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HomeMy WebLinkAbout44741-Z 4�r�FF®�, Cd Town of Southold 10/20/2020 P.O.Box 1179 0 ze53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41542 Date: 10/20/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1005 Harbor Ln., Cutchogue SCTM#: 473889 Sec/Block/Lot: 97.-6-12.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/14/2020 pursuant to which Building Permit No. 44741 dated 2/27/2020 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: addition and alterations for a second floor home gym to an existing 4 bedroom single-family dwelling as applied for. The certificate is issued to Pegno,David&Michelle of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. R741 10/12/2020 PLUMBERS CERTIFICATION DATED 0 A th riz d Signature � at�cQ` TOWN OF SOUTHOLD �� Gy BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY �?f pad 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#: 44741 Date: 2/27/2020 Permission is hereby granted to: Pegno, David 38 Waldo Ln Manhasset, NY 11030 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1005 Harbor Ln., Cutchogue SCTM # 473889 Sec/Block/Lot# 97.-6-12.4 Pursuant to application dated 2/14/2020 and approved by the Building Inspector. To expire on 8/28/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $274.80 CO -ADDITION TO DWELLING $50.00 Total: $324.80 Buildi pector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 / / Date. �—! 4/ o New Construction: Old or Pre-existing Building: (check one) Location of Property: ��� Arl6 r— House No. / Street amlet ,/ Owner or Owners of Property: dam`to ,��/`C— A�—5�� Suffolk County Tax Map No 1000, Section 17-72 Block Lot / Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval- Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I �1 I C ),e I Le Lei'l 6 residing at G 6 5 H G r b or' ),G (Print property owner's ame) (Mailing Address) C u t 1 , 07s", do hereby authorize �'ld 4 L ' I e (Agent) /� ik��1Cn -s to apply on my behalf to the r Southold Building Department. (Owner's Signatu ) (Date) I Ck C I It C6' S yi 6 (Print Owner's Na ) aj%v SID Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 117 Southold,NY 11971-0959 �� sean.devlina-town.southold.ny.us � BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: David Pegno Address: 1005 Harbor Ln city-Cutchogue st: NY zip. 11935 Building Permit#. 44741 Section: 97 Block: 6 Lot: 12.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Devancy Electric License No: 4144ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation X 2nd Floor X Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceding Fixtures 1 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 9 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceding Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 3 4'LED 5 Exit Fixtures 11 Pump Other Equipment. Notes: Wiring of Exercise Room and Closets on Second Floor Inspector Signature: Date: October 12, 2020 S Devlin-Cert Electrical Compliance Form.xls SOUI�olo # # .TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] GH PLBG. ] OUNDATION 2ND ' [ � INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ Y FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: (b k" (N" Virftmtv, WA DATE INSPECTOR WL - ---/^ - ----- - �aOF SOUTyo H # # TOWN OF SOUTHOLD BUILDING DEPT. o�yo � 765-1802 �urm, INSPECTION . [ ] FOUNDATION 1 ST _ [ ] ROUGH 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 REMARKS: 1� keacL AP--C, ��jf � DATE f INSPECTOR s # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ .] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] " FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: of DATE 0 INSPECTOR Oct 7. 2020 Town of Southold Building Dept. 54307 Route 25 OCT o 7 2020 A" PO Box 1179 Southold N.Y. 11971 RUJI DTI_G DEF?: Attn: Building Inspector: Re: Pegno Residence : 1005 Harbor Lane, Cutchogue, N.Y. Sec 97, Blk 06, Lot 12.4 Permit # 44741 Dear Inspector; This letter is to certify that the construction performed at the aforementioned project by Peconic Building Solutions, Mike,Liegey, including all Framing, strapping, insulation, fire caulking, etc. during COVID had been constructed as per plans and specifications and in accordance with 2015 IRC, 2nd printing and NYS building codes and Town of Southold codes having jurisdiction, as well as the approved plans of the permit issued. Through out the construction process, Mike Liegey, had kept my office abreast all phases. Thank youSo �. r tea + Wen �� •� _A_, Michael James Palladino; R.A. Michael James Palladino, Architect. PC. Architecture•Interiors 1239 Route 25A Suite 4 Stony Brook,NY 11790 Tel.631.751.3870 mipallarch@gmaii.com Website:mjparchitecture.com FIELD IN$ E4TION REPORT -DATE COMMENTS ro FOUNDATION (1ST) -------------------------------------- FOUNDATION (2ND) w tA H ROUGH FRAMING& 7— loz PLUMBING y - • r INSULATION PER N.Y. H STATE ENERGY CODE n FINAL ADDITIONAL COMMENTS 6-I4-VQi� <1 0 ,` o QSDIro x d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application xx Flood Permit Examined 20 p�(J^ -Single&Separate Truss Identification Form Storm-Water Assessment Form n F E 8 1 4 2020 Contact: f Approved 2001V C Disapproved a/c ` �g. _ - Phone: -7 Expiration 12o Bu d� g Inspector APPLICATION FOR BUILDING PERMIT Date Fc, 0� , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee•according to schedule. - b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date,of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. 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, or 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 for necessary inspections. IV — R /11 40 (Signature o applicant or ndee,if a corporation) 16 ,r 74k-,� (-reek t ho-4 J-6-116d (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ' (As on the t roll or latest deed) If applic iS c ora 'on, signature of dulauthorizedpffiqLey- (Name and title of co(/Porate officer) Builders License No. C2 9 5 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of lnAl d on which propose work will be done: o6Sr e/- LV � 1 C/. L;7 &/0 House Number Street Hamlet V l , / County Tax Map No. 1000 Section 1-7 Block Lot / 7 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use a occupant of pr posed cons uctio} a. Existing use and occupancy /C_ A�w_ ?� b. Intended use and occupancy S14 M"e- 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost p2,b _ Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units oneach floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent sof each type of use. A-10 7. Dimensions of existing structures, if any: Front 116 Rear Depth Height S�4r� Number of Stories �--- Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front SA44-49— Rear J Depth S Height S - Number of Stories JIAII_ 9. Size of lot: Front Rear Depth 10. Date of Purchase do(S-6 - Name of Former Owner 11. Zone or use district in which premises are situated R 870 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO `✓Will excess fill be removed from premises? YES NO 14. Names of Owner of premises ���A� l� U u MAddress Abb.S /1' Aone No. Name of Architect Pt 1�#1 l�� �'�a Address Phone No 6-71 -7f l - 3X76 Name of Contractor ee1 :r 6 t,./rot-, yds Address 1A5 C('eeAPhone No. 6�1- 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO 5�-- * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS. COUNTY OFS171TI6 ) being duly sworn, deposes and says that(s)he is the applicant d_ (Name of individual sign ntt) abov amed, (S)He is the (Contractor, Agent, C61rporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application, that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn tobefore me this 14t:v, Qday of f( A 2020 0� TRAOEY L. DWYER Notary P b is NOTARY PUBLIC,STATE OF NEW PORK Signature of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2 o,La i" no Scott A. Russell ��°SU S P97 �T�O��[�I��IWAT)ER. SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 u' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY ®1F THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑®-A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑( ]--B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. " ❑F--C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑E�-­E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑Eg—F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Dan-was-received by the Town and the proposal includes it ;find replacement A impervious surfaces. - - - - - - -- - - -- - ---- -- --- ----- -------- -- - - -- - - If// ou answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, .ignature, Contact Information, Date & County Tax Mqp Number! Chapter 236 does not apply to your project. /If you answered YES to one or more of the above, please ubmit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Departm nt with your Building Permit Application. C.T.M. #: 1000 Date. APPLICANT- (Property Ow r,De n Prof tonal,Agent,Contractor,Other) District NME: i tZ ia• Pr I Section Block Lot FOR BUILDING DI.P I%RTN I:NT [,SF, ONLY o Co ;act Information Cp (J — �73 r Tdephonei mnArrt � r> evlewed By: Da Property Address / Location of Construction Wor : — — — — — — — — — — — — — — — Approved for processing Building Permit. Stormwater Management Control Plan Not Required ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 r' Al APPLICANT S.C,T.M,#: 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) a�S�Q.�. Stormwater Management Control Plan CHECK LIST NAME section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Ylere Vim "'JII'IL Date: * The applicant must provide a Complete Explanation and/or Reason for not providing Telcplwna Nvn,be, O1 � all Information that has been Required by the following Checklist! I, A Site Plan drawn to scale Not Less that 60' to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a Location & Description of Property Boundaries 0O b Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(c)(2). d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. 0O� f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) [�0 g Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities. h Spot Grades & Finish Floor Elevations for all existing & O O proposed structures. I Location of proposed Swimming Pool and discharge ring. Location of proposed Soil Stockpile Area(s). k Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). m. Location of all proposed erosion&sediment control measures. 0 2 Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch 00� rainfall/storm event 3 Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a Erosion & Sediment Controls. 000 b. Construction Entrance & Site Access. �00 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leachirig Structures (e.g. infiltration basins,swa les,etc.) - - --- - I•()li DF,P ;R"1'MLNT USE ONLY Y,f�XM i Additional Information is Required. Reviewed & I Approved By: Stormwater Management Control Plan is Not Complete. — - - — — — — — — — — — — — — — — — — — — — — — — ❑ Stormwater Management Control Plan is Complete. Date I SMCP has been approved by the Engineering Department. FORM # SWCP Check List -TOS MAY 2014 BUILDING DEPARTMENT- Electrical Iqpector 4 ss, ATOWN OF SOUTHOLD MAY 1 2 2020 W J Town Hall Annex- 54315 Main Road - PO Box 1179 C* Southold, New York 11971-00,59 Telephone (631) 765-1802 - FAX (631)765-9562':-,- roqerr(W-southoldtownhv.aov — seand@southol,dtownny.goy, APPLIGATPON FOR ELECTRICAL INSPECTION ELECTRICIAN,INFORMATION (m Information Required) Date: 5 T,0 Company Name: - 9 e4A L Name: M_)-&VP.A �WaAq-j/ Licens6 No.: yl(P4 —E- email: e.Aj cun" G KtAtL, Address: —,)-0, � LQ-- Phone No.,: 'P3 C3 JOB SITE INFORMATION (All Information Required) Name: r 0 Address: 100S 6r Lo, kve— A) Cross Street: a� as Phone.--No.: S 1-6, Li Bidg.Permit#:- em-iii: Tax Map District: 1000., Section: Block: Lot: BRIEF DESCRIPTION OF'WORK (Please Print Clearly) 'a Q.4ctes'I p r acw— -VJ 1,r k(1) Circle All That Apply: Is job ready'fgr inspection?: NO, Final Do you need a Telmp Certificate?: YES NO Issued On Ternp,information: (Aii information required) Service-Si;te I Ph 3 Ph Size: - .-A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect -Service Reconnected - Underground -Overhead #Undeirground,Laterals 1 2 H Frame Pole Work done on Service? Y-- N .'Additional Information-,-' 'PAY MENT'DUE-WITHAPPLICATION, -APPL Q e 0 0 Request for InspLucjion - Foffn.xls SUIEDIN sector, TWY 1 2 2020 O ,W_Nw 0, , _OLD, T— T OW H , 0 AV r A , > -",Q!4t R59' i X "th6ldta n W-9 th dvVn ftjiE�; d -APP-LJl9-FCWE I-ECTRI INSE L CAL 11 lo-1 09 NAN to-, Nain" Aj yl(pq-E �s M, -e, cc -11-1r-�-A"MAE + 1-0 Street,"vkK, -dii. RA wi - 1-4-1 3 r,&tq— N-A)k,N �jo T5 A M--, APS, SO -m. ,� 9Ile 4 _g 0,001.01 b d-®ralro L y (OPP MIA(O"A"E uy I�eo q- PERMIT# Address: Switches 1 Outlets GFI's Surface Sconces HH's`I1 UC its Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: Comments a SURVEY OF PROPERTY A T CUTCHOG UE TOWN OF SO UTHOLD �i SUFFOLK COUNTY, N Y. 1000-97-06-12.4 �,� C N� \ME°�\° _� SCALE. 1'=40' � R '. A'�� I \ I p°�E�N p\MEQ\'\° _�' 5EPTEMDER 16, 2017 5 EPN b�5y -�� OCTOBER il, 2017 (PROP. 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WITH I LAYERy GYP5UM BEDROOM + ° BOARD ON EACH SIDE.I 9 MO' 5TURE RESISTANT BOARD IN 'I� BA ALLKITCHEN,BATH 4 MUDRCCM AREAS n— ,~ 2r^• `.91bIOORRp TO USE REGEVE TILERBOARp ON 0.�LNtC/�+ ���� Irr PROVIDE 2-1-x7j'LVL HEADER5 .Mb ABOVE ALL WINDOWS UNLE55 OTMRM55 �n O NOT LD,MAI CH " ` S T ING SECOND BOOR �l I H EADER IIEIGHT z wlsaasas mslN: O - UUz� Z'Z 6— OUN IATCD UNFlNISHEO O < O(� lLl�To1PEP.® 1L'NI•[PFD Q .Is oS-N SECOND FLOOR PLAN r sauE �•A 1•-o• .•. r �, , PAGE 6 4•X 4•POSTS LVINN O 1 r%2'BNUSTF% Z CAP 4 EOTfCPA RAILS 1>Oun �� K V W N 3 s 9 J O DECK ❑ r° IA— Y 4'MANOGMIY N O lT1 z1� DECK Bw_P G O W 306e 9 A C O ~ N 2'%4•STUD FRAM' O U KNEE WALL WLM SppD IN LAUNPNY CONTRACTORro ❑ CAP RAIL IN5TALL NEW VINYL PAN BELOW [U Z WA HERIORYER V/IM ITS OWN N v 4'X 4'POSTS FLOOR DRAIN TO PREVENT Lq Z WRAPPED IN I X AZPJK ANY FL0001NG Q Z -• u- SCREEN PANELS r� zXr Q t SCREEN ROOM OUTLINE OF NE— _ _ _—— _ ❑ LD ❑ DECKBOAROS 2-Ii'%94'LVLHFAOIR__ aoY �, — u ` 0 . •AZEK•BEADBOARD COVERED ARENf Q 2 e �CCIUNG MATERIAL N- ctOsO , a 9065 TEMPTRCD 506e 2465 aPDID 26 O O N ,u s } 21 0 wI s DI � m MUD ROOM O O 7 QBez zm 12)I1 'LVL v.1,STL IIIZ BMLPI sC eUNN ❑ VJ O r dd• FLITCH RATE HEADER N 1 O �S _. Il uu i �_________________" COMNLet DES[ c y o R I a GR G5 F J fzOVIOE 4S MINUTE LLl U CUSTOM WOOD BUILT-IVIS I ® o c S O� 4 WOOD BOX EACH SIDE � I r1RERATUDDOCKWITIM CR SWEEP. WEE G INGES 4 3 of PIRERALC USE 5IM1 90N HU SHtIES I A I Iy�O ""-- DOOR SWEEFCSTEFLIAMO _ N CONNECTORro CEILING I I ALTERNATIVE FOR OPENING PROTECTION FIREPLACE OPENING AS PCR JOISTS @ FLIES"HEADER 13 V I `.J MANUFACTURER SPECIFICATIONS. �IS°L I .D I y�� 4 PROVIDE RA15EO HEARTH,GLASS GRIJIT ROOM T A I m DOOR ENCLOSURE t STONE R WOOD 5TRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7 1 G'AND MAXIMUM PAN PIEAjVR2-I�XIIe LVL- BOCH +++ c I ` / PANELS OFe-0' FI I S4IRROUNO TO BE DETERMINED Gj __ FRAME IN DESTINE;HEALER ABOVe REPLACE -"--"---'_------,— ' d".of 1 F GARAGEOOOR OPENING, SHALL Be PERMITTED FOR OPENING PROTECTION IN ON MIDTWO STORY BUIWINGS PAI•�L5 l COASTRUCSTON i F1N6 SHALL BE PRECUT TOCOVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED m ry H (REFER TO SECTION 1609 1 4 AND I C09 E 5 AND TABLE 1609,1 4) ILL 4Gfl 65 PJ II O WALL Z _4 _,-_1 16 O C FIREPLACE_MAKE 4 MODEL iI iD TABLE 1 GO9.1.4 Z O TO Be IYL,/ WND]7RNEDEBRSPROTECTON NIOM EOWNCR 7 Ii I FASTENING SCHEDULE FOR WOOD STRUCTURAL PANEL5 Q S - tk I OUFLINII GARAGE O WALLSBEING REMWEO i� _, -� J UNIFATEO UNRNBIIED PANELSPAN<2'2'ff PANELrA5rENER��I�BNCHC51 ILL 4'-0'<PANEL 6'4Y<PANEL n F1121. PE SPAN<MID- SPAN<8'-0' a 0' SPAN<4'A' cz 'INS —_._ ____ LL qm; �i= z_ "..__—___ L i 000 SCREWS I6 I6 I2 y O O - CLOSE IN EXISTING PROV RFER ACAS COL I aP nW GARAGE ENTRANCE OR OOD SCREWS 16 W ❑ INTERIOR PFRIAACASi COLUMN -• II E66D i�! 6 C. 2 Q WITH CAP 1015E y•� E-15 BASED ON A MAXIMUM WAND SPEED(3 SECOND GUM OF 13O MM AND MEAN ROOP HEIGHT OF BN-O-OR LESS WALL"LEGBJD '!7 B FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF ME WOOD STRUCTURAL PANEL C WHERESCREW5 ARE ATTACHED TO Av.SONRY OR MA5ONRY/5TUCCO,THEY SHALL Il WALL IO ROIIwN R r,.N AB 1 ELVLHEADER CAPA f y(UTILI7JNGVIBRATIONRE55rANrANCHOR5HAVINGAMINIMUMWIrHDRAWL %ISTlNG STRUCTUREoCOXABpVE GARAGE DOQ° CPPACBYOF490LBS WALL TO BE REMOVED NTO REMAIN2'%6'POSTNLS GBL OSTPOSTI BASEL ENT PED FFADTR 2- POSTNEW.FPAM 1,-15 I FYSTING POST IN B45EMENI CE OF WALL - 2'Xq'FRAMER-IS INSWATION �I �II'IGR�� W/I LAYER;PLYWOOD III NEW DEN SHEATHING 4 I LAYER}'GYPSUM I� OEDXOOM RELOCATED r BOARD ON INTERIOR. �@ J TO SECOND FLOOR _ NDOW AND DOOR SCHEDULE 2'X 4.5TU0 FRAME PNRRY 'f`-•-. ensrlNG 5mucruRE ."1Q'L' WIM I LAYER GYPSUM r REMAIN 7 BOARD ON EACH ENE USE • • U— MOISTURE R2515fAfTBOARD IN •:=•!:; PLTWASIi 586E IDgtl 20 q ALL KITCHEN BATH 4 MUDROOM AREAS _ %' L =. 5 W I M2652 24'! -26 9 30 6 TEMPERED AT BENCH SEAT Z r, /USE WONDERBOARD ON ALLAREAS ( W2 TW2104I0 11LTWASH 5 81 E 1045 20 4 24 7 -26 9 3O 10 RECIEVE TILE `•"OUTLINE OF IXI MNG WA1158EI NG W9 TW20410 TILTWA5H 399 684 10 q _^= RM110VED 239 •281 30 2 (I PROVIDE2. }X9¢'LVL HEADERS W4 TW3441O TILTWASH 690E 1261 10 4 247 -269 90 J ABOVE OTHERMWINDOWS 4 NOTED.MATCH 5 \/ NS iW20210 TILIWAWI 216 968 IO a 239 •281 30 2 TEMPERED �z UISTIN OMERWLO NOTED,RIISG WG TW2042 TILIWNWI 330 579 !O 4 259 -EBI 30 1— CkSTLNGFIRST FLOORIIEADCRHEIGHT EXISTING FIRST FLOOR QQQ J �ARFA TO REMAIN /\ Y!7 TW2032 TIDWAStI 247 9 21 10 4 23 9 -2tl I 30 I rY� \ W8 OVLI82-0 DVN. 190 10 5 259 -347 gp I 5 O W9 G44 GUDRIG 600£ 100 t0 4 259 -2E1 30 I O R F%15II22 TO BE RELOCATED BASEMENT z U 7 OI FW060681FWOfU,TNSCW"LVG t I �VUO 192 90 q 232 -2540 WD 3433 2H"GE z� HrS z 0Lo m Q(.)I AU.WINDOWS TO M ANDERSEN 400 SEMS.WILC55 THCRWI`iE SFECIPIPD z.f1= WNDOW5 TO Be MINE EMERIOR,PKE INTERIOR,CLA59C SERIES LOCKS."ARO WAR,W 1L'HDE FINISH AND PUI L F_XTERIOR SCREENS (i 5MULATW DIMOED LC41T GRILLES WI IERe SHOWN ON BEVATION9 Q O - CALCULICNT0 FORK 1109 BASED t,BASIUWIN SPEED MUST MUST HAVE OP UPGRADE KIT �P� esti•,'' CCEfPN:ICNT I A WITH I LO mp1r9A51C NAND sFPED A9 PER FE MEETS NY5TATE C-GNE55 F=UIREMFMS w' 1 �N•fNy,•j I ABLE R 3012 W NEW YORK STATE WIDING CODE F t" FOR HAa TABLL'SPACE, m CUSTOM GRILLES-SEE ELEVATIONS yy `r1 �J1 T • 1 f r �! f•: 'I WALL OPENINGS INCLUDING F6' WINDOW"ANO OOpP59"AfA DE PROTECTED MTH RFMOVEAP1E 5Ntl'WOOD STRUCNRAL - WI71iMAXIMIM OFB'-0'SPANFASI ENERSFOIz SP ANS UP TO 6'-L•5NALL BE21/2-P a WOOD SC NEWS AT l6.an PPSIFNLRS _ y,}s1 V�.S•T j FORSPAN Vr TON4PSHALLBL212.19AT ROIL TABLE 301 2,1 2 `-w ,- A V Ty;•;. PAGE. A 07- FIRST FLOOR PLAN ALL UNITS MUJT MEET OR EYCFED THE MINIMUM DESIGN PRE55URC P.POUIRPD ANYMULLEO UMTS MU>,MMOR EXCEED i�lL tivtC� 15 TIMES THE DESIGN PREEERIRE REOUW.ED AND MUST TRANSFER LOADS TO THE ROUGH OFENING SUBSTRATE ALL EITERLR r SCALP 'v I'-0' GLAIJNG MUST MEET ASTM E 1096 TEST REOJIRENEls AS PER NEW YORK STAIE RESIDI:NNAL CdVSTRUCi1CN CCOE J-� RD'ER To SECTION R 1609 11 FORA TERNATIVE ORNING PROTECTION G•POURED CONCREI E PAD UNOCR STAIR STRINGERS ' _ J2'X�D•ACO GI- I � I _- ZL B o' ex aP x- _-'X 4'POSTS ON 12 O to OUTLINE OF SCREEN ROOM 5ONDTUDC'V4 TOURED, mn Z3 Tfl E ABOVE PROVIDE I•X IO'RIM 4 CONCPzOTI E FONG b06 BOARD COMINUOUSLY AhOl1ND A_ 2-PX 21'X 12'd _ U� a A (TYPICAL ALL P001IN6) Q `i I - N 4-2'k I O'ACD GIROCR § - 8'POURED CONCRETE O O O u FOUNDATION WALL IN m L a Z I-4 Xa'd FTG,PROV O U O y I DE.2V8 UNDER WALL 2-d4 REBAR IN FOO NG N N 12'50NOTUBE W/POURED O y DYPICAL ALL AREAS) CONCRETE FOOTING I Lg O D R N p3j N z OAMPFROOF ? 30•X 3P X I'-od O U PERIMETER PROVIDE 51MPSOV FIDS O Z O O ?� (TYPICAL ALL FOOII I �D MFIOAIL ALL NEW ARE THCHORSOUDDOWAT TAA 2) Q ® Q Q F m• —— _ — — — — TNMUC410UTALL CORNERS a U Q } IO ACO C - .ra/.'-.+.-t,,� .i._•i O Ul O 61 -'`� 0 OR BOLTS DBL 2%B UNDER WALL 4-2•%1 D'ALO GIRDER��J = L J -~= I I ---_ _•_ — —— _�-1 1 W17'MIN DIAMETER 1n -id'O.0 ti IL�JJI L J <'P CONC STAB ON I - I COMPACTED FILL : I W/MIN 3 G 1e WASHER®PLATE 2'1110*ALO LEDGER BOLTED O I I I, TO HOUSE FRAME WITH 5.E ° U J IEDGERLDIC SCRENS(a 16-OC. io L••.- �, HANG D.J FROM LEDGER VAT" dt._;, J}e; I SIMPSON W2a CONNECTOR rv® - -_ _ _ _ t+� I o II R-191NSULATON I O K N N P• s-_..=.• x0 TYPICAL ALL AREAS 17f W W O _ -�— NEW BASEMENT OOUBLEIIOISTS UNDER I 2 MATLN PASTING N£IGHr I' I � ALL PAR LOIS RUNNING I UJ S w O rAWJ.tE RYP ALL AREAS) > a, z •r -,� ' ti i NEW CRAWL SPACE ,I PROVIDE BEAM�OC�ETW ® (?OL I - •. .-'-.• U,A O T III FOUNDATION WALL,sDe III AOGN VR01 GARAGE FIGS F • W Q : Q -TYPE'C•&ILO AS REQUIRED I TAR BOTH BASEMEN ENTRANC II PNTYi{T'rP SLABO.S} .z,.11_ L ____ in _- II II3 EXISTING WALL BEING POURED CONCRETE U O 5 L'Y -1n TYP CJNtu.AA ARE a'P CONG v AB ON I REMOVED 3 EMRY STOOP _ U COMPACTED FlLL r I STUD PRAM } PARTITION III 3,TALLY COWMN BURIED IN I 2'd'X 2'CrFOX 1'-U PIXTTYPJRED ' ` NEW 2 X_10"F J CONCRETE OTING ALU SHI UWEATED.UWINLD III ®I(`Oc r' NEW 2'XIO•FJ CLOSE IN DOOROPENING, NEW 9-2%1 O OR 2 LVL L" NEW 2'%1 O'e J III S �le O C� BREAK SLAB AND PROVIDE � HP.W RABOVE WIN r•1!•I r ®IL�OC 'A NEW BASl9V1BJT ® a'CONCRETE BLOCK WALL IIIMATCH F1115TING HEIGHT TO FOOTING IG•X8',$O' BELOW GRADE U �A,uDERSL'N G94 III 0 REMOVE eXSnNG PLODR w O 00 SILL NOf rD o JOISTS THIS AREA¢FRaRMe EXISTING GARAGE FOUNDA-NON III NEW,SUBI'OO-HB TO 151AB TO REMAIN C) �� I I EXCEED 44'ABOVE AOGN W l EgST NG ^ z FlNISHED FLOOR 3 U J c L AUGPI III i RCM AABBOVEE T BA5L4vIFNT1STORAGE i � _ SCAPEVMU EG WINIXJW SYSTEM IN9IIlAT® UNIEATEO.IJNFlNGHED O Z WELL STEM BT `T.'-I DDOry SYTp z MODELY4D98-5-0 z F 3 TEND TO Be USED ADEASSTEM. Ir I I• o s I Lu EXISTING APRON TO (JT p EXTEND 4'ABOVE GRADE AS PER B I I BATH I BE REMOVED MANUFACTURER SPECIFICATIONS W/GRATE ALi7Ve i D_ PROV EP0XIED/45TEEL BAR AREA II y E#IAUST FAN j kTOE)n5MAR RT� NDATI II -K DUCNOTOOIJTSIDe PROVIDE BREAK IN INTO EXISTING LLA DMNG W RA COLUMN REMAIN5 EXISTING FOUNDATION WALLA NEW AREAS)UTTING WRPPL BNP91 (TYPICAL ALL AREAS) • WALL FOR NLiV GARAGE ALIGN DEPTH OP NEiV �1 /}� CLOSET DOOR LOCATION WALL LEGEND. FOOTING WITH D45TING I �ff CONCRETE FOOONGJ O E NEW CONSTRUCTION 8-POURED CONCRETE A I FOUNDATION WALLw SCAPEti4eLL EG Y DL WIND0IV EXISTING FINISHED 1'-4 °X a•d¢ep FC .G WELL SYBTEM fT'BIICD BA5EMF WITH 2-d4 f�4R IN NEW VANOOW 12\ I FOOTINGS ANDERSEN GI4 BOOING WINDOW; N 3'[P POURED CONCRETE BOTTOM SILL NOT To PROVIDE DRX0.'q��uU{,.I MEED 44•ABOVEON CENNG THROE Our FJfISnNG r X Ia P J b APRON®GAR/r GOOF PINLSHED FLOL2 II--I I ®I 6.O C TO REMNN PAMILY ROOM I�� EXISTING aftSeAENz_ 7'-6'CBUNG Itl WINDOWS FO REM N II �I PROV 2-IAYEL9 FIRE RATED DRYWALL ON RECEUNG CXI5G'C 2'X IO'FJ D r�IJ� OVER FURNACE AREA ®I G•O G TO REMAIN Y I I�6T �z T FOUNDATION WALL LEGEND• I la o �O REI5TINGCQLUMIS I IO]yyy IXISTING B°POURED CONCRETE UTIL® S REMOVED ® STORAGE CIOS£T �-•O W Lo Lo-- FOUNDATION WALL TO REMAIN ILS J3 B UNHEATED.UNFINGH NEWCOISTRUCODN T- II 3 (-) z WURED FOTINGAsUN/ pZzd— ALL WIN NG 5 1WI I I '" Q V JO U, —` OrIRE"T[n J GAT—T z 2•X 4'STUD FRAME.ACO IN ALL AREAS N nDSING WINCE. "- �-' AGAIN57CONCRETE.R-13*Mu ATION Lu ooDRSwnr T��} ��y/�I Q O 1 IAYLR�'GYPSUM BOARD I I O P S xTfP D LS Tl I ONEACH15TA FINISHED 51DE MO TURD D O RESISTANT BDAP.O IN VAM t WONDERBOARD ON SURFACES q TILE ,+,may q-f'd ?AJ 3�°`•, •NONE oN S DE MCCHNRICN. OCT -4 2010 a`�', i�.4.•. ,A�Y� vENrrlanlaussVA tucHTING ���,c•�- Fri}° r IN ACCORDANCE YAM THE NEW ,$6 YORK STATE RCSIDEITTIAL CODE $ �'• F}� 5EC11ON 1303 I BILD11 DEPTT +'G Iti A TOWN OF SONTHOLO ! PAGE. It FOUNDATION PIAN SCALE T€ P-O' pj rd, 4 7 Generated by REScheck- :Web:Software CoM.Pl_iance: Certificate Project Pegno Energy Code: 2015 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: -Owner/Agent: Designer/Contractor. 1005 Harbor In Cutchogue,New York :Compffance: Passes using UA trade-off Compliance- 3.4%Better:Than Code; ' Maximum UA: ;29- 'Your UA: '28-< -- Maximum;SHGC- 0.40, Your,SHGC: 0.28 The%Better or Worse Than'Code Index reflects how close to compliance the house is based on code tradeoff rules:' It DOES NOT provide an estimate of energy use or•cost relative.to a minimum-code_home. -Envelope Assemblies Gross Area Cavity Cent. Assembly or U-Factor UA Ceiling-Cathedral Celiing;(no attic)`''' ,1'80" ";30.0,' 0. 0.034 6 Wall:Wood Frame,l6"o•c. 207 21.0 0.0 0.057 10 Window 1:Wood Frame 20 0.280 6 i SHGC:0.28 j . Window:Wood Frame 20 0.280 6 SHGC:0.28- i Compliance Statement: The proposed building design described here,is consistent with:the building plans,specifications,and other calculations submitted with the permit applicatlon.The proposed building has,been designed t6°'meet-the:2015 IECC requirements in RESche Version:REScheck-Web and.to comply with the'mandatory requirements liStet� heck Inspection Checklist. A,1V _ Name-Titl v� gra Signature. ,�� ���? ° Date Project Title: Pegno; Repot date, 02/27/20 Data filename: Pagel of 9 REScheck Software Version : REScheck-Web Inspection Checklist IV I Energy Code: 2015 IECC Requirements: 0.0%were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. -section ,Plans Verified�' Field Verified` #. ,Pre-Inspection/Plan-Review Complies?,, : Cominents/Ass'umptiohs - &;Req.10 Value Value- 103.1, ;Construction drawings and - r - , incomplies 103.2 documentation demonstrate ; JODoes Not [PR1]1 j energy code compliance for the pNot Observable j building envelope.Thermal ;envelope represented on ❑NOt Applicable construction documents. 103.1, ;Construction drawings and ElComplies ; 103.2, documentation demonstrate ❑Does Not 403.7 :energy code compliance for [PR3]1 ;lighting and mechanical systems. []Not Observable ; ;Systems serving multiple19) Not Applicable dwelling units must demonstrate ,' u compliance with the IECC ;Commercial Provisions, 302.1, ;Heating and cooling equipment Is; Heating: - Heating: ;OCompiies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr UDoes Not [PR2]2 on loads calculated per ACCA Cooling: g Manual J or other methods ; Btu/hrgtu/ha !El![--]Not Observable i approved by the code official. ; ; ; Not Applicable Additional Comments/Assumptions: Ji j 1 High Impact Merl) 2' Medium Impact(Tier 2) 31 Low Impact(Tier 3) Project Title: Pegno Report date: 02/27/20 Data filename: Page 2 of 9 section _ Foundationlnspection - Complies?' ,Comments/,Assumptions 3'[63.2.1 ` .)A protective covering is installed to ;❑Complies' [F.Cjll]z protect exposed exterior insulation E] Not and extends a minimum of 6 in.below grade. � ;❑Not Observable; i❑Not Applicable 403:9 Snow-and ice-melting system controls;❑Complies EFO12�,12 Installed. :❑Does Not r ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: I i 1 High Impact-(Tier 1) '2; Medium impact(Tier 2) 3=,Low Impact(Tier 3) Project Title: Pegno Report date: 02/27/20 Data filename: Page 3 of 9 _46 C Roug1h. 0 -Cd!n.ro,,,,,e �s7A• !um". ra villk �`4 402.1.1, !Glazing Vactor(area-weighted U- UM ;LJComplies :See the Envelope Assemblies 402.3.1, average). :[]Does Not :table for values. 402.3.3, : ' 402.5 ,[]Not Observable [FR211 :E]Not Applicable 303.1.3 ;U-factors of fenestration products Dcomplies [FR4]1 :are determined In accordance []Does Not ;with the NFRC test procedure or ;taken from the default table. ONot Observable ONot Applicable 402.4.1.1 Air barrier and thermal barrier -'OComplies [FR2311 :installed per manufacturer's ElDoesNot instructions. E]Not observable ]EINot Applicable 402.43 Fenestration that is not site built Elco mplies [FR20]1 ;is listed and labeled as meeting ElDoes Not AAMA/WDMAICSA 101/1.5.2/A440 []Not Observable 00 ;or has infiltration rates per N FRC 1400 that do not exceed code E]Nbt Applicable ;limits. 402,4:5_ IC-rated recessed lighting fixtures ' -.IE]Complies -] sealed at housing/!riterloe,finish E]Does Not d to Indicate crM and labeled E]Not Observable leakage at 75 Pa. jElNot Applicable 4033A Supply and return ducts In attics F E]Complles ­ [FR12]1 :insulated>=R-8 where duct is," 317IDoes,Not 1>=3 Inches In []Not ObserV I able :R-6 where<3 Inches:Supply and return ducts in other portions of = FINot.Applicable the building insulated>=R-6 for, diameter>=3 inches and R-4.2 ;for<3 inches in diameter. 403.3`.5„ Building c6vities'are not used as Elcomplies. �."., [F'RIS]3 ducts or plenums. '[Dl)oes Not ONot Observable E)Not Applicable 403'.4., HVAC piping conveying fluids R- R- ;Elcomplies [FR1713 above 105 QFor chilled,flulds :E]Does Not below 559F are Insulated,to 2:R- E] 3Not Observable . JE]Not Applicable 403.4.1 403.4.1 Protection of Insulation on HVAC c.A0complies [FR2411 piping. 0Does Not E]Not Observable ON ot Applicable 403.5.3 Hot water pipes are Insulated to R- R-_ ;E]Complies :E]Does Not []Not Observable jElMot Applicable i _,�Automatic'or gravity dampers are '1Y1 OComplies "Installed on all outdoor air R,4',03g DDoe"s Not Intakes and exhausts. 0Not Observable ONotApplicable Additional Comments/Assumptions:, I I JHigh Impact(Tier1) -.I--4 [Medium Impact(Tier 2) [-3-41 Low Impact-(Tier 3) Project Title: P6gno, k Report date: 02127/20 Data filename: Page 4 of 9 i i i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1,3,1 Low Impact(Tier 3) Project Title: Pegno Report date: 02127/20 Data filename: Page 5 of 9 #, =% Insu6ation,inspectC ion - P�ans,Verified: F.ield;Verified' Complies? ";• . ommesumpti 'nts/Asons; &Re :ID- -Value= Value, - 303•.1. All installed insulation is labeled a]❑Complies [IN1312 or the installed R-values []Does Not provided. ' 1[:]Not Observable []Not Applicable 402.1.1, ;Wall insulation R-value.If this is a; R- ; R- ;E]Complles :See the Envelope Assemblies 402.2.5, rmass wall with at least 1h of the ❑ Wood ❑ Wood ;❑Does Not Irable for values. 402.2.6 Iwall insulation on the wall ❑ Mass ❑ Mass :❑NotObservable [IN3)1 !exterior,the exterior insulation ; ; U ;requirement applies(FR10)_ ;❑ Steel ;❑ Steel ;❑Not Applicable 303.2 Wall insulation is Installed per ❑compiles [IN41 ;manufacturer's Instructions. i ❑Does Not ❑Not Observable I ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Pegno Report date: 02/27/20 Data filename; Page 6 of 9 Section #_ Final;lns ecfion•Provisions P1an5 Ve`rifie6_. Field Verified" 4.•"< 'q " P 1lalue V 1 Complies Comiiients/Assu►fiptions 402.1,1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ❑Does Not ;table for values. 402.2.2, t ❑ Steel ❑ Steel ;❑Not Observable 402.2,6 [Fill' ❑Not Applicable 303.1.1.1,,Ceiling insulation installed per Y- ;,. ;�❑Complies ; 303.2 manufacturer's instructions, ❑Does Not [FI2]1 ;Blown insulation marked every 300 ft=. ' - ❑Not Observable , _ ,;❑Not Applicable 402.2.3 Vented attics with air permeable 1EIComplies [FI22]? insulation include baffle adjacent ❑Does Not to soffit and eave vents that - extends over insulation. _ __ _ _ ❑Not Observable ; ' ,❑Not Applicable 402.2,4 ;Attic access hatch and door R- ; 'R- ;❑Compiles ; [F1311 :insulation aR-value of the ;❑Does Not ;adjacent assembly. ;❑Not Observable ; 10Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa.<=5 ; ACH 50= ACH 50= ;❑Complies ; [FI17]1 ach In Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ; ;❑Not Observable ; ❑Not Applicable 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ; [FI411 Icfm/100 ft2 across the system or ft2 ft2 ❑Does Not j<=3 cfm/100 ft2 without air []Not Observable ;handler @ 25 Pa.For rough-in ; ; ; tests,verification may need to ;❑Not Applicable :occur during Framing Inspection. ! 403.3.3 ;Ducts are pressure tested to cfm/100 ; cfm/100 I❑Complies ; [FI27]1 determine air leakage with ft2 ftz ❑Does Not I either: Rough-in test:Total ;leakage measured with a i❑Not Observable !pressure differential of 0.1 inch ; ;❑Not Applicable ;w.g.across the system including ;the manufacturer's air handler I enclosure If installed at time-of Itest, Postconstruction test:Total !leakage measured with a pressure differential of 0.1 Inch 1w.g.across the entire system lIncluding the manufacturer's air handler enclosure. t 403.3.2.1 IAtr handler leakage designated s 11Complle5 ; [FI24]1 1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403•.1:1 'Programmable thermostats _ Y{ ❑Complies [FI'9l? installed for control of primary `m = ❑Does Not 3 heating and cooling systems and + initially set by manufacturer to ' ❑NOt Observable ;code specifications. y ❑Not Applicable 403:1.2 1 Heat pump thermostat installed __ f' _ '[]Complies ; [FI10]2 �on heat pumps. ; ❑Does Not [-]Not Observable ❑Not Applicable 4,03.5.1 Circulating service hot water �:'_ .- .= : =' %_ ❑Compiles ; [Flilp isystems have automatic or = ❑Does Not accessible manual controls. - ❑Not Observable ; = IE]Not Applicable 1 High Impact(Tier 1) i2Medium Impact(Tier 2) 3`,Low Impact(Tier 3) Project Title: Pegno Report date: 02/27/20 Data filename: Page 7 of 9 r • Section ` = = - • := _ _ `.,:, _ ; , . :, , °`:'>+•#. F1,ai iispectdor> Provisions' ; 'Pians'Verified , ]Field Verified; Complies?,` ­-CoinmenfsI ssumptions' &ltegciD` Value` Value, - 403.61 $All mechanical ventilation system -Thomplie5 fFI25]2' `fans not part of tested and listed ;,:`„ -.= ❑Does Not HVAC equipment meet efficacy and airflow limits. ❑Not Observable f P "�❑Not Applicable 403:2, Hot water boilers supplying heat ❑Complies ; [FI2612 through one-or two-plpe heating _ - ❑Does Not systems have outdoor setback _ .❑Not Observable control to lower boiler water • temperature based on outdoor []Not Applicable 4 temperature. .403..5.1.1 Heated water circulation systems {❑Complies ; [FI28]2' have a circulation pump.The S❑Does Not system return pipe is a dedicated le observable return pipe or a cold water supply -. pipe.Gravity and thermos- ❑Not Applicable tsyphon circulation systems are , not present.Controls for ,r , circulating hot water system ; pumps start the pump with signal for hot water demand within the , occupancy.Controls ; automatically turn off the pump I when water is in circulation loop [is at set-point temperature and no demand for hot water exists. 403•,5.1.2 hElectric heat trace systems r° []Compiles[FI29j2comply with IEEE 515.1 or UL []Does Not 1515.Controls automatically ❑Nat Observable bb adjust the energy input to the i heat tracing to maintain the '. • '. °:❑Not Applicable desired water temperature in the z ;piping. ; 403.5:2 'Water distribution systems that - _ '-R`_ _-_' =.,'' l❑Complies ; [FI361? have recirculation pumps that _ <<- []Does Not pump water from a heated water supply pipe back to the heated [--]Not Observable jwater source through a cold F ' _` ,'`' ',r '❑Not Applicable •water supply pipe have a demand recirculation'water r ;.,,,• =.[ $system.Pumps have controls ,that manage operation of the ` pump and limit the temperature x ;of the water entering the cold jwater piping to 1044F. = 1 403:54 i Drain water heat recovery units ,° ;, ❑Complies ; [F,1311z tested In accordance with CSA a' ❑Does Not B55.1. Potable water-side ` w ❑Not Observable pressure loss of drain water heat -recovery units <3 psi for 'n_.;` Not Applicable +individual units connected to one or two showers.Potable water= ,$side pressure loss of drain water ,' r•. „ , heat recovery units<2 psi for Individual units connected to <s } three or more showers. I ' 404.1 ;75%of lamps in permanent ❑Complies ; [FI611 fixtures or 75%of permanenti❑Does Not :fixtures have high efficacy lamps. - []Not Observable ;Does not apply to low-voltage ]lighting. r, ❑Not Applicable 404.1.1 '.;Fuel gas lighting systems have _ ❑Complies [FI23]3' -,,16o continuous pilot light. „ ❑Does Not IE]Not Observable J❑Not Applicable 1 High Impact(Tier 1) 2`Medium Impact(Tier 2) 3' 1 Low Impact(Tier 3) Project Title:-Pegno Report date: 02/27/20 Data filename: Page 8 of 9 r;Section _ : 'Plias Verifies! Field vii-ifiia,4,. #; F nat'.lnspection Provisiansr ,Complies? ;ComenentslAssum t1i ns vaI"e-F `Value' ID 4613. Compliance certificate posted, ❑Complies (FIV, .. $; �. . ,; ❑Does Not ' ❑Not Observable ":,, ❑Not Applicable r 303.3 ;Manufacturer manuals for (` "; '' >1 _ •`` )❑Complies ; (FIIB]-3 * mechanical and water heating �c: k ❑Does Not ;systems have been provided. ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: I i I 1 • i I I l I I - i r i t i - + 1 High Impact-(Tier 1) 2 Medium Impact(Tier 2) 3` Low Impact(Tier 3) Project Title: Pegno -Reportdate: 02/27120 Data filename: Page 9 of 9 +++444 J 2015IECC - Ener . y Efficiency. Certificate insulation,Rating R-Value Above-Grade Wall 21.00 _ } Below-Grade Wall 0.00 Floor 0.00 Ceiling/ Roof 30.00 Ductwork,(unconditioned spaces): glass&Door Rating. U-Factor S-HOO Window '0.28 $• 0.28 ` Door Cooling Heating System:' Cooling,System: Water Heater: Name, Date: .. Comments I r c M � m � � _(SL c U Q o S D NC m m . >"E 129.; _ _ S2214_ - _--- 00 a ; � I IGUTCHO'GUE , NY STbCKADE FENCE-' I .. v� N� 11.g o OCCUPANCY OR ed i S� E I USE IS UNLAWFUL �0 2 APPROVED AS NOTED WITHOUT CERTIFICAT- DATE: B.P. OF OCCUPANCY o I FEE: BY: CD 00NOTIFY BUILDING _EPART SENT AT i i < 765-1802 8 AM TO 4 P%fi FCR THE I I Q FOLLOWING INSPECT!CNS: 00 1. FOUNDATION - REQUIRED i W FOR POURED CONCRETE RETAIN STORM WATER RUNOFF N'� I > 2. ROUGH - FRAMING & PLUMBING PURSUANT TO CHAPTER 236 3. INSULATION OF THE TOWN CODE, 4. FINAL - CONSTRUCTION MUST LO BE COMPLETE FOR C.O. ('7 I PAVERS PATIO , w I ALL CONSTRUCTION SHALL MEET THE r� 1' MASONARY COPING ' U w REQUIREMENTS OF THE CODES OF NEW 32.7' w w z YORK STATE. NOT RESPONSIBLE FOR w _< I DESIGN OR CONS(RUCTION ERRORS. ELECTRICAL w CA,L L; _ � POOL I ►� INSPECTION REQUIRED COMPLY WITH ALL CODES OF Q ' o I mNEW YORK STATE & TOWN CODES Lu I cn AS REQUIRED AND CONi7ITlO^4S OF w � PAVERS PATIO " Y _j it cn , ,OI,rD �Alklv i PROPOSED 17q.5 SQ. FT. SECOND STORY ADDITION i I I I � � I STATISTICS OVER EXISTING ONE STORY IvJ FR ARBOR 10 SECTION: C17 EXIST. 2 ND. FLR. OVER PAVERs BLOCK: 06 BALCONEY OVER SCREEND v COVERED LOT 12.4 PORCH o - 22 7' STOOP ZONE: RESIDENTIAL R-80 13 3' o STONE 9.9 10 EXISTING PROPERTY AREA: 421292 S.F. w _ 21 .7' N :I�.o. : - WALK B.B. CUR 1 CHIM. _ EXISTING RESIDENCE AREA , 23 S.F. 2 8 W/W 2 STY. '�' EXISTING SIDED 84 S.F. 1 FR. HOUSE EXISTING DECK 293 S.F. �o HVAC & GARAGE I EXISTING POOL 798 S.F. I TOCKApE F CE 2 2.1 m w m I EXISTING PATIO 308 S.F. 21.9' I6.0' CONC. m EXISTING COVERED PORCH 201 S.F. O N 6�SIONE EXISTING LOT COVERAGE AREA: 41507 S.F. EXISTING LOT COVERAGE PERCENTAGE: �10.(o% < ALLOWABLE (20%) 30.4' �`����� I OOb NO CHANGEO OT COVERAGE {3 p EXIST. WOOD PORCH �� C U Re O T L 30.0 a' p O q W Ins p � STATISTICS I FROFEIRTr � I O ( W �o o SETBACKS ACTUAL ALLOWABLE C7 O p� � FRONT (TO STAIRS) 122.8' > 60.0' Op o �. W SIDE 21 .9' > 20.0 > SIDE AGGREGATE 71 .7' > 45.0 �-- -C r b m I bi INO CHANGE TO SETBACKS Z 0 -4 -+N 1 0 i cn n ING LIST M D Z N � J � I m °D SPEET# SPEET TITLE PAGE NUMBER i LLJ m I i Ld> A-1 COVER SHEET (SITE PLAN * BUILDING STATS) 1 ( CD o Lu Q A-2 FIRST FLOOR t SECOND FLOOR PLAN 2 ry 0 A-3 ROOF PLAN 3 > - A-4 ELEVATIONS t SECTIONS 4 RC-1 CODE SKEET ON�= C-1 GENERAL NOTES (o --'� _ _ 151 .25' ' 954-16 EDGE OF PAVEMENT F E B 1 4 2020 5.151pp"VV N2 FEGNO RESIDENCE DATE: 1005 HARBOR LN. 2 - G - 20 NY 11Amarchitecture.com site COVER SHEETjp r. ` m jpallarchegmail.com—email M. 631-751-3870 MICHAEL JAMES PALLADINO i3ARCHITECT P.C. ARCHITECTURE c3 INTERIORS 0F (o WINDOW SCHEDULE f� TAG TYPE PRODUCT# WINDOW DIMENSION AAQ CASEMENT TW20410 2'-1 8" x 5'-08" B CASEMENT TW34410 MC NOTE: 3'-51�" x 5'-oz" MECHANICAL CONNECTION TO BE SIMPSON LS70 171-011 -- ------ -- - - -- - - - I 'I 3'-3" q'-7" 3'-3u ANGLED FLAT CEILING ANGLED CEILING @ 8'-0" AFF. CEILING EXISTING (2) 1 " x q M.L. NEW ROOF BELOW NEW HDR FOR GYM AREA © POST ABOVE EXPANDED W.P. W.P. 4x4 44 [AB—OVEIOVEAABOVE 4x4 I I ABOVE I WP KP HP i — -- --------- -} xx� x xil -- — -- — — 3 2x10 �— I WP WP _ El --- �� T KOC^ _-- 6x6 6x6 ' ,i III ISI - --- - _ -- ( NEW 2x8 @ Lu 16" O/C I _ - E- Z ! !i --- --------- -- -- -► I CEILING JOISTS I -1 I ( ------- - - -- Q BEARING d -- -- --- -._ < ! � Q 1 BEARING ;r a w —_XIST. WALL ABOVE X 5N.� `OPE I a-0 1 I GEOP G. N 3 � o I W I CEILING I WALL ABOVE �' U D SOC" - --I� (3) 1i" X 14" u)(3) 111 X 14" �i � }�- M.L. HDR. u_ M.L. HDR. I DEMO WALL 6x6 AS SHOWN 6x6 4x4 44Ej WP I I WP WP WP E/IST. Fx !,�-',� FK JLJ� - - - - - - - - - - -- - - - � - - - ' �✓ ,�r.^: 111 W.P. W.P. 4x4 2 �2 I 1(0'-1" I 2 �2 ABOVE ABOVE v4p z I wz W.P. r � N v MC ABOVE MG _j Fd _ env w - 2 1 x 9 M.L. - NEW 1 " x 11�" M.L. RIDGE BEAM (2) 1 " x �I " M.L. O ( ) 3" " ' Q NEW HDR FOR BOLTED TO EXISTING W/ ' _ POST ABOVE x co z 3 1 -<>, THRU BOLTS @ 18" O/C U x W P ABOVE VERIFY HDR �� �- — — — STAGGERED O ABOVE MIN (2) 2x10 W EX'S-?"I'�C RI%CE �,=�=i'^ !III v �� U 2 VERIFY HDRxIS\i MIN (2) 2x10 z jJ ABOVE — ABOVE — — — — —II — — ICI -/— — — — — 111 E/ S7. E/ s N I� 31-011 II I�/ �yl�~ No C�!aNG_ CLC�ET MAINTAIN EXISTING CEILING RELOCATE - ttI NO C \Gr ILL -i ,/ , DOOR J� o c� Nc_ NO cf_la\IG= NT ROOF- E3 0 OO -BLO ' I -- EX!S7 FIRST FLOOR FLAN FLAN SCALE Y4'=1'-0" SCALE Y4"=1'-0" 2x10 @ 16" O/C LEGEND CN D ROOF RAFTERS NEW CEILING JOIST 1_ J_ 1.J TO TIE INTO ROOF - RAFTERS NEW WALL CONSTRUCTION _ i I� EXISTING WALL °-- 2x10 @ 16" 01 ROOF RAFTERS CONSTRUCTION NOTES: DEMO WALL _ Ol CEILING JOISTS TO ALIGN TO EXISTING @ 8'-0" AFF. CEILING JOIST TO TIE INTO ROOF RAFTERS. �� O2 CLIP ROOF - TO ALIGN WITH FRONT ROOF LINE AS SHOWN IN SECTION ELEVATION EXISTING DOOR O EXISTING CEILING JOISTS TO MC INTO NEW HDR W/ SIMPSON L570 �I NEW DOOR - SEE SIZE ON PLAN I N — — — — EXISTING CEILING F-- - --= EXISTING WINDOW JOISTS TO TECO TO NEW HDR. ® NEW WINDOW FEGNO RESIDENCE „ 1005 1-IARSOR LN. DATE' 2 - G - 2O Ol CONSTRUCTION NOTE �,c, f; CUTGPOGUE NY OILa'-o CEILING HEIGHT CALLOUT - - - -- - - - - -- - - -- -- - FCt x , � � OR FLAN m jparchitecture.com site FLO A�y� l./ ^ '�, t, u mjpallarchl�ogmail.com—email .- 631-751-3870 SECONDFLOOR SCALE Ya"=1'-0" MICHAEL JAMES PALLADINO o ARCHITECT P.C. ARCHITECTURE o INTERIORS 20F 171-011 NEW REVERSE GABLE ONTOP EXIST. ROOF 4x4 LINE OF ANGLED CEILING WP I I 8" O.N. TYP. II II II �A II II II II II I I I NEW 2x10 @ 16 OAC NEW 2x10 @ 16" O/� I I I I - I " GYP. BDA. CEILING iiROOF RAFTERS ROOF RAFTERS II II o S C I --- - - rl---- --- - —-- II II I 1 I NQ , ': iI II J I I I IA 8:12 Lu ; 8:12 I HIDDEN LINE OF WALL — J I SLOPE SLOPE ! w I I I I BELOW - I 1 3 I " x q " M.L. 14DR BELOW FOR I L I Z SUPPORT OF EXISTING G.J. - ! '� — — DEMO (3) SKYLITES N A C14 QLc,4 ' – 11Zo J 21x4 ---210 J - -- N < WP lrylvv I I " " 1 _� _ __-- _ _--- NEW i� x 11� M.L. RIDGE BEAM REMOVE EXISTING SURFACE � EXISTING ROOF I I - -- - _=== - 1 I BOLTED TO EXISTING LVL RIDGE _ _ _ MOUNTED LIGHTS - INSTALL NEW NO CHANCE - - - W/ J" THRU BOLTS @ 18" O/C ®� LED DOWNLIGHTS CONNECTED TO EXISTING RIDGE BEAI'l " xq „ I I STAGGERED EXISTING SWITCH VERIFY W/ (2) ii I `�``--'"/ ` OWNER I (2) 1 i" x qi" M.L. VALLEY M.L. VALLEY NEW 2x8 @ 16" O/C I I I ROOF RAFTERS ------- ---- ---- I N0.---- I I RELOCATE SWITCH INSTALL NEW RECESSED "CLOCK" co _jI I TO CLOSET OUTLET $ CABLE LINE FOR WALL --- --- cn = Ii MOUNTED TV. VERIFY I _ i I SPECS/'HEIGHT W/ OWNER - ---- -- - -1 (- ---- ---_ =I I II I I I I II 11 II II II l II I I II F - - - - - - - - - - - - - - - — II I EXISTING DOG HOUSE DORMER II II II II II II II ROOF FLAN REFLCEILING; SCALE ,�,�"=1'-0" SCALE Yq"=1'-O" RCF LEGEND ®A RECESSED DOWNLIGHT - WHITE BAFFLE - 18W LED LAMP (100 W EQUAL) DECORA LIGHT SWITCH DIMMER SLIDE DECORA SWITCH S C HARDWIRED SMOKE ALARM/ CARBON MONOXIDE UNITS AS APPROVED BY NFPA 72 OUTLET FEGNO RESIDENCE 1005 HARBOR LN. DATE: 2 — G - 20 CUTCNOGUE, NY mjparchitecture.com site ROOF PLAN mjpallarch�gmail.com—email �fi ��+..��g•^orf r',�� .. 631-751-3870 MICHAEL JAMES PALLADINO o ARCHITECT P.C. ARCHITECTURE o INTERIORS 3,0 F (o NEW AS14AULT SHINGLE - MATCH EXISTING OVER #30 FELT OVER NEW (2) 1j" X 91" M.L. PLYWOOD SHEATHING RIDGE VENT VALLEY RAFTER NEW (2) 2x12 RIDGE BEAM NEW 1j" x 11i" RIDGE BEAM NEW 2x10 @ 16" O/C ROOF RAFTERS W/ CLIP ROOF INTO /-EXISTING NEW ASHAULT SHINGLE - MATCH ALIGNED * BOLTED TO EXISTING GABLE OVER #30 FELT OVER EXISTING W/ J" TNRU R-30 q" KRAFT FACE INSULATION PLYWOOD SHEATHING BOLTS @ 18" O/G STAGGERED POST DN. NEW 2x8 @ 16" O/C CEILING JOISTS TIE INTO TO HDR. ROOF RAFTERS W/ R-30 q" K.F. INSULATION GABLE END TO RELIEVE MATCHING GUT BACK EXIST. RAKE BOARD * SOLID NAILING ROOF RAFTER 4 SET CROWN @ ROOF LINE ONTO NEW VALLEY i NEW 2x6 @ 16" EXTERIOR WALL - - -- --- -- - - - - W/ 5y2" R-21 K.F. INSULATION NEW (2) 1j" x q " M.L. TO VALLEY -'" ,� � � ,\ II SECOND FLOOR RAFTER CEILING HEIGHT �•)-0 AV \ ALIGN TO EXISTING OL �y WINDOW HEAD HEIGHT j CORNER POST f �� DEMO EXISTING ROOF EXISTING C.J. MC �, I RAFTERS TO NEW HDR. W/ I _ 0 Z o SIMPSON NU28 ✓ ' it i I VERIFY EXISTING PLYWOOD z ~ NEW EXTENSION TOI_ i SU►BFLOOR - EXTEND NEW c� ALIGN TO EXISTING �% NO c-�;N ,NEW I I WOOD FLOORING INTO NEW ::j x JI EXTERIOR WALL / i. !GYM AREA AREA Q w !EXPANDED I --- �----- - - --- � I SECOND FLOOR - --- --- ------ --- - � 1 - -- --FIRST PLATE i I I EXISTING 14i TJI II I II I - j/ VERIFY DIRECTION I CRUSH BLOCKING.I ;I ___ / `y ✓ �y l S_ III NEW (3) 1 i' x 14" M.L. HEADER UNDER EXTERIOR WALLS ao .y. Ell , N0 C1''4,NG N0 C. u ! (BEYOND) I Ic FIRST FLOOR r— ---—+; GRADE N I, I I ' NEW TRIM AROUND EXISTING WINDOWS - EXIISTING FOUNDATION WALL AS SHOWN SECTION SCALE 1/4"= 1'-0" RIG �4T ELEVATION SCALE Ya"=1'-0' RIDGE VENT MATCH EXISTING - NEW (2) 2x12 RIDGE BEAM W/ ROOF PITCH VERIFY * MATCH PITCH W/ EXISTING RIDGE SIMPSON LBV RAFTER CONNECTION - NT NEW PERFECTION VERIFY 8:12 / MASTERBEDROOM GABLE VE2x4 @ 32" O/C COLLAR TIE CEDAR SHINGLES EXISTING ROOF „ NEN 2x10 @ 16 O/C ROOF RAFTERS GABLE END' TO RELIEVE MATCHING W/ q" K.F. INSULATION (R-30) RAKE BOARD t SOLID NAILING � NEW 2x8 @ 16" CEILING JO STS @ 8'-0" CROWN @ ROOF LINE ��. � �� W/ q K.F. INSULATION R-30 8 BOILT CEILING JOIST ;6-- AFTERS - - 8 \ W/ (3) 9" TNRU BOLTS SECOND FLOOR CEILING I ; ;'v �vv,,:,Y,r�,,,wx ,Vy,y � . Y- ALIGN TO EXISTING ' `'i�,r ICE 4 WATER SHIELF 24" UP WINDOW HEAD HEIGHT __ " GYP. BD. (2) 2x6 TOP PLATE W/ HURRICANE TIE - 142A4-ALIGN TO EXISTIING ! PLATE HEIGHT _ _ z x TNRU OUT FI ALIGN TO EXISTING w 0 w 1x6 FASCIA BOARD L- l- x wNEWo _ w _ GYM AREA 811 VEINTED SOFFIT BEAD BOARD SEE NOTE 10 Q-I.-- co z z EXPANDED i 8" O.N. TYP. _, I EXISTING ROOF I J NEW NEW NEW i �/' -''_-_.v__I �� - j - RAFTERS - _ ►� wz wE1�1 2x6 @ 16" EXTERIO ALL - �� Q I i30 J V -;'L, / V2" R-21 K.F. INSULATION i SECOND FLOOR a SE OND FLOOR _ _ -__--- 2x6 OTTOM""PLATE FIRST FLR. PLATE 4- ll FIRST FLRggI _ 4 - - - - _ � --_- .- ,_�_. ___�. . PLATE r _ l c(11�tN - - - — �i - - ------- -- ---� -� EXISTING 14" TJI 'I I I f ,n ,�f^>..N r'v .,i.( �'•'{�'y ��•``'Va` x' ,`� C?' ', .�Y n i .• .�v>. , it !il �\ j ( ^', k � `.Y,.*.�cr •x" >< x` Y� t' �rx\`'v>\ �;, eta ) II I, NEW (3 14" M.L. DR _ I i i ( r>y'�'x•. \- '� r> .>: .Vky, � ^�, �> ., �+,r .Fx, rr `, .-, _ ._ lh�r�.{.�c+.� ,.KR i,`1fk• r ';'Y .'', O I H 'll O _/ X �k.' ,�' r; tiX:��:•Y v'�.x� ,� �{.<�! ikn.`'r' r, n `'f 'r F. , . '�, r,�`• ,kms' r.,I",. l`,. �"' r.,`>< "ax '' r ^'� .',`,^'� I il, `y MAINTAIN ��NTAIN g GYP. BD. co I I >1` ><yx ,�:,^K'''?'�"> ' 'a;,kr'i`•ti'k .-4* ' :':•.xrr ,xX'r >k;. y.�.k^ {' ,x> 'r. — Imo' ' .} { 'k`<x. { +, sj• •- / /-.ti' ,I III . I i ✓h� T�*' . "r X • vK. Y kr`l . r.,�.•.Y r.*^.} r4 `{. '.\? lJ� \ ,/V I I j � C `. ``/`> •'>.Yr `;` ''l.�<�. 'i>'r^ ( ^:�r` 'k' +> .1,.'X`^ '%. `<'. N0 �I I III 4- 4 I FIRST FLOOR FIRST FLOOR �- -\---- m - - - - 1! --- ---- -- _ - -- IF m I N GRADE GRADE NEW TRIM AROUND EXISTING WINDOWS AS SHOWN -- - -- ------------- -- - __---- --_ _!--! REAF) ELEVATION SCALE 1/4"- 1'-0" SCALE Ya"=1'-0" FEGNO R 1005 HARBOR LN. DATE: 2 - G - 20 CUTCHOGU E, NY Cmjparchitecture.com site NOTEo1 UPON CONSTRUCTION OF NEW REVERSE GABLE CONTRACTOR ELEVATIONS C T I O I` I`� J - ICE * WATER INSTALL NEW MATCHING ASPHALT SHINGLES tr6 m allarchO' mail.com-email SHIELD ENTIRE REMAINING AREA W/ STEPPED FLASHING AS REQ. 631-751-3870 MICHAEL JAMES PALLADINO i3ARCHITECT P.C. ARCHITECTURE o INTERIORS 0F 6 WINDOW NOTE: US All new windows and glass doors shall meet the requirements FASTENING S C H E D U LE(R 6 0 2.3(1 )) RIDGE VENT VENTT of the large missile test of ASTM 1996 and or ASTM E 1886. (PER INTERNATIONAL RESIDENTIAL CODE 2015) DR The Contractor shall provide re-cut 1/2" plywood panels to JOINT DESCRIPTION NUMBER OF NAIL SPACING 0 2x4 wood stubs p p P COMMON NAILS o IV CC cover the glazed openings & shall pre drill edges at 12" oc to MPsoNJr LAOSON 0 'x to' x Jraccept 2-1/2" #8 wood screws and provide adequate R O O F F R A M I N G BOL 0 o ts• SIMPCS20�- BASE PLATE number of screws for fastening. ROOF RAFTERS o 16" O.C. 0 78' 76 o.a WOOD FLOOR TRUSSES 1. BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d TOE NAIL BEAM PLAN FOR -F-HEADER SEE PLAN SIMPSON ) CODE ANALYSIS H-3 HURRICAN SIMPSON L-50 CH SI • OCCUPANCY: W/Od NAILS 2. CEILING JOIST TO TOP PLATE 3-8d PER JOIST, TOE NAI SIMPSON CMSTCts " of EACH R FASTEN SHEATHING ON BOTH SIDES CLIP ® 16 Lk G X 12' e. ''. Residential-Single Family Detached TO HEADER WITH 8d OF OPENING, lAG 3. CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS 3-16d FACE NAIL NAILS IN 3" GRID BOLTS " d" s OPPOSITE SIDE OF BOLTS o 18' ROOF RAPIERS �'•. ' 1' 2'8'x 2'6"x 1'0' REFERENCE STANDARDS: OVER PARTITIONS [SEE SECTIONS R802.3.1 R802.3.2 AND PATTERN AS SHOWN SHEATHING U470 (SEE PLAN FOR SIZE) FOOTING(TYP.) IRC 2015 and 2017 New York State Supplement TABLE R802.5.1(9)] ca "GR. 0 76• ASCE 7-10 Minimum Design Loads for Buildings (2) ad NAILS o 3" EA. SIDE 4. CEILING JOIST ATTACHED TO PARALLEL RAFTER PER TABLE FACE NAIL O.C. IN DOUBLE and Other Structures �w FOOTING DETAIL END��OF OVER Climate Zone: 116 (HEEL JOINT) [SEE SECTIONS R802.3.1 R802.3.2 AND R802.5.1(9) h � YWOOD SHEATHING T� TRUSS Degree Days: 5750 TABLE R802.5.1(9)] GYPSUEXTERMBOARDIINiERIOR FACE NAIL FACE WiTH 5d COOLER RIDGE DETAIL @ CATHEDRAL cEILING X16 STRAP 5. COLLAR TIE TO RAFTER 3-1 Od EACH RAFTER SOLID BLOCKING A NAILS O 7" O.C. 0 E H NAILS DESIGN LOADS: SHEATHING JOINTS PORCH,�RAFTER/GIRDER CONNECTION DETAIL FLOOR Decks/Balconies: 60 psf 6. RAFTER OR ROOF TRUSS TO PLATE 2 TOE NAILS ON ONE TRUSS� Attics: 20 psf 3-10d SIDE AND 1 TOE NAIL Odi DOUBLE STUDS 2X4 WOOD STUDS Rooms other than Sleeping Rooms: 40 psf ON OPPOSITE SIDE OF 016' oc SLeeping Rooms: 30 psf EACH RAFTER/TRUSS �- a SIMPSON 0520 Stairs: 40 psf 7. ROOF RAFTERS �'----Xz"0 ANCHOR BOLT O z_ 3-1Od TOE NAIL 12" O.C. W 2" X 2• 1 WRAPPED AROUND (7) 8d NAILS Handrails: 200# TO RIDGE, VALLEY / DOUBLE 2X6 SILL PLATE CANTILEVERED FLOOR JOIST DETAIL Roof: 45 psf ground snow load OR HIP RAFTERS; X Y" STEEL WASHERS Basic Wind Speed: 110 mph OR ROOF RAFTER 2-16d END NAIL (MIN OF 2) 04 3"x3"x1 4" o ssn�PsoN s2 0. . Uplift: 18.1# "CS-PE" � �� / z Dead Loads: 10 psf BEAM W A L L F R A M I N G TYPE C S-P F BRACE WALL D ETA I L WASHER & NUT ,1 WRAPPED AROUND SIMPSON CS20 CONTINUOUS r DOUBLE 2X8 SILL PLATE O EACH RAFTER RIDGE VENT DEFLECTION LIMITS: 8. STUD TO STUD (NOT AT BRACED WALL PANELS) 16d 24" O.C. FACE NAIL (4)toe NAILS 3"x3"x1/4" �� J RIDGE(SEE PLAN FOR SIZE) (2 NAILS (4) 1od NAILS WASHER & NUT N ape Rafters with no finished ceiling attached: L / 180 9. STUD TO STUD AND ABUTTING STUDS AT INTERESTING 1 16" O.C. FACE NAIL H2 HURRICANE EACH PLATE) j 1. "`�.� Floors: L / 360 WALL CORNERS (AT BRACED WALL PANELS) cs20 s AP 2" MI CUP o ts• + u oAcc(MIIN OR BOLT s ,M:.••�,;: y ANCHOR BOLT 039.O� RAFTERS(SEE ':s. EMBEDMENT ' ':�: PLAN FOR SIZE) 10. BUILT-UP HEADER (2" TO 2" HEADER WITH 1¢" SPACER) 16d 16" O.C. EACH EDGE 0 te" oc FACE NAIL (1) IMPSON H2 0 6" •'; ::` x. 11. CONTINUOUS HEADER TO STUD 4-8d TOE NAIL ROOF RAFTERS ENERGY NOTES 12. TOP PLATE TO TOP PLATE 16d 16" O.C. FACE NAIL FACE NAIL ON EACH CANTILEVER DETAIL 1. Calculations are valid up to 5999 degree days. SIDE OF END JOINT FOUNDATION WALL/FLOOR FOUNDATION WALL/FLOOR \2. Certified conformance for Zone 118. 13. TOP PLATE TO TOP PLATE, AT END JOINTS 8-16d (MINIMUM 24" LAP _ 3. Wood framed floors, walls and ceilings shall have an approved SPLICE LENGTH EACH THAN OVERFRAMING RAFTERS 4' POST FRAMING DETAIL FRAMING D ETA(L SIDE OF END JOINT) x • vapor barrier (permeance rating of 1.0 perm) installed on the \ "warm in winter" side of thermal insulation. 14. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR 16d 16" O.C. FACE NAIL s/8' LAG BAIT O EACH .4. Windows and sliding doors shall have a max. air infiltration BLOCKING (NOT AT BRACED WALL PANELS) ROOF RAFTER RAFTER,/TO P PLATE CONNECTION D ETAI L rating of 0.3 CFM per square foot of window area. Swinging 15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST 2-16d (2) EACH 16" O.C. SIMPSON L50 doors shall have a max. air infiltration rate of 0.5 CFM per OR BLOCKING AT BRACED WALL PANELS FACE NAIL RAFTER IN c / 2'x6' HANDRAIL o . O.C. RIDG TENSION STRAP CONN TION DETAIL square foot of door area. 16. TOP OR BOTTOM PLATE TO STUD 4-8d TOE NAIL 5. Skylight shafts shall have a minimum insulation value of R-19. / 6. Garages - front, sides, doors, interior shall have max. U=.40 2-16d END NAIL oo 7. All fireplaces hall be provided with a damper for outside combustion 17. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 2-16d FACE NAIL air 150-200 CFM. All flues shall have tight seated damper with a max. air leakage of 20 CFM. All fireplaces shall have tight- 18. 1" BRACE TO EACH STUD AND PLATE 2-8d FACE NAIL ROOF 8d NAILS fitting non-combustible doors. 19. 1"x6" SHEATHING TO EACH BEARING 2-8d FACE NAIL / ROOF RAFTERS o W O.C. a z 0 00 8d NAILS 0 8. The Contractor shall submit the design, size and type of mechanical 20. 1"X8" AND WIDER SHEATHING TO EACH BEARING 3-8d FACE NAIL systems which will be used, in sufficient detail, as required by N U OO O 2't O.C. ( the Building Department. F L O O R F R A M I N G 4»z4» w 9. All thermostas shall be adjustible from 55 degrees to 85 degrees 21• JOIST TO SILL, TOP PLATE OR GIRDER 3-8d TOE NAIL T/cE DIAGONAL N Forenheit. 2'xto'TREAD o n 10. All ducts and pipes shall be insulated as required by code. 22. RIM JOIST, BAND TOP LATE OR OTJOI TF OR BLOCKING TO SILL 8d 6" O.C. TOE NAIL FALSE VALLEY CONNECTION DETAIL O p STRAP o 78'D.C. 2 HURRICANE 11. HVAC Contractor shall verify heat loss calculations. 12. All cellar and/or basement doors shall be insulated. 23. 1"X6" SUBFLOOR OR LESS TO EACH JOIST 2-8d FACE NAIL _ CUP o 1s' 13. The Engineer certifies that to the best of his knowledge, belief, and r�o STRINGER 0 professional judgement that the plans are in compliance with 24. 2" SUBFLOOR TO JOIST OR GRIDER 2-16d BLIND AND FACE NAIL SIMPSON PB44 N I the Energy Conservation Construction Code of New York State. 25. 2" PLANKS (PLANK AND BEAM -FLOOR AND ROOF) 2-16d EACH BEARING, P BASE Bd 8d NAILS (July 3, 2002) FACE NAIL STAIR/RAILING DETAIL•• �•.',••, O 3' O.C. O 2't O.C. 26. BAND OR RIM JOIST TO JOIST 3-16d END NAIL ~tic C4 NAIL EACH LAYER AS ' :•`s.':+'' 20d FOLLOWS: 32" O.C. : '':�:•• •. EA. SIDE " AT TOP AND BOTTOM 27. BUILT-UP GIRDERS AND BEAMS, 2 LUMBER LAYERS SIMPSON CB44 SAFETY GLASS REQUIREMENTS AND STAGGERED LOAD PATH/FLOOR FRAMING DETAIL LOAD PATH/FLOOR FRAMING DETAIL RAFTER/TOP PLATE CONNECTION DETAIL BASE 2-20d FACE NAIL AT ENDS SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS: AND AT EACH SPLICE i' 28. LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d AT EACH JOIST OR 1. Any glazing in any door type RAFTER, FACE NAIL 2• Glazing in any walls enclosing a shower, tub, sauna or steam room.* 29. BRIDGING TO JOIST 2-10d EACH END, TOE NAIL 1�" SHEATHING 3. Any windows within 24" of a door. 4x4 POST CONNECTION DETAILS 4. Any individual pane of glass with an area greater than 9.0 sq. ft. EDGES INTERMEDIATESIDING where the bottom is less than 18" above the adjacent finish floor (INCH.) SUPPORTS within 36" of the window. FLASHING FOR 5. Glazing in walls of spas, hot tubs or indoor pools within 5'-0" 30' » - " 6d (SUBFLOOR, WALL), Sd (ROOF) 6 12 WATER TIGHTNESS of the water.* 31. '�32"- 1" 8d 6 12 �4" DECKING SIMPSON H2A 6. Glazing in stairways and landings within 3'-0" (horizontally of a 32• UX"- 1Y4" 10d 6 12 OOF AFT81, TO TUD walking surface.* * THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF OTHER EXTERIOR WALL SHEATHING THE GLASS IS MORE THAN 60" ABOVE THE FLOOR. 33. Xz" STRUCTURAL CELLULOSIC 1Xi" GALVANIZED ROOFING NAIL 3 6 FIBERBOARD SHEATHING FLOOR JO ST SIMP ON SI PSON CS2 34. 252" STRUCTURAL CELLULOSIC 1-4" GALVANIZED ROOFING NAIL 3 6 DECK JOISTtr1r)h1h rTnp FIBERBOARD SHEATHING APPROVED JOIST HANGERS TRIPLE STUD DBL TOP PLATE CS O M TC28 OHNE OR » A FULLY THREADED %'0 LAG ASPHALT ROOF SHINGLE NOTES 35. " GYPSUM SHEATHING 1-Y GALVANIZED ROOFING NAIL 7 7 SCREW PREDRILLED W/ MIN LEDGER WITH FASTENERS IN 2x4 PIE S Sots OC 36. X- GYPSUM SHEATHING 1�4" GALVANIZED ROOFING NAIL 7 7 3" PENETRATION TO CENTER ACCORDANCE WITH TABLE R507.2 WOOD STUDS OF TOP PLATE, STUDS, OR ® 16 O.C. 1. Asphalt roof shingles shall have self-sealing strips or shall be A FULLY TREADED J"0 LAG SCREW interlocking and shall comply with the requirements of ASTM D-225 WOOD STRUCTURAL PANELS, COMBINATION HOLD-DOWNHWR SIMPSON DTT1Z AT 4 PREDRILLED W/ MIN 3" AII MPSON or D-3462 SUBFLOOR U N D E R LA YM E N T TO FRAMING LOCATIONS. EVENLY DISTRIBUTED ALONG PENETRATION TO CETER OF TOP 2215 2. All fasteners for asphalt roof shingles shall be galvanized steel, " DECK AND ONE WITHIN 24" OF EACH END PLATE, STUDS, OR HEADER. OF THE LEDGER. HOLD-DOWN DEVICES NNECTOR IF stainless, aluminum, or copper roofing nails. Fasteners shall be minimum 37. 3'4 AND LESS 8d 6 12 NOTE; NOTE: " SHALL FULLY ENGAGE DECK JOIST PER " 12 gage shanked with a minimum 3 8 dia. head, and of sufficient length THIS DETAIL IS APPLICABLE WHERE SOU BLO KING Jai GYPSUM BOARD EACH to penetrate through the roofing materials and the sheathing. 38. %"- 1" 8d 6 12 HOLD-DOWN MANUFACTURER. FLOOR JOISTS ARE PARALLEL TO ® G .BD. JOIN R NAILS ALL STRAPPING SHALL BE 1Y4 X 20 GAGE(SIMPSON 3. Asphalt roof shingles shall have the mimimum number of fasteners as 39. 1)6"-%" 10d 6 12 DECK JOISTS SIMP ON 20 0 7" O.C. (EDGES & FIELD) CS20 OR EQUAL) AND SHALL HAVEA MINIMUM required by the manufacturer. *SEE TABLE R602.3(1) IN IRC FOR ALTERNATE FASTENING REQUIREMENTS. STU TO BEARING OF 12" ALONG RAFTER/STUD/JOIST 4. For normal applications, asphalt roof shingles shall be secured to the roof PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS 4'-0" FACE (TYPICAL FOR ALL CONDITIONS) with no less than four (4) fasteners per strip ;shingle or two (2) fasteners � -0 TO TO 12'-0�� per individual shingle. MAX. 5. Asphalt strip shingles shall have a minimum of six (6) fasteners per shingle where the eave is 20 feet or higher above grade or where the base wind REQUIREMENTS FOR WOOD STRUCTURAL speed is 120 mph or greater. PANEL WALL SHEATHING USED TO RESIST • GENERAL CONSTRUCTION NOTES WIND PRESSURES (R602.3(3)) (PER INTERNATIONAL RESIDENTIAL CODE 2015) _ 1. All work shall conform to the requirements of the New York State Building Code; ULTIMATE DESIGNall work shall also conform to the requirements of an other Codes and authorities PANEL NAIL » q Y MINIMUM COMMON NAIL MINIMUM MINIMUM MAXIMUM SPACING WIND SPEED (mph) 5.5" MIN FOR 2 X 8" having jurisdiction. The Contractor shall obtain and arrange for all required permits, WOOD NOMINAL WALL STUD WIND EXPOSURE .} 6.5" MIN FOR 2" X 10" NO ECTAL U FT 14 inspection, certificates and tests. STRUCTURAL PANEL SPACING(in) EDGES FIELD CATEGORY ` 47.5" MIN FOR 2" X 12" CON CTORS QUIRED SIMPSON SIZE PENETRATION(in) PANEL SPAN THICKNESS(in) DISTANCE SHALL BE PERMITTED TO FTHIS REA MSTC28 2. All foundations shall rest on undisturbed soil of 1 T.S.F. bearing capacity, contractor RATING ("O.C.) ("O.C.) B C D shall have the level of acceptable bearing strata verified in the field. 1 BE REDUCED TO D IF LAG CONNECTOR P 9 6d 1.5 24/0 � 16 6 12 140 115 110 SCREWS ARE USED OR BOLT 16 6 12 170 140 135 SPACING IS REDUCED TO THAT OF IL. 3. All concrete work shall conform to requirements and recommendations of 8d 1.75 24/16 LAG SCREWS TO ATTACH 2X 8 _ ACI-301-96 "Specifications for Structural Concrete for Buildings" (fC'=3000 psi); All 24 6 12 140 115 110 LEDGER TO 2 X 8 BAND JOIST'S. exposed slabs,garage slabs, and steps shall be 3500 psi air-entrained. Reinforcing steel SIMPSON CS20 LQAB• IMPSON shall conform to ASTM A-615 Grade 60. PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS ® 48" O.C. oe ST2215 4. All framing members shall be Hem-Fir #1 (Fb = 975psi); provide (2) 2x8 header NAILING NOTES CONNECTOR HEADER TIE DOWN DETAILS over all wall openings, unless otherwise noted. 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON CENTER AT THE PANEL EDGE. IF WALL TYPE "G B" BRACE WALL 5. Micro-lam girders (ML) shall be laminated veneer lumber with E=2,000,000 PSI. SHEATHING IS NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS 2"x6" W OD CAP Fb - 2,800 PSI, as manufactured by TRUS-JOIST McMILLAN. FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED 2"x4" TOP RAIL 6. Double frame around all openings, under parallel walls and under bathtubs. Provide TO MAINTAIN THE LOAD PATH. X4 WOOD Simpson hanger connections at all flush structural load bearing conditions. 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE DOST ® 4 ' PERMITTED TO BE REDUCED TO 1 -• 16d PER FOOT. 2"x2" BALUSTERS 7. All concrete block shall conform to ASTM C90; Mortar shall be type "M" 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED; CHECK IBC FOR ADDITIONAL M :2 ® 5" 0.C. 8. All steel work shall conform to the requirements of the AISC "Specifications for REQUIREMENTS. (1) MPSO H-14 II P ON SP2 2"x4" BOTT. RAIL CLEAR 'Design, Fabrication and Erection of Structural Steel for Buildings". Steel shall conform 4. ALL QUANTITIES ARE BASED ON 16" OC SPACING FOR RAFTERS, JOISTS AND STUDS. TRUS, TO 10P PEATE STUD 0 TO PLATE CEDAR DECKING to ASTM A-572(GRADE 50) and A-501 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE SIMPSON 11- I IPP 9. All electrical work shall conform to local NEC and Underwriters Laboratory requirements. ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. PRE-FAB WOOD ROOF 10. Pre-fabricated fireplaces and flues shall be UL approved. „ 6. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE TRUSSES ® 24" o.c. roo CLIP 0 16 O.0 11. Install smoke detectors and carbon monoxide detectors in accordance with all USED. 8d NAILS 0 12" BOLTS state and local code requirements. IN FIELD IN PLYWOOD 12" JOMS ® 16" o.c. 12. The Contractor shall verifyall existing conditions before starting construction and S. X:" PLYWOOD SHEATHING EXTERIOR MAX. C6 DJ ® POST g g d S ® FACE; " GYPSUM BOARD INTERIOR x A shall notify the engineer of any ambiguities or discrepancies before proceeding with the CLIMATIC & GEOGRAPHIC DESIGN C R TI E R I A .C. E GEs PL 00 FACE o M EA. SIDE work. If any questions arise before or during construction as to the intent or details of GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE BY 6"x6" P.T. IMPSON CB66 the drawings, the contractor shall call the engineer, Thomas D. Reilly, at (631) SNOWDESIGN POSTS @ 1 POST BASE 724-5740 for clarification and/or instructions. If the contractor fails to follow the PEED TOPOGRAPHICSPECIAL WIN WIND-BORNE WEATHER- FROST LINE above procedure, he shall assume all responsibility for the consequences of his actions LOAD m h EFFECTS REGION DEBRIS ZONE CATEGOR ING DEPTH TERMITE 2x6 STUDS 0 16"o.c. and/or decisions. 20 PSF 130 NO NO C SEVERE 3'-0" MODERATE SOLID B KI G TO HEAVY rk to insure ® PLYWO (NTS13. The owner shall arrange for supervision of the construction wo , s •` FEGNO R compliance with the contract documents. WINTER ICE BARRIER FLOOD AIR MEAN PLE TUD r2 - G - 20 14 When using ACQ pressure treated lumber all nails,screws,sill plates and DESIGN MENT HAZAR UNDERLAY- FREEZING ANNUAL DS V' 3 �?�- 1005 HARBOR LN. DATE wind straps must be hot dipped galvanized or stainless steel fasteners TEMP, INDEX TEMP. i •. REQUIRED CID ? ,,,•y.�• '`�� °"r�,o �',,e CUTCNOGUE NY 15' YES NO 599 51 •r. �' "'' ,,,•, d_ EGRESS WINDOW SCHEDULE I„'ALL SLEEPING ROOMS) SIMPSON CS20 FOUNDATION WALL 016" O.C. : � '� °.,;� mjparchitecture.com site TOWN OF SOUTH HAMPTON AS PER IRC 2015, SECTION 1609 AS APPLIES FOR THIS PROJECT, AND THE 2016 NYS UNIFORM CODE '°� """"" CODE S FLOOR ROOM NAME flEO'D CLEAR OPENING PROVIDED (S.F.) ';IT ' SUPPLEMENTS AND ASCE 7-10 ENGINEERED DESIGN FOR SNOW AND WIND LOADS AS THE REFERENCED STANDARD. •��:< <� ( ?; m' allarch� maiLcom-email FIRST 5.0 • A JP g l r SECOND 5.7 TYPICAL CS-WSP BRACE WALL DETAILJOIST / " �' 631-751-3870 SECOND 5.7 PORCH DECK r �� Kz . . CONNECTION DETAIL MICHAEL JAMES PALLADINO 13ARCHITECT P.C. ARCHITECTURE o INTERIORS OF 6 f GENERAL NOTE5 THESE DRAWINGS ARE TO CONVEY THE OVERALL DESIGN INTENT AND GENERAL SCOPE OF WORK. ALL CONNECTIONS, ASSEMBLIES, AND DETAILS REQUIRED TO CARRY FINISHED CARPENTRY: ELECTRICAL: OUT THIS PROJECT ARE TO BE PROVIDED BY THE GENERA'-CONTRACTOR. THE CONTRACTOR 15 TO CHECK AND VERIFY ALL EXISTING CONDITIONS AT SITE AND EXAMINE CONTRACTOR SHALL PROVIDE AN ALLOWANCE FOR FINISHED MOLDINGS THRU OUT NEW CONSTRUCTION (CONTRACTOR TO DISCUSS WITH OWNER ROOM RECEIVING NEW ALL ELECTRICAL WORK TO BE PERFORMED BY A DULY LICENSED ELECTRICIAN - ALL WORK TO BE DONE IN STRICT ACCORDANCE WITH 2015 IRC 2ND PRINTING * NYS THESE DOCUMENTS AND BE RESPONSIBLE FOR ALL MEASUREMENTS, DIMENSIONS AND CONDITIONS. ANY DISCREPANCIES ARE TO BE REPORTED TO THE ARCHITECT MOLDING). RESIDENTIAL ELECTRIC CODE. 2015/2017 SUPPLEMENTS PARTS VIII, CHAPTER 34-41 , BOARD OF UNDERWRITERS, UL WORK WILL INCLUDE BUT NOT LIMITED TO BEFORE BID SUBMISSION AND OR COMMENCEMENT OF WORK. ELECTRICAL SERVICE CONNECTION, PANEL BOARDS, LIGHT FIXTURES, POWER OUTLETS, ETC. FOR A COMPLETE FINAL SYSTEM EXTENDED FROM EXISTING ROOM (ALLOWANCES ARE FOR FURNISH AND INSTALL). THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENT WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CROWN MOLDING: ........................... $20.00 PER LINEAR FT. CONTRACTOR/ELECTRICIAN VERIFY THAT EXISTING SERVICE ELECTRICAL PANEL SUFFICIENT TO POWER NEW CONSTRUCTION WITH NECESSARY CIRCUITS FOR ALL LIGHTING, COMMENCEMENT OF CONSTRUCTION WILL SIGNIFY THAT THE OWNER, CONTRACTOR AND ALL TRADE AND SUB CONTRACTORS WILL HOLD THE ARCHITECT HARMLESS FOR WINDOW AND DOOR CASINGS ...... .....$10.00 PER LINEAR FT. OUTLETS, H.V.A.C. UNITS, ETC. ANY AND ALL ERRORS, OMISSIONS, AND PERSONAL LIABILITY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ACTS AND OMISSIONS OF HIS OR HER EMPLOYEES AND ALL BASE MOLDING ................................ $15.00 PER LINEAR FT. SUBCONTRACTORS, THEIR AGENTS AND EMPLOYEES AND ALL OTHER PERSONS PERFORMING ANY WORK OR SERVICES UNDER CONTRACT WITH THE CONTRACTOR ALL MOLDING SHALL BE PAINT GRADE POPLAR, BIRCH OR MDF APPROVED MATERIAL. CONTRACTOR SHALL COUNTER SINK ALL NAIL AND BRADS FILL AND MAKE READY FOR ALL OUTLETS TO BE INSTALLED ON EACH WALL OR WITHIN 8'-0" APART - AS PER CODE. AWARDED THE PROJECT. CONTRACTOR SHALL SUPERVISE AND DIRECT ALL WORK U51NG H15 BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY FINAL PAINTERS PREP BEFORE PAINTING. RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER ALL CONDUCTORS TO BE COPPER WITH A MINIMUM WIRE 51ZE OF#12AWG (ALUMINUM CONDUCTORS SHALL NOT BE USED ANYWHERE ON THIS PROJECT), THE THIS AGREEMENT. ELECTRICIAN SHALL ENSURE THE CONDUCTORS UTILIZED ARE IN KEEPING WITH GOOD PRACTICE FOR CIRCUIT/PROTECTIVE DEVICES EMPLOYED. THE ELECTRICIAN SHALL STRUCTURAL STEEL: ENSURE THAT THE CIRCUIT AMP CAPACITY AND SHORT CIRCUIT OVERLOAD PROTECTION 15 APPROPRIATE FOR THE EQUIPMENT AND OR AMOUNT OF LIGHTS OR OUTLETS ALL WORK SHALL CONFORM TO 2015 IRC 2ND PRINTING t NYS RESIDENTIAL BUILDING CODE SUPPLEMENT, ENERGY CONSERVATION CODE AND ALL RULES AND ASTM A572 - Fy = 50 K51 ALL STRUCTURAL STEEL CONNECTIONS TO BE PROVIDED BY FABRICATOR IN ACCORDANCE WITH AMERICAN INSTITUTE OF STEEL BEING INSTALLED REGULATIONS OF LOCAL AUTHORITIES HAVING JURI5DICTON, INCLUDING THE LATEST EDITIONS OF THE NATIONAL FIRE CODE AND ALL REQUIREMENTS OF THE CONSTRUCTION (AI5C). OCCUPATIONAL SAFETY AND HEALTH ACT. ALL STEEL COLUMNS SHALL BEAR DIRECTLY ONTO CONCRETE OR STEEL TO STEEL (NO WOOD TO BE "SANDWICHED" BETWEEN COLUMN AND STEEL). ALL LIGHTING AND SWITCHING TO BE INSTALLED AS PER CODE AND VERIFY WITH OWNER ANY ADDITIONAL LIGHTING AND OR TYPES (PENDANTS, SCONCES, ART SPOT LIGHTING, ETC) DURING THE WIRING PROCESS. HOMEOWNER SHALL PAY FOR ALL REQUIRED PERMITS FROM ALL AGENCIES HAVING JURISDICTION, INCLUDING -TOWN OF SOUTHOLD, IT 15 THE RESPONSIBILITY OF THE ALL MECHANICAL CONNECTIONS SHALL BE BY 51MP5ON STRONG TIES. ALL REFERENCE NUMBERS ON CONSTRUCTION DOCUMENTS CONTRACTOR TO SCHEDULE ALL SITE INSPECTION WITH BUILDING DEPT., PROVIDE FINAL UL ELECTRICAL UNDERWRITERS CERTIFICATE, RELEASE OF LIENS FROM CONTRACTOR/ELECTRICIAN SHALL VERIFY EXACT CABINETRY AND EQUIPMENT BEING INSTALLED IN GYM PRIOR TO WIRING INSTALLATION. SUBCONTRACTORS AS WELL AS GENERAL CONTRACTOR. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN FINAL C/O, IT 15 THE RESPONSIBILITY OF THE SUBCONTRACTOR TRADES (IE: ELECTRICIANS, PLUMBERS, HVAC, ETC.) SHALL NOT DRILL THROUGH, NOTCH OR ALTER ANY STRUCTURAL MEMBERS UNLESS INSTRUCTED HOMEOWNER TO OBTAIN A FINAL SURVEY 50 TO SECURE C/O FROM THE TOWN OF SOUTHOLD AT PROJECT COMPLETION. BY GENERAL CONTRACTOR AND AS PROVIDED FOR IN THIS CODE SECTION - 2015 IRC 2ND PRINTING CONTRACTOR SHALL MAKE CERTAIN TO SEAL ALL CONDUIT VOIDS AROUND PIPING OR WIRING PENETRATING FACADES, FOUNDATIONS OR ROOF5 OR INSTALLATION OF 8502.8 - R.502.8. 1 - R502.8.2 - R502. 13 FINISHED MATERIAL INSTALLATIONS. IF IN THE COURSE OF CONSTRUCTION, CONDITION EXISTS WHICH DISAGREE WITH THAT AS INDICATED ON THESE DRAWINGS, THE CONTRACTOR SHALL RG02.G - RG02.G - RG02.G. I STOP WORK AND NOTIFY THE ARCHITECT IMMEDIATELY. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE TO WORK, HE SHALL ASSUME R802.7.2 - P,802.7. 1 .2 ELECTRICIAN SHALL PROVIDE ALL REQUIRED SERVICES TO POWER ALL NEW H.V.A.C. SYSTEM. THIS SHALL INCLUDE, HEAT PLANTS, AIR HANDLERS, COMPRESSORS, WATER ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. HEATERS, RELAYS, DISCONNECT SWITCHES, ETC. FOR A COMPLETE OPERATING SYSTEM, ALL INSTALLED AS PER 2015 ORC 2ND PRINTING, # NYSRESIDENTIAL BUILDING NO NOTCHING OR CUTTING OF FLANGES OF STEEL BEAMS SHALL BE ALLOWED AND ELECTRICAL CODES. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS 5UPER5EDE SCALED DIMENSIONS. CONTRACTOR TO INSTALL ALL NAILING AS PER SCHEDULES * FASTENERS AS SHOWN ON SHEETS C-I N COMPLIANCE WITH 2015 IRC 2ND PRINTING AND MANUFACTURERS ABSOLUTELY NO CONSTRUCTION DEBRIS OR MATERIALS SHALL BE BURIED ON 51TE OR BURNT ON SITE. ALL REMNANTS OF CONSTRUCTION SHALL BE LAWFULLY REMOVED SPECIFICATIONS * ANY RELATED NYS RESIDENTIAL BUILDING CONSTRUCTION CODES HAVING JURISDICTION - PROVIDE CODE COMPLIANT PLYWOOD PANELS OR IMPACT PLUMBING: FROM THE PROJECT 51TE IN DUMPSTERS AND DISPOSED OF AS PER GOVERNING LAWS OF THE STATE OF NEW YORK AT LANDFILLS. IT IS THE RESPONSIBILITY OF THE WINDOWS AS INDICATED ON SHEET C-I - FOR NEW WINDOWS IN GYM. ALL PLUMBING WORK SHALL BE PERFORMED BY A DULY LICENSED PLUMBING CONTRACTOR AND SHALL OBTAIN AND PAY FOR ALL PLUMBING PERMITS AND APPROVAL- ALL CONTRACTOR TO PROVIDE AS MANY DUMP5TER5 AS REQUIRED THRU OUT DURATION OF CONSTRUCTION. PLUMBING WORK MUST CONFORM IN STRICT ACCORDANCE WITH TO 2015 IRC 2ND PRINTING * NYS RESIDENTIAL PLUMBING CODE 2015 / 2017 SUPPLEMENT. (CHAPTER CONTRACTOR SHALL AT ALL TIMES KEEP THE PROJECT 51TE CLEAN FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY ITS PERFORMANCE OF WORK INSULATION 5PECIFICATION: IECC 2015 ENERGY CODE - SEE SHEET C-4 FOR ADDITIONAL DETAILS - AND ALL REQUIRED NOTES INSTRUCTION 25-33- P2501-P3201 .7) AND OR TRADE. CONTRACTOR SHALL UPON COMPLETION OF PROJECT SHALL LEAVE THE PROJECT BROOM CLEAN, REMOVE ALL DEBRIS, TOOLS, CONSTRUCTION NOTE:A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE CONDITIONED AIR BUILDING ENVELOPE. EQUIPMENT, PORTA SANS, ETC. MAKE READY FOR HOMEOWNERS CLEANING SERVICES AND LANDSCAPERS. THE EXTERIOR THERMAL ENVELOPE SHALL CONTAIN A CONTINUOUS AIR BARRIER. ALL PIPING (HOT AND COLD SUPPLY LINES) TO BE EITHER COPPER OR"PEX" PIPING AS PER CODE. ANY JOINTS OR BREAKS SHALL BE SEALED. CONTRACTOR SHALL SUPPLY ONE (1) PORTA SAN FACILITY AT ALL TIMES ON 51TE THRU OUT THE DURATION OF THE CONSTRUCTION AND SHALL BE SERVICED TWICE PLUMBER/CONTRACTOR TO EXTEND EXISTING BASEBOARD HEATING INTO NEW AREA OF EXTENDED GYM SPACE. INSTALL AS REQUIRED FOR PROPER HEATING AT REAR WEEKLY. • WALLS - R-21 BATT 5z"THICK(KRAFT FACE) 2xG STUDS INCLUDING RIM * BAND JOIST. WALL BENEATH WINDOWS - ACCOUNTING FOR CUBIC AREA OF CATHEDRAL CEILING IN NEW AREA. CONTRACTOR TO INSTALL SINGLE STATION SMOKE DETECTORS IN GYM AREA, IN COMPLIANCE WITH THE NY5EC, A510. DETECTORS SHALL BE ELECTRIC AND SHALL BE . CEILINGS - R-30 BATT 9"THICK(KRAFT FACE) INCLUDING CATHEDRAL CEILING AREA. PLUMBER TO NEVER DRILL THROUGH ANY STRUCTURAL HEADERS OR GIRDERS. VERIFY WITH CONTRACTOR BEFORE DRILLING THROUGH FLOOR AND CEILING JOISTS. NEVER DIRECTLY CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING SWITCHES. PROVIDE ALL IN ACCORDANCE WITH R314.G. ALL SYSTEMS SHALL COMPLY WITH UL DRILL AT LOWER SECTION OF ANY JOIST 50 THAT DEFLECTION STRENGTH 15 NOT COMPROMISED. INCLUDING ALL NOMINAL WOOD FLOOR OR CEILING BEAMS AND JOISTS. 217 NEPA 72, NEPA 720, - R315 (20 15 IRC 2ND PRINTING) INSTALL SMOKE AND CARBON MONOXIDE DETECTORS AS PER CODE AND AS SHOWN ON PLANS BUT NOT . FLOOR- R-30 BATT 9"THICK(KRAFT FACE) LIMITED TOO. SINGLE AND MULTIPLE STATION SMOKE ALARMS SHALL BE INTERCONNECTED 50 THAT THE ACTUATION OF ONE ALARM WILL ACTIVE ALL ALARMS THRU OUT IN ACCORDANCE WITH R3 13. POWER SOURCE FOR SMOKE ALARM AND CARBON MONOXIDE SYSTEMS SHALL COMPLY WITH R313. 1 - R313.4.5. . PROVIDE PICTURE FRAME AIR SEAL TO PA55 (3) AIR CHANGES PER HOUR. FORTHIS PROJECT NO NEW HVAC UNITS WILL BE REQUIRED. AN EXTENSION OF THE EXISTING DUCT WORK FOR ROOM ENLARGEMENT AREA REQUIRED (ON REGISTER) THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL PURCHASE AND PAY FOR THE COST OF INSURANCE COVERAGES AS REQUIRED. COPIES OF ALL INSURANCE . RECESSED DOWN LIGHTING FIXTURES INSTALLED IN BUILDING ENVELOPE SHALL BE SEALED TO GYPSUM BOARD DRYWALL CEILING - AIR TIGHT IC RATED. CERTIFICATES ARE TO BE SUBMITTED'TO OWNER UPON RIEQUE5T. ALL COVERAGES REQUIRED SHALL INDEMNIFY AND HOLD HARMLESS THE HOMEOWNER DAVID AND MICHELLE PEGNO , AND ARCHITECT MICHAEL JAMES PALLADINO ARCHITECT; P.C. FROM ALL AND AGAINST ALL CLAIMS, DAMAGES, LOSS, OR EXPENSE ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK AS DEFINED IN SECTION 3. 18 OF THE A.I.A. DOCUMENTS AND A20 I-THE GENERAL CONDITIONS CONTRACT. GYPSUM BOARD: CODE COMPLIANCE POLICIES SHALL BE FOR WORKMAN'S COMP, COMPREHENSIVE LIABILITY, AUTOMOTIVE LIABILITY AND ALL ADDITION INSURANCES REQUIRED FOR CONDUCTING THE ALL GYPSUM BOARD TO BE 5/8"THICK THROUGH OUT UNLE55 OTHERWISE NOTED. THE PLANS ARE IN COMPLIANCE WITH THE 2015 IRC - 2ND PRINTING AS ADOPTED AND AMENDED BY NY5 RESIDENTIAL BUILDING CODE SUPPLEMENT ASCE 7-10 PROJECT. ALL GYPSUM BOARDS INSTALLED IN LENGTHS AND DIRECTIONS WHICH WILL MINIMIZE NUMBER OF END JOINTS AND SEAMS. ALL WALLS AND CEILINGS TO RECEIVE 3 WORKMAN'S COMP COATS OF TAPE AND SPACKLE, IN CATHEDRAL CEILING AREAS CONTRACTOR SHALL USE FIBERGLASS REINFORCED TAPE, SPACKLE AS INSTRUCTED ABOVE. IT 15 THE I . AS REQUIRED BY NEW YORK STATE/TOWN OF SOUTHOLD RESPONSIBILITY OF THE PAINTING CONTRACTOR TO PERFORM THE FINAL PREP ON ALL WALLS, CEILINGS, AND TRIM WOODWORK, FOR ALL PRIMERS AND PAINTING. 2. ALL SUBCONTRACTORS 3. ALL INDEPENDENT CONTRACTORS PAINTING t, FINISHES 4. THIRTY(30) DAY NOTICE OF CANCELLATION ALL WALLS t SURFACES AS INDICATED ON PLANS ARE TO BE MADE READY FOR BOTH PRIMER 4 PAINT. CONTRACTOR SHALL PREPARE ALL FINISHED CONSTRUCTION FOR PAINTER PREP, IT 15 THE RESPONSIBILITY OF THE PAINTING CONTRACTOR TO DO "ALL" FINAL PREPARATIONS OF WALLS, MOLDINGS, TRIM, ETC. FOR FINISHED PRIMER# COMPREHENSIVE GENERAL LIABILITY FINISH PAINT I . $3,000,000 COMBINED SINGLE LIMIT PERSONAL INJURY LIABILITY AND PROPERTY DAMAGE LIABILITY 2. CONTRACTOR HOLD HARMLESS AGREEMENT 3. PRODUCTS LIABILITY AND/OR COMPLETED OPERATIONS FLOORING: 4. OWNER SHALL BE NAMED AS ADDITIONAL INSURED CONTRACTOR SHALL VERIFY WITH OWNER ALL FINISHED FLOORING THRU OUT NEW CONSTRUCTION AND PROVIDE PRICING FOR FINISHED WOOD FLOORING, OR 5. THIRTY(30 DAY NOTICE OF CANCELLATION PREPARATION REQUIRED FOR WALL TO WALL BROADLOOM CARPETING * WHEREA CHOICE FOR STONE/TILE FLOORING. CONTRACTOR SHALL INSTALL"MUD JOB" BASE AUTOMOBILE LIABILITY FOR PROPER INSTALLATION * LEVELING OF ROOM. 1 . $3,000,000 COMBINED SINGLE LIMIT BODILY INJURY LIABILITY AND PROPERTY DAMAGE LIABILITY WINDOWS AND DOORS: CANCELLATION CAUSE TO BE MODIFIED AS FOLLOWS: SHOULD ANY OF THE DESCRIBED POLICIES BE CANCELED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING ALL NEW WINDOW DESIGNATIONS ARE TO BE ANDERSON "400 SERIES" WINDOW- CONTRACTOR TO VERIFY EXISTING WINDOWS IN DWELLING - MATCH NEW IN KIND, SIZE COMPANY WILL MAIL 30 DAYS WRITTEN NOTICE OF THE CERTIFICATE HOLDER. AND FUNCTION AS INDICATED ON PLANS, ALL WINDOWS TO BE LOW"E" GLA7)NG PANELS, PROVIDE ALL'TRUSCENE" INSECT SCREENS, GRILLE WORK SHALL MATCH EXISTING EXTERIOR AND INTERIOR AS SHOWN ON ELEVATIONS FOR THIS PROJECT WHITE HARDWARE, ALL GLAZING LESS THAN 18" ABOVE FINISHED FLOOR MUST BE THE ABOVE COVERAGES ARE MINIMUM REQUIRED BUT NOT LIMITED TOO * CONTRACTOR SHALL VERIFY WITH BUILDING DEPT. FOR ANY ADDITIONAL COVERAGES OR LIMITS TEMPERED. INSTALL ALL REQUIRED WEATHERSTRIPPING, FLASHING, SET LEVEL AND TRUE FOR A PROPER MANUFACTURERS APPROVED INSTALLATION. EXTERIOR CLADDING REQUIRED FOR PERMIT ISSUANCE. COLOR TO BE WHITE. ANY SILL LOWER THEN 24" OFF FINISHED FLOOR MUST HAVE A CONTROL DEVICE THAT WILL NOT ALLOW A WINDOW TO FULLY OPEN OR ALLOW PASSAGE OF A 4" DIAMETER SPHERE - INCLUDE MANUAL RELEA5E WILL ALLOW WINDOW TO FULLY OPEN. ALL MATERIALS USED IN THE PERMANENT CONSTRUCTION OF THE PREMISES SHALL BE NEW AND UNUSED. THE CONTRACTOR SHALL GUARANTEE THE WORK OF EACH TRADE INTERIOR DOORS : PROVIDE AN ALLOWANCE OF$200.00 PER DOOR. STYLE AND FINISH (IE: PAINT GRADE, MDF COMPOSITE, STAINED CLEAR WOOD) TO BE DETERMINED AND THE ENTIRE WORK OF THIS CONTRACT FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER. BY OWNER. MATCH EXISTING PROFILES UNDER GROUND UTILITIES: EXTERIOR SIDING AND FINISHES: IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR,AND SUBCONTRACTORS TO CONTACT 5UFFOLK COUNTY TO LOCATE ALL UNDER GROUND/ UNSEEN UTILITY LINES ALL AREAS, AS INDICATED ON PLANS AND ELEVATIONS SHALL RECEIVE CEDAR PERFECTION 5HINGI FS - G" EXPOSURE TO WEATHER AS SHOWN - MATCH PROFILE EXPOSURE AND PIPING, INCLUDING BUT NOT LIMITED TOO... GAS, ELECTRIC, WATER, SEPTIC/SEWER, CABLE, PHONE, ETC. PRIOR TO ANY EXCAVATION REQUIRED FOR NEW IN FIELD, ALL SURROUNDS, CASINGS, CROSSHEADS AS SHOWN ON ELEVATIONS SHALL BE AZEK COMP051TE MATERIAL OR APPROVED EQUAL MATCHING EXISTING CONSTRUCTION OF STRUCTURES OR REQUIRED CONNECTIONS TO UTILITIES. DWELLING PROFILES * DIMENSIONS. ALL FASCIAS, RAKES, SUB FASCIAS, ETC. SHALL BE AZEK OR EQUAL COMPOSITE MATERIAL. PROVIDE ALL VINYL BEAD BOARD WITH CONCEALED VENT SOFFITS AND OVERHANGS. ALL FASCIAS MADE READY TO RECEIVE NEW GUTTERS - LEADERS DOWN TO SPLASH BLOCKS EXISTING IN FIELD. CONCRETE/ FOUNDATIONS/ MASONRY: (NOT APPLICABLE FOR THIS PROJECT) FOOTINGS = SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF I TON/SQ. FT. IF INADEQUATE SOIL CONDITIONS ARE ENCOUNTERED ROOFING: HE SHALL NOTIFY ARCHITECT FOR INSTRUCTION, CONTRACTOR SHALL VERIFY CONDITIONS AT SITE. INSTALL ARCHITECTURAL DIMENSIONAL"LIFETIME" "TIMBERLINE "HD" ARCHITECTURAL ASPHALT ROOFING SHINGLE. - MATCH EXISTING. NEW ROOFING PROVIDE ICE AND WATER SHIELD AT GUTTER/ FASCIA LINE MIN. 24" UP ROOF, BOTH NEW AND EXISTING IN ACCORDANCE WITH CHAPTER 9 - 2015 IRC 2ND PRINTING. ALSO ALL VALLEYS, EXCAVATIONS FOR FOOTINGS AND FOUNDATIONS: DO NOT DISTURB BOTTOM OF EXCAVATED EARTH SO NOT TO DISTURB REQUIRED BEARING CAPACITY. AND ALL ROOF TO VERTICAL WALL INTERSECTIONS SHALL RECEIVE ICE AND WATER5HIELD. PROVIDE ALL FLASHING, STEP FLASHING, REGLET INTO MASONRY CHIMNEY AT BACKFILL: CONTRACTOR SHALL SCHEDULE ALL INSPECTIONS FOR INSTALLATION OF FOOTINGS AND FOUNDATION WALLS, NO BACKFILLING WILL BE DONE WITHOUT STRICT ROOF INTERSECTION. - DO NOT STORE MATERIALS ON ROOF, NOR POSITION INSTALLATION EQUIPMENT IN LOAD CONCENTRATIONS EXCEEDING DESIGN LIVE LOADING. INSTRUCTION AND APPROVAL FROM THE BUILDING INSPECTOR. PROVIDE ALL REQUIRED DRAINAGE MATERIAL AS SHOWN ON CONSTRUCTION DOCUMENTS INCLUDING EVEN LAYERS OF GRAVEL, CELOTEX MASTIC WATERPROOFING, ETC. ALL DONE PRIOR TO BACKFILL. DO NOT BACKFILL AREAS THAT CONTAIN MUDDY EARTH CONDITIONS, CAULKING * FLASHING: WATER, ICE, SNOW FROST, ETC. CONTRACTOR SHALL INSTALL ALL FLASHING @ ROOFING/WALL FACADE, WINDOWS t DOORS. TO BE LEAD COATED COPPER SECTIONS (FULL LENGTH OR STEPPED - CONCRETE SHALL BE F'c = 3,500I 251 @ 28 DAYS (NC EXCEPTION WILL BE ALLOWED) - SLABS TO BE 4,000 PSI @ 28 DAYS MIN. INDUSTRY STANDARD 20 GA. OR BETTER. IN ACCORDANCE WITH 8.703.8, 8903.2 t 905.2.8 (2015 IRC 2ND PRINTING * NYS RESIDENTIAL BUILDING CODE). VERIFY THE ALL FOUNDATION WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE 2015 IRC 2ND PRINTING * NY5 RESIDENTIAL BUILDING CODE SUPPLEMENT, OR GREATER PROPER INSTALLATION PROCEDURE WITH MANUFACTURERS SPEC. AS INDICATED ON PLANS AND SPECIFICATIONS. SECTION 8401 - R408 ALL ROOF PENETRATIONS SHALL BE SILICONE LIFETIME CLEAR COLOR AND OR TAR* PITCH AT ALL VENT PIPES STAND PIPES, etc. AT ALL AREAS WHERE CONCRETE OR MASONRY INSTALLATION COMES IN CONTACT WITH ANY WOOD SURFACES, CONTRACTOR SHALL INSTALL"ARMOR FLEX" OR EQUAL ALL DOOR* WINDOW FRAMES TO RECEIVE CLEAR SILICONE CAULKING AS REQUIRED FOR A WATER/WEATHERPROOF INSTALLATION. FOR PROTECTION OF ALL WOOD SILLS, STUDS AND BOX BEAM CONSTRUCTION GUTTER* LEADERS: WOOD FRAMING/CARPENTRY: CONTRACTOR TO INSTALL ALL GUTTERS * LEADERS THRU-OUT NEW CONSTRUCTION. VERIFY ALL FULL LENGTH OF GUTTER AND LEADERS TO SPLASH BLOCKS AS PER CODE INSTALLATION OF ROUGH CARPENTRY WORK TO COMPLY WITH "MANUAL OF HOUSE FRAMING" BY THE NATIONAL FOREST PRODUCTS ASSOCIATION (NFPA) AND WITH THE REQUIREMENTS - DANY COIL EXTRUDED ALUMINUM - WHITE BAKED FINISH. RECOMMENDATION OF THE AMERICAN FOREST AND PAPER ASSOCIATION (AF4-PA), UNLESS OTHERWISE NOTED. INSTALL ALL FIRE CAULKING AS PER 2015 IRC 2ND PRINTING * NYS RESIDENTIAL BUILDING CODE SUPPLEMENT AT ALL FLOORS, AND FRAMING INTERSECTIONS. VERIFY WITH BUILDING DEPARTMENT IF A SEPARATE FIRE CAULKING INSPECTION 15 REQUIRED. ALL FRAMING CONSTRUCTION SHALL CONFORM TO 2015 IBC 2ND PRINTING * NYS RESIDENTIAL BUILDING CODE SUPPLEMENT, OR GREATER FLOOR SYSTEMS: CHAPTER 5: R501 - R507.5. 1 WALL SYSTEMS: CHAPTER G: RGO I - RG 10. 10. 1 ROOF 5Y5TEM5: CHAPTER 8 * 9: R80 I - R(507. I , 890 I - 909.3 ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE ACO PRESSURE TREATED AS TESTED BY ASTM. AT THE TOP OF FOUNDATION WALLS, CONTRACTOR SHALL INSTALL "SILL SEAL" CONTINUOUSLY, AND COPPER COATED TERMITE SHIELD BEFORE INSTALLATION OF PRESSURED TREATED WOOD SILLS. ALL METAL FASTENERS TO BE STAMPED WITH BLUE "Z" MAX CORROSION PROTECTION. STRUCTURAL LUMBER SHALL MEET OR.EXCEED THE FOLLOWING Fb = 1 , 000 Psi, I .GW X 106 DOUGLAS FIR NO. #2 OR BETTER. FEGNO R ALL 5UBFLOORING AS DESIGNATED SHALL BE SCREW FASTENED AND GLUED (CONSTRUCTION ADHESIVE) �W . E 1005 HARBOR LN. DATE: 2 �p 2 O �` ` s CUTCHOGU E, NY MICRO LAM HEADERS AS PER PLANS. ( M.L. INDICATES MICRO LAM HEADERS) 2.Ox I O6 E - OTHER LAMINATE TYPE HEADER5 SHALL NOT BE USED UNLE55 OTHERWISE �� NOTED. GENERAL NOTES m jparchitecture.com site i?-.�rrmJallarchl�' mail. om—email 631-751-3870 pR, MICHAEL JAMES PALLADINO ARCHITECT P.C. ARCHITECTURE o INTERIORS ?OF 6