2 FROST CLOSURE: (Note: Double underlayment Is required ROOF JL 4" VTR JL 4" VTR WHERE DEH E 7.5 TEMP VALUESFOR 0 DEG F for Roof slopes between 2 on 12 and 4 on 12) OUT-SOR LESS.VENT EXTENSION THROUGH Framing As per plans with 1/2" exterior grade A ROOF OR WALL SHALL NOT BE LESS INSULATION SCHEDULE THAN 3"IN DIAMETER. ANY INCREASE span rated structural plywood or OSB Sheathing, shall comply with 2020 IECCNYS 2„ IN SIZE OF THE VENT SHALL BE MADE Nail to framing in accordance Fastener M NOT LESS THAN 1 FOOT INSIDE THE Schedules & Strapping in per detail sheet( ) s N 3" ; ; THERMAL ENVELOPE OF THE BUILDING. Location R-value Thickness C Flashing per R905.2.8 N W Flat Clg R-38c 10-1/4 1 1/2' ; 1 1/2" :1 1/2" Floor(unheated space) R-30c 8-1/4" N Oz NEW SOFFIT CONSTRUCTION. Floor(outside air) R-30c 8-1/4" > 0 2" ; 18'overhangs-typical o Q Exterior 2x6 walls R-21 5-1/2" Q ,� 6" ascia & 6" rake boards."azek" or equal n cn w di 2 ND FL. 3 M8al drip edge per R905.2.8.5 air seal walls to pass 3 air changes per hour c J Above grade attic walls R-15 3-1/2 00 > 3" 2" Fuly Vented Vinyl /Azek Soffits All Glazing U — .30 SCGH: .30 LLU � u 3 TY'ICAL NEW EXTERIOR WALL Doors-less than 50% glazing U = .40 _ 2x6 Doug-Fir Wood Studs @ 16" oc. Door-more than 50% glazing U = .30 SCGH: .30 �`; 2" rA 2x6 2 Double top Plate and Single Sole Plate. Other Specifications: , 1/2"exterior Grade - Span Rated H 3" 1 14' 1 1/2"-�.1 1/2� 1 1W 1 1/2}' 1 1/2,' 1 1/2:' Windows: Us 0.30, SHGCs 0.30 Continuous Structural plywood Sheathing. • z 100% high efficiency lighting CFL's or LED's DW 2 2„ Fastened per Fastener schedule. • < 3 air changes per hour g ( ) tyvec House Wrap or equal. • z All Energy Star appliances ~ 1 ST FL. � ' Siding as per clients selection 2' 3„ 3„ 2„ installed per manuf specs and NYS code. R403.6 Mechanical ventilation shall be provided that Cont. load path strapping installed in accordance meets the requirements of section M1507 ,� c� 2„ 311 with drawings. Provide Fire Blocking in accordance C with R302.11 & R302.11.1 and w Draftstopping per R302.12 & R302.12.1 R403.7 Heating and cooling equipment shall be @ U sized in accordance with ACCA manual J by a TYPICAL FLOOR CONSTRUCTION certified third party rater. Z WASHER 3/4"Plywood Span Rated Subfloor, �+/ H M Glued and Nailed in ►-+—i ,.� M o 4" FAI accordance with the fastener schedule. 00 Floor joists and Bridging as per Code. ® ; CO CO a3 411 INTERIOR WALL FINISH �E T Px Provide 1/2" Gypsum Wall Board on ceilings TO AN EXISTING and walls except basement walls & clgs - unless SUFFOLK COUNTY noted. Min 1/2" Moisture Resistant Wall Board on APPROVED Ceiling and all walls in Bathrooms (humid areas) SANITARY SYSTEM and 5/8" cement board on walls and ceilings in wet areas. * F I PLUMBING RISER DIAGRAM Not to Scale Provide 5/8" Fire Rated gypsum wall Board on walls 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 and ceiling located as per code, manufacturers ', 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS requirements and drawings. o MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 F NE�