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51068-Z
aof 8o(/lyo!° Town of Southold * * P.O. Box 1179 53095 Main Rd UK", ' Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46828 Date: 01/29/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND ALTERATION Location of Property: 260 Deer Dr Mattituck, NY 11952 Sec/Block/Lot: 114.4 0-2 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 08/05/2006 Pursuant to which Building Permit No. 51068 and dated: 08/14/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations to an existing single-family dwelling as applied for. The certificate is issued to: James Deerkoski , Dawn Deerkoski Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51068 3/7/2025 PLUMBERS CERTIFICATION: Aut oV gnature i TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERKS OFFICE • fi 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#: 51068 Date: 8/14/2024 Permission is hereby granted to: Deerkoski, James 260 Deer Dr Mattituck, NY 11952 To: UNHEATED DORMER ADDITION TO EXISTING SINGLE FAMILY DWELLING PER TRUSTEES APPROVAL AS APPLIED FOR.REPLACES EXP. BP#46466 At premises located at: 260 Deer Dr, Mattituck SCTM #473889 Sec/Block/Lot# 114.-10-2 Pursuant to application dated 8/5/2006 and approved by the Building Inspector. To expire on 2/13/2026. Fees: PERMIT RENEWAL $200.00 Total: $200.00 Building Inspector TOWN OF SOUTHOLD o�SUFFo� BUILDING DEPARTMENT TOWN CLERK'S OFFICE y • 0� � SOUTHOLD, NY L� 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#: 46466 Date: 6/23/2021 Permission is hereby granted to: Deerkoski, James 260 Deer Dr Mattituck, NY 11952 To: UNHEATED DORMER ADDITION TO EXISTING SINGLE FAMILY DWELLING PER TRUSTEES APPROVAL AS APPLIED FOR.REPLACES EXP. B.P. # 36823 At premises located at: 260 Deer Dr., Mattituck SCTM #473889 Sec/Block/Lot# 114.-10-2 Pursuant to application dated 6/23/2021 and approved by the Building Inspector. To expire on 12/2312022. Fees: PERMIT RENEWAL $200.00 Total: $200.00 Building Inspector .� TOWN OF SOUTHOLD ��o�SUf�ot��oGy BUILDING DEPARTMENT y TOWN CLERK'S OFFICE Wo . SOUTHOLD, NY y o` „ � 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#: 36823 Date: 11/18/2011 Permission is hereby granted to: JAMES & DAWN DEERKOSKI 260 DEER DRIVE MATTITUCK, NY 11952 To: UNHEATED DORMER ADDITION TO EXISTING SINGLE FAMILY DWELLING PER TRUSTEES APPROVAL AS APPLIED FOR.REPLACES EXP. B.P. # 34761 At premises located at: . 260 DEER DRIVE MATTITUCK SCTM # 473889 Sec/Block/Lot# 114.-10-2 Pursuant to application dated 6/9/2009 and approved by the Building Inspector. To expire on 5/18/2013. Fees: PERMIT RENEWAL $75.00 Total: $75.00 �� Building Inspector TOWN OF SOUTHOLD c BUILDING DEPARTMENT TOWN CLERK'S OFFICE "py • � 5 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#: 36823 Date: 11/18/2011 Permission is hereby granted to: JAMES & DAWN DEERKOSKI 260 DEER DRIVE MATTITUCK, NY 11952 To: UNHEATED DORMER ADDITION TO EXISTING SINGLE FAMILY DWELLING PER TRUSTEES APPROVAL AS APPLIED FOR.REPLACES EXP. B.P. # 34761 At premises located at: 260 DEER DRIVE MATTITUCK SCTM # 473889 Sec/Block/Lot# 114.-10-2 Pursuant to application dated 6/9/2009 and approved by the Building Inspector. To expire on 5/18/2013. Fees: PERMIT RENEWAL $75.00 Total: $75.00 1 2S . po c- Building Inspector FORM NO. 3 .TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT' MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF. THE WORK AUTHORIZED) PERMIT NO. 3.4761 Z Date JUNE 9, 2009 Permission is hereby granted to: JAMES & DAWN DEERKOSKI 260 DEER -DRIVE MATTITUCK,NY 11952 for UNHEATED DORMER ADDITION TO EXISTING SINGLE FAMILY DWELLING PER TRUSTEES .APPROVAL AS APPLIED FOR. REPLACES, EXP BP # 3,2528 at premises located at 260 DEER DR MATTITUCK County Tax Map No. 473889 Section 114 Block 0010 Lot No. 002 pursuant to application dated JUNE 9, 2009 and approved by the Building Inspector to expire on DECEMBER 9, 2010 . Fee $ 150 . 00_ � f Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32528 Z Date NOVEMBER 29, 2006 Permission is hereby granted to: JAMES J DEERKOSKI MATTITUCK,NY 11952 for UNHEATED DORMER ADDITION TO EXISTING SINGLE FAMILY DWELLING PER TRUSTEES APPROVAL AS APPLIED FOR at premises located at 260 DEER DR MATTITUCK County Tax Map No. 473889 Section 114 Block 0010 Lot No. 002 . pursuant to application dated NOVEMBER 15, 2006 and approved by the Building Inspector to expire on MAY 29, 2008 . Fee $ 150 . 00 Authorized Signature COPY Rev. 5/8/02 of so�ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �0 Oi+JNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: James Deerkoski Address: 260 Deer Dr City: Mattituck St: NY Zip: 11952 Building Permit#: 51068 section: 114 Block: 10 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: AS BUILT License No: SITE DETAILS Office Use Only Indoor rV—!J1 Basement I Service r Solar (— Outdoor 1st Floor r Pool r Spa r Renovation I 2nd Floor 171 T Hot Tub r Generator (- Survey r Attic r Garage Battery Storage INVENTORY Service 1 ph F, Heat Duplec Recpt 11 Ceiling Fixtures Bath Exhaust Fan Service 3 ph r Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 10 CO Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 1 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 10 4-LED Exit Fixtures :J Other Equipment: Mini split w/(2)Blowerheads Notes: AS BUILT NO VISUAL DEFECTS " Finished Bedroom And Bath Over Garage r• Inspector Signature: X Date: March 7, 2025 Sean Devlin Electrical Inspector sean.devlina-town.southold.nv.us 260DeerFROG OF SO(/lyolo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ].- FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATIL-m- FIREPLACE & /CAULKING. [ ] FRAMING /STRAPPING [ FINAL 'S/ [ ] CHIMNEY [ ] FIRE SAFETY INSPECTION [ :] FIRE RESISTANT CONSTRUCTION [. . ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Lz 9-�7 1) • • l i • DATE INSPECTOR ho�aOF SO(/lyo� �r 'Z,(o 0 Teez # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 1NSPECTIO'N [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND - [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ' DATE 7 INSPECTOR - rF SOUTyOIo - �o bee Lvo- In V1,r v' 1 TOWN. OF SOUTHOLD BUILDING DEPT. cou ,� 631-765-1802 INSPEC ON [ ] FOUNDATION 1.ST/ REBAR [ ROUGH PLBG. [ ] FOUNDATION.2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ` [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE 0 y[ v J INSPECTOR JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 •,.4 �s 2 Date: February 25 2025 FED 2 To: Town of Southold Building Dept. Re: Framing/Strapping/Insulation/Plumbing Inspection Permit#51068 260 Deer Dr. Mattituck,NY 11952 To Whom It May Concern: #` This letter certifies that Framing, Strapping, Insulation, and Plumbing inspections were performed on the above mentioned Garage Dormer and all framing, Strapping, Insulation, and Plumbing work were installed as per plan and Per New York State Building Code. Also a pressure test was performed on the plumbing systems. Any questions feel free to call. ncerely, NEIV J es Deerkoski P.E. 0'p C) f V .50 A��FESSXON 'r x FIELI INSPECTION REPORT DATE I COMMENTS FOUNDATION(1ST) 0 ------------------------------------- FOUNDATION(2ND) a o ROUGH FRAMING& PLUMBING INSULATION PER N.Y. — y STATE ENERGY CODE oe Ind Mal- FINAL + n ADDITIONAL COMMENTS 0 I Z cu o� 0�°�f O O Y ice Pit -m e D re ell. 0ILI �- t o x �y x b y 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 Buildin :Plans TEL: (631) 765-1802 Planning Bo approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check 0' Septic Form N.Y.S.D.E.C. Trustees ' Examined ,20 fl�1 Contact: Approved f ,20 Mail to: Disapproved a/c % Phoneegk— 7�� Expiration ,20 c� yAuilding Inspector f�,G 3t1. I _ - APPLICATION FOR BUILDING PERMIT Date c-i 'Y , 20 O.fo INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall ecpire 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. ,q.MES _J JA . (Signature of applicant or name,if a corporation) Zoo© +�G - J�2�v�, M-4M \XC (Mailing address of applicant) State whether applicant ' ow , lessee, agent, architec gineer eneral contractor, electrician,plumber or builder V13 r5 IL— tv so 1 if Name of owner of premis 4yn li�=s ��--- (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: Zoo 17eF-(L- '-MA 1'1 T llX-A,� House Number Street Hamlet County Tax Map No. 1000 Section 1 1A Block „�,,,, ow;:,, Lot Subdivision Filed Map,-Na. rla4a?'�u'r�+ tc°'���•3{A:�U 'ttflDiR (Name) i : v F1df :J 011)2 -C41!^wiY2iti -•_'L� .�i: <`11iR:•�J IlUl22e1'!l 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Zr--S1 o b. Intended use and occupancy ksf-�1 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work e;---" (Description) 4. Estimated Cost 00"C7 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars C 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front -j 5 Rear Depth :32 Height 30 Number of Stories Dimensions of same structure with alterations or additions: Front T; Rear-25 Depth 3'Z Height `3O Number of Stories 8. Dimensions of entire new construction: Front 'I Rear Depth 3-2— Height :!2 o Number of Stories [' z- 9. Size of lot: Front q-7 Rear Depth I 10. Date of Purchase i`�)%o Name of Former Owner TM Ce �eEZNkZc,v 11. Zone or use district in which premises are situated t• 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO. ' 13. Will lot be re-graded? YES NO?�Will excess fill be removed from premises? YES NO�r 14. Names of Owner of premises h T;MVc ddress 2bO 0e71)-0Z'),f--Phone No. el-2 q � ")3 Name of Architect 5,A"4;—:: Address j\ Phone No Fl�rna✓ °,�"� Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES '� NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_7 _NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: .^ L�rs12�rDSV COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of indivi �lllgning 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. Sworn t efore me this day of J,,jj 20 eP Nota Public Signatu4Qf Ap licant PA?RICIA CORWIN FA1RICIA CORMN f4dw Pumic I� New YO�Notery Publir.. State of New York No.01b"0 017852 No 'G 52 Quaft m Suffolk County Qualified in'SunOIK County Comtr�ssion Expires Sept.113,_ ssion Expires Sept.13, - ,a fl 4 James F. King, President ��q S0Uryo Town Hall Jill M. Doherty,Vice-President ,`O l0 53095 Route 25 Peggy A. Dickerson P.O. Box 1179 Southold,New York 11971-0959 Dave Bergen �� Telephone(631) 765-1892 Bob Ghosio,Jr. ���10DUNT`1, Fax(631)765-6641� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD li Permit No.: 6480A ;I DEC 4 20� Date of Receipt of Application: October 27, 2006 Applicant: James & Dawn Deerkoski SCTM#: 114-10-2 Project Location: 260 Deer Dr., Mattituck Date of Resolution/Issuance: November 15, 2006 Date of Expiration: November 15, 2008 Reviewed by: Board of Trustees Project Description: To construct a dormer over the existing garage. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the plan prepared by James Deerkoski dated December 27, 2005 and survey prepared by Roderick VanTuyl dated March 13, 1996. Special Conditions: Final inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. c� Jam s F. King, Presid nt c so Glenn Goldsmith, President ®� Dry Town Hall Annex 54375 Route 25 A.Nicholas 1{rupski,Vice President P.O. Box 1179 Eric Sepenoski fag Southold,New York 11971 Liz Gillooly - Telephone(631) 765-1892 Elizabeth Peeples ♦ yC1 Fax(631) 765 G(i91 BOARD OF TOWN TRUSTEES AUG 1 4 2024 TOWN OF SOUTHOLD Building Department Town of Southold July 18, 2024 Martin Finnegan, Esq. PO Box 1452 Mattituck, NY 11952 RE: JAMES J. & DAWN M. DEERKOSKI 260 DEER DRIVE, MATTITUCK SCTM# 1000-114-10-2 Dear Mr. Finnegan: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, July 17, 2024: RESOLVED that the Southold Town Board of Trustees grants a One (1) Year Extension to Wetland Permit#9919, as issued on June 16, 2021. This is not an approval from any other agency. If you nave any questions, please do not hesitate to,coritaU this offiee. Sincerely, Glen ith, resident Board of Trustees GG/ec f reii�Yi'i � +`iC`iyr�•.•' ati?iyi-. •. - ii •r• ;zaf'lii�iii• -- —� �otii iii•`•.. _ +0�70i�•.M1• '�, `•' •°// 91°0i; — `'^p0 1 i•0 I4 19^r^ - 1 ��^i�.- y f + F a•1C/ / •ri• ate'^•1/ 11 rV.\ 9 11 OOp• .°�1 /�I�Y�p.• 2yN 0 1 �.e$°i1 j _ 'q\ 9 � _ ql /�1 :.��� �.� .•.� _'� �o•� .e - SSA � ,a°' ia• 'a••,♦ .�,io � ,��U'�•Q,nfgrny'g�•�•��'•.'l'�lSh•'Y9n4w•.nn.rrn,nnllnn•.V/n,.4!;!!9.�V�A'Dnpuco,,,�A^y�tll�rt6�::d5.0ry4Y�:�3CL'YC'M1�y3'2'�q•:ROLu.0 tti n.VIM1!??ri!+1;,'`'r�''!!S?n'1lSSp!5!lUl'�.YC���4^J'Jn�X�YV•'„uur!`k41�!'1M1R?Y'u'lM'JA�Yg�i�y'0S!:\M1i\Stt'y<gL'"R%hk.}�/ �• . c Are/{ ?! 1/,e• BOARD OF SOUTHOLD TOWN TRUSTEES r SOUTHOLD,NEW YORK z PERMIT NO.9919 DATE: JUNE 16,2021 re Kill- ISSUED TO: JAMES J.&DAWN M.DEERKOSIU r°rl�•' .L PROPERTY ADDRESS: 260 DEER DRIVE,MATTITUCK r > SCTM#1000-114-10-2 ° 2 . AUTHORIZATION . sg1M Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in ++►v . •\; e0� accordance with the Resolution of the Board of Trustees adopted at the meeting held on June 16,2021, and in Is 08 a consideration of application fee in the sum of$250.00 paid by James J. &Dawn M. Deerkoski and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and 4Je° >% permits the following: k Wetland Permit for the existing 2,628sq.ft. single-family, two-story dwelling with ♦ Of,ff - n rr%0i a attached garage, 324sq.ft. covered front entry porch; remove as-built 387sq.ft. rear • deck 202sq.ft. rear screened porch, 130sq.ft. retaining wall and 2,700sq.ft. of c � : driveway; alter an additional 100sq.ft. of driveway; construct a new proposed 105sq.ft. shed; construct a proposed 145sq.ft rear overhang; construct a proposed 394sq.ft. rear deck; construct a proposed 648sq.ft. swimming pool with 402sq.ft. at grade patio and •"o elf pool enclosure fencing; and as depicted on the survey prepared by Nathan Taft Corwin, �v y III Land Surveyor, last dated June 2, 2021, and stamped approved on June 16,2021. ;• .r IN VVITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these '°'�d• presents to be subscribed by a majority of the said Board as of the 16th day of June,2021. ►,e,,.• %% r ;" oogQlfl6 '� �•Q �O� .irk �"'.`� Y+01°j•. a 3 � t 409%• • v a r�� r? — ----- -- ---- -------- si•;ndfvf•a,au.;r.,,.° r..;,;•,�,>;r.. a,' e .iM17.e T"•'9r.•A:..'Y'rhnlnfn.,/.,i.hn,4tnu,(,f:iitYu9u7a W.5r:i M.i.:,uuu,fi,f S.N.ffi��riu?:r.ru,OnL:niff..4rvS:ux�?S.NWfPa•+�'rfiu3rY�9:14R7 „ riu e,nff.eu;:,o 9f7, f .l"nu...,roh,f.L�Yn'ti�2 ! \ r. _ rx� a '�! �qa.�`"--...".:'! �� � •::,ro °I lb�9... �..i��0 ,O e•• •Sd_i e�l."�- °•.:i� .:�'•• Glenn Goldsmith,President �QF S0(/l Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ,`O� ®�� P.O.Box 1179 Eric Sepenoski DL Southold,New York 11971 Liz Gillooly G Q Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2321 C Date:November 14,2025 THIS CERTIFIES that the existing 2 628sq ft single-family two-story dwelling with attached garage 324sq ft covered front entry porch• removal of as built 387sa ft rear deck,202sq ft rear screened porch 130sq ft retaining wall and 2 700sq ft of driveway alteration of an additional 100sa.ft.of driveway• construction of a 105sq ft shed.-construction of a 145sq ft rear overhang,• construction of a 394sq ft rear deck,•construction of a 648sq ft swimming pool with 402sq ft at grade patio and pool enclosure fencing,construction of rock retaining walls,• installation of slate patios and stairs, At 260 Deer Drive,Mattituck Suffolk County Tax Map#1000- 114-10-2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 16,2021 pursuant to which Trustees Wetland Permit#9919 Dated June 16,2021,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 for the existing 2 628sq_ft single-family,two-story dwelling with attached garage 324sq ft covered front entry porch removal of as-built 387sa.ft.rear deck 202sq ft rear screened porch 130sq ft retaining wall and 2 700sq ft of driveway alteration of an additional 100sq ft of driveway;construction of a 105sq_ft shed;construction of a 145sa.ft rear overhang construction of a 394sq_ft rear deck-,construction of a 648sq ft swimming pool with 402sa.ft. at rg ade patio and ool enclosure fencing;construction of rock retaining walls, installation of slate patios and stairs. The certificate is issued to JAMES&DAWN DEERKOSKI owners of the aforesaid property. Authorized Signature BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD f, o z Town Hall Annex- 54375 Main Road - PO Box 1179 " Southold, New York 11971-0959 toy o�� Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh southoldtownny.gov — seand(ab_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: • 77 I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: rzv�o5�.: Address: Z(oo Cross Street: w gc pc_l Phone No.: (off) -735' Bldg.Permit#: Glwcc b email: 9`1 olrtoo, U-1 vh Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ',�'�e.)yyl Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO —]Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 R H Frame D Pole Work done on Service? Y DN Additional Information: PAYMENT DUE WITH APPLICATION ` r e CA oqq 33 C4& 4:r- 3sz BUILDING DEPARTMENT- Electrical Inspector Off0' G h, TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 ?� o • Southold, New York 11971-0959 . y r Telephone 631 765-1802 - FAX (631) 765-9502 jamesh(Dlsoutholdtownn .gov - seand(aDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date a g- Company Name: Electrician's Name: License No.: �a04 - YYl Elec. email: Elec. Phone No: &3J• 7-7Lf• ,yf���I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Z(O(D bSe,2— Cross Street: Phone No.: 6e3l -)7A -735- BIdg.Permit#: G lwc b email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (PleasePrint Clearly): -�Oc( -k rf- eA�1-Y Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 F12 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ` ?0V,a'L l 60 r e c,- )Ow 33 C,6 4 3s 2 PERMIT# Address: Switches Outlets G F I's Surface Sconces HH's� UC Lts Fridge HW POOL Fans Mini Fr. W/D PanelPump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA lnst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments r ' Joseph A. Ingegno Tel: (631) 727-2090 land Surveyor OFFICES LOCATED AT Fax:(631) 727-1727 P.O. Box 1931 322 Roanoke Avenue Riverhead, N.Y. 1 1 901-0965 Riverhead, N.Y. 11901 Email:joisurveyors@ool.com October 17, 2006 Town'of Southold Building Department P.O. Box 1179 Southold,New York 11971 Re: James Deerkoski S.C.tax no 1000-114-10-02 To whom it may concern: On September 26, 2006 Glenn Just of J.M.O. consulting Services located the wetlands for the above property. The distance between the located wetlands and the back of the garage where the new construction is to take place is 102 feet. Sh uld you have any questions, please do not hesitate to contact me at anytime at the above nuer. i Very trulyjo s, Joseph�1. gegno, P.L.S. t . j aA�A2. ELE�ATioU � � ' I1 , I • I i �1 i "•.: '.. --- -- "- SOFF,OLK CO.HF {.;TH DEPT APPROVAL; H. r1'0Pt1i' T f i I t TFcE st F CJ7 rL.4C414 t Uf CttL: {,BUGS Ct�i1 AN r Mw / l Ew{ -Dr—Ad 5zAT5MENT OF INTENT .. • I $1r lei ii1 k } r'{. i THE WATER SUPPLY.AN SEWAGE DISPOSAL�D i. -•t•;'•i,� I SYSTEMS FOR THIS' R£$IDENCE' WILL.. •.-:_:. '._� T. OF HEALTH VI _ .. yatxTt AtvUS T ��( r.:1 _ CONFORM TO THr STAI`1D'ARDS -OF THE: ,w. {I 17�a __ "titt"t. t`J A1.`f I I� SUFFOLK CO*. DEP SER CES. JJJ �C1'F OIlG•COLt 1�S3PAk7isiBN1'O'F=ALIT!S %rho= � t�. I 'ram APPLICANT . r .. +61'{,t O' f�15c Fi=F +J�i ik 1'r WVALOV00K=.V)C.nUSVORFf Volt " I 1� �" T `�i `I � SUFFOLK COUNTY DEPT. OF HEALTH - x�. x0.RID���—DOLL f � Dy�tt i� SER VICES - FOR APPROVAL FOR' i/ I. �iaceieaG mpg pithhtl�rtt7n4Ra� tONSTRV,CTIONONLY zYoadla?ciftcdFy iat '+x DATE: lI 6e KPxdmyy�pllL N APPROVED: O --- - cw Oiii S' ai�.rmtd K M AT tg�: M17[f$atee SUFFOL CO.TA PDESIG ON.: . 8 ;�LcmA.QoeW,P. eA o V/ yy X A N I �...... .......:...: -, 1 : .''! DIST. SECT. BL OCK PCL.. ( •. �+ ia•.LtSG. Irk' �J N� R$ :ot2-� 1`i `,. $ADD S5: roe fi�._.F_� OW 3 :_ GS LItitSC '.L .$ ... :... 1.1,1.• ,:+._, l.. Ff FJ c Tow, { C' c K' i' I C � _S 1 �..i •t� �- i �tTrEl4 �f �7E yF. I t�i�✓�r2��i�'t_t:� ,mot-. 'i��? _ U - 2cuicr=C .c� cy� `'` . 91 �({� i t M4'sk j'arri 1,. E n { 7 �%YL.. O.� �" DEED:L.tAlF: P. f L eC-.�e9Pctx_ yy,3� � $T MP � ��•$' tii`u,,' L. i ';��. '- �'¢�' TE57 HOLE, w�,c L: ;•j: �, A� `'��� V..G�",tv�,r Pv;da,'mMn I ^f U � ! 'F om, Ad. '^ ,�f.A •.'".\ _. ,t ..' fry:teedN'ssmwY tl nal«aM1n Q�mM surceyota see .•,.t � %_-..-paQa- �:�\^ ymau.aatennamine�.�: rarr.'I �� v ro aoauwav,t -:�i�(.a, i� � 4:,,�' .'/J �:.•c�.. t�cemroaes lnAwetaatimaon dwn.:> 4� t ti''t'• 2 i \ ;. CUAf' NE£ Ti�CAMNK �FAS,} � 5F {r¢Nt. LE 9. 9 ;;rz.iT�L'�r.�'� E7 � i• r+�8cw��asrrF�. ?"FJ� '�t�t,� fifiFts�IIdtldl,�'$JANiE��� ��y boo �a �-RPPE 'VAN TVYL P' LICENS>rD LAND SUR�7EYORS �. y \'T=] _=Ftr_yGil..;Af?t�•irr•.i9 7..-- ,EENP6RT NEW YORK r Fwc�v0 . --. .IEIPOYNE.POST NO15T .. . j :M7.61L Sr� _ , ��� o°YOrNaKblmll .v.� I I w �' / OCCUPANCY ORu USE IS'UNLAWFUL WITHOUTCEMFICATE ate„"""`` iinniwrw ror 4; OF OCCUPANCYa.�. l 4i c� ' - ..'.I u 7 ��..m.'.�. 1 i gD• i 7- (°`� ;i �. caroimmr X 15 9 r�r_.—_� t y� �• uwrkancwa � 7� . FEr/Mg£NCEAAfICR1ON X:� i — / .Z?�/ ON(EADCONIEMBEFDflE j0V- • sowm.WlmmIFR : �. O c ;' 5U➢YLY SYSIEM CANNOI IXcmCEED]/ID°II%IEdp. ' _'nl�cu°��uu�nu 7••� =off• — f.—,�•'' _M.. ' wmoimemma Iq,4 • pow�,� �. i � ..... - _-.,..,..;ti_a.aw'.o. � '?j C 3 90 7S7 .. ri � ' rmriaamm n. PiPa PYYY L- 1 7s7 GO �v 3 PIE:— '�y G.... r.... ...a I _ 5 " — /Sod S �b7 s�� ��L ��� .. 81 I — i I .. ., . :... _ _ ,s `i I ;=;gym � �; I I � I I�' I� I I 1 L_� •__ I i ' ll . i I I�I'. L'-' -� I---I-`- _L— — _ •s+rv_� w �4 5,....Gua.ec , F_a �.N � �--- . I i • Ti 11 4 F I - _=-- /-- L�'� ^� ., �._.. --- _— --� _ � ' �_—— � _. :. -- ._._ -- I�.--. �. _. �-- --- -' . . _ fir. _ � ' -. R���wu�N1 11901 ' C.�a�po�.. is E I ' I I • I COMPLAINT REPORT NAME: DATE $ ADDRESS: PHONE # HOW RECEIVED: - TEL. -MAIL- IN PERSON LOCATION OF COMPLAINT: a- SUFF. CO. TAX MAP # OWNERS NAME : j a w e S NATURE OF COMPLAINT: k4A-� n i2 o-dcf 4 i o&J ASSIGNED TO: INSPECTION DATE: REMARKS: AovitcaJ ` S t IopAAmj L 4 ate✓ o Afl uv ACTION TAKEN. FILE# IF APPLICABLE RE-INSPECTION DATE: 1�:1G.7%'IllF9bltL'>01t1'i7riallilwar lslirlr�!alll!(Ill,y'w name alrlqVn *j File Edit View Toolbar Window Help � Jo � E Woo° OAil.. 114.-10-2 1.1473889 Southold Active R/S:1 School: Mattituck School Deerkoski,James J Roll Year: 2006' Curr Yr 1 Family Res Land AV: 700 260 Deer Dr Land Size:0.45 acres Total AV: 7,500 in Parcel 114.-10-2 Owner Tax Bill MatingAddress 113rd Party Address 1 Bank =' Assessment Total 2 Owners: Too en click the a ro riate row Ri ht Click to Add I' Exempt(s) James J Deeikoski Spec Dist( Dawn M Deerkoski Owner Type:Additional Desig Status: e] Description UP Owner(s) Images j Gis Last Name/Company: First Name: MI: Jr.,Sr.,etc: e] Site(1)Res Deerkoski , ames If Attention To/In Care Of: Additional Address: 1 i Street No: Prefix Dir: Street/Rural Route: St Suffix: Post Dirt-UnitName: Unit No: Po Box No: City/Town: State: Zip Code: _� Mattituck !NY � 11952- I Country:enter if not"USA" Bar Cd: Ownership:e.g.Life Use Owner Type: i !Prints the screen -71 startQ .. - ! 7-11-A4�" ram - " e'Y_4'�N.9rr11L'>0U ane i�il!IaGl[�uernrii)oI'rii�Tw►rr�ii:—iirrLlijl'1 I' File Edit View Toolbar Window Help �] o. � Q � ►�. �I 11 1 / ►I � ® fir l; r oo'i o 0 l � � _ _. _ , -114.-10-2 1473889 Southold Active RIS:1 School: Mattituck School Deerkoski,James J Roll Year: 2007J Next Yr 1 Family Res Land AV: 700 260 Deer Dr Land Size:0.45 acres Total AV: 7,500 M Parcel 114.10.2 I Owner Tax Bill MaBingAddress 3rd Party Address Bank -1 �sessment Exempt(s) Total 2 Owners: Too en click the a ro riate row Ri ht Click to Add)-- James 1 eeikoski Owner Type:Prima!y Des g Status: Spec Dist( Dawn M Deerkoski Owner Type:Additional Desig Status: Description i -it Owners) I Ri Images --- — — Gis Last Name!Company: First Name: MI: Jr.,Sr.,etc: � Site(1)Res Deerkoski I ames Attention To!In Care Of: Additional Address: Street No: Prefix Dir: Street 1 Rural Route: St Suffix: Post Dir: UnitName: Unit No: I 260 Deer { Dr Po Box No: City/Town: State: Zip Code: - 1� Mattituck h NY l- 119552- 1 I Country: enter if not"USA" Bar Cd: Ownership:e. .Life Use Owner Type: I I Primary I d Till Lrl, 'Prints the screen - ®RIPS Version too 1� 91 � � FORM No. 4 COPY FOR YOUR INFORMATION TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold,. N.Y. CERTIFICATE OF OCCUPANCY No Z-25169 Date JULY 31, 1997 THIS CERTIFIES that the building NEW DWELLING Location of Property 260 DEER DRIVE MATTITUCK, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 114 Block 10 Lot 2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JOLY 24, 1996 pursuant to which Building Permit No. 23621-Z dated AUGUST 7, 1996 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is I ssued is ONE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & ROOFED OVER FRONT PORCH AS APPLIED FOR. The certificate is issued to JAMES & DAWN DEERKOSKI (owners) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-96-0022-JULY 1, 1997 UNDERWRITERS CERTIFICATE NO. H-425663 - JULY 15, 1997 PLUMBERS CERTIFICATION DATED aMa 17, 1997-KEVIN R04PE i ilding In pector Rev. 1/81 o��OF SOUry�l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G Q Southold,New York 1 1 97 1-0959 �0 a BUILDING DEPARTMENT TOWN OF SOUTHOLD *FIRST NOTICE* June 8th, 2009 James & Dawn Deerkoski 260 Deer Drive Mattituck, N.Y. 11952 RE: 260 Deer Drive (Dormer Addition) SCTM: # 1000-114.40-2 Dear Mr. & Mrs. Deerkoski, Please be advised that your Building Permit # 32528 issued November 29th, 2006 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit's, please submit a fee of $150.00: at that time we can Schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT ffa(�c Southold Town Building Department 54375 Main Road Permit#: 34761 W Southold,New York 11971 Permit Date: 6/9/2009 oy • o� S (631) 765-1802 Expiration Date: 12/9/2010 Parcel ID: 114.-10-2 BUILDING PERMIT RENEWAL LETTER Dated: 9/6/2011 Applicant: JAMES &DAWN DEERKOSKI Location: 260 DEER DRIVE MATTITUCK Work Description: RESIDENTIAL ADDITION UNHEATED DORMER ADDITION TO EXISTING SINGLE FAMILY DWELLING PER TRUSTEES APPROVAL AS APPLIED FOR. REPLACES EXP BP #32528 A FEE OF $75.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: JAMES &DAWN DEERKOSKI Address: 260 DEER DRIVE MATTITUCK, NY 11952 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, 1 SOUTHOLD TOWN BUILDING DEPT. 1 t Southold Town Building Department �o�gUEFO4c P.O.Box 1179 Permit#: 36823 54375 Main Road v • Southold,New York 11971 Permit Date: 11/18/2011 (631)765-1802 Expiration Date: 5/18/2013 Parcel ID: 114.-10-2 BUILDING PERMIT RENEWAL LETTER Dated: 7/9/2014 Applicant: JAMES &DAWN DEERKOSKI Location: 260 DEER DRIVE MATTITUCK Work Description: RESIDENTIAL ADDITION UNHEATED DORMER ADDITION TO EXISTING SINGLE FAMILY DWELLING PER TRUSTEES APPROVAL AS APPLIED FOR.REPLACES EXP. B.P. #34761 A FEE OF $125.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: JAMES &DAWN DEERKOSKI Address: 260 DEER DRIVE MATTITUCK,NY 11952 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department P.O.Box 1179 Permit#: 46466 53095 Main Rd Southold,New York 11971 Permit Date: 6/23/2021 (631)765-1802 Expiration Date: 12/23/2022 X . Parcel M: 114.-10-2. BUILDING PERMIT RENEWAL LETTER Dated: 5/8/2024 Applicant: Deerkoski,James Location: 260 Deer Dr.,Mattituck Work Description: RESIDENTIAL ADDITION UNHEATED DORMER ADDITION TO EXISTING SINGLE FAMILY DWELLING PER TRUSTEES APPROVAL AS APPLIED FOR.REPLACES EXP. B.P. #36823 A FEE OF$200 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Deerkoski,James Address: 260 Deer Dr Mattituck,NY 11952 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department,P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department P.O.Box 1179 Permit#: 46466 53095 Main Rd Southold,New York 11971 Permit Date: 6/23/2021 (631)765-1802 Expiration Date: 12/23/2022 Parcel ID: 114:10-2 n ,. 1t BUILDING PERMIT RENEWA l ,c LETTER Dated: 5/8/2024 � s Applicant: Deerkoski,James Location: 260 Deer Dr.,Mattituck "T' C.o Work Description: RESIDENTIAL ADDITION UNHEATED DORMER ADDITION TO EXISTING SINGLE FAMILY DWELLING PER TRUSTEES APPROVAL AS APPLIED FOR.REPLACES EXP. B.P. #36823 A FEE OF $200 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Deerkoski,James Address: 260 Deer Dr Mattituck,NY 11952 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee.made payable to the Town of Southold. Mail to the Town of Southold Building Department,P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. HAYWAR[Y Universal H-Series We Build Better, Pool & Spa Gas Heaters EXCLUSIVE HIGH-PERFORMANCE CUPRO NICKEL HEAT EXCHANGER IN ALL MODELS EXPERT LINE O ONLY FROM POOL PROS O 3+YEAR PARTS&LABOR WARRANTIES' '„hr.i^ n L,n o':Il;ia�a.^�7 Fa^�r^l sill-rcns,c"'.,rim:5'1�ccnod-nto`: ,.rr •-,• �,,,.,ra jai^r.nr�l Inr tir19 c „< :►�.F., ON- Poke,'R JUS AA"4 AA i t:. t k ,t� 5 Front-panel-only access provides easy service and maintenance,avoiding the problems and costs associated with front- and-back-panel access heaters ............................................................................. Universal junction boxes on left and right sides make electrical and automation installation simple and convenient ................................................................................... Intuitive control pad with protective cover is always easy to read and operate ...................................................................................... Universal H-Series Heater(H400FD) Universal H-Series heaters provide reliable, long-lasting comfort. DURABILITY COMES STANDARD Built with a durable cupro nickel heat exchanger, Universal H-Series heaters offer exceptional protection against corrosion and premature failure caused by unbalanced water chemistry,ensuring you get season after season of premium heating performance. FAST,EFFICIENT PERFORMANCE Universal H-Series heaters boast industry-leading hydraulic performance coupled with lightning-fast speed-to-heat capability. In fact,the powerful 500,000 BTU model is the fastest in its class, giving you less time to wait and more time in the water. EASY ON THE ENVIRONMENT Designed with "totally managed"water flow, Universal H-Series heaters save energy(and money) by reducing pump run time.Their low NOx emissions meet air quality standards in all low-NOx areas, so you can rest easy knowing their environmental impact is low. ti PREMIUM QUALITY WITHOUT THE PREMIUM PRICE, - While other manufacturers make you spend hundreds of dollars to upgrade to the performance and reliability of a cupro nickel heat exchanger, Universal H-Series heaters include them at no extra charge— giving you total peace of mind without any added costs. TRYIT WITH ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Double your comfort by pairing your Universal H-Series with AquaRite@ S3 i -superior salt sanitization with built-in control of your heater via the on-unit •s' display.Aqua Rite S3 produces soft silky water that's gentle on eyes,skin and fabrics,and with a Universal H-Series heater,you'll get to enjoy incomparable 4_ water quality year-round. ;,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, , ., ,,,,,,,,,,,,,,,,,,,, ,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,.,,,.,: L�1 � SELECTING THE CORRECT SIZE UNIVERSAL H-SERIES HEATER _ t 1.Determine your pool's surface area In square feet: 1 1. Determine your spa cap�ity 4 1�ns2siafaga-?a x i average depth x 7.51. 2. In the table below,locate t e column with the spa/tub size in L6r:r rsrrP IDS ��� A B gallons that is closest to yours. c i cIi tPrfij R f thf>ft L L W 3.Select the desired time to raise e spa/lio't't6>tS 'tlSperature 30°F,read to the left and select the appropriate i Universal H-Series model. AREA=(A+B)xLx.45 AREA=RxRx3.14 AREA=LxW i ........ ........ ........ ........ ......... .................. SPA/TUB SIZE IN GALLONS* 2. Select the model that corresponds with a surface area that """"" """"" """"" """"' _ ' ' 200 300 s 400 500 600 700 800 s 900 1,000 is equal to,or just greater than,your pool's surface area.For .. .............:.,...............:..................:,,...,.,.......,..:..................:.,.,.......,.......................:........................................ .,. indoor pool installations,divide the pool's surface area by 3. i MODEL Time in Minutes to Raise Spa/Tub Temperature 30°F*** H500 - [ - - 18 22 25 € 29 € 32 35 ............... ......... ......... ...... ...... ............, .............., ......... ..................... 18 23 27 32 36 41 45H400 ......................... : ..,.., ....... ..,........... € ........ ........ ......... € ......... ......... ...........,..... MODEL'° H500 H400 s H250 H2O0 H150 H250 15 22 29 36 43 51 58 65 72 H2O0.... -.....18.... .....27... .....3G.... .....45.... .....54... .....63.... ....72... .....81... 90........ SURFACE 1,500 1,200 € 750 600 450 H150..............24..........35...........48....;......40...........72..........84.........94.....;.....1,0.8,.,....,.,120....... AREA - ----- ---------- ---------------- --- SPECIFICATIONS AND H500FD H400FD H250FD H2O0FD H150FD DIMENSIONS BTU/hr € 500,000 399,900 € 250,000 € 199,900 150,000 ...............................................................................................,........................................................................................................................................................................................................._,..,.................................................................................................................................. Thermal efficiency € 83% € 84% € 84% 83% € 82.7% ................................................................,,..,,,.,.,...,...,.....,.,...............,...........................................................................,,.,,...,.,.,.... ............................... Width(inches) € 40" 34" € 25" € 22" € 19" .....................................................................................................................i...................................................................€..................................................................s..................................................................i...................................................................?................................................................... Depth(inches) € 291/2" 291/2" € 291/2" 291/2" € 291/2" ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,f...,...............................................................€....,............................................................... Height(inches) € 24" 24" € 24" = 24" 24" .....................................................................................................................i...............................................................................................,.....................................s........................................................................................................................................................................................................ Water connections 2"x 21/2' [ 2"x 21/2" € 2"x 21/2" 2"x 21/2" 2"x 21/2" ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,s..,................................................................s......................................... ..,..,,,,....,........:... Heat exchanger Cupro Nickel Cupro Nickel € Cupro Nickel Cupro Nickel € Cupro Nickel ..............................................................................................s...................................................................s..................................................................Y..................................................................€...................................................................................................................................... Indoor vent pipe diameter(inches) 6" € 6" € 4" € 6" ' 6" natural gas ..................................................................................................................................................................................................................................................................................................................................................................................................................................................... Indoor vent pipe diameter(inches) 8" € 8" b" 6" 6" propane gas ........................................................................................................................................................................................................................................................................................................................................................................................................................................ Heater weight(lbs) 223 s 160 134 s 123 110 ............................................................................................................................................................................................................................................................_.................................................................._..................................................................._................................................................... Gas connection at heater € 1" 3/4' =3/i' 3/4' 3/4' H-Series heaters are available in a comprehensive range of BTU sizes for natural or propane gas.All units are certified by the Canadian Standards Association and carry the exclusive Hayward®warranty. *Model recommendation is based on a 30°F temperature rise,31/2 mph average wind velocity and elevation of up to 2,000 feet above sea level. **Heat lost and/or absorbed by spa walls or other objects will add to the time it takes the spa to heat up. ***Based on an insulated and covered spa. >> hayward.com >> 1-888-HAYWARD .................................................................................................................................................................................................................................................................................................................... Pumps >> Filters >> Heaters >> Sanitization >> Automation >> Lighting >> Water Features >> Cleaners >> Safety .................................................................................................................................................................................................................................................................................................................................. IHAYWAR Hayward,Hayward&Design,the H Logo,AquaRite,Expert Line,Totally Hayward and We BuiLd Better.are registered trademarksof Hayward Industries,Inc.All other trademarks not owned by Hayward are the property of their respective owners.Hayward is not in any way affiliated with or endorsed by those third parties.©2023 Hayward Industries,Inc. t LITUHSBRO23 We BuiLd Better. The ExelusiVe U-Central .Module Makes Boiler Set Up and operation Easy t *SETt1POPRONS 6TEMPERATUREMANMEMENT -Simprearaselaboratessyouwant +ium ITto3'iffei6ntsel ntstorsingleormu plezonetypeOWagemeit r*ar• . •ZOtt1ETYPi S WXTIPLENILERS -Choose Wedetenninedsettlngsermtstomb d**domllrol6ngadditioroWWlersortteatrrQapkiwes 111011111�110": *SYSTEM MSING &SERVICEALMTS -Seme WIgsoem and oatitdowlbert7pmUm. -Use thastandWs nmessageorcustamizewiMcontracttrWmnatian Standard,Equipment Boller Boiler Circulators uModule •Cast Aluminum Block 1"Flanges(80&105)Taco 007' •30 PSI ASM F Rerlef Valve 1"&t-1/re"Flanges(155&230)Taco 0014 •3•8"LCD(Display •Drain Valve 1-1/4"81-1/2"Flanges(299)Taco OD14 •Three boiler priorities with multipte •Stainless Steel Burner(80.105) 1-1/4"&1-1/2"Flanges(399)Taco 0013 preset system configurations witty wwn steei fibor mesh(155,230,299&299) •Color-coded removablo to rminal blocks •Direct Spa(%Ignition Complete Jacket Assemblyvrilh •Multiple boiler functionality •Va 60le Speed Blower Assembly •Alarm control functionality Fully Remo�v�ble Jacket Front •Venturi mixing system with Air Silencer •Ignition ContraI •AdJustabie Boller Legs•Negative Pressure Regulated ties Yalve High Limit&Modulalin g'Ternp.Control •50 VA Transformer •SidewallVent/Air Termination Kit .Low Water Pmteclion •Dual Scale Temp.&Pressure Gauqo •on/OPQ Power Swatch •Outdoor Reset •Cutlet Water Temp.Sensor *Line Vollage Service Receptacle •Ability to control any combination of •fnlel Water Tome,Sensor •Condensate Trap with Drain Tee Assembly circulators •Flue Gas Temp_Sensor •Propane Conversion Orifice •0utdoar Temp_Sensor (All except Model 80). p. l^ • tom meter Tom Sensors r 4 ? 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Et?LYa f1GH1 CO an ing Gas, Idler Models Ultra 80 CT Ultra 105 CT Ultra 155 CT Ultra 230 CT Ultra 299 CT Ultra 399 CT Packaged Boller Part No. Part No, I Part No, Part No. Part No. Part No. Natural Gas 383-500-720 383-500-722 383-500-723 383-600-724 383-500-725' 383-500-726 Propane Gas 383-500-721� 383-500-722- 383-5Q0-723b 383-5Qpa724' 383-500-725- 383-500=726' Taco Pump E 007 1 007 1 0014 [ 0014 0014 0013 *Natural Gas field convertible to LP as standard equipment except for the Ultra 80 Optional Equipment Wall Mounting,Kit 1 389-900-18 389-900-180 389-900-180 389-900-180 389-900-180 389-900-180 fLWC0(wlfiarness&1es1button) 1 511-100-005 1 511-100-005 1 511-100.005 511-100'-005 '511-100-005 511-100-005 Concentric Vent Kit(T),, 383-500-350 383-50o-350 1 383-500-350 f 383-500-350 383-500-350 - Indirect-Fired t Matching Aqua.Plus 35,45,55,85 and 105 Water Heaters are available Water Heaters Ratings CSA Input(Maximum) 80 MBH 105 MBH 155 MBH 230 MSH 299 MBH 399 M13H! CSA Input(Minimum) p 16 MBH 21 MBH 31 MBH_l 46 MBH 62 M11H 80 M13H DOE Heating_ Cap. 71 MBH 94 MBH 139 MBH 207 MBH a 270 ft+43H '365 MBH Net I=B=R 62 MBH 81 MBH r 123 MBH 18.3 MBH ' 234 MBH 317 MBH BGE AFUE R 93.5% 94.0% ° 94.0% 994 J% 92.5% *91.M' "Combustion Efficiency Data Vent Size @ 21"or 31' l 21"or3" 31" 3"or '" 41' 1,411 Vent Material I PVC/CPVC PVC/CPVC PVC/CPVC PVC/CPVC PVC/CPVC I PVC/CPVC Combustion Asir Size 2"or 3"' 21" or 3 " 3" 31"or 4" 4u 411 Water Volume .69 Gal. ° .82 Gal. 117 Gal. 1.57 Gal. 21 Gal. 21 Gal. Approx.Ship.Weight t 199 lbs.. 207 Ibs. d 234 lbs. 246 lbs. 297 lbs. 297 lbs. Dimensions Min,Recommended 1"' 1"" 1-1/4"' 1-1/4" 1-1/2" 1-1/2" Pipe Size Supply Tappings 1" lit 1 1 " 1-1/4" 1-1/4" Return Tappings ill ill 1'" 1'" 1-1/4" 1-1/4" Gas Connection Size 1/2" d 1/2" i 1/2" 1/2" 3/4" 3/4" 9 " l{ DOE H " ,: SUFFOLK CO.- HEALTH DEPT.-APPROVAL € 1d1.11"s ire i } ?� YY�s 11�i' L [.� c. 4� Fa�a M ' q r S H. S. iV0 •t".,��:�'_E�'� _''�`�.#� �*.,�z��'t t s�..��i `-����#��a �.,r� �'y�C.�"`.� ' !";1"1 h'-•-•-- -._ N. � �., ..-Lam."+7r� '1 ,C ..� G.✓,4, C .^ ,� ;;•C '`;e' A •tY t } •� 13 'fie^ 1 f , 1 F E"TT STATEMENT OF INTENT THE WATER SUPPLY AND SEWAGE DISPOSAL °I z ..t.. SYSTEMS FOR THIS RESIDENCE WILL r' _ -_•. — 1 i CONFORM TO THE STANDARDS OF THE - - _. - SUFFOLK CO DAP OF HEALTHSERVICES.I (S) APPLICANT y I SUFFOLK COUNTY DEPT. OF HEALTH SERVICES — FO.R APPROVAL F014 a f CONS.TRUCTION.ONLY DATE: H. S. REF. NO. 19 APPROVED: -w ! SUFFOLKM NAT SUFF CO.O. TA P DESlG O^l: O C A 1. �X DIST. SECT. BLOCK PCL. tea' (' f:E3 2 OW.•NERS ADD'�,'ESS_ -: 1. �` Z_..___..� _.._.-..__._ ` \l t - 74 / f Y•��y�—'^q}� 'G� 1�j et ��. 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WWI I Ls EB 2 5 202�, JPE ph DEERK 298-7 16 phone:(631)298-7116 EXISTING MUD ROOM EXISTING BEDROOM 1 EXISTING O LIVING ROOIng M EXISTING CHEN of O EXISTING +w +v. i'� CLOSET u Q Z EXISTING GARAGE �t ^ o EXISTING V O A U BATH u, ID iva EX TING �4 O P NTRY n/ E- F-`-I N E-� ---------------- ------------------- �� w riX DINEXISTINGISTING ISTI FOYERFFICE TH OSLOPE'1/41'PER FOOT PITCH TO DRNN y�N 1ST.FLOOR PLAN j o(Oqj OF NtC11i DRAWN BY:JD 7 2/17/2025 r r s SCALE:SEE PLAN Z Lit SHEET NO: O�SSIONP�" A - 1 A JIM DEERKOSKI.PE phone:(631)298-7116 DI oL°ST a an NEW CLOSET r � OPENNTTOBELOW f EXISTING BEDROOM 2 7 NEW BATH EXISTING CATWALK I CONVERTED FROM STORAGE TO NEW BEDROOM 4 I 7 DN EXISTING BEDROOM 3 O o �-- w 31'x4B•Ox �/ F��7 EXISTING BATH r I C,—/ O ✓ O OPEN TO BELOW Lu A z EXISTING W CLOSET EXISTING J ` O 44 O CLOSET — `I`ry29]/1'x 3T 1/2'D41'X48'D1497/I'X 37111'DH � 1"I — FBI N E-1 2ND FLOOR PLAN PLAN CONTENTS: Q SCAlE:1 4'=1'-0' OCCUPANCY CLASSIFICATION R3 RESIDENTIAL BUILDING USE RESIDENTIAL DWELLING I BUILDING HEIGHT (SEE PLANS) TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) DESIGN CRITERIA(UNIFORM CODE) 2020 IRC.2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE I I n n FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES DESIGN LIVE LOAD(PSF)R30U DESIGN DEAD LOAD(PSF)R30122.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH VIBO UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS WIBO ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS 1/360 EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8-THICK) 80 CEILINGS(PLASTER STUCCO) L/360 FIRE ESCAPES 40 CONCRETE WALLS(6'THICK) 85 CEILINGS(GYPSUM) W40 WARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS W40 GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.2000Ibs EXTERIOR WALLS(PLASTER STUCCO) W360 PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) RQ40 .grew NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) HA20 SLEEPING ROOMS 30 UNTELS(SUPPORTING MASONY WAILS) U600 STAIRS 40 ROOF GROUND SNOW LOAD 20 EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) TYPIDIL WINDOW OPENING LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE '_?F--IT i-1 Ln Tel�R�mNG. _ NAILING SCHEDULE SEE GENERAL NOTE PAGE r N A®:ate EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE / ��5 DFFR O TYPI EMNLnPLE OPENINGS Ym•: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. CL. y I)' DRAWN BY:JD awmlw.xaNn FIRE PROTECTION 3} �`� o CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. ��3 SMOKE&CO2 DETECTORS ® 2/17/2025 WIND-BBO ROTECTION FOR WO D STR CTI�RAL PANEL TRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION C) � _ AS PER SEC 0.IDI.IM N SmoE PPo EcaoN oFOPEN1xG 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 m 4'-. D_ SCALE:SEE PLAN `.IrLtLPPfg16Y1 L.caoncs�ucwBraa,smsruPLNPT,:,,,omswnuaL„x<,awO,,.w,m.PP,,,Ba�vn�s. ENERGY CALCULATIONS zrt ; airs,N.al�mmrwwvcNmmwNaaa;.w,.+osarauovrs>.aasswLoer�rrm - ....r .- LC! CLIMATIC &GEOGRAPHIC DESIGN CRITERIA _ wms�uovr.nrmisanwlmrnvmnsunoaonssurrtuwaraEluwn waww.aomrsrtrsrommL O �l .• � GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD .O� -5 �� LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS C7 `S�MODERATE SLIGHT TO 20 PSF 130 B SEVERE 3 FT. 17 NONE TO HEAVY MODERATE - A - 2 GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4'x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in let;of a ridge strap•the number of IOd common nails required QTY. SPACING (SEE PLANS) CONSTRUCTION NOTES' in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT TOP PLATE 10'WALL,4.8d COMMON RAFTER TOE-NAIL TOTAL SQ.Fr.OF CONSTRUCTION (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL•3-8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE trite and framing details.They are Intended as a construction aid.not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not tall in line with studs below,rafters FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION.DETAILS.AND GENERAL NOTES State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD J ph DEERK 298-7 PE (PSF)R301.22.2 ALLOWABLE DEFLECTION OF STRUCTURAL R301.7 phone:(631)298-7116 constroction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL UNINHABITABLE ATTICS(NO STORAGE) 10 E%IERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH LA80 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR NGHT FRAME)STEEL WALLS la MO FINISHED CEILING) OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS W180 2).The General Contractor is responsible for ensuring that all work and Construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS 11360 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor Level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8•THICK) 8o CEILINGS(PLASTER STUCCO) V360 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the FIRE ESCAPES 40 (6'THICK) 5 CEILINGS GYPSUM 1/240 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2.8d COMMON EACH TOE GUARDS AND HANDRAILS 200 S P W,�WALLS 10 ALL OTHER STRUCTURAL MEMBERS 1/140 accordance with table 3.3. TO RAFTER END NAIL 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD ER VEHICLES COMPONENTS so VEHICLE GARAGES(R3015)PER 205Q.IN.20001bs EXTERIOR WALLS(BRIMS FINISHSTUCCO) FW40 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON PASSANGER VEHICLES so EXTERIOR WALLS(BRTITLE FINISHES) H240 TO RAFTER END NAIL NON.SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) FV120 First wall studs shall be Connected to the foundation,sill plate•or bottom plate with uplift WALL FRAMING: 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete SLEEPING ROOMS 30 UNTELS(SUPPORTING MASONY WALLS) I/600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40 construction means,methods,techniques,sequences,or procedures•or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING TOP PLATE TO EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. sparing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-16d COMMONPER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDW IND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 4-16d COMMON INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS or exceeds manufactures specifications and applicable codes. SEE FLOOR PLANS AND WINDOW SCHEDULE Type I exterior shear walls with a minimum of 7/I6 inch wood structural panel on the exterior 2-l6d COMMON attached with 8d common nails at 6"o.c.at the panel edges and 12"D.C.in the field,and STUD O.C. NAIL Ym.:FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7).The General Contractor is to Consult with the owner for all built-in items 12 inch gypsum wallboard on the interior attached with Sd cooler nails at 7"D.C. HEADER TO 16"O.C. FACE at panel 16d COMMON SMOKE&CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases,shelving,pantry,closets,trims,etc edges and 10"D.C.in the field shall be in accordance with the length requirements specified HEADER I ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A.STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 1 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: CLIMATIC IC(X GEOGRAPHIC DESIGN CRITERIA FOUNDATION NOTES' Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMONPER FACE NAIL 1).The General Contractor and Mason to review plans,elevations,details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNREQUIREDNT HAZARDS 7 Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED L 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES MODERATE SLIGHT TO AT _ 2.4A.2 and 22.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. 17 NONE O JOIST TO: PER TOE TO HEAVY MODERATE 3).Provide 1/2'expansion joint material between concrete slabs and abutting 4-8d COMMON _ concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE f_ 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window till plates shall be have steel connectors in accordance with table TO JOIST 2-Sd COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with fly re-bar,18'long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD � O 5).Unless otherwise noted,all slabs on grade to be 3000 P.O..Concrete to be TO JOIST 2-Bd COMMON END NAIL 4'PERIMETER EDGE ZONE Bd COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1.3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: po gr g- BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:1(BOTH FEEDS) ; to be minimum 3-12 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMONNOTE:2 FOR PANEL FIELD Pa ty SILL OR TOP PLATE BLOCK NAIL anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge 6"maximum lifts Qayers). GABLE ENDWALL RAKE AND RAKE TRUSS Bd COMMON @ 4"O.0 8d COMMON @ 4'O.C. SEE NOTES:1,3 �, p[ W along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE b).Crawl spaces to at provided with a minimum.of Cur'access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMO JOIST NAIL F•-1 Q Z 8x16 mst Iron foundation vent for every 150 sq.ft.of area. NOTES n DECK AND COVERED PORCH NOTES: JOISTOBEAM PER TOE 7).Dampproof exterior of foundation with bituminous coating as required by current 3-8d COMMON TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. J O A Cx2 N.Y.S.Residential Construction Code.A&mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be dl ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to badkfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the root,including 4 feet on each side of the roof peak � O ►�F-I BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. � 8).Drainage as required by Current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE 2-16d COMMON FOOT SEE NOTE:1 Girders on concrete piers shall be anchored with proper steel Connectors anchored 2).Tabulated 12 Inch D.C.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. f•r-( FRAMING NOTES cV into concrete with a minimum 12"dia x T long anchor bolt with washers and nuts. E N : For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches D.C. r14 1).All framing techniques and methods as prescriptive design of Current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"xl2"xl2"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 k. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to raker/truss framing members with G>0.49.For f^�-1 below grade.Porches with Covered roofs shall have 12'dia.Concrete piers for the girders. STRUCTURAL PANEL gd PER TABLE D.C. 3.B framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o. H 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR WFCM-SBC WALLSHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c. CEILING SHEATHING: SHEATHING LocnrloN NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3).Floors,walls•ceilings and rafters to be spaced at 16 inches D.C.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD I otherwise. Ledger to be fastened to building with 12'dia.bolts with washers and nuts JOINT DESCRIPTION CITY SPACING SEE NOTES:1,3(BOTH FIELDS) 4'EDGE ZONE 8d COMMON @ 6'O.0 Bd COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD where needed. GYPSUM 7'O.C.EDGE 4).Unless otherwise noted,all bearing wall headers to be(2)2xIO N2+BTR.Doug.Fir. 5d COOLERS INTERIOR ZONE 8d COMMON 6'O.0 8d COMMON 12"O.C. SEE NOTE:3 Bearing wall headers to have jack studs and 2 full length studs on each side of all WALLBOARD 10"O.0.FIELD @ @ e()j ((2 ffig 6).Concrete piers shall be a minimum 6"above grace. WALL SHEATHING: openings.LVL headers to have 3 jack studs and )toll length studs on each side of NOTES openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL openings between VI and 60 and 2x6 wall openings between 511 and 89.Provide fire to girder(s). JOINT DESCRIPTION Q-n" SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL WCOMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. 6d COMMON anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE 6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD b"O.C.FIELD inch me G Tabulated nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7"O.C.EDGE >0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches D.C. WALLBOARD Sd COOLERS 10"O.0.FIELD on plans. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for Common nails. 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/or 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING' other access openings unless otherwise noted(typical). 3),If wall studs,plates or joists are Cut out during installation for arty plumbing related work NAIL NAIL JOINT DESCRIPTION 1).PROVIDE t/d'TYPE-X SHEETROCK FIRE STOPPNG AT I00MAXIMUM DISTANCES FOR NON ACCESSIBLE ARFAf. 8).Dormers running up roof rafters are to be supported by double rakers on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.50.SQGMDE DOOR 3).USE INSTALL -N HANGETORI ANCHORS TO S OKE ALARMS PIE PROTECTIVE COATING FOR CONTACT WITH ACQ. Bd COMMO 3).INSTALL I-Co2 DETECTOR IN ADDITION TO SMOKE AURMf PER FLOOR. HVAC SYSTEM NOTES l"OR LESS Lz"O.C.FIELD (5.71Q.FT.2ND.FLOOR) MN.4a'SI1L-AFF 9).Provide blocking/bridging in Door joists at 8'0 o.c..Use solid blocking in floor joists NYS RaieeMar code Rsm.n-FIREaLocKING IkEOmuD under all bearing walls. 1).Mechanical subcontractor Is responsible for adhearing to all applicable codes and safety NOTES: FmWoWng duff be pro dal to w off all o-aaW draft opeNw(bothd al eM h dtoota8 NOTE: and to form aneaeame fire border 1,w ,mofm aad betweena topno ro syaMthe requirements. osq- 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY FBeblo"S shall be provided N wood I-mnarudion N the following Iorationt. needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000H CAPACITY. 1).mt0naalM tpaaea orahw walu aM partdom.mda rPaaeA.t th<aa.ng one noor laveh.Corcsalad borimntal nm d gNrer duo aiw be I iota eing to equipment supplier. fen.BaarwblaNren ofM l or Slaw fiberdull bee loweda 11).Unless otherwise noted,all roots and walls to have a minimum 12"thick,4-ply Fir I).Nailing requirements are based on wall sheathing SOIL COMPACTION: wing parallel roc,ofmms-aggered atnd,. rl F r CDX exterior sheathing grade plywood.Plywood to Cover Over plates and headers. 3).HVAC subcontractor to provide final stem layout drawingand submit it to the General nailed 6"on-center at the panel edge.If wall sheathing I CF�,r_ DRAWN BY:]D P ry y O.NEWFIMTOBECUMOfORGANICMATERW.CONTRAR00. 2).At all inloon tlombetweenrancealaevatlod tNr vdivamuaFw.�l� 12.Unless otherwise noted use 3/4'thick TfiG PTS Fir or Advantech plywood subfloor Contractor and Owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher TO VERIFY EXISTING SOILCONDmONS PRIOR TO DLL dmp.11V aM awe-fir r. % , pyw shear Capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists.Finishedfloor tobeInstalled ELECTRICAL NOTES: members shall be doubled.or alternate connectors, 3).unaaxealeeBuceabelveendairsmngerrat O� 2/17/2025 over subkoor as per manufacture's Instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR Mer lain Fhall campty ffi aiment N.Y.S. de tGl C .C" . 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load path. DENSIrY(PER ASTM D 698 AND ADM D 1557).COMPACT THE %� i o � 13).All bathroom walls to have 117 thick moisture-resistant sheetrock Carage walls and SOIL AT IY LIFTS(TYPICAL).COMPARORCO HAVE FILL 9).At ope al pgf ad vend,pipet eM duk4 a.�ILng n o at/dga pamge o ceilings and Over fumace to have 5/8'thic k type-x sheetro[k.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing u continuous over connected TESTED BY A PROFFE NTILL FIRST FLOOR FOR COMPACTION. flame end pbiaod doamWRion. 'r N SCALE:SEE PLAN to have regular 12'sheetrock.All walls to be taped and finished. m be reduce tabulated number of nails shall be permitted 3).W NOT BACKFlLL UNTILL OM LETS. DECK CONSTRUCTION, 5).For the firebbrking olMmneA aM fi fret'hoe 3).All electrical work to comply with 2014 NEC. to be reduced toll-lbd nail per foot. INcwowc suBFLooR Is COMPLETE. ' - 14).All roof With a pitch less than 4:12 shall be installed with an Ice&Water barrier or N '. ( SHEET NO: approved equal.Flat roofs shall be applied With a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. \ and R315 of IRC. SO " '' 'A• 16).All till plates and wood in contact with Concrete to be pressure treated.Sill plates to EMERIOR FIBEItGIASS COwMNS TO BE MB6.G A^ O, be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALLGPITH CAP I A - 3 CAND OVERTES.USE WITH FLASHING CAPS TO covERroP �S.SI ONP .. . .... ... .... ......:..' ___._--'--- -_.. __.. -. _.. __ 4 ,•` A ' I �'ia �,� YV i I� ---- - - -_ _ - -' - -1 - - r a al I -_-- _ - _..- ._.._ ..-:-- _..:.___ _ -- --......:-....1. _- - - - s..-- - -- ... - - - '-- - - --- - - - - - ---- - - - _-- -:. -'- --_.------ --- ---- -- ----- -- --_ - ::Y GJ'_C.tiG Gl_PAI;T��fNT AT - - - -__ __ - -- - -- -- - -_ __ _.. ���.' TO 4 Piv4 FOR THE _---- - =_-_-__ _.._._._---______-- . - - --- -- - - - �__ ___ - ------ __- ---- - - -- -- -_-- -- --- -- - --- -- __=_ - --- ,. - - -- - - �_.- -- -_. -. - - - - - _ - --.. ----- -__----. -----_---- . - -.- - ------__ -----.._:. -- - r`^TIaiJ - T�' -- ---- __------= ------------=- ---.- - -— -- t �-..�� ,ter, --— ' - ------- ------- -- -- - --- -- •- ---- r PouRD CONCRETE - _ - -- ----- ---- ----- _..-_. ----__-----__ - - _ - - -- - _- -- - ----- 2 RO�;GH - FRAMIi4G & PLUMBING - ---.. _ -_ . -- - - -- - _ . - - --- -- - -------- - -.. 3. INSULATION ---. . . . -- - - -__. . ..._. . --- ------. . q UST ... - ---- - - `_---- - - - - -'- - -- - -- --- -- - - _ '- --t-- - - _ _ _-_ - -- - --- -- ..-- FINAL - CONSTRUCTION- - ---- - -- - - - _- - --- _..__ _ - -- __ -_- _------ BE MIPLE FOR C.O. ---- -- --- .._.._ --- _... .- .. __ - - _ - -- - __ _ -- - --- - - - - -- - ----._... ------- - - - - - - ____--__ __. - . -- ALL CONSTRUCTION SHALL MEET THE - - - - _ - - :_ _ -:. _ - _..: ENTS OF OF NEW - - _ __ - _ REQUIREMENTS THE CODES - - - _ . _ - - -- _ . . __ -- - - -- - - - YOR - - --- _ - - - - - RESPONSIBLE -- -- - - -- _--:. -- _. , ---.-_... - - -- • --- - --- -- - - - K STATE. 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- - - - --- - - - - - - - . .__ . ._ - - - - - - -. .._. - - _ - :: _- - - - - _ - - - --. . ---- - - - - ---- _ - ' - --- - - _ -- -------- - \1 --------------- ----------------------------------------------------------------------.----------------------------------------- `I` - ---....---- ---- --- '--- --- -- -- --------_..... - ---- --- --__ ..------ --- ----.._. --- __ _ _ -_ - _ __ - _- - - _ -- - REAR ELEVATION- _ - - - SCALE: 1/4" = V-0" ALTI=RATIONS RIGHT ELEVATION DEER PATH, MATTITUCK, NY SCALE: 1/4" = V-0" I I FG, 1 iDer-ember 21, 2005 SCALE 114" = I1011 JD I MH I I o I I � I EXISTING LL I FRAME OUT W/ 2X4 ACQ PLATES AND STUDS I AT W' O.G. FOR PLATFORM AND WALL ABOVE X I N I 8'�11 I I 1 ________________________________________________________________ I (�} EXISTING l 1 I 1 I 1 I I 1 � 1 A EXISTING A 25'-O° FOUNDATION PLAN SCALE: 1/4" = V-0' ALTERATIONS DEER PATH, MATTITUGK, NY PCs, 2 December 21, 2005 SCALE 114 „ _ I'O„ JDIMH UP 14F @ o Ell f c EXISTING UNHEATED Lj SPACE 45 MINUTE F.R.DOOR W/ cc SELF-CLOSING HINGES& o STEEL JAMB c fNEW:5/8"TYPE-X F.R.S/R (VERIFY EXISTING WALLS &x CEILING FOR F.R.S.R.) W14X26 STEEL BEAM(EXISTING) o 23 EXISTING �r `- EXISTING ----------------------, 1 1 I , 1 , I 1 1 I I 1 1 I 1 1 1 I I I I 1 I I 1 I 1 I I I 1 I I I I I I I 1 I I 1 I I I 1 1 I I I 25'-D" 1ST. FLOOR FLAN / SCALE. 1/4 - 1 -01i �: ALTERATIONS DEER PATH, MATTITUGK, NY PG. 3 December 21, 2005 sGALE I/4 07, JD MI-I 25'-0" 7'-5 1/2"' 10' 1" 7-5 1/2" — — — — — — — — — — — — — — / N .ti / I!1 T-O IL w D / T-0"HIGH RAILING LM / � 3 / — — — — — — — — — — — — — — / Ln '^ / cY3 UNHEATED STORAGE ATTIC o W/1X6 HANGERS TO'RIDGE Ln M EXISTING Ln LM / r; N / Ln T-5 1/2' 7-5 1/2" 25'-0" 2ND. FLOOR PLAN ABM.. ;,e'�;-:� ,rr,_ �, •,. SCALE: 1/4" = 1'-0' Y.:�,� �,• �U.. ,. ALTERATIONS DEER PATH, MATTITUGK, NY PCs. !.� December 21, 2005 SCALE 114" _ 110" JD I MN ------------------------------------- ------------------------------------- -------------------- -------------- -------------- ----------- --------- I I ------------------- - ------------------ „ -1 I I 1 I I I 1 I I I I 1 1 I I I 1 1 1 I t 1 1 I 1 I I I 1 I I I 1 1 1 I 1 I 1 I 1 I 1 I I I 1 1 I 1 1 I I I 1 I I 1 I 1 I I 1 1 1 I i I 1 1 I I " W 1 1 ce ' OVERHANG 1 1 TO MATCH 12 EXISTING I I M I I r-1 I I I 1 I I I I 1 I I 1 1 1 1 I I I I I 1 1 1 I I 1 1 I I I 1 1 I I I I I I I I 1 I I 1 I I i I 1 I 1 I I 1 i 1 I I I I I 1 1 1 1 1 I 1 I I I I I I t r I 1 1 1 ------------------- ' 1 ------------------ ----------------------------------------------------------- 1 , NOTE: 1).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. �f', �. (;.' •, ROOF PLAN r 2).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND DIRECTLY TO THE DECK ALONG EAVES. a 4 SCALE. 1/4 = 1 —O 3).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ 1:�1 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. ALTERATIONS DEER PATH, MATTITUGK, NY F'cs• SGAL.E �j December 21, 2005 114 11 = 11011 JD J MN RIDGE VENT 1-3/4X14 ML RIDGE 4. INSTALL PHALT ROOFING PER r 7l TO BE INSTALLED OVER 0#FE T UND RLAYMENT.,FOR AREAS WITH 4:12 OR LESS PFING ITCH,TCH, USE ICE&WATER BARRIER UNDERLAYMENT USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE 2X1 L� 1X6 HAN R THROUGH PLYWOOD.USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES @16"OC BUT NOT CUTTING INTO SHINGLE SURFACE. 2X10 DF#21 CD @16"OC 410 STAINLESS STEEL VINYL SIDING OR GALVANIZED ® G(TO MATCH EXISTING) O i WOOD SCREWS wr WASHERS 1r o.c TYVEK VAPOR BARRIER � 1/2"THICK APA RATED SHEATHING 2X6 DF#2 STUDS @16"OC INSTALL 3/4"APA RATED STUD-I-FLOOR SUBFLOORING W/PL PREMIUM ADHESIVE 1/2"APA RATED SHEATHING GRADE PLYWOOD _- _ _ _ _- _ __- __-_ ______-t__i OR APPROVED EQUAL.PLYWOOD TO BE FASTENED TO JOISTS W/#9X2-1/2"SCREWS `' ' ' '• { TERNATIVIVE / O ' OR 8d RING SHANK OR SCREW SHANK NAILS @ 6"O.C.ON PANEL EDGES AND ® 12"O.C.ON INTERMEDIATE SUPPORTS. 1R"APA RATED SHEATHING. GRADE PLYWOOD M , i (ALTERNATIVIVE:7/16"D.S.B.) Zi — _C3 /�- ' ' I i i 410 STAINLESS STEEL OR GALVANIZED12" WD.C./ VERIFY IN FIELD: WASHERS WOOD SCREWS i ® 5/8"TYPE-X F.R.S.R.ON �]r WINDOW SILL WALLS&CEILING rn Zr U c- 24"OC 4• a, x , 01 • K--� � 1 1 , � p - - 3/4"APA PLYWOOD ` , •'` SHEATHING SECTION A-A SCALE: 1 4" = 11_0II I � � ,. I. • ��. I� • ill. 2X4DF42 '' •Ki t i STUDS I _ YIO STAINLESS STEEL OR GALVANIZED SOIL •I 'li; WOOD SCREWS W/ 1 1—III I I I t i 1 WASHERS CM 12"O.C. 11 III=I I I I I I I I I I I I I 0 PA I Il ii—II —III-111 _ — MULTIPLE PLYWOOD ASSEMBLIES DRYWELL 2-2X4 DF42 STUDS CONNECTED TOGETHER WITH STAINLESS STEEL y-�"• Z-c..i a..,,.i _ _ OR GALWNIZED BOLTS W1 WASHERS A14D NUTS @ Y-0"O.C. 4'PVC PIPE ,�°jy 1':'i �.Y �ti•I I I—III— ,II-III=� WIND—BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL �s�l—III=1 AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) —III—I �1i y ;:WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" Formula for number of Flaw-Wells per Drainage Area: E ^E "— Number of Flo-Wells to use per Drainage Area E = s oC I'.o Is c7a_I I I=III- AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO ^' COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL —III— '^ox."C- =III— [Water Runoff Volume into Flo-Well]X Coefficient of Ground Under Flo Well] CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. -III—_—I I 1 _ I I —(III' OGEE GUTTER-STANDARD 5" —III—III—III—III—III—III— NOTES: ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. 1—III=III—III—III—III=I ___— ---_ \ HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. _ [Volume of Flo-Well(7.527ft3)]+Volume of Backfill Material] 1).EXECUTION: _III-III=III=III- A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. Water Runoff Volume= (Sq.Ft.Area X Coefficient of Runoff) DRYWELLS TO BE 10'MIN. 2).PREPARATION_ AWAY FROM HOUSE A)•CLEAN URFACETHOUGHLY 484TO1N5TALLATION— - B). PRE'PARE ORSURFALts USING METHODS RECOMMENDED�T�HE MANUFACTURE FOR ACHIEVING Tt�EBESrRESl1LT5'FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. 12 , 00 v Q. PAINT CONCEALE FTAL SURFACES ANDSURFACES IN CONTACT WITH DISSIMILAR METALS WII}4 PROt Vf�BACKING PAINT. Volume of Baterill Material= O O o I' ' 3.14/4 X(Diameter of Backfill Material2-Diameter of Flow-Well2)X 3.INSTALLATION: Depth of Flow-Well X(1 Coeffcient of Runoff for Backfill Material) A).PERFORM WORK IN ORDAN WITH CDA HANDS K-AND THE DRAWINGS. III—III=III—III=III=III=III=II(=11I-III—iI1=11I—II 8"MIN. 1).GUTTERTOBEP �JD�TOWARDS.'. I;LEADER •�I' �T 2i�"<F OR EVERY 40'OF R UN. ).SHEETMETAL]O CyTHSWITH'VATERTIGHT]OINTS.a).COPPER/I�AD:'FLASIQND SOLDERGUrIERSTO DOWNSPOUTS AND0 ACCESSORIES:,v B}.ALUMINUM:RVEAINJ i i A)UTYL�SEALANT SLIP JOINT III=III—III-: iylik'a`,r..—III=III—II CONNECTORS. `;�y"� L,..`*�, .- ,�' -III—III-III=° 'w.'�x_'°;III-III—III INSTALL DRYWELLS AT EACH] 3).CONNECT DOWNSPOUTS TO STORM SEWER SA7MASINDICATED.SEAL -,• 2•' Y4—III=III=I1 CONNECTION WATERTIGHT. ` III=III-III=' I�_. ,A,.-gym_ _ 3 X CORNER OF HOUSE 4),PROTECTION: Ilillllllhlll�.&:^ ? ,— ' 'III=III=III- —III=I I i=I I A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF JECT. —III=III-III-III-III-III-III-1 I I=III-III-III=1 I I- B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. BUILDING GUTTER AND DRYWELL DETAILS ALTERATIONS N.T.S. DEER PATH, MATTITUCK, NY T=Cs. scab_ �p December 21, 2005 I/4" WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ENDWALL mill RAFTER WALL STUD CRIPPLE STUD u BOTTOM PLATE s RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO I SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH SOT.PLATE OF.C FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"xl2"20 a.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20 a.STRAP APPLY OVER RIDGE TO EACH RAFTER JOIST DIRECTION WITH 2 JOISTS.UNDER WALL. ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH 9 g 2x6-2x8 L526 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ( ) THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE BLOCKING @24"OC WALL STUD / VENTS EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATES) /WALLSHEATHTNG RAFTERS MAINTAIN ' SIDEWALL FLASHING VENTILATION WOOD JOIST FOUNDATION ' TOP PLATE BLOCKING - - FINISH WALL AND MOISTURE —2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER WOOD GIRDER INSTALL TO"O.C. THE SPACE VENTILATED. ALL OPENINGS O ITIN.SCREENED VENT 4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- CONTIN.SOFFIT J EXT.PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF 1/4 INCH IN DIMENSION. SOFFITED EAVE 8"-14" LSTA30 1-1J4"00"18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYD OWN ANCHOR ON ALL OPENINGS / ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C.L i 8" 12"RAFTER RT20 21 1/8"x 20ga.TYIpOWN ANCHOR CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14"-16' El_ 1/4"x36"18ga.STRAP AND JACK STUDS EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND_FLOOR WALL OF FLASHING / ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN.4 INCHES THROUGH VENT WOOD JOIST TOP PLATE GIRDER/HEADER SIDE WALL FLASHINGwOODJOIST 1ST.FLOOR WALL $TAPPING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES --PROVIDE HEMMED EDGES SO RAFTERS INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND 4".8" LSTA36 1-1/,V'06"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN.1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS INSTALL 4'0"O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. 8"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONFORM TO SLOPE AIR PASSAGE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS PLATEIWALL SPTH4 STUD PLATE ANCHOR CONNECT OVER TO ALLOW FOR SHRINKAGE.&REDUCE BUMP OUTS ON ALL OPENINGS PLATES TO EACH STUD OF ROOF DBL.SILL PLATE TERMITE SHIELD F I SUBFLOOR SILL GASKET i WOOD JOISTS NEOPRENE TYP.CONC.FOUNDATION A CONC.. SLAB GASKET - - ; 2x6 /2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR 6 MIL.POLY v, BOLTED TO STEEL BEAM WITH GRANULAR FILL � � _ � " 6MIL POLY ON EXTERIOR V 1/2 DIA. BOLTS®48" o,c. STAG. V ^ STEEL COLUMN I _ ° - ° CONC.SLAB e t 'e ° °• e \ \' < ROOF JACK ,`�� STEEL BEAM e A 4"x 1/4"x 8" STEEL COMPACT FILL " ROOFING LAPS TOP AND BOTTOM PLATE ° ' ' a �I FLASHING AT WITH 1/2"x 6" ANCHOR BOLT KEYWAY FOOTING ° CONC.FTC. e L�'e L° USE WITH 3x3 SQUARE WASHERS SIDES AND TOP In"GROUT r ° ` , • e ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) REINFORCING BAR FOUNDATION 5/8"DIA.ANCHOR BOLT _-- I I 3"STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS !10 KIPS) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72"OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL CONC.FOUNDATION.APPLY PILASTERS MIN.3"STEEL COLUMN ANCHORED TO 24x24"x12"CONC.FTC. CRAWL SPACE OR FOUNDATION 2 STORIES 36"OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC SLAB-ON-GRADE ROOF JACKS 4 VENTS DETAIL r SUBFLOOR CONC.SLAB 6X5 1011D W GzARAG:E WM I DOOR FRAME - -* COMPACT FILL ODOR USE 2X8 FOR BLOCKOUT EELI BEAM;, \<, •1 4" SLAB v I = VSLOPE :r"i ,p �[ P.T.PLATE W/6X m -- Q6 WMM e 4"MIVEWAYpo. NOTCH JOIST AND ADJUST NEIGH .r II A e 1/2"AIR SP CE`\ \ t „ (WITH A NAILING PLATE IF NEEDEDf'.r AT END AND '' c e . ' TO BE APROX.1/2"OR HIGHERTHAN L�1; GRADE e r----- - — — _ — n " ° DES 00 \ _i l e e r_ _ I OF WOOD C,° D ° D •. STEEL BEAM TO ALLOW FOR SHRINKA !t et -- ^ -- _ _e_ _ d e D = BEAMS II— 11 I 11 a e• • (PROVIDE STRAPPING TO KEEP JOISTS ALIG D) 6X6 W.W.M. , MIN. R °; D, '� e D b " L� ' e �`�`NOTCH BEAM FOR MUIDSILL IF REQUIRED- MAXIMUM e •/ d REINFORCING BAR NOTCH EQUALS 1/4 DIEPTH OF BEAM U= e D ° e ° �� .D . REINFORCING BAR o , e,• ° ' T �/-0, �. e e V �•• r -� - ;� • ... DRAIN TILE —rl I� °/�• e• e _�1 r, 12" a SHEET METAL/30#FELT UNDER BEAM AT POINT n i_ - °c OF CONTACT WITH CONCRETE OR CONC.BLOCKBEAM:.' TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. SHIMS TO LEVEL BEAM PLATE(BOLTED TO BE ) REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. 3"MINIMUM BEARING;SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET ALTERATIONS DEER PATH, MATTITUCK, NY PCs, December 21, 2005 SCALE 1/411 = 11011 JD MH OTE5 WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS" GENERAL N1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES BUILDING USE When a collar tie is used in leu of a ridge strap,the number of 10d common nails required CITY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT 25' TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT, OF CONSTRUCTION 698 S.F. intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST 9 Y P 9 9 P P PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER, WFCM-SBC LAP NAIL 1995 SBC HIGH WEND EDITION WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 3).Dimensions shall take precedent over scaled drawings_ RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL 40 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION CITY. SPACING NOTES GAURDRAIL5 (ANY DIRECTION) 200 precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY C specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT 4-16d COMMON JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7116 inch wood structural panel on the exterior STUD 2-16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION 5ym, 7)_The General Contractor is to consult with the owner for all built-in items 112 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE (SMOKE 4 CO2 DETECTORS) ® SEE FLOOR PLANS gypsum P HEADER 16d COMMON ALONG EDGES NAIL such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specked in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD I NAIL ENERGY CALCULATIONS RESCHECK 3.6 RELEASE la 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16dCOMMON PER FACE NAIL length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. CITY. SPACING 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 4-8dCOMMON 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 11 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be TO JOIST 2-8d COMMONEND NAIL 4'PERIMETER EDGE ZONE Sd COMMON @ 6"O.C. Sd COMMON @ 6"O.C. SEE NOTES:1,3 CATHEDRAL CEILING ASSEMBLY:. poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9). BLOCKING T(0: EACH TOE SEE NOTES:1 (BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMON INTERIOR ZONE 8d COMMON @ 6"O.C. Sd COMMON @ 12"O.C. 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD 6).Crawl spaces to he provided with a minimum 18"x24"access opening.Install one 3-16d COMMON along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES:1,3 8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM JOIST NAIL NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8dCOMMON PER TOE 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be 41 ACQ pressure treated lumber. BAND JOISTf PER END the below grade portion of exterior walls prior to backfillin All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMON g p p g. 9 9 TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,inducting 4 feet on each side of the roof peak, PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. Z).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST T O: 2-16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 FRAMING NOTES g 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHEATHING:E:ATH ING: For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of 1995 SBC High Wind 3).Posts supporting girders shall be anchored to a 12N12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 112"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY• SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be 42+BTR. g P 9 STRUCTURAL PANEL 8d WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION( Qom, SPACING SEE NOTES:1,3(BOTH FIELDS) 4 EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM WALLBOARD 5d COOLERS 10"O.0.FIELD INTERIOR ZONE Sd COMMON 7" O.C.EDGE NOTE:2 FOR PANEL FIELD 12"O.C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. @ 6"O.C. ed COMMON @ openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings_Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shalt also be anchored NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION( NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7116"OS8 3"O.C.EDGE 6d COMMON 2.Tabulated 12 inch o.c.nails spacing assumes sheathing attached to stud framing members with 6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD ) P 9 g g Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10"O.C.FIELD 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 7).Provide blocking/bridging in floorjoists at 8'0 o.c..Use solid blocking in floorjoists FLOOR SHEATHING: NOTE: under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure_Verify with the CITY. SPACING 8),Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANEILS 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needed. HVAC SYSTEM NOTES 1"OR LESS 8d COMMON 12"O.C.FIELD 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9).Unless otherwise noted,all roofs and walls to have a minimum 112"thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 3). INSTALL 1 -Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF �- 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor MENTIONED IN SCHEDULE NOTES ONLY. Section R602.8-FIREBLOCKING REQUIRED ;' �• i.��,;;r �.�,� 2).HVAC subcontractor is to fully coordinate all system data and requirements with the r��G� ;_ �C •,, adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed blki shall b Fireocng e provided off concealed d e to cut o a raft openings(both vertical and horizontal) /< equipment supplier. over subfloor as per manufacture's instructions. 1).Nailing requirementts are based on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof spy' 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at tlfie panel edge.If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. 11).All bathroom walls to have 1/2"thick moisture resistant sheetrock.Garage walls andhigher is nailed 3"on-center at the panel edge to obtain hi her Contractor and owner for final review and approval. P 9 9 , • ;,, ceilings and over furnace to have 518"thick type-x sheetrock.All other parts of building shear capacities,nailirng requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceilin and floor to have regular 1/2"sheeVock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doulbled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 18r- such as shear plates,sihall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed r 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1)_All electrical to be installed as per N.Y.S. Residential Construction Code. using parallel rows of studs or staggered studs. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathin(g is continuous over connected torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter, members,the tabulatedi number of nails shall be permitted ) spaces such as occur at soffits 2 .At all interconnections between concealed vertical and horizontal to be reduced tot-16d1 nail per foot. drop ceilings and cove ceilings. 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces under stairs shall comply with Section R314.8,N.Y.S.Residential Code. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of flame and products of combustion. 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. ALTERATIONS DEER PATH, MATTITUCK, NY PG. S December 21, 200E SCALE 114" = 1'0.,T JD J MN