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HomeMy WebLinkAbout43980-Z :I ��O�gUEFQ(,fCpG� Town of Southold 2/25/2021 P.O.Box 1179 0 C* ` 53095 Main Rd '1., �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41841 Date: 2/25/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 525 N Sea Dr., Southold SCTM#: 473889 Sec/Block/Lot: 54.4-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/27/2017 pursuant to which Building Permit No. 43980 dated 7/17/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including two sunroom additions (1 with landing), deck and outdoor shower stall, to an existing singley dwelling as applied for. The certificate is issued to Dotmedia LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43980 5/30/17 & 7/19/17 PLUMBERS CERTIFICATION DATED 12/15/2020 urtn odd O'Depald l 0 o ' e Signature " TOWN OF SOUTHOLD ,�gtlFFD(,�cD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . SOUTHOLD, NY `'Uzaertl� 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#: 43980 Date: 7/17/2019 Permission is hereby granted to: Dotmedia LLC 336 Central Park W#14A New York, NY 10025 To: Construct interior alterations to existing single-family dwelling as applied for with flood permit. AMENDED 10/12/17 for additions and alterations as applied for per Trustees & DEC "No Permit Necessary" letter. Replaces BP# 41404 At premises located at: 525 N Sea Dr., Southold SCTM # 473889 Sec/Block/Lot# 54.-4-7 Pursuant to application dated 7/17/2019 and approved by the Building Inspector. To expire on 1/15/2021. - Fees: PERMIT RENEWAL $248.60 Total: $248.60 Buil pector r guFwc,r�o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE y-• 4� 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#: 41404 Date: 3/8/2017 Permission is hereby granted to: Dotmedia LLC 19 Fairlea Ct Sag Harbor, NY 11963 To: construct interior alterations to existing single-family dwelling as applied for with flood permit. At premises located at: 525 N Sea Dr, Southold SCTM # 473889 Sec/Block/Lot# 54.-4-7 Pursuant to application dated 2/27/2017 and approved by the Building Inspector. To expire on 9/7/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $217.20 Flood Permit $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $367.20 Bu' i g s-ector 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 I% 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. / D h C3 / New Construction: Old or Pre-existing Building: V� (check one) Location of Property: S Q.aX House No. .\ _cc Street ee Hamlet Owner or Owners of Property: h b-T��C C c& L f�C / e��rl ® e�a!t, a- 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: (check one) Fee Submitted: $ Applicant Signature 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. New Construction: Old or Pre-existing Building: (check one) Location of Property: S',�S JV SC-u'. Dtr` ; y House No. Street n Hamlet Owner or Owners of Property: DOT /LkL P(A LLC r-L �t�c� 06orta(d 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: (check one) Fee Submitted: $ O� Applicant Signature SOU��,®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q �, ® y® roger.richertCaD-town.Southold.ny.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Dotmedia LLC Address: 525 North Sea Drive City: Southold St: New York Zip: 11971 Budding Permit#: A)3q gb 4t4-94—Section: 54 Block: 4 Lot- 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: HOME OWNER DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceding Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 6 Twist Lock Exit Fixtures TVSS Other Equipment: 2- Exhaust Fans Notes: Upgrade 2 Bathrooms Inspector Signature: Date: May 30, 2017 0-Cert Electrical Compliance Form.xls OF SO!/T�®l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CAR P.O.Box 1179 , �Q roger.rich ert(cD-town.southold.ny.us Southold,NY 11971-0959 I OnUNTI,� BUII_DING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Todd O'Donell (Dotmedia LLC) Address: 525 North Sea Drive city:Southold st: New York zip: 11971 Building Permit#: 47 301gr� 4tQ4 Sect 54 Block- 4 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Concealed Power License No: 5173-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat Duplec Recpt Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer 200A Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS El Other Equipment: 200A UNDERGROUND SERVICE Notes: Inspector Signature: Date: July 19, 2017 0-Cert Electrical Compliance Form(1).xls S Town Ball Amex Telephone(631)765-1802 543751vimuRoad Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF,90U 'HOLD FEB 2021 CERTIFICATION Dale: x Building Permit No. 'Owner: 40eq (Please print)- Plumber: (Please print) I certify Ihatthe solder used in the water supply system contains less than 2/10 of 1% lead. e, (Plumbers Signature) Sworn to before me.this 16' day of �eWkf*P—, -20-210 Notary Public, P14 zwCounty GOC& Notary Public State of Florida 4P P 0 Ricardo E Pino 0__ My Commmon HH 038872 xp..'091011 0 'P:j=R EXI/ Expires 09/0112024 is A SO�lyOlo ` \ • �o 1 ��yCOUM'1,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE j l INSPECTO r So 0 UTyolo �ycOU►�,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE 3� 7 INSPECTOR( SOUlyolo �y00UM`l a� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE G' I INSPECTORE� '`� qlqoVBOE SOUTy �o� olo N O TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: OA DATE 1? INSPECTOR Vu, 1 v �ZpF SOUIh° TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm N�' 765-1502 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: dra�i i� 0141 0'1 � % Sonyroma , 'Ir • DATE INSPECTORqu �J OE SOUK,°lo # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 L 1-NSPECTION 11V [ ] FOUNDATION 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: 41 DATE �� INSPECTORW`qzN OF SOUr�°6 TOWN OF SOUTHOLD BUILDING DEPT. 0ou765-1802 INSPECTION. [ ] FOUNDATION 1ST [ ] OUGH PLSG. [ ] 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: R DATE INSPECTOR OF SOUjyo� • # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]�RGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: WPAUKODO -l , v l a eon tA3 ,l 15K17 AD1 �s �► Y - DATE INSPECTOR OFSO(/Tyo # TOWN OF SOUTHOLD BUILDING DEPT. urm 765-1502 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] PISULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 0 mw, avg&, bf, � tv Ivt `c C0 DATE INSPECTOR LA Iq o "OF 50(/ # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: v Woo r (o DATE1 % 0 8 INSPECTOR OF SOUIyO� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIONI=- FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE U INSPECTOR _4 cHITECT MARK SCHWARTZ &ASSOCIATES 28495 ldain Road•PO Box 933•Cutchogue, NY 11933 631.734.4185 1 www.niksarciiitcct.coin February 05,2021' •' i �,� r Southold Town Building Department 54375 Main Road °' FEB 1 1 2021 f Southold,New York 11971 Re: O'Donald House 525 North Sea Drive Southold,New York To whom it may concern, I have been on site during construction to review work for the aforementioned project. The rough plumbing,pressure test and plumbing fixtures install,to the best of my knowledge,have been completed and meets or exceeds New York State Code. Please call this office with any questions you may have. 4 Sincerely, n *13 1pq _ 9p•.�,y..pp��r . rk" Mark Schwartz IA ;Member Annerican lmLtute of Architecture 216z021 Guest mw_#(9@Am WIMM {: �\ . < � �x. . . ...w. t� wC%_&m@rmmUwc��cmft/Wid_gNwc±&cn#oboPZ«pBG/Gmgmw_+ m 2/6/2021 master bath.webp(576x768) n � l� - a R ti ^ T r x•� -�F - &`Y ^5 p E file:///C:/Users/mksar/AppData/Local/MicrosoftNVindows/iNetCache/Content.Outlook/PZ41 JPBG/master bath.webp 111 Um- lL:w WTI � MIJI av INOLATION PER N.Y. am1w, Mavalf ��IA� _Mi `111 V� ,-•^I ;u M- 469witki, 7AW"A I � fes. b�S `e v----ti►p is, '/ �� 0 WO •.� IM � i`�h r lid • OCR Mf WTUMD10.1-M-_ OWN 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 --(23�ts of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 S@rvey SoutholdTown.NorthF.ork.net PERMIT NO.: 4 146* Check Septic Form N.Y.S.D.E.C. _ stees Cu.Application ' Flood Permit Examined ,20 Single&Separate -Water Assessment Form Contact: Approved ,20LI Mail to: Disapproved a/c / Phone: Expiration ,20I h-111 4 Bui i r C �D�J�� ICATION FOR BUILDING PERMIT D C V Date ,-20 F E B 2 7 2017: 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, accu G e.�Fee`according to schedule. b. Plot pbi 1p$0U EDMt 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,beeri 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,111spector may authorize, in writing,.the extension of the permit for an addition six months. Thereafter;a new•pe'rmit'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 building's,additions, or alterations.or fof removal or demolition as herein described.The applicant agrees to comply with all applicable laws,'ordinanees,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) cc i,r 60L C� Har o f /U V (Mailing address of applic t) `( 143 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises . Q-T/�( C D) Z-LC ..(As on the tax roll or latest deed) If appli is or 'on, signatur my authorized officer � i ame and title of corporate officer) Builders License No. Plumbers License No. )A ' Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 5�,5- -A/ Scu Or Ve SaL2j4NO)A House Number Street Hamlet County Tax Map No. 1000 Section Block- ;; Lot-_ •i+7�•fl'lY;;z 'f'. 1 rr ;•� •1 f r � Subdivision Filed Map),,To. Lot 2. State existing use and occupancy of premises and intended use and occupancy of pro osed nstruciipn: a. Existing use and occupancyV4_c G �z 6,(\ aa.� / r ' b. Intended use and occupancy V.o S 1 I i 3. Nature of work(check which applicable): New Building Addition i Alteration _ Repair 'Removal Demolition Other Work _ a (Description) 4. Estimated Cost f Q, QC)Q Fee ; _ (To be paid on,filinIlg this application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor, If garage, number of cars i ,6. If business, commercial or mixed occupancy, specify nature and extent of each type of use' 7. Dimensions of existing structures, if any: Front Rear l r `,j� -Depth 3 T.) _ Height f 3� % Number of Stories. G Dimensions of same structure with alterations,or.additions: Front ya 9 i Rear Depth Height Number of Stories / 8. Dimensions of entire new construction: Fro' n't,' ,Rear t /� -. Depthr i Height Number of!Sfories 9. Size of lot: Front I b0 Rear /00*,0 y Depth �lq` , 10. Date of Purchase /jk�_Nan�6 of Former,Owner' ' &/-/l " '' g, � 1A, ,t�a. ,• 1 . Zone or use district in which premises are situated 12. Does proposed construction violate any,zoning 14w, ordinance or regulation?YES NO V/ 1 . Will lot be re-graded? YES :.NO , Will-excess"-fill be'rerrioved'frorii premises?YES? NO 14. Names of Owner of premisesTo��., - Address.0,4,",`r;Jl", Phone No. Name of Architect .r k Address 1?,©kby: , 1733 Phone No 31 9/1-5-- Name of Contractor ' Ad`dress,C�c�.d�ir�;�Y t1�35.Phone No. 1 a. Is this property within'100 feet 6fa tidal WetlaBdor-a fresliwater Wetland? *YES ✓ 140 IF YES, SOUTHOLD:TOWN�TRUSTEES &D.E.C:PERMhTS-MAX-BE REQUIRED. F b. Is this property within'300 feet ofla,tidal wet arld?'*°YE'S, '✓ IF YES, D.E.C. PERMITS MAY BE RE UIRED: ',•' Q r 1 . Provide survey, to scale, with'accurafe foundation plan and distances to property lines. { 17. If elevation at any, _point on property is at 10 feet or below, must provide topographical data on survey. 1 . Are there any covenants and restrictions with respect to this property? * YES NO_L;`� IF YES, PROVIDE A COPY. S ATE OF NEW YORK) SS: COUNTY OF , IFp �— -o CT k being duly sworn,,deposes and says that(s)heis the applicant (Name of individual signing contract)above named, ' (S He is the Cor`�o! a�� Qciev- (Contractor,Agent, Corporate Officer, etc.) o said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; th t all statements contained in this application are true to the best of his knowledge and belief; and than the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 1 i day of /= 14� 20 1 HAEL A,KIMACK Signature of Applicant NMARY PUBLIC,STATE OF NEW YORK, f Registration No.02KI5056823 Qualified in Nassau County rommission Expires March 11.2418 ON- -- -OFS-aU-T-H- 0UD4aWN--T-RU-STRES SOUTHOLD, NEW YORK ge 1 6M, ? --PE-RMIT-NO:8989-&-8989C - DATE:- APRIL 19, 2017- ISSUED TO: DOTMEDIA, LLC 4 PROPERTY ADDRESS: 525 NORTH SEA DRIVE,SOUTHOLD P, A SCTM# 1000-54-4-7 AUTHORIZATION Pursuant to the provisions of Cha ter r 275 and/or Chapter 111 of the Town Code of the Town of I Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on Ap ril 19,2017 and in consideration of application fee in the sum of$500.00 paid by Dotmedia.LLC and subject to s staled in the Resolution,the Southold Town Board of Trustees authorizes and the Terms and Conditions a OO permits the following: W 7:7 Wetland Permit for the existing 1,462.23sq.ft.dwelling with attached 172.26sq.ft.landward concrete a3?, stoop;construct a 220sq.fL sunroom off south westerly side of dwelling; and construct a 200.00sq.ft.deck with one(1)staircase 8ft.wide off the seaward side of dwelling,construct a second sunroorn 145sq.ft.off i Y�I of seaward side of dwelling with an entry platform with stairs 3.8ft.wide,and outdoor shower 18.49sq.ft., with the condition of the installation of gutters ,o leaders to dry-,veils;and as depicted on the revised site plan prepared by Mark K.Schwartz,AIA,dmlad May 11,2017,and stamped approved on May 15 2017. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. V • .:�: •/ _.,,�T.�'' � %*t. %•i����'>.,,• aq,.i`�•. •, C�.it3= 'c"� /-\ �-r,'�i ry. All M-2 .............. , Glenn Goldsmith,President Town Hall.Ahnex 'Michael J.Domino 54375 Route 2& P.O.Box 11,70 John M.Brederneyer III 'Southold,New York 11971 A.Nicholas,Xr4pski Telbpho'ne(63,1),765-4,892 Greg Williams Fak-(631)'7,65-6641 L BOARD 0F'TowN,,TRV8TEE-S TOWN OF SOUTHOLD 12 2021 CERTIFICATE 0,YCOMPLIANCE # 1772( Date:November.4,2020 THIS,CERTIFIES'that the existing l,46213sq.ft. dWe11ftiizw.ith attached 17126sqft. landward concrete'siooR;-construct a 220sg.ft.,'suntoom off'south wesiefly, side of dw6ffing-, and construct a:200:OOsq.ft. deck with one f 1)'staiicase 8ft.-vidg,.off`the,seaward'side,of dw8ling— construct,a'second su'n' room 145sg.ft.-off of seaward,side,of dw6lIffig,wiffi,an Mfa platform with stairs 181 wide, and outdoor shower 18,40sgft,with the..condition-of the installation ofgutters to leaders to-dUywLells; At 525 Northsea Orive -Southold Sufiolk,County Tax Map,,#'1000-,5444 7 Conforms to the application for a Trustees Permit heretofore,filed in this office Dated March-3,2017 pursuant to,which Tr' ,'Ugtee§-,-W6tJand.Permit#8980, Dated April 19,2017,and Coastal Erosion Permit 8989C-'Dated April"19, 2017 was issued and conforms to all the requirements and conditions-of theapplicable.provisions of law. The projectfor whic h this certificateis being issued,is for the,-exisfirij0,462.23sg.ft. dwelling -with attached 172,.26sg.&landward concrete stoop;construct"a 2 2-'Osq.ft. suhrobin,off south westerly side,of dwelling; and construct a,200.'00sq.,'ft. deck with one,(1) staircase 8ft.,wide off the seaward side of dwelling, construct-a,second sunroom,1-45sq.ft.,off,of seaward,side of dwelling with an entry 01'atform with stairs 1.81:wide .and outdoor shower 1'8,A9sg.ft.,y1th'the. condition of the installation ofgutters'toleadbrs toy,dells. The�,Oertiricate is issued to Dotmedhi,LLC,-owiteir"of the aforesaid property. -boqf �ok- sorry Michael J.Domino,President Town Hall Annex John M.Bredemeyer III,Vice-President O' 54375 Route 25 P.O.Box 1179 Charles J.Sanders cd, Southold,New York 11971 Glenn Goldsmith ® �� Telephone(631)765-1892 A.Nicholas Krupski If�COU Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT#8989C Applicant/Agent: Michael A. Kimack Permittee: Dotmedia, LLC SCTM#: 1000-54-4-7 Project Location: 525 North Sea Drive, Southold Date of Resolutionlissuance: April 19, 2017 Date of Expiration: April 19, 2019 Reviewed by: Board,of Trustees DESCRIPTION OF ACTIVITY: For the existing 1,462.23sq.ft. dwelling with attached 172.26sq.ft. landward concrete stoop; construct a 220sq.ft. sunroom off south westerly side of dwelling; and construct a 200.00sq.ft. deck with one (1)staircase 8ft. wide off the seaward side of dwelling, construct a second sunroom 145sq.ft. off of seaward side of dwelling with an entry platform with stairs 3.8ft. wide, and outdoor shower 18.49sq.ft.,with the condition of the installation of gutters to leaders to drywells; and as depicted on the revised site plan prepared by Mark K. Schwartz, AIA, dated May 11, 2017, and stamped approved on May 15, 2017. INSPECTIONS: Final Inspection SPECIAL CONDITIONS: None. In accordance with Chapter 111-15 Erosion Protection Structures: NIA A maintenance agreement is attached hereto and is a necessary special condition of this permit. BY: Michael J. Domino, President Board of Trustees NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov NO PERMIT NECESSARY: TIDAL WETLANDS ACT & NOTIFICATION OF POSSIBLE ENDANGERED SPECIES ACT JURISDICTION September 29, 2017 DOTMEDIA LLC Attn: Todd O'Donald 5 Payne Avenue Sag Harbor, NY 11963 Re: U PA# 1-4738-04528/00001 Facility-525 North Sea Drive SCTM#1000-54-4-7 Southold (Long Island Sound) Dear Mr. O'Donald: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The proposed deck and sun room addition to the existing dwelling at the referenced parcel, as•shown on the survey prepared by Pat T. Seccafico last revised 8110/17, are listed in the Tidal Wetlands Land Use Regulations (6NYCRR Part 661.5#'s 26 & 50) as uses not requiring a permit. Therefore, no permit is required under the Tidal Wetlands Act (Article 25) of the Environmental Conservation Law and your permit application fee of$200 is returned herewith. Be advised, any additional work or modification to-the project as described, may require DEC authorization. Please contact this office if such activities are contemplated. Please be further advised that DEC has documented the occurrence of the piping plover (Charadrius melodus) and least tern (Sterna antillarum), species listed as endangered and threatened, respectively, in 6 NYCRR Part 182, in the vicinity of the subject property. We have determined that certain activities, including but not limited to, excavation, the placement of fill, grading, some construction/demolition activities, and the operation of mechanical equipment at this site during the species' spring and summer nesting season may result in the "take" of these endangered/threatened species or their habitat within the meaning of Environmental Conservation Law (ECL) §11-535. The term "take" is defined in part as the direct killing or injury of individual members of a protected species;interference with critical-breeding;foraging; migratory-or-other-essential-- behaviors, or the adverse modification of the species' habitat. The "take" of a species listed as endangered or threatened is prohibited in the absence of a permit from this Department issued pursuant to ECL §11-535. In-order-to-avoid.the Endangered-Species "take"situation,_w_e_recommend that no activities of _...._ m the nature described above be conducted at the project site between the dates of April 1 and _ August 31 of each calendar year without the specific authorization of DEC's Bureau of Wildlife. EWYORK Department STATE OF OPPONTUNT' Environmental Conservation If you have questions about the presence of protected species on or near your property, the potential effects of activities on these species or your responsibilities as a landowner or project sponsor under the Endangered Species Regulations, please contact the Regional Wildlife Manager at (631) 444-0306. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals,from other agencies or local municipalities. Sincerely, Laura J. covazzo Deputy Permit Administrator cc: M. Kimack BMHP Wildlife File � t a�suFF Scott A. Russell gIry ST�O�]E���/1 WAT]EIK �� �, SUPERVISOR � ) __ TMAN AG]EMIEN T SOUTHOLD TOWN HALL-P.O.Box 1179 a 53095 Main Road-SOUTHOLD,NEW YORK 11971 '1� Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) CT-11-2017 DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLYA Yes No [:]WA. Clearing,,grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. [:10113. Excavation or filling involving more than 200 cubic yards of material ----- -1 w-i-th-in-any pa-r-cel or-any-cont-iguous-area.- - -- ❑F� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑dF. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Sign abire,-Cont art Informaiinn, Date & County Tay Map r? . 236 des not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S APPLICANT (Property Owner,Design Professional,Agent.Contractor,Other) .C.T.M. 1000 Date: '°: District C— n 00Qn4� NAME: a�) n `� Section I BI Lot U'S.wv 7 Q� _:r.<.r l f)R BL'1L D1 tG DET�R_r:1VIEN_r Contact Information. Reviewed By: — — — — — — — — — — — — — — — — — Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — ,� _ ® Approved for processing Building Control Pla nit N — — — �j % St mwater Management Control Plan Not Required p A Stormwater Management Control Plan ib Required (Forward to Engineering Department for Review) FORM * SMCP-TOS MAY 2014 i APPLICANT: S.C.T.M. 1000 0- $ CHAPTER; 236 (Property Owner,Design Professional,Agent,Contractor,Other) ---�,,� p /( Stormwater Management Control Plan C ECK LIST NAME / `ol�--SJAWa r Section o'T ot:k Lot z S M C P -Plan Requirements: Provide ONE copy of the BufldungP mit Application. Ph—PI 1 f 3 Date: ° "IThe applicant must provide a Complete Explanation and/or Reas n for not providing all Information that has been Required by the following Checkl(btl Vol' lilt TOL111h-N.-L11 g I A Site Plan drawn to scale Not Less that 60' to the inch MUST YES NO NA If You answered No or NA to any Item, Pilease Provide Ju tification Herel bhow all of the following items: If you need additional room for explanations, Please P r a, Location & Description of Property Boundaries00 b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-I7(C)(2 0 d. Tebt Hole Data Indicating Soil Characteristics&Depth to Ground Water. Gbo JM C9J e. Limits of Clearing & Area of Proposed Land Disturbance. MMMM D f. Existing & Proposed Contours of the Site (Mini um 2'Intervals) �0 ON "` ®LIC g. Location of all existing & proposed structures,roads, �O CONTROLS driveways, sidewalks, drainage improvementE & utilities, not,,be limited to: ' h. Spot Grades & Finish Floor Elevations for all xisting & A well maintainedConstruction Ent proposed structures. BackeV Siltencing,stabilizati I. Location of proposed Swimming Pool and discharge ring. IN 1b pcs of exposed and/or inac t i. Location of proposed Soil Stockpile Area(s). V k. Location of proposed Construction Entrance/Staging Ar a(s). 0 I. Location of proposed concrete washout areas 0 I X71. Location of all proposed erosion&sediment control mea ures. 2. Stormwater Management Control Plan must include Calcuk tions showing DRAINAGE INSPECTIONS ARE REQUIRED that the Stormwater improvements are sized to capture,stor ,and infiltrateContart TM Engineering at 765-1560 hpf--- on-site the run-off from all impervious surfaces generated b a two(V inch 0 rainfall/storm event. 3 Detailb&Sectional Drawings for stormwater practices are reqL ired for approval. Items requiring details shall include but not be Ifinited to: a. Erosion & Sediment Controls. i b. Construction Entrance & Site Access. �0 l c. Inlet Drainage Structures (e.g.catch basins,trencl drains,etc.) d. Leaching Structures (e. . infiltration basins,swales,etc.) OM 1'NG1Nk1-:IiIN )f..Pr',WI'M1•' 1T USE ONLY Additional Information is Required. Reviewed & I ® Stormwater Management Control Plan, is 14ot Complete. I Approved By. — — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is I omplete. Date /0 bi l7 I SMCP-has been approved by;:the Eng(neel-Mg Department � 1 FORM " SWCP Check List -TOS MAY 2014 4 DNG DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Townnnex - 54375 Main Road - PO Box 1179 00 JUN - 6 2018 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 1 BUILDING DEPT. roger.riche rt(d-�town.southoId.ny.us TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION Date: .. - REQUESTED BY: --- -- - - - -- ---- -. -..._- --- ---...- ............ .. .... ! - Company Name: P Name: License No.: email: Q nC1 QA&a CQAA Address: Jia �,/ll Phone No.: JOB SITE INFORMATION: (All Information Required) Name: L L Address: Ai S a:-,, � � Cross Street: Phone No.: V4 Bldg.Permit Oemail: Tax Map District: 1000 Section: 5y Block: Lot: BRIEF DESCRIPT ON OF WORK (Please Print Clea y) acs Circle All That Apply: Is job ready for inspection?: YES NO Rough I Final Do you need a Temp Certificate?: YES;/ N;9, 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 ^� Request for Inspection Forth-As p �1 i Of SO�Tyo` � o Town Hall Annex Telephone(631)7651802 54375 Main Road ax(631)31)7 5-1 i P.O.Box 1179 G� Q roger.richert .#own.southolld.ny.us Southold,NY 11971-0959 �'� �� i' BUILDING DEPARTMENT TOWN OF SOLrMOLD APPLICATION FOR ELECTRICAL INSPECTION f REQUESTED BY: o C)C) o"oG IN ICA, Date: 3 i Company Name: . Name: a d License No.: tphoneNo.: ddress: Sa S p , J JOBSITE INFORMATION: (*Indicates required information) *Name: (� L *Address: tea- . J S ec, r v *Cross Street: key *Phone No.. �y Permit No.: G LJ Tax-Map District: 3000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) r ` U� C_IbcG�\,A sWt�C�-' a��l�� ca I', c� h� tj (Please Circle All That Apply) Is job ready for inspection: YES/ NORough in Final C *Do you need a Temp Certificate: YES/ NO 1 Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other \� *New Service: Re-connect Underground Number of Meters Change of Service Overhead '�`�-j` Additional Information: PAYMENT DUE WITH APPLICATION rb 82-Request for Inspection Form � Q� � (� o���uFFD(,�caG Town Hall Annex �� y� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 R O. Box 1179 z ' Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOL) CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: ,I f7 bo 1 Owner.' o L L c Locafldhn of Property: ' L Please.t .i q notice that the{check applicable-lihe): New co mmercial,or r..esidenflat:structure 'Addition to exi4.tingcommercia o -..� t� r residential struct�ce' y' Rehabilitatipri:,Aa= "existing`ct�mtiiercia[ or residerittatkstructure to be consti r t teo, c perfornied',at the subjoct property reference bdve will ittllize " (check applicali'e��,iiie): Trusttype=c©nstruction (TT) ---- - - -- - - ----_�-.-/-------Pre-engineer'ed`wpad construction (PW) �------ �, `,, - - ------ --- ---- -- ` iV Timber constrad ioitl(TIC - in the following location(s) (check applicable fine): Floor framing, including girders and beams (F) 'Roof framing (R) L-,� Floor and roof framing (FR) -�;7-c,-A Signature: 7 Name (person submitting this form): c�o� ® ' osl-G(ex�,- Capacity (check applicable line): V Owner Owner representative TrussRegl5.docx Effective 1/1/2015 ~:��; ''�y�a ti�r •ir��y%Yr::(•i=F��''C4'rf+��".�.��r-).�, _ mac• 3 .'�:'" hl�rt... •a. �.�•3-,., •i£iii3•.'��.''r� T t3����`�`3 "'"•.ti:�:.�v.;, Tir���it)-3�1`�y'• S•f�Sy".7yrt•:Y:.�' �}ryuL%�!`!.;♦ $%i fr..••'Z?{t .7C±��rr j� �. s tJ.iL�'t•0. ��!+�f ir1'vi�:�r'L ��i' +•tT�"', .� .?:. $stir.}'• .... i}.r� �:'t�.s�i.J.. '�jr?yrYy�.• - JiyhS�..if thl•^y�f Ja•Ir r a"SzJt.� �i��f;�1 a ySXttif•%:S +r�'PY r� j Zf'"4.i^aZ/ r• y4 4 r %'�,'>.�,,,�•'t?{ ?.r"+j-r"'4�+st ,+•'•'" sa'�k •C+rT•G�S'•' �.f rT' rr�' �'••�.-`•�. ,is r i �'�� o _ moi fiSi r r r"..;��'ter" ,. ,,,,.�• ,S ' er _ S .zt- �itr;, 1r� 3x• ~Jy .i7 � r ji •`.,._ 4r ^� .r r t .+; a a 9- .' c f r 4 t •'� l.•.• ••1 r ' �r r•''�.4 1.. r �3 e t•..� rf e � 1. •,�f •1 tr + t 3 3. .S• • • �.. j V a Upi 10- ♦. ` �T[�"H T. TERRY I n n Hill. S 1095 A•la,j► ? N r� r-, f O. n(,,., 1 170 TOWN CLERK- ,: Southold, _Ytirk 1 IL:GIsrRAR OF VITAL.STATI51lCS •�- (cb Fa). (5 10 1 765.1 R, MARRIAGE OFFICI:R - TLlcp one ( S 16) 765. 1 RECORDS MANAGEMENT OFFICE R - rXol �� FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERIC TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of., the Code of the Town of Southold: "Floodplain Development. Permit lCpplication" (FDP(93) ) , and "'Certificate of Compliance fySr Develc-pment in ' / �/ Special Flood Hazard Area (CIC(93) ) . J �TOWN OF SOUMOLD Judith T . Terry Southold Town Clerk August 25, 1993 APPLICATION ' PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I• GENERAL PROVISIONS (APPLICANT to read and si6)- 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re.-is-sued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if ho work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make cmasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE T OF MY KNOWLEDGE,TRUE AND ACCU TE. P, - e,_ 7 , APPLICANT'S SIGNATURE) r DATE / 7 i /SECTION 2: PROPOSED DEVELOPL/1ENT (T.be completed by APPLICA.IT'Tl NAME ((' rr AQQRRE S l L� rr TELEPHONE APPLICANT�Q�� �`�y nc 1�1 / / t air' � t'_'�I' Sot -1/51J, BUILDER BUILDER 7Y-,Y/ ENGINEER PROJE I-OC61ION: To avoid delay in processing the application, please provide enough information to easily identify the project location_ Provide the street address, lot number or Iegal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A sketch actachcd to this application sbowing the project location would be helpful. C�a Cc SdV ��ol�J INJ✓ FDP(93) APPLICATION PAGE 2OFd DESCRIPTION OF WORK (Check all applicable boxes) A STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure M Residential (1-4 Fam0y) O Addition O Residential (Morc,thau 4 Family) Alteration ❑ Noo-residential (FloodprooFing? ❑ Yes) O Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolition ' ❑ Manufactured (Mobile) Home (In Ma-nu- 0 Replacement factured Home Park?- ❑ Yes) ESTIMATED COST OF PROJECTS 10 .1006 B. OTHER DEVELOPMENT ACTIVITIES: O Fill O Mining O Drilling O Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) ❑ Roar, Street or Bridge Construction ❑ SuhZvision (New or Expansion) 1 ❑ In/mdual Water or Sewer System G Other (Please Specify) After completing SECTION 2, APPL[CANT should submit form to Local Administrator for review. SECTION I FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOK) The proposed development is located on FIRM Panel No. . Dated The Proposed Development: O Is NOT located in a Special Flood Hazard Arca (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Arca. FIRM zone dc-sipation is 100-Year flood elevation at the silt is: R. NGVD (MSL) ❑ Uaava-dablc ❑ The proposed dcvclopmenl is located to a floodway FBFM Pancl No Datcd ❑ See Stenon 4 (or additional ios(rucuons SIGNED DATE ' APPLICATION # PAGE 3 OF 4 SECTION 4 ADDITIONAL WORMATION REQUIRED (To be completed by L.QCALADMINIST'RATORI The applicant must submit the documents checked below before the appGcadon can be processed. ❑ A site plan sbowing the location of all casting structures, water bodies, adjacent roads, lot dimensions and proposed development. Cl Development plans,drawn to scale, and specificatigiru,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), typms of water resistant materials used below the first floor,details of floodproofmg of utilities located below the first floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans(If the subdivision or other development axceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). Cl Clans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL). O Floodproofing protection level (non-residential Ft:NGVDMSL . For oaly) (MSL). floodproofed structures, Applicant must attach certification from registered engineer or _ architect. ❑ Certification from a'registered engineer that the proposed acdvit�in a regulatory floodway will not result in any increase in the height of lbe 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other-. E 1 5: PERMIT DETERMINATION e completed ty.LAL ADMINISTRATM I have determined that the proposed activity: A_ ❑ Ls B. ❑ Is not in conformance with provisions of Local Law if , 19The permit is issued subject to the conditions attached to and made part of (his permit. SIGNED DATE If BOX A is checked, (be Local Administrator may issue a Development Permit upon payment of designated (cc. ' If BQX B is checked, lbc Local Administrator writ provide a written summary of deficiencies. Applicant may revise and resubmit an appbcalion to the Local Administrator or may request a bearing from thBoard of e_ Appeals ' APPLICATION W PAGE 4OF4 APPEALS- Appealed to Board of Appeals? ❑ Ycs ❑ No f-Iearmg date: Appeals --- ? rho NO Conditions 'SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This scctioo must be. completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual(As-Built) Mevation of the top of the lowest floor, including basement(jr.Coastal High f?azard Area bottom of lowest structural member of the lowest floor, excluding piling and columns) u: FI. NGVD (MSL). L Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL). NOT' Any work performed prior to submittal/of the above information is at the risk�f the Appl'cant_ SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) / The LOCAL ADMINISTRATOR will complete this section as appEcable based on inspection of the project to ensure compliance with the communit}rs local law for flood damage prevention_ INSPI✓CTIONS: DATE BY DEFICIENCIES? ❑ YES O NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO ,SECTION 8 CERTIFICATE OF QOMPLIANCE(To be completed by LOCAL kDMINISTRAT R artificatc of Compuancc issued: DATE: BY: Attachment B / 6AMWjE j CERTIYCATE %JF COMPLIANCE od Hazard Area / for Development lin a Special Flo r s TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (owtsMIR MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING O EXISTING BUILDING I7 VACANT LAND - THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLL4NCE IS HEREBY CER'T'IFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_ SIGNED: DATED: B. COMPLLkNCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARLANCE # DATED SIGNED: DATED: C /C ( 93) ' ' Dot&UmdiaLLC 19 Fairh»aCourt Sag Harbor NY 11963 FEB i 2 2021 �--/ February 9th, 2031 Michael].Verity ' Chief Building Inspector Town Hall Annex Building P.O. Box 1179 ` Southold, NY11971 Regarding: Permit Number 439OO Dear Mr.Verity, Enclosed is a copy of Certificate of Compliance from the Southold Trustees and the solder certification. Separately, the architect, Mark Schwartz, is mailing in the certification for the rough plumbing. Should you need additional information, please call meat917-447'9Q91. Best regards,--` ` \ � ToddO'Dona|d ` i ` ' r � SURVEY OF DESCRIBED PROPERTY CUMANTEFS OR COMFTCATIONS ARE NOT TRANSFERABLE- UNDERGROUND MUTES SITUATED AT EASEMENTS NOT SHOWN AND(RUM POLE L=T?ONS ARE MDT TAJARAMEED. SO UTHHOLD, THE OFFSET RUENSON SHOWN HEREON FROM THE S/RUC7URES TO THE PROPERTY UN6 ARE FOR SPEC=F AND USF. TfER17DRE ARE NOT INTOWED TO GUIDE � TOWN OF SO UTHOLD ERECTION OF FEN=RETAINING WALLS, POOLS. PA770S PIANIING AREAS "°GA"G"TO�"`T�°°'"�CONSTRUCTION RECORD.'�°" HOF ON SUFFOLK COUNTY NEAP- YORK � OF WAYS WE71AND5 AND/OR Fi�SEMtNTS OF REGIDRO. IF ANY, NOT SHOWN ARE NOT GUARANI® UMAURHOHEIZED ALTERAT70H OR ADDRION TO THIS SURVEY IS A WOLATTON OF SEC17ON 7209 OF THE NEW YORK STATE EDUCATION LAW. LOPES OF THIS SURVEY MAP S.C.T.M. NO. 1000-54-4-7 NOT BEIICNG WE LAND SURVEYORS SIGNATURE AND RED TNx OR EMBOSSED SELL SHALL NOT BE CONSDERED A TRUE VAUD OOPI: AREA = 38,049 SQ. FT./0.9 ACRES AM,,�,HO EEONNOM REW�uTIONS ND TV MU OR O CESSPMS�OBIAAINED FROOr M ELEVA77ONS ARE N.A.V.D. 1988 DATUM OTHERS SNLE MOST ARE NOT A waw THESE COCOONS AND OPmemm S CANNOT BE GFRRFlm. FEMA FLOOD MAP: 361 O3CO154 H (09/25/2009) COASTAL EROSION HAZARD LINE FROM PHOTO 56-566-83 SHE T 8 OF 49 A I I N TOWN OF SOUTHOLD N o I MAW RIDGE PARTNERS cc o '�I \\m kd I S 50036'00"E 379.09' EL6.0' v1 lto +s7 1 ooff WOODED 1 �, c FLOOD ZONE AE 12 \ 1 C° 1 N l 384 ' EL 5.4• 189.2' c o T^ A hit 94 En ib-4 41 l\ Roor DRIVEWAYCq n'cz \ L: �o I e o I FalU X48.8PR ° s, / / I\ ® �� I 1 A1VK- �L 9:B / vt85 c'�v / FLOOD ZONE VE 13 \ U.P. 4-1 \ m5x —N_5jV 3W00"W 381.93' I I ! I a .4 a I I c HU AND Ta°�o Yc Q ► v 94 I � o I I ------ -- -- - _PA T_T SECCAFiCO- �Q PROFESSIONAL LAND SURVEYOR, P.C. — SUCCESSOR TO — DONALD TASE, L.S. RICHARD WILHELM AND Assoct4 s N0R7HSTAR SURVEYING, P.C. PAUL T. CANALIZO, LS, ROBERT A. KART, L.S. GOOD GROUND SURVEYORS, P.C. 328A Main Street Hampton Atrium Unit D-4 Center Moriches,-NY- 11934- - -1-86—W.- Montauk Highway Hampton Bays, NY 11946 1171 Phone: 631) 878-0120 Phone: 631 728-5330 Fax. (631) 878 -7190 Fax: (631 j 728-6707 PSECCAFICO®OPTONLINE.NET N.Y.S. LIC. NO. 049287 COPYRIGHT - 2016 PAT T. SECCAFICO P.L.S., P.C. REVISED: 08/26/2016 FILE NO. T61511 SCALE: 1" = 30' DATE: 06/03/2016 f LU N Lu ■ ; 1 i 16X4'DRYWELL \ \ W J t� Q CONCRETE I 'N WASHOUT 95.0' I Q I ( I I I m EXISr.-� SOIL —I ■ -� SH WER LOCATION / O Q I , J ' W SUN BROOM ■ 0 J K �\ Z . 'd I 'V 1 ' - _ 0 i / DECK E I TING I� HOUSE `\ ■ Q ■ ,¢ V 200 SF GE BELOW ' I 94.0' ` \6 I , CONC. DRIVEWAY 0LL ' I HAY BAY w/SILT FENCING 7 \ EXIST. z / K ' LIMITS OF CLEM14G TO BE CONC. O I ' I N PROPOSED WORK w�M '-F•--~-• .` \I STOOP ' INDICATED ON SITE PLAN I TVI V F - Isi - T Zo SUN ROO 4 • r le ■ , 111.3' ;�X4'DRYWEyL I I._ 220 SQ,FT / f SFJ - 13P- .0' ( / (f f `\ / / �� J OVEN AD ' • r / 4-1 K )036'0'1 �V(! \ .6' - _ _ ` - - B' J ■ i 4' 381.93' 1 I N 0. F ■ CYNTHIA &THOMAS ROSICKI SITE DATA: SCTM # 1000-54-4-7 k� A, SITE PLAN . YD DESCRIPTION: EXISTING: LOT COVERAGE: EXCAVATE: FILL: SCALE: 1" — 20'-0' EROSION&SEDIMENT CONTROLS OA PROPERTY: 38,049 SQ.FT. 0.9 ACRES - - Shall include but not be'limited to: A well maintained Construction Entrance, PROPERTY WETLANDS: 24,430 SQ.FT. - - Wire Backed Silt Fencing, stabilization& BUILDABLE PROPERTY: 13,619 SQ.FT. 0.9 ACRES - - Seeding Of exposed and/or Inactive soils. 11 MANAGEMENT DETAILSESTIMATED AREA OF 3500 SQ.FT. - GROUND DISTURBANCE: DRAINAGE INSPECT16NS ARE REQUIRED :)N: NORTH-WEST ADDITION: Contact TOS Engineering at 765-1560 before ROOF AREA:408 SQ FT I�l�fil4��QR Provide Engineer's Certification T AT 100%WATER RUNOFF`68 CU FT- EXISTING I--IDUSE' 1462.23 SQ.Fr. 10.7% ae has been Installed to Code. LLS PROVIDE(1)B'DIA.X 4'DEEP DRYWELLS I ' DRVVIIELLS CAPACITY.BB 32 CV-Fi. EXISTING STOOP: 172.26 SQ.FT. 1.3% - Ill nr, �-SrANDA D s^ PROPOSED NW SUNROOM: 220 SQ.FT. 1.6% 5 CU.YD. 2 CU.YD. APPROJVAL OF STORM PlyNOTES: C TER MANAGEMENT \ 1).MCLMON PROPOSED NE SUNROOM: 145.0 S FT. 1.0% 4 CU.YD. 2 CU.YD. ROI.P N -TO !1 Ode A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED Q• ter 236 �u Date: /D /1 �7 ` 2).PREPARATION � GJ A).CLEAN SURFACE THOROUGHLY PRTO'TOINSTALLATION. PROPOSED DECK: 200.0 SQ.FT. 1.5 O/O 3 CU.YD. I CU.YD. A(1p1OVed()�: B}PREPARE SURFACES USING METHODS RED M MENDED BY THE MANUFACTURE FOR ACHIMNG THE SFST RESULTS FMTHE SUOSMATE UNDERTHE RLOJECT CONDITIONS r/* I C)•PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR /'VV METALS WITH PROTECTIVE BACKING PAM- 3 INSTALLATION / A)PERFORM R TO BIN ACCORDANCE WITH CDA HANDBOOK AND THE DMWINGS -- I).GUTTERTOTowARos WITH WATETI'TO rFOR EVERr 40 of RUN PROPOSED DRYWELL$: (2)6'dia.X 4'deep 8 CU.YD. 4 CU.YD. 2).SHEET METALJOINFLASH WITM DER G T TER`JO DO a)COPPER/LEAD' OPPER/LEAD•FI�141 AND SOLDER GUTTERS TO DOWNSPOUTS AND ATrscvmlFc „- REVISIONS AP R VED AS NOTED DATE: . B.P.4 LN (6 11 —7[16,� ----------- FEE ` BY: ? p NOTIFY BUILDINa AT 1 EXISTING 765-1802 8 AM TO 4 PM FOR TIE � O ' OUTDOOR ' FOLLClVJ N^ 1 SHOWER ' 1. FOL,NCAi_ i0N - T'r,1f, F._ ._! FC; POURED COt:' Rcl r. 2. ROUGH - FRAMING & PLUtd'BI 3 3. INSULATION 1 4. FINAL - CONSTF,!CTION MUST BE COMPLETE FO'7; C.O. ALL CONSTRUCTION SHALL MEET THE EX. BEDROOM EX. LIVING ROOM 1 REQUIREMENTS OF THE CODES OF NEW � EX. DINING 1 No. 1 YORK STATE. NOT RESPONSOLE FOR U m M DESIGN OR CONSTRUCTION ERRORS. a "' I COMPLY WITH ALL COC NEW YORK STATE & TOVV' - AS REQUIRED AND COND'-' o 0M 1 HULUTO�, c� S 1 .,ti• � N o SOU �1L`VT0;1(� 0 W Q I N. .� 6 ---------------- II S 6 Ln o ---- OCCUPANCY OR Cj I , o w USE IS UNLAWFUL --------- -- ----- ---- --- -- --------- ----n----�- z WQ ;rWITHOUTCERTIFICAT - EX. KITCHENLd ----------- OF OVCUPANICY � 7 : zO a z,-6, 00 S O O 8'-41/2" , .-:,. r.c ba z:.. ' 17•I 'A '4PiER148 a INSPECTION I'3EZ?UI '"ll :D EX. BEDROOM EX. BEDROOM PLUMBER CERTIFICATION EX. PORCH No. 2 No. 3 ON LEAD CONTENT BEFORE PLUMBING CERTIFICATE OF OCCUPANCY ALL PLLIt-aS!�I SOLDER USED IPJ WA-IFR &WATER LINES NEE -TESTING BEFORE COVE[:li` .SOLDER Y SIIS TEM CANNOT EXCEED 2/10 OF I% LEAD. DN RETAIN STORM WATER RUNOFF w PURSUANT TO CHAPTER 236 >_ OF THE TOWN CODE. ^ >- F—a z w O 2 = 0 z O ' H N Lo • • ' 1 i 1 1 1 ♦ ,' 1 1 1 1 1 �:,..F/\,cam ♦♦ '' 1 . . , F '�. /�� 'N v7!✓/�//,moi �`� -. u; ♦t�� -6Y7i ------------�-- -- -- -- � �. , •��� C, DRAWN:DRAWN: MH/MS SCALE: 1/4"=l'-O" EXISTING FLOOR PLAN "E $ � E � JOB#: se Sp February 22,2017 �� — P ROJ ECT N 0 RTH v� �,.R �t�'+ SHEET NUMBER: SCALE. 1/4 — 1 s ,, zi33� i M� As REVISIONS KING STUDS 3 11/4 11/2 11/41, 11/4 11/2 11/4 LAV. W.0 W.C. LAV. I3" F.A.I. CRIPPLE STUD B H BA H HEADER ° e 11/4 3 2 2 3 11/4 ° C.O. I I C.O. . ° ° � eH a M � M 4 m �+ JACK STUDS SLOPE" 1/4" PER FOOT PITCH TO DRAIN TO APROVED x w 4"C.I. SEPTIC SYSTEM Z00 TRAP HOUSE Z r � U PLUMBING SCHEMATIC 0 LOC ATION USP NUMBER DESC RIPTION APPLIC ATION N .T.S.c ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD N ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD U d w v rrn 2" 2. 2" C7 O W 1 , , 2" a O _ /'d••�III' ( I` I'I`II I_iII(/ /��I I( 1'I I I(lIII��I IIf oo1••II III lId�oIII.•I�l I/ ((I()I I`(''I �I,�1 —���I l\/�/\��'1�'I)II Il 1 I II'I III/ 1III II� I Oo.•I'I I ••• II''/I �II'I/'I�I)II�(( 'I('1 -IiIII�/\�••• I II III'/I III(()I I`\(1 '(�II-/1�III`l`l\/•• FASTENER TYPE: SPACING: ' IfNo.B WOOD-SCREW BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH rinlNo.10 WOOD-SCREWS BASED L 16" � 21n..EMBEDMENT WITH 1/4in.dia.LAGSCREW BASED ANCHOR WITH 16"OC 2in.EMBEDMENT LENGTH ••• /iII i�'III I I1')I(\(` 'II I I/�1 III •••II'IIi�I1 IiJ I )I ( 1III I1 ••• 3/4"APA PLY WOOD SHEATHING 1GRADE PLYWOOD /:"APA RATED SHEATHING Cc(ALTERNATIVIVE:7/16"O.S.B.) • 1/2"APA RATED SHEATHING I GRADE PLYWOOD (ALTERNAII1V1VE:7/16"O.S.B.) •• • r WFASTENER TYPE: SPACING: 2x4 DF#aSNo.a STUD BASED ANCHOR WITH 10"OC of WINDOW SILL 2in.EMBEDMENT LENGTH I I >_TYPICAL WINDOW OPENING No.10 WOOD-SCREWS •• zbwa aWa Q BASED ANCHOR WITH 12"OC I I ( I I I ( II I ) I (I I I ( qPANEL SPAN EQUAL OR SMALLER 2in.EMBEDMENT LENGTH U) _J THAN 4 FEET LAGSCREW na. O BASED ANCHOR WITH 16"OC I • I ( + ( ( I 2in.EMBEDMENT LENGTH TYPICAL DOOR OPENING FASTENER TYPE: SPACING: O MULTIPLE PLYWOOD ASSEMBLIES O PANEL SPAN GREATER THAN 4 FEET 2-2X4 DF#2 STUDS CONNECTEDNo.a WOOD-SCREW � AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS 2in.EMBEDMENT EMBEDMENT LENGTH ED ANCHOR WITH 6" Q CV AND NUL TS @ 2'-0"O.C. - _ No.10 BASED ANCHOR 9"OCTYPICAL MULTIPLE OPENINGS 21n.EMBEDMENT LENGTH O �n-,��e('�• _...,,r g.° •:' PANEL SPAN GREATER THAN 6 FEET 1/4in.dia.LAGSCREW AND EQUAL OR SMALLER BASED ANCHOR WITH 16'OC F THAN 8 FEET 21n.EMBEDMENT LENGTH �� ., '',;. DRAWN: MH/MS WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL � :. `,,. --m `� SCALE: 1/4"=1'-0" AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) ' '' ` , '� � • JOB#: WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" Vn February 22,2017 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO �, A°g x;12334 °� SHEET NUMBER: COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4, 1609.6.5 AVD TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL O 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 B=MARKED FOR WHAT OPENING IT IS TO COVER. — HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QT(. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-81 COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-81 COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-Sd COMMON JOIST 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 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES -0 °OO OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL 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 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) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD 2_16d COMMON EACH END (LIVE LOADS PSF) ROOMS(OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under -+ 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 NAIL QTY. SPACING NAIL NOTES GAURDRAILS ANY DIRECTION 200 r C DESIGNED FOR CAT. ) precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY ( specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL p p p p g P2-16c COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION M " TOP PLATE FOOT SEE NOTE:1 N F-7 m �n anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all m ,a (ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE 4-16d COMMONrn ce INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE v � z 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 2-16d COMMONSTUD O.C. NAIL Sym.: O oo .s o attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION 5M OKE ALARMS TO COMPLY WITH NFPA 72 AND NYS 11314 IRC. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. gypsum P 16d COMMON SMOKE&CO2 DETECTORS 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 U in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC �G FOUNDATION NOTES: Type PE II EXTERIeriorsORSHEARWA meet egIONS: BOTTOM PIANDJO CLIMATIC & GEOGRAPHIC DESIGN CRITERIA � T e II exterior shearwalls shall meet the requirements of table 3.15a-b times theappropriate PER FACE NAIL FLOOR 101ST,BAND 101ST, 2-16d COMMON length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. DEC"SNOW SPEED DESIGN WEATHERING LINE TERMITE DECDESIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS 2).All footings to rest on undisturbed(virgin)soil. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES SPACING 2.4.4.2 and 2.2.4 respectively. QTY. 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TOit YES - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE I I I I TO HEAVY MODERATE concrete or mason walls occurin in exterior or unheated interior areas. 4-8d COMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: masonry g 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL 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 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be TO JOIST 2-8d COMMONEND NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 Ed COMMON @ 6 O.C. SEE NOTES:13 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 (BOTH FIELDS to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-1&d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. ) anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). P P g � 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMON EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4"O.C1 8d COMMON @ 4"O.C. SEE NOTES:13 8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM JOIST NAIL (S� T ON LEDGER PER TOE 7).Dampproof exterior of foundation with bituminous coating as per section R406 of DECK AND COVERED PORCH NOTES: TO BEAM 3-8d COMMON JOIST NAIL NOTES0 JOIST C) 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 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. the below rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMON g P p g- 8 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, 8).Drainage as per section 11405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMON PER w Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT IS TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. EE NOTE:1 W 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. W 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 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURALPANEL 8d 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. WFZM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck Joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted5).A minimum of 10 inch flashing shall be installed between the building and ledger. AIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD N otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION Qom, SPACINGSEE NOTES:1,3(BOTH FIELDS) 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM Sd COOLERS 7" O.C.EDGE NOTE:2 FOR PANEL FIELD Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.C.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 Ed COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wallNOTES 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and GO and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING _ 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathingwithin 4 feet of the corners,the 4 foot edge zone attachment requirements shall W 5).All flush beams headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMO WFCM-SBC ) g q anchors where applicable to all connecting joists. PLUMBING NOTES be used. 7/16"OSB 3"O.C.EDGE 6d COMMO 6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 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. O on plans, WALLBOARD 10"O.0.FIELD 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, 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. j other access openings unless otherwise noted(typical). FLOOR SH EATHINC: 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL 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 provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. H 0 Z Z where applicable unless otherwise noted. 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. Q PP STRUCTURAL PANELS Ed COMMO 6"O.C.EDGE W 1"OR LESS 12"O.C.FIELD J 9).Provide blocking/bridging in floor joists at 8'0 o.c,.Use solid blocking in floor joists HVAC SYSTEM NOTES Section 11602.8-FIREBLOCKING REQUIRED (n O under all bearingwalls. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: and to form an effective fire barrier between stories,and between a top story and the roof space. H = 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF Fireblocking shall be provided in wood-frame construction in the following locations. W =) needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. O 0 equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor O Z (n 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on vall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 LC) CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. nailed 6"on-center at the panel edge. wall sheathing feet.Batts or blankets of mineral or lass fiber shall be allowed as fireblockin in walls constructed Q N 3).HVAC subcontractor to provide final system layout drawing and submit it to the General P g g g g � LO12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood I Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. t' P yw subfloor shear capacities,nailing requirements For structural 4" -, O adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 3i°"'' over subfloor as per manufacture's instructions. `°,:,-' O A such as shear plates,shall be used to naintain load path. drop ceilings and cove ceilings. c ,v, --,. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. .a -da 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and liy�C�/ 2).When wall sheathing is continuousover connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces L' ✓�ji <,. 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 nais shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. , O 1 11 , 0, DRAWN: MH/MS to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tol-16d nail per foot. ,� "j 3).All electrical work to comply with 2014 NEC. t'� r,`°, ;, SCALE1/4"=1'-0"14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage ofapproved 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 SOIL COMPACTION: flame and products of combustion. ? 4, irad„� ;; JOB#: torch down type material over. and R315 of IRC. 1).NEW F'LL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 00 400. u February 22,2017 5).For the fireblocking of chimneys and fireplaces,refer to Section 111001.16.N.Y.S.Residential Code. A TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. ', SHEET NUMBER: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 4 2).COMPACTION OF NEW FILL SHALL BEAT LEAST 95%PROCTOR NOTE: or, N�....._.,,. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY TESTED BYA PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. REVISIONS 1 I EXISTING OUTDOOR 0 1 SHOWER 1 1 1 1 1 1 t o 1 ti 1 '~ EX. BEDROOM EX. DINING EX. LIVING ROOM No. 1 U �, 1 a m cn 1 � ~ a m W Lus Q 0 (:Tn) I ------------------ ' I w 1 1 O I ' 1Ld cV uj O W __ _ � Z V1 N ' Z EX. KITCHEN ------ --------- -------- - --- --� Q Lo O w 1 2'"6" a O 0 00 3'-51/ ' 8'-41/2" �.w.� O a � w EX. BEDROOM EX. BEDROOM EX. PORCH No. 2 No. 3 w DN O W � z Z f...� w O O = { O O 1 p� N Lr) I I I 1 I n dEr 5'b w+� +••. �aA . i . DRAWN: MH 1 MS Ne € wl4a SCALE: 1/4"=1'-0" EXISTING FLOOR PLAN ,fir: - � } JOB#: =E PROJECT NORTH ,Y � � .. wp� Febnary22,2o1� SCALE: 1/4" = 1' ,a#'' Sz' SHEET NUMBER: ;�� ua IN114 VISIONS 2 I N 0 F Q©° MAIN BRIDGE PARTNERS FLOOD ZONEI � PORT-A-LAV TO REMAIN VE 16 I ON SITE FOR DURATION 1 ' ' I FOP S 50 F L O O D Z 0 N E OF CONSTRUCTION FLOOD Z O N E /4 D I i r 6' CONSTRUCTON DUMPSTER I I z' I O36 t0 11 E ' ;r I, /�8 �8 AE 13 / B \8 DURATION OFCONSSTRUCTION �8' 379.09 TO REMAIN ON ' I AE 12 1 I Lu ui O N // I ; I I / j •16'X4'DRYWELL \ / -�, I U N a M M %01 I N d CONCRETE CWRTE 1/ 1♦ ♦ Z I Q ALJ \ �pr rn >:'A` 1 1 In06 WASHOUT NJ Iz N cj 2Eoi 95.0r Isr., SOIL Q' w v I I ' \ w ER LOCATION wc / Lu SU • r, I ' •4 Of IQ w U zw ' LLI z z Lu I 1 I N O �. Q I Z I Z , ROOM \ Iv ' I I 145 SFc "--� 3 I I Q �\ I w I = II m QO I 'r ZQ / EXISTING I STY.HO SEQ &GARAGE BELOWV 200 SF Y • ~ O - I- = f O I 94.01 \ \6, CONC. DRIVEWAY Q z ILL LLJ HAY BAY w/SILT FENCING i EXIST, / M / 0 r'r ' LIMITS OF CLEARING TO BE CONCO 1 NO MORE THAN 2O FROM _ \ STOOP, V 1 PROPOSED WORK AS 4►•--.y-. .�V1 i i OL ' I INDICATED ON SITE PLAN \FRy O z� ' I CKX4'DRYW I `R SUN ROOM _j Z; I 1 i 1.3' E� I }-. 220 sq.FT. r _ _ _---- p = I i � 1 1 =F 19.0 / ! ► \ / � _ z p E-' / �_ i / 4-1 E-1 5 _ Z H v� 381.93 C _ _S' I 4 \ � 0°361011 � \ \6, � \6 , I 14' 1 1 Ir 12' I Pvt�`'�� 4 Y , , 14, 1 N 0 F r I '.i11 `�I^. '� �`��i ?r . . ES CYNTHIA &THOMAS 1 I �. E, ,�(_. ; �t, £�.o �.°�'v,: 'I _)NS OF ROSICKI SITE DATA: SCTM # 1000-54-4-7 ���"'-i�;.atotIlTRUSTEES SITE PLAN DESCRIPTION: EXISTING. LOT COVERAGE: EXCAVATE: FILL. 0,q)SCALE: 1" - 20'-0' PROPERTY: 38,049 SQ.FT. 0.9 ACRES V 1 PROPERTY WETLANDS: -24.430 SQ.FT. BUILDABLE PROPERTY: 13.619 SQ,FT. 0.9 ACRES - - OW DRU;i; DRAINAGE INSPECTIONS ARE REQED z > ESTIMATED AREA OF 3500 SQ.FT. Centact TOS Engineering at 765-1560 before } STORM WATER MANAGEMENT DETAILS GROUND DISTURBANCE: 113,110fill,OR Provide Engineer's CertificatlonQ Q z that the dreinag^hl.a been installed to Code. NORTH-EAST ADDITION: NORTH-WEST ADDITION: W Q ROOF AREA:2E9 90.FT. ROOF AREA:408 SD,FT. J v J AT 100%WATER RUNOFF:45 CU FT. AT 100%WATER RUNOFF:68 CU.Fr. �/,j , = O EXISTING HOUSE 1462.23 SQ.FT. 10.7% PROVIDE(1)6 DIA.X WDEEP DRYWFLLS PROVIDE(1)6'DIA X 4'DEEP DRYWELLS �LjEr-!r's39CAL Of j DRYWELLS CAPACITY:6932 CU.FT. DRYWELLS CAPACITY:89.32 CU.FT. EXISTING STOOP, 172.26 SQ.FT. 1.3% - - i eQuIr►ED O All exterior �B1S� GT1C�`� p z O OGEE GUTTER-STANDARD S' PROPOSED NW SUN ROOM: 220 SQ.FT. 1.6% 5 CU.YD. 2 CU.YD. rior lighting Q N ' N° installed LO {% 1}EXEM[ON: , replaced or ` A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES MAW BEEN PROPERLY PREPARED. PROPOSED NE SUNROOM: 145.0 SQ.FT. 1.0% 4 CU.YD. 2 CU.YD. repaired Shall conform ontor ^ p 2).PREPARATION: ,S�I�E D ARL.r B).aEPARE SUR SURFACE ACESTHOROUGHLY METHODS RECOMMENDEDB PROPOSED DECK 200.0 SQ.FT. 1.5% 3 CU.YD. 1 CU.YD. t0 Cha V n ptcr 172 B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR T L'' �/��• AAINT CONCEALED BESTMETAL SURFACEOR S HE AND SU ACESRATE INDER COTHE ACT WITH DISSIMILAR CONDITIONS. Oi the TO W,( COde Q.PAINT CONCEALED METAL ST ACKING AND SURFACES IN CONTACT WITH DISSIMILAR METMS WITH PROTFLTIVE BACKING PAINT. 3.INSTALLATION: DRAWN: MH/MS A).PERFORM WORK N ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS 1).GUTTER IID TO PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. +i 2).SHEETMETAL JOIN LENGTHS WrH WATERTIGHTIOINrS. PROPOSED DRYWELLS: (2)6'dia.X 4'deep - 8CU.YD. 4CU.YD. 11i N SCALE: 1/4"=1'-0" A).COPPER I LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND .L B).1AWMMIINL94:RIJOB VET AND CAULK WITH A BUTYL SEALANT SLID JOINT #: CONNECTORS. [f 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL. May 11,2017 CONNECTION WATERTIGHT. 022 339 SHEET NUMBER: DRY WELLS TO BE 10'MIN. 4).PROTECTION: TOTAL: 2199.49 SQ.FT. 16.1% 20 CU.YD. 9 CU.YD. }�* ,y� AWAY FROM HOUSE A}PROTECT INSTALLED PRODUCTS UNTIL COMPLETION B PROJECT. K[Of 1 r��+ ^�.(1,. O F N E 4" B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL Blower�i OJ �L COMPLETION. o °° MEETS a BOUNDS BY: PAT T.SECCAFICO,L.S. SURVEY DATE: 08/26/2016 and ductworlc S. 1 testing required. REVISIONS - LO © O ♦ , o N N U � erg h ♦�.. M ti k v d m op u N _ ®ull, �®r ®13 lill `. I Hill Illit ® ® r 1�1 PROPOSED SOUTH-WEST ELEVATION Qz SCALE: 1/4" = 1' Z0 F- as Qw z � xo w � Q � � 0 z h--� w o _ _ ♦ W O 00 MMM13 Z U)^ �n N 1 ME3M- M to t DRAWN: MH/MS N * SCALE: 1/4"=I'-O" EXISTING SOUTH-WEST ELEVATION Nom,. ` 0223 �� May 04 2017 SCALE: 1/4" = 1' F 0F N E�yO SHEET NUMBER: REVISIONS -7CO e o0 �4 1 77--77 U Ln III � o O eo w ®Hill 11111 1111111111 Millv a m PROPOSED SOUTH-EAST ELEVATION SCALE: 1/4" = V Z ° O °xa Qw zF c� IF 'I I w a � x � O W � a . . w � W � > Q o � • • Q Z U' o -t!� X 0 00 z � _Q 04 N Lo ED AR O \J►" SCti Q � DRAWN: MH/MS SCALE: 1/4"=P-0" EXISTING SOUTH-EAST ELEVATION N - - JOB � � May 04,2017 1 SCALE: 1/4 = ' 9�F 022339 �0 SHEET NUMBER / OF N E\N ., -2 REVISIONS �CO fill III ' o � H M `♦ M ♦♦ � a m H � v, p o 1 u a PROPOSED NORTH-EAST ELEVATION SCALE: 1/4" = 1' Q z p oy H as qw z � w c7 w wz W w ' Q o P 11L ' z 0 o � � Zo Q04 N LA ED qRc V ��Cj � 1 N y�t� EXISTING NORTH-EAST ELEVATION �_ 0 DRAWN: MH/MS SCALE: 1/4" —` 1' * g: �1 N * JOB#: 1/4 "=P-0" N May 04,2017 X22339 0 SHEET NUMBER: OF NE�� r REVISIONS i - C.J D 0 4>O -^- e O - O e-� ♦♦♦ ti Li 1 0 000 AII v 0 . a PROPOSED NORTH-WEST ELEVATION Az SCALE: 1/4" = 1' Z o � as Aw w w °z w "L"-j 'CE Z7D,14 c Q ¢ z V IN SC, Si>� U) O o ,v 0_ _ MH 11-1111 14 N O 0 0 N * n Z cn 9� 0 2339 O�� ^ Lo cc0F NE�� 0 DRAWN: MH/MS EXISTING NORTH-WEST ELEVATION SCALE: 1/4"=1'-0" JOB#: SHEET May 2017 SCALE: 1/4" = 1' N NUMBER: a REVISIONS A 34'-5" 20,-0" 14' 5" " 99-101$ 91—93/4" 1 6'—1014" 6'—101/2" ' (3)2XI0 ACQ GIRDER i : (3)2X10 ACQ GIRDER (3), : (3)2X10 ACQ GIRDER: (3)2X10 ACQ GIRDER a_;___-• 6X6 ACQ POST a--:f:--• 6X6 ACQ POST a--_1�;•S-51/2" 12"CONC.PIER Q 12"CONC.PIER_ it"ic ' 24"X24"X12"FTG. :11 m 24"X24"X12"FTG. w' 1 _r_- , T BELOW GRADE 3'N BELOW GRADE s:I:� yell O ^I , III U J��� 11`11 1 c))(D CCual 1 : a: : 2XIO AC 1 I 2X10 AC ��:a 1/2"ACQ SHTG.UNDER FLOOR ¢'j' @16'oc 1: 1' 1 ' FASTENED TO JOISTS WITH o Nw ® :I:N S.S.SCREWS AND WASHERS RT II.-----__I t• n ~ U LEDGER BOARD TO BE FASTENDED 4X4 ACQ POST ��� ;m.., 1 12'dia.PIER 1C, TO BUILDING WITH TIMBERLOK® .--' '--. .--- 1-. 31 BELOW GRADE SELF-COUNTERSINKING SCREWS ' BY OLYMPIC MANUFACTURING : (2 SCREWS @ 32"O.C.) : : ^I 01 94 • � O o n ZL s � A -,------------------------; ' 1 ' (3)2X10 ACQ FLUSH BEAM ' -1-11111 0• ___-_ 1 nil� 1 nn 1 1111 u O 1 fill C+ 1 1111 U a I 1 1111 Q � 1 ono •-----• •-----, .-...__� CH Q , ' 1111 x �W ® __ EX.(3)2X12 GIRDER ' ' ' ' ' ' EX.(3)2X12 GIRDER I IIII N Q]L u _ __1 1 _ 1 1-------------------- I _ 1 1 -_,------------------ ----•---......-.- O I OO _ --------- --- -------0= _______---- __-�__ _'________________________�_= -----s-- B , 1-1111 1 W V p U a_r-r r• a------ 1 ------- z r__r , -r- ------- ------------------ 32 m 1 ,Fl a� 1111 0z Z g 1 UP 1 1111 1 IIII p[ Q W H �I 1 Ifll� �1 O ,^ 1 1111 V C2 V 1 f111 C1 Z Z EL- cid O 1 IIII V m 0 L N 1 IIIIQ JO} ® a V W J v 1 1111 O � Innj< V,n J0 1 1111 N O Q N m 1 ItllJ h- 1 1111_m zc Cc 1Il"'n� 1 (�) /2X10 ACO FJ 0,16"OC 1 lilt W 1 :111 0 1 IIII 1 1111 V Will > LL C1 1/2"ACQ SHTG.UNDER FLOOR I I fill Q FASTENED TO JOISTS WITH W 19 1' 'If:o S.S.SCREWS AND WASHERS nu I I:n x 1 nil N D •rl II11 �- - ' : (3)2XIO ACQ FLUSH BEAM ; O y^ EX.(3)2X12 GIRDER -- --• 10'-01/2" --1 �O`� V vN „ 11' 61/2" QI 1 1 1 �-----------------------a 'yam � (J,) - : : * gf s N ►� o 1 1 ,y TTy -10- IW 1 1 1 y l '�, * 1� tA'; 0, F-- N I I PORCH SLAB I a� : : iz _0f I ABOVE , ; 0 } I 1 Z AL1 1 1 �� 0223'9 0� O O O i � NI I I : o I : of 14E\N N Lo w SERVICE O 1 1 1 1 1 1 1 1 SEPTIC FOUNDATION PLAN. i DRAWN: MH/MS GC TO VERIFY W/OWNER SCALE. 1/4" = V SCALE: 1/4"=1'-0" SIDING;RE-SIDE AND/OR JOB#: BRING SHINGLE-LINE DOWN NE May 04,2017 (SEE ELEVATIONS) SHEET NUMBER: PROJECT NORTH sw A�S REVISIONS --------------------- -------------------- A )- --------------- -- —1„ -------------------- 8'—61/2" 2 0'-0" 14'T99 t/2" ------------------- POST (4)CXW155 3.5mull (TYP.) (2)2X8 DF#2 HDR E • n \ PROPOSED SUNROOM /l E tn M M Ifl I CATHEDRAL CEILING X \ 145 SQ.FT.MAX. V O J N # \ / • PROPOSED DECK o o Q LANDING o 1;2001 �— 200.0 SQ.FT. �n N \ / x ° MAX. `✓ N _ a Y N ey ti in Lmn X v I v PROPOSED STONE C„) WALKWAY N a G60611R Irm > x k ' w r5 (2)94/ ML HDR i EXISTING a s OUTDOOR "9 n SHOWER U H � � o x A 1 1 11'-61/2" ' EX. BEDROOM (3)CXW155 3.5mull EX. DINING EX. LIVING ROOM No. 1 ( �--► i REMOVE AND CLOSE OFF 2)2X8 DF#2 HDR \ i EXISTING WINDOW.ADD NEW EGRESS WINDOW \ ; PER CODE. \PROPOSED SUNROOM � CATHEDRAL CEILING o v z ` 220 SQ.FT.MAX. I Z 0 a � w 0 = X Q w N �--I t!1N N \ I < Zrn 1=i of � o �� _ ---------------- I I i ) O Lua x II N / • O V I ( ^ 1)•USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER MANUFACTURE'S INSTRUCTIONS. / II o ' uj ib -----fi -- -- --- ----- --- --a N 2).FINISHED CEILING MATERIAL AS PER OWNER. Lu / EX. KITCHEN _ -____ ___ 3).PLATE HEIGHT AT SUNROOM TO MATCH HOUSE 4).EXTERIOR WALLS TO BE FRAMED WITH 2X4 Of#2 STUDS AT 16"O.C.. S).INSIDE AND OUTSIDE SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. POST �' (TYP•) / 0 0 3'-51/ 3 8'-41h" 6)]::7 .PROVIDE 2-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS V 1 ---(2)2X8 DF#2 HDR------� O O UNLESS OTHERWISE NOTED.ALL NEW OPENINGS TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING. (3)CXW155 3.5mull 7).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS O (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, W FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. �. EX. BEDROOM EX. BEDROOM 8).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE Id Q APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING J EX. RAISED NO. 2 NO. 3 HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. w ENTRANCE PATIO 9).ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PROVIDED WITH RED qR 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. �O\� V IN SC Cy O O 10).INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R49,E y� Lo.30 Co WALLS:R20,FLOOR:R30.EXTERIOR OPENINGS MAX.U 0 * 10 04 Lo ii: I1).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. O N 12).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. DN �F X223 9 �O OF NES PROPOSED FLOOR PLAN DRAWN: MH/MS SCALE: I/4"=1'-0" SCALE: 1/4" = V JOB May 04,, 2017 SHEET NUMBER: 1 NE or ',• W SSE PROJECT NORTH A�6 REVISIONS ------------------------------------------ I --------------------- -------------------- I � I I I 12 1 1 If ' 4 L , 1 I I 7 I ICe I I I I /r0 Q I I I I I I I I 1 1 I 2X1Q RR 016"O 435 ;�slo MATCH HOUSE ' ' I � SOFFIT LL, i I 12 Q 4 ✓' N 1 ' / 11 II X ----------------- ------------------- 12 1 , I 1 1 1 L I i I I 4 1 r , n A�OJ N a M m ^ t+l U 1 I p I I I I 1 I 1 I I , X ct I I I I I I 1 I I H/I I 1 1 1 i I I i2 ' -' -- -- -- - 1(��/ I 1 1 1 1 4. V I 1 I I I 2XIO RR 016"0C 2X12 RIDGE — -- —- -- -- -- -- —- -- -- — -' 12 I I 4 11 I 1 1 I O I I I I I LL�••1' 11 II � 1 / Il I II O 1.1.4 I� "_11 1 1 1 1 I 1 1 I I A,- 12 I I I I 1 I I 11 T- 1 I � 11 I I 11 I I I 4 �( I lyv 1ri 1 T,y ' I 1 `-- -- ---------- ' I I ` -- -- -- -L- -- -- -- -- -, -- -- --, r� 1 11 11 J 1 1 1 I I I If / if I I , I I I I i I I MATCH HOUSE ' ' i/ � 1 I � SOFFIT I I I I 1 1 II ' II O I I i i ED q STORM WATER MANAGEMENT DETAILS ' ' ' ' '�`' s kc j `l If NORTH-EAST ADDITION: _NORTH-WEST ADDITION: �, yy Q ROOF AREA 269 SO Fr. ROOF AREA:409 SO FT. , ' , ,,4tA� 'W/� O AT 100%WATER RUNOFF:45 CU.Fr. AT TDO%WATER RUNOFF:66 CU.FT. 1 I , 1 �/1 ,�'/ --•LFT•'S N V, O PROVIDE(/)IT DIA.X 4'DEEP DRYWELLS PROVIDE(1)E'DIA.X 4'DEEP DRYWELLS —DRYWELLS CAPACITY;69.32 CU.FT. DRYWELLS CAPACITY:69.32 CU.FT. /�� 6 2338 yOQ' 0 Z 0 I /IIy//,Iy� NOTES: Q�FF 1 R-ST NDARD S" NI A 04 1).EXECUTION:ku (��+•llLo A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. O 2).PREPARATION: / A).PREP RESFRCACESUSITHOROUGHLY PRIOR ODS TO RECOMMENDED N. 1).ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. 6).ICE&WATER BARRIER TO BE USED IN ALL VALLIES,RIDGES,INTERSECTIONS ACHLEB).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR PAINT ON THE BEST TALSURFACETHE SANDSURFA SURFACES THEPROJECT HDISST ILAR S. PROPOSED FLOOR PLAN GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. Q.PAINT CONCEALED T RES SITS MRS AND SURFACES UNDER CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE SOOONG PAINT, 3.tNSTALLATtoN 2).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING A),PERFORMWORKTO BE ACCORDANCE WITH CDAHANDBOOKI'TO 'FOR EVHY40'OF RU 1 (wy 1 (MAX.1O'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. DRAWN: MH/MS 1).GUITERTOBEOIT04EDTOWARDS LEADERI'TO 0FOR EVERY 40'OF RUN. SCALE: i/ 1" 1' 2).SHEET PER/LEAD:FLASH AND SOLDER FRAMED CHIMNEY/DUCT CHASES,VENTS.PIPE PENETRATIONS,etc. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE SCALE: 1/4"=1'-0" a). /RD:FIASMAND50L1RGl1TTERSTObOWNSPOIJFSAND PER CODE. WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS 4 CALUMIINNUTMAND CAULK WITH A BLEM SEALANT SLIP JOINT COMPLETE. JOB#: \ 3).CONNECT DOWNSPOUTS To STORM SEWER SYSTEM ASINmaTED.sEAL tJE 3).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. May 04 2017 CONNECTION WATERTIGHT. Y , ).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. DRY WELLS TO BE 10'MIN. q.PROTECTION: 8 � SHEET NUMBER: AWAY FROM HOUSE A)'""DTERINSTALLED PRODUCTS UNTIL C M ETICNOFPROJEcr. SE pROJ ECT NORTH 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT B).TOUCH-UP,ION. `Ra`RErucEDAw(�PRooucTseEFORearesDwrul DIRECTLY TO THE DECK ALONG EAVES. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. Oo e oUSE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT sw 5).USE ICE&WATER BARRIER UNDERLAYMENT. CUTTING INTO SHINGLE SURFACE. A�7 9).GUTTERS,DOWNSPOUTS.DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. REVISIONS r r r ri 01' f _ _1 r 2X12 RIDGE 606666666 12 2X�oR �4 FASTS AWE: svAaNG: i I I I I I r I I r 2PLA E(TYP.)LAYOVER R @I6"OC BASED ANCHOR WRN 1A•OC I BUILD WALL UP 1 1 1 I (Il An.EMBEDMENT LENGTH f � ' f ' I I //��\1 1 I I I I ` J ' 1 I/ f ' _•"_ - No.IQN soams ( 11 `��I I 1 1� TO ROOF CNE)--------- FASTENER _--_. BASED ANCHOR W TH IG•« 1 r xin.EMBPDMENT LENRN ( fr �I I i i I I f I I � 2'OH VA. ANOL ON�WI�Tl1 LB•OC Ln.EMBEDMENT lFN(TI r ` 3r4'APA 0.VMgD sHE�nmG 2X4 STUD WALL „+ 1 1 1 1 G, ApHE""nNG I I I I I / 1/2"SHTG.IN/OUT (ALTERNATIVNE:VWOSA) r ® >m�ARAhoTRNG ) f SIDING TO MATCH HOUSE ( S ( 5 I ( � y SHEETROCK INTERIOR (�NATWve Tne•as.e.1 f I ` III I , ®_ j ( i , j , i (FINISH PER OWNER) 00 I FASTENER TYPE: SPACING: x)M DFYx No°�S m 1\ STUDS 0 O BASED ANCHOR WITH x0.00 WINDOWSILL 2n. EMBEDMENT LENGTH n 1 l I ( 1 1 TYPICAL WINDOW OPENING SAIEG wRwm 1r« ',� I , 3/4"SUB FL PANEL SPAN EQUAL OR SMALLER I EMBEDMEM RENGTH THAN 4 FEET 11-aF.LAGSCREW I I I S I I I + I S Elf, X10 ACQ FJ @16"OC N� , jBASED ANOIOR WITH 1A'« ( 1 ' -•—- - -�., ,.� M b 2M.EMBEDMENT LENGTH S' " p n•V TYPICAL DOOR OPENING 1/2 MULTIPLE PEYVMDASSEMMBLIES FASTENFRTOE. SPAONG. PT SHTG. (3)2X10 ACQ 00 LS w^ K PANEL SPAN GREATER THAN 4 FEET To-xEnHFwmTsTUDS��D No 8 WOOD-SCREW CGC :FLOO W/OWNER GIRDER 6X6 ACQ IAND EQUALORSMALLER NIZEDBaSwrwavEs °'OC TO MATCH POSTCTHAN 6 FEET ANo mrrs Hs r-Rr D.c z".EMBEDMENT LBMWHNu LB WODDSCRFWS TYPICAL z m TYPICAL MULTIPLE OPENINGS BASEDRNam gD` 2m.EMBEDMENTUN6TH PANEL SPAN GREATER THAN 6 FEET 1 1 "LAGSCREW • AND EQUAL OR SMALLER 1JBnvHwcwmH TG•oc R 12"Dia.CONC. :p� �- U THAN8FEET xm.EMBEDMFNTLaMGtH PIER .•�• i i I " L WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL o 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" 24"X24"XI2" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO CONC.FTG. 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. FTJ SECTION A-A HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. SCALE: 1/4" = 1' u H w Z Uz 0 PRESCRIPTIVE DESIGN PER R402, 2015 IECC: � E= FLOOR SPACE R30 CEILING 49 pq H R-VALUE R-VALUE. QL LSM c) "EXCEPTION FLOORS: w a R- FENESTRATION IF FRAMING MEMBER IS R19 0.30 TOO SMALL U-FACTOR: GLAZED � � A SLAB(HEATED)(2'PERIMIETER): R10 FENESTRATION NR 2X12 RIDGE SHCR: 12 �6 0 OC F-H FRAMED WALL SKYLIGHT@ //� 2X12 LAYOVER U ' R-VALUE: R20 U-FACTOR: 0.55 2 LPLATE(fYP) 70 OF(TYP) W BASEMENT WALL —- - -- ------------------------------- (CONDITIONED SPACE) 15/19 _ 2'OH R-VALUE: + 2X4 STUD WALL 1/2"SHTG.IN/OUT W L`7 SIDING TO MATCH HOUSE 1 SHEETROCK INTERIOR 00 (FINISH PER OWNER) O W 7 3L4"SUBFLOOR }- MM 2X10 ACQ FJ @16"OC Z W 3 —- - (3)2X10 ACQ 1/2"PT SHTG. U) o 11/4 1 1/2 1 1/a t va 1 v2 1 va GIRDER �j _ GC TO VERIFY w/OWNER D W.C. W.C. IAV. �V• F.A.L . I IF FIN.FLOOR TO MATCH o O °• I F HOUSE OR TYPICAL O Z B H H BALo 12"dia.CONC. s- PIER Lo 11/4 3 2 2 3 11/4 M °'�.d: H �" K. ` O C.O. C.O. —- ._ -__-_ 3 3 24"X24"X12" CONC.FTG. in- A 4 — . . .. Rc \ SLOPE"1/4"PER FOOT PITCH TO DRAIN TO APROVED Cti y�j� DRAWN: MH/MS TRAP HOUSE SEPTIC SYSTEM �� SCALE: 1/4"=i'-0" * �' _,,,s . 9� JOB#: PLUMBING SCHEMATIC SECTION B-B N * May EE NU n — � N� � SHEET NUMBER: N.T.S. SCALE: 1/4 1 'v 02233 �oQ� OF N E� 1111A 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 *01 ENDWALL RAFTER WALL STUD CRIPPLE STUD BOTTOM PLATE RIDGE LEDGER BATHTUB �eo e HEADER DOUBLE JOIST O SIDEWALL • RAFTER 7t 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 NUMBERI DESCRIPTION APPLICATION LOCATION JUSP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 209a. STRAP APPLY OV-_R RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ( ) r-•i THE FLOORS TO EACH OTHER W THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE N / 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024'OC ti M WALL STUD U M ~ THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR K w METAL STRAP rE U o 2 Ln RIM BOARD VENTILATION CHANNEL U RAFTER AS REQUIRED O o SILL PLATE(S) • RAFTERS MAINTjN ��•r �' n ♦ VENTIL "y WOOD JOIST U FOUNDATION TOP PLATE BLOCKING • - - - - - 2x4 LEDGER BLOCKING z r2x4 SOFFIT JOIST 0 STARRING TO BE ATTACHED TO WALL STUDS 048"OC ATTIC SHALL BE PROVIDED WITH A FASCIA p"' AND ALL WNDOW/DOOR OPENING JACK STUDS MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER i THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. �i SHALL BE COVERED WITH CORROSION- NTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ON ALL OPENINGS . OPENINGS OF V, INCH IN DIMENSION. CONTIN. SOFFIT/ EXT. PLYWOOD i INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOAN ANCHOR CONNECT TO ON ALL OPENINGS / �� EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ` OVER BEARING WALLS AND HEADERS INSTALL 4'0" O.C. CONNECT TO 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS �� 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWJ ANCHOR EACH RAFTER ON ALL OPENINGS i i 2ND. FLO R WALL / •' �� i C/0 ai RAFTER a" WOOD JOIST E I O TOP PLATE E_GIRDER/HEADER U 1ST. FLOOR WALL STARRING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST H AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD • r FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION (/Q INSTALL 4'0" O.C. z " 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBERI DESCRIPTION APPLICATION Q ON ALL OPENINGSALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED TH RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH WI THE PROPER STEEL CONNECTOR. U INSTALL 4'0" O.C. R4FTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD SILL GASKET ' f % Z 1 / 7YP. CONC. FOUNDATION ( n 60NC. SLAB MIL. POLY ^•`� ' DAMPPROOF EXTERIOR GRANULAR FILL • V� ' 6MIL POLY ON EXTERIOR V % i V ^ r STEEL COLUMN • a % ' ED ER e ♦' ♦ CONC. SLAB a O• 1� 1 a f v ANCHOR FOURED OCT EMBEDMENT: // %, ` ��V�N r r COMPACT FILL s • ELOCK WALL: 15" G a V SQUARE WASHERS Ic G KEYWAY FOOTING s �1.a LI ♦ , CONC. FTG. � (US' LBPS58 OR BP5$3)p Q p L e USE WI H 3 , �' rp O x3 W s ;O ANCHOR BOLT CONNECTION � �� 's` N REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I .--- N DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION 1 STORY 72" OC 2339o. 0 Q 0 z CRAWL PA ORFOUNDATION) ppN. TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC OF NES W WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. (CRAWL ACE ORFOUNDATION) cl) J WALL BOTTOM S APLAT NTORFAOUNDATION 1-2 STORIES 57" OC Q� = O SUB FLOOR O 0 CONC. SLAB — {-. Z 6X6 10/10 WWM DOOR FRAME COMPACT FILL r DOOR USE o—_JOIST (f7 I USE 2X8 STEEL BEAM L0 I �•�♦ FOR BLOCKOU7 � t 4" SLAB O , P.T. PLATE . , W/ 6X6 WMM n SLOPE I4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT ' < 1 • • 2-• ,• (WITH A NAILING PLATE IF NEEDED) OR T• ' I "nt•p a'a ,•s •• ••• •• °•• °• OEEB E APROX. 1THAN BEAM TO STALLOW FORGHER SHRINKAGE G AD a ^'-a"�"�''_ti • •- <•�.; s s 0 ° n : • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) M °, .O •°a � ° .12" •� _u�l • ac �•' '•e' o.'.a - ry DRAWN : MH/MS O st SUBFLOORIN /•r s ° 1 SCALE: 1/4"=F-0" 0,, a REINFORCING BAR s# REINFORCING EAR OeJOIST DRAIN TILE a 0 JOB#: 12 , O se STEEL BEAM May 04,2017 %! PLATE (BOLTED TO BEAM) SHEET NUMBER: a TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. GARAGE DOOR BLOCKOUT REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMM=NDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. 4"MAX. 4"DIA.MAXIMUM 4"DIA.MAXIMUM ' I POST GIRDER/HEADER 0 POST/COLUMN s>• © oO Z 12"x12"x12" CONCRETE FOOTING �o M 7 �w DECK POST FTG.CONNECTION DECK/PORCH RAILING LOCATION1 USP NUMBER I DESCRIPTION APPLICATION 4X4 POST IPAU44 OR WE44 1POST/BEAM ANCHOR JAPPLY TO EACH FOOTING STAIR RAILING l`QST-TO-GIRDER1HEADER CONNECTION ISE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY 70 EACH FOOTING N 1-1/2"SPACE MINIMUM N a tt HANDRAILS s� GIRDER V Z U w.. C1 0�0 00 POST V �. GIRDER/HEADR. POST/COLUMN BALUSTERS RIM/DECK JOIST C CONCRETE PIER �.• c o •> C OPEN BALUSTER ATTACHED TO WALL 1-1 HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS HEADER/GIRDER-TO-POST CONNECTION SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN LOCATION USP NUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS (2)BEAMS PAU44 OR WE44 1POST/BEAM ANCHOR APPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDERIHEADER TO POST/COLUMN CONNECTION (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. GIRDER/HEADER PIECE OF SIDING BELOW tam 2-1/2"DIA.LAG BOLTS W/WASHERS PJ (d� CONNECTED TO BLDG.@32'OC UNDISTURBED SOIL �F-�-11 W STAIR TREAD C LAY PLASTIC BASE DIRECTLY ON O Q POST/COLUMN ° UNDISTURBED SOIL(ORGANICS REMOVED) r� RIM BOARD o o LEVEL BASE F-" FIT CONSTRUCTION TUBE AND PLUMB Q STRINGER FLOOR FRAMING BRACE TUBE (~ 2x JOISTS FILL AS PER MANUFACTURES INSTRUCTIONS U BLOCKING FOR 111-1111 c - c = c SII=111= } JOIST HANGERIII-I.I-III Fri H POST-T -GI DE�iIADER CONNECTION LA,BOLTS 'O LOCATION USP NUMBER DESCRIPTION APPLICATION RIM KIST/BD. ° a z 4x4 SOLID COLUMN PBS44/PBSE44/KC44 IPOST CAP ANCHOR APPLY TO EACH COLUMN O STRINGER TO DECKIPORCH CONNECTION 6x6 SOLID COLUMN PB$66/PBSE66/KC66 POST CAP ANCHOR JAPPLY TO EACH COLUMN HOLLOW COLUMN SIMPSON STRRI/2 I H.C. ANCHOR JAPPLY TO EACH COLUMN pECK/PORCH LEDGER CONNECTION DISTURBED[POOR SOIL LAY 4-6"LAYER OF CRUSHED STONE OR GRAVEL LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB . . BRACE TUBE FILL AS PER MANUFACTURES INSTRUCTIONS STRINGER =I=I L�11= =11= �I=�Ic g16" c .• =111 111=111=111 111''=III=111„111=111=11 fT1 (2)THRU- WOOD JOISTh� BOLTS t 101ST P644 POST a t ANCHOR "dia. CONC PIER FOOTING GIRDERMEADER PIER 16"TREAD WWIBIGFOOT SYSTEMS FOOTING FORM O WOOD JOIST 1 0 ; GIRDER/HEADER IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN GRADE < CONC.SLAB C COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS W AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT (AS REQ-) ° 'v A PRESCRIBED IN THE CODE. s•. a •.o FLUSH JOISTS WITH HEADER/GIRDER THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT-."q 8"dia. °:d° DECK PIER ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBO EVALUATION SERVICE REPORT Q z T-0, C. ^ POR C. "e > PER PIAN THE PROPER STEEL CONNECTOR. SPLICED JOISTS OVER IRDER HEADERiGER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. l Q ` C o' C' IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATION r.4 W °'° ''• TO ALLOW FOR SHRINKAGE. O G a• .••'o•4 GIST TO GIRD:R/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST CLIMATIC&GEOGRAPHIC DESIGN CRITERIA O z O HANDRAIL NOTES: DECK& PORCH NOTES: ^ L0 GPOUNE WIND SEISMICFROST WINTERICESHIELD NAILING SCHEDULE H (V All required handrails shall be of one of the following types ).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. SNOW SPEED DESIGN EATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMENI FLOOD or provided equivalent graspability. All fasteners,hangers and anchors to be gaivinized or stainless steel. LOAD (MPH) CATEGORY DEPTH TfMP, REQUIRED HAZARDS JOINT DESCRIPTION NAIL NAIL NOTES ! LO QTY. SPACING �,��gED,gR 1).T 1.Handrails with circular cross section shall have an ).Girders for deck joists to be bolted or anchored to each post or ter with washers and nuts MODERATE SLIGHT TO JOIST TO: PER TOE C�I outside p° P 20 PSF 130 B SEJERE 3 FT. it NONE 4-8d COMMO �w\ 7 Girders on concrete hers shall be anchored with proper steel connector anchored TO HEAVY MODERATE SILL,TOP PLATE OR GIRDER JOIST NAIL V iN $ / outside diameter of at least l-1/4 Inches and not greater p P P V �� C 31 than 2 inches.If the handrail is not circular it shall have a into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. BRIDGING �(/ �'� 2-8d COMMO � EACH TOE perimeter dimension of at least 4 inches and not greater TO JOIST END NAIL (r than 6-1/4 Inches with a maximum cross section of Use Posts supporting girders shall a anchored to a 1wx12"x12"thick concrete footing. CODE: 2015 IRC 2016 NYS UNI FORM SUPPLEMENT BLOCKING EACH TOE Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall ' 2-Sd COMMO Evt►�' -4 dimension of 2-1/4 inches. TO JOIST END NAIL be 4 ft.below grade. * y� a N DRAWN: MH/MS BLOCKING TO: EACH TOE 2).Type 11.Handrails with a perimeter greater than 6-1/4 SOIL COMPACTION: SILL OR TOP PLATE 3-16d COMMO BLOCK NAIL * SCALE: 1/4"=1'-0" 4}.Deck joins to have blocking at 8'0 o.c.. Inches shall provide graspable finger recess area on both N ti LEDGER STRIPEACH FACE c/ JOB#: sides of the profile.The finger recess shad begin with a 5).A minimum of 10 inch flashing shall be installed between the building and ledger. 1).CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINIMUM 3000# TO BEAM 3-16d COMMO JOIST NAIL distance of 3/4 inch measured vertically from the tallest Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts CAPACITY. X2239 O� May 04,2017 �� portion of the profile and achieve a depth of at least 5/16 at 16"o.c. JOIST ON LEDGER TO BEAM JOIST NAIL 3.8d COMMO PER TOE Inch within 7/8 Inch below the widen portion of the 0 F � SHEET NUMBER: profile,There required depth shall continue for at least 3/8 6).Concrete hers shall be a minimum 6'above rade. 2).NEW FILL TO BE CLEAN OF O�2GANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL BAND JOIST PER END N E P q P P g CONDITIONS PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED. TO JOIE 3-16d COMMO JOIST NAIL 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 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored BAND JOIST TO: 2-16d COMMO PER handrail above the recess shall be 1-1/4 inches to a to girder(s). 3).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 SILL OR TOP PLATE FOOT TOE NAIL maximum of 2-3/4 inches.Edges shall have a minimum 8).Use simpson hangers and anchors with Z-MAX tripple protective coating or equal AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE tae radius of 0.01 inches. for any contact with ACQ. FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. A10 REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE ► PLAN CONTENTS: 1).RiDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters In accordance to table 3.4. JOINT DESCRIPTION NOTES 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 QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) i).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)CEILING JOIST $'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 TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST 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 PERTABLE 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 o e sound and a weatherproof completed product. P� CEILING JOIST ZAPS AS PERTABLE 3.7 EACH FACE OMe oO0 OVER PARTITION WFCM-SBC LAP NAIL EXT,BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PERTABLE 3.4 EACH FACE DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 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 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-WCOMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD ROOMS EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 70 RAFTER 2-16d COMMON (OTHER THAN SLEEPING) 40 END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under r. construction means,methods,techniques,sequences,or procedures,or for safe the late and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION) 200 q q P safety P p PP QTY. SPACING (DESIGNED FOR CAT.C) precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY r. TOP PLATE TO PER FACE NAIL specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance t0 table 3.2a.in addition to spacing, 2-16d COMMON TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION nj � J m m anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all ROOF-FOUNDATION) DETAIL PAGE&GENERAL NOTE PAGE '.4 m 5).Refer to the Window and Door schedule for exterior openings. corners, TOP PLATES AT JOINTS FACE 4-16d COMMON INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE o r4 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE Xt m osno 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 2-16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE P PP P STUD O.C. NAIL Sym•; attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. v HEADER TO 16"O.C. FACE w m 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 Sd cooler nails at 7"o.c.at panel tEd COMMON SMOKE&CO2 DETECTORS � CARBON MONIXIDE ALARMS TO COMPLY WITH R31S IRC. � such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c,in the field shat}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 U 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 13-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC m 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type II exterior shearwalis shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:length adjustment factors in table 3.16. FLOOR JOIST,BAND JOIST, 2•16d COMMONFOOT SEE NOTE:1PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA .2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING; D HAZARDS LOA Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil, interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 3j.Provide 12"expansion joint material between concrete slabs and abutting JOIST TO: 2.4.4.2 and 2.2.4 respectively. PER TOE 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 YES - concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL.TOP PLATE OR GIRDER 4-Bd COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 Sd 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 5}.Unless otherwise noted,all slabs on rade to be 2500 s.i..Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6 O.C. SEE NOTES:1,3 g P• 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 o Where a ride is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.0 Sd COMMON 12"O.C. SEE NOTES:1(BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95/o relative density with g SILL OR TOP PLATE 3 16d COMMON BLOCK NAIL @ @ NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge W 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMONEACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 8x16 cast iron foundation vent for every 150 sq.ft.of area. F-+ attached with the above requirements. TO BEAM JOiST NAIL C) JOIST ON LEDGER 3.8d COMMON PER TOE N ES p 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL Z N.Y.S.Residential Construction Code.A 6-mil polyethylene frim shall be applied over 1j.Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BANp JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 0 the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3.16d COMMONJOIST NAILU 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washer BAND JOIST TO:and nuts. 2.16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. w 1 Girders on concrete piers Shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. F�4 FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 1. 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 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL _1 � Z 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. CITY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For C) below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL $d 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 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 12"dia.bolts with washers and nuts JOINT DESCRIPTION Q SPACINGSEE NOTES:1,3(BOTH FIELDS) 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD 4}.Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM 5d COOLEZS 7" O.C.EDGE Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building, STRUCTURAL AS PER TABLE 3.9 1).For wall sheathingwithin 4 feet of the corners,the 4 foot edge zone attachment requirements shall S).All flush beams headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMON WFCM-SBC ) g q anchors where applicable to all connecting joists. PLUMBING NOTES be used. 7/16"OSB 3"O.C.EDGE F--� 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 Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 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. O on plans. WALLBOARD 10"O.0.FIELD 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. 3).for exterior panel siding,gaivinized box nails shall be permitted to be substituted for common nails. > other access openings unless otherwise noted(typical). FLOOR SHEATHING: 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. X JOINT DESCRIPTION2).USE SIMPSON HANGERS AND ANCHORS WITH Z MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. ^ Z 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY SPACING H where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS gd COMv10 6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. I HVAC SYSTEM NOTES t"OR LESS 12"O.0FIELD Section R602.8-FIREBLOCKING REQUIRED U)Q Q . --I 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists Q under all bearing walls, NOTES; Firebiocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) _ _ 1u Mechanical subcontractor is responsible for adhearing to all applicable codes and safety and to form an effective fire barrier between stories,and between a top story and the roof space. j - 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE WFERRED TO IF Fireblocking shall be provided in wood-frame construction in the following locations. W D needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. O Q equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor O Z 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 levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 �EtED qR LO 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 feet.Batts or blankets of mineral or glass fiber shall be allowed as frrebiocking in walls constructed SCJ C Q N Contractor and owner for final review and approval. is nailed 3"on-center at the panel!dge to obtain higher using parallel rows of studs or staggered studs. ri j \11N SC ��� LO 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural .E adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits. Q y�y over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. 70 1).All electrical to be installed as per N.Y.S.Residential Construction Code. a N 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces , ' tk 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 under stairs shall comply with Section R314.8,N.Y.S.Residential Code. ; DRAWN: MH/MS to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tol-16d nail per foot. 6, 3).All electrical work to comply with 2014 NEC. SCALE: 1/4"=1'-0" 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of X33 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 P314 SOIL COMPACTION: flame and products of combustion. �G JOB#: torch down type material over. and R315 of iRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR GF N E� May 04,2017 TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. SHEET NUMBER: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE: A- 1 DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOiL TEST TO VERIFY TESTED BYA PROFFESSIONAL AGENCY FOP COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.