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Home My WebLink About43209-Z o�OsuFFU(��0 Town of Southold 2/10/2024 ao �� P.O.Box 1179 0 53095 Main Rd Way o�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44964 Date: 2/10/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2855 Nassau Point Rd,Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-13-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore ,filed in this office dated 10/10/2018 pursuant to which Building Permit No. 43209 dated 11/9/2018 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including covered front entry and outdoor shower,to existing_single family dwelling as applied for per ZBA#7176, dated 7/19/2018. The certificate is issued to Hochstrasser,John&Margaret of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43209 6/27/2019 PLUMBERS CERTIFICATION DATED 11/25/2019 rad Piecu A tho d Signature ��gUFFOIKcoG TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE vy • o` SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT.-MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)' '-Permit'#: 43209 Date: 11/9/2018 Permission is hereby granted.to: Hochstrasser, John PO BOX.183 Cutchogue; NY. 11935 . To:. construct additions.and alterations to:existin sin le-famil dwellin as applied for per . 9 9 Y 9- PP P DEC Non-Jurisdiction letter, Trustees &ZBA approvals. At premises located at: . 2855 Nassau Point Rd; Cutchogue SCTM #473889 Sec/Block/Lot# 104.-13-9 Pursuant to application dated 10/10/2018 and approved by the Building Inspector. . To expire on 5/10/2020. Fees: SINGLE FAMILY DWELLING ADDITION OR ALTERATION $464.00 CO -ADDITION TO DWELLING $50.00 Total: $514.00 wilding. Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 .5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. Z4— S_ New Construction: Old or Pre-existing Building:: (check one) Location of Property: Z 4p 5 5_ W A .SS�U House No. Street �j Hamlet Owner or Owners of Property: I -b �4S Suffolk County Tax Map No 1000,Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: k e) er Fee Submitted:$ i 0Q scant SignNstdre i QF $0(/ryO! Town Hall Annex O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CPR Q Southold,NY 11971-0959 �� • �o _roper.rich ert(a)-town.so Litho Id.ny.us �yCOUNTYI BUILDING DEPARTMENT TOWN OF SOTYMOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Hochstrasser Address: 2855 Nassau Point Rd City: Cutchogue St: New York Zip: 11935 Building Permit* 43209 Section: 104 Block: 13 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 19 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures 26 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances 2-dw Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect Switches 6 Twist Lock Exit Fixtures 11 TVSS Other Equipment: gas cook cook top, range hood, wall oven, 1-bath fan, 6-ARC fault circuit breakers 9-combination GFCI/ARC fault circuit breakers. Notes: Inspector Signature: Date: June 27 2019 81-Cert Electrical Compliance Form.xls i ��o�soolyol. � o Town FW1 Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G.�` Southold,NY 11971-0959 BUILDING DEPARTMENT i'1 fl`� 2 201g TOWN OF SOUTHOLD CERTIFICATION Date: ) 19 Building Permit No. H3 2 89 — Z Owner: OG1n (Please print) Plumber:�r�{d to e(uc)' (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. umbers Signature) Sworn to before me this a rLd- dayof.bWp20A Notary Public, ,LUqOl County TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2_o qwol OF SopTyO TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 'INSPECTION- , 10 F UNDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &.CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS:�1) VRI 4 f kr✓t wi i I'i o,,, 4o DATE INSPECTOR hO��OE 50//Ty0(o j * # TOWN OF SOUTF Qil) BUILDING DEPT. �ycomm, 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. '-4 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL - [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR OF SOUtho� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPE7ROUGH ON -- [ ] FOUNDATION 1ST PLBG. [ ] UNDATION 2ND [ ] INSULATION [ rA_Mom/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKI G REMARKS: s+fV#v)pl"A 0 I PICAJ I w.� Qt-�K' v av t v5AZ d✓ cS Vv/c/ n�vcrL • ..� � dv;� DATE 3 INSPECTORx4fA,.,, l 'w OF 50Ulyo # TOWN OF SOUTHOLD BUILDING DEPT. cou 765-1802 INSPECT ON [. ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FIN [ ] FIREPLACE & CHIMNEY [ ] RE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: DATES INSPECTOR OF 50Glyo� # # TOWN OF SOUTHOLD BUILDING DEPT. courm��'' 765-1802 INSPECTION a� [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE Z,CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR <�2 so TOWN OF SOUTHOLD BUILDING DEPT. °ycourm��' 765-1802 1 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKING REMARKS: Ow • tP, q(vm6A_,6y 1�6&v,- DATE INSPECTOR �4 C NOCI-ISTR,4SSER NOUS 10/1/201S CHITECT MARKSCHWARTZ &ASSOCIATES 28493 Main Road 9 PO Box 933 9 Cutchogue, NY 11935 631.734.4185 w%vw.rnksarc11itcct.eorn August 20,2019 Li Southold Town Building Department 54375 Main Road AUG 2 0 2019 Southold,New York 11971 Biff-LDING DEFT'. Re: Hochstrasser Residence 2855 Nassau Point Road Cutchogue,New York Permit#43209 To whom it may concern, I have been on site during the construction phase to review the conditions for the aforementioned project The insulation and fire caulking have been completed as per plans and meet or exceed New York State Code. Please call this office with any questions you may have. Sincerely, Mark Schwartz 6. 71A Member Americium Insfitu to of Ai-chilecWre 14, FOUNDATION (1ST) • • MI. V - �� _�, • ENERGYlmnix- ROUGH FRAMING& A.MLW PLUMBING -WAWVVIM/011�1 INSULATION PER N..Y.. .D J � 1 P 1 ,/: • �•��' •• i-11 rig FA ,t �.• �.`. `� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov -PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined _,20 Single&Separate 2 , Truss Identification Form f ) Storm-Water Assessment Form Contact: ApprovedA 20 OCT 1 0 2018 Mail to:"1004-L!l. / C/C Disapproved a/c IsUniDING , T. 00K/GV7 J`Q9 __*A W V/f 97/ • a,C•- �: Phone: S"l6 655%�6�07 Expiratio ,20 D ector 2018 APPLICATION.FOR BUILDING PERMIT Tom;zr.T.0 Date .��7 20 �8 T OF SOUTHOLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit.. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit " shall be kept on the premises available for inspection throughout'the work. e.No building shall be occupied or used.in.whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of.Occupancy. f. Every. building permit shall expire if,the work.authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. . APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,or alterations or for removal or,demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises <T01,4/V 1K /:im/P&"Spr- /y 0Ch/1'1'• (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. Mee Plumbers License No. re-P Electricians License No. ZOp Other Trade's License No. 1. Location of land on which proposed work will be done: 2C?S'5" &A)Wx0,e 01*7— oAt' c'0 TCP 0&1 House Number Street Hamlet County Tax Map No. 1000 Section /04 Block Z 3 Lot Nuouivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ,P �/ is��l, p y ~/Z-Y b. Intended use and occupancy ,fzz&:L y 3. Nature of work (check which applicable): New Building Addition )( Alteration Repair Removal Demolition_{ Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units p / Number of dwelling units'on each floor If garage, number of carsIeVAs -' '• ' 6. If business, commercial or mixed occupancy, specify'nature and extent(of each type of use. ifl�i� 7.` Dimensions of existing structures, if any: Front 6 Z f Rear al'4 Depth Height 40 Number of Stories' QUO ae Dimensions of same structure with alterations or additions: Front 421-A �=` :� 3 Depth ,4 w J i icy �30. !3 Number of(Stb`rios I '' TLU U %mil 8. Dimensions of en 34i 40z. c ion-Front 6 l Rear �21 Depth_ 4. 9i Height �O_D ' Number of Stories' 4Z Z0. 9. Size of lot: Front Rear. /G d Depth 71,997, iV) / 3rT2�2,5,Z^�+�5� 1�' . m j j47 rO ,,SPAT i�A 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated Alp— Q/> 12. Does proposed construction violate any zoning law, ordinance or regulation? YES X NO 13. Will lot be re-graded? YES NO ( Will excess fill be removed from premises? YES NO 14. Names of Owner of premises�y�I>,¢.r1�z Address (lY� Or Phone No.�16 72/-- 66 l,- .� Name of Architect ?!V" J`V9&!9&Z �Address�(„�C+ tEtCy[�f Phone No (.3f 754 4/06- Name of Contractor_ 3t$;d� Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES'& D.E.C:PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES Y 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 properly is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) . SS: COUNTY OF ) being duly sworn, deposesd�sa� � I�lapplicant (Name of individual signing contract)above named, °a u �� ate of Nenr York No.01 BUG185050 Qualified in Suffolk County (S)He is the Commission Expires April 14 2 (Contractor,Agent, Corporate Officer, etc.) :)f 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 ?erformed in the manner set forth in the application filed therewith. 3wor t before me this �" day of C� �►X�/� 20 Notary Public Signature of Applicant J� 1 Glenn Goldsmith,President QF SO(/T Town Hall Annex 54375 Route 25 Michael J.Domino,Vice-President ,`O� � P.O.Box 1179 John M.Bredemeyer III [ Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631)765-1892 Greg Williams �� Fax(631)765-6641 IyCOU0 1 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1674C Date: January 20,2020 THIS CERTIFIES that removal of a portion of the roof and exterior walls along the southwest comer of existing'l 820!iq ft two-story dwelling;construct a 443 2sa.ft.addition with attached •'5'6"k8'6"exterior front porch onto dwelling-, reframe areas of existing roof to•accommodate new• addition raise the roof over portion of dwelling for a second-floor addition;for the existlns 568.9sgXt- seaward side wood deck with 2'xl8' stairs to ground• existing 26 8sa.ft.seaward side wood entrance off family room existin 18'xl8' seaward side brick patio,• and install one(1)additional drywell for roof runoff: At 2855 Nassau Point Road,Cutchogue Suffolk County Tax Map#1000-104-13-9 Conforms to the application for a Trustees Permit heretofore filed in this office Dated,Jul 23,2018 pursuant to which Trustees Wetland Permit#9315 Dated September 19,2018,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 removal of a portion of the roof and exterior walls along the southwest corner of existing 1 820 7sq ft two-story dwelling construct a 443.2sg ft addition with attached 5'6"x8'0"exterior front porch onto dwelling:reframe areas of existing roof to accommodate new addition; raise the roof over portion of dwelling for a second-floor addition,for the existing 568 9sq ft seaward side wood deck with 2'xl8' stairs to ground existing 26 8sg.ft.seaward side wood entrance off family room existin 18'x18' seaward side brick patio• and install one(1)additional drywell for roof runoff._ The certificate is issued to John&Margaret Hochstrasser owners of the aforesaid property. 9 utho•ized Signature ` e6.�a,..`" � as nA•k`fie: - - a°q •�J,•� v eV eV• ��- �,.nrx�qA9��e+r�'..,; _ .r"y a��i9 '}'i.;..,, t A.a �,`�r- ;i• r'` <}�'a w".aK"' ,r...:A'�•�':: £.:1' -------:n,. . ' ..:.'''k: ;;:r r.:•a`,`.� tsbV'',.�'•xa"° ,.,w,�;: ,e - e.S£cYL`..- pia ''.a*n ',. 37.°s:":".,t?"aTU�93` "'�.45'.:sYa'sS�":• 9 8 w c BOARD OF.SOUTTHOL D TOWN,TRUSTEES �- SOUTROI.ID,NEW.YORK. PERMIT NO..931'5 DATE. SEPTEMBEIt 19,.2018 ISSUED TO: JOIN &MARGARET HOCHSTRASSEIt. PROPERTY ADDRESS:. 2855 NASSAU POINT`ROAD;CIJTC�O.GUE SCT'1�# 1®®�-1•®4-13=9 _. Pursuant-to' the ,provisions'•of:Chapter.275 of the Town.'Code,of the:Town of.Southold,and in r, accordance with the Resolution of the Board of Trustees adopted'at the meeting'held^on.September'19, 2018,. H 'and in consideration;of application_fee in.the sum of 5250.00.paid.by.7ohn&Margaret Hochstrasser•and subject to the Terris and:Conditiops as stated'in the Resolution; the Southold Town'.Board.of Trusiees•authorize's and. e ;+ - p� permits the'following: Wetland Permit,to remove a portion of the tooi and'exterior-walls along.the southwest.eorner � of-eXtstin 182®:7s .ft,two=sto dwelling; construct a-443.2sgoft,'addition with attached. g ry. g� 516"X810"exterior.front porch onto.dwelih -reframe areas.of existid 'roofto accommcidate- s. new addition; raise.-the roof over portion.Of'dwelling for a.second-floor.addition;.for the existing 568,9sgoft. seaward"side w®od deck with Z'x18' stairs tatround•,.existing 26.8sq-Jt. T seaward side400d:entranee off family room; existing 18'x18'-seaward side brick patio;and install one(1)additional.c9ryvvell for roof.runoff; and as depicted on the site plan prepared by •A4irk k.Schwartz;AIA,,dated February 15;2018,and.staniped-'appr®ved on Septenibea 19; ., IN WITNESS WHEREOF,the said Board of Trustees:hereby causes"its Corpoiate.Seal to be-affixed; and these.presents to be subscribed by a majority of the said Board as of as:of.the 19. day of September;20.18.- 47 .ice . [.'1{ _ < -1F�'�+if'ti'5.�3�eY(i, i.e'�'A7ff"v�1'i' "h" - -rYfiN°rA3»:��i_ fASt� i< _ _ __ — _ �_.Jlulff�_SY'.GFi— ti$.'�L1�'7i" -vA Av` `s'+'.4• -'�� .� ..mac ..Ru��" �.. fiy. -.3�n. , <� • *Y. ."4.,.,1y. �. rri '•-`.,'`•':e, �" ''.,l•..f>- yy,, 34;i. �.W4r`pp. ^ ¢� a ``y i _ r b „e,:�'� k' btu e v'''�sg r w, •.� `tr., bi 0 i� a Der' •�bOM VeVs,.J:`' �b,�•� + 7 •�li'a �J �J tom' ar,b I,yy FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 12, 2018 TO: Michael A. Kimack (Hochstrasser) PO Box 1047 Southold,NY 11971 Please take notice that your application dated March 7, 2018: For permit to construct addition and alterations to an existing single-family dwelling at: Location of property: 2855 Nassau Point Road, Cutcho ug e,NY County Tax Map No. 1000—Section 104 Block 13 Lot 9 Is returned herewith and disapproved on the following grounds: The proposed construction to this existing single-family dwelling, on a non-conforming 33,089 square foot lot in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124 non-conforming lots which states lots measuring between 20,000 to 39,999 square feet in total size require a minimum side yard setback of 15 feet. The construction has a minimum side yard setback of 12.8 feet. Authoriz nature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ��®f S®(/P�® P.O.Box 1179 54375 State Road Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY nhc Telephone: 631 765-1809 ® �®� http://southoldtownny.gov ZONING BOARD OF APPEALS Town of Southold EXTENSION DETERMINATION Regular Meeting of February 1, 2024 ZBA FILE: #7176 NAME OF APPLICANT: John and Margaret Hochstrasser PROPERTY LOCATION: 2855 Nassau Point Road (adj. to Little Peconic Bay), Cutchogue,NY SCTM: 1000-104-13-9 BASIS OF APPLICATION: Request for a Variance from Article XXIII; Section 280-124 and the Building Inspector's March 12, 2018 Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single-family dwelling; at; 1)`less than the code required minimum side yard setback of 15 feet; at: 2855 Nassau Point Road, (adj. to Little Peconic Bay), Cutchogue,NY. SCTM#1000- 104-13-9. DATE OF PUBLIC HEARING: July 5, 2018 This request for variances was originally GRANTED as applied, for, on,July 19, 2019. Michael Kimack, on behalf of his client,requested an extension of the above-mentioned relief for variances for additions and alterations of a single family dwelling. RESOLUTION OF THE BOARD: A motion was offered by Member Weisman (Chairperson) seconded by Member Lehnert, and duly carried,to GRANT,the applicant's request that the above cited determination be extended,and to expire on August 1,2024. per Chapter 280-146 of the Code of the Town of Southold. Vote of the Board: Ayes: Members Weisman,Lehnert,Acampora,and Dantes. This Resolution was duly adopted (4-0). (Member Planamento Absent) ;lie Kanes eisman, airperson _ Approved for filing / 6 /2024 �' UU 1 V Elu F E B - 6 2024 BS-'-CL Aei r314pvn mignt. V BOARD MEMBERS Southold Town Hall -,�;r Leslie Kane.3 Weisman,Chairperson 0��0f SOUrifi�l 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor,Capital One Bank Robert Lehnert,Jr. % �pQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento OI,YC��II� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD CD i' Tel.(631)765-1809•Fax(631)765-9064 6 2018 RECEIVED FINDINGS,DELIBERATIONS AND DETERMINATION q •I5 Q/YYI� t,s 1NG INEPT. MEETING OF JULY 19,2018 MJU'L42 6 2018 ZBA FIE__E #7176 Sou old Town Clerk NAME OF APPLICANT: John and Margaret Hochstrasser PROPERTY LOCATION: 2855 Nassau Point Road(adj.to Little Peconic Bay), Cutchogue,NY SCTM: 1000-104-13-9 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated April 16, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated June 19, 2018. Based upon the information provided on the LWRP Consistency Assessment Form submitted, as well as the available records, it is recommended that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject, nonconforming 33,089 square feet, 0.76 acre, waterfront parcel located in the R40 Zoning District measures 103.80 feet along an irregular curve fronting Nassau Point Road with a northern lot line shared by a neighboring residence measuring 348 feet into the Little Peconic Bay with apparent high water located at 318.87 feet and an eastern, underwater, lot line of 100 feet and a southern lot line of 372.52 from Nassau Point Road into Little Peconic Bay with apparent high water located at 343.30 feet running along a second residential neighbor to the south. The parcel is improved with a wood frame single family residence with front and back stoops, a brick patio and an elevated wood deck on the waterside, along with an outdoor shower, a detached garage and a second frame building with a garage located on the front lawn, wood steps leading from the top of the bluff to beach stairs along a lumber bulkhead running the width of the property along the bayfront, as shown on the survey prepared by John C. Ehlers Land Surveyor and dated July 7, 2008. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's March 12, 2018 Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single-family dwelling; at; 1) less than the code required minimum side yard setback of 15 feet; at: 2855 Nassau Point Road, (adj. to Little Peconic Bay), Cutchogue,NY. SCTM#1000-104-13- 9. Page 2, July i 9, 2018 #7176-;Hochstrasser SCTM No. 1000-104-13-9 RELIEF REQUESTED: The applicant requests a variance to construct additions and alterations to an existing single-family residence consisting of increased first floor living space measuring 15.11 feet by 22.6 feet and 4 feet by 13.6 feet, adding approximately 444 square feet in total with the closest point to the side yard lot line measuring 12.8 feet where the Code requires such improvements to be located a minimum of 15 feet from a side yard lot line. ADDITIONAL INFORMATION: The applicant's agent shared that the proposed alterations are to accommodate planned interior renovations including a relocated and expanded kitchen,bath and living space and the creation of a second-floor home office. The proposed alterations and additions include `squaring-off the existing residence at the southwest corner while maintaining the current side yard setback of 12.8 feet from the lot line. No member of the public or immediate neighbor spoke in favor of or against this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 5,2018 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law $267-b(3)(b)(I). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The Nassau Point neighborhood was developed in the early 20`h Century, prior to Zoning, and the majority of lots in the area are non-conforming developed with a variety of housing styles and sizes taking advantage of the unique coastal terrain. Many of the area homes have been expanded on and have benefited by similar variances since initial construction prior to zoning to convert modest homes into larger estates. The subject property is shielded from the roadway and neighboring residences by mature and substantial landscaping. Furthermore, given the natural terrain and slope towards the bayfront passersby both on the water or road will not be able to discern the relief sought. 2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The subject home was built prior to current zoning and the applicant proposes to maintain the existing 12.8 feet side yard setback as part of the proposed alterations and additions to the residence. 3. Town Law $267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 14.7% relief from the code. However, the residence was built prior to current zoning requirements and the applicant proposes to maintain the existing southern fagade setback. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law &267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and alterations to a single-family residence while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3, July 19, 2018 #7176;HocAstrasser SCTM No. 1000-104-13-9 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Planamento, seconded by Member Weisman (Chairperson), and duly carried,to GRANT the variance as applied for, and shown on Site Plan and Drawings labeled S-1, A-1 to A-7 prepared by Mark K. Schwartz,AIA, and dated February 15,2018. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman(Chairperson),Acampora,Planamento and Lehnert. This Resolution was duly adopted(4-0). (Member Dantes was absent) C&- Leslie Kanes Weisman Chairperson Approved for filing / 3/2018 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits, Region 1 SUNY a Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-0365 1 F:(631)444-0360 www.dec.ny.gov May 9, 2018 John and Margaret Hochstrasser P.O. Box 183 Cutchogue, NY 1193.5 FP `V . Re: DEC# 1-4738-03809/00003 Hochstrasser Property OCT 1 0, 2018 2855 Nassau Point Rd. Cutchogue, NY 11935 SCTM# 1000-104-13 -9 [(,j3ii�?t"T DEPT. gear Mr. and Ms. Hochstrasser: The Department of Environmental Conservation (DEC) is in receipt of'the referenced permit application for upland improvements. However, our records show that a No- Jurisdiction determination was made for this property in 2008, and a copy of that determination is enclosed. DEC does not make repeat determinations for the same property. Therefore, we are returning your permit application. Letters of No-Jurisdiction do not expire as long as the determining feature upon which ` the decision was based, such as a pre-existing bulkhead or elevation contour, still exists and conditions at the site have not-changed. Additionally, a Fetter of No Jurisdiction is issued for a specific property and not to the owner, and it is not necessary to transfer the letter to a new owner or obtain a new letter. If you have any questions, please contact me at 63.1-444-0403 or sherri.aicher ,dec.ny.aov. Sine ely, ZSherrd Aicher Environmental Analyst cc: Michael A. Kimack NEVIYORK Department of STATE Of• OPPOP.I UNITY Environmental Conservation j BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 8 2019 own Hall Annex - 54375 Main Road - PO Box 1179 AR Southold, New York 11971-0959 Telephone (631) 765-1802 -, FAX (631) 765-9502 roger.richert(c town.southold.ny.us ROWN APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: r- -yam PA,I�2_ Dater Company Name:." (Z-0 s t A t;C , Name: License No.: 4;7� A'1 �` email Address: �,p, Phone No.: (4: / 70 JOB SITE INFORMATION: (All Information Required) Name: Address: Cross Street: Phone No.: �o3 Bldg.Permit#: email: Tax Map District: 1000 Section: 10-1 Block: J Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) 4-h,?Z141,r Circle All That Apply:• Is job ready for inspection?: ES 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 Reconnected - Underground - Overhead #Underground Laterals 1 2 H Frame Pole . Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION � ' re 82-Request for Inspection Form.xls \ Town Hall Annex �� ca Telephone(631-1802 54375 Main Road o Fax(631)734-9502 P.O.Box 1179 co = Southold, NY 11971-0959 O BUILDING. DEPMTmEm NOTICE OF UTILIZATION-.0RUZUSSTYM CQiISTRUCTCON. -ENGINEERED WOOD COWTRUCTION ANDZbR-TIMER CONgTRUCTION Date: Owner.. f Location Ito of Property: Day` . r ' Please take notice that the(Of dk +i bl 'tine): New resideliat itcture ..;i Addition to emstii4re�14ential structure A Rehabilitation toaii,b)dsfing_rezidenfial sWC110re to be constructed or performed at t hbi bit ( e above will utilize r +; .r J1;• !•.'' .. "yes.. ' (check applicable line): :. A. Truss type constru ( ; Pre-engineered Timber construction C�, in the foliowirig location(s)-(check applicable line): W , including410er*;a d �}"C 6 /� , Roof-fraimin��R)° .-b- . - . � _-_.-' � - • ., . .. - - - Floor and rodf f_ in f2 _ Signature. do j� Name (peon•svibrnitting'this4vnail: C Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1112015 OF SDuryOl Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT November 20, 2019 TOWN OF SOUTHOLD John Hochstrasser h R_ a) P.O. Box 183 Cutchogue, New York 11935 �� "�` ��5 611 RE: 2855 Nassau Point Road, Cutchogue TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. $85.00 Due A fee of$50.00. Final Survey with Health Department Approval. �ns Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 7T Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Tf— Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 43209-Z Additions/Alterations i I 349' trod -- 10 LQt 0411 318.8T flI . �1 cn I � � [ o ' 4 { 141,g0367 'ZO { �amO AL 'p AGE — — ' 24.0' N W 1 12 ? F'fl I1 O A v A 02 5tor� "Oil A _ .34, } 11.5' DVT d�w�y16y ' 'f3yp•�Y plt �$036,20 S LOt#12 of NEW, ro uwUtnV..alea:..lagrJ+lvl,al:lw,[,w C. "gyp v6:oearanq'a'litl•Keo land cv rr{ar:f_s:Sl 1•.:M ] J!Df1o!i•n� •:e[I IVn rlCai .yr.Dir+s lPn�.U! jt � �O rieai rOfM$:Dte SPurll lon l Jw^a -j 'Or•li eDDlc}Iro6 inc br rv)p:Dl:orrns:s,+(�tr Itl` +.t./!,W'+µn an orl4[nul or[n-Sup surre�or;s a[.[.m(R 4tpl::gall prz c4!iS inMff 1G of.aiaa Irya• f 'Cexl,rl[Ja lm j anaaC>I..ia;hpronn.?I pD,IY tula.li!.L i arnti.�or uou;ro;in'arearn.nie �� Pri;ry cave a+ ac[rcvt;Inr},anP;.ir•.era'aoou[ra [ne so TPrr..9[a[e.45sat W[tM,P+tenor tsS+OMI { ,r;-.sacs Si lo:rsr{y+.,c,[.;ia,nasnfir run m!Ir ��^ �. l0[n are Ytl"�N:vlpr'1 nr .•r.«. •• .•_• L\ 1 SITE DATA ©„> o e '� I' - µ SITE AREA 0.76 ACRES-33,089 SO.FT. \.' '�. (' %, &Aagsa-Fni GN[- \ 1\ .,6 TAXMAPe 1000-tB4-tJ-OB ✓\°\], ��\_y� )`r - �. .n•n:v+aa ) ' •t ` FILED MAP DATA MAP OF PROPOSED SUSONWON, L` SECT{ONA NASSAU POINT CLUB PROPERTIES INC FILED AUGUST 10,1972 AS MAP/150 ' NASSAU POINT,TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK J ZONING R-40IRESIDEHTIAL _ �: {V{ I^✓'�. -,. �" FLOOD ZONE •VE'Id.41."AE"IeL eJ-1e X" j \ IJ.•I'• "I•r i' - �)h'�'• ��`) WATER SUPPLY SUFFOLK COUNTY WATER AUTHORITY F \\`,I,. .Y. p �. USE l.I,a. *C:// .� ' ,•/ l•�LgcV �'._a\• PROP EXISTING SINGLE PAN ILYDWEWNG `. :`�(,- �i�. IL ��L•_,' \- .• ,r`\ PROPOSED SINGLE FAMILY DWELLING f tf ._ BUILDING AREA !' \.;'s �r I �•�- �' TI.I^ "•; -;.:�• \� ;��- EXISTING 3,744 SQ.FT, r 7• •��„� PROPOSED I `•y., 1 1 , IJ Nw/OOrepu BuENn9 57630.FT. / \ a• �©. .. ,. � TOTAL 4,320 SQ.FT LOT COVERAGE TOTAL DUSTING 11.3 PROPOSED 13.1 K i0 OWNER JOHNA.&MARGARET M,HOCKSTRASSER -` PO BOX 110 - - CuleAu0ue1 NY 11035 N.9 7 GA-L I-- 1 Do N�O�F U L 6 2L ]\ •C � -- Ie4 ( 13 .--._\ 0 \ 1 s�•o R+Y Pt=:L..?YTf+uG \ 1-r✓ I I I r C / 4Fzati� ri N, tl I 7. III ] \ f Ex)e.T,L 1-44 Zi ,, , i �` R.II...._..�-_w� \I,� � \ Ili ; I o CI �" II 3t2' < I 'n F \ �i�•%e Isac /O/F1��2'T T S I`r NOTE: �G\Sh1h4�Hb� r Cwl�T1=>��•.T Ir91-14 • THIS SITE PLAN WAS PREPARED WITH INFORMATION TAKEN it a 4*- � f A �� )1 ��f 'cc N�\Y -ram TH� FROM A SURVEY MADE BY JOHN C.EHLERS.LAND SURVEYOR,._ , CAR]R E T T A. S T R A N G RNERHEAO,NEW YORK •- - °•*'"• NAa4A.0 TOINT•G.Y/>.v DATED: JUNE 29,1999 architect G17YGFly UPDATED:DECEMMARCH ER,210,2007 - �' 1230 Traveler Street'Southold N.Y.11971 LEA61-'1 rE-D n TOPO: MARCH 1,20D8 ElETa1 I��+► Iysu�Y�m TRus7 ••....n=_ �0 1 ��drEEF NL'H��Q re I,9-aS 3-S-oD Avp T 1 ALL ELEVATIONS AND CONTOURS SHOWN 631-765-545-S eV G ARE REFERENCED NGVD 1929 DATUM N 78036'22" E 1.01 318.87' BCE 25.7' M , - 58.71 0 C c. CN C o N EX.FRAME BUILDING EX.GARAGE N 34.4' ON aD°'•a° °p° 40.5' PORCH ^- - - - - - - - - - LuI O� .°d•a.°ea. d•a Da D 12.0' DECK � 'ad;e�°D,.S ap's� `D•e•.°Dro•.°a•e.°dn•.°D•a.`d•a. ro'.'Dro•°d•a•.°Dn'!D•e•°d EX.UG _ O W :: I ;: ..: ,•'✓ ':: > ': '':, :. ':: ': OILTANK� 77.11 !dn•'d:,'d: °aro•..`a•a•.`a•a.°d•a'!d•e'!D•a.°d•a•.°dro•!D•e•.°D•a'!d•e'!e•e.°d•e'°d•e ,la `o�.'aro.`a•. 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Q.;- 1 I I 5'deep r I W ''D•:•.°a•:�.°o•:..°D•:�.'o•:. o•e. d•.. e•e.° �D•:.°D•:�!e�:•.'a•:�.°ow�.'D•:•.°o• .'o•:�.°D•:•.°a:�. .6, I DW PROPOSED atotytl'ad�FJdNwAs$EIE ADDITION •°a:•°d,:-°a:•°d:•°A•:•°dw•°OwFa.:0•e•.°d!a•. D•e.°a•a.°D•a•.°d•a•.°D•a,.°dn•.°d• d•�O Fl�1AUro O,t+�SfTq Olc,"' ,n I \ cd BRICK 1j��A�ft3N Qk C°Q�,ISf}Lb 1 %.' I \ 00 PATIO I I I O °•)e'.'D�:•!D :°0•:•!dro:°o:!a:•°D•a'!Dro'°d• On'.° i'1n '!ea'!a•a.°Dn.°dro!dn'. d•e.°Dn.°dn•!Dro'!e•ea!d•a•!Da•°a•:�!a '!en'.' ° , I I Ex.UG 1 � I 84' O -�-� PROPANE "—"—" �' � I I 00 • , IL — — — — — — — — — — — — —~ — — — — — — — - -^ - - - JI I L — — — J _..._.__•____________ __ _______________G........� PORT-A-LAV TO REMAIN 2 I S 78036'20" W HAY BAY w/SILT FENCING 9iV( ON SITE FOR DURATION 372.52 LIMITS OF CLEARING TO BE OF CONSTRUCTION NO MORE THAN FROM I' PROPOSED WORK AS � INDICATED ON SITE PLAN ------------------------------------------------------- SITE PLAN SCALE: V = 20'-0' MEETS & BOUNDS BY: JOHN EHLERS LAND SURVEYOR D i DATED: 07/07/2008 D E OCT 1 9 2018 BUILDING DEFT. Q TOWN®F SOUTUOLD Q UAE O V 1 O JI1�JL11ILJ1IIL� O I O r� O p I > ko W W Q LITTLE � c P E C 0 N I C m Z LU �n W - BAY Ncc 4 LU I o o � d- N I 0 � o co � a N I J m i n 0 '_2.5-2' x c o lu LO x � u N DRAINAGE INSPECTIONS ARE REQUIRED I Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code. EROSION &SEDIMENT CONTROLS Shall include but not be limited to: A well maintained Construction Entrance Wire Backed Silt Fencing, stabilization & Seeding of exposed and/or inactive soils.oils. APPROVAL OF STORM TER MANAGEMENT ZOPOSED ADDITION U CONTROL PLAN -To ode 6 Date: Approved by: d , e ROPOSED NEW ROOF DRAWN: MH SCALE: 1b JOB#: September 24,; Qo O R' SHEET NUt i REVISIONS: HEALTH 00/00R009 DEFT. PROPOSED ADDITION PROPOSED NEW ROOF In 0 lV P'•1 N 78036'22" E 1.01 318.87' BLUE a —1 A 7 IL. In 58.1' + 0 . cs _ R-I 80 14.5' u' n 4 M Ie•,`Av. 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I I i S l 0 �Jv say'.fix' .`bv.`ix�A•a,`i.�A^n•`iV r.`Ax'.`A-«.`Ax�pv•'ix^RAx.`A�v:a I I / I �r�"f , I .� ..`a�i.`/»:`dx�`Ax�.`ix. 8x.`mv,.`Ax•,`Av'.aA�x•,e«�nA`• •Ai•, `•'. r••aA»•. I I / PROPOjjED W a R•' •.. 's•v• ADDITIbN j ;%if ' _ a •` .,, !. .•` •s .,,� �• .•F. .S• :iR .•2` ,.C ��.ti6Err' ,F.A,• I I I TOPSOIL I ..j 4 •.:`fe. l`,`ee^'A('•`A: `0:• !TO I�lMA{n OI�nS fe e;' LOCATION I j/ BRICK W �A� `sue•`l w.R• . •R r.t`. d RA Atd .0 A @ @rf f:�.` I 5 I I j(j/� PATIO .`A«.•Jv sax:`J..aA`sy.`A'A.`kv sbx r.`Jx•.`Ax•,`Jx�bx•.`Ax•�f . I f /� r• ,`^ I I ••-S (/� :2y.:.s,�'i,ti i, 3, l�.R..•1�t�S.i:i:i''}�i:..e•:S• a.RS t�.tt�'i.t�'4R�i. I I \ / `/� aq��' �I'",". I I ' /��' `Jn sdx,`l•iv•`Ax.`ex`�l"•`An.'!x.Ax.`A,,`A*.`bx'!w sAx.`.h.Av, M.A.,.ax•, I _ I ` v I � 84.2' '•a•!• PORT TO REMAIN /8'die / PROPOSED 1 I 4 ••; I ON SITE FOR DURATION 1 5'd-p G p0 NEW ROOF I I II�� •I I OF CONSTRUCTION — \DW/— — - — - -— — O � S 78°36'20" W •HAY BAY w/SILT FENCINST ••••• •••�••••••• 372.52' u�u UMITS OF CLEAVING TO BE S THAN 2CP FROM NO O RPOSED/ W.-AS ♦ -� • 1 INDICATED ON SITE PUN SITE DATA: SCTM # 1000-104-13-9 O � DESCRIPTION: EXISTING: ADDITIONS: TOTAL: LOT COVERAGE: EXCAVATE: FILL- �! STORM WATER MANAGEMENT DETAILS PROPERTY: 33,08E SQ.F. 0.7E ACRES p� PROPERTY WETLANDS: 2,200 SQ.FT. BUILDABLE PROPERTY: 30,889 SQ.FT. 0.71 ACRES ROOF AREA RUNOFF: 1.FT. N.T.S. SITE PLAN • AT 100%WATER RUNOFF:iR DU.FT. � ESTIMATED AREA OF 4,500 SQ.FT. a' PROVIDE(1)V DIA.X V DEEP DRYWELLS �P----IRR GROUND DISTURBANCE: I•-m ORVWELL CAPACITY 211 CU FT. SCALE: 1" = 30'-0r � ° HOUSE: 1,820.7 SQ.fT. 443.2 SQ.FT. 2,263.E fQ.FT. 7.3% z a OGFF RAI ITTFR-RT ND RO 5" r^' I--+ No1Es FT WEST PORCH: 38.8 SQ. . -REFUGE- 41.0 SQ.FT. 0.1% in `�//�) tn N Q l)A),00 NOT IEGIN MSTAWOION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. DECK. N �IA�PARATON EAST DK: 568.E SQ.FF. N 568.E SQ.FT. 1.8% A}CEM SURFACE THOROUGHLY PRIOR TO INSTAUATSON. yz B) PREPARE SURFACES u�+G WTHa RECOMMENDED BY THE MANUFACTURE FOR EAST FAMILY ROOM DECK 26.8 SQ.FT. NK 26.8 SQ.FT. 0.1% _ ` f AO 1MHG THE BEST RESULTS TOR TE SUBSTRATE UNDER THE PROJECT OMMMNS- V C).PNNT O]NR7iVID NETAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTELTIVE BAOONG PAINT. EX.FRAMED BUILDING: 1,116.0 SQ.Ff. NK 1,116.0 SQ.FT. 3.6% B INSTALLATION: IINC.PORCH) O A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1)OITTEH TO BE PITCHED TOWARD$LEADER V TO 2'FOR EVERY 40 OF RUN. EX.GARAGE: 576.0 SQ.FT. NK 576.0 SQ.FT. 1.9% 2).SHEET METAL JOIN LENGTHS WNITH WATERTIGHT)DENTS. R).COPPER J READ:RASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES, MEETS & BOUNDS B).AWKNUq:RNET AND CAULK WITH A IRITYL SEALANT ASP ROARS DRAWN: MH MS D,� Pa"GHT$TDR" EI`$YSnF As'�`UT,�$E� BY: J OHN EH LERS LAND SURVEYOR SCALE: CONNECTION WATERTIGHT.TO SCALE: 1/4N-1 H-ON JOB#: DRY WELLS TO BE 10'MIN. 4).PROTECTION: PROPOSED DRYWELLS: AWAY FROM HOUSE A).PROTECT,REPAiR STALLED R REPLACE wA EG mm W OF PROEsu DATED• 0 7/0 7/2 00 8 A).TROTEL7 STALLEoR REPLACE LWM L CD PPUFnONS F PR(E SU95TANTUL Febnimy 15,2018 COMPLETION. SHEET NUMBER: TOTAL: 4,147.2 SQ.FT. 443.2 SQ.FT. 4,592.E SQ.Ff. 14.8% S- 1 REVISIONS: HEALTH DEFT. 00/00/2009 wz PROPOSED ADDITION PROPOSED NEW ROOF (T�l 0 d N 78036'22" E ,.o 318.87' BUDGE N a � 0.I�co OR 58.1' 1 u to m Q O w O ey~� x Q N O U EX.FRAME BUILDING 1 'G •.°dm.4A;.`dx EX.GARAGE r d. �d'«•.do.`Ax I pr v., •5' PORCH - - - - - - - - - ON ,ax.'ax,'d..'A,. - - - - - - - - - d I V 1 DECK °•'+ 't "' 4dx A.°b•x.4b a.do,°A<..dx. .a.°bx..'dx.°84.4.`dx« "•h sae gib~• .'+' n,';•, 'n.�,a.y ..'pF r. " ..°Y° .'e4 s: O W /_' {4•t `ax.4dx.`pn,°A4.`A,•.«A,Y.4An•.`da.4Ax.`Ax.°Ax.`Ax.4Ax.AA- PROPOSED O A A< 77.1' %n F- '.: nlp4 .a ..'s't«.o,.Jo.t°'i•° ar.'e r,o ..�°n.o a.Yt«.o ..t n.`t° PORCH Q z .'ax.4bx.`Az• °A'«.•bn�bx.4A•{.°bx.4Ax.•dz.•bxx.•ba.°dx�.°px.abx•.•Ax a.«Ms.4Ax. :` x.'dx aA.«.•d.4.4A.°.•Ae.°Ax.; .•b 2 STY.HOUSE Q LITTLE ►-' 0 :. •e, 'D "+ ': '3.';�r. '� "�'v '"a, "s, 1:, 'i,e �y 1 '•v« .:ALTER EXISTING SIDEWALK.: a.r LJ_ W d .°Axy�• `` "` 4d°a4�a•A`Y.`A�n."a#4a Ao YOLx•a4d�`«dv'`'1A¢•�{Ge�wAv 4Aaatbh+aJ. .4Aat1 ,i , OI �[ •dz�,°b-x ytx,`ux AS REQUIRED FOR PORCH-. S i n.'r a r to D a , .4A`A °dy d« ax •A aro°k�x A. dx.d d` 4A A-ke b - P E C O N I C aba RAx°ba `An.`bx.4An.'az.°b•4.°dn,`bc.4An.°bx.4An."in°Ax°dx°, v^ / ♦ / a�f" .' C. m ,� W 4n.' 1• '° .''¢ '"r 'S 'i "..a.'r,° •� :: .b ,v .d CONCRETE °'o-"oX, .•;. w y� J a �, dr, Ax,`ax.`d4x`h.'« . °•`4Ax."dx."Axx khx.`ax.• I I WASHOUT 01 W ce B A Y .'?"•x`r'a EXISTING _ rTl /y-� .STONE6 ASPHAL.+«°,•`,t<�:,',`r,,`&,t°° I I ♦ / 1 '6r�.,', .�" 1"- m ."Ax.4bn.4bx 4AxA`bx,4bn{.`da.°A DRIVEWAY hn.bx, bx.bx.Ax. I I ' - ` / - / I d O 4A°�`eAa°<A,�` `4:.'Aw.A."Aa "dxa.`bx•`bx Y.{A«'."d •`bv A.`pna xII.t`Ax.`a:aA I I / ♦ I .%%, ' J _ _ _ �• r. p•:•�aa"At`As.4Ax m°:Ax°dx aasw.4A•«•.,"ax,.`A' "raa4 •4 ;�4 •°°••kx�° I / 1 ii W ►-1 y,^' f v ` r•.{ " I TOP SOIL ADDITION y °a{: 'a %+.�• rga�,4Ax•.°axa,4bx^4d�4°,aaAa�y 4Ax'�bv.`A;•°a b LOCATION �_ 4 4dx 'bz.k "dx a,`da. dx•s A . °:b TO I�EMAt�0�751TfOR°x. I n I BRICK I ,co W C°,Q,15t' - .» PATIO I I O FH-i (n `n�<.`ea°a:°r,3.4A"I:t.`a .'k:t."dw.`d<.4A•:t,•b:.°ax,a-«:k.. k«« I I ♦ / F��";; ��og ata :fit.:"es'�`s,t'"s, <,t` e• .oQ ,gtv.<«!4�<,i'e. *.ta e, I ♦ / I 's.• .;' '_,'s`�, I V] 11(� `a:�`Ax°.`b,kx."k•A.."a.r."b:°.4A-:."b:.Aa."a•,a,4a•«.`aa�,`bx�4An."ax.Ax.'ax4,`ax..°ax" I I � _ i / �v?;�:.,",.;,,,,�",11 84.2' I 1 / ♦ / i PROPOSED I O •a••• PORT-A-LAV TO REMAIN 8'dia _ I ON SITE FOR DURATION I 5'deep C 0_0 00 NEW 0.00E •I•- OF CONSTRUCTION - ♦If/- - .........................................`....... ` ' I _j O S 7803 6'2O" W •HAY BAY w/SILT FENCING 3 72.52 �-I / WAITS OFCLE GFRING FROM NO MORE THANOM PROPOSED WILK AS INDICATED ON SITE PL N Q SITE DATA: SCTM # 1000-104-13-9 DESCRIPTION: EXISTING: ADDITIONS: TOTAL: LOT COVERAGE: EXCAVATE: FILL• O STORM WATER MANAGEMENT DETAILS PROPERTY: 33,0895Q.FT. 0.76ACRES g 0 Bldg Dept copy frcm ZBA ^/ � � Final reviewed documents �r-_Ll� ^' T PROPERTY WE-RANDS: 2,200 SQ.FT- - ZBA FILE` # -717,L-2 ROOF ATAREA, RR RUNOFF021 SQ: Fr. I Y. I .S. BUILDABLE PROPERTY: 30,889 SQ.FT. 0.71 ACRES Date: / / TV^/11 qa r AOVID%WATERRUNOEEPDRYWEL SITE PLAN PROVIDE(I)8'DMA.%S DEEP DRYWElJ3 O ESTIMATED AREA OF 4,500 SQ.Fr. '^ DRYVJELL CAPACITY:211 CU FT. GROUND DISTURBANCE: V 1 = OGEE GLITTER-STANDARD S" SCALE: 1" 30'-0' " O HOUSE: 1,820.7 SQ.FT. 443.2 SQ.FT. 2,263.9 SQ.FT. 7.3% mom: q.E)lEOQION: WEST PORCH: 38.8 SQ.FT. -REPLACE- 41.0 SQ.FT. 0.1% Lu' fw) � A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES NAVE BEEN PROPERLY PREPARED. r� N 2).PREPARATION: EAST DECK: 568.9 SQ.FT. WC 568.9 SQ.FT. 1.8% LLV 1DO A).CLFJ,N SURFACE THOROU%&Y PRIOR TO INSTALLATION, P••I••t N B).PREPARE SURFACES USING METHODS RECOMMENDED BYTHE MANUFACTURE FOR i^I ; ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. EAST FAMILY ROOM DECK: 26.8 SQ.FT. WC 26.8 SQ.FT. 0.1% J� y,,' 4;`Aa Q.PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR Y P Cl• v METALS WITH PROTECTVE BnaDNc PAINT EX.FRAMED BUILDING: 1,116.0 SQ.FT. N/C 1.116.0 SQ.FT. 3.6% �""t 3.INSTALLATION: i '� QNC.PORCH) iC -../' , O A).PERFORM WORK IN AOMPITCHED WITH AD HANDBOOK AND THE 4a OF RUN. !J ♦A•�4. 1).(AIiIl3t TO BE PITOIm TOWARDS LEADER 1•TO z•FOR EVERY ILL OF RUN. /.y.OaEy 2).SMEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. EX.GARAGE: 576.0 SQ,ff. N/C 576.0 SQ.FT. 1.9% 7 P).COPPER)LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND y ACCESSORIES. 8).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT MEETS & BOUNDS r CONNECTORS DRAWN: ME/MS ` 3).O7NNEGTDOWT6PIXJTSTOSTORMSEM/ERSYSTFTIASINDIGTm.3EAL NNEMON WATERTIGHT. 5�y ,�' tAJ.r a r SCALE: 1/4"=1'-On CO BY: J O H N FREERS LAND SURVEYOR { DRY WELLS TO BE 10'MIN. +).PROTECTION: , a* AWAY FROM HOUSE A)'PROT� INSTALLED STALLED PRODUCTS UN IL COMPLETION OF PROUFM PROPOSED DRYWELLS: JOB#: ::L" a• ""� �T B).MUCH-UP, REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL P +G �` Febnmry 15,2018 DATED: 07/07/2008 a ae• Q , SHEET NUMBER: • TOTAL- 4.147.2 SQ.FT. 443.2 SQ.FT. 4.592.6 SQ.FT. 14,8% REVISIONS: HEALTH DEFT. 00/00/2009 - - — — N i4V ®Eol �® u V � a O 1---1 PROPOSED WEST ELEVATION SCALE: 1/8" = 1' O O O � a � �y 48 a ran O H Q . O � � o Btdg Dept copy from ZBq [�] >1 Final review d do uments EED ILLD � a El El El kd to 00Q,41 EXISTING WEST ELEVAT[ON � F��a a '� DRAWN: MH/MS :.i t> SCALE: 1/4"=1-0' SCALE: 1/8 1 � �,�' Jos#: V{i February 15,2018 Z3� '� SHEET NUMBER: ofr A- 1 REVISIONS: HEALTH DEFT. 00/00/2009 /,I 4W . IN �16•�• !4 N M U y ti a M M U � M ® ® a U 0 4 ULUI IBM H 4 1 yp- I I I I I I I I I I I I RIVE& O PROPOSED WEST ELEVATION H SCALE: 1/8" = 1' Q� � z a w �23 w ) O 0 F--�1 Ll 0 Bldg Dept copy from ZBA W ® ® Final File # ed d ,tuments (i1 ZBA Fite # �� Date: `7/ l / Dl1:1 El El El d rA O c'�y EXISTING SOUTH ELEVATION ' D SCALE. 1/8" = 1' � , `- °� DRAWN: MH MS •..,..: / "�' � SCALE: 1/4"=F-0" JOB#: February 15,2018 C31d �..`�'✓ SHEET NUMBER: A-2 REVISIONS: HEALTH DEFT. 00/00/2009 tt3- '. to O ® ® a Ulijuli 0 A PROPOSED EAST ELEVATION a0 SCALE: 118" = 1' a H F� w 0 Q ® o � o Bldg Dept copy from ZBA Final reviewed documents ZBA File # ® ® Date d a EID � ® z H Q EID � � ' a �bs L M N IT ��t'✓ r 1 0 DRAWN: ME/MS ,, SCALE: 1/a�,_1�-0" EXISTING E JOB#: G AST ELEVATION � �` February15,2018 SCALE. V8 = 1 '; )� PV" x SHEET NUMBER: A-3 REVISIONS: HEALTH DEPT. OO/DO/2009 0 EXISTING DECK ,r U M a 0 H EXISTING BEDROOM Z W a [� O EXISTING BEDROOM EXISTING 1. an M O _EXISTING FAMILY ROOM (1DN o W Q EXIST. o O ENTRY EXISTING KITCHEN Fri A EXISTING ING BEDROOM �� ¢ IXIIT BATH � W o � a EXISTING PORCH{ _ Bldg Dept copy from ZBA ' -- 9 ------------- Final reviewed d ruments --------------- ----------�------ ZBA File # 7/7`1O---- ----------•------ Date: 7/ 1 q / (g h Q 0 E � Nz --I--S PROJECT NORTH EXISTING IST. FLOOR PLAN � ri -1 1' U SCALE: 1/8" = f. .� DRAWN: ME/MS SCALE: 1/4 I'-0 JOB#: Q 1 February 15,2018 SHEET NUMBER: A-4 REVISIONS: HEALTH DEFT. 00/00/2009 AS,, Mile, 0 d V in P a M m n C m " N a `wt a H a O O w DN 03 V1 V r� Q e l O —S PROJECT NORTH EXISTING 2ND. FLOOR PLAN EP-4, > � SCALE: 1/8" = 1' o �a Bldg Dept copy from ZBA Final reviE wed documents 7 ZBA File # 717V rQi� Date: / le / En 0 E—+9 z � I � 00rn p A M N U y $ +r atr DRAWN: MH/MS it, SCALE: 1/4"=1-0 JOB#: February 15,2018 !, a4 , SHEET NUMBER: A-5 REVISIONS: HEALTH DEPT. 00/00/2009 ,�lAwe8111w1t, EXISTING DECK 0 U Ln a M M on co 0 o a 0 EXISTING BEDROOM EXISTING LIVING ROOM ❑ 0 r---I 0 EXISTING BEDROOM EXISTING FAMILY ROOM W Ix O O Q � H y � BLT.INS" A �� T^ C) ❑ ❑ O 10 PROPOSED O ILG�CJ.1 DRY BENCH ...............................I............. �.......................... . ............................... ............. ..... h�—i(O 6'-01/4" 7'-81/4" loo /!� !�i�V I V'�`V V�V 1 6'-11Vz" 7 14'-0" 0 EXISTING BEDROOM oQ EXIST. e n _--- BATH ENTRY 0 (( o v o Lo [01) To 0 . i PROPOSED `� PROPOSEDLITCHEN BAH PROPOSED H 0) PANTRY R CATHED1 CEILING � T-2Vz„ 5,-5., PROPOSED W PORCH N a z DW DW ovt2<30 632CW34 Z d O 2'-6" 4'-0" 3'-0" -11" 6'-2/z" 2'-11" 11'-4" 11'-2" `�1 k 1� ao 0 7'-0" 11'-oh" 22'-6" dry h+i N z WALL LEGEND �`f b .�L`/S' NAME: EXISTING: ADDITION: ALTERATIONS: TOTAL i°-d^Cyr) WALLTOBEREMOVED1ST FLOOR PLAN "�, e;*»+vy,.- JJ'/" �R��1•�" 1ST.FLOOR: 1820.7 SQ.FT. 443.2 SQ.FT. (231.2 SQ.FT.) 2263.9 SQ.FT. n — 1 EXISTING WALL 2ND.FLOOR: $68.2 SQ.FT. 367.3 SQ.FT. (96.8 SQ.FT.) 1233.5 SQ.FT. , F' f, DRAWN: IvII1/MS SCALE: 1/8 1 , e SCALE: 1/4"-l'-o" ® NEWWALL ,i 7,' S�' -,,. a •, E WEST PORCH: 38.8 SQ.FT. (REPLACE) - 41.0 SQ.FT. JOB NOTE: ' ,� February 15,2018 EAST MAIN DECK 568.9 SQ.FT. - 568.9 SQ.Fr. DIMENSIONS OF EXISTI4G WALLS ARE FROM FINISHED WALL rt Q S PROJECT NORTH (INT.:2X4_4-1/2",2X6-6-I/2".EXT.:2X4=4-",2X6=6"] ��, i.w.. 3� -t SHEET NUMBER: 1ST.FL EAST SIDE DECK: 26.8 SQ.FT. - - 26.8 SQ.FT, r. DIMENSIONS OF NEW VALLS ARE FROM STUDS t, [EXT./INT.:2X4-3-10,2X6=5-1/2"] 2ND.FL EAST SIDE DECK: 100.0 SQ.FT. - - - A-6 REVISIONS: HEALTH 00/00/2009 DEPT. awl, 0 22r-2" N EXISTING DECK 6'-7 2" 12'-0" S-61h" N a m Ln 6'-0" 6'-0" 0. TW24310-4 ti to 1 WALL � � m 4'-0"WALL HEIGHT N ®® 4'-0"El C EXISTING BEDROOM ................. ... .....---- 0 1� EXISTING LOFT 00 OFFICE o I v' N 8'-0'CLG, P, ZMF7� 21'-6" C A y z � r 4'-0"WALL H IGHT • � "A A ----------- -- o EXISTING BATH 0 WALK-IN CLQSEf � l�'� O� ' 31-31/2"' O + a PLT.HT. r + ------------------ tj r MATCH OPP.DORMlR 3'-0"h ARCH TRANSOA OVER TW2842-2(VIF) 6'-7" 11'-8" 8' 0" 11'-8" 22r 01hrr MATCH EX.DORMR 0 W WALL LEGEND ^/ 04 0 2ND. FLOOR PLAN NAME: EXISTING: ADDITION: ALTERATIONS: TOTAL:- Bldg Dept copy from ZBA w WALL TO BE REMOVED � �um 1ST.FLOOR: 1820.7 SQ.FT. 443.2 SQ.FT. (231.2 SQ.FT.) 2263.9 SQ.FT. Final revicw ents 3 SCALE: 1/8" = V O EXISTING WALL ZBA File p� � 2ND.FLOOR: 868.2 SQ.FT. 367.3 SQ.FT. (%.8 SQ.FT.) 1233.5 SQ.FT. Date: /� 1 / � •� ® NEW WALL WEST PORCH: 38.8 SQ.FT. (REPLACE) 41.0 SQ.FT. E S PROJECT N 0 RT H NOTE. EAST MAIN DECK: 568.9 SQ.FT. 568.9 SQ.Fr. +f DIMENSIONS OF EXISTING WALLS ARE FROM FlNISiED WALL [INT,:2X4-4-1/2',2X6-6-1/2',EXT.:2X4-4-',!X6-6'] 1ST.FL EAST SIDE DECK: 26.8 SQ.FT. 26.8 SQ.FT.DIMENSIONS OF NEW WALLS ARE FROM STUDS z [EXT./INT.:2X4-3-1/2",2X6 s 5-1/2'] 2ND.FL EAST SIDE DECK: 100.0 SQ.FT. - VCq An Q 0 DRAWN: MH/MS SCALE: 1/4"=1-0' O F JOB M February 15,2018 SHEET NUMBER: A-7 REVISIONS: SITE DATA: SCTM # 1000-104-13-9 DESCRIPTION: EXISTING: ADDITIONS: TOTAL: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 33,089 SQ.FT. 0.76 ACRES PROPERTY WETLANDS: 2,200 SQ.FT. BUILDABLE PROPERTY: 30,889 SQ.FT. 0.71 ACRES ESTIMATED AREA OF 4,500 SQ.FT. GROUND DISTURBANCE: HOUSE: 1,820.7 SQ. FT. 443.2 SQ.FT. 2,263.9 SQ. FT. 7.3% WEST PORCH: 38.8 SQ. FT. -REPLACE- 41.0 SQ.FT. 0.1 EAST DECK: 568.9 SQ. FT. N/C 568.9 SQ.FT. 1.8% EAST FAMILY ROOM DECK: 26.8 SQ.FT. N/C 26.8 SQ.FT. 0.1 EX.FRAMED BUILDING: 1,116.0 SQ.FT. N/C 1,116.0 SQ.FT. 3.6% (INC.PORCH) EX.GARAGE: 576.0 SQ. FT. N/C 576.0 SQ.FT. 1.9% O PROPOSED DRYWELLS: TOTAL: 4,147.2 SQ. FT. 443.2 SQ.FT. 4,592.6 SQ.FT. 14.8% W paa - MEETS & BOUNDS ,�y BY: JOHN EHLERS LAND SURVEYOR 46 DATED: 07/07/2008 H Q Q N 7803622" E , oI 318.871 BLDGE M 25 PLUI'l'BER CERTIFICATION s8 �, o I _ ON LEAD CONTENT BEFORE W 00 O CERTIFICATE OF OCCUPANCY Q • O 24.0' 14.5' O M ° SOLDER USED IN WATER �U2°dn. A% Lfj I SUPPL Y SYSTEM CANNOT O EX.FRAME BUILDING 1_7 :°d•n °ma�°Ge:° o N EX.GARAGE N NF EXCEED 2/10 OF i% LEAD. Q •°Dee'°dae°G.a 1 ° 34.4' mn °mn °cn �°°..aQan.as°n°, cn.°dn.°d•n.°mn.°mn.°de. .den'°° :ad apnaI I I 01 I C)PORCH 4 .5' - - - - - - - - WO- - - 16 a 1DECK W W EX.UG I- _ OIL TANK J - °G°e•°dn^°d o' °J G Ae d �n' d A A d �d d �d d °de - 7/-7,1' V1 I Q W ha--� .'• .'' �� °A°.°de.°da.°a e',°dn'.°d•e.°de'.°dn.°A a'.°dn.°Oo'°de.°dn °dn•°dn i I ✓ , .o .Q ',� ',u a .•a .,a a '1> ''e ''< '1u ''e �a.'d•a d•e.'d.n 'da d•a a.n d•n."d•n.-d i 2 STY.HOUSE _ _j L 1 T T L E '1 EX.UG :�� ALTER EXISTING SIDEWALK e _ �� , W 4 �j! a d•a a an d d °G n °d d °d v °° d en'°onAS REQUIRED FOR PORCH. PROPOSED / I 1. 44j °an PROPANE ° a ° ° " PORCH'. �' /i 0 = P E C O N 1 C r yy. CT cA1 O °dn'°den•°Gn - P .°Aa'°Ge.°ao..°aa..°de•.°de.'°do.°da••°da•.°da°de.°Gaa.°d•n.° y`�ayh `L� RI °d d de d da' 0 da'. °d d , ` I I / �' m Z ■IVJf �' ' __ N I W �I LCTION REQUIRED o. a ° ° °. , ► TOP SOIL , _ , 01 W Ce U_ B A Y pr t'v Ga.°an.°dn.°ma.°a °da.°o•a.°ma °d•a .°da I LOCATION I CONCRETE ) / Gam. DO NOT PROCEED WITH °d•n °me °d.. EXISTING GO " 00 _v^J do °Gd•n °dJn d °dn'°Dn °d°a•'e°dn'4 d STONE&ASPHALT, I WASHO,UT CL ` , , i QDRIVEAY UNTILTIL SURVEY N (j ! 12.2' ° rBla\ 92.2 O an. dn . I OF F0UNG,'1rION LOCATION ( 5'deep(�QJ z •°d°•n•°°0men''°°GG°•nn•':°°°dddann'.°°Omoennn�'°ada�nnn�.'°anO°enn�•°mOe�nee;;a°n..'°d�enn::'°Deena'`°Bd onn•.p'°0O=:aan•.:°d�a:nnn•�'°°°daan<e•:.°°°Cdenn�•'°o°°dda•e,°e••.�°°°4°d•ne••�,°CdGO•na'•N°°StrdT°Rna•L..)°°Ca+T°+e•IO':.°°NPdFnD,'U;.°MdG•cPa•S•A T E^dR°a''.�Gdae•'o° IIII IIII D.W. PRO.PO\SE D II II 1 �w• f HAS BEEN APPROVED. TRUM$ptACAR®:%G ^ m ® °.° BRICKTOREMAINOITEFOR, I PATIO O °•° ° 5 ° •°° . dukAtON'OF 4fONS1R(JC 16WNf °e ° ° O I , I N I 842 ,Q X U° . --- ----- APPROVED �"�11 exterior lighti .4 PROPANE� i- I I AS NOTED �l °° °° I I ,/3 installed, replaced or o _ T N i I V1 DATE:i I�I B.P.# `"� .......................• ------•----- --------- I L - - - - - - - - - - - - - 41- - - - - - - - - - - - - - J I _j t a _ repaired shall conform N >~ •'•° L - - - - - - - - - - - - - - - - - - - - - - - - - - - J O II PORT-A-LAV TO REMAIN S 7 8 3 6 2 0 W ,_ FEE � gy; t®Cha ter 172 m m v ° I HAY BAY w/SILT FENCING ON SITE FOR DURATION 3 72 5 2' p �' I 'Vi OF CONSTRUCTION NOTIFY BUILDING DEPARTMENT AT LIMITSOF CLEARING TO B E Ir/ 765-1802 8 AM TO 4 PM FOR THE �� Toy°m Code O M NO MORE THAN 20'FROM PROPOSED WORK AS -•--• = I FOLLOWING INSPECTIONS: O o i Qy U i INDICATED ON SITE PLAN X O --• • ; 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE v ................................................ . . •-------•--.---_----- '- --------- --------•- 2. ROUGH - FRAMING & PLUMBING Blower door 0 ; 3. INSULATION and ductwork .0 4 2 4. FINAL - CONSTRUCTION MUST 0 x '� ® testing required. BE COMPLETE FOR C.O. Ln U n ALL CONSTRUCTION SHALL MEET THE N v SITE PLAN REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR 1'Aust provide Manuals 4 w SCALE: 1" 20'-0' � DESIGN OR CONSTRUCTION ERRORS. �,]and S as per = WELL. NYS Energy Code COMPLY WITH ALL CODES OF STORM WATER MANAGEMENT DETAILS NEW YORK STATE & TOWIN CODES PLUMBING AS REQU ED AND COND;T!OINS G ALL'PLUMCING WASTE '-' A WATER LINES NEED., V ROOF AREA:1027 SO,FT. N.T.S. SOUTHOLD'IONJ41Z?a, TtSTING BEFORE COVE81NG u�I HC.D T01��r�,r..aNNING BC�RD AT 100%WATER RUNOFF:172 CU.FT. Y (n PROVIDE(1)B X DEEP LS DRYWELL CAPACITY:211 CU.FT. S(YJTW T0�1',N I nUSTEES N OGEE GUTTER-STANDARD 5" NOTES: 1).EXECUTION: MMM��vlll A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. � U x 2>.PREPARATION: PROPOSED ADDITION OCCUPANCY OR / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. USE IS UNLAWFUL Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. W IT 0 UT CERTIFICATE 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. O C OCCUPANCY 1).GUTTER TO BE PITCHED TOWARDS LEADER 1°TO 2-FOR EVERY 40'OF RUN. (- 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. t a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND '�Li CC FIE D AR ACCESSORIES. C, B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. r'- �v,N SC+ 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL W �_ -16 CONNECTION WATERTIGHT. "7/ PROPOSED NEW ROOF -., !�� t /DRY WELLS TO BE 10' MIN. 4).PROTECTION: DRAINAGE INSPECTIONS ARE REQUIRED � � �- fV DRAWN: MI-I MS AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. CbntaCt TOS Engineering * SCALE: 1/4"=1'-0" B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL at 765-1560 before _ JOB#: 1 G COMPLE7TON, DackfVfthat the,OR Provide drain 19C has been instaC d to Code. '9 02233 Q� September 24,2018 Do SHEET NUMBER: ° oo0 �' 0 cc'OF NF_ - 1 REVISIONS: - �_ ocoo� ooc�� ---- ----- --Jo H:l 1= W o 0 a F- = ~ O w H Q Q �o _ L I 111 1 1777o w , , o Q O w PROPOSED WEST ELEVATION P, Z SCALE: 1/4" = 1' o H � � 0 N � z U O 0 N 'u call n .a O X° N CO T O wU ti 0 rn U m N v Q 0W 19 W Ell V EXISTING WEST ELEVATION E.D A f c SCALE: 1/4" = 1' �� v►N 3C6" ��` �a DRAWN: MH/MS _ SCALE: 1/4"=V-0" JOB#: 022339 0 September 24,2018 F O F N �y SHEET NUMBER: REVISIONS: C7 _ O wz w o - O w - - H ® H:H' PROPOSED WEST ELEVATION o SCALE: '1 4" = 1 / W � � o a 0 N � z O N d m o rn e-i X O tu, � V rn U N .0 W W TT� ® u U N d EXISTING SOUTH ELEVATION SCALE: 1/4" = 1' E D ARC V I N Soti'�/�, "1 DRAWN: MH/MS * N * SCALE: 1/4"=1'-0" N JOB#: September 24,2018 O22339 �0 SHEET NUMBER: OF NE A-2 REVISIONS: �DOC3 0 O ._O 0 -- - C) F—� =E mill vo Q W E� C? w �i o � Q Q a , LL-E A o Tfl o � PROPOSED EAST ELEVATIONC>.) O SCALE: 1/4" = 1' W o � a � cn o a N Cn 00 Cn � N z U 0 N v m � � rn m o t� A .1 u g o m MI U g< go � V r N v � v � W G V1 , , H V JI] m FM LF] TE EXISTING EAST ELEVATION x SCALE: 1/4" = 1' N DRAWN: MH!MS N SCALE: 1/4"=V-0" 0 2 3g �� JOB#: � SN�O Se OF NE SHEET NUMBER: A-3 REVISIONS: — — — — — / 2X6 ACQ SILL PLATE / COPPER COATED TERMITE SHIELD SILL SEAL #5 REBAR 6 O 8" ANCHOR BOLT MIN. (SEE ANCHOR BOLT DETAIL) o GRADE TO SLOPE AWAY FROM BLDG. POURED CONCRETE FOUNDATION WALL A Q ASPHALTUM DAMPROOFING MEMBRANE TO GRADE O 4, l o V PROVIDE 2X4 KEY 2"THICK ° Q I ` — — — — — — — — — — — — — — — — — — CONCRETE SLAB vL> o D �1 o TT v o 3" 1 4"COARSE SAND ~J OR GRAVEL #5 REBAR COMPACTED 3" O CLEAN FILL 16" FOUNDATION DETAIL w BLUESTONE, BRICK OR PAVERS #4 EPDXY COATED A � � I � I 0 REBAR 24"OC EACH WAY o SLAB 6X6 10/10 WMM EXISTING CRAWLSPACE O a HAUNCHEX. CRAWLSPACE ~ 4" CONC. SLAB Q Q � 1 v � 6►' GRAVEL IIII II IIII 11 IIII II Q p Q nl1 ii V1 CONCRETE — 016"OC SHELF D o ° ALL FILL BENEATH CONCRETE SLABS TO BE If la o o COMPACTED TO 95% RELATIVE DENSITY •- O a ASTM D-689. COMPACTION TEST AS NECESSARY. ® J H �, - — - — - r —71 - — - — - — - - ` ---mrIIII EXISTING CRAWLSPACE O Wz --• n nn IIII n n B EXISTING ;;;; L STONE PATIO DETAIL, IIII ;; O BASEMENT SCALE: 1 " V-0" fill nn ii N ADJUST FOUNDATION THICKNESS FOR SHELF TO BE USED TO SUPPORT PATIO,PORCH. I IIII ll ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED TO 95%RELATIVE DENSITY, i II SLAB TO BE MIN.4"THICK(VIF)AND REINFORCE w/6X6 10/10 WMM OVER#4 REBAR „I, ; #5 REBAR U @2'OC EW.BLUESTONE TO BE INSTALLED OVER SLAB. I IIII I " 3'X2'ACCESS O •---;n� II - - - - - -E- - - - - - - - - - - - - - - - @12"OC nn ' nl1 II , i 11 I I EX.2X8 FJ 016"0C II _ IIII II , n I 00 IIII II F- T BLOCK w o FOUNDATION ; > N PROPOSED CRAWLSPACEcx IIII II ILLD � M p IIII II 0 '-0" 8'-8" 8'-81/2" w _O„ o nl1 O O E j 0 tt) i~ IIII W 7f 10'P [) D Lo G! +�+ IIII N --_ --- _1_ ___ _1____ OO IIII w 3'X2'ACCESS _t_ ___ ____-___ _ Q\ . '� va pa .v n v =x= _____ ______ _ x=====____ -x- _x= �` v m --- --- IEEE] SHELF P cc --_---- (3)1-3/4X7-1/4 ML GIRDER `----_--± (3)1-3/4X7-1/4 ML GIRDER `-- I F- U +� a I U-- 8X16 CONC.PIER Z rn cn d _ w/24"X32"X12"FTG. > 00 #5 REBAR °. I I n° co (ALT.:LALLY COLUMN U `0 cv i @12"OC �p ° c0 ' .D r7 I I w/2'X2'XI'FTG.) O I 0D O W Cc�o � G In r0 4 N 4 v a pa p a va .v . •da 'o I pa •v • V V pa •v �. v 4 pa •v . . p 4 p •v ' C EXTEND EX. c 16"d TREA6,, HOSE BIB W u 2" 8'-0" U O 7'-2" 2'-6" 11'-01/2" 22'-6" cn d N 43 -21/2" dK � B A ux 1).8"THICK POURED CONCRETE FOUNDATION.3000 psi.TOP OF FOUNDATION 4).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES TO MATCH EXISTING.GC TO VERIFY AND ADJUST HEIGHT AS REQUIRED FOR TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS NEW FINISHED FLOOR TO MATCH EXISTING.EXTERIOR OF FOUNDATION TO SILL GASKET. E BE DAMPPROOFED WITH A BITUMINOUS COATING. 5).PROVIDE 5/8" S A.ANCHOR BOLTS S. NC O.C.AND W/ITO HAVE OF CORNERS, PROJECT NORTH FOUNDATION PLAN 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4) KEYWAY IN FOOTING. INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A S FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO E D q UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. W SCALE: 1/4" 1' c,�5� v IN 3).FOUNDATION SLAB TO BE 2"THICK Rcy ��(TYPICAL). 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE �• 4.� `u� y� � BLOCKING AT 8'-0"O.C.(MAX.)AND MIDSPAN, y n 7).FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. DRAWN: MH/MS N SCALE: 1/4"=V-0" JOB#: 022339 Q September 24,2018 �OP N E\N�(0 SHEET NUMBER: A-4 REVISIONS: EXISTING DECK EXISTING DECK EXIMNG BEDROOM EXISTING STOOP T� V 1 EXISTING BEDROOM EXISTING LIVING ROOM O EXISTING FAMILY ROOM Q W o � O O � o uc O O O ENTRY EXISTING KITCHENF\A/ -�® OpCn EX15TING BEDROOM E2S1FL •- BATH � O O O W EXISTING BEDROOMF TO EXISTING PORCH ------_____; SHEAR WALL EXISTING LIVING ROOM EXISTING STOOP Q E -t PROJECT NORTH EXISTING 1ST. FLOOR PLAN 0 SCALE: 1/8"= 1' FRAMING: TIMBERSTRAND LSL STUDS @16"OC A/ END WALL POST: (3)TIMBERSTRAND LSL STUDS EXISTING BEDROOM EXISTING FAMILY ROOM HOLD DOWN ANCHOR: SIMPDON STRONG TIE HDU AT ALL Vy WINDOW AND DOOR OPENINGS C$ D > O OR AT 6-0"MAX. o X EXTERIOR PLYWOOD: 3/4"ADVANTECH PLYWOOD N ° z INTERIOR PLYWOOD: 5/8"ADVANTECH PLYWOOD Ce PLYWOOD FASTENING: 8d @ 16"OC EDGE,8d @ 12"OC FIELD 2 GYPSUM FASTENING: No.6 X 1-3/4"SCREWS @ 8"OC EDGE HALL 2XW 12"OC FIELD STEEL FLIZ(S) (D © o oPLATE PE 16" � 16" � Z 2v 0 -------- -------- TT�� 5"w X 5"w X 3/8"t STEEL ANGLE CLIP V 1 N (EACH SIDE OF BEAM) 0 O O z z o ,l OO 0 00 O O O 2�/={- i i .1 D W --------------------5r13/4-X1h7-/8MI-DROPPED-BfAM----------------------- BENCH N :�: ;.�: : O ----------------------------- ------------- MICROLAMS O ' ------------ - - PER PLAN ' 00 O O 5/8"dia.CONNECTION BOLTS „ �{ i HALL N ASTM A307 GRADE A 60,000ksi I- ^ N WITH WASHERS AND NUTS ) � O m O � I� I � ��I � , G d• @ 16"OC(STAGGERED) (TYP.) /edia. e i i a ________________ =-- N EXISTING BEDROOM EXIST. 2'-4" 2'-4" -------------- ----------- '._ - N Q ENTRY (2 2X8 COLLAR TIES � �. N u � TYP. BATH PosT: m v u EX. RADIANT is , x u FLOOR HEAT (3)1-3/4X7 1/4 ML w/, , i o M v TO REMAIN _--(- - STEEL PLATES I � _t -- - ------ L 3/4X7-V4 ML (2)1/ PLATES v�' = M �, i O ¢ v STRUCTURAL BEAM CONNECTION DETAIL - ------- ----- -- - -------- -- - - . � x o >~ Ialzx Ln 5.1/4x5.1/4 ; '(Bz - ________= 2 - COLLAR TIES __ _______________________ o0 k+ ( ) POST ZXH PARALLAM , i 'POS \ ° @ 16"OC C�OL°UMN 6'-81 >, 5'-11" NTSlu (3)23s0 D o PROPOSED - ---------------- a- R PROPOSED KITCHEN •-- o `" H ; CATHEDRAL CEILING I 0}W BATH ' RADIANT FLOOR HEAT , 2 m PROPOSED ' RADIANT FLOOR HEAT PANTRY I i__ ____________________________________________________ ___ o N u m °' C0 IN^ PORCH =� N (2)2X8 COLLAR TIES N 'M X' O I X BARREL I __ . - I/i" 4" 16" 16" ��UALING N N (3)2X8 HDR (3)2X8 HDR ; , I , , I 4 W r `----------------+ I DW I O O I pW I •--------------- d 2�/� EXISTING CEILING HEIGHT: IOXIO COLUMN Wi �. O O O TW20310 TW20310 I i i i i I STEEL PLATE O O 8'-0 TW2432-3 „ 2V/ ----------------------- W 5/8"CARRIAGE BOLTS @16"OC (TYP.) WALL LEGEND "' ' '� �, O 2 -5 5 -8 2 -111/2 11 -4 11 -2 le --------------, [� U) --------------, WALL TO BE REMOVED 4 -0 3 -0 MULTIPLE FLITCH PLATE DETAIL P�'i 7 - 2'-6" 1'-01h" 22' 6" � NTS EXISTING WALL � N NEW WALL NOTE: B a 1 DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL [INT.:2X4=4-1/2",2X6 = 6-1/2",EXT.:2X4=4-",2X6 =6"] V 1. USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 7. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS DIMENSIONS OF NEW WALLS ARE FROM STUDS RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, x 3/16" MACHINE (EXT./INT.:2X4= 3-1/2",2X6 =5-1/2"] MANUFACTURE'S INSTRUCTIONS. FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. BOLTS PER CODE. QI 0 2. PLATE HEIGHT TO MATCH EXISTING UNLESS OTHERWISE NOTED. 3-s/e"dia. NAME: EXISTING: ADDITION: ALTERATIONS: TOTAL: 3. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.(2X4 8• ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE MACHINE AT KITCHEN SOUTH WALL TO MATCH DINING ROOM) APPLICABLE.PROVIDE DE IN PROTECTION PANELS WITH FASTENING BOLTS HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 0 1ST. FLOOR: 1820.7 SQ.FT. 443.2 SQ.FT. (231.2 SQ. FT.) 2263.9 SQ. FT. 4. EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 9. INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R49,EXT. E 3"X4"X3/8" 2ND.FLOOR: 868.2 SQ. FT. 367.3 SQ. FT. (96.8 SQ. FT.) 1233.5 SQ. FT. 5. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER WALLS:R20, FLOOR:R30.EXTERIOR OPENINGS MAX.U 0.30 S PROJECT NORTH 1ST. FLOOR P � STEEL ANGLE ALL BATHS.PROVIDE BLOCKING AT 8'-0 O.C.AND MIDSPAN. 10. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. WEST PORCH: 38.8 SQ.FT. (REPLACE) 41.0 SQ.FT. 6. PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT �Rc UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE W v IN SCALE. 1/411 SC EAST MAIN DECK: 568.9 SQ.FT. 568.9 SQ.FT. STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH AREAS. �� v y� DRAWN: MH/MS SIDE FOR MICROLAM HEADERS. 11. ALL FLOOR TILE AREAS TO HAVE MUD SETTING. 7 BEAM TO COLUMN CONNECTION 1ST.FL. EAST SIDE DECK: 26.8 SQ.FT. 26.8 SQ.FT. 7. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc 1N CEILINGS SCALE: 1/4"=1'-0" 12. ALL NEW PLUMBING WATER SUPPLY LINES TO BE i/2"PEX HOME RUNS. * JOB#: (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 2ND.FL.EAST SIDE DECK: 100.0 SQ. FT. FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 13. INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS N _ N September 24,2018 Q PER CODE. OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. SHEET NUMBER: INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. �22339 Q- 17. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. F N EVE�O A-5 REVISIONS: O H A w O � Oa P.46 �3 O zw A ~ � •-- -------------------------------------------------------------------- z I � N O W 1 I I 1 1 ' EXISTING DECK Q , 1 I i 1 i a o EXISTING BEDROOM g DNq I I I�J`•1 1 1 I 1 1 1 9 = n 9 EXISTING LOFTZOC FRI :::ll z DN � Z -S PROJECT NORTH EXISTING 2ND. FLOOR PLAN I I SCALE: 1/8" = 1' I I M I � I > O 0 1 C7 V I 1 c� G! V � WALK-IN CLOSET ------- � CEILING HE I pip m c� p �� EXISTING BATH O 10'-4" � Q 91/ 4 10'-81/2"; �" r w .x \J ' T-3 1/2" c�c zv LO a? >~ o ; PIT.HT. 00 u •• ---------- - I l m .0 FF-nx � U1 q 00 � ----------(372XSDF#2HbRF � U Cn am+ :DWALL LEGEND - MATCH OPP.DORMER N v 3'-0"h ARCH TRANSOM 1 �______________, OVERTW2842-2 (VIF) W ►______________, WALL TO BE REMOVED 1 1 EXISTING WALL 1 1 MATCH EX.DORMER 1 1 1 ' NEW WALL NOTE: EXISTING CEILING HEIGHT: --'--'--'--------" DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL 8'3 1/2" C (3)1-3/4X9 1/2 ML HDR C 'u [INT.:2X4= 4-1/2",2X6 =6-1/2",EXT.:2X4=4-",2X6= 6"] CUSTOM ARCH WINDOW U 0 T-0'XT-2%2'-0"LEG DIMENSIONS OF NEW WALLS ARE FROM STUDS [EXT./INT.:2X4= 3-1/2",2X6 =5-1/2" 1 B � �► N NAME: EXISTING: ADDITION: ALTERATIONS: TOTAL: 1. USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 7. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS A 1ST.FLOOR: 1820.7 SQ. FT. 443.2 SQ.FT. (231.2 SQ.FT.) 2263.9 SQ.FT. RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, MANUFACTURE'S INSTRUCTIONS. FRAMED CHIMNEY/DUCT CHASES.VENTS,PIPE PENETRATIONS,etc. 2ND.FLOOR: 868.2 SQ.FT. 367.3 SQ.FT. (96.8 SQ.FT.) 1233.5 SQ.FT. PER CODE. 2. ATTIC SHEATHING TO BE 3/4"PTS,APA RATED PLYWOOD. 8. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE WEST PORCH: 38.8 SQ.FT. (REPLACE) 41.0 SQ. FT. 3. PLATE HEIGHT TO MATCH EXISTING UNLESS OTHERWISE NOTED. APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 4. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. EAST MAIN DECK: 568.9 SQ.FT. 568.9 SQ.FT. E 5. EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 9. WALLS: R20, L UNLESS OTHERWISE NOTED:CEILING/ROOF:R49,EXT. " WALLS:R20,FLOOR:R30.EXTERIOR OPENINGS MAX.U 0.30 PROJECT N 0 RT H 2ND. FLOOR PLAN 1ST.FL. EAST SIDE DECK: 26.8 SQ. FT. - - 26.8 SQ.FT. 6. PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS S UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK 10. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK 2ND. FL. EAST SIDE DECK: 100.0 SQ. FT. STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH 11. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. W SCALE. 1/4" 1' SIDE FOR MICROLAM HEADERS. - gQ 770 DRAWN: MH/MS ►� SCALE: 1/4"=1'-0" JOB#: ,r �2 39 �� September 24,2018 1C1 O �Q SHEET NUMBER: F N E� A-6 REVISIONS: /Z= W C O A � N Q Q - W OQ 0 � H � O CRICKET a z � 00 LL I�A�TF N Z EX.CHIMNEY O w + Lu J p m 00, o �� TF ti} Qs � o CUT BACK EX.R F iv" AS REQUIRE LLJ X Lo N 12 paw ' Ox N @16"OC 10 X o 12 V 2X12 V ns v +: 12 MATCH PLATE o 2 rl EXISTING �-+ DORMER �-r � ,+ V Y V 011 O1 N 0 r' as 12 O w Sti u 127 4 � 10 @16"OC o `2 OC X A N 12 cl\ w B A N 1. INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. 8. ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS 2. ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. 9. DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING " 3. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. V UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE U) (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. COMPLETE. E PER CODE. 10. INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. ROOF PLAN PROJECT NORTH 4. APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. USE GALVANIZED(ZINC COATED)ROOFING NAILS,it-12 GAUGE WITH AT i S 5. REMOVE EXISTING ROOFING.REPAIR/REPLACE ROOF SHEATHING,FLASHING, LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. SCALE. 1/4" = V EDGING,etc AS REQUIRED.RE-SHINGLE EXISTING ROOF WITH NEW(COLOR AND USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT W STYLE AS SELECTED BY OWNERS). CUTTING INTO SHINGLE SURFACE. 6. APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND 11. VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT S•400 �C C DIRECTLY TO THE DECK ALONG EAVES. AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA C1 � IN RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. 7. USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO �0 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. CONCEAL VENT. 12. GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. N DRAWN: MH/MS On ' SCALE: 1/4"=V-0" 0 339 JOB#: F O �0 September 24,2018 NE SHEET NUMBER: A-7 REVISIONS: 1-3/4X14 ML RIDGE O 2X10 DF#2 RR @16' C U EXISTING ROOF TRUSS W U TO REMAIN 12 (2)2X8 COLLAR- 2a TIE @48"OC CATHEDRAL CEILING (5)1-3/4X11-7/8 2X6 SHEAR WALL: ML DROPPED BEAM ' O M 1 2X6 TIMBERSTRAND STUDS - ' -� @ 16"OC ro + 3/4"SHEATHING EXTERIOR, 1 , H 5/8"SHEATHING INTERIOR 0) O / 1Ell --EEI� ^ 00 2X6 ACQ SILL PLATE TERMITE SHIELD SILL SEAL 3/4"SUBFLOOR �.V/ 2X8 DF#2 FJ @16"OC EXISTING - - - - - e _ W 8"PC WALL 7 (3)1-3/4X7-1/4 I DAMPPROOF P• ML GIRDER EXISTING EXISTING 1) ti 8X16 BLK PIER (ALT.LALLY COLUMN)lz Z 2"CONC.SLAB o, 16"XS"CONC.FTG. 24"X28"X12" ^/ (2)#5 REBAR FTG. E••L•� SECTION A-A. � a z SCALE: 1/4" = 1' cn o 0 2X12 LAYOVER T \ PLATE v 2X12 RIDGE O O 1-3/4Xi4 X8 C @16" C ML RIDGE CUT BACK RAF ERS m N Cd AS REQUIRED m m O EXISTING c v 12 °� o w C� V 1QO�'L� 141 2X10 RIDGE 12 ////' C:) v �� (a v " �j �.. /' / Ln U Y-I ��-II GJ bO Lu 10 a-+ / V) 2X8 RR @16"OC �Q- �� i N G u DBL.2X8 COLLAR TIES 219) W 2X8 Hill CJ @16"OC - -- -- co 2X8 @16"0C EXISTING p N {, (2) PLYS 3/4"AC SHTG. uj 1 2X PLATE �`u� (MIN. FASTENED, �+ (3)1-3/4X7-1/4 ML FM v i RIPPED TO RADIUS @8"OC w/(2)1/2"STEEL W � i m 4 u O WALL HEIGHT TO BE H I- O� ; ADJUSTED FOR ROOF u 10X10 FG COLUMN 0 V F- w/6X6 ACQ POST SOFFIT TO MATCH00 U) j0 0 eeeee n ® 0 i MAIN HOUSE OOTI I T[I [] T[I [] i 4"CONC.HAUNCH SLAB N w/6X6 10/10 WMM — - — BLUESTONE PATIO ' ' — " — - — 2X8 DF#2 FJ @16"OC •j ` i .� i r. i 2X8 FJ @16"0C EXISTING SHELF •° e 2X6 ACQ SILL PLATE V 8"PC WALL �: 2X6 ACQ SILL PLATE "P) A•• I v I �••► TERMITE SHIELD DAMPPROOF �, TERMITE SHIELD ° 6"GRAVEL ONo - PC WALL SILL SEAL EXISTING ILL SEAL ;�. COMPACTED o•o• CD Z DAMPPROOF �• EXISTING r,� 2"CONC.SLAB CLEAN FILL c 1 .ti � b 2"CONC.SLAB 16"X8"CONC.FTG. — ' ' — (2)#5 REBAR 16"X8"CONC.FTG. (2)#5 REBAR SECTION C-C SECTION B-B BAR IN SCALE: 1/4" = 1' SCALE: 1/4" = 1' N DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: �2 339 o September 24,2018 OF NE SHEET NUMBER: REVISIONS: REScheck Software Version 4.6.4 Compliance Certificate J7J Project Eneerav Code: 2015 IECC Location: Cut drogue, Flew York Consbt► don Type: Single-family Project Typla- New Construction Conditioned Floor Area- D ft2 Glazing Area 19% Climate Zone- 4 (SS72 HDD) / Permit Daf6e- - - — — — — — — — — — — — — — — — — — — — — — — — — —— — — — PermitNu1T16er- .r , Canstuction Sete: O r�erfelgent: DeSignerlContmaor- �� 140CHSTPIASSER Ma:ic Schwertz Arcl itect 2P,55 NASSAU POINT ROAD P-0.Box 933 � z CUTC140oue, NY Cutchoaue, rN 11535 ' 01-734-4185 v1 mksarchitect�ap+t nlinexet O W A • , I ' , ' , , ' , 1 .` � . ,Y !.1 �` 4, r Y, �'. ,'.. ` - � Imo_" Co"112r�ce: n-cr%De#terTban Cade maximum UA: 228 You-UA: 205 Maximum SHCC: 0.40 You:SHC:C: 4'-30 (W U Tht%Bmwe r worst Thw"Cod*lhdir rtgocts haw dlasi'm campfierce tFt!oust i n Eestd an cods trt,d.-cff rota. W k+ H R aaeS NM praa+di an ta6mew aF*mrpy us#or coat v*6 vt 6a■ma„inns*eo2t hcmi. O/�O / U Envelope Assemblies 'INSTALL WINDOW(S) PLUMB, LEVEL AND SQUARE INSTALL JAMB FLASHING. INSTALL A DRIP CAP (IF FOLD HOUSEWRAP DOWN AT HEAD; TAPE 1:' F PER MANUFACTURER'S INSTRUCTIONS; SEALANT APPLICABLE); HEAD FLASHING; AIR SEAL WINDOW AROUND Floor 1:All-Wood ._ .. _. ...,.__,..._..•_ _w �' 'BEAD AT JAMBS AND HEAD MAY BE OPTIONAL INSTALL HEAD DLASHING ENTIRE PERIMITER ON THE INTERIOR WITH 1 tlTrusr_Cl rer Urconditiored Space 442 0.0 21-0 0.040 is 'BASED ON RISK FACTORS; IF SEALANT IS INSTALLED SEALANT OR NON-EXPANDING FOAM; EXPAND- 14an 1:1elcod Frame,IC"ox. 443 0.0 19.0 0.043 15 0 F+ � IT MUST BE CHEMICALLY COMPATABLE WITH ING FOAM SHOULD NOT FILL THE SILL PAN. YTrdow 1:Wood Frame0ouble Pane wit!k Law-E 43 0.290 12 ~ W SHOC:0.30 HOUSEWRAP AND FLASHING, Lelndow 3:Wood Frame:Dauble Pane witl-Law-E 22 0.290 5 H Q! SHOC:0.33 a Door 1:Solid 21 0.290 G \X/INDOW WITH HOUSEWRAP DETAIL wan 2:Wcod Frerre,15'o.c. 120 0.0 19.0 0.043 3 W 1Yrxdaw 2:Wood Frame:Dovble Pane wiz!",Low-E 42 0.290 12 A SHDC:0.30 wan 3:Wood Frame,IC*ox. 127 0.0 13.0 0.057 5 Vrir.dow 4:Wood Frame:Dolrble Pane wit' Law-E 25 0.290 7 SHOO:0.30 Ceiling 1:Cathedral Ceiling 352 0.0 21-0 0.044 15 Ceiling 2: Ftaz Ceiling or Scissor Truss 85 0-0 21-0 0.044 4 O O W � � Project Title: Report date: OSt2211B O� Data filename: CAUsers%Draft5nn Statonldocurnentst.REScheck�OCHSTRASSER-rck Pagel of 2 � F. F. O a 2" 2„ z 00 00 2. I I I I I I 1 I I I 1 I I I I do I ` 110 • • •. ( • FASTENER TYPE: SPACING: ' I ' I / ( I ' I ( I I ( I ( I I ( 3 3 No.8 ANCHOR / ' ' I / I I ' ( ' ' 'I ( 11/4 11/4,, 1 1/2 1 1/4 1 1/4 O BASED ANCHOR WITH 16"OC 21n.EMBEDMENT LENGTH JI • ( ( • ( l ( � • / I • I •• I I • I ' • W.C. LAV. LAV. No.10 WOOD-SCREWS \ ��J I • ' I 1 ( ' n • ( ( ( ( N q BASED ANCHOR WITH 16"OC I I I l I ( / BATH SHOWER c1r1 n OV 21n.EMBEDMENT LENGTH I I I I l l I I t'7 1 4in.dia.LAGSCREW I I I II I 1 I I II I 2 ^ V BASED ANCHOR WITH 16'OC I I y I C.O. 2 O m m 21n.EMBEDMENT LENGTH _ I ( _ I I I _ I I I _ ( 1 I I ' I I 3 1 1/4 1 1/4 � T >� V • I It\ ( I11 I � I I I •• � � I � • o � XO � �\ I 1 ( I I1 I ' • ` , l I 3/4"SHE APA PLYWOOD .� L I I I 1 4 1 l I 1 I I 1 I r SHEATHING � y � 1/2"APA RATED SHEATHING l l l GRADE PLYWOOD I I I I I I I I•• I I Il • I I I1 I,• O V \ I I l I I (ALTERNATNNE:7/16"O.S.B.) • t 1 • I l I I \ 11/4 11/4 �+ 0 di 11/4 11/4 11/2 11/4 11/2 11/4 I1/4 t� IT•) / ' 1/2"APA RATED SHEATHING I I I GRADE PLYWOOD (ALTERNATNNE:7/16"O.S.B.) • I ' I f I I I ! I I I V' W.C. W.0 SINK SINK F.A.I. � ( ( I I ( I • ! • i I •• / C. i / • W.M. D.W. D.W. .A 00 co Cn BATH SH ER SH ER N � o t o 'f I I I ti ( I I ( I ( I ( ,,/2 0 w 3 FASTENER TYPE: SPACING: I I ' / 2X4 DF#2 I I I II I 1 I C.O.1 2 1 1/4 3 C.O'1/2 2 3 2 2 I C.O. No.8 WOOD-SCREW STUDS I BASED ANCHOR WITH 10"OC �• ( I ' ( O•I I ' 'I 3 3 WINDOW SILL tin.EMBEDMENT LENGTH l 1 • ' • ' •• • / • 3 TYPICAL WINDOW OPENING No.10ANCHORWITH Ir 1 1\ BASED ANCHOR WITH 12"OC I I l l I I I I 1 ( ( I PANEL SPAN EQUAL OR SMALLER tin.EMBEDMENT LENGTH THAN 4 FEET 1/4in.dia.LAGSCREW BASED ANCHOR WITH 16"oc • I I I I • ( SLOPE"1/4"PER FOOT PITCH TO DRAIN a — tin.EMBEDMENT LENGTH — � — � U TYPICAL DOOR OPENING • • • • FASTENER TYPE: SPACING: TO APROVED O PANEL SPAN GREATER THAN 4 FEET a°C.I. SEPTIC SYSTEM MULTIPLE PLYWOOD ASSEMBLIES TRAP HOUSE 2-2X4 DF#2 STUDS CONNECTED No.8 WOOD-SCREW AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL BASED ANCHOR WITH 8"OC THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS tin.EMBEDMENT LENGTH PLUMBING SCHEMATIC AND NUTS @ 2'-0"O.C. No.30 WOOD-SCREWS N TYPICAL MULTIPLE OPENINGS BASEMBEDMENTLEH 9"OC N.T.S. tin.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET AGSCREW AND EQUAL OR SMALLER BASE dia. HORWIT Q BASED ANCHOR WITH 16"OC THAN 8 FEET tin.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-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 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 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. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. \�,SEFtED ARC, �G 'yam —� DRAWN: MH/MS C�\% �,I N LU � SCALE: 1/4"=1'-0" > � 3-1__� JOB#: ;'-'233g Q`" September 24,2018 N `l SHEET NUMBER: A-9 REVISIONS: 12" 3/4"THICK BIRCH ! SHELVING ROOM FINISH SCHEDULE 1/4"X3/4"BEADED LOCATION: CEILING: WALLS: FLOOR: CEILING TRIM: OPENING TRIM: CEILING TRIM: COMMENTS: SHELF EDGING 1ST. FLOOR: PROPOSED ENTRY 5/8"GYPSUM SHEETROCK 5/8"GYPSUM SHEETROCK 1X3 BIRCH CLEAT 82"TO TOP Of (SIDES&BACK) PROPOSED HALLWAY 5/8"GYPSUM SHEETROCK 5/8"GYPSUM SHEETROCK BUILT IN BENCH w/HOOKS FINISHED FLOOR PROPOSED BATH 5/8"MOISTURE-RESISTANT SHEETROCK 5/8"MOISTURE-RESISTANT SHEETROCK PROPOSED LAUNDRY 5/8"GYPSUM SHEETROCK 5/8"GYPSUM SHEETROCK PROPOSED PANTRY 5/8"GYPSUM SHEETROCK 5/8"GYPSUM SHEETROCK 3/4"THICK BIRCH ��'! 16 PROPOSED KITCHEN 5/8"GYPSUM SHEETROCK 5/8"GYPSUM SHEETROCK SHELVING EXISTING FAMILY ROOM 5/8"GYPSUM SHEETROCK PATCH/REPAIR EXISTING EXISTING LIVING ROOM 5/8"GYPSUM SHEETROCK(WEST WALL) PATCH/REPAIR EXISTING 1/4X3/4"BEADED SHELF EDGING FRONT PORCH 1-5/8 DIA. Z FIR POLE 2ND. FLOOR: O EXISTING MASTER BEDROOM 5/8"GYPSUM SHEETROCK(SOUTH WALL) PATCH/REPAIR EXISTING ~ 1X3 BIRCH CLEAT (SIDES&BACK) PROPOSED HALL 5/8"GYPSUM SHEETROCK 5/8"GYPSUM SHEETROCK 66"TO TOP OF FINISHED FLOOR WALK-IN CLOSET 5/8"GYPSUM SHEETROCK 5/8"GYPSUM SHEETROCK OFFICE 5/8"GYPSUM SHEETROCK 5/8"GYPSUM SHEETROCK W 1.4 W TYPICAL CLOSET SHELVING C:� o � INTERIOR TRIM NOTES:- PAINTING NOTES : Q 1). TRIM AND MOLDINGS: INSTALL IN SINGLE, UNJOINTED LENGTHS AT OPENINGS AND FOR RUNS LESS THAN THE MAXIMUM LUMBER LENGTH AVAILABLE. FOR LONG RUNS, EXECUTION: APPLICATION CONTINUED: HUDSON RIVER MILLS USE ONLY 1 PIECE LESS THAN THE MAXIMUM LENGTH AVAILABLE IN ANY STRAIGHT A). EXAMINE SUBSTRATE,AREAS AND CONDITIONS,WITH APPLICATOR PRESENT,FOR G).SAND LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL OR VARNISH COAT. 3/4"X3-1/2" RUN. STAGGER JOINTS IN ADJACENT MEMBERS. COPE MOLDING AT RETURNS. MITER COMPLIANCE WITH REQUIREMENTS FOR PAINT APPLICATION.COMPLY WITH BASE PROCEDURES SPECIFIED IN PDCA P4. H).SCHEDULING PAINTING:APPLY FIRST COAT TO SURFACES THAT HAVE BEEN CLEANED, ALL CORNERS. 1).PROCEED WITH PAINT APPLICATION ONLY AFTER UNSATISFACTORY CONDITIONS PRETREATED OR OTHERWISE PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER HAVE BEEN CORRECTED AND SURFACES RECEIVING PAINT ARE THOROUGHLY DRY. PREPARATION AND BEFORE SUBSEQUENT SURFACE DETERIORATION. 2).START OF PAINTING WILL BE CONSTRUED AS APPLICATOR'S ACCEPTANCE OF 1).OMIT PRIMER OVER METAL SURFACES THAT HAVE BEEN SHOP PRIMED AND TOUCH UP O 2). ATTACH THE WORK SECURELY IN PLACE. SURFACES AND CONDITIONS WITHIN A PARTICULAR AREA. PAINTED. HUDSON RIVER MILLS a). NAILING: BLIND NAIL WHERE POSSIBLE. USE FINISH NAILS WHERE EXPOSED. SET 2). IF UNDERCOATS,STAINS OR OTHER CONDITIONS SHOW THROUGH FINAL COAT OF B).COORDINATION OF WORK: PAINT,APPLY ADDITIONAL COATS UNTIL PAINT FILM IS OF UNIFORM FINISH,COLOR 3/4AASE/2 NAIL HEADS FOR FILLING, EXCEPT FOR EXTERIOR WOOD SCHEDULED TO RECEIVE 1).REVIEW OTHER SECTIONS IN WHICH PRIMERS ARE PROVIDED TO ENSURE AND APPEARANCE. NATURAL FINISH (IF ANY). COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON REQUEST, Q HUDSON RIVER MILLS FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO ENSURE 1).APPLICATION PROCEDURES:APPLY PAINTS AND COATINGS BY BRUSH,ROLLER,SPRAY E , >1 b). ANCHORING: SECURE THE WORK TO ANCHORS OR TO BLOCKING WHICH IS BUILT- USE OF COMPATIBLE PRIMERS. OR OTHER APPLICATORS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 3/4"XHR730 60WN INTO OR DIRECTLY ATTACHED TO SUBSTRATES. C).NOTIFY ARCHITECT ABOUT ANTICIPATED PROBLEMS WHEN USING THE MATERIALS J).MINIMUM COATING THICKNESS:APPLY PAINT MATERIALS NO THINNER THAN V 1 a Z SPECIFIED OVER SUBSTRATES PRIMED BY OTHERS. MANUFACTURER'S RECOMMENDED SPREADING RATE.PROVIDE TOTAL DRY FILM E-+ 3). CASEWORK: INSTALL WORK IN A MANNER CONSISTENT WITH THE AWI QUALITY APPLICATION: THICKNESS OF THE ENTIRE SYSTEM AS RECOMMENDED BY MANUFACTURE. GRADE SPECIFIED. A).COMPLY WITH PRODUCERS SPECIFIED IN PDCA P4 FOR INSPECTION AND ACCEPTANCE K).MECHANICAL AND ELECTRICAL WORK:PAINTING OF MECHANICAL AND ELECTRICAL a). SECURE CASEWORK TO GROUNDS, STRIPPING, OR BLOCKING WITH COUNTERSUNK OF SURFACES TO BE PAINTED. WORK IS LIMITED TO ITEMS EXPOSED IN EQUIPMENT ROOMS AND OCCUPIED SPACES. CONCEALED FASTENERS AND BLIND NAIL AS REQUIRED TO PROVIDE A RIGID B).COORDINATION OF WORK:REVIEW OTHER SECTION IN WHICH PRIMERS ARE PROVIDED Q.BLOCK FILLERS:APPLY BLOCK FILLERS TO CONCRETE MASONRY BLOCK AT A RATE Q' INSTALLATION. SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISH WORK. TO ENSURE COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON TO ENSURE COMPLETE COVERAGE WITH PORES FILLED. tn C'.') REQUEST,FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO u cy � b). ADJUST AND LUBRICATE CASEWORK HARDWARE FOR PROPER INSTALLATION. ENSURE USE OF COMPATIBLE PRIMERS. M).PRIME COATS:BEFORE APPLYING FINISH COATS,APPLY A PRIME COAT, `M+I i' z AS RECOMMENDED BY MANUFACTURER,TO MATERIAL THAT IS REQUIRED TO BE r 1 4). PLASTIC LAMINATED FINISH WORK (WHERE APPLICABLE): C).REMOVE HARDWARE AND HARDWARE ACCESSORIES,PLATES,MACHINED SURFACES, PAINTED OR FINISHED AND THAT HAS NOT BEEN PRIME COATED BY OTHERS. v LIGHTING FIXTURES AND SIMILAR ITEMS ALREADY INSTALLED THAT ARE NOT PAINTED. RECOAT PRIMED AND SEALED SURFACES WHERE EVIDENCE OF SUCTION SPOTS OR HUDSON RIVER MILLS ; ' ' a). COORDINATE AND VERIFY SIZES AND LOCATIONS OF OPENINGS FOR FIXTURES IF REMOVAL IS IMPRACTICAL OR IMPOSSIBLE BECAUSE OF SIZE OR WEIGHT OF UNSEALED AREAS IN FIRST COAT APPEARS,TO ENSURE A FINISH COAT WITH NO O 1-1//16"X2"SILL WITH ACTUAL FIXTURE SIZES. FORM INSIDE CORNERS TO A RADIUS OF NOT LESS AND PAINTING.THE ITEM,PROVIDE SURFACE-APPLIED PROTECTION BEFORE SURFACE PREPARATION BURN-THROUGH OR OTHER DEFECTS DUE TO INSUFFICIENT SEALING., F1'� FJ•� HR2504 THAN 1/8". ROUT CUTOUTS AND FILE CUT EDGES TO SMOOTH SURFACE FREE OF 1).AFTER COMPLETING PAINTING OPERATIONS IN EACH SPACE OR AREA,REINSTALL N).PIGMENTED(OPAQUE)FINISHES:COMPLETELY COVER SURFACES AS NECESSARY TO ITEMS REMOVED USING WORKERS SKILLED IN THE TRADES INVOLVED. PROVIDE A SMOOTH,OPAQUE SURFACE OF UNIFORM FINISH,COLOR,APPEARANCE CRACKS. AND COVERAGE.CLOUDINESS,SPOTTING,HOLIDAYS,LAPS,BRUSH MARKS,RUNS, HUDSON RIVER MILLS D).SURFACE PREPARATION:CLEAN AND PREPARE SURFACES TO BE PAINTED ACCORDING SAGS,ROPINESS OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. 1"X4-1/4"CASING - - TO MANUFACTURER'S WRITTEN INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE HR437 CONDITION AND AS SPECIFIED. 0).TRANSPARENT(CLEAR)FINISHES:USE MULTIPLE COATS TO PRODUCE A GLASS- N v 1).PROVIDE BARRIER COATS OVER INCOMPATIBLE PRIMERS OR REMOVE AND REPRIME. SMOOTH SURFACE FILM OF EVEN LUSTER.PROVIDE A FINISH FREE OF LAPS,RUNS, m o 2).CEMENTITIOUS MATERIALS:REMOVE EFFLORESCENT,CHALK,DIRT,GREASE,OILS AND CLOUDINESS,COLOR IRREGULARITY,BRUSH MARKS,ORANGE PEEL,NAIL HOLES OR � n RELEASE AGENTS.ROUGHEN AS REQUIRED RO REMOVE GLAZE.IF HARDENERS OR OTHER SURFACE IMPERFECTIONS. o v SEALERS HAVE BEEN USED TO IMPROVE CURING,USE MECHANICAL METHODS OF P).STIPPLE ENAMEL FINISH:ROLL AND REDISTRIBUTE PAINT TO AN EVEN AND FINE 0, $ SURFACE PREPARATION. TEXTURE.LEAVE NO EVIDENCE OF ROLLING SUCH AS LAPS, IRREGULARITY IN O " X 0. 0 .' 3).WOOD:CLEAN SURFACES OF DIRT,OIL AND OTHER FOREIGN SUBSTANCES WITH TEXTURES,SKID MARKS,OR OTHER SURFACE IMPERFECTIONS. SCRAPERS,MINERAL SPIRITS AND SANDPAPER,AS REQUIRED.SAND SURFACED w EXPOSED TO VIEW SMOOTH AND DUST OFF. o (u \ HUDSON RIVER MILLS a).SCRAPE AND CLAD SMALL,DRY,SEASONED KNOTS,AND APPLY ATHIN COAT CLEANING AND PROTECTING: 3/4X OF WHITE SHELLAC OR OTHER RECOMMENDED KNOT SEALER BEFORE APPLYING 0 \p, JF;; BASE PRIMER.AFTER PRIMING,FILL HOLES AND IMPERFECTIONS IN FINISH SURFACES A).AT THE END OF EACH WORKDAY,REMOVE EMPTY CANS,RAGS,RUBBISH AND OTHER WITH PUTTY OR PLASTIC WOOD FILLER.SAND SMOOTH WHEN DRIED. DISCARDED PAINT MATERIALS FROM PROJECT SITE. b).PRIME,STAIN,OR SEAL WOOD TO BE PAINTED IMMEDIATELY ON DELIVERY. Ln U PRIME EDGES ENDS,(ACES,UNDERSIDES,AND BACK SIDES OF WOOD,INCLUDING B).PROTECT WORK OF TRADES,WHETHER BEING PAINTED OR NOT,AGAINST DAMAGE cn CABINETS,COUNTERS,CASES AND PANELING. FROM PAINTING.CORRECT DAMAGE BY CLEANING,REPAIRING OR REPLACING AND 00 HUDSON RIVER MILLS " c 1F TRANSPARENT FINISH IS REQUIRED,BACKPRIME WITH SPAR VARNISH. REPAINTING AS APPROVED BY ARCHITECT AND OWNER. N 3/4"X3/a COVE HUDSON RIVER MILLS ) o w HR1404 1"X4-1/4"CASING d).BACKPRIME PANELING ON INTERIOR PARTITIONS WHERE MASONRY,PLASTER, OR OTHER WET WALL CONSTRUCTION OCCURS ON THE BACK SIDE. C).PROVIDE"WET PAINT'SIGNS TO PROTECT NEWLY PAINTED FINISHES.AFTER HR437 e).SEAL TOPS,BOTTOMS AND CUTOUTS OF UNPRIMED WOOD DOORS WITH A HEAVY COMPLETING PAINTING OPERATIONS,REMOVE TEMPORARY PROTECTIVE WRAPPINGS DETAIL N o• 1 l COAT OF VARNISH OR SEALER IMMEDIATELY ON DELIVERY. PROVIDED BY OTHERS TO PROTECT THEIR WORK, 4).FERROUS METALS:CLEAN UNGALVANIZED FERROUS METAL SURFACES THAT HAVE NOT 1).AFTER WORK OF OTHER TRADES IS COMPLETE,TOUCH UP AND RESTORE BEEN SHOP COATED;REMOVE GREASE,DIRT,LOOSE MILL SCALE,AND OTHER FOREIGN DAMAGED OR DEFACED PAINTED SURFACES.COMPLY WITH PROCEDURES SUBSTANCES.USE SOLVENT OR MECHANICAL CLEANING METHODS THAT COMPLY WITH SPECIFIED IN PDCA Pl. cm SSPC'S(THE SOCIETY FOR PROTECTIVE COATINGS)RECOMMENDATION. a).TOUCH UP BARE AREAS AND SHOP-APPLIED PRIME COATS THAT HAVE BEEN INTERIOR PAINT SCHEDULE: DAMAGED.WIRE-BRUSH,CLEAN WITH SOLVENTS RECOMMENDED BY PAINT MANUFACTURER,AND TOUCH UP WITH SAME PRIMER AS THE SHOP COAT. A).GYPSUM BOARD(WALLS): u V 5).GALVANIZED SURFACES:CLEAN GALVANIZED SURFACES WITH NONPETROLEUM-BASED 1).ACRYLIC FINISH COATS OVER A PRIMER. O SOLVENTS SO SURFACE iS FREE OF OIL AND SURFACE CONTAMINATES.REMOVE a).PRIMER:INTERIOR GYPSUM BOARD PRIMER. PRETREATMENT FROM GALVANIZED SHEET METAL FABRICATED FROM COIL STOCK BY b). FINISH COATS:INTERIOR LOW-LUSTER ACRYLIC ENAMEL. MECHANICAL METHODS. B).GYPSUM BOARD(CEILING): E).MATERIAL PREPARATION: I).ACRYLIC FINISH:TWO FINISH COATS OVER A PRIMER. IN 1).MAINTAIN CONTAINERS USED IN MIXING AND APPLYING PAINT IN A CLEAN CONDITION, a).PRIMER: INTERIOR ALKYD WOOD PRIMER FOR ACRYLIC-ENAMEL AND SEMI- E'{ FREE OF FOREIGN MATERIALS AND RESIDUE. GLOSS ALKYD-ENAMEL FINISHES. N-� WAINSCOAT CAP 2).STIR MATERIAL BEFORE APPLICATION TO PRODUCE A MIXTURE OF UNIFORM DENSITY. b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. ' 15/16"X2-1/4" STIR AS REQUIRED DURING APPLICATION.DO NOT STIR SURFACE FILM INTO MATERIAL. IF NECESSARY,REMOVE SURFACE FILM AND STRAIN MATERIAL BEFORE USING. C). FERROUS METAL: ' 1).ALKYD-ENAMEL FINISH:TWO FINISH COATS OVER A PRIMER. u F).EXPOSED SURFACES:INCLUDE AREAS VISIBLE WHEN PERMANENT OR BUILT-IN FIXTURES, a).PRIMER:INTERIOR ALKYD FERROUS-METAL PRIMER. GRILLES,CONVECTOR COVERS,COVERS FOR FINNED-TUBE RADIATION,AND SIMILAR b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. x COMPONENTS ARE IN PLACE.EXTEND COATINGS IN THESE AREAS,AS REQUIRED,TONr MAINTAIN SYSTEM INTEGRITY AND PROVIDE DESIRED PROTECTION. D).ZINC-COATED METAL: ER MILLS INTERIOR DOOR, 1).PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE THE SAME AS SIMILAR 1).ALKYD-ENAMEL FINISH:TWO COATS OVER A PRIMER. HUDSON RIVER " ON RI EREXPOSED SURFACES.BEFORE FINAL INSTALLATION OF EQUIPMENT,PAINT SURFACES a).PRIMER: INTERIOR ZINC-COATED METAL PRIMER. BASE TRUSTILE TS2030 BEHIND PERMANENTLY FIXED EQUIPMENT OR FURNITURE WITH PRIME COAT ONLY. b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. 1-3/4" THICK 7' TALL 2).PAINT INTERIOR SURFACES OF DUCTS WITH A FLAT,NONSPECULAR BLACK PAINT WHERE VISIBLE THROUGH REGISTERS oRGRILLES. INTERIOR STAIN AND NATURAL-FINISH WOODWORK SCHEDULE: 3).PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH ; B EXPOSED SURFACES. A).STAIN-VARNISH FINISH: (USE THIS SYSTEM ONLY FOR NATURAL WOOD THA1T I$�_-RLD 4). FINISH EXTERIOR DOORS ON TOP,BOTTOM AND SIDE EDGES THE SAME AS THE NOT FACTORY FINISHED.)TWO FINISH COATS OF VARNISH OVER A SEALEF�•COA, EXTERIOR FACES. AND INTERIOR WOOD STAIN.WIPE WOOD FILLER BEFORE APPLYING !�I V IN 5).FINISH INTERIOR OF WALL AND BASE CABINETS AND SIMILAR FIELD-FINISHED 1).FILLER COAT:OPEN-GRAIN WOOD FILLER. C yGy (n I CASEWORK TO MATCH EXTERIOR. 2).STAIN COAT: INTERIOR WOOD STAIN. .l DRAWN: MH/MS HUDSON RIVER MILLS 3).SEALER COAT:CLEAR SANDING SEALER. N SCALE: 1/4"=1'-0" 9/16"X5-1/2"PANEL 4).FINISH COATS:INTERIOR ALKYD-OR POLYURETHANE-BASED CL R S I ( I _Jr VARNISH. (A JOB#: HR1510 September 24,2018 QQ 02 3� 0 SHEET NUMBER: OF N ESN DETAIL No. 2 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS • • RAFTER WALL STUD ENDWALL CRIPPLE STUD c BOTTOM PLATE o RIDGE • HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL IL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 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 ILOCATION JUSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2VD. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 o. STRAP APPLY OVER RIDGE TO EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / g 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER O FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC WALL STUD / THROUGH—ROOF EXHAUST a VENTS SELECTED AND w LOCATED BY CONTRACTOR W W METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL Q RIM BOARD CHIMNEY AS REQUIRED Z RAFTER 0 SILL PLATE(S) ' WALL SHEATHING RAFTERS MAINTAIN U ' VENTILATION . , WOOD JOIST �D SIDEWALL FLASHING FOUNDATION TOP PLATE FINISH WALL AND MOISTURE 2 40 LEDGER BLOCKING Z Z 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 O O 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 THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED VENT 4" — 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH r"1 ON ALL OPENINGS �' PROVIDE HEMMED EDGE AT OPENINGS OF 1/a INCH IN DIMENSION. ONTIN. SOFFIT / EXT. PLYWOOD �—•� INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" — 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS AC TION 4" — 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS _ 14" — 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,' 8" — 12" RAFTER RT20 1-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS ,' KEEP ROOFING NAILS OUT �J•,� OF FLASHING 2ND. FLOOR WALL / ROOFING LAPS BASE , ' FLASHING 4 INCHES O t� 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 TW WOOD JOIST V 1 � �D F� TOP PLATE GIRDER/HEADER 0 SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD V) cn FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES DRAINAGE PROVIDE HEMMED EDGES SO RAFTERS N AS TO O INSTALL 4'O" O.C. PREVENTC APIILLARY AC TION CHANNELS AND Z 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2"/ ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH O ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR INSTALL 4'0" O.C. RAFTER TO PLATE OVER RIDGE TO CONFORM TO SLOPE AIR PASSAGE /IF ABLE, SET FIR JOISTS APROX. 1 2 HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE O TERMITE SHIELD SUB FLOOR SILL GASKET - f' WOOD JOISTS m M o ` NEOPRENE ; X Un u TYP. CONC. FOUNDATION ^ CONC. SLAB GASKET � ' ' 2x6 /2x8 CONTINUOUS WOOD PLATE m o 6 MIL. POLY • % , GRANULAR FILL V �' r DAMPPROOF EXTERIOR a z ' I BOLTED TO STEEL BEAM WITH Q' 1/2 " DIA. BOLTS 48" o.c. STAG. o 6MIL POLY ON EXTERIOR �' �, � � , �,; � ° V STEEL COLUMN p �� ' ' u A I i Lo Q; D ° ROOF JACK �� o °,-° v ` , _ u' �\ �� a STEEL B EAM L� u CONC. SLAB 'p • 40 ° n o \,p ANCHOR BOLT EMBEDMENT: // I 1 `�� 4" x 1 4" x 8" STEEL m u n COMPACT FILL POURED CONCRETE: 7" � / BLOCK WALL: 15" ROOFING `� I TOP AND BOTTOM PLATE m 0) V a ° 4 ° ' p r n FLASHING LASHI GLATS ' WITH 1/2" x 6" ANCHOR BOLT V KEYWAY FOOTING ° /` �! ^ �. p CONC. FTG. •p C SIDES AND TOP °p v ° �'p ; 4 ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS 1/2" GROUT N v .o (USP LB PS58 OR B P583) � W 3" STEEL COLUMN � p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT 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" CC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL EON, W TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC U SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL O r SUB FLOOR Q' CONC. SLAB I GARAGE WWM 10 DOOR FRAME JOIST 6X6 10/ N COMPACT FILL ' DOOR G USE 2X8 STEEL B EAM FOR BLOCKOUT 04 4" SLAB P.T. PLATE �` W/ 6X6 WMM M I SLOPE t ° 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT ' 1/2" AIR SPACE �` < ► < ° (WITH A NAILING PLATE IF NEEDED) ' AT END AND • " �,� `�, ° ° p' ° :e °° , ° TO BE APROX. 1/2" OR HIGHER THAN C,Zt ES OF WOOD D'p D D STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE ° ---�-^-----«'----- �• BEAMS ° ° " " (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. ,e — — o — — -.,o — —,. �. ° =��1 12" d 4 4 a p D ° D p II-1 1 MIN. D ,o�D D ° D 'A �'4 t'e, n'� ° '��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM — p ; O ° ' 1 —SUB FLOOR •, n • REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM D D . D REINFORCING BAR c , -Il ° O°,°�D �D OIST DRAIN TILE SHEET METAL 30 FELT UNDER BEAM AT POINT i ° a L1•� O° °O° / # STEEL BEAM RED 12 •. OF CONTACT WITH CONCRETE OR CONC. BLOCK _m_rrni Ti_iT Ti_11_TT a•e 3" PLATE (BOLTED TO BEAM REV IN SC y%` TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �° SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. DRAWN: MH/MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR B LOC KOUT f �.1 N SCALE: 1/4"=V-0" BEAM POCKET JOB#: NA I �` �-� September 24,2018` �2 339 Q' SHEET NUMBER: A- 1 I REVISIONS: CODE: 2015 IRC, 2016 NYS CLIMATIC &GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS R SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UN E NT HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO TO HEAVY MODERATE 11 NONE - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SOIL COMPACTION: 4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY. I 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4 DIA.MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE RAFTER FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER •• • ' RIDGE HEADER DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. Z All fasteners, hangers and anchors to be galvinized or stainless steel. RAFTER 0 JACK STUDS ;O 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24N24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER I DESCRIPTION I APPLICATION be 3 ft. below grade. STAIR RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6 2x8 L526 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. ROOF LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD ~ 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers Q� 1-1/2 SPACE and nuts at 16"o.c. MINIMUM 6).Concrete piers shall be a minimum 6"above grade. W HANDRAILS RAFTER 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored , Q to girder(s). ~ O RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. U 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal O� �D POST for any contact with ACQ. TOP PLATE TOP PLATE O Z O BALUSTERS U WALL STUD RIM/DECK JOIST o HANDRAIL NOTES: H OPEN BALUSTER ATTACHED TO WALL WALL STUD 0 All required handrails shall be of one of the following types':�'J H or provided equivalent graspability. ^ HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type 1. Handrails with circular cross section shall have an ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. If the handrail is not circular it shall have a OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS RAFTER/PLATE RT15 TYDOWN ANCHOR perimeter dimension of at least 4 inches and not greater SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR than 6-1/4 inches with a maximum cross section of CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD EACH RAFTER 2).Type If. Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a O distance of 3/4 inch measured vertically from the tallest 4"MAX. portion of the profile and achieve a depth of at least 5/16 Q 4"DIA. MAXIMUM inch within 7/8 inch below the widest portion of the GIRDER/HEADER profile.The required depth shall continue for at least 3/8 O. 0 inch to a level that is not less than 1-3/4 inches below the tallest portion of the profile.The minimum width of the 4 GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a ° O maximum of 2-3/4 inches. Edges shall have a minimum a z JOIST POST/COLUMN ° o o radius of 0.01 inches. r`D POST/COLUMN a NAILING SCHEDULE Z 0. ROOF SHEATHING: GIRDER/HEADER JOINT DESCRIPTION NAIL NAIL NOTES N POST-TO-GIRDER/HEADER CONNECTION QTY. SPACING � l Z STRUCTURAL PANEL 8d AS PER TABLE 3.8 V LOCATION USP NUMBER DESCRIPTION APPLICATION I WFCM-SBC O SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DECK/POR--H RAILING LOCATION USP NU DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: MBER NAIL JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION AI SPACING NOTES RAFTER TO 8'WALL: 3-8d COMMON EACH TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE NAIL o CEILING JOIST 8'WALL: 3-8d COMMON EACH m cv TO TOP PLATE 10'WALL:4-8d COMMONJOIST TOE-NAIL �r o CEILING JOIST TO AS PER TABLE 3.7 EACH FACE o Ln r. o ® STU PARALLEL RAFTER WFCM-SBC LAP NAIL as m o BEARING PLATE GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE O w 0 OVER PARTITION WFCM-SBC LAP NAIL • COLLAR TIE AS PER TABLE 3.4 EACH FACE c�c U) a o a TO RAFTER WFCM-SBC END NAIL 0 q-+0 o BLOCKING EACH TOE o �} WOOD JOIST "• >• ' 2-8d COMMON TO RAFTER END NAIL RIM BOARD EACH END Ln U LEDGER I 1 >• " 2 -16d COMMON cn ° GIRDER/HEADER I I TO RAFTER END NAIL N c Cn CONCRETE PIER �" 00 WOOD JOIST WOOD JOIST „ '" WALL FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2K TOP PLATE TO 2 -16d COMMO PER FACE NAIL I (MINIMUM) TOP PLATE FOOT CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT 4-16d COMMO JOINTS FACE THE PROPER STEEL CONNECTOR. W LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS I i OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA. SIDE NAIL IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. REQU ROED i (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIEJ STUD TO 24" FACE 2 -16d COMMO U V FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE STUD O.C. NAIL HEADER TO 16"O.C. FACE rT] HEADER 16d COMMON ALONG EDGES NAIL Imo{ FLASHING TUCKED UNDER 11 TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD END TOP PIECE OF SIDING AND PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL N LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO: PER PIECE OF SIDING BELOW THREADED ROD FLOOR JOIST, BAND JOIST, 2-16d COMMOI, FOOT FACE NAIL P.O0 END JOIST OR BLOCKING � 1/2"DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT CONNECTED TO BLDG. @16"OC STRINGER POST DECK FRAMING: V @16" c Lil MINIMUM (2)THRU- END DISTANCE JOINT DESCRIPTION NAIL NAIL NOTES BOLTS QTY. SPACING � PB44 POST 4 ANCHOR "dia. � . JOIST TO: PER TOE QI FLOOR FRAMING n PIER 16"TREAD o ••.• - MINIM M sD A 4-8d COMMON SILL,TOP PLATE OR GIRDER JOIST NAIL o, o ' o END ANCE BRIDGING EACH TOE 2x JOISTS , •.•, o +• 12"x12"x12" V^ • • 2-8d COMMON "'.'4 p •. . > TO JOIST END NAIL GRADE p CONC.SLAB •'.,• ' •o • C •' CONCRETE FOOTING a (ASREQ.) 4 .p, ";: �c A �c BLOCKING EACH TOE TO JOIST 2 -8d COMMON END NAIL •o,o. .s.•�q o � o � BLOCKING FOR JOIST HANGER a , . / -'� R BLOCKING TO: EACH TOE • B"dla. n s o' DECK PIER ? • " /r~��ED,q LAG BOLTS p p 3,_D 4. ., CONC. ,q.,, PER PLAN �� C 3 -16d COMMO C PIER „ HOLLOW COLUMN UPLIFT ��; REV IN S 'S'j SILL OR TOP PLATE BLOCK NAIL RIM JOIST/BD. o vb4, '<'�•' SIMPSON STRONG TIE MODEL STRRI/2 a \ C'S' �� LEDGER STRIP EACH FACE O ° DECK POST FTG.CONNECTION d?, 3 -16d COMMO 4 4 INSTALL AS PER MANUFACTURES RECOMENDATIONS n TO BEAM JOIST NAIL DRAWN: MH/MS LOCATION USP NUMBER DESCRIPTION APPLICATION ;¢ �- I -I JOIST ON LEDGER PER TOE N 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING N ;� ) TO BEAM 3 -8d COMMON E: 1/4"=1'-0" JOIST NAIL JOB# DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER END �. �22339 �Q� TO JOIST 3 16d COMMO JOIST NAIL September 24,2018 Q `� BAND JOIST TO: PER SHEET NUMBER: F N E\N SILL OR TOP PLATE 2 -16d COMMO FOOT TOE NAIL - 12 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: C*JENERAL 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. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION Q-n, SPACING 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 (SEE PLANS) CONSTRUCTION NOTES: TOE-NAIL TOP PLATE 10 WALL: 4-8d COMMON RAFTER TOTAL SQ. FT. 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 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 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 fall in line with studs below, rafters 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 CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT 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 shall be connected with uplift connections in accordance with table 3.3c. FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES sound and er weatherproof completed product. P � CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE 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: 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 COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 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) PER NYS 301.6 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 0 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 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped underNAIL ~ 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 AI SPACING NOTES GAURDRAILS ANY DIRECTION 200 precautiow 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 QTY. EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. TOP PLATE spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMONPER FACE NAIL FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all Z 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4- 16d COMMON JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE �INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE Z 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: :Sym. STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE O or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2- 16d COMMONO.C. NAIL FIRE PROTECTION attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. FACE O.C.7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. CIO) � such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION O O 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMO FOOT SEE NOTE: 1,2 PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING ~ Q 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 Q, Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. NAIL NAIL interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or, masonry walls occuring in exterior or unheated interior areas. SILL TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: � � Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 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 SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 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 0 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.0 8d COMMON 6" O.C. SEE NOTES: 1,3 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST END NAIL @ @ poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: P g g' BLOCKING TO: EACH TOE @ @ SEE NOTES: 1 ( BOTH FIELDS) O O 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 COMMONINTERIOR ZONE 8d COMMON 6 O.0 8d COMMON 12 O.C. NOTE: 2 FOR PANEL FIELD 04 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 H 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 Sd COMMON @ 4" O.0 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL Oa 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE �D 7). Dampproof exterior of foundation with bituminous coating as required by current 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 #1 ACQ pressure treated lumber. BAND JOIST PER END All fasteners, hangers and anchors to be alvinized or stainless steel. 3 - 16d COMMON the below grade portion of exterior walls prior to backfilling. g g TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. n 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. 2 - 16d COMMONN Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOFSHE ATH I N 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. Z 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 current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL O QTY. SPACING 3). Tabulated 4 inch o.c. nails spacing assumes sheathing to rafter/truss framing members with G>0.49. For Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. p g g g below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd 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 #2 + BTR. 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 � g p 5). A minimum of 10 inch flashingshall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 3). Floors, walls, ceilings rafters to be spaced at 16 inches o.c. unless noted otherwise. ) g g JOINT DESCRIPTION v v E Led er to be fastened to buildin with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) m M q o g g 4' EDGE ZONE 8d COMMON @ 6" O-C 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD °� N � where needed. GYPSUM 7" O.C. EDGE o v 4). Unless otherwise noted , all bearingwall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS g WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 �' � 4.5 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. `-' openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATH 1 N G: O w 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 NOTES o M E openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 89. Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. U and blocking where applicable. QTY. SPACING dCZ STRUCTURAL AS PER TABLE 3.9 `� 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 8d COMMON 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 0 ' 5). All flush beams/headers to be installed with heavy duty galvanized hangers and PANELS WFCM - SBC be used. o U �r °� i n anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE N v v 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with .0 w 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. WALLBOARD 5d COOLERS 10" O.C . IELD 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/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: other access openings unless otherwise noted (typical). cn 3). if wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL w provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side p q g P P Y QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. where applicable unless otherwise noted. STRUCTURAL PANELS 6 O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR U HVAC SYSTEM NOTES sa COMMON (5.7 SQ.FT.2ND.FLOOR) o V OR LESS 12 O.C. FIELD 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF N OTES as required by current NYS Residential Code-FIREBLOCKING REQUIRED Q under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 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 Fireblocking shall be provided in wood-frame construction in the following locations. 1-0 needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 equipment supplier. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing using SOIL COMPACTION' g parallel rows of studs or staggered studs. CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. if wall sheathing U Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, UTO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. x 1 Unless otherwise noted use 3/4" thick T&G PTS Fir o Advant plywood subfloor ELECTRICAL NOTES' shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. ;4add hered with PL400 adhesive and screwed to floor joists. Finishedd floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces d' over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. ' such as shear plates, shall be used to maintain load path. DENSITY PER ASTM D 698 AND ASTM D 1557 COMPACT THE 1). All electrical to be installed as per N.Y.S. Residential Construction Code. ( )• SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION, flame and products of combustion. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5). For the fireblockin of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. ) INCLUDING SUBFLOOR,IS COMPLETE. g Y p q Nc-)RED, )� 3). All electrical work to comply with 2014 NEC. �O��EVIN Scy,S� 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or 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 A � O torch down type material over. N and R315 of IRC. DRAWN: MH/MS SCALE: 1/4"=�'-o 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to " JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. �� 2339 0 September 24,2018 OF N E`N•� SHEET NUMBER: A- 13