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Home My WebLink About47327-Z ��O�Qc,�Ff01r Town of Southold 3/7/2023 P.O.Box 1179 N 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43708 Date: 12/20/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 335 South Dr.,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.41-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/13/2019 pursuant to which Building Permit No. 47327 dated 1/12/2022 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 to existing single family dwelling as applied for. The certificate is issued to Camarano,Lois&Nicholas of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 22-66974 7/6/2022 PLUMBERS CERTIFICATION DATED 8/30/2022 E -k Auer uth r0 ignature rose ai TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 47327 Date: 1/12/2022 Permission is hereby granted to: Camarano, Lois 103 Piccadilly Downs Lynbrook, NY 11563 To: Make additions and alterations and legalize "as built" work to an existing single family dwelling as applied for per Trustee approval. Replaces BP#44558. At premises located at: 335 South Dr., Mattituck SCTM # 473889 Sec/Block/Lot# 106.-11-19 Pursuant to application dated 1/12/2022 and approved by the Building Inspector. To expire on 7/14/2023. Fees: PERMIT RENEWAL $613.00 Total: $613.00 ing Inspector �S�F of o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44558 Date: 12/26/2019 Permission is hereby granted to: Camarano, Lois & Nicholas 103 Piccadilly Downs Lynbrook, NY 11563 To: make additions and alterations and legalize "as built" work to an existing single family dwelling as applied for per Trustee approval. At premises located at: 335 South Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-11-19 Pursuant to application dated 12/13/2019 and approved by the Building Inspector. To expire on 6/26/2021. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $689.60 AS BUILT- SINGLE FAMILY ERAT N $487.20 Total: $1,226.80 uilding In pecto 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. / Z113 l) New Construction: Old or Pre-existing Building: (check one) Location of Property: 50-1A V2- N A4( U House No. f ( Street Hamlet Owner or Owners of Property: Il f o i S CSI 4-t-&-"-D Suffolk County Tax Map No 1000, Section (© K7 Block C Lot l Subdivision Filed Map. Lot: LfPermit No. 1 � Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature 9 pF SO(/T�QI � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q Y 1�0,0UNT'(,�, BUILDING DEPARTMENT TOWN OF SOUTHOLD l CERTIFICATION Date: ^ �� ^Zoe_ Building Permit No. qT,.Z'T- ,-r Owner: (Please print) Plumber-�T�P `� C> AVAiC, (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me thisk� day ofAucu,,t 20 Notary Public, SEP 0 2 2022BUILUNu �.rF��1 K— County STEVEN JOHN BRAND T06 u,C- ?l ,•.'_ Notary Public,State of New Yolk No.01BR6381965 oualified in Suffolk county Commission Expires October 15.20 L Certificate of Compliance ................................................................................................................................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 .......:........................................................................................................................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by Empire Electric & Maintenance Lois & Nicholas Camarano 27 The Plaza Suite D 335 South Drive Locust Valley, NY 11560 Mattituck, NY 11952 Located at: 335 South Drive, Mattituck, NY 11952 Application Number#: 22-66974 Certificate#: 22-66974 Electrical License#: 57024-ME Section: 106 Block: 11 Lot: 19 Building Permit#: 44558 i�► Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Renovation of Kitchen / Bedrooms/ Bathrooms/ Living Room/Air Conditioning Equipment/ In- ground Swimming Pool/300 Amp OH Service Equipment A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Ehforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 6th day of July 2022 Name QTY Meter- 300 Amp, 240V 1 Combo Smoke & Carbon Detector- 15 Amp, 120V 1 Duplex Receptacle- 15 Amp, 120V 65 Exhaust Fan - 15 Amp, 120V 2 ARC-Fault- 15 Amp, 120V 6 Motion Light Fixture- 15 Amp, 120V 2 GFI Circuit Breaker-20 Amp, 220V 1 Electrical Inspector: Anthony Giordano `i q.APPROVED:=� TOVa�'�'r This certificate is not valid unless raised seal is present. Certificate of Compliance ................................................................................................................................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ................................................................................................................................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by Empire Electric& Maintenance Lois & Nicholas Camarano 27 The Plaza Suite D 335 South Drive Locust Valley, NY 11560 Mattituck, NY 11952 Located at: 335 South Drive, Mattituck, NY 11952 Application Number#: 22-66974 Certificate#: 22-66974 Electrical License#: 57b24-ME Section: 106 Block: 11 Lot: 19 Building Permit#: 44558 Name QTY Pool Panel -60 Amp, 240V 1 Recessed Hi-hat Fixture- 15 Amp, 120V 10 Service Disconnect- 150 Amp, 240V 2 Smoke Detector- 15 Amp, 120V 3 Switch - 15 Amp, 120V 34 Electrical Inspector: Anthony Giordano 1�fAPPROVED'- This certificate is not valid unless raised seal is present. -Certificate of Compliance ........................_........................................................................................:.......................:._._................................._.......... CERTIFIED ELECTRICAL•INSPECTIONS;INC. 188 PARKAVENUE. -AMITYVILLE,:NY-=11701. P:... (631)-598-5610 = ............... ......................................................................................................................................................_.............._....... CERTIFIES THAT Upon the application of Upon premises owned by Empire Electric& Maintenance' Lois & Nicholas.Camarano . 27 The Plaza Suite D _ _ 335 South Drive Locust Valley, NY 11560 Mattituck, NY 1.1952 Located at: 335 South Drive, _ .Mattituck, NY 11952 , Application Number#: 22-66974 Certificate M.22-66974 - Electrical License#:,57024-ME _- - Section: 106 Block: 11 - Lot: 19 Building'Permit-#: 44558 Name QTY 4FT LED Light Fixture 7:15 Amp;120V , 4 ARC-Fault-20 Amp; 120V_ '6 Dimmer: 15 Amp 120V- 4 Dishwasher Circuit-20,Amp, 120V 1- Exh6ust'Hood -'20 Amp, 120V - .1 GFI Circuit Breaker .15 Amp' 120V 1; GFI Receptacle 15'Amp,=_120 V 7 'LV Lighting Transformer 15/2 Amp; 1.20/12-V ;1 = LV Pool Fixture 1 = -OH Service Feeder-300'Amp, 240V 1 = Pool Heater Circuit-20 Amp, 120V. 1 - _ Electrical.lnspector:,Arithpny Giordano " ON vaq�it - -_ - _ : _ - • • ;��:. `ems' ,.. , This certificate is not valid unless-raised seal is-present. 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION i5T [ ] ROUGH PLUG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL1�� [ ] FIREPLACE & CHIMNEY [ ] FIRE SASE INSPECT ON I REMARKS: DATE /°� eVZINSPECTOR `� . F SO// enurm,�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICALE)L:i� GH) [ ] ELECTRICAL (FINAL) REMARKS: -u �ovlvt �/ �nV�/1�i�v✓ ?�+Nr►i �� At • i 4 f P o/ �_ si1 "7 ova rho �.cv. C�91r �a✓4�ju,�n'c 1w aS�'►l DATE INSPECTOR ....I. A dA �o��0f 50U1y�� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ UNDATION 1ST . [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL FIREPLACE & CHIMNEY ( ] FIRE SAFETY INSPECTION ( ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I6WAA 1171— Loo- DATE \DATE INSPECTOR # # TOWN OF SOUTHOL- D BUILDING DEPT. co765-1802 INSPECTI ON [ ] FOUNDATION 1ST [ ] GH'PLBG. [ 1' . OUNDATION 2ND I ULATION/CAULKING [ ] FRAMING /STRAPPING !F NAL t-- [ FIREPLACE & CHIMNEY [ ]' FIRE-SAFETY'INSPECTION [ `] FIRE RESISTANT CONSTRUCTION [ -] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: tn .e,t_ LVI —t > " p 4mw q Immb1..� i If1� ��AW4 IV, I - OV-\/ T6 /-�A K: 1I�IN/(o Gt* c DATE INSPECTOR r %A; ��,vo�aDE SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. 631.765.1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL cl-4(k REMARKS: 0 �p CicD �:P�v��ei vi DATE $ 'Y3 'yo'YY INSPECTOR Bunch, Connie From: Nick Camarano <nickc2203@gmail.com> Sent: Tuesday, December 13, 2022 9:41 AM To: Bunch, Connie Subject: 44558 photos Download full resolution images Available until Jan 12, 2023 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. Click to Download IMG_0321.MOV 0 bytes 1 1 , r f er� l `J f 1 . WE r, L too 1 . ol qbm w l♦ -� _ w pop � ter- -• �- � `'�`� �, 41111. ick , �r 43' ...E i +ilur• � f A N. f 4' MAac aL , VF i' C `�--1 E �F T �1 E 'N G I !N SRI , S August 10, 2022 AUG 17 .2022 , TOo�., Town of Southold Building Department Main Road Southold,NY 11971 RE: Camarano-335 South Drive, Mattituck- BP#47327 I have inspected the foundations,framing&insulation. I also inspected the pressurized plumbing pipes.I certify to the best of my knowledge and experience that the foundation, framing,insulation and plumbing meets New York Building and Energy Codes. GIF 05C 05C O 4 �O essioe� BOARD CERTIFIED IN STRUCTURAL ENGINEERING JOSEPH@FISCHETTI.COM FISCHETTIENGINEERING.COM 631 -765-2954 1 72 5 H O B A R T ROAD S O U T H O L D , N EW YORK 1 1 97 1 F 11HL E Ir Ir J ENG INEERiNC December 11, 2019 Town of Southold Building Department Main Road Southold,NY 11971 RE: Camarano- 335 South Drive, Mattituck I have inspected the existing sanitary system for the above referenced dwelling. I certify that it is a 1000 gallon septic tank and (1) 8 foot diameter by 12 foot deep leaching pool and this system is adequate for 3 bedrooms using the current Suffolk County Health Department standards. • =s A i i BOARD CERTIFIED IN STRUCTURAL ENGINEERING JOSEPH@FISCHETTI.COM FISCHETTIENGINEERING.COM 63 1 -765-2954 1 7 2 5 H O B A R T ROAD S O U T H O L D , N E W YORK 1 1 97 1 FIELD INSPEGITION REPORT DATE COMMENTS 'A lUil� V Q1/r FOUNDATION (1ST) � H ----------------------------------- S, '" 0 -55 FOUNDATION (2ND) � x ROUGH FRAMING& PLUMBING H INSULATION PER N.Y. y STATE ENERGY CODE 4 y vY l An-4_ - f h vYn lc' FINAL 11 ADDITIONAL COMMENTS P co < Z rn MA 0 z H TOWN OF S.OUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �/L��J S( - Survey Southoldtownny.gov PERMIT NO. ( U Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form j Storm-Water Assessment Form 'Z� / � Contact: Approved ,20 Mail to.. � Disapproved a/c � Phone: Expiration ,20 Buildi g Inspector DEC 1 3 2019 APPLICATION FOR BUILDING PERMIT Date , 20 1 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailink address of applican /57ji State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 1 C- lw IN5 1"11 LO l S C A-MA PrL -0 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title-of corporate officer) Builders License Not Plumbers License No. - Electricians License No. Other Trade's License No. 1. Location of land on whichr osed work will be done: �3S -60 Y(-\. 8e- 1 ✓� lM �fuc- 'V1 `� il�f House Number Street Hamlet c� County Tax Map No. 1000 Section Block ) Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy / 3. Nature of work(check which applicable): New Building Addition Alteration +� Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 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 Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES,-SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCH (S)He is the Notary Public,State of New York (Contractor,Agent, Corporate Officer, etc.) NO. Qualified in Suffolk County Co mission Expires April 14,2 of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before met is l day of Notary Public Signature of Applicant Glenn Goldsmith,President SO Town Hall Annex A.Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 Eric Sepenoski P.O.Box 1179 `Lsa Southold,New York 11971 Liz Gillooly Cn : Elizabeth Peeples Telephone ph(631) 765-6641 892 COU � BOARD OF TOWN TRUSTEES JUL 1 8 2022 TOWN OF SOUTHOLD BUILDING DEPT TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1938C Date: July 6,2022 THIS CERTIFIES that the existing 1,447sa.ft.one-story,single-family dwelling and to construct an 861 sa.ft.one-story addition with 5'-8' wide basement entry stairs and a 57sq ft one-story front entry addition accessed by 5.2'x11' covered steps and 5.2'x6.9' uncovered steps;remove an approximately 1,200sa.ft.portion of existing driveway and install new pervious gravel driveway located partially in Chanter 275 jurisdiction, and install a drainage system of leaders gutters and drywells to contain roof runoff: At 335 South Drive,Mattituck Suffolk County Tax Map#1000-106-11-19 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 5,2019 pursuant to which Trustees Wetland Permit#9585 Dated November 13,2019,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the existing 1,447sq.ft. one-sto single-family dwellingand to construct an 861 s .ft.one-story addition with 5'-8' wide basement en11y stairs and a 57s .ft. one-story front enLay addition accessed by 5.2'x11' covered steps and 5.2'x6.9' uncovered steps,remove an approximately 1 200sq ft portion of existing driveway and install new pervious gravel driveway located partially in Chapter 275 Jurisdiction;and install a drainage system of leaders gutters and drywells to contain roof runoff. The certificate is issued to Lois J. &Nicholas M. Camarano owner of the aforesaid property. ` o Authorized Signature r BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT N0. 9585 DATE: 'NOVEMBERI3 '2019: dr ISSUED TO:,LOPS:J.&'IV ROY AS:11ti.CAMARANO Ar_: t' PROPERTY ADDRESS: _335 SOUTH DRIVE,MATTITUCK SCTM4.1000-106;11-19 AUTHORIZATION Pursuant•to'the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Bbard of Trustees adopted at the meeting held on;NoveiYi6er::13`:2019 and in consideration of application fee in the sum of$250.00 paid by-,'I:ois°Jx:Bti`N'lCholas 'M: C iiiaran6,and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits:the following: Wetland Permit or the existing 1,447sq.ft. one-story, single-family dwelling and to construct an 861sq.ft. one-story addition with 5'-8' wide basement entry stairs and a 57sq.ft. one-storyfront entry addition accessed by 5.2'x11' covered steps and 5.2'x6.9' uncovered steps;.remove an approximately 1,200sq.ft. portion of existing driveway and install new pervious gravel driveway located partially in Chapter 275 jurisdiction; and install a drainage.system of leaders, gutters and drywells to contain roof runoff; all as depicted on the survey prepared by Nathan Taft Corwin, III Land Surveyor,last dated November 1,20119,; and stamped approved on November 13,2019 and the site plan Prepared by Joseph Fischetti, P.E., dated October 30,2019, and stamped approved on November. 13,2019. IN WITNESS'WHER#0F,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to to subscribed by a majority of the said Board as of the 13th day of November,2019. #3 :b4d John M. Bredemey- er III Abse>it • `� 111/// _ - . 4 BUILDING DEPARTMENT- Electrical Inspector •1,•�o�OSoSfE01,��oG,.., TOWN OF SOUTHOLD p ;{ Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrda southoldtownny.gov - seand0southoldtownny.gov, APPLICAT OR ELECTRICAL INSPECTION ELECTRICIAN INIRMA4N (All Info tion Required) Date: 3 -A kZ-C' Company Name: MCI 1r'liCV1\a yn" = LL' cc- - - Name: License No.:CYl E -5�1�2,`{ Z mail:4' � � mac- c Address: 1`C�ctie�t (cazq Ste- ' Phone No.: Lo Gu5-ti k1t LDcp - Su-LA x570 JOB SITE INFORMA All Information Required) Name: L ks 6\C) Address: 5561 t -D��v� (�Cr C_ Cross Street: Phone No.: 5 l is- l of car �5-tlJ -L-00--3 - L_D l_o X -1 BIdg.Permit#: I L1 S5g email: [ l (oi g_ (95 ainn )V'n Tax Map District: 1000 Sectio _ _Block: �_ _ Lot: BRIEF DESCRIPTION OF WORK (Please Prin learly) '�' t�-�e tie 2t,r1 C� �i �G1ner� ,+3Mckrc5c>rv-s I , oo S iv to bora 3 ::)Io Li S l,�►2t t� l n - c csu o 0 Circle All That Apply: • Is job ready for inspection?1>.�,1Ib h YES NO %ou In CFnal Do you need a Temp Certificate?: 0ESyNO Iss ed O Temp Information: (All information required) Service Siz 1Ph 3 Ph Size:3aO -A # Meters ( - eter# New Service - Fire Reconnect- Flood Reconnect Service Reconnected Underground Overhea # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information': 3�0 ,-)Ynp Se_e_v'IU LPC�fgQ-e-= , wtl c-Q_L 6u=O�h I ri p eC4l un Fe n . -PAYMENT DUE WITH APPLICATION Request for Inspection FormAs Scott A. Russell ,��°S� � STO]KAMIWA IER, SUPERVISOR ', I��J[A\NA\GIEM[]EN1C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 y�0 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) E] /A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 0/ 100 feet of horizontal distance. 5. 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. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLIC T: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: R �f/� District NAME: o ""`P t? w—o Section Block Lot FOR BUILDING DEPARTMENT ISE ONLY Contact Information: fidephonc Imnlzri Reviewed By: — — — — — — — — — — — — — — — — — — Date: Property Address / Location of Construction Work: — — — — — — — — Daa — — — — — — — — �{ ��(, ❑ Approved for processing Building Permit. J I Stormwater Management Control Plan Not Required. �� ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 APPLICANT: S.C.T.M, #: 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) p5��- �) ` Stormwater Management Control Plan CHECK LIST NAME: I V tL � ov,ak(� section Block Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Sib Date: ) * The applicant must provide a Complete Explanation and/or Reason for not providing �ienaiiiic �6 v of �' all Information that has been Required by the following Checklist! Telcylwne Nvn,kr. I. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justif ication Here! show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries �0 b, Total Site Acreage. �0 c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. 0 e. Limits of Clearing & Area of Proposed Land Disturbance.f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) HFE7 g. Location of all existing & proposed structures, roads, & �0 driveways, sidewalks, drainage improvements &utilities, h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. 0 J. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). O I. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch == rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. - b. Construction Entrance & Site Access. 0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) O d, Leaching Structures (e. . infiltration basins,sweles,etc.) 7. FOR L::NGINL-."El1lNG DEPARTMENT USE ONLY I El Additional Information is Required. Reviewed & I Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — — Stormwater.Management Control Plan is Complete. Date: I F� SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 o�S�FF01,��oG Town Hall Annex �Z• �. Telephone(631)765-1802 54375 Main Road o Fax(631)765-9502 P. O. Box 1179 y Southold, NY 11971-0959 • BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: Location of Property: Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: �r��i CGQZM Name (person submitting this form):Capacity (c ck applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE WHITE REFLECTIVE RED PANTONE #187 H 112" STROKE The construction type designation shall be fifip3 6411951 44111"5 qV"or ccV» to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ■ "Fll FLOOR FRAMING, INCLUDING ■ ■ GIRDERS AND BEAMS e eeRROOF FRAMING 0U."W", D' EGFR" FLOOR AND ROOF FRAMING STANDARDS AND CODES COMPLAINT REPORT ° NAME n . \ -s _ DATE ADDRESS PHONE## HOW RECEIVEJ), TEL`S MAIL IN PERSON LOCATION OF COMPLAINT U : D2 C NATURE OF _ - - COMPLAINT. W► r��DyJ �- _ C-�(l Y' G' o'n ASSIGNED TO INSP. DATE REMARKS ACTION TAKEN FILE # (IF APPLICABLE) RE-INSP DATE' Bunch, Connie From: Nick Camarano <nickc2203@gmail.com> Sent: Monday,June 21, 2021 2:34 PM To: Bunch, Connie Subject: permit extension Good afternoon-As per our pleasant discussion, at this time I would like to ask for a six month extension to my open permit#44558. If any thing else is required,please advise. Thank you. Nick Camarano 335 South Dr. Mattituck,N.Y. 516 603 6647 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i l� JAN 11V2 BUILDi'G DEPT. TOWN OF SOUTHOLD lc>C&A.) Ck( �C�v D l / 1 1 �nn G l�am�2,La/r/Lo w DRAINAGE CALCULATIONS ---- EL 21.8' 0' MEETS AND BOUNDS BY: DRIVEWAY ENTRANCE = NATHAN CORWIN III, LAND SURVEYOR MIXED SAND AND LOAM DATED: MARCH 9, 2018 30'X10' =300 SF X 2"=50 CF _ — _ — _ 5 USE 6' DIAMETER X 3' DEEP DRIVEWAY 380'X 10'=3800 SF BROWN SILTY SAND 380'X 2"=633.3 CF SM _ Q. y-7633.3/42.22-15 LF OF 8 FOOT DIAMETER USE(2) 8-FOOT DIAMETER X 8 FOOT DEEP i - - -- - 14' HOUSE& PARKING uj BROWN FINE TO MEDIUM SAND HOUSE PROPOSED AND EXISTING =2,500 SF EL. 5.1' - - - - - 16.7' SP ,; W N HIGHEST EXPECTED GROUND WATER `,J PARKING AND DRIVE=6000 SF ( , O ` 0 � ` E L 18' - — - — - 20' TEST WELL No. USGS 410007072331901 S 53325.1 TOTAL=8,500 SF X 2"= 1416.7 CF < - - > 1416.7/42.22=33.5 LF 4 ~ - NO WATER ENCOUNTERED W - USE (3)8-FOOT DIAMETER X 12 FOOT DEEP IN TEST HOLE A< � x TEST HOLE DATA v r TEST HOLE DUG BY MCDONALD GEOSCIENCE DECEMBER 10, 2018In .F •'i �.' _l UJ c cn cn SRT FENCE Ip- 77 iq `1-•6•de x 3'617 , - _`. - . - -- `\\ �r ', e "_ -, _ �'TRM'{'`; • i •� ,/ +.{ t r ",\r Tt,�a r"_"t, /' �. _- - , D@n 1 + -- E -aa G� / '' }«.s. ` ', 1 + 1.+ _ - iF r - •� b ' �Yl,; �., � TfLTTILtit , - � ;' + .. < '. t '• _ _. � •r-. r 4 ' ' DRAM __.• % f r - ' r. " - "' --_ -.__ ____.._-----'-'_' - - - - _ x"'_"_----------- ' , oancx, ( i � „ � "->:'par - % s_ _i 1 - - - -- ,. •! `r„ '/ t� .a, •/. _ ...--___—'- _ � �;:_ AREA OF DISTURBANCE: 25,000 SQ. FT N OTE: = ` Q00 SOIL STOCK PILE NOT REQUIRED ea-- ui NO CONCRETE WASH OUT D H k.3 [ � a 3/4-GAW BOLT w/ f 1) Q)t!� ” WASHER&NUT(TYP) o �iOY,r L0t7 (f) 2-)¢'STAKs 71N THE GROUND vm TIE — — SITE PLAN BALES BUTTED w (.0 TIGHTLY TOGETHER 4X6 FOLLOWER = _ p .,�nF . J >< J u')SCALE: 1" =30'-0" GRADE 25.0' O 0 C' + Zco = ti f e— 0 �.- - 0 �.1 APPROVED BY cn LL O c0 MAX 7 t T&G / 2X10 ACQ + BOARD OF TRUSTEES U- M1193930 LiMM93030®� TOWN OF SQUTHOLD - ---- ----- O ' ®®®®® 6X6 TIMBER WALES(M) .T =3330Q °""'�"•"`� (SPLICES TO BE ON CENTER OF — — DATE ll� ' ��" �}' STRAW BALE AND SILT FENCE PILES WITHAI2.OVERLAP) - - No�6''tl ' �3 Zolq `R" 1 t GRADE / /, `� ,,,,i 7 . La.Lt' , . BOUND BALES PLACED 2 RE-BARS.STEEL PICKETS OR 1 W �I I f�1-u� t; IN CONTOUR 2'X2-STAKE I• -T IN GROUND. r DRIVE STAKES FLUSH WITH BALES. ' ®®®® Imo+ I) r I ®M® 10"dia.PILE �` � 'a• 4' 25 p �C DPA14AGE AREA NO MOPE THAN 114 AC.PER ILO FM OF STRAW BALE DIKE FOR SLOPES - t LESS THAN 25%. 3'-0'OC » I 1 12 LONG 4lCN. %--_--- - (V tt Rl GENERAL NOTES PROPERLY INSTALLED STRAW eALE DRAWN BY: I F (Cm seas+,) 1. ALL TIMBER TO BE No. 2 GRADE OR BETTER LEACHING FOOL TYPICAL SECTION 2. STAGGER JOINTS OF FRONT AND REAR WALES 10/30/2019 FL�j SRT STOP '_ ' ,Y § L�--� 1 l iT,V i 1 3. ALL TIMBER TO MEET OR EXCEED AWPA STANDARDS (C-2 SCALE: SEE PLAN AND C-18) FOR PRESERVATIVE TREATMENT AS APPLICABLE Y MCKFU RETAI N I NG WALL A-A 4. FOR TIMBER FACE AND ANCHOR PILES, REFER TO ASTM D-25 ;k. FOR DIAMETER AND STRAIGHTNESS SHEET NO: NATIVE 'r SOIL W 5. ALL STEEL FASTNERS AND TIE-RODS SHALL BE HOT DIP RECOM`RENDW TOE-IN PROPERLY INSTALLED SILT FENCE I -= li GALVANIZED PER ASTM A-153 WITH 20 OUNCES OF ZINC PER SILT FENCING & HAY BALE SQUAR FOOT OR BE STAINLESS STEEL (GRADE 304 OR 306) PLACE HAY BALES DOWNSTREAM, BEHIND SILT FENCE i �1 I 0 STAIRWELL W PROVIDE FLOOR DRAIN CONNECT TO DRYWELL (4)#5 RODS DRILL AND A O EPDXY INTO WALL W cr 1 i P4 W ' A Z ; Il NEW STAIRS . i o v 00 NI A Q 1 ! I � V jAI I I 1 I I I - - - (2)2 8 DF#2 O - ON 2'X2'X1'FTG. .; v I N I /'� Ln L ' G ' Vol Moxo L • I v n I N (3)2X8 DF#2 I LTJ i � I I I ! I ! 1 I ° i J T11 560 11-7/8 @16"OC 1 N � I � v t'� � t 8"PC FOUNDATION ' v I DAMPPROOFED M 16"X8"FTG,(2)#4 REBAR i I I I 4 j I I ° I I 'b i n I i I 1 I I w , a � p i OL 1 V I t i I 23'-11" - I I 4 I - ------- - -- ---- - - -- - - -- -- i � -(4)#SROD$DRILL AND Apt EPDXY INTO WALyj L z � Z � `l CRAWL SPACE � C'4 • PROVIDE 3'X2'min ACCESS OPENING J -------- ----- --------- --- tj Q 0 �Lo v v . V ZOT m y • - (4)#5 RODS DRILL AND EPDXY INTO WALL V J O co W D.. O c0 ' CANTILEVER LL (2)2X8 @16"OC 1 O 1 L^.L ' LL I S ` 1 j;1ScCD yF A A v •� ��Ajl�`♦7�`-a4v J DRAWN FOUNDATION PLAN 5/29/2020 SCALE: 1/4" = 1'-0" SCALE: SEE PLAN _y SHEET NO: fT 1 9�J O V) z 0 (3)2X8 HDR (3)2X8 HDR (3)2X8 HDR (3)2X8 HDR < 0 / V W W Q O 00 x 1�� ® N 2X8 CJ @16"OC X ` JL H CATHEDRAL CEILING �D V < � o �D >< � H 0 V) H 0 X / M N I � � M 1 � 2X8 CJ @16"OC o I am-.q x x � x N \ N (2)2X10 1 1 SUPPORT GIRDER IN NE4V v` II LEDGER IN MASONRY 1 ix 0 2X8 C1 @16"OC I ' x X w N .. 2 N 1 J x vl X / W o ry \ m / 3 J 2X8 CJ @16"OC J 00 X \ e POST (3)2X8 HDR 2X8 HDR (TYP) r e 1 III I 111 SISTERS-1/2 LVL w/EX.2X10 RR @16"OC I , ul , I11 p r CATHEDRAL CEILING .II ul w I 1 III x ul m 1 D Q LU W (3)2X8 HDR � w I W ul 1 H m ZW 1 w m �I n � w 1 V Q 2X8 CJ p \ o lu @16"OC X II w J �I11 0 NI C-0 o N III O I X X I -1 III N X `x' J N ' \ M O O Lo N III m \ Z M III v J W I11 1 N EX.2X6 @16"OC O L �� nl - --- -- - - --- _ . --- -_- . - _. F7777M U)xl (3)2X10 GIRDER p: O co r LL "of NEI j c, ` FLOOR PLAN R°fi '° a . SCALE: 1/4" = 1'-0" DRAWN BY: JF 5/29/2020 SCALE: SEE PLAN SHEET NO: oa O U ----------------------------------------------'-- --------------------------------------------------------------- Lij I I I I 1 1 I I i t I I I I i t J I I 1 I I ! 1 I I I I I I 1 1 P4i I 1 ( I I V ' " ! 1 0 12 I O I 1 1 I N co M H ------------------ 1 I I I 1 1 I 1 I I I 1 1 I I I i I 1-3/4X11-7/8 ML RIDGE 1 I I i I I I I 1 i cl - - , ------------- -- ---- - --, I I 1 1 ! i I I CHIMNEY I —_-- ----------------------------------------------__ __________�____�__._- I 1 1 1 1 I i 1 i ' i V f 1 , W I 2X10 RIDGE uj 1 I i - I i t •-7 I I 1 1 1 f l lD i I , 1 ' t G x �Q� 1 � LJ.. N ,_,._._-__-�-.--_____ � LliZ II I i I Z Lo , I II 1 f- VVV moi/ w 0 N 1 I , 12co 4 Z M ( W I ' ' ' I Q U O LL ct LLI I If , � I I 1 , 1 1 � , I I O - - - -- --- ---- �,�Q`� 5 r, �n > W 21 ROOF PLAN DRAWN BY: JF SCALE: 1/4" = 1'-0" 5/29/2020 SCALE: .'SEE PLAN SHEET NO: 0 DA'i E:J�k4zll 'IT AT rr 7ci IDA F ol— 4. HNAL �,. 4 Att F H IF OF ��RR��pFF Y0711K STAIFF. t C*, F,E.;,P0N !:L� F t uiP �R 236 M�731 N OR i 4;�.::;T 4cN f_Rrdc . 11RS�P� � CppE' C'r"-\i,PLY WITH ALL CODE'S 0;= M-W YORK STATE & TOWN CODES AS FiEOUIRED AND CONDITIONS OF W y SOUTHOLD TOWN TRUSTEES UJ � ,,+ r• f i. LF co) L M F- Q 11-10A TION SOUTH ELEVATION r r'd LZ-AD COP JT ENT BEFORE }� :`1=ICATE OF OCCUPANCY SCALE. 1/4 — V-0" "'OLDER USED llv Iry/ATER 6'J! 'L�-SYSTEM CA1\,4'M"OT r EA;CEE D 110 OF 1% LEAD. PLUMBING ALL PLUMBING WASTE &VMTER Lf ,4I°S NEED TESTCvG BEFORiE COVERING ■ ■ ' � w w - - -- ■. z (� p N _._I Q00 � Z = ti V m 0, ' ter LL U) a_ O co w (1)0. `- IL V"'�- r DRAWN BY: JF 7/28/2019 SCALE: SEE PLAN EAST ELEVATION SCALE: 3/8" l'-O"— - SHEET NO: 1 UJ u ® W O > mz cf) z ~ 1 � v O = M � 0 M I- a N 0 RTH ,E LEVATI 0 N V SCALE: 3/8 - 1 -0 W W Z_ -�-+ z T- - -- WC-0oN U zm7cti C/) o � 0o O LL w °- U) LJL .� 0 fuc Lti cn O DRAWN BY: JF 7/28/2019 SCALE: SEE PLAN FI— SHEET NO: WEST ELEVATION SCALE: 3/8" = V-0" rr D co 0 6Lu V IJ z STAIRWELL u PROVIDE FLOOR DRAIN CONNECT TO DRYWELL #5 RODS DRILL AND O E OXY INTO WALL ® W� N' CUJ p W 3 o NEW STAIRS \ T X .i. NAREALU 2 O2'X2'Xl'FTG.VERIF LOCATION INFIELD.Mho L 6'-8"CLEARANCE LL M F- / N Q (3)2X8 DF#2 d —, TJI 56011-7/8 @16"OC 8"PC FOUNDATION DAMPPROOFED 16"78"FTG,(2)#4 REBAR ADJUST FOUNDATION HEIGHT FOR FINISHED 1 FLOOR TOMATCH; B ( EXISTIAG / B i ■ ■ y W �- W (4)#5 RODS! RILL AND \EPDXY IN WALL Z l� MASONRY STEPS CRAWL SPACE �J W " � A L FILL TO BE COM ACTED TO BE PROVIDE 3'X2 min o N 95 "RELATIVE DENSITYASTM -689. ACCESS OPENING \ j x _I Lo Q 0 0 (4)#5 RODS DRILL A D' O EPDXY INTO WA L ■ cn a: 0 A A LL W Cn D -- - CANTI_LEVER- --- - = 3 — (2)2X8 @16"OC LL' FOUNDATION PLAN � B dJ SCALE: 1/4" = V-0" 2 d -- ��OA A• Q52�go DRAWN BY: IF 7/28/2019 SCALE: SEE PLAN SHEET NO: <3 '® - -- — --- ! (3)2X8 HDR (3)2X8 HDR i (3)2X8 HDR (3)2X8 HDR C C W p0® W 2X8 CJ,-@ 1.6"OC UJ LL ,� 2X8 CJ @16"OC Z T i o v I , Lo OEM _x x N I SUPPORT GIRDER IN NEW \\\ w LEDGER IN MASONRY j Lu B _2X8 CJ-@16"OC_ ! LLJ V) ! B / I LLJ / � I I I / J p _2X8 CJ @16"OC_ - N = I � 00 N X 7-1 V m \ m _ I m j POST / (3)2X8 HDR )2X8 HDR I (n'P)/ -- -Lu } w ■ (D _\ w p x 2X8 Q 16"OC N W N 2 ■ w (2)2X10 GIRDER X8 HDR � ' v - = Z 2X8 CJ 3 w v C@16"00 ? Ln ~ z A o00 m ml A (D Wco pN Lo V M Im 3 j � 0 0 co rN > �I 0Xi m� >• cy) CL 0 LL -� 0 FLOOR PLAN �J1 SCALE: 1/4 - 1 -0 cn -0 w 0 �V DRAWN BY: JF 7/28/2019 SCALE: SEE PLAN SHEET NO: co 0 LU Lu W ® w 0 LU Z _2X10 RR @16"_OC- 0 r=) �e co z O U V♦ LL M I- Q 12 w 4 00 00 x m CHIMNEY 1/2X10 2X10RR@16"OC _ RIDGE 12 4 I ul @ I� LLJ 00 LL 9`lF6 N'I L Pte/ W J 'o W 00F Z 2X10 RR @16"OC n ■ 12 4 ✓ - m \ a�J z Lo T- uj 60 0 N Q X0 � Zm = r-- C/) 0 F- 2X10 R @16"OC ■ �� 0 m M LL W � O (D ..c ROOF PLAN Q. SCALE: 1/4" = 1'-0" DRAWN BY: IF 7/28/2019 SCALE: SEE PLAN SHEET NO: cf) 12 4� -� SISITER 11-7/8 LVL TO ®� ® EACH EXISTING RR @16"OC. BLOCK WALL UP ui ADD 2X8 COLLAR TIE TO SPLICE RRs TO RAFTER Fj!!!!! EACH RR.USE PL CONSTRUCTION (3)1-3/49-1/2 Ivl TO EXISTING ADHESIVE AND(4)3/8"THROUGH w/(2)3/8"STEEL \ @ i O 2X8 CJ @16"OC BOLTS AT EACH END OF COLLAR TIE EXISTING 2X1OR 3)1-3/4x9-1/2 Ivl "A w/(2)3/8"STEEL �^�' UJ' uj OAdak I O '= Lu o w i z P-0— _ ---- i (2)2X8 DF#2 @16"OC - _►�� EXISTING 2X8 FIs CANTILEVE , ,r aco ° e f O baa baa cl) EXISTING �',r EXISTIN a a G b be D4 D4. a: a; EXISTING D• _ _ 4• d. - d. _ _ D• _d D_ d d D• d_D• _ D• d. D• d. — c CROSS SECTION A F 6 SCALE: 1/4" = V-0" E C:) ■ fV 11-7/8 SADDLE 12 Ivl RIDGE 4 — 2X10 RIDGE W � 6,OC ?k1p R 2X8 COLLAR TIE @ EA-R- ® w @1 R @16 D 2X1ORR OC 2X RR @16"0 - r► _ -�—� Z Z Lo 2X8 Cl @16"OC SISTER 11-7/8 Ivl _ ^ TO EACH rr @16"OC w C-0 Q N (3)1-3/4X9-1/2 IV L J —jLo w/(2)3/8 STEED Q 0co Zm Z o, 0 � 00 to u� cy) LL W � o0 � i! u- 3/4"SUBFLOOR 11-7/8 TJ1560 @16'OC EXISTING 2X8 FJ ®� ADJUSTIFOUNDATI Buc�od l ' HEIGHT,FOR FINISH d 2X6 ACQ SILL PLATE a"a a '"a �� t NIZ FLOOR TO MATC TERMITE SHIELD Hc E> �' b� � � b� e► �' .+� ` ,,� '� EXISTIN SILL SEAL -� I 4. D D p• d EXISTING d EXISTING EXISTING pO FOUNDATION FOUNDATION FOUNDATI N° 0. ° e ° ^ p 81,PC WA E DAMPPRO Q 4"CONC.SLAB o a _ DRAWN BY: IF M \--- D• -- D —__ d D• D- D• D• D• p. D- D• D• D• d D• d. _—__..—_—C__—_ - D' 16X8 FTG i (2)#4 REBAR 7/28/2019 D CROSS SECTION B SCALE: SEE PLAN SCALE: 1/4" = V-0" SHEET NO: co 0 rr 12 I �I � I 4� @16"0c Innn 2X1 @ (D © @ J2" © @ @ @ 2" c c c: c c ::A2„ Moe - -- - - -1 2X8 DF#2 C) 16"OC c @ I' c c c c c c O - i I' O C O I Lu UJ FASTENER TYPE: SPACING: No.8 WOOD-SCREW ---- I BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH o c c oc c c O O _ I III WOOD-SCREWS o i -- No.10 c 1 __ O DD O I I BASED ANCHOR WITH 1 16"OC —_.___ - IIIuj 21n.ENIPEDMENT LENGTH l 1/4in.dia.LAGSCREW BASED ANCHOR WITH 16"OC UJ O tin.EMBEDMENT LENGTH c 3 c of c c © II /4"SUBFLOOR (2)2X8 @ @ 3/4"APA PLYWOOD \ _ -- - - -- --- -_-- -- -- — = 1/2"APA RATED SHEATHING ii i! 1 SHEATHING d UJ 11-7/8 TJ1560 @16'OC (2)2X8 --- I' II III GRADE PLYWOOD 00 ° ° Q - - - - - - (ALTERNATIVIVE.7/16"O.S.B.) c' c o c c c °'r 2X6 ACQ SILL PLATE - . as W o 1z APA RATED SHEATHING --- -- - --1' - - - -- - -__-_ a TERMITE SHIELD Z O P o = O I b SILL SEAL a STEEL .. GRADE PLYWOOD o COLUM (ALTERNATIVIVE.7/16"O.S.B.) I @ Y ! _ P•. EXISTIN D4• EXISTING c oc c c O' d ASTF oo F EN RTYPE: SPACING. II ----- - © - _--- --- — 2X4 DF#2a Q STUDS I1 I i IIi No.8 WOOD-SCREW BASED ANCHOR WITH 10"OC @ ! @ 18°PC WAL ' — LO 2in.EMBEDMENT LENGTH L�L w1NDowsILL ! I!, COI DAMPPRO F.• a o c co c c . D TYPICAL WINDOW OPENING j L — —----"J e 4 CONC.No 10 WOOD-SCREWS a — -- -_— — BASED ANCHOR WITH 12 OC PANEL SPAN EQUAL OR SMALLER - -2 tin.EMBEDMENT LENGTH � THAN 4 FEET 1/4in.dia.LAGSCREW e D- 16X8 FTG D BASED ANCHOR WITH 16"OC @ .I @ 2'X2'Xl' 1 tin.EMBEDMENT LENGTH _. __ . .__—__._ (2)#4 REBAR FTG. FA TYPICAL DOOR OPENING STEfJER TYPE: SPACING: CROSS SECTION C MULTIPLE PLYWOOD ASSEMBLIES PANEL SPAN GREATER THAN 4 FEET 2-2X4 DF#2 STUDS CONNECTED No.3WOOD-SCREW AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL BAS=D ANCHOR WITH 8"oc 1 - --- �� _ 11 ORGALVINIZEDBOLTSW/WASHERS BAS__DANCHOR LENGTH SCALE: 1/4 — 1 -0 THAN 6 FEET AND NUTS @ 2'-0"O.C. I No.10 WOOD-SCREWS ED TYPICAL MULTIPLE OPENINGS BACn EMBEDMENT LITH ENGTH 911°C PANEL SPAN GREATER THAN 6 FEET AND EQUAL OR SMALLER BASE•dia.LAGSCREW AS:D ANCHOR WITH 16"OC THAN 8 FEET 2in.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL _PANEL AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. uj -- - - - -1-3/4X11-7/8 ML RIDGE -- - -- W WW n Z 2X10 RR @16"O J (0 004 \ - LA i < 00 LO (2)2X10 GIRDER 2X8 CJ @16"OC " V z co 01 O � U) a- 0 IJ_ w c� .■c \ 3/4"SUBFLOORJILL Nh� - - -�` 11-7/8TJ1560 FJ @16"OC 411 • � .Gly � a f. D D• - a, a: 8"PC WALL .4t DAMPPROOF D RAW N BY: IF 01 s 00 4"CONC.SLAB '' 7/28/2019 16"X8"FTG SCALE: SEE PLAN (2)#4 REBAR CROSS SECTION D SCALE: 1/4" = 1'-0" SHEET N O WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER WALL STUD •� ENDWALL CRIPPLE STUD 0 BOTTOM PLATE - o RIDGE LEDGER BATHTUB HEADER - \ \ DOUBLE JOIST UJ SIDEWALL RAFTER JACK STUDS FLOOF USP NUMBE IDESCRIPTIC N APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERSLu ANCHOR TO FOUNDATION W/ANCHOR BOLTS i _ BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBE DESCRIPTION APPLICATION ILOCATIONUSP NUMBE DESCRIPTION APPLICATION RAFTER SI HSP NUMBER DESCRIPTIONAPPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR O HOLD DOW BOTH BOT.PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2 JOISTS. UNDER WALL. W 0 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR.CONNECT THROU H ALL OPENINGS LSTA12 1-1/4"x12'20ga. STRAP APPLY TO EACH JACK STUDROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RA ITER 2x6-2x8 LS26 18ga.SLOPE HANG PLY TO EACH RAFTER/LEDG R FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE ♦A '' THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENIN SRT3 OR R TYDOWN ANCHOR APPLY TO EACH CRIPPLE STJD 2X10 LS210 18ga.SLOPE HANG PLY TO EACH RAFTER/LEDGER BLOCKING @24-OC ui WALL STUD o W THROUGH-ROOF EXHAUST \ \ VENTS SELECTED AND \ LOCATED BY CONTRACTOR METAL STRAP - - --- CRICKET AT TOP-SIDE OF \ VENTILATION CHANNEL 0 m RIM BOARD CHIMNEY AS REQUIRED O U RAFTER 9 U) SILL PLATES WALL SHEATHING RAFTERS \ MAINTAIN \. VENTILATION SIDEWALL FLASHING \ WOOD JOIST Ln FOUNDATION TOP PLATEBLOCKING M - - - - - FINISH WALL AND MOISTURE \ 2x4 LEDGER BLOCKING 0 M STAPPING TO BE ATTACHED TO WALL STUDS((�� "OC \ BARRIER TO LAP FLASHING - 2x4 SOFFIT JOIST Q AND ALL WINDOW/DOOR OPENING JACK STUDS@4848- � AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST'DEP P NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKIN WALL STUD NOT LESS THAN 1/150 OF THE AREA OF -+-GUTTER / THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0"O.0 SHALL BE COVERED WITH CORROSION- I �— -CONTIN.SCREENED VEN 4'-8- LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH J ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. LCONTIN.SOFFIT/EXT.PLYWOOD INSTALL 4'0"O.0 FLASHING TO FORM CHANN L LOCATION USP NUMBE DESCRIPTION APPLICATIO SOFFITED EAVE \ AND SO AS TO MAINTAIN AIR 8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUD \ -i GAP TO PREVENT CAPILLAR 4"-6"RAFTER RT10 10-3/4"x 18 a.TYDOWN ANCHO CONNECT T • ON ALL OPENIN S \ ACTION g EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.0 CONNECTTO ROOF VENTILATION/ OVER BEARING WALLS AND HEADERS 14"-16' LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUD 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHO SOFFITED EAVE DETAIL 9 EACH RAFTER ON ALL OPENINGiS KEEP ROOFING NAILS OUT 2ND. FLOOR WALL / ` OF FLASHINGROOFING LAPS — �► FLASHING 4 NCHESE \ RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN.4 INCHES THROUGH VENT -- \ WOOD JOIST / \ TOP PLATE \ GIRDER/HEADER -fl SIDE WALL FLASHING WOOD JOIST 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48 "OC AND ALL WINDOW/DOOR OPENING JACKS UDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD ' FLOOR J013T DEP'WP NUMBER DESCRIPTION APPLICATION AND RAKES--PROVIDE HEMMED EDGES SOAS 00RM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0"O.0 PREVENT CAPILLARY R ACTION I �\ 4"-8" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUD LOCATION USP—NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENIN SCONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TOAIR PASSAGE IF ABLE,SET FIR JOISTS APROX. 1/2"HIGHER THAN LVL HEADERS INSTALL 4'0"O.0 RAFTER TO PLATE _ __ __ CONFORM TO SLOPE 8"-16" MSTA48 1-1/4"x48"16ga. STRAP AND JACK STUD PLATE/WALL SPTH4 STUD PLATE ANCH CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE.&REDUCE BUMP OUTS ■ ON ALL OPENINGS PLATES TO EACH STYD / - w DBL.SILL PLATE ■ TERMITE SHIELD O SILL GASKET _ WOODJOISTS I OISTS - O ■, TYP.CONC. FOUNDATION n CO SLAB NEOPRENE 2x6/2x8 z DAMPPROOF EXTERIOR 6 MIL.C.POLY J v GASKET ' BOLTED TO CONTINUOUS WOOD M WITH LATE _ 6MIL POLY ON EXTERIOR GRANULAR FILL \ /� �.■■� v ^ /` STEEL COLUMN _ \ 1/2"DIA. BOLTS @ 48"o.c.STAG. "IIS z (4 z Lo V CONC.SLAB /�Y r ° ^'� - o \ c ANCHOR BOLT EMBEDM NT: ROOF JACK I ,�� STEEL BEAM W � N � 1 C n POURED CONCRETE: i � W " 4"x 1/4"x 8"STEEL O O COMPACT FILL a ,Q.� BLOCK WALL: 15 KEYWAY FOOTING , / D ROOFING LAPS TOP AND BOTTOM PLATE co v n ° a ° �� Q Z d FLASHING AT o '� C CONC.FTG. o o G o USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2"GROUT WITH 1/2"x 6"ANCHOR BOLT O t=� F- USE ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) 0 r 4 REINFORCING BAR 3"STEEL COLUMN v �^ O p"o FOUNDATION 5/8"DIA.ANCHOR BOLT ■ DRAIN TILE ►\ -- ANCHOR BOLT CONNECTION SUPP_ORTINMAXIMUM_ SPACING FLASHING LAPS (10 KIPS) cl: O (� SILL PLATE TO FOUNDATION 1 STORY 72"OC ROOFING AT BOTTOM W CRAWL SPACE OR FOUNDATION SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL LL TYPICAL CONC. FOUNDATION.APPLY PILASTERS 2 STORIES 36"OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC. FTG. __(CRAWL SPACE OR FOUNDATION) _ STEEL/BOTTOM BEARING -�t WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC f ori ' SLAB-ON-GRADE n ® ��L:r`rA \ ROOF JACKS&VENTS DETAIL SUBFLOOR CONC.SLAB / r DOOR FRAME (n �'�; 6X6 10/10 WWM GARAGE JOIST COMPACT FILL DOOR 00 USE 2X8 STEEL BEAM w FOR BLOCKOUT 4"SLAB _ O�"" W/6X6 WMM v SLOPE �" P.T.PLATE �/ co 4" ' 112"AIR SFACE < i 0 � �� ° p , DRIVEWAY ---® NOTCH JOIST AND ADJUST HEIGHT WITH A NAILING PLATE IF NEEDED AT END AND '7 1/2" ° APROX. "OR HIGHER 1�) IDES OF WOOD o , ° ° ° �-° ' ' STEEL BEAM TO ALLOW FOR SHRINKAGE DRAWN BY. JF GRADE _ - �. c ^ BEAMS _I-`� o ° o o ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) ° .l-- I -11 -11 I _ i_ 12" F o ,D G 6X6 W.W.M. �, o \ —'� o o o II=1�I1-1If—III--= 7/28/2019 MIN. . \'A A �` NOTCH BEAM FOR MUDSILL IF REQUIRED-MAXIMUM -�I I- SUBFLOOR _ —III-1 n � , REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM �I II a , ° _ JOIST REINFORCING BAR p o o ,p � 11=I I DRAIN TILE I. -►-I o° o��_ SHEET METAL/30#FELT UNDER BEAM AT POINT I� ' _ a L�'A �° ° �° ° !�I�I SCALE: SEE PLAN STEEL BEAM 12 a o��\ OF CONTACT WITH CONCRETE OR CONC.BLOCK �! �_ ,� _� �_( �_� �_ 3" __-_ PLATE(BOLTED TO BEAM) TYPICAL CONC.MONOLITHIC FOUNDATION. REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. Al \ SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2)#4 REINFORCING BARS. SHEET 3 MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT N O. BEAM POCKET cr) WIND FRAMING NOTES NAILING SCHEDUL PLAN CONTENTS: GENERAL NOTES1). 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 4. NAIL NAIL RESIDENTIAL DWELLING JOINT DESCRIPTIO NOTES BUILDING USE When a collar tie is used in leu of a ridge strap, the number of 10d common nails requir A QTY. SPACING - -- BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the str p. RAFTER TO 8'WALL: 3-8d COMMO EACH TOE-NAI 1). The information within this set of construction documents is related to basic desi rte-)- RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL: 4-8d COMMO RAFTER CEILING JOIST 8'WALL: 3-8d COMMO EACH 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 TO TOP PLATE 10'WALL: 4-8d COMMO JOIST TOE-NAI - for generally accepted good building practice and compliance with current New Yor accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafter 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 RAFTE WFCM-SBC LAP _ NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAP AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 . The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: 2mUJ eets current federal, state, county and local codes, ordinances and regulations, eta. Wall studs above and studs below a floor level shall be attached with uplift connections i COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, t e TO RAFTER WFCM -SBC END NAIL ATTICS w/o STORAGE 1 10 !ee 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 connector in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS LIVE LOADS PSF ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD te 2- 16d COMMON EACH END ( ) ROOMS (OTHER THAN SLEEPING) 40 LU (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 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL 40 W O 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 he JOINT DESCRIPTION NOTES GAURDRAILS (ANY DIRECTION 200 ® >- q q QTY. SPACING precautions and programs in connection with the work. There are no warranties for bottom plate, 3 inch square washes shall be used with the anchor bolts.Anchor bolt - - EXPOSURE CATAGORY (DESIGNED FOR CAT. C) spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL --- specific use expressed or implied in the use of these plans. P 9 P TOP PLATE 2- 16d COMMON FOOT SEE NOTE: 1 UJ anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 0 W 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4 - 16d COMMON JOINTS FACE (ROOF- FOUNDATION DETAIL PAGE & GENE_ RAL NOTE PAGE Z --- �' _ INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces me t95)• TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO � 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 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 ext rior 2 - 16d COMMON _ _ ULE ' p pP STUD O.C. NAIL attached with 8d common nails at 6" o.c. at the panel edges and 12"o.c. in the field, an - - Sym.: co HEADER TO 16"O.C. FACE FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. O V 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c. at pane 16d COMMON SMOKE & CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. such as bookcases, shelving, pantry, closets,trims, etc. edges and 10"o.c. in the field shall be in accordance with the length requirements spec fled HEADER ALONG EDGE NAIL ------ -- - - CO in table 3.15a-b. TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUDEND 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 M 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: 0M FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appro riate FLOOR JOIST, BAND JOIS � - 16dCOMMON' PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Q ength adjustment factors in table 3.16. FOOT SEE NOTE: 1,END OR BLOCKING CC 1).. The General Contractor and Mason to review plans, elevations, details and note o GROUND WIND SEISMIC FRGS WINTERICESHIELD G determine intended heights of finished floor(s)above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN FLOOD Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased whe NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2).All footings to rest on undisturbed (virgin)soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION Qom. SPACIN NOTES MODERAT SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERAT i 11 YES - 3)„ Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. ) SILL,TOP PLATE OR GIRD R4 -8d COMMO JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND` 8 . CONNECTIONS AROUND EXTERIOR WALL OPENINGS: W D LOADS: Header and/or girder connections shall be attached with uplift connections in accordant 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 tab l 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 2-8d COMMO 4' PERIMETER EDGE ZONE 8d COMMON 6" O. . 8d COMMON 6" O.C. SEE NOTES: 1,3 9 CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL @ _ @ _ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slat s ) BLOCKING TO: EACH TOE SEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched an SILL OR TOP PLATE 3- 16d COMMO BLOCK NAIL INTERIOR ZONE 8d COMMON @ 6 O. 8d COMMON @ 12 O.C. NOTE:2 FOR PANEL FIELD anchored on top of the beam or slope connectors shall be attached to each rafter-to-rid e 6 maximum lifts (layers). GABLE ENDWALL RAKE AND RAKE TRU �d COMMON 4"O. 8d COMMON 4" 6). Crawls aces to be provided with a minimum 18"x24"access opening. Install on along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP 3- 16d COMMO EACH FACE @ @ O.C. SEE NOTES: 1,3 P P P 9 attached with the above requirements. TO BEAM JOIST NAIL NOTES 8x16 cast iron foundation vent for every 150 sq. ft. of area. - JOIST ON LEDGER PER TOE 7 . Dam roof exterior of foundation with bituminous coatin as ersectionR4o6o DECK AND COVERED PORCH NOTES: 3 -Pd �COMMO --- pp g P TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END 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 COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 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 washers and nuts. 2- 16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: FRAMING NOTES " g 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2 dia x 7 long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1:1.All framing techniques and methods as prescriptive design of 2006 SBC High W nd3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION AIL 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. STRUCTURAL PANE 8d AS PER TABLE 3. 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 S H EATH I N G: SHEATHING LOCATIO NAIL SPACING NAIL SPACING AT INTERMEDIA E 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 FIEL otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTIO QTY SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) ��ere needed. I 4' EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. NOTE: 2 FOR PANEL FIELD ■ 4). Unless otherwise noted all bearingwall headers to be 2 2x10#2 + BTR. Doug. Fir. GYPSUM 7 O.C. EDG W ' O WALLBOARD 5d COOLERS10" O.C . FI EL INTERIOR ZONE 8d COMMON @ 6" O.q. 8d COMMON @ 12"O.C. SEE NOTE: 3 Bearing wall headers to have (2)jack studs and (2)full length studs on each side ofa�) Concrete piers shall be a minimum 6"above grade. - openings. LVL headers to have (3)jack studs and (2)full length studs on each side of WALL SHEATHING: W openings. Bearing wall window sills shall also have (2)window sill plates for 2x4 wal 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchor d NOTES ■. z Openings between 4"1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide16egirder(s). JOINT DESCRIPTIO NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. ■ and blocking where applicable. QTY. SPACING •�� z 8). Covered Roofs shall be assembled and anchored the same manner as a typical buil ing. STRUCTURAL AS PER TABLE 3. 1). For wall sheathingwithin 4 feet of the corners, the 4 foot edge zone attachment requirements shall 4- z I- - 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMO WFCM -SBC be used. g q WC0 Q N anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMO 3"O.C. EDGE J x J l 6). Double up floor joists under walls that run parallel to the floor joist and under bat tub�.All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 1 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Q O O (.fl Floors to have ceramic tile installed shall be verified for proper load capacity unless oRo®dtruction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. z m = on plans. WALLBOARD 5d COOLER 10" O.C . FIELD P Veri septic stem with the Engineer for Suffolk County Health Department a rova . 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 0 7). Provide 2- 1-3/4"thick microlams ( height to match floor joists)around stairwell nAr fy P y g ty p pp FLOOR SHEATHING: other access openings unless otherwise noted (typical). - ■ ■� O O M 3). If wall studs, plates or joists are cut out during installation for any plumbing related w rk, NAIL NAIL 1). PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. provide adequate bracing and plates to protect and secure the structure. Vers with the JOINT DESCRIPTION QTY SPACING 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. W $). Dormers running up roof rafters are to be supported by double rafters on either s de q g p p ty W where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing_ per itted. STRUCTURAL PANEL 6" O.C. EDGE3). INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. LL 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joss s 1" OR LESS HVAC SYSTEM NOTES d COMMO 12 O.C. FIELD Section R602.8 - FIREBLOCKING REQUIRED O -- - under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and sa ety NOTES: Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. requirements. Fireblockin shall beprovided 10). Provide insulation baffles at eave vents between rafters. Install draft blocking a THESE NOTES ARE ONLY TO BE REFERRED TO IF g in wood-frame construction in the following locations. needed. MENTIONED IN SCHEDULE NOTES ONLY. 2). HVAC subcontractor is to fully coordinate all system data and requirements with they equipment supplier. 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor �/'� 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2"thick, 4-ply rr 1). Nailing requirements are based on wall sheathing levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 + 0 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 Gene al nailed 6 on-center at the panel edge. If wall sheathing feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 0 -_;1 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. 1:?). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood sub oor shear capacities, nailing requirements for structural adhered with PL400 adhesive and screwed to floor joists. Finished floor to be instal ed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, over subfloor as per manufacture's instructions. 1 such as shear plates, shall be used to maintain load path. drop ceilings and cove ceilings. 1).All electrical to be installed as per N.Y.S. Residential Construction Code. DRAWN BY: IF 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage wall 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 ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building).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. to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tot - 16d nail per foot. 7�28�2019 3).All electrical work to comply with 2014 NEC. 4).At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of 14).All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier r SOIL COMPACTION: flame and products of combustion. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EP M1) Install Smoke detectors and Carbon Monoxide detectors throughout as per section R 14 p SCALE: SEE PLAN torch down type material over. and R315 of IRC. 1). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRA TRFor the fireblocking of chimneys and fireplaces, refer to Section R1001.16. N.Y.S. Residential Code. TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. �'J 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. �'QSHEET N O 2). COMPACTION OF NEW FILL SHALL BEAT LEAST 95% PRO OTE: DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT TCONTRACTOR TO PROVIDE SOIL TEST TO VERIFY SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL TESTED BYA PROFFESSIONAL AGENCY FOR COMPACTIO�-EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. r� _------ �� R FL UJ - " 'PLY WITH ALL COMES OF N-yU YC;RK STATE & TOWN CODES GC��E AS HILOUIRED AND CONDITIONS OF — ni i��rn�nTnurei�n Qnru 1�T 14 1L �D N — J ii■ SOUTHOLD TONIN TRUSTEES W o '. t `'1 l ,bpLL i T co Z O V M I- - ;"T7FlCAT10N M F_ Lr'=:�D COQ-0-ENT BEFORE a ��•`a=-�`=ICATEOFOCCUPANCY SOUTH E L E VAT I O N ',),'_DER USED liV TF_R SCALE: 1/4" = 1'-0" ,: , '. `r`.'i` SYSTEM C:'1 10 OF 1% Lr AD. V PLUMBING ALL PLUMBING WASTE &WATER LINES NEED ' TESTING BEFORE COVERING �1 r ■ ■ ry W W -- ■'` z (D z (o Z Lo Q) W C-0 0N >< _j U.) 0 0 C.0 Uzm _ r f Ll cn 0 cy) � W � o � LL O Dov NEvy j._, lCC DRAWN BY: JF 7/28/2019 SCALE: SEE PLAN EAST ELEVATION - SCALE: 3/8" = V-0" SHEET NO: cl) 0 ui LLJ LIJ W 0 ♦^ Z O V M I- Q NORTH ELEVATION SCALE. 3/8 - 1 -0 w CL W W .. Z_ (D -�-+ Z T- Lr) - - L1J (.0oN QxO � (� Z -F 0 Fn 0 Z) LLL o 20 w c/) LL ..c CLC� �h (D U) r�• "y DRAWN BY: JF 7/28/2019 SCALE: SEE PLAN SHEET NO: WEST E LE:VATI 0 N SCALE: 3/8" = V-0 0 0 d-8 0 uj STAIRWELL PROVIDE FLOOR DRAIN CONNECT TO DRYWELL (4)#5 RODS DRILL AND O EPDXY INTO WALL c \ - c Lm t� o w LL- 0 NEW STAIRS 00' TT XI i N X8 DF#2 MN 9 ♦^ 2'X2'Xl'FTG. vI Ln VERIFY BEAM I N LOCATION IN FIELD.M"J _I L V-13"CLEARANCE LL M M Q 00I x N N� - - --- -(3)2X8 DF#2-------- J � J TJ 1560 11-7/8 @ 16"OC m M 8' PC FOUNDATION DAMPPROOFED 16"X8"FTG,(2)#4 REBAR (ADJUADJUST FOUNDATION ST FOR FINISHED FLOOR TO MATCH BEXISTING 3 � . ct W W ., z �(4)#5 RODS DRILL AND EPDXY INTO WALL 4-j 7 Z (o Z U-) MASONRY STEPS CRAWL SPACEW Cfl 0 N w A L FILL TO BE COMPACTED T BE PROVIDE 3'X2'min � J � 95 .RELATIVE DENSI Y ASTM -689. ACCESS OPENING 00 � 71 (� zm = ti o (4)#5 RODS DRILL AND � F o �1 co EPDXY INTO WA L ■ V) �J A A � W o: O � D CANTILEVER ____-____ 3 LL ----------- -- . (2)2X8 @16"OC )6 — O FOUNDATION_P LAN �\ `i113 to SCALE: 1/4" = V-0" ® 2 �_ `0• If Y y+� DRAWN BY: JF 7/28/2019 SCALE: SEE PLAN SHEET NO: 0 D 0 --------- Lu UJ /- L-Z (3)2X8 HDR (3)28 HDR O(3)2X8 HDR (3)2X8 HDR CI, `' I C 00 LLI o � luJ i o o m cRon" Lu = 2X8 CJ @16"-OC _ ----- Q W _ 2X8 CJ @16"OC I � L L M !— 00 o i is X / 1 0\ I / \ SUPPORT GIRDER IN NEW LEDGER IN MASONRY w B2X8 CJ @16"OC_, w I B / -- 00I � 3 J - o- -- 2X8 C1 @ 16"OC00 --- - - - N X / m \ m I POST / (3)2X8 HDR 2X8 HDR (TYP) / -- -- - - - W ■ 0 ui N 2X8_CJ @16"OC_ N z ■ LL J j W W elf (2)2X10 GIRDER X8 HDR w W M - i\ CJ 3 w 2X8 Lu (D Z 1^ N A m, A W co o N D 00 X X � Lo N \ \ Q M M 3 O O (o (� ZLL OD = ti W (n FLOOR PLAN SCALE: 1/4" = 1'-0" (Db DRAWN BY: IF 7/28/2019 SCALE: SEE PLAN SHEET NO: 0 0.0067' son ui L) z uj ® W 0 UJ p Wz 2X10 RR @16"OC 0 ♦�♦ O U V♦ L 0 M 1— Q 12 Lu � 4 o 00 x m CHIMNEY 12 4 0 1�\ °x° N \ 2X10 RR @16'_OC -_ 2X10 RIDGE 12 O �L X, N �� ■ LL 9!!FL '. ,y P� � W g iOlyT �� W F 2X10 RR @16"OC 00 z■� L 12 X 4i' ■ C� z d- m T� Q� J (.C) pcJ Q00 (.0 („) zm = ti 0 �' �.•• 2X10 R @16"OC ■ U� � OM LJL wa. U) � LL O F 11IF Vl �9 9 ROOF PLAN - SCALE: 1/4 = 1 -0 DRAWN BY: JF 7/28/2019 SCALE: SEE PLAN SHEET NO: co E—� F-------1 0 F-M!" .00 12 SISITER 11-7/8 LVL TO ® ®®® ®® ® EACH EXISTING RR @16"OC. LuBLOCK WALL UP ADD 2X8 COLLAR TIE TO SPLICE RRs TO RAFTER EP�E�1R5 EACH RR.USE PL CONSTRUCTION (3)1-3/4x9-1/2 Ivl TO EXISTING ADHESIVE AND(4)3/8"THROUGH w/(2)3/8"STEEL 2X8 CJ @16"OC BOLTS AT EACH END OF COLLAR TIE 2X10 RR@ 3)1-3/4x9-1/2 M � EXISTING - w/(2)3/8"STEEL uj LL, BEA tl) _ LJ D WZ 1- 11 LAI �/.. i (2)2X8 DF#2 @16"OCA EXISTING 2X8 FJs 3. CANTILEVE , O U a� a� M 1_ D D. 4; EXISTING �;g EXISTIN M b� b� Da. D4. d: a: EXISTING c CROSS SECTION A SCALE: 1/4" = 1'-0" —mac - - � o 11-7/8 SADDLE � 12 Ivl RIDGE - 2X10 RIDGE � W 4��0 RR @16 OC ')(10RR C Oc ® ®® 2X8 COLLAR TIE @ EA-RR ", ® W ZX 2X RR @16"O � Z - 2X8 CJ @16"OC SISTER 11-7/8 Ivl W (b (D TO EACH rr @16"OC N dLa, —J >< (3)1-3/4X9-1/2 IV L Lo w/(2)3/8 STEEL j 7 O O co C!' — i-- 00 . ® C 3 cle) L - 0 tr� n. � w U) u- 3/4"SUBFLOOR 11-7/8TJ1560 @16"OC �� EXISTING 2X8 FJ ADJUST'FOUNDATI N — - - - °r HEIGHTFOR FINISH ° 2X6 ACQSILL PLATE FLOOR TO MATC ia b e 6 d TERMITE SHIELD EXISTIN SILL SEAL 0 I P4, EXISTING EXISTING EXISTING a w 00. ° FOUNDATION ° FOUNDATION FOUNDATI N° C 8"PC WA L '6 b.o b,o b.e E D_AMPPRO D' D• d D• d D• 4"CONC.SLAB D•0 a� y • D• D• DRAWN BY: J Dd M � 16X8 FTG p i (2)#4 REBAR 7/28/2019 D CROSS SECTION B SCALE: SEE PLAN SCALE: 1/4" = 1'-0" SHEET NO: � 0 r2" 2" 12@1G 1 r7 4 2X1 RR 6„0 O © © O OO © 2” c — c c c c �' z^ -- 1 � I . I i III I 2X8 DF#2 CJ@1.—C uj i I -- --- - ------------- !. III, II No, ENER TYPE:8w00D--SCREW SPACING: BASED ANCHOR WITH 16"OC 2in.EMBEDMENT LENGTHmmmWq - c © c cget c c C c Oi No.10 WOOD-SCREWS c,. c - —J - -- I II BASED ANCHOR V'JITH 16"OC 2in.EMBEDMENT LENGTHuj I LL d a.ANCHOR WITH BASE i ® O BASED ANCHOR WITH 16' OC 2in.EMBEDMENT LENGTH OC III O O I j I 3/4"APA PLYWOOD \- - --- 11-7 8 TJ1560 Lu 3/4 SUBFLOOR - -_ _--- - 2 2X8 -_-- -_.- (2)2X8 " SHEATHING / @16"OC - - ( ) Lu - -- - -- 1 2 APA RATED SHEATHING c C I GRADE PLYWOOD - ALTERNATIVIVE.716 O.S.B. I c c - -- ° °t ( / ) 2X6 ACQ SILL PLATE ° I ' it Pa4�•bE TERMITE SHIELD ILL SEAL GRADE PLYWOOD APA RATED STEEL O SHEATHING :7/ 6"OSB0 COLUM EXISTIN 0 m EXISTING LP O FASTENSR TYPE: SPACING: 2X4 DF#2 � .. No.8 WOOD-SCREN^J . j STUDS I h 6 h G OC O BASED ANCHOR WITH 10 OC � , 'I : Ln tin.EMBEDMENT LENGTH 8"PC WALL- In WINDOW SILL --- -- DAMPPRO E.• M TYPICAL WINDOW OPENING No.10 WOOD-SCREWS - ` D. 4 CONC.SLAB PANEL SPAN EQUAL OR SMALLER BASED ANCHOR WITH lz"oc I ! I I � _ _ __ 411 0 tin.EMBEDMENT LENGTH I I I \ ,l• THAN 4 FEET 1/4in.dia.LAGSCREw p ° BASED ANCHOR WITH 16"OC16X8 FTG P G 2in.EMBEDMENT LENGTH [mmm ' -_-- O#4 REBAR 2'X2'X1' c c c c 2FTG. TYPICAL DOOR OPENING - - - - - - --— FASTENER TYPE: SPACING: PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES CROSS SECTION C AND EQUAL OR SMALLER 2-2X4 DF#2 STUDS CONNECTED N�,.8 WOOD-SCREW TOGETHER WITH STAINLESS STEEL Q OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH 8"OC SCALE: 1/4" - 1'-0" THAN 6 FEET 2in•EMBEDMENT LENGTH AND NUTS @ 2'0"O.C. , Nc.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BFSED ANCHOR WITH 9"OC -- 2;,.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET d a. REW AND E UALOR SMALLER BPSED ANCHOR WITH 16"OC ' THAN 8 FEET 2in.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR R WOOD STRUCTURAL PANEL AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. uj 1-3/4X11-7/8 ML RIDGE w ®- w z 2X10 RR @16"OC v 7 Lo z r L Lo 1 w 66 i � J - - - I J i' (2)2X10 GIRDER ( 2X8 CJ 1P16"OC00 (�4 ir Q,t z m Cn o • Z - - cy) LLtoo- Oc0 w u) LL 111 v 3/4"-SUBFLOOR �A A 1 s J—I f 1--i—i I AA f, — c) -- 11-7/8 TJ1560 FJ @16"OC t riJJ ' a mmm D• D• 4: 4: 8"PC WALL DAMPPROOF t° DRAWN BY: JF Q: 00 7/28/20194"CONC.SLAB 16"X8"FTG SCALE: SEE PLAN (2)#4 REBAR CROSS SECTION D SCALE: 1/4" = V-0" SHEET NO: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS co 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. 0 c \O KING STUDS RAFTER WALL STUD \ - ENDWALL CRIPPLE STUD n \ BOTTOM PLATE o, RIDGE LEDGER BATHTUB - HEADER DOUBLE JOISTui uj - O. SIDEWALL RAFTER ' JACK STUDS- FLOO USP NUMBS ESCRIPTION APPLICATION Lu 1ST. ADS5 HOLD DOW CONNECT TO 1 SIDE OF ALL CORNERS 3� 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 O LOCATION USP NUMBS DESCRIPTION APPLICATION LOCATIO USP NUMBS DESCRIPTION APPLICATION 72X10 ER SI HSP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR W Q HOLD DOW BOTH BOT.PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STU ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RA TER 2x8 LS26 18ga.SLOPE HANG PLY TO EACH RAFTER/LEDG R ANCHOR PLATES OF 1ST. FLOOR.CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE � > THE FLOORS TO EACH OTHER W/THREADED OD. ALL OPENIN SZT3 OR RT TYDOWN ANCHOR APPLY TO EACH CRIPPLE STYD LS210 18ga.SLOPE HANG PLY TO EACH RAFTER/LEDG R BLOCKING @24-OC N UJ WALL STUD Q W �\ THROUGH-ROOF EXHAUST = Z \ VENTS SELECTED AND METAL STRAP LOCATED BY CONTRACTOR ., � ---- - --� - CRICKET AT TOP-SIDE OF VENTILATION CHANNEL 0 RIM BOARD CHIMNEY \ \ AS REQUIRED VV RAFTER O ♦^ SILL PLATE(S) t WALL SHEATHING RAFTERS \\ MAINTAIN VENTILATION co SIDEWALL FLASHING �� WOOD JOIST L FOUNDATION TOP PLATE \ BLOCKING M - - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING 0 M STAPPING TO BE ATTACHED TO WALL STUDS( BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST a�48"OC ` AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A f FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEP P NUMBE DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD - NOT LESS THAN 1/150 OF THE AREA OF O� GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER —0 INSTALL 4'0"O.d. \ SHALL BE COVERED WITH CORROSION- CONTIN.SCREENED VEN 4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STU --RESISTANT METAL MESH WITH MESH J �CONTIN.SOFFIT/EXT.PLYWOO ON ALL „OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. FLASHING TO FORM CHANN L LOCATION USP NUMBS DESCRIPTION APPLICATION SOFFITED EAVE \ AND SO AS TO MAINTAIN AIR 8”-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUD \ GAP TO PREVENT CAPILLAR 4"-6"RAFTER RT4o 10-3/4"x 18 a.TYDOWN ANCHOR CONNECT T ON ALL OPENINGS \ O ACTION g EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"0 C CONNECT TO ROOF VENTILATION/ OVER BEARING WALLS AND HEADERS 14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUD 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHO EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE —► / FLASHING 4 INCHES \ \ BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME \ EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING j SIDES 4 INCHES AND LAPS / NAILED TO SHEATHING SHINGLES AT BASE MIN.4 INCHES THROUGH VENT WOOD JOIST TOP PLATE \\ GIRDER/HEADER SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC \ WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEP P NUMBER DESCRIPTIONAPPLICATION AND RAKES-PROVIDE HEMMED EDGES SO RAFTERS - _ AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0"O.C. PREVENT CAPILLARY ACTION 4'-8- LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0"O.0 RAFTER TO PLATE AIR PASSAGE RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO IF ABLE,SET FIR JOISTS APROX. 1/2"HIGHER THAN LVL HEADERS 8"-16' MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUD CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE.&REDUCE BUMP OUTS ■ ON ALL OPENINGS PLATEIWAL SPTH4 STUD PLATE ANCH g C� ONNECT OVER OF ROOF PLATES TO EACH ST D -- DBL.SILL PLATE ' Q ■ TERMITE SHIELD SUBFLOOR CL W SILL GASKET - WOOD JOISTS _ O ■, ' NEOPRENE z TYP.CONC. FOUNDATION A 6 MIIL.POLC. YGASKET 2x6/2x8 CONTINUOUS WOOD PLATE ■ DAMPPROOF EXTERIOR GRANULAR FILL �' BOLTED TO STEEL BEAM WITH 6MIL POLY ON' EXTERIOR ` STEEL COLUMN 1/2"DIA. BOLTS @ 48"o.c.STAG. 7 C� Z Lo v L A �� ` � ,D ° � L ROOF JACK r p CONC.SLAB n' �n 'o - ANCHOR BOLT EMBEDMENT: j I i 1�\ STEEL BEAM (D W (b Q N �/ i '° o �'� POURED CONCRETE-7" 4"x 1/4"x 8"STEEL \ /� J Lo COMPACT FILL �7 gw BLOCK WALL: 15" o ° ° D ROOFING LAPS TOP AND BOTTOM PLATE O O KEYWAY FOOTING v a la " ° FLASHING AT WITH 1/2"x 6"ANCHOR BOLT v Z m ° n CCONC.FTG. o o C o SIDES AND TOP USE WITH 3x3 SQUARE WASHERS 1/2"GROUT O a ANCHOR BOLT CONNECTION _ • o�`��o�8�� '� ^ _ - ^ (USP LBPS58 OR BP583) REINFORCING BAR FOUNDATION 5/8"DIA.ANCHOR BOL 3"STEEL COLUMN ■ cn DRAIN TILE ANCHOR BOLT CONNECTION SUPPORTINGMAXIMUM SPACING FLASHING LAPS - (10 KIPS) LL SILL PLATE TO FOUNDATION 1 STORY 72"OC ROOFING AT BOTTOM W (CRAWL SPACE OR FOUNDATION)_ SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL LL TYPICALCONC. FOUNDATION.APPLY PILASTERS 2 STORIES 36"OC O WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC. FTG. CRAWL_SPACE OR FOUNDATION)_ _ _ STEEL/BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATIO 1-2 STORIES 57"OC ROOF JACKS&VENTS DETAIL SLAB-ON-GRADE) -- SUBFLOOR CONC.SLAB / DOOR FRAME cn C- � 6X6 10/10 WWM GARAGE JOIST , i COMPACT FILL _ DOOR j USE 2X8 STEEL BEAM \ FOR BLOCKOUT 4io i 4"SLAB P.T. PLATE /� W/6X6 WMM M SLOPE 1/2"AIR SPACE ` i < ° ° , v 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT (WITH A NAILING PLATE IF NEEDED) AT END AND s 7�1�2" '° °' TO BE APROX. 1/2"OR HIGHER THAN DRAWN BY: JF IDES OF WOOD o STEEL BEAM TO ALLOW FOR SHRINKAGE _GRADE 4 - �. BEAMS - �_ ° ° a ° ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) ' a T - < D ILII-1 I I-1 I I ° �o$�,., 6X6 W.W.M. ° S ^�\ao�, ° Do•+° D 12" -I 11=I SUBFLOOR NOTCH BEAM FOR MUDSILL IF REQUIRED MAXIMUM i= i 7/28/2019 D - NOTCH EQUALS 1/4 DEPTH OF BEAMMIN. 1REINFORCING BAR ° t REINFORCING BAR a ° {I I ° p °'n ° -1 I L JOIST I-� a oma— SCALE: SEE PLAN DRAIN TILE -� ►1 ° ��_ SHEET METAL/30#FELT UNDER BEAM AT POINT III- ' - /�'n °° ° °° ° i STEEL BEAM 12 0,��,^`3" OF CONTACT WITH CONCRETE OR CONC.BLOCK PLATE(BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2)#4 REINFORCING BAS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. '^ ^I \ SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. SHEET 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT N O. BEAM POCKET EC0 GENERAL NOT S WIND FRAMING NOTES NAILING SCHEDUL PLAN CONTENTS: ..----�� 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY NAIL OCCUPANCY CLASSIFICATION R3 RESIDENTI L 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 4. JOINT DESCRIPTIO NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails requir d IQTY. SPACIN - - 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 COMMO EACH BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: TOE-NAIL ---- --- --- TOP PLATE 10'WALL:4-8d COMMO RAFTER 1). The information within this set of construction documents is related to basic desi rP-). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMO EACH 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 TOE-NAI TO TOP PLATE 10'WALL: 4-8d COMMO JOIST - for generally accepted good building practice and compliance with current New Yo accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafter 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, 201NYS 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 LAP AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES _ OVER PARTITION WFCM -SBC LAP __ NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS UJ meets current federal, state, county and local codes, ordinances and regulations, et�. Wall studs above and studs below a floor level shall be attached with uplift connections i TO RAFTER WFCM SBC END NAIL 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, t - e 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 connector 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 W (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 LV O responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under - PANAIL 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 QTY S ACING NOTES GAURDRAILS (ANY DIRECTION) 20.0 U) > precautions and programs in connection with the work. There are no warranties for bottom plate, 3 inch square washes shall be used with the anchor bolts.Anchor bolt - EXPOSURE CATAGORY (DESIGNED FOR CAT. C) UJ specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2- 16d COMMO PER FACE NAIL -- W anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 0 W 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF- FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE < Z 4- 16d COMMON -- INTERSECTIONS EA. SIDE NAIL NAILING G S_CH_EDULE SEE__GENERAL NOTE PAGE � 6). The General Contractor is to ensure that masonry or prefabracted fireplaces me t�)• TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or Exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the ext rior STUD 2- 16d COMMO O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6 o.c. at the panel edges and 12 o.c. in the field, an Sym.: HEADER TO 16" O.C. FACE FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. Q V 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c. at pane 16d COMMON SMOKE & CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. CO such as bookcases, shelving, pantry, closets, trims, etc. edges and 10"o.c. in the field shall be in accordance with the length requirements spec fied HEADER ALONG EDGE NAIL ------ such DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION h- in table 3.15a-b. TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUDEND --- _- - _ _ L!� 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 M 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: 0 M ~ FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appro nate FLOOR JOIST, BAND JOIS � - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Q lo adjustment factors in table 3.16. FOOT SEE NOTE: 1, C END JOIST OR BLOCKIN rG 1). The General Contractor and Mason to review plans, elevations, details and note o GROUND WIND SEISMIC FRGS WINTEICESHIELD FLOOD determine intended heights of finished floor(s)above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased whe i NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACIN 20 PSF 130 B SEVERE 3 FT. MODERATESLIGHT TO 11 YES - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: _8d COMMON PER TOE TO HEAVY I MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDE& JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:Header and/or girder connections shall be attached with uplift connections in accordanc BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall TO JOIST 2-8d COMMO END NAIL SHEATHING LOCATION with table 3.5. Window sill plates shall be have steel connectors in accordance with tabl NAIL SPACING NAIL SPACING AT INTERMEDIAIE NOTES 000 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 2-8d COMMO 4' PERIMETER EDGE ZONE 8d COMMON 6" O. . 8d COMMON " 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST END NAIL @ @ 6 O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slat A. CATHEDRAL CEILING ASSEMBLY: BLOCKING TO: EACH TOE ., SEE NOTES: 1 ( BOTH FIELDS) to tie 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 an SILL OR TOP PLATE 3- 16d COMMO BLOCK NAIL INTERIOR ZONE 8d COMMON @ 6 O. . 8d COMMON @ 12 O.C. 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-rid e - 6 . Crawl spaces to be provided with a minimum 18"x24"access opening. Install on along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRU Sd COMMON @ 4"O.G. 8d COMMON @ 4"O.C. SEE NOTES: 1,3 P P p g attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8dCOMMO PER TOE 7). Dampproof exterior of foundation with bituminous coating as per section R406 o TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code.A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. BAND JOIST I PER END the below rade portion of exterior walls rior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL 9 P P 9• _ 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 washers and nuts. BAND JOIST TO: 2- 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: FRAMING NOTES into concrete with a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. ROOF S-H EATH I N G: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1).All framingtechniques and methods as prescriptive design of 2006 SBC High WindDESCRIPTION(NAIL NAIL q P P 9 9 3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT QN SPACING 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. 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. STRUCTURAL PANE 8d AS PER TABLE 3. 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 INTERMEDIA E NOTES Lij 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. Led er to be fastened to buildin with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTIO Q•nv SPACING 9 9 4' EDGE ZONE 8d COMMON @ 6" O.G. 8d COMMON @ 12"O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. GYPSUM 7" O.C. EDGENOTE: 2 FOR PANEL FIELD ■ 4). Unless otherwise noted , all bearing wall headers to be (2)2x10#2 + BTR. Doug. Fir. 5d COOLER W Bearingwall headers to have 2 jack studs and 2 full length studs on each side of1). WALLBOARD 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O.q. 8d COMMON @ 12"O.C. SEE NOTE: 3 O1 O 9 Concrete piers shall be a minimum 6 above grade.openings. LVL headers to have (3)jack studs and (2)full length studs on each side WALL SHEATHING: W openings. Bearing wall window sills shall also have (2)window sill plates for 2x4 wal 7)• All joists to be supported with hangers and anchors. Each Joist shall also be anchor d NOTES Z openings between 4'1 and 6'0 and 2x6 wall openings between 611 and 8'9. Provide %irder(s). JOINT DESCRIPTIO14 SPACING NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. (D and blocking where applicable. QTY C9 Z LO typical buil 8). Covered Roofs shall be assembled and anchored the same manner as a in STRUCTURAL AS PER TABLE 3.g• 8d COMMO 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall � z � � M � 5).All flush beams/headers to be installed with heavy duty galvinized hangers and - PANELS WFCM -SBC be used (D W (0 Q N anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE . 6d COMMO � J X -I Lid 6). Double up floor joists under walls that run parallel to the floor joist and under bat tub);.AII 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 z O O Floors to have ceramic tile installed shall be verified for proper load capacity unless �edtruction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. m = on Glans. WALLBOARD 5d COOLER 10" O.C . FIELD O Veri septic stem with the Engineer for Suffolk County Health Department a rova . FLOOR SHEATHING: 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. ) PDT- other 7). Provide 2 - 1-3/4"-thick microlams ( height to match floor joists)around stairwell nc#/br fY P Y 9 tY P PP 1t access openings unless otherwise noted (typical). 1 PROVIDE 5/8 TYPE-X SHEETROCK FIRE STOPPING AT 10 0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 3). If wall studs, plates or joists are cut out during installation for any plumbing related w rk, NAIL NAIL ) (n Q JOINT DESCRIPTION 8). Dormers running up roof rafters are to be supported by double rafters on either s deprovide 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. W (f) where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing pern itted. STRUCTURAL PANEL d HVAC SYSTEM NOTES 1" OR LESS 6" O.C. EDG 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 1 COMMO 112" O.C. FIELD 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists Section R602.8 - FIREBLOCKING REQUIRED MC: O Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) under all bearing walls. 1). Mechanical subcontractor is responsible for adhearin to all applicable codes and sa et NOTES: P g PP Y - and to form an effective fire barrier between stories, and between a top story and the roof space. requirements. a, 10). Provide insulation baffles at eave vents between rafters. Install draft blocking a THESE NOTES ARE ONLY TO BE REFERRED TO IF Fireblocking shall be provided in wood-frame construction in the following locations. � needed. MENTIONED IN SCHEDULE NOTES ONLY. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor �, r 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2"thick, 4-ply it 1). Nailing requirements are based on wall sheathing levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide finals stem 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 fireblocking in walls constructed 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. 12). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subf oor shear capacities, nailing requirements for structural adhered with PL400 adhesive and screwed to floor joists. Finished floor to be instal ed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. drop ceilings and cove ceilings. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DRAWN BY: 3F 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage wall 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 ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building).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. to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tot - 16d nail per foot7�28�2019 . 14;t.All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier r 3). All electrical work to comply with 2014 NEC. 4).At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EP M't)• Install Smoke detectors and Carbon Monoxide detectors throughout as per section R 14 SOIL COMPACTION: flame and products of combustion. SCALE: SEE PLAN torch down type material over. and R315 of IRC. 1). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRA T�RFor the fireblocking of chimneys and fireplaces, refer to Section R1001.16. N.Y.S. Residential Code. TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. 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. SHEET N O 2). COMPACTION OF NEW FILL SHALL BEAT LEAST 95% PRO � �`QOTE: DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY TESTED BY PROFFESSIONAL AGENCY FOR COMPACTIO .EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 27DDDDl4 WALL OR PARTITION TO BE REMOVED WINDOW OR DOOR TO BE REMOVED Well Pump , �--------- I EP G � I 0 �-------- IIII v_� III I III III I DEN I�; I STORAGE �I Flo I III ISI I Li allHewtlar EP I Airhandler j Above Dryer UTILITIES A/ \ Utility 1 in apH t Treatment jp I I / Washer Old Well P III / Oil Tank Pump Boiler LIVING ROOM STORAGE STORAGE (I t \ FAMILY/REC ROOM CAMARANO RESIDENCE BEDROOM KITCHEN BATHROOM 335 SOUTH DRIVE III � MATTITUCK NY I 1101 II I ' D 111 D , t I D i t O � '4t t t Mtn; AN .w . EXISTING GROUND FLOOR PLAN EXISTING BASEMENT FLOOR PLAN 1 Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" M U LLMAN SEIDMAN ARCHITECTS 110 WEST 40TH STREET, # 2401 NEW YORK , NY 10018 TEL 212 . 43 1 . 0770 Drawing Title DEMOLITION PLAN Drawing By Chk By: DM N Scale: As noted Date: 12.1 1.19 Am 00.00 Proj. No: 1912 D NEW WALLS OR PARTITIONS _ ONE-STORY ADDITION WINDOW MODEL NO. W1 244GW6036 W2 244GW5036 W3 244GW3036 W3 W3 --- ---------- W2— I ( I II I I I I W1 Im MASTER BATHROOM I I \ --- MASTER BEDROOMaj UP GUEST BEDROOM#1 -- HALLL-F \\\\ I \\ ------------------------------------- -----------------r-.------_-__--------- I I I I I I I I I I I I I I I I I I III II I HALL 4 I I I I I I P-108 ' I I I I I I II I I II I U I I � 1 W/D _ I W1 - m I I m I I QUEST BEDROOM#2 I I I . - FOYER 3 P-108 I I ----- --- -- — _ KITCHEN .LIVING ROOM W2 ' I \ UP I , l _J) \ \ \ CAMARANO RESIDENCE COVERED W2 I DINING ROOM � \\ i 335 SOUTH DRIVE ENTRY PORCH I I I i I 2 MATTITUCK, NY 11101' II P-107 W1 I1 , 1 I i P-107 I , I I PANTRY I ' I �p ML L--� i i Q��oLC- I I cc, N' L--------------- ----------------------------------- PROPOSED GROUND FLOOR PLAN M U LLMAN SEIDMAN ARCHITECTS 110 WEST 40TH STREET, #2401 NEW YORK, NY 10018 TEL 212 . 431 . 0770 Drawing Title PROPOSED FLOOR PLAN Drawing By Chk By: DM N Scale: As noted Date: 12.1 1.19 A- 1 ®2.®® Proj. No: 1912 NEW WALLS OR PARTITIONS C= ONE-STORY ADDITION 25'-10" 10'-5" r ----------------------------------------------------------- 6'-0" 13'-1" 8'-4" I I I I I I I I � I I I _ m I N MASTER MASTER BEDROOM i o BATHROOM I r I co I _ I r I M I I / UP I \ HALL \ �� GUEST BEDROOM#1 \ \\\ 4'-10" \\ 13'-10" vI ---------------------- -I ------------------------------------ I - -----------------r,------------------- - I HALL I " I I If - GUEST BEDROOM#2 �W/D I w I m +/-20'-4" m V.I.F " I I " I FOYER " I 13'-5" 5'-8" 4'-8" 4'-6" T-5" 4'-9 c I i IN I L I----------- --- ------- -- 10'-9" KITCHEN LIVING ROOM I ' UP i \ 0, r\ \ CAMARANO RESIDENCE COVERED I 0*0 ENTRY PORCH I co DINING ROOM o i i 335 SOUTH DRIVE MATTITUCK, NY I 1101 6'-10" I ' I I ' 2'-2" PANTRY l o G D A& C �U<< yip. - 8'-8" i i i'.jco o �� N - - — - s' r L--------------------------------�-------------------------------- 0 8'6 38-10' F JF 'N11�z� PROPOSED GROUND FLOOR PLAN M U LLMAN SEIDMAN ARCHITECTS 110 WEST 40TH STREET, # 2401 NEW YORK , NY 10018 TEL 212 . 43 1 . 0770 Drawing Title PROPOSED FLOOR PLAN DIMENSIONS Drawing By Chk By: DM N Scale: As noted Date: 12.1 1.19 A- 1 03.00 Proj. No: 1912 0 NEW WALLS OR PARTITIONS 0 PATH CONTINUED FROM PATIO TOWARDS DRIVEWAY WINDOW MODEL NO. W4 244GW4020 -' -- ------------------------------- " UP W4 . . . . . . . . . . . . . . . . . . . . . . WATER PUMP ` PATIO ABOVE STAIRS ` OPEN BASEMENT! �. STORAGE 4 P-108 UTILITIES 3 P-108 W4 � I I \� I EXISTING FAMILY I REC ROOM \ CAMARANO RESIDENCE L------------- BATHROOM I \ I 335 SOUTH DRIVE MATTITUCK, NY I 1101 2 P-107 I I 1 P-107 C� AkC MULi Uj c C: PROPOSED BASEMENT PLAN Scale: 1/4" = 1'-0" M U LLMAN SEIDMAN ARCHITECTS 110 WEST 40TH STREET, # 2401 NEWYORK , NY 10018 TEL 212 . 43 1 . 0770 Drawing Title BASEMENT FLOOR PLAN Drawing By Chk By: DM N Scale: As noted Date: 12.1 1.19 A- 104e00 Proj. No: 1912 I I I ILI 1 � I I 1H-i LLL -----------------------------------------------------------------------------------------------------•--------------- " ' ------------------------------------------------•-------------GROUND FLOOR LEVEL- ------ ----•---_-•------------------------•----------------•-------------------------....--------__--_......... ---------------•---- ---- ---- ----------------- ----- ----- - ------------------------------------------_-------------------------------GROUND LEVEL 26- ----- ----------------------------------------------------------------------------- DRIVEWAY LEVE_L - ---- --------------------------------------•-------------------------•-------------------•_--------•----------------------------------------------------------------------------•------------ ------- --- BASEMENT LEVEL SOUTH ELEVATION U Scale: 1/4" = 1'-0" CAMARANO RESIDENCE 335 SOUTH DRIVE MATTITUCK, NY I I I I —7 A& E—> - G ------------- R :� -- ..............-------------------------------------------------- ----------------------------------- -------- --- GROUND FLOOR LEVEL 29.25' -------------------------------�•-----------------------------------------------------------------_ GROUND LEVEL 26' --------------------------------------------------------------------------------------------------------------------------------------------------- ---------------- --------- ---- --------- --------- -------------------------------------- --------------------------------------------------------------------------------------------------------------------------- M U LLMAN DRIVEWAY LEVEL SEIDMAN ------------------------------------------------------------------------------------------ BASEMENT LEVEL A---------------------------------------------------------------------------- ARCHITECTS 110 WEST 40TH STREET, # 2401 NEW YORK , NY 10018 TEL 212 . 43 1 . 0770 Drawing Title 2 EAST ELEVATION SOUTH Scale: 1/4" = 1'-0" EAST ELEVATION Drawing By Chk By: DM Scale: As noted Date: 12.1 1.19 A- 1 0500 Proj. No: 1912 --------------------------------------------------------------• ----------•--- ---------------------------------------------------------G ROUND FLOOR LEVEL_29_25: -- - ... .\� -- --- - -------- -- ---------------------- GROUND LEVEL 26' ------•-------------------------------------------------------- -------------------------. . \ / -------�--------�-- ------ - --------------------------DRIVEWAY LEVEL -------------------------------.,.._..--------------------------- - ----- - ----------.._..--------------------------------------- --------- ----------------------------------------------------------------------------------------BASEMENT LEVEL" 6:25' NORTH ELEVATION Scale: 1/4" = 1'-0" CAMARANO RESIDENCE 335 SOUTH DRIVE MATTITUCK, NY I 1101 �r -- -- ----- ----- ---________________________________-_____________ _________________ _-� / _______ ---- ----- ---_--•- • GROUND FLOOR LEVEL_29.25' �•. �'� 1 -------------------------------.._---•--------------------------------------- ------------ --- --- --- - - _ - ------------ ------------------------------------•-•-----------------• - v p18��U� ----------------•------------------------------------------------------------------ - --------------------------------------------•------------------------------•-----------GROUND LEVEL --- ------------------------- ----------------------- ------ - ------------------- MULLMAN -;---------------- SEIDMAN ---•----------------------------•---------------------------------------------------------------rr-----___-___-__-____ -------------------------------------------------------------------.--.------------------ DRIVEWAY LEVEL ___________ �i $' ARCHITECTS --------------- BASEMENT LEVEL 0-261 110 WEST 40TH STREET, # 2401 NEW YORK, NY 10018 TEL 212 . 431 . 0770 Drawing Title 2 WEST ELEVATION NORTH & WEST ELEVATION Scale: 1/4" = V-0," Drawing By Chk By: DM Scale: As noted Date: 12.1 1.19 A- 106.00 Proj. No: 1912 Y DINING ROOM PANTRY LIVING ROOM GROUND FLOOR LEVEL 29.25' • - - ...... - - - - - - - - - - - - GROUND LEVEL 24' --- - ---------------- - -- ------------------------- -- ------------------------ ---------- ---------- ----•------------------------ •--•----•------------••---------... ........................................................DRIVEWAY LEVEL .81 --------------------------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------BASEMENT LEVEL SECTION 01 Scale: 1/4" = V-0" CAMARANO RESIDENCE 335 SOUTH DRIVE MATTITUCK, NY I 1101 GUEST BEDROOM#2 GUEST BEDROOM#1 MASTER BATHROOM GROUND FLOOR LEVEL 29.25' ----------------------------------------------------------------------------------------------------------------------- -- - - ------------------------------------------------------------------------------------------------------------- --------------- - I F--------------- I r------- --- AkC --------------- '"�RG p -------------------------------------------------------------------------------------------- --------------------------------------------------------•--------------•----------------------------------------------------------------- --------------------------------------------------------------•---------------------------------------------- 1q•• GROUND LEVEL 24' Q) DRIVEWAY LEVEL -------------------------------------------------------------------------------------------------------------------------- -- ------------------------------------------------------------------------------------------------------------------------------------------ - ------•---------------------------------------------------------------------------------- -��-$, BASEMENT-LEVEL MULLMAN SECTION 02 SEIDMAN 2ale: Sc1/4" = V-0" ARCHITECTS 110 WEST 40TH STREET, # 2401 NEW YORK, NY 10018 TEL 21 2 . 43 1 . 0770 Drawing Title SECTION I Drawing By Chk By: DM Scale: As noted Date: 12.1 1.19 A- 107900 Proj. No: 1912 2X10 RR WITH 2" BLOWN INSULATION (R19.5)WITH 8 1/4"BATT INSULATION (R30) ALL NEW EXTERIOR WALLS TO HAVE 2X6 STUDS WITH 3 1/2" BATT <-- INSULATION (R11)AND 1" BLOWN INSULATION (R13) 2X8 FLOOR JOISTS WITH 6 1/4" BATT INSULATION (R19) LAUNDRY GUEST BEDROOM#2 BATH FOYER ROOM HALL BATHROOM KITCHEN LIVING ROOM ROOM ----------------------------------------------------------------------GROUND FLOOR LEVEL 29.25' ----- -- --------------------------------- ----- - - ---- - ---- - -----7/--- --�- ---- ----------------------------- - --------------- -------- ---------------- ---------------------------- --------------------------- - -------------------------------------------------------------•-------------------•---------------------- ALL NEW EXTERIOR / \ BASEMENT WALLS TO / \ HAVE 5/8"GYP BOARD / \ WALLS WITH 2"CLOSED GROUND LEVEL 24' CELL INSULATION (R6.5) \ / DRIVEWAY LEVEL BASEMENT L --------------------------------------------------------------------------------------------------�EVEL� SECTION 03 Scale: 1/4" = 1'-0" 2X10 RR WITH 2" BLOWN INSULATION (R19.5)WITH 8 1/4" BATT INSULATION (R30) CAMARANO RESIDENCE 335 SOUTH DRIVE MATTITUCK, NY 11 101 ALL NEW EXTERIOR WALLS TO HAVE 2X6 STUDS WITH 3 1/2" BATT INSULATION (R11) AND 1" BLOWN INSULATION (R13) 2X0OR JOISTS I 6 11/4" BATT �;\o rnU� W TH \ R" AR INSULATION (R19) GUEST BEDROOM#2 HALL HALL LIVING ROOM n GROUND FLOOR LEVEL 29.25' -------- -------------------------------------------------------------------------------------------------- ----- z .fix k / \ o oig0�. .yO ------- - ---- -----.............---- �---- --- ----------------•------------ - -•------------------------------------------- -------- ------------------•------------------------------------------------------------------------------ - -------------------•------------------------------------------------------------------------------------ ALL NEW EXTERIOR / \ BASEMENT WALLS TO HAVE 5/8" GYP BOARD WALLS WITH 2"CLOSED GROUND LEVEL 24' CELL INSULATION (R6.5) M U LLMAN -----� / ----------------------------------------- --- --•------------------------------------------------------•---------------------------DRIVEW------VEL SEIDMAN -------- -- --------------••.-.••-•• r-•- -..----.-•- .....•......-....-...••••...••• •-• ••.....•.....-.......---•-•--•----------------- --.-•.--•• ...•...•.....-------•--....-----••-•--••------..-.......-. '21:$' BASEMENT LEVEL ARCHITECTS -------- --------------------------------------------------------------------------------------------------20-��i 110 WEST 40TH STREET, # 2401 NEW YORK, NY 10018 TEL 21 2 . 43 1 . 0770 SECTION 04 Drawing Title SECTION 11 Drawing By Chk By: DM Scale: As noted Date: 12.1 1.19 A- 1 08.00 Proj. No: 1912 ROOF ONE-STORY ADDITION _ COVERED PORCH -o z r Z �03 GZ 1Q 2,5 e o 5 0 4�fi 2 5.1 ? X22.1 X20.5 ------------------ -- �4 X13,2 TOP OF BANK T/D,4L ---------- -- X 16, 9_ FACE o ETL 4N� Bo - ----------- _ X1, --_ - w,grER BURK1-IE.4DUND,gR1- E $ 8 j 6,5 \ EN-C - "'4 K AS DET PRIN QU'4LS 24,5 XPOLE ERS-lF,4D W -- \ ! 6.5 uLT Nr10/1_7/2,RMINED/Gr --Er S � S i8 B T TKI _ 24.2 / 0.2 x riL Ir SET ST . SLKH,o,6'N. uNO PROJECT L33 WOOD _ 14.1 ••• � i � Its. 22 g ---w 4LL 22, 20.0 L �- x N 41L rB 8. AOR '00 �O OUND AREA OF piSTURg ONCE � I3, \� 7.�� i _ �G SILT �1- cu io,t g pip IN PIPg p p� RUNOF OSED ,4R - 40,000 --- 3.0 2o,6' 22,i 9 �'�y 'I 1EX�STIN �p A, Av 5 PROPO �, 13,4 8L, / \ TS 4,5 gE RFMOY DYUJE�L ?8 X2'1,5 x26,9 FENCE 4ROUND POO - - ;/ iu FRAME x18 4, 'P P �� 2 N 'P�p '�2_�.S SHED � (�' 8,5 X 6,5 b 26, - _ rW ? WELL ----_ 2_ 0.6, o x 4 - �. A> ° r$_3 / PROPO 7.5 �Q X I4.8 .�� WOOr1 m O cA V� D PATIO � I _�,� BW 15,9 SW 11.4 � OP" FOOL \. lof CR$ E � �5-6 w 11.2 r EQUIPtyENT \ I / - �% X 19.4 Z, W 14.4 d \ 127.9 2T.4 32 16. - 19.`� 13W p X ::.. : W 15,2 •3 ��- 00 9.6 --� � Zt,1 T !6,l !ll Ip 5.3 O�'Z }�• � �, '� 3p 28, . I / X S P D - Y b X �4 t1T FRAME: W 19.2 �� Tw/3 O ZG y Z 31.8 \ 3 X 2 °4 x INGRpUPO ED26.9 20.8 d Q0 4i'`� 5HE�I" � p -e� Gy ® G X x 28.5 \ / N 0 30.2 X \ ,� w. 2 �A ALL SONRY _ ANDS APE '_ •v �....,�___S � I7Z), 28, X 26 g __- 0 27.5 + 26, uT. 3� ; CLOSING GATE x21.6 i 32 I X . - 1 26.3 x W W 24,2/ A- 24,2/7' •22 \, ;. � .....__. a cp i9 } X 32,6 ' + - 25.1 REMOVE \ HOLE 1.8 `', a 30,3 2 ` � 126.4 : � �� 5 IX X 29,3 8,2 ;; GONG. TR ARKINGx - --- -.. - f � -- - -- Q/ '.." S a ° \ 0: O O 4 33 X i - -- - S ._ � tS' O p _ __ - _ ----..._- 24,9 .2 a c4, F� �� G'v d G - I V TONE: DRIVE AY ENCr I 8�d'a 8'd�� - WATER LINE ( 3 O 3 �- . ��G RAINS DRYW LS \ ( !! I �V{ �' X X 31,8 29.0 . 23, --_ 33.0 31.8 ' EX TING ' ' 21,4 - 1. 1� ! STotT j 23.6 --- EJ 33 3 Tp NC DRIVELU,4Y i \� I --�.__ GzR TE, ,, '•4Tl x R 1" N IAI _ x ( 7- 25,,.7 \ !\- - 3,4 ,/ �p�3� 2 _ ' CAMARANO RESIDENCE CHA1 NK FENCE - --- - --- - ___- - � I N N LI i I ac - 22.8 f f�tt --- -- a�-En X5.8 -�~ - - ��-� �_- �p� dam, 335 SOUTH DRIVE -25 L \' o _ X5.4 a\� �� MATTITUCK, NY I 1101 a F 24.0 - _ l d O �� Z� C4 CE WALL b ,'�.....-�_ �ss� j O C. 10 s �T 77j m ►^ m .i O 25,9 rn z ROC W 4L 27.3 A N X 0, -_ p1 V � 7C0 �7 0 � 0 �� mX �torno m F - - �� jZ m m r m p cn A ry� ; -C X rn N OCE--'� - K e () N ° -� rn X n _ - N C7 E � �� ,.� �' �Z �O � •• � ,� � OO D' - 4'S, �� H � b .� , O 0 m z �° m ° cn z J NEtv�E -(ttt n m w (JJ �' r 0 p T1 D - tart o tett i- o tart z v' A cu r^i ►v ' C FENc � X� E E mm -, r zo ;u (P No O � - ti c E0,IS, m m �b x p o w A m m r O o� co -e'i� T -(X X & b CU � � � p p d cn d -{ O z `� �9°�� ' 11 J'•' � � t 5 •'Q , E G) �m ° � 3 X dT X -4 MO (p TN z0 x �� ' F . -18a�• �o PLAN z b - a!J -f 3.3 Or _ N -, m r m cn 3, �F O r m O -, r X X Xl , O SCALE: 1 ' = 30 N ° N 3 ° (p C, o x O AT O �d rir MULLMAN SEIDMAN ARCHITECTS 110 WEST 40TH STREET, # 2401 NEW YORK , NY 10018 TEL 21 2 . 43 1 . 0770 Drawing Title SITE PLAN Drawing By Chk By: DM Scale: As noted Date: 12.1 1.19 Am ' 09.00 Proj. No: 1912