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` TOWN OF SOUTHOLD FfD(q BUILDING DEPARTMENT TOWN CLERK'S OFFICE oti�ti SOUTHOLD, NY �!1 f bass s . �v2Arrrt� 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#: 45194 Date: 9/11/2020 Permission is hereby granted to: Peix, J Douglas & Paoli,.Robert 227 E 57th St Apt 3A New York, NY 10022 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 4445-Hallock Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 112.-1-3.1 . Pursuant to application dated 7/9/2020 and approved by the Building Inspector. To expire on 3/13/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $547.60 CO -ADDITION TO DWELLING $50.00 Total: $597.60 i din or Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT C TOWN HALL 765-1802 �J1 APPLICATION FOR CERTIFICATE OF OCCUPANCY S E P 9 2020 This application must be filled in by typewriter or ink and submitted to the Building Departri Ht-iRiDt,iIt oioiwing: A. For new building or new use: I. 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. � SGPt'. ZOZD r4ddWr;*L fo atic 'emsnBlding: New Construction: �0 Old or Pre-existin (check one) Location of Property: 414%% "41100k WA4A /44ot#1/0t.* House No. Street Hamlet Owner or Owners of Property: J.0mitim &J;�e � Jt��CtD�i Suffolk County Tax Map No 1000, Section //2 Block / Lot Subdivision Filed Map. Lot: Permit No. q__Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certlficate Final Certificate: ✓� (check one) Fee Submitted: $ U�IrJ\ Ap lican Signature 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) 765-18023u •r`•• h' > `•+ >; :' y�' e'''g Planning Board approval FAX:1(631) 765-9502 Survey Southoldtownny.gov e'I'ERN4ITS'NO'r" `L'' Check • Septic Form r` N.Y.S.D.E.C. Trustees C.O.Application Flood Permit _g. Examined ,20 6 Sin 1e'&§e 'crate' g p Truss Identification Form F. •;F•, ;,r``. , •,N �SloPm-Water Assessment Form • Contact: _J.C) t4 J1k,s PeJX Approved ,20 9 b Mail to: 13�X /444 Ek Disapproved ale r. , i V JVY J t e,5 2 A 9 • Phone: (pif(p-.Cp? 3:'•9�:5 Expiration , w Bui ding ' ctor • rA` 4� :iLICATION FOR 14&DING PERMIT 9 2020r: ...e. JUL 71 Date 20O INSTRUCTIONS Bru.,m LTG DEPT. ��,t. Y<;: a. Thitap,.plication:>M.UfS'l�Te�riplete'y"tillerd in by typewriter or in ink and�'sufmiitfedfct h"6.' t1 18ing 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-op 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 f ist��s aett�fae of occupancy „ ^kf Ewer;build g permit shall expSire tf the, Qrk authorized has not commenced wlthunyl2�months after the date of htr .,. .Y�ti r-.., 'issuance or has not been completed wttfim�1$ months from'such date. If no zoning amen-men fs or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize;iti`Witing,th6.;dxtbns16n of the permit for an addition six months. Thereafter, a new permit shall be required. 4 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, hdditions,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. I dQnimoil ?9:;)e (Signature of3hlicant or name,if a corporation) .� A.o.Sax 3&5,LOAAel%NY 1194Vg (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder owrt�.�Gy�,GGci 1t� Name of owner of premises J.0& A4.A5 a7K 4 ROl F.7 - A01-1 (As on the tax roll or latest deeo) _ - If applicant is a corporation, signature of duly authorized officer A (Name and title of corporate officer) Builders License No. Iva Plumbers License No. G4_j"9-sE" Electricians(License No. Yam? Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet e i County Tax Map No. 1000 'Section .< ��^2 Block Lot 3.� Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy M5 jA8,At A' 4 5tj VjjW4 A i"(1!A 0 or b. Intended use and occupancy jfrAjdMCA SJNAL& T 406OLi i 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $$S,o" • Fee To be paid on filing this application) 5. If dwelling, number of dwelling units Oqe Number of dwelling units on each floor If garage, number of cars 'tWo tarp ` Ote}t►CL�+tai 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front w a Rear &A Depth 49.5� Height TW,& STM.Y Number of Stories ;nVo Dimensions of same structure with alterations or additions: Front Rear Depth 49.61 Height Tturo 5V Number of'Stories hWo � l 8. Dimensions of entire new construction: Front �3. Rear 3: Depth 49:5 Height 29.•�` Number of Stories— o h 9. `Size of lot: Front I25 Rear Depth "5.90 10. Date of Purchase C0plr x.I9 11 ry 1 99•2Name of Former Owner . 11. Zone or use district in which premises are situated 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 y/ 14. Names of Owner of premisesJ1.0101-t I&S hit AddresASl9' S(At5 L"&UgPhone No.&46'&43-g888 Name of Architect .1. AddresOPY%444 WlaW& No A 414(P•gi`!�'�{-�j� Name of Contractor ywt 4td'iE'eA Address Phone No. 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 {/ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey.,�.to scale, with accurat&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. Are•there arty with'r4spect to this property? * YES NO IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY Of;) e—A Y- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the O!N�%r T (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work wil I be performed in the manner set forth in the application filed therewith. Sworryto before me this day of 4 20,'�'_ �,:..,•,. J //r Notary Public CZARBARA H. TANDY t691� ture o Applicant Notary Public, State Of New York No. 01 TA6086001 Qualified In Suffolk County Commission Expires 01/13/20 c23 STUDIO M A R C H E T T I 20 August 2020 Southold Building Department P.O. Box 1179 Southold, New York 11971 4445 Hallock Lane Mattituck, New York 11952 Suff. Co.Tax Map: 1000, 112 ,1, 3.1 To whom it may concern: This letter is to certify that the existing septic system of the above property is in adequate condition and it is capable of supporting a 3 bedroom house. Sincerely, 3 C Steven J. Marchetti 1!/w cc. Mr.J. Douglas Peix One Union Square West • Suite 511 New York, NY 10003 212-675-1555 www.studiomarchettinyc.com s, Scott A. Russell 01 STOR IAWA\TE K SUPERVISOR - AMIA NA\GIEMLENT SOUTHOLD TOWN HALL-P.O.Box 1179 �t 53095 Main Road-SOUTHOLD,NEW YORIC 11971 y0 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT EC T INVOLVE ANY OF THE FOLLOWING: OWING: Yes No (CHECK ALL THAT APPLY ❑aA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. El BOB. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[r]' C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[D D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑0 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑[ff F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Age 1.nt,Contractor,Other) S.C.T.M. #: 1000 Date: JuN 6 District 3'vA/�w NAME: �d� S �X I�2 at 3.1 ff�20 IPnnl) n Section Block Lot 4 afar .k'K.k.R FOR BUILDING DEPARTMENT USE C)NLY 'y*'` �. Contact Information: 01f 6 • &Wa - 9es(j V Crelepbone Number) - - — — — — — — — — — — — — — — — — Reviewed By: Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — '41#W 45 EfALLOCK LAM0 ❑ Approved for processing Building Permit. Stormwater Management Control Plan Not Required. I MR rETUGK .MY 1'✓QZ'� ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 OF Fat Town Hall Annex w� OGy Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 �2_ -- Y't197T0 —— B U I LD I N6=PEEP ART-1411E-f�iT NOTICE OF UTILIZATION OF TRUS:S'TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION ANlb'/dQR TIMBER CONSTRUCTION Data:, -.'jjD J(ANE ZDo•a Owner: ?V 1Y -t- PA M- Locatiob of Propegy. :. .�44 Or H- AL1.0Z1K {�-AWC ;MATTI"ru Pleese.'take notice that th"ecKTPlt aie fir e): a , New commercior� '8;5icefttt structure.. •: ire'» `• w .. - .. .• '., � '. jr,. ✓ Addition to 0ltcomm4ttalrar residential structure " ikohabilitatidrr lo`, rYexisttt g gmmercial or residential Structure to be construe ed`ar pet'i'6fted'rat the sul�jdffo'operty referenbe st ove will'ufi.[�ze (check applicablb i,h6)" Truss tj 4%onstruction (TT) Pre-engine, VQad.-construction (PW) ✓' Timber construtktiQ ;dT .. yy in the following location(s) (check �� Iica6leaie)•. PVV Floor framing, including girders and beams (F) TG Roof framing (R), Floor and roof framing (FR) Signature: Name (person submitting this form): J • 001A C-'t tr a 5 1' I SC Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE WHITE REFLECTIVE RED PANTONE #187 - f • f STROKE The construction type designation shall be S' 661777 ccllef1 661I15 YI qV"or ccV» to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL section 602 of the BCNYS COMPONENTS. THAT ARE OF TRUSS TYRE CONSTRUCTION ■ LLF» FLOOR FRAMING,-INCLUDING ■ ■ GIRDERS AND BEAMS c61157 ROOF FRAMING 611711" FLOOR AND ROOF FRAMING STANDARDS AND CODES r "IspFFO(�cO ��� Gy JUDITH T.TERRY Town Hall, 53095 Main Road ' TOWN CLERK CSS P.O.Box 1179 u_ Southold,New York 11971 REGISTRAR.OF VITAL STATISTICS tp • �� Fax(516)765-1823 MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER Telephone(516)765-1800 FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISPOSAL PERMIT CONSTRUCTION OR ALTERATION PERMIT SEPTIC TANK or CESSPOOL Permit No. 1417 R Residential X Non-Residential Fee $ 10.00 Septic X - Cesspool - PERMIT ISSUED TO: Name : BLUE SPRUCE BUILDING Address 1: 275 BALDWIN PLACE City St Zip CUTCHOGUE NY 11935 Descripton of Proposed Construction or Alteration NEW SYSTEM FOR HOUSE WHICH WAS RELOCATED. APPROVED AS SUBMITTED. MAINTAIN REQUIRED SETBACKS FROM ADJACENT WELLS, BUILDINGS, PROPERTY LINES AND WATER BODIES. EXCAVATION INSPECTION. REQUIRED. Name Of Owner PEIX, J. DOUGLAS ------------------------------ Mailing Address 1 208 FIFTH AVENUE ------------------------------ ------------------------------ City St Zip NEW YORK NY 10010 -------------------- -- ---------- Property Address 1 HALLOCK LANDING ROAD ------------------------------ ------------------------------ City St Zip LAUREL NY 11948 -------------------- -- ---------- Tax Map No. section 112.00 block 1 lot 3.001 Cross Street SOUND AVENUE ------------------------------ Building Permit Number Cross Reference: ---------------------------------- Issue Date: 11/21/95 Judith T. Terry -------- Southold Town Clerk (TOWN SEAL) /1/ /7 G JUDrM T.TERRY �� y� Town Hall,53095 Main Road TOWN CLERK y x P.O.Box 1179 Southold,New York 11971 REGISTRAR OF VITAL STATISTICS • Fax(516)765-1823 MARRIAGE OFFICER ��� ��� Telephone(516) 765-1800 RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Building Department FROM: Linda Cooper, Southold Town Clerk's Office DATED: November 14, 1995 Transmitted herewith is a copy of application No. A1471 for an ALTERATION PERMIT for a cesspool or septic system submitted by J. Douglas Peix Please review the application and location map and advise if this office may issue the permit. Please complete the form below and return it to this office. Thank you. _ Linda J. Cooper 1 have reviewed the application and location map of the project listed above and make the following recommendation: APPROVE - y DISAPPROVE - COMMENTS: Maintain required setbacks from adjacent wells, ,.buildings, property lines and water bodies. EXCAVATION INSPECTION ' REQUIRED. 5ignatur /X- � X Z6 Da te OFFICE OF TIiE TOWN CLERK Ff�� Town of Southold ' �//ua,�, `� Judith T. Terry, Town Clerk �� Application No. �I-7l. Town Hall, '53095 Main Road Construction P. 0.- Box 1179 v Alteration ' Southold, New York 11971 Ac Telephone $10.00"-Residential (516) 765-1801 �`'� $25•.00 -Non-Residential TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISPOSAL DISTRICT APPLICATION for CONSTRUCTION or ALTERATION PERMIT SEPTIC TANK or CESSPOOL Permit No. Fee $ DATE November 6 1995 APPLICANT NAME: J. Douglas •Peix APPLICANT ADDRESS;' 208 ; h Ave N w York NY 10010 SEPT I C_x___,CESSPOO Lam_ DESCRIPTION OF PROPOSED CONSTRUCTION OR ALTERATION Existing house was moved- ap-prox 200 ft (permit *226929.) New eeptie system needs to be .installed closer to house. " LOCATION MAP: Must be attached hereto before permit may be issued. LOCATION OF PROPOSED CONSTRUCTION OR ALTERATION: OWNER OF PROPERTY: J Douglas P -ix OWNER MAILING ADDRESS: Blue Spruce Bui+ldrng 275 Baldwin Place rui-ohngue MY 1 1 QRri OWNER PROPERTY ADDRESS: uaI Ir,,k T.R idi ng rnad Tali roI TELEPHONE NUMBER OF CONTACT PERSON: (516) 734-7327 TAX MAP NO.: Section 112 Block 1 Lot g,1 CROSS STREET: Sound Ave BUILDING PERMIT NUMBER CROSS REFERENCE: #22692Z "Signature of Applicant // !/it'(�l10 RECEIVED BY: !�� pie �/+�ycL tnr�G,ln�'� own"_ _erk's ice l� N / DATE' -- nc• {•-_♦ r APPROX. TOP OF BLUFF AS DETERMINED BY YOUNG & YOUNG ON NOV. 18,1994 VOOD WALK - ♦ 1�S'b � i fey G l l - I � " t\ •l ♦ It'll ,f ` OG `E O • tt fi N 1 1 STORY tt � -FRAME COTTAGE l tt I !. CDC PAT10 s Q 2 STORY I n FRAME HOUSE 6 61 .q 28 6 l`1 yl1 N ,jam i V ! i Q• i �Oy N ZZ- co _ 85 �. f Q�i t APPROX. LOCATION 10 OF SANITARY SYSTEM a oo i • APPROX. tt LOCATION 01 OF WELL Q0 � ISLA�� wP�R LON soulm MEP SURVEY OF PROPERTY A T MA TTIT UCK TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. MEAN HIGH WATER 1000 112-01-31 SCALE 1'=30$ APRIL 8, 2014 MAY 14, 2014 (Revisions) SEPTEMBER 13, 2016 (POOL LOCATION) NOVEMBER 3, 2016 (CONC. SLAB LOCA TTON) B°RoM °F BLv� AUGUST 6, 2019 (CEHL) j C. W °� BLUFF O TOP O,p ° O G ':� 11-03-2016 G 0100 pk \ CEHL FROM COASTAL EROSION HAZARD AREA MAP PHOTO NO. 59-529-83 x\To�� Pip x \GPRpO1 6 O 32• P (� SSE�. g 0� KE ?3 KE e 1 MEN 6. eT \x 7- pEtd�t` i -� y 3�9 Got PA. \ tp �-� y; PQpFtOI�oM o � Q P� � 90 ;\ o ??� - j� rt Q9� ON '\ G�� P\ ( \ G o\ " COID SF,ED \ EQUIPMENT wu :\ 5- o \ \ N � \ 42.0 o CONCRETE SLAB 42.0' l VpQ56pGK� BOG► 511 \ �o ,\ imp,. p N ,\ 335 m �REs �25 DO O�RNEAO VE pP`j0"�'Ovr10 PAN ��.� � 3�M� F �p,'� LL of rsE v p er , R\ONE 0 PM\O ES �\r,�` -r0 / 2 ® = STAKE SET NPRgES ® = MONUMENT ANY ALTERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON S. LIC. NO. 49618 OF SEC71ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. p�♦ SQ. f 1�-}- PECON/C -SURVEYORS, P.C.` EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77f7CAT10NS AREA-84 (631) 765-5020 FAX (631) 765-1797 ,� , HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR TO TIE LINE 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 06-131 F DOUGLAS PEIX ❑ , A R C H I T E C T ""� 4 September 2020 Southold Building Department Ms.Amanda Nunemaker P.O. Box 1179 Southold, New York 11971 Amanda.Nunemaker@town.southold.ny.us � D DD � D4, 445 SEP S 2020 Hallock Lane, Mattituck, New York 11952 T`tl'IJTI T 4 34 °jf -fl.q.�'IIYJ� Dear Amanda: In response to your review of my application for a Building Permit, I enclose; 1. A revised set of plans (W-0,W-1,W-2,W-3 and W-4). a. These reflect a reduction from 2 to 1 bedroom. b. A conventional attic with hatch access. c. A smaller addition. 2. A revised set of structural plans (S-1, S-2 and S-3) consistent with the more modest addition, prepared by Condon Engineering. 3. A letter from a New York State Architect certifying that the present septic system is capable of supporting a 3 bedroom house. 4. A REScheck energy check based on 2018 IECC prepared by John Condon, Engineer. S. Application for Certificate of Occupancy. I believe that together with other information submitted previously,this should be all that you need. Please be in touch to verify that you have all of the documentation. I assume that determination of the fee(s) due will be prepared by your department. I expect that you will not release a Permit until the fees have been paid. Sincerely yours, X J. Dougl eix DOUGPEIX.COM 646.643.9688 INFO@DOUGPEIX.COM P.O.BOX 1444 MATTITUCK NEW YORK 11952 4JJ•'1 i: L Peix HVAC Load Calculations for Doug Peix 4445 Hallock Lane Mattituck, New York I RX14VA R�lail�$At''iTAL. T-IVAC LoADs Prepared By: Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, New York 11952 631-298-1986 Sunday, October 13,2019 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. •Rhvac=Residential&Light Commercial HVAC Loads . Elite Software Development,Inc. �Gondon Engineering ', Peix . .. ,Mattituck,NY.1.1952 Pa e 2 Project Report General Pro e'ct'Inforrnatiorr a Project Title: Peix Designed By: John J. Condon, P.E. Project Date: October 13, 2019 Client Name: Doug Peix Client Address: 4445 Hallock Lane Client City: Mattituck, New York Company Name: Condon Engineering, P.C. Company Address: 1755 Sigsbee Road Company City: Mattituck, New York 11952 Company Phone: 631-298-1986 Reference City: Suffolk County, New York Building Orientation: House faces South Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a 309/6 70 25.24 Summer: 83 71 56% 50% 75 30 Check Fi ures'� ° Total Building Supply CFM: 1,600 CFM Per Square ft.: 1.736 Square ft. of Room Area: 922 Square ft. Per Ton: 669 Volume(ft3): 12,008 Building°Loatls� r y 5 '. Total Heating Required Including Ventilation Air: 30,004 Btuh 30.004 MBH Total Sensible Gain: 12,496 Btuh 76 % Total Latent Gain: 4,036 Btuh 24 % Total Cooling Required Including Ventilation Air: 16,532 Btuh 1.38 Tons (Based On Sensible+ Latent) Noyes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\Owner\Favorites\Manual J, D, and S\Peix\Copy of Hawkins.rh9 Sunday, October 13, 2019, 2:03 PM Rhvac Residential&Light Commercial HVAC Loads , Elite Software Development,Inc. Condon Engineenng Pew Mattituck,NY 11952 Pa a 3, -Miscellaneous Report System'1"System#1 , Outdoor ` ®utdoo�r Outdoor ' Indoor Indoor' ' Grams t r D ,Bulb�;,,Wet,Bulb" -,ReIH;urn:� ReLHum Dry B.ulb�,Djffe e ce r 1.._. Winter: 10 9 80% 30% 70 25.24 Summer: 83 71 56% 50% 75 30.17 Duch°Sizing °Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00030 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 700 ft./min 600 ft./min Maximum Velocity: 900 ft./min 900 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 10 in. 0 in. Winter Summer Infiltration Specified: 0.450 AC/hr 0.230 AC/hr --- ------ -90 CFM --- 46 CFM — ------- - — Infiltration Actual: 0.495 AC/hr 0.309 AC/hr Above Grade Volume: X 12,008 Cu.ft. X 12,008 Cu.ft. 5,944 Cu.ft./hr 3,709 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 99 CFM 62 CFM Total Building Ventilation: 58 CFM 58 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.450 AC/hr(90 CFM), Construction:Average, Fireplaces: 1, 0 CFM, Average Summer Infiltration Specified: 0.230 AC/hr(46 CFM), Construction:Average 0uct5Load.FactorScenariosforwS � a _< ' Attic Duct Duct Suiface F horn` pew ®escnptton, � Location . =Y, Ceilin Leakage } Insulation 1 Supply Main Basement - 0.09 8 324 No 1 Return Main Basement - 0.15 6 180 No C:\Users\Owner\Favorites\Manual J, D, and S\Peix\Copy of Hawkins.rh9 Sunday, October 13, 2019, 2:03 PM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc Condon Engineering Peix Mattituck, NY',11952 Racle 4'; -Load Preview Report Net ttz i Sen Lat Net Sen H� IDIC g � Duct Scope Ton fron Area Gain Gain Gain Loss CFM CFM CAM S� Building 1.38' 669 922' 12,496t 4,036; 16,532i 30,004; 1,600: 1,600 1,600; System 1 1.38 669 922 12,496, 4,036' 16,532 30,__ - 1,600�1- 1,600 28x10 Vermlafion 506, 1,180 1,686' 3,795' Supply Duct Latent 15V 151 ReturnDuct 0 440 440 w Humidification 2,529 zone 1 922 11,990 2265 14255' 23,135 1,69_ 11M 1,600. 28x10 1-Office 6 1, 28 1' 1 m_ 217' 2-5 2-Closet#10 - - 2163' 885;2 235: 61 -22 1-4 3-Alcove#11 91 973' 48 1,021 11144, 79 0 130 2-4 4Storage#12 W 379 133 512; 1,720 119'M 51, 1-4 5-Bedroom#4 189 2,450' 672 3,122 41111 284 MM 327 3-5 6-Closet#5 38 111 85r 1961 932' 64m 15� 1-4 7-Nook#6 60 491 55; 546 1,068' 741, 65 1-4 8-Bath#7 56 195, 51' _ 246 724, 50 26 1-4 10-HailAndAtticAbove 119, 3,035. 280 3,3 5 8,041, 556 I 05 1-5 9-Laundry#8 MI 405 4-5 11-Small Bedroom#3 95 1,804' 502 2,306' 1,993 138' 2.41 3-5 12-Closet#2 20 43 - -27 -70,- 309 21'= 6 1-4 C:\Users\Owner\Favorites\Manual J, D, and S\Peix\Copy of Hawkins.rh9 Sunday, October 13, 2019, 2:03 PM �Rhvac Residential&Light Commercial HVAC Loads {z, ,Elite Software"Development,Inc Concon Engineenn9 Mattituck, Pa eC Duct Size Preview Room or Minimum Mabmum Rough. Design SP Duct Duct Htg Clg Act Duct Duct Name Source Velocity Velocity Factor U100 Loss Vebcty Length Flow Flow Flow Siae System 1 - SuppN Runouts Zone 1 1, 1-Office Built-in 600. 900 0.01 0.11 7962 97® 217 2-5 2-Closet#10 Built-In 600, 9w, 0.01; 0.1 249.6; 61;® 22; 1-4 3-Alcove#11 Built-in 600, 900 0.01 0.1, 744' 79'® 130. - -2-4 4-Sbrage#12 Bulltln 600' 900, 0.01 0.1' 5792' 119® 51 1-4 6-Closet#5 Built-in 600' 900 0.01 0.1 169.7` - - - 64® 327 3-4 5-Bedroom#4 Built-in 600 900; 0.01 0.1 799.11 284, - ® _ 15,_ _ 1� 7-Nook#6 Built-in 6001 900 0.01; 0.1: 750.5 74 65, 1-4 8-Bath#7 Built-in - 600F 900' 0.01' 0.1 298.6' 50'� 26 1-4 9-Laundry#8 Builtln 600• 900, 0.01 0.1 703.8. 56I® 96 1-5 10•HallAndAt6cAbove Built-In 600 900 0.01 0.1. 742.7' 556'® 405 4-5 11 Small Bedroom#3 Built-in 600 900 0.01, 0.11 588.61 138® 241 3-5 - - - - - - 12-Closet#2 Builtln 600' 900' 0.01 0.1 - 65.3,- _ - --21+'® 61 1-4 OtherDucts in System 1 Supply Main Trunk Built-in 700, 900; 0.0001 0.1' 822.9' 1,600 1,600. 28x10 Summary System 1 Heating Flow: 16600 - Cooling Flow: - - 1600 - - - - - - ---- -- -- - - - - ---- C:\Users\Owner\Favorites\Manual J, D, and S\Peix\Copy of Hawkins.rh9 Sunday, October 13, 2019, 2:03 PM `Rhvac-Residential&Light;Commercial HVAC.Loads Elite Software Development,Inc.' Peix.'. ,Condon Engineering Mattituck, NY 11952 Pa a 6: Total Building Summa Loads Component , �4rea Sen Laf Sen Total Deription , „,;.�# Quan L-oss . Gain. Gain Gamy U =.34: Glazing-U=.34, SHGC=.3, U-value 0.34, SHGC 58 1,188 0 897 897 0.3 U=.35: Glazing-U=.35, SHGC=.4, U-value 0.35, SHGC 21 441 0 851 851 0.4 U=.32 SHGC= .32: Glazing-U=.32 SHGC= .32, U-value 113.5 2,180 0 1,156 1,156 0.32, SHGC 0.32 U=.33, SHGC=.27: Glazing-U=.33, SHGC=.27, U-value 19.2 381 0 151 151 0.33, SHGC 0.27 U=.42, SHGC=.25: Glazing-Skylight, U=.42, SHGC=.25, 18 454 0 1,042 1,042 horizontal, U-value 0.42, SHGC 0.25 Wall- R-21: Wall-Frame, Custom, HERS Wall R21, U- 1396.5 4,022 0 509 509 value 0.048 Wall-R-21: Wall- 105 371 0 114 114 Wall- R-21: Wall- 140 4,032 0 1,310 1,310 R-49: Roof/Ceiling-Under Attic with Insulation on Attic 622 745 0 535 535 Floor(also use for Knee Walls and Partition Ceilings), Custom, R-49, U-value 0.02 19A-19p: Floor-Over enclosed crawl space, No insulation 281.5 649 0 86 86 on exposed,walls, sealed or vented space, passive, R-19 blanket, U-value 0.049 Subtotals for structure: 14,463 0 6,651 6,651 People: 5 1,000 1,150 2,150 Equipment: 0 2,894 2,894 Lighting: 0 0 0 Ductwork: 2,695 591 538 1,130 Infiltration: Winter CFM: 99, Summer CFM: 62 6,523 1,265 543 1,808 Ventilation: Winter CFM: 58, Summer CFM: 58 3,795 1,180 506 1,686 Exhaust: Winter CFM: 99, Summer CFM: 99 Humidification (Winter)6.90 gal/day : 2,529 0 0 0 AED Excursion: 0 0 213 213 Total Building Load Totals: 30,004 4,036 12,496 16,532 'Oheyck Fi' "ores Total Building Supply CFM: 1,600 CFM Per Square ft.: 1.736 Square ft. of Room Area: 922 Square ft. Per Ton: 669 Volume (W): 12,008 Bu( M Loads Total Heating Required Including Ventilation Air: 30,004 Btuh 30.004 MBH Total Sensible Gain: 12,496 Btuh 76 % Total Latent Gain: 4,036 Btuh 24 % Total Cooling Required Including Ventilation Air: 16,532 Btuh 1.38 Tons(Based On Sensible+ Latent) Notes " a. Y r< /#*a`,�+. e#� 6 v .. .. .. r k ,, rn...,�,,. ,;. .. .. Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\Owner\Favorites\Manual J, D, and S\Peix\Copy of Hawkins.rh9 Sunday, October 13, 2019, 2:03 PM 1d1106 Residential&Light Commercial HVAC Loads Elite SoftwareDevelopment,Inc:. ondon Engineering Peix attituck, NY 11952 Pa a 7 System 1 System#1 Summary Loads Componemt '' • `' Area Sen' Laf Sen Total' ®escription Quan Loss Gain Gain Gain; U =.34: Glazing-U=.34, SHGC=.3, U-value 0.34, SHGC 58 1,188 0 897 897 0.3 U=.35: Glazing-U=.35, SHGC=.4, U-value 0.35, SHGC 21 441 0 851 851 0.4 U=.32 SHGC= .32: Glazing-U=.32 SHGC= .32, U-value 113.5 2,180 0 1,156 1,156 0.32, SHGC 0.32 U=.33, SHGC=.27: Glazing-U=.33, SHGC=.27, U-value 19.2 381 0 151 151 0.33, SHGC 0.27 U=.42, SHGC=.25: Glazing-Skylight, U=.42, SHGC=.25, 18 454 0 1,042 1,042 horizontal, U-value 0.42, SHGC 0.25 Wall - R-21: Wall-Frame, Custom, HERS Wall R21, U- 1396.5 4,022 0 509 509 value 0.048 Wall - R-21: Wall- 105 371 0 114 114 Wall -R-21: Wall- 140 4,032 0 1,310 1,310 R-49: Roof/Ceiling-Under Attic with Insulation on Attic 622 745 0 535 535 Floor(also use for Knee Walls and Partition Ceilings), Custom, R49, U-value 0.02 19A-19p: Floor-Over enclosed crawl space, No insulation 281.5 649 0 86 86 on exposed walls, sealed or vented space, passive, R-19 blanket, U-value 0.049 Subtotals for structure: 14,463 0 6,651 61651 People: 5 1,000 1,150 2,150 Equipment: 0 2,894 2,894 Lighting: 0 0 0 Ductwork: 2,695 591 538 1,130 Infiltration: Winter CFM: 99, Summer CFM: 62 6,523 1,265 543 1,808 Ventilation: Winter CFM: 58, Summer CFM: 58 3,795 1,180 506 1,686 Exhaust: Winter CFM: 99, Summer CFM: 99 Humidification (Winter) 6.90 gal/day: 2,529 0 0 0 AED Excursion: 0 0 213 213 System 1 System#1 Load Totals: 30,004 4,036 12,496 16,532 Check Figures 5 ' Supply CFM: 1,600 CFM Per Square ft.: 1.736 Square ft. of Room Area: 922 Square ft. Per Ton: 669 Volume (ft'): 12,008 System Loadds Total Heating Required Including Ventilation Air: 30,004 Btuh 30.004 MBH Total Sensible Gain: 12,496 Btuh 76 % Total Latent Gain: 4,036 Btuh 24 % Total Cooling Required Including Ventilation Air: 16,532 Btuh 1.38 Tons (Based On Sensible+ Latent) r r a Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\Owner\Favorites\Manual J, D, and S\Peix\Copy of Hawkins.rh9 Sunday, October 13, 2019, 2:03 PM Rhvac Residential&Light Commercial HVAC Loads . Elite Software Development,Inc.` Condon Engineering,? Pei.x Mattituck,NY 11952., Pa a 8-, Equi.ment-Data - System 1 - System#1 Cooling System Type: Air Source Heat Pump Outdoor Model: 25HNH536A*031* Indoor Model: FE4ANF002L+UI Tradename: INFINITY 15 HP- HIGH HSPF Outdoor Manufacturer: CARRIER Description: Air Source Heat Pump AHRI Reference No.: 9161759 Nominal Capacity: 32,800 Adjusted Capacity: 48390 Adjusted Sensible Capacity: 37150 Adjusted Latent Capacity: 11240 Efficiency: 14 SEER, 11 EER Heating System Type: Air Source Heat Pump Model: 25HNH536A*031* Tradename: INFINITY 15 HP-HIGH HSPF Manufacturer: CARRIER Description: Air Source Heat Pump Capacity: 34,800 Efficiency: 8.5 HSPF This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71F, WODB: 10F, SIDB: 75F, SIRH: 50%,WIDB: 70F, Sen. gain: 12,496 Btuh, Lat. gain: 4,036 Btuh, Sen. loss: 30,004 Btuh, Entering clg. coil DB: 75.3F, Entering clg. coil WB: 62.8F, Entering htg. coil DB: 67.5F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 546 CFM, Req. htg. airflow: 334 CFM C:\Users\Owner\Favorites\Manual J, D, and S\Peix\Copy of Hawkins.rh9 Sunday, October 13, 2019, 2:03 PM . . 9i 9 Ithvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enineenn - ;Peix Mattituck,NY 11952 t. Fa e 9 !Manual S.Performance Data - System 1 - System#1 SLoa.•ds;and Desi�n Conditions.: t Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 12,496 Outdoor Wet Bulb: 71 Latent Gain: 4,036 Indoor Dry Bulb: 75 Total Gain: 16,532 Indoor RH: 50 Load SHR: 0.76 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 30,004 Indoor Dry Bulb: 70 Entering Dry Bulb: 67.5 Indoor RH: 30 Supply Airflow: 1,600 Equpment«Perforrnance®ata,at S,rstem ®esi n,Condifions. This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Air Source Heat Pump, Model: 25HNH536A*031*+FE4ANF002L+UI, Nominal Capacity: 32,800,, Manufacturer: CARRIER Interpolation Results: Percent Load of Load Sensible Capacity: 37,150 12,496 297% Latent Capacity: 11,240 4,036 278% Total Capacity: 48,390 16,532 293% Heating: Model Type:Air Source Heat Pump, Model: 25HNH536A*031*, Nominal Capacity: 34,800, Manufacturer: CARRIER Results: Percent Load of Load Heating Capacity: 34,800 30,004 116% C:\Users\Owner\Favorites\Manual J, D, and S\Peix\Copy of Hawkins.rh9 Sunday, October 13, 2019, 2:03 PM Rhvac Residential&,Light Commercial HVAC Loads Elite Software Development,Inc.` Condon Engineering Peix Mattituck, NY 11952 Pa ej10., Detailed Room Loads- Room, I - Office (Average. Load Procedure) :`, N - 4 ' �.t �_�� `v�s� .�}.� ... _ � Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 8.0 ft. System Number: 1 Room Width: 9.5 ft. Zone Number: 1 Area: 76.0 sq.ft. Supply Air: 217 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 17.1 AC/hr Volume: 760 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 3 CFM Runout Air: 109 CFM Percent of Supply.: 2 % Runout Duct Size: 5 in. Actual Summer Vent.: 8 CFM Runout Air Velocity: 796 ft./min. Percent of Supply: 4 % Runout Air Velocity: 796 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.517 in.wg./100 ft. Actual Summer Infil.: 4 CFM 1;1ltem: Areah � ," HIi tg Send '�Sen, Wwr41'n '$ 8� . � r uk, u�antityz a uet, .'HT fi $"�� TIVIr _ �aGain" Gain Descn tion%, N, Q V � p �M y.= �., lossr. u. , H 1 E-Wall-Wall- R-21 2.5 X 10 25 0.048 2.9 72 0.3 0 7 N -Wall-Wall -R-21 9.5 X 10 76.2 0.048 2.9 220 0.3 0 21 N -GIs-U =.34 shgc-0.3 100%S (3) 18.8 0.340 20.4 384 8.5 0 159 Floor-19A-19p 9.5 X 8 76 0.049 2.3 175 0.3 0 23 Subtotals for Structure: 851 0 210 Infil.: Win.: 6.4, Sum.: 4.0 120 3.517 422 0.292 82 35 Ductwork: 130 73 AED Excursion: 29 People: 200 Iat/per, 230 sen/per: 1 200 230 Equipment: 0 1,050 Room Totals: 1,403 282 1,627 Equipment.C.00lin ri � 1 - fib" Y :.zr'rr '{'�" S*'H, r n q ✓Ap �+ rf ��� � :> t Output Output Avg. Pct Sens ,, Lat, Btuh- 1536 0 35 100 538 0 Laser printer 512 0 100 100 512 0 Total 1050 0 C:\Users\Owner\Favorites\Manual J, D, and S\Peix\Copy of Hawkins.rh9 Sunday, October 13, 2019, 2:04 PM Rhuac-Residential&Light Commercial HVAC Loads Elite Software Development;,Inc. Condon Engineering Peix' wttituck,NY_11952 Pa a 11 Detailed Room Loads - Room 2 - Closet #10 (Average Load Procedure) µ General ��� d •:�4 �� . � ,�� �..-��.. e.`" Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 6.0 ft. System Number: 1 Room Width: 4.5 ft. Zone Number: 1 Area: 27.0 sq.ft. Supply Air: 22 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 4.8 AC/hr Volume: 270 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 22 CFM Percent of Supply.: 10 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 250 ft./min. Percent of Supply: 4 % Runout Air Velocity: 250 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.072 in.wg./100 ft. Actual Summer Infil.: 4 CFM Description , x- Quantity s, ,r.V.alue HTM Loss HTM Ga G n4 N -Wall-Wall - R-21 4.5 X 10 45 0.059 3.5 159 1.0 0 45 W-Wall-Wall- R-21 6 X 10 60 0.059 3.5 212 1.2 0 69 Floor-19A-19p 4.5 X 6 27 0.049 2.3 62 0.3 0 8 Subtotals for Structure: 433 0 122 Infil.: Win.: 5.6, Sum.: 3.5 105 3.524 370 0.295 72 31 Ductwork: 82 7 AED Excursion: 3 Room Totals: 885 72 163 C:\Users\Owner\Favorites\Manual J, D, and S\Peix\Copy of Hawkins.rh9 Sunday, October 13, 2019, 2:04 PM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Peix Mattituck,NY 11952 Pa a 12, ' Detailed Room Loads - Room'3 Alcove#ll (Average Load Procedure) Gen'era! Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 7.0 ft. System Number: 1 Room Width: 13.0 ft. Zone Number: 1 Area: 91.0 sq.ft. Supply Air: 130 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 8.6 AC/hr Volume: 910 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 3 CFM Runout Air: 65 CFM Percent of Supply.: 2 % Runout Duct Size: 4 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 744 ft./min. Percent of Supply: 4, % Runout Air Velocity: 744 ft./min. Actual Winter Infil.:' 4 CFM Actual Loss: 0.619 in.wg./100 ft. Actual Summer Infil.: 2 CFM Iternf .: °•� Area =U= Htg Sen ClgW"WMa,tj " =Seri` Descnptiom ,, ,, Quanfiity Value HTM. Loss HTM Gain; W-Wall-Wall- R-21 7 X 10 49 0.048 2.9 141 0.3 0 13 W-GIs-U=.35 shgc-0.4 0%S 21 0.350 21.0 441 40.5 0 851 Floor-1 9A-1 9p 13 X 7 91 0.049 2.3 210 0.3 0 28 Subtotals for Structure: 792 0 892 Infil.: Win.: 3.7, Sum.: 2.3 70 3.514 246 0.286 48 20 Ductwork: 106 44 AED Excursion: 17 Room Totals: 1,144 48 973 C:\Users\Owner\Favorites\Manual J, D, and S\Peix\Copy of Hawkins.rh9 Sunday, October 13, 2019, 2:04 PM Rhvac Residential&Light,Commercial HVAC Loads Elite_ Software Development,Inc Condon Engineering , IkIXII vattituck, NY,11952 Pa a 18, Detailed Room Loads - Room 4 Storage #12 (Average Load Procedure) a. �Ge►;eral �.� Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 7.0 ft. System Number: 1 Room Width: 12.5 ft. Zone Number: 1 Area: 87.5 sq.ft. Supply Air: 51 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 3.5 AC/hr Volume: 875 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 4 CFM Runout Air: 51 CFM Percent of Supply.: 8 % Runout Duct Size: 4 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 579 ft./min. Percent of Supply: 4 % Runout Air Velocity: 579 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.377 in.wg./100 ft. Actual Summer Infil.: 7, CFM Area -lJ- Htg Sen Clg Latv..>xSen. Descnption Qwamtit Value HTM Loss HTM in f c. Gain=,_ W-Wall-Wall -R-21 7 X 10 70 0.048 2.9 202 0.9 0 66 S-Wall-Wall-R-21 12.5 X 10 118.8 0.048 2.9 342 0.9 0 111 S-GIs-U =.34 shgc-0.3 0%S 6.2 0.340 20.4 128 15.0 0 94 Floor-1 9A-1 9p 12.5 X 7 87.5 0.049 2.3 202 0.3 0 27 Subtotals for Structure: 874 0 298 Infil.: Win.: 10.4, Sum.: 6.5 195 3.518 686 0.292 133 57 Ductwork: 160 17 AED Excursion: 7 Room Totals: 1,720 133 379 C:\Users\Owner\Favorites\Manual J, D, and S\Peix\Copy of Hawkins.rh9 Sunday, October 13, 2019, 2:04 PM _Rhyac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Peix` Mattituck, NY.11952 Page' 14 Detailed Room Loads - Room 5 - Bedroom #4 (Average Load Procedure) General �:, w Calculation Mode: Htg. &clg.G Occurrences: 1 Room Length: 13.0 ft. System Number: 1 Room Width: 14.5 ft. Zone Number: 1 Area: 188.5 sq.ft. Supply Air: 327 CFM Ceiling Height: 18.5 ft. Supply Air Changes: 5.6 AC/hr Volume: 3,487 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 10 CFM Runout Air: 109 CFM Percent of Supply.: 3 % Runout Duct Size: 5 in. Actual Summer Vent.: 12, CFM Runout Air Velocity: 799 ft./min. Percent of Supply: 4. % Runout Air Velocity: 799 ft./min. Actual Winter Infil.: 21 CFM Actual Loss: 0.521 in.wg./l00 ft. Actual Summer Infil.: 13,',W, N' CFM to ;ems"n :�' 4 Area r v °U Htg=$' Sen Clg Lat cs v',Se ,Descnption ,,r.. Quanfii \/alue: T HTM Loss. HTM. GainN, a .Gam; N -Wall-Wall - R-21 14.5 X 18.5 223.2 0.048 2.9 643 0.3 0 61 W-Wall-Wall- R-21 13 X 10 117.5 0.048 2.9 338 0.3 0 32 W-GIs-U =.34 shgc-0.3 0%S (2) 12.5 0.340 20.4 256 31.0 0 388 N -GIs-U=.32 SHGC= .32 shgc- 45 0.320 19.2 864 8.7 0 393 0.32 100%S(3) UP-Ceil-R-49 13 X 14.5 188.5 0.020 1.2 226 0.9 0 162 Subtotals for Structure: 2,327 0 1,036 Infil.: Win.: 21.3, Sum.: 13.3 398 3.520 1,402 0.294 272 117 Ductwork: 382 110 AED Excursion: 44 People: 200 lat/per, 230 sen/per: 2 400 460 Equi ment: 0 683 Room Totals: 4,111 672 2,450 EgipmenpCoolir`Loatls �� u Output Output Avg. ' Pct Sens. ' Late: Sens. Lat. 6n-Use Used Load Load Item,Nam..;,._ , , _ Bfiuh Btuh ®utput /,Flour . Btuh ,. . ,Btu�fz Color_t_el_evisi_on 68.3 0 100 100 683 0 Total 683 0 C:\Users\Owner\Favorites\Manual J, D, and S\Peix\Copy of Hawkins.rh9 Sunday, October 13, 2019, 2:04 PM Rhvac ;Residential&L_ight Commercial HVAC Loads Elite Software Development,Inc Condon Engineering - Pew Mattituck,,NY; 11952 Pa a 15 Detailed Room Loads Room 6 Closet#5 (Average Load Procedure) ..General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 5.0 ft. System Number: 1 Room Width: 7.5 ft. Zone Number: 1 Area: 37.5 sq.ft. Supply Air: 15 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 2.4 AC/hr Volume: 375 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 15 CFM Percent of Supply.: 16 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 170 ft./min. Percent of Supply: 4 % Runout Air Velocity: 170 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.034 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item M ;. . Area . -U- Htg Sen Clg IlifLrrt s `` Sen'. Descn,ptio-n Quanti Value HTM Loss HTM Gain Gain W-Wall-Wall- R-21 7.5 X 10 75 0.048 2.9 216 0.3 0 21 S-Wall-Wall-R-21 5 X 10 50 0.048 2.9 144 0.3 0 14 UP-Ceil-R-49 5 X 7.5 37.5 0.020 1.2 45 0.9 0 32 Subtotals for Structure: 405 0 67 Infil.: Win.: 6.7, Sum.: 4.2 125 3.520 440 0.296 85 37 Ductwork: 87 5 AED Excursion: 2 Room Totals: 932 85 111 C:\Users\Owner\Favorites\Manual J, D, and S\Peix\Copy of Hawkins.rh9 Sunday, October 13, 2019, 2:04 PM € Rhvac Residential&Light Commercial HVAC Loads Elite Software Development Ir c. i Condon Engineering : Peix`' I'Mia,ffit0ck,,.NY>11952 Pa a 16 s Detailed Room Loads - Room 7 - Nook #6 (Average Load Procedure) Gemeral }4, NEW I Calculation Mode: Htg. &clg. Occurrences: 1 I Room Length: 8.0 ft. System Number: 1 Room Width: 7.5 ft. Zone Number: 1 Area: 60.0 sq.ft. Supply Air: 65 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 6.5 AC/hr Volume: 600 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Runout Air: 65 CFM Percent of Supply.: 4 % Runout Duct Size: 4 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 750 ft./min. Percent of Supply: 4 % Runout Air Velocity: 750 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.630 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item 4w Area _U, Hfg . Sen Clglj� li �5 ® acnption s .. Quantit . Value HTM _ Loss. HTM a'inn.:' S-Wall-Wall- R-21 8 X 10 56.5 0.048 2.9 163 0.3 0 15 S -GIs-U=.32 SHGC= .32 shgc- 23.5 0.320 19.2 452 15.7 0 370 0.32 0%S (2) UP-Ceil-R-49 8 X 7.5 60 0.020 1.2 72 0.9 0 52 Subtotals for Structure: 687 0 437 Infil.: Win.: 4.3, Sum.: 2.7 80 3.525 282 0.288 55 23 Ductwork: 99 22 AED Excursion: 9 Room Totals: 1,068 55 491 C:\Users\Owner\Favorites\Manual J, D, and S\Peix\Copy of Hawkins.rh9 Sunday, October 13, 2019, 2:04 PM Elite Software Development,Inc.,Rhvac Residential&Light Commercial HVAC Loads Condon Engineenng,_ Peix ' r Mattituck,'NY 11952 Page 17, Detailed Room Loads - Room 8 - Bath #7 (Average Load Procedure) General . . f'Z a . Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 7.5 ft. System Number: 1 Room Width: 7.5 ft. Zone Number: 1 Area: 56.3 sq.ft. Supply Air: 26 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 2.8 AC/hr Volume: 563 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 26 CFM Percent of Supply.: 7 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 299 ft./min. Percent of Supply: 4 % Runout Air Velocity: 299 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.103 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item^ s: 2tf "qEa c R + t tion„ ,° Q Value HTM Loss HTM Gain n , Gam,, S-Wall-Wall- R-21 7.5 X 10 68.8 0.048 2.9 198 0.3 '0 19 S-GIs-U =.34 shgc-0.3 0%S 6.2 0.340 20.4 128 15.0 0 94 UP-Ceil-R-49 7.5 X 7.5 56.2 0.020 1.2 67 0.9 0 48 Subtotals for Structure: 393 0 161 Infil.: Win.: 4.0, Sum.: 2.5 75 3.520 264 0.293 51 22 Ductwork: 67 9 AED Excursion: 3 Room Totals: 724 51 195 C:\Users\Owner\Favorites\Manual J, D, and S\Peix\Copy of Hawkins.rh9 Sunday, October 13, 2019, 2:04 PM Rhvac-Residential&Light Commercial H_VAC Loads Elite Software Development,Inc. Condon Engineering Pe-IX 'Mattituck,,NY 11952 Pa e 1 i3 Detailed Room Loads - Room 9 - Laundry #8 (Average Load Procedure) General e Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 8.5 ft. System Number: 1 Room Width: 7.5 ft. Zone Number: 1 Area: 63.8 sq.ft. Supply Air: 96 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 9.0 AC/hr Volume: 638 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 96 CFM Percent of Supply.: 2 % Runout Duct Size: 5 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 704 ft./min. Percent of Supply: 4 % Runout Air Velocity: 704 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.405 in.wg./l00 ft. Actual Summer Infil.: 3 CFM Item Area -U, Htg. Sen Glg Lat . Sen Description Are Value HTK ; Loss," HT M Gain Gain S-Wall-Wall- R-21 8.5 X 10 78.8 0.048 2.9 227 0.3 0 22 S-GIs-U =.34 shgc-0.3 0%S 6.2 0.340 20.4 128 15.0 0 94 UP-Ceil-R-49 8.5 X 7.5 63.8 0.020 1.2 76 0.9 0 55 Subtotals for Structure: 431 0 171 Infil.: Win.: 4.5, Sum.: 2.8 85 3.518 299 0.294 58 25 Ductwork: 75 32 AED Excursion: 13 Equipment: 0 478 Room Totals: 805 58 719 Equipment.Coolin ,Loads: Cont "'Conn Output Output Avg `-; Pctt Seris Lat., Sens Lat In;Use Used Load Load> Item Name Btuh Btuh' Output, %Hour ,;' Bfuh Btuh Vented clothes dryer- 10 percent to space 1707 0 50 50 427 0 Clothes washing machine- 10 percent to space 205 0 50 50 51 0 Total 478 0 C:\Users\Owner\Favorites\Manual J, D, and S\Peix\Copy of Hawkins.rh9 Sunday, October 13, 2019, 2:04 PM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Peix ' .Mattituck, NY 11952 Pa`a,19' Detailed Room Loads - Room 10 - Hall And Attic Above (Average Load Procedure) General '' �' Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 8.5 ft. System Number: 1 Room Width: 14.0 ft. Zone Number: 1 Area: 119.0 sq.ft. Supply Air: 405 CFM Ceiling Height: 20.0 ft. Supply Air Changes: 10.2 AC/hr Volume: 2,380 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 20 CFM Runout Air: 101 CFM Percent of Supply.: 5 % Runout Duct Size: 5 in. Actual Summer Vent.: 15 CFM Runout Air Velocity: 743 ft./min. Percent of Supply: 4 % Runout Air Velocity: 743 ft./min. Actual Winter Infil.: 22 CFM Actual Loss: 0.451 in.wg./100 ft. Actual Summer Infil.: 14 CFM Item Area -U- Htg Sem Clg Lat: sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-Wall - R-21 14 X 10 112.8 0.048 2.9 325 0.3 0 31 S-Wall-Wall -R-21 14 X 10 140 0.480 28.8 4,032 9.4 0 1,310 E-Wall-Wall- R-21 13 X 10 130 0.048 2.9 374 0.3 0 36 N -GIs-U =.34 shgc-0.3 100%S (2) 8 0.340 20.4 164 8.5 0 68 N-GIs-U=.33, SHGC=.27 shgc-0.27 19.2 0.330 .19.8 381 7.8 0 151 100%S UP-Sky-U=.42, SHGC=.25 shgc- 18 0.420 25.2 454 57.9 0 1,042 0.25 (2) UP-Ceil-R-49 8.5 X 14 101 0.020 1.2 121 0.9 0 87 Subtotals for Structure: 5,851 0 2,725 Infil.: Win.: 21.9, Sum.: 13.7 410 3.520 1,443 0.293 280 120 Ductwork: 747 136 AED Excursion: 54 Room Totals: 8,041 280 3,035 C:\Users\Owner\Favorites\Manual J, D, and S\Peix\Copy of Hawkins.rh9 Sunday, October 13, 2019, 2:04 PM Rh- c ,Residential,&,Light Commercial HVAC Loads - Elite Software Development Inc.' Co Peix ntl'on Engineering _ . 1Vlattituck,NY 11952 Pa a 20, Detailed Room Loads - Room 11 - Small Bedroom #3 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 9.5 ft. System Number: 1 Room Width: 10.0 ft. Zone Number: 1 Area: 95.0 sq.ft. Supply Air: 241 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 15.2 AC/hr Volume: 950 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 5 CFM Runout Air: 80 CFM Percent of Supply.: 2 % Runout Duct Size: 5 in. Actual Summer Vent.: 9 CFM Runout Air Velocity: 589 ft./min. Percent of Supply: 4 % Runout Air Velocity: 589 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.284 in.wg./100 ft. Actual Summer Infil.: 5 CFM Area Lat< Sen; Item U Htg ,. xSen§ Clg$x Description = 'y� Quanti. " Value` HTM, ;L'oss HTM� t Gain',: Gain' N-Wall-Wall-R-21 10 X 10 55 0.048 2.9 158 0.3 0 15 W-Wall-Wall- R-21 5 X 10 50 0.048 2.9 144 0.3 0 14 N -GIs-U=.32 SHGC= .32 shgc- 45 0.320 19.2 864 8.7 .0 393 0.32 100%S (3) UP-Ceil-R-49 9.5 X 10 95 0.020 1.2 114 0.9 0 82 Subtotals for Structure: 1,280 0 504 Infil.: Win.: 8.0, Sum.: 5.0 150 3.520 528 0.293 102 44 Ductwork: 185 81 AED Excursion: 32 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 0 683 Room Totals: 1,993 502 1,804 Equipment Coolin Loads; r i Cont 4t �'Qont" m 5 Y �t fi ,,t % x r a w ,Ft' s E a+k�';•` svx ,r "" S Be nst ; BLat.Avgu putt x d LoadLoai e r O uh tuhItemName Buh• u ...Color television 683 0_ 100 100 683 0 Total 683 0 C:\Users\Owner\Favorites\Manual J, D, and S\Peix\Copy of Hawkins.rh9 Sunday, October 13, 2019, 2:04 PM •Rhvac--Residential&Light Commercial;HVAC LoadSr Elite Software Development,Inc. Condon Engineering Peix Mattituck, NY 11952 Page 21 Detailed Room Loads - Room 12 - Closet#2 (Average Load Procedure) .General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 5.0 ft. System Number: 1 Room Width: 4.0 ft. Zone Number: 1 Area: 20.0 sq.ft. Supply Air: 6 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 1.7 AC/hr Volume: 200 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 6 CFM Percent of Supply.: 14 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 65 ft./min. Percent of Supply: 4 % Runout Air Velocity: 65 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.006 in.wg./100 ft. Actual Summer Infil.: 1 CFM 'Item Area -U- Htg Sen Clg Lat Sen Description Quantit,, Value HTM Loss HTM Gain Gain N-Wall-Wall -R-21 4 X 10 40 0.048 2.9 115 0.3 0 11 UP-Ceil-R-49 5 X 4 20 0.020 1.2 24 0.9 0 17 Subtotals for Structure: 139 0 28 Infil.: Win.: 2.1, Sum.: 1.3 40 3.525 141 0.300 27 12 Ductwork: 29 2 AED Excursion: 1 Room Totals: 309 27 43 C:\Users\Owner\Favorites\Manual J, D, and S\Peix\Copy of Hawkins.rh9 Sunday, October 13, 2019, 2:04 PM Rhuac-Residential&Light Commercial HVAC Loads, Elite Software Development,Inc.` Condon Engineering Peix_ Mattituck, NY 17952 h:'ry Page 22. System 1 Room Load Summary Htg Min Run Run Clg Clg Min FACIII,' Room Area Sens Htg. Duct Duet Sens Lat Clg ---Zone 1--- 1 Office 76 1,403 20 2-5 796 1,627 282 74 217 2 Closet#10 27 885 13 1-4 250 163 72 7 22 3 Alcove#11 91 1,144 17 2-4 744 973 48 44 130 4 Storage#12 88 1,720 25 1-4 579 379 133 17 51 5 Bedroom#4 189 4,111 59 3-5 799 2,450 672 112 327 6 Closet#5 38 932 13 1-4 170 111 85 5 15 7 Nook#6 60 1,068 15 1-4 750 491 55 22 65 8 Bath#7 56 724 10 1-4 299 195 51 9 26 9 Laundry#8 64 805 12 1-5 704 719 58 33 96 10 Hall And Attic 119 8,041 116 4-5 743 3,035 280 1'38 405 Above 11 Small Bedroom#3 95 1,993 29 3-5 589 1,804 502 82 241 12 Closet#2 20 309 4 1-4 65 43 27 2 6 Ventilation 3,795 506 1,180 Humidification 2,529 Duct Latent 151 Return Duct 546 0 440 System 1 total 922 30,004 334 12,496 4,036 546 1,600 System 1 Main Trunk Size: 28x10 in. Velocity: 823 ft./min Loss per 100 ft.: 0.067 in.wg Cooling;.S:"stem�Summary . m y y Cooling Sensible/Latent Sensible Latent g! dotal r �z $ {., Tons F. .Split �$ Btuh Btuh ,k 's,��j KBtuh Net Required: 1.38 76%/24% 12,496 4,036 16,532 Actual: 2.73 75%/25% 24,600 8,200 32,800 . 1 0-0 Y r y r r tEqui mentgDatati ,. Wit Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: 25HNH536A*031* 25HNH536A*031* Indoor Model: FE4ANF002L+UI Brand: INFINITY 15 HP- HIGH HSPF INFINITY 15 HP-HIGH'HSPF Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 8.5 HSPF 14 SEER, 11 EER Sound: 0 0 Capacity: 34,800 Btuh 32,800 Btuh Adjusted Capacity: n/a 48,390 Btuh Sensible Capacity: n/a 24,600 Btuh Adjusted Sensible Capacity: n/a 37,150 Btuh Latent Capacity: n/a 8,200 Btuh Adjusted Latent Capacity: n/a 11,240 Btuh AHRI Reference No.: n/a 9161759 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 12,496 Btuh, Lat. gain: 4,036 Btuh, Sen. loss: 30,004 Btuh, Entering clg. coil DB: 75.3F, Entering clg. coil WB: 62.817, Entering htg. coil DB: 67.5F, Clg. coil TD: 20F, Htg, coil TD: 70F, Req. clg. airflow: 546 CFM, Req. htg. airflow: 334 CFM C:\Users\Owner\Favorites\Manual J, D, and S\Peix\Copy of Hawkins.rh9 Sunday, October 13, 2019, 2:04 PM Generated by ,REScheck-Web. Software Compliance Certificate D Project Peix Residence LJ Energy Code: 2018 IECC S E P 9 2020 Location: Southold, New York Construction Type; Single-family -BU11,DTK(G DEPT- Project Type: Addition -90LID Climate.Zone: 4 (5572 HDD) TOE'''' r--x--.,r-,-1 TT , Permit Date: Permit Nurnbe(. Construction Site: Owner/Agent- Designer/Contractor: 4445 Hallock Lane John Condon Mattituck,NY 111952 Condon Engineering 1755 Sigsbee Road Mattituck, New York 11952 6312981986 condoneng@optonline.net CO.M11. Compliance: 0.8%Better Than Code Maximum UA: 257 Your UA: 255 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse-rhan Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a mlhlmum-code home. Envelope Assemblies Gross Area Cavity Cqnt. Assembly Qr R-Value R-Valu.e. U-F,act6r UA, Perimeter Ceiling: Flat Ceiling or Scissor Truss 584 49.0 0.-0! 0.026 15 4 Skylight:Metal Frame w/Thermal Break 12 0.550 7 SHGC:0.40 , Wall:Wood Frame, 16"o.c. 715 20.0 0.0 0.059 32 Window-Wood Frame 12 0.320 4 SHGC: 0.40'. 1 Window 1:Wood Frame 12, 0.320 4 SHGC:0.401 Window 2:WP! od Frame 12, 0.320 4 SHGC:0.40 Window 3:Wpod Frame 14 0.320 4 SHGC:0.401 14 0.320 4 Window 4-.Wood Frame SHGC:0.40, 14 0.320 4 Window 5:Wood Frame SHGC:0.40i 15 0.320 5 Window 6:Wood Frame SHGC:0.40;; 15 0.320 5 Window 7:Wood Frame SHGC-.0.40;, 15 0.320 5 Window 8:Wood Frame SHGC:0.40i i Window 9:Wood Frame 15 0.320 5 —SHGC:0.40. Report date: 09/03/20 Project Titiei Peix Residence Page lof 2 Data filenarhe: i I T Gross Area Cavity. �Zont. i Window 10:Wood Frame 15 0.320 5 SHGC:0.40 Window 11 Wood Frame 15 0`.320 5 SHGC: 0.40 Wall 1:Wood Frame,16"o.c. 572 20.0 0.0 0.059 31 i Window 12:Wood Frame 26 0.320 8 f SHGC:0640 i ' ${ Window 13:Wood Frame 7 0.320 2 SHGC:0.40 Window 14:Wood Frame 7 0.320 2 j SHGC:0.40. Wall3:Wood Frame, 16"o.c. 715 20.0 0.0 0:059 35 c Window.15:Wood Frame 8. 0.320.' 3 SI GC:0.40 Window 16:Wood Frame 16 .0.320; 5 SHGC":0.40 Window 17 Wood Frame 16 0.320 5 SHGC:0.40 Window 18:Wood Frame 16 0.320, 5 i SHGC:0.49 Window 19:Wood Frame 15 0.320 5. SHGC:0.40 Window 20:Wood Frame 15 0.320 5" SHGC:0.40 i Window 21:Wood Frame 15 0.320 5 SHGC:0:40 Window 22:Wood Frame 15 0:320 5 SHGC:0.40 i Window 23:'Wood Frame 7 0.320 2 SHGC:0.40 Window 24:Wood"Frame 7 0.320. 2 SHGC:0:40 Floor.All-Wool Joist/Truss 584 19.0, 0.0 0.047 27 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,.and,other calculations submitted with-the permit application.The proposed building has.be.en designed"to meet the 2018 IECC requirements in REScheck Version:,REScheck-Web and to comply wit he mandatory requirements listed in the REScheck Inspection Checklist.' _ n ,� -: ,Zo2,� ,c.l+®f�itf�L"e�al9�3d,>� � - � Date Name-Title I Project Title!Peix Residence Report date: 09/03/20 Data filenarr e: Page 2 of" 2 i c�- INDEX OF DRAWINGS 1 SEPT. 2020 COMPLY WITH ALL CODES OF DWG # SUB—NUMBER DESCRIPTION NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ,, �., W _ 0 SET BACK #S HOUSE IN RELATION TO SIDE YARDS APP OVED AS NOTE D O �H0_T I OWN PLANNNNa A BORD INDEX OF DRAWINGS DATE: DIB.P.# �I'7 ' EES FEE: BY;_� --� P-1 FIRST FLOOR PLAN NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE P—2 SECOND FLOOR PLAN FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CON! 'Q*.�`E W _ 1 —3 ATTIC FLOOR PLAN 2. ROUGH - FRAMI & PLUMBING 3. INSULATION OCCUPANCY �p 4. FINAL - CONSTRUCTION MUST r1 P-4 BASEMENT FLOOR PLAN ALLB CONS TMPLETE RUCTION SHAOLL MEET THE USE IS UNLAWFUL P-5 ROOF PLAN REQUREMENS OF THE CODESYORKI STATET NOT RES ONS BLOB FOR WITHOUF NEWT CERTIFICATE DESIGN OR CONSTRUCTION ERRORS. OF OCCUPANCY P-7 REFLECTED CLG. PLAN WALL TYPES & INSULATION RETAIN STORM C AApTER236 ELECTRICAL � SKYLIGHT SPECIFICATION OF THE Owe CODE. INSPECTION REQUIRED OF THE T � LU W —2 E-1 EXTERIOR ELEVATION — SOUTH J E-2 EXTERIOR ELEVATION — NORTH PLtJMBINC,,. ...- E 3 EXTERIOR ELEVATION WEST ALL PLUMBING WM§Tt, J � ++ � — WATER LINES NEED�' ,., D 1 DETAIL OF SKIRT ROOF TESTING BEFORE CO's�FRINd'�.; (V CV UJ, PLUMBING NOTES CERTIFICATION a.- INSULATION SPECIFICATIONS PLUMBER NEW ON LEAD CONTENT BEFORE Uj O CERTIFICATE OF OCCUPANCY FLOOR PLUMBING N 0 TE S Z IN WATER a.- AREA LL SOLDER USED O SUPPLY SYSTEM CANNOT = EED2/100F1% LEAD. - INTERIOR DOOR SCHEDULE Exc EXISTING HOUSE EXISTING WEST �-- DEMOLITION NOTES LIMIT OF HOUSE. (]" �till exterior lighting 1184 sq.ft. W —3 FINISH SCHEDULE installed,replaced or repaired shall conform (�I PLUMBING RISER DIAGRAM to Chapter 172 of the Toy1*nCode Uj X MISCELANE0US NOTES ..I, .41 + ++ BIo�T r Iimill VV WINDOW SCHEDULE and dvctj-�.*orjj- ADDITIONAL FLOOR AREA SBO ITEMS testing rogulrcd. NORTH W — 4 SET BACK #S ELECTRIC PLANS for ENTIRE ADDITION o r z z 4� a is s Must provide Manuals D, J and S as per NYS Energy Code 4445 H ALLOCK LANE NORTH SIDE YARD CALCULATIONS WEST SIDE YARD GREATER THAN 20 1 SEPT. 2020 P SUM OF 2 SIDE YARDS = 60. 2 ' GREATER THAN 45' , THEREFORE OK . INDEX of DRAWINGS SIDE YARD SETBACK CALCULATIONS FRONT 8c SIDE YARD CALCULATIONS NO CHANGE SINCE ADDITION ADDITION to 4445 HALLOCK LANE MATTITUCK NY 11952 DOES NOT PROTRUDE INTO THE FRONT ( SOUTH ) OR REAR YARDS. DOUGLAS PEIX, ARCHITECT P.O.BOX1444 MATTITUCK, NEW Phone: 646-643-9888 ` n . info@dougpeix.com SF." MAP # 1000 - 112- 01 - 3.1 path: [computer/share/'YODA/AA EDGE WEST WING ::: 30 MARCH 2O20-CON DON.dwgj if p'.'.4 f•flk/ W-0 . . i 77 77 VELUX 1502 FIXED SKY LIGHT; MODEL FCM4646, COLOR #2 WHITE, 0 1' 2' 3' 4' 5' 10, 15' A8 CLADDING ZERO 11 '6" ALUMINUM; CURB EXISTING PORCH EDGE OF SAVE ABOVE MOUNTED; 4 9.5" OUTSIDE ROOF BELOW � . — . — . ._ . — . — . _ . — . — . — . — — . — . — . — . — . — . — . — . — . — . -� CURB DIMENSION; ROUGH — — — — — — N OPENING 50-5/8"; PROVIDE 1 INSULATIONI TO BE IN ROOF I I I WITH LOW E GLASS. I I PROTECT EXISTING WINDOWS REPAI LEAK IN iI 4 EXIST G ROOF 1 6„ 10,6„ 181 15 0„ I�13E....:.... Li ... ............ ... ....•.•. ...... .. ...... ...... ... ... z LR J a ...... ' ........ :.': ... . ...• . '. Z Oz ,. LAY NEW WHITE OAK FLOOR TO SLOPED SECTION OF STAIR TO ':':'''.':':'.':':•:':':'::':':':':' ..'.'.'.'.'.'.'.'.'.'.'.'. U LLI O MATCH EXISTING, BE ENCLOSED SYMMETRICALLY. ".'..'.'.'.'.'.'.•.'.'.'.'.'.•.'.'.''.'.'.'..'............. ..... .................:.'.:.'.'.'.'.'.'.'.'. 8. N 2 0 sgft, CLG. HT. APPROX 10' SEE INTERIOR ELEVA ON. :: ::::: :::::::::: ::: :: •• •• •••••• 0 I PATCH MISSING ROOF SKYLIGHT ro ALIGNED I N Q .. .. ...... ............::':': : '.'..'.' SHINGLE OF EXISTING ROOF VEILING HATC ® I ABOVE OCULUS& I O o w I -_� I o LL T GIVE I ROUND SALVAGED O .................................................. A CESS TO/ SALV GED, ROUND, 50' HAND RAIL&POST. I — w z o= U C ¢ H4' SQUA Jp A C FROM DIAME R WINDOW SET I 1 ¢ o ••• ••• ••••• FIXED SK IGIiT O THICKNE OF ATTIC 1 o o O N FI C E (OCULUS IN CEILING W ►- 3 ¢ •• ..... ... ........ O BEL W. 1 9 0 O Zk' I � N N W N .'.'.CRICKET � N I I FLOOR & a ¢ O OPEN TO ABOVE o c° o :. UNDER THE ROOF I F o0 1 48" DIAM.+/- W zI 50 ......••••• ............•• ••••• •••• O SKYLIGHT. N I O z o C� o X o o S FEASIBLE i5. N -w �— / _j o M c ... .. ....... ... FEED. A/C UNIT, FED Y GAS. I o I \ _ cn m I a o ..'..'...'.... ..... I 1 6 0 LOCATE NOT 9M R Z a STRUCTURAL • ( �`' .. .... ..... '.'.''.'. ..... ... •EAM THROUGH EXISTING ROOF OR SITTING R W m EXISTING LIBRARY I ... ...... ... .... . . ... I CRICKET CENTRAL SECTION OF INCLUDE WATER PAN TO z I ATTIC FLOOR I " I HEAD OFF LEA I CRICKET ROOF 0 F N G :::::.. .......... ........ .. .'.'.'.'.'.'.'.'............................... TO SUPPORT ATTIC TO RECEIVE A �'4 X cJ 8 GWB 1 .. AD LAYER of SCREW POSITION SO AT DUCT I w / RIDGE OF ATTACHED PLYWOOD. RUNS ARE NO IN THE FLASHED INTO LL1 G '.•.•.......• .... ........ .. ''.... ' '.'...'.'.'.. .."'.'..'..'.'.' CRICKET. WZir(n 19' x 16' [304 sqft] I CENTRAL STO GE SPACE. I EXISTING HOUSE :: : ':' '::::':''' :.:.:::::.:.':::::':::'.;:.:: WEIGHT PLACE aNv�aeo Does m o�w MINIMIZE' VERIFY CLEARANCE THRU I y- � v� ..... .....'.'.'.'.'.'.'.'.'....'.'..'......MAIN ROOF.'.'.'.'.'.'.'.'.'.'.'.'.'......................'.• ON OLD ROOF. AT HATCH. PROVIDE I ASPHALT SHINGLE ( PROTECT WOOD FLOOR & •'••• •••. EXIS G Roo NECESSARY E EICTRIC TO FINISH WITH CONTINUOUS a z '' '''.. '''''''' EQUIPMENT W TAN ROOF & WALL of I LAYER OF V4" THICK MASONIITE N K+.RT'.+?OoF.. I I ELECTRIC RVICEC&A gIGHTOR NEW ATTIC. I" OFFICE STOh AGE & PLASTIC ON TOP. cW of CL W3�n MINIMIZE WEIGHT Z Z I� NEW ROOFING; MATCH EXISTING ASPHALT SHINGLE ROOFING. INCLUDE CONTINUOUS OF CRICKET I I © WATERPROOF MEMBRAIN UNDERNEATH.CO PORCH ROOF BELOW IF POSSIBLE CANTILEVER PROTECT EXISTING WINDOWS NEW ROOF AREAS A CONTINUOUS BEAM I MAIN ROOF 20.5' x 15' x 2 = 615sgft .� THRU THE ATTIC FLOOR ,•,>,:,,,>;.,:',�•.;'�;..,: .�-,;..-:,.;..,.�< :. CEILING TO ESTABLISH & I — — — — — — — — — _ — — — — SUPPORT THE CRICKET > » o CRICKET 14' x 11' = 154sgft t L— EDGE OF EAVE ABOVE �-'y — I RIDGE. I 7 2 4 U a OFFICE SHED ROOF 4' x 11.5' = 46sgft 28'0" Z NEW ROOF AREAS TOTAL AREA = 815s ft ° 28'0" NEW ROOF AREAS 8-1/2 SQUARES in F ROOF BELOW (P-5 ROOF PLAN showing whole house I L W rP-3 3 0 1 SEPT. 2020 < W-1 NORTHH W_5 I- � W Q SCALE. 1/8 - 1 0 SCALE: %4" = 1 '0" z °° 0 1' 2' 3' 4' S 10 "� rp__,,_� SMALLER FIRST FLOOR PLAN WALL TYPES W_1 ��� _ �� NORTH ................................................................... SCALE: - 1 0 I NEW INTERIOR GWB PARTITIONS 11171 2'' 3' 4 5' 15' w/ 5/8" THICK on LAYER on BOTH SIDES. FRAMED ON 2x4 STUDS. :........................ .................... ........................ 11'6" ARCHITECT WILL PREPARE SEPARATE, DIMENSIONED PLAN FOR LAYOUT. GWB ROOF BELOW 6 5 4 3 2 1 NEW EXTERIOR WALLS, FRAMED _ W w/ 2x6s & PROVIDED w/ R-15 INSULATION [2" OF o EGRESS WINDOWS ................ 32' WIDE WINDOW 8' POURED FOUNDATION WALL SEE REFLECTED WHITE OAK 7 wide FLOORS, I 000 CLG. PLAN TH S SHEET.® P-7 APPROX. 390 sgft + STAIRS. BLOWN-IN SINGLE CELL oNrnoH REMOVE WINDOW&CUT 3 0�I-m SEE REFLECTED CLG. PLAN WINDOW HEADS &��DOORS ® 7 0 24 INSULATION & THEN o za�¢ GWB WALLS & 9 0 CEILINGS CL. R OF TH CONCRETE DOWN TO MATCH W 1=N oo m z&z WINDOW & DOOR HEADS ® 7 0' ADDIT'ON WILL EXTE I D HEIGHT OF CRAWL SPACE SLAB. X-a- 24„ BLANKETS]. .. PU LEY • TO INCLUDE THIS AMT. o W �Q :':................':..... ..........................•:'.................' RELOCATE WINDOW TO REPLACE ►-Z�� SUPPLY & INSTALL WINDOW & DOOR "' """ OF ADDITIONAL FLOG ROTTEN, NORTH FACING WINDOW. 0 00�`` BASEMENT CROWN # BC5 CASING LK4,� Q AREA,, I z a _j aw [1-1/16 x5-1/4 ] 1-1/8' x 4'. Cat. EXISTING CONC. FL. SLAB 10" ABOVE BASEMT. FL. SLAB =o N NZ IN BR, ALCOVE, p. 22. WINDOWS SITTING AREA EXISTING WALLS & p_7 REFLECTED CEILING PLAN of Bedroom � `1z SITTING ROOM.p.35. PICTURED FRAMED. o �N�� EXISTING HALL PARTITIONS W-1 CEILING GRID, 1/2"x3-1/2" I J W��N MATCH EXISTING RAILING SCALE: 1/4"� = 1 '0" -J z do SQUARE CUT FLAT BOARDS I BEDROOM SET OFF TO CLEAR CROWN 3" teel Lally Column to be replaced. BC5, 1-1/16" x 5-1/4". EXISTING 2x8 FLOOR ., HATCH TO ATTIC. N T PROJECTION = 3-1/2" ADDITI NAL BASEMEt4T EAST/WEST 12"OC. O 35" SQUARE -jam �� j OCU LU S AILING II EXCAVATE FOR NEW OPEN TO N CRAWL PACE (w/48" W N 3 1 X 30"I CLEAT VICE FROM SLAB FLOOR ABOVE IS FOUR \ COLUMN FOOTINGS AS N I �\ I BELOW TO U�JD RSIDE OF N PER ENGINER'S I i I 5/8„ GWB 1 SEPT. 2020 INSULATED FRAMING IMEMBERS PLYWOOD&WOOD. DRAWINGS. SHORE TRIMMED OPENING L-----y _ 3 fA THOROUGHLY PRIOR TO PROVIDE BLOCKING sTG►n o I J ,° INSTALLATION OF FOR SHELVES ALCOVE TO BE 24" 30" � Z �, LINED IN GARDEN ED o I a COLUMN & BEAM. STATE X" x N' SH R BATH 1 MECHANICAL ROOM 24 MODERN��GROOVE IN „ ING O❑ Y 4 F, Y2 THICRUNNING H Basement,UNTIL NEW ROOF IS IN CL' VERTICALLYNCL. EILINGMED 1 st 2nd , Attic ROOF PLANS HOT WATER HEATER PLACE, PROTECT DOOR TO BE O cAsLAUNDRY > MECHANICAL HIDDEN IN SBO TILED FURNACE WASHER a0 U EQUIPMENT AND PATTERN. 8-900 FLOOR DRYER WE TANK CIRCUIR BREAKER BAYS. COUNTER EAST SBO VENTED I PANELS FROM WATER TILE FLOOR, SBO EAST &WEATHER DAMAGE. BLIND WINDOW BATH Bedroom Reflected Ceiling Plan /7\ a8 10 11 1 WALLS OF eATH ro BE Cwa,Bur BDTTDM 4Y ro BE WAINSCOTTING SEE EXTERIOR ELEVATIONS FOR SKIRT ROOF. ' " 2 WAINSCOTTING ro BE MODERN GROOVE X,'XI/4' edge of existing CANTILEVER 28 0 GROOVES,4•SPACING,0'THICK. BULKHEAD STAIR to GRADE 3 1'DP CM BBCAPI2,1-J/0'■1-T/2';P.SE CAT. 4 BASE#BOBSS,S/E-.5-. C CAT PAGE 14, ADDITION to 4445 HALLOCK LANE, MATTITUCK, NY 11952 (P-�4BASEMENT PLAN P-2 SECOND FLOOR PLAN ISOASINGImLATnCEX*'. CAT.P.22 1 S E PT. 2020 s ESHOWER J��S TO BE ;E'� REcaVe W-1 SCALE: 4" — 11011 NORTH W-1 NORTH AS DONE IN 2nd FLOOR BATH. 0 1' 2' 3' 4' 5' 10, 15• F WALL TYPES G ,' 2' 3' 4' S' ,D' 15' DOUGLAS PEIX,�-ARCHITECT1 ti Q NEW FOUNDATION FOLLOW ALL [...! � 3U P.D.BOX1444 DIRECTIVES & MATTITUCK, NEW YOR ' � ��.952, EP 9 ZCfO ,1 DRAWINGS OF THE Phone: 646-643-9888 STRUCTURAL info@dougpeix.com D7777 path: [computer/share/YODA/AAEDGE WEST WING ::: LESS- 16 July 2020.dwg] ENGINEER W-1770,110-1.1 1". k . . . �� . . . . . . . . . . . . . . . -- i i .....:.:.:...:.:.:.:.:.:.:.:.:.:.:.:.... I i IIF 1,"I�'11,.1rI.�,,.�I,:I.'II.��I.I..'. . 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I ..S�H .,_I -" WV" �.- I I .!I,I I F��, -n -...1 I �I�I I i . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . —.,.._.. ..... ,.... _�_...,.�. i P ..'.'.'.'. i i i ............................................................•.....,.......,...............,., i i i i SPRING POINT OF VERTICAL WALL . . . . . . . . . . . . . . . . . . . . . . ..';'. . . . ; .'. .'. . . . . . . : : : : : : . ; : : : : : : : : : : . NGGMAIIN ROOF 1 i Q ---OF SHINGLING : . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .'. i --- FLARED ROOF ----- --------- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i SKIRT ROOF NOT CURVED ROOF OF : : : : : : : : : : : : : : : : : : : : TO HAVE A SHINGLING; ;•:•:•;•:•:•:•:•:•:•:•:•:•:•:•:•;•:.;.;.:.:•:.: . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GUTTER OVERALL :':':':':'.':'.'.'. . , ,'. • . . . . . . . . . . . ...................... . . . . . . . . . . . . . PROJECTION 18" . . . . . . . . . . . . .'................. . . . . .' i : . . . . . . . . . . .. '... . :'. . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : SKIR,'�'97'''..." .'.':':'.'. :':':'......:':'...... .'.'.'.'. . '.'.':'.'.'.'.'.':'.'...........'.'.'.'.':'.'.'.'.':'.'.':'.......'.'.'.':':':'.':':':':'.':'.':'.....'.'.'.'.':'.'.'.':':':'.':':':......':'.'.' .'.'.'.'.'.•.'.'.•.'.•.'.•.'.'.•.'.'.'.'.•.•.'.•.•.'.'.'.•.•.•.•.•.•.•.'.'.'.'. ROOF r .'.'.'.'.'.'.'.'.'.'.' .'.'.'.'.'.'.'.'. . .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. .'.'. .'.'. .'. .'.'. .'.'. . . .'. . .'.'.'. . .'.'.'. 2 �3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .'. TOP of MANDOW . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CASING DECORATIVE ,e ,e i e ,e i e .'. . .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. nn .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. M � , , , , , , , L�J l �I BRACKET . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SBO I I / \ .'.'.'.'.'.'.........' '.'.'.'.'.'.'.'.'.'. . • • • • • • • • • • • • • • •.•.•.•.• . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . BRACKET (v e • • • '.'. '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. '. ',•,• • • ' • • ' • •• • • • • • • • • �, e` ; `, ; `, i \ , `, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F ,, e, .'.'.V.':':':':' :':':':':':' :' :':'.'. :':'.. :'.'.': ': . :'.':':':' : : .'. : ......:':':':':':':':':':':':'......:' : : : .'.'.'.'.'.'.'.'.'.'. .'.'.'. .'.' _ . .'.'.'.'.'.'.'.'.'.' : . . . . .':':': :. . . . . :':':' ': . . . . .': . . . . . :'. . . . . .. . . . .. . . . . . . . . . . . . . . . . . I . . . . . . . . . . : :':' :':':': :':':' . . . . . . .'. . . . . . .':':':'. Ur BLIND : :: : : : : : : : : : : . : : : : : : : : :.:.:.:.:.:.:.:.:.:.:. . .:. . .:.:. .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. ;.:.:.: .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. w WINDOW : : : . . .. : : : : : : :: : : : : : : : : : : : : : : : : : : : : : : : : : : : :: : : : : : : : : AR WHITE CEDAR • • . • . • � � � � . WHT E SHINGLESto . . .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .'.'.'.'.'.'.'.'.'.'.'.'...'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.','.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. . . : . . . :: . . . . : . . I E C D _ . . . . . . . . ... . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MATCH ETHOSE on MATCH THOSE on . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'...'.'.'.'.'.'.'.'.'.'.'.'.'.'.'...'.".'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. . .'. .'.'.'. . .'. . . . . .'. ... . ... . . . . . . . ...'.'.'.'.'. .'.'. .'.'.'.'.'.'. .'. . .'.'.'. . . ...'. . . . ... . . . . . . EXISTING HOUSE z EXISTING HOUSE . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . ..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. '.'.'.'.'.'.'.'.'.'. '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.. . . . . . . . . . . . . . . . . . . . . . . . . . . . .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. .'.:.'.:.:.:.:.:.:.:.:.:.:.: :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:............................... .'.:.:.:.;.:.:.:.:.:.:.:.:. :'.':':':':'.':':':': :':':':':':':': :': :':':':':':':':':':':':'.':'. . . . . :': . . . . .'. :':':': . . . . .':'. . . . .'. . . . . . .': . . . . :': . . . . .':' :' : . . . . :': . . . .':'. . . . .':'. . . . . .': . . . . :':':':':':':':':':':':':':':':':':':':' :':':': . . . . :':':':': . . . .'.'.'.':':':':':':':':':':':':':':':':':': :':':':':':':':':':':'.'.'.'.':':':':'. . . . . . :':':':':':': . . . . .... . I"" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WINDOW HEAD 4 �❑ ❑❑ ❑❑ " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . ..... . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HEIGHT -88 .'.'.'.'.'.'. .'.'. . . .'.'.'. . . . .'.'.'. . . .'.'.'. . . . .'.'. . . . . . . . .'.'.'. . . .'.'.'. . . . .'.'. . . .'.'.'. . . . .'.'.'. Q .•.'.•.•: :': : : : : . .'.'. .' ..... . . . . . . . . . . . . . ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ❑ ❑❑ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . .3 . . . . . . . . . . . . . . . . . . . . . . ..'.'.'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. . . . . . . . . . . . . . . . . . '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. ....'.'.'.'......, ❑ :.:.:.:.:.:.:.:.:.:.:.:.;. :.:.:.:.:.:.:.:.:.:.:.:.;.:.:.:.:.:.:.:.:.:.; :.:.:.;.:.:.:.:.;.;.:.:.:.:.:. . . . . . . . ❑ . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . ❑ ❑❑ :':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':' .'.'.':':':':':':':':':'.'. .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' . .'.'.'.'.'.'. .'.'.'.'.'.'. ............................................................. : : : . . . . . . . : : : : .............................OPEN. . . . . . . . . . . . . . . . .. :':':':':':':':':':':'.'.'.'OPEN. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OPEN. . . i� . . . . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . POURED CONCRETE FOUINDATION _ — . — . — . — . — . — . — . — . _ . — . — . — . — . — . . — . _ . — . — . — . : — . — . — : — . _ : . — . _ . — . — . . . . . . . — . . L . _ . _ . _ . — . _ . _ . _ . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . E-1 PROPOSED SOUTH ELEVATION 1 Sept. 2020 E-3 PROPOSED WEST ELEVATION 444 5 H A L L O C K LANE, MATTITUCK ______.__ _____________-__..-________._________._____________.___...__._.___.____ TONE D E S I G N AT I O N W-2 SCALE: 4" = 1 '0" W-2 SCALE: 4" = 1'0" 1 Sept. 2020 EXISTING PART of . . . . . . . . . . . . . . . . . . . TONE DESIGNATION p • ' HOUSE . .':': :':' :':'. . EXISTING PART of :::::::::::::::::::::::::::::::: HOUSE . .':':':':'.'. .'.'.'.':'.'.'.'.'.':'.':':'.':':':':'.':'.':':'.'.'.'.':':'.'.'. . SOUTH FACE ,-. .II,--I.I .I�.1:I I. '.'.'.':'.':':':':':':'.':'.'...........................':':':':':':..................':'. . OF CEDAR I. .'.'.'.'.'.'.'.'.'.'.'.'. .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. .'.'.'.'.'.'.'.'. .'.'.'.'.'.'. . SHINGLE :'.'.'.'.'.':'.'.'.'.'.'.'.'.':':':'.'.'.'.'.'.'.'.'.'.'.'.'.'.':'.'.'.'.'.':'.'.'.':':':' :':':':':' 6 WALL -,7A.1 -I1111_7 11 .� '.':'.'.'.'.'.':':':':':':'.'.'.':':':':':':':':':':':':':':':':':':':':':':'.'.'.'.'.':'.':':':':':':'.':'.':':':':': ':':':':':':':':':':' CEDAR :':':':':'.':':':':':':':':':':':':':':':':': :':':':':':':':'.':':':':':':':':': :':':':':':':':':':':':':'.':':':':':': :':':':':':':':':':': WHITE CEDAR SHINGLES TO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SHINGLES to Z CURVE OUT TO '. . . . . . . . . . .'. CAP SMALL, • " MATCH THOSE on .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:...:........................... :.:.;.:.:::::::::.:: EXISTING HOUSE 0 ABOVER2 dF .•.'.•.•.'.•.'.'.'.'.'.'.'.•.'.'.'.'.'.'.'.'.'.'.'.'.':':':':':':':':':.:':':':'.':':':'.............':':':......'............. ....................... .'.'.'.'.'.'.'.'.'.'.•.'.'.'.'.'.'.'.'.'.' ' ' . .'.•.'. . 3 FLOOR WINDOWS •,'.',',','.'.'.'.',•.',',','.','.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. '.'.'.'.'.'.'.'.'.'. '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' ' o w/ BRACKETS. .'.'.'.'.'.'.'.'.'. .'.'.'.'.' ' . .'.'.'.'.'.'.'. .'.'.'.'.'.'. . . . z o RADIUS TO BE. :'. . ' , , . . . . . . ..'.'.'.'. 4 o - APPROX. 6'9°. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 2 is & & 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............. .... '.':':':':':':':':':':':':':':':':':':':':':':.:':':':'.':'.':':' :':':':':':':':'.I. . o ~ 3 2x4 BLOCKING :,:.:,:,:.:, ..:,:' ....:::::::.:':':':':'.'.':'.':':'.'.':':':':':':'.':':':':':':':':':':': :':':':':':':':':':':':':':':':':':':':':':':,:.:,:..,. . ANCHORED INTO . FRAMING OF 1 SEPT. 2020 . . EXTERIOR WALL :':':':': :':':':':':':':':':':'.':':.. :':':':':':'.':':':':':':':': :':':':':':':'.':':':':': 18" ............7.....:._..........,.....'..........................ffi...\.......1........'*......\......./........................_—I.......,....'............r.*...................-....I...,...'..............................1..........',..............1...................................1......................*..........................."..................................v'..................1..................*..1.............V......................1l.....v...................I....*...I.:....'......................-..............,..'............I.....:...'...........L..........1............................."..'......:.....................1.......-.....I I............:....'..........I......._..'1.................................1...........................................................V...I......I........-..../............'...i..............,............*.'....................'......................**.'................I...'...'.................................I j.......-......."'.......'........................................."'.....1* .................'.............__...........I....._,.'.............. ................r.......H.............................'.....J.....I.I...-................................................................................................--............................I....\............I.\..................1..-.......=.I............ .......'.....................................*...II............................—.............L................................I..*.....I..-'.........�............. *.-I......LI............I...-...*..-..*....-I...U............................. ....1...I..........................l......'.....'_......................_................'...... _.....................�__.......................................................*.......... ..,..............................'..*.*...'.......J...............I.................'.................. .....'............... .........................'T..*.............._..........................'..................-....-....................\..'................... .�..-....,.............'I.'...1...........*...�.....,.............'.-...'.............'.I:,......._...... .'.:............'...-�,............�.L'................-...............-.....'............................-l....-..................I.......H............... ............-.....I......."..........,...................1..................1..`,......*..........................1...........-......1...........,.........I.......I.....-........-....-.............,......... ........,..*............,...*-.......-..'.........,.....................-....,......-.....*...................,...-.....-.....................'.............*........-.....-..j.7......................*....-......-...................................'.......-...........................*.....'..-......I....:.......... ........-..................�..._..........—.I.....-......-......................-....*.-.. .....-...........-...9......-.....'...-......... .-.................-.........-........-...............-....'.-...I_.................-.......-.......-...'.................-...... ..I._................-............-...'-..........-..-......-..I.....-.....-...'._.......-.......-.....-.........'-.#......_..-........ _.........-.].I i...I.-.-..............--..........-.._-..............-...-...........I-.....I...........-..v..]II............_............-......-............. �.............]............-.............-.. ....................1...... ....'............ .....-..........*.-�M... ..............:...............-..I......*.�1I......................-...................:............................................. ........................I..1.I..............1........................... .................................*............][...................I.. ...'.............I...............................M I-�'...................... .j............................ ...I....................................... :•:':':'.':':':'.'.'.'.'.'.'.'.'.'.'.'.'.•.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' :':':':':' ............................. .:':':':':'.':'...':':'.'.':"'.'.'.:':':':':'.':':':'.'. . . . ' ' ' ' ' ARCHITECTURAL PAINTED ............................................................................................................................ .......... .':':'.':'.'.'.'.'.'.'.'.'.'. :':':':':':':':':':':':':':': :':':':':':':':.'.:.'.*. ':':':':'.':':'.'.'.'.'.'.'. . BLIND.........*.........'E...............*........"......,........................'........-..*,......-.I.......,......................'....-....-,......,.....................-.....-...-*.....'.......'..,...........................-. DEPOT BOARD & . . .'.'. . . .'.'.'. . . . .'.'. . . .'.'.'. . . . .'.'.'. . . .'. . . . . . .'.'. . . .'. .'. . . .'.'.'. . . . .•...'.' WINDOW CUSTOM BEAD ....—>..l..............I...........*..-......I...._...._—_....'...I*I....*.........r...,.............I.........................---.*..............L.-....7....\___..I..............—......L...1..i.......:...........I..............................-.........7--.'*............I...1_7_......... 1.=.....7..._.....1'...................................1.*..*...................1 ..........................1.................-....-......I..............-.......]..�..'.......�...........*...1................'.................................-....\...*.......I.....�.........1........I......w.........*.........I..........................11.I...................I...............................V.........I.....-.....................................................-............................'..................................................'.......................,........................'1..............................................'....................I..I..............................''......-.................._............*............................... ........,.......*...........................,.........."I...*.I...*.................#.........,..........I.-.........-............."..,..................................................,........I. ...-.....-...._...-....-...I.....1.........-...-.........-...-....-.�......-.-...._.......*...-..........-..............'..........._........I......,.....................,..................... ............*................... ....I..........................'. .I.................�........... ........................-...I.....I[1......'....- —-...........................v.,... .-..J�.............-...%.. 1.........II..I ...........................—.......*.......................................-........*...............................-.......................'.............]...I......-'.......-..............................I....��.............-....V.......I.................L.........-.............. . . .'. . . . : :'.':':':'.':':':':':':':'.'.'.'.':'.'.'.'.'.':'.':':':':':':':'.'.':'.V...':':':'. .'.'.'.':'.'.'. .'. . :'.'.'.'. .. . . :':'.'.'.':'.':':':'.':'.'. . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .... ............... ........ BRACKET PANELING . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TRIM BOARD ., �, ,� EXTERIOR ELEVATIONS . . .'.'. . . .'.'.'. . . . .'.'.'. . . .'.'.'. . . . .'.'. . . . .'.'. . . . .'.'.'. . . .'.'.'. . . . .'.'. . . .. . . . . . . . .'.'.'.'.'.'.'.'.'. .'.'.'.'. .'.'.'.'.'.'.'.'.'. .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. .'.'.'.'.'.'. .'.'.'.'.'.'.'.'.'.'.'.'.'. .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. . . . 36 &18 x4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..'.'.'.'.'.'.'.'.'... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . THICK,SBO :':':':':':':':':':':':': :':':'. . . . . :'. . . . . .'. . . . . .'. . . . .' . . . . .'. . . . . :':':':':':':':': :':':':':':':':':':':'. . . . . :'. . . . . .'. . . . . .'.. . .. . .'. . . . . .'. . . . . . :'. . . . . :'. . . . . .'. . . . . .'. . . . . . :'. . . . . :'. . . . . .'. . . . . .':':':':':':':':':':':':':':':':':':':': . . . . . . . . :':':':':':':':':':':':':'.'. . ffi 8 9 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . As . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DETAILED SECTION thru :':':' :':': :': .'. . .':':':':':':':':':': : :' : : :'. . D-1 SKIRT ROOF above 2nd ,. , . ... . . . . . , � W-2 FLOOR SOUTH WINDOWS ❑❑�I ......,.,. . ... .... ...... ....................• e e e ❑❑❑ :':':':': :':':':' e SECTION Q-Q . . . . . . • ADDITION to 4445 HALLOCK LANE, MATTITUCK, NY 11952 O o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SCALE: 1/2" = 1 '011 ® ® 1ST FLOOR.'.'.'.'.'.'.'.'.'.'.'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LAS PEIX, ARCHITECT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .i, i=-, .'. . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :`:� 1 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . P.O.BOX1444 ""�� I '( i i .� I 11 � �� �� i ! t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . r� ..,, .'.'.'.'.'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . . MATTITUCK NEW YORK 1�1952T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . .. . . . . . L '/ Phone: 646-643-9888 �`�� FP �,r.n� ti_, 9 `t; i E-2 PROPOSED SOUTH ELEVATION EXISTING PART of info@dougpeix.com �„ _ , „ 4445 HALLOCK LANE, MATTITUCK 1 SEPT. 2020 —��; .7.-n�ar o W-2 SCALE. 4 - 1 0 HOUSE y . rrII w-2 path: [computer/share/YODA/AA EDGE WEST WING ::: LESS-CONDON DWG.dwg] -- , INTEF� 10R DOOR SCHEDULE PLUMBIONOG 1040 • REVISED WINDOW SCHEDULE for house 2 1 Supply and install shower pan beneath washing 8 AUG. 2020 4445 HALLOCK LANE / DOUG PEIX WINDOWS by ANDERSEN DOOR# SIZE HAND ROOM HARDWARE DOOR LE 2nd FL BPI TH12nd FL LALUNDRY ANDERSEN machine tied to drain. Position drain connection to # ANDERSEN TYPE ROOM PANES DOOR TYPEfacilitate access to drain. ROUGH OPENING SPLIT 131 30" x 84" LH LAUNDRY PASSAGE FINISH TS 2210 2" 2" 2" 2 Supply and install hot water supply loop to new 1 WDH 3046 32-1/8" x 4'8-7/8" DOUBLE SITTING AREA, 3/3 PER B2 30" x 84" LH BEDROOM PRIVACY TS 2210 44" LAUNDRYRELOCATE[ HUNG EGRESS WINDOW SASH - LAV SINK WASHING plumbing devices to provide instant hot water. B3 2411 x 8411 LHR CLOSET #B DUMMY DRILLED TS 2210 WC MACHINE WDH 3046 32 -1/8" x 4'8-7/8" DOUBLE SITTING AREA, 3/3 PER HOLE 1 2 HUNG EGRESS WINDOW NU PKL- SHOWER 3 Water connections to washing machine to be fed sasH B4 24" x 84" RHR CLOSET #B DUMMY DRILLED TS 2210 WDH 3046 _ _ DOUBLE SITTING AREA, 3/3 PER through insulated partition; supply pipes to be fully 3 3 2 1/8 x 4 8 7/8 EGRESS WINDOW SPLIT 2nd -- ------ 2" insulated. UNG SITTING SASH B5 24" x 84" RH BATH #F PRIVACY FINISH TS 2210 FLOOR 2" 11 11 FLUSHw! �" 2" 2" 4 WDH 3046 3'2-1/8" x 4'8-7/8" DOUBLE ING AREA, 3/3 PER NU B6 124 x 84 LHR ALCOVE #E DUMMY HOLEED WAINSCOTTING2 44 Water co to rotect bathroom from floodin . It HUNG EGRESS WINDOW SASH p p g 5 WDH 3046 3'2-1/8" x 4'8-7/8" DOUBLE BEDROOM #3, 3/3 PER wmm' 00 '7" N00"I"'ES 2„ shall be impossible to allow water to flood library HUNG EGRESS WINDOW SASH L) 4" 2" below. BEDROOM 6 1 1 DOUBLE OOM #3, 3/3 PER WDH 3046 3 2-1/8 x 4 8-7/8 HUNG EGRESS WINDOW SASH 1 DOORS TO BE PLUMBING RISER DIAGRAM TRU-STYLE, 1-3/411 n YE 'KO% NOTES- 7 AP32V 31 0-1/2" x 41 0-1/211 BR#3 ALCOVE AWNING 4/5 R-1 T� LAUNDRY THICK, TWO PANELED 1 Dryer to be vented to the exterior thru a wall. (as presently in house) # ��WJ-3Not to scale 8 AP32V 3'0-1/2" x 4'0-1/2" AWNING BR#3 ALCOVE 4/5 TS-2210(BV) "C". 2 Dryer vent to have back draft protection. 2 THREE AVX4" BUTT 9 AP32V 3'0-1/2" x 4'0-1/2" AWNING BATH #3 4/5 HINGES PER DOOR. 10 AP32V 3'0-1/2" x 4'0-1/2" AWNING BATH #3 4/5 3 HARDWARE LATCH SET DEMOLITION NOTES g HOUSE CIRCUIT BREAKERS. 4] ATTEMPT TO SALVAGE THE WOOD h EXISTING ADJACENT SURFACES TO CLADDING ON THE LIBRARY CEILING. POSSIBLY SBO 11 AP32V 3'0-1/2" x 4'0-1/2" AWNING LAUNDRY 4/5 TO BE SBO. PROTECT ALL BEFORE COMMENCING REMAIN. 5] REMOVE ROOF AND ASSOCIATED 1 Plumbing fixtures and fittings. 4 DOORS TO BE WITH ACTUAL DEMOLITION: i PATH INTO HOUSE UP TO SECOND MATERIALS. 2 12 AW 251 2'4-7/8" x 2'4-3/8" AWNING BEDROOM #3 3x3 DELIVEF'%ED PREHUNG a WINDOWS TO REMAIN, PROTECT FLOOR - ESPECIALLY FLOORS AND 6] ALL DEMOLITION DEBRIS & 3 Electric lights and devices. 13 AW 251 2'4-7/8" x 2'4-3/8" AWNING LAUNDRY 3x3 AND PREDRILLED GLASS, FRAMES & TRIM. CARPETING. CONSTRUCTION DEBRIS OVER THE b WOOD FLOOR OF LIBRARY. 4 Electric labor & associated materials. EXCEPT FOR DOORS B3, 2 ELECTRICAL LIGHTS, SWITCHES, COURSE OF THE WORK TO BE REMOVED 5 Wood flooring. (material) 14 AW 251 2'4-7/8" x 2'4-3/8" AWNING OFFICE STORAGE 3x3 B4 & B6. LATCH SET SET c OPENINGS TO OLD HOUSE, to STOP OUTLETS TO BE REMOVED BEFORE AND DISCARDED. 7 Wall & floor the (material). BE PROVIDED. WATER INFILTRATION. Hardware ( ) 15 A 21 2'0-5/8" x 2'0-5/8" AWNING ATTIC 2x2 BACK TO COMMENCEMENT OF DEMOLITION. 7� OWNER WILL REMOVE 20 of PRIVET 8 5 REHANG SALVAGED d DOORS TO BE REUSED. POWER TO BE SAFED OFF. 9 Windows e THE CIRCULAR WINDOW. DRIVEWAY CIRCLE TO ALLOW FOR 10 interior Painting 16 A 21 2'0-5/8" x 2'0-5/8" AWNING ATTIC 2x2 LIBRARY CLOSET DOORS 31 OWNER WILL REMOVE ALL FURNITURE, EASIER ACCESS TO THE HOUSE. f BASEMENT EQUIPMENT UNDER 11 Gutters & leaders 17 AP32V 3'0-1/2" x 4'0-1/2" AWNING OFFICE 4/5 INTO OFFICE STORAGE. LIBRARY. BOOKCASES, WINDOW TREATMENTS $ CARE SHALL BE TAKEN TO SAFEGUARD 12 Millwork (cabinets) AND CARPETING. � a Medicine cabinet AWNING OFFICE THE 1 ,000 GALLON BURIED LP GAS TANK. b Laundry counter top & cabinets 18 AP32V 3 0-1/2 x 4 0-1/2 4/5 FIkIN' ISH SCHEDULE 30 JULY 2020 4445 HALLOCK LANE, MATTITUCK c Library bookcases. 19 AP32V 3'0-1/2" x 4'0-1/2" AWNING OFFICE 4/5 Windows with a 0 symbol are changed from the SKYLIGHT 30 july 2020 Window schedule MISCELLANEOUS` NOTES. # ROOM FLOOR NORTH EAST SOUTH WEST CEILING BASE CASING CROWN DOTES 1 Disconnecting and relocating the washer & dryer 20 VELUX 1502 50-5/8" ROUGH FIXED w/ ATTIC A 3WHITE - _ A shall be done quickly. Down time shall not exceed FIXED SKYLIGHT OPENING; OUTSIDE LOW E SINGLE STAIRS OAPTDRE ERs GWB RAILING GWB _ _ q Y ROOF above GLASS; PANE 1 week. OF CURB 49.5 . OCULUS CURB MOUNTED. COLOR WIDE BDB55, LK4, B 2 Following removal of washer dryer from first floor, WHITE; B CLOSET PLANK GWB GWB GWB GWB GWB NONE 5/8" x 5-1/2" 1-1/8" x 4" open West walls of entry closets to determine if OAK adequate insulation. Spray in insulation as CLADDING q P Y ZERO SITTING WIDE GWB GWB GWB GWB GWB BDB55, LK4, ,, BC5 C necessary to be complete. Repair/restore GWB. ALUMINUM C PLANK 5/8 x 5-1/2 1-1/8 x 4 1-1/16 x 5-1/4 AREA OAK 3 Under stair windows and North windows of North WIDE BDB55, LK4 CEILNG2„ bedroom remove distressed shingles and replace D BED PLANK GWB GWB GWB GWB GWB 5/8" x 5-1/2" 1-1/8" x 4" 11-1 16" x 5-1/4" GRID D with continuous, full AZEK trim for painting. ROOM OAK 4 At garage person door supply and install lock with 4 1 SEPT. 2020 DRESSING WIDE WAINSCOTT- WAINSCOTT- WAINSCOTT- WAINSCOTT- BDB55 LK4, E BC5 E keys. AREA PLANK -ING -ING -ING -ING GWB 5/8" x 5-1/2" 1-1/8" x 4" 1-1/16" x 5-1/4" OAK 5 If soil excavated for crawl space becomes GWB, w/42" GWB, w/ 42" GWB, w/ 40" GWB, w/40" GWB, TILE on F BATH RIVER WAINSCOTT- WAINSCOTT- WAINSCOTT- WAINSCOTT- SHOWER BDB55, LK4, BC5 F excessive, remove some from site. FINISH SCHEDULE STONES 5/8" x 5-1/2" 1-1/8" x 4" 1-1/16" x 5-1/4" ING; ING ING ING CEILING 6 Following removal of the roof, a priority shall be LAUN- SBO GWB GWB GWB GWB GWB BDB55, LK4, BC5 given to the enclosure and water proofing of the NOTES + WINDOW SCHEDULE G DRY TILES 5/8" x 5-1/2" 1-1/8" x 4" 1-1/16" x 5-1/4" G new volume. Tarps shall be employed to temporarilly weather proof the new work, INTERIOR DOOR SCHEDULE H WIDE BDB55, LK4, connections to the old house and all vital utilities in OFFICE PLANK GWB GWB GWB GWB GWB 5/8" x 5-1/2" 1-1/8" x 4" the basement. OAK 7 AT WEST FACE OF EXPOSED OLD HOUSE WHERE SHINGLESWIDE ADDITION to 4445 HALLOCK LANE MATTITUCK, NY 11952 J OFFICE PLANK GWB GWB GWB GWB GWB 5/8'Bx 5-1/2"55, LK4, EXIST, REPLACE WITH GWB AT NEW ' STORAGE 1 1/8 x 4 INTERIORS. THIS OCCURS AT THE SECOND FLOOR LEVEL OAK J PRIMARILY. PROTECT PATCH PATCH PATCH SALVAGE EXISTING 8 DISCUSS BEST HEIGHT & WATER PROOFING OF NEW K LIBRARY & EXTEND & EXTEND & EXTEND GWB GWB CRICKET. EXISTING BASE & CROWN DOUGLAS PEIX, ARCHITECT , GWB GWB GWB71 9 ALL NEW GWB TO BE 5/$" THICK. P.O.BOX1444 # ROOM FLOOR NORTH EAST SOUTH WEST CEILING BASE CASING CROWN NOTES MATTITUCK, NEW YORK 1195 Phone: 646-643-9888 j F- info@dougpeix.com _ .. _.,. path: [computer/share/YODA/AA EDGE WEST WING ::: LESS -CON DON.dwg] W-3 path: [computer/share/YODA/AA EDGE WEST WING ::: 30 MARCH 2O20- CONDON.dwg] , . , .77 i, ELECTRIC SYMBOL KEY 42" SUBSCRIPT LIGHTS Denotes particular elevation height for a device (i.e. II A 42" indicates duplex outlet at 42" AFF, to center of - rece tacle ATTIC LIGHT, mounted beneath ridge receptacle). ( B BATHROOM SCONCE LIGHT, height to be determined Q THERMOSTAT EDGE OF EA ABOVE � — — — — -- — g RELOCATE 2ND FLOOR THERMOSTAT FROM N. BEDROOM SURFACE MOUNTED CEILING LIGHT ) CABLE TV 31 s D All cable outlets to be attached back to central cable _ SHOWER EXHAUST LIGHT location where house is fed. Electrician to run 36" co-axial cable. Provide homeruns, not daisy chains. � ' —` RETAIN ALL ELECTRIC IN THIS WALL LED LIGHTS PNL PANEL G I I� I F New circuit breaker at new location. For new 2nd floor EXTERIOR FLOOD LIGHT. and Attic Level. - A I \ Y \ IEL 9 �- ' I G DIRECTIONAL PENDANT LIGHTS w l IN s B B 9 I-@ ATTIC EXHAUST FAN \ 1oo..a G{�}� �\ 0 36. , [reused]. Controled by lighted switch in 2nd floor Hall by old 36 " I T \I Bathroom. Fan will be SBO and will include closeable — LR �� ELECTRIC CIRCUIT BREAKER PANEL dampers which will close automatically when fan is OFFICE 1 / WALL SWITCH turned off. -�� Mounted vertically 42" AFF (unless otherwise noted t@ TELEPHONE JACK adjacent to symbol) . For grouping of devices, use I —_ —_ I I \ iN eF L LIGHTS _ Provide single phone jack. All wall plates to be white. �EILING HATCIA' ' I E[� multiple device cover plate. Device to be SBO and will Where "WM" is noted, jack to be wall-mounted at 48" — — — — — — -f- �f�0' oPE►�ttyG I match existing controls in the house. A.F.F. 6 I IA LESGI'S T0� I A GIVE SALV GED, ROUND, 50' l — — I I l // E \ \ '� WALL DIMMER A C FRO DIAME R WINDOW SET�N I ` SMOKE DETECTOR IBEL W. I FLOOR E OF ATTIC / I CRICKET ROOF / I C I I / I ® 1 I } Wall Dimmer, mounted vertically. Match existing in use ® Electrician to supply and install hard-wired smoke/heat 1� FLOOR & CEtd-�R�B' I L_ v 11\J I UNDER THE ROOF I r` / I I I OPEN 0 ABO / in house. For grouping of devices, use multiple-device detector to comply with all local and state L — — HIGH , o I ` » v _ I cover plate. Device supplied by owner and will match requirements. I I I / I I I !'8 D1i�'+/ existing dimmers in house. CARBON MONOXIDE DETECTOR II I W / ` ` I EXTERIOR DUPLEX RECEPTACLE OUTLET Electrician to supply and install hard-wired carbon I b / r 43• W/ WEATHERPROOF COVER monoxide detector to comply with all local and state g / / DUPLEX RECEPTACLE OUTLET requirements. Pf�OVIDE ALL NECESSARY r EL CTRICAL SERVICE I Decora white Outlet and wallplate to match existing in ASSOCIATED WITH THE l , house. Mounted vertically in the wall at height as in GFI GROUND FAULT INTERRUPT A C EQUIPMENT HERE / —� -� I I existing house, unless otherwise noted in adjacent All bathrooms, /( I /-'- \ � g � kitchen, and other wet locations shall I A AND OUTSIDE. INCLUDE / EL 9' EL 9' I symbol. Confirm placement w/ Arch't. where conflicts be completely protected with GFI protection. Outlets A DEDICATED LIGHT & ( STORAGE I arise. Outlet to be grounded. Where there are shall be protected at the device as well as at the SV�ITCH FOR CONVENIENCE of SERVICING. / B �B B I I multiple outlets, use multiple-device coverplate. panel. g / 700`°"' QUADRAPLEX RECEPTACLE OUTLET Mounted vertical) as per duplex receptacle. Similar in 3, 4 SUBSCRIPT �e I y P P P Placed adjacent to a wall switch or wall dimmer ,� oQ� typical duplex receptacle outlet. denoting three-way or four-way switching capability = — — — — — — — — — — — Outlets to beogrounded. RETAIN ALL ELECTRIC IN THIS WALL a respects e yp u z 3 o m two or three i.e. control from 3 ( different locations `"`/�ia''i....�:v:;v° 'i�rli.".:v.�.z:aiwz ✓e,.�l':: s":i%'�ar�.l�.v `i�.::ti'lia/�}i�T!f '�' � "��ri6..,. �ar�.u/i. Ga✓ �— � � —�— � O EDGE{Of SAVE ABOVE J ) J S SUBSCRIPT ® PIPE CHANNEL I <Zo Denotes outlet, switch, device, etc. to be on a totally A smooth continuous pipe 2-1/2" interior diameter for \ \ II I a-:� separate circuit. The capacity of such a separate the passing of future wires from the basement. / P-1_ _FIRST FLOOR ELECTRIC PLAN _ _ /4, I b 000f circuit shall be 15 amps, unless otherwise noted 1 I 3Fv adjacent to the electrical symbol on the Plan. SCALE: 4if = 11011 NORTH ROOF BELOW �1 ZX� 1 I I I = I wwZ CARBON MONOXIDE DETECTOR P-3 \� ATTIC ELECTRIC PLAN _ _ 1 SEPT. 2020 I III I U_0� _L W-1 SCALE:/4' = 1'0" - - - - - - -- - - - - - - I m I �a \ 0 1' 2' 3' 4' 5' 10, 15, .................................................................... — — — — , 0 1' 2' 3' 4' 5' 10, 15' I F_ / -I SWITCHED IN OFFICE 0 I I I F I \ F II — — _ --I- - — ..................... ............ ............................ ............. r 32" WIDE WINDOW 8' POURED FOUNDATION WALL I z 6S 6 6 � [ I000 NFO; I I I da I I I ATCH :•: A I _ 3 g►-m I I t3 c o zaXa ACCESS TO CRAWL SPACE m I,z 20 I I, I I — �1 — zIW- a O F-z J Q Q loam BASEMENT -�1� ,� SITTING AREA a CL. o ao�3 z a Ld ¢z \ I I IN�N� C ® c I I I p_7 REFLECTED CEILING PLAN of Bedroom �- z \ 3 olXWo�� — -___ I I I I W SCALE: 1/4"' = 1'0" I I I J v ` Z \ / `j \\\ do-I EXISTING HALL I I OI 11 3" teel Lally Column to be replaced. BEDROOM \ I--B� /J\ \� ,�-T m II I FBII 0 3 C � / �EE �1 o I I rI L_ I J - - I \ �/ I RAILIN NI ' I I I� I =N EXCAVATE FOR NEW I I IATTI¢ IGHTS ��\OPEN BELOW O // II N COLUMNPER ENG NER'S I FOOTINGS ASI I I — I III n ✓� Q 1 I I I I a DRAWINGS. SHORE ( TRIMMED OPENING L — — — \ C / — Q (� 1 SEPT. 2020 3 I J I ( THOROUGHLY PRIOR TO G, �� — J — C - o 1 I I W INSTALLATION OF z A I I ( a I COLUMN & BEAM I s �� \ z I t BATH roe \ MECHANICAL ROOM I -� C rA o I I I m — � uI B MEo� JI J I � I (— UNTIL NEW ROOF IS IN d I o IcaB r� d o _ ELECTRIC PLANS a I U HOT WATER HEATER PLACE, PROTECT ([�I LAU N D R Y = I I � I FURNAC I I MECHANICAL I� FI I r- I I I EQUIPMENT AND a I SW I BASEMENT, 1st FLOOR, 2nd FLOOR, ATTIC U / 1 WE _TANK I I I CIRCUIR BREAKER CL' 1@ ( S DFbS L_ — J S� S�GFIa FI 15 mps 30 1ps I I — — — — _ — PANELS FROM WATER — _ _ — _ — — — — L —'EXMrNG-" PMRED'FOUNDAMN-WALE I &WEATHER DAMAGE. _�_ — — — "N — — — — — — — mmiawam- - - - - - - I� - - - - - - -,� edge of existingCANTILEVER FLL \ \ — 9 — BULKHEAD STAIR to GRADE J ADDITION to 4445 HALLOCK LANE MATTITUCK NY 11952 rP-4 BASEMENT ELECTRIC PLAN / / P-2 SECOND FLOOR ELECTRIC PLAN— , 1 SEPT. 2020 W-1 SCALE: If = 11011 NORTH W-1� — — — — NORTH 0 1' 2' 3' 4' S' 10, 15, WALL TYPES 2 3 4 5 0 15, DOUGLAS PEIX, ARCHITECT; Q NEW FOUNDATION P.o.Box1444 MATTITUCK, NEW YORl 11952 MIUM Phone: 646-643-9888 info@dougpeix.com path: [computer/share/YODA/AA EDGE WEST WING ::: LESS- 16 July 2020.dwg] W-1 3' xTx12"e/w r-------------------------- No.5 Rebar 14" OC ENV I ► I I ► I I I I I ► I i earn Pock at I I I I I I I o L-- —_J I I ti I I 8' POURED FOUNDATION WALL I I I I I I 4_1 6' x6' x12" e/w 17, Rebar 13"OC E/W —b -I-- — I------ --/No.5 NORTH BASEMENT ► ► I I 5'-0"► — i i _ _ -, Framing Notes:�� + iv I I 2 x 2' 12" ► The contractor Is to verify all measurements in the field and any discrepancies are to be brought to the N I I I A attention of the Engineer prior to construction. ► ► S-1 I I r_ — — Wood Framing i —Q i— — 3'x 3'x 12"e/w I ► _ 1. All lumber is to be No. 2 or better Douglas Fir Larch (N)with the following minimum specifications: MECHANICAL ROOM �IaD No.5 Rebar 14 OC ENV 6x6 POST TO SUPPORT NW CORNER I I --- CORNER OF DRESSING ROOM. POST I I r TO BE SEATING ON EXISTING FOUNDATION. I ► � r I _ .� Fb = 825 psi I ► i I I Fv= 95 psi I I o I I I ► l ► Fc perp = 625 psi I ► '� l I E = 1,600,000 psi I ► I I I I Pock0 2. All Parallam (PSL) Lumber is to have the following minimum specifications: r------------------------/earn ----- ® ------- ® i Fb=2,900 psi l ------- ► r— --------� I r— —, --------------- I I I I I I Fv= 290 psi 10'-8" ® t i Fc perp= 750 psi I I (3) 1.75 x I I E =2,000,000 psi 7.Flush LVL L__ __ X J 2. All Microllam �(LVL Lumber is to have the followingminimum sp specifications: I � Flush I I I ti J U) Lo Fb= 2,600 psi ..N LL ► Ico I BASEMENT Fv= 285 psi I I I I Fc perp= 750 psi 1st Floor Framing Plan ; ® ; ' _ Lo ; � r---- ----- E = 1,900,000 psi r- J N 11 I r- � HSS 5 x 51 x U ► 3. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in I I a 11- i �; i accordance with the manufacturer's specifications. $" O Simpson TITEN 4 St I Pip a EXISTING 2x8 FLOOR I � j Anchor Bolts 25" OC in 8' o t r ► 4. All TJIs are to be installed in accordance with the manufacturer's specifications and shall include End Zones 29" OC in I ► I o EAST/WEST 12"OC. I x squash blocking and web stiffeners at bearing points on girders and other load bearing areas. Interior Zones 00 FLOOR ABOVE IS FOUR L—_—_ ti__J I I r— w a 5. All straps, connectors, plates, bolts, nails, etc. are to be galvanized or stainless steel. Designated Same Elevation as —Copper Termite Shield PLYWOOD&WOOD. pp � � � � connectors, strap etc. on these drawings are made by Simpson unless indicated otherwise. All Existing Foundation mmi ® connectors, straps etc. are to be nailed/bolted in accordance with the manufacturer's specifications. I I 2x8FJ 2 6 MCQ sill I 16" OC MECHANICAL ROOM —+ - 6. All floor sheathing is to be 2Y32 inch AC type plywood, tongue and groove,with an APA span rating of ° d ► I t I ► 48/24. Floor sheathing shall be glued and screwed to the floor joists (6" O.C. edges and 12 " O.C. 4"0 Sidit Pip ► ► field . 7. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be nailed with 10d I I common nails 6"O.C. edges and 12"O.C. field. Expansion Joint I I 00 and Joint Sealer ' �--------- ► ® Li 8. Solid blocking is to be installed every 8' max or mid span of all floor joists with spans exceeding 8'. 2" Rat Slab 8„ ° 9. Double joists are to be installed below parallel walls. ° 10. Blocking is to be installed at all point load bearing points. 11. Walls are to be framed with 2x6 inch studs spaced 16 inches OC unless indicated otherwise. Subbase-Compactable Fill 12. All bolts nuts and washers are to be hot dipped galvanized. Mil Vapor Barrier 1,4. 1st Floor Framing Plan 10" 16" 2) No. 5 Rebar (��ScaI7 tion Section S. PORCH 12 2„ „ 2„ HSS5X5X1/2 12"X12 "X4" Base Plate Foundation Notes: O i � 6" The contractor is to verify all measurements in the field and any 1— _ 14 "X 14" X 4" _ Design Loads: discrepancies are to be brought to the Engineer prior to Base Plate N construction. 2" I 1 14" 5„ O Simpson TITEN Roof and Attic-Live Load -20 psf Anchor Bolts - Dead Load- 15 psf 1 -All concrete 4,000 psi after 28 days minimum. 4'10 Std. Pipe/ 5"O Simpson TITEN -, -- Anchor Bolts 2„ 1 st&2nd - Live Load -40 psf �: ( ., ;; / 2 -All rebar ASTM A-615 Grade 60. 4,000 PSI Non ---,-� j 4 000 PSI Non 3„ Shrink Grout - Dead Load - 15 psf , ! Steel Base Plate Pedestal t virgin soil. The 2„ (2„1 1 Shrink Grout a Wind Loads- 135 mph -ASCE-7 3 Footings are to be installed on undisturbed g Steel Base Plate l � 11 bottoms f all footings are to be installed a minimum of 3 below a Pedestal MWFRS - Method 2 0 0I ► .... .. , • _ �.._1....,� gradeI indicated therwlse. T unlesso ° i t Des n Criteria eo ° d 4-All snap off form ties are to be removed and remaining openings ° ° ° � ° ° _ ° 4, °d' ° a are to be sealed/grouted. ° io 4 ° N ° ° d° ° ° * NY t S Residential Code R301.2.1.1 n it z h a d and ut ► ed the methods { d N ° ° and procedures stipulated in Chapter 2 Engineered Design 6-The foundation contractor shall coordinate with the plumbing and ° ° ° ° ° d°° ° d ° 14 d ° 3" and Chapter 3 Prescriptive Design in the 2001 American electrical contractors relative to installation of sleeves and other d d° ° ° ° ° d Forest and Paper Association Wood Frame Construction penetrations prior to pouring concrete. d ° ° ° See Plan Manual (2001 WFCM)for One and Two Family Dwelling Units See Plan 3 and ASCE 7. 7-Backfill along foundation walls is to be clean material and is to be mechanically compacted in 6" lifts to 95% of maximum dry density. No. 5 Rebar 11 - Follow cold weather concrete treatment relative to add mixtures See Plan in accordance with ACI 212.3R. Use Air-Entraining admixtures per B Isolated Footin Detail C Isolated Footin Detail ASTM C260, AASHTO M154 or Water Reducing and Set- Controlling Admixtures per ASTM C494, AASHTO M 194 only. Do not use Calcium Chloride or other corrosive type admixtures. Scale: 1/4" = V-0' Condon Engineering, P.C. Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC 1755 Si sbee Road 444 5 H a I i ock Lane Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing g the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Mattituck, NY Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date : 9-1-2020 631 298-1986 signature and the date of such alterations,and a specific description of the alteration. i I ROOF BELOW 2 2 x 8 Hdr ost Down From Ridge 2 x 10 RR 16" OC 3.5 x 9.5 PSL Hdr 31 i SITTING AREA (2) 2 8 Hdr ® 1.75 x 11.875 LVL BEDROOM ( 2 x 10 R J _ � N ( 16' Or TJI 230/ 11.875 FJ TJI 230/ 11.875 FJ TJI 230/ 1.875 FJ I® 16" OC A � 16 OC 16' C S2 I x 3.5 x11.875PSL u7 _ _ ri � U) do (L _ (2)2 x 1 OFFICE 7 x 11.875 PSL 3.5 x 11.875 PSL X �r, X � ti CO X OR u7 ao �X rc Cal J OPEN TO J X EXISTING HALL 2)1 10 RR X LO TJI 230/ 11.875 FJ 00 1 � > I- > I 1 a~o X ` COO J I BELOW 1 " OC N Un 16" OC � J � � J r N �� � — — — — ;. M _ rn X X X _ _ _ _ 3.5 x 11.875 PSL _ X L 1 `� 5 x 11.875 PSLV7 (2) 2 x 10 N _ _ 3 co I `r' `r' 7 x 11.875 PSL c^o BATH c 1 C X O °' o_ � 0- I I 2x1 f R TJI 230/11.875 FJ `�' "' `n 1 16" oc LO I E LAUNDRY I 16" F OFFICE STORAGE X EXISTING LIBRARY X O X a cq TJI 230/ 11.875 FJ N LO I Lq 16" OC "' I I 1 3.5 x 9.5 PSL Hdr _ 16"OC - - - - _ 16"OC —J -3- x 1-1F875 PSL — —= —33 x-1"75-PSL = — - (2) 2 8 Hdr Attic Floor Framing Plan ost Down From Ridge 2nd Floor Framing Plan ROOF BELOW QRoof Framing Plan m Simpson 1 GU7.25-SDS Ilk Simpson ECCQ66SDS2.5 IM , .25 x 5.25 PSL jj 1� 0(/�� n- l.)L 2 Yy:slb A Connection Details .., Scale Y"= 1'-0" 11 J� Scale: 1/4" = V-0, Condon Engineering, P.C. Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education I I 4445 H a I I o ck Lane Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 1755 Sigsbee Road the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Mattituck, NY Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date : 9-1-2020 631 298-1986 signature and the date of such alterations,and a specific description of the alteration. I I Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2015,Pages 149 and 193) Number of Number of Joint Description Common Nails Box Nails Nail Spacing ROOF NAILING 0 Rafter to Top Plate(Toe-nailed) 3-8d 3-8d per rafter Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d per joist RAFTER Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5-16d each lap 3"No.8 Screws 12"OC Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap 2.5A TOP PLATE Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d per tie Framing Blocking to Rafter(Toe nailed) 2-8d 2-10d each end Simpson LSTA30 Ridg i Rim Board to Rafter End Nailed 2-16d 3-16d each end OR HEADER at each Ra / WALL FRAMING Top Plate to Top Plate(Face-nailed) 2-16d(1) 2-16d{1) per foot Simpson MTS30 Rafter Strap at each Rafter Tail Washer Top Plates at Intersections(Face-nailed) 4-16d 5-16d joists-each side RAFTER • Stud to Stud(Face-nailed) 2-16d 2-16d 24"o.c. • oP PLAT (Typ.) Header to Header(Face-nailed) 16d 16d 16"o.c.along edges f Y2„ Top or Bottom Plate to Stud(End Nailed) 3-16d 2-40d per stud EXISTING PORCH STUD PLYWOOD ROOF BELOW Glass Simpson H2A Hurricane Ties EXISTING PORCH ROOF BELOW at each Rafter Tail Bottom Plate to Floor Joist, Band Joist, End joist or Blocking(Face-Nailed) 2-16d (1,2) 2-16d (1,2) per foot Plastic-Coated Permanent FLOOR FRAMING Wood Screw Anchors Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per joist Bridging to Joist(Toe-nailed) 2-8d 2-10d each end Glass PORCH ROOF BELOW Blocking to Joist(Toe-nailed) 2-8d 2-10d each end Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block '/z°Plywood Ledger Strip to Eeam(Face-nailed) 3-16d 4-16d each joist Q Q Q( Q Q ( Q sru BOTTOM Framing Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist PLATE / Band Joist to Joist(End-nailed) 3-16d 4-16d per joist I I I Q I / Band Joist to Sill or Top Plate(Toe-nailed) 2-16d (1) 3-16d (1) per foot z 0 Exlsn G ROOF Q RIM JOIST ] / ROOF SHEATHINGTP z PLATE FIX Washer Structural Panels(See Notes 4,5 and 6) (TvD.) " "6 edge/12 field Q z z , Interior Zone 8d 10d 9 � Q ( Q Q I Q Perimeter Edge Zone 8d 10d 6"edge/6"field O 3"No.8 Gable End Rake with up to 1'Rake Overhang 8d 10d 6 edge/6 field ( Simpson ST22 Strap screws 12"OC CEILING SHEATHING � I Q � Qz E7(I3TING ROOR Detail A-Typical Attachment of Plywood Openings I I I O CRICKET I Typical 2nd Floor Protection to Wood-Frame Building Gypsum Wallboard5d coolers 5d coolers 7"edge/10"field WALL SHEATHING — �-- — — —� — — — — E-- — — —� — Strapping Detail NTS O ( s O I O I Note: In Lieu of Screws,Lugs with Nuts and Structural Panels(See Notes 1,2,and 3) 8d 10d 6 edge/12 field Q O EXIS ROOF I Washers May be Used 5d coolers 5d coolers 7"edge/10"field Gypsum Wallboar Light FLOOR SHEATHING Wood-Frame Structural Panels all 1"or less 8d 10d 6"edge/12"field PORCH ROOF BELOW (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules shall be used where wall sheathing nailing is reduced. For example,if wall sheathing is nailed 3 inches on-center at the panel edge 8" Q)Anchor Bolts 25" to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall OC in C in Interior Zones End Zones 29" " be used to maintain load path. (2)For wall sheathing within 4 feet of the corners,the four foot edge zone attachment requirements shall be used. SIMPSON LSTA36 (3)Tabulated 12 inch o,c. nail spacing assumes wall sheathing attached to stud framing members with 0.42<G<0.49. STRA ' (4) For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,the 4 foot SIMPSO STRAP perimeter zone attachment requirements shall be used. Simpson (5)Tabulated 12 inch o.c. nail spacing assumes roof sheathing attached to rafter/truss framing members with G>0.49.For Typical W B Wall and framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. Zone 1 Zone 2 Zone 3 ( )6 For winds speeds greater than 130 mph, blocking Is required which transfers shear load to two additional rafters 3 rafters in Sill Strapping see P - 9 p 9 � q ( �� �� �� total). Field 6 OC 12 OC 4 OC Detail X��\/ (7)For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. Panel Edges 6" OC 6" OC 4" OC Plywood Openings Protection; Nailing Requirements for 130 MPH, 3 Sec. Peak Gust, Thickness Depends on 2" Thick Roof Sheathing with 8d Common Nails or 10d Box Nails Window Opening Width(I) n Strapping Details Roof Sheathing Nailing Details SCALE: 1/4"=1'-0" Alternate to 120 MPH Certified Window Installation Scale: 1/8"=1'-0" Plywood Panel Window and Door Protection for Woo Framed Buildings 101 J • Scale: 1/4" = Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education 1'-0' Condon Engineering, P.C. Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJ C 4445 H a I I o ek Lane Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 1755 Sigsbee Road the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Mattituck, NY Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date : 9-1-2020 631 298-1986 signature and the date of such alterations,and a specific description of the alteration.