The URL can be used to link to this page

Home My WebLink About39524-Z �o�g�FFot,��OG Town of Southold 1/31/2017 P.O.Box 1179 N 53095 Main Rd X4,1 4�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38805 Date: 1/31/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 910 Oak Ave, Southold SCTM#: 473889 Sec/Block/Lot: 77.4-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/30/2015 pursuant to which Building Permit No. 39524 dated 2/4/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is,issued is: ADDITIONS AND ALTERATIONS INCLUDING SCREENED PORCH WITH DECK ABOVE TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Mascia,Philip&Hill-Mascia, Christina of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39524 08-27-2015 PLUMBERS CERTIFICATION DATED (70 rued Signature TOWN OF SOUTHOLD a�a 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#: 39524 Date: 2/4/2015 Permission is hereby granted to: Mascia, Philip & Hill-Mascia, Christina 2 Livery Ln North Salem, NY 10560 To: Addition and alteration to an existing single family dwelling as applied for. At premises located at: 910 Oak Ave, Southold SCTM # 473889 Sec/Block/Lot# 77.-1-5 Pursuant to application dated 1/30/2015 and approved by the Building Inspector. To expire on 8/5/2016. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTE $257.60 Total: $307.60 Building nspe Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2._.Certificate of Occupancy on Pre-existing Building $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. l —Z b''Luh New Construction: Old or Pre-existing Building: (check one) Location of Property: L Q Q P Nc- ANE- S oUl n o House No. 1 Street Hamlet Owner or Owners of Property: C.YN C\S M qsC\ Suffolk County Tax Map No 1000, Section -7 �7 Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: TemporaryCertificateFinal Certificate: Y (check one) Fee Submitted: $ U Applicant Signature pF SO(/p�®�® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 C ® �� roger.riche rtCaD-town.soLitho Id.ny.us Southold,NY 11971-0959 Comm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE - SITE LOCATION Issued To: Philip Mascia Address: 910(850)Oak Avenue City: Southold St: New York Zip: 11971 Building Permit#. 39524 Section 77 Block: 1 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Gray Electric License No: 3965-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors 5 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 4 CO Detectors 1 Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 1 Twist Lock Exit Fixtures TVSS Other Equipment: 2-ARC Fault Circuit Breakers Notes: Inspector Signature: Date: August 27, 2015 Electrical 81 Compliance Form.xls rsf 3 0 %S- cou TOWN OF SOUTHOLD BUILDING DEPT. 76S-1 802' INSPECTION ] FOUNDATION IST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTMT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE INSPECTORq :J I pF SO(/l�o rOUM`I,� ' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION : , , [ ] F UNDATION IST [ ] ROUGH PLUMBING [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: /6=d� DATE INSPECTOR rjf so TOWN, OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - , I I FOUNDATION IST I ] R GH PLUMBING FOUNDATION 2ND 71NSULATION_ FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOL CAULKING REMARKS:- 09/0.4 X's— DATE . - INSPECTOR OF SO `o n'1 UPlt i U( TOWN OF SOUTHOLD BUILDING' DEPT. 765-1802 INSPECTION' ' [ ] FOUNDATION 1 ST . [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE- , �� INSPECTOR'S-` i �� OF SOUTy o TOWN OFSOUTHOLD BUILDING'DEPT. 765-1802 N-SPECTION [/- FOAUNDA!TION 1 ST- [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: <�;7<Zl - � G DATE INSPECTOR rsf s cou OF SOUTHOLD BUILDING DEPT. OA; 765-1802 NSPECTION I FOUNDATION IST ] ROUGH PLUMBING AWNDATION 2ND INSULATION V FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLA77 I CAULKING ",t� I,-) REMARKS:— ol DATE INSPECTOR SO(/lyo o ti �o N O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] 10 ULATION ( ] FRAMING / STRAPPING [ FINAL [ - ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ', ova 9,tq WDA mc� raz 4 c s �'4vi t V —e,� DATE INSPECTOR l� - � o cOUMY,Nc� TOWN OF SOUTHOLD BUILDING, DEPT. 765-1802 INSPECTION [ ] FOUNDATION '1 ST [ ] ROUGH LUMBING [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE V101 ATION [ HULKING REMARKS: &llm0 1! ✓ - LIN r� l/ DATE--0kDATE--LokA INSPECTOR r� 58 Townsend Street Telephone:(646)498-6070 Sprayft m Port Chester,NY 10573 Email:1Stopspravfoam@smaii.com D DD OCT 1 7 2016 October 13,2015 BUILDINGDEPT. TOWN OF SOUTHOLD To Whom It May Concern: We the Company 1 Stop Spray Foam are sending this letter as per your request. In jobsite 850 Oak Avenue,South Old, NY we installed both open-cell and closed-cell spray foam. The open-cell we installed in the slope ceiling had an R-value of 30.In the 1St&2nd floor exterior walls we used open-cell R-14 and the closed-cell installed in the crawl space had an r-value of 14. If you have any questions regarding this letter feel free to contact us. Sincerely, Raquel Rojas 1 Stop Spray Foam (646)548-4547 ll, • 1 1 0 • • 13 • 1 L _ -- ---- • r I • r t � \` or MAIM sTATE 1 ENEPoy cb,)D)P, Ram WIN L�iA //� • v w _ • It r r It r WAY M - ��LI1 ''TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971, _ _, -' } : = •' r 4 sets of Building Plans TEL: (631) 765-1802 `- Planning Board approval FAX: (631) 765-95.02 Survey SoutholdTown.NorthFork.net PERMIT NO. Check A e Septic Form N.Y.S.D.E.C. Trustees C.O.Application 1F1ood,Permif,: Examined ,20 Single&Separate Stone-Water Assessment Form l� Contact: Approved \ ,20 Mail to: Disapproved a/c i Phone: Expiration , �`'��t '• ``' �,f 'r uildi specl' APPLICATI.ON EOR;BUILA`I PERMIT JAN 2 9 2015 j ' • ' ' �' INSTRUC}TMM 61 DG DEPT '�� , .•'"_> •_-,. TON!id OF SOU-MOLD 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 builkrigs.on ,remises,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 issueZ s ,Certificate of Oocupat�(*� •- c• "_1 _ ' `r"�° 'ef.-E_ve P'. blding permit shall'�pii;64tl3e work,WEliorized has notteofn n�edrvl�it+hih 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amend-me ifs e-f,6tlwye .regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in wxtimg,�heje�ctension of the permit for an addition six months. Thereafter, a new permit shall be required. -•'u z -sAPPL•IGA;TZQN 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 authorizedinspectors on premises and in building for necessary inspections. (Sig ture o applicant or na e,if a corporation) Mickt-e ► Nom' d zg T-z zso (Ming address of appl State whether applicant is owner, lessee, agent, architect, engineer, general,contractor, electrician, plumber or builder n • 4Q � V: Name of owner of premises CNrN r-, 0,sC-\CL (As on the tax roll-or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. 1 Other Trade's License No. 1. Location of land on which proposed work will be,,,done: \ 1 House Number Street Hamlet 177 County Tax Map No. 1000 Section; --7 "` ii :�>:s "f '�tr' 'r't t „i Lo 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 ) .n a � 2 o-i-n,1.r 'O t-A-3 01A , csA b. Intended use and occupancy S 1 Ip e )p �0-in, w4, 1 M 3. Nature of work(check which applicable):New Building Addition K Alteration X Repair Removal Demolition Other Work 4- (Description) 4. Estimated Cost 25 . o(� 0 — _ 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. r V ► TT ► tt 7. Dimensions of existing structures, if any: Front g- y Rear 4 q n Depth 2(> ' Height V -Vo 'rrt00* Number of Stories 21- Z 'Ce a-(- ► n Dimensions of same structure with alterations of additions: Front 4 —y Rear `�'9 i o Depth 2_G,► IT Height �g-to / Z ("'L— Number of Stories Z- 8. Dimensions of entire new construction: Front 2-v 2 Depth_ 6`l QlK ns+ o,-, Height _ ` Number of Stories (,., V0 I P-X, Depth �}-O • C7 9. Size of lot: Front 2,ZR Rear 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated �2-`1--P 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO—/'- 13. O /'-13. Will lot be re-graded? YES NO /Will excess fill be removed from premises?YES NO 2. Liv erg Q0.. IVS (.,o 14.Names of Owner of premises 6n1Ct Address Nory^ Stj Fel_IU�hone No. Name of Architect J cwe►f 1f omc% Address Phone No Name of Contractor p:!s es 1(- Dc..•,>> Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES "" NO ' A * 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 ,r * 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 poiut;on,.pfopertyis .,IO feet or below, must provide topographical data on survey. ILA 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: a - COUNTY OF _/�� being duly sworn,_deposes and`says that(s)he is the applicant (Nam'e of individual signing contract)above named, (S)He is the ( t ntractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this r 2 —day of x\}.1 30! •4 CONNIE D.Bu Notary Public 'Notary Public,Stet®o€1�w York Signatur o pp scant No.01BU61SM QuaMW In Suffolk County Comminlon Explms April 14, E _�' oiaiii•2., < � BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 8728 DATE: JANUARY 20, 2016 ISSUED TO: CHRISTINE-&THILIP MASCIA PROPERTY ADDRESS: 910*OAKAVENUE, SOUTHOLD SCTM# 1000-77-1-5 _0 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the'townof Southold and in accordance with the Resolution of the Board offrustees adopted at the meeting held on January 20,2016 and in consideration of application fee in the sum of$250.00 paid by Christine&PhiliMaicia and subjec:t to the Terms and Conditions as stated in the Res'olutiofi,the Southold Town Board of Tiuste-c's Wth6riz6s and permits the following: -. . :.... Wetland.Permit to construct.a 1.2lx12i'-stre'eii-ed'06refi-adaitioji onto thd existing 11/ story dwelling;install a4'A? outdoot shower o_ritU'laiA wa*'r'd"'s-ide_-o'f V'ropiosei'd-p-orch; and for the as-built 6'x121 addition onto the landwardside of dwelling, aila_114_ installation of gutters.-to.leaders to drywplls to,contain-roof runoff: and as depicted on, the survey preparei 'to: ' " '* I . I . ,:.. 1 1, . .' : . . . depicted. "I by Kenneth M. Woychuk,Land Surveying,VLEC,.revised- 2016. December 15,2015,and stamped approved on January 20, A fj IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seat to be affixed, and theseptegents td-be subscribed by a,majority,of the said Board as of ihis.datc. t4 gel_ N 30'.F '• Michael J. Domino, President lt _ ' �° `��' `•' Town Hall Annex John M. Bredemeyer, III Vice-President �'�' 54375 Route 25 =" '=rA Charles J. Sanders µ P.O. Box 1179 Glenn Goldsmith 'yam ' " '* ;` Southold NY 11971 A. Nicholas Krupski �� , j Telephone (631) 765-1892 �;• '�' Fax (631) 765-6641 BOARD OF TOWN TRUSTEES ® R(g[E0'V[E TOWN OF SOUTHOLD DD JAN 3 1 2017 CERTIFICATE OF COMPLIANCE BUILDING DEPT. TOWN OF SOUTHOLD # 1302C Date:January 24,2017 THIS CERTIFIES that the construction of a 12'x12' screened porch addition onto the existing 1'/2 story dwelling; and the as-built two sets of steps to grade for each entry/exit from screened-in-porch; install a 6'x7' outdoor shower onto landward side of proposed porch; and for the as-built 6'x12' addition onto the landward side of dwelling,and the installation of gutters to leaders to drpyells to contain roof runoff; At 910 Oak Avenue, Southold Suffolk County Tax Map#1000-77-1-5 Conforms to the application for a Trustees Permit heretofore filed in this office Dated December 21, 2015, pursuant to which Trustees Wetland Permit#8728 Dated January 20,2016,was issued and Amended on January 18,2017,and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a 12'x12' screened porch addition onto the existing 1'/2 story dwelling; and the as-built two sets of steps to grade for each entry/exit from screened-in-porch; install a 6'x7' outdoor shower onto landward side of proposed porch:and for the as-built 6'x12'addition_ onto the landward side of dwelling and the installation of gutters to leaders to drywells to contain roof runoff The certificate is issued to CHRISTINE&PHILIP MASCIA owner of the aforesaid property. Authorized Signature A C'onn�� APPLICATION + rip–, 1^&.sets, PAGL- 1nla I TOWN OF SOUTHOLD ( FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be tilled out in duplicate. NERAL PROMSIONS (APP t rc nd -c;crnN- , 1. No work may start Mil a permit is 4511cd. Z The permit may be revoked if any false statements arc tmadc harem. 3. I[revoked, all work must cease until permit is rc-issued. 4. Development shall oat be used or occupied until a Certificate of Cotnpli=cr,is issued. S. The permit will eupire,if no work is cominruced within six wand of imvaurc. 6. Applicant is hereby informed that other permits may be required to hdffl local,state and federal regulatory requirements. 7. Applicant hereby evm caaseot to the Local Administrator or itis/her representative to make icasonabic inspections required to verify compliance. 8_ 1,THE"PUCANT,CERT[PY THAT ALL STATEMEN S HEREIN AND IN ATTACHMENTS TO _TMs APPUCAIION ARE,TO T!i`IE BEST OF y XMT*VLEDGF,TRUE AND ACCURATI& (,4Pp1.ICANTS S1A'fURE) DATE — Z a1 b E Z. p P be5gM12lctcdJbY.-&PPL1CAVM N A ME AD BES5 rat N APPLiCANT 4 Z t— 4 0-v O iL, BUILDER FNGINEER PR4fEGT> A-f!QK- • To avoid delay is processing the application. please provide enough itafor=ation to easily identify the project tacatkm Provide ft succi address, lot number or Ico description (attach) wil, outside urban areas. the diazaae to the nearest intetle mg road or vmn.known lwdmask. A sketch attached to this appiicatioa showing the project lotatiou would be helpful. FDP(93) A APPLICATION _ - r PAGE 2OF d DESCRIPTION OF WORK (Check all appGcablc boxes); A. STRVC"T'URt►1. DEVELOPMENT ACID91-Y ,TRUC`I`URE TYPE 0 New Structure O residential (1-4 Family) MAdditiou 0 Residential (More than d Family) 0 Alteration 0 Noa-residential (Floodproofng? 0 Yes) 0 Rcl=tion 0 Combined Usc (Rmideuual & Co=erdal) O Demdlitioo Cl Manufactured (Mobile) Homc (In Manu- C3 Replacement factured Home Park? D Yes) ESRMA'1')=D COST OF PROJECT S B. OTHER DEVELOPMENT AMVII IES. 0 Flu O Miping 0 Drilling 0 Grading O E=vatiou (F-ccept for Structural Development Checked Above) 0 Watercourse Alteradoa (Inducting Dredging and Channel Modifications) s) Diaicage Imp cuts Ourlud' Culvert Work) O Road.Street oang e t:onstructioo O Subdiv tion(New to Evansion) 0 In&vidual water or Sit•Systam - E3 Otber (Please Spacsy)- After completing SECTION 2.APPLIC.4W Should submit forst to Local Administrator for review_ • IN N ca Iet [2h iz Tlue proposed de velopmcnt is loonted oa FIRM Panel No_ . . Dated _ The Proposed Devatopment: O Is W1 locoed in a Special Flood Hawd Arca (Notify tiro Applicata that the app"Catlou review is oomplatc wd No FWODPLAIN DEVEI OPMPI-IT PFR NUT IS REQU RED). 0 is located ta.a Spe tal Flood Hazard Area. FMM zone deeipation is 100-Year flood dcveton at the site ii'. Ft. NGVD (MSL) C3 Unavailable O The proposed dcvolopipent is located in a floodway. FBFM Pawl No. Dated C3 Sec Section 4 for additional iustructions. SIGNED DATE r .;/ l'.S. DErF)ARTMENT•Q'F,, TY OMB No. 1660-0008 ' Federal Emergency Mana e t c 3 Expiration Date November 30,2018 National Flood Insurance Program c•� ' �N�v2d�� 2ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9 Copy all pages of I) II attachments for(1)community official, (2)insurance agent/company,and (3)budding owner. ECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Budding Owner's Name Policy Number: Chris Mascia A2. Budding Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Company NAIC Number: Box No. 850 Oak Avenue City State ZIP Code Southold New York 11971 A3. Property Description (Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) S.C.T.M.#1000-77-1-5 A4. Building Use(c g., Residential, Nor-Residential,Addition,Accessory,etc.) Residential A5. Latitude/Longitude Lat.41°-02'-47.21"W Long.72°-25'-16.41"W Horizontal Datum- ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 9 A8. For a building with a crawlspace or enclosure(s) a) Square footage of crawlspace or enclosure(s) 849 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in d) Engineered flood openings? ❑Yes ❑x No A9. For a building with an attached garage- a) Square footage of attached garage 247 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑Yes x❑ No SECTION S—FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name&Community Number B2. County Name B3. State Southold#360813 Suffolk New York B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone AO, use Base Revised Date Flood Depth) 36103CO166H H 09/25/2009 09/25/2009 AE ELEV 7 B10. Indicate the source of the Base Flood Elevation (BFE)data or base flood depth entered in Item B9: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source• B11. Indicate elevation datum used for BFE in Item 139• ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source- B12 ther/SourceB12 Is the building located in a Coastal Barrier Resources System (CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ❑x No Designation Date. ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions Form Page 1 of 6 OMB No. 1660-0008 ` ELEVATION CERTIFICATE Expiration Date. November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 850 Oak Avenue City State ZIP Code Company NAIC Number Southold New York 11971 SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Budding elevations are based on: ❑ Construction Drawings* ❑ Budding Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the budding is complete. C2 Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters Benchmark Utilized: Monumnet Vertical Datum: NAVD88 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: Datum used for budding elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement, crawlspace, or enclosure floor) 1 4 ❑x feet ❑ meters b) Top of the next higher floor 7. 5 ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) NSA. ❑x feet ❑ meters d) Attached garage(top of slab) 7. 3 ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 3. 5 ❑x feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building (LAG) 4. 7 ❑x feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 7. 2 ® feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 4. 7 ❑x feet ❑ meters structural support SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? x❑Yes ❑No ❑x Check here if attachments. Certifier's Name License Number Kenneth WOychuk LS 050882 Title Land Surveyor Company Name _ Place Kenneth Woychuk Land Surveying PLLC Seal.' Address Here P.O. Box 153 City State ZIP Code Aquebogue New York 11931 Signature Date Telephone 11/06/2016 (631)298-1588 Copy all ages of this EI ation Certificate and all attachments for(1)community official, (2)insurance agent/company, and(3)building owner. Comments(including type of equipment and location, per C2(e), if applicable) Electric Hot Water Heater located in crawlspace, elevated on concrete to elevation 3 5 FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 Scott A., Russell , SUPERVISOR 0 z I��/][A\I\\�G IE�� UEN T SOUTHOLD TOWN HALL-P.O.Box 1179 S 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) JUL . 216 __ -- - - - DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surf ace. ❑(ZZ B. Excavation or filling involving more than 200 cubic yards of material . within any parcel or any contiguous area. P [I© C. Site preparation on slopes which exceed 10 feet ve a rise L/I 100 feet of horizontal distance. 2 D. Site preparation within 100 feet of wetlands, beach, bluff or coasfV �❑ P P erosion hazard area. BUMI)ING DEIN. R1❑ E. Site preparation within the one-hundred-year floodplc1®va d.Ifj& oLD on FIRM Map of any watercourse. E][S F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of`aa'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. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date- rid e ��J Dintrid 9 NAME !' \1`i ��!^.,, `� ---V- _1 —7"Z-7^,2 O/ r�o Section Block Lot �// a,s�a,Q, 4 :kcc•k FOR BUILDING DEPARTIb4FNT USF O\I_.Y Contact Information IO��' l��^ ` A Reviewed B & — — — — — — — — — — — — — — — — — — 6 Date: Property Address / Location of Construction Work: — — — — — — — — Daa — — — — — — — — /� Approved for processing Building Permit. `CS 5� ©c.�L �V Q F] Stormwater Management Control Plan Not Required — — — — — — — — — — — — — — — — — ny An.1 N ® Stormwater Management Control Plan a Required. (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 J�P 39 s q APPLICANT S.C.T.M. #: 1000 �„ CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) — a0 /r Stormwater Management Control Plan CHECK LIST NAME �,1�.e �Cn � Sec Block Lot � z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: * The applicant must provide a Complete Explanation and/or Reason for not providing ?-?- (b -Z7 1 (o of b ��&� all information that has been Required by the following Checklistl I A Site Plan drawn to scale Not Less that 60' to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Here[ Show all of the following Itel-ris: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries 00� 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). DRAINAGE 9NSPECT10m d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. Contact TOS Eur ginL-Pringqt 7rS-i-5-- -ere e. Limits of Clearing & Area of Proposed Land Disturbance. ERD== Backfill ,OR Provide EnLangs GeFtifleation f. Existing & Proposed Contours of the Site (Minimum Z intervals) 0=5E that g. Location of all existing & proposed structures, roads, 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. j. Location of proposed Soil Stockpile Area(s). k, Location of proposed Construction Entrance/Staging Area(s). 0 0 A4- 1. -1. Location of proposed concrete washout area(s). �0 ITi. 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 ® �R® on-site the run-off from all impervious surfaces generated by a two(21 inch 00 be limited to: rainfall/storm event. A well ilmdivIltdinedConstruction Ent rancoa 3 Details&Sectional Drawings for stormwater practices are required for approval. Wire Odded 511t Fencing,stabilization items requiring details shall include but not be limited to: lig® exposed ainacnw-Spill, a. Erosion & SedliTienl Controls. ETJ== b Construction Entrance & Site Access. 00 c inlet Drainage Structures (eg.catch basins,trench drains,etc.) 00 d Leaching Structures (eg infiltration basins,swales,etc.) _.. i ORI.�(;I;�I•:i•:I;Ii\ � f;P;R'I'� .'N" iS[:. ONLY Additional Information is Required. Reviewed & ® Stormwater Management Control Plan is Not Complete. Approved By. - - - - - - - - - - - - - - - - - - - - - - - - - 1Stormwater Management Control Plan is Complete. Date ,b i SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 i 1 727 SQ, AREA- 45 G RUNOFF,2`RAIN/S] =1209 CF ;I [(i SGPM,001 CFS)45 GAL X2=90 GALLONS] �- 1 INSTALL NDS FLO-WELL DRYWELL 1-FWAS24C 24°du COVER 1:(3)SECTION FWSPS FLOW SIDE PANELS 24'X 25-1/8' t I INSTALL w/3/4"-1-7/2°CLEAN GRAVEL T AROUND AND M 'H S 4000312011 0 O UNDER DRYWELLCAPACITY APADRYWELL 03'Z011 E AE EL 7 ZONEX GAVELCAACITY(U(UNDER) Design Services GRAVEL CAPACITY(UNDER)7289 GAL GRAVEL CAPACITY 1 AROUND)1420 GAL TOTAL DESIGN CAPACITY 320 GAL(927 CF) L-LJ www mchdesignservlces.cam 0- , z• 4 o.O O O 1 phone (631)298-2250 0 email' ' 0o; ; mlchael@mchdeslgnservlces corr O r O � . �� PORT-A-LAV TO REMAIN , M 0 �� F•+ R A I N 6 G 6 w ��U C-Ilu A,KyPC, ON SITE FOR DURATION _ M i\7 ' OF CONSTRUCTION — z usr InAiP4TAI N A MINlwlv11,21 \ 0 ��`o{` �'-w^ /�1\ CONSTRUCTION DUMPSSITEFO ER Ln I,1 W✓ /�s �/) 1 TO REMAIN O SITE FOR Un � DURATION OF CONSTRUCTION �e OV StR J c�tu iz a > �leovn�a 1 0 N k w TEST HOLE EL:6.6 Z @ �° E I STI N G W 1-1/F ELOUSE 1 0 W W PPOOVAL OF STORMWATER MANAGEM I V P4 I ONTROL P -T Cod ter 236 N Z Z O Dater ori ;W z Appre�ed by: O A w 144 SQ FT AREA 6,100%RUNOFF,2'RAIN/HR-241 CF [(SGPM,001 CFS)90 GAL X2-180 GALLONS] INSTALL NDS FLO-WELL DRYWELL 81 61' W w 1-FWAS24C 24'd,z COVER �_� 4'X 4'SHOWER n - 1-(3)SECTION FWSPS FLOW SIDE PANELS 24'X 25-1/8' �~ ^ CONNECT TO DRYWELL INSTALL w/3(4'-1-1/2"CLEAN GRAVEL 1'AROUND AND �� 1 Q O 1.4 O UNDER DRYWELL Zi � p DRYWELL CAPACITY 50 GAL CD - GRAVEL CAPACITY(UNDER)1289 GAL GRAVEL CAPACITY(AROUND)1420 GAL 1 r , 00 O TOTAL DESIGN CAPACITY 320 GAL,(427 CF) V - _� -- -- 566' 640, , 12 0' . O Er - �ONCRET!',i''S01L�` 1 - - i -- - .. WASHOLr �-OCATI(?N — - Ln UL HAY BAY w/SILT FENCING L_- (/� ' ,oTo - --I=-C= -I--C-�--I. C-] -I__C_7_•-I'_C 1 n " _ LIMITS OF CLEARING ' wwc.,a°axakrtLw�.w - Ln -, N 44035120" W 140.000' DRAINAGE INSPECTIONS-ARE REQUIRED S ITE PLAN � �� STORAGE L. CAPA TY Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification 1" = 10' a a ~ that the drainage has been installed to Code. SITE DATA: SEQUENCE OF PROJECT: �1��:8'� �° DRAWN BY: MH Iminm IQ Frau BU10ME IlIJ711E RL ��,F� F�D.,aimu mF gw,ws� ,naaar ` .`a j < 8/8/2016 W�otl„°°t, ° Ntw aFum,n��9Fli �a+sV..w °�6t�aP,l�oSVAPYu¢®DausYRimq'1,mrd tuwu, EROSION&SEDIMENT CONTROLS SCALE: SEE PLAN Shall include but not be limited to: ®nD°e °p=� a--��°�- ° °` ff -'= '>n� � �--`--u .afa.DD,DF,D.tu �Fia_ A well maintained Construction Entrance �a�:"� ° ,;;; —DTM =� w M�: Mire Backed Silt Fencingstabilization& SHEET N O: Seeding of exposed ancVor inactive sois. APPROVAL Or'STORIAWATER MANAGEMENT CONTWL Date: MN b: 'AspowN ��e ��° FLO-WELL° L004=0 STORAGE CAPACITY FLO-WELL SURFACE INLET.NDS GRATES. OR APPLICABLE IN LINE LOW PROFILE ADAPTERS 4"PIPE COUPLING 4'SCH 40 OR S&D PIPE CUT TO LENGTH FWAS24C 24"DIA PER DEPTH OF FLO-WELL FLO-WELL COVER 4"PVC INLET W/1%MIN.SLOPE FINISHED GRADE -III-I I-III I I-II-III-I -I __ I I I I I I I 314"TO 1 112"CLEAN GRAVEL BACKFILL RECOMMENDED - - - - - -III-III I-I I- I-I I I_ II I I I I I I I FWFF67 POROUS FILTER FABRIC WRAP 1"DIA PERCOLATION HOLE KNOCK OUTS SCORE AND -III-III _ ® I I I N KNOCK OUTALL HOLES -III-III m I I I_ a BEFORE WRAPPING THE _III-III j I I FLOW WELL WITH LANDSCAPE FABRIC FWSPS3(3)FLO-WELL SIDE PANELS. VOID=0.30 GRAVEL AROUND FLO-WELL FWBP24 24"DIA FLO-WELL BOTTOM 4"DIA DRAINAGE CONNECTION GRAVEL UNDER 0" 6'? 12" 18" 24" HOLES UTILIZE HOLES AS NEEDED FLO-WELL FOR INLETS AND OUTLETS 44 0" 50.0 71.1 100.7 138.7 185.1 EZFLOW AGGREGATE ONLY BUNDLES AROUND FLO-WELL 6" 53.5 1 79.1 114.8 160.7 216.9 SIZE QTY. STORAGE 12" 57.0 87.0 128.9 182.7 248.6 7" 3 76.4 18" 60.5 94.9 143.0 204.8 280.3 10" 2 84.4 24" 64.0 102.8 157.1 226.8 312.0 15" 1 86.5 VOID=0.35 GRAVEL AROUND FLO-WELL VOID=0.40 GRAVEL AROUND FLO-WELL GRAVEL UNDER 0" 6" 12" 18" 24" GRAVEL UNDER 011 6" 12" 18" 24" FLO-WELL FLO-WELL 0" 50.0 74.6 109.1 153.5 207.6 0" 50.0 78.2 117.6 168.2 230.2 6" 54.1 83.9 125.6 179.2 244.7 6" 54.7 88.7 136.4 197.0 272.5 12" 58.2 93.1 142.0 204.9 281.7 12" 59.4 99.3 155.2 227.0 314.8 18" 62.3 102.4 158.5 230.6 318.7 18" 64.1 109.9 174.0 256.4 357.1 24" 66.5 111.7 174.9 256.3 355.7 24" 68.8 120.5 192.8 285.7 399.4 NOTE:ALL STORAGE VOLUMES ARE IN GALLONS 851 N. AVENUE !cs, Visit WWW.NDSPRO.COM for spE �\ CA 93247. :iiiIq DS :.. ��rr of so ! r O _ jo Town Hall Annex 765=186 54375 Main Road N P.O.Box 1179 � • O rouer.dchelt& I ftsot o .n .us I Southold,NY 11971-0959 �y�OUIVtY,�c� JUL 2 ® 2015 BUILDING DEPARTMENT5'D r; n r-pT ! TOWN OF SOUTHOLD ro r,.10F ;ourHo�_o I APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �&\"V-, � Date: 15 Company Name: Name: i License No.: '3 c`L. Address: Phone No.: t JOBSITE INFORMATION: (*Indicates required information) *Name: ' - *Address: F6 0 oyN 0 t. �o u��l�,-�le� - fu!P *Cross Street: *Phone No.: 7 L Permit No.: Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) I (Please Circle All That Apply) *Is job ready for inspection: YES/0 Rough in Final *Do you need a Temp Certificate: YES/ NO Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 . 400 Other I *New Service: Re-connect Underground Number of Meters Change of Service Overhead ' Additional Information: PAYMENT DUE WITH APPLICATION i 82-Request for Inspection Form j f 3 Bunch, Connie From: Bunch, Connie Sent: Thursday,July 28, 2016 9:02 AM To: michael@mchdesignservices.com' Subject: Mascia, 910 Oak Avenue Hi Mike, Thanks for the stormwater and check for the FEMA permit for Mascia. I just noticed we don't have the FEMA permit in the file.You can download it off our website,fill out sections 1 &2, and email it back to me. Thanks Connie 1 1/27/2017 To The Building Department, As per your request as a final step to obtain our CO for our addition/porch, enclosed are two copies of the Certificate of Compliance from the Board of Trustees. Please confirm with me when you receive this. Thank you, Christina and Philip Mascia 910 Oak Ave Southold, NY 11791 (914)523-7508 D 'C[EOdC DD JAN '3 1 2011 N-Csc '(IAIA"\ co BUMDING DEPT. TOWN OF SOUTHOLD CLhvS �� sc�a O 4 ov ok LA ID WN �. recd UA* � �P -�,�n Trw staw OF SO!/��,®l Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G • Southold,NY 11971-0959 October 24, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Philip Mascia 2 Livery Lane North Salem NY 10560 TO WHOM IT MAY CONCERN: 0 owing Items(if Checked) a Needed plete Your Certificate of Occupan Not e• ri ec'`foris r�qn amen ans for ceiling joists and an amend . esCheck. Also finavation Certificate fro- surveyor required. lose_ Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Punning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39524—Add/Alt irowN oF souirHOLD kOPERTY RECORD CARD OWNER STREET VILLAGE DISTRICT SUB. LOT ate' ? L7 FORMER OWNER N E ACREAGE S W TYPE OF BUILDING RES.c:;2�0 1 � SEAS. VL. FARM comm. IND. CB. I I I misc. I Est. Mkt. Value LAND 1 IMP. TOTAL DATE REMARKS 3 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER � Form Acre Value Per Acre Value FRONTAGE ON ROAD Tillable I BULKHEAD Tillable 2 DOCK Tillable, 3 Woodland Swampland Brushland House Plot Total S.C.T.M. NO. DISTRICT: 1000 SECTION: 77 BLOCK: 1 LOT(S):5 � � �� RIO-14-0037 Y oI I `z ca nJ 2 Co o V rail ` c RUBBLE $ v FIRM ,ZONE \v FIRM ZONE X ^ � � i �n � ; 000 8 15.8' I 540003 920"E AE EL 7 � � PROPOSED — — ►7 u A F0, d k r_: I•Z 24" FLOWELL 47.79 CF 14 0.00 9 P/0 LOT 293 ) L ; hi9 Y I I _ + JAN 2 0 2016 w m EL 5.2 `� -- � CONC. :�.._.._.._.._.._ P_/O LOT 293 o I in O POINT'B"WATER SERVICE EL 9.8 I So.,!I"ad i; u Z 264 `./ W Z --:: i STONE DRIVEWAY O COASTAL BARRIER RESOURCE SYSTEM -z, I == := C11 MAP & DEED LINE CELLAR ) o ESTABLISHED 11-16-1990 = I EN _ - -__ - __ "' yC O I ._. ..__ : . 0 EL 8.6 EXISTING � 20% MAXIMUM LOT COVERAGE o WOOD STEPS FLAG I j� -- . : _-- ,r- ---:=-: =:;:.• I SANITARY - 1.7 -1,0 POLE I c,4 EL 4.7 ~� :::: i I/t STY. �, LOT 294 SYSTEM 4P 0 12,296.04 x 20% 2,459 SF ALLOWABLE COVERAGE �,---FRM DWELLING-r— RAMP Z 1`0 RAMP 4' WIDE CATWALK I -V- o co z WOOD :. y9 I D ___ 45.2'_ — LP#5 o STEPS ... z W BF1.4:_:<: _:::=-- 1.500 GAL EXISTING COVERAGE: `` OPEN GRATE = m U a _ ._: _ _ R OF LP#4 DECKING DWELLING W/COVERED PORCH: 1,195 S.F. or 9.7% I v� PROPOSED :- ::;=:: :: S.T. Q I a SCREENED PORCH 12x 12' 26,I. .. _--- POINT'°A. LOT 295 LP#3 o g :; ::: 0 OUTDOOR SHOWER 4x4 -''-" O = EL 6.3 . — — PROPOSED COVERAGE: 1� z'_1 EL 4. ;;;;,,, :: ` LP11 LP12 Z SCREENED PORCH & OUTDOOR SHOWER: 160 S.F. V m I SILT FENCE/HAYBALES 3 8'DIAx2DE TOTAL PROPOSED COVERAGE: 1,355 S.F. or 11.0% 00 ' TIDAL WETLANDS BOUNDARY EQUAL TO 3 84.0' 56.6' J THE SEAWARD FACE OF BULKHEAD, AS r\ ;rj t^� LOT 296 a D� DETERMINED BY EN–C NSULTANTS. I rC4 ' 0) - 3 CA M — z co J � 100 1 EL 7.2 o o ZONED R-40 d 0 4.6'N '1.7' WID DNC. DRAINAGE GUTTER P/0 LOT 297 50.00' NON-CONFORMING LOT 0 0 FRONT SETBACK – 35'MIN p� 140.00, SIDE SETBACK – 10'MIN (25'TOTAL) CONC/STONE I N44035'20"W 144S.WELL DRYWE C.F. P/O LOT 297 a REAR SETBACK – 35' MIN (SUBJECT TO TIDAL WETLANDS FLOWELL DRYWELL < DELINEATION & SETBACK) RUBBLE 0 No.33-49-23, 24"DIA NOTE: NO RECORDED DRA114AGE 47.79 CF. PROVIDED 50' WIDE UNNAMED STREET I z = f y THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL AS SHOWN ON TAX MAP Y I I EASEMENT INFORMATION FOUND. I LOCATIONS SHOWN ARE FROM FIELD OBSERVA71ONS m AND OR DATA OBTAINED FROM OTHERS & FILED MAP. 0 FIRM PANEL 166H o SEPTIC LOCATION NAVD 1988 POINT "A" POINT "B" AREA: 12,;296.04 SQ.F'T. or 0.28 ACRES ELEVATION DATUM: — ----------------------- S.T. 20 41.5 UNAUTHORIIE0 ALTERA77ON OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY LP #1 34' 57.5' MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LP #2 40' 61' LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITURON, GUARANTEES ARE NOT TRANSFERABLE. APPROVED BY LP 13 35' 53' THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INT£NDEC' TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS BOARD OF I RUSTEES LP #4 37' 49' AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY LP #5 38' 44.5' , PHILIP MASCIA; SURVEY OF: P,/O LOTS 297 & 293, LOTS 294-296 CERTIFIED TO: T •• ,. "QF SOYTI" LP #6 1 43' 49' MAP OF: GOOSE BAY ESTATES CHRIS MASCIA; JWE 3 � � ��'`, " ;, - FILED: NOVEadBER 13, 1934 No.1176 �n REVISED 12-15-15 SITUATED AT:I SOUTHOLD UPDATED 12-05-15 Towle OF: SOUTHOLD KENNETH ASI WOYCHUK LAND SURVEYING, PLLC r REVISED 11-10-15 SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design REVISED 08-04-14 P.O. Boz 153 Aquebogue, New York 11931 REVISED 06-27-14 PHONE (631)298-1588 PAX (631) 298-1588 REVISED 06-09-14 FILE # 13-205 SCALE: 1"=20' DATE: ,JAN, 8, 2014 N.Y.S LISC, NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Noychuk 39 5c-;Xq M- C H Deslan Services C�t �� one, chdeslDnservfces.com I1 ] phone LLJJ ILr7� � , (631)298-2250 ---- email � -o e. michael@mchdesignservicas com OCT 252016 ; �� BUILDING DEPT. o 00 TOWN OF SOUTHOLD ao KITCHEN 00 12'-O" (2)2X6 HDR (2)2X6 HDR 1 (2 w 4X4 POST n (TYPICAL) p T-61- T-41- '-6n m r a" FAMILY ROOM A Z (3)2X6 @12"OC „ O N O SCREENED -----EXISTING fr-1 h N W a1 N PORCH0 iiEScheClc's®iiwareversion 4.fa.2 - LIVING ROOM w ,Compliance CertificateY-4" D O A o O roject (2)2X6 HDR DEN BUILD WITH HO TO V 00 FT'I BE FLUSH WITH HOUSE nnrgy Codr 2016 Hes York Energy Conservation b.tf-. n T County,Hes York 'P,memZo 4u�50 md7/ ype. Single-fa ------------- CAI rn LitT Addition h HDD) - - ermit Deta: emi2t Numhcr. O -•-----•----- onstrucdon 3'om: Owner/Agent. Dasig lerlcoAQr. p MASCI4 RESIDENCE eSOOAKAYENUE SOMOLD,NY ¢naliarcs.ee"bnen-Th.Code- lYiinmum=4L Yewput a1 oaeS Y�or�OA�.d�.n�inm�esvl�ues�M,m �aL Roti danmie�#eFnYv -flvelope Assemblies � r 2 r As-semblies- � . -k 1ST FLOOR PLAN DRAWN BY: MH ,. n .:y .,, , , ,_, . .: . s N PROJECT NORTH IE =. door l:AO-weedj-yfroveruKnndroomdspeu 'n X140 00 0090` a SCALE: 3/16" = V-131" AND Wood Fmme,16'.e 220 13.0 00 0 082 17 E Nmdow 1:Weod Fmme.D.&6 F—.4h low-E 14 0320 a N E IN 0, 10/20/2016 Neo 2'Wand Forme.IE'o.c 129 130 00 0 082 9 • Y Mmdtm 2.Wood Forme Dou61e Pene with lows 14 0 320 4 :d.91.Flat C Ping o Sd.—T— 72 30 0 0 0 OMS 3 ��P EER�o � ' plienaeSeeammtThe nryo:edhu8dingdeslgndchsihxdhemL•taheisnentw7deehehu8dingple,>=.,pere<;en=.e„aed,er SCALE: SEE PLAN alc+dhmom ouhmmed with the pemue eppYeaoon Thepmpcced hu3dtng hn.-been desigredmmese ehe 2010 kew York Stsargy y{ oneetwna,Concxuctien Code rcq trementh m RESaSeek Yev:ian 4 62 ertd m comply wieh the mendnmry heghmem 8.-ted to RESohoek Inzpecnon Checkly-n core-_ hhetYm ems- 2 2� SHEET NO: SQA 07 50*1 P rojectTide Reportdaw 10!20116 _ eta filename:UnNded.rck Page 1 of'1 E,--- M C H Deslan Services www.mchdestanaav'ces.com phone: (631)298-2250 V29 r L email: �� ----- -m a michael@mchdesignservicescam OCT 2 5 2016 BUILDING DEPT. 00 O TOWN OF SOUTHOLD00 ------------- KITCHEN 1001 121-011 I (2)2X6 HDR (2)2X6 HDR t (2 W 4X4 POST O (TYPICAL) p 2'-6" �a �a Z w 2'-4" FAM I LY ROOM A r (31 2X6 @l2"OC e, _ O rt ° EXISTING - -------------------------------------------------- C/1 O SCREENED I••�-. w �i w N = PORCH0 �-'—� i2E5lctneck Software Version 4.£.2 LIVING ROOM ® A Compliance Certificate o O roJect (2)2X6 HDR DEN BUILD FLOOR V Fr�l BE FLUSH WITH HOUSE V J00 W namcode. 2010 New Cork Energy Conservation —tron: Suffolk County,New York Ir/ O antovicean Type• Single-family -------------- r miectType: Addition Puente Zona: 4 45750 HIM �,� emdt Oats: ------------- 0 _ _ _ _0 r onsuucuon Us: O_wneNAgear DeziG aedCong tor �o p HASCUI RE5105."106 95D OAK AVENUE SOUTHOLD,NY _ - y..;i„yq_g:S• r�`;� 7 ,r! .C.r PF,a4'• n+!.:ti.fi t„�Y —pin t.M eemThan cods MXIM nUrc 4L —.k 41 fio Ytl�anmree"nihva rdamem errama"-efam tiaa tlnawaLhMen mils MaKA No 1Da6 erorrmr'd.eut.AinYsd.nVarmvramNW.m.mnim.RAneb�e>r :"velope Assemblies w r nw` _; =k , r PROJECT NORTH 1ST FLOOR PLAN DRAWN BY: MH Noor 3:All•Wood/o:at(rremzOverUMandrcioned Spam 72 14o 00 r"Zi�aoso 4 5 N SCALE: 3/16" = 1t-0" Nall 1-Wood Frame.If'.e 220 230 00 0 082 17 E erdor l:Wood Frcma.DwAle Pans wth Lo-5 14 0220 4 10/20/2016 Ha112 Wood Frame.IS'— 129 no 00 0 082 9 �� NES, Frmdor 2.Wood Fmm 0-ble F—rde tor$ 14 0 320 4 e :e8m9 1.Flat Csilmg arScF�rTnec 72 300 00 0035 3 s mpfia mSteeement,1,aprapasedbu0dingdellyndeamhcdhemF•rmer.:utenterid,e7u�uddingplw,opecdimoona,aidother �• DEER O� SCALE: SEE PLAN elwdetieno oubredemdmsh the permit eppl¢avon The propattad hu0dmg he:been deelgnad m meet the2010 Hew'rork Energym bnaeevaemt Cemtevedan Cede rcqunvnenee m Md vk Venion 4 E1 erd to aamply rrth tho mondamry requirement�•sedd O ae REScbeck Inepeedan ChetLict (o oma- gneturcat1;—e > 'A o N SHEET NO: 072 OZ r �`'pf inject Tide:• Report date- 10/20Q6 _ rata filename:Unuded cck page 1 of 1 )41 I 72.1 SQ FT.AREA-@100% RUNOFF,2" RAIN/HR=12.04 CF MH1 [(1.5GPM,0.01 CFS)45 GAL.VOLUME TO STORE,6.O2CFX2] UU INSTALL NDS FLO-WELL DRYWELL: Design Services 40�O3 �Z O C AE EL. 7 ZONE X 1 -FWAS24C 24"dia.COVER C , 1 -(3) SECTION FWSPS FLOW SIDE PANELS 24"X 25-1/8" INSTALL w/3/4"-1-1/2"CLEAN GRAVEL 1'AROUND AND UNDER DRYWELL.CAPACITY.3537 CU.FT. W vwvw.mchdesignservices.com 140.0 0 l phone: Z : : 0 (631)298-2250 0 - W �r 0 1 email: LL 1 11 , michael@mchdesignservices.co O O I I � 1 1 ; PORT-A-LAV TO REMAIN ' ON SITE FOR DURATION _ O OF CONSTRUCTION M B r/ , O A zLr) `a o ur) Ln w a o A N co No GN N N EXISTING CONSTRUCTIONTOREMAIN ONDS TE FORKEL u 1-1/2 HOUSE F O 'J DURATION OF CONSTRUCTION z w FF EL. 7.5 o w w 1 0 U N Z Z w 0 �, Q Q z w A d- w � > w V — cn z 8.1' 6.1' NA 144 SQ FT.AREA-@100% RUNOFF,2" RAIN/HR=24.1 CF i \ 4'X 4' �� A [(3GPM,0.01 CFS)90 GAL.VOLUME TO STORE,12.O3CFX21 1 1 \ SHOWER a ` O zl I 0 INSTALL NDS PLO-WELL DRYWELL: Z'"•' ` O } S 1-FWAS24C 24"dia.COVER �� FTI 1-(3) SECTION FWSPS FLOW SIDE PANELS 24"X 25-1/8" w ® INSTALL w/3/4"-1-1/2"CLEAN GRAVEL 1'AROUND AND U� , r00 UNDER DRYWELL.CAPACITY:3537 CU.FT OI 1 v 0 1 1 _ 56.6' ^ �1 1 .' 12.0' ' �� _�` 0 1 �{... 84.0 �� ONCRETE�1 i SOIL � V 1 li;�I( WASHOUT; ILOCATIOq _ 0 Q 31 711 1 I ,-- Ln I I � HAYBAYw/SILTFENCINGI� TT__ _ _T T T T LIMITS OF CLEARING TO BE 1.-I��1_-E��_-J.-- - -•-•� -- - --+--'--I--+^-I--� �+ v� NO MORE THAN 21YFROM LIMITS(OF CLEARING PROPOSED WORK AS Ln INDICATED ON SITE PIAN 1 N 44°35'20" W 140.000' S ITE P LAN_ 1 " = 101 SITE DATA: SEQUENCE OF PROJECT: DRAWN BY: MH DESQ11FTM: SQ.f1.wk l01MGE MUTE FflL• t HIS aIIRX(How OFAInvwsin wmAsYEmEorsuttUKWwR%FFIFISMAS1YMwilll, 704(1117QF NE(�/ 17 IF 1111IARMN R 17611101(0110)(11011 F110110 AUSI IM RIM UNIX N 10(111016 1 M MIMPMMWO W5..CHIM00 P1E1 NAYS BEEP NOR9 UN YR711M11 FMA UMIMCOAA )RIFN PLQ�`(r A PoPMp Tt,P6MA - MNE WASWr�/OYW Of CM6RIgMXFOSIS TMH IN My AS NOW,,110 X09 t"AS001 AS � '\' C, /r D��If0 � �� Bpn11111AM - - - 7A:IAA LLAII"ANl 1M III ID ON OF RIE llB SIIF-00 MI MNF OY011 HIS MER PROW L114927 MFM YIM fFII%III 0rM UNIBS.RIME 1!718$OM ME DRM-0B Of 101310 Rw Mull,N AN MIDI EAMIROM67 AIFIM SW�.R 3111110 A NRAIMM DIN SIR NII M 15TLELM i WRISM kw.I R.AIm(1011(1011(101101 yWIDIf MMAlAMCE 4- N1111MWMHYFNM.IES MMiE 101 SIZEN LL I M1111"DON)"CD6SNUNONDUMISIRANPNB1Y10Mall IF AM Million"is IMPIR9 E➢BS.UR FSOP B '� I✓ ��,��,1•0,d ,uj am WE IN7.6% 95", 3 wCNSCALE: SEE PLAN - NM.RAYAI7 SDR 71ERRAM®M SIR M NMIIT7 M UR NAA MTM MMI7N IOP MPO MCI .�r ' 1�' 7RMYF YYRMLLXIM pHy M NE RMI RWS rNIA M SHIM OFF SIE C011RlE�l AAO IY(AYAMR � • �i MONO YRMI I(�OPMIRESIMOHMIFIRORW,11®SnIENIHAVkE p119111MdI'MVIII1@061 BE �^ ISHIL__ Y! V BB WOOL RMKI SIMS,1111111111)am PWM YNE7EYM IMILL ��On O' 07 L•,O �� RME Alm MSA 12% SN.YO IN YO. EIMYAMN WNIO N M LM M PEEL SEI 00101 BMSA AW RFA IO TAYARM OYM DIG ["Dim Hall AGMPLOW RR 01191,(SIR HI Y 3.4 Fill AM WWOYIIX ROM MR Ali VW SHEET N O M Ir 6F OE9M N FSAYAIMN 116 7FI W MSL dER 0K BY 3-�FKI 11 N RB F1er11pX 6M78 MIAYMFI,Mf SMEs%IBI OE AQM 011h'MOS 111 rs MMR INMiF IIOrt�R01O InuuA f?i 041181; 1 - 311 1L E7.Y0. R0.ISME MUMUYIAOM F1R/YeR OF NIL II(Y IOIN IRERMRBAfE-RF MIMF 111011(7 ME IMI M41ML 111!1011 NIX A 19 OK M 2I(�IfY SOR�MDIIY1MS M.W M60H)VU IRE M AM160 N01 MUDS FEET M A AOPED SITE IML 1 RMI% 1P1% 17.10 311 Y0 6 AMA YIM MNMF NN@OL MAMI M1WEIlf LLYO SENICFNFM7I DIMMR[ONIIMNIM.E111IERS Al10M0111M10 W M 0.1NG1Y MAAO®1TMES C&AB77 OF M,IM WM%MO TO M M®p ORYY75 ATN6 ME "MM RM0R1K ww WAD,MS EU 106E NSIMI® S ROW(JAM FTOFlu MMR 1a(am MR 014004 to w WHIR SRE MAA MIRE LLON 111l (WW@F 7S961F)M IMID MSFUl AWAY RM 71EN771NR 141(1 MM 0111 MIS 011111 WKS WISH S ORYPZ MIFQUII®W on ii MII CAMW1 WWINN MM MEL MEETS&BOUNDS BY:KENNETH WOYCHUK LAND SURVEYORS DATED:IAN.8.2014 1 � M C H S400032011 E AE EL. 7 , ZONE X Design Services 1 LTJ40 www.mchdesionservices.com 10 O' FROM BULK HEAD .Q 0 0 hone: (631)298-2250 I _ ON email: 1 michael@mchdesignservices.co 1 Ln .- PORT-A-LAV TO REMAIN 0I ON SITE FOR DURATION _ `! O, I OF CONSTRUCTION V- M 0 Z N ON 1 45.5' N CONSTRUCTION DUMPSTER EXISTING I TO REMAIN ON SITE FOR O 1-1/2 HOUSE DURATION OF CONSTRUCTION W I FF EL. 7.5 � ` _ �- o I � ;�N w 0W � � L z I ` 144 SQ FT AREA � ® � w 01100/RUNOFF:24.1 CF INSTALL FLOWELL DRYWELL 8.1' 6.1' No.33-49-23,24"dia. N 81.2' 1 CAPACITY:47.79 CF ^" 4'X 4- i i ISI I \ SHOWER ME kD I I � O Z 1 1 O � O \y�.1 1 I Z //\ E I — / O v i i \\ 1 La��x\a ~ M��/R� �I O U I I ,111 -R W O I 1 I T U 51.2' 89.1' LL -`� < O 12.0' �'--'. .'--'� N �r-I I tONCRET , SOIL 1 I ~ al WASHOUT; ��OCATIoq0 - -- - ---I--C -1-- --I--r- --I--C-�� O `" LIMITS OF CIIEARING 14- HAY BAY w/SILT FENCING LIMITS OF CLEARING NO MORE THAN R FROM 100' FROM BULK HEAD INDICAPTEED ON SSIITE PLAN u N 44035'20" W 140.000' PLAN- 11 I ` 0 SITE DATA: SEQUENCE OF PROJECT: APR - 7 116 D"N BY: MH DWIN* SQ.11.0f: LOTMMGE MUTE Fk 1 91 REARING.ULNI 01 ANIAUA SIR WRY HIWD WAIT DOUBTS,WASTES.%1 FORK AT RPOIIxO H1NNN{ PH(HRIfil W BE MAINTAINED OPNA lINON 0107SNJ(IION rGVAIIDN AUSI NII BE61N MN INE SWIMS aOPER6R7Ol1W WAS,WILL ND PIPES RAYL BINMRrE0 M 011111.YERIFNANON IRON URLIIY EOVANBI RIF IRI SCRIPT), 1129A.04 SF ARLI B(LAR 11E911 INF SIN 11 FIT![20.25 LEL[IN APRILABIR IATA INE PRIOR P RIVER 00 NOT(IOR OR[SOVIET 4/5/2016 FARES AREAS N FIR IN(MAKE a 11WRULRON,DMDB WEAPON MY AS HIRED,CHIN RESEO a RIPIANI AS ANN AS BUILDING EwYPA� PURIYWEIONM MHINAL FAR FQUPAINI BARON NN OUT OF IALJOB SHE DONOIDRFUM LNROREOAPLAS PROIRTINBLBARID EPT. AREAS NRI RN(N6 a 01HR BAPRIEN.PIKE BARRIER/RO:NO N[DRIPANE N REFS NI PREVINI NDRY O B PORI BBAB All Of %DlQnT MITA If A PERMANENT DMI ON NOT BEINS IND NHaF(OP10)(0RI BON{A UPWRY TRAVEL DRIVEWAY SHOULD BE T�'(5716.T OF�(� �.i.v 1M,,,,. ROUND NSDPBAN(I, ./ INSTALLED WERE VENIRES ENTER NE JOB SIZE TOWN a v 1 PNWINN(MIROL(ONSTIMURN SHANDY ANO PORIAIAY N BE M SIB AND AANIANID"ING IMM OF Al SCALE: SEE PLAN IYISRNA TIM 116449 95% 1 BL(MnBL RUVAIN SOIL N NRRANED M IN AS MUD M EIB PAI KRIM AS AIDH AP A0.AS POSSIBLE TO REHM OF MMMOIAI QIIWR OF THE PROIRT SID OW FBI 10 BE SNMO OFF HIS MIAMI AND UffliMR SMALL 1W9H1 PROPERTY IU FNSMA WHOOPS DOOM DURATION BE6N1{W DOW,WM 24[NO Of LE IDY MUST BE Dw BY No WHIM IIx MR AB B RMM,Bit NE 911 FNSL YO no KA N NO A SNE IaADM WIN L SHORT N OIBLOW FROM WAS,BO YN NIB PWB WHENEVER POSSIBLE NEW.,"_I0.010f[OQaIl01L R49 11% Sl0.m 100.PO EYOYAt"allin 15ELYONPoRBE9F REYAINNNN[NMARY oFlu UALA(AVIDERMERNO `V`/ 1_ SHEET N O. A).FORMA IF N0N WIN N ES DURTI O561ro RIfldWFIRING BY 31iOMR IBOPROYB BOM IN u1.WON /O 919 m MTI D'urivaBAFIEIRRSS,MERMBY 3-IEA. ` C BJ M BA LBAr1NM N DEOSH PLAN/HN,NE SIXS MINI IE AaFOOUMRNII7450[RFE IXNE IPOH 4 fffIR C INSTALL NNRNE � � PMStD WHITES, I mm IOIn Ix[sanuvANBL EIDAVI9 Bink BINK B1NIANRLa ROOK-BMNLiIWN0N 14ILM BSNNL MAW CO O BAR TO A ROPE 0111 MBY sBLE(WHOM S ,(W 1)AM WHO NORMA EST MID NOT MILE)MILE)SFlu d I$[on - ` v• `kms/ TOTAL IRA 49 10.1% 1OR.YO. 301 4 SMMWAIRMITCDN NMIO SIALI DRYRIS SBa PN6 I1 NIM@)BJ (RNINDipM GJDOAN DOWN w 9WIS r ' RIP' � BI BE IMNILILY NSIALLED IF ME OF(OVRUM OF 10 NB DMIRPOTS N N PPO N WHITES AT INS ME u,1 UNOOR0JN0 RMN IItRRIL WATER,LAS IBJ W BE INSTALLED S 111 MAKI M TONAL RISE 10 CONTROL MIT DPRINN M STAY WINK SIB NIMH WOE ALME PRIORITY ` 2 (WHERE PonBR 01 LAM 01111TBAM(E AWAY ODM W116KCAING PRxLRIV AND ROADWAYS INSTALL(ADD IMPIS VIM ,^ W. /VA AS MYWRLS AS NQUOE010(MNOL RUNDFT THAI(AMN SHAY WITHIN DISILAND ARIA V.n MEETS&BOUNDS 0 50 BY:KENNETH WOYCHUK LAND SURVEYORS DATED:JAN.8,2014 ARS ESs1RH 0NP� L M C - H Design Services www.mchdesignservices.com phone: (631)298-2250 email: LB michael@mchdesignservices.coEl A `. fill EAST ELEVATION SCALE: 3/16" = 1'-0" i W w O w �D Q A w � P4 Q � 0 � ° ° jCD HLn EI 00 Ll WEST ELEVATION SCALE: 3/16" = 1'-0" i i i DRAWN BY: MH 4/5/2016 - SCALE: SEE PLAN ° pE wCO Y0 SHEET NO: 77 W SOUTH ELEVATION O 72502 SCALE: 3/16" = 1'-0" R FESSIONP� �... � M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.co O co 121-011% Z W \ ( w- un 10"dia.CONC.PIER p - ------------------- --3 =3= ====_ = _____-= _ _______=______ w/BIGFOOTFFG. _____________________ ======_======_= i= - -- _= == ^ 1� Q O LD 3' BELOW GRADE O,' O 1 1 \ , I N \\I CZ/ �� I 1 ! LIA ' 1 (3) 2X6 ACQ @12"OC °C O I l7 1 I i J (ALT ,�2�2X8ACQ@16"OCZ___ ul 01 1 00 cc) ' �-w N cn O , 1 --L-------------------------`,-- •_ ISI 101-611 611 11 011 I I O S W N PROJECT NORTH FOUNDATION PLAN E SCALE: 1/4" = V-0" DRAWN BY: MH 4/5/2016 SCALE: SEE PLAN OF NEW DEF �.�� SHEET N O: O W SQA 2 R FESS\�NP A M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.co O 0 121-011 (2) 2X6 HDR (2) 2X6 HDR (21 WA wQP 2 I -4X4 POST (TYPICAL) O W v U � (2) 1-3/4X5-1/2 ML @12"OC Z W O EXISTING W ►�'{ O N SCBE el Az PORCH Q h-�I 44Z (2) 2X6 HDR O O Q --------------- 0 ------------o ------------- o WALL LEGEND r--------------I --------------, WALL TO BE REMOVED EXISTING WALL W 1ST. FLOOR PLAN NEW WALL S N PROJECT NORTH NOTE: SCALE: 1/4" = 1'-0" DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL E [INT:2X4=4-1/2",2X6=6-1/2",EXT:2X4=4-",2X6=6"] DIMENSIONS OF NEW WALLS ARE FROM STUDS [EX7-./INT.:2X4=3-1/2",2X6=5-1/2"] DRAWN BY: MH 4/5/2016 SCALE: SEE PLAN ��of NEVVyO % �� EE��-0 SHEET NO: �s I C� w SQA 07 02 R ESSI M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.co RAILING PER CODE Q 5/4 DECKING OVER 2X ACQ SLEEPER ON M EPDM, FLASHED ON 3/4" EX.T TSG SHTG. (3) 2X6 ACQ @12"OC U W O o Q w � N p 0 r� Qi o x p p'nE-+ U �D O 29 4 DECKING (3) 2X6 ACQ @12"OC (4) 2X8 ACQ (3) 2X8 ACQ 4. GIRDER GIRDER a a 10"dia CONC. 10"dia CONC. 4 Q PIER (TYP) PIER (TYP) D . BC24 BIGFOOT BC24 BIGFOOT 4' FOOTING FOOTING ° DRAWN BY: MH 0 4/5/2016 SCALE: SEE PLAN SECTION 3 r✓ SCALE: 1/2" = V-O" ��OF NEVvr , � , R� SHEET NO: CIO, o� R ESS\ON M C H Design Services WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWINGS OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. www.mchdesignservices.com 4"MAX KING STUDS hone: (631)298-2250 4"DUI.MAXIMUM CRIPPLE STUD CLIMATIC&GEOGRAPHIC DESIGN CRITERIA email: RAFTER GROUND WIND SEISMIC FROST WINTER ICESHIELD LEDGER SNOW SPEED DESIGN ATHERIN LINE TERMITE DECAY DESIGN UNDERLAYME FLOOD michael@mchdesignservices.co RIDGE HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE TO HEAVY MODERATE z f RAFTER JACK STUDS RAFTER-TO-LEDGER CONNECTION HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RIDGE-TO-RAFTER CONNECTION LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16-OC WITH WASHERS RAFTER SIZE USP NUMBERI DESCRIPTION APPLICATION LOCATION JUSP NUMBER DESCRIPTION APPLICATION 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. STAIR RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 189a.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH LACK STUD All fasteners,hangers and anchors to be galvanized or stainless steel. ROOF I LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER I 2X10 I LS210 118ga.SLOPE HANGER JAPPLY TO EA JALLOPENINGSIRT30RFZ771 TYDOWN ANCHOR JAPPLYTO EACH CRIPPLE STUD 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nu s. Girders on concrete piers shall be anchored with proper steel connectors anchored 1-1/2"SPACE into concrete with a minimum 1/2"die x 7"long anchor bolt with washers and nuts. MINIMUM 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete footing.Use a minimum 1/2"dia x 7'long anchor bolt with washers and nuts.Footings Sha HANDRAILS RAFTER be 3 ft.below grade. 4).Deck joists to have blocking at 8'0 o c.. RAFTER 5).Flashing shall be installed between the building and ledger.Lapping up the sheathing and over the ledger.Ledger to be fastened to building with 1/2"dia.bolls with washers POST and nuts at 16"o.c. TOP PLATE TOP PLATE 6).Concrete piers shall be a minimum 6"above grade. BALUSTERS 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored WALL STUD RIM/DECK JOI to girder(s). ° OPEN BALUSTER ATTACHED TO WALL WALL STUD ° 8).Covered Roofs shall be assembled and anchored the same manner as a typical building 4) 9).All metal connections and fasteners in direct contact with ACO shall have the proper HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION protective waling from the manufacture. ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLA DE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH CONNECT TO RAFTER/PLATE RTIS TYDOWN ANCHOR RAFTER TO PLATE POST-TO-DECK CONNECTION NAILING SCHEDULE CROSS SECTIONAL DIMENSIONION,,OR THE SHAPE SHALL SHALL NOT BE LESS THAN NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER CONNECT OVER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS PIATE/WALL SPTH4 STUD PLATE ANCHOR PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD ROOF S H EATL I N NAIL W TACH RAFTER JOINT DESCRIPTION Qom, SPACING NOTES STRUCTURAL PANF711 8d AS PER TABLE 3. ^ z 4"MAX. W FCM-SBC o IL/�—'1\■! 4"DUI.MAXIMUM i» GIRDER/HEADE ROOF FRAMING: �r z GIRDERMEADER Z ° JOINT DESCRIPTIO CITY NAIL NOTES W JOIST POST/COLUMN—° RAFTER TO 8'WALL:3-8d COMMON EACH _J TOP PLATE 10'WALL:4-8d COMMO CEILING JOIST 8'WALL:3-8d COMMON EACH RAFTER TOE-NAIL /`�� (^�. •• ,, f° POST/COLUMN 70E-NAI F� O TO TOP PLATE 10'WALL:4-8d COMMON JOIST O CEILING JOIST TO AS PER TABLE 3.7 EACH FACE GIRDER/HEADER PARALLEL RAFTER WFCM-SBC LAP NAIL O CEILING JOIST LAPI AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL , POST-TO-GIRDER/HEADER CONNECTION Y ) COLLAR TIE AS PER TABLE 3.4 EACH FACE LOCATION USP NUMBER I DESCRIPTION I APPLICATION TO RAFTER WFCM-SBC END NAIL SPLICED JOISTS OVER HEADER/GIRDER 40 SOLID COLUMN PBS44/PBSE44/KC44POST CAP ANCHORAPPLYTOEACH COLUMN BLOCKING 2-BdCOMMON EACH TOE DEGfVF°ORC,H RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TO RAFTER END NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION HOLLOW COLUMN SIMPSON STRRI/2 H.C.ANCHOR APPLY TO EACH COLUMN RIM BOARD EACH END v J JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST USE MIN.(2)1/2"DUI.GALV.BOLTS WITH WASHERS AND NUTS TO RAFTER 2-16d COMMON END NAIL r^ V J 0 STU WALL FRAMING: BEARING PLATE GIRDE JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING ® TOP PLATE TO PER FACE NAIL TOP PLATE 2-t6d COMMON FOOT WOOD JOIST TOP PLATES ATq_16d COMMON JOINTS FACE INTERSECTIONS EA.SIDE NAIL STUD TO 24' FACE 2-16d COMMON LEDGER CONCRETE PI STUD O.C. NAIL ° GIRDER/HEADER HEADER TO 16"O.C. FACE WOOD JOIST WOOD JOIST HEADER 16d COMMON ALONGEDGES NAIL TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x FLOOR JOIST,BAND JOIST 2-16d COMMONPER FOOT FACE NAIL CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH FOR HEADER HEADER/GIRDER-TO-POST CONNECTION END JOIST OR BLOCKING LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @36"OC WITH WASHERS THE PROPER STEEL CONNECTOR. OR BEAM ILOCATIONI USP NUMBER I DESCRIPTION APPLICATION IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. ROD REQUIRED (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR JAPPLY TO EACH PIER FOR SM (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER DECK FRAMING: FLASHING TUCKED UNDER NAIL TOP PIECE OF SIDING AND JOINT DESCRIPTION QTY SPACING NOTES LAPPED OVER FIRST CONTIN. JOIST TO: PER TOE SILL,TOP PLATE OR GIRDER PIECE OF SIDING BELOW THREADED ROD 4-8d COMMON JOIST NAIL 1/2"DIA.LAG BOLTS W/WASHERS CNW COUPLER NUT BRIDGING TO JOIST 2-8dCOMMON EACH TOE END NAIL CONNECTED TO BLDG.016"OC POST BLOCKING EACH TOE MINIMUM TO JOIST 2-Sd COMMON END I NAIL WOOD JOIST END DISTANCE DRAWN BY: MH BLOCKING LA 3-16d COMMO EACH TOE BLOCKING SILL OR TOP PLATE BLOCK NAIL FLOOR FRAMING " A o'• TO BEAM JOIST NAIL 2x JOISTS _ LEDGER STRIP EACH FACE - � -o 'o BENS MINIM � " 3-16d COMMON 12"x12"x12" JOIST ON LEDGER PER TOE 1? fig;'' CONCRETE FOOTING " TO BEAM 3-8d COMMON JOIST NAIL 4/5/2016 WOOD GIRDER ,r"" "r"" BLOCKING FOR BAND JOIST 3-16d COMMO PER END J015T HANGER " > ` TO JOIST JOIST NAIL LAG BOLTS 'o - HOLLOW COLUMN UPLIFT BAND JOIST TO: 2_t6dCOMMO PER TOENAIL ��q/� RIM JOIST/BD. o " SIMPSONSTRONGTIEMODELSTRRI/2 DECK POST FTG.CONNECTION SILL OR TOP PLATE FOOT SCALE: SEE PLAN SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'SRECOMENDATIONS PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ILOCATIONI USP NUMBER DESCRIPTION APPLICATION DECK/PORCH LEDGER CONNECTION USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING 6X6 POST IPAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING °FD�wy0, SHEET NO: �5 Rio A� * Q 1 (P m LU 2(P r� OGS AR ESSIO 1 M C H Design Services �I �� NOTE61). WIND FRAMING NOTES NAILING SCHEDULE PLAN CONtENTS:GE' `� L RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION www.mchdesignselvices.com 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTIO NAIL NAIL NOTES UILDING USE phone: When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT (631)298-2250 TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH TOTAL SQ. FT. OF CONSTRUGTIO email: intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAI for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters PRESCRIPTIVE AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND michael@mchdesignsefvices.co State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST 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 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d 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 EACH END (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4),WALL ASSEMBLY TO FOUNDATION: TO RAFTER 1 2-16d COMMON END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) so WALL FRAMING: 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under Construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS (ANY DIRECTION) 200 QTY. SPACING precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt PER FACE NAIL EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT 4-16d COMMONJOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE t GENERAL NOTE PAGE INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exteri STUD 2-16d COMMONO.C. NAIL EGRESS 5ym SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE SEE FLOOR PLANS HEADER 16d COMMON ALONG EDGE NAIL (SMOKE t G02 DETECTORS) such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS QQ RESCHECK BASED ON 2010 NYSECC 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: CLIMATIC (�c GEOGRAPHIC DESIGN CRITERIA w FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropria FLOOR JOIST,BAND JOTS 2-16d COMMON PER FACE NAIL length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1, 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD r , determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERL HAZARDS V Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRREDED 2).All footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000psi)interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES - OTY. SPACING MODERATE SLIGHT TO Z 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 YES 'F^tel 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE rY 9 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-8d COMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: concrete or mason walls occurin in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDE JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE l� Z 4).An new concrete walls being attached to existing concrete structure shall 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE Y 9 9 with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be installed with#4 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 FIEL T, 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3 poured Unless otherwise noted,all slabs on grade x wire e m p rel Concrete to be TO JOIST END NAIL SEE NOTES:1 BOTH FIELDS �� 7 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: ( ''_+ to be minimum 3-1/2 inch thick.All fill to be compacted to 95%"relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. 3-16d COMMON NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL W along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 ^ 6),Crawl spaces to be provided with r minimum x24"access opening.Install one 3-16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft. ooattached with the above requirements. TO BEAM f area. JOIST ON LEDGER PER TOE NOTES 1:4 7).Dampproofexterioroffoundationwithbituminouscoatingasper DECK AND COVERED PORCH NOTES: TO BEAM 3-8dCOMMOM ,JOIST NAIL 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 ACO pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O 0 O 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. c x 8).Drainage as per town and N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMO �i Ln g p p proper SILL OR TOP PLATE FOOT SEE NOTE:1 2),Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. iir.��i 00 it Girders on concrete piers shall be anchored with ro r steel connectors anchored FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF 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 framing techniques and methods as prescriptive design of current SBC High Win ) Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL 3).Tabulated 4 inch o.c.nails spacing assumes sheathing to rafter/truss framing members with G>0.49.For O Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING P 9 9 9 below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3.fframing 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. p g STRUCTURAL PANE 8d WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING. NAIL SPACING NAIL SPACING AT INTERMEDIAT SHEATHING LOCATIO 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. JOINT DESCRIPTIO SEE NOTES:1,3(BOTH FIELD Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD where needed. GYPSUM 7" O.C.EDGE 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fi. WALLBOARD 5d COOLER 10"O.0.FIELE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 Bearing wall headers to have(2)Jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)•All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL openings between 4'1 and 6'0 and 2x6 wall openings between 611 and 8'9.Provide firc to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building STRUCTURAL 8d COMMON AS PER TABLE 3. 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7116*OSB 3"0'C.EDGE 6d COMMON 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu 9)•All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD W O.C.FIELD Floors to have ceramic tile installed shall be verified for proper load capacity unless not onstruction Code. GYPSUM 5d COOLER 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 10"O.0.FIELD 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: NOTE: 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitt STRUCTURAL PANEL 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. needed. HVAC SYSTEM NOTES 1"OR LESS 8d COMMO 12"O.C.FIEL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1) Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACO. COX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF FIREBLOCKING REQUIRED 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloo 2 HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ) y q and to form shall be provided ar cut off all concealed draft openings tooth vertical and horizontal) /� equipment supplier. and to form an effective fire barrier between stories,and between a top story and the roof space. DRAWN BY: MH over subfloor as per manufacture's instructions. 1).Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. ).HVAC subcontractor to provide final system layout drawing and submit it to the General p g g 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls a is nailed 3"on-center at the panel edge to obtain higher ontractor and owner for final review and approval. ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and Floor to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 4/5/2016 such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, SCALE: SEE PLAN to be reduced tot-16d nail per foot. drop ceilings and cove ceilings. 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates t43).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces under stairs shall comply with N.Y.S.Residential Code. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ��O YQ SHEET N O■ flame and products of combustion. f�P J• EF�i 'coP 5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code. Ai •, m w fid, � • �.� SOA �25 �r,�W, FEssii 7.11n,4 CORDES OF M-V Y 8( TOWN CODES DAT AS REQUiREDI`V'Ir--'-!3��JS�OF F j 7 P'T 7! :?-1 a02 cA', 'CC) Yiitvi F0*-1 THE �,,,IuOARD C H TWO F;1- -11-r-D Design Services S40 AE EL. 7 ZONE X -� I 003120" E FOR POURED COF,1CF:'7E 2. ROUGH - F1"A1'1':%X; & Fi.UIDIING 3. INSULATIOIN L-Li L 4. FINAL - CON7RUOTION UST www.mchdesignservices.com LIMITS OF CLEARING 'E -� 7� one: 100' FROM BULK HEAD 14o.000f P COME I PLETE FO C.G.c.n-. ALL CONKRUOTION SHi"ILL tIEET THE (631)298-2250 21 S(�..- A A- REQUREMIrENTS Of THE CODES OF NEW 0 �-4 @100% RUNOFF:12.1 CF YORK STATE. NOT RESPONISIRLE FOR email: 0 (12�3,98ACK) b INSTALL FLOWELL DPYWELL ESIGN OR CONSTRUCTION ERRORS. michael@mchdesignservices.com uj UILDING ENVELOPE No.33-49-23,24"dia. 0 C; CAPACITY.-G.CCUPARIMA/ u') , a- 221 u LLJ NUT OR RETAIN STORM WATER RUNO 'F P? z 0 PURSUANT TO CHAPTER 236 uj (D Ln z 0 OF THE TOWN CODE. > z z WITHOUT CERTIFICATE �,o Ln Vol < i�? Lu LU �q Lr) Ln OF OCCUPANCY U-i Z l m� i ILn 5 q;l-: ON 455- - o % L 0 r CONCRETE 0 1-1/2 STORY HIl$USE WASHOUT z% FF EL. 7.5 % � IJ < wa_ I < U-i Pq 0 Lu I I uj 0 --I "I > O_ U I0 CONSTRUCTION DUMPSTER Lu z LL L-1 Lu LLj Lu > TO REMAIN ON SITE FOR 01 0 IZ DURATION OF CONSTRUCTION > Z 0 �-- w z Lu r`N4 (9 0 0 Ln < L <m i -� I I T � J d- A w l P Ln z M PORT-A-LAV TO REMAIN ON SITE FOR DURATION (D: Q A OF CONSTRUCTION Z F- L < LU 4 O Z 0 --J u LL HAY BAY w/SILT 00 FENCING 0 < UM OFCLFAPJNGTORE N MORE LIMITS THA.IO' �-4 O0 PROPOSED WORK AS I I INDICATED ON SrfE PIAN I I L (15' SE—TB CK) BUILDING ENVELOPE It SOIL 0 F- 0 0 Ln LOCATION L 'q- '41 0 V) Ln 100' FROM BULK HEAD LIMITS OF CLEARING N 44035'20" W 140.0001 S ITE P LAN- < ill - 101 SITE DATA: SEQUENCE OF PROJECT: DRAWN BY: MH DWTWE SliALAUL 10TW9Ba DOVATE IAL 1 99 MAIM OURANq OF NI RUN WF VW AS#MAD 1151111 WX PAM 11,EFII FFM%IS MIMED UNIT MIER I'M TO BE MINTAK)EARIFE[RAN 0;(17NERTM FRUVAla BERT NINE 1901 IMF WE MOTOR OF IMERRM WK(ABtfS AM FIFS 14VI KEN!AA@ OR LIFE MIKA["ROA LEMW WAKS IMI 0 PNPRIY.- 11M6.04SF ARDII(LE&I ClEARTRIMAILUITZ0 25fglgfAPKUOROAPAM)RI1ERIAMOON7I(IF90tMVAN 1/18/2015 wu-I1A1IwMTwK IN NWIV Magi-BOADINNE am MCIIALIM"RO%nmwm fSMA AfFA OF "IQ FL MRA FAMMOIDINICINNN otmum*mmwm wit,A MIMIMMIAC 'Wow I. ONVEHagoilaimEls9m I PERM RXIM RMWIM PUMP w"WAV III K 04 FIRE n"MAN""A wm of Mw SCALE: SEE PLAN wnKmERE M239 89% 3 SRI[MHOL 1MVITIM 0 W It WANR M 99 M MOB X A PUN IVAN IS AVI?0 SDI A PMF 110 FMIM IMF M&GAIN11 JUMPY NINE WAI SRI FrI il W ED BE SNIRM Off P WRIM 0 FOV10 WAIt MI MKPFY KI WANK MINE]IS 1E01 MVAIN WW ANY DK;t%WERN 14 BEHR OF UNITY AUET It IXE%BY NW WFM M V W 6 NKERVM,MA K R fK AND M REW M A&WE LUMBER WIN I MN N WAM M040 RK INRIM 011411 KW WMM PD NII N"AD" RIM 0614 Rai ye 4 MIR QUVAINSM 9 AS[MASMML IFIRRAT1111 IFMIPA RIM MbRIUMN ffMM 1)IFTHEIRPROFOGIFITIA 150"10110,WIRM BY3-4 FIE N.0 NORAVARIN RPM 1W(71kFE FAIWAMI NIMPRIMPIARMA1145MM IME WIR4.2 SHEET NO: "MM. " 2 6MYD. 30)1R. RMWYAWOU1111 N 1111WIDARAL10FAM-HAIRIIIINIKII M120K K50114 USULY o Mollym F NE�, IF 4 SUN WER OF ROW-MW (MRICIFMMIRMCNEIRKININ a"wDOWN VWB DIAL N1 MA1R10.Y MRON II (IMMIUMMMUPPED100mRuENTIAL (P IM"(ND MINE"IERW WIR,as,fu 19 11 MWED, A FICIVIRNAMON MIM PIRIBID OF IA INIMIUCA01116116101111 ORYVMS Is WID in Win UNIT MAT Low ILLY WE"wun 4111 m -4. MEETS&BOUNDS BY:KENNETH WOYCHUK LAND SURVEYORS0 DATED:JAN.8,2014 10 SSIONA U M C H Design Services www.mchdesicinservices.com phone: - — (631)298-2250 email: michael@mchdesignservices.com o low-no. LJ LO CW U � W � Z w0 EAST ELEVATION �) >q 4" _ 1 _0,1 --, A Z SCALE. 1/ w w Z w 00 U00 H i 0 i i i 0 ___w i r � i DRAWN BY: MH j 1/18/2015 SCALE: SEE PLAN ��°F "£"� SHEET NO: � 3. D P' SFF� ✓0� NORTH ELEVATIONVi.° *. LU SCALE: 1/4.. _ V_01f NF 0. V I FILL IN EXISTING M C H BASEMENT Design Services #4 REBAR @12"OC G AT FTG. D DBL.2X6 @16"OC I I www.mchdesignservices.com CONSTRUCTION1 phone: FLOOD ZONE CONSTRUCTION #4 REBAR @12"OC �10 (631)298-2250 £r AT FTG. PROVIDE 8X16 VENT(TBD) email: ' 7 a V a michael@mchdesignservices.com FLOOD VENT BLOCK OR POUREDeMWe INSTALLATION INSTRUCTIONS 121-011 16-1/4" ROUGH OPENING EXTERIOR INTERIOR W 1.8`PC WALL DAMPPROOF EXT: ALTERNATE S1 P DOOR • ► • UPPER STRAPS PROJECT NORTH FOUNDATION PLAN LOCAl10NS ON SI ES • REMOVED ► ► BEHIND WALL S N 2.16WCONC FTG.w/(2)/4 REBA [ �\ ►• ALTERNATE SCALE: 1/411 — V-011 `/ l 15-1/4"OPEN •• ;. SIDE STRAPS BEHIND WALL E 3.INSTALL q)FLOOD VENT. ► 112- n OPEN 1 • 1n n•. 11 1 2"x 15-1/4" OPEN OPEN 8-1/4" ROUGH ..,_ 16-1/4 HIGH X " " O OPENING L ROUGH" WIDE ROUGH OPENING OPEN OPEN FRAME 3 x 15-1/4 OPEN DOOR OPEN .� COR SHOWN OPEN FRAM •. ► ► •' BOTTOM STRAPS IN FRAME ► BEHIND WALL STRAPS GO BEHIND WALL 12" . AND CAN BE BROKEN OFF MAX ► AT SLOTS TO AVOID •► ,, , OBSTRUCTIONSLI • ► .. �� EXTERIOR VIEW FINAL GRADE •• ► SIDE SECTION VIEW DQ I 1 "'4 P• I 1 O I 1 O Q 1 1 W1. Prepare a CLEAN 16-1/4" wide by 8-1/4" high rough opening for each vent (1 block wide x 1 block high) with the bottom the hole no more then 12" above finished grade. A 2. Measure wall thickness and bend (more than 9 4 strops at nearest slot to the measurement from pointed end. F�� •' 3. Remove door from frame. (turn upside down, rotate bottom of door outward and slide out of slots) 4. Insert two straps into two top sets of slots in frame from rear. After pushing teeth through rear set slots, (� ONLY PUSH STRAPS ONE CLICK INTO FRONT SLOTS. Straps should have bent legs pointing up. O O W 5. Caulk may be applied behind front frame flange. Tilt frame so top goes into wall opening first with strap legs W going behind wall obove opening. Push frame into opening so front flange is tight to face of wall. KITCHEN 6. Reach through frame opening and install two bent straps through two bottom sets of slots in frame, trapping wall between front flange and bent strap. Squeeze all straps tight. Frame should be flush to wall face and secure. F�1 7. Check that frame is square and slots are clear of debris, mortar and caulk. 8. Install door into frame by grasping bottom of door(with plastic pins) and front (with smaller squares) facing up. Slide door into frame such that metal pins on each side slide into slots on sides of frame. Let the door slide down Q following the path of the slots, until they are at the bottom of the slots in the dimples. 9. Let the bottom of the door go so that the door rotates down into the frame. Check that door is latched on both sides. Ln O 1.1 SUMMARY ^ ^ ^ ^ w A.This Section Includes unit masonry assemblies conslsting of the Following: ————— O L Flood vents L I FAMILY ROOM 1.2 QUALITY ASSURANCE I I v J 0 A.Conforms to applicable BOLA,SBCGI,ICBG,and IGC code for automatic Flood venting requirements. 1- ______________^_---__--_-__-___-_---___---_---_- PART 2-PRODUCTS 0 2.1 FLOOD VENTS __ ____ A.General:Provide automatic opening two-way single height and double height vent activated by flood - LIVING ROOM waters to relieve unbalanced lateral forces on foundation walls, B.Minimum Opening:Ability to pass objects up to 3 Inches(15 mm)In diameter. C.Size:Designed to fit openings to modular masorry construction. DEN - 1 � ` 1.Single Height:16 x 8 inches(400 x 200 mm). 2.Double Height:16 x If, Imhes(400 x 400 mm). -------------- --------------- 16Ir-- ------------------------------ D.Frame,Vent,and Louver Materiel:Stainless steel,Type 3 ,Formed and welded construction. cl, I l BUILD FLOOR TO BE FLUSH WITH HOUSE 1 ♦ I E.Vent:Pivoting,solid Insulated face,perforated face for ventilation,removable. 1 I 1 1 I I 1.Free Area(Ventilation): 114 Inch(6 mm)square perforations:single:50 sq, in.(0,032 sq.mJ, I \` I 1 double: 100 sq. In.(0.064 sq.m.), I I 2.Free Area(Flava Relief):single 200 eq,IrL(o.lze eq.ma,double:400 eq.in (0.258 eq.wt.). % 1 (2) 2X6 DF#2 FI @16"OC 3.Louvers:Automatic ventilation louvers with bimetal operator. / 1 \ I I Off' I I : 4•Vent Operation:Sealed float releases vent on rising and falling water. -__-_-_-_--i ` j M F. Inetallatlon Anchors:Stainless steel straps,Four for each vent.No installation tools required. DRAWN BY: MH G,Maintenance Tools:Requires thin blade to release float pins. TW3046 H.Products:Subject to compliance with requirements,provide one of the following: 71_011 5'_011 1(�1/18/2015/1 O/2011 S 1.Smart VENT manufactured by Smart VENT,Inc, 1 PART 3-EXECUTION WALL LEGEND 12'-0" or SCALE: SEE PLAN 3.A. FLOOD VENT �--------------I 1ST. FLOOR PLAN OF N �--------------, WALL TO BE REMOVED A.General-.Install flood vents in accordance with manufacturer's Instructions,spaced evenly around foundation 1.2X4 STUD WALL @16"OC (TYP.) perimeter,maximum 12 Inches above grade to bottom of vent (2) 2X8 DF#2 HDR AT OPNG. B.Install one single height Flood vent for every 200 eq.ft.or enclosed space below flood plain. EXISTING WALL 1/4" a i J. pE r SHEET N O■ C. Install one double height flood vent for every 400 eq. ft.of enclosed space below flood plain. SCALE: 1/ 411 11_011 �'C �'!"O 2.1/2"SHEATHING [TYP.) 4 O��. D.Adjust flood vents for proper operation, F77 77777 7 NEW WALL r` �� ' 3.SIDING WITH UNDERLAYMENT m ? NOTE: W TO MATCH EXISTING. Z % . f'J W DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL NC^Q ,.), [INT:2X4=4-1/2",2X6=6-1/2",EXT.:2X4=4-",2X6=6"] $ N 4.DRYWALL, FINISHES,etc TO BE PROJECT NORTH72 .O REPLACED AS REQUIRED BY OWNER. 'QO DIMENSIONS OF NEW WALLS ARE FROM STUDS [EXT./I NT_2X4=3-1/2" 2X6=5-1/2"] E 5.INSULATE WALLS WITH Ria INSULATION. 6.SMOKE AND CO DETECTORS TO BE INSTALLED PER CODE. M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com O 0 BATH Ln • BEDROOM ----- --- ----------- _ DN- ---------- BEDROOM ----------- _ _-_ BEDROOM w uj Z w O --- --- - - ------------- --- ;----- --1A z T ------------ < > z (2) 2X8 DF#2 -<� Q00 Q µy I = Uo / \ O TW3046 �/ J 0 _i N n u 3i-O 3-Oi O T-11'/2" 6'-0" ACT-0" WALL LEGEND 1.2X4 STUD WALL @ 16"OC. ---------------' (2) 2X6 HDR.FOR OPNG.) .--------------4 WALL TO BE REMOVED 2ND . FLOOR PLAN 2.1/2 SHEATHING. EXISTING WALL SCALE: 1/4" = V-011 3.SIDING w/UNDERLAYMENT TO MATCH HOUSE. NEW WALL 4.DRYWALL,FINISHES,etc TO BE NOTE: W REPLACED AS REQUIRED BY OWNER. DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL PROJECT N 0 RTH S.INSULATE WALLS WITH R13 INSULATION. /� p� [INT:2X4=4-1/2",2X6=6-1/2",EXT:2X4=4-",2X6=6"] DRAWN BY: MH INSULATE CEILING WITH R21. DIMENSIONS OF NEW WALLS ARE FROM STUDS E S N [EXT./INT:2X4=3-1/2",2X6=5-1/2") 6.SMOKE AND CO DETECTORS TO BE INSTALLED PER CODE. 1/18/2015 SCALE: SEE PLAN F "£tj': SHEET NO: / 14CP �o o� 0756L O'cESS10 r 1 � I , II I 1 ItiI� I • C H ' I ala srvMta55rta ' I ' Design Services //�� 1 woadscaewsw, ( , 1 1 '1 � � wAsuens.lZ•a.c 1 1. � 1 1 lr www.mchdesignservices.com / ur AVA aa�ta sMrweNnro ` 1 (iIAA RYWOCa I <riTatMA„vrvE:It �„c•nsa, / pn phone: t/r Asn sAreos�nmc� `� r„A�axa7 (631)298-2250 .onA w email: as k✓Avu+um 1 � michael@mchdesignservices.com wood scaews w, \ wasMets o y wuioow sui t v l lra I f 1 I I @.� o till ti � 5 ti o --- 12 2X8 RR y 10[Z @1 x 1 I I I 1 ( ' t105TAtWF55 SRCi 0 OR wlvao lr 'o�c MIttTiRE RYWOao ASSEMBLt6 W 1.CUT OUT EXISTING ROOF FOR WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL S N PROJECT IW 0 RTH ROOF PIAN DORMER WORK.REPAIR/REPLACE l� AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) FRAMING MATERIAL AS REQUIRED. WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116• SCALE 1/4” -- 1'-0 2 W AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO E .REVIEW EXISTING ROOFING AND �1 ^ COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECIION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL F�1 Fri CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESTGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. REPAI R/REPLACE AS REQU I RED. 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. F...� HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 3.USE 30#FELT UNDERLAMENT FOR O ROOFING AND ICE AND WATER BARRIER ALONG SIDE WALLS AND WHERE ELSE Q REQUIRED BY CODE. Ln 2X10 RIDGE 00 4.REPLACE/REPAIR EXISTING SOFFITS, RAKES, Generated by REScheck-Web Software QJGUTTER,etc.AS REQUIRED.VERIFY w/OWNER 0 J Compliance Certificate _ - _ l _ z 2X8 Q @16"OC ProjectDBL.2X8 FLUSH BEAM 0 Energy code 2010 New York Energy Conservation ^_ lonstru: Suffolk County.New York Construction Type: Single-family e� Phv_Type Addition �' ClimateZone 4 15750 HDD) L , Permit Oeee � �' • �� Permit Number• �� i Construction Site: Owrter/Agent: Designer/Contractor. MASCTA RESIDENCE ' 950 OAK AVENUE SOUNOLD,New Yank C rrvhame:i1%Better Than Code ...M-1—VA: 41 uYow VA:•40___.__i_________ . ,..,..•._......_..............i...v.....-.._....._..-..__ _ _.._........v_.... �. — — •twwe.w.ww.»il...rya.wa..wa.m 6..arrre�d..uwF.w:►.rJ.tw+...r.n�.•�.. ■oae¢nor rids wr•wires aia.ans r.w..�wbd.a as a ru::m,..a.e.Iwns. Envelope ASsemblies T77-7-7: W. _ I Floor:Ali.Waod Joixrrm, Over Uncond Soeee 72( 21. .0 0.0444 �3 O Wer:Wood Frame,16in.o,c- 220 1s. 0 0.092 17 -I DRAWN BY: MH Window:Wood Frame,2 Pane wl Ln E 14 0.320 4 Wor:Wood Frame,16in.o-C. 12 13.0 0. 0.092 9 Weadore Wood Frame,2 Prue w!Lw'rE 0.320 4 Ce'krog:Flat or Scissor True 21.0 .0 0.047 3 1/1R`'/2015 (2) 2X6 FJ @16"OC Compfrance SreeemenC•The waoosad budding design desvibed 1.ere it canWsterx-d5 ehe b f&ng p1inert thew,202 Hew Mork Energy spa'FCa6ans,and other perm2X6 ACQ S ILL PLATE (f0 MATCH EXISTING) celckAstions submitted vridl the it applice:ion.The proposed buiTdinq hes been designed — Conserve6o Construction Code requirements in REScheck Version 5.5.0 end to comply with a man remer , quirtr listed in —TERMITE SHIELD thSCALE: SEE PLAN e REScheck Inspection Ched&rL SILL SEAL °� °� gnsture A_ EXI STI N G 8" PC WALL EX.WALL EX.WALL ,a- DAM DAMPPROOF > 2"SLAB -1 �.• e ��O! ' EXTERIOR ., ., -- 'r SHEET N O: ry) 5 J. DE,i-' C �o _- - — 16"X8"CONC.FTG. (2) #4 REBAR M _z 2 • Project Title: Report date: 01117/15 A °. 7 SpYL �C? Data filename: Page l Of 6 CROSS SECTION. �CFESSIONP�'� SCALE: 1/4” = 11-011 u M C H WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS Design Services USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. www.mchdesicinservices.com KING STUDS � phone: (631)298-2250 RAFTER WALL STUD ENDWALL CRIPPLE STUD e BOTTOM PLATE email: RIDGEP - LEDGER BATHTUB michael@mchdesignservices.com HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT /1 CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR v HOLD DOWN BOTH BOT.PLATE OF 2N0 FLOOR AND TOP JOIST DIRECTION WITH 2 2ND. ADS5 ALL OPENINGS LSTA12 1-1!4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-114"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RATTER 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ( )JOISTS.UNDER WALL. ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER BLOCKING @24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND O LOCATED BY CONTRACTOR METALSTRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY RAFTER AS REQUIRED SILL PLATERAFTERSS) WALL SHEATHING MAINTAIN VENTILATION WOOD JOIST - SIDEWALL FLASHING FOUNDATION TOP PLATE BLOCKING - - 10 FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS MINIMUM NET FREE VENTILATING AREA - - GUTTER BETWEEN WALL FINISH AND FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER INSTALL 4'0"O.C. THE SPACE VENTILATED. ALL OPENINGS SHALL BE COVERED WITH CORROSION- ONTIN.SCREENED VENT 4'.8- LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN.SOFFIT/EXT.PLYWOOD _ J ON ALL OPENINGS PROVIDE HEMMED EDGE AT n/ ' ' FLASHING TO FORM CHANNEL OPENINGS OF%INCH IN DIMENSION. O INSTALL 4'0"O.C. � , LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO ASV MAINTAIN AIR 8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS CONNECT TO GAP TO PREVENT CAPILLARY 4'-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR ON ALL OPENINGS EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ` INSTALL 4'0"O.C. / `� ACTION CONNECT TO ROOF VENTILATION OVER BEARING WALLS AND HEADERS 14"-16* LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS 8"-12"RAFTER RT20 21-118"x 20ga.TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP KEEP ROOFING NAILS OUT A OF FLASHING 2ND.FLOOR WALL -'�; u ROOFING LAPS BASE H FLASHING 4 INCHES \ RAFTER RIDGE CAP OF SAME BASE FLASHING WRAPS CORNERS, v J EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING \�\ SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN.4INCHES I THROUGH VENT [ WOOD JOIST Z 8D EW,4LLFL,45HINGTOP PLATE MGIRDEREADER 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD; In /� FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES-PROVIDE HEMMED EDGES SO RAFTERS U W jo < INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND PREVENT CAPILLARY ACTION PRE-MANUFACTURED v J O 4'-8- LSTA36 1-1/4"x36"16ga.STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION KEEP SHEATHING MIN.1-1/2" ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH FROM PEAK TO ALLOW FREE RAFTER/PLATE RT15 TYDOWN ANCHOR THE PROPER STEEL CONNECTOR. INSTALL 4'0'0.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS 8"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE.I REDUCE BUMP OUTS ON ALL OPENINGS PLATEIWALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF DBL.SILL PLATE 0 TERMITE SHIELD �, i r SUBPLOOR SILL GASKET r/ WOOD JOISTS NEOPRE CONC.SLAB /� GASKETNE -�� 12x6/2xS CONTINUOUS WOOD PLATE �r TYP.CONC.FOUNDATION ( n 6 MIL.POLY V BOLTED TO STEEL BEAM WITH DAMPPROOF EXTERIOR V GRANULAR FILL ° ,. �`� i I 1/2"DIA. BOLtS•48"o.c.STAG. EMIL POLY ON EXTERIOR 4)` STEEL COLUMN _ 'A ROOF JACK ` STEEL BEAM Q n v � CONC.SLAB '4 e ° ( A \ ' o �'p `` 4"x 1/4"x 8"STEEL o / " COMPACT FILL p ROOFING LAPS �� TOP AND BOTTOM PLATE V a 1 ° FLASHING AT WITH 1/2"x 6"ANCHOR BOLT KEYWAY FOOTING CONC.FTG. p Q`p / o" USE WITH 3x3 SQUARE WASHERS SIDES AND TOP `% 1/2"GROUT . :o ANCHOR BOLT CONNECTION (USP LBPS58OR BP583) p REINFORCING BAR FOUNDATION 5!8"DIA.ANCHOR BOLT I I I —— 3"STEEL COLUMN DRAIN TILE V ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS i (10 KIPS J SILL PLATE TO FOUNDATION 1 STORY 72"OC ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION TYPICAL BEAM DETAIL TYPICAL CONC.FOUNDATION,APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36"OC STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"GONG.FTG. CRAWL SPACE OR FOUNDATION WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57'OC ROOF JACKS 4 VENTS DETAIL SLAB-0N-GRADE ,----SUBFLOOR �/� J CONC.SLAB DOOR FRAME "- DRAWN BY" 1'I(-1 6X6 10/10 WWM GAARAAGF� Q—�JOIST COMPACT FILL i I USE 2X8 1/18/2015, I FOR BLOCKOUT STEEL BEAM 18 2015 ..' 4"SLAB \ - SLOPE P.T.PLATE W/6X6 WMM 4°DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 1/2"AIR ALE T, W. � ° Ing . (WITH A NAILING PLATE IF NEEDED) e �, °• .. TO BE APROX.1/2"OR HIGHER T14AN AT END AND ' DES OF WOOD e` D •s O •.:• • STEEL BEAM TO ALLOW FOR SHRINKAGE " GRADE ° a �'"- u-- -u-"--' a a a e %o = BEAMS �! Q O�� • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) SCALE" SEE PLAN 6X6 W.W.M. 12" o O 'o G 4 4 ��_ O > ° �—SUBFLOOR 'A Q�p Q'° A`i �° NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM • - • s'� � MIN. �!� 4 ° REINFORCING BARREINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM a °p e•o • •° I I OIST C • >•° d • > Oma^--J DRAIN TILE t 1 —�1 ° SHEET METAL/30#FELT UNDER BEAM AT POINT • �), p•to,e 12" OF CONTACT WITH CONCRETE OR CONC.BLOCK STEEL C7 NI, SHEET N O■ TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)•4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. rY REINFORCE FOOTING WITH(2)•4 REINFORCING BARS. C, REINFORCE 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT /* r !+ BEAM POCKET J N� b I max.4 w J _ 4�0 07 56'- SSI 6tSSI 0 P M C H Design Services NERA I NOTGJ' WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GE +- 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION www.mchdesionservices.com 1-1/4'x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING phone: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO V WALL:3-8d COMMON EACH UILDING HEIGHT (631)298-2250 CONSTRUCTION NOTES: TOP PLATE 10'WALL:4-8d COMMON RAFTER 70E-NAIL 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION CEILING JOIST 8'WALL:3-8d COMMON EACH email: intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4 8d COMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE G PER N.Y.S.RESIDENTIAL AME CONSTRUCTION U GODS AND michael@mehdesignservices.com 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 CURRENT SBC NIGH WIND EDITION WOOD S FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fail in line with studs below,the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TO ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 f �1 ).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) 3 3). NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL 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 SPACING NOTES GAURDRAILS(ANY DIRECTION) 200 precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL O specific use expressed or implied in the use of these plans. P 9 P 2-t6d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT 4-16d COMMON JOINTS FACE (ROOF -FOUNDATION) DETAIL PAGEt GENERAL NOTE PAGE INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAG 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AMC) WINDOW SCHEDULE attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION ym"` 112 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE SEE FLOOR PLANS 7).The General Contractor is to consult with the owner for all built-in items 9YP P 16d COMMON (SMOKE t CO2 DETECTORS) such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CA CU ATIONS RESCWECK 6).TYPE If EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FLOOR JOIST,BAND JOIST,2-16d COMMON FOOT SEE NOTE:1,2 cz 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD r determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD v FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000psi) interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES L - rT, O 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 110 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - � ^ F�+�t y TO HEAVY MODERATE ` r ' 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 4-8d COMMON concrete or masonry walls occuring in exterior or unheated interior areas. g),CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).An new concrete walls 8"l attached to.. s e concrete structure shalt 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE K Y 9 9 with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES ^ r be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. 8d COMMON 6"O.C. SEE NOTES:1,3 2-8d COMMON 5).Unless otherwise noted,all slabs on grade to be 3500 p.s.i..Concrete to be TO JOIST END NAIL @ �° 9.CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 BOTH FIELDS poured i n 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs ) BLOCKING TO: EACH TOE ( ) to be minimum 3-1/2 inch thick.All Pili to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMON INTERIOR ZONE Sd COMMON @ 6"O.C. 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-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES:1,3 •+ 6).Crawl spaces be provided with r minimum x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL sxl6castvonfoundatronventforevery150sq.ft.of farea. DECK AND COVERED PORCH NOTES. JOIST ON LEDGER 3-8d COMMON NOTES A PER TOE 7).Dampproof exterior of foundation with bituminous coating as per TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. �4 N.Y.S.Residential Construction Code.A 6-mil polyethylene film shaft be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMON Q`I the below grade portion of exterior wails prior to backfilling. 9 9 70 JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. u 8).Drainage as per town and 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:1 p P P 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter!truss framing members with G>0.49. � r '� FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. O A I N : For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. v00 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12'x12"thick concrete footing. JOINT DESCRIPTION NAIL Y SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For O NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft. framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 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: �I NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION 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. JOINT DESCRIPTION NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD SEE NOTES:1,3(BOTH FIELDS) otherwise. O bolts with washers and nuts QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. Ledger to be fastened to building with 1/2"dia. where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. WALLBOARD 5d COOLERS 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES ...r openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL, THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE 6d COMMON 2.Tabulated 12 inch o.c.nails spacing assumes sheathing attached to stud framing members with 6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD ) P 9 9 9 Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7"2).Verify septic system with the Engineer for Suffolk County Health Department approval. ALLBOARD 5d COOLERS O.C.EDGE G>0.49.For framing members with 0.42<G< the nail spacings shall be reduced to 6 Inches o.c. WQ on plans. O.0 10" .FIELD 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. FLOOR SHEATHING: NOTE' 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists " under all bearing walls. 3).If wail studs,plates or joists are cut out during installation for any plumbing related work, NAILNAIL JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. needed. VOR LESS 8d COMMON 12"O.C.FIELD HVAC SYSTEM NOTES 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1),Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF FTREBLOCKING REQUIRED 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor 2) HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Q adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed uiFreblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) /� over subfloor as per manufacture's instructions. eqpment supplier. 1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space. DRAWN n/�WN BY: i'I H 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Firebtocking shall be provided in wood-frame construction in the following locations. 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be firebiocked at intervals not exceeding 10 1/18/2015/ Q/�O 1 such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 1 v 1 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, to be reduced tot-16d nail per foot. drop ceilings and cove ceilings. SCALE■■ SEE PLAN 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces under stairs shall comply with N.Y.S.Residential Code. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of SHEET NO: flame and products of combustion. ��0' Nr11. C1 J• OF r0 5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code. ts4 f��/r 'NA � o � /p� �_ �t- ,off 07 FESS 1010