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HomeMy WebLinkAbout37864-Z FD t Town of Southold Annex �ypPftu,t ,.� 12/9/2014 14 P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37314 Date: 12/8/2014 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 250 Farmveu Rd, Mattituck, SCTM#: 473889 Sec/Block/Lot: 120.-3-8.18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/6/2013 pursuant to which Building Permit No. 37864 dated 3/14/2013 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: ALTERATION OF AN EXISTING BASEMENT TO HABITABLE SPACE AS PER PLAN AS APPLIED FOR The certificate is issued to Caruso,Anthony&Caruso, Sarah (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37867 11-03-2014 PLUMBERS CERTIFICATION DATED 11-02-2014 Frank Mazzarone AuthoVded Signature TOWN OF SOUTHOLD +` +} BUILDING DEPARTMENT . r '.. TOWN CLERK'S OFFICE 0' 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#: 37864 Date: 3/14/2013 Permission is hereby granted to: Caruso, Anthony & Caruso, Sarah 250 Farmveu Rd Mattituck, NY 11952 To: alter an existing basement to habitable space as applied for; dwelling is limited to four bedrooms per Health Dept. At premises located at: 250 Farmveu Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 120.-3-8.18 Pursuant to application dated 3/6/2013 and approved by the Building Inspector. To expire on 9/13/2014. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $803.60 CO -ALTERATION TO DWELLING $50.00 Total: $853.60 c/ Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters.- 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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 I. 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. j New Construction: Old or Pre-existing Building: (check one) Location of Property: 2-117 UV > Ax House No. Street aml Owner or Owners of Property: G�r( C�CCA_ Suffolk County Tax Map No 1000,Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: I Request for: Temporary Certificate Final Certificate: (ch ne) Fee Submitted: $ r Zpplicant i e zf so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CA P.O.Box 1179 rog r.riche rt(c-D-town.so utho Id.ny.us Southold,NY 11971-0959 Irou BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Anthony Caruso Address: 250 Farmvieu Rd City: Mattituck St: NY Zip: 11952 Building Permit#: 37867 Section: 120 Block: 3 Lot: 8.18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Peter Lee License No: 2254-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 21 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 6 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 16 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 1 Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches R1 4 Twist Lock Exit Fixtures f] TVSS Other Equipment: 1-combination smoke/co detector, 1-exhaust fan Notes: Inspector Signature: Date: Nav 3 2014 V 81-Cert Electrical Compliance Form.xis o�oF so�ryo Town Hall Annex Telephone(63-1).76S-1902 54375 Main Road Pax(631)763-9902 P.O.Box 1179 Southold,New York 11971-0959 BUILDING DEPARTMEW TOWN OF SOi1OLD Nov 1 CERTIFICATION Date: Building Permit No. 3 g6 y Owner. IrlGAC-oso�) (Pldase print) Plumber: (Please print) I certify that the solder used in.the water supply syst less.than 2/10 of 1°!a. lead. Sworn to before me this 3 day of- ktm -Ca- , 20 ALDO JIMENEZ ` Notary Public-State of New York NO.01J16277766 Qualified in Suffolk Cou ty My Commission Expires Notary Public, County SOUIy� �t✓ ?gc4 �urm, �© TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION N/ --ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �� /3 INSPECTOR � TOWN OF SOUTFIOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [Ire]OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) REMA KS: le. re,- DATE �� �Z �3 INSPECTOR � i� f TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] R PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) [ ] ELECTRICAL F L REMARKS: DATE dZ -3 INSPECTOR �o��pf SOpT�o6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 5-AINSPECTOR Of SO�j�o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ) FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ) FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) 7 ELECTRICAL(FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: DATE INSPECTOR 1'. 1 1 0 • � • 1 1: G► ROUGH •PLUMING • IN$UL ATION PER N.Y. STATE ENERGY CODE ant ADDITIONAL COMIVIENTS i V • . _ ,� �► _ i �: i�'i� ��• ' ,mac. i , • MAMMIMMI TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DUARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 3 Check _ Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined I 20 �_;t) Single& Separate V1 I Storm-Water Assessment Form Contact: Approved 20 3 Mail to: Disapproved a/c Phone:y--,�/ � 71 Expiration j 20Yu! V C a R 5i�e�c� 2.50 0Ck(rMVf—U Rcl Building Inspector jPPLICATION FOR BUILDING PERMIT MAR - 6 2013 Date , 20G-- — � INSTRUCTIONS NI _IPP. a-:-T+6s-applieationN4i4 -T-be-edmpletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolitio as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, I -code, egulations, an o admi authorized inspectors on premises and in building for necessary inspections. (Signature of app is t o me, if a corpora Z wi (Mailing address of appli ant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder a(,4.-10 %r Name of owner of premises A I -- ? (Z nAib G, (As on the tax ro 1 or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on wh'ch proposed wor tll be done: oa570����(������ House Number Street ) Hamlet County Tax Map No. 1000 Section ! Block Lot �(� Subdivision Filed Map No. Lot ti 2. State existing use and occupancy of prep4ises a d intent nten use nd occupanc of proposed construction: a. Existing use and occupancy yCLArld a A.4 es b. Intended use and occupancy pyva� c"c-eLo- 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear (Depth 10. Date of Purchase 1-7 h,-1.04 1 Name of Former Owner `e r rvL L IIc 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zo ing law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of�re ses # �✓ Address Phone No. Name of Architect , M � &A kd Address Phone No Name of Contractor 1.3D Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO—LZ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH Niotai'y Public, State of New York (S)He is the 1, No.01BU6'165050 (Contractor, Agent, Corporate Officer, etc.) ;or;an0sion Expires April ^, ,Minty, pA' of said owner or owners, and is duly authorized to perform or have performed the said work and to ipqke and file this application; that all statements contained in this application are true to the best of his knowledge and belief, a t at the work will be performed in the manner set forth in the application filed therewith. Sworn o before me this !'_ day of� 201 ✓`­p -L Notary Public ig ture of Applicant cy1/Vv SOF S�jl6' �ot Town Hall Annex 4 41 Telephone(631)765-1802 54375 Main Road (631)7 5 P.O.Box 1179 r roger.dchert( o1M1.SO� .nY.US Southold,NY 119714999 BUILDING DEPARTtbiEW TOMW OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED B .._ Date: Company Name: •� Name: r License No.: Address: > I 1 ' (>71 Phone No.: JOBSITE INFORMATION: (*Indicates r quired information) *Name: U *Address: Ak *Cross Street: 14 *Phone No.: ( :4(6D Permit No.: Tax-Map District: 1000 Section: j Block: Lot: '2 , 1k_ *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle Ali That Apply) *Is job ready for inspection: YES/ NO. Rough In O Final *Do-you need a Temp Certificate: YES! NO ( � Temp Information(If needed) ZIPA *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Forma a ,�, ,A§V TOWN OF SOUTHOID PROPERTY RECORD CARD g OWNER STREET VILLAGE DIST. SUB. LOT rohs, jaraso Fa (-Mvcc( Prod Njolf4uck q 5 ra�ve q ACR-/. 07 REMARKS /. o 7 TYPE OF BLD. -, herf(f 14/�� / F,r, 0li(` .� OI Z7D " PROP. CLASS v)-1 Ve a SSoc_ a_" 21 u a s � r- ; r, �, .� ,w s o - s LAND IMP. TOTAL DATE _ L a 3 3, (� Y�'>! 2� / � 5 DL D '� !1 -L I� 0$` fPo10-PP,i' rU"2 �` rJ:<<=� /� r �� z --L Z � �'l�e c�c✓us� yeas 1 : 13�- Zoo'-> J 3350 31,ZYr7 V / - --- ---- --- CD 77 !Jo I 1 �4 q� 3S0 �v 800 z 17 i 2- - FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD OD D DEPTH MEADOWLAND BULKHEAD HOUSE/LOT 1. bd TOTAL ■■■■■■■■■■■■■■■■■■■■ mmmommommom OMNI Foundation Ext. Walls Interior Finish Fire Place Woodstove Dormer Rooms ist Floor Rooms 2nd Floor r JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: March 4, 2013 To: Town of Southold Building Dept Re: Septic Inspection Caruso 250 Farmview Rd. Mattituck,NY 11952 To Whom It May Concern: This letter certifies that the existing Septic System is consisted of a precast 1200Gallon Septic tank and 1- 8' x 16' precast leaching basin. The system is in good working order and functions properly, and is of proper 'ze for a 4 bedroom home. Any questions feel free to call. cerely, F �F NEW Y Al 0, J s J Deerkoski P.E. UJ SFOA/ ,O 0 ��FESS1� o I1311�1 V °"Pa-d'P, �ow w G w�o,aFta Qk�JV^� SURVEY OF PROPERTY � . t1 C� 15.0° 'Sb0 AT MA TTIT UCK 019 19 MoN. `\ ��s TOWN OF SO UTHOLD D�1 N�0 9�, , SUFFOLK 0b COUNTY NY 100-120-03-8.18 SCALE: 1'=30' S��-ECOM 2.4 S r JULY 19, 2011 BOX N O Ty N 1 h FRgM °' a4 ° V1 oN � FE OOR ". youSE X, DF yk q c,� ro ro y t !`o• ASPHALT DRIVEWAY w CERTIFIED TO Ci \ / ANTHONY J. CARUSO �.... SARAH S. CARUSOLQT 16 �` FIDELITY NATIONAL TITLE INSURANCE COMPANY EOOMBOX NJ LENDERS CORP. r- N L WELr \ \ 57 4" 00 x OT NUMBERS REFER TO MAP OF"FARMVEU ASSOCIATE-S" n ILED WITH THE SUFFOLK COUNTY CLERK AS i x ILE NUMBER 08808. ON 911/ggLOT 15 n \ 0 Y AL TERA TION OR A00177ON TD THIS SURVEY /S A VIOLA TION SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. `L ( N.`Y S. .LIC. NO. 49618 <EPT AS PER SECTION 7209-SUBOIVISION 2. ALL CERTIFICATIONS *PC NICS IiEYORS, P.C. ?EON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF (631) 765-5020 FAX (631) 765-1797 A 1/AD nD /`nDIR'C RCdR THL lAAppFCCFl7 SFA/ OF THF .Sl1RVFYOR A RF'd= 4R71.7 f'O FT nr 1_n7 ACRES P•0. Box 909 f')711 7-n A l T/ r-rf EX. FIN. FLOOP, NEW EGRESS 2X2 ESCAPE WELL 101-101, 18f-011 WINDOW wl GRATE AND LADDER 31/211 31/211 11/211 PER CODE (TYP.) M C H DROP CEILING (STYLE AS Design Services SELECTED BY OWNER) PLUMBING II, ALL PLI-ILIII If &V1,I R L 1:�,i r-c i --------- ZbESTIING S 2X4 FRAMED WALL, R13 INSULl 1 110 www.mchdesionservices.com 1/2" MOISTURE RESISTANT DRYWALL, - - - - -- - - - - ;Zj -_ 3:-(Z = I­­//­ZZZZZ� T-6" c=-E-Effi�-Y phone: TAPED AND SPACKLED, PRIMED, 101-1011 18l-011 BER CERTIFICATION (631)298-2250 PAINTED WITH TRIM AS SELECTED BY OWNER -0 LEAD CONTENT IL ILI e-mail: x TIFICA TE OF O(_k_'/`�j1'_`ANCY michael@mchdesignservices.com uj r-7 _E RLl �I���°�� BOLDER USED 11I Li 5/4" SLEEPERS w/ R7 FOAM 61-63411 FF - = F1 INSULATION BD. INBETWEEN, !I L Ll 1-CRUSHED STONE 3/4"T&G SUBFLOOR- FINISHED Ill 7 T-il r EXERCISE ROOM FLOOR PER OWNER BASE (TYPICAL) A A F P R,0 IV CONC. r14 0 B.P: ALL '11311-3 EX. SLAB ZY BUILDINO DEPAP F; 'g, NOTI 3- �O 6' 81-711 41-711 765=1 02 8 AM TO 4 ['11,, LU FOLL)WING INSPECTIONS: 611 5" 1 > 1 FC UNSDATION TV 10 F 0 LU T FC FPOLIRF ) �M L& 9Re�OH FR. 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WINDOW SILL TO BE MAX.42"AFF ACQ(STONE ALT.)ESCAPE WELL SHEET NO wl EGRESS LADDER AND REMOVABLE 51-011 GRATE PER CODE.(MIN.3'X3'CLEAR OPNG.) BASEMENT PLAN 1 2� FES GENERAL CONTRACTOR TO COORDINATE MEETING WITH SCALE: 1/4" = 11-011 OWNERS FOR APPROVAL OF ALL ROUGH ELECTRIC,PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING A PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. MjEd TIl Rel dilill WJM13 Dill smawe: fag!I of A ;7v wM 0011 1714 Design Services www.mchdesionservices.com phone: (631)298-2250 e-mail: michael@mchdesignservices.com -(Z _ 7 7 772'-6" X Lu O v PLAY ROOM / EXERCISE ROOM EGRESSWINDOW m 3'X3' 0 Lr) O d- c do---—SERVICE 1'4" Z' n N 6'-O" Z U MEDIA / HALL II o N W W � II O 17 Q EX FIN. FLOOR X 22'—l'/2" NEW EGRESS 2­ESCAPE WELL""— w WINDOW w/GRATE AND LADDER CO • PER c ❑ _s_— LS —— ----- CODE E(1YP.) 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SHEET NO: SEQUENCE OF PROJECT: 1 SITE CLEARING:CLEAIRANCf OF AINIAUA SITE WORK AS NEEDED.INSTALL BERMS,HAYBALIS,SILI FENCING AS REQUIRED,RUNOFF SITE DATA: SCTM # 1000-120-03-8.18 N PROTECTION TO BE MIAINTAINED DURING LENGTH OF(ONSI LICHON.EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN HARKED OR UNTIL VERIFICATION FROM UTILITY COAPANIES THAT INE DESCRIPTION: SII,ff.AREA: LUT COVERAGE: EXCAVATE: FILL: AREA IS CLEAR. CLEAR THE SITE AT LEAST 20-25 FEET(IF APPLICABLE)FROA ME PROTECT P9RAETER.DO NOT CLEAR OR EXCAVATE LARGE AREAS 10 FAIR IN ADVANCE OF CONSTRUCTION,DISTURB VEGETATION ONLY AS NEEDED,THEN RESEGD OR REPLANT AS SOON AS DI 46,113 SQ.Fl. 1.01 ACRES C PRACTICAL LIMIT%UIPMENT TRAFFIC IN AND OUT OF THE JOB SITE_DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED r' U AREAS WITH FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DOF TREES TO PREVENI INJURY 10 THE ROOT M SYSTEM.If A PERMAWENI DRIVE(AN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A IEMPOARY GRAVEL DRIVEWAY SHOULD BE ESTIMATED AREA OF 1100 SQ.FT. Design Services INSTALLED WHERE WENICIES ENTER THE JOB SITE. GROUND DISTURBANCE: +/ 2 POLLUTION CONTROL.:CONSTRUCTION DUMPSIfR AND PORTALAV 10 BE ON SIZE AND MAINTAINED DURING LENGTH OF PI 3 SOIL CONTROL EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN,RETAIN AS AU(H TOP SOIL AS POSSIBLE TO EXISTING HOUSE- 2,600 SQ.FT. 5.6% PRESERVE IRE ENVIIROAENTAL QUALITY OF THE PROJECT SITE.EXCESS FILL TO BE SHIPPED Off SITE.CONIRACIOR AND EXCAVATOR www.mchdesignservices.com SHALL INSPECT PROPIERIY FOR EXISTING UTILITIES BEFORE EXCAVAIION BEGINS.ANY DIGGING WIMIN 24 IMES OF UTILITY MUST BE EXISTING PORCH/DECK: 952 SQ.FT. 2.1% Phone: DONE BY HAND.WRIfN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN RFAOVE 10 A SAFE LOCATION WITH A FRONT END LOADER.PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. (631)298-225'50 EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE.SEI ELEVATION BENCH HARK PRIOR TO EXCAVATION.OVER DIG e-mail: FOUNDATION HOLES TO GIVE PLENTY OF ROOA FOR A WELL-DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. A).If THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3.4 FEET. PROPOSED GARAGE: 614 SQ.FI. 1.41/a 15(U.YD. 5(U.YD. michael@mchdesignservices.com B).If THE EXCAVAIDON IS DEEPER THAN 7 FEET,ME SIDES MUST BE SLOPED OUTWARDS AT 6 45 DEGREE ANGLE ABOVE 4 FEET OR INSTALL SHORIN(6. HILLSIDE EXCAVATION:DCCAVAIE IRE HILL BACK 10 AN ANGLE OF REPOSE-THE ANGLE AT WHICH ME SLOPE IS STABLE,USSUALLY BACK 10 A SLOPE OF 2:1(VERITY SOIL CONDITIONS). A).AN UNSHORED VIERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. PROPOSED DRYWELLS: 5 CU.Y0. 2 CU.YD. 4 STORA WATER RUNOFF CONTROL.INSTALL DRYWELLS(AND SEPTIC IF NEEDED)DURING CONSTRUCTION.GUTTERS AND DOWN SPOUTS 10 BE 11RMEDIAILY INSTILLED AT TIME Of COMPLETION OF ROOF.ALL DOWNSPOUTS 10 BE PIPED f0 DRYWELLS AT THIS TIAL UNDERGROUND HOOIKUPS(ELECTRIC,WATER,GAS,EIO TO BE INSTALLED. TOTAL- 9.1% 10 CU.YD. 7(U.YD. 5 PROJECT COAPLETIONI:FINAL GRADE TO CONTROL RUNOFF DIRECTION l0 STAY WITHIN SITE.PITCH GRADE ALONG PERIMETER (WHERE POSSIBLE)Olf LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS.INSTALL CATCH BASINS WITH DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. MEETS & BOUNDS BY: PECONIC SURVEYORS DATED: JULY 19, 2011 - � c U T D � IE �o '° '30' E 75.000 , N 70 19 z 0 R SUS Q QEF: SVS - - - - 's0 u 1 01 Z I � . ('000. W 1 O A 1 \ ` r✓ 1 V 00 w I z 1 0 \100 cn w 0 � V 0 0 1 w V N 1 tic ��ye 1 NI �¢,� ti 1 / I � � • W 1 1ST S� 1 `l W 0 I I I I I I I I 1 I 1 I I 1 I O L I ry) I FM 1 CONSTRUCTION DUMPSFER I ' ' TO REMAIN ON SITE FOR DURATION OF CONSFRUC710N ' • �1��� I I I� II—, ..._.f, Ill _, - _ i '. �h� 1 0 IIS ; ( NEW ROOF AREA 728 SQ LT, 1 • 1 SII l I l ' DEC 2 0 2013 I PORT-A-LAV TO REMAIN I { AT 1DOY RUNOFF,2'RAIN/HR ON SITE FOR DURATION 122 CU FT OFCONSTRUCTION I ^ I + INSTALL(1)Yd1..,4'dnp DRVWELL CAPACnY 169 CU_FT _ V) T " D 9 1 4D N S 74017'00" W 219.840' DRAWN BY: MH 11/29/2013 SITE PLAN , �\ OL, Y SCALE: 1/4„ -_ 1 -0„ SCALE: 1 - 20'-0' of NEW DEE,Q��,Q� SHEET NO: r � ,o�FE ONP�, M C H Design Services www.mchdesianservices.com phone: (631)298-2250 e-mail: michael@mchdesignservices.com oeo- iL�Z� NN���S,_ NORTH ELEVATION p SCALE: 1/4" = V-0" Q w U Z A LLJ o v AP4 w W � H Cly w � N a � W U V)i 0 PR B fEl WEST ELEVATION DRAWN BY: MH SCALE: 1/4" = V-0" 11/29/2013 SCALE: 1/4" = V-0" pf NEW Y DQ-E 0�� Q s SHEET NO: r W n W Z � 10�P M C H Design Services www.mchdesianservices.com phone: (631)298-2250 e-mail: michael@mchdesignservices.com IEH %I SOUTH ELEVATION F-- SCALE: 1/4" = V-0" Q W . U Z A LJ W A0z V � Ww � 0 � N U.1 U Vol 5�"00-!��� 0 wLL=j a EAST ELEVATION SCALE: 1/4" = V-0" DRAWN BY: MH 11/29/2013 SCALE: 1/4" = V-0" OF NrW Y S' ��� ��� SHEET N 0: 20Q3ESSIONP� M C H Design Services www.mchdesianservices.com phone: (631)298-2250 e-mail: michael@mchdesignservices.com 21 2614011 1 1 1 t I OPTIONAL FUTURE ' WOOD BURNING STOVE D ' BRICK FACE WALL 5'-0" - I IN EACH DIRECTION 0 ; AND 4'AFF OR AS REQUIRED y 1 BY MFGR/NYS CODE ' 1 G , v 1 , 1 1 d 1 � 1 1 N X• 1 C , /l 1 � �7 1 1 1 1 U 1 ' CONCRET SLAB = ' 1 1 _0 ---------------------------- V 'PITCH1/8":----ODOOR ' 1 -------------- f------------------------------------- LL ------------------------------- - M 1 1 N . o -____r _______ 1_____________________________________ ____M ____. -------- ______ _ __ _____ ltz LL N 10 r) O 1 D I Q ' 1 1 f"V N 1 'q- Q 1 , ' 1 1 ---- oD 4 , 1 oD X U ' I 1 1 1 1 ' , (3)1-3/4X9-1A2 ML HEADER 1 Q va .v e va ' V w W 1 1 161T011 4'-7111 11 41_511 #4 REBAR @12"OC �► 1 4-10/z 116-3 1 , &AT FOOTING 1 25'-W/z" 251-6'/2" O 1 � , N FLOOR PLAN p SCALE: 1/4" = V-011 FOUNDATION PLAN W U - - -- SCALE: 1/4" = 1 -0 , tlIII'll, 1 1 S ' 0 E PROJECT NORTH S E PROJECT NORTH p,,,, N EXISTING N EXISTING 0 1 1 1 1 TO 1).PLATE HEIGHT TO MATCH EXISTING GARAGE,8'-O"+/-. ' 1).8"THICK POURED CONCRETE FOUNDATION.TOP OF FOUNDATION ' MATCH EXISTING GARAGE WALL. , 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. ' Z).FOUNDATION TO HAVE 16"X8"CONCRETE (2X4) KEYWAY FOOTING.FOOTINGS ' TO HAVE 2-#4 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. ' I UNDISTURBED 501E(MINIMUM 3000#CAPACITY). 1 4).PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. ' ' 4).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACT-ED FILL. 1 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE ' INSTALL 1/2" EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINIING f APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING ' WALLS.SLAB TO BE REINFORCED WITH WMM.PITCH SLAB MIN.1/8:12 PITCH ' TOWARD OVERHEAD DOOR. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 1 1 ' S).PROVIDE 2X6 IACQ NSTALLED L PLATE UNLESS OTHERWISE NOTED.SILL PLATES 6).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8" FIRE RATED ' ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM ODR SHEET ROCK. i FIBERGLASS SILL GASKET. 1 ------ ----- ----- -- 6}.PROVIDE 5/8" DIA ANCHOR BOLTS AT 6'-0"O.C.AND W/I 1'-0"OF CORkNERS, INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A� MINIMUM 7" IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOUT ARE TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. DRAWN BY: MH 11/29/2013 SCALE: 1/4" = 1'-0" F NEW DEF,Q -0,p'r SHEET N O: .0 0. 07 d S N M C H v Design Services O 4" �p 12 4" O • ' • ' O 4" LL 6 www.mchdesignservices.com phone: (631)298-2250 J I O Il f I O e-mail: f 1 I I •� � ` ' � I � p ,/ � I ,/ � michael@mchdesignservices.com r I #10 STAINLESS STEEL l / 2X10 DF#2 RIDGE I II I I I OR GALVANIZED • I ' 1 ' • • I I WOOD SCREWS W! �I FI \I 1 I � • WASHERS @ 12"O.C. ( I I I I I I I I I I 11 I I l I I 12"O.C. 12" 11 t 1 - � • i " 1 1� / Y/2 APA RATED SHEATHING I I I l llGRADE PLYWOOD `1 1 1 11 1 I 11 I 1 / i O (ALTERNATTVIVE:7/16"O.S.B.) I I I I/2"APA RATED SHEATHING (A�E PLYWOOD RNATMVE:7116'O.S.B.)ti Cz 12 Q X #10 STAINLESS STEEL ' X I N OR GALVANIZED WOOD SCREWS W! �[ WASHERS @ 12"O.C. • • WINDOW SILL / I 1 24"OC 4" — - - — z • I • • • 4" 2X10 DF#2 RIDGE i ROOF PLAN son-we I f 2X8 DF#2 SCALE: 1/4" = 1' 0" EXISTING RR @16"OC E PROJECT NORTH �► ZX10 DF#2 Q @16"OC 12"OC I C, N W 1 I I I _ I` � UZ- I I 3/4-APA PLYWOOD 5/8"TYPE-X FIRE RATED 2X6 STUD WALL,DF#2 @16"OC SHEATHING 1). INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.. - S HEETROCK ON WALLS 1/2"SHEATHING,VAPOR BARRIER I I I' ',• ca AND CEILING SIDING TO MATCH HOUSE 1 1 • I I � � • I I � 11 I I � � Z).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. 1 � 1 1 � ti 11 o ( I If 1 I ( I I 3}.APPLY METAL DRIP EDGE OF ANY UJNDERLAY ALONG RAKE EDGES AND DIRECTLY TO THE DECK ALONG EAVES. 2X6ACQSIL PLATE • ! • I •• I ( 1 • I i • TERMITE SHI LD 4).USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING. r , SILL SEAL 2X4 DF#2 ' I I I I' 'J I ,•• sruos ' I I 4"CONC.SLAB REINFORCED 5).ICE Fr WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS I - . •• •• •• WITH ROOF AND SIDE WALLS (TYFPICAL). •, 8" PC WALL 6).DO NOT INSTALL UNDERLAYMENTf ON WET/DAMP PLYWOOD!!!SHEATHING .1 / l #SOSTATNLESSSTEEL -1 MUST BE DRY AND CLEAN PRIOR INSTALLING UNDERLAYMENT EXISTING OR GALVANIZED .• UNDERLAYMENT 15 NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE f I I I I fl (I I f I WOOD SCREWS W11 16"X8"CONC.FTG. WORK DAY.COVER WITH HEAVY-©U3YTARP UNTIL ALL ROOFING IS IJ l f WASHERS @ 12"O.C. • • • • (Z)#4 REBAR COMPLETE. U O MULTIPLE PLYWOOD ASSEMBLIES SECTION A 7). INSTALL ASPHALT ROOFING AS PERI MANUFACTURE'S WRITTEN INSTRUCTIONS. Ln 2-2X4 DF#2 STUDS CONNECTED ` v TOGETHER WITH STAINLESS STEEL USE GALVANIZED (ZINC COATED) ROOFING NAILS,11-12 GAUGE WITH AT OR GALVINIZED BOLTS W1 WASHERS LEAST 3/8" DIA HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. WITS TS @ 2'-0"O.C. SCALE: 1/4" = 1'-0" USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL CUTTING INTO SHINGLE SURFACE.. W U AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL (3 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 2X10 DF#2 RIDGE � G �$O ti 2X10 DF#2 Q @16"OC DRAWN BY: MH 2X6 STUD WALL,DF#2 @16"OC 1/2"SHEATHING,VAPOR BARRIER SIDING TO MATCH HOUSE 5/8"TYPE-X FIRE RATED 11/29/201 SHEET-ROCK ON WALLS C? AND CEILING QO 2X6 ACQ SILL PLATE SCALE: 1/4" = 1'-0" TERMITE SHIELD SILL SEAL 4"CONC.SLAB REINFORCED � .; • 41 .. 5,.�� ��, SHEET NO: •. 8" PC WALL r > o •• Ory) o , m w —- - — 16"X8"CONC. FTG. QA 7�5QP�t��C3 SECTION B—B. (Z)#4 REBAR � roN SCALE: 1/4" = 1'-0" WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 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, M H_R Design Services KING STUDS www.mchdesianservices.com phone: o RAFTER WALL STUD (631)298-2250 ENDWALL CRIPPLE STUD BOTTOM PLATE a-mail: u michael@mchdesignservices.com U RIDGE LEDGER BATHTUB 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 CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBERI DESCRIPTION JPPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH(2)JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING @24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL C14IMNEY AS REQUIRED RIM BOARD RAFTER RAFTERS MAINTAIN SILL PLATE(S) WALL SHEATHING VENTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION 2x40CKING LEDGER TOP PLATE BLOCKING FINVISH WALL AND MOISTURE STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BAIRRIER TO LAP FLASHING 2x4 SOFFIT JOISlr AT'WALL-- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINI5H AND MINIMUM NET FREE VENTILATING AREA - GUTTER 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 4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- C)NTIN. SCREENED VENT RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT/EXT. PLYW/OOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT INSTALL 4'0"O.C. FLASHING t0 FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF 1/4 INCH IN DIMENSION. SOFFITED EAVB 8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS ANID SO AS TO MAINTAIN AIR CONNECT TO GAkP TO PREVENT CAPILLARY 4"-6"RAFTER RTIO 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. O '�• AL;TION 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 21-1l8"x 20ga.TYDOWN ANCHOR EACH RAFTER SOFFITED SAVE DETAIL Q ON ALL OPENINGS ,� ,' KEEP ROOFING NAILS OUT OFF FLASHING 2ND. FLOOR WALL v ROOFING LAPS BASE U FLLASHING 4 INCHES < Z RAFTER O \ RIDGE CAP OF SAME A BASE FLASFHING WRAPS CORNERS, EXTENDS UINDER SHINGLES AT MATERIAL AS ROOFING UJ W SIDES 4 INCHES AND LAPS NAILED TO SHEATHING' SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT Q O WOOD JOIST II"� � � V TOP PLATE W w r--S GIRD SIDE I�i E Iul JI ALL FLASHING WOOODODJOIST E- I JOIST 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES — PROVIDE HEMMED EDGES SO RAFTERS O Fq INSTALL 47 O.C. AS TO FORM DRAINAGE CHANNELS AND PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED v J 4"-8" LSTA36 1-114"x36" 18ga.STRAP AND JACK STUDS KEEP SHEATHING MIN. i-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH (j ON ALL OPENINGS RAFTERIPLATE RT15 TYDOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF REDUCE BUMP OUTS ON ALL OPENINGS PLATES TO EACH STUD TO ALLOW ABLE, SET FIR JOISTS APROX. 1/2"HIGHER THAN LVL HEADERS W-16-0 MSTA48 1-1/4"x48" 16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE FOR SHRINKAGE. N PLATE/WALL SPTH4 STUD PLATE ANCHOR OF ROOF IQ DBL. SILL PLATE - '\ ` j TERMITE SHIELD SUBFLOOR [ f'� SILL GASKET WOOD JOISTS y / NEOPRENE -- �� ' /� 2x6 /2x8 CONTINUOUS WOOD PLATE CONIC.SLAB GASKET TYP.CONC. FOUNDATION C n 6 MIL. POLY DAMPPROOF EXTERIOR V GRANULAR FILL STEEL COLUMN - " DIA, BOLTS m 48" o.c. STAG, TO TESL BEAM WITH 1/22 " IA 6MIL POLY ON EXTERIOR \ �, , � i ' v - A a 4 o ° ROOF JACK `�� �� �� �� STEEL BEAM V CONIC.SLAB o \ v // I I ��\ u u " � ° C n o - 4 x 1/4 x 8 STEEL % COMPACT FILL o - `\ i TOP AND BOTTOM PLATE P ` ROOFING LAPS FLASHING AT WITH 1/2" x 6" ANCHOR BOLT �� KEYWAY FOOTING a ° v CONIC. FTG. o , a GI'o C a ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP ��` 1/2" GROUT (USP LBPS58 OR BP583) REINFORCING BAR FOUNDATION 5/8"DIA.ANCHOR BOLT - I I I 3" STEEL COLUMN ANCHOR BOLT CONNECTION ,- C 10 KIPS DRAIN TILE � SUPPORTING MAXIMUM SPACING FLASHING LAPS ,- -- i � SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72"OC TYPICAL BEAM DETAIL TYPICAL GONG. FOUNDATION.APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36"OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3"STEEL COLUMN ANCHORED TO 24"x24'x12"CONC. FTG. CRAWL SPACE OR FOUNDATION) STEEL / BOTTOM BEARING 1 WALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES 57"OG ROOF JACKSVENTS DETAIL I r-- —SUBFLOOR CONIC.SLAB _I I DOOR FRAME 6X6 10!10 WWM GARAGE G -- JOIST DOOR COMPACT FILL USE 2XS STEEL BEAM FOR BLOCKOUT 4" SLAB -1 I I - SLOPE P.T. PLATE W/ 6X6 WMl"I o 4"DRIVEWAY—� NOTCH JOIST AND ADJUST HEIGHT 1/2"AIR SPACE < 1 < °„ I/Z4� , a ea a (WITH A NAILING PLATE IF NEEDED) AT END AND 9 ' p n e °' o e o , TO BE APROX. i/2"OR HIGHER THAN DRAWN BY. MH .�; IDES OF WOOD �'o p s u p •a ; .; STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE -�`- -`� 4 �, < — (PROVIDE STRAPPING TO KEEP JOISTS ALIGNS BEAMS , P D) A, 6X6 W.W.M. — — — — — — — �• —11 I ° 11/29/201 12" p ,c 'p c ,� Q ,a a�'a 4 A,, ° o ��� NOTCH BEAM FOR MUDSILL IF REQUIRED-- MAXIMUM SUBFLOOR MIN. �'° r' ° NOTCH EQUALS 1/4 DEPTH OF BEAM r= 4 REINFORCING BAR , D REINFORCING BAR ° °• s ° I i-I I o D ,moi--JOIST DRAIN TILE .I. �! o o SHEET METAL/30#FELT UNDER BEAM AT POINT ' a��`� °� ° °� ° - SCALE: 1/4" = 1'-0" 12" OF CONTACT WITH CONCRETE OR CONC. BLOCK _ i 1 STEEL BEAM PLATE(BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND(COLUMNS. n SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH(2)#4 REINFORCINdG BARS. OF N��, 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT Cep SD FR r0 SHEET N O. F SEAM POCKET4� o�� r^ w n L �- _ RO�ESSI vk 0 M C H NAILING SCHEDULE Design Services 0 WIND FRAMING NOTES f'L4N CONTENTS: GENE _ ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1). RIDGE-TO-RAFTER ASSEMBLY: RE DEN L 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING www.mchdesianservices.com When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTYSPACING NOTES BUILDING USE CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL eUILDING HEIGHT phone: within his set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER 631 298-2250 1).The information t g TOTAL SQ. FT, OF CONSTRUCTION intent and framing details.They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL e-mail: 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 michael@mchdesignservices.com 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 CURREENTNT SPRIESBBC HIGH H WIND EDITION WOOD FRAME CONSTRUCTION MANUAL PER N.Y.S. RESIDENTIAL CONSTRUCTION GODS AND construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS GROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EX1r. 15ALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: meets current federal, state, county and local codes, ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS �0 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM -SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2- 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, silll 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 embedrrnent 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 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 NOTES GAIURDRAILS (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 tlhe anchor bolts.Anchor bolt TOP PLATE TO 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, 2- 16d COMMON anchor bolts are to be spaced between 6-12 inches frorm 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. corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE 4- 16d COMMON INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2- 16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c. at the panel edges and 12"o.c. in the field, and FIRE PROTECTION Sym.: 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c. at panel HEADER TO 16d COMMON 16"O.C. FACE (SMOKE 4 CO2 DETECTORS) ® SEE FLOOR PLANS such as bookcases, shelving, pantry,closets,trims,etc. edges and 10"o.c. in the field shall be in accordance wiith 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 CALCULATIONS RESCHECK 6).TYPE 11 XTERIORFOUNDATION NOTES: Type 11 xterior shearrw SHEARWALL shall meet the requirements iof table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL length adjustment factors in table 3.16. FLOOR JOIST, BAND JOIST, 2- 16d COMMON FOOT SEE NOTE: 1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA END JOIST OR BLOCKING 1). The General Contractor and Mason to review plans, elevations, details and notes to g GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOR FRAMING: FLOOD ---• Allowable sidewall lengths provided in table 3.14 shalt b►e permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2).All footings to rest on undisturbed (virgin)soil. (MIN. SOIL STRENGTH AT 2000psi) interior shearwal{s are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO P Y 20 LBS. 110 B SEVERE! 3 FT. TO HEAVY MODERATE 11 NONE 3). Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE Q concrete or mason walls occurin in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: r1/ 9 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 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 ATPANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 3500 p.s.i.. Concrete to be 2-8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. 8d COMMON 6"O.C. SEE NOTES: 1,3 poured an 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL °� @ a Where a ridge is to be used as a structural beam,the reafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12"O.C. SEE NOTES: 1 ( BOTH FIELDS) Z A to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with g SILL OR TOP PLATE 3- 16d COMMON BLOCK NAIL NOTE: 2 FOR PANEL FIELD UJ „ anchored on top of the beam or slope connectors shall I be attached to each rafter-to-ridge 6 maximum lifts (layers). along the open ceiling part of the building. Connections to the ridge and wall shall be be GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4"O.C. 8d COMMON 4"O.C. SEE NOTES: 1,3 LEDGER STRIP EACH FACE @ @ 6). Crawl spaces to be provided with a minimum 18"x24"access opening. Install one attached with the above requirements. TO BEAM 3- 16d COMMON JOIST NAIL A O 8x16 cast iron foundation vent for every 150 sq.ft. of area. ON DECK AND COVERED PORCH NOTES: JOISTTO BEAMIST NAIL GER 3-8d COMMON JONOTES 7). Dampproof exterior of foundation with bituminous coating as per THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code.A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#11 ACQ pressure treated lumber. BAND JOIST PER END W w V 3- 16d COMMON the below rade portion of exterior walls prior to back-filling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL 1 . For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 9 P P 9• ) 9 P 9 9 P , BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 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 ro err 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. O FRAMINGNOTES into concrete with a minimum 1/2"dia x 7"long anchor Wolt with washers and nuts. ROOF SHEATHING: For framing members with <0.42<G<0.49,the naril spacing shall be reduced to 6 inches o.c. Qr 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"xc12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 112"dia x 7"Ion anchor bolt with washiers and nuts. Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c. nail spacing assumes stheathing to rafter/truss framing members with G>0.49. For g "� g AS PER TABLE 3.8 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 WALL SHEATHING REQ►,U I RE M E NTS FOR WIND LOADS: 2). Unless otherwise noted, all framing and structural wood material to be#2 +BTR. WFCM-SBC N Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3). Floors,walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 9 P 5).A minimum of 10 inch flashing shall be installed betrrween the building and ledger. JOINT DESCRIPTION otherwise. Ledger to be fastened to building with 1/2"dia. bolts witch washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.,C. 8d COMMON @ 12"O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) 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.C . 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. O 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 41 and 6'0 and 2x6 wall openings between 611 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION QTYSPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. 8). Covered Roofs shall be assembled and anchored tine same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners,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 NI OTES 7/16"OSB 3"O.C. EDGE 6d COMMON 2 Tabulated 12 inch o.c. nails spacing assume,,s 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 g 9 9 Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C. EDGE G>0.49. For framing members with 0.42<G<,tthe nail spacings shall be reduced to 6 inches o.c. on plans. 10"O.C . FIELD 3) For exterior. panel siding,2).Verify septic system with the Engineer for Suffolk County Health Department approval. WALLBOARD FLOOR SHEATHING: P 9, 9a{vinized box naiils shall be permitted to be substituted or common nails. 7). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists NOTE: under all bearing walls. 3). If wall studs, plates or joists are cut out during install;lation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and seccure 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 maxKKimum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needed. HVAC SYSTEM NOTES 1" OR LESS 8d COMMON 12"O.C. FIELD 1). PROVIDE 5/8" TYPE-X SHEETROCK FIFRE 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 NOTES: 2). USE SIMPSON HANGERS AND ANCHOIRS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 1). Mechanical subcontractor is responsible for adheari�ng to all applicable codes and safety CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF 3) INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 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 r data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. FIREBLOCKING REQUIRED adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed equipment supplier. Fireblocking shall be provided to cut off all conccealed draft openings (both vertical and horizontal) p over subfloor as per manufacture's instructions. 1). Nailing requirements are based on wall sheathing and to form an effective fire barrier between stcories and between a top story and the roofs ace. 3). HVAC subcontractor to provide final system layout dlrawing and submit it to the General nailed 6"on-center at the panel edge. If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. ) Contractor and owner for final review and approval. 11 .All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage walls and 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 partittions, including furred spaces, at the ceiling and floor M 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 shiall also be fireblocked at intervals not exceeding 10 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. Residentiaal Construction Code. using parallel rows of studs or staggered studs. WN BY: MH approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2). When wall sheathing is continuous over connected 2 All electrical work shall be approved b a qualified Underwriter. members,the tabulated number of nails shall be permitted torch down type material over. )• PP Y q P 2). At all interconnections between concealed vvertical and horizontal spaces such as occur at soffits, to be reduced tot - 16d nail per foot. drop ceilings and cove ceilings. 11/29/2013 13).All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 3). Install Smoke detectors and Carbon Monoxide deteectors 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. SCALE: 1/4„ 1= -0 4). At openings around vents, pipes and ducts iat ceiling and floor level, to resist the free passage of OF NFw y flame and products of combustion. *-TS oFFRfoo�0 SHEET NO: 5). For the fireblocking of chimneys and fireplacces, refer to N.Y.S. Residential Code. r. 6- L" N� tip 2�0�