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HomeMy WebLinkAbout43224-Z ;Et;a,, ��O�gt1EFOl,fC��y Town of Southold 7/20/2020 0 P.O.Box 1179 53095 Main Rd 5% Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41275 Date: 7/20/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 855 Lupton Pt Rd,Mattituck SCTM#: 473889 Sec/Block/Lot: 115.41-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/8/2018 pursuant to which Building Permit No. 43224 dated 11/15/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including"as built"dining room and"as built"deck, to an existing one family dwelling as applied for. The certificate is issued to MacDonald,Neil&Amelia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43224 3/3/2020 PLUMBERS CERTIFICATION DATED 2/14/2020 tt e Bu din edSignature SUFEn1K TOWN OF SOUTHOLD ��o� cOdy BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43224 Date: 11/15/2018 Permission is hereby granted to: Kreiling Fmy 2007 Iry Tr PO BOX 757 Mattituck, NY 11952 To: construct interior alterations to existing single-family dwelling as applied for. At premises located at: 855 Lupton Pt Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 115.-11-5 Pursuant to application dated 11/8/2018 and approved by the Building Inspector. To expire on 5/16/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $272.40 CO -ALTERATION TO DWELLING $50.00 Total: $322.40 Building spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of pr perty with accurate location of all buildings,property lines, streets, and unusual natural or topographic featur 2. Final Approval from lth t. 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. 7 New Construction: Old or Pre-existing Building: (check one) Location of Property: gSS POl,Al P aD MAV � z,6,r-G House No. Street Hamlet Owner or Owners of Property:_ /��1E/� e--If�?P.KJd� b Suffolk County Tax Map No 1000, Section Block / Lot Subdivision /l_! Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: p Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �70 Applicant Signature Of so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.deviinO-town.southold.nv.us Southold,NY 11971-0959 �® BUILDING DEPARTMENT TOWN OF SOU'THOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Neil MacDonald Address: 855 Lupton Pt Rd city:Mattituck st: NY zip: 11952 Building Permit#: 43224 section: 115 Block: 11 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Modern Electric East License No: 4253-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 55 Ceiling Fixtures 15 Bath Exhaust Fan 3 Service 3 ph Hot Water GFCI Recpt $ Wall Fixtures $ Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 49 CO2 Detectors Sub Panel 100A A/C Blower 2 Range Recpt Ceiling Fan 5 Combo Smoke/CO 3 Transformer UC Lights $' Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 5$ 4'LED Exit Fixtures Pump Other Equipment: Electric Floor Heat, W /D, Fridge, DW, Micro Notes- Inspector Signature: ` Date: March 3, 2020 S.Devlin-Cert Electrical Compliance Form 0�*V$Q(%TQ� .. Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 NT`(,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD � - 5 MA X,2020 CERTIFICATION Building Permit No. 3 2 o7 A. Owner: nil (Please print Plumber: CJ - r - - (Please rint) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this i day of FTL , 20 i � Notary Public, W44�2C4<0u.nty MEIANIE V BROWN Notary Public,State of New York No.01 BR4908712 I Qualified in Suffolk County Z Commission Expires October 19, + J F SOUtyo -- - # TOWN OF-SOUTHOLD BUILDING DEPT. °y�ournv ' 765-1802 YV. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND - [ ] . UL"ATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [' ] FIRE-SAFETY INSPECTION- ` - [ , ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O ' w l EMARKS: I (A VS 1� is 1-v DATE 2115 INSPECTOR y , TOWN OF SOUTFIOLD BUILDING DEPT. °`ycourm '�� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ " ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ]' FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: , O 7(-C--T I�A 5r 6 tAl Jo a let p tnt".0, ol � � 1 DATE " �/? � `)-"> INSPECTOR r 1 ! I sn # TiOF SOUTHOLD BUILDING DEPT.' ��coN 765-1802 INSPECTION[ ] FOUNDATION IST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL i [ ] FIREPLACE & CHIMNEY ' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION PI PRE C/O REMARKS: �l ►2b�' S�i411/ auTL�iT� . DATE INSPECTOR * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND -1 SULATIOWCAULKING [ ] FRAMING /STRAPPING IL; FINAL [ ] FIREPLACE & CHIMNEY-, [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 6g DATE 1 �� INSPECTOR civ SOF So TOWN OF SOUTHOLD BUILDING DEPT. °`ycourmN�' 765-1502 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE ESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: in bt4440 r qk-,-1 4E,47% 0 V// { ,✓, C4V(king DATE INSPECTOR �o��OE SOUryo� # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `y^ourm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VRkATjON [ ] CAULKING REMARKS(0 ) Av- Ply ti kY)j—iVAM s to woA DATE INSPECTOR SOUIyo ire l * * TOWN OF SOUTHOLD BUILDING DEPT. IUIgG �pa courm��'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PI-BG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR ` afq SOUK, �o� olo # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [VI/ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION _ [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS. Um b ` Q I dy::�) DATE -&64,)m!2 INSPECTOR 56 Wfc I T E C T S Partners Steven R.Saramero,AIA,LEER 4f February 26, 2020 Ned A.MacDonald,AIA,1-EED AI' Eldon W Smith,AIA Robert F Heymach,AIA Partners,Emeritus William F Collins,AIA Thomas Turkel,AIA Building Department Senior Associate Town of Southold Christopher M Crans,AIA,NCARB Town Hall Annex Associate 54375 Route 25 William S Brady,AIA,LU D All P.O. Box 1179 Southold, NY 11971 Re: Building Permit No.43224 MacDonald Residence Interior Alterations and Window Replacement 855 Lupton's Point Road Mattituck, NY 11952 SCTM#1000-115-11-5 To Whom it May Concern, Attached for your consideration, please find one original copy of the updated property survey dated February 14, 2020,a copy of the Plumber's Certification of No Lead,and copies of the final building Inspection and electrical inspection.We have contacted the Town of Southold Board of Trustees to schedule a final inspection and await completion of same. As requested by the building inspector, please also accept this certification that our office has inspected the insulation,caulking,and foundation and found them to each to be in accordance with the approved plans and applicable provisions of NYS Building Code. Please advise if there are any Items(aside from the pending Trustees signoff)that you may require in order to close out this permit.Should you have any questions or require any additional information, please do not hesitate to contact me at(516)658-0453 or via email at neil.macdonald@wfcaia.com. Thank you advance for-yo this,matter. �E ARC Kind Regards, �j'�� R - Neil'MacDonald, D -� - 5 2020 ��q�, 0269 1% A0 MAR F of NES 12-1 TECHNOLOGY DRIVE EASTSET'AUKET,NY 1 1733 PH 631-689-8450 FAX 631-689-8459 WWW WFCAIA COM • e . 'FOUNDATION. - . MIMI PLUMBING MTN& MR MA mils TWIMMMpKi INSULATIONi� Iv ENERGY. . .D ADDITIONAL • WIR ' w r 1! � 1 Of ,r v: TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20_L Mail to: Disapproved a/c Phone: Expiration 20 g n pector DI a�L APPLICATION FOR BUILDING PERMIT November 6, 18 Date , 20 NOV - 8 2018 D INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of p s 19' �at o scale. Fee according to schedule. i on of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,i a c ion) 15 Blueberry Ridge Rd. Setauket, NY 11733 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Owner Name of owner of premises Neil and Amelia MacDonald (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 855 Lupton' s Point Road, Mattituck, NY 11952 House Number Street Hamlet 115 5 County Tax Map No. 1000 Section Block 11 Lot Subdivision n/a 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 Residence b. Intended use and occupancy Residence 3. Nature of work(check which applicable): New Building Addition Alteration x Repair Removal Demolition Other Work 4. Estimated Cost $50, 000 Fee (Description) (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor If,garage, number of cars 2 (existing) 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. n/a 7. Dimensions of existing,structures, if any: Front 6 2 ' -3" Rear 62 ' -3" Depth 261 -011 Height 21'.3 T - Number of Stories 2 Dimensions of same structure with alterations or additions: Front 62 ' -3" Rear 621 -311 Depth 261 -011 Height 21 .3 ft Number of Stories 2 8. Dimensions of entire new construction: Front n/a Rear ! D'eptli i Height Number of Stories 9. Size of lot: Front 100 . 00 ' Rear 40 . 07 ' Depth 18 3 . 2 3-J 10. Date of Purchase Oct . 12, 2018 Name of Former Owner Kreiling Family 2007 Irr. Trust 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO x 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO x Neil & Amelia 15 Blueberry Ridge Rd. 14. Names of Owner of premises MarT)nnaI d AddressSetauket, NY Phone No.631-476-4785 Name of Architect WFC Architects Address Phone No 631-689-8450 Name of Contractor TBD Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES x 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 x NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. attached 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO x * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) Neil MacDonald being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (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 will be performed in the manner set forth in the application filed therewith. Swo to�bfore me thisX1 / day of Y 20 r_�M�r)b 1-d MAR`(JO Notry Public NOTARY P C_,C STATE OF IJEW YORI< Signature of Applicant ntoL -J IN SUFrOLK COUNTY REG #f 01TE6035194 MY C +p4,4 EXPIRES 12-2�-20 -h e* r �A' � ,Y�• f+t�, �4 rrf P rf oy _ '�'� •r� f 1' - �. ` •` ''BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO.'9429 DATE:'APRIL 11,2019 ISSUED TO: NEIL&AMELIA"MAC DONALD ' PROPERTY ADDRESS' 855 LUPTONS POINT ROAD,'MATTTTUCK 7. _ SCTM# 1000-115-11-5 ' AUTHORIZATION' Pursuant to the.sprovisions.of Chapter 275 of the Town Code of the Town of Southold and in j accordance,with the Resolution of the Board of Trustees adopted i't the meeting held on April 17,2019, and in consideration of application fee`in'the sum of$250:OU'paid by'Feil & Amelia MacDonald and'subject to the Terms and Conditions as stated in the Resolution,the Southold Towri Board of Trusiii&authorizes and permits the following: k Wetland Permit fo'r`the'esxistinggtwo-story,•26'x26'dwellirig`with one=story 443"x15'5=1/2" addition with a 2'x9.5' bay window;two=story 20'x201'we9t1adHition with 9'x4' bump-out,and -� 41x8' front stoop; existing 22.3'x22.2'garage with 51x20' breezeway to dwelling; existing 12'11- "•` _ 1/2"x9'1/2"deeli`with Aeps,td grourid''dritthe''sbaward sid'e'of dwelling to'6e'reduced iriisize to be approximately 12'11-1/2"x9'1/2"with steps to ground approximately 3'10"wide by'5V' ' long,and replace the hand railing; existing on-grade 201x10' (irregular) patio on seaward side of dwelling;existing front brick walk and gravel,'d'rivewayton'=g`r""ad`e-"gdf dwelling; install a 1'6"x18'8-1/2"cantilevered bay window on�iidrth'1side°6f dwelling;with'thd condition of the installation of gutters to leaders to drywells to contain run-off; and as depicted on the y revised`site plan prepared by Pinnacle Land Sdrveyors LLP'd.A6d'May%2019,'and•stamped approved bn May'8;2019. 1 ' o ..- ic' ' 1'! - J _ .s, •. fi=r •�'� - IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal-to be affixed,.,- and these presents to be subscribed by a majority of the said Board as of the 8thh day of May,2019. r - C*coo -, 4 .�,M c:. •.+241' _ .r��i0•,.r�l '.j.,rrt�l t 'h ,4. :f:�`' - ��':5:.eh•'.4 �;/ $le+• r' Glenn Goldsmith,President QF S0(/Jy Town Hall Annex Michael J.Domino,Vice-President ,`O ��� 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III 1 [ Southold;-New York 11971 A.Nicholas Kru ski P G Telephone(631) 765-1892 Greg Williams �'� �� Fax(631),765-66,41. BOARD OF TOWN TRUSTEES MAR - 5 2020 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1694C Date: March 1, 2020 . TRIS CERTIFIES that the existing two-story 26'x26' dwelling with one-story 14'3"x15'5- 1/2"addition with a 2`0.5' bay window,two-story 20'x20' west addition with 9'x4' bump-out, and 4'x8' front stoop, 22.3'x22.2'garage with 5'x20' breezeway to dwelling; existing 12'11- 1/2''x9'1/2"deck with steps to ground on the seaward side of dwelling to be reduced in size to be appraiimately 12'11=1/2"x9'1/2"with-steps to ground approximately 3'-10"wide by 5-'_ replace the hand railings existing on-rade 20'x10' (irregular) patio on seaward side of dwellm�• existing front brick walk and gravel driveway on-grade landward of dwelling; install'a 1'6"x18'8-1/2" cantilevered bay window on north side of dwelling;with the condition of the installation of gutters to leaders to drywells to contain run-off; At 855 Luptons Point Road, Mattituck Suffolk County Tax Map#1000-115-11-5 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 7, 2019 pursuant to which Trustees Wetland Permit#9429 Dated April 17,2019,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The'project for which this certificate is being issued is the existing two-story,26'x26' dwelling with one- story 14'3"x15'5 1/2" addition with a 2'x9.5' bay window,two-story 20'x20' west addition with 9'x4' bump out and 4'x8' front stoop,• existing 22.3'x22.2' garage with 5'x20' breezeway to dwelling; existing 12'1 1 1/2"x9'1/2" deck with steps to ground on the seaward side of dwelling to be reduced in size to be q_prgximately 12'1 1 1/2"x9'1/2"with stems to plound approximately 3'10"wide by 5'0" long, and replace the hand railing; existing on-grade 20'x10' (irregular)patio on seaward side of dwelling; existing front brick walk and gravel drivewa�on-grade landward of dwelling,• install a 1'6"x18'8-1/2" cantilevered bay window on north side of dwelling; with the condition of the installation of gutters to leaders to dDmells to contain run-off. The certificate is issued to Neil &Amelia Mac Donald owners of foresaid jVoperty. Authorized Signature Q, Qvo,"h "Yoc. j! 40 qjm,� Ala, A" a an VA f I" MY4 MY , ,�# a 7W ti�.. way 0 eW Outhol-c'L 0 c ,APPU 0 ADO Sei WU5$TED'SY;- aio compan me. I— J .. ..... LAY! W-'--0 afn 17 V OWL v Z, IWO NvAurRON n 1" J ...... ....... -T Add 'v IV 4 oh Y 10TAZY E Q 7 17 KAI. bE$OF WWI mi 6060, AK Q 6`4 X: , A de�'Ak% 'Pit ,mt1or A , 7 070 , ST 7 emP fif6fttimam"011�1 QQ Of 2 IRS con r ,d 4,)ipkiv� ea % NOW A V186-�fti,Rtc 44 u 77 A N Add MIT .... . IT k AF ji W Sn" oil 1;W O�v­ 4 OWN 71 & ®��pF 50(/P�,®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Ar Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT February 14, 2020 TOWN OF SOUTHOLD Neil MacDonald 15 Blueberry Ridge Rd. Old Field, NY 11733 V RE: Certification letter from an architect or engineer is required for foundation, insulation & caulking. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) X Electrical Underwriters Certificate. :. s A fee of$50.00. Final Survey with Health Department Approval. X Plumbers Solder Certificate or Pex Affidavit ---�.l X Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 43224-Z Alteration/Additions rhe offsets or dimensions shown from structures to the property Innes are for a specific purpose and use,and therefore,are riot intended to guide in the erection of fences,walls,pools,patios,additions to buildings and any other construction Subsurface and environmental conditions were riot examined or considered as a part of this survey Easements,Rights-of-Way of record,If any,are not shown Property corner ITIOnUnielItS were not placed as a part of this survey Certifications on this survey signify that the survey was prepared In accordance with the current existing Code of Practice for Land Surveys adopted by the New York State Association of Professional Land Surveyors,hu The certification is limited to persons for whom the survey is prepared,to the title company,to the governmental agency, and to the lending institution listed on this survey Said certifications indicated hereon are not transferable DEEP HOLE CREEK S � RS A� -0>- �N F 0 \ F �o�O4 \\ MONUMENT �o V / FOUND s � �� •OO STEPS <OOSFS� FE 2 0'E FE Me\NOe 0 9'W 0 MONUMENT 0 FE FOUND 0 3'W (OQ � J W W z �V MASONRY PATIO LLl LI U 20C W N 263• W (WALKOUT J 0 3 J 3 o BASEMENT) h 0— W � 0 N °' wooDCKD d' Z� 2 0 x SHOWER pw�roRy STEPS ZQ� 0 FENCE 0 6 4, _ 46, J[g5s G 1r 14.1 1 5.4• O J 0 OM o 1 src- 7«f f 0 JMASONRY f i STORY ^ 1ST FLOOR l� 0 T —e 26 3 f / OVERHANG Z W I �¢ I STOOP or w x = I FUEL 143, z Z o� l o I TANKS LL g m / A l i MASONRY o W 22 3' _ W z 0 O Z n 0w a Y1 411— Y GARAGE N 1 U N N 01 0 6 22 3' N ' Yg� 0 4'E 4'E i I GRAVEL �! I DRIVEWAY N FE \20. MOONUMENND T ® I 1 7'E - HEDGE VINYL ENCE WATER _ MONUMENT OHI OH OH METER UH OH ez OHOHOH—FOUND — — — _ 79'45'10�W 100. 0' WE LU PTON POINT ROAD (LUPTON'S POINT ROAD, 20' WIDE R.O.W) 0 Certified to: Title No.: PA15931S Date Revision NEIL A MACDONALD AMELIA MACDONALD STEWART TITLE INSURANCE COMPANY Unauthorized alteration or addition to this survey is a violation of Section 7209,sub-division 2,New Tax Map:DISTRICT 1000 SECTION 115 BLOCK 11 LOT 5 York State Education Law Situate:MATTITUCK,TOWN OF SOUTHOLD County:SUFFOLK ddPINNACLE D � Map of: DESCRIBED PROPERTY LAND SURVEYORS LLP Map Lot: Map Block: File Date: File No.. ✓SCL'® ~- �1 � � 41 55 VETERANS HIGHWAY, SUITE 1 1 1531 648 9273 Scale: 1" = 20' RONKONKOMA, NEW YORK 1 1 779 WWW.PLSLI COM Copies of this survey map not bearing the land surveyor's ernbossed seal arid signature shall not Date:SEPTEMBER 26,2018 Project No.: 180313 © 2018 PINNACLE LAND SURVEYORS LLP be considered to be a true and valid copy The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are not int nded to guide in the erection offences,walls,pools,patios,additions to buildings and any other construction Subsurface and environmental conditions were not examined or considered as a part of this survey Easements,Rights-of-Way of record,if any,are not shown Property corner monuments were not placed as a part of this survey Certifications on this survey signify that the survey was prepared in accordance with the current existing Code of Practice for Land Surveys adopted by the New York State Association of Professional Land Surveyors,Inc The certification is limited to persons for whom the survey is prepared,to the title company,to the governmental agency, and to the lending institution listed on this survey Said certifications indicated hereon are not transferable DEEP HOLE CREEK S Sir. �TjF�0)sco� 4� (� \ 0 ✓�rFO OF01 !y e°°s 1Z O(vJ OAO MONSU�ENT O-4 MONUMENT FOUND S �O\ �� •OO STEPS °SF ST 4k \ Z FE 2 0'E M\NCf 0 9EW MONUMENT c) FOUND 0 FE 0 3'W O �-- J ir z W Y MASONRY W PROPOSED O PATIO 1ST FLOOR LL W W 200' N �' .� } OVERHANG LLI s (1.5' X 18 T) 0 ' O W v~i ,� 26 3' � O (WALKOUT J IX J �i v EASEMENT)O rn WOOD L O N DEC iETLZ W 0 SHOWER 2 STORY STEPS 0 FENCE x 0 64' D#865 WELLING 1 14 1' O 48 1 3 J T MASONRY 1 V,8J8 ✓ V. 1 STORY N I 1 ST FLOOR OVERHANG 1 Z = I w a I STOOP 26 3' J w 0 0 U I Y I FU 143-EL z TANKS 4 g I of 0] MASONRY = QLnW 22 3' Z `^ r � / a 41 y N GARAGE N 3 Y 0 N N 01 Z ~Q 6 223' �y FE �47t 0 4'E / \ IIGRAVEL N DRIVEWAY N I FE \2O- — MONUMENT H 1 1.7'E EDGE VINYLFENCE _ MONUMENT OHI OH OH WATER METER OH OH m OH OH OH—FOUND _ - - — — — — — — — ,D'E S 79045'10'"`_W 100.00' R ri == r f -- r r /, - LUPTON POINT ROAD FEB - 7 2019 --R aft+ofT<i" Certified to: Title NO.' PA15931S Date Revision NEIL A MACDONALD AMELIA MACDONALD STEWART TITLE INSURANCE COMPANY 1/3/19 PROPOSED ADDITION ADDED 11/13/18 WETLANDS DELINEATED Unauthorized alteration or addition to this survey Is a violation of Section-.7 -sub-division 2,New Tax Map:DISTRICT 1000 SECTION 115 BLOCK 11 LOTS ' Y/ x ®0 Situate:MATTITUCK,TOWN OF SOUTHOLD County:SUFFOLKPINNACLE ('lac Map of: DESCRIBED PROPERTY LAND SURVEYORS LLP r I Map Lot: Map Block: AN® ' g. � File Date: File No::S� � 41 55 VETERANS HIGHWAY, SUITE I I 631 .648.9273 Scale: V= 20' RONKONKOMA, NEW YORK 1 1 779 WWW.PLSLI.COM Copies of this survey map not bearing the land surveyor's embossed seal and signature shall notDate:SEPTEMBER 26, 2018 Project No.: 180313 © 2018 PINNACLE LAND SURVEYORS LLP be considered to be a true and valid copy The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are not intended to guide in the erection offences,walls,pools,patios,additions to buildings and any other construction Subsurface and environmental conditions were not examined or considered as a part of this survey Easements,Rights-of-Way of record,if any,are not shown Property corner monuments were not placed as a part of this survey Certifications on this survey signify that the survey was prepared in accordance with the current existing Code of Practice for Land Surveys adopted by the New York State Association of Professional Land Surveyors,Inc The certification is limited to persons for whom the survey is prepared,to the title company,to the governmental agency, and to the lending institution listed on this survey Said certifications Indicated hereon are not transferable DEEP HOLE CREEK S s1S 00J oo�� oF�,N<,y,T IN, Fj goo �FOa °NIy �v�� O °°s� \\\ ��ar F�eF���cM�^L �O(`LO(vJ O/\O MO SEMENT S`T°�� \\ yT°y� T�(ST � 4 8 MONUMENT FOUND TIMBERSTEPS COOSF�l\ I ry �: 2 FE 2 O'E / ^h Me\ry°F E 0 9W 100 3' DEEP DRYWELL 100 6' DEEP DRYWELL 6"0 PVC PIPE MONUMENT 6"0 PVC PIPE (TYPICAL) O O FE FOUND / p �/ (TYPICAL) D LL_ 0 3'W I/ /�I D --� D \ Q 0 0 I �— O O J U' v W Y X W w MASONRY Q ¢ o PATIO o l.�li li_ WV) 020p V38'����187_� W Q ILLI W `n FLOOR/ .�38• 15 1' ! 3 Q J W = O O ry (WALKOUTRBggEMENi) M OW0 D o O Z 3 o Q J Q °SHOWER 2 STORY STEPS 0 O FENCE X O 64- 'DWELLING 71`855NG 1 14 1 15.4' O — - Q Q OH 1 STY 48, I o N J f 88, v 1 STORY 1S FLOOR T f O RHANG Z = i w 3 i STOOP 28 3 o r 141- J w U MASONRY Z oq 1 0 3 I w I I i MASONRY = Q/ LO w o 22 3' 3 „1 Q Z N o , I a ¢ ry GARAGE 0 0 p 0\ y� n 6 22 3' 3Q FE s' 6 0 4'E / b I GRAVEL N \ I DRIVEWAY N FE \20' MONUMENT I 17'E _ HEDGE VINYL ENCE MONUMENT OHI OH OH WATER METER OH _OH m OH OH OH—FOUND S 79°45'10" W 100.00 — — — — — — 10'E LUPTON POINT ROAD 0 N r � r 'J Certified to: Title No.: PA15931S Date Revision NEIL A MACDONALD AMELIA MACDONALD STEWART TITLE INSURANCE COMPANY 2/14/2020 FINAL SURVEY 1/3/19 PROPOSED ADDITION ADDED 11/13/18 WETLANDS DELINEATED Unauthorized alteration or addition to this survey is a violation of Section 7209,sub-division 2,New Tax Map:DISTRICT 1000 SECTION 115 BLOCK 11 LOT 5 York Stat EducatroLaw VSituate:MATTITUCK,TOWN OF SOUTHOLD County:SUFFOLK &s a�}•.•x�A: ..,ledPINNACLE Ma of: DESCRIBED PROPERTY ; p L A N D SURVEYORS L L P Map Lot: Map Block: File Date: File No.: N S 4 155 VETERANS HIGHWAY, SUITE 1 1 63 1 .646 9273 Scale: 1" = 20' RONKONKOMA, NEW YORK 1 1 779 WWW PLSLI COM Copies of this survey map not bearing the land _f surveyor's embossed seal and signature shall not Date:SEPTEMBER 26, 2018 Project No.: 160313 © 2018 PINNACLE LAND SURVEYORS LLP be considered to be a true and valid copy WARMTH F WOOD THE F ING OF , is mom ri N h 1 Andersen4A Our drive to make windows that are different and better has been at the heart of our company for 115 years, leading us to pioneer new products, set higher standards for the entire industry and ultimately become America's most recognized and trusted brand of windows and patio doors: We design and build quality windows and patio doors that are among the best- performing in the industry—and a favorite among builders and homeowners alike. Our energy-efficient, low-maintenance and long-lasting" products not only offer an array of style options for your home, they are also backed by our renowned Owner-2-Owner"' limited warranty. So whether you're replacing, remodeling or building new, choose Andersen and nothing less. 400 SERIES Time-tested, Classic Wood Craftsmanship. As our most popular products, the 400 Series brings you the best overall blend of performance and style to satisfy just about any window or patio door need. With a time-tested blend of engineering and craftsmanship, these windows and patio doors offer a broad array of shapes, styles and colors to fit any style. 200 SERIES Warmth of Wood at an Uncommon Value. Available in our most popular options and sizes, the 200 Series offers Andersen quality at an uncommon value. r� S r w w r , ♦ i d a a� a t 1 1 1 .mow F _ J 400 Series awning,casement and picture windows with White interiors and White contemporary folding hardware. HOW WINDOWS & DOORS INFLUENCE STYLE If I I i CRAFTSMAN BUNGALOW Your home is far more than a dwelling. It's a design statement that speaks volumes about you. Andersen has perfected the art of creating products that are aesthetically pleasing no matter which style your prefer. Our windows, doors and exterior trim work in harmony, not only with each other, but also with your home's architecture. The end result is an enduring investment—timeless beauty and lasting' quality at an exceptional value. YOUR HOME STYLE It can be hard to put your finger on the exact style you'd like for your home.To help,Andersen has done extensive research into many architectural styles and how windows and doors play a critical role in achieving them.We've compiled it all Into our Home Style Library so you can find the perfect style for your home. Explore our Home Style Library at ARTS&CRAFTS andersenwindows.com/style library -- Arts&Crafts is marked by a sense of the familiar,the handmade, and the"craftsmanship"of design.Home styles in this selection include Craftsman Bungalow, Prairie or Shingle which have the following attributes: •Large glass and single glass openings •Grilles in the upper sash of the double-hung windows "' •Art glass for that distinctive design touch •4 1h"-wide flat window trim with sill nose •Windows and siding are similar in tone;window trim is usually a warm,contrasting color `Visd andersenwindows comMarranty for details. FARMHOUSE As a traditional style,Farmhouse brings you back to the casual,simple,relaxed and delightful homestead of earlier time.Home styles can include both American Farmhouse or Queen Anne which Ell �Tp have the following attributes. •Double-hung windows that are tall and narrow with a simple grille pattern •41h"-wide flat window trim,frequently with a decorative drip cap � � •White and Forest Green windows and window trim colors used in any combination RANCH _ Blending styles is becoming more and more popular, and Ranch homeowners are remodeling interiors to be more contemporary and exteriors to be more traditional.Attributes of this style include: ! •Divided light windows to enhance both curb appeal and interior aesthetics •Double-hung,casement and awning windows used alone and in ribbon combinations •3 W-wide flat or 2'-wide brick mould window trim that typically coordinates with other features such Ll as roofing or masonry MODERN ' Modern style incorporates clean lines,simple forms and open floor plans.Home styles include Industrial Modern,International Modern and Miesian Modern . which have the following attributes: •Expanses of glass to heighten the interior ri and expand space and light •Casements and awnings are widely used window t types in Contemporary homes ' •2'-wide brick mould window trim used to minimally highlight the windows or to create a shadow line COLONIAL Colonial today refers to a host of blended designs and highly popular styles including Georgian/ Federal and Cape Cod.In fact,many homeowners are remodeling other styles of homes to look more colonial.Attributes of this style include: �� •Dormers and divided light double-hung windows _ 7t � :Clapboard siding and shutters ® Fan light over entry door •31/z'-or 41/2'-wide flat window trim, +! ' often with a decorative cornice •White or Light Gray windows with stark, contrasting window trim 4 r , i _ law Am s. T7 4 400 Series casement,awning,picture and Flexiframe'windows with Black exteriors. 400 SERIES AND 200 SERIES EXTERIOR AND INTERIOR OPTIONS EXTERIOR OPTIONS` Our Perma-Shield®exterior cladding system, a time-tested Andersen innovation, offers low-maintenance and durability while also providing an attractive appearance. White Canvas Sandtone Terratone Forest Green Dark Bronze Black INTERIOR OPTIONS` The interiors of all Andersen®windows and patio doors are available in unfinished stain-grade Pine or with a long-lasting;' low-maintenance White finish. Select windows are available with a Dark Bronze or Black`finish. 400 Series Woodwright®windows and Frenchwood®patio doors can also be ordered with unfinished Oak or Maple interiors,while 200 Series Perma-Shield®gliding patio doors feature matching interiors and exteriors. Pine oak Maple White Dark Bronze'a Black'z w •^ w Design your window at andersenwindows.com/design-tool Some products are not available in all colors or wood species See your Andersen supplier for details "Visit andersenwindows corn/warranty,for details 'Dark Bronze and Black interior units have matching exteriors.tNot available on 400 Series Woodwright double-hung windows. OPTIONS & ACCESSORIES WINDOW HARDWARE TIMELESS BEAUTY Whether replacing, remodeling or building new, our hardware options enhance your home's decor. Choose from a variety of hardware designs ranging from traditional and classical to simple and contemporary. ANDERSEN" �``�•�_ HARDWARE FINISHES Choose window hardware finishes that complement , r your home's cabinetry, lighting and room decor. Antique Black Brass Bright Brushed Brass Chrome 0 0 Contemporary casement folding hardware in Satin Nickel finish. Distressed Distressed Bronze Nickel 0 Gold Dust Oil Rubbed Bronze Polished Satin Chrome Nickel Stone White Distressed Bronze and Oil Rubbed Bronze are"living"finishes that will change with time and use. Printing limitations prevent exact finish replication See your Andersen supplier 7 for actual finish samples DOUBLE-HUNG HARDWARE OPTIONAL 400 SERIES DOUBLE-HUNG HARDWARE' 400 SERIES WOODWRIGHT"'WINDOWS TRADITIONAL Hand Lift Finger Lift AM & Antique Brass I Black I Bright Brass Bar Lift Brushed Chrome I Distressed Bronze Antique Brass I Black I Bright Brass I Brushed Chrome I Distressed Bronze I Distressed Nickel Distressed Nickel I Gold Dust I Oil Rubbed Bronze Polished Chrome I Satin Nickel I Stone I White Gold Dust I Oil Rubbed Bronze I Polished Chrome I Satin Nickel I Stone I White CONTEMPORARY 400 SERIES TILT-WASH WINDOWS Antique Brass I Black I Bright Brass Brushed Chrome I Distressed Bronze I Distressed Nickel .��,(/�'��,,,'�' Gold Dust I Oil Rubbed Bronze I Polished Chrome ""'"" Satin Nickel I Stone I White ESTATE" STANDARD Stone I White Lock&Keeper Hand Lift Finger Lift OPTIONAL. Black I Gold Dust 200 SERIES TILT-WASH WINDOWS Antique Brass I Bright Brass I Brushed Chrome I Distressed Bronze Distressed Nickel I Oil Rubbed Bronze I Polished Chrome I Satin Nickel Lock&Keeper available only for 400 Series tilt-wash double-hung windows Lifts only available for 400 Series Woodwright double-hung windows STANDARD:Stone I White OPTIONAL Antique Brass I Black I Bright Brass Gold Dust I Oil Rubbed Bronze I Satin Nickel CLASSIC SERIES'" f' Hand Lift Finger Lift Stone I White 4voiloble only for 400 Series Woodwright double hung windows CASEMENT&AWNING HARDWARE OPTIONS` GLIDING HARDWARE CLASSIC SERIES ESTATE 400 SERIES GLIDING 200 SERIES WINDOWS GLIDING WINDOWS Antique Brass I Bright Brass I Brushed Chrome _ 5airy White 1) Distressed Bronze I Distressed Nickel I Oil Rubbed Bronze Polished Chrome I Satin Nickel F TRADITIONAL FOLDING CONTEMPORARY FOLDING -- STANDARD: j Stone I White liri L�.- Ja=h1licim OPTIONAL Antique Brass Black Antique Brass I Black I Bright Brass Black I Bright Brass I Gold Dust I Oil Rubbed Bronze Antique Brass I Black I Bright Brass Bright Brass Distressed Bronze Distressed Nickel I Gold Dust Satin Nickel I Stone White Brushed Chrome I Distressed Bronze Gold Dust Oil Rubbed Bronze I Satin Nickel I Stone I White Distressed Nickel I Oil Rubbed Bronze Oil Rubbed Bronze Polished Chrome I Satin Nickel Satin Nickel Stone I White Folding handle avoids interference with window treatments Bold name denotes finish shown. 'All Andersen•hardware is sold separately,except standard hardware 8 OPTIONS & ACCESSORIES GRILLES ADD STYLE Andersen"'grilles are available in a wide selection of standard as well as custom patterns. G R I L L E 0 P T 1 0 N S Specified Equal Light Colonial Colonial Upper Prairie A Choose any number of same-size rectangles across or down. N H O O Double-Hung IX I 11 J .n. J 3x1 Upper Sash Only 2x2 I Simulated Double-Hung Diamond Custom Custom Your Pattern Here O ----------- •-----------• r iZ Picture Window r r U r , r r Q r r r r � r r r F_ ' r r r r - , ---------------------------- , r r Frenchwood`° Our 2'G"-wide grille can make Patio Door a casement window look like a double-hung G R I L L E C 0 N F I G U R A T 1 0 N S Full Divided Light Simulated Divided Light Convenient Give your window an Simulated divided light offers Cleaning Options authentic look with full I permanent grilles on the Removable interior divided light grilles that exterior and interior with no I grilles come off for easy 1' J are permanently applied J J spacer between the glass.We J cleaning.Andersen® to the interior and also offer permanent exterior Finelight"grilles are exterior of your window grilles with removable interior installed between the with a spacer between V V grilles,available In natural glass panes and feature a the glass. wood or prefinished white. contoured Y or 3/a"profile. Permanent Exterior Permanent Exterior Permanent Exterior Removable Finelight"Grilles Permanent Interior with Spacer Permanent Interior Removable Interior Interior Grille Between-the-Glass Grille Widths (actual size shown) 34" 7/8 Z 1/4' 9 a r x s 3 C=.-_rte _ _ `S+S,i�:_ •,• OPTIONS & ACCESSORIES GLASS HIGH-PERFORMANCE GLASS Glass can affect energy efficiency more than any other part of a window or patio door—and not all glass performs the same. Andersen offers one of the industry's widest array of glass options, so you're sure to find the right choice for your climate and your home. Choose from these High-Performance glass options. 4y Low-E4 Glass Low-E4 SmartSun"Glass Low-E4 Sun Glass Outstanding thermal performance It gives you the benefits of Low-E4 It's tinted for maximum protection BASIN.for climates where both heating and glass,plus It helps shield your home from the effects of Intense sunlight cooling costs are a concern.It is up from the sun's heat and filters out while providing all the benefits of to 56%more energy efficient than 95%of harmful UV rays while letting Low-E4 glass. ordinary dual-pane glass.' sunlight shine through. t PERFORMANCE COMPARISON OF ANDERSEN' GLASS OPTIONS - rLnla . -.�".ii i U-FACTOR SOLAR HEAT VISIBLE LIGHT UV PROTECTION PATTERNED GLASS GAIN COEFFICIENT TRANSMITTANCE GLASS How—Haproductpm itsHowwellaproduct blocMs How much visibklight Maw well a product Patterned glass lets in light while heat from escaping. heat caused by sunlight. comes through a product. blacks ultraviolet rays. obscuring vision and adds a unique SmartSun • • • ) : • • • • • • O ) • • • • decorative touch to your home. SmartSun cr,ahoatfr�Hifi • • • O • • • • • • > > • • • • Low-E4 • • • ) • • • • • • ) • • • ) 1 t Low-E4 "��� • • • U • • • .) • • U ) • • • Cascade Fern Sun • • • ) • • • • • ) ) ) • • • 7 I �) I PassiveSune • • U ) • ) ) ) • • • ) • • • ) t` Clear Dual-Pane • ) ;> > • • • • ) ,) ) ,) Obscure Reed Center of glass performance only.Ratings based on glass options as of January 2018.Visit andersenwindows com for ENERGY STAR- map and NFRC total unit performance data. Visit andersenwindows.com/glass for more details on our glass options. ART GLASS With art glass from Andersen, you can enhance a transparent look, express your individuality or add a touch of elegance. These finely crafted inserts are available in two distinctly different series to complement any home's architecture and designed to fit most Andersen windows and patio doors. 'Summer values are based on comparison of Andersen'400 Series tilt-wash double-hung window SHGC to the SHGC for clear,dual-pane glass, t t non-metal frame default values from the 2006,2009,2012,2015 and 2018 International Energy Conservation Code"Glazed Fenestration"Default Tables OPTIONS & ACCESSORIES INSECT SCREENS Optional insect screens are available for all 400 and 200 Series products. Patio doors feature conventional Andersen® fiberglass insect screens. For windows, choose aluminum insect screens, or TruScene®insect screens that provide a clearer view, help bring the outdoors into your home and are less noticeable from the street. Allow ANDERSEN - — # y I N N 0 V AT I ON F TRUSCENE INSECT SCREENS- 50%GREATER CLARITY' it i Exclusive Andersen TruScene insect screens provide more than 50% greater clarity than our conventional insect screens for a beautifully unobstructed view.And they let in more fresh air and sunlight,while doing ii a better lob of keeping out small insects. I FRAMES For casement and awning windows,TruScene Insect screen frames are i' available in Stone,White,Dark Bronze,Black or Pine veneer that can be stained to match the window Insect screen frames for all other windows are Conventi installed on the exterior of the window and match the unit's exterior color. IInsect Screen l ftdor"- Stoic White Pine FULL OR HALF PATIO DOOR INSECT SCREEN OPTIONS WINDOW All hinged and gliding patio door insect screens have a long-lasting"fiberglass screen INSECT SCREENS mesh with a charcoal finish.Available In colors to match the exterior of the door' GLIDING PATIO DOORS HINGED INSWING PATIO DOORS t 00 Full insect screens are IN available for Andersen venting windows Andersen Gliding Insect Screen Retractable Insect Screen Hinged or Double-Hinged Insect Screen Gliding Insect also offers the option of Gliding insect screens The retractable insect screen Available for single-panel doors and Screen half insect screens for the are available for two- is installed on the exterior of two-panel jamb hinged doors. Available for all lower sash of our tilt-wash and four-panel doors. the door and opens side to two-and three- double-hung windows. side across the width of the panel doors opening.When the insect screen is not in use,it neaty retracts into a small canister Available for two-panel doors. 'Comparisons made to conventional Andersen aluminum insect screens "Visit andersenvnndows comAvarranty for details tSee your Andersen supplier for availability 12 Printing limitations prevent exact color replication See your Andersen supplier for actual color samples. OPTIONS & ACCESSORIES EXTERIOR TRIM For more curb appeal, add optional Andersen®exterior trim. It's available in 11 colors, so you can match or complement your window or door colors to create a variety of looks. Made of Fibrex®material, our trim never needs painting, and it won't fade, flake, blister or peel no matter what the climate: TRIM COLORS ido White Canvas Sandtone Terratone Dark Bronze Forest Green Dove Gray Prairie Grass MEN Red Rock Cocoa Bean Black r - WINDOW AND DOOR COLORS" Red Rock trim Sandtone window White Canvas Sandtone Terratone Watch videos and use our visualizer ANDERSEN tool to create your own look at: andersenwindows.com/exteriortrim I N N O V A T I O N MEN Forest Green Dark Bronze Black STYLES HEAD TRIM OPTIONS I I" r r r r 1r, 2"Brick Mould 31/2"Flat Casing 41/2"Flat Casing Decorative Drip Cap 2"Cornice 3 We"Cornice Dove Gray trim Dark Bronze trim Canvas trim Red Rock trim Red Rock trim Red Rock trim Terratone window White window Forest Green window Sandtone window Sandtone window Sandtone window `Visit andersenvnndows.comtwarranty for details "Some products are not available in all colors See your Andersen supplier for details. 1? Printing limitations prevent exact color duplication See your Andersen supplier for actual color samples. OPTIONS & ACCESSORIES SMART HOME SOLUTIONS THE SMARTEST TECHNOLOGY FOR THE SMARTEST HOMES Andersen®smart home solutions provide increased security, convenience and peace of mind. Now you can Include windows and patio doors to truly complete your connected home, and with self-monitoring and professional monitoring options available with each smart home product, there are options to fit every home and lifestyle. To learn more, visit andersenwindows.com/connect. 41 n WIRELESS OPEN/CLOSED SENSORS These wireless sensors provide the peace of mind of knowing whether windows and patio doors are open or closed" FEATURES/BENEFITS COLOR OPTIONS • EASY INSTALLATION No tools are required to install our sensors.Simply place the sensor on a window or patio door and line up the magnet with the sensor until the LED � gIOWS blue! White Canvas MAINTAINS WARRANTY • No drilling required which can void warranties. ■ • COMPACT DESIGN Sandtone Dark Bronze Sleek,compact design for a clean appearance,available In a variety of colors to blend in with the window or patio door VERILOCK®SECURITY SENSORS With the most advanced technology In the Industry,VerlLock®security sensors'not only Indicate whether windows and patio doors are open or closed,they even tell you If they are locked or unlocked"No other sensor can do that. FEATURES/BENEFITS COLOR OPTIONS • MAINTAINS WARRANTY ■ No drilling required which can void warranties. • HELPS MAXIMIZE ENERGY EFFICIENCY white Gold Dust Taupe Gray" Windows that are closed but unlocked lose air at a rate up to 3X that of a closed and locked window:'VeriLock sensors tell you which windows and ■ ■ patio doors are open or unlocked"so you can help manage air loss' • PRESERVES BEAUTY Stone Black Available In a variety of colors to complement many Andersen hardware or Interior finishes 'Not available on 400 Series Woodwnght'"When properly configured and maintained with a professionally installed security system and/or self-monitoring system compatible with Honeywell•5800 controls.See your Andersen supplier for more information tBased on testing of thirty-two(32)A-Series double-hung windows.Air loss through unlocked windows will vary based on window type and age, 1 pressure differential,temperatures inside and outside the home,altitude and application ttNot available on 400 Series tilt-wash. ENERGY EFFICIENCY. DURABILITY. RELIABILITY. m= OWNER OWNER' ENERGY-SAVING GLASS QUALITY SO SOLIL FOR ANY CLIMATE THE WARRANTY Andersen makes windows and doors IS TRANSFERABLE' with options that make them ENERGY STAR®v.6.0 certified throughout the Many other window and door warranties United States. end when a home is sold,but our coverage—20 years on glass, 10 years Visit andersenwindows.com/energystar on non-glass parts—transfers from each for more information and to verify that owner to the next.And,because it is not the product with glass option is prorated,the coverage offers full benefits, ENERGY STAR certified in your area. year after year,owner after owner.So it can add real value when you decide to sell your home. LOW-MAINTENANCE, NEVER NEEDS PAINTING The Perma-Shield®exteriors on BUILT FOR YEARS Andersen windows and doors offer TO COME superior weather resistance and Our products are built strong to last long' are virtually maintenance free. We use the right materials in the right places, including solid wood,fiberglass and our own Fibrex"composite material.These give our KEEPS THE windows and doors superior strength,stability WEATHER OUT and long-term beauty. Our weather-resistant construction seals out drafts,wind and water so well,you RIGOROUSLY TESTED can relax in comfort whatever the weather. We carefully select weatherstripping to suit The exclusive Andersen®Perma-Shield® each style of window and door to make system gives our windows and doors a sure you enjoy superior comfort tough,protective shell that safeguards the and reliability. ' wood inside. It repels water,resists dents' wlRDaws AMD Da ORa w17M WATCHand stays beautiful for years. WE OFFER OPTIONS FOR THE HARSHEST WEATHER ENVIRONMENTS 400 Series windows with Stormwatch®protection meet building code requirements in coastal areas:Products with Stormwatch protection are energy efficient,resist the effects of saltwater' and stand up to hurricane-force winds and wind-borne debris:'For details,visit andersenwindows.com/coastal. 1 r' 'See your local code official for building code requirements in your area."AAMA/WDMA/CSA 101/1 S 2/A440-08&-11 PG70 WINDOW & DOOR TYPES WINDOW TYPES PATIO DOOR TYPES CASEMENT AWNING DOUBLE-HUNG BAY&BOW GLIDING Casement windows Awning windows are A double-hung window Bay and bow windows With at least one panel that glides are hinged windows hinged at the top and has two vertically are window combinations smoothly past another door panel, that,with a turn of a open outward.They sliding sash in a that project outward from you'll get more room where you crank,open outward catch breezes from single frame Double- a home.These dramatic need it—inside or out to the right or to the left or right and hungs lift open while combinations can add the left.Casements are often used above, remaining flush with space,volume and light are common above below or alongside the wall,making them to a room and add more kitchen sinks and stationary windows. ideal around patios, personality to any home. give you flexibility to decks and walkways. group in stunning combinations. HINGED INSWING vo��o To save room in smaller areas such as balconies,patios and decks, you'll love the space-enhancing benefits of inswing patio doors. GLIDING STATIONARY SPECIALTY Gliding windows Stationary windows, Specialty windows are feature two sash, as the name states, stationary windows with at least one are windows that characterized by of the sash sliding don't open.Often their special shapes, horizontally past referred to as picture including curves and the other.They give or transom windows, dramatic angles They SIDELIGHTS&TRANSOMS you the advantages they're typically used can make a signature Expand your patio door with elegant of double-hung in combination with statement in your home combinations,including sidelights, windows with a more venting windows. and provide a delicate transoms and stationary door panels. contemporary look. lighting accent. 16 fi 1 I lit"xr; _Sed 9 � f t � � 400 Series Woodwright"double-hung insert replacement windows with Oak riors. t 400 SERIES WOODWRIGHT" DOUBLE-HUNG WINDOWS OUR PREMIUM 400 SERIES DOUBLE-HUNG WINDOW OFFERS CLASSIC STYLE AND MODERN EASE. With their authentic craftsmanship and beautiful details, Andersen®Woodwright®double-hung windows allow you to retain or add charm to your home with beautiful wood interiors and a wide array of style options. AUTHENTIC EASY TILT-RELEASE LOCK CRAFTSMANSHIP - By just pushing your thumb forward,the Woodwright windows help replicate the window tilts Inward to make cleaning your look of classic architecture and feature window even easier. wood jamb liners to Integrate seamlessly with your existing interior trim. BEAUTY IS IN THE INTERIOR OPTIONS DETAILS Elegant hardware features a traditional Choose from three interior wood species spoon style design and is available in or low-maintenance prefinished White to 12 finishes to match cabinetry and decor. closely match or replicate your current home decor SPECIALTY WINDOWS Woodwright full-frame windows Pine Oak Maple White come in a variety of shapes,from a simple rectangular shape to a distinct, architecturally Inspired look with graceful O ..... arches.Bay window combinations are WATCH also available for this product. This product available with Stormwatch® protection,including impact-resistant glass ,_ r with a Performance Grade(PG)Upgrade on select sizes. Unequal Leg Arch Arch Springline- I~ 7D FOR EVERY APPLICATION REPLACING, REMODELING OR BUILDING? INSERT WINDOW FULL-FRAME WINDOW Available for easy replacement. Available for new construction or • Fits Into existing wood window frame remodeling projects. • Saves time and money with minimal • Offers maximum visible glass area disruption to your home • Good option when wanting to change • Available in three sill angle options for size or shape of existing window opening Available in custom sizes a weathertight fit for both insert and full-frame windows. • Includes convenient installation kit 400 SERIES TILT-WASH DOUBLE-HUNG WINDOWS OUR BEST-SELLING DOUBLE-HUNG WINDOW INTERIOR OPTIONS NARROLINE'" WINDOW Choose from unfinished stain-grade Pine --, CONVERSION KIT or three low-maintenance prefinished If your home has Andersen®Narroline® interior options. windows that were made after 1967, our quick conversion kit can easily turn them into convenient,tilt-wash double-hung windows. Pine White Dark Slack Brcrze DESIGNED "'C I"I"v P,"'OLICATION LONG-LASTING; ------ -- REPLACING, REMODELING WEATHERTIGHT OR BUILDING? PERFORMANCE INSERT WINDOW Our Perma-Shield®exterior cladding Available for easy replacement. protects the unit and offers low- maintenance.Dual-layer weatherstripping Fits into existing wood window frame helps seal out dust,wind and water. • Saves time and money with minimal disruption to your home • Available in three sill angle options for TILT-IN FEATURE a weathertight fit Easily tilt your sash in to clean your • Includes convenient installation kit windows from the inside of your home. FULL-FRAME WINDOW Available for new construction or ':.. StOr'' WATCH remodeling projects. This product available with Available in custom sizes • Offers maximum visible glass area Stormwatch"'protection, for both insert and • Good option when wanting to change including impact-resistant glass. full-frame windows. CUSTOM sizes size or shape of existing window opening 'Visit andersenwmdows com/warranty for details. pill ' 1 777 . ,�rte.• cwru.we. s'°• a A Ft f 04 PNOW I A � ` i yy 7 . F I,li 400 Series casement� 400 SERIES CASEMENT WINDOWS Andersen®400 Series casement windows feature a time-tested design that is extremely reliable and energy efficient. INTERIOR OPTIONS LONG-LASTING` Choose from unfinished stain-grade Pine ` PERFORMANCE or three low-maintenance prefinished Our Perma-Shield•exterior interior options cladding protects the unit and offers low-maintenance i Pine White Dark Black Bronze StUYft"iCH SINGLE-ACTUATION This product available with LOCK Stormwatch®protection, including impact-resistant glass. This Andersen lock is engineered to secure a casement window firmly at BAY& BOW WINDOW S multiple points with just one handle.It also features a'reach out'action that Bay and bow window combinations pulls in the sash for a weathertight seal are available for this product SMOOTH CONTROL HARDWARE �I The smooth control hardware system allows for easy operation with a simple turn of the handle.Folding hardware options available to avoid interference with window treatments. Available in custom sizes and without a nailing flange to fit into your existing opening,making installation quick and easy. CUSTOM sizes 'Visit andersenwmdows comMarranty for details 20 400 SERIES AWNING WINDOWS Andersen®400 Series awning windows give you the same features and outstanding performance platform as our casement windows. In addition,they add design options. For example, placed high on a wall, awning windows can bring light and fresh air into your home without compromising privacy. INTERIOR OPTIONS O Choose from unfinished stain-grade Pine .,.oa« WATCH or three low-maintenance prefinished interior options. This product available with Stormwatchs protection, including impact-resistant glass. Pine White Available in custom sizes and without a nailing flange to fit into your existing opening,making installation quick and easy. ouSTOMSIZES Dark Black Bronze AM P . f � p JL dK &MMUMM IR! �r _ s ' v 0000( i 11!df .0 Series gliding and picture windows with Pine interiors, 40n SERIFS GLIDING WINDOWS In addition to helping provide top energy efficiency, reliable performance and uncommon beauty, both sash on our 400 Series gliding windows can be opened to the left or right to give you improved ventilation. __. INTERIOR OPTIONS Choose from unfinished stain-grade Pine or three low-maintenance prefinlshed interior options Pine White Sandtone Dark Black Bronze •Sandtone interior is available on 400 Series gliding windows only 22 400 SERIES SPECIALTY WINDOWS These specialty windows let you complement your home's style with elegant arches and dramatic angles. Used alone or in combination with other windows, they heighten curb appeal and enhance the character of your home. � k . Springline" Quarter Round Oval Extended Gothic Arch,Springline and Flexiframe windows Ll are available in custom sizes. CUSTOM SIZES OHalf Circle" Arch Circle Octagon W.oe. WATCH Specialty and Flexiframe windows are available with Stormwatch®protection. FLEXIFRAME® WINDOWS Visit andersenwindows.com/coastal for more details. Flexiframe®windows are available in custom sizes and can be designed in nearly any shape made with straight lines, provided no angle is less than 14 degrees.When other window companies say it can't be done, Andersen does it easily—and beautifully. � / f Examples of Alternative Shapes COMPLEMENTARY WINDOWS These windows are carefully handcrafted to complement our 400 Series products with dramatic sizes and extraordinary shapes that give your home a signature look. Custom sizes and shapes are also available. CASEMENT WINDOWS SPECIALTY WINDOWS Andersen®complementary casement windows offer easy operation along with old-world Andersen complementary specialty windows let style.They include French casements—twin sash inside of one frame with,unlike ordinary you choose from a wide variety of uncommon casements,no mullion bar between them,giving you a totally unobstructed view.Complementary shapes,Including elegant arches,striking angles casement windows are available in rectangles,trapezoids and a variety of arched shapes. and compelling curves. 23 Also available to match Andersen4 200 Series double-hung windows y 3 c R . �'� t �+°v� °tom' ,•. s f - a ax m '= r '���r t'fi ��'/��'`� rr�•►�r � ���"r—moi+ � , �ir►�•!Jam.\ .iri /'�.+r.+ �,_--`'r1.►,5".`-.r-�,�. q t r. laim Al 71, s , S ' LAE White hardware. Lq 200 SERIES T11—T WASH ' 200 SERIES DOUBLE-HUNG WINDOWS GLIDING WINDOWS Our 200 Series tilt-wash double-hung window comes in our Andersen 200 Series gliding windows feature a most popular sizes and gives you our most requested options. single operating sash and give you low-maintenance You still get low-maintenance exteriors and real wood interiors, exteriors, with real wood interiors. along with our renowned Owner-2-Owner® limited warranty.' INTERIOR OPTIONS - INTERIOR Choose from unfinished stain-grade OPTIONS Pine or low-maintenance prefinished Choose from unfinished White interiors. stain-grade Pine or low-maintenance prefinished White interiors. i Pine White Pine White 3 TILT-IN FEATURE Tilt-in top and bottom sash with low-profile tilt latches to clean your windows from the inside of your home. 'Visit andersenwindows comtwarranty for details 400 SERIES & 200 SERIES WINDOW COMPARISON CHART Use the quick reference chart below to decide which Andersen®products best fit your project needs. WINDOW FEATURES 00 00`+� o� o� �u ow o2 op Q2 0� o0 Low-Maintenance Exteriors White • • • • • • • • • • Canvas • • • • • • • Sandtone • • • • • • • • • • Terratone • • • • • • • • Forest Green • • • • • • • Dark Bronze • • • • • • • Black • • • • • • • Interiors Maple • • Oak • • Pine • • • • • • • • • • White • • • • • • • • • • Dark Bronze • • • • • Black • • • • • Easy Cleaning Tilt-to-Clean Sash • • • • • • Grilles Full Divided Light • • • • • • • • Simulated Divided Light • • • • • • • • • • Finelight"Grilles-Between-the-Glass • • • • • • • • • • Removable Interior Grilles • • • • • • • • • • Performance Options Stormwatch®Protection • • • • High-Performance Glass Low-E4" • • • • • • • • Low-E4 Sun • • • • • • • • Low-E4 SmartSun" • • • • • • • • Low-E • • Low-E SmartSun • • Clear Dual-Pane • • • • HeatLock-Coating • • • • • • • • • • Unit Sizes Minimum Width 11-95/81, 1'-41/z" 1'-9 5/e" 1'-9 Va" 1'-5" 2'-0 Ve" 2'-11 1/4" l'-71/2" 2'-11 Vz" Fits Maximum Width 3'-95/e° T-95/e" 3'-95/a" T-8 7/s" T-05/e" 5'-117/e" 5'-11 1/4" Nanoline T-31/2" 5'-11 112" "doves m de Minimum Height 3'-0/e" 2'-3 3/4" 3'-0 Ue" 3'-0 3/e" 2'-0 1/B"e" 1'-5" 1'-10 V4" after 1967 2'-11 112" 1'-5 Vz" Maximum Height 6'-4 7/a" 6'-5" 7'-8 7/8" T-6 5/8" 5'-11 Va" 4'-0" 4'-11 1/4" 5'-11 Vz" 4'-11 Vz" Custom Sizes AJ 1 • • • • • • 26 a , i L e p r 1 ae_ � C•.f } A, 200 Series Narroline'gliding door with White interior and Albany hardwar IDING PATIO DOORS Gliding patio doors are ideal for any climate or any room. Unlike hinged patio doors, they fit into tighter spaces because they have at least one operating panel that glides horizontally so it does not interfere with your room or patio. Whether you want a traditional or contemporary look, Andersen offers a full portfolio of space-saving, weathertight gliding patio doors. UNIQUE LOCKING _. , . SMOOTH, SYSTEM FOR ,. LONG-LASTING' PEACE OF MIND -- OPERATION For weather protection and improved Our gliding patio doors have panels security,our reach-out locking that move on adjustable ball-bearing system pulls the door tightly against rollers and a durable stainless steel- the jamb capped track.The result is long- lasting,'smooth,effortless operation An optional auxiliary foot lock provides an extra measure of security WEATHERTIGHT when the door is in a locked position. PERFORMANCE Available finishes coordinate with our _ patio door hardware. -- —� Interlock weatherstripping is T designed to seal out drafts, wind and water. PREMIUM HARDWARE Match the style of your home decor with our wide selection of hardware Available in custom styles and finishes—more than sizes for an exact fit you'll find with just about any other DID YOU KNOW? J for your project. CUSTOM SIZES manufacturer.An optional exterior keyed lock can also be added to your You can easily replace a gliding patio hardware selection. door with a hinged door,giving you the option of having two panels that can open. — EXPAND YOUR VIEW OPTIONAL CONFIGURATIONS With an extensive array of options including the addition of stationary panels and either two-or four-panel configurations to fit virtually any size requirements. Stationary Panel Two-Panel Right Open Two-Panel Left Open Four-Panel Center Open Two-Panel Left Open joined to a Stationary Panel 'Visit andersenwindows com/warranty for details 28 400 SEF ; �,_ �, .. . _)ODO GLIDING DOORS TRADITIONAL FRENCH DOOR STYLING. Our best-selling gliding patio door offering time-tested, classic wood craftsmanship. LONG-LASTING* PERFORMANCE CONFIGURATIONS Our Perma-Shield®exterior cladding protects the unit and Available in two-and four-panel door configurations. offers low-maintenance. INTERIOR OPTIONS BLINDS-BETWEEN THE-GLASS Choose from stain-grade quality wood interiors that Optional blinds are located between the panes of are ready to finish or a low-maintatnence,prefinished Insulated glass,protected from dust and damage, white interior. and never need cleaning. -Visa andersenwmdows com/warranty for details 4.. q 14 w . v g99 Jfi d 3 � l �u rye s , t 200 SERIES PFRMA-SHIFI_.0" GLIDING DOORS `4 LOW-MAINTENANCE INSIDE AND OUT. " A tried-and-true classic, Perma-Shield®patio doors feature . contemporary profiles to maximize light and view and are protected inside and out with rigid vinyl cladding to keep maintenance to a minimum. INN L LONG-LASTING PERFORMANCE f 1 Solid wood core with durable Perma-Shield interior and exterior cladding that protects the unit. CONFIGURATIONS Available In two-panel door configurations. BLINDS-BETWEEN THE-GLASS Optional blinds are located between the panes of insulated glass,protected from dust and damage,and never need cleaning. .•Series Narroline gliding door with Pine interior and Tribeca'hardware in White. ''00 SER!T:':� "'' RROLINEP GLIDING DOORS CONTEMPORARY PROFILES WITH THE WARMTH OF WOOD. Our 200 Series Narroline®gliding patio doors combine the beauty of natural wood with sleek contemporary profiles to maximize your view and fill your home with sunlight. -., LONG-LASTING' PERFORMANCE Our Perma-Shield exterior cladding protects the unit and offers low-maintenance. CONFIGURATIONS Available in two-and four-panel door configurations. 'Visit andersenwindows.com&arranty for details. 30 HINGED INSWING PATIO DOORS Designed to open into a room or out onto a patio, hinged patio doors bring nature's beauty inside while enhancing the style of your home. Inswing patio doors save room for smaller exterior areas and are often used in colder climates. UNIQUE LOCKING SMOOTH, SYSTEM FOR LONG-LASTING` PEACE OF MIND OPERATION Engaging our patented multi-point For smooth operation and locking system positions two hook frictionless movement,you can bolts above and below the center easily fine tune the position of your deadbolt.This tightens the door door panel with our adjustable against the frame to help keep hinges.They also include a quick- the weather out and secure the release feature for easy panel door firmly. removal during installation. T . r WEATHERTIGHT PREMIUM HARDWARE PERFORMANCE Match the style of your home decor One-piece,continuous with our wide selection of hardware weatherstripping has welded corners styles and finishes—more than to provide maximum protection you'll find with just about any other against air and water infiltration. manufacturer.An optional exterior keyed lock can also be added to your hardware selection. CONSIDER EXPANDING YOUR VIEW DID YOU KNOW? Add a border of patio door sidelights You can easily replace a gliding patio door or transoms to enhance your view. - with a hinged door,giving you the option of having two panels that can open. — — I COMPLEMENTARY f CURVED TOP PATIO DOORS With features like Romanesque arches and i insulated decorative art glass,nothing else quite matches the grandeur curved top patio doors i can bring to your home Available in inswing and L outswing configurations. 31 'Visit andersenwindows com/warranty for details 400 Series Frenchwood'hinged inswing door with N,ewbu-ry�hardware in Bright Brass. 400 SFRIES FRFNCHU/oon,, HINGED INSWING DOORS Our best-selling hinged inswing patio door offering time-tested, classic wood craftsmanship. 4 R4`s' LONG—LASTING' PERFORMANCE c� Our Perma-Shield®exterior cladding protects the unit and offers j low-maintenance. INTERIOR OPTIONS Choose from stain-grade quality wood Interiors that are ready to finish or a law-malntalnence,prefimshed white Interior. CONFIGURATIONS ` Available In single-,two-and three-panel door configurations f Available in custom I, sizes for an exact fit , for your project. 200 SER"'S HINGED INSWING DOORS Traditional inswing style with a low-maintenance interior and exterior. BUILT TO LAST Sturdy fiberglass construction for durability. EXTERIOR OPTIONS * o Frame exteriors are protected by aluminum to maintain an attractive appearance while minimizing maintenance 9 LOCKING SYSTEM Available with our standard hook deadbolt lock or an optional multi-point lock:' 'Visit andersernendows.comtwarranty for details 32 "Multi-point locks are standard on 7'-6°and 8'-0'height doors GLIDING & HINGED PATIO DOOR HARDWARE* 400 Series and 200 Series patio door hardware is available in a variety of different designs to match any style. YUMAe ENCINOe ANVERS" # NEWBURYe Distressed Bronze Distressed Bronze Bright Brass Antique Brass Distressed Nickel Distressed Nickel Oil Rubbed Bronze Bright Brass Satin Nickel Brushed Chrome Oil Rubbed Bronze Polished Chrome S' Satin Nickel Hinged Hinged Hinged Hinged it Gliding Gliding Gliding " Gliding 1 f COVINGTOW WHITMORE" ` ALBANY TRIBEW Antique Brass Antique Brass Black Stone Bright Brass Bright Brass Gold Dust White Oil Rubbed Bronze Oil Rubbed Bronze Stone r' Satin Nickel White Hinged Hinged Hinged i� Hinged Gliding Gliding . Gliding Gliding Bold name denotes fmrsh shown FSB' HARDWARE* HARDWARE FINISHES Durable,stainless steel FSB®hinged door hardware features clean lines and a sleek satin finish for a thoroughly modern look. OEM so Antique Black Bright Brushed Distressed Brass Brass Chrome Bronze moons Distressed Oil Rubbed Polished Satin Stone Nickel Bronze Chrome Nickel 1035 1075 1076 1102 0 White Gold Dust Satin Stainless Steel" 'Hardware sold separately"Available on FSB hardware only Distressed bronze and oil rubbed bronze are"living"finishes that will change with time and use Bright brass and satin nickel finishes on patio door hardware feature a 10-year limited warranty Matching hinges available in most finishes for inswing patio doors Printing limitations prevent exact finish replication See your Andersen supplier for actual finish samples. 33 "FSB"is a registered trademark of Franz Schneider Brakel GmbH&Co. 400 SERIES & 200 SERIES PATIO DOOR COMPARISON CHART Use the quick reference chart below to decide which Andersen®products best fit your project needs. GLIDING PATIO DOORS HINGED PATIO DOORS PATIO DOOR FEATURES y u y�o y�Qr 00 4u o0� o v,� N2Q NQS r,?2y rVi 9 Low-Maintenance Exteriors White • • • • • Sandtone • • • • • Terratone • • • • • Forest Green • • Canvas • • Black • • Dark Bronze • • Interior Wood Options Maple • • Oak • • Pine • • • Interior Colors&Finishes White • • • • • Sandtone • Terratone • Canvas • Black • Dark Bronze • Grilles&Blinds Full Divided Light • • Simulated Divided Light • • • • • Finelight"Grilles-Between-the-Glass • • • • • Removable Interior Grilles • • • • • Blinds-Between-the-Glass • • High-Performance Glass Low-E41 Tempered • • Low-E4 Sun Tempered • • Low-E4 SmartSun-Tempered • • Low-E Tempered • • • Low-E Sun Tempered • • • Low-E SmartSun Tempered • • • Unit Sizes Minimum Width 4-11 V." 4'-11 /4" 4'-11 /4" 4'-0' 4'-0" Maximum Width 15'-9" IT-9' 8'-0" 8'-11 /' 5'-11 /4" Minimum Height 6'-7�/ 6'-I/, 5'-7 V' 6'-71/1" 6-l'/' Maximum Height 1'-II W' 1-111/1, /A /," /'-11 V:" Custom Sizes 11 • • • • To learn more about other Andersen doors, including Big Doors and Entry Doors,visit andersenwindows.com/doors. 34 LL Z °�'•� .,,,1 IMPROVING THE VIEW OUTSIDE THE ENVIRONMENT HAS A BUSINESS PARTNER Respect for the environment is nothing new at Andersen. For more than a century, it's been part of who we are. Our commitment to recycle and reclaim materials began simply because it was good business. Now it's part of our commitment to sustainability and responsible stewardship of all our resources. Andersen is committed to providing you with long-lasting: energy-efficient windows and doors. Visit andersencorporation.com or andersenwindows.com/sustainability for more information. Andersen makes windows and Andersen is a charter member Andersen was the first window doors with options that make of the U.S.Green Building Council and door manufacturer with them ENERGY STAR®v.6.0 and a strong supporter of its LEEDQ° , Green Seal"certified products certfied throughout the (Leadership in Energy and � Please visit our website at United States Environmental Design) 0 andersenwindows.com National Green Building Standard for a list of certified products rating system Celebrating 11 Years 1903-2018 mix �, Andersen.MA FSC'CO22483 �o �� 10X POST CONSUMER RECYCLED FIBER Green-e "ENERGY STAR"is a registered trademark of the U.S.Environmental Protection Agency. All logos and marks are trademarks of their respective owners. Printed on FSC®certified paper,with a minimum of 10%post-consumer recovered fiber "Andersen"and all other marks where denoted are trademarks of Andersen Corporation. The cover paper is produced using Green-e certified renewable energy 02018 Andersen Corporation All rights reserved 06/18 Part#9040569 400 SERIES CASEMENT WINDOWS GLASS OPTIONS INTERIOR OPTIONS • Low-E4®glass • Low-E4 glass with HeatLock®technology • Low-E4 Sun glass ON • Low-E4 SmartSun"glass Pine White Dark Bronze' Black" • Low-E4 SmartSun glass with HeatLock technology Naturally occurring variations in grain,color and texture of wood make each window oneof-a-kind Additional glass options are available.Contact your All wood Interiors are unfinished unless prefinished White,Dark Bronze or Black is specified. Andersen dealer. HARDWARE FINISHES ART GLASS - A wide range of art glass designs are available to add beauty to your home. no 4, No Antique Brass Black Brght Brass Brushed Distressed Distressed PATTERNED GLASS Chrome Bronze Nickel Available in four attractive patterns Ideal for letting light Into the home while obscuring vision. E .A- N ..-1-.--;g Gold Dust Oil Rubbed Polished Satin Nickel Stone White Bronze Chrome Distressed bronze and oil rubbed bronze are"living'finishes that will change with time and use Obscure Cascade Beed Fern HARDWARE EXTERIOR TRIM CLASSIC SERIES ESTATE- Available in 11 colors to complement your exterior. ons White Antique Brass I Bright Brass Brushed Chrome I Distressed Bronze Distressed Nickel I Oil Rubbed Bronze Polished Chrome I Satin Nickel TRADITIONAL FOLDING CONTEMPORARY FOLDING GRILLESa._..._,.____. Choose from dozens of popular designs or work with Andersen to create custom patterns Antique Brass I Black I Bright Brass Black I Bright Brass Distressed Bronze I Distressed Nickel Gold Dust I Oil Rubbed Bronze Gold Dust I Oil Rubbed Bronze I Satin Nickel Satin Nickel I Stone I White Stone I White 'Dark Bronze and Black Interiors are only available with Dark Bronze and Black exteriors w i N D O w s•D 00 R S respectively See your Andersen dealer for dfinisihty. And ��� Printing limitations samples prevent exact color and finish duplication See your Andersen dealer for e actual finish samples n, "Andersen"and all other marks where denoted are trademarks of Andersen Corporation 02017 Andersen Corporation.All rights reserved SS_01711117 For more information, visit andersenwindows.com/400series For help finding an Andersen product or dealer near you, please call us at 877.577.7655 or visit andersenwindows.com. Ande' ,rsen '`" CASEMENT WINDOWS Andersen®400 Series casement windows are built to perform beautifully. Their solid wood frames and sash provide strength, while the vinyl covering and weather-tight construction keep the window and your home protected from the elements. On the inside you have the choice of natural pine or a low-maintenance white, dark bronze or black' finish. For added style there is a wide range of grille, hardware and art glass options. Its no wonder that they are our best-selling windows of all time. DURABLE y i • Virtually maintenance-free • Perma-Shield®exteriors never need painting and won't peel, blister, flake or corrode" -- • Frame exterior is protected by a tough vinyl cover that resists dents and repels water and provides long-lasting protection • Available with Stormwatch®protection for coastal areas ENERGY EFFICIENT m • Weather-resistant construction for greater comfort and energy efficiency • Weatherstripping is designed to seal out drafts,wind and water • Variety of Low-E4®glass options are available to help control heating and cooling costs In any climate • Many 400 Series casement windows have options that make them ENERGY STAR®v.6.0 certified throughout the U.S. BEAUTIFUL • Seven exterior color options • Natural pine,white,dark bronze or black'Interiors • Extensive hardware selection • Add style with grilles,exterior trim,art glass or patterned glass EXTERIOR COLORS MEN 0 -- — White Canvas Sandtone Terratone Forest Green Dark Bronze Black 'Dark Bronze and Black interiors are only available with Dark Bronze and Black exteriors respectively See your Andersen dealer for availability"Visit andersenwindows.com/warranty for details "ENERGY STAR"is a registered trademark of the U S Environmental Protection Agency 400 SERIES WOODWRIGHT" DOUBLE-HUNG WINDOWS 06 GLASS OPTIONS INTERIOR OPTIONS • Low-E4®glass • Low-E4 HeatLock®glass • Low-E4 SmartSun"glass • Low-E4 SmartSun HeatLock glass Maple Oak Pine white • Low-E4 Sun glass Naturally occurring variations in grain,color and texture of wood make each window one-of-a-kind. Additional glass options are available.Contact your All wood Interiors are unfinished unless prefinished White is specified. Andersen dealer for details. HARDWARE PATTERNED GLASS Ideal for letting light into the home while obscuring vision.Available in four attractive patterns. Antique Brass I Black Bright Brass 1 Brushed Chrome Distressed Bronze I Distressed Nickel Gold Dust I Oil Rubbed Bronze Obscure �.ascade Reed Fern Polished Chrome I Satin Nickel Stone I White EXTERIOR TRIM HARDWARE FINISHES `i Available In 11 colors to complement your exterior. MEN Antique Brass Black Bright Brass Brushed Distressed Distressed Chrome Bronze Nickel GRILLES Choose from dozens of popular designs or work with AndersenN HE 0 Gold Dust Oil Rubbed Polished Satin Nickel Stone White to create custom patterns. Bronze Chrome Distressed bronze and oil rubbed bronze are"living"finishes that will change with time and use. ADDITIONAL FEATURES SHAPE OPTIONS • New Easy Tilt-Release Lock system - In addition to standard rectangles,Woodwright®windows are available in that works by simply pushing your elegant arched designs. thumb forward.The window tilts inward to make cleaning your ! LJ ri window from the inside easy. • Natural wood sash interior with chamfer detailing and H� 0 L=.. matching wood jamb liners for an authentic look. • Sash joints simulate the look of traditional mortise-and- tenon construction inside and out. • Available with Stormwatch®protection for coastal areas. Printing limitations prevent exact color and finish duplication See your Andersen dealer for actual finish samples. Ande"`r'0s`e"n0", Nw ,, "Andersen'and all other marks where denoted are trademarks of Andersen Corporation. 02017 Andersen Corporation.All rights reserved SS_02703/17 For more Information, visit andersenwindows.com/400series For help finding an Andersen product or dealer near you , please call us at 877.577.7655 or visit andersenwindows.com. Ande"fs"len. `?"' WOODWRIGHT® DOUBLE-HUNG WINDOWS t When you unite classic craftsmanship with Andersen innovation, the result is a beautiful window that's built to last`. Andersen®Woodwright® double-hung windows with Easy Tilt-Release locks combine old-world character with modern technology, giving you the look you love with the features you need. For added style, we offer historically 17 accurate grille patterns, hardware and glass options. -- DURABLE • Virtually maintenance-free • Perma-Shield®exteriors never need painting and won't peel, blister,flake r or corrode' • Frame exterior is protected by a tough vinyl cover that resists dents, - repels water and provides long-lasting' protection ENERGY EFFICIENT r, - • Weather-resistant construction for greater comfort and energy efficiency • Variety of Low-E4®glass options are available to help control heating and cooling costs in any climate • Many 400 Series Woodwright®double-hung windows have options that make them ENERGY STAR®v.6.0 certified throughout the U.S. BEAUTIFUL • Seven exterior color options • Natural pine, maple,oak or a low-maintenance white interior • Extensive hardware selection • Add style with grilles,exterior trim or patterned glass EXTERIOR COLORS White Canvas Sandtone Terratone Forest Green Dark Bronze Black k� jW1 7r Jjy l �awl._J FFA 'Visit andersenwindows com/warranty for details. "ENERGY STAR"is a registered trademark of the U S Environmental Protection Agency. DRAWING I ZONING INFORMATION CO -F NSTRUCTION DOCUMENTS FOR : DWG.NO. DRAWING TITLE INITIAL ISSUANCE LATEST ISSUANCE ADDRESS: 855 LUPTON'S POINT ROAD, MATTITUCK, NY,SUFFOLK COUNTY, NEW YORK, 11952 REVISION NO.&DATE ZONING: R-40 RESIDENTIAL LOW DENSITY (1 ACRE) ARCHITECTURAL T-1.1.00 TITLE SHEET, PLOT PLAN,AND NOTES 11/06/2018 3 02/27/2019 DISTRICT 1000 '``' ALTERATIONS TO INTERIOR G-1.1.00 NOTES AND SYMBOLS 11/06/2018 3 02/27/2019 TAX MAP NO. SECTION: 115.00 BLOCK: 11.00 LOT(S): 5.0 •,, �`���, G-1.2.00 BUILDING CODE REFERENCE NOTES AND PLUMBING RISER 11/06/2018 3 02/27/2019 1 1/06/2018 3 02/27 2019 REQUIREMENT EXISTING PROPOSED PERMITTED G-2.100 SPECIFICATIONS / G-2.200 WOOD FRAMED CONSTRUCTION MANUAL TABLES 11/06/2018 3 02/27/2019 OCCUPANCY CLASSIFICATION SINGLE FAMILY EXISTING /NO CHANGE SINGLE FAMILYTHE MacDONALD RESIDENCE D-1.0.00 BASEMENT REMOVAL PLAN 11/06/2018 3 02/27/2019 LOT AREA PER DWELLING UNIT 15,140 SF EXISTING/ NO CHANGE 40,000 SF MIN D-1.1.00 FIRST FLOOR REMOVAL PLAN 11/06/2018 3 02/27/2019 ' LOT WIDTH 100 FT EXISTING/ NO CHANGE 150 FT MIN D-1.2.00 SECOND FLOOR REMOVAL PLAN 11/06/2018 3 02/27/2019 A-1.0.00 BASEMENT CONSTRUCTION PLAN 11/06/2018 3 02/27/2019 LOT DEPTH 183 FT EXISTING NO CHANGE 175 FT MIN / A-1.1.00 FIRST FLOOR CONSTRUCTION PLAN 11/06/2018 3 02/27/2019 MAX. PERCENT OF LOT COVERED BY BUILDING 12.35% EXISTING/ NO CHANGE 20% 855 LUPTON'S POINT ROAD, MATTITUCK A-1.2.00 SECOND FLOOR CONSTRUCTION PLAN 11/06/2018 3 02/27/2019 SUFFOLK COUNTY, NEW YORK, 11952 A-2.1.00 FRONT AND REAR ELEVATIONS 11/27/2018 3 02/27/2019 PRINCIPAL BUILDING A R C H I T E C T S A-2.2.00 LEFT AND RIGHT ELEVATIONS 11/27/2018 3 02/27/2019 FRONT YARD SET BACK 20.2 FT (GAR) 49.7 FT (RES) EXISTING/ NO CHANGE 50 FT MIN 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 A-3.0.00 BASEMENT REFLECTED CEILING PLAN 11/27/2018 3 02/27/2019 INTERIOR YARD P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com PROJECT N O. 18- 12646 A-3.1.00 FIRST FLOOR REFLECTED CEILING PLAN 11/27/2018 3 02/27/2019 SIDE YARD SET BACK 1 6.8 FT EXISTING/ NO CHANGE 15 FT MIN A-3.2.00 SECOND FLOOR REFLECTED CEILING PLAN 11/27/2018 3 02/27/2019 SIDE YARD SET BACK 2 15.4 FT EXISTING/ NO CHANGE 15 FT MIN A-5.1.00 FRAMING DETAILS 11/06/2018 3 02/27/2019 COMBINED WIDTH OF 2 YARDS 22.2 FT EXISTING/NO CHANGE 35 FT MIN g �NpER Rcti% A-5.2.00 FRAMING DETAILS 11/06/2018 3 02/27/2019 BUILE)" IING D NOTE REAR YARD SET BACK 78.9 FT EXISTING/NO CHANGE 50 FT MIN rL Q n A-6.1.00 SECTION AND DETAILS 02/27/2019 3 02/27/2019 BUILDING HEIGHT 21.3 FT/2 STY EXISTING/NO CHANGE 35 FT OR 2 1/2 STY MAX �' S P ARED USING THE ZOI(O NEW YORK STATE UNIFORM BUILDING GORE / 2015 LIVABLE FLOOR AREA PER DWELLING UNIT 2281 SF EXISTING/ NO CHANGE 850 SF MIN I. THESE CON-�rRUGTION DOCUMENT WERE REP PROJECT C � •` ``F � INTERNATIONAL RESIDENTIAL GORE IN CONJUNCTION W/ THE PRESCRIPTIVE DESIGN OF THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE & TWO FAMILY DWELLINGS (2015 EDITION) & ASCE 7 GARAGE 497 SF EXISTING NO CHANGE YES 2s / ARCHITECT CONTACT: NEIL MACDONALD,AIA, LEED AP OWNER: AMELIA MACDONALD BASEMENT 608 SF EXISTING /NO CHANGE YES 2. WHERE APPL_IGAPLE, THE ENER,GY CONSERVATION CALCI-CUWERE PREPARED USING THE 2015 INTERNATIONAL ENERGY WILLIAM F.TECHNCOLLINOLOGY D AIA ARCHITECT, LLP 15 BLUEBERRY RIDGE ROAD 12-1 TECHNOLOGY DRIVE SETAUKET,NY 11733 FIRST FLOOR 1272 SF EXISTING/ NO CHANGE YES CONSULIAI�"f---'""� CONSERVATION (ODE AS MODIFIED ICY THE ZOI(o NEW YORK STATE SUPPLEMENT. SETAUKET, NY 11733 P:631.689.8450 E:XT.115 P:631.476.4785 SECOND FLOOR 1009 SF EXISTING/ NO CHANGE YES NEIL.MACDONALD@WFCAIA.COM GENERAL NOTES: MUNICIPALITY NOTES: 1. ALL WORK SHALL M PERFORMED IN STRICT ACCORDANCE WITH THE 201/o NEW YORK STATE UNIFORM BUILDING GORE / 2015 1• ALL WORK SHALL 15E IN ACCORDANCE WITH THE TOWN Off SOUTHOLD GORE. INTERNATIONAL RESIDENTIAL GORE, THE WOOD FRAME GONSTRUGTION MANUAL FOR ONE & TWO FAMILY DWELLINGS (2015 EDITION) & A56E 7, TOWN OF SOUTHOLD GORE, SLFFOLK COUNTY GORES AND REGULATIONS, AND ALL OTHER GOVERNING 2. NO SITE WORK OR MAJOR EXTERIOR ALTERATIONS PROPOSED AS PART OF THIS APPLICATION. ANY EXTERIOR ALTERATIONS OR AGENCY NALPING REgJ]REMIENTS. SITE WORK MUST 15E FILED SEPARATELY WITH THE TOWN OF SOUTHOLP PLANNING, BUILDING, ENGINEERING AND TRUSTEES. 2. EACH GOIVFRAGTOR SHALL PE HELD RESPON61ft E TO HAVE VISITED THE SITE AND TO HAVE VERIFIED ALL EXISTING CONDITIONS 3_ NO CHANGE IN NU PER OF BEDROOMS, NO GRANGE IN 15UILDING AREA OR FOOTPRINT PROPOSED. PRIOR TO START OF THE WORK. NO. DATE SUBMISSION 3. DRAWINGS ARE NOT- TO M SCALED. WRITTEN DIMENSIONS SHALL SUPERSEDE SCALED DIMENSIONS. .4. NO WORK SHALL I3E PERFORMED WITHOUT' A f5UILDIN0 PERMIT ISSLU 115Y THE TOVWi OF SOLTHOLP BUILDING DEPARTMENT.. 0 11/06/18 ISSUED FOR FILING. 4. EXISTING CONDITIONS INDICATED ON PLANS HAVE SEEN DETERMINED VISUALLY. CONTRACTOR MUST FIELD VERIFY EXISTING 1 11/27/18 ISSUED FOR BID. CONDITIONS, AND REPORT ANY DISCREPANCIES TO THE ARGHITEGT, FOR REVIEW AND RESOLUTION. 2 12/31/18 REISSUED FOR BID. 3 02/27/19 FILING SUPPLEMENT. 5. ALL ITEMS OF WORK IDENTIFIED ON THESE DRAWINGS ARE DESIGNATED TO PE NEW UNLESS OTHERWISE NOTED. 6. GENERAL GONTRAGTOR SHALL ISE RESPONSIft E FOR ANY DAMAGE SUSTAINED TO EXISTING OR ADJACENT AREAS, BUILDINGS, SURFACES, PLANTINGS, ETC. DURING C-ONSTRUGTION AND SHALL M PESPONSIf5LE FOR ALL LAf5OR AND MATERIALS NEEDED TO REPAIR OR RER-A(E (AS DIRECTED 13Y OWNER) ALL ITEMS DAMAGED DURING CONSTRUCTION. ication 7. ALL NEW ,AND PATCHED SURFACES SHALL 15E PAINTED UNLESS OTHERWISE INDICATED. SURFACES NOT INDICATED 15LT ADJACENT May Be Rcquirctis TO A WAL_ OR PARTITION MALL HAVE THE SAME FINISH UNLESS OTHERWISE INDICATED. THIS APPLIES TO ALL AREA INC PING PUT- NOT LIMITED TO HIDDEN ELEVATIONS, ELEVATIONS NOT' SHOWN, WINDOW JAMS, DOOR JAMS, WINDOW SILLS AND as bu-► THE LIKE. OF ISTING WORK WHERE INDICA ON THESE PLANS OR AS NEEDED TO Dom' HOLE ��-` +PROCEEP WITH THE NEW S 8. GONTRAGT,OR SHALL PERFORM THE REMOVAL THE F.�( TED _ , RETAINED f5Y THE OWNER S�IF15EGOME PROPEAPPROVEP L RTY 0 HY THE E�GONTRAGTOR AND REMOVED FROM PREMISES.THAT ARE NOT TO $E k �( :� N DATE REVISION a l `'�-jai' KEY FLAN: DEEP HOLE CREEK 7 4 ................................... r 9. GONTRAGTOR SHALL REMOVE ALL DF$RIS AND GLEAN ALL AREAS EFFECTED fiY CONSTRUCTION PRIOR TO COMPLETION, LEAVING �, r '�..:.::.:.:.:.:.:.:::::::: INFORMATION FOR THIS PLOT PLAN WAS TAKEN FROM A LAND l�"jf (, + ....... JOI3 SITE FREE OF DUST AND DEI3RI5. SURVEY PREPARED 15Y PINNACLE L AND SURVEYORS, LLP, ` 10. GONTRAGTOR SHALL PROVIDE ALL TEMPORARY PROTECTION REQUIRED TO MAINTAIN WEATHER PROTECTION, AND SECURITY FOR DATED SETEMER U, 2018. i i � ,, REA OF WORK THESE PREMISES, THROUGHOUT THE 60UR5E OF GONSTRGTION. � ' '�' ....... 11. THE ARGHITE6T AND / OR HIS CONSULTANTS DO NOT IMPLY, NOR DO THEY ASSUME RESPONSIPILITY FOR, THE METHOD OF Iq DEMOLITION AND GONSTRUGTION. THE GONTRAGTOR IS RESPONSIaZ FOR PROVIDING AND INSTALLING ALL NECESSARY TEMPORARY SHORING, AND PROTECTION, REQUIRED FOR PROTECTING THE INTEGRITY OF THE STRUCTURE, AND INSURING THE a<t °a ,�' j�,s ' � 5 SAFETY O= IT'S OCCUPANTS. NOTE- v `i, ' , FWND A� I2. ALL WORK. TO j5E GUARANTEED AGAINST DEI=EGTS IN MATERIALS OR WORKMANSHIP FOR ONE YEAR AFTER AGGEPTANCE. PER TOWN OF saJFHOLD CODE SECTION 280-104 - t"�' '�v 13. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF r1E ARCHITECT, WHETHER THE G. EXGEPT- T'0 YARD REQUIRE1vIENTS; (3) "...STEPS MAY , +; 'sM PROJECT INNTOTO ANY REQUIRED YARD, PROVIDED THAT NO PART �l�*•��i Q ; PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOT I3E USED ON ANY OTHER PROJECT EXGEPr 15Y THEROF 15 NEARER THAN FOUR FEET TO ANY LOT LINE! r�°�. �� 7, �. WRITTEN AUTHORIZATION OF THE ARGHITEGT. 14• THE CONTRACTOR AND ALL SUl3GONTRAGTORS SHALL I3E LICENSE@ AND INSURED TO PERFORM THEIR WORK IN TMS AREA. ALLizoFr WORK SHALL M PERFORMED IN STRICT AGCORDANGE WITH ALL O.S.HA. STANDARDS. 1 SUP Tpr1'S 'Polo EXISTING DECK TO t5E 15AGK. SEE PLANS. REA STAIR - SEE NOTE REGNO IT-T-ED PROJEG N[*iT PROPOSED 15T FL. ea CANTILEVERED 15AY -� WINDOW. D D l��C''r � L:� � { ., .. , _ ) ten, GENERAL , ITE WORK NOTES: , �, , h. �+� ^ �� LL U 1. RESTORE ANY LANDSCAPING, GURI5S, PAVEMENT, PAVERS, PATIOS, WALKWAYS, ETC. THAT ARE PISTUR15ED DURING CONSTRUCTION. ?; yr• -- 115 M' ` "T =7 ��' w p c ;f� to= IOvYNOdaSUU-1"- a 2. ALL METHODS AND MATERIALS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPEGIFIGATIONS OF THE TOWN OF ' x ' STOP. ,* r ;? SOUTIOLD, A5 APPROPRIATE. P:� "V'` a,.. '�� i "� �' MACDONALD RESIDENCE .� - .� I VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO IfEGINNING WORK, AND TO TAKE MEASURES AS NECESSARY TO PROTECT ALL UTILITIES INTENDED TO REMAIN IN PLACE. ALL UT-ILITY RELOCATIONS WILL f5E PERFORMED PY THE GONTRAGTOR AND ' � TST 014HASr COORDINATED WITH THE APPROPRIATE UT-ILITY COMPANY. ' r ! ' t^rt�N+�� h. UTILITY MARK OUT SHALL �E PERFORMED PRIOR TO $EGINNING THE WORK. + ' ': ,.:_ : :., , ,; 855 LUPTON'S POINT ROAD 5 r T SHALL EMPLOY THE APPROPRIATE MAINTENANCE AND PROTECTION DURING 6.ON5rRUGTION. ' � ~ MATTITUCK, NY THE CON RAG oR -````` IS SHALL- NOT I3E BURIED ON THE SL�JEGT SITE. ALL UNSUITABLE MATERIAL SHALL �E DISPOSED OF IN AGGORDANGE WITH b iW � EXISTING ADDITI � lJ) a� 6. DEER GARAGE TO REMAIN. ALL LOCAL TOWN, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE GORES. ) � TITLE: 11 e �*� TITLE SHEET alln-4C�w PLOT PLAN & GENERAL NOTES "`• ( j , , 1 7i I R DATE: 11/06/18 Zp F+auau ... ... ..r HaNx PROJECT NO: - -�- tj AN -- - +t----* ° t�1 fH- fir-- ON _ _tH-ON " r DRAWN BY: PG ''a 79"�!5'f fl" W 1 t10.OQ' CHECKED BY: NM LUPTON POINT ROAM SCALE: AS NOTED (LUPTON'S POINT RDAD, 20' WIDE R.O.W) DRAWING NO: 0' 10' 20' 40' NNW" Ar9 AM PLOT PLAN ,.._20. 1 61 1 SCALE: 1 "=20' GONGRETE AND MASONRY NOTES: STRUCTURAL NOTES: FRAMING NOTES: 1. ANLL CONCRETE WORK SHALL BE NORMAL WEIGHT, MIXED AND PLACED IN ACCORDANCE WITH THE LATEST AL.I. I. ALL STRUCTURAL MEMBERS AND SHEATHIN& SHALL BE FASTENED AS PER THE WOOD FRAME GONSTRU6TlON MANUAL 1- UNLESS OTHERWISE NOTED, ALL FRAMING LUMMR TO BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL_ GRADE NO. 2 OR SPELIFIGATIONS AND SHALL HAVE THE MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE AS PER TABLE R402.2 (WF(,M) 201`- BETTER f = 950 MIN.- OF THE RESIDENTIAL GORE OF N.Y.S. h 2. ALL STRUCTURAL CONNECTORS AND ANGHOR5 SHALL BE INSTALLED AS PER MANUFACTURERS SPEGIFIGATIONS AND 2. ALL EXTERIOR FRAMING TO M STRUCTURAL GRADE TREATED L.UvIMR. ALL EXTERIOR CONNECTORS TO M GALVANIZED WITH ASEMENT WALLS FOUNDATIONS, BASEMENT SLABS, INTERIOR SLABS ON GRADE, EXCEPT GARAGE FASTENER SGHE7UES. POLYMER COATED FASTENERS, 2. INTERIOR GONGRETE � PER MANN. RECOMMENDATIONS. gi- FLOOR SLABS, AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER SHALL HAVE AN Fc = 2500 P.S.I. MIN. AT 28 DAY 2„ 3. THE STRUCTURAL DESIGN OF ALL PROPOSED NEW CONSTRUCTION IS IN CONFORMANCE WITH THE IREMENTS OF THECORNERS > TEST, UNLESS OTHERWISE NOTED ON PLANS. �QU 3. ALL SHEATHING TO BE APA. RATED, EXPOSURE I, I/2 MIN. THICKNESS. PERIMETER PANELS AT EDGE of ROOF & WALL < ZOI/v NEW YORK STATE UNIFORM BUILDING GORE 2015 INTERNATIONAL RESIDENTIAL CODE IN CONM VTION W THE ```` / / TO BE NAILED IN ACCORDANCE WITH TABLE 3.10 AND 3.11 OF THE WFLM. 2015 ED. PROVIDE SOLID BLOCKING. UNDER ALL SEAMS. ��:��ti ���: 3. EXTERIOR CONCRETE BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK PRESCRIPTIVE DESIGN OF THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE & TWO FAMILY DWELLINGS (2015 EDITION) EXPOSED TO THE WEATHER SHALL HAVE AN Fc = 3000 P.S.I. MIN. AT 28 DAY TEST, WITH 5-7% AIR ENTRAINMENT. AND ENEINEERE P DESIGN PER A5CE 7. A. USE SOLID BLOCKIN& OR X- BRACING BETWEEN ALL JOISTS 9 8'-0' MAX. SPACING. 4. CONCRETE PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER, AND &ARAEE FLOOR SLABS SHALL HAVE 4. ALL FLOOR AND CEILING) STRUCTURAL_ ME MPERS HAVE BEEN PE51ONE P TO ALLOW A MAXIMUM DEFL.FCTION OF L/3(,0. ALL 5. PROVIDE DOUBLE FRAMING) UNDER ALL POSTS & PARALLEL PARTITIONS. �? AN Fc = 3500 P.S.I. MIN. AT 28 DAY TEST, WITH 5-7% AIR ENTRAINMENT. ROOF RAFTERS HAVE BEEN DESIENED TO ALLOW A MAXIMUM PEH-WTION OF L1180. ALL EXTERIOR WALLS HAVE BEEN DESIGNED TO ALLOW A MAXIMUM DEFLECTION OF H/2-40. 6. ALL FLUSH WOOD CONNECTIONS TO 15E FASTENED WITH RATED METAL CONNECTORS BY SIMP60N STRONG TIE (OR EQUAL). 5. /VL EXTERIOR WALLS, FOOTINGS, GOLUviN FOOTFINDS, ETG SHALL BEAR ON UNDISTURBED VIRGIN SOIL HAVINe A MIN_ E'EARINE CAPACITY OF 2 TONS PER SQ. FT. 5. ALL FLUSH HEADERS TO HAVE JOIST HANGERS FASTENED AT CONNECTIONS OF HEMEfZS AND JOIST FRAMING. 7. INTERIOR HEADERS TO BE (2) 2'x8" TYPICAL UNLESS NOTED OTHERWISE. 6 WITH NDA SMALL PE ION PRN FRO N «�D, CONCRETE PLA6U IN WINTER TO BE PROTECTED IN ACCORDANCE (- �DIN�MDES EN STRESS OF 2900 P51, SHEAR STRESS OF 285 P511A AND PACIFIC, MOD. OF PR� xEqUAL WI PSTH N A1OW�E 8. EXTERIOR Is t. & 2nd. FL HEADERS AT WINDOWS & DOORS TO BE (2) 2"x12" TYP. UNLESS NOTED OTHERWISE A R C H I T E C T S 9- REFER TO WFLM. 2015 NAILING SCHEDULES AND TABLES ON DRAWING) SHEET 022. 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 7. PSL BEAMS AND HEADERS SHALL BE 2.0E PARAI.IAM PSL AS MANI�AGTURFID BY (TAUS JOIST) WEYERHAEUSER OR APPROVED EQUAL WITH AN ALLOWABLE BENDING DESIGN STRESS OF 2900 PSI, SHEAR STRESS OF 290 PSI, AND MOD. P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com OF ELAST. OF 2.0 x 10 PSI. Ry~� �INlsl�t NOTES: 8. ALL STRUCTURAL STEEL SHALL BE ASTM A992 &RADE 50 AND CONFORM TO THE RECOMMENDATIONS OF THE AMERIC �D Ac AN f o�P M \ PN INSTITUTE OF STEEL CONSTRUCTION 0166). WINDOW NOTES: ETG. OF ALL FIXTURES 9- ALL STRUCTURAL FIELD CONNECTIONS SHALL USE 3/4 DIA HIEH-STRENETH BOLTS, SET IN 13/IG DIA. HOLES, I• ALL WINDOWS ARE EXISTING) TO REMAIN. � '�_,• ,�� o � NOTE: TO &ENERAL CONTRACTOR. COORDINATE MANN, STYLE, FINISH, DOLOR, PLUvIBING, EQU1PMENT, CONFORMING TO ASTM A-325 SPECIFICATIONS. BOLT SPACIN& FOR COMPOSITE BEAMS SHALL BE I-0, OL. STAGGERED, MILLWORK, HARDWARE, LAMINATE, FLOORING, WALL COVERINGS, PAINT, TILE, ETG. WITH OWNER PRIOR TO SUBMITTING BID. 2 FROM TOP AND BOTTOM FOR ENTIRE LENGTH OF BEAM. 2. NO EXTERIOR WORK PROPOSED. r 10. SHEAR HOLD-DOWN CONNECTORS SHALL BE PROVIDED AT ALL OPENINGS AND CORNERS. ALL SHEAR HOLD-DOWNS SHALL 1. ALL. NEW FIRST FLOOR SPACES EXCEPT FOR THE BATHROOM SHALL RECEIVE (1) LAYER OF I/2" GYP. BD. WITH (1) GOAT OF BE MANUFACTURFID BY SIMPSON STRONG) TIE. SEE DETAILS ON SHEET A-5.1. SEE FLOOR PLAN FOR LOCATIONS. OF PRIMER AND (2) GOATS MIN. OF INTERIOR LATEX PAINT BY BENJAMIN MOORE OR APPROVED EQUAL. THE LAUNDRY CLOSET (LL.), II- DIME=N510N5 ON FLOOR PLANS LABELED WITH SUFFIX 5W ARE TO BE FIELD CONSTRUCTED TYPE I SHEAR WALLS IN IF APPLICABLE, SHALL RECEIVE WATER RESISTANT &YP. BD. ON ALL WALL SURFACES. COLOR TO BE COORDINATED WITH AGGORDANGE WITH WFGM 2015- CONSULTANT: OWNER. 2. 111E BATHROOMS SHALL RECEIVE (I) LAYER OF 1/Z" WATER RESISTANT ANTI-MICROBIAL EYP. BD. ON ALL WALL SURFACES 12. ENGINEERED FLOOR AND CEILING JOISTS SPECIFIED ON THESE DRAWINGS SHALL BE (TJI) LEVEL AS MAI�AGTUZED BY WEYERHAEUSER. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROPER INSTALLATION AND SHALL REFER TO THE EXCEPT IN THE SHOWER AREA, WHICH SHALL RECEIVE (1) LAYER OF I/2" "DUROCK' GEMENT BOARD. ALL WALL SURFACES MANUFACTURERS LATEST LITERATURE FOR INSTALLATION DETAILS AND FRAMINGM PROVIDE ALL NECESSARY LOCKING AND `HALL THEN RECEIVE CERAMIC TILE, STYLE AND COLOR TO 15E COORDINATED WITH OWNER. SQAUSI1 BLOCKS PER THE MANUFACTURERS LITERATURE. 3. ALL CEILING SURFACES SHALL RECEIVE (1) LAYER OF 1/2" GYP. BD. W/ (1) GOAT OF PRIMER, AND (2) GOATS OF BENJAMIN MOORE INTERIOR LATEX PAINT. COLOR TO 15E SELECTED BY OWNER. 4. THE BATHROOMS, MUD ROOM AND KITCHEN SHALL RECEIVE MUDSET PORCELAIN/CERAMIC FLOOR TILE OVER (1) LAYER OF HARDIBACKER AND 3/q! PLYWOOD SUBFLOOR. COORDINATE STYLE AND COLOR OF TILE, AND TYPE OF WALL BASE, WITH OWNER. PROVIDE A WATERPROOF ME MPRANE SYSTEM IN SHOWER AREA IN AGCORDANGE WITH THE TILE COUNCIL OF NORTH AMERICA (TGNA) LATEST ED.. PLUMING NOTES: NO. DATE SUBMISSION 5. INSTALL NEW WINDOW CA51N&S, EXTENSION JAMBS AND STOOLS AT ALL WINDOW LOCATIONS. PATCH AND REFINISH GYP. BD. 0 11/06/18 ISSUED FOR FILING. 1-0 MATCH EXISTING) IN ALL AREAS AFFECTED BY CONSTRUCTION. I. ALL PLUvIBINE WORK SHALL BE PERFORMED BY A LICENSED PLUMBER, AND SHALL BE PERFORMED IN ACCORDANCE WITH 1 11/27/18 ISSUED FOR BID. 6. f3ATHROOM VANITIES AND KITCHEN CABINETS SHALL BE 314, PLYWOOD CONSTRUCTION. WITH SOFT CLOSE FULL EXTENSION IN ACCORDANCE WITH THE ZOIC NEW YORK STATE= UNIFORM PLUMBING GORE / 2015 INTERNATIONAL RESIDENTIAL GORE 2 12/31/18 REISSUED FOR BID. DRAWER SLIDES AND CABINET DOOR HINEES BY BLUvI OR EQUAL. CONTRACTOR TO COORDINATE DOOR AND DRAWER PUL AND ALL APPLICABLE REQUIREMENTS GOVERNING. 3 02/27/19 FILING SUPPLEMENT. HARDWARE STYLE AND COLOR WITH OWNER. 2. ALL PLUMPIN& FIXTURES SHALL BE AS SELECTED BY OWNER. 7. ALL COUNTERTOPS TO BE SOLID SURFACE, GRANITE OR QUARTZ AS SELECTED BY OWNER. 3. PROVIDE AND INSTALL ALL PIPING), FIXTURES, FITTINES, VENTINE, TRAPS, ETC. A5 REQUIRED FOR PROPER INSTALLATION 8. BATHROOM SINKS SHALL BE WHITE, UNDER COUNTER 20' X 16" X 7 DEEP RECTAN&UAR OR OVAL BY KOHLER OR EQUAL, OF THE WORK A5 SHOWN ON THE DRAWINGS. UNL.E55 OTHERWISE SELECTED BY OWNER. COORDINATE FINAL SELECTION WITH OWNER- 4. HOT AND COLD WATER PIPING) SHALL BE TYPE 'L' RIC-711? COPPER WITH WROUGHT COPPER FITTINGS 95-5 SOLDERED. 9. FAUCETS AND SHOWER BODIES/CONTROLS SHALL BE SELECTED BY OWNER. SUPPLY LINES TO BE TYPICALLY I/2" OR AS REQUIRED. 10. MILLWORK CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING IN FIELD ALL VANITY AND CABINET LOCATIONS AND 5. SOIL, WASTE, AND VENT PIPING TO BE SGHEDLLE 40 P.VL., IN ACCORDANCE WITH APPLICABLE GORES AND REEU.ATIONS. DIMENSIONS PRIOR TO FABRICATION. G. PROVIDE V FREEZE PROOF HOSE 15IB55 IN LOCATIONS AS INDICATED. NO. DATE REVISION II• ALL BEDROOM CLOSETS SHALL BE FIT OUT AS PER OWNER. PROVIDE WHITE MELAMINE HAT SHELF WITH FINISHES EDGES, 7. PROVIDE AUTOMATIC SHUT-OFF VALVES AT WASHING MACHINE HOT" & GOLD WATER SUPPLY. DONT. CLOSET POLES, AND ALL HARDWARE FOR A COMPLETE INSTALLATION. KEY PLAN: DEEP HOLE CREEK 8. PROVIDE SCALD VALVES HOT WATER SUPPLY. 12. LINEN CLOSETS SHALL BE FIT OUT A5 PER OWNER. PROVIDE A MIN. OF (5) 22 INCH DEEP WHITE MELAMINE SHELVES WITH FINISHES EDGES. AREA OF WORK 13. 'PROVIDE AND INSTALL ALL BATHROOM AGGESSORIES, TOWEL BARS, ROBE HOOKS, ET-6 FOR A COMPLETE INSTALLATION. CONTRACTOR SHALL COORDINATE WITH THE OWNER, MANUF. STYLE, FINISH, ETG. WITH OWNER. PROVIDE 2X WOOD BLOCKING IN ELEGTRIGAL NOTES: 1 WALL AT ALL LOCATIONS. a s' ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICIAN, AND SHALL BE PERFORMED IN ACCORDANCE WITH ALL LAWS APPLYING TO ELECTRICAL INSTALLATIONS IN EFFECT IN THE TOWN OF 60U-HCLP AND WITH ALL 71 CURRENT RE&U ATIONS OF THE NATIONAL ELECTRIC CODE (NEL.) A5 MANDATED BY THE NEW YORK STATE BUILDING) SYMBOLS: �A �� GORE / UNIFORM FIRE PREVENTION AND BUILDING GORE AND NEPA. REVREMENTS. Af 45REVIATIONS: 2. THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION AND QUANTITY OF ALL RECEPTACLES, SWITCHES, LIGHT (EX DENOTES EXISTING) A/G AIR CONDITIONING EXH Ext1AUST OI-1 0 E�yD FIXTURES, TELEPHONE, DATA/GABLE JACKS, ROUTERS, ETG. WITH OWNER. G OPNG OPENING -------- IM" or Vx6" W. FF MIW ® I G,° OL. 1 ( ADJ ADJACENT EXI 5T Ex15TlN1 AFF ABOVE FINISH FLOOR EXT EXTRIOR OPP OPPOSITE W/ I/2" GYP BD BOTH 5�E5 rYP (UIIN) A 2 ELEVATION �� t ALT ALTERNATE FD FLOOR DRAIN PG POURED CONCRETE ALUM ALLNINILM FDN FOUJDATION PL PLATE \ FE FIRE EXTINGUISHER PLAM PLASTIC LAMINATE G OD NOTE: L.B.W. 2x�" or 2"xG" INT>=RIOR LOAD bEAR9J6 WALL (l-D.w) � UpToN.s pO1N� R� ARCH ARCHITECT (URAL) ENER Y G E RAISED FLOOR FIN FINISH ( ABOVE (EP) PNL PANEL W/ I/2" GYP. 130. BOTH SIDES TYP. (URN.) ARF 1 BD BOARD FIXT FIXTURE PTN PARTITION 1. TO THE BEST OF THE ARCHITECTS KNOWLEDGE, BELIEF AND PROFESSIONAL d PC-;Ev1ENT, THESE PLANS ARE IN A 2 DETAIL 15fT BELOW FIN151-0 FLOOR �R FI�RT= �) BRAD RR��� COMPLIANCE WITH THE N.Y.S. CONSERVATION GORE AND THE UNIFORM FIRE PREVENTION AND BUILDING GORE. BLDG) WLDING FPSG FIREPROOF -(.l1nING RD TROPE DRAIN ''" '''"�"' ;''""'" BRICK VENEER BI K BLOCK _ 2. PROVIDE AND INSTALL FORMALDEHYDE-FREE HIGH DENSITY KRAFT FACED FIBER GLASS BATT INSULATION BY JOHNS B4ff4M OF FFT TE FEETIN6 REff REINF REI CE MANVILLE TO ACHIEVE AN R-15 VALUE FOR 3-1/2" EXTERIOR WALL FRAMING, R-19 FOR 5-1/2" EXTERIOR WALL FRAMING, 15RC� BEARING AND R-30 IN CEILING ASSEMBLIES TO ATTICS SPADES, AND IN SPADES AS INDICATED ON PLANS. I CB CATCH BASIN GA GAGE, GAUGE RM ROOM A 2 �� SECTION Gi CAST IRON GG GENERAL CONTRACTOR RO ROUGH OPENING GONGRET E MASONRY UNIT (CMU) GL CENTER LINE EF1 GROUND FAULT INTERRIPT 5 SOUTH CL& CEILING GL 6LAS5, 6LAZIN6 SCWD SOLID GORE WOOD DOOR CLR CLEAR (RCE) GWB 6YP6lm WAIL BOARD 5F 69 ARE FOOT EXISTING) WALL WD POST CMU CONCRETE MASONRY UNIT HC HALON 60RE SIm 51SMILA CATION DEMOLITION NOTES: GNT R COUNTER HDR HEADER 4„X4" COL CamHDW HARDWARE SQA (U.O.N.) STEM I- DASHED LINES REPRESENT EXISTING WALLS, DOORS AND WINDOWS THAT ARE TO BE REMOVED IN THEIR ENTIRETY. GONG CONCRETE HOT HEIGHT STL 5 GT CERAMIC TILE HP HIGH POINT 5U5P SEPEIJ�D REPAIR ADJACENT WALLS, CEILING, FLOOR, ETG., WHICH ARE TO REMAIN, TO MATCH EXISTING. REROUTE OR REMOVE EXISTIN& WALL TO BE PATCHED EXISTING ELECTRIC AND/OR PLUMBING AND ASW61ATEP CONTROL DEVICES AS REQUIRED. VERIFY DIRECTION OF ALL CTR CENTER HTO HEATING T TREAD -� DEMO DEMOLITION HVAC HEATING VENTILATION THK THICK (NESS) ADJACENT FRAMING), AND PROVIDE TEMPORARY SHORING AND BRAGIN& AS REQUIRED. SEE FLOOR PLAN AND SECTION FOR � H05e BIB MAC D O N A L D RESIDENCE DEPT DEPARTMENT & AIR CONDITIONING TO. TOP of NEW STRUCTURAL INFORMATION. ------------ DF DRINKING FOUNTAIN IG ISOLATED GROUND T.O.S. TOP OF STEEL Z. THE ARCHITECT AND / OR HIS CONSULTANTS DO NOT IMPLY, NOR DO THEY ASSUME RESPONSIBILITY FOR, THE METHOD ------------ EXISTING WALL TO BE REMOVED DIA DIAMETER IN INCH TYP TYPICAL OF DEMOLITION AND CONSTRUCTION. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING) AND INSTALLING ALL NECESSARY WI NEW WINDOW DIAD DIAGONAL INSUL INISILATION UON UNLESS OTHERWISE NOTED TEMPORARY SHORING, AND PROTECTION, REQUIRED FOR PROTECTING THE INTEGRITY OF THE STRUCTURE, AND INSURING) 855 LUPTON'S POINT ROAD DIM DIMENSIONLAMINATED) VGT VINYL COMPOSITE TILE THE SAFETY OF IT'S OCCUPANTS. SLOPE PN DOWN LAVLAVATORYLAVATORY VIF VERIFY IN FIELD ROOF S- MATTITUCK, NY DP DAMP PROOFING LP LOW POINT VWG VINYL WALL COVERING pR DOOR MAX MAXIMUM W WEST DS DOWNSPOUT MECH ME1.f1ANIGAL WB WAIL BASE TITLE: PTL DETAIL MFR(D) MWACTbRE (R) A WG WATER CLOSET PARTITION TYPE DWG DRAWIN6 MIN MINIMLN yVp WOOD i-Vi* 61ASS DOOR DWR DRAWER MIR MIRROR WM WIRE ME5tt TES AND SYMBOLS E rw MO MASONRY OPENING, W/O WITHOUT p SHEAR WALL HOLD DOWN. EA EACH MTL METAL WP WATERPROOFING SEE FLOOR PIAN FOR LOCATION. ELEC ELECTRIC (AL) N NORTH WWM WE PM WIRE MESHELEV ELEVATION NIG NOT IN CONTRACT E=XISTING DOOR ENOL ENCLOSE (Et'JG O%FE) NOM NOMINAL WWF WELDED WIRE FABRIC 11/06/18 ETR EXISTING TO REMAIN NTS PROJECT NO:NOT TO SCALE OA OVE50 CFM EXHAUST FAN EQ E6�l,V4L RALL PG EW EACH WAY OG ON CENTER DRAWN BY: 2-(o X6-SN NEW DOOR CHECKED BY: NM SCALE: AS NOTED SMOKE DETECTOR DRAWING NO: AM EXISTING DOOR TO BE REMOVED m co CARBON MONOXIDE DETECTOR 2016 N EW YORK STATE UNIFORM CODE / 2015 INTERNATIONAL RESIDENTIAL CODE NOTES : 8305.1 MINIMUM HEIGHT. HABITABLE ROOMS, HALLWAYS, CORRIDORS, BATHROOMS,TOILET ROOMS, LAUNDRY ROOMS AND BASEMENTS SHALL R31 0.1.1 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET.24"MINIMUM R314 SMOKE DETECTION AND NOTIFICATION.ALL SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND INSTALLED IN HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET.THE REQUIRED HEIGHT SHALL BE MEASURED FROM THE FINISH FLOOR TO THE LOWEST CLEAR OPENING HEIGHT,20"MINIMUM CLEAR OPENING WIDTH,44"MAX STILL HEIGHT. ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. zliv " COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND UL 2034. PROJECTION FROM'THE CEILING. R310.2 WINDOW WELLS.THE MINIMUM HORIZONTAL AREA OF THE WINDOW WELL SHALL BE 9 SQUARE FEET(0.9 M2),WITH A MINIMUM `` A. HORIZONTAL PROJECTION AND WIDTH OF 36 INCHES (914 MM).THE AREA OF THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND HARD WIRED SMOKE ALARMS WITH BATTERY BACKUPS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 1. EACH SLEEPING ROOM 2. ' ' EXCEPTIONS: `` 1. BEAMS AND GIRDERS THE REQUIRED CEILING RESCUE OPENING TO BE FULLY OPENED. OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS,3.ON EACH ADDITIONAL STORY OF THE DWELLING, -ER S SPACED NOT LESS THAN 4 FEET ON CENTER MAY PROJECT NOT MORE THAN 6 INCHES BELOW HEIGHT. INCLUDING BASEMENTS AND HABITABLE ATTICS. WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES (1118 MM) SHALL BE R302.5 OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED.OTHER EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS IN ACCORDANCE WITH THE CODE. WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE `�4i` OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH 20 MINUTE FIRE-PROTECTION-RATED ASSEMBLIES EQUIPPED WITH INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. SELF-CLOSING DEVICES. THE STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON EITHER SIDE OF THE STAIRWAY AND THE R315 CARBON MONOXIDE ALARMS.ALL CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 2034 AND INSTALLED IN MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL NOT BE LESS ACCORDANCE WITH UL 2034 AND UL 217.COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE R302.6 SEPARATION REQUIRED.THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY HORIZONTAL OR VERTICAL THAN 31.5 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 MM) WHERE HANDRAILS ARE PROVIDED ON WITH UL 217 AND UL 2034. SEPARATIONS CONFORMING TO SECTION R302.6. BOTH SIDES. CARBON MONOXIDE ALARMS IN DWELLING UNITS SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE FROM THE RESIDENCE AND ATTICS: PARTITIONS USED TO SEPARATE AN ATTACHED GARAGE FROM A RESIDENCE OR ATTIC SHALL HAVE NOT LESS THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN 6 FEET 8 INCHES MEASURED FROM THE TREAD NOSING. VICINITY OF THE BEDROOMS. WHERE A FUEL BURNING APPLIANCE IS LOCATED WITHIN A BEDROOM OR ITS ATTACHED BATHROOM,A A R C H I T E C T S THAN (1) LAYER OF 'I/2"GYP. BD.APPLIED TO THE GARAGE SIDE. CARBON MONOXIDE ALARM SHALL BE INSTALLED WITHIN THE BEDROOM. THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4"AND THE MINIMUM TREAD DEPTH SHALL BE 10"IN CONFORMANCE WITH R314.2. MINIMUM 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 H VERTICAL SEPARATIONS.WHERE PARTITIONS ARE USED TO SEPARATE AN ATTACHED GARAGE FROM A HABITABLE SPACE ABOVE A GARAGE, HEADROOM 6'-8'.ALL STAIRS SHALL BE PROVIDED WITH ILLUMINATION IN ACCORDANCE WITH SECTION R311.5.3. ENCLOSED ACCESSIBLE CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com THE ASSEMBLY SHALL HAVE NOT LESS THAN (1) LAYER OF 5/8"TYPE"X"GYP.BD.APPLIED TO THE GARAGE SIDE. SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH COMMERCIAL POWER SOURCE,AND WHERE PRIMARY POWER IS INTERRUPTED,SHALL RECEIVE POWER FROM A BATTERY. GYPSUM BOARD. R302.9 WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT GREATER THAN 200.WALL AND CEILING FINISHES R807.1 ATTIC ACCESS. BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC QED A SHALL HAVE A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. , FINAL, INSTALLED STAIRWAYS, HANDRAILS,GUARDS SHALL BE INSTALLED IN FULL CONFORMANCE WITH THEIR RESPECTIVE CODE SECTIONS. AREAS THAT EXCEED 30 SQUARE FEET AND HAVE A VERTICAL HEIGHT OF 30 INCHES OR MORE.THE ROUGH-FRAMED OPENING SHALL NOT ��� NEER I,, 'y/T ARCHITECT IS NOT RESPONSIBLE FOR THESE INSTALLATIONS BE LESS THAN 22 INCHES BY 30 INCHES AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION.A 30-INCH -o R308 GLAZING AT HAZARDOUS LOCATIONS SHALL HAVE GLAZING PROTECTION IN CONFORMANCE WITH R308.IN GENERAL,GLAZING IN ALL MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT SOME POINT ABOVE THE ACCESS OPENING.SEE �tu Q r °, J' DOORS AND FIXED;TIDE PANELS, GLAZING LESS THAN 60"ABOVE SURFACES OF WHIRLPOOLS, BATHTUBS,SHOWERS, ETC., GLAZING IN AN R311.5.6 HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE SECTION M1305.1.3 FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTICS. INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24"ARC OF THE DOOR AND RISERS. J WHOSE BOTTOM EDGE IS LESS THAN 60"ABOVE THE FLOOR OR WALKING SURFACE, GLAZING OVER 9 SQUARE FEET,GLAZING LESS THAN 18" R808.1 COMBUSTIBLE INSULATION SHALL BE SEPARATED A MINIMUM OF 3 INCHES FROM RECESSED LIGHTING LUMINAIRES, FAN MOTORS, ABOVE THE FLOOR, GLAZING WITH TOP EDGE MORE THAN 36"ABOVE THE FLOOR,GLAZING WITH ONE OR MORE WALKING SURFACES WITHIN HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, AND OTHER HEAT-PRODUCING DEVICES OR SEPARATED IN ACCORDANCE WITH THE CONDITIONS STIPULATED IN THE FIXTURES LISTING. 36"HORIZONTALLY OF THE GLAZING, GLAZING ADJACENT TO STAIRWAYS/LANDINGS, ETC..SEE COMPLETE TEXT OF R308.4.GLAZING FOR SHALL BE NOT LESS THAN 34 RECESSED LIGHTING INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL MEET THE REQUIREMENTS OF SECTION Nl 101.3. �T OF SPECIFICS ON LOCATIONS AND EXCEPTIONS. INCHES. 81001 MASONRY CHIMNEYS SHALL BE CONSTRUCTED,ANCHORED, SUPPORTED,AND REINFORCED AS REQUIRED IN THIS CHAPTER OF THE -- R308.6 SKYLIGHTS AND SLOPED GLAZING SHALL COMPLY WITH THIS SECTION AND HAVE FULLY TEMPERED GLAZING. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT,FROM A POINT DIRECTLY ABOVE THE TOP RISER OF BUILDING CODE AND THE APPLICABLE PROVISIONS OF CHAPTERS 3,4, AND 6 WITH APPLICABLE CLEARANCES TO COMBUSTIBLES AND CONSULTANT: THE FLIGHT TO A POINT FIRESTOPPING. EXCEPTION:IN LIEU OF PROVIDING PARTITIONS THAT HAVE A 3/4-HOUR FIRE-RESISTANCE RATING,ONE LAYER OF 5/8 INCH THICK,TYPE-X, DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY GYPSUM BOARD MAY BE INSTALLED ON THE GARAGE SIDE AND ONE LAYER OF 1/2 INCH TYPE X, GYPSUM BOARD MAY BE INSTALLED ON THE TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2 INCH BETWEEN THE WALL AND THE HANDRAILS. R1004 FACTORY BUILT FIREPLACES SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE RESIDENTIAL CODE OPPOSITE SIDE.APPLICATION SHALL BE IN ACCORDANCE WITH SECTION R702.3. OF NEW YORK STATE. FACTORY BUILT FIREPLACES SHALL BE TESTED IN ACCORDANCE WITH UL 127. ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE TYPES PERMITTED BY THE CODE OR PROVIDE EQUIVALENT GRASPABILITY IN ACCORDANCE R309.2.2 HORIZONTAL SEPARATIONS.WHERE HORIZONTAL CONSTRUCTION IS USED TO SEPARATE THE GARAGE FROM THE LIVING SPACE OR ITS WITH R311.5.6.3. R1005 FACTORY BUILT CHIMNEYS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED AND TERMINATED IN ACCORDANCE WITH THE ATTIC,SUCH CONSTRUCTION SHALL BE PROTECTED WITH ONE LAYER OF 5/8 INCH THICK TYPE X,GYPSUM BOARD,INSTALLED IN ACCORDANCE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE RESIDENTIAL CODE OF NEW YORK STATE. WITH THE REQUIREMENTS OF SECTION R805.1. OPENINGS IN HORIZONTAL SEPARATIONS SHALL NOT BE PERMITTED EXCEPT WHERE THE RESIDENCE R312.1 GUARDS. PORCHES, BALCONIES, RAMPS OR RAISED FLOOR SURFACES LOCATED MORE THAN 30 INCHES (762 MM) ABOVE THE FLOOR IS OTHERWISE PROTECTED BY VERTICAL SEPARATIONS.WHERE THE HORIZONTAL SEPARATION IS A FLOOR-CEILING ASSEMBLY,THE STRUCTURE OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT.OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 5/8 INCH TYPE X GYPSUM BOARD OR EQUIVALENT. THAN 30 INCHES (762 MM) ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 INCHES (864 MM) IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS. (SECOND STORY GUARDS ARE RECOMMENDED TO BE HIGHER.) GARAGE FLOOR SURFACES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO DRAIN TOWARD THE MAIN VEHICLE ENTRY ALLOW . DEFLECTIONS O ST R U CT. MEMBERS DOORWAY. REQUIRED GUARDS ON SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4 INCHES OR MORE IN DIAMETER. TABLE R301 .7 NO. DATE SUBMISSION R310.1 EMERGENCY ESCAPE AND RESCUE REQUIRED. BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE AT ONE LEAST ONE OPERABLE EMERGENCY AND RESCUE OPENING.SUCH OPENING SHALL OPEN DIRECTLY INTO A PUBLIC STREET, PUBLIC ALLEY,YARD STRUCTURAL MEMBER ALLOW. DEFLECTION 0 11/ ISSUED FOR FILING. OR COURT. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, EMERGENCY EGRESS AND RESCUE OPENINGS SHALL BE REQUIRED 1 11/2277/18/18 ISSUED FOR BID, IN EACH SLEEPING ROOM, BUT SHALL NOT BE REQUIRED IN ADJOINING AREAS OF THE BASEMENT.WHERE EMERGENCY ESCAPE AND RESCUE RAFTERS HAVING SLOPES GREATER THAN 3/12 W/NO L/180 2 12/31/18 REISSUED FOR BID. OPENINGS ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR.WHERE A DOOR OPENING FINISHED CEILING ATTACHED TO RAFTERS 3 02/27/19 FILING SUPPLEMENT. HAVING A THRESHOLD BELOW THE ADJACENT GROUND ELEVATION SERVES AS AN EMERGENCY ESCAPE AND RESCUE OPENING AND IS PROVIDED WITH A BULKHEAD ENCLOSURE,THE BULKHEAD ENCLOSURE SHALL COMPLY WITH SECTION R310.3.REFER TO THE COMPLETE INTERIOR WALLS AND PARTITIONS H/180 BUILDING CODE FOR MORE INFORMATION. plo&T J L3'/ VTR ploof FLOORS L/360 TABLE PN11.3 CEILINGS WITH BRITTLE FINISHES L/360 SIZE OF GGM15INATION WASTE AND VENT PIPE ATTIC I ATTIC CEILINGS WITH FLEXIBLE FINISHES L/240 MAXIMUM NLNPER OF FKrLFE UNIT ALL OTHER STRUCTURAL MEMBERS L/240 DIAMETER OF (d.f.u) PIPE OR ZP�I OR 70 A GOI EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 N2Y.TN6 tIGRl7LTlf'll.ORNYAi LGidllfiTHb P A ORp DRNI 6TALK tU-�Nfi .iORAN -�- EXTERIOR WALLS-WIND LOADS WITH 6THER BRITTLE FINISHES H/240 NO. DATE REVISION 3 4 2 12 12 2 (RENOVATED I 2!' 2 EXTERIOR WALLS-WIND LOADS WITH kEXIBLE FINISHES H/120 KEY PLAN: DEEP HOLE CREEK NEW IRENOVATED I MASTER f5ATt1ROOM I I15ATrIRooM I NEW LINTELS SUPPORTING MASONRY VENEA WALLS L/600 LAV. I LAV. NOTE: PAN LENGTH, H=SPAN HEIGHT. AREA OF WORK 3 12 31 A.THE WIND SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF 1 4 20 50 I NEW DETERMINING DEFLECTION LIMITS HEREIN. gib/ h NEW St1WR NEW B. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER hi'� NEW I 1 '� 1 NOTE: 2ND FLOOR wG TUi3 FD W(l 2ND FLOOR � I. MATERIA-6 FOR DRAINS, WASTE, AS VENT'S BALL I IN , A► WITH - - DESIGN LOADS PER SECTION TApLE P3002.1 AND P3111.3 OF THE RESIPENTIAL GORE X N.Y.S. 3„ 2„ � 2. CONTRACTOR TO PROVIDE FLU5H, TAPED IN, A GESS PANELS AT ALL CLEAN 3„ R301 .5 OUT LOCATIONS. 3. VERIFY SIZES O= EXISTING PLUMPING, AND REPORT DISCREPANCIES TO 3„ 3„ LIVE DEAD 0 1. ARCHITECT. „ 3 30 10 ROOF: SNOW LOAD: 'y� 1 3 PER 7:12 PITCH F- I 40 10( J BALCONIES/DECKS/PORCHES _.- LvPTON 5 2" 2" I RENOVATED RENOVATED 2" 40 10 ROOMS OTHER THAN SLEEPING ROOMS RENOVATED I 2" I 2" I MIAROOM KITCHEN I I MLp ROOM I I 30 10 SLEEPING ROOMS AT OM I REN ATED �}" 2 I I NEW 20 10 ATTICS WITH STORAGE NEW WASHER I NEW I KIT'6HEN LAV SINK 10 10 ATTICS WITHOUT STORAGE 2 I I NEW SINK 30 10 HABITABLE ATTICS SERVED WITH FIXED STAIRS I NEW �� NEW NEW SHWR I 2" GD. 2" NEW 40 10 FIRE ESCAPES IST. FLOOR Ew wG C )7W IST FLOOR 200 0 GUARDS AND HANDRAILS 2" 3" 2 50 0 GUARD INFILL COMPONENTS EXIST. LAV 50 50 PASSENGER VEHICLE GARAGES 3" 3" 40 10 STAIRS MACDONALD RESIDENCE EXISTING GENERAL CODE REFERENCES G.O. GO. LAV 855 LUPTON'S POINT ROAD P L U IVI B I N G RISER D I AG MOVE INTO - - EX161 1. WHERE APPLICABLE,THE MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 12-24 OF THE 2015 INTERNATIONAL SANITARY EXISTIN& FXIST RESIDENTIAL CODE. MATTITUCK, NY M005E 2.WHERE APPLICABLE,THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 25-33 OF THE 2015 INTERNATIONAL N.T.S. TRAP )3ASEMENT BASEMENT RESIDENTIAL CODE. TITLE: 3. ELECTRICAL EQUIPMENT AND WIRING SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 3441 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. BUILDING CODE REFERENCES CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA INSULATION SCHEDULE 4. EXTERIOR WINDOWS,GLASS DOORS AND GLAZING SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R609.3 AND 308.6.9. AND PLUMBING RISER TYPE LOCATION THICKNESS R-VALUE 8301 .2( 1 ) (SUFFOLK COUNTY) 5. IN ALL FRAMED WALLS, FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE,A MOISTURE VAPOR EXPANDED EXTERIOR WALL - RETARDER SHALL BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ACCORDANCE WITH SECTION R318. DATE: 11/06/18 WIND DESIGN SUBJECT TO DAMAGE FROM POLYSTYRENE (EPS) CONTINUOUS 1/2 INCH 2 - GROUND SEISMIC TERMITE WINTER ICE BARRIER AIR MEAN 6.WALL AND CEILING FINISHES SHALL HAVE AFLAME-SPREAD CLASSIFICATION OF NOT GREATER THAN 200 WITH ASMOKE-DEVELOPED PROJECT NO: SNOW SPEED TOPOGRAPHIC SPECIAL WIND-BORNE DESIGN FROST LINE DESIGN UNDERLAYMENT FLOOD HAZARDS/ FREEZING ANNUAL 2X12 ROOF INDEX OF NOT GREATER THAN 450 IN ACCORDANCE WITH SECTION R315. DRAWN BY: PG LOAD (MPH) EFFECTS WIND REGION DEBRIS ZONE CATEGORY WEATHERING DEPTH TEMP REQUIRED FIRM PANEL/ DATE INDEX TEMP. KRAFT FACED BATTS RAFTERS 12 INCH 38 MODERATE TO NO - ZONE 'X' 2X8 ROOF 7.INSULATION SHALL HAVE A FLAME-SPREAD INDEX OF NOT GREATER THAN 25 WITH A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN CHECKED BY: NM / KRAFT FACED BATTS RAFTERS 5 1/2 INCH 21 450 IN ACCORDANCE WITH SECTION RR316. SCALE: AS NOTED 20p s f I30 (,i_T. NO NO NO � SEVERE 3 FEET NEAP. 10.6 YES kl,�10�16040,21­1 / 9/x}/18 `I`'2 YE5 52.7 KRAFT FACED BATTS 2X10 CEILING 10 INCH 30 8.INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R702.3 AND EXTERIOR WALL COVERING SHALL BE IN DRAWING NO: NOTES: JOISTS 1.SUBJECT PROPERTY IS NOT LOCATED WITHIN A FLOOD HAZARD AREA. ACCORDANCE WITH SECTION 8703.4. 2.SUBJECT PROPERTY IS LOCATED WITHIN A WINBORNE DEBRIS REGION. ROOFING SHINGLE FASTENING SHALL CONFORM TO HIGH WIND KRAFT FACED BATTS TJI FLOOR JOISTS 12 INCH 38 9.ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. 91 - = I 02 ZONE REQUIREMENTS. WINDOW OPENINGS SHALL BE PROTECTED IN ACCORDANCE WITH THE WFCM 2015. EXTERIOR WALL KRAFT FACED BATTS CAVITY 73.5 INCH 15 10.WHERE APPLICABLE,THE FIREPLACE AND CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CHAPTER 10& 18 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. DIVISION 1 -GENERAL REQUIREMENTS 8. Beam pockets shall be formed into concrete walls to provide a continuo.n level flat solid bearing surface 2. Bearing Walls supporting one floor or more: 1.Work performed shall comply with the following: for all beams. a. Partitions must be constructed of minimum 2 x 4 studs spaced 16"o.c.of type lumber specified. a.These general notes unless otherwise noted on plans or specifications. b.If a double top plate of less than 2-2 x 6's or 3-2 x 4's is used,floor joists shall be centered directly over and below bearing wall studs with a b. Building Code as specified on the architectural drawings. DIVISION 6-WOOD tolerance of no more than 1"unless substantiated by engineering calculations. c.All applicable local and state codes,ordinances and regulations. A. Lumber Grade:American Softwood Lumber Standard c. Bearing stud walls must be sheathed with a minimum 1/2"gypsum board fastened according to drywall manufacturer recommendation. ., { fi d. in areas where the drawings do not address methodically,the contractor shall be bound to perform in strict Gradin shall comply with DOC PS 20-70 and applicable Western Wood Products Association standards. R.Wood Roof Trusses: t tz compliance with manufacturer's specifications and/or recommendations. g p Y pp 1.Timber trusses shall be designed in accordance with accepted engineering practices.Calculations,joint strength information (allowable ,,:� . .t e e otherwise noted No.2 rade. Douglas Fir-Larch with the following minimum structural values. load per square inc or per ail allowable edge distance allowable end distances) load e 2.On-site verification of all dimensions and conditions shall be the responsibility of the general contractor and his subcontractors 1.All lumber shall b , unless oth g g g p q h p n g n ) I test data and other information as necessary shall be a. Extreme fiber bending stress:2 x &WIDER Fb 875 PSI submitted to local authorities for approval prior to fabrication. Each truss shall be secured at bearing with one 'rafter tie metal type anchor at NE 3. Noted dimensions take precedence over scale. Never scale directly from drawings. Contractor should consult Engineer in case of question. b.Horizontal Shear: Fv =95 PSI each end. ` `> '>< 4i *iil�2.l:ti.;: c. Compression perpendicular to grain: FcL=625 PSI ` K, 4.The general notes and typical details apply throughout the job unless otherwise noted or shown. d.Compression parallel to grain: Fc = 1300 PSI 2.Scissor Trusses: Manufacturer to calculate horizontal thrust of trusses subjected to design loads and to include this information with shop ;, g e.Modulus of elasticity: E= 1,600,000 PSI drawings. Each truss to be secured at one end with a metal"rafter tie"type anchor and a scissors truss connector,"Simpson"or approved 4 £h ., 5. Discrepancies: The contractor shall compare and coordinate all drawings;when in the opinion of the contractor,a discrepancy exists he f.Moisture content: 19%maximum equal,at the other end to tie down the truss while permitting the truss to move outward without deflecting the wall. shall promptly notify the Engineer,in writing, before proceeding with the work or he shall be responsible for the same and any indirect results of his action. 2.Other species may be used provided substituted species shall meet or exceed requirements noted above. 3.Truss diagrams and truss layout plan show design intent only. Truss manufacturer shall verify all spans, dimensions,heel heights, pitches, etc. Fabricator must submit two sets of component shop drawings and truss layout plan,each sealed by a professional engineer registered in the 6.omissions: Architectural drawings and specifications shall be considered as part of the conditions for the work. In the event that certain 3. Moisture content: All lumber 4"and deeper shall have moisture content not greater than 19%, air dried lumber is desired but not necessary. jurisdiction where the construction is taking place,to Engineer prior to fabrication,one for Engineer's records and one to be returned to features of the construction are not fully shown on the drawings,current national,state and local codes, ordinances,regulations or agreements Lumber may be kiln dried, however drying process must be slow and regulated to cause a minimum amount of checking,comparable with air contractor after review. as well as current acceptable building practices shall govern,and their construction shall be of the same character as for similar conditions dried stock. that are shown or noted. 4.Truss shop drawings indicating calculations,loading,load test data, horizontal thrust and any other information required shall be sealed by a A R C H I T E C T S 4.All exterior lumber and lumber in contact with masonry or concrete shall be pressure preservative treated in accordance with AF&PA professional engineer registered in the jurisdiction where construction is taking place and be submitted to building officials prior to fabrication. 7.The Engineer will not be responsible for and will not have control over construction means, methods,techniques, sequences or procedures, standards and stamped"Ground Contact 0.40 lbs/cubic foot". 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 or for safety precautions and programs in connection with the work, and will not be responsible for the failure of the Client or his contractors, 5.Store trusses above grade on wood sticking in such a way to prevent bending,warping or deflection of trusses. P. 631.689.8450 ) F. 631.689.8459 www.wfcaia.com subcontractors, or anyone performing any of the work, to carry out the work in accordance with the approved contract documents. 5.Grade stamps shall appear on all lumber. 6. Roof Truss Bracing: Install permanent bracing for all wood roof trusses as specified below. Follow all recommendations specified in Bracing _ 8.An and all drawings and specifications for sitework,plumbing supply or waste,electrical circuit and heating,ventilating,fabricated 6.Store all lumber above rade and protect from exposure to weather. Wood Trusses: Commentary and Recommendations BWT-76 published b the Truss Plate Institute, Inc. D A�I Y 9 p p g Pp Y circuitry, g, g, g p p ry p Y trusses,and air conditioning systems are not a part of the professional services provided to the Client by the Engineer unless included underD ARC�/j�, their agreement. Any discrepancies with these documents by any of the above listed services as shown in documents prepared by others B. Flitch Beams: a.Top Chord Plane: Properly installed plywood sheathing with staggered joints and correct nailing should adequately brace the top chord �� PNOER A9gc� � 1. Flitch beams shall have a minimum fb= 15000, E=11.4 with 1/2 bolts located not closer than 2 from the top and bottom edge unless plan. However,when able end trusses are used, continuous 2 x 4 braces should be installed at a 45"angle to the truss framing. These braces O �+ y A should be indicated in writing to the Engineer immediately. otherwise noted. There shall be a bolt top and bottom 2"from each end (see typical flitch plate bolt pattern detail). should occur at 3 points on each gable end: midspan between roof center-line and wall on each side of center-line and at enter line of d . r 9. Prior to application for building permits,the Contractor will furnish the Engineer with two sets of shop drawings of all prefabricated roof. w `3 components,one set to be retained by Engineer,the other set to be returned to contractor after review. Items requiring shop drawings include C. Joist Hangers: z but are not limited to roof trusses,floor trusses,stairs,cabinets,vanities,etc. Should the design or configurations of any prefabricated 1.All purlins,joists and beams not framed over supporting members shall be supported b.Web Member Plane: Provide continuous 2 x 4 braces at 45deg angle from the bottom chord of the truss. This brace should cross at least 4 cr ® component be modified during construction from previously approved shop drawings, the Engineer shall be furnished, prior adjacent trusses and terminate at the truss ridge. Securely nail this brace to all members it crosses. Install this bracing at all gable or end wall .9 0 3cj�N to fabrication,with revised shop drawings incorporating the revision. If the Engineer is not provided with the above information, the client shall 2. Joist hangers shall be prime quality steel which conforms to ASTM-A525,min.22 gauge. Products acceptable conditions and at 14 foot minimum Intervals throughout the truss system. defend,indemnify,and hold harmless the Engineer from any claim or suite whatsoever,including but not limited to,all payments, expenses or shall be Simpson, Kant-Sag,or equivalent, costs included,arising or alleged to have arisen from prefabricated items. c. Bottom chord plane: provide continuous 2 x 4 braces on top of the bottom chord of all roof trusses. three rows minimum are required CONSULTANT: D. Bolts in Wood Framing: located at the 1/4 points of the truss span. securely nail these braces to all members that it crosses. 10.The conditions and assumptions stated in these specifications shall be verified by the contractor for conformance to local codes and 1.All bolts in wood framing shall be standard machine bolts with standard malleable iron washers or steel plate washers. conditions. In the event of a discrepancy between these specifications and local codes or conditions,the contractor shall notify the Engineer in writing of the discrepancy and special engineering requirements shall be applied to insure the building's structural integrity. 2.Steel plate washer sizes shall be as follows: a. 1/2"and 5/8"Diam. bolts-2-1/4"sq.x 5/16" S.Wood Floor Trusses: b.3/4"Dia. bolts-2-5/8"sq.x 5/16". 1. Floor trusses to be manufactured and installed in strict accordance with manufacturer's recommendations. All spans,joist depth and 11.These requirements may be superseded by more stringent information contained within 3. Each bolt hole in wood shall be drilled 1/16"lar larger than diameter of bolt. p p the drawings. The more stringent shall be followed. g spacing to be verified by manufacturer's.Shop drawings indicating calculations,loading,load test data and any other information required 4. For sill anchors,see typical details on architectural drawings. shall be sealed by a professional engineer registered in the jurisdiction where construction is taking place. Truss manufacturer shall verify all 12.Soil conditions shall conform to or exceed the following conditions: spans,dimensions, bearing points spacing,etc. Fabricator must submit two sets of complete shop drawings and truss layout plan,each sealed Bearing Capacity: Min.2000 psf.field verified under all footings and reinforced slabs. E. Lag Bolts: by a professional engineer registered in the jurisdiction where the construction is taking place,to Engineer prior to fabrication,one for Engineer's Water Table: Min.2'-0" below bottom of all concrete slabs and footings. Footings,foundations,walls,and slabs shall not be placed on or in 1.Shall be of structural grade steel. records and one to be returned to contractor after review. Marine Clay, Peat and other organic materials. 2.Store trusses above grade on wood sticking to prevent contact with bare each Cover with tarpaulins to prevent exposure to the elements. 2.Washers shall be placed under the head of lag bolts bearing on wood. (Length of lag bolts shall be minimum Always store upright,especially if stacking. 13. Live Loads: Roof: 20psf. Floor:40psf (except sleeping rooms:30psf). Exterior Balconies:60psf. Stair Landings:40psf. Wind Load: 15psf. 2/3 depth of members being bolted together. NO. DATE SUBMISSION Garage:50psf. Maximum foundation lateral pressure: 40psf. Dead Loads: l Opsf. Decks: 40psf.Attics without storage l Opsf.Attics with storage F.Altering Structural Members: DIVISION 7-THERMAL AND MOISTURE PROTECTION 0 11/06/18 ISSUED FOR FILING. 20psf. Guardrails 8,Handrails 200psf. A. Roofing: 1. No structural member shall be omitted, notched,cut, blocked out or relocated without prior approval by the Engineer. Do not alter sizes of 1 11/27/18 ISSUED FOR BID. 14. Bottom of footings shall extend below frost line of the locality and minimum 3'-0"below existing grade to undisturbed soil or soil compacted members noted without approval of Engineer. 1. Fibs otherwise Shingles:erglass THIRTY Install year according cord el to manufacturer'snshingles over I layer of 30#asphalt saturated felt underiayment 2 12/31/18 REISSUED FOR BID. to 95 as verified by a soils engineer licensed in the locality where project is being built. 2.Cedar Shakes: #2 grade red-label cedar shakes (18" 1 x.457) over one layer 30# a.s.f.underiayment. Install with 4 3 02/27/19 FILING SUPPLEMENT. G. Built-up Beams: 1/2"weather exposure. Apply an 18"wide strip of 30# a.s.f.over each course of shakes,9"from bottom edge of shake 15.All foundation wall backfill under slabs where distance from edge of wall to edge of undisturbed soil exceeds 16", but less than 4'-0",shall 1. Built-up beams or joists formed by a multiple of 2 x members shall be interconnected as follows: extending over top of shake and onto sheathing. consist of clean, porous,soil compacted in 6"layers to 95 or provide #4 rebar at 2'-0"o.c., l'-0"beyond edge of undisturbed soil and 1'-0"into a.Members 9-1/4"and less in depth: glue and internail w/2 rows 16D nails at 12"o.c.staggered. 3. Eave Flashing: See note B-4, below. foundation wall. b.Members greater than 9-1/4"in depth or multiple 3 x members through bolt with 1/2"diameter machine bolts at 24"o.c.staggered. B. Flashing: 16. Free drainingranular backfill SM or better shall be used against foundation walls consistent with the architectural plans and related H. Cutting of Beams,Joist and Rafters: 1.All Flash alflashl ex counter flashing,and coping when rs metal shall e of not less than no.26 U.S.gauge corrosion-resistant g ( ) g p 2. Flash all exterior openings and all building corners with approved material to extend at least 4"behind wall covering. Cover all exposed details. Equivalent fluid pressure of backfill not to exceed 40pcf (pounds per cubic foot). If backfill pressures exceed 40pcf, then walls must be 1.Cutting of wood beams,joists and rafters shall be limited to cuts and bored holes not deeper than 1/6 the depth of the member and shall plywood at building corners with waterproof building paper. designed for actual pressures by a registered Professional Engineer licensed in the locality where project is being built not be located in the middle of 1/3 of the span. Notch depth of the ends at the member shall not exceed 1/4 the depth of the member. Holes 3.Step flash at all roof to wall conditions. Flash and caulk wood beams and other projections through exterior walls or roof surfaces. bored or out into joist shall not be closer than 2 inches to the tip or bottom of the joists and the diameter of the hole shall not exceed 1/3 the 4. Eave flashing shall consist of two layers of 15# a.s.f.cemented together in addition to required nailing from the edge of the eave up the roof 17. Unbalanced fill not to exceed 7-9'unless otherwise noted and substantiated by engineering calculations. Backfill shall not be placed depth of the joist. The tension side of beams,joists and rafters of 4 inches or greater nominal thickness shall not be notched,except at ends of to overlay a point 36 inches inside the interior wall line of the building. against walls until slabs-on-grade and framed floors are in place and have reached their design strength. Proper precautions shall be taken to members. brace foundation walls when backfilling. Where backfill is required on both sides, backfill both sides simultaneously. C.Attic Ventilation: NO. DATE REVISION 1 1 Pipes in Stud bearing Nails or Shear Nails: 1. Enclosed attic truss spaces and enclosed roof rafters shall have cross ventilation for separate space with screened ventilating openings . Notches or bored holes to studs of bearing walls or partitions shall not be more than 1/3 the depth of the stud. protected against the entrance of moisture and rain in accordance with the WFCM, IBC, NYS and local codes and ordinances. See details on DEEP HOLE CREEK DIVISION 3-CONCRETE J. Bridging and Blocking: architectural plans for locations and details. KEY PLAN: 1.There shall be not less than one line of bridging in every eight feet of span in floor,attic and roof framing. The bridging shall consist of not less A. General: than one by three inch lumber double nailed at each end or of equivalent metal bracing of equal rigidity. Midspan bridging is not required for DIVISION 8-DOORS AND WINDOWS AREA OF WORK 1.The concrete properties shall be as follows: attic or roof framing where joist depth does not exceed twelve inches nominal. Block solid at all bearing supports where adequate lateral Item Min. Comp.Strength Min.Aggregate size Slump support is not otherwise provided. Block all stud walls at maximum intervals of eight feet with minimum of 2 x solid material with tight joints. A.General a @ 28 Days (PSI) Provide 2 x firestops at mid-point vertically of stud wall. Bridging as required by floor truss manufacturer's printed instructions. 1.Windows in buildings located in wind-borne debris regions shall have glazed openings protected from wind-borne debris or the building shall / h 1 be designed as a partially enclosed building in accordance with the Building Code of New York State. Glazed opening protection for K - Footings 3,000 1/2"-l" 4"-+1 ,j . Slab-on-Grade 2,500 1/2"-1" 4"±1/2" wind-borne debris shall meet the requirements of the Large Missile Test of ASTME 1996 and of ASTMS 1886 / K. Lintel Schedule: �� . 1 Walls 3,000 1/2"-1" 4"±1/2" 1. Unless otherwise shown, provide 1 lintel with 6"minimum bearing for each 4"of wall thickness. Exception: 71 Garage Slabs & exterior slabs 3,500 1/2"-1" 4"±1"w/5% Wood structural panels with a minimum thickness of 7/16 inch (11.1 mm) cnd a maximum span of 8 feet(2438 mm) shall be permitted for '7 1 air entrainment opening protection in one-and two-storybuildin s Panels shall be precut to cover the glazed openings with attachment hardware provided. _P 2. Lintel Schedule: Span: Size of Member Attachments shall be provided in accordance with Table R301.2.1.2 or shall be designed to resist the components and cladding loads �� 1 2.Concrete work shall conform to all requirements of ACI-318 specifications for structural concrete for buildings. determined in accordance with the provisions of the Residential Code of New York State. U p to 4-0" 3 1/2 x 3 1/2 x 1/2 or 2-2xb 3.All reinforcement, anchor bolts, pipe sleeves and other inserts shall be positively secured in place and 4'-1"to 5-0" 4 x 3 1/2 x 5/16 or 2-2x8 1 5'-1"to 6-0" 5 x 3 1/2 x 5/16 or 2-2x10 2.All windows shall have insulating glass,or single glass with storm windows or equal.Sizes indicated on plans are nominal only. Builder to O located according to the appropriate architectural drawings and details 6'-1"to 8'-0" 6 x 3 1/2 x 3/8 or 2-2x12 consult with window manufacturer to determine exact sizes,rough opening, etc.At least one window from each bedroom area shall have a net clear opening area of 5.7 Sq. Ft. (grade floor 5.0 Sq. Ft.) with a net clear height of 24", a net clear opening width of 20",and a sill height of B. Reinforcing Steel: L. Plywood: 44"or less above the floor for egress purposes. Glazing in doors and fixed glazed panels immediately adjacent to doors or within 18"of the _ PoloT RD 1. Reinforcing steel shall be intermediate grade new billet deformed bars grade 60 conforming to ASTM 8, 1.All plywood shall be Doug fir ore equal. It shall be manufactured and racded in accordance with DOC PS 1-95 for Construction and Industrial floor,which may be subject to frequent and recurrent accidental human impact shall be tempered as per Residential Code of New York Strate �r1 5 615. Welded wire fabric shall conform to ASTM A-185. See architectural drawings for sizes and locations. p g q g y 1 q p p LUPE Plywood and local codes and ordinances. 2. Detailing,fabricating and placing of reinforcement shall be in accordance with ACI-318-99 Manual of Building Code Requirements for 2. Each plywood sheet shall bear the"APA'trademark. Structural Concrete DIVISION 9-FINISHES 3.All end joints shall be staggered and shall butt along the center lines of firaming members. A.General 3.All reinforcing bars which intercept perpendicular elements shall terminate in hooks, placed two (2) inches clear from outer face of element. 1.All gypsum wallboard shall be installed in accordance with the provisions of the Residential Code of New York State and local codes and 4.The face grain of the plywood shall be laid at right angles to the joists and trusses and parallel to the studs. ordinances (as applicable). 4.The contractor shall notify the building official at least forty-eight (48) hours prior to each concrete pour.No concrete shall be poured into 2.Gypsum wallboard shall not be installed until weather protection for the installation is provided. Storage should be in accordance with footings containing standing water or mud. Footings shall be dewatered prior to placement of concrete. No concrete shall be placed until all 5. Nails shall be placed 3/8"minimum from the edge of the sheets. The minimum nail penetration into framing members shall be 1 1/T for 8d manufacturers instructions. reinforcing has been installed by the contractor and inspected by the building official or county approved licensed inspector. nails and 1 3/8"for l Od nails. 3.All edges and ends of gypsum wallboard shall occur on the framing members except those edges which are perpendicular to the framing members. All edges of gypsum wallboard shall be in moderate contact except in concealed spaces where fire resistive construction is required. not 5. Minimum protective cover for reinforcing steel shall be as follows: 6.All floors shall be nailed as per nailing schedule. 4.The sizes and spacing of fasteners shall comply with the Residential Code of NYS and local codes and ordinances (as applicable). a. Footings: 3" 5. Provide moisture resistant drywall cement board at tubs and showers as shown on details in architectural drawings. b. Beams and columns: 2" M.Corner Bracing: c.Slab: 3/4" (Wire mesh to be placed at mid-depth of slab) 6. Fire-resistive construction: Garage ceilings and walls when adjacent to a dwelling unit shall be of rated construction according to the UL, d.Walls- 1 1/4"at interior face: 3"at exterior face. 1. Unless otherwise noted, brace exterior corners of building with 1 x 4 diagonals,let into studs,or with 4 x 8 plywood sheet of thickness to match Design specified on the drawings when units are designed under NYS standards as indicated on the drawings. (5/8"type X walls and ceilings) that of sheathing,or with metal strap devices installed in accordance nailing schedule C. Foundation: 1. Footing depths are shown on the architectural drawings. Footings shall bear a minimum of 1"-0"into original undisturbed soil and a minimum 2. Lap plates at all corners. DIVISION 15-MECHANICAL MAC D O N A LD RESIDENCE of 3'-0"below finished grade. Where required,step footings to ratio of 2 horizontal to 1 vertical. A. Heating Ventilation and Air Conditioning: N. Nailing: 1.All work shall be in full accordance with all current codes and regulations of the governing agencies. 2. Where conditions develop requiring changes in excavations,such changes shall be made as directed by the Engineer. 1.All nailing shall comply with nailing schedules in WFCM, (see attached schedule) and all state and local building codes,or maufacturer's 2.Mechanical subcontractor to submit shop drawings indicating duct layouts,condenser location,duct sizes,etc.to 3.All footing excavations shall be inspected by the building official or county approved inspector prior to the placing of any concrete. Same recommendations. Engineer prior to installation. Mechanical subcontractor to review structural shop drawings and notify the Engineer of any shall be giiven forty-eight (48) hours notice for this observation.4.Soil investigation and report: All earth work, compaction and supervisions shallmechanical and structural and design Intent conflicts prior to construction. 855 LUPTON'S POINT ROAD O. Fire Stopping: 3.All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work MATTITUCK, NY be done according to the 1. Fire stopping shall be provided to cut off all concealed draft openings (both vertical and horizontal) with 2"nominal lumber or 2 thicknesses performed by others. recommendations of the soil investigation report prepared by a licensed geotechnical engineer. Concrete slab of 1"nominal lumber with broken lap joints or other approved material. B. Plumbing: and footing calculations are based on a 2,000 psf value. If on-site test boring indicate lesser values, notify Engineer, in writing,so that necessary 1.All work shall be in full accordance with all current codes and regulations of governing agencies. structural modifications can be made. P.Alignment: 2.All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work TITLE: 1.All rafters and joists framing from opposite sides shall lap at least six(3) inches and be nailed together with min. (3) l Od face nails. ( (see performed by others. 5.Slab-on-grade shall be 4"thick reinforced with 6 x 6 W1.4 x W 1.4 WWF and shall be placed on 6 mil.vapor barrier on 4"crushed stone. attached nailing schedule for superceeding requirements) 3. Plumbing subcontractor to review structural and mechanical drawings and notify the Engineer of any plumbing, HVAC,structural and design intent conflicts prior to construction. SPECIFICATIONS 6.Slab-on-grade at porches shall be 4"thick unless otherwise noted. 2.When framing end to end joists shall be secured together by metal straps. DIVISION 16-ELECTRICAL 7.Install anchor straps as per mfg.recommendations: 12"from corners and intervals as per plans.Minimum embedment for anchors shall be as Q. Partitions: specified by manufacturer. 1.General: 1.All work shall be in full accordance with all applicable National,State and Local codes and shall comply with the requirements of the DATE: 11/06/18 serving power and telephone companies. a. Provide solid blocking at 4'4'o.c.between the joist and first interior parallel joist. 2.All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work PROJECT NO: - b.Splices of the top and bottom portion of double top plates must be staggered a minimum of 4'-W. performed by others. c.Splices shall occur only directly over studs. DRAWN BY: PG d.Structural variations are allowed if substantiated by engineering calculations. Stamped by professional engineer licensed to practice in the 3.Installation: jurisdiction where construction is taking place. One set of calculations to be provided to Engineer for approval prior to construction. a.All equipment installed outdoor and exposed to weather shall be weatherproof. CHECKED BY: NM e. La to plates at corners and intersections. b. Bottom of receptacles and switches shall be located 5"above counter top unless otherwise noted on drawings. Lap p p C. Receptacles shall be installed vertically at 12"above finish floor and 12'-0"o.c.horizontally. All receptacles within SCALE: AS NOTED 6-0"horizontally of a sink lavatory or tub shall be wired to a ground fault interrupted circuit. DRAWING NO: d.Wall switches to be 48"above floor. AM e.All smoke detectors to be line voltage and wired in a manner such that the activation of one will activate all. Each floor level to have at least one smoke detector. Each bedroom to have its own smoke detector in addition to a smoke detector located in a hallway outside the bedrooms. f.A line voltage carbon monoxide detector shall be located at each level of the dwelling , including the basement or cellar. LATERAL FRAMING CONNECTION RAFTER / TRUSS FRAMING TO WALL CONNECTION RAFTER TO TOP PLATE LATERAL AND SHEAR TOP PLATE REQUIREMENTS FOR WIND EXPOSURES LOADS FROM WIND - EXP. B REQUIREMENTS FOR WIND - EXP. B CONNECTION REQUIREMENTS FOR WIND LOADS - EXP. B B & C (REFER TO TABLE 2.1 OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.) (REFER TO TABLE 3.4 OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.) (REFER TO TABLE 3.4A OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.) (REFER TO TABLE 3.21 OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.) u: 7041 yr.Wind Speed 7x0-yr,V6nd Speed Roof Live load Ground Snow toad 110 115 120 $341 140 150 1010 170 180 195 Bt1i1f1in�DlrllrEri5t41i of Wall PIUltlef 4t 16(1 Cf)n111i90f7 Hails w 20 psf 310 prat# 50 psf 7D psf s-secrtl ust Canta�iningTop Plate SPljce (ft) per Each Side of Splice", 3�secorad(lust(mph) C 110 Ii5 '124 130 14.fl Roof S an(it) �>�``,;•<'?�<'''t Watt Height(ft) Unit Framing toads(ptfj' ' (minh 13 67 73 79 93 108 124 141 159 lis 209 Rafter!► Rs¢f lteglriredcapacty circannect` (ibs,}' 12 34 36 12 2:1 36 12 24 36 12 24 36 SZ 5 is T9 87 94 111 129 148 iEa: 190 212 249 Truss San I6 6 ,�zz?zz`r'�� ,k��•,•,,�:s>. p Rafter \ :.;;; �•�w.5:. 12 131 10 109 128 148 170 153 218 245 287 Sfrazing { ," L S' U"" l 5" etas L S' tf�7° L 5' tiv''' L Sa Rafter 515,02 equised Capacity of Heal Dint Costnect(on[lbs}1'11' ' \4 •.` ' 14 103 .112 :122 144 167 191 218 2-E 275 323 (in,} Ifil Sarin in. ZO $ 16 114 124 135 15'9 184 212 241 2722 385 358 12 46 79 41`9 56 9 455,1 63 94. 4;PZ 192 111 SER 118 129 67R 12 :360 724 1030 397 794 1192 58.2 11,6'4 1746 757 1534 2300 24 1.0 18 124 136 14.8 1711 101 231 2E3 297 333 391 is 53 G6 so 110 132 16 4130 964 2;40 534 1059 151:'9 776 1552 2328 1022 2045 34G7 28 11 20 13S 147 160 18.8 2193 250 ZES 321 360 423 20 61 77 93 8Z'8 155 3:12 r Tauuiatcu i-anvng loads steal:be pc-vittcd to bre mu!tip ied bW 0."32 for flaming not located with:n 3lcct of corrke-s for 12 24 69 87 106 14.5 1gg 1 4 5,2011 1443 1728 736 1271 1°47 16 1062 27,52 1,237 3067 4x81 32 13 tsI"ti'1�s ICs,than 30 foet:'1 wiat'7(v l,or wetI,'n w/10 of corners f.r is=.ritdings greatattar 30 kct In Width. 26 77 97 Lie >6t 213 1� 726 i44� 2168 794 15$5 381 3164 13F8 3�i'12 1534 3 67 4t,b1 35 1► 32 S t iesa 130 1&1 23F 12 270 54111 810 298 596 844 43.7 873 1310 575 11511 1725 461 15 : Ta wig atcd' s a°n�1,ads est�,e a b ti'di tg legated i 9 ERfsosu!,18 tw th a mea s rorlF?et�ht of 33'ec't, ror tea ie'ngS llmcatc d Ir other exposures,tm,)•alatcd ual;xes vizi be mult'pred by the appmp-lento-adiustment Factor in Settict, 36 92 11fi 144 Zoo 261 101 360 72CJ 108#71 .397 794 1192 552 1164 1745 7017 1534 23L+0 5(l 2t7 4:12 12 61 ileo 55; 75 115 6OR 91 125 658 123 lit 7732 156 171 9R 19.2 432 064 2296 •477 953 1430 693 1397 2095 920 1840 2760 6+0 24 2-1:1.1. S Taht�i�stecfframnglo:°s:1.sansp�c<fig:dintsai�r�dspertlne�arfnntafwill, TocfE:tcrntlneccs�trsect'��rrnntarCn,�cr;t=,, 16 71 89 lfld Bi,7 xE9 2� 540 2(180 1624 S9tr i3S�2 1787 873 1746 2619 1130 2#QQ 3451 .7�Q ,'�$ mult:ialythc tabu'•ated unit`,atrial f,.,ni,'g!o-ad by the mu'tip'ler front tw table below correspond'r g to the!r-acirg Of 20 81 1,51 L41 LTD 252 2 477 725 349 698 1048 450 920 13Ft0 R H I T E C T S 12 216 432 648 38 8C 32 16 24 0 119 141 1'}5 25.' 1G 288 576 864 318 636 953 466 931 1397 613 1127 1846 1 Tabulated splice tapplate to to late connection 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 5:12 P li P cher:o lr.cct"o 1.9,2 3.46 612 1037 381 763 1144 559 1117 1676 736 1.472 2208 sllall not have rrore than 2-1611 nails per 6'- P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com Connection Spacing(In.} 12 16 14.2 24 rt9 26 102 129 158 219 284. Multiplier 1100, t.33 11.66 12.03 1`'-09 32 113 1.43 175 213 316 V43 6`r,Cal 1'�ti rR raterdi ioad5 a Ids R#ni'xdL'rffiy gsrdc^s,and YPirdGw srils.m tt sly tr a tabu'ated unitlaitCr3i load�� 36 1?3 157 141 267 358 24 432 264 1295 X77 953 1430 698 1397 20,55 920 1840 2700 2 Tabulated splice esSurrle 2j buildCltg laralted in Expcatlre S clr C_ 12 154 3091 4153 170 340 511 249 •999 748 329 557 9°6 `�a!the*wader,glyde;,or i ll span(h). 12 73 127 658 90 139 72R 109 153 79R 14.7 177 922 189 206 IGAR 3 Tt7p plates shall be a rrinBl'Y'uni of nud grade matefl3l. ✓"�tl�p Aft 16 85 105 1Z'9 176 227 7:12 1�6 2.06 411 617 227 454 681 333 65s 9'93 438 876 1.315 R 20 97 122 149 235 265 19.1 1.47 494 741 172. 545 817 359 795 1197 526 1002 1:5.77 NAILING SCHEDULE 14.2 24 iia L3`y 164 z13 303 24 3.09 617 926 3.10 681 1021 499 998 1497 657 1315 3972 tl O-A (REFER TO TABLE 3.1 OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.) 28 1x2 x153 190 2.62 341 12 120 240 3160 132 265 347 194 ass 58: 256 511 767 32 135 172 210 29,1 379 22 BOTTOM PLATE TO FOUNDATION CONNECTIONS Narrtro# fdumberof 1�5 160 3_0 +484 177 353 534 254 517 776 34.1 082 14_. Naini oescription C'5rrirm'c n Nasls Box flails Iraail spacing 36 115 iG0 231 321 410! 9:12 ru o 19.2 192 384 575 212 ,424 636 310 621 931 4x(119 818 1?27 ft0{5F1"RA.".tlf#G 12 91 159 £123 119 173 3 L35 16+9 1LR 1'4 222 3158 237 257 1343 �cd ' kattiwrt+oTa Pl;de (Toe-waded) (seeTabte3.A:j (seeTa61e3.d i perxafter 16 iG6 133 161 n 2g,; 24 246 48{3 310 165 536 794 3u8 775 1164 511 11?2 1334 RESISTING LATERAL AND SHEAR LOADS FROM WIND ; . 02 p ( d 20 122 1'53 1.96 256 331 - 9a 18U 2717 99 199 :98 146 291 437 192 393 S75 REFER TO TABLE 3.2B OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION. Ceilitg,foist toTap Plate tToe-na`sled) (see Table 144) (see Table 3AA) per joist 2-t 2A 137 I7.Y 211 292 37'9 if .120 Z4tl 360 131 265 397 194 38B 5112 255 511 767 ) CeiliMWISMParaflelRafter(Face-nailed) (see Table 3.4.,1) (see Table 3.911 each,ap 12!12 �u Ce ling Joisttapr:a+ref Palrti.inns(lame nailer/ (see Table 39.7.) Ism Tzble 3.99) each 12P 28 153 i24 137 3:s 425 19.2 144 288 432 159 318 477 :33 966 698 347 613 920 CONSULTANT: tollar7ienna'l:er (Facena`ladJ Ixe=Tatslr,3.E} (n-271,63.61_ pertie 32 159 215 Z63 364 475 24 180 360 540 19'9 397 599- 291 552 873 393 767 2150 aleckingto waft-r(Toe-nailed} 2-8d 2-"od each end For ExpvsUres 1$�C a°1tl all Yir9nd Speeds 36 165 3?~ 218 4011 522 1. Reel i�6n4 connections are not required when the ridge is supported by a toadbearing soar!,header,or ridge beam designed to Rim Board to pa#terlrnd'-gra+ledJ z•s6d 3-_6d ea•cr e:ad 1�7aximu"rt Ancht9r/loll t1 =Connectorupli•itload. resist t`_h-eappiled toads. 1+vs;LLFRAfi;91"iv^ Anchor Bolt Diameter(in.) E =conn_ct.i-Irm,aI cad(Pe-pend;cularta't!sewa`fi. Sparing 4n.�''as�` Top Plate to sap Plate r;Face-nailed) 2-15d 2 16d} perfoet 2 When intermediate support of-the rafter is provided by vert:car strut.or purlins to a loadbearing viall,the tabulated heel joint Top Flares at Intersections (Face-narled) a-3rsd 5-1 jc�°:ts-eachsidie 5 -Connect�rshearload(Fara/"eltcatile walll- R =t,IVv fnrVrd a ndlctrla•to tha ridge a%d t".,+ifarwind parallel to r eve who-re w is the✓wild' a width and Las the btr:?dini, connection regtlirernentz shalt be permitted to be reduced propo iionifl+y to the reduction In span. 1 3" 31 smolins" IT-;Lena`ied) 2-'ird 2-flirt 24'a.r- P f : Q 508" 48 H_adert4 He°ad:t(Face-nailed, 16d Led 11'cc.aIci.-edge: le^ h• 3 Equiaalent corrections are regrind for ce„ling joist to gelling joist lap splices. Top crsottorn Fl ate to stud (tnd-:tailed) (see Table 3 54.J IseeTable 3.5C`.) per stud 1 Tabulated uplit and lateral faads shawl he perm tted to be ricrlCp'iedby't1-75 and 0-92,resp*--tivwly,for'frarringnot locatedi%ith'n afw 4r Tabulated heel jo'nt correction requirerrents da rao'3 inclide the 2dditiiana'weight-oft�ie ceiling asserntly. 1 Prescrip-lve lirna is are based on assumpwiars In Table 3-2. of brj<Prl°°tg ccs niers. Tabulated Feel°o-nt connection requirements assume ceilin joists or rafter ilex are located at bottom of the attic&attain PlatFtoFlafsr�isC,ean�djrvist,Elrejco-ist ?-s6ds�' 2-15d"' per fa.e�t 5 J rl €1 rc space. 2: `W'arhers anctsarlsc�lts are used t9 resQs't uplift,lai�eral,and shear toads,the ma�lmurn anchor btt,1 sfaacinG shall r"D1�e�scea�sf oi5locl:vig (Fiac"ailedll 2 Tahea'3teti up`rft/¢gads assume a reduced rota(and L ling as rtibip d sad lozs ttf 9psf(D.5 x 15 psf c 9 psf;. When ceiling joists or rafterties are.located Fkghet in the attic sp ace,no attic storage is•assumtd,and the tabulated heed joint FLOOR fF1.&iMIVG 3 T3bu'a*ed up'eft kaads gra spFci#led ftiorraaf-t s-u�a11 c4^nEct'srts. t�a>1"ranula�arupl"ft leads for walkto-wall or vall-to-fowi d ation connection requirements shall be increased by the fall owing factors: the lesser of the ee Se--"ted valuesfora x201 2 toads(Table 3��)or lateral and shear loads(Table 3.28 . For other anchor bolt di nitat csrt�see 5e�tio!-!3.2.1_!and 3-2.2.3, connections,tabulated upliftvaluees shat'be permitted to be traduced by g'#(e7. x i2i P�j i ar each full wall above. 31 Tabulated anchcw bolts spacings for rhea, toads as5iume weal!5 are sheathed in accordance vaith section 3.4.4 2. Fcr other joi5ito5ill, Top P4attmrGisder (Tc;r-nail�ed)k 4-Sol 4-1^d per�aist p g tstickingfojoist{Toe nailed} z-sd 2-*^d Bac;,a r<d 4 5hear conneWall values stall 1�s- !flip?led b'yKttg f�al!a,vangat#just rents: wall sheathing types the tabulated anchor bc�spac,rrgs skall be muWplied by th,-appropriate sheathing toe adjustmient NO. DATE SUBMISSION SlocicirbtoHIist(Toe naiiedJ 2-8d 2-let eater a ti!.'aIl eight 1!` 10' Slocttingto Sill tlrTssp Paste(Tae-naile�f} 3-4r5d d-1= each ble,rl'e Proauf !op Plate to hd;ushneset tactor in Tab'e 3.17 D,but in rcr case shat1 anchor batt spacings exceed 6feet on center. Ledger Strip to beam IFace-nailed} 3-16d 4 3:£d each jsrst Pitch Ridge fielht Fecto-r 4 lateral con ve•ctions.shall be desi6-red to resist the leads in Table 3.5. 0 11/06/18 ISSUED FOR FILING. JoistonLedgertoVamITae-hared) 3- 3-1ral per Jols, 0Iflatw X40 C 5 GOOF SHEATHING ATTACHMENT REQUIREMENTS Sand joist to Joist(fnd-trailed) 3-16d 4-Ittd peridirt 11/27/18 ISSUED FOR BID. lsxnd3disttosallarT�spP§ate(ioe-nailed( 2-16d' 3- P�f� t6 � r:.�� �7� FOR WIND LOAD - EXPOSURE B 1rt10F5Y1idTirt?.c D a0 1dD 2 12/31/18 REISSUED FOR BID. watsd5xn,cturatRanels ad itad (sx2Ta�ae3.1r2) 5' 0,65 C7= (REFER TO TABLE 3.10 OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.) 3 02/27/19 FILING SUPPLEMENT. SILL OR BOTTOM PLATE TO FOUNDATION CONNECTIONS Cala;ofaal Board Sheathing x62 .0 0.9'0 1420 1"xra"yr rx13" Z,1d '.-1 poet suppsrrt 15' 1-15 1 25 700-yr.Wind Speed 3-second gust(mph) 110 115 120 130 140 150 160 170 IBD 195 ' INN'or wider 3-&i 3-tol per support 20, 1.40 1.50 LFIL1M�StrEATtItN�i 5 foriickrafterupl'ftconr:ml-,ns,use aroufspan egsa1totsvicethe jatkrafter length.The Jack ra-Rerlength includ'estlhOverhang length STRUCTURAL SHEATHING RESISTING UPLIFT LOADS FROM WIND - EXP. B Gypsu-nv�ratl'borard 5dconters 5dccc+ere 7"edgef liVfaid a°1•dthe iW-*span. E F E F E F t F E F E F e F E F E F E F (REFER TO TABLE 3.2C OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.) MAA 5HEATHINI i Rafter/Truss yVoadStructuradPanels ed 1t3 (°ee7'able3.11) 1 FramSna RefteT/TfU;1 1 7r�yr.%Vrid"d3-secondgust(mphJ x10 115 12I1 130 1tt1 lea 1E87 x7a a[:a 195 Sheathing Location maximum Nail Spacing for 8d Common Nails or lod Box fla€Is(inches,o.c.) structaxal Fibedboard Panels specific spacing(in.} 112" 51g3.Ealy. iorringnail - 3"e6ge/61field SillariaattarnP'atetaFaurtdatiaradnthor Platt+ " s RAFTER / CEILING JOIST HEEL JOINT CONNECTION Gravity,G Bolt Connection Ri5`Ysii?tg gid, Fosmdation SupportlHrg maxi°num Aauh�'salt Spacing rim)" 0.1_0 x1•ifz"lvrtg x 710& herd, 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 23r3zn Saga-gate mol ingnail - 3"ed°ge15'"field REQUIREMENTS 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 ✓i'EndZones (C L'-VYx1-304"lett,x3•fg'Mad) OAA 19.2 6 12 6 12 6 12 6 12 6 12 6 12 5 12 6 12 6 12 6 12 ]�slot-fes TZ 71 57 43 35 3Cl 27 Z4 22 20 z:r4 NO. DATE REVISION GYpsxrm+a allibc-ard 3dccf lerz 5dcoc`_rs 7"edge IN"fe`d Interior 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 litedorzones Hardboard Ed ad (seeTible3.11) (REFER TO TABLE 3.9 OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.) 1? 6 12 6 iz 6 Sz 6 12 fi i2 fi 12 s 12 6 12 6 12 6 12 13stcrie 72 i2 66 5{} 43 35 3i Pct 29 23 t2plift 1.01135 KEY PLAN: DEEP HOLE CREEK Partideboaid Panels Ed ad (see manufacturer) 16 6 12 6 12 6 121, 6 12 6 112 6 12 6 12 6 iZ 6 12 6 12 II fn Zones 0.42 1-3s stories 72 72 63 Sl 42 36 32 2Sr Z5 29 .'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.".'.............. Roof Live toad roan novo Load19.2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 fi 12 6 12 6 12 2x6 IrttersarZonas �iaaanal board 5beathiag 20 psf 30 psf Sty psf 70 psf i"1rG ori"rtB 2-Stf 2-m�sd per support 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 b a.-ed 3-1111 r sir Roof 5 an(ft) 12 6 12 6 12 6 12 6 12 fi i2 6 12 5 12 6 6 6 6 fi 6 1•j stories TP 72 72 60 49 42 37 12 31 27 1"x i0"or►tider per pP AREA OF WORK FLOOR SHEATHING 17 24 36 12 24 :36 12 24C 36 12 241 36 044 16 6 '12 6 12 6 12 6 12 6 V 6 6 6 6 6 6 6 6 6 6 Rafter 1 a 1,a.s 14..2 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 yfioad Structural Panels Rafter 517 a uived Ca ec of Heel Dint Connection Ilrs 1"orress rd = 6"edge/ "fe'd p S grin in. A P Y' 24 6 12 6 12 6 6 £ 6 6 6 6 6 6 6 4 4 4 4 4 4 1 y Perimeter Edlr;e Zone greater than l" 18d lid 6"edge/L:"fe`d 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 6 0 agonal am rd sheathing: 12 3 E C 72410 1030 397 794 219'2 .5'L'2 1164 1746 757 1534 23130 1":76"ori`x8" 3-M z-'C*d pQrSUpp�t' 0 4 s, 7 0.42 i6 6 iz 6 12 6 iz t} 6 6 6 6 6 6 6 6 6 4 4 4 4 MAXIMUM HEADER SPAN (ft.) i6 420 9-K 1.4.0 530 1059 1.589 776 1.552 2323 107-2 1045 3067 19.2 6 12 6 6 6 fs 9 6 6 6 6 6 4 4 4 4 4 4 3 3 � "Z1 ~`r � i"xiC"arwider 3L*tf 3_ per supper 3:12 3 6 9 12� 15� 1181 191.2 576 1.152 1723 635 1171, 1'307` 931 18162 2754 122.7 2454 3.6x1 24 6 6 6 6 6 6 6• 6 4 4 4 4 A 4 4 4 3 3 3 3 Maas:ingreq `°er-gntsa.ebased on-war,such'(®nasi:edfincheson-cente,atthepaneledge.Altema"venalingschedules5ha'I 24 720 1..443 2160 794 158'9 2383 1164 2328 3492 15.34 30G7 4S01 _ � y law teed where rrall3hezthi^?nai"tis reduced.For sxarnp'e,ifvra°I sheathing is nailed 3 inches on-cenreratthepare3 edge to Gable Endwaltl Rake or o,qg 6 6 5 6 6 6 6 6 4 4 NUMBER OF HEADER STUDS SUPPORTING END OF HEIADER A I. a6tah hilf*%r shear tsnaeties nai":tsg rtAquirerrrentsfr r structural rntrnb4n s�aalr ase doubled,or alternate connect<r s sI,all be 12 270 540 FIN 298 596 894 437 E73 1.310 575 115(} 1725 Rake Truss with up to i' c^� 5 t -s (take overthart 11 1 2 2 2 2 �� 1 used torraiztanthe Ica dpal.h. 16 360 734 1084 397 794 31.x,. 8_ :11164 1745 76'7 1534 2300' g 0.42 - 6 6 6 6 fi 4 4 4 3 3 �t'tenvial s:,eathingisco..tiluousmer conrtectedrnember%the tahuatednurilpr'ofnails shsllbeperrtrittedtobereducedto 4i12 , 2 , UNSUPPORTED STUD 19.2 43. 864 1296 477 953 1.13(: 658 1.397 C95 9�0 1840 2760• NUMBER OF FULL-LENGTH STUDS Q � 1-I6dnail per foot. BOARD SHEATHING WALL HEIGHT SPACING AT EACH END OF HEADER 24 540 1090 16211 S96 1192 17B7 873 1746 2619 1150 2300 3451 " Rafter/Truss 12 216 4.32 1645 238 477 715 349 6816 1049 460 ,52441 13120Slheathing suis P.tinimum NUM her of ed Com man Nails Par Sup port 12 IN. 2 2 3 3 3 3 RIDGE CONNECTION REQUIREMENTS FOR WIND - SwPacing(in-1 16 2112 576 864 31'3 636 9,3 456 933, 1397 613 1327 1:40 10 OR 16 IN. 2 2 3 3 3 3 Q \ 5i 12 1x6 or i2-19.2 2 2 2 2 2 2 2 z 2 2 LESS 24 IN. 1 2 2 2 B 2 T RD 1'9.2 346 6°91 1037 381 7.63 1144 559 1117 1676 736 1472 2208 SPAIN EXPOSURE B 24 432 SG4• 1295 477 953 14-30 69$ -1397 2095 9"0 1544 �7E0 ixla or Larger Sheathing 12-14.2 3 3 3 3 3 3 3 3 3 3 GREATER 12 1N- 2 2 3 4 5 5 �UpTON THAN 101 16 IN. 2 2 3 3 4 4 (REFER TO TABLE 3.6 OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.) 12 154 309 463 174 340 511 249 449 74.8 329 X657 9EG E - N;ail spacing at panel edges(In.) 24 IN. 1 2 2 2 3 3 TDO-yr.Wind Speed 3!iZ 16 206 411 IE17 227 454 681 333 665 9412 438 876 1315 F Nail spacing at intermediate supports in the panel Feld(in.j 110 115 i2f3 1.30 1x10 154 150 170 ISD 195 14,2 247 4.94 7-1 272. 545 817 359 745 1147 525 1452 1577 3-second gust:(rn ph) 24 303 6.17 S26 340! 581 1011 459 998 1497 657 1375 1472 1 for ro of sheathing w tFtirt 4 feet of the perimeter ed;e aft#ae loaf,including 4 feet on each silo of(Fre roof Peat,tl e 4 foal perimeter edge 2016 NYS UNIFORM CODE / 2015 INTERNATIONAL RESIDENTIAL CODE Roof'3pan ",�,d zone attachment requirements shalt be used. 9 of Pitot, (ft) R quired C aei*yof Ridge coranectian( rfj 12 123' 240 3620 13'? 265 397 1g= 383 582 256 511 7'67 2 for Wrid speeds greater than 130 mph,blocking is required which transfers shear load totwo additional joists(3 joists total. 12 77 41 2A75 135 169 205 343 234 327 397 9:13 16 2K 320 4s4 177 353 534 259 517 776 341 682 1022 CONSTRUCTION IN REGIONS WHERE THE BASIC WIND SPEEDS FROM FIGURE R301.2(4) EQUALS OR EXCEED 110 MILES PER HOIUR 16 1113 121 1"41 182 226 274 325 309 436 S29 1'9.2 192 384 575 212 434 536 310 621 931 40193 812 1227 SHALL BE DESIGNED IN ACCORDANCE WITH THE FOLLOWING: 20.., l 152 176 27 182 342 4M 473 545 561 24 240 423 720 265 5={? 794 �w8 77E 1.164 511 lata 153At• THESE PLANS HAVE BEEN DESIGN IN ACCORDANCE WiH THE AMERICAN WOOD COUNCIL (AWC) - WOOD FRAME CONSTRUCTION .3:12. 24 154 152 211 272 33? 410 457 558 654 793 12 so 184 270 99 159 298 146 291 417 161 353 S75 MANUAL 2015 EDITION FOR ONE AND TWO FAMILY DWELLINGS is loJ _>< 97 sus3 16 12 20 354 132 397 154 386 5E2 912 767 WALL SHEATHING AND CLADDING ATTACHMENT 32 11106 243 .81 31;3 452 5.47 649 718 E73 3057 12:12 2 2 191.2 7.44 133 213.. 15'9 323. 477 33 455 5'98 307 °513 gat$ 35 2?1 273 31E 4C9 SCS 616 71D F52 992 1190! 24 1803 360 5-4 18:; 397 596 291 511 873 383 757 11511 REQUIREMENTS FOR WIND LOADS - EXPOSURE B 12 65 77 92 113 139 168 199 231 266 321 16 ST 10= 11: 150 IBIS 224 265 308 354 422 I Heel lo,nt c�anr ecfc-ns are neat reqs°;rel vehen the ridge is suppa-ted by a loadbearin-latah,header,,or ridge beam designed to resist the applied loads. (REFER TO TABLE 3.11 OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.) 241 1�3 120 1«37 183 232 CEO 371 3.55 4143 53� 4:12 24 131 153 177: 226 279 335 3:A7 4-S3 532 643 2 When enter;mer late support cfthe rafter is provided by vertical struts orpuri:ns to a loadt,earing viall,the tabulatte-d heel joint 700-yr.Whd5peed 3-s�0ndgust(mp'h) 110 119 120 13G 140 150 160 170 I80 195 21 154 471! 20E Ica 325 BS z;, 454 $4. 620 75A2 connection req uI7ernems sha`l be p�errnitted to.be reduced pro ponianally to tha reduction ins pan. MAC D O NA L D RESIDENCE 32 174 204 235 3011 372 448 53C 617 709 857 3 Equi',�alent conrbeclions a�e'recluirad far ce ling joist to ceiling;joist lap spI ces. S.TRUCTURALSi�EATMIG 36 196 2341 264 333 413 504 596 bad 797 964 4 Talxfated Peel joint correction requirerrients do r.t}:includes the addit'cnal we'glyt of Vieceil-ng assembly. E F E f E F F F E F E F E F E F IE F E F 12 51 60 69 $8 149 13: 156 l;Z .09 253 Studspacirtg 25 68 60 6 so las 176 156 242 2?9 337 5 Tabulated I-ee'joint connecticn requi-err'eats assume ceiling joists or rafter-ties.are Located at the bottorr ofthe attic space(. 5heathineEtOCdtiOn' Maximum Nail Spacing for l3d Common Nailsariod Box Nails finch�e5,ox.P -111 finches,a.c.) 2) £5 103 115 147' 182 223 ''GIC 3103 348 421 krerhen ceiling joYsts or rater Ines are local*@d hiehar In the attic space,no attic storage Is assumed,3n d!the tabulated heel joint 855 LU PTON'S POINT ROAD re 2 � connection requirerr�entssFa'_l be increased by'the follmving factors: 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 5.12 24 102 12:1 138 177° Zl$ 2e4 31.. X64 411• lntanorworle 16 6 12 b 12 6 12 6 12 6 12 6 12 b 12 b 12 6 12 6 12 MATTITUCK, NY 29 119 1391 161 2C5 155 308 360 4241 483 5410 24 E 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 fi 6 32 136 159 1.64 23S 292 352 -416 495 557 674 12 Ca 12 6 12 6 12 6 12 6 12 6 12 5 12 6 12 5 1;2 5 12 301 153 in 297 265 328 3gr, 4a$ 5.45 C27 753 Perimeter EdlgeZone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 12 49 55 63 81 99 119 141 16x; lap, 227 2b 63 74 85 103 133 159 188 "is 250 302 24 b 12 6 12 fi 12 6 12 6 12 6 12 6 6 6 fi fi 6 b 6 24 ?3 4 134 138 166 199 W35 :73 323 378 BOARD SHEATHiNG or LAP SIDING 6:12 24 95 111 li7 162 299 239 23? 327 376 453 sheathin(gSize Rafter/TrussSpacing WOOD FRAME CONSTRUCTION 28 111 1391 1d8 ;££ 231 239 319 33? 1133 5:4 (inches,o.c,} Minimum Number of ad Common Nails or lod Box Nails Per Support 32 127 343 169 215 265 319 376 411E 561, 603 MANUAL TABLES 36 143 166 1`0 242 298 358 42'3 431 564 680 1x6 Or ifr8 Slhe3tlting 32 24 2 2 2 2 t 2 2 2 2 2 12 49 6S 162 76 '94 112 132 253 17s, 211 ixIGorLarger,Sheathing 12-24 3 3 3 3 5 3 3 3 3 3 i5 65 73 pi iu'_ 1:5 349 17'6 204 233 281 DATE: 11/06/18 2fl" 81 91 1,03 '127 15fs y4 735«" R,C � 25'1 352 � rda'1lspacirrg at}sane!edges(in.) PROJECT NO: - 7:12-12-12 21' 98 1?Gr 10.3 153 187 224 2b3 3005 3511 421 F rda=l spacing at intermediate supports in the panel field(in.1 2t 114 114 14 4 Z .713 e1 3tA7 356 44y 491 DRAWN BY: PG 32 214 147 154 274 250 359 351 ase 466 562 1 For vral!sheathing within 4 feet of the corners,-the 4 forst edge zone attachment requ'rements shall be used. z Tabu'ate�d na its azing assumes sheath ing attached t0 stud#rami nP members yarlth 0.42 s G 4 0,49, CHECKED BY: NM 35 147 165 185 229 281 339 3915 458 525 631 p - e 1 Tabulated,-onnection requ"'rerrarts zl-all beperm.ttedtobemultiplied by0.74forframingnci'.bora".edwithin 8:reetofbui;dngco-rers 3 For2xigrtorp3nel5id"ng,galdanizedhc+xnal3ss1Ra31bepern,ittedtobesutsstitutedfortommonnaits. SCALE: AS NOTED 2 Tats:alat�ed:-onneC_ian requjremert_are ha sea on total uplft ni`nus the roof asrernbly&ad load of 6 psf (06 RIO psf=6 FIfj. DRAWING NO: 3 Tabulated connection requ;rerrrebrts are based on a 12 inch ridge connection spacing,for ei`lerent ridge conne-clon spacing:n-ul' ply the tabu°a:ed values by the apprcmriate mukti prier telawr: Ridge,Corinection 5psdre I I r 12 16 1 1=3.3 1 24 14S Multiplier 2.1;0 1.33 1.E0 2.00 ;.cc %Z7 i® 2- 4 For jacx rafter i-p!ift con nac'iom,use a roof span eq:aal to t.vize the j acu rafter length..The jack rafter length includes tEe overharg lergt?t and tFe jack s•5arr. I '.< . 4 . G:\`` m4\\.i.i vi A R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com �aD E R Afq P n�-A ,. N 0 8A& OF CONSULTA ""w ALL 05M "WON5 TO bE EX15M WOR5 TO$E REMOVED, Fnvo, TYP. TYP. VA vi 10 10 NO. DATE SUBMISSION 0 11/06/18 ISSUED FOR FILING. PARTITION LEGEND REMO\/E PISSING 1 11/27/18 ISSUED FOR BID. EXTERIOR WALL CONSTRUCTION (EXISTING) I — _ _ — _ — — — — — FOOTING AND GUT 2 12/31/18 REISSUED FOR BID. REA�VE �yI I CL CREATE � �I� N I I I i PACK PORTION OF 3 02/27/19 FILING SUPPLEMENT. 1/2" GYPSI,M BOARD I ACCESS PAIa AND FRAMf-XISTING DECK I I MA50t`RY WALL TO DRAWL I FRAMING. 2'x44' STUDS @ I6" O.G. {Z-15 FOIL 1=AGED ►3ATT INSUATION SPACE � �-S qy I I ( I 1/2" PLYWOOD St1EATHING I REQUIRED TO REGENE AIR INFILTRATION BARRIER I TRIM.I I I I I EXISTING CEDAR SMINGLE SIDING TO REMAIN I DCISTNG CRAWLSPACE ll U-- EXISTING MASONRY I I — — Vkf STIRS @ 16" O.G. (EXISTING) I I i alMf`EY TO REMAIN I/2" GYPSUM. BOARD. (BOMS SIDES) I I I — _ _ _ II I NO. DATE REVISION <'> 2-KC ST-LIPS C1 16" OL. (NEW) -- - 1/2' GYPSUM. BOARD. (BQi-f-IS SIDES) I F F FF ( KEY PLAN: DEEP HOLE CREEK O I I I I ....... BASEMENT FURRING U.- I .......... ............ 1/2" GYPSI,M BOARD I D(15fIN6 UNEXCAVATED AREA OF WORK 2"x�" STUDS Q 16" OL- I ExisriNG ( R-15 FOIL 1=A6oEP BATT INSLLATION I I O i EASEMENT 1 II $ X u S 7 !a-e►fr I 1� _) IEXISTING TASSUMED EXISTING S" WIDE CMU REMAIN I POLINDATION WALLS ON EXISTING113 — _ WA9tR MD DRYER 16"' WIDE POURED CONORETE O 1 I GON 2AGTOR TO REPORT ANY — UDffW WOI;U ff W STAJR, I 1 AFD ItMGRAL TO I D�ONS ITO ARGHI ITE:GTGIN I O WRITING. _ - - - - - I L - - - - -LL000J LvPTo'� RUvtOVE p(15TIN6 WASH SING. 041 LEGEND (EX DENOTES EXISTING) MACDONALD RESIDENCE EXISTill6 WALL TO PE REM00 2xit" or 2"x6" WD. FRAMING @ 16" O.G. 855 LUPTON'S POINT ROAD w/ 1/2" GYP 13D 150M sIDES TYP. (USN) MATTITUCK, NY 2x,4" or 2"x6" LOAF BEARING WALL (L.13.W.) _..._. W/ 1/2" GYP. BD. BOTH SIDES TYP. U.O.N. TITLE: BASEMENT O SMOKE DETECTOR REMOVAL PLAN co CARBON MONOXIDE DETECTOR DATE: 11/06/18 E 50 GPM EXf1AUST FAN PROJECT NO: DRAWN BY: PG --Q PARTITION TYPE CHECKED BY: NM ® 4!)(4" WOOF POST U.O.N. ALE: AS NOTED DRAWING NO: 1 BASEMENT REMOVAL PLAN Dml 00 SCALE: 1/4"=1 '-0" L 4. A R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com '�,��-D GONSTRUiTION NOTES: �� � OT� � v uj 1. ALL DIMENSIONS TO NEW PARTITIONS ARE TO THE FACE OF THE GYPSUM BOARD WALL. J 2. INSTALL HARD WIRED, INTERCONNECTED, SMOKE DETECTION ALARM DEVICES PER THE 201(o NEW YORK STATE UNIFORM INJILDINC-) GORE / 2015 INTERNATIONAL RESIDENTIAL GORE IN CONJUNCTION WITH THE NATIONAL ELECTRICAL } GORE (NEC,) REQUIREMENTS. F• r 3. PROVIDE NEW $' MOISTURE RESISTANT GYP. BD. @ WALLS AND CEILING IN NEW BATHROOMS. TUB AND SHOWER CONSULTANT: AREAS SHALL RECEIVE $' CEMENTITIOLJS BACKER BOARD. 4. PATCH ALL EXISTING DRYWALL SURFACES ((,EILINGS AND WALLS) THROUGHOUT As REQUIRED AND PREPARE FOR 04w NEW FINISHES. 5. EXISTING HARDWOOD FLOORS TO BE STRIPPED, SANDED AND REFINISHED. COORDINATE FINISH WITH OWNER. u/ dlo 6. REMOVE EXISTING AND PROVIDE AND INSTALL NEW BASE MOLDING, DOOR AND WINDOW TRIM AND GROWN MOLDING MATERIAL. THROUGHOUT. COORDINATE STYLE AND DOLOR WITH HOMEOWNER. 7. EXISTING GYPSUM BOARD CEILINGS ARE TO REMAIN. PATCH EXISTING AREAS AFFECTED BY THE NEW WORK. lo REFER TO FINISH NOTE NO. 3 ON SHEET 0-1.1. 5. PROVIDE AND INSTALL NEW INTERIOR DOORS, FRAMES AND HARDWARE AS SELECTED BY OWNER. _ _ NO. DATE SUBMISSION �. INSTALL NEW LUTRON GASETA WAIL SWITCHES AND DEGORA RECEPTACLES THROUGHOUT. — — — � — — — REMOVE EXISTING p05TIN6 5/k DEGCIN6. GUf fSAGC AS DECK STAIRS AND 0 11/06/18 ISSUED FOR FILING. NEW WALL OPENING FOR .N I I I PAY WINDOW. CARE IUY I " � i PORTION DOEGK 1 11/27/18 ISSUED FOR BID. EXISNEW WALL OPENING I I I RELOCATE EXKf1N6 POOR5 REMOVE AND RETAIN 1 I ( EXTERIOR SI-tINGLES FOR �. 2 12/31/18 REISSUED FOR BID. FOR WINDOWS, r —I I— T- TO MASTER �R W.IG. EX�SrING PATChtING ELSEWHERE5_d i" 3 " 3 02/27/19 FILING SUPPLEMENT. I F I LIVING ROOM �l'q EX15rING REMOVE EXISTING-7 I I V I I I DEN CARPETING. I I i 251 x IZ "- S °ab tir j V II D i x 13 i 5 Kr REMOVE EXISTING -�-� 0 MV AND FIREPLACE TOO MA5U PR W-6 VINYL FLOORING. TO FMN — — - — — — - ` I rlRr3vI0VE EXISTING HMT H Ar ------- -------- Y _ _ _ _ V REMOVE EXISTING NO. DATE REVISION PARTITION LEGEND _ _ _ _ CL n 6L ____ , DRYWALL CEILING KEY PLAN: DEEP HOLE CREEK - - - -I I I I I r - - o i l � � 11 , IC ° 11 I I I I AND JOISTS. \\ — — — = J u L - _J — — ExI4TING II I —II I I ISI OEXTERIOR WALL (,ONSTRLJGTION (EXISTING) T A7 J — — — — — — L — — J L I I EXISTING III 4�' AREA OF WORK 1/2" GYPSUM BOARD I —L — — — — — — — VXA•" STUDS @ 16" or, I I EXISTING I DN I� �� RELOCATE EXISTING POCKET DI�INC� ROOM 1a/ h ® ....... R-15 FOIL FACED BATT INSLLATION I // DOOR TO MID M. 3 _ x 14 _ S -a&fir 1 1/2" PLYWOOD SHEATHING MUP ROOM AIR INFILTRATION BARRIER 14 1 x 9 ! 8 °ab nr I ___— r-f— — — — —r — EXISTING EXISTING CEDAR SHINGLE SIDING TO REMAIN '° // 1�I J I ° r I KIT(/HEN x IZ 6 S °a.b Kr EXISI i I I REMOVE EXISTING I TING I I I I I HARDWOOD 1/2" GYPSt". O VIM' STUDS @ 16" OL. (EXISTING) I �\\�ATIIROOM I I ���� I I I 1 FLOORING AND a 0 1 BOARD. (BOT115 X. SIDES) 3 x " 81 ub 1 1 I su�FLooR. 4 0 \ Hi �f L - - - - - -_—_- - - - - - - -- 3O V)(, —UP4!' STUDS @ I6" OL. (NEW) L __ 1/2" GYP6W- BOARD. (BOT11S SIDES) 1 — L — —J - - - - - - -- PToN'S P T Rp 444 [r4�l 1-��4 641 N1 m5TM6 WWOAS TO bE Rf�1Ov®, TYP. MACDONALD RESIDENCE LEGEND (EX DENOTES EXISTING) EXISTING WALL TO i3E REMOVED 55 LUPTON'S POINT ROAD MATTITUCK, NY 2xh" or 2"x6" WD. FRAMING @ 16" 0.0. W/ 1/2" GYP. BD. BOTH SIDES TYP. (U.O.N.) TITLE: 2x.}" or 2"x6" LVAD BEARING WALL (L.13-W.) :� FIRST FLOOR ° W/ I/2" GYP. BD. BOTH SIDES TYP. (U.o.N.) REMOVAL PLAN Q SMOKE DETECTOR DATE: 11/06/18 co CARBON MONOXIDE DETECTOR PROJECT NO: - DRAWN BY: PG 50 GPM EXHAUST FAN CHECKED BY: NM SCALE: AS NOTED PARTITION TYPE DRAWING NO: ® 4'x4" WOOD POST U-0-N. 11 1 FIRST FLOOR REMOVAL PLAN Dml 0 u- SCALE: 1/41)=11-01) -------- ---------- �• zzzzzzi�i.. ��ti A R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 P. 631.689.8450 1 F. 631.689.84 i www.wfcaia.com ED A,q� GONSTRU ,,TION NOTES: 0�5��PNDER I. ALL DIMENSIONS TO NEW PARTITIONS ARE TO THE FACE OF THE GYPSLN BOARP WALL- o 2. INSTALL HARP WIRED, INTERCONNE6,TE9, SMOKE DETECTION ALARM PEVICES PER THE 2016 NEW YORK STATE UNIFORM WILPING CODE / 2015 INTERNATIONAL RE61PENTIAL DOPE IN CONJ-IN6TION WITH THE NATIONAL ELECTRICAL COPE (NDc ) REQUIREMENTS. O N✓ ,.d 3. PROVIDE NEW MOISTURE RESISTANT GYP. BD. @ WALLS ANP CEILING IN NEW BATHROOMS. TUB AND SHOWER CONSULTANT: AREAS ShAL.L RECEIVE $' "ENTITIOUS BACKER BOARD. 4. PATCH ALJ- EXISTING DRYWALL SURFACES (CEILINGS AND WALLS) THROUGHOUT AS REQUIRED ANP PREPARE FOR NEW FINISHES. 5. EXISTING HARDWOOD FLOORS TO BE STRIPPED, SANPEP ANP REPINISHEP. COORDINATE FINISH WITH OWNER. 6. REMOVE EXISTING AND PROVIDE AND INSTALL NEW BASE MOLDING, POOR AND WINDOW TRIM AND GROWN MOLDING MATERIAL THROLE)MOUT-. COORDINATE STYLE ANP COLOR WITH HOMEOWNER. 7. EXISTING GYPSLM BOARD CEILINGS ARE TO REMAIN. PATCH EXISTING AREAS AFFECTED BY THE NEW WORK. REFER TO FINISH NOTE NO. 5 ON SHEET G-I.I. S. PR.OVIPE MIP INSTALL NEW' INTERIOR DOORS, FRAMES AND HARDWARE AS SELECTED BY OWNER. NO. DATE SUBMISSION 9. INSTALL NEW LUTRON CASETA WALL SWITCHES AND PECORA RECEPTACLES THROUG1 HOUT. 11/ ISSUED FOR FILING. 1 1112277/18/18 ISSUED FOR BID. Tr — c I I I 2 12/31/18 REISSUED FOR BID. t I 1 1 I 3 02127/19 FILING SUPPLEMENT. ii ------------- I/ ILR----,�-- -- I I I I u J 1II 17(I5fN6 511 I; /,/ I I I I C � DORM ApOVE II IT EX16TIN� I I I I I EXIsnNe BEDROOM I I I BEDROOM - I I ' � 6L, I II ' x IZ 6 8 °CLO rrr F T- 13 x I� S E"ttr Rt=MOVE DgSTI% CARPETING. i NO. DATE REVISION L: III EXI�IN6 PARTITION LEGEND N LL — —_—JJ I MAOTER �.DROOM i I ��� I I I I I KEY PLAN: DEEP HOLE CREEK �� I I \. 1 14 °k 0 z II °a-e Kr _ L LL CONSTRUCTION (EXISTING) AREA OF WORK EXTERIOR WA O 2„ GYP�vi BOARD 1 II II / r------------� GL I/ .... ................ EXISTING L — I i i i // PN 16 I / I IXI5TIN6 ATTIC I (,L.. � p 2 xA STUDS @ 16 O.G. REMOVE EXISTING I � ^ I R-15 FOIL PAGED BATT INSULATION MASTER FAT I VINYL FLOORING. ,, � ' I/2" PLYWOOD SHEATHING ( 14 5 x IS ` S °ab / SIL _ _ AIR INFILTRATION BARRIER i i Ex fv�WE it 1 o EXISTING CEPAR SHINGLE 51PINO TO REMAIN 0 (.L --- _ --- CL -------Ili----------- ------ ------------- v� ��— - - - - ExISTINO I I 1 EXk5TIN6 I I O 0 V'0' STUDS @ I/a" oL. (EXISTING) I �� OATHROOM I 0 1 I/2" GYPSL9\A. BOARD. (GOTHS SIDES) — _ liOM 36x7 '0 ' ae 13 x149 8 °ab�r II _ _ 0 2"X4" STOPS @ I G" OL. (NEW) J 0 1 F 2 GYPSLP. BOARD. (GOTHS SIDES) " NEW wAu OPENING 1oN,s Polr4 I/ FOR WINDOW. LUP 0.. O i T-C ds" d " 141" Ilk ALL EXaIN6 WIWOA/5 TO M Fvvm, TYR MACDONALD RESIDENCE LEGEND (EX PENOTES EXISTING) EX157IN6 WA-L. TO f REMOVED 855 LUPTON'S POINT ROAD MATTITUCK, NY 2x.4" or 2"x6" WD. FRAMING @ 16" OL. W 2" GYP. BD. BOTH SIPES TYP. U.O.N. TITLE: 2x,4" or 2"x6" LOAD BEARING WALL (L.B.W) SECOND FLOOR W/ I/2" GYP. 15P. BOTH SIDES TYP. (u.o.N.) REMOVAL PLAN Q SMOKE PETECTOR DATE: 11/06/18 co CARBON MONOXIDE PETEGTOR PROJECT NO: - DRAWN BY: PG 50 CFM EXHAUST FAN CHECKED BY: NM J SCALE: AS NOTED PARTITION TYPE DRAWING NO: ® 4"M!' W06P P05T U.O.N. SECOND FLOOR REMOVAL PLAN DmlAGF 0 SCALE: 1/4"=1'-0" Mi5 1PN. SS:v A R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com ED R ND E R �✓O v�P C �A E LINE OF PAY WINDOW EXTENSION APOVE. :69� SISTER NEW 8=0' LONG 20 FLOOR JOISTS CONSUL�'A :"' TO EXISTING JOISTS. NAIL TOP & POTTOM 12' OL. NEW JOISTS TO CANTILEVER OVER STEEL. SECURE NEW AND EXISTING JOISTS WITH SIMPSON JOIST 11AN6ERS. INFLL EXISTING OPENING IN MASONRY WALL WITH 6WU TO MATCH. INSTAL #5 F MAR ® 16" OL. ANP FILL OMU f,, SCUD WITH MORTAR (T)P.) f�3'�0 *1 r-Ali r�%w 3,�i. 3" a,-,+/N r-41111 ---------------------------------------------Z ----- d 61.PN5 POORI EXISTING .1" DIAMETER 1— STEEL POST ATOP 16" DIA. X P7NW % 4000 P51 PL. 50NOff Ut5E NO. DATE SUBMISSION PARTITION LEGEND ::•'`'::'';;:-': ' ' ;' :. ;. . — �Mi�(15f GM}$AB�f NtkL –� FOOfIN6 SET MIN. 36" /,� /-� 6RD� /,� � �� GR/IDE 0 11/06/18 ISSUED FOR FILING. 1 11/27/18 ISSUED FOR BID. O1 (EXTERIOR WALL CONSTRUGr10N (EXISTING) — u- I�w �A r1r WNxJWS TD tf `/ `/ 2 12/31/18 REISSUED FOR BID. 1/2., GY,� 150ARD I WILL D(15TING OPENING IN I WrAiv N G1�1 WAS ( � v 3 02/27/19 FILING SUPPLEMENT. 2"xA'' STUDS @ 16" OL. MASONRY WAIL WITH GMU EX15TN6 $ASSENT WWW TO M o R-15 FOIL fACEP BATT' INSLLATION I TO MATGfi ( TRN FEW 0111N65 N RIS W. NEW 4X-4 PT's WP P05T 1/2' PLYWOOD SIIEAT'HING 1 I MASOt`RY WNL AIR INFILTRATION 15ARRIER I I ATOP 16" DIA. .4000 PSI sONOT•Ul3E MI FOOTING SET MIN. EXISTING CEDAR 6HINGL.E SIDING TO REMAIN I 36" PELOW GRADE, TYP. EXISTING CRAWL I CL. l REFER r0 DETAIL 5,/A6.1 OI ONRY V X C STIRS @ 16" OSPACE. (EXISTING) I S' EXISTNG TO SWAN GfiMrEY TO REMAIN — — II/2" GYPSUM. 150ARP. (15 T 6 SIDES) 3 I O2"XA'" srlAs @ 16" O.G. (NEW) I I I DOLT PATTERN PER RES. GLUE. 1/2' GYPSLU. f50ARD. (f5OT S SIDES) I r �1 �I 3 I NO. DATE REVISION I — KEY PLAN: DEEP HOLE CREEK LIZo o I : :: : : ; :: ; EXISTING UUUVATEP I I EXISTING I AREA OF WORK BASEMENT I :...... ilk EXISTING SLAPTO I � ` REMAIN 1J� - - - DW VVn FFW STAR, 1 F IJ m' MD tiAI,DRAL TOFNAIR I p w14 _ • 010T R0 r REPLACE EXISTING JOIST WITH INSECT DAMAGE. dd 3" LEGEND (Ex DENOTES EXISTING) MACDONALD RESIDENCE EXISTING WALL TO FE REMOVED 2x 4" or 2"x6" WD. FRAMING @ 16" OL. 855 LUPTON'S POINT ROAD W/ 1/2" GYP. W. 150TH SIDES TYP. (U.O.N.) MATTITUCK, NY 2x4" or211x6" LOAF SEARING WALL (1-15-W-)W/ 1/2, GYP. 15D. P9M SIDES TYP. (U.O.N.) TITLE: BASEMENT � sMOr�E DETECTOR CONSTRUCTION PLAN co GARPON MONOXIDE DETWTOR DATE: 11/06/18 1= 50 CM EXHAUST PAN PROJECT NO: PARTITION TYPE DRAWN BY: PG CHECKED BY: NM 4"X4" WOOD POST U.O.N. SCALE: AS NOTED DRAWING NO: BASEMENT CONSTRUCTION PLAN Aml 00 SCALE: 1/41)=V-01) k,;4.Win. �: tiiy?Lit•`.` � ,t tR A R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 P. 631.689.8450 I F. 631.689.8459 1 www.wfcaia.com AR GONSTRUGTION NOTES: ���� �PNDER 1. ALL DIMENSIONS TO NEW PARTITIONS ARE TO THE FAGS OF THE GYPSUv1 BOARD WALL. O� SECURE JOIST HANGERS LL �r 2. INSTALL HARP WIRED, INTER6,ONNE6TED, SMOKE DETECTION ALARM DEVICES PER THE 2016 NEW YORK STATE TO FAGS NEW FLITCH UNIFORM 1iUILDING GORE / 2015 INTERNATIONAL RESIDENTIAL GORE IN CON"OTION WITH THE NATIONAL ELEEXIS CTRICAL XIS TO SS UPPORT GORE (NE(NEC) REQUIREMENT'S. ETING SECOND FLOOR V .T y � �o� JOISTS. 26 -� OF 3. PROVIDE NEW $ MOISTURE RESISTANT CIYP. BD. @ WALLS AND CEILING IN NEW 13ATHROOMs. TUB AND SHOWER " CONSULTANT: AREAS SHALL RECEIVE t' GEmENTITIOUS BALKER BOARD. 4. PATCH AL1_ EXISTING DRYWALL SURFACES (CEILINGS AND WALLS) THROUGf10UT AS REQUIRED AND PREPARE FOR NEW FIN1511E6. 5. EXISTING HARDWOOD FLOORS TO 15E STRIPPED, SANDED AND REFINISHED. COORDINATE FINISH WITH OWNER. Z 6 E. RMOVE EXISTING AND PROVIDE AND INSTALL NEW BASE MOLDING, DOOR AND WINDOW TRIM AND CROWN MOLDING $4 3'�" Z'-�/" 3=1/" 4" Z'�'/" 2'�/" $�r 2 7��" Z'7��" ��" Z'-1''�" Z'1��" fpN MATERIAL THROX-)HOUT. COORDINATE STYLE AND COLOR WITH HOMEOWNER. lo 10 Y.- NEW GUARD RAILING TO Cz 7. EXISTING (•)YPSLP BOARD CEILINGS ARE TO REMAIN. PATCH EXISTING AREAS AFFECTED BY THE NEW WORK. REFER TO FINI6f1 NOTE NO. 3 ON SHEET 0-1.1. (3)13/x"X II 7)r LVL'5+(1)1/1"51M RAZ5 S. PROVIDE AND INSTALL NEW INTERIOR DOORS, FRAMES AND HARDWARE AS SELECTED BY OWNER. "'44'UND DOOR ' — — — — — — WOOD FRAMED STEPS, NO. DATE SUBMISSION 9. INSTALL NEW LUTRON GASETA WALL SWITCHES AND DEGORA RELEPTAGLES Tt1R000l-fOUT. (1)1-3g x IN/$"TR LCL(car) MllwaFK bit WITH � AND HANDRAIL To GODe. 0 11/06/18 ISSUED FOR FILING. STORAGE 13F11IiN. INSTALL NEW O EXISTINe INSTALL NEW 4" DIA STEEL 1 11/27/18 ISSUED FOR BID. 4X4 WOOD POST. N5TALL NEW GO lM WITH TOP SADDLE 2 12/31/18 REISSUED FOR BID. (TYP OF 2) 4X4 WOOD POST. LIVINC7 ROOM PLATE AND 6"XIe- ' 150TTOM Lf, 6 1 25 1 x I2 S °ub ttr 2) 3 02/27/19 FILING SUPPLEMENT. (rYP OF 2) INSTAL.- NEW HARDWOOD o EXISTING FLOORING. NEW ft1J aac IfARTIi S-A DEN OOP INSTALL NEW COLLAR TIES - o N5TAI1 NEW IXISTING MA50NRY NEW `lam) q TO EXISTING RAFTERS, 1'd' FEL06ATD POCKET x 13 S ' DECORATIVE S" g11MI�EY AND FFMAGE (rYP OF 2) DOOR f?vf DINING EXI5TING BEARING WALL 1 J- DIAMETER WOOD To REMAIN TOP PLATE. ROOM. TO REMAIN IF. POST. (TYP OF 2) r r ell NEW 4X4 WOOD , , POST (rYP.). (Z��qi 3 ------ ------- � , ii (1)1-3/x'x 1-7/S"11 LVL(GCNf I ____ I i � NO. DATE REVISION PARTITION LE0END Z,$„z6'-S” 3 05HI – – -- ----+Tm KEY PLAN: C-R-E K DEEP HOLE CREEK MLJ_WORK GApI�T W 4� g I " �, : : :::.: 130GKGA5E ABOVE. TYP. S / / 2'-6" r-b° OEXTERIOR WALL CONSTRUCTION (EXISTING) ROOM •�, EXISTINS 1 1/2" GYPSU►vl BOAfZD ExISTIN� o� I� KITUIEN i i Exlsrw5 I i N AREA OF WORK 2"xA" STLM @ ►4" O.G. Ml� ROOM 0 1 I I DINING ROOI�II b ® ....... R-15 FOIL FACED BATT INSU-AT-M 2 II 0 I 2 - - 3 x S K 1:::: 1/2" PLYWOOD SHEATHING I� - x 9 _ S _cle Hr I I rrr 114 1 �h 10 AIR INFILTRATION BARRIER 910 EXISTING CEDAR SHINGLE SIDING TD REJv1AIN GDU�TERTOP Wali A-K�N s O� MINETS AME 13' " OO I I I INSTALL NEW HERRINCAPOE25 I 0 2)(4"' STLAs @ 16 O.G. (EXISTING) I 3 I I I I ' I I DED OVER EXISTING I I DRICK FLOOR ON MOR�f(4R a 1/2" GYPSUvI. BOARD. (BOMS SIDES) i i i CONCRETE SLAD. i i 0 I. 4 7- � I II II 3O 2"Xh" STUDS @ I6" O•G. (NEW) I x _ �/2" 6YI?6L". BOARD. (BOTHS SIDES) I IIIII16 ' o — �0 o ------------- -- o o Pp1NT R Pt�N•5 NEW RUfOff 5TYLE �v DRY POOP, CfFAR TDAIDU 6tj'65 FFANELE55 WMR R 1516 05UtE AAD DOOR MLI.WORK ffW WITH W* Al�Y W/x tWtDWAR1= bE1JtN. A5 SEFLTED $Y OMSTORAGE INSTALL NEW HARDWOOD FLOORING. 6-6 5-d K4 3" INSTALL NEW PLYWOOD ALL DaN O WIt`MS TO PE SUDFOOR, GEMENTITIOUS PBLVFD, Typ' 15ACKER DOARP AND C RAMIG TILS FL.00RINIG. MACDONALD RESIDENCE LEGEND (EX DENOTES EXISTING) .. ........... ._.................... IXI5TLN6 wa l TO $E Ra�fo� POINT ROAD MATTITUCK, NY 2x4" o r2"x6" WD. FRAMING @ I6" O.G. W/ 1/2" GYP. BD. BOTH SIDES TYP. (UO.N.) TITLE: 2x4" or 2"x6" LOAD BEARING WAIL (L.B_W.) FIRST FLOOR W/ 1/2" GYP. BD. BOM SIDES TYP. (U-0N.) CONSTRUCTION PLAN Q SMOKE DETECTOR DATE: 11/06/18 co CARBON MONOXIDE DETECTOR PROJECT NO: - DRAWN BY: PG 50 CFM EXHAUST FAN CHECKED BY: NM SCALE: AS NOTED DRAWING NO: PARrfrfaN TYPE ® 4!)(4" WOOD POST U.O.N. FIRST FLOOR CONSTRUCTION PLAN - Am SCALE: 1/4"=11-0" l u, 1. mgi, ,:ti i}}ti} 4v�yM1 0 v,ti k ' {{ A R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 P. 631.689.8450 I F. 631.689.8459 I www.wfcaia.com NOER p460NSTRU6- ION NO-FES: f I. LULJ ALL DIMEN511ONS TO NEW PARTITIONS ARE TO THE FACE OF THE GYPSUM BOARD WALL. 2. INSTALL HARP WIRED, INTERCONNECTED, SMOKE DETECTION ALARM DEVICES PER THE 201/6 NEW YORK STATE / ,6 O UNIFORM BUILDING GORE / 2015 INTERNATIONAL RESIDENTIAL GORE IN GONJJNGTION WITH THE NATIONAL ELECTRICAL GORE (NEC,) REQUIREMENTS. r '5. PROVIDE NEW t' MOISTURE RESISTANT GYP. BD. ® WALLS AND CEILING IN NEW BATHROOMS. TUB AND SHOWER CONSULTANT: AREAS SHALL RECEIVE ' GEvIENTITIOUS BACKER BOARD. A6'-O" 10 4. PATCH ALL EXISTING DRYWALL SURFACES ((EILINGS AND WALLS) THROUGHOUT AS REQUIRED AND PREPARE FOR NEW FINISHES. 5. EXISTING HARDWOOD FLOORS TO BE STRIPPED, SANDED AND REFINISHED. COORDINATE FINISH WITH OWNER. V4 10 (o. REMOVE EXISTING AND PROVIDE AND INSTALL NEW BASE MOLDING, DOOR AND WINDOW TRIM AND GROWN MOLDING MATERIAL THROUGHOUT. COORDINATE STYLE AND DOLOR WITH HOMEOWNER. 14 a',d 1-d' 7. EXISTING 6`(P6LN BOARD CEILINGS ARE TO REMAIN. PATCH EXISTING AREAS AFFECTED BY THE NEW WORK. REFER TO FINISH NOTE NO. 3 ON SHEET 0-1-1. EXISTING CGLLAR TIES. S. PROVIDE AND INSTALL NEW INTERIOR DOORS, FRAMES AND HARDWARE AS SELECTED 13Y OWNER. (TYP OF 2) NO. DATE SUBMISSION Axkxj ANGLE 4x4xMIEiE 0 11/06/18 ISSUED FOR FILING. 9. INSTALL NEN LUTRON CASETA WALL SWITCHES AND DEGOU ORA RECEPTACLES THRGHOUT. � 1 11/27/18 ISSUED FOR BID. ILD i i 2 12/31/18 REISSUED FOR BID. 5 !x3 b 9'cLb! I I n Ln-------------- 3 02/27/19 FILING SUPPLEMENT. 3 11 PMIR AWE I I � EXISTING EXISTING '^ PWCATD EXISTING 11 ff-P n/'>n A g POOR5 FROM LIVING ROOM ;; ISL VImo(/V I YI 6 8 °ab nr P ± x °ab Hr II it g ov 4�" 1 I INSTALL NEW HARDW00P I FLOORING. 7I i RHfLa EXI5TIN6 A EXISTING SEAN% WALL 1I I1 MZE-55 LADDER NII) TO REMAIN (VIP) EXISTING I II MASTER BEDROOMNO. DATE REVISION II �� 3 i i PARTITION LEGENDX. w.IL.� 9_� i i 14 '°x 19 a II °�fff I �- I b o 1 I i� KEY PLAN: DEEP HOLE CREEK /�. ❑ ❑ u c 3 ii r----- -----i GL PN 16 1 FASTING ATTIC I C EXTERIOR WALL CONSTRUCTION (EXISTING) I 2' `��} i i 1'-6"zb-S" I � A� I AREA OF WORK ............... .............. GYPSUM BOARD V xA" STUDS @ W' O.G. i� EXISTING R-15 FOIL FADED BATT INSULATION I- MASTER KHROOM I 1 3 1 I CL 1 2" PLYWOOD SHEATHING ; s i o I I I/ h _ x IS — S -ab hr I I a � � y v AIR INFILTRATION BARRIER EXISTING GEnAR SHINGLE SIDING TO REMAIN ' __ r______ 1 ------D05W`'u------- ---1L___________`�L h DOW ABOVE I 1 -.r EXISTING 1 I 1 BEDROOM s O 2'X4" STUDS Col IG OL. (EXISTING) am 1MTD 60% FRW ,% 13 b x 10 9 S °cam Hr 1/2" GYPSUM. BOARD. (GOTHS SIDES) eHOW 134LOM AND DOOR 6" ASTWY W/65 HWWAIT A5 6ULTIT �. DY ONNER ExIsrING 3O 2''XA!' STNS ® 16" OL. (NEW) FROOM I/2 GYPSUM. BOARD. (GOTHS SIDES) T 0 . � 5 x I � PJ � `UpTON S p0 INFILL RECESS MTWMN TWO EXISTING DORMERS. PATCH ROOFING AND SIDING TO MATCh. INSTALL NEW PLYWOOD SUBFOOR, CEMENTITIOU5 ALL 005TINC WHMS TO PE BACKER f5OARD AND PB AGED, TYP. CERAMIC TILE FLOORING. MACDONALD RESIDENCE LEGEND (EX DENOTES EXISTING) 855 LUPTON'S POINT ROAD EX16TIN6 WAL TO f REMOVED MATTITUCK, NY 2xA" or 2"x(o" WD. FRAMING @ 16" OL. w/ 1/2-' GYP. BD. BOTH SIDES TYP. (U.O.N) TITLE: 2.x4" o r V'0" LOAD BEARING WALL (LBW.) W/ I/2" GYP- BD. BOTH SIDES TYP. (U-O.N.) SECOND FLOOR CONSTUCTION PLAN 0 SMOKE DETECTOR DATE: 11/06/18 co CARBON MONOXIDE DETECTOR PROJECT NO: - DRAWN BY: PG 50 CFM EXHAUST FAN CHECKED BY: NM J SCALE: AS NOTED --Q PARTITION TYPE DRAWING NO: ® 4"XAF" WOOD POST U-O.N. SECOND FLOOR CONSTRUCTION PLAN - Am e2 I SCALE: 1/4"=l '—C" NEW CUSTOM FABRICATED CUPOLA. GUT OPENING IN ROOF AND FLASH AS REQUIRED. TD. apaA EXISTING AR6,11TE6TURAL TV. aPa-A ASPHALT ROOF SHINGLES, TYPICAL ANDERSEN 400 SERIES WOODWRK-7ttT WINDOWSAS I 1/ •BVI 11-✓l/L.Yy TYP P vv} �`v Qivvvv},},v'•v. '��4. RIDGE SHIED ROOF DORMER RIDGE � 4 �;"a,>•>�,, rk 2 RIDGE INFILL RECESS BETWEEN TWO REPLACE EXISTING EXISTING DORMERS. PATCH -- -------- ----- -- -- -- -- ---- -- - ROOFING AND SIDING TO MATCH. SH1JiTERS WITH NEW +��„ - -- -- -------- -- -- -- -- -- -- -- ARUIITEGTURAL_ WOOD --------- sr arms crYP.) To. RATE A R C H I T E C T S EXISTING CEDAR SIDING TO BE 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 BLEACH (TYP.)) GLEANED WITH OXYGEN — -- P. 631.689.8450 F. 631.689.8459 1 www.wfcaia.com i i LREPLACE EXISTING TRIM AND T ���D E FASCIA THROUE-)Ha T WITH WDH2832 WDH2832 WDH2832 RIS f NEW 514 AZEK BOARDS TO \i �� MATCH EXISTING PROFILE. TYP z , ' �W, k CW34 •* U ,. ✓��� EGRESS +8'4" f ----- -- -- -- ----- -- ----- -- -- -- -- T0. FIN. SECOND FLOOR TD. FIN. SECOND FLOOR ® ® CONSULTANT: AR251 -- ET::] aj W== C23 C33 WDH21032 WDH21032 A C13 Li ---------- ------------------------ _ -d-S" ,+ _ __ -- - -- ------- TD. FIN. FIFLOOR - - - - - - - - RST TO. FIN. FIRST FLOOR NEW Z'-8VV-5" DUTCH I NEW CUSTOM 3'-d' X 6'-S" NO. DATE SUBMISSION STYLE ENTRY DOOR G I DOOR WITH TOPLIHT AND ( I SIDELIGHT I 1 11/27/18 ISSUED FOR BID. 2 12/31/18 REISSUED FOR BID. 3 02/27/19 FILING SUPPLEMENT. EXISTING SLAB TO REMAIN EXISTING FOUNDATION WALL AND 44FOOTING TO REMAIN TD. PASEM Nr 51.A13 TD. PATI ENT SLAB 1 SOUTH EXTERIOR ELEVATION FRONT SCALE: 1/4"=1'-0" NEW CUSTOM FABRICATUP CUPOLA. GUT OPENING IN NO. DATE REVISION ROOF AND FLASH AS RE62UIRED. KEY PLAN: DEEP HOLE CREEK TO. CLPOLA TD. GU'OLA AREA OF WORK EXISTING ARCHITECTURAL. ANDERSEN FOO SERIES ASPHALT ROOF SHINGLES, WOODWRIGHT WINDOWS 1p. .............. AS SCtiEDU..ED, TYP 1� h TYPICAL /1 1 1 RIDGE SHED ROOF DORMER RIDS -Z '�� A REPLACE EXISTING TRIM AND RIDGE FASCIA THROWHOUT WITHt NEW 5/4 AZEK BOARDS TO 0 MATCH EXISTING PROFILE TYP — -- --—--—- -- -- - -- -- — -- -- EXISTING CEDAR SIDING TO BE - -- — - - -- - - - - -- -- \ TD. PLATE GLEANED WITH OXYGEN 0 GLS Pp1NT RD BL.EAGH (TYP.) LUP�pN' NEW STANDING SEAM COPPER ROOF OVER NEW BAY WINDOW. ASMBLYLWITH DEMAND TOP RIDGE \ / LIGHTS CX245 * CX245 * EGRESS EGRESS CW34 •* EGRESS TD. FIN. SECOND FLOOR - TO. FIN. SECOM FLOOR t tI MACDONALD RESIDENCE WDH26210 WDH26210 A21 A21 AP1 d-d' --- 855 LUPTON'S POINT ROAD -- --—-- --—-- TD. FIN. FIR5T FLOOR FWH3168 __ _ __ __ __ -o`-$ MATTITUCK, NY T0. FIN. FIRST FLOOR NEW DOOR. TITLE: NEW I-1/Z" THICK CHAMPLAIN sSTOLx�� AMER1 !� ? t EXTERIOR ELEVATIONS NATURAL STONE VENEER. EXISTING FOUNDATION WALL. AND FOOTING TO REMAIN DATE: 11/06/181 1/O6/18 NEW ar--,TOM TD. pASFa�NT 51.A� —� � �'6�"- WINDOW A5��EMbLY.IGATED BAY TO. pASFJVENT SLAP PROJECT NO: DRAWN BY: PG NEW ARCMITEGTU-AI_ CHECKED BY: NM WOOD 5HU1-PERS (TYP.) DECORATIVE �RA�.KET, SEE DETAIL, TYP. SCALE: AS NOTED NEW ANDERSEN E-6ERIES GLIDING DRAWING NO: PATIO DOOR. 8% m2e Am 2 NORTH EXTERIOR ELEVATION ( REAR ) I SCALE: 1/4"=I '-O" NEW CUSTOM FABRICATED CUPOLA. CUT OPENING IN ROOF AND F-ASH As REQUIRED. 5. apaA , :: , EXISTING ARUIITEGTURAL ;�. ASPHALT ROOF SHINGLES k i�\4\: � TYPICAL � 4 v •li moi::::: RIDGE ro. PLATE ----- -- - -------------- ---------- -- A R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com EXISTING CEDAR SIDING TO BE _ GLEANED WITH OXYGEN ANDERSEN 400 SERIES D ARS" ft-EACH cry') A21 A21 WOODWRIGHT WINDOWS X, f �y� 1 AS SCHEDULED, TYP 0�5 DE f4 A p W d TD. FIN. SFI,OND FLOOR WDH2632 I I r (BEYOND) CONSULTAN REPLACE EXISTING TRIM AND FASCIA THROUGHOUT WITH NEW 5/4 AZEK BOARDS TO \ / MATCH EXISTING PROFILE. TYP C135 C15 C15 a--d' TD. FIN. FIRST FLOOR STRUCTURAL BRACKET, SEE I - - PETAL, TYP. NO. DATE SUBMISSION = � I NOTE: 1 11/27/18 ISSUED FOR BID. PROVIDE AND INSTALL 2 12/31/18 REISSUED FOR BID. I I I (2) ANDERSEN 400 SERIES WOODWRIGHT 3 02/27/19 FILING SUPPLEMENT. WDH2442 WINDOWS (NOT SHOWN) ON GARAGE TO. DA513,1ENT SLAP 1 EAST EXTERIOR ELEVATION LEFT SCALE: 1/4"=1 '-0" NO. DATE REVISION NEW CUSTOM FABRICATPD — KEY PLAN: DEEP HOLE CREEK CUPOLA CUT OPENING IN \ ................................ .................. .............. ROOF AND FLASH As REQUIRED. +27�d f AREA OF WORK EXISTING ARGHITFLTURAI_ TO. (A A a ASPHALT ROOF SHINGLES, �s TYPICAL ' ANDERSEN 400 SERIES WOODWRIGHT WINDOWS A21 A5 SCHEDULED, TYP RIDGE EXISTING CEDAR SIDING TO BE CLEANED WITH OXYGEN REACH (TYR) 7 pp1NT Ro ------ ---- ---- -- - - -- - TD. PLATE REPLACE EXISTING TRIM AND t t FAS6IA THRaKDHOUf WITH +Ir-S" f NEW 5/4 AZEK BOARDS TO RID6E MATCH EXISTING PROFILE. TYP DH 46 DH3046 — - EGRESS TD. FIN. SECOND BOOR MACDONALD RESIDENCE C13 C23 C13 t 855 LUPTON'S POINT ROAD WDH2842 MATTITUCK, NY ---- -- -------- -- ----- -------------- d-d' TD. FIN. FIRST FLOOR TITLE: Q 60 sTRUGTURAt_ BRACKET, SEE EXTERIOR ELEVATIONS DETAIL, TYP. EXISTING GLIDING BASEMENT DATE: 11/06/18 WINDOWS TO BE REMOVED AND REPLACED WITH NEW ANDERSEN PROJECT NO: 100 SERIES GLIDING WINDOWS, TYP $-d DRAWN BY: PG CHECKED BY: NM T.O. BASElviFTlf SLAB SCALE: AS NOTED DRAWING NO: 2 WEST EXTERIOR ELEVATION (RIGHT) A 2- SCALE: 1/4)2=11-0)) X \" ��. ` \ ' .,.X {ice }v A R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 P. 631.689.8450 1 F. 631.689.8459 www.wfcaia.com ,r ��eD ARC \� ND E R �u f' Q_G9 O CONSULTANT: — — — — — `- - — NO. DATE SUBMISSION _ I 1 11/27/18 ISSUED FOR BID. 2 12/31/18 REISSUED FOR BID. I 3 02/27/19 FILING SUPPLEMENT. I p I D(16rl% 6RAM- spA.Z — — — — — — I I NO. DATE REVISION F-1 � 1=LE� ❑ ❑ O Q I ( KEY PLAN: DEEP HOLE CREEK IX19IN6 LRS WVATFD .. ................................ exisrnNC-7 �AsEMENT O ( AREA OF WORK Zq s X 241 7 Z ae hr I a . ® ....... I I ZISTIN& LWINI51-FD — — GEILINO AND ' LI6HTIN& TO REMAIN F— L— I 1 LUPTON S 64' �3. LEOEND (Ex PENOTEs ExISTIN6) MACDONALD RESIDENCE EX 9M WNL TO DE RI]a M 2-xA4' or 2'x6 WD. fF MIN6 @ 16 OL. 55 LUPTON'S POINT ROAD W1 I/2 6YP. fD. BOTH SIDES TYP. (U.O.N.) MATTITUCK, NY 2xA"' o r2110" WAP 15EARIN6 WALL (L-15-W.)W/ 1/2, 6YP. 115D. PO-Fb SIDES TYP. (U.O.N) TITLE: � BASEMENT�� DEr�TOR REFLECTED CEILING PLAN 6AR15ON MONOXIDE DETECTOR DATE: 11/06/18 50 Cm EXf1AU5T fAN PROJECT NO: - J --� PARTITION TYPE DRAWN BY: PG CHECKED BY: NM 4'x4" WOOD POST U.O.N. SCALE: AS NOTED DRAWING NO: BASEMENT REFLECTED CEILING PLAN 0- SCALE: 1/417=17-01) <:..... x A R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com X\\F ED AFQ f N' PNDER Q- 10 ,O CONS TAt`]T: 34 1' " v--p14" 11, 1'73�" NO. DATE SUBMISSION 1 11/27/18 ISSUED FOR BID. 2 12/31/18 REISSUED FOR BID. 3 02/27/19 FILING SUPPLEMENT. -21 ExisnNO on PENEXISTINC-v 19 '- x - —0.6 tfT R 251X °cu,ro- INSTALL NEW 66LL AR TIES. (rYP OF 3) ONO. DATE REVISION PARTITION LEGEND KEY PLAN: DEEP HOLE CREEK 1.11 1ii ii ii ............... ............... O EXTERIOR WALL GONSTRLI(MON (EXISTING) l i I I i i AREA OF WORK II II I 2 G WARP r------------------� II II I II a .............. 2"XA!" STUDS @ IG OL- ---- ----- R-15 FOIL PAGED BATT INSULATION 1 I III I IN6 I I I I I I 1/2" PLYWOOD SHEATHING L-- ----+ I I I PINI pom AIR INFILTRATION $ARRIER — — — _ EXISTING GEPAR SHINGLF SIDING TO REMAIN II 5 h 1 TING I3 I0 X I� 1i i 8 °a-e i ExlsrwO 1 KITt1ENMT dLy \0 a 2"X4" STIRS @ 16" OL. (EXISTING) = x 9 — S °0.b Hf I 1 EX16TIN Z 8 ° 1/2 6YP6[N. 130ARP. (pOTHS SIDES) I ATf1R 3 2"X4" 5T lAs @ 16!' OL. (NEW) L , 7 to a� ---I 00 I i I/2" 6YPSLM1 C�YP.EINSTALLW pD� I pp1NT R� GATt1EDR'A,_ 6EILIN6. i i LUPTpN's I II I II II I 0 0 MACDONALD RESIDENCE LEOENP (EX DENOTES EXISTING) -- -- 855 LUPTON'S POINT ROAD -..................._..._,.,:.,,. . EXISTING WALL T013E FMOO MATTITUCK, NY 2x4" or 2"x6" WD. FRAMING @ 16" OL. W/ I/2 GYP. fV. 159M SIDES TYP. (U.ON) TITLE: 2x4o r 2"x6LOAF MARINE WALL (Lf W.) . � " " FIRST FLOOR _......... ....._ _ W/ 1/2„ GYP. 13D. BOTH SIDES TYP. (U.O.N) REFLECTED CEILING PLAN Q SMOKE PETEGTOR DATE: 11/06/18 co GARCON MONOXIDE DETECTOR PROJECT NO: - DRAWN BY: PG 50 GFM EXHAUST FAN CHECKED BY: NM SCALE: AS NOTED PARTITION TYPE DRAWING NO: ® 4"X4" WOOF POST U.O.N. 1 FIRST FLOOR REFLECTED CEILING PLAN SCALE: 1/4'1=11-01) • r f ~ Q. ------------------------------- ��. ll A R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 P. 631.689.8450 I F. 631.689.8459 1 www.wfcaia.com GRAD t, ����PNpER�gcy�l • v T- '0'® T � CONSULTANT: Mv-d NO. DATE SUBMISSION 1 11/27/18 ISSUED FOR BID, lo 2 12/31/18 REISSUED FOR BID. 3 02/27/19 FILING SUPPLEMENT. OD I I I I EXISTING EXISTING W.IL. I I I ao 9 ��OOM 0 51 .3w , r ----------- n---- -------- ttr 13 � x IZ 6 S °uta hr II II II NO. DATE REVISION PARTITION LEOEND I I I KEY PLAN: I I I IDEEP HOLE CREEK .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'...".............' II 1 II O AREA OF WORK EXTERIOR WALL GONSTRUGTION (EXISTING) II II II 1/2" GYPSUM 15OARD V,X4" STUDS @ 16" OL. i i E ING R-15 FOIL FA6ED 15A17 INSULATION II MA ' 1/2" PLYWOOD 61-EATHING1� rtr I I 77;,. AIR INFILTRATION 15ARRIER 5 LO 3 EXISTING OEPAR StIINGLE SIDING TO REMAIN hG 1 I CL 0 2"XA'" STUDS @ 1(," OL. (EXISTING) I-6� 3-6� i I i i i "Z95 APOIE /2" GYPSUM. 150AIRD. (f50T116 SIDES) INSTALL GEILNG II Q �------------J THROUGH,ff II V%4' STUDS @ 16" OL. (NEW) i EXISTIN I I I I (iL Q _ - - D 2" GYPSLN. BOARD. f5OTHS SIDES I MASTER RoomI I S 1p R ------------ --- - - ------------ -- \ -1 I ---- `j EXISTING �. vaw� AME BEDROOM EXISTING a. WH RO 13 6 x 10 9 8 Oa-e rrr 7 5xl a 8 ° MACDONALD RESIDENCE LEGEND (EX DENOTES EXISTING) aIsTINb WkL To ff- R1100 855 LUPTON'S POINT ROAD MATTITUCK, NY Zxh" or 2"x6" WD. FRAMING @ 16" OL. ..;,.r..u.;,s.'.:,....:;.., W/ 1/2„ GYP. �D. BOTH SIDES T-YP. (U-O.N.) TITLE: ,, 2x,4" or 2"0" LOAD SEARING WAIL (L.�>.W. SECOND FLOOR W/ I/2" GYP. pD. poTl1 SIDES TYP. (u.o.N) REFECTED CEILING PLAN QQ SMOKE DETEOTOR DATE: 11/06/18 co CARBON MONOXIDE DETEOTOR PROJECT NO: - DRAWN BY: PG 50 CFM MAUST FAN CHECKED BY: NM J SCALE: AS NOTED PARTITION TYPE DRAWING NO: ® 4"X4" WOOP POST U.O.N. AV1 SECOND FLOOR REFLECTED CEILING PLAN SCALE: 1/4 =1 -0 ROOF RAFTERS. SEE PLAN FOR SIZE AND LOCATIONS. LVL 15EM SIMPSON STRONGTIE H7 FRAMINGvim;>' wx ` STRAPS ON EAC-11 RAFTER. AS PER ° ° ROOF RIDGE SEE PLAN k ` ;:<: MANLFAGTURERS SPECIFICATIONS. �°oO° FOR SIZE AND LOCATIONS. (TYPI(IAL) SIMPSON STRONGTIE SEAM TO ± v+~ COLUMN CONNECTOR. INSTALL IN A6,6 R ANGE WITH MANLPAGTURERS ® SIMPSON MODEL LSTA SPEGIFIGATIONS. (TYPICAL) ® 24" LONG RIDGE STRAP. DOUBLE TOP PLATE 7 NOTE. a s ® 111, H7 OR HS METHODS ARE A6GEPTAft-E_ IF o° 117 METHOD IS UTILIZED, STIP TO TOP PLA °O ® DETAIL G GAN 13E OMITTED. ROOF RAFTERS SEE A R C H I T E C T S WD POST PLAN FOR SIZE AND LOCATIONS. 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com SIMPSON STiZONGTIE MODEL 117 4X4 POST: SIMPSON STRONG TIE MODEL: GG�4�4 4XG POST: SIMPSON STRONG TIE MODEL: 6,G4GROOF RACER TO TOP PLATE STUD DETAIL ROOF RAFTER TO RIDGE SEAM DETAIL ��� ��NDER 4.4 0(a POST: SIMPSON STRONG TIE MODEL: 66,66 L_ POST TO SEAM DETAIL MID SUPPORT '� � � , WD SEAM F ROOF RAFTERS. SEE PLAN FOR SIZE AND LOCATIONS. CONSULTANT: WALL STUDS. SEE SECTION. SIMPSON STRONGTIE GALVA SIMPSON STRONGTIE ANCHOR ON COLUMN GAP. INSTALL IN EACH RAFTER. AS PER ACGORDANGE WITH MANLFA(,TURERS ® MANUFACTURERS SPECIFICATIONS. °° SPECIFICATIONS. O-YPIGAL) (TYPICAL) o° ® O 0° 00 00 °° °° ® DOUBLE TOP PLATE OR °° °° MAM o° 0 •• °° WD POST NO. DATE SUBMISSION o° ° 0 11/06/18 ISSUED FOR FILING. PRESSURE TREATED SILL °° :. SIMPSON STRONGTIE MODEL HI 1 11/27118 ISSUED FOR BID. PLATE. °° 4X4 POST: SIMPSON STRONG TIE MODEL: EGG-4h 2 12/31/18 REISSUED FOR BID. 00 -06 POST: SIMPSON STRONG TIE MODEL: EGG4G o° 0° (Wo POST: SIMPSON STRONG TIE MODEL: EGGGG 3 02/27/19 FILING SUPPLEMENT. 00 00 °o POST TO SEAM DETAIL ROOF RAFTER TO TOP PLATE/WD 15EAM DETAIL GS—IG STRAPPING ?,s4" LONG APPLI UNDER THE SILL PLATE AND U' THE FAGS OF THE STUDS, TYPICAL NO. DATE REVISION �""X'4"' WD POST O �� RAFTERS. SEE PLAN FOR ANP LOCATIONS. KEY PLAN: DEEP HOLE CREEK O SIMPSON STRONGTIE COLUMN BASE. INSTALL IN ACCORDANCE WITH DOUBLE TOP PLATE OR WD AREA OF WORK STIA TO RIM J015T RIM JDIST TO 51LL Pl ATE DETAIL MANLFACTURERS SPEGIFIGATIONS. i3EAM U (TYPI(IAL) 00 ,ff1 1 CO °0 1l � ' , 0 V'MINIMLIM ��� � 1� 1 °0o G oo° SIPE6 VER Z yCJ REINF POURED CONCRETE o° ,o a (2" FOR LG13) •IR' ��� 1 oU o 00 � 1 SIMPSON STRONG TIE MODEL: L-6D4 F R6P4 0 1' EXTERIOR NOTE: SIMPSON STRONGTIE ANCHOR ON H8 'y\ 2 X 4 CONTINUOUS LATERAL pWAGING A-a- EXTERIOR USE STRAPS, 1=RACKETS, GOLUvIN GAPS, GOLUv(N BASES ETC. EACH STIP. AS PER MANUFACTURERS �Q � .. SHALL 13E GALVANIZED STEEL SPECIFICATIONS. (TYPICAL) PTON�S PploS go rA FASTENER NOTE: pa-TS OR MACHINE DOLTS (W6) ARE TO M STRUCTURAL QUALITY THROUGH 15OLT6 (NOT LAG SCREWS OR CARRIAGE BOLTS) EQUAL TO OR NOTE: 15ETTER THAN ASTM STANDARD AW7, GRADE A. EITHER METHOD AGGEPT'Af I E- 10—Sd NAILS EXTERIOR POST TO GONORE.TE DETAIL G STUD TO TOP PLATE DETAIL RooF 1RS. SEE PLAN FOR SIZE AND M A C D O N A L D RESIDENCE 5d COOLERS NAILS GABLE END @ I d" OL. SIMPSON STRONGTIE JOIST HANGER. INSTALL AS PER MANLPAGTUREZS 2 X 4 131-OGK NAILED SPECIFICATIONS. (TYPICAL) SIMPSON STRONGTIE STRAP. INTO STALL A—lod NAILS NW,E W/ 10 AS PER MANLFAGTUZERS ° 855 LUPTON'S POINT ROAD SPE61FIGATIONS. (rYPIGAL) MATTITUCK, NY /2"' GYPSUM 130ARD 00 ot 5d COOLERS NAILS TITLE: @ 7' OL. SIMPSON STRONGTIE MODEL L1128 10-5d NAILS Dam►.-E TOP PLATE FRAMING DETAILS 20 GAGE STEEL STRAP (OR TEAM AS PER SECTION A) ENDWALL STLPS DATE: 11/06/18 SIMPSON STRONGTIE MODEL HS PROJECT NO: - DRAWN BY: PG GEILINC� RAGING AT 6A�LE END WALL TYPICAL JOIST f 1ANOER DETAIL ROOF RAI=TER TO TOP PLATE DETAIL CHECKED BY: NM SCALE: AS NOTED DRAWING NO: 17M AMr FRAMING DETAILS 1 ® SCALE: AS NOTED {l. n �\Vit::•`' ; :;:;::: � WINDOWS LA 4 >' «><: < : 6-d WIDE ATTACH KING k � ���•• MIN WD THICKNESS 4-1/2!' ,. STLAS r0 TOP PLATE TYPICAL TER TO TOP `; ``{ PLATE CONNECTOR }: `\ SHEAR WALL HOLD-DOWN AT OPENINGS WITH (2) DOUBLE TOP ?*; GONNEGTOR PY SIMPSON Ps' WAGE FOR HOLD DOWN PLATE VVD POST, WITHIN WALL SIMPSON STRONG TIE TYPICAL WINDOW TYPES: STRONG TIE MODEL. INSTALLATION CONNECTOR MODF_L HDGjB-��DS3 SEE PL UGTIO R TYPICAL. 6PH4, TYPICAL 150TH SEE PLAN FOR LOCATIONS ATTACH KING STIP r0 TOP PLATE CORNER STUD CONNECTED TOSIDES AT OPENINGS WITH SIMPSON STRONG TRANSFER SHEAR 11 TIE CONNECTOR MODEL SPH }, °° TYPICAL DOTH SIDES °° 00 ° (ERTALLY, TYPICAL 00 00 oVII" A R C H I T E C T S o INSTALL (2) SIMPSON� °o ° VIF 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 o STRONG—TIE MODEL 66I6 ° END WALL ° TYPICAL STIR TO TOP P. 631.689 850 1 F. 631.689.8459 I www.wfcaia.com ON EAGt-t SIDE Off WD ._-�. ° FRAMING POST, TYPICAL ° ° °° N� PLATE CONNECTOR. SEE �* o ° SHEATHING NOT D015I,..E HEADER. DETAIL 0. SHOWN FOR CLARITY PLAN FOR SIZE AND l O(o ' DER M C T� 0 o ° ° LOCATIONS. HEADER TO JACK STUD '' CONNECTION, SIMPSON WINDOWS LAROER THAN— STRONGTIE LSTA21, 6'-d' WIDE USE SIMP60N JA6K STIR TYPICAL.CLEAR STRONG TIE MODEL �269'es "cMs16", TYPICAL poTH FU-L HEIGHT INSTALL 2SPAN 5 X SOLID WD KING 6 PLOGKING, 15ETWEEN TI,D FLOOR TYPICAL AT ALL 2X WINDOW SILL LOAD PEARING POSTS PLATE CONSULTANT: f50TTOM PLATE NEW RIM JOIST ' ° TYPICAL II" INSTALL 2X SOLID PROVIDE MINIMUM I" END ° NEW STUD r0 RIM JOIST f5LOGKING, TYPICAL DISTANCE CONNECTOR SIMPSON FOR ENTIRE LENGTH EXISTING WALL ° STRONGTIE 'EGTA 21" AT OF SHEAR WALL FRAMING ° EXISTING DOUBLE TOP 32" O.G., TYPICAL FASTEN WITH (26) 10d PLATE, VIF NO. DATE SUBMISSION NAIL IN ACGORDANGE WITH ° 7/9V" DIA. THREADED ROD MANUF INSTALLATION 0 11/06/18 ISSUED FOR FILING. PETWEEN FLOOR INSTRUCTION, IN EACH END TYP TYPICAL WINDOW TYPES: 1 11/27/18 ISSUED FOR BID. 6IMP60N STRONG TIE MODEL 2 12/31/18 REISSUED FOR BID. "6516", TYPICAL DOTH SIDES 3 02/27/19 FILING SUPPLEMENT. EXISTING STIP TO RIM WD POST, TYPICAL EXISTING JOIST GONNE6TOR ZX FRAMING TO 51MP50N STRONGTIE REMAIN "LSTA-21" AT 32" oG., TYPICAL $ETWEEN FLOOR 6HEAR WALL H60-DOWN GGNNEGTOR DETAIL TYPICAL BETWEEN UOR CONNECTOR DETAIL 0 NO. DATE RD�) - EVISION KEY PLAN: \ DEEP HOLE CREEK .'.'.'.'.'.'.'.'.'.•.•.'.......'.'.'.''. .. '.'.'.'... .'.'.'.'.'.' ................... .............. WINDOWS L.AReER 6'-d' WIDE ATTACH KING AREA OF WORK STLPS TO TOP PLATE "SIMPSON" AT HDGjB-��D53 SIMPSON STRONG TIE) DOUBLE TOP PLATE ATTACH KING STLD RO TOP PLATE 1 a CONNECTOR MODEL AT OPENINGS WITH SIMPSON STRONG / 1 o SPH }, TYPICAL 150TH TIE CONNECTOR MODEL SPH4, 31. ° SIDES TYPICAL 130TH SIDES 0 y� 1 o ° I "SIMPSON" LSTAIS, TYPICAL. SINGLE STRAP APPLICATION pO�NT R DOUI3l..E HEADER. S PLAN FOR SIZE AND SED• MU-TITIPES MAY M �UPToN LOCATIONS. WINDOW TYPES JACK STIP ----FULL HEIGHT THAN 6'-d' WIDE USE KING STIP SIMPSON STRONG TIE MODEL "GMST ", TYPICAL I30TH SIDES 2X WINDOW SILL PLATE PROVIDE SOLID 150TTOM PLATE 151-06KING AT ENDWALL MACDONALD RESIDENCE 7/S" DIA. THREADED ROD PRESSURE TREATED SILL EMBEDDED I2-1/2" INTO PLATE. 855 LUPTON'S POINT ROAD CONCRETE W/ "SIMPSON" ET . MATTITUCK, NY (HIGH STRENGTH EPDXY ADHESIVE) TYPICAL WINDOW TYPES: 66-16 STRAPPING 3d' LONG TITLE: APPLIED UNDER THE SILL PLATE NOTE: AND UP THE FACE OF THE STLDS, I, PROVIDE HOL-P DOWN AT END OF EACH SEGMENTED SHEAR WALL. TYPICAL f5OTH SIDES. SEE DETAIL FRAMING DETAILS J/A5.2, TYPICAL 2. PROVIDE HOLD DOWN WHERE SHEAR WALL TERMINATES IN A CORNER. 3. SEE PLANS FOR DIMENSIONED LOCATIONS OF SHEAR WALL MARKED "SW' DATE: 11/06/18' PROJECT NO: - FIRST FLDORfEAR WALL 110LD DOWN CONNECTOR DETAIL TYPICAL FIRST FLOOR CONNECTOR DETAIL DRAWN BY: PG G CHECKED BY: NM SCALE: AS NOTED DRAWING NO: c 1 FRAMING DETAILS- Amos2 SCALE--: AS NOTED 2x� TIE6 @ ��„ O.G. . , . h > 4vv nhh vvi div 0 }444`4`• TO EX16TINO 2_X {v� �vv 44v •4 RA�TEf ,� : (2) 2 x IO DOLLAR TIES (TYP. OF 2) A R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com e`Q D ARC / tY `_ EXISTIN(' Z x4 STUDS 0! CJ 7�W F * �•v� sp CONSULTANT: NEW HERRINGf5ONE F),RIGK FLOOR ON MORTAR QED OVER EXISTING GONGRETE SLAB. EXISTIN(') CANTILEVERED SAY WINDOW REMOVE EXISTING HARDWOOD _ FLOORING, 6Uf�FLOOR AND T ;: M1�: •: t' .: NO. DATE SUBMISSION sLEE ERs As s OWN. 3 02/27/19 FILING SUPPLEMENT. v_ aT EXISTING) 4 (/ON(/RETE SLAB G.M.U. FOUNDATION 1 3 Il I5-3/ NO. DATE REVISION TABLE R507.2 DECK LEDGER CONNECTION TO BAND JOISTI b KEY PLAN: DEEP HOLE CREEK (Deck Ilse load=40 psf,deck dead load=10 psf,snow load 5 40 psf? \...... JOIST$PAN ............. .............. .............. CONNECTION DETAILS W and less 6'1"to a' a'1"t4 10" 10'1"to 12' I 12T'to 14' I 14'1"to 16' 16'1"t°18' On•centorspaoingoffastanars AREA OF WORK t, SECTION THROUGH EXISTING ADDITION -inch diameter lag screw with 1/77inch 3() 23 ,8 ,.5 13 11 14 ... 1 maximum sheathing' 1p� h 1l,�sheathing`'diameter bolt with'/2 inchmaxirntun 36 36, 34 29 24 21 19 `K 1 ,• SCALE. 1/2"=V-0" 1 � r/,--inch diameter bolt with 1-inch maximum 36 36 24 24 21 18 16 7 h0~� ~� sheathing° '1110 tir' 1 5/4 RALIN6 GAP For Sl: 1 inch-23.4 mm,t foot-304.8 mm,l pound per square foot-x,0479 kPa. 70 a.Ledgers shall be flashed in accordance with Section R703.8 to prevent mater from contacting the house band joist. b.Snow load shall not be assumed to act concurrently with live toad. c.The tip of the lag screw shall fully extend Wyond the inside face of the band joist O 1 d.Sbeathing shall be wood structural panel or solid sawn lumhcr. e.Sheathing shall be permitted to be wood struemuai Wl,gypsum board,fiberboard,lumber or foam sheathing,Up to'/.-inch thickness of stacked washers 7, 1 shall be perm:lued to substitute for up to tic inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing, J 73 2X4 DCI'. P.T. WOOD RAILING (TYP.) N,S Pp1N L�PTo TA-0o0S R f'.4S`Tf:N V-A S 1132 6". ALUM. COUt`U "6111% AT 3X3 �RAGKET EXISTING 5/4" DECKING MATERIAL. LEDGER WARD a 'VIN, F 2 x I B*N, vE f��E� 1. F2�tl SCRI TO �.` ti 5'tb°N.I~'C€i 7 X I D 13��l»�F0 T�4 5'IF Ea+��,SE'E"tS 7.!$'l.11t�1 F 2 X 17 ARE USED OR PQ.T SIAtrjNG r- h"xA" EXT. P.T. WOOD RALIN6 LAG DOLT LEDGER W 2 3 S"o x 4 I/Z° �r � ;8 LE.'J HAT r i $TO 2 X � POST DOLTED TO RIM JOIST / � ) / TO ATTACH�x Lir�C��Ra TO�x 1—� DOLT5 ® W, Z. . tEDCE t S SCRs tl OR Pf T 3'4"V!N 01 0 EXISTING 5/4 FASCIA f VARD LzEsIDENGE st t Jn`It 11.41 rfdh FlOLI Etf5071,1(i) (2) 1/2!'o EXPAN PLJLGEf�EIf tt#1�LAtI SCAE3 A11t1 �� I+tDt3EtlS N6 2Z LEDGER LAO DOLTED ro RIMJMAC D O N A LD RESIDENCE RIM OIST. EXTERIOR SHEATHING � GALVANIZED STEEL JOIST RANGER AT EXISTING STUD WALL ti EXISTING 68" P.T. 61RDER EA(H FJ, TYP ANCHORED To POSTS EXISTIN-G 2x SD JOIST 855 LUPTON'S POINT ROAD OR ENGINEERED RVA BOARD MATTITUCK, NY GMU BASEMENT •° NEW C4' P.T. POST AWWREP TO _ FOOTING W/ 6ALV STEEL COL" RASE < " MIN. r � DECK JOIST TITLE: LCD44 W/ (2) 5/g" DIA ANCHOR tOLTS, &RAPE i ; ' ;< prIAftift MIN. t II LAG SCREViS OR BOLTS Tr- G" PAIN, SECTION AND DETAILS •. -.. I _II a 11.1. I I • ;.. ' . . �•• ,�` , `at 4000 PSI PG. F00rING. SEE FOLIATION d f'LrDb 1'FR A�v+l!PdG DATE: 11/06/18 '' s` . 1 a � PLAN X111 I _' _' , '15T 1tA1�dGEI PROJECT NO: SGR.OLL GUr DIA -111—II1=1I1=1II—III—I EYISTING RAGE 2 TON SOIL COIv�ACTED TO Y5% MODIFIED -11 —111=111-111=111- FOUNDATION WALL �' � � �`'° DRAWN BY: PG PR06TOR DRY DENSITY. CONTRACTOR l I i-1 L-�11-1 l CHECKED BY: NM SI-KL REPORT TO AR(,HITECT IN WRITING SCALE: AS NOTED IF SLP SOL 60NDIT10N6 DO Wr MEL7 THESE 5PEGFIGAr1ON5 IrCRIE WsAr.D BO #'1.A+CE�IE?#T OF l.A{a cl°�tyS�r.t{1)BOLTS IN RAND JOISTS DRAWING NO: C. ^ ATIVE BRACKET DETAIL DECK FRAMING DETAIL LEDGER FRAMING REFERENCES DEi..OR 4 2 " ' " SCALE: N.T.S. SCALE; 1 -112"=V-0': SCALE: 1 -1 -0 r? DCS ® DRAWING INDEX ZONING INFORMATION CONSTRUCTION DOFOR . DWG.NO. DRAWING TITLE INITIAL ISSUANCE LATEST ISSUANCE ADDRESS: 855 LUPTON'S POINT ROAD, MATTITUCK, NY,SUFFOLK COUNTY, NEW YORK, 11952 REVISION NO.&DATE ARCHITECTURAL ZONING: R-40 RESIDENTIAL LOW DENSITY (1 ACRE) ; $; h ..................... _...._ .._........................._....._..._ .... ... _.._..-.................. ..............._.._...... ............. .. ... TITLE SHEET, PLOT PLAN AND NOTES 11/06/2018 0 DISTRICT 1000 T-1.1.00 S I IKIT E K I A 0 R AL T E R"'AT 10 N �'*S` TU G-1.1.00 NOTES AND SYMBOLS 11/06/2018 0 TAX MAP NO. SECTION: 115.00 BLOCK: 11.00 LOT(S): 5.0 . .................................................................................................................................. .................. ................ .......- _.. ... ........ _.............._.........._..._....._........... ... G-1.2.00 BUILDING CODE REFERENCE NOTES AND PLUMBING RISER 11/06/2018 0 _€`'<>?'<> `• G-2.100 SPECIFICATIONS 11/06/2018 0 REQUIREMENT EXISTING PROPOSED PERMITTED ` .......... . . ............_....... .......................... ....... _...... _... ._....._ .._.__....._.__......_... _._..__......... ... \v. 4 4v,viiv \4\ 4.. .. ,ice .� ...vv MANUAL TABLES 11 0 201 1 0 Ar G-2,200 WOOD FRAMED CONSTRUCTION / 6/ 8 .. OCCUPANCY CLASSIFICATION SINGLE FAMILY EXISTING N `. T E M __.............. -. __..... ... ........_ •.£ _. I G/ O CHANGE SINGLE FAMILY h' D 1.0.00 BASEMENT REMOVAL PLAN 11/06/2018 0 uu rNim L L.-IjLOT AREA PER DWELLING _. .._...._..... ...._.........._.........................................._..............I........ _,. __....._....................._.._..............___............... UNIT •, ,.,��. . .......... _...___..............._......................._............_......_....._.... ........... ......._..........._..__.............._............._..........._..._._........... ._...._......_......__.._. 15,140 SF � EXISTING/NO CHANGE 40,000 SF MIN � •;<;,•� 1 0D 1.1.00 FIRST FLOOR REMOVAL LAN 11/O6/2018 ...... ............._..................... ... . .. . ..................... ................................................. .. ...... { LOT WIDTH 100 FT EX ISTING/NO CHANGE 150 FT MIN D-1.2.00 SECOND FLOOR REMOVAL PLAN 11/06/2018 ..............................._'........-0 .........._.............._......_.._............__.._........__.................... n _ ._. .... ...._._..........._...... ........... .._........... ..................__........................................_......__....__.._......__..........._ ............_. LOT DEPTH 183 FT EXISTING/NO CHANGE 175 FT MIN A-1.0.00 BASEMENT CONSTRUCTION PLAN 11/06/2018 i 0 1 ........................... _......_._.._.........__.......--._..........._...._...._._.._._.._...._.._...........................................----.....---............. .............................................._........_.__.-...._...............--.._......................._..-- .._..;_.._.._.._._...._...._..- ... ... ---...._._._.................. MAX. PERCENT OF LOT COVERED BY BUILDING 12.35% EXISTING/ NO CHANGE 20% t A-1.1.00 FIRST FLOOR CONSTRUCTION PLAN 11/06/2018 0 ATT T K M i C T D U ......_.._....................._._..................._.---...-........................ $55 LU PTO S POINT ROAD, A-1.2.00 SECOND FLOOR CONSTRUCTION PLAN 11/06/2018 j 0 ............................. ... ............................................. ...... A R C H I T E C T S A-5.1.00 FRAMING DETAILS 11/06/2018 0 i i PRINCIPAL BUILDING 11 2 _._........._.......­­.. ..................................._..........._....._ _ ...... ._- ..........._._........... ,......... ___ SUFFOLK COUNTY, E YORK, 95 _ ..............._.........................................._..._..._._.. ............_ ................_ _ _ _ A-5.2.00 FRAMING DETAILS 11/06/2018 0 FRONT YARD SET BACK 20.2 FT (GAR) 49.7 FT (RES) EXISTING/ NO CHANGE 50 FT MIN ..................._........ ....__.... ....................__........ _.. . ................................. ........ _................ 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 INTERIOR YARD P. 631.684.8450 F. 631.689.8 S9 vvww.wfcaia.coni _............. ....... _ ..... .................................................. _....__. ._.. ... _..................a................................_..._... ......_............._..._......_...... I 4 i ..--._...---.._.. --....................................._...---...._._.._............._...__....._-__._......_._.._.._._..........._......................_....._._.._........................_-_.. .. ..... . _ . _. . ..,. . _........._......_..._...........__..._...._.._.._....................._._....._......................__ ......_.._. .. SIDE YARD SET BACK 6.8 FT C 1 PROJEC.T NO: 18- 12646 ....................................................... .................................. ........ ............... ................................ ........_�...........................:................._,._........._.......................... ....._............................._.... i EXISTING NO CHANGE 15 FT MIN ... /....................C_. D A R C N ......................... _...._......... SIDE YARD ET 15.4 FT i E i _._............__.._..._.................. _..... .......... ._. . . .__.. ._.__. ............. _._.... .. ..._....., ....... . ._............_..................._._.._._._. S BACK 2 EXISTING NO CHANGE 15 FT MIN � ..........................._.........._...._.. .._.__...._................................................................................ . ..... . . ............ . R MA _... O ................................................._............_.........................................._........................................................................................._....................................._._....._... ..............................._............................................................................................................._....... ....... . ...... .. . ....... . COMBINED 22.2 FT CO ED WIDTH OF 2 YARDS � EXISTING/NO CHANGE 35 FT MIN _ _...... ........ . . .. .. .... .. ........ . . ._... ............._.......... REAR YARD SET BACK 78.9 FT _._.......... O EXISTING NO 50 FT N W Q _..... ........_._..............._._/..... - CHANGE....... . MI J s. BUILD114G DEPARTMENT NOTE _ _ ___ __ __ _ _ W Y PROJECTCONTACTS BUILDING HEIGHT 21.3 FT/2 STY EXISTING/ NO CHANGE 35F OR 2 1/2 STY MAX * z 1. THESE CONSTRUCTION DOCUMENTS WERE PREPARED USING THE ZOI(O NEW YORK STATE UNIFORM BUILDING GORE / 2015 LIVABLE FLOOR AREA PER DWELLING UNIT 2281 SF EXISTING/NO CHANGE 850 SF MIN S 9 SI NTIAL GORE IN CONJUNCTION W THE PRESCRIPTIVE DESIGN OF THE WOOD FRAME CONSTRUCTION MANUAL INTERNATIONAL RE DE / _ .. _.............................._. }. 205 TI & AS 7 ARCHITECT CONTACT: NEIL MACDONALD,AIA, LEED AP OWNER: AMELIA MACDONALD GARAGE 497 SF EXISTING/NO CHANGE YES r FOR ONE & TWO FAMILY DWELLINGS (2.015 EDI ON) CE WILLIAM F.COLLINS,AIA ARCHITECT, LLP 15 BLUEBERRY RIDGE ROAD _........._.............__..... _._. _.._..........._.... ........................................-........................ .............,_......_... BASEMENT 608 SF EXISTING/ NO CHANGE YES 12-1 TECHNOLOGY DRIVE SETAUKET NY 11733 - - - --- - .................................._.......................................................__..._........_.........._._._._. 2. WHERE APPLICABLE, THE ENERGY CONSERVATION GALGI�ATI0N5 WERE PREPARED USING THE 205 INTERNATIONAL NE SETAUKET, NY 11733 __......_......_.........._._................_......_._._....._......_..._.............._1............._...._... _... . .. ............ ....................................._. CONSULTANT: S RVATION GORE A5 MODIFIED BY THE 2016 NEW YORK STATE SUPPLEMENT. P:631.689.8450 EXT.115 P:631.476.4785 FIRST FLOOR 1272 SF GONE EXISTING/ NO CHANGE YES NEIL.MACDONALD@WFCAIA.COM _..... ... . ............................._._........................_...... .._._...._... ................__... _ .._..__..............................._.......... . r........ ............... ............ SECOND FLOOR 1009 SF _....._._....................................... EXISTING/ NO CHANGE YES GENERAL NOTES: MUNICIPALITY NOTES= 1. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE 201( NEW YORK STATE UNIFORM BUILDING GORE / 2015 1. ALL WORK SHALL BE IN AGGORDANGE WITH THE TOWN OF SOUTHOLD GODS. INTERNATIONAL RESIDENTIAL GORE, THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE & TWO FAMILY DWELLINGS (2015 EDITION) & ASCE 7, TOWN OF 50UTTHOLD GORE, SUFFOLK COUNTY GORES AND REOULATIONS, AND ALL OTHER GOVERNING 2. NO SITE WORK OR EXTERIOR ALTERATIONS PROPOSED AS PART OF THIS APPLICATION. ANY EXTERIOR ALTERATIONS OR SITE APPRO ED AS NOTED AOENGY BUILDING REQUIREMENTS. WORK MUST f�E FILED SEPARATELY WITH THE TOWN OF SOUTHOLD PLANNING, f U"LDING, ENGINEERING AND TRUSTEES. DATE: S 2. EACH CONTRACTOR SHALL BE HELD RESPONSIBLE TO HAVE VISITED THE SITE AND TO HAVE VERIFIED ALL EXISTING CONDITIONS _ B.P. PRIOR TO Sl-ART OF THE WORK. 3. NO GRANGE IN NUMBER OF BEDROOMS, NO GIIANGE IN BUILDING AREA OR FOOTPRINT PROPOSED. FEE: �� D BY:.Z&-) .. NOTIFY BUILDING DEPAR MENT AT NO. DATE SUBMISSION 3. DRAWINGS ARE NOT TO BE SCALED. WRITTEN DIMENSIONS SHALL SUPERSEDE SCALED DIMENSIONS. 4. NO WORK SHALL BE PERFORMED WITHOUT A 13UILDINO PERMIT ISSUED BY THE TOWN OF 50UTHOLD BUILDING DEPARTMENT.. 765-1802 8 AM TO 4 PM FOR THE 0 11/06/18 ISSUED FOR FILING. FOLLOWINGINSPECTIONS: ------ -- ..... .._._.. .................-- ----...---.._....._..- ._.... - ...... 4- EXISTING CONDITIONS INDICATED ON PLANS HAVE BEEN DETERMINED VISUALLY. GONTRAGTOR MUST FIELD VERIFY EXISTING I. FOUNDATION - TWO REQUIRED ------ -------- CONDITIONS, AND REPORT ANY DISCREPANCIES TO THE AR(HITE(T, FOR REVIEW AND RESOLUTION. FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 5. ALL ITEMS OF WORK IDENTIFIED ON THESE DRAWINGS ARE DESIGNATED TO BE NEW UNLESS OTHERWISE NOTED. 3. INSULATION - ------------------- ---------- 4• FINAL - CONSTRUCTION MUST G. GENERAL GONTRAGTOR SHALL M RESPONSIBLE FOR ANY DAMAGE SUSTAINED TO EXISTINO OR ADJACENT AREAS, BUILDINGS, _................_---...._..-.-------.--.._.._..--------------------------...__._...__..................__. _._ ._......... . BE COMPLETE FOR C.O. S TO 5UfZ1=AGES, PLANTINGS, ETC. DURING GONSTRUGTION AND SHALL BE RESPONSIBLE FOR ALL LABOR AND MA ERIAL ALL CONSTRUCTION SHALL MEET THE REPAIR OR REPLACE (AS DIRECTED BY OWNER) ALL ITEMS DAMAGED DURING CONSTRUCTION. F?EOUIREMENTS OF THE CODES OF NEW --_................____.._-._ _-_.__ _.__...._......_....._..._...._...._._.____ 7. ALL NEW AN? PATCHED SURFACES SHALL BE PAINTED UNLESS OTHERWISE INDICATED. SURFACES NOT INDICATED BUT ADJACENT 1'DRK STATE. NOT RESPONSIBLE FOR _...._...._._.........- - _._....__............................................ TO A WALL OR PARTITION SHALL HAVE THE SAME FINISH UNLESS OTHERWISE INDICATED. THIS APPLIES TO ALL AREAS _SIGN OR CONSTRUCTION ERRORS. INCLUDING BUT NOT LIMITED TO HIDDEN ELEVATIONS, ELEVATIONS NOT SHOWN, WINDOW JAMB, DOOR JAMBS, WINDOW SILLS AND THE LIKE. S. GONTRAGTOR• SHALL PERFORM THE REMOVAL OF THE EXISTING WORK WHERE INDICATED ON THESE PLANS, OR AS NEEDED TO DEP HOLE PROCEED WITH THE NEW WORK IF APPROVED BY THE ARGHITEGT. EXISTING ITEMS TO BE REMOVED THAT ARE NOT TO BE CREEK NO. DATE REVISION RETAINED BY THE OWNER SHALL- BECOME PROPERTY OF THE GONTRAGTOR AND REMOVED FROM THE PREMISES. S KEY PLAN: DEEP HOLE CREEK 9. CONTRACTOR. SHALL REMOVE ALL DEBRIS AND GLEAN ALL AREAS EFFECTED BY CONSTRUCTION PRIOR TO GOMPL�TION, LEAVING �� ��• COMPLY WITH ALL CODES OF INFORMATION FOR THIS PLOT PLAN WAS TAKEN FROM A LAND r t 0 0-b NEW YORK STATE & TOWN CODES `y•., • JOB SITE FREE OF DUST AND DEBRIS. SURVEY PREPARED BY PINNACLE LAND SURVEYORS, LLP, , ~` ,� AS REQUIRED AND CONDITIONS OF AREA OF WORK 10. GONTRAGTOR SHALL PROVIDE ALL TEMPORARY PROTECTION REQUIRED TO MAINTAIN WEATHER PROTECTION, AND SECURITY FOR DATED SETEMBER 2/, 2018. rr •a''' THESE PREMISES, THROUGHOUT THE COURSE OF GONSTRUGTION. � b' II. THE ARCHITECT AND / OR HIS CONSULTANTS DO NOT IMPLY, NOR DO THEY ASSU\i1E RESPONSIBILITY FOR, THE METHOD OF 4��� t� � � �''�a89�RD DEMOLITION .AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL NECESSARY a :y *1%' �`!� y 1 TEMPORARY SHORING, AND PROTECTION, REQUIRED FOR PROTECTING THE INTEGRITY OF THE STRUCTURE, AND INSURING THE _v, SAFETY OF IT'S OCCUPANTS. �� w Alo 12. ALL WORK TO f5E GUARANTEED AGAINST DEFECTS IN MATERIALS OR WORKMANSHIP FOR ONE YEAR AFTER ACGEPTANGE. C § 13. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT, WHETHER THE �" ' ,�,w I 1 PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOT BE USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ARCHITECT. 14. THE GONTRp,GTOR AND ALL SIUBGONTRAGTORS SHALL BE LICENSED AND INSURED TO PERFORM THEIR WORK IN THIS AREA. ALL OCCUPANCY 00 o WORK SHALL_ M PERFORMED IN STRICT ACCORDANCE WITH ALL O.S.H.A. STANDARDS. s t 5 PpiN � USE IS UP��LA�fp f_f I► ��PTpN, R WITHOUT CEPi- : ' OF OCCUPANCY 0, M € t� tu �� TRUSS PLA GENERAL si TE WORK NOTES. ,• �, , CSR®II't�G RI~f "�t3E w � ::........ w t I. RESTORE ANY LANDSCAPING, CURBS, PAVEMENT, PAVERS, PATIOS, WALKWAYS, ETC. THAT ARE DISTURBED DURING GONSTRUGTION. 2. ALL METHODS AND MATERIALS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPEGIFIGATION6 OF THE TOWN OF -' ' t SOUTHGLD, AS APPROPRIATE. aR 2 �•0 s��. /i� •st v��-X-4per, . E;,;_ f�14°CL(J p� aZI r 4•.• - "' f- D.'c�L MACDONALD RESIDENCE �NS� .. 3. VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO BEGINNING WORK, AND TO TAKE MEASURES AS NECESSARY TO PROTECT : ' �;� - i �� ���iq Re ALL UTILITIES INTENDED TO PD\RAIN IN PLACE. ALL UTILITY RELOCATIONS WILL BE PERFORMED BY THE CONTRACTOR AND =� �'� '°' ' g ` ' �' 1 �� ° �® COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. } ,�T�� � �----a ca�r�ahac 4. UTILITY MARK OUT SHALL BE PERFORMED PRIOR TO BEGINNING THE WORK. " € .i' : �.: , ; ': .� 855 LUPTON'S POINT ROAD ca 5. THE CONTRACTOR SHALL EMPLOY THE APPROPRIATE MAINTENANCE AND PROTECTION DURING CONSTRUCTION. i°� $��' MATTITUCK, NY «I- € •: P LUMBER CERTIFICATION W N LEAD CONTENT BEFORE G. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL SHALL BE DISPOSED OF IN ACCORDANCE WITH ' x CAFtACE CERT ALL LOCAL TOWN, COUNTY, STATE, AND FEDERAL LAWS AND APPLIGAf�LE CODES. lFICATEOFOCCUPANCY TITLE: SOLDER USED IN WATER SUPPL Y S YS TEM CA NNO T TITLE SHEET a4E � zr# EXCEED I D2/10OF1% LEAD. PLOT PLAN & GENERAL NOTES ssancw+�r DATE: 11/06l18 `�. _.... .....-....._...._........__._....._....-......._........-..._......-.__.._........._....__............. __......_.__..__._._.... � Faaata S.7E a�I ,� ^'r* PROJECT $ A f5 � �. ,'�1 NO: - - atI cxi°--°^•u� cH­--^-- ff-b ox t�+ . ,�x-gni,' ��L_►. DRAWN BY. -- A T °_ ---' S 79"45'1 Ow-W 167oZ_o' ,e TSTING BE _.. ._................._._.................... -- _._...._._.._...._....._.............._.._....._..._. CHECKED BY; NM ---.........._...-. --- -- -......_..._....--....... LUPTON POINT ROAD SCALE: AS NOTED (LUPTON'S P0114T RDAD, 20' WIDE R.O.•W) DRAWING NO: 0' 10' 20' 40' PLOT PLANTWI 1 1 20' , SCALE: 1 "=20' GONGRETE AND MASONRY NOTES: STRUCTURAL NOTES: r=RAMINO NOTES: I. ALL CONCRETE WORK SHALL BE NORMAL WEIGHT, MIXED AND PLACED IN ACCORDANCE WITH THE LATEST A.G.I. ALL STRUCTURAL MEMBERS AND SHEATHINO SHALL BE FASTENED AS PER THE WOOD FRAME CONSTRUCTION MANUAL I- UNLESS OTHERWISE NOTED, ALL FRAMINO LUMBER TO BE GRADE STAMPED DOUGLAS FIR-LAR(,H STRUCTURAL GRADE NO. 2 OR SPE61=10ATION6 AND SHALL HAVE THE MINIMUM SPECIFIED COMPRESSIVE STRENOTH OF CONCRETE AS PER TABLE 84022 (WFGM) 2015- BETTER f = 050 MIN.. OF THE RESIDENTIAL CODE OF N.YS- fx Z. ALL STRUCTURAL CONNECTORS AND ANCHORS SHALL BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS AND >' 2. ALL EXTERIOR FRAMINO TO BE STRUCTURAL GRADE TREATED LUMBER. ALL EXTERIOR CONNECTORS TO BE GALVANIZED WITH ...... 2- INTER OR CONCRETE BASEMENT WALLS, FOUNDATIONS, BASEMENT SLABS, INTERIOR SLABS ON ORADE, EXCEPT OARAGE FASTENER SCHEDULES. POLYMER COATED FASTENERS, PER MANUF. RECOMMENDATIONS. FLOOR SLABS, AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER SHALL HAVE AN Fc = 2500 P.61. MIN. AT 25 DAY �1\f'v ri�?::i::: }: vii\ TEST, UNLESS OTHERWISE NOTED ON PLANS. 3. THE STRUCTURAL DESIGN OF ALL R ED NEW G S UGI IS IN NF ANGE WITH HE SQUIRE ENS 3- ALL SHEATHING TO BE AP.A. RATED, EXPOSURE I, 112'" MIN. THICKNESS. PERIMETER PANELS AT EDGE OF ROOF & WALL CORNERS ;$ g> v: ZDI/ NEW YORK STATE UNIFORM BUILDING CODE / 2015 INTERNATIONAL R-SIDENTIAL GORE IN CONJUNCTION W/ THE TO BE NAILED IN ACCORDANCE WITH TABLE 3.10 AND 3.11 OF THE W.F.C.M. 2015 ED. PROVIDE SOLID BLOCKING. UNDER ALL SEAMS. €<. 3. EXTERIOR CONCRETE BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK PRESCRIPTIVE DESIGN OF THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE & TWO FAMILY DWELLINGS (2015 EDITION) ��,;>�:4:= ::: $ EXPOSED TO THE WEATHER SHALL HAVE AN Fc = 3000 P.31 MIN. AT 25 DAY TEST, WITH 5-7% AIR ENTRAINMENT. AND ENGINEERED DESIGN PER ASCE. 7. A. USE SOLID BLOCKING OR X- BRACING BETWEEN ALL JOISTS @ 8"-O" MAX. SPACING. A. CONCRETE PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS SHALL HAVE 4. ALL FLOOR AND CEILING STRUCTURAL MEMBERS HAVE BEEN DESIGNED TO ALLOW A MAXIMUM DEFLECTION OF L/3(00. ALL 5. PROVIDE DOUBLE FRAMINO UNDER ALL POSTS & PARALLEL PARTITIONS. AN Fc = 3500 P6-1- MIN. AT 25 DAY TEST, WITH 5-7% AIR ENTRAINMENT- ROOF RAFTERS HAVE BEEN DESIGNED TO ALLOW A MAXIMUM DEFLECTION OF L/180. ALL EXTERIOR WALLS HAVE BEEN 5. ALL EXTERIOR WALLS, FOOTINGS, COLUMN FOOTINGS, ETC, SHALL BEAR ON UNDISTURBED VIRGIN SOIL HAVING A MIN. DESIONED TO ALLOW A MAXIMUM DEFLECTION OF 1`112-40.x}0. G ALL FLUSH WOOD CONNECTIONS TO BE FASTENED WITH RATED METAL CONNECTORS BY 6IMP60N STRONG TIE (OR EQUAL). . BEARINO CAPACITY OF 2 TONS PER SQ- FT. 5. ALL FLUSH HEADERS TO HAVE JOIST HANGERS FASTENED AT CONNECTION5 OF HEADERS AND JOIST FRAMING. T INTERIOR HEADERS TO BE (2) 2"'x8" TYPICAL UNLESS NOTED OTHERWISE. 6. NO CONCRETE. SHALL BE PLACED ON FROZEN GROUND, CON(RETEPLACED IN WINTER TO BE PROTECTED IN ACCORDANCE (o. LVL BEAMS AND HEADERS SHALL BE 2-OE G-P LAM LVL BY OEORGIA PACIFIC, OR APPROVED EQUAL WITH AN ALLOWABLE 8. EXTERIOR Ist. & 2nd. FL HEADERS AT WINDOWS & DOORS TO BE (2) 2"x12" TYP. UNLESS NOTED OTHERWISE. WITH STANDARD CONSTRUCTION PRACTICES. BENDING DESIGN STRESS OF 2900 PSI, SHEAR STRESS OF 285 PSI, AND MOD. OF ELAST. OF 2-0 x 10 PSI. A R C H I T E C T S 9- REFER TO W.F.C.M_ 2015 NAILING SCHEDULES AND TABLES ON DRAWING SHEET 62.2. 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 7. PSL BEAMS AND HEADERS SHALL BE Z.OE PARALLAM PSL AS MANUFAGTUP.ED BY (TRUS JOIST) WEYERHAEUSER OR APPROVED EQUAL WITH AN ALLOWABLE BENDING PESION STRESS Oil 2500 PSI, SHEAR STRESS OF 290 PSI, AND MOD. P. 631.689.8451 1 P. 631.689.8459 1 timm,.wfcaia.com OF ELAST. OF 2.0 x 10 PSI. -vERED SIN �I-I NOTE: 8. ALL STRUCTURAL STEEL SHALL BE ASTM A992 GRADE 50 AND CONFORM TO THE RECOMMENDATIONS OF THE AMERICAN WIND 9W NOTES: Glc' INSTITUTE OF STEEL CONSTRUCTION (AISC). Q� P\'�yANDc,?,y�9 NOTE TO GENERAL CONTRACTOR. COORDINATE MANUF, STYLE, FINISH, COLOR, ETC- OF ALL FIXTURES, PLUMBING, EQUIPMENT, 9. -ALL STRUCTURAL FIELD CONNECTIONS SHALL USE ' x14" DIA. HIGH-STRENG-H BOLTS, SET IN 13116" DIA. HOLES, I- ALL WINDOWS ARE EXISTING TO REMAIN. * z 0 0 MILLWORK., HARDWARE, LAMINATE, FLOORING, WALL COVERINOS, PAINT, TILE, ETC. WITH OWNER PRIOR TO SUBMITTING BID. CONFORMINO TO ASTM A-325 SPECIFICATIONS. BOLT SPACING FOR COMPOSITE BEAMS SHALL BE 1'-0"" O.G. STAGGERED, - 1 2" FROM TOP AND BOTTOM FOR ENTIRE LENGTH OF BEAM- 2. NO EXTERIOR WORK PROPOSED. -A / 7 0 s 10. SHEAR HOLD-DOWN CONNECTORS SHALL BE PROVIDED AT ALL OPENIN05 AND CORNERS. ALL SHEAR HOLD-DOWNS SHALL I. ALL NEW FIRST FLOOR SPACES EXCEPT FOR THE BATHROOM SHALL RECEIVE (1) LAYER OF 1/2" GYP. BD. WITH (1) GOAT OF BE MANUFACTURED BY SIMPSON STRONG TIE. SEE DETAILS ON SHEET A-7.1. SEE FLOOR PLAN FOR LOCATIONS- N PRIMER AND (2) GOATS MIN. OF INTERIOR LATEX PAINT BY BENJAMIN MOORS OR APPROVED EQUAL. THE LAUNDRY CLOSET (L.C.), 11 DIMENSIONS ON FLOOR PLANS LABELED WITH SUFFIX "SW" ARE TO BE FIELD CONSTRUCTED TYPE I SHEAR WALLS IN IF APPLICABLE, SHALL RECEIVE WATER RESISTANT GYP. BD. ON ALL WALL SURFACES- DOLOR TO BE COORDINATED WITH ACCORDANCE WITH WFGM 2015 CONSULTANT: OWNER. 2. THE BATHROOMS SHALL RECEIVE (1) LAYER OF 1/2" WATER RESISTANT ANTI-MICROBIAL GYP- BD. ON ALL WALL SURFACES 12- ENOINEERED FLOOR AND GEILINO JOISTS SPECIFIED ON THESE DRAWINGS SHALL BE (TJI) (LEVEL AS MANUFACTURED BY EXGEF'T IN THE SHOWER AREA, WHICH SHALL REGI=IVE (I) LAYER OF I/2" '"DUROGK'" CEMENT BOARD. ALL WALL SURFACES WEYERHAEUSER. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROPER INSTALLATION AND SHALL REFER TO THE MANUFACTURERS LATEST LITERATURE FOR INSTALLATION DETAILS AND FRAMINGM PROVIDE ALL NECESSARY LOCKING AND SHALL. THEN RECEIVE CERAMIC TILE-, STYLE AND COLOR TO BE COORDINATED WITH OWNER. SQAUSH BLOCKS PER THE MANUFACTURERS LITERATURE. 3. ALL CEILING SURFACES SHALL RECEIVE (1) LAYER OF I/2" GYP. BD. W/ (1) GOAT OF PRIMER, AND (2) GOATS OF BENJAMIN MOORE INTERIOR LATEX PAINT. COLOR TO BE SELECTED BY OWNER. 4, THE f5ATHROOMS, MLP ROOM AND KITCHEN SHALL RECEIVE MUDSET PORCELAIN/GERAMIG FLOOR TILE OVER (1) LAYER OF "HARP IBAGKER AND 3/.A" PLYWOOD SUBFLOOR. COORDINATE STYLE AND COLOR OF TILE, AND TYPE OF WALL BASE, WITH OWNER. PROVIDE A WATERPROOF MEMBRANE SYSTEM IN SHOWER AREA IN ACCORDANCE WITH THE TILE COUNCIL OF NORTH AMER GA (T-CNA) LATEST ED.. No, DATE SUBMISSION 5. INSTALL NEW WINDOW CASINGS, EXTENSION JAMBS AND STOOLS AT ALL WINDOW LOCATIONS. PATCH AND REFINISH GYP. BD. PLUM�)INa NOTES: 0 11/06/18 j ISSUED FOR FILING. TO MATCH EXISTING IN ALL AREAS AFFECTED BY CONSTRUCTION. _ . ...._.._......._........._.........__......_...._._......_....... _... I. ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED PLUMBER, AND SHALL BE PERFORMED IN ACCORDANCE WITH IN ACCORDANCE WITH THE 2016 NEW YORK STATE UNIFORM PLUMBING GORE 2015 INTERNATIONAL RESIDENTIAL GODS �. BATHf�00M VANITIES AND KITCHEN CABINETS SHALL BE 3/x!"" PLYWOOD CONSTRUCTION. WITH SOFT GLOSS FULL EXTENSION AND ALL APPLICABLE RE UIREMENTS GOVERNING. / DRAWER SLIDES AND CABINET DOOR HINGES BY GLUM OR EQUAL. CONTRACTOR TO COORDINATE DOOR AND DRAWER PULL Q HARDWARE STYLE AND COLOR WITH OWNER. ._..____--_--_._.__-.._ .....----.-__--------------------__.-_-- 2. ALL PLUMBINO FIXTURES SHALL BE AS SELECTED BY OWNER. ......................... ............................................................... 7. ALL COUNTERTOPS TO BE SOLID SURFACE, GRANITE OR QUARTZ AS SELECTED BY OWNER. 1 3. PROVIDE AND INSTALL ALL PIPING, FIXTURES, FITTINGS, VENTING, TRAPS, ETC. AS REQUIRED FOR PROPER INSTALLATION _._-_..___..__._____._.............._...._r....__._..._..___._._-_...__...__....__....-_-.._......_..__.._.._._____...._...... ._ OF THE WORK . AS SHOWN ON THE DRAWINGS 8. BR ATHOOM SINKS SHALL BE WHITE, UNDER COUNTER 20"" X 16" X 7 DEEP RECTANOULAR OR OVAL BY KOHLER OR EQUAL, - -- - --- ------ -------- - - -------- ----- UNLESS OTHERWISE SELECTED BY OWNER. COORDINATE FINAL SELECTION WITH OWNER. x}. HOT AND GOLD WATER PIPING SHALL BE TYPE 'L' RIGID COPPER WITH WROUGHT COPPER FITTINGS 95-5 SOLDERED. SUPPLY LINES TO BE TYPICALLY I/2 OR AS REQUIRED. 9. FAUCETS AND SHOWER BODIES/CONTROLS SHALL BE SELECTED BY OWNER. _....__.___._._ 5. SOIL, WASTE, AND VENT PIPING TO BE SCHEDULE 40 P.V.G., IN ACCORDANCE WITH APPLICABLE GORES AND REGULATIONS. 10. MILLWORK CONTTRAGTOR SHALL BE RESPONSIBLE FOR VERIFYINO IN FIELD ALL VANITY AND CABINET LOCATIONS AND DIMENSIONS PRIOR TO FABRICATION. /v. PROVIDE 2" FREEZE PROOF HOSE BIBBS IN LOCATIONS AS INDICATED. NO. DATE 1 REVISION 1i. ALL BEDROOM CLOSETS SHALL BE FIT OUT AS PER OWNER. PROVIDE WHITE MELAMINE HAT SHELF WITH FINISHES EDOES, 7. PROVIDE AUTOMATIC, SHUT-OFF VALVES AT WASHING MACHINE HOT & GOLD WATER SUPPLY. DONT. CLOSET POLES, AND ALL HARDWARE FOR A COMPLETE INSTALLATION. KEY PLAN: Deep Mope cPeeK 12- LINEN CLOSETS SHALL BE FIT OUT AS PER OWNER. PROVIDE A MIN. OF (5) 22 INCH DEEP WHITE MELAMINE SHELVES WITH 8. PROVIDE SCALD VALVES HOT WATER SUPPLY. FINISHES EDOES. AREA OF WORK 13. PROVIDE AND INSTALL ALL BATHROOM ACCESSORIES, TOWEL BARS, ROBE HOOKS, ETC, FOR A COMPLETE INSTALLATION. CONTRACTOR SHALL COORDINATE WITH THE OWNER, MANUF STYLE, FINISH, ETC. WITH OWNER. PROVIDE 2X WOOD BLOCKINO IN ELEGTRIOAL NOTES: WALL AT ALL LOCATIONS. s 1 4j O 1. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICIAN, AND SHALL BE PERFORMED IN ACCORDANCE WITH ALL LAWS APPLYING TO ELECTRICAL INSTALLATIONS IN EFFECT IN THE TOWN OF SOUTHOLD AND WITH ALL CURRENT REGULATIONS OF THE NATIONAL ELECTRIC GORE (N.E.C.) AS MANDATED BY THE NEW YORK STATE BUILDING GORE / UNIFORM FIRE PREVENTION AND BUILDING GODS AND N.F.P.A. REQIIREMENTS. t Af��)REVIAT-IONs: (EX DENOTES EXISTINO) 2. THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION AND QUANTITY OF ALL RECEPTACLES, SWITCHES, LIGHT � AIC AIR CONDITIONIN6 EXH EXHAUST 01 OVERHEAD FIXTURES, TELEPHONE, DATA/GABLE JACKS, ROUTERS, ETC. WITH OWNER. ADJ ADJACENT EXIST EXISTING OPNG OPENING 2xA"' or 2°x6" WD. FRAMING @ IG° O.G. 1 AFF ABOVE FINISH FLOOR EXT EXTERIOR OPP OPPOSITE T W/ I/2" GYP M. BOTH SIDES TYP. (U.O.N) A 2 ELEVATION � ALT ALTERNATE FD FLOOR DRAIN PC POURED CONCRETE . ALUM ALUMINUM FDN FOUNDATION PL PLATE P 1NT CR� ARH ARCHITELT (URAL.-) FE FIRE EXTINGUISHER PLAM PLASTID LAMINATE ENERGY GORE NOTE: �' .w. 'SO...__.....a"'� 44"" or VV' INTERIOR LOAD BEARING WALL (LBW.) SUP tpN ARF AB()/E RAISED FLOOR FIN FIN15H (ED) PNL PANEL. W/ 1/2" GYP. T. BOTH SIDES TYP. (UO.N) 1 Bp BOARD FIXT FIXTURE PTN PARTITIONDETAIL FLR I. TO THE BEST OF THE ARCHITECTS KNOWLEDGE, BELIEF AND PROFE5510i\AL JUDGEMENT, THESE PLANS ARE IN A 2 BFF BELOW FINISHED FLOOR FLOOR I(NG) R RISER COMPLIANCE WITH THE N.Ys. CONSERVATION GORE AND THE UNIFORM FIRE PREVENTION AND BUILDING CODE. BLDG BUILDING FP FIREPROOF RAD RAPIN FPSC FIREPROOF SELF-CLOSING RD ROOF DRAINBRICK VENEER BLK BLOCK FT FEET REF REFERENCE 2. PROVIDE AND INSTALL FORMALDEHYDE-FREE HIGH DENSITY KRAFT FACED FIBER GLASS BATT INSULATION BY JOHNS BO BOTTOM OF FTG FOOTING REINF REINFORCED MANVILLE TO ACHIEVE AN R-15 VALUE FOR 3-1/2" EXTERIOR WALL FRAMING, R-19 FOR 5-1/2" EXTERIOR WALL FRAMING, BRC, HEARING AND R-30 IN CEILING ASSEMBLIES TO ATTICS SPACES, AND IN SPACES AS INDICATED ON PLANS. 1 CB GATGH BASIN OA GAGE, GAUGE RM ROOM GROSS SECTION GI CAST IRON GC GENERAL CONTRACTOR RO ROUGH OPENING u , CONCRETE MASONRY UNIT (CMU) A 2 GL CENTER LINE off GROUND FALLT INTERRUPT S SOUTH GLC, 0I-IN6 GL CLASS, GLAZING SCWD SOLID GORE WOOD DOOR CLR GLE:AR (AN(/E) OWB GYPSUM WALL HOARD SF SQUARE FOOT CMU CONCRETE MASONRY UNI" HC HOLLOW GORE SIM 61MILAR DEMOLITION NOTES: EX16TINO WALL CNTR COUNTER HDR HEADER SPEC SPECIFICATION © WD POST COL 601._UMN HDW HARDWARE SQ SgJARE 4"X.4" (U-0-N.) GONG GOPJGRETE HGT HEIGHT STL STEEL I. DASHED LINES REPRESENT EXISTING WALLS, DOORS AND WINDOWS THAT ARE TO BE REMOVED IN THEIR ENTIRETY. GT GERAMIG TILE HP HIGH POINT eTL SUSPENDED REPAIR ADJACENT WALLS, CEILING, FLOOR, ETC., WHICH ARE TO REMAIN, TO MATCH EXISTINO. REROUTE OR REMOVE , , EXISTING WALL TO BE PATCHED EXISTING ELECTRIC AND/OR PLUMBING AND ASSOCIATED CONTROL DEVICES AS REQUIRED. VERIFY DIRECTION OF ALL GTR CENTER HTO HEATING T TREAD ADJACENT FRAMING, AND PROVIDE TEMPORARY SHORING AND 15RA6I1\16 AS REQUIRED. SEE FLOOR PLAN AND SECTION FOR HOSE BIB MAC D O N A LD RESIDENCE DEMO DEMOLITION HVAC HEATING VENTILATION THK THICK (NESS) NEW STRUCTURAL INFORMATION. DEPT DEPARTMENT & AIR CONDITIONING T.O. TOP OF ---------- --_ EXISTING WALL TO BE REMOVED DF DRINKING FOUNTAIN IG 160LATEP GROUND T.0.5 TOP OF STEEL 2. THE ARCHITECT AND / OR HIS CONSULTANTS DO NOT IMPLY, NOR DO THEY ASSUME RESPONSIBILITY FOR, THE METHOD DIA DIAMETER IN INCH TYP TYPICAL OF DEMOLITION AND CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR PROVIDINO AND INSTALLING ALL NECESSARY DIAO DIAGONAL INSUL INSULATION UON UNLESS OTHERWISE NOTED TEMPORARY SHORINO, AND PROTECTION, REQUIRED FOR PROTECTING THE INTEORITY OF THE STRUCTURE, AND INSURING WI NEW WINDOW 855 LUPTON'S POINT ROAD DIM DIM=NSION LAM LAMINATE(D) VCT VINYL COMPOSITE TILE THE SAFETY OF IT'S OCCUPANTS, SLOPE DN DOWN LAV LAVATORY VIF VERIFY IN FIELD ROOF SLOPE MATTITUCK, NY DP DAMP PROOFING LP LOW POINT VWC VINYL WALL COVERING PR) DOOR MAX pS DOWNSPOUT MECH MECHAN GAL W WEST PARTITION TYPE WALL �ASE PTL DETAIL MFR(D) MANUFACTURE (R) (D) W� WATER CTITLE:LOSET SLIDING CESS DOOR DWO DRAWING MIN MINIMUv1 WD WOOD DWR DRAWER MIR MIRROR WM WIRE MESH E EAST MD MASONRY OPENING W/O WITHOUT SHEAR WALL HOLD DOWN. NOTES AND SYMBOLS EA EACH MTL METAL WP WATERPROOFING ELEC ELfLTRIG (AL) N NORTH ELEV ELEVATION NIG NOT IN CONTRACT WWM WELDED WIRE MESH EXISTING DOOR SEE FLOOR LAN FOR LOCATION. ENOL EN61_05E (ENCLOSURE) NOM NOMINAL WWF WELDED WIRE FABRIC DATE: 11/06/18 ETREXISTING TO REMAIN NT6 NOT TO SGAL ......__................... .... _........ . .................._........................ ............._...................................__................................ PROJECT NO: EQ EQUAL OA OVERALL 50 CFM EXHAUST FAN EW EACH WAY OG ON CENTER DRAWN BY: PG ... .................... ........_....._................................. ........ CHECKED BY: -----------_.-...__........_...__.._....._..........------ NM NEW DOOR SCALE: AS NOTED .......................................... ... . .............. ................................_........ SMOKE DETECTOR DRAWING NO: \� 9 EXISTING DOOR TO BE REMOVED CARBON MONOXIDE 01 - DETECTOR 2016 NEW YORK STATE UNIFORM CODE / 2015 INTERNATIONAL RESIDENTIAL CODE NOTES : LL AVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET 24"MINIMUM R305.1 MINIMUM HEIGHT. HABITABLE ROOMS, HALLWAYS, CORRIDORS, BATHROOMS,TOILET ROOMS, LAUNDRY ROOMS AND BASEMENTS SHALL R310.1.1 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHA H C G SQ M UM R314 SMOKE DETECTION AND NOTIFICATION.ALL SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND INSTALLED IN HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET.THE REQUIRED HEIGHT SHALL BE MEASURED FROM THE FINISH FLOOR TO THE LOWEST CLEAR OPENING HEIGHT,20"MINIMUM CLEAR OPENING WIDTH,44"MAX STILL HEIGHT. ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND UL 2034. ;;;;: PROJECTION FROM THE CEILING. R310.2 WINDOW WELLS.THE MINIMUM HORIZONTAL AREA OF THE WINDOW WELL SHALL BE 9 SQUARE FEET(0.9 M2),WITH A MINIMUM EACH INCHES WIDTH HORIZONTAL PROJECTION AND WIDOF 36 I914 MM .THE AREA OF THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND HARD WIRED SMOKE ALARMS WITH BATTERY BACKUPS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 1. SLEEPING EXCEPTIONS: ( C ROOM 2. 1. BEAMS AND GIRDERS SPACED NOT LESS THAN 4 FEET ON CENTER MAY PROJECT NOT MORE THAN 6 INCHES BELOW THE REQUIRED CEILING RESCUE OPENING TO BE FULLY OPENED. OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS,3.ON EACH ADDITIONAL STORY OF THE DWELLING, ` , ? ; .>:: : INCLUDING BASEMENTS AND HABITABLE ATTICS. <<;::.< wvrr . HEIGHT. <$:v: WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES (1118 MM) SHALL BE R302.5 OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED.OTHER EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS IN ACCORDANCE WITH THE CODE. WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH 20 MINUTE FIRE-PROTECTION-RATED ASSEMBLIES EQUIPPED WITH INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. SELF-CLOSING DEVICES. R311.7 STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES ON EITHER SIDE OF THE STAIRWAY AND THE R315 CARBON MONOXIDE ALARMS.ALL CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 2034 AND INSTALLED IN MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL NOT BE LESS ACCORDANCE WITH UL 2034 AND UL 217.COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE R302.6 SEPARATION REQUIRED.THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY HORIZONTAL OR VERTICAL THAN 31.5 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 MM) WHERE HANDRAILS ARE PROVIDED ON WITH UL 217 AND UL 2034. SEPARATIONS CONFORMING TO SECTION R302.6. BOTH SIDES. CARBON MONOXIDE ALARMS IN DWELLING UNITS SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE FROM THE RESIDENCE AND ATTICS: PARTITIONS USED TO SEPARATE AN ATTACHED GARAGE FROM A RESIDENCE OR ATTIC SHALL HAVE NOT LESS THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN 6 FEET 8 INCHES MEASURED FROM THE TREAD NOSING. VICINITY OF THE BEDROOMS.WHERE A FUEL BURNING APPLIANCE IS LOCATED WITHIN A BEDROOM OR ITS ATTACHED BATHROOM,A A R (; H I T E C T S THAN (1) LAYER OF 1/2"GYP. BD.APPLIED TO THE GARAGE SIDE. CARBON MONOXIDE ALARM SHALL BE INSTALLED WITHIN THE BEDROOM. THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4"AND THE MINIMUM TREAD DEPTH SHALL BE 10"IN CONFORMANCE WITH R314.2.MINIMUM 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 VERTICAL SEPARATIONS:WHERE PARTITIONS ARE USED TO SEPARATE AN ATTACHED GARAGE FROM A HABITABLE SPACE ABOVE A GARAGE, HEADROOM 6'-8'.ALL STAIRS SHALL BE PROVIDED WITH ILLUMINATION IN ACCORDANCE WITH SECTION R311.5.3. ENCLOSED ACCESSIBLE CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A P. 631.6£9.8450 1 F. 631.689.8459 1 .vww.wfcaia.coni THE ASSEMBLY SHALL HAVE NOT LESS THAN (1) LAYER OF 5/8"TYPE"X"GYP.BD.APPLIED TO THE GARAGE SIDE. SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH COMMERCIAL POWER SOURCE,AND WHERE PRIMARY POWER IS INTERRUPTED,SHALL RECEIVE POWER FROM A BATTERY. _ GYPSUM BOARD. R302.9 WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT GREATER THAN 200.WALL AND CEILING FINISHES R807.1 ATTIC ACCESS. BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC SHALL HAVE A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. FINAL,INSTALLED STAIRWAYS, HANDRAILS, GUARDS SHALL BE INSTALLED IN FULL CONFORMANCE WITH THEIR RESPECTIVE CODE SECTIONS. AREAS THAT EXCEED 30 SQUARE FEET AND HAVE A VERTICAL HEIGHT OF 30 INCHES OR MORE.THE ROUGH-FRAMED OPENING SHALL NOT \S.�ERED ARC' ARCHITECT IS NOT RESPONSIBLE FOR THESE INSTALLATIONS BE LESS THAN 22 INCHES BY 30 INCHES AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION.A 30-INCH R308 GLAZING AT HAZARDOUS LOCATIONS SHALL HAVE GLAZING PROTECTION IN CONFORMANCE WITH R308.IN GENERAL, GLAZING IN ALL MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT SOME POINT ABOVE THE ACCESS OPENING.SEE DOORS AND FIXED SIDE PANELS, GLAZING LESS THAN 60"ABOVE SURFACES OF WHIRLPOOLS, BATHTUBS,SHOWERS,ETC.,GLAZING IN AN R311.5.6 HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE SECTION M1305.1.3 FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTICS. * z a INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24"ARC OF THE DOOR AND RISERS. I WHOSE BOTTOM EDGE IS LESS THAN 60"ABOVE THE FLOOR OR WALKING SURFACE,GLAZING OVER 9 SQUARE FEET,GLAZING LESS THAN 18" R808.1 COMBUSTIBLE INSULATION SHALL BE SEPARATED A MINIMUM OF 3 INCHES FROM RECESSED LIGHTING LUMINAIRES, FAN MOTORS, N� ABOVE THE FLOOR, GLAZING WITH TOP EDGE MORE THAN 36"ABOVE THE FLOOR,GLAZING WITH ONE OR MORE WALKING SURFACES WITHIN HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, AND OTHER HEAT-PRODUCING DEVICES OR SEPARATED IN ACCORDANCE WITH THE CONDITIONS STIPULATED IN THE FIXTURES LISTING. 0 1 36"HORIZONTALLY OF THE GLAZING,GLAZING ADJACENT TO STAIRWAYS/LANDINGS, ETC..SEE COMPLETE TEXT OF R308.4.GLAZING FOR SHALL BE NOT LESS THAN 34 RECESSED LIGHTING INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL MEET THE REQUIREMENTS OF SECTION N1101.3. 4 SPECIFICS ON LOCATIONS AND EXCEPTIONS. INCHES. R1001 MASONRY CHIMNEYS SHALL BE CONSTRUCTED,ANCHORED,SUPPORTED,AND REINFORCED AS REQUIRED IN THIS CHAPTER OF THE F N """"�- - -- -- ----� R308.6 SKYLIGHTS AND SLOPED GLAZING SHALL COMPLY WITH THIS SECTION AND HAVE FULLY TEMPERED GLAZING. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF BUILDING CODE AND THE APPLICABLE PROVISIONS OF CHAPTERS 3,4,AND 6 WITH APPLICABLE CLEARANCES TO COMBUSTIBLES AND CONSULTA THE FLIGHT TO A POINT FIRESTOPPING. EXCEPTION:IN LIEU OF PROVIDING PARTITIONS THAT HAVE A 3/4-HOUR FIRE-RESISTANCE RATING,ONE LAYER OF 5/8 INCH THICK,TYPE-X, DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY GYPSUM BOARD MAY BE INSTALLED ON THE GARAGE SIDE AND ONE LAYER OF 1/2 INCH TYPE X,GYPSUM BOARD MAY BE INSTALLED ON THE TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2 INCH BETWEEN THE WALL AND THE HANDRAILS. R1004 FACTORY BUILT FIREPLACES SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE RESIDENTIAL CODE OPPOSITE SIDE.APPLICATION SHALL BE IN ACCORDANCE WITH SECTION R702.3. OF NEW YORK STATE. FACTORY BUILT FIREPLACES SHALL BE TESTED IN ACCORDANCE WITH UL 127. ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE TYPES PERMITTED BY THE CODE OR PROVIDE EQUIVALENT GRASPABILITY IN ACCORDANCE R309.2.2 HORIZONTAL SEPARATIONS. WHERE HORIZONTAL CONSTRUCTION IS USED TO SEPARATE THE GARAGE FROM THE LIVING SPACE OR ITS WITH R311.5.6.3. R1005 FACTORY BUILT CHIMNEYS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED AND TERMINATED IN ACCORDANCE WITH THE ATTIC,SUCH CONSTRUCTION SHALL BE PROTECTED WITH ONE LAYER OF 5/8 INCH THICK TYPE X, GYPSUM BOARD,INSTALLED IN ACCORDANCE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE RESIDENTIAL CODE OF NEW YORK STATE. WITH THE REQUIREMENTS OF SECTION R805.1.OPENINGS IN HORIZONTAL SEPARATIONS SHALL NOT BE PERMITTED EXCEPT WHERE THE RESIDENCE R312.1 GUARDS.PORCHES, BALCONIES, RAMPS OR RAISED FLOOR SURFACES LOCATED MORE THAN 30 INCHES (762 MM) ABOVE THE FLOOR IS OTHERWISE PROTECTED BY VERTICAL SEPARATIONS.WHERE THE HORIZONTAL SEPARATION IS A FLOOR-CEILING ASSEMBLY,THE STRUCTURE OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE SUPPORTING THE:SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 5/8 INCH TYPE X GYPSUM BOARD OR EQUIVALENT. THAN 30 INCHES (762 MM) ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 INCHES (864 MM) IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS. (SECOND STORY GUARDS ARE RECOMMENDED TO BE HIGHER.) GARAGE FLOOR SURFACES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO DRAIN TOWARD THE MAIN VEHICLE ENTRY ALLOW . DEFLECTIONS O F S T R U C T. MEMBERS DOORWAY. REQUIRED GUARDS ON SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4 INCHES OR MORE IN DIAMETER. TABLE R301 .7 NO. DATE I SUBMISSION R310.1 EMERGENCY ESCAPE AND RESCUE REQUIRED. BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE AT ONE LEAST ONE OPERABLE EMERGENCY AND RESCUE OPENING.SUCH OPENING SHALL OPEN DIRECTLY INTO A PUBLIC STREET, PUBLIC ALLEY,YARD STRUCTURAL MEMBER ALLOW. DEFLECTION 0 11/06/18 ISSUED FOR FILING. OR COURT.WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, EMERGENCY EGRESS AND RESCUE OPENINGS SHALL BE REQUIRED IN EACH SLEEPING ROOM, BUT SHALL NOT BE REQUIRED IN ADJOINING AREAS OF THE BASEMENT.WHERE EMERGENCY ESCAPE AND RESCUE RAFTERS HAVING SLOPES GREATER THAN 3/12 W/NO L/180 j OPENINGS ARE PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR.WHERE A DOOR OPENING FINISHED CEILING ATTACHED TO RAFTERS -- . . HAVING A THRESHOLD BELOW THE ADJACENT GROUND ELEVATION SERVES AS AN EMERGENCY ESCAPE AND RESCUE OPENING AND IS ..._...................._._.............-..-.......... __..._.... ._____-._-._.____. PROVIDED WITH A BULKHEAD ENCLOSURE,THE BULKHEAD ENCLOSURE SHALL COMPLY WITH SECTION R310.3.REFER TO THE COMPLETE INTERIORWALLS AND PARTITIONS H/180 .............i. .................. ........_................._..............._........_...._..._..._............_........................._.... BUILDING CODE FOR MORE INFORMATION. _......_.._.._.._....._ ..._....._.........._......__....-__'..----.......___..___._.._................--.---..___..__._..----____-- ROOF 3" VTR ROOF FLOORS L/360 _ ,.. . . _..._............. ............ ............_........ _ _ _ _._ -.I L__ _.__ .. TA3LE X1113 CEILINGS WITH BRITTLE FINISHES L/360 s31= OF GOMi)INAT-ION v/A5TE AND VENT PIPE CEILINGS WITH FLEXIBLE FINISHES L/240 ATT IG A IG MAXIMUM N1v13ER OF FIXTRUNIT _ ..............._. __.... _.................. _ ._......_.............................._......... ..... ....._........._ ALL OTHER STRUCTURAL MEMBERS L/240 . ....... DIAMETER OF (d.f.u) _.... I PIPET _-3" ...._......................................._................._............ ......._..............................................._........................... GaM/,TINO TO A5 IZO7 rk pR/W,h�OR OONW&TI,rOJA WILR I DRAIN OR _- I I EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 , EXTERIOR WALLS-WIND LOADS WITH 6THER BRITTLE FINISHES H/240 NO. DATE ( REVISION 2 3 2 2" 2"' 2' I 2" 2" EXTERIOR WALLS-WIND LOADS WITH LEXIBLE FINISHES H/120 RENOVATED KEY PLAN: DEEP HOLE CREEK (o 2/o RENOVATED MA!STER NEW f5ATIIROOM I f5ATHROOM I NEW LINTELS SUPPORTING MASONRY VENEA WALLS L/600 LAV. LAV. NOTE: 3 12 31 L=SPAN LENGTH, H=SPAN HEIGHT. AREA OF WORK A.THE WIND SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF ➢" . A 20 50 NEW DETERMINING DEFLECTION LIMITS HEREIN. ; y I2 St1WR li„ NEW NEW NEW B. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER �h o NOTE: 2ND FLOOR WG TUf5 FD WG 24\9 FLOOR 1. A WIT - - T5 S IN A CORD NGE f1 5 F Z 5 WAST AND VEN F1ALL E G _. MAT IAL O DRAIN E 13 ._.-- _.... ........ ..._.. ..._....._..._..............._._....._. . ......... .........._................ TABLE P3002.1 AND P5111-5 OE THE RESIDENTIAL GODS OF N.Y S. 2^ DESIGN LOADS PER SECTION13 2. GONTRAGTOR TO PROVIDE PLUSH, TAPED IN, AGGESS PANELS AT ALL GLEAN 3 2 I 2„ 3 R301 .5 OUT LOCATIONS. 3. VERIFY e=e OF EXISTING PLUMf3N6, AND REPORT DI66REPAN6IE5 TO LIVE DEAD ARGf11TEGT. 3 3 O 3., 30 10 ROOF SNOW LOAD: _ 3-- PER 7:12 PITCH 40 10 BALCONIES/DECKS/PORCHES _ fzo F2"' 2" I 2" RENOVATED 2" 40 10 ROOMS OTHER THAN SLEEPING ROOMS RENOVATED I 2'" KITCHEN MUD ROOM I I 30 10 SLEEPING ROOMS R,AO D q" NEW ISLA+ NEW 20 10 ATTICS WITH STORAGE NEW WASHER BATTHRHROOM I NEW 2" SINK KITCHEN LAV SINK 10 10 ATTICS WITHOUT STORAGE 2" 30 10 HABITABLE ATTICS SERVED WITH FIXED STAIRS NEW L„ W NEW SHWR 12 2 G O 2 NEW 40 10 FIRE ESCAPES IST. FLOOR FD D.W. IST FLOOR G � � 200 0 GUARDS AND HANDRAILS _ __ _ l __ ......._ -- _........... __ _ 2„ 50 0 GUARD INFILL COMPONENTS wm EXIST. 2„ LAV 50 50 PASSENGER VEHICLE GARAGES 3„ 3„ 40 10 STAIRS MACDONALD RESIDENCE EXISTING GENERAL CODE REFERENCES G.O. G.O. LAV 855 LUPTON'S POINT ROAD PLUMBING RISER D I A G f��T��1C� TIE INTO - - EXIST 1.WHERE APPLICABLE,THE MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 12-24 OF THE 2015 INTERNATIONAL D SANITARY EXISTING EXIST .4" G-0. RESIDENTIAL CODE. MATTITUCK, NY 1 HOUSE 2.WHERE APPLICABLE,THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 25-33 OF THE 2015 INTERNATIONAL N.T.S. TRAP BASEMENT BASEMENT RESIDENTIAL CODE. TITLE: 3. ELECTRICAL EQUIPMENT AND WIRING SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 34-41 OF THE 2015 INTERNATIONAL CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA INSULATION SCHEDULE RESIDENTIAL CODE. BUILDING CODE REFERENCES 4. EXTERIOR WINDOWS,GLASS DOORS AND GLAZING SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R609.3 AND 308.6.9. AND PLUMBING RISER R301 .2( 1 ) (SUFFOLK COUNTY) TYPE LOCATION THICKNESS R-VALUE 5. IN ALL FRAMED WALLS, FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE,A MOISTURE VAPOR EXPANDED EXTERIOR WALL - RETARDER INCH 2 ...................... RETARDER SHALL BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ACCORDANCE WITH SECTION R318. DATE: 11/06/18 .... . WIND DESIGN SUBJECT TO DAMAGE FROM POLYSTYRENE EPS CONTINUOUS ..............._..... ._............ ........_......................... ..........._..._._......................_.............................................._........... GROUND SEISMIC WINTER ICE BARRIER AIR MEAN 6.WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT GREATER THAN 200 WITH A SMOKE-DEVELOPED PROJECT NO: FLOODHAZARDS --------._.._..._._.__..........._._.. -------- -----........_.....__..._....__............. SNOW SPEED TOPOGRAPHIC SPECIAL WIND-BORNE DESIGN WEATHERING FROST LINE TERMITE DESIGN UNDERLAYMENT FREEZING ANNUAL KRAFT FACED BATTS 2X12 ROOF 12 INCH 38 INDEX OF NOT GREATER THAN 4501N ACCORDANCE WITH SECTION R315. DRAWN BY: PG ............................._..._........._......_.._................. INDEX TEMP. RAFTERS _..........................................._. LOAD (MPH) EFFECTS WIND REGION DEBRIS ZONE CATEGORY DEPTH TEMP REQUIRED M PANEL/ 7.INSULATION SHALL HAVE A FLAME-SPREAD INDEX OF NOT GREATER THAN 25 WITH A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN CHECKED BY: NM MODERATE TO NO - ZONE 'X' KRAFT FACED BATTS 2X8 ROOF 5 112 INCH 21 450 IN ACCORDANCE WITH SECTION RR316. - ZOps f 130 ULT. NO NO NO SEVERE 3 FEET HEAVY 10.E YES 36103G0�}82t1 / 9/x/18 X52/YES 527 RAFTERS SCALE: AS NOTED 2X10CEILING ..............................._........................_.. ........._........... . .._........................._............._.__......._.._._. NOTES: KRAFT FACED BATTS JOISTS 10 INCH 30 8.INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R702.3 AND EXTERIOR WALL COVERING SHALL BE IN DRAWING NO: 1.SUBJECT PROPERTY IS NOT LOCATED WITHIN A FLOOD HAZARD AREA. ACCORDANCE WITH SECTION R703.4. 2.SUBJECT PROPERTY IS LOCATED WITHIN A WINBORNE DEBRIS REGION. ROOFING SHINGLE FASTENING SHALL CONFORM TO HIGH WIND KRAFT FACED BATTS TJI FLOOR JOISTS 12 INCH 38 ZONE REQUIREMENTS.WINDOW OPENINGS SHALL BE PROTECTED IN ACCORDANCE WITH THE WFCM 2015. 9.ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. - KRAFT FACED BATTS EXTERIOR WALL CAVITY 3.5 INCH 15 10.WHERE APPLICABLE,THE FIREPLACE AND CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CHAPTER 10 8, 18 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. DIVISION 1 -GENERAL REQUIREMENTS 8. Beam pockets shall be formed into concrete walls to provide a continuous level flat solid bearing surface 2.Bearing Walls supporting one floor or more: 1. Work performed shall comply with the following: for all beams. a. Partitions must be constructed of minimum 2 x 4 studs spaced 16"o.c.of type lumber specified. a.These general notes unless otherwise noted on plans or specifications. b.If a double top plate of less than 2-2 x 6's or 3-2 x 4's is used,floor joists shall be centered directly over and below bearing wall studs with a b. Building Code as specified on the architectural drawings. DIVISION 6-WOOD tolerance of no more than 1"unless substantiated by engineering calculations. c.All applicable local and state codes,ordinances and regulations. A. Lumber Grade:American Softwood Lumber Standard c.Bearing stud walls must be sheathed with a minimum 1/2"gypsum board fastened according to drywall manufacturer recommendation. d.In areas where the drawings do not address methodically,the contractor shall be bound to perform in strict .,„ x compliance with manufacturer's specifications and/or recommendations. Grading shall comply with DOC PS 20-70 and applicable Western Wood Products Association standards. R.Wood Roof Trusses: 1.Timber trusses shall be designed in accordance with accepted engineering practices.Calculations,joint strength information (allowable 2.On-site verification of all dimensions and conditions shall be the responsibility of the general contractor and his subcontractors 1.All lumber shall be, unless otherwise noted, No.2 grade. Douglas Fir-Larch with the following minimum structural values. load per square inch or per nail,allowable edge distance,allowable end distances) load test data and other information as necessary shall be :;; 4;; ; a. Extreme fiber bendingstress:2 x &WIDER Fb 875 PSI submitted to local authorities for p g type approval prior to fabrication. Each truss shall be secured at bearing with one rafter tie'metal t e anchor at 3. Noted dimensions take precedence over scale. Never scale directly from drawings. Contractor should consult Engineer in case of question. b. Horizontal Shear: Fv =95 PSI each end. `K. c.Compression perpendicular to grain: FcL=625 PSI #: 4.The general notes and typical details apply throughout the job unless otherwise noted or shown. d.Compression parallel to grain: Fc = 1300 PSI 2.Scissor Trusses: Manufacturer to calculate horizontal thrust of trusses subjected to design loads and to include this information with shop e.Modulus of elasticity: E= 1,600,000 PSI drawings. Each truss to be secured at one end with a metal"rafter tie"type anchor and a scissors truss connector,"Simpson"or g Yp P approved 5. Discrepancies: The contractor shall compare and coordinate all drawings,when in the opinion of the contractor, a discrepancy exists he f.Moisture content: 19%maximum equal,at the other end to tie down the truss while permitting the truss to move outward without deflecting the wall. shall promptly notify the Engineer,in writing, before proceeding with the work or he shall be responsible for the same and any indirect results of his action. 2.Other species may be used provided substituted species shall meet or exceed requirements noted above. 3.Truss diagrams and truss layout plan show design intent only. Truss manufacturer shall verify all spans, dimensions, heel heights, pitches, etc. Fabricator must submit two sets of component shop drawings and truss layout plan,each sealed by a professional engineer registered in the 6. Omissions: Architectural drawings and specifications shall be considered as part of the conditions for the work. In the event that certain 3.Moisture content: All lumber 4"and deeper shall have moisture content not greater than 19%, air dried lumber is desired but not necessary. jurisdiction where the construction is taking place, to Engineer prior to fabrication, one for Engineer's records and one to be returned to features of the construction are not fully shown on the drawings,current national,state and local codes,ordinances, regulations or agreements Lumber may be kiln dried, however drying process must be slow and regulated to cause a minimum amount of checking,comparable with air contractor after review. as well as current acceptable building practices shall govern,and their construction shall be of the some character as for similar conditions dried stock. that are shown or noted. 4.Truss shop drawings indicating calculations,loading, load test data,horizontal thrust and any other information required shall be sealed by a A R C H I T E C T S 4.All exterior lumber and lumber in contact with masonry or concrete shall be pressure preservative treated in accordance with AF&PA professional engineer registered in the jurisdiction where construction is taking place and be submitted to building officials prior to fabrication. 7.The Engineer will not be responsible for and will not have control over construction means, methods,techniques,sequences or procedures, standards and stamped"Ground Contact 0.40 lbs/cubic foot". 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 or for safety precautions and programs in connection with the work, and will not be responsible for the failure of the Client or his contractors, 5.Store trusses above grade on wood sticking in such a way to prevent bending,warping or deflection of trusses. subcontractors, or anyone performing any of the work,to carry out the work in accordance with the approved contract documents. 5.Grade stamps shall appear on all lumber. P. 631.689.8450 F. 631.689.8459 �v«�.wfcaia.cc�m 6. Roof Truss Bracing: Install permanent bracing for all wood roof trusses as specified below. Follow all recommendations specified in Bracing 8.Any and all drawings and specifications for sitework,plumbing supply or waste, electrical circuitry, and heating,ventilating,fabricated 6.Store all lumber above grade and protect from exposure to weather. Wood Trusses: Commentary and Recommendations BWT-76 published by the Truss Plate Institute, Inc. IERED q trusses,and air conditioning systems are not a part of the professional services provided to the Client by the Engineer unless included under �\C0 Rc their agreement. Any discrepancies with these documents by any of the above listed services as shown in documents prepared by others B. Flitch Beams: a.Top Chord Plane: Properly installed plywood sheathing with staggered joints and correct nailing should adequately brace the top chord should be indicated in writing to the Engineer immediately. 1. Flitch beams shall have a minimum fb= 15000, E=11.4 with 1/2"bolts located not closer than 2"from the top and bottom edge unless plan. However,when gable end trusses are used, continuous 2 x 4 braces should be installed at a 45"angle to the truss framing. These braces otherwise noted. There shall be a bolt top and bottom 2"from each end (see typical flitch plate bolt pattern detail). should occur at 3 points on each gable end: midspan between roof center-line and wall on each side of center-line and at center line of 9. Prior to application for building permits,the Contractor will furnish the Engineer with two sets of shop drawings of all prefabricated roof. D components, one set to be retained by Engineer,the other set to be returned to contractor after review. Items requiring shop drawings include C.Joist Hangers: LO o but are not limited to roof trusses,floor trusses, stairs, cabinets,vanities, etc. Should the design or configurations of any prefabricated 1.All purlins,joists and beams not framed over supporting members shall be supported b.Web Member Plane: Provide continuous 2 x 4 braces at 45deg angle from the bottom chord of the truss. This brace should cross at least 4 component be modified during construction from previously approved shop drawings,the Engineer shall be furnished, prior adjacent trusses and terminate at the truss ridge. Securely nail this brace to all members it crosses. Install this bracing at all gable or end wall to fabrication,with revised shop drawings incorporating the revision. If the Engineer is not provided with the above information,the client shall 2.Joist hangers shall be prime quality steel which conforms to ASTM-A525, min.22 gauge. Products acceptable conditions and at 14 foot minimum intervals throughout the truss system. N W defend,indemnify, and hold harmless the Engineer from any claim or suite whatsoever,including but not limited to,all payments, expenses or shall be Simpson, Kant-Sag,or equivalent. costs included,arising or alleged to have arisen from prefabricated items. c. Bottom chord plane: provide continuous 2 x 4 braces on top of the bottom chord of all roof trusses. three rows minimum are required CONSULTANT: D. Bolts in Wood Framing: located at the 1/4 points of the truss span. securely nail these braces to all members that it crosses. 10.The conditions and assumptions stated in these specifications shall be verified by the contractor for conformance to local codes and 1.All bolts in wood framing shall be standard machine bolts with standard malleable iron washers or steel plate washers. conditions. In the event of a discrepancy between these specifications and local codes or conditions,the contractor shall notify the Engineer in writing of the discrepancy and special engineering requirements shall be applied to insure the building's structural integrity. 2.Steel plate washer sizes shall be as follows: a. 1/2"and 5/8"Diam. bolts-2-1/4"sq.x 5/16" S.Wood Floor Trusses: 11.These requirements may be superseded by more stringent information contained within b.3/4"Dia. bolts-2-5/8"sq.x 5/16". 1. Floor trusses to be manufactured and installed in strict accordance with manufacturer's recommendations. All spans,joist depth and the drawings. The more stringent shall be followed. 3. Each bolt hole in wood shall be drilled 1/16"larger than diameter of bolt. spacingto be verified b manufacturer's.Shopdrawings indicating calculations, loading,load test data and an other information required g g 4. For sill anchors,see typical details on architectural drawings. y g g g• y q tYP g shall be sealed by a professional engineer registered in the jurisdiction where construction is taking place. Truss manufacturer shall verify all 12.Soil conditions shall conform to or exceed the following conditions: spans, dimensions, bearing points spacing,etc. Fabricator must submit two sets of complete shop drawings and truss layout plan,each sealed Bearing Capacity:Min.2000 psf.field verified under all footings and reinforced slabs. E. Lag Bolts: by a professional engineer registered in the jurisdiction where the construction is taking place,to Engineer prior to fabrication,one for Engineer's Water Table: Min.2'-0"below bottom of all concrete slabs and footings. Footings,foundations,walls,and slabs shall not be placed on or in 1.Shall be of structural grade steel. records and one to be returned to contractor after review. Marine Clay, Peat and other organic materials. 2.Store trusses above grade on wood sticking to prevent contact with bare each Cover with tarpaulins to prevent exposure to the elements. 2.Washers shall be placed under the head of lag bolts bearing on wood. Length of lag bolts shall be minimum Always store upright,especially if stacking. 13. Live Loads: Roof: 20psf. Floor:40psf (except sleeping rooms:30psf). Exterior Balconies: 60psf. Stair Landings:40psf. Wind Load: 15psf. 2/3 depth of members being bolted together. NO. DATE SUBMISSION Garage:50psf. Maximum foundation lateral pressure: 40psf. Dead Loads: l Opsf. Decks: 40psf.Attics without storage l Opsf.Attics with storage DIVISION 7-THERMAL AND MOISTURE PROTECTION 20psf.Guardrails& Handrails 200psf. F.Altering Structural Members: 0 11/06118 ; ISSUED FOR FILING. P P A. Roofing: 1. No structural member shall be omitted, notched, cut, blocked out or relocated without prior approval by the Engineer. Do not alter sizes of 1• Fiberglass Shingles:THIRTY (30) year self sealing shingles over 1 layer of 30# asphalt saturated felt underiayment 14. Bottom of footings shall extend below frost line of the locality and minimum 3'-0"below existing grade to undisturbed soil or soil compacted members noted without approval of Engineer. ---- -- --- - --------- -- ---- -- unless otherwise noted. Install according to manufacturer's instructions. _.......... . __...__.........._.................................... ..._....._....... to 95 as verified by a soils engineer licensed in the locality where project is being built. 2.Cedar Shakes: #2 grade red-label cedar shakes (18" 1 x.457) over one layer 30# a.s.f.underlayment. Install with 4 G. Built-up Beams: - - --'-------------....._.._._.._.._._............. ---- - --- 15.All foundation wall backfill under slabs where distance from edge of wall to edge of undisturbed soil exceeds 16', but less than 4'-0 1/2 weather exposure. Apply an 18' wide strip of 30# a.s.f. over each course of shakes, 9 from bottom edge of shake ",shall 1. Built-up beams or joists formed by a multiple of 2 x members shall be interconnected as follows: extendingover to of shake and onto sheathing. consist of clean, porous, soil compacted in 6"layers to 95 or provide #4 rebor at Z-O"o.c., 1'-0"beyond edge of undisturbed soil and F-0"into a.Members 9-1/4"and less in depth: glue and intemail w/2 rows 16D nails at 12"o.c.staggered. p g P P Y P Y g 3.Eave Flashing: See note B-4, below. foundation wall. b.Members greater than 9-1/4"in depth or multiple 3 x members through bolt with 1/2"diameter machine bolts at 24"o.c.staggered. - --------- -- --- --- - B. Flashing: _._.._.. ........................._...._.............._... ..._.................... .................... 16. Free draining granular backfill (SM or better) shall be used against foundation walls consistent with the architectural plans and related H.Cutting of Beams,Joist and Rafters: 1.All flashing,counter flashing,and coping when of metal shall be of not less than no.26 U.S.gauge corrosion-resistant - -! ---------- 2. Flash all exterior openings and all building corners with approved material to extend at least 4 behind wall covering.Cover all exposed details. Equivalent fluid pressure of backfill not to exceed 40pcf (pounds per cubic foot). If backfill pressures exceed 40pcf,then walls must be 1.Cutting of wood beams,joists and rafters shall be limited to cuts and bored holes not deeper than 1/6 the depth of the member and shall - ....... - q P plywood at building corners with waterproof building designed for actual pressures b a registered Professional Engineer licensed in the locality where project is being built not be located in the middle of 1/3 of the span. Notch depth of the ends at the member shall not exceed 1/4 the depth of the member. Holes P g g paper. g P Y 9 g Y P 1 g 3.Step flash at all roof to wall conditions. Flash and caulk wood beams and other projections through exterior walls or roof surfaces. - - ---- -------�---- ------ bored or out into joist shall not be closer than 2 inches to the tip or bottom of the joists and the diameter of the hole shall not exceed 1/3 the aveflashing 4. E shall consist of two layers of 15# as.f.cemented together in addition to required nailing from the edge of the eave u the roof ------------------ ----------------->------- -- -------------------------------------------- ------------ 17. Unbalanced fill not to exceed 7'-0"unless otherwise noted and substantiated by engineering calculations.Backfill shall not be placed depth of the joist. The tension side of beams,joists and rafters of 4 inches or greater nominal thickness shall not be notched, except at ends of g q g g P against walls until slabs-on-grade and framed floors are in place and have reached their design strength. Proper precautions shall be taken to members. to overlay a point 36 inches inside the interior wall line of the building. .... �. ............. .. .. .........._.....__......................_..................._......_..............................................................._..... brace foundation walls when backfilling. Where backfill is required on both sides, backfill both sides simultaneously. C.Attic Ventilation: I. Pipes in Stud bearing Nails or Shear Nails: NO. DATE REVISION 1. Notches or bored holes to studs of bearing walls or partitions shall not be more than 1/3 the depth of the stud. 1. Enclosed attic truss spaces and enclosed roof rafters shall have cross ventilation for separate space with screened ventilating openings protected against the entrance of moisture and rain in accordance with the WFCM, IBC, NYS and local codes and ordinances. See details on KEY PLAN: DEEP HOLE CREEK DIVISION 3-CONCRETE J. Bridging and Blocking: architectural plans for locations and details. 1.There shall be not less than one line of bridging in every eight feet of span in floor,attic and roof framing. The bridging shall consist of not less y A.General: than one by three inch lumber double nailed at each end or of equivalent metal bracing of equal rigidity. Midspan bridging is not required for 1.The concrete properties shall be as follows: attic or roof framing where joist depth does not exceed twelve inches nominal. Block solid at all bearing supports where adequate lateral DIVISION 8-DOORS AND WINDOWS AREA OF WORK Item Min.Comp.Strength Min.Aggregate size Slump support is not otherwise provided. Block all stud walls at maximum intervals of eight feet with minimum of 2 x solid material with tight joints. A.General @ 28 Days (PSI) Provide 2 x firestops at mid-point vertically of stud wall. Bridging as required by floor truss manufacturer's printed instructions. 1. Windows in buildings located in wind-borne debris regions shall have glazed openings protected from wind-borne debris or the building shall p/ h Footings 3,000 1/2"-1" 4"±1" be designed as a partially enclosed building in accordance with the Building Code of New York State.Glazed opening protection for 115 o Slab-on-Grade 2,500 1/2"-1" 4"±1/2" K. Lintel Schedule: wind-borne debris shall meet the requirements of the Large Missile Test of ASTME 1996 and of ASTME 1886 Walls 3,000 1/2"-1" 4"±1/2" Exception: �G 1. Unless otherwise shown, provide 1 lintel with 6"minimum bearing for each 4"of wall thickness. ? �o Garage Slabs & exterior slabs 3,500 1/2"-1" 4"±1"w/5% Wood structural panels with a minimum thickness of 7/16 inch (11.1 mm) and a maximum span of 8 feet (2438 mm) shall be permitted for { air entrainment 2. Lintel Schedule: opening Protection in one-and two-story buildings. Panels shall be precut to cover the glazed openings with attachment hardware provided. t Span: Size of Member Attachments shall be provided in accordance with Table R301.2.1.2 or shall be designed to resist the components and cladding loads 2.Concrete work shall conform to all requirements of ACI-318 specifications for structural concrete for buildings. Up to 4'-0" 3 1/2 x 3 1/2 x 1/2 or 2-2x6 determined in accordance with the provisions of the Residential Code of New York State. 4'-l"to 5'-0" 4 x 3 1/2 x 5/16 or 2-2x8 a 3.All reinforcement, anchor bolts,pipe sleeves and other inserts shall be positively secured in place and 5'-1"to 6'-0" 5 x 3 1/2 x 5/16 or 2-2x10 2.All windows shall have insulating glass,or single glass with storm windows or equal.Sizes indicated on plans are nominal only. Builder to a located according to the appropriate architectural drawings and details 6'-1"to 8'-0" 6 x 3 1/2 x 3/8 or 2-2x12 consult with window manufacturer to determine exact sizes,rough opening,etc.At least one window from each bedroom area shall have a net clear opening area of 5.7 Sq. Ft. (grade floor 5.0 Sq. Ft.) with a net clear height of 24",a net clear opening width of 20",and a sill height of B. Reinforcing Steel: L. Plywood: P 1. Reinforcing steel shall be intermediate grade new billet deformed bars grade 60 conforming to ASTM& 44' or less above the floor for egress purposes. Glazing in doors and fixed glazed panels immediately adjacent to doors or within 18"of the S p010 1.All plywood shall be Doug fir or equal. It shall be manufactured and graded in accordance with DOC PS 1-95 for Construction and Industrial floor,which may be subject to frequent and recurrent accidental human impact shall be tempered as per Residential Code of New York:State �up-SON 615. Welded wire fabric shall conform to ASTM A-185. See architectural drawings for sizes and locations. Plywood and local codes and ordinances. 2. Detailing, fabricating and placing of reinforcement shall be in accordance with ACI-318-99 Manual of Building Code Requirements for 2. Each plywood sheet shall bear the"APA"trademark. DIVISION 9-FINISHES Structural Concrete 3.All end joints shall be staggered and shall butt along the center lines of framing members. A.General 3.All reinforcing bars which intercept perpendicular elements shall terminate in hooks, placed two (2) inches clear from outer face of element. 1.All gypsum wallboard shall be installed in accordance with the provisions of the Residential Code of New York State and local codes a!nd 4.The face grain of the plywood shall be laid at right angles to the joists and trusses and parallel to the studs. ordinances (as applicable). 4.The contractor shall notify the building official at least forty-eight (48) hours prior to each concrete pour. No concrete shall be poured into 2.Gypsum wallboard shall not be installed until weather protection for the installation is provided. Storage should be in accordance with footings containing standing water or mud. Footings shall be dewatered prior to placement of concrete. No concrete shall be placed until allmanufacturer's instructions. 5. Nails shall be placed 3/8"minimum from the edge of the sheets. The minimum nail penetration into framing members shall be 1 1/2"for 8d reinforcing has been installed by the contractor and inspected by the building official or county approved licensed inspector. nails and 1 3/8"for l Od nails. 3.All edges and ends of gypsum wallboard shall occur on the framing members except those edges which are perpendicular to the framing members. All edges of gypsum wallboard shall be in moderate contact except in concealed spaces where fire resistive construction is not 5.Minimum protective cover for reinforcing steel shall be as follows: 6.All floors shall be nailed as per nailing schedule. required. a. Footings: 3" 4.The sizes and spacing of fasteners shall comply with the Residential Code of NYS and local codes and ordinances (as applicable). b. Beams and columns: 2" M.Corner Bracing: 5. Provide moisture resistant drywall cement board at tubs and showers as shown on details in architectural drawings. c.Slab: 3/4" (Wire mesh to be placed at mid-depth of slab) - 6. Fire-resistive construction: Garage ceilings and walls when adjacent to a dwelling unit shall be of rated construction according to the UL d. Walls- 1 114"at interior face: 3"at exterior face. 1. Unless otherwise noted, brace exterior corners of building with 1 x 4 diagonals, let into studs, or with 4 x 8 plywood sheet of thickness to match Design specified on the drawings when units are designed under NYS standards as indicated on the drawings. (5/8"type X walls and ceilings) that of sheathing, or with metal strap devices installed in accordance nailing schedule C. Foundation: 1. Footing depths are shown on the architectural drawings. Footings shall bear a minimum of 1"-0"into original undisturbed soil and a minimum 2. Lap plates at all corners. DIVISION 15-MECHANICAL MAC D O N A LD RESIDENCE of 3'-0"below finished grade. Where required,step footings to ratio of 2 horizontal to 1 vertical. A. Heating Ventilation and Air Conditioning: N. Nailing: 1.All work shall be in full accordance with all current codes and regulations of the governing agencies. 2.Where conditions develop requiring changes in excavations,such changes shall be made as directed by the Engineer. 1.All nailing shall comply with nailing schedules in WFCM, (see attached schedule) and all state and local building codes,or maufacturer's 2.Mechanical subcontractor to submit shop drawings indicating duct layouts, condenser location,duct sizes, etc.to 3.All footing excavations shall be inspected by the building official or county approved inspector prior to the placing of any concrete. Same recommendations. Engineer prior to installation. Mechanical subcontractor to review structural shop drawings and notify the Engineer of any shall be given forty-eight (48) hours notice for this observation.4.Soil investigation and report: All earth work, compaction and supervisions shall mechanical and structural and design intent conflicts prior to construction. 855 LUPTON S POINT ROAD O. Fire Stopping: 3.All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work MATTITUCK NY be done according to the 1. Fire stopping shall be provided to cut off all concealed draft openings both vertical and horizontal with 2"nominal lumber or 2 thicknesses recommendations of the soil investigation report prepared by a licensed geotechnical engineer. Concrete slab PP g P ( ) performed : others. of 1"nominal lumber with broken lap joints or other approved material. B. Plumbing: and footing calculations are based on a 2,000 psf value. If on-site test boring indicate lesser values, notify Engineer,in writing,so that necessary 1.All work shall be in full accordance with all current codes and regulations of governing agencies. structural modifications can be made. P.Alignment: 2.All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work TITLE: 1.All rafters and joists framing from opposite sides shall lap at least six(3)inches and be nailed together with min. (3) l Od face nails. ( (see performed by others. 5.Slab-on-grade shall be 4"thick reinforced with 6 x 6 W1.4 x W1.4 WWF and shall be placed on 6 mil.vapor barrier on 4"crushed stone. attached nailing schedule for superceeding requirements) 3. Plumbing subcontractor to review structural and mechanical drawings and notify the Engineer of any plumbing, HVAC,structural and design intent conflicts prior to construction. SPECIFICATIONS 6.Slab-on-grade at porches shall be 4"thick unless otherwise noted. 2.When framing end to end joists shall be secured together by metal straps. 7. Install anchor straps as per mfg.recommendations: 12"from corners and intervals as per plans.Minimum embedment for anchors shall be as Q. Partitions: DIVISION 16-ELECTRICAL 1.All work shall be in full accordance with all applicable National,State and Local codes and shall comply with the requirements of the MIN- specified by manufacturer. PP� p y q 1.General: DATE: 11/06/18 serving power and telephone companies. ................ .............. ... .............. ......................._...._.._......._....._........................ ....._..__...._._.... . a. Provide solid blocking at to o.c.between the joist and first interior parallel joist. 2.All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work PROJECT NO: _ . _ b.Splices of the top and bottom portion of double top plates must be staggered a minimum of 4'-0". performed by others. c.Splices shall occur only directly over studs. 3.Installation: DRAWN BY: PG d.Structural variations are allowed if substantiated by engineering calculations. Stamped by professional engineer licensed to practice in the ........................................._..................... _._-.. ........ jurisdiction where construction is taking place. One set of calculations to be provided to Engineer for approval prior to construction. a.All equipment installed outdoor and exposed to weather shall be weatherproof. CHECKED BY: NM b. Bottom of receptacles and switches shall be located 5"above counter top unless otherwise noted on drawings. ---------- - - - --..... --- e. Lap top plates at corners and intersections. c. Receptacles shall be installed vertically at 12"above finish floor and 12'-0"o.c.horizontally. All receptacles within SCALE: AS NOTED 6-0"horizontally of a sink lavatory or tub shall be wired to a ground fault interrupted circuit. DRAWING N0: d.Wall switches to be 48"above floor. e.All smoke detectors to be line voltage and wired in a manner such that the activation of one will activate all. Each floor level to have at least one smoke detector. Each bedroom to have its own smoke detector in addition to a smoke detector located in a hallway outside the bedrooms. rM 2 1 f.A line voltage carbon monoxide detector shall be located at each level of the dwelling ,including the basement or cellar. ------ - _ .... LATERAL FRAMING CONNECTION RAFTER / TRUSS FRAMING TO WALL CONNECTION RAFTER TO TOP PLATE LATERAL AND SHEAR TOP PLATE REQUIREMENTS FOR WIND EXPOSURES LOADS FROM WIND - EXP. B REQUIREMENTS FOR WIND - EXP. B CONNECTION REQUIREMENTS FOR WIND LOADS - EXP. B B & C u" (REFER TO TABLE 2.1 OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.) (REFER TO TABLE 3.4 OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.) (REFER TO TABLE 3.4A OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.) (REFER TO TABLE 3.21 OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.) X. ?:; a 700 yr.1W"ind Speed 700-yr.wind Speed Rood Live Load Ground 5nowr load 110 lis 120 130 la0 150 1110 170 180 145 x.. �«;:. 3 seeand gust m Ir 110 115 120 130 130 Otiilcfor�tg Dlrftensi�n of I/6/84l I'JUrner 4f 1110 Common Nails h<.Ir 6 ( p l 3 secnmrd gust ZO psf 3G psf 5®psi 70 psi Y.' ty.#zz o,." ` r.r.x ColltainjrigTap Plate Spike (ft Y.>:>::;>.:: .O 1.,;.,D �w� 1111.::... ,�<:i.<..<.:: Will Height Ift) tltsi rtarrrlltg Loads sots), rn ° Roof 5 an(ft) per Each Sidre of Splice <«> 8 67 73 79 '93 iW8 124 141 159 178 209 Rafter/ Rt�o-f Require�drarpacityof connecti (lbs.] 12 241 36 12 24 36 12 2x9 35 12 24 36 12 ca ~' ,>>;;•.,::,; iz>;>`` to 79 87 94 111 1.9 1463 1@8 1_3 222 249 "1 Truss 1 1�s3 1(19 128 148 1710 153 21H 21wa 287 acro span s e a ase a.0 • <zz .: ���:�>��•.`•% teas<:>;: 12 g (f t) tr=`" L 5 t1` 'a L S' t,2;9.1 L SA U L 5' U L 5 p Rafter equiTed Capacity of Heel ciat Connection jibs)L ''� 16 6 ��4� 14 100 212 122 1x1-0 167 191 218 246 275 333 Wafter Sim aSparing fin.) 20 8 16 114 124 135 15'4 184 212 271 372 305 35E 12 36 79 0.18 56 87 e15i1 513 1071 x198 s2 lit 3LrR 118 129 Cs7R 12 .350 724 1034 397 794 1'19: 592 11.64 17^46 767 1534 ?31.70 24 1tD is 124 116 148 174 201 231 263 297 333 Sat 16 53 66 to lie 142 16 484 964 1444 534 1059 15S9 776 1552 2328 1022 2045 3467 28 11 20 135 147 1€ii0 18.3 2t8 250 2195 321 360 423 Z 3:12 217 61 T7 93 3 8 165 19.2 576 1152 1728 63� 1271 1907 931 U 62 2794 1227 2454 3€61 31 13 r I Taaulated f arn,ng lows sha' he petrnittcd to be mut pfled by 11.92 for framing not located with'n 3 feet of corners for 12 24 69 97 106 2466 199 n ba!ld-°s:tslcssth,an30feet',*iwldrh(w),cruvuInvatoofccrn.vsfor bai'dingsgreater thar30fertin>.*rfdth. 28 77 97 Lill 164 21.3 271 ?20 iA�SO liBrl 79� 15 9 2333 116x# 23Fa3 3492 1534 30167 �16Q1 3G I4 32 93 157 13 i. It: 230 12 170 5-40 610 293 596 854 437 973 1310 575 115th 1725 40 16 j^R a Tacutated f-arr.Mr ldndsa;su'vie a buul!ding soeaIc-d in Exr,z sirro.a wall a mean ra sx:!,eight ttf 3Veet. For bu`16'ngs 36 92 i1? 1.04 200 251 16 360 720 100 397 794 1192 S92 1164 1746 757 1534 230D Vcate d in ooler exposures,tzb,,jlatcd values shx°t be mulCial'od by the afaaroariate ad"rusc Inent factor in 5ectial 21:1Y 510 24 12 61 1019E 55'0 75 115 t 91 125 EStt 123 1.4E 73it 153 17'1 gfbR 19,7 432 664 1:94, 477 953 1430 598 1397 2095 924 1840+ 2764 60 2� 2.1.3.1. r T,-;ulrtr;6fram ng lair;VC spttlicd Ir.roar cis per linezr foot of*,i% Tot dctcrn?ir<o con Inc ction req t,'rements, 16 ?1 89 107 137 182 2� 54� 1G�8J 1624 595 139: i76T 873 17 6 26 i9 1154 ;34� 3 51 7� �8 rniltiufylhc;tabulated uni"atera l frarning-a:d by the mu'tip icr florrl vic=w balav4 cvrrmp.ond'=ng to the spacing of 26 81 02 124 173 221 1.2 216 432 648 .233 477 015 349 696 1+3fi8 450 920 1380 $�] 32 141 24 9: 115 Loi 89` 3 ttrt�c°nrc,ctpon. '` 25` 16 2°O 57'6 364 358 636 5.53 46.6 931 1397 613 1.227 1840 1 Tabulated sVlicettJ.p p'.atetatop plate connection 12-1 TECHNOLOGY DRIVE, SBTAUKET,NY 11733 Connect on Spacing(in.) 12 16 14.2 24 48 29 1102 129 156 2.19 2`34 'r:1'Z 19.2 .346 691 1037 3S1 763 1144 559 1117 1676 736 14,72 2'20 i shall rl `.haus r>rlors'than 2-1tSd Halos per 6"_ P. 631.669.84501 1. 631.669.8459 �vanv.wiccaia.crnu fwlcrlt'rplier 1.01} I_33 1.6Li 2.0 4.0.1 32 113 .1.43 175 213 316 d W'h.en cafe eating tateral icads tof end-,,at ne�dcr.,q'rdcrs,and 0rdow sil.s.rn,iltlply tf.c tabu atcd omit lateral load by 36 123 152 192 267 349 24 432 864 1294, 477 953 143°0 598 1397 2095 924 2340 2760 2 Tabulated s lice assume a buildicg located in,Exposure 6 or C. �Qfthe'ready_r,gireof,ois;Tspan 0t!. 12 73 127 663. 90 13`3 7'29 109 151 73R 147 177 2R 189 206 1079, 112 .154 119 4163 174 340 511 249 499 748 329 657 96G 3 Twplates shxllbe3mirilim �''rnofz*udgradematerial. 16 E5 lof IZ9 PT5 .227 7112 16 246 411 617 227 454 631 333 665 998 438 976 1315 TER! 20 97 1.22 149 204 265 19.2 2.43 4514 74.1 _'72. 54S 817 3'39 798 11517 526 1052 1577 GSC NAILING SCHEDULE 1-.2 24 1115 13`0 ts9 233 303 24 309 617 926 340 ESS 1x121 499 993 1497 657 1315. 1972 �� r-SfANDFRV O (REFER TO TABLE 3.1 OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.) 28 1:27 155 190 25' 341 12 1241 240 31GO 132 255 397 194 333 582 256 511 767 rN�.rrnbwaf tmmberof 32 13� 1772 2110 291 379 16 IED 324 4184 177 353 53:4 259 517 776 341 582 1422 BOTTOM PLATE TO FOUNDATION CONNECTIONS � 0 36 14C lea 2.31 3Z. k18 9:1T /Dirt Description Catmrsusn fatsik Box Flails toil/Spacing 19.2 152 384 576 212 x124 636 31n3 621 931 4119 818 3227 � � Ro�FFRtttatltJG 12 91 151 02`3 113 17'3 135 199 SCR 2S4 ZZ2 1158 23x7 257 13474 265 53fk 314 3$$ lib 1164 511 10'2 1534 7 � Ev i6 i�� 133 161 ,Z,.O 28w 24 140 480 720 RESISTING LATERAL AND SHEAR LOADS FROM WIND Rafter to Trap Plate (Tire-nailed] (zee Table 3 Ota] tsee Table 3.41A) per Tafter 1Y 9(7 180 270 99 199 298 146 291 x437 192 383 575 � 69 ceeiirgioisttoTcpPlate i~Toe-r3led1 (seeetabie3.4e.1 (see Table 3.a3) per joist 20 S'`2 155 186 255 331 (REFER TO TABLE 3.2B OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.) ceilsr.-JoisttoPara"ler Rafter(Face-malted) (seeTable 3 9A] (see Table 3.% each�ip 24 24 137 173 211 222 379 16 120 2.101 364 132 265 39? 19�"r 3'86 5$2 256 511 767 12:12 ------- _...NE.W._� eefling Joist Laps awe nrtitions(Face-mif.-d] (sesPTable 399] tsse Table 3.Sat) each',ap 28 153 124 357 5`0 424 �. 19.2 2x14 88 432 159 316 47? 233 466 G9,: 347 613 420P CONSU coffarTwt5Ra#ter (Face-,raged) (s Tahle 36j {sea fab'e3.si pertie 32 if; 215 Z63 364 .474 24 ISO 360 540 199 397 596 251 SEZ E73 333 767 1150 ForE Exposures B&C and all Speeds, trim Board halter ftue-rifnnafled) 2-Ed ::ad each erid 39 iris 235 288 401 522 1 Heel joint connect Gns are not required w%en the ridge is supported by a loadbearing rvall,header,or ridge beam desi,:ned to R itim8oardtoRafterlfnd-riled] 2.160 3-3Er1 ea[raend U -connectorupliftload- Nla iJnurnAn:"rBoli resist Me ipplied load:, Anchor Bolt DCarneter fin- WACI.FR1`�,rJ11t'eLi ,� � r fin-) a,a.ta L =connt:ct.rlateral i=aa�d(Perpend"rculartat�.e s�+•a,l). sparing[in.) Top plate to top:Flate lFacee-tiled) 2-160 2 1110 per fcct =connectorshearload f(Pe-°eltotlre`p�olt 21 Whc-n intermediate support of ibe rafter is prrovided by=vertical struts or puri ns to a loadbearing udal,the tabulated heel joint studlatesartfracrsrettens (Fatana°lea) a-160 2466 jrnt24ea.caSide r , - , coninettionrequirementssha:1bepermittedtobereduced'proportianallytothereductioninspan. 12" 31 stspdtesti,ti (ta.�-nailed) 2-1sd a-t6d as'a.c p. =tJ'Vxfdrv.�rr�perpe din_;dart.3the rid_�andt.,}tfarw.indparallel to2?ssr�>age,ws'h�eret+.Ethel:uilcl:n,g:vidthandL��ebu+dingy Headarto Header(Face-nailed) 180 lEi 16"sac,along�edgel length. 3 Equivalent connections are required for ceilir. 5f 8" 48. 1s joist to I:�Iling joist lap 3pl't:es. TrpporaortomPiatetostud Itnd-nailed/ (seerab1@3_5a1 (searble 5.59) per stud 1 Tabuat duprift and lateral,,wdssha"t he�rrraittedto be r.luR'p'iedbV 0.75 and D.R2,,res •`thiety,forframingnot located with`n sfeet 4 Tabulated Feel jo°nt correction requirements der rmi includa thfr addititanal bve�ltt�ftse veil"ng assembly. 1 Prescriptive 4irnits are based o°i assurnptions In Table 1.2. tx of bu"'•ding-crrniert- 5 Tabulated Feef o:nt connecticn requirements assume ceilin joists car rafter ties are located'attire bottom of the attics ace. 2 .r &Mtam Pla�tetalFlAarjrsiss,Barrafjaist,fridj�ist 2-1110' 2-1E3 ptsrfc.c`t j q 9 j 13 is hErr ancF,tar bilis are use4i t0 res,51 upll t,lateral,and shear IOi3ds,th8 rnaw.imum anchor t7r4't.spaGEng shah riCrt�e�4:eer1 Tah`Sate d up'iit loads a5suiie a reduEed roof and ceiling ass mb ly dead Riad arf 9 psi t0.6 x 15 psf=9 psf,. When ceiling of try sJlockine: (Face nalfesl) 5 j "Sts ear rafter t es are/edited higher in the attic space,n4 attic sf vrage is assumed,incl tyre tabulatEd heel joint the lesser of the tabulated values for unli•t loads(Tabl$3.2C)car ra*era!and 5Vear loads;Table 3.28). For cxther ancF cr FLOOR Fri,AN11 3 Tab"J aced up'*loads are SPL6c led farrba'f-'les-roa1 carn�tt'ors. WJl!an ealculat .rupCft loads forw,all-lo-oval]crvM!-m-fatindaCen connection requifements shall be increased by the falrowing factors: , r, - connections tabulated u Ictvalues shale be ennstted to be reduced b 73 T 0.tr x 121 for ea+chfuP wall above. bol.li tritat;ianl see 5ecticrn 3_x.1.7 and 3.2.2.3_ loistiosill, TopPbteorciirder Were-m9edj 4 b xt dcd per 1061 F P i #" ( P bridging to Joist(roe-nalled) 2-6d 2-lOd eKh end 4 Shearconnectidn tialues shall be muftiplied b�yt`tefollowinga:justrnents_ 3 Tabulated anchor bolt sparirags sexy Sheaµloads a=sA:me�a al".5 are sheathed in accordance vdrth Sectecn 3.4 4.2. For other BdodcfnoIn16st(Tae-nailed) 2-> 2-:ted ea&Brad Wall Height 9 f0' wr:ati sheathinil types the tabulated anchor bol"spzc:r•gs shall be mult'pl"ed by thx•appTopriate sh�a-king targe adjustmeyM NO. DATE I SUBMISSION akrcking4°sill orTapPilate[Tae-nailed/ 3.6d 4-!Fe eachmb1cck ROC4 Top Plate to Adjustment factor in Tab'* 3.17')1,bit in ne,case shall anchor holt spacing:exceed 61eat en center. ledgerStrip tsaE3earts(Face-nailed) 3-360 4-11!3, eacftj-c�st Pitch Ridgefie(�ht Fatten d Lateral connections.stall be desigeted to resist the loads;n Tab le 3.5. 0 11/06/18 ISSUED FOR FILING. Joist o n Ledger to teamfne>-naiteq 3-6d 3-r per�o:s[ ROOF SHEATHING ATTACHMENT REQUIREMENTS BiEndJoist toJoist(End-trailed) 3-i6d �4-1w per:oist 0'jflati C 40 G 5iI sand Joist to SillcrTop Pate(Tail-nalledl 2-16ct' 3-1611 per fw6:12 5' CA5 0:75 FOR WIND LOAD - EXPOSURE B -- ---.--.__.._...._._..........---._.__..._..__.._._._........_. ...._.__..._.........----.-..----- RAF 3H EATttl1'.G 10' 0.90 1 Do ............._.... .. .................................�._........_._.....................-............ ...... . . .. s' 4:x05 075 REFER TO TABLE 3.10 OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.) -- ------- ---_11_11.. woo Structural Panels Od 1� ( j ( ) - - ----1.111_...---.._._.-......_...............__........_._..---1___1.1_____1. � ' 15 1,010 SILL OR BOTTOM PLATE TO FOUNDATION CONNECTIONS ........... .........................�......................................_......... .................................... 6aaaonal 8'uard Sheathing )6.12 it5x6"4r 3'x9" 2-Ed 2-L: Fat stippart .5' 1.15 125 70G-yr Wind speed 3-second gust(mph} 510T 115 120 I3Q 140 iso 160 170 iBo 195 n"xio"'or wider 3 6d 3 tai per support 219' i A.O 1 50 ----.._11.11.._-------------1------._._._._..__...__.__.-._.----_..---..___.....__......_._.. RESISTING UPLIFT LOADS FROM WIND - EXP. B .................., CCILIrdeeSttEAlTtilt*d�t'i 5 Par jackiaf:erupl'ftcclntle�cticax*s,use;aroa�fspanea°,r.a'LtrtwlCet'�ejeCk,rcft�erlgngth.Tl;s;jkt:k.rafter3engthit�:ludzst`heeverhanelength sTRu+eTvct,aLSHE,aTlt1NG I Gypsum uialtrrdatd 5d co alers Sd enc Q's 7°'edg++J ir"f,e`d an 9 thea span- E F E F E F E F E F E F E F E F E F E F _..._......_....._....................- ------------- -----.-.-.--_-- (REFER TO TABLE 3.2C OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.) i WALL St1EATttIr�G Rafter/Truss _........ L__......................................................--._...._....._.............._...................................._..... . 700 r.Wind speed 3-second gust Mph Ito lis i2® 130 1AA 1501 1:63 1-M Igo x95 wacadstructuralPanels 9d /tad (seeTaEple3.111 1 !:taming Raft2rfTruss t Y � (Mph) ------____- 5trurturxl Fihet+soard Panels Sheathing Location Maximum Nail spacing for lld common Nails or loaf Box FlaFfs f inches,o.t.j Specific spacing fin.) if2" 21 En ealw. rIML'E1 - 3'e6ge(6"field sillarsartomPlatetz.r0u_1idati0,nAnChar plate _.. ......_..i. ......................_..._.._............._... ____.._....._........._-.--....._................._..........-- RAFTER / CEILING JOIST HEEL JOINT CONNECTION G�ArrryjG Foandatsdn5upporting rvtarimrumAnchorBolt spracirraFrn.)'' j Balt connection Reslstinr Size= _.............. ...._........._...._......_.....................-__.. (0.1210"t4-11""langx 7,+15 head', ,r i 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 _111.1... _..._,... _......._....... 2t5f32" p 11 ga_ga`.r.�roeing nail - 3'edge f s"field 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 1Z 8'End Zones JC 12t a:1-3,° "iA81,ax3fVht 3d) REQUIREMENTS 0.49 1-:stories 7 71 57 4 35 Mp 27 Z4 3Z 24 i 5ypsutraAhral"trtrard 5df:2olerz 5�dcccleri 7"edge/4e:"fe:fd 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 NO. DATE REVISION Hardboards ad ad Ise*Table 3.111 (REFER TO TABLE 3.9 OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.) Interior Zone 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 4 IateriorZones 12 6 12 6 12 6 12 b 12 6 12 6 i.2 6 12 b IF 6 12 6 12 Uplift Ltzads •i-3 st;pi-i+ses TZ 72 .Fb 54 41 35 31 2@ `� 33 KEY PLAN: DEEP HOLE CREEK Particleboard Panels Ed ad (see manufacturer) 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 a En Lanes Roof Liver Load Ground Snowy Load Ekao01131111oird 6heathiat6 23 psf 30 psf §0 psf 70 psf 032 17.2 6 12 6 it 6 32 6 12 6 12 6 12 6 12 b 12 6 32 6 12 Pr6 :i-3 stones t2 72 6a 51 SP 95 32 29 2cr 29 � 1(5x5"or 15x9" :-31 2-x0' per suppert 34 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 tntet�arZoness � Roof 5 an(ft) 1-3 5Y3rses 7z 7z la 60 ere 4 37 3.s 31 3l"x1a3°'orvridtyt 3-0/40 3-1430 per"Pal 12 6 12 6 12 6 Sz b 12 6 12 6 12 6 12 f1 6 6 6 6 5 AREA OF WORK FLOOR yrypfsaTtll"ror3 12 26 36 12 24 16 12 24 311 12 24 36 16 6 12 6 12 6 12 b 12 6 13 6 6 6 6 6 6 6 6 6 6 0.49 tNoodStructuraf Panels Rafter ',1,3,,,4 19.2 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 tt"arles3 Ed lod 6"sdgf!12"fes'd Rafter Slope quired�Capatcity of Heel atnt Connection Obs) 24 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 4 4 4 s �/ h Spa ci nin. Perimeter Edge Zone 1,reatet than 1" itid SEd 6"edge/12"€e:'d 12 6 12 6 12 6 12 6 12 6 5 6 6 6 6 6 6 6 6 6 5 tl:a„orta'>coardsheathiq: 12 ?ED 720 1QSC1 397 794 1152 56.1 1161 1?4£r 757 1534 23110 042 16 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 4 a MAXIMUM HEADER SPAN (ft.) INV or 15x9" 2-ad 2-zm per support 16 480 960 14°40 5301 1159 1.5°9 776 1552 2328 1022 2045 30167 19.2 6 12 6 6 6 6 E 6 6 6 6 6 4 4 4 4 4 4 3 3 � !' :t"xieW'ar sadder 3 3Jd 3-1x1 per support 3:12 19.2 576 1152 1728 635 1:71 1907 931 1862 2.7"94 1227 2454 3:1?1 24 6 6 6 6 4 6 5 6 4 a 4 4 3 4 a a 3 3 3 3 .3' T 6' 9' 12' 15' 18' Tacingreq�`ren_ntsaehaseda-wv.al'sheath"rgnaita6incheson-c:en-e€atthe paneledge.Alternat'venailing schedulesshall 74 720 14""3 21601 794 1589' 4.383 1164 2:328 3492 15.34 3257 4&01 _ � � �G be usedwhenet^raasheGthingrrail'";tsreduced.Parexonp°e.ifivsa3lsheathin;,isnaiCad3incheson-centers:thepa�pedgeta sableEndsvallrrakear p,a4 6 s 6 6 6 6 6 6 a .s NUMBER OF HEADER STUDS SUPPORTING END OF HEADER � 11 , e6taiin hig^err chs+arctapattie1,jai"ng requiramerntsfor structuraal rnernh-Ari shat'be darblea,oralternate cnnnec!art sF,al'ba 12 2701 549 X10 298 596 894 437 873 1310 515 115L1 1725 Rage=Truss With up to i' usedtcrraiintanthelcadpath. 16 360 720 10SO 3'37 794 119: SSv2 :1164 1746 767 1534 2aOG Rake overhang 0.,42 - 6 6 6 6 6 4 4 4 3 3 It 1 2 2 2 2 x when vaall sheathing is coillnuow av er connectred members,the tabulated nunb a atf Hafts shz:l be perp:tted t^be reduced to :12 19.2 43: 66x1 1296 477 91:3 143Lt 55E 1397 2095 9'?0 194t4 2760• UNSUPPORTED STUD NUMBER OF FULL-LENGTH STUDS 0 '+ i-t6dnailperfoot. BOARD SHEATHING WALL HEIGHT SPACING AT EACH END OF HEADER 24 541) 10483 16201 S3-S 1197 2787 873 '1746 2619 1150 2'300 3451 ', , p 2 a q �, RaftarJYruss 12 IN. 2 2 3 3 3 3 1` 12 216 43.. G•IS 3;� 477 715 4- 695 144.. 46O 9049 1380 Sheathing Size P�tit1'tmtttti Number Of E3d Common Nails Per Support - RIDGE CONNECTION REQUIREMENTS FOR WIND - Spacing fin.) 10' OR 16 IN. 2 2 3 3 3 3 � 15 :.8$ 5x'11 1'60} 3=$ 536 953 '456 931 1397 1513 1227 18411 v 5:12 1x6 or 1x8 Sheathin* 12-19.2 2 z 2 z z z 3 2 2 2 LESS 24 IN. 1 2 2 2 2 2 4t`4 C R 19,2 346 691 14137 3131 753 1144 559 1117 1675 736 1x472 2206 e S PO EXPOSURE B 24 432 654 1295 477 9S3 1420 658 1397 20955 9520 1840 .2768 ixio ortargersheathing 12-19.2 3 3 3 3 3 3 3 3 3 3 GREATER 12 IN. 2 2 3 4 5 5 LUpT�N (REFER TO TABLE 3.6 OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.) 12 i54 309 .463 170 340 511 249 493 748 329 557 '966 E frail spacing at panel ed;es(in.) THAN 10' 16 IN. 2 2 3 3 4 4 24 IN. 1 2 2 2 3 3 16 206 411 +517 227 454 681 333 EE5 995 x138 87E 13.15 F - flail spacing at intermediate supports in the pa n0freld(in.) 70C-yr,Wind 5perd 7.12 11.0 115 120 130 1410 150 ifrn 270 1801 195 29,2 247 494 7'x1 272 545 B17r 359 798 1.1917 525 1052 1577 3 secend gust(rnpbg 24 309 E 17 S26 340 581 3021 49'9 999 1497 657 1315 1972 1 rants tt sheathing vritttin 4 feet of th a perimeter edge of lire roof,Including 4 Peet an each side of the roof peak,the tl e 4 foot perimeter edge 2016 NYS UNIFORM CODE / 2015 INTERNATIONAL RESIDENTIAL CODE RacfSpan s,�.aa raneaMachmentrequireme:ntsshrall beuse d. Rauffiwl R quire dCa ati'tyofRidreC6nnaetian(plf) 12 120 24;•0 360 13;2: 255 397 154 33S 58'2 255 511 7'67 2 Para`inds gds reata_rthani3nm h b'dckin rsre u`redvrh:thtransfersshearlaadtat.voadditiana! assts 3' €ststrata'' jftj g P € 4 j ( jo it 77 31 105 13cs 169 205 aaa 224 321 397 15 1511 3;7 a48�a 177' 353 5?11 259 517 775 341 582 147:2 CONSTRUCTION IN REGIONS WHERE THE BASIC WIND SPEEDS FROM FIGURE R301.2(4) EQUALS OR EXCEED 110 MILES PER HOUR 9+12 SHALL BE DESIGNED IN ACCORDANCE WITH THE FOLLOWING: 16 1013 121 141 122 226 274 32.5 379 436. 529 19.2 19� 384 576 21a 4?4 fi36 310 621 931 4£15 313 1227 2n 120 152 176 227'.. 28z 341 406 473 545 661 24 2411 480 7'20 r-65 530 7'94 388 375 1164 511 1022 1534 THESE PLANS HAVE BEEN DESIGN IN ACCORDANCE WITH THE AMERICAN WOOD COUNCIL (AWC) - WOOD FRAME CONSTRUCTION 3..1.2 24 154 13'_ 211 272 339 410 457 555 €4544 793 12 SO 180 270 99 155 298 146 291 437 192 393 575 MANUAL 2015 EDITION FOR ONE AND TWO FAMILY DWELLINGS 23 1&0 7 318 763 16 120 29 132 265 397 194 383 582 256 X11 77 WALL SHEATHING AND CLADDING ATTACHMENT 11:12 32 :+06 .43 28:1 363 452 547 549 758 873 10'57 191.2 144 288 432 159 31£ 477 233 466 6x13 307 613 912D �� 231 273 316 4 &cE 61fi3D ��2 9E2 liA® 24 =eL 3 5= 19s 5 � 2°1 592 >73 333 767 1150REQUIREMENTS FOR WIND LOADS - EXPOSURE B 12 65 77 83 113 139 162 199 '291 266 321 iii E7' l0. 118 1501 185 224 21}5 308 354 4:,3 1 Heel Joan':connections a•e not re;l.i°red when the r°dg+e is supper-ted by a lt7asibe=_rind svalE,heads:,cr r.dge bairn designed to w. .. (REFER TO TABLE 3.11 OF THE WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.) 20 109 12-3 147 183 232 280 3?1 3155 413 536 ' resist t leyapplied loads. 4.12 24 131 153 i1E 225 279 336 397 453 532 . 1143 2 Wha,n irte�zradiate support efth®raftaris p,,ov°dad byvert:caf struts orpurhns to a weed'bearingtn.all,th�etabulate I he e!j€rint 70CI .Wind Speed 3-second just(mph) 110 115 120 130 100 150 160 170 184 195 ZfB 15,3 in 204: 253 3:Sr a52 »5a 9x10 624 7512 conn evtic3n req uirem entcsFal be paermitted tea be reduced proporilonit fly to the reduction in span. MAC D O N A L D RESIDENCE 32 174 204 235 3(01 372 4448 5313'1 617 709 857 3 Equi•,lal<n:cvr3rect:ors are regLirrad far ca;lirg joist to ceiling joist lap splices. STRUCTURAL SHEATHING 36 1`96 233- 254 333 4.19 5084 546 694 797 96=1 4 Tat%1;ted Pee".fzmit c r..nectic n require firerts do ro•,irclAs the addltiona`bS E P"l2 of the tailing mcmmbly. E F E F E F E F E F E F E F E F E F E F i2 51 6r 69 8$ 149 33.2 116 1V2 22: 253 � a Strad sparing 12 5th Bin 92 113 146 132 l i8 242 279 337 5 3abulated Lee,to nt cor<nectien requirements assume ceiling joists or rahertieiare located at the bottom of the attic space. sheathlino Location MaximUM Nail Spacing for fad common Nails or lod Box Nails{inchles,ciz f-a (inches,o.c.] 23 135 100! 115 147 1.82 220 2�t 343 342 421. When ceiling jo"Sts car rater ties are lora-ed higher in the attic space,no attic storage:is assumed,and the tabulated h eef j>aint 855 LU PTON'S POINT ROAD s;i2 24 19. 10 lga 177 212 26,4 311. a6; 4le- N cornectrcn requi-err!entssFafl be;rcreased bythe fo]lorviig factors: 12 6d 12 6 12 6 1E 6 12 6 12 6 12 6 12 6 12 6 12 6 12 Interiar2one Sri fa 12 b 12 6 12 b 12 E 12 !s 12 E 12 s 12 6 13 6 12 MATTITUCK, NY 28 119 139 161 Zfs 15=_ 308 3c.4 42)4 438 tge3 24 E 12 b 12 6 32 b 12 6 12 6 12 6 12 6 6 6 6 b b 312 135 1591 164 235 292 352 41x; 4,35 557 674 12 C 12 b 13 6 12 6 12 fi 12 5 12 t; 12 5 12 fa 12 6 12 3G 153 179 207 r6S 328 3S6 4x-58 545 017 758 Perimeter Edge Zone 16 € 12 6 12 6 12 b 12 6 12 6 12 6 12 6 12 6 12 6 6 12 48 55 63 81 •;9 119 141 1'54 132 227 1& 63 74 8S 103 133 1.59 SSE 219 2519 302 24 a iz 6 12 6 12 6 12 E iz 6 12 6 6 9 t 6 6 6 6 TITLE: 24 7S 8» 14N6 135 165 3°.9 235 273 3.3 PZ BOARD SHEATHING or LAP SIDING 5:12 24 95 111 127 162 199 :239 252 3za 376 453 WOOD FRAME CONSTRUCTION Sheathingsize RafterJiauss 5pacittg "28 111 129 1-48 lea 232 279 329 3.82 1135 5213 Minimum Number ofad common mails or iod Bax Nails Per support 32 127 1=1° 1115 215 US 319 376 42C 0�, 60s (inthas°°'`'' MANUAL TABLES 35 143 156 190' 24:2 298 358 42'3 491 554 680 ix> of in,ger S stat i 32 24 x' 2 'i 2 2 2 2 2 - 2 12 49 55 62 75 116 132 153 139 211 ia[SO orlarger 5lreathine Y2-24 3 3 3 3 3 3 3 3 3 3 is G5 73 82 301 125 149 176 102 233 281 DATE: 11/06/18 20 131 52 103 1..7 15x0 �j;. :'tie. 250 291 351 E ?4a'l spacing at panel edges fin.) PROJECT NO: 7:12-12.12 24 9�8 110 123 15? 187 .724 203 305 350 421 E Nal spacing at int:enned'ate supports in the panslfield(in.) __._-----_-..._._. S ,Js ZE , , e 11DRAWN BY: PG 28 104 1.2 14�f 1F. .1� .c. 500 3.E 4.1 ................................._ ........._... ._.............._._..__.......__.-__..___.............._..-....1111_.............-.......1111. 1 Porwralf sheathitr w4`tfrin a feet of the corners,'& afacrt edge wane attachment requirements shall be used. CHECKED BY: NM 32 13D 147 154 204 250 299 351 407 466 562 g g 36 147 155 1x5 22.9 281 336 3'55 458 5'25 632 Z Tabu'3ted nail swacittb assumes sheath ng attached to Stud#rami ng members with fl.3Z 5 G 0.49. 3 for exterior anelsid=n alv�anizedbox nails shallbe ermittedtobesubstitutedforcammennails. ---- --------�-- -- --- ----- 1 Tabulated connection requ rements sl­-all tae permttecito-be multiplied b•i 0.7t}for frarningnot lacatedwithin 6`=et of huiA.ngcorner; P g'g p SCALE: AS NOTED 2 Tahilated,onnecti.an require rrarts are teased can Lata!c p'ift m°nus tfse roof assernbl•r dyad load ex 6 ptf (06 x 14}ref=a ps+f). DRAWING NO: 3 Tabulated connection requ rerrants are based can a 12 inch ridge coxrrnection spacing,for ei`femrit ridge c+onnec-non sgacirg,rr�.0 t'ply the tabulated values by the appropriate murtiplier below: G Ridi;ecesnnaaction Spatiesg(in.j 12 15 1}.2 24 43 Multiplier 1111 133 1.60 2.00 ^4.00 71=1 7�3 4 For jack rafter i:p'ift connections.use a roof marc.squat tot:vice the jackraftar length.Tne jack rafter l,Ength incluclas tteoverhar°g ......................................._._.............._.............__.._.........._.......... largt.h and&a jack spar. _. ..Y A R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETALIKET, NY 11733 P. 631.689.8450 F. 631.689.8459 1 uianv.wt-caia.c0 ni ii EREi ANDFR� Cl N � 4 O a �? 44 CONSULTA ALL EXSTIN5 WINDO!NS TO REMAIN, TYP. a"-d' 6'-d' Id-d, 3 �, �„ 10 03,-d' a'-Id 3 �� 6'4" _ .................. ................... .............. _...... _. ...._.._....... _..._..__. ._.._.. _. _........ .. _.......... ........_._...... -- ---- --- — -- — -- _... _ __.... _..__. - - - l SUBMISSIONN PAZTITIQN LE�END ... _.._............. ..............._ --._.._.._. ._....._. 0 11/6118 ISSUED FOR FILING. _.....__ . _ O EXTERIOR WALL CONSTRUCTION (EXISTING) GL GYPSUM130ARD ..................................._........................_......... .........._ _.........._.... ............. . _ . ..................... 2„x A" STUDS @ 0" O.G. _...-----;...------- _._... . ..................................--- R-15 FOIL FACED BATT INSULATION I/2" PLYWOOD 6MEATIING AIR INFILTRATION BARRIER _ ---::-.-....—.------- -- EXISTING CEDAR 5MINGLE 51DING TO REMAIN ....................._..............................................._......_.................._........................._._................._...................._..................... . EXISTINGDRAWL I I GL. — - _-- _.__.._..._............__..._--------.._.___....._---.__--._-- EXISTING MASONRY --- --- -- -- ----- -.._....._..._ ...._......_._.., 2 2"X.4" STUDS @ I/v" O.G. (EXISTING) CHIMNEY TO REMAIN ... ......................... ............:....._......................... .................._...._.................._........._...................................... 1/2" GYPSUM. f5OARD. GOTHS SIDES) - ----. _... ...-.--..._ ............. --- -- ----: b O3 2"X4" STUDS @ Va" O.G. (NEW) DATE j REVISION 1/2" GYPSUM. BOARD. (�,OT11S SIDES) b KEY PLAN: DEEP yoLF CREEK BASEMENT FURRING . O I/2" GYPSUM BOARD _ EXISTING UNEXGAVAT 2"x.4" STUDS @ 1(o" O.G. AREA OF WORK R-15 FOIL FACED f5ATT INSULATION I BASEMENT i' I O IV s X ZA s 7 2 ae rIr ASSUMED EXISTING 5" WIDE (,MU UM EXISTING SLAG TO RMOdE EXISTING FOUNDATION WALLS ON EXISTING REMAIN WA91ER ANP DRYER I6" WIDE POURED GONGRETE �A SPREAD FOOTING. GENERAL EXIST WOOD FRAMED STAIR, CONTRACTOR TO REPORT ANY (� LANDING, AND HANDRAIL TO DISGREPANGIES OF EXISTING Q REMAIN. CONDITIONS TO ARGf11TEGT IN j UP IA .. ....... _._ ......._. ..._..... ._ WRITING. vzo b --- — -- —� I.._. ............ _ ...... p p_U_ _ �..........._..._.._.._..__.._!.�_ .. I P�ON U�N _.._._..... -- -.. —......... .—— .._._.._._ ...... ._. -0 ........... ._.....___.. ..__........_ ................. ...... . ... ........ ................ ........_._...... .................. .......-...... _...__.__._ _.....__. _......._._._. ._.......... ......._......... .....Ir .. .. 1 bd-3" L-EE7END (EX DENOTES EXISTING) MACDONALD RESIDENCE _.... EXISTING WALL TO I E REMOVED 2x4" or 2"x(o" WD. FRAMING @ 1(9" O.G. 855 LU PTON'S POINT ROAD W/ 1/2" GYP. f5D. f5OTH SIDES TYP. (U O.N.) MATTITUCK, NY .71 71 2x4" or 2-"x6" LOAD HEARING WALL (L.1.W.) W/ 1/2" GYP. f�D. �,OTN SIDES TYP. (U.O.N.) TITLE: SMOKE DETECTOR BASEMENT REMOVAL PLAN CARSON MONOXIDE DETECTOR mm DATE: ... ......_...........................................................11/O6/1._$ 50 GFM EX . F 11AU5 FAN PROJECT NO: - _..................__._.. _..___ _--- — .......... PARTITION TYPE -----_ DRAWN BY: PG CHECKED BY: NM ® 4"X4" WOOD POST U.O.N- SCALE: AS NOTED _................................._.. .......__._.......... __............. ...__...... ....................._...... .. ............_._.............. DRAWING NO: BASEMENT REMOVAL PLAN I ---- ................ ................. SCALE: 1/41)=l )-03' r EE':.;:.:: ff ' n•.ti•.ti. L tJ, �� •::iitivii ppvnv:v:i ...•n 4vi<::i. \::i:•: f A R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETAUKET,NY 11733 P. 631.689.8450 1 F. 631.689.8459 ( w-,vw.wfcaia.com I I 6,0N5TRUGTI0N NOTE6: M3N do �0 gv69tp �l6, I. ALL DIMENSIONS TO NEW PARTITIONS ARE TO THE FADE OF THE GYPSUM POARD WALL. N 2. INSTALL HARD WIRED, INTERCONNECTED, SMOKE DETECTION ALARM DEVICES PER THE ZOIC NEW YORK STATE q '� m UNIFORM BUILDING GORE / 2015 INTERNATIONAL RESIDENTIAL GORE IN CONJUNCTION WITH THE NATIONAL ELECTRICAL r GORE (NEG) REQUIREMENTS. 3. PROVIDE NE=W g' MOISTURE RESISTANT GYP. BD. @WALLS AND CEILING IN NEW BATHROOMS. TUB AND SHOWER CONSU AREAS SHALL RECEIVE 8" 6EMENTITIOUs BACKER BOARD. 4. PATCH ALL EXISTING DRYWA-L SURFACES (CEILINGS AND WALLS) THROUGHOUT AS REQUIRED AND PREPARE FOR 62'-3" ol NEW FINISHES. 5. EXISTING HARDWOOD FLOORS TO BE STRIPPED, SANDED AND REFINISHED. COORDINATE FINISH WITH OWNER. _d" G. REMOVE EXISTING AND PROVIDE AND INSTALL NEW LASE MOLDING, DOOR AND WINDOW TRIM AND GROWN MOLDING MATERIAL 1-HROUGHOUT. COORDINATE STYLE AND COLOR WITH HOMEOWNER. 7. EXISTING GYPSUM BOARD CEILINGS ARE TO REMAIN. PATCH EXISTING AREAS AFFECTED PAY THE NEW WORK. REFER TO FINISH NOTE NO. 3 ON SHEET G-1.1. 8. PROVIDE AND INSTALL NEW INTERIOR DOORS, FRAMES AND HARDWARE AS SELECTED BY OWNER. NO. DATE SUBMISSION _ 1 5. INSTALL NEW LUTRON GASETA WALL SWITCHES AND DEGORA RECEPTACLES THROUGHOUT. ! I 0 11/06/18 1 ISSUED FOR FILING. I RELOCATE EX16TIN6 DOORS I TO MASTER 6R W.IL. _._ __....._................_..._.._.........._......... - -.; _ EXISTING EXISTING DEN .... ...' LIVINC� ROOM .... ___-._ ..__. ------------ -_--__ ._.............._............._._._...._._....._..___.._ 7I 0 i 25 x IZ A 5J 0 0.6 . . Hr I ---.__....._. -- _.................._._._._.._.._...__ --- - . ....... ................... 19 - x 13 8 -GLC Fir Ii EXI5TINO MA60NRY RELOCATE EXISTING DOORS __........_......... ............................__.._......._.... . _. __....._.._...__......._....._........_.. REMOVE EXISTING CHIMNEY AND FIREPLACE TO MASTER 6R W.LG. VINYL FLOORING. TO REMAIN . . ............ REVISION .... I - N A I DEEP HOLE GPEEK � _ I KEY PLAN:LEGEND _....- .. ....... - -- - - � a L — I 1 1 t.... ...__.. ..... .... i....._.. _.... .._._, EXISTING II I I •. IOEXTERIOR WALL CONSTRUCTION (EXISTING) I T IATfiROO - -- -.. _._._ ........f_ - L - - - EXISTING AREA OF WORK 1/2' GYPSLI BOARDI I i.._,_ - ...... _.2-"x4" STUDS @ G" O.G. Ex!sTING Ir-T_k8 0� 2-"x4"2-"x4" DN I� DINING ROOM R-15 FOIL FADEDBATT INSULATION s MUD ROOM I I; ��' I x 14 '- 8 °ae hr 1/Z" PLYWOOD HEATHING 1( Qz 16 4 2 II 0 I �. EXISTING — x — 8 _ae Hrn,.._ .. ....... AIR INFILTRATION BARRIER � �--.I.. . ::-_- _.... ....... _ KITGt1EN I--- -- ---I N 71 EXISTING CEDAR SHINGLE SIDING TO REMAIN J , 1 I � -- -- -..._ J I I I 7 I I h — x 12 8 —ac, rir I I 2 2:'XA" STUDS @ 1(," O.G- EXISTING EXISTING 1/2" GYPSUM. BOARD. (GOTHS SIDES) N I° O 2"X4" STUDS @ I(o' O.G- (NEW) GYPSUM. BOARD. (GOTHS SIDES) - -- - -- r..0 �K K4, 10 ALL FXI5IN6 WINDOWS TO REMAIN, TYP. MACDONALD RESIDENCE LEGEND (EX DENOTES EXISTING) 855 LUPTON'S POINT ROAD EXI5TIN6 WALL TO ISE PEMOVED MATTITUCK, NY 2X'4" o r2"x(v" WD- FRAMING @ 16" O.G. W/ I/2"" GYP. BD. 130T11 SIDES TYP. (U.O.N.) TITLE: , .., 2x4" or 2"x(o" LOAD BEARING WALL (L.B.W.) W/ I/2" GYP. BD. BOTH SIDES TYP. (UO-N.) FIRST FLOOR REMOVAL PLAN SMOKE DETECTOR DATE: 11/06/18 co CARBON MONOXIDE DE EG OR PROJECT NO: - .._............ — DRAWN BY: PG .......... ........._..._._._------ 50 GFM EXHAUST FAN -- -._...._....... CHECKED BY: NM —� PARTITION TYPE - -----------------..._..----_____._.__.__. SCALE.'........................................ .. ............_... ............................ . ..... .. AS NOTED ..................... DRAWING NO: ® 4"X4" WOOD POST U.O.N. FIRST FLOOR REMOVAL PLAN s SCALE: 1/4)'=11-011 _........................ is 4- •�::....<•. �`��;� ..E .4� A R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 P. 631.689.8450 1 E. 631.689.8459 ( vx-%kva.wfcaia.com ARCy�T GONsTRUG-MON NOTEe- GER Mq I. ALL DIMENSIONS TO NEW PARTITIONS ARE TO THE FACE OF THE GYPSUM BOARD WALL. Z 2. INSTALL HARD WIRED, INTERCONNECTED, SMOKE DETECTION ALARM DEVICES PER THE 2016 NEW YORK STATE * .� CES UNIFORM BUILDING CODE / 2015 INTERNATIONAL RESIDENTIAL CODE IN CONJUNCTION WITH THE NATIONAL ELECTRICAL 02EQ a CODE (NEG) REQUIREMENTS- O F NV-. 3. PROVIDE NEW 8MOISTURE RESISTANT GYP. W. @ WALLS AND CEILING IN NEW BATHROOMS. TUI' AND SHOWER AREAS SHAD RECEIVE g' CEMENTITIOUS BACKER BOARD. CONSULTANT: 4. PATCH ALL EXISTING DRYWALL SURFACES (CEILINGS AND WALLS) THROUGHOUT AS REQUIRED AND PREPARE FOR NEW FINISHES. 464 5. EXISTING HARDWOOD FLOORS TO BE STRIPPED, SANDED AND REFINISHED. COORDINATE FINI5H WITH OWNER. (. REMOVE EXISTING AND PROVIDE AND INSTALL NEW BASE MOLDING, DOOR AND WINDOW TRIM AND GROWN MOLDING MATERIAL THROUGHOUT. COORDINATE STYLE AND COLOR WITH HOMEOWNER. -� -� 7. EXISTING GYPSUM BOARD CEILINGS ARE TO REMAIN. PATCH EXISTING AREAS AFFECTED BY THE. NEW WORK. REFER TO FINISH NOTE NO. 3 ON SHEET G—LI. 54, 4' I4„ 4'-10%° 54” 5. PROVIDE AND INSTALL NEW INTERIOR DOORS, FRAMES AND HARDWARE AS SELECTED BY OWNER. NO. j DATE SUBMISSION 9. INSTALL NEW LUTRON CASETA WALL SWITCHES AND DECORA RECEPTACLES THROUGHOUT. 0 111/06/18 ISSUED FOR FILING. �.........._......................._. ..........................._. .. ..................... .... ...._............................................... .......-._._........ —......._..— ----------.._...._....._............................. I ......................._..........._............ .........._..._- ......_.......................... �f CL EXISTING 511ED DORMER ABOVE -_._._...... ----— EXISTING EXISTING ..................._..- .........-------- ----— --...... : " 1 BEDROOM BEDROOM - r 1 ` I 6 b 0 P ^– x I2 � 8 °ae rtr — x IZ — g —GIG HT --...................:......_...._.._...... ................. ------ ...._._..--- ------ I \ I....... ................................................. ...........-.._....................._.........._................._._..._._...................... ............._.. ............ .. i I .....__._....._.........._._........__............. _._......_.. —-------.._._.—�—�—_ ............................._........._........_...._..- ..._................... ............................ j GL. __...........__.......-_._.._................__......._..................... . . ._. O . DATE REVISION a j 1 EXISTING j PARTITION L-EaEND r_1-: - � I MASTER BEDROOM \ _.:__ `..' KEY PLAN: 4 DEEP HOLO CREEK 14 '° x 9 it ct-a HT I , I L._ .......... - . -- - EXTERIOR WALL CONSTRUCTION (EXISTING) AREA OF WORK o D _ _ ....................... _ _ 12 GYPSUM BOARD / DN ........._... ._........ ,� EXISTING --- — � I� EXISTING ATTIC j �iL. ___. �....._................. _:...._::.._.......... ..: i � '' 1 f / ALGE55 N56 VE : /` h 2x4 STUDS @ 1� O.C. REMOVE EXISTING 5 MASTER �ATf1 0 - ..... . .. .. _........ - i o , R-15 FOIL FACED BATT INSULATION VINYL FLOORING. _....... . . . II / I�✓2 PLYWOOD SHEATHING �} _ x 8 _........... .. _.. AIR INF-ILTRATION BARRIER r / EXI5TIN6 5511EED L._.; L I I I G ........................ .................................. ._.._....................---.........._......._............ DGRMER ADNE I GL EXISTING CEDAR SHINGLE SIDING TO REMAIN � _ ........................ ... .. ..... .........._: :.._.........__...... ........._._._........_. . ..........:..:. - — —— — — - I ExISTING I I I ......... i EXISTING _..... I O 2 2'X�'� STUDS @ I�'" OL. (EXISTING ::.:::.:.._.._.._....._._.,__::..-_.:::.:::_:.:.:::___::_.:_:..-.:.,:::._.::::::::::::::::a?_:_:_.,_........ .._......:::.-,:_.-::_::::::::::::::::::-::-::.::::::::::::.... i I j2" GYPSUM. BOARD. (GOTHS SIDES) IAThROG1M1 D OOM r. — x 1 _ —LL6 6 9 0 ._..............._.. .. ..._................._..................._.._....._.._... ........................................................................ I3 — x Io — g —GL6 itr . 0 2„XA” STUDs @ Va" O.G. (NEW) - 1... _--..:::._.-..__. _...._.._.::..� . 4 ' "- ............. ......... - -- .... . ......... ...... 2„ GYPSUM BOARD. (GOTHS SIDES) [_.. ....... ......... . ..... . p1N� R .............................................. .............................. .. - o U P __......_.........................._...... L _ Jl—J _..... ._. ... _. ... .. ...._................... .. ...... 11 k Ilk Ik ALL EX15Ti% WINDON5 TO FEMAIN, TYP. MACDONALD RESIDENCE LEOEND (EX DENOTES EXISTING) ......................... ....-.- EXISTING WALL TO �E REMOVED 55 LUPTON'S POINT ROAD _. ....._... ........_.. MATTITUCK, NY 2X4" or2"'xw" WD FRAMING @ 16" O.G. W/ 1/2„ GYP. BD, BOTH SIDES TYP. (U.O.N) TITLE: r7 2x-}" or 2""x6" LOAD BEARING WALL (L.B.W.) W/ I/2" GYP. BD. BOTH SIDES TYP. (U.ON) SECOND FLOOR REMOVAL PLAN 0 SMOKE DETECTOR CARBON MONOXIDE DE EG OR DATE: 1110611 8 -----— ------- —........_..........- -- -- ..............---- --- co PROJECT NO: - ..............._.....-......................................---_._........._._...... DRAWN BY: PG _.-._...._..............__......_._......-------------------------..._....._..... -- ---........_.-_-._._ F 50 CFM EXHAUST FAN CHECKED BY: NM PARTITION TYPE SCALE: AS NOTED DRAWING NO: ® 4"X4" WOOD P05T U.O.N. SECOND FLOOR REMOVAL PLAN7=/, SCALE: 1/4"=1 )-0)p - ^�• �•i18:::. tri:iv g-.g fi::f•v 3�: f;� risf S lv A R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 P. 631.689.8450 1 F. 631.689.8459 1 Avwnu.wfcaia.com G`5,�IEREOgR t�, ti�pNDFR O 1 * i n � o � ° s44 �- NE CONSUL ALL EXI5Tl% WINDOw5 TO REMAIN, TYP --........... _.. — ---- - -- ----- --- - --- -- -- -- NO. DATE SUBMISSION . ................... ................. ................. ........._...... ................. .. ..... PARTITION LEGEND r.. -- - - --...- -- --- ....._....._ ._.......... _.--- ---- --- --- --- --- -- - -� 0 11106/18 ISSUED FOR FILING. <Z> E<TERIOR WALL GONSTRUGTION (EXISTING) I GL. — --- --,_ -------..........._......._..._......_.._.._............._..-- ------ _.. 1,2 GYPSUM BOARD 2:,x4,, STUDS @ F.-15 FOIL_ FADED BATT INSULATION I,'2'" PLYWOOD St1EATf11NG I _.. . _....._...; --..............._................._.............._......................................................................._........... ............._ I AIR INFILTRATION BARRIER _.............. ................ EXISTING CEDAR S5MINGLE SIDING TO REMAIN Gl. �.......... ............................... .. ......................_.............................................................................. EXISTING DRAWL EXIS IND A ON Y _................ ................... _... A�E GIIIMNEY TO REMAIN 2 2:'X4" STUDS @ I( O.G. EXISTING ........................._.._.. GYPSUM. BOARD. (�,OTI-fs SIDES) b 3O 2'"X4"" STUDS @ 16" O.G. (NEW) NO. DATE REVISION 2' GYPSUM. BOARD. 0 I3TI15 SIDES .... ...... ..._........ _ I/ ( ) I CREEK E16. KEY PLAN: DEEP HOLE C GL {�. ELE \"--EXISTING UNEXCAVATED OEXISTING AREA OF WORK BASEMENT 24 a x U-" 1 _'ae r1r o 77 i u~ EXI5TINO SLA5 TO I �' REMAIN _ Exlsr wow rRAMEP STAIR, LANDING, AND NAWRAIL TO O I I FEMAIN. m UP 14 ; oL_......... ..-........... ..._._.-...... O _ D i............ ................... .._........ ._......__..._ ................. I _ o1NT R a __..._._...... ............... . ............... I-o f, , Sp 6'4" LEGEND (EX DENOTES EXISTING) MACDONALD RESIDENCE ........ ............... EXISTING WA-L TO 6E REMOVED 2x-}" or 2-"x6" WD. FRAMING @ 16" 0.6- 855 LUPTON'S POINT ROAD W/ 1/2" GYP. i3D. �OTf1 SIDES TYP. (U.O.N.) MATTITUCK, NY 2x4" or 2"xw" LOAD SEARING WALL (L.5.W) W/ 1/2" GYP. �,D. POTH SIDES TYP. (U.O.N.) TITLE: SMOKE DETECTOR BASEMENT CONSTRUCTION PLAN GARPON MONOXIDE DETECTOR DATE: 11/06/18 ......._....._................ 50 GFM EXt1AUs .... .............. .. ........ _....__........._...................__......_....._......__....._..... ......_........ i FAN PROJECT. NO: _----..._._......._....._.____..__.............._..._._.._.__---.-.__-- —.._......................._.... ......--..._.....----..... PARTITION TYPE DRAWN BY: PG CHECKED BY: NM 4"X4" WOOD POST U.O.N. SCALE: AS NOTED .................................._.._.... .... .... ........_..._.._....._..........................._.. ..._--..................._..... .................. .......... DRAWING NO: BASEMENT CONSTRUCTION PLAN SCALE: 1/4)1=1 )-03) _..... _. ..__.................._...................._.............----___ .�_..__....._......_._._........_......__.. .._. Kg > A R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 P. 631.689.8450 ( F. 631.689.8459 j w"�,.wticaiixoni GONsTRUGTION NOTES: E�ARc I- ALL DIMENSIONS TO NEW PARTITIONS ARE TO THE FACE OF THE GYPSUM FOARD WALL. y 2. INSTALL HARP RD WIRED, INTTERGONNECTER SMOKE DETECTION ALARM DEVICES PER THE ZOIC NEW YORK STATE UNIFORM FUILDING GODS / 2015 INTERNATIONAL RESIDENTIAL GORE IN CONJUNCTION WITH THE NATIONAL ELECTRICAL N GORE (NEG) REQUIREMENTS. a 9�, s O�� 3. PROVIDE NEW 8" MOISTURE RESISTANT GYP. FD. @WALLS AND CEILING IN NEW FATHROOMS. TUF AND SHOWER C S AREAS SHALL RECEIVE g' GEMENTITIOUS PACKER FOARD. 4. PATCH ALL. EXISTING DRYWALL SURFACES (CEILINGS AND WALLS) THROUGHOUT AS REQUIRED AND PREPARE FOR 6Z_3 NEW FINISHES. 5- EXISTING HARDWOOD FLOORS TO FE STRIPPED, SANDED AND REFINISHED. COORDINATE FINISH WITH OWNER- 1d-d' 26"-d' I�'-' 01 10? G. REMOVE EXISTING AND PROVIDE AND INSTALL NEW FASE MOLDING, DOOR AND WINDOW TRIM AND GROWN MOLDING MATERIAL THROUGHOUT. COORDINATE STYLE AND COLOR WITH HOMEOWNER. ✓].� 7. EXISTING GYPSUM FOARD CEILINGS ARE TO REMAIN. PATCH EXISTING AREAS AFFECTED FY THE NEW WORK. Sv,d REFER TO FINISH NOTE N0. 3 ON SHEET G-II_ �� c 8. PROVIDE AND INSTALL NEW INTERIOR DOORS, FRAMES AND HARDWARE AS SELECTED FY OWNER. NO. DATE SUBMISSION 5- INSTALL NEW LUTRON CASETA WALL SWITCHES AND DECORA RECEPTACLES THROUGHOUT. 0 11/06/18 ! ISSUED FOR FILING. ......_..._...........................................:..........................................._........................_.........__.................................... ................................ I 1 EXISTINGEXISTINe ._......-............_.._.........._.._............_..........= ..._............ - --- ........--...........................__.................._....._..._..--- DEN LIVING ROOM 2 0 - x 3 - 5 -ae rIr 25 � x IZ - 8 °cL� nr �o � o EXI5TIN6 �EARIN6 WALL EXI5TIN6 MA50NRY ..........................._......................................._.... ;._.........................................................._ .._.............................._......._............................ TO REMAIN (V.I.F.) CHIMNEY AND FIREPLACE TOREMAIN _..___...__._.._..----�--- -----._._._..__...._..........................._......_..__..__........_.._..... .... EXISTING 13EARIN6 WAIL � _._.__........... .........................._._......_...;.......... _......_............ . ...... .........._... . _..._.._ __ .......__........... ALIGN f _...................._..............................._...................................................__........._...._....................................................................... ............... 3 TO REMAIN (V-If-) T �. O � I; 3 NO. DATE j REVISION PAR I N LE END 3 EXle IN EX15T. HEADER EXIST. HEADER KEY PLAN: DEEP HOLE CREEK WA 5 i = �AThR - O EXTERIOR WALL CONSTRUCTION (EXISTING) 5 I x l0 8 o�G h n` N EXISTING II/2" GYPSUM FOARD xI wG G4' _ exlsrwG AREA OF WORK STUDS @ 1/o" O.C- __ DN I� KITGhEN — DINING ROOM ' MUD ROOM 7 62 6 B o R-15 FOIL FADED FATT INSULATION e r 1. I3 a x I� g o�� Hr I/2" PLYWOOD SHEATHING x 9 I� 8 °ar, H / o ,AIR INFILTRATION FARRIER CGIAJTERTOP WITH o ALI o 00 77 (EXISTING CEDAR SHINGLE SIDING TO REMAIN �. - CAf(NETS ABOVE @, 8 @, \ (� b O 2"X-}"" STUDS @ I(o" O.G. (EXISTING) 300 -a 1/2" GYPSUM. FOARD. (FOTHS SIDES) CL 0 9"X4" STUDS @ IG" O-C- (NEW) x6'-8., UP I p l VIN GYPSUM. FOARD. (FOTHS SIDES) El IG N 3 l ,S P ►NT Rp 000o i 19 ONCO LUPI CLEAR TEMPERED 6LA55 FRAMElE55 9-10NER ENC4-05I1RE AIS DOOR SWING A66D&Y W/ 55 HARDWARE A5 SELECTED NEW PLUIN6 CHASE 1 Y ONNER 64, 5-0' ALL EX16TIN6 WITON6 TO REMAIN, TYP. MACDONALD RESIDENCE LEGEND (EX DENOTES EXISTING) .::..a..a. n ...,. 855 LUPTON'S POINT ROAD EXISTING WALL TO T REMOVED MATTITUCK, NY 2 x-}" o r2"xG" WD. FRAMING @ 1/" 00- W/ 1/2" GYP, FD. FOTH SIDES TYP. (U.O.N.) TITLE: 2x4" or 2"x6" LOAD FEARING WALL (L.F.w) FIRST FLOOR W/ I/2' GYP. FD. FOTH SIDES TYP. (U.O.N) CONSTRUCTION PLAN SMOKE DETECTOR DATE: 11/06/181 1/06/1$ CARFON MONOXIDE DE EG OR PROJECT NO: - ...... .....- DRAWN BY: _..... ---------- PG ............ ........................_......................_._..._.......... ... ......_.............._..............._......_. _._..........._._......_....... ..._... F 50 GFM EXHAUST FAN CHECKED BY: NM —� SCALE: AS NOTED PARTITION TYPE DRAWING NO: ® 4"X4" WOOD POST U.O.N. FIRST FLOOR CONSTRUCTION PLAN l SCALE: 1/4'7=1 )—O" _............................. ......._.. w'L { ��?i}a? .iii \.�v��}• N. A R C H I T E C T S 12-1 TECHNOLOGY DRIVE, SETALIKET, NY 11733 P. 631.689,8450 1 F. 631.689.8459 1 vawtiv.wfcaia.com GONSTRUGT-ION NOTES: .�EREogRc I. ALL DIMENSIONS TO NEW PARTITIONS ARE TO THE FADE OF THE GYPSUM FOARD WALL. A S P THE 20/v NEW YORK STATE * z ( o r 2. INSTALL HARD WIRED, INTER(ONNE6TEP, SMOKE DETECTION ALARM DEV GE PER I N UNIFORM FOIL PING CODL / 2G15 INTERNATIONAL RESIDENTIAL GORE IN CONJUNCTION WITH THE NATIONAL ELECTRICAL 69 GORE (NEG) REQUIREMENTS- 04 3. PROVIDE NEVI/ g" MOISTURE RESISTANT GYP. FD. @ WALLS AND CEILING IN NEW FATHROOMS. TUF AND SHOWER AREAS SHALT_ RECEIVE 8' GEMENTITIOUS PACKER FOARD, CONSUL 46' d' lo A- PATCH ALL EXISTING DRYWALL SURFACES (CEILINGS AND WALLS) THROUGHOUT AS REQUIRED AND PREPARE FOR NEW FINISME:S- 5. EXISTING HARDWOOD FLOORS TO FL STRIPPED, SANDED AND REFINISHED. COORDINATE FINISH WITH OWNER. 2d d' 2�4 10 6. REMOVE EXK:-:'TING AND PROVIDE AND INSTALL NEW FASE MOLDING, DOOR AND WINDOW TRIM AND GROWN MOLDING MATERIAL THROUGHOUT. COORDINATE STYLE AND DOLOR WITH HOMEOWNER. 7. EXISTING GYPSUM FOARD CEILINGS ARE TO REMAIN. PATCH EXISTING AREAS AFFECTED FY THE NEW WORK. REFER TO FINISH NOTE NO. 3 ON SHEET 0-1.1. 8. PROVIDE AND INSTALL NEW INTERIOR DOORS, FRAMES AND HARDWARE AS SELECTED FY OWNER. NO. DATE SUBMISSION 9. INSTALL NEW LUTRON CASETA WALL SWITCHES AND DECORA RECEPTACLES THROUGHOUT. 0 I 11/06!18 ISSUED FOR __..............._ FILING. AL1 ALIGN I �RCQo�v � IPROPOEEP _ b W LG EXISTING 511ED W I G GL1 ..._....__............,__._._.._--_... ---- ------------ — k e 3 e 9 Ea-(,rrr DORMER ABOVE ............ .. RFLOG TED EXI6TINo exisrlNO ExisTIN� ..... _ DOOR FROM LIVING R00\v BEDROOM �DRDOM b x IZ b PJ CL( f17 13 A x IZ b g GL6 rn --.._......._....i...._..........._._. _.._...._..-------- —-----... 1_gl� o .................................. ............................................_...................._._._._.................._......_.....__.._. ........ EX I ST I NCS10 __......................................__.._.__...._.._... ...........------ 01 ------------- MASTER QED OOM EXI6TINO FEARING WAIL . ..............................._.__...............-.... ._.._............._...._................_.... 14 10 x 19 I I °ar, HTGL. TO REMAIN (V I F) :. _._ .. : .::........_............. .................. J.1 ......................................... y ..........._..... - ..........._..._ ........................._....._..._.._.._ . ....: PARTITION LEGEND ATEREVISION , ........... KEY PLAN: DEEP HOLEcREEK LINEN f., r- I GL. ............ ......_ . _......... ._...._....... __......................... .............. EXTERIOR WALL CONSTRUCTION EXISTING 6N0- I EXI5TIN& ATTIC I �. a............................ .A„V V YY _ ( ) �`�� _... - .... AREA OF WORK O6 d 1' �<, 2 6 xb 8 I ACCESS A30VE I _.:..._..... _...... _....._... .. 1/2 GYPSUM FOARD �� I z ......._....._.................. ................. 2"x�}" STUDS @ I� O.G. \ ExisTIN� P _. ...._.._ 6, .... .. ........ __ R-15 FOIL FACED FATT INSULATION . � MASTER �ATf1R00M 8-- _ ' �h: %1h , 3 jI 1/2 PLYWOOD SHEATHING 5b _... ::::::::::::::: ..... .. .. . . . .. - x I8 - 8 0-CLO fir APR INFILTRATION FARRIER SEAT ' SS G TO REMAIN EXI5TIN6 90--- -)LE EXISTING CEDAR MINIDN ..__....... ._....._.._..............._ ,...._.. - -i- DORMER AVE .... ........................................................ 0 BEDROOM �A 1p— 'rte � .. .......... .. � 2 2'"x�" sruDs @ 1�" o.G. EXISTING _.._.._ . 0 55 6 9 0 ( F GI�AR TEMPERED GiA BANGLE 0 1 3 _._.......... _ 0 _ 8 _ ..... . . _.__.... --..._ EXIST C� I x GL6 fir _._... 1/1 GYPSUM. FOARD- (FOTHS SIDES) 5f10V�11=R ENGLG�URE AND POOR SWING _.........._............._..._.......... _........_. � ;;.. ..._...:_;;;:;;;;;;;;;;:::::::::_::::::::-:::;;;;.:.: O A6'F-M�LY W/ HARDWARE A5 SELECTED ........._:- _. ............... J WHR00M - ._.PY ........._....:............ . OWNER 3 2,"0' STUDS @ 1� O.G. (NEW) a _ - /2„ GYPSUM. FOARD. (FOTHS SIDES) ......... 0N.s F0 GL. All EXI6TINC6 WINDOWS TO REMAIN, TYP. No MACDONALD RESIDENCE LEGEND (EX DENOTES EXISTING) 146TIN6 WAIL TO FE REMOVED 55 LUPTON'S POINT ROAD MATTITUCK, NY 2.X4" or 2"x(o" WD. FRAMING @ 1/v" O-G. W/ 1/2" GYP. FD. FOTM S I DES TYP. (U-0-N) TITLE: 2x4" or Vx/v" LOAD FEARING WALL (L-F.W) SECOND FLOOR W/ I/2"' GYP. FD. FOTH SI DES TYP. (U.O N) CONSTUCTION PLAN 0 SMOKE DETECTOR DATE: 1110611 r GARFON MONOXIDE DE EG OR PROJECT NO: ....................._._._.............................................................. .........._......................... ..__...._................................_.......... .. DRAWN BY: _.._._._.. ..-..............._.._....... ..................._.......... _.__...--- _......_. F 50 GFM EXHAUST FAN CHECKED BY: SCALE: —� PARTITION TYPE - DRAWING NO: ® 4"X4" WOOD POST U.O.N. 1 SECOND FLOOR CONSTRUCTION PLAN SCALE: 1/4"=V-0" ROOF RAFTERS. SEE PLAN FOR SIZE AND LOCATIONS. LVL BEAM SIMPSON STRONGTIE 117 FRAMING STRAPS ON EACH RAFTER. AS PER ROOF RIDGE. SEE PLAN ~ MANUFACTURERS SPEUFOR SIZE ANDFIGATIONS. � LOCATIONS. (TYPICAL) v 6IMP60N STRONGTIE i3EAM TO ti`titi COLUMN CONNECTOR. INSTALL IN ACCORDANCE WITH MANUFACTURERS SIMPSON MODEL LSTA o SPEGIFIGATIONS. (TYPICAL) (3424" LONG RIDGE STRAP. 000 DOUR!E FOP PLATE I i7 NOTE: ° HI, H7 OR 118 METHODS ARE A66EPTA�L1=. IF o° H7 METHOD IS UTILIZED, STUD TO TOP PLATE 0° DETAIL G GAN PE OMITTED.� A R C H I T E C 'T' rJ ROOF RAFTERS. SEE WD POST PLAN FOR SIZE AND 12-1 TECHNOLOGY DRIVE, SETALTKET,NY 11733 LOCATIONS. P. 631.689.8450 1 F. 631.689.8459 -wxvw.wtcaia.com SIMPSON STRONGTIE MODEL 117 4X-4 POST: SIMPSON STRONG TIE MODEL: 6,64.4 4x(o POST: SIMPSON STRONG TIE MODEL: GGA}/ ROOD RAFTER TO TOP PLATE STUD DETAIL ROOF RAFTER TO RIDGE SEAM DETAIL A(a POST: 6IMP60N STRONG TIE MODEL: 06�� A \5'( LE ARCS, POST TO >3EAM DETAIL MID SUPPORT) �� ODER 4f W 2 _ I WD f5EAM N ROOF RAFTERS. SEE PLAN FGR S T 9 -- .i ._ ..._ — ------- -- ---......................_....---- ANP LOCATIONS. T WALL STUDS. SEE SECTION. 6IMP60N STRONGTIE GALVA SIMPSON STRONGTIE ANCHOR ON COLUMN GAP. INSTALL IN EACH RAFTER. AS PER ACCORDANCE WITH MANUFACTURERS MANUFACTURERS SPECIFICATIONS. SPECIFICATIONS. (TYPICAL) (TYPICAL) o °o DOUI�LE TOP PLATE OR t5EAM ° 0 o° WD POSTNO. DATE SUBMISSION PRESSURE TREATED SILL — o° 0 11/06/18 ; ISSUED FOR FILING. .._.......................... ............... .. ......._........................ ... ...... ............................... PLATE. 0 0 4X4 POST: SIMPSON STRONG TIE MODEL: E6644SIMPSON STRONGTIE MODEL HI °° -- ---------..._...__.._._1..........._._.__..._._._._.._......_.._...._.............____..__._.._.._.___._._—_._..._—.. 00 4X6 POST: SIMPSON STRONG TIE MODEL: E6646 .__............................ . ................_.............._...................._.............................._ °° 6Xw POST: SIMPSON STRONG TIE MODEL: ECC/v/ POST TO SEAM DETAIL ROOF RAFTER TO TOP PLATE/1ND SEAM DETAIL G6-16 STRAPPING 2-4" LONG APPLI - UNDER THE SILL PLATE AND UP THE �J FADE OF THE STUDS, TYPICAL ..... . ....... ............................ _..........._................................. ................ I. NO. DATE ( REVISION A'X�" WD POST ROOF RAFTERS. SEE PLAN FOR ® AND LOCATIONS. KEY PLAN: DEEP HOLE CREEK SIMPSON STRONGTIE COLUMN LASE. INSTALL IN ACCORDANCE WITH DOUBLE TOP PLATE OR WD AREA OF WORK SruD ro RIM JolSr RlM JOIST TO SILL PLATE DETAIL MANUFACTURERS SPEGIFIGATIONS. SEAM ' J (TYPICAL) ° p °o ; MINIMo ° 3"" UM i 1 O 00 o a°°0 SIDEGOVER 7� o°°o ° 00 ° (2"" FOR LC f�) `7 hG REINF POURED CONCRETE °o ° 0 0� i SI'MPSON STRONG TIE MODEL: 1-0>44}A R6P4 Q ''. EXTERIOR NOTE: H8 , ALL EXTERIOR USE STRAPS BRACKETS COLUMN GAPS COLUMN i3ASEs ETC. SIMPSON STRONGTIE ANCHOR ON 2 X 4 CONTINUOUS LATERAL RAGING SMALL ttE GALVANIZED STEEL EACH STUD. AS PER MANUFACTURERS ., @ 4" O.G. SPECIFICATIONS. (TYPICAL) S pp1NT RD FASTENER NOTE: Pl2-T6 OR MACHINE DOLTS (MSS) ARE TO f5E STRUCTURAL QUALITY THROUGH BOLTS (NOT LAG SCREWS OR CARRIAGE 150LT6) EQUAL TO OR NOTE: Lw t�ETFER THAN ASTM STANDARD A307, GRADE A. EITHER METHOD A6GEPTAf5LE 10-8d NAILS � EXTERIOR POST TO CONCRETE DE=TAIL G STUD TO TOP PLATE DETAIL ROOF RAFTERS. SEE PLAN FOR SIZE AND 5d COOLERS NAILS GAf5LE END LOCAT I ONS. M A C D O N A L D RESIDENCE @ 10" O.G. 6IMP60N STRONGTIE JOIST HANGER. INSTALL AS PER MANUFACTURERS 2 XLOGK NAILED SPECIFICATIONS. (TYPICAL) SIMPSON STRONGTIE STRAP. INSTALL TO EA.GH 13RAGE W/ b—lOd NAILS AS PER MANUFACTURERS 855 LUPTON'S POINT ROAD ro SPECIFICATIONS. (TYPICAL) ° ° b °o° MATTITUCK, NY 112" GYPSUM BOARD b ° ° 5d COOLERS NAILS ° ° @ 7" O.G. SIMPSON STRONGTIE MODEL LU28 ° ° TITLE: 10-8d NAILS DOUBLE TOP PLATE FRAMING DETAILS 20 GAGE STEEL STRAP (OR SEAM AS PER SEDT I ON A) ENDWALL STUDS DATE: 11/06/18 ..................................................... SIMPSON STRONGTIE MODEL H8 --- PROJECT NO: _ -- -----..._...-........--........ ------- DRAWN BY: PG ...................................._.... .... .............. ........ _... CEILINGIZAGIN6 AT 6A�LE END WALL TYPICAL JOIST fANC�ER DETAIL ROOD RAt=TER TO TOP PLATE DETAIL CHECKED BY: NM SCALE: AS NOTED DRAWING NO: 1 FRAMING DETAILS SCALE: AS NOTED WINDOWS LARGER T WIDE ATTACH KING MIN WD THICKNESS �}-I/2" U TYPICAL RAFTER TO TOP ST DS TO TOP PLATE PLAT O SHEAR WALL HOLD-DOWN DOUBLE TOP E G NNEGTOR AT OPENINGS WITH (2) <.:r.. .� .�..,. PLATE CONNECTOR 1�Y SIMPSON /2 SPADE FOR HOLD DOWN WD POST, WITHIN WALL SIMPSON STRONG TIE .f .r INSTALLATION CONNECTOR MODEL TYPICAL WINDOW TYPES: STRONG TIE MODEL CONSTRUCTION, TYPICAL. ATTACH KING STUD TO TOP PLATE HDG�B-SDS3 SEE PLAN FOR LOCATIONS AT TYPICAL BOTH AT OPENINGS WITH SIMPSON STRONG CORNER STUD CONNECTED TO SIDES TRANSFER SHEAR TIE CONNECTOR MODEL SPH , TYPICAL BOTH SIDES v. ° ° ° (2) 16P AT 6"" OG 00 °° 0 0 VERTICALLY, TYPICAL ° I T E T .�' ° INSTALL (2) SIMPSON °° 0, VIF 12-1 TECHNOLOGY DRIVE, SETAUKET, NY 11733 0 STRONG-TIE MODEL 'GSI6' �_ END WALL ON EACH SIDE OF WD °° TYPICAL STUD TO TOP P. 631.689.8450 1 F. 631.689.8459 1 www.wfcaia.com FRAMING ° ° NOTE: PLATE CONNECTOR. SEE 0 ° POST, TYPICAL °° SHEATHING NOT DOUBLE HEADER. 5E DETAIL ° °° SHOWN FOR CLARITY PLAN FOR SIZE AND ,�ERED q� ° ° ° LOCATIONS. HEADER TO JACK STUD G�9 ANDER C'S' CONNECTION, SIMPSON 1' Mqo WINDOWS LARGER THAN STRONOTIE LSTA21, C� 6"-d" WIDE USE SIMPSON JACK STUD TYPICAL. ,F z y STRONG TIE MODEL CLEAR "661V15TI6", TYPICAL BOTH FULL HEIGHT ' INSTALL 2X SOLID WD SPAN SIDES KING STUD s BLOCKING, BETWEEN FN FLOOR TYPICAL AT ALL 2X WINDOW SILL LOAD BEARING POSTS PLATE CONSULTANT: BOTTOM PLATE ° ° °. ° NEW RIM JOIST ° ° ° TYPICAL INSTALL 2X SGLID PROVIDE MINIMUM (" END ° NEW STUD TO RIM JOIST BLOCKING, TYPICAL DISTANCE ° ° ° CONNECTOR SIMPSON FOR ENTIRE LENGTH EXISTING WALL ° STRONOTIE 16TA-21" AT OF SHEAR WALL FRAMING c EXISTING DOUBLE TOP 32" O.G., TYPICAL FASTEN WITH (26) IOd PLATE, VF NO. DATE SUBMISSION NAIL IN ACCORDANCE WITH MANUF INSTALLATION ° o °° d, 7/8' DIA. THREADED ROD 0 11/06/18 ; ISSUED FOR FILING. < I BETWEEN FLOOR INSTRUCTION, IN EACH TYPICAL WINDOW TYPES: END. TYP SIMPSON STRONG TIE MODEL „6516", TYPICAL BOTH SIDES ................... ........._..._.._......_............._....}......._............................._..........................................................................._.._. I EXISTING STUD TO RIM ............. .................................. . ......................_..........................._..................__......_..........._..... WD POST, TYPICAL EXISTING ZX FRAMING TO JOIST CONNECTOR .:::::- 6IMP60N STRONOTIE _...::::_:-- -. .._............... ::r _--------- REMAIN LSTA-21" AT 32" O.G., - -....__..........__..........__........._... ---.......... - ......_......._..... ------ TYPICAL _....... .. .. ............ ......... . BETWEEN FLOOR SHEAR WALL HOLD-DOWN GONNEGTOR DETAIL BETWEEN FLOOR 511EAR WALL 110LD-DOWN CONNECTOR DETAIL TYPICAL �LTWEEN FLOOR CONNECTOR DETAIL NO. DATE ! REVISION KEY PLAN: DEEP HOLE CREEK WINDOWS LARGER Tt1A 6'-d" WIDE ATTACH KING AREA OF WORK STUDS TO TOP PLATE "SIMPSON" AT OPENINGS WITH (2) DOUBLE TOP a , HDQg_SDS3 SIMPSON STRONG TIE PLATE ATTACH KING STUD RO TOP PLATE CONNECTOR MODEL AT OPENINGS WITH SIMPSON STRONG o SPH-}, TYPICAL 130TH TIE CONNECTOR MODEL SPH }, 77 0 SIDES TYPICAL BOTH SIDES 0 0 ZA 1 0 ° Q d ' "SIMPSON"" 1-67A15, TYPICAL. �" p DOUBLE HEADER. SE SINGLE STRAP APPLICATION S PoloT R PLAN FOR SIZE AND SHOWN. MULTITUDES MAY BE 4UpYON' LOCATIONS. USED WINDOW TYPES LAR JACK STUD FULL HEIGHT THAN 6'-d' WIDE USE KING STUD 6IMP60N STRONG TIE MODEL "61VIISTI(o", TYPICAL BOTH SIDES 2X WINDOW SILL PLATE PROVIDE SOLID BOTTOM PLATE BLOCKING AT ENDWALL MACDONALD RESIDENCE 7/8" DIA. THREADED ROD PRESSURE TREATED SILL 855 LUPTON'S POINT ROAD EMBEDDED INTO PLATE. CONCRETE W/ "SIMPSON" ET MATTITUCK, NY (111011 STRENGTH EPDXY ADHESIVE) TYPICAL WINDOW TYPES: 66-16 STRAPPING 30" LONG TITLE: APPLIED UNDER THE SILL PLATE NOTE: AND UP THE FADE OF THE STUDS, I, PROVIDE HOLD DOWN AT END OF EACH SEGMENTED SHEAR WALL. TYPICAL 130TH SIDES. SEE DETAIL FRAMING DETAILS J/A52, TYPICAL 2. PROVIDE HOLD DOWN WHERE SHEAR WALL TERMINATES IN A CORNER. 3. SEE PLANS FOR DIMENSIONED LOCATIONS OF SHEAR WALL MARKED "SW" DATE: 11/06/18 ............................................. ......................................_............ ................. PROJECT NO: - — -- FIRST FLOOR e1 E-AR WALL HOLD DOWN GONNEGTOR DETAIL TYPICAL FIRST FLOOR CONNECTOR DETAIL DRAWN BY: PG G CHECKED BY: NM ....-..... _ -------- ._......._.....__... - ........-._.. SCALE: AS NOTED ............................................................................... _......._... DRAWING NO: PRk FRAMING DETAILS /A rav5..- 2­1 1 .......................... ........... ............................................................................. SCALE: AS NOTEID