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HomeMy WebLinkAbout43197-Z s��OSU '�cpG Town of Southold 7/25/2019 P.O.Box 1179 v ! g 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40545 Date: 7/25/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 260 Third St., Laurel SCTM#: 473889 Sec/Block/Lot: 126.-7-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/26/2018 pursuant to which Building Permit No. 43197 dated 11/5/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "AS BUILT"DECK ADDITION AND GARAGE CONVERSION TO LIVING SPACE WITH ATTACHED TOOL SHED TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Tuffy, Thomas&Ors of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 19-60506 07-03-2019 PLUMBERS CERTIFICATION DATED 07 Otho ' e Signature SaFEol,t�, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy-• o�� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43197 Date: 11/5/2018 Permission is hereby granted to: Tuffy, Thomas 64 Ontario Rd Bellerose Village, NY 11001 To: legalize "as built" additions and alterations to existing single-family dwelling as applied for. Additional certification will be required. At premises located at: 260 Third St., Laurel SCTM # 473889 Sec/Block/Lot# 126.-7-10 Pursuant to application dated 10/26/2018 and approved by the Building Inspector. To expire on 5/6/2020. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,083.20 CO -ADDITION TO DWELLING $50.00 Total: $1,133.20 Bu i ing Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 2�d � 1 1 a1�QQ - House No. Street Hamlet Owner or Owners of Propert-!._o In �:T.) �-- Suffolk County Tax Map No 1000, Section a(o Block -] Lot � d Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature I, Certificate of Compliance ; ............................................._.............._.................._........................:........._............................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. ,I 188 PARK AVENUE AMITYVILLE, NY'11701 P: (631 ....................................... ................. ..........................._ .._ ........... ....... ....................................... CERTIFIES THAT , Upon the application of Upon premises owned by Thomas Tuffy Thomas Tuffy i 260 3rd Street 260 3rd Street Laurel, NY 11948 Laurel, NY 11948 Located at: 260 3rd Street, Laurel, NY 11948 Application Number#: 19-60506 Certificate#: 19-60506 Electrical License#: Section: Block: Lot:, Building Permit#:43197 !, Described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Entire House 11 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the'requirements of the applicable code/or standard promulgated by the State.of New York, Department,of State Code Enforcement f and Administration,'or other authority,having jurisdiction, and found to be in compliance therewith on the 3rd day of July 2019 , Name QTY { Switch - 15'Amp, 120V 9 GFI Receptacle- 15 Amp, 120 V 1- Incand. Fixture- 15 Amp, 120V 14 ARC-Fault- 15 Amp, 120V 10 Exhaust Fan - 15 Amp, 120V 1 Exhaust Hood- 15 Amp; 120V 1. {. Duplex Receptacle- 15 Amp, 120V 12 GFI Circuit Breaker-20 Amp, 120V 6 Electrical Inspector: Anthony Giordano 77 VV �� t._ _y:APPROVED o= i, �ITTIDTNG II31rf" 'e '1h'is,certificate:is not valid unless raised seal,is present. �0SO" Town Hall Annex J19 Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 V) C D VIE, ;` ,4 BUILDING DEPARTMENT Fi; TOWN OF SOUTHOLD JUL 1 9 2019 i BUIMIDING DEpy, -,C-E-R.T-1-F-I C&T-1 O-N Date: ?7 D 9- Building Permit No. Owner: (Pleaserint) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this gnature) 7vday of 20L1 DENNIS G STRI-TTIVIATTER Notary Public -State of Now York NO. 01ST6137451 Qualified in Suffolk County nission�ExpiresIvlay12, 2 gg'� Notary Public, -�7�-- �o��OF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. °`ycouNr+, ' 765-1802 - INSPECTION FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE j '�2 C INSPECTOR # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 765-1802 INSPE7ROUG- ON [ FOUNDATION 1ST [ H PLBG. [ ] F UNDATION 2ND [ INSULATION [ FRA�MIR_G /STRAPPING.. [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Y awl' l �� s ot1 Or DATE INSPECTOR OF SOUTy� # * TOWN OF SOUTHOLD BUILDING DEPT. `yco 765-1802 INSPEC ON [ ] FOUNDATION 1ST [ R GH PLBG. [ ] FOUNDATION 2ND - [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] "ELTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING - REMARKS: i 1OWL tAl A 40 �rtZ� w s w✓ t4yj \J DATE INSPECTOR rsf so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ( ] FOUNDATION 1ST [ ] ROUGH PL13G. ( ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REM KS: i DATE INSPECTOR pE SOUIyO� * TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R7: KS:KS: VV& L) Ccs Falvl Q, No kakaA �&5 NO IIS/ DATE INSPECTOR 1 pF SOUIyo _ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ FOUNDATION 1ST [ OUGH PLBG. [ ] OUNDATION 2ND [ INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ��,,,,�� 4*0A P66 a cod vlahm,"..00F u DATE 7�' INSPECTOR /V OF SOUIyO - - - # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [VrFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] AULKING REMARKS: QSIZOLANC, ' Rym SOIL � ona, 9�*. rOl-k Pt , DATE INSPECTOR Z); 2,G0 3, AMjlf .�'l +F r I i 7 c qE A f t • � • • _ COMNMNTS _ FOUNDATION(IST) 1,IVIL �✓I 'A 1111 AWN 070 , 1 mum ROUGH FRAMING& V� I�W, Am. - Lamwj ._..,..^ ` ! INSULATION PER N.Y-. 8TATE ENERGY CODE IL si AM ADDMONAL COMMENT . . -FOR �"m _- �. mME ' lei" IN • ■ �1. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans ' 'wTEL:(631)765-1802 &311? Planning Board approval FAX:(631)765-9502 Survey Southoldtownny.gova@ Check Septic Form le N.Y.S.D.E.C. Trustees OCT 2 6 2018 C.O.Application Flood Permit Examined_11 20 Single&Separate SUMDIN0 DEPT. Truss Identification Form TO OFSOUTHOLD Storm-Water Assessment Form Ir Contact: Approved l 20 ( Mail to: Disapproved a/c n � Cn�C V�CLP MCS S'���$c�n $Q \C _5 Phone:pp�� i C c7 Expiration 20 C!3 (al 6 ��'—01 u pector APPLICATION FOR BUILDING PERMIT Date ���Z -Zy� p,20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,h t4sin codJ;and regulations, �d to admit authorized inspectors on premises and in building for necessary inspections,-- i ''? (Signature of applicant or name,if a corpordtion) 1' ailing address oT applicant) State whether a plicant is caner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises ird l>b + '(As on the tart 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. Other Trade's License No. 1. Location of land on which proposed work will bedone: House Number Street Hamlet fi County Tax Map No. 1000 Section WV -7 Lot �(� Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: =°ry a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition_Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost � l (�C7Q Fee / (To be paid on filing this application) 5. If dwelling,number of dwelling units l Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES NO4111/--- Will excess fill be remo d from premises?YES NO 1 (7Q"' d rl r 10 �Le�o.C( C3C���e Svc 2 14.Names of Owner ofpremise O N\` - D F6 Ov - Address Phone No. 6=A a -14-©r ,���le Address Phone No Name of Architect e�S7 Q o s�� 1 �— Name of Contractor Address Phone No. 1 ' 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO I" *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. I ) ©0 I b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 114 ril k'- being duly sworn,deposes and says that(s)he is the applicant individual CWg con c a ove awed, (S)He is the��f\� (Contractor,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 fileTtRAgA'aUrOWYER that all statements contained in this application are true to the best of his knowledge and belief;and that ~1Ai11dC,STATE OF NEW YORK performed in the manner set forth in the application filed therewith. NO.01 DW6306900 Sworan tbefore me PIRES JUNE 30,2Q Fo� e tQUALIFIED IN SUFFOLK COUNTY (2 day e t ("� 20 COMMISSIO � otary Public U Signature of App i Scott A. Russell ,�a°su p ST0]kMWA\T]ER. SUPERVISORMANAGEMENTz SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold �l CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS ]PROJECT RWOLVE ANY OF THE FOLLOWING: ❑Yes No (CHECK ALL THAT APPLY) Clearing, grubbing, grading or stripping of land which affects more han 5,000 square feet of ground surface. ❑[�� Excavation or filling involving more than 200 cubic yards of material ❑within any parcel or any contiguous area. Site preparation on slopes which exceed 10 feet vertical rise to ❑�100 feet of horizontal distance. Si e preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. 'te preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes ` in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property wner,Design Professional,Agent,Con actor Other) S.C.T.M. #: 1000 Date District J NAME Section Block Lot _ ****FOR BUILDING DEPARTMENT USE ONLY "*k� Contact Information. 631-1 b6- lot 4—� irekplmrc Number) C t"�e-`� _M Reviewed By- _ C Da e: l()—l�&—/O Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. 'L�oO ��C S� �- Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 $�EFQLK BUILDING DEPARTMENT - Electrical inspector �p TOWN OF SOUTHOLD 8 - _ Town Hall Annex - 54375 Main Ro cc Southold, New York 119 - 9 `"aLl �� • p`fi� Telephone (631) 765-1802 - F 1) 765-9502 D roger.richertCa)town-southold.nV-L49 N - 2 2019 APPLICATION FOR ELECTRICAL INSPECT[ --- - -- •-- .. ------------- --- ----' - - - -Date: -- - l a - •-1 c.f- -��- -- - Company Name: g I% TrJ G l_L M ��L Pr�C G A L Name: avuv Y q es k� License No..: email: F-E- 5 6 ma 1 GJY1�l Address: P. C . Q 1) [ a- R,q Cin k. V M o LpAt My 34 Phone No.: JOB SITE INFORMATION: (All Information Required) Name: Toro Twp Address: (0 0 3 ,r Sfive e,+ - L qLvr,,I N If ! I q 4 Cross Street: Avpwu e Phone No.: .�-��-'ti- "�; �$ 16 &0(0- l 4V r +Aop a S . +U'- 41 B[dg.Permit#: +�3 1 email: S q,k t&f- oh al � e-0M Tax Map District: 1000 Section: [ a•(o Block: 7 Lot: l U BRIEF DESCRIPTION OF WORK(Please Print Clearly) R,h o v eu�-(/ ti1 o� w t S+t n6 wLrtv%.A in K dA zvt mqsfey hedv-oom u s c �n t vt t Circle All That Apply: Is job ready for inspection?: YES ! NO Rough In Final ' Do you need a Temp Certificate?: YES /(NO Issued On Temp Information: (All information required). Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service-Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead # Underground*Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 1 Request for Inspection Foan.xis b / / I `fes Town Hall Annex Telephone' Telephone(631)765-1802 r 54375 Main Road Fax(631)765-9502 CD P.O. Box 1179 c Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE-OF UTILIZATION OF TRUSS TYPE-CONSTRUCTION, PRE-ENGINEERED; 'WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION, ' ' Date: l _ - Owneca r��) •��-�-� _ _ Location of Property: 26o _"Te, Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or esidential c e Rehabilitation to an existing commercial residential 'ructure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction'(TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) OS 17" Roof framing (R) Floor and Wframing ) Signature- Name (person submitting this form): .4,1, aaC - Capacity(check applicable line): Owner Owner representative TrussRegMdocx Effective 1/1/2015 Additional Certification ; May Be Required. APPROVED AS NOTED C H DATE: s 7 g p FEE: �'ZDgY; Design Services NOTIFY BUILDING DEPAR NT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: www.mchdesignservices.com 1. FOUNDATION - TWO REQUIRED phone: OR POURED CONCRETE (631)298-2250 2. ROUGH - FRAMING & PLUMBING 3. INSULATION email: 4. FINAL - CONSTRUCTION MUST michael@mchdesignservices.com BE COMPLETE FOR C.O. N 69013'10" E 85.870' ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF to SITE CALCULATIONS SOILLOCATION AREA LOT COV, ON Q LOCATI I b ,, F ARD QO CONCRETE � PROPERTY 14463.0 SQ, FT, 0.33 ac ��UTFi0t6fi6�"," '�STEES O _ WASHOUT _ O ! r r T — O HOUSE 1430,3 SF S,S qo W C DEC C" AREA OF DISTURBANCE `/ J 4D SILT FENCE 1600 sn.FT ' ' '� 0 PORCH 28.0 SF 0,2 % V Ix r— PER CODE 25.0' LO DECK 392.0 SF 2,'f % � O r TOTAL 1850,3 Sr- 12,8 % v Z w i DECK I W W W �' O21.3' M I4 i A H OCCUPANCY OR - ; � 1;16 �„/ �i cn z USE IS UNLAWFUL O CONSTRUCTION I zo �/ A ENTRANCE O ��lITHOUT CERTIFICATE � HOUSE � W OF OCCUPANCY N H Z U c PORCH 25.0' �TN is 0 DRIVEWAY F,ETAIN STORM WATER RUNOFF PURSUANT TO CIiAPTER 236 f� OF THE- TOVVN CODE. M PLUMBER CERTIFICATION S 69013'110" W 106.970' ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SITE PLAN SOLDER USED IN WATER SUPPLY SYSTEM CANNOT THIRD STREET SCALE: 1" = 20'-0" EXCEED 2/10 OF 1% LEAD. DRAWN BY: MH Pi"-Ufv1R1N(7-- 10/20/2018 AU.PL'tIM6;,,'G ti AS'tE &WATER LINES NEED. TI STIN G BEFORE c'^`: `N SCALE: SEE PLAN OF E' 77"RICAL SJ°EFf SHEET NO: v 1NSl L'Z;��KIN REQUInED , � A � . _;,�.��2DIR a REf�1l.�aD TRUS °?�a J Blower door and ductyrnrTr testing required. M C H Design Services www.mchdesicinservices.com phone: (631)298-2250 -- -- - - -- -- - email: — - --_ - -- - - ---�-- -- ---- - - --- - - -- ---- -- - --------------T - -- michael@mchdesignsenrices com rT1 V P4 UZ W O A H � FRONT ELEVATION SCALE. 1/4" = l'-O" Vol W '—' w zCD �� -Iel o44Na v �D -- - - DRAWN BY: MH 10/20/2018 SCALE: SEE PLAN RIGHT ELEVATION NvY�4 SCALE: 1/4" = V-a" �y�.` ��� SHEET N O: I Design Ser — — www.mchdesignse phone: — – 3298-2250 _ — — — 6 1) email: michael@mchdesign REAR ELEVATION Lt.1 SCALE: 1/4" = 1'-0" W vz � Ai H cnw E Z E O � � � c _ V : . . .. .. :. . .. . . :. ,. , �. : . , ., •. . . ..:,��: ,�. : , . .: .•. : . : :�� •�. : •. �.:� .�, :.•: •:�� •.�, ; �: :�.�.•. : .•. •. DRAWN BY: LEFT ELEVATION 10/20/201E SCALE: 1/4" SCALE: SEE PL SHEET N � roc-'' ;•R�7 '��, Ui v �A n M C H 2$'-0" Design Services 2 6'-6" 6'-6" 6'-6" 6'-611 1'-0" 1'-0" www.mchdesicinservices.com — — — — — — — — — — — — — EXCAVATE PIERS FOR BUILDING DEPARTMENT r - -- -- - phone: INSPECTION;4X4 ACO POSTS ON I2"dia. ----_----- ---------- - CONCRETE PIERS,3'BELOW GRADE 2-2X10 ACQ GIRDER 2-2X10 ACQ GIRDER 2-2X10 ACQ GIRDER `_,' 2-2X10 ACQ GIRDER CV email: ALL JOISTS TO HAVE REQUIRED michael@mchdesignservices.com � � I I HANGERS TO HOUSE AND -' &ISTRAPPING STRAPPING TO GIRDERS. a 0 I - EXISTING POSTS ON CONCRETE PATIO TO ALL P TS TO BE ANCHORED TO U io BE REMOVED. REMOVE PATIO PORTIONS AT ALL PIER ND CAPPED TGIRDER aQo�— I zo POST AREAS(AS SHOWN);4X4 ACQ POSTS ASR UIRED O ON 12"dia.CONCRETE PIERS,3'BELOW I C\1 GRADE.DO NOT FILL IN PIERS UNTIL p INSPECTED BY BUILDING DEPARTMENT _ __ ----------- ---------- ` _ - e— �/ 2-2X10 ACQ GIRDER ,' 2-2X10 ACQ GIRDER 2-2X10 ACQ GIRDER 2-2X10 ACQ GIRDER ` --------------, I i NEW BILCO DOOR I a VO i EX.STOOP i I N AND STAIRS TO BE U is (0 INSTALLED I Q I x LEDGER TO BE FLASHED AGAINST HOUSE N SECURE TO BUILDING w/LEDGER-LOK SCRLWS (ALT.3/8"dia.w.WASHERS), 16"OC STAGGERED Q In.(2)2X10 DF# r , t W W � W N o it co W O 0 CRAWL SPACE W LL N w rT1 N Q I z UNFINISHED STORAGE F"'� z � Iw UNFINISHED BASEMENT Z 10 V) -----, -----, ------ o _--- r---=--_-- - �T EXISTING(3)2X10 GIRDER ; ___ ___ ; EXISTING(3)2X10 GIRDEk 1'1 � O -------- N MECHANICALS ' 2X8 F 16" C INSTALL STUD WALL,CENTERED, UNDER JOISTS Tq MEET CODE LOADS X W WALL OFF STAIR TO CEILING.CLOSE OFF WITH R-13 INSULATION AND 1/2"MOISTURE- RESISTANT SHEETROCK.DOOR(S)TO BE SOLID- CORE WITH WEATHERSTRIPPING w/DOOR SWEEP 1.8"CONC.BLOCK FOUNDATION,T-6" DRAWN BY: MH 2.CEILING HEIGHT:7'-2" — — — — — — — — — — — — — — — — — — — 3.PERMITER 2X3 STUDS 10/20/2018 4.NO SHEETROCK(REMOVED) SCALE: SEE PLAN OF N41 `i„� 0 SHEET NO: FOUNDATION PLAN = I SCALE: 1/4” = 1'-0" z 0?2 0 RO�SS01 ,, L� 28'-0" M C H Design Services ----------------------- ------------------------ www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com 0 DECK 5/4 DECKING,RAILING OPTIONAL (LESS THAN 30"FIN.DECK-GRADE) NEW BILCO TO BE INSTALLED I I O p ' OO OO l i V w C� H � KITCHEN I W W OOOO 00 (ALTERED) I I DINING W A -1I I (FORMER BEDROOM) w X EXISTING BEDROOM EXISTING No. 2 ATH =___--------'-------- H F--� CONTRACTOR TO EXPOSE CEILING FOR BUILDER INSPECTOR-0- 1-� MIN.B AM FOR NON-STORAGE ATTIC:(2)1-3/4X11-7/8 ML \Q 6'-2" 16-011 7'-2'/2" ® N I-1 BATH �-1 -------- REPLACE EXISTING WINDOWS r <rL --------- TW3046-2(EGRESS) _ o E cD X -------- O — 0 ------ -5" Z 7'- 2'/s' ------ M ' 1 — — w ------ r EXISTING LIVING ROOM EXISTING BEDROOMX -------- zo 00 1.INSULATE PER ENERGY CODE REQUIREMENTS; No. 1 N ; _ `� FLOOR:R19,WALLS:R20;CEILING:R49,WINDOW zMASTER BEDROOM MIN.U-0.30(SPRAY FOAM INULATEAS NEEDED) S M (RELOCATED) X 2.BEDROOM; 1/2"GYPSUM BOARD(TYPICAL). w A' 9" L�T10'-7/2' 3.BATHROOM; 1/2"MOISTURE RESISTANT GYPSUM, 4.INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. J - - - - - - - - - - EXISTING - - - -EXISTING(2)2X10 GIRDER 1.8'-0"CEILING HEIGHT EXISTING DRAWN BY: MH PORCH 2.2X4 CONSTRUCTION FT 13'-8" 10/20/2018 5/8"FIRE RATED TYPE-X TOOL STORAGE _ SHEETROCK ON WALLS EXISTING 2X6 CJ/RR C@16"OC CO SCALE: SEE PLAN AND CEILING ji �pF hE EXISTING DOOR TO BE REPLACED OR REMOVED(VIF) ��Pr� U�� �yC? SHEET N O. FLOOR PLAN V-0" O 6]250 'r',� 4 SCALE: 1/4n = 1 -0u ARo p ;® � C H Design Services www.mchdesicinservices.com phone: (631)298-2250 email: michael@mchdesignservices.com 5/4 DECKING 2X8 A( - DJ @16"OC +I I �r I • 3r �r (2)2X19 OD 1 I 1 s y -- - - -- r11 4 ACQ POST (TYP) (2)2X DACQ_) ,- _ _ R GIRD GIRDE TI � TT� i� " 1Ti — xo. I 1 I I ( I I ( A O Ln E1.BEOrR31T ltNf.T1 16•a ' r I u«�a..twsrnEw �,wa�w„~ ,«•a I � � I I SII I p MIN. 1 "dia. CONC. PI p M 11,1111+ I � l Ifiats nrvNm I � I � 1 I 1 J Ij Ij Iy ©� V vnxoowsru ]M.�EOMEa,.�,~ I I ti � I n I =� I I ` I 11 JI � v ' l„lf��� Y TYPICAL WINDOW OPENING m.]uwaoo-sae s ' ` t ( n I 7 w PANEL SPAN EQUAL OR SMALLER I I i THAN 4 FEET a«�ea.ucsaEw i , Ill ��nawx wrtx ]u•ac J G / 3h 91BETMErR IEpfiTl d •D 4 - V 1/ ^ r� jyPICAL DOOR NING A PANEL SPAN GREATER THAN N4FEET E""�°sT�OO�� rAsrtwER�� saau�c 11""1"71 '11 Ta.a.]snoscormEc]m xaaw000-srxEw G•o A , w AND EQUAL OR SMALLER THAN 6 FEET ort cutao ears w!w saws zn Er�oxr�r�n V_ xursp'a•O.G No.,O WODD501EW5 TYPICAL TER T AN6 FEET OPENINGS PANE N GRE AND QUALSMALLER e+sE�_i^ THAN8 FEET �� EM� CROSS SECTION W WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ~ AS PER SEC.1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) SCALE: 3/8" = 1'-0" x+ WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" l 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 rvyp 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.SHUTTER;MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. �r \n HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. O 1^T ■ �r cV 11 v � 3 11/4 11/4 11/4 (11/2 SINK LAV. W.C. D.W. 13" SHO ER F.A.I. E—L- 20 3 C.O. 02 11/4 DRAWN BY: MH 3 C.O. 3 10/20/2018 SCALE: SEE PLAN ��P ' -cTO APROVEDR�- ° � SHEET NO: SLOPE 1/4 PER FOOT PITCH TO DRAIN 4" C.I. SEPTIC SYSTEM _ TRAP HOUSE IJ A 504 r= SSIO T PLUMBING SCHEMATIC R° . , AFAV lk 1 171F Z-1 I_ WIND LOAD PATH CONNECTION M C H AND CONSTRUCTION DETAIL DRAWINGS Design Services USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS www.mchdesignservices.com phone: ENDWALL RAPIER WALL SND (631)298-2250 CRIPPLE STUD BOTTOM PLATE RIDGE JLEDGER BATHTUB email: HEADER DOUBLE JOIST michael@mchdesignservices.com 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 NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP / / g JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 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" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 1890. SLOPE HANGER APPLY TO EACH RAFTER/ LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD. JALL OPENINGS I RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 I LS210 118go. SLOPE HANGER JAPPLY TO EACH RAFTER/LEDGER BLOCKING 024"OC WALL STUD M. L VENTSF'OUSE-ROOFLECTED EXHAUST VENTS SELECTED AND METAL STRAP LOCATED BY CONTRACTOR CRICKET AT TOP-SIDE OF RIM BOARD CHIMNEY VENTILATION CHANNEL RAFTER AS SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN ' SIDEWALL FLASHING VENTILATION WOOD JOIST FOUNDATION TOP PLATE BLOCKING ' FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS 048"OC 8ARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AT WALL-- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A AND ALL WINDOW/DOOR OPENING JACK STUDS FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD —h NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. i� THE SPACE VENTILATED. ALL OPLNI IJGS WOOD GIRDER SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH GONTIN. SOFFIT/EXT. PLYWOOD rT, ON ALL OPENINGS ♦� PROVIDE HEMMED EDGE AT OPENINGS OF y INCH IN DIMENSION. w � FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION i AND 50 A$ TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30"1890. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY " " " CONNECT TO ON ALL OPENINGS / ACTION 4 - 6RAFTER RT10 10-3/4 x 1890. TYDOWN ANCHOR `�:• EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. ROOF VENTILATION/ OVER BEARING WALLS AND HEADERS O 14" - 16" LSTA36 1-1/4•'06" 1890. STRAP AND JACK STUDS � 8" - 12" RAFTER RT20 21-1/8" x 2090. TYDOWN ANCHOR CONNEACHERAFTER CT TO SOFFITEO EAVE DETAIL ON ALL OPENINGS i , KEEP ROOFING NAILS OUT W 2ND. FLOOR WALL I OF FLASHING ROOFING LAPS BASE LFLASHING 4 INCHES _ BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAMELA /\ / EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING 1�1 SIDES 4HES AND LAPS NAILED 70 SHEATHING A SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST TOP PLATE � ^ 11.4 GIRDER/HEADER I 1 W F FF .771 SIDE WALL FLASHING !!!�"��""��� 1ST. FLOOR WALL STAATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALLL WINDOW/DOOR DOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALL$, WALL STUD AND RAKES D PROVIDE HEMMED EDGES $O AND FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga,STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1 2" ON ALL OPENINGS RIDGE VENT FOLDS / ALL JOISTS CONNECTED IED TO A FLUSH HEADER TO BE SUPPORTED WITH O ` V CONNECT EACH FROM PEAK TO ALLOW FREE INSTALL 4'0"O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE THE PROPER STEEL CONNECTOR. 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2"HIGHER THAN LVL HEADERS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS PLATES TO EACH STUD :Z) DBL. SILL PLATE SUBFLOOR �\ TERMITE SHIELD SILL GASKET ° WOOD JOISTS NEOPRENE 1 TYP. CONC. FOUNDATION CONC. SLAB( A 6 MIL. POLY V GASKET �++ 1 I f 2z6/2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR GRANULAR FILL • 1 BOLTED TO STEEL BEAM NTH 6MIL POLY ON EXTERIOR 1 . . �•p + I 1/2" OLA. STEEL COLUMN BOLTS®48"ox. STAG. •e V � •?� I � � � + 1 G d • • • \ ROOF JACK ++ • CONC. SLAB I 'O 6 (\� + STEEL BEAM s • A �•• v ANCHOR BOLT EMBEDMENT: // II + A POURED CONCRETE: 7' • COMPACT FILL —�� 4" x 1/4" z 8" STEEL • BLOCK WALL: 15' _ • ROOFING LAPS + TOP AND BOTTOM PLATE V • d • 7 O ' w FLASHING AT r 1/2"GROUT KEYWAY FOOTING . A ,A �,A •. SIDES AND TOP + WITH 1/2" x 6" ANCHOR BOLT m s , �'A "A C CONC. FTG. USE(WIT USP L30 SQUARE OR WASHERS + • ;O ANCHOR BOLT CONNECTION P583) + REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT - • I I 3" STEEL COLUMN DRAIN TILE p . ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS (10 KIPS) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM RA PACE R UNDATI N 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TD 24"44"x12" CONC. FTG. (CRAWL SPACE ORFOUNDATION) STEEL/ BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION AB- N- R D J/ 1-2 STORIES 57" OC ROOF JACKS& VENTS DETAIL CONC. SLAB J I .•�"^�SUBFLOOR 6X6 10/10 WWM / DOOR FRAME COMPACT FILL GARAGE JOIST I DOOR USE 2X8 STEEL BEAM •^, 4' SLAB ttI FOR BLOCKOUT DRAWN BY: MH + W/6X6 NAM SLOPE P.T.PLATE 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT • 1/2" AIR SACE < 1 • • (WITH A NAILING PLATE IF NEEDED) • �, �• ' , ;ai AT END AND ♦• • • • •' TO BE BEAM T 1/2-LL OR HIGHER THAN 1�/�0�2�18 s-_ �� �H,<•A ES OF WOOD �A � • STEEL BEAM TO ALLOW FOR SHRINKAGE GQA • G 4'�'a' •� "• • • Q�. • BEAMS '•p • at •• •'• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12" i 6X6 W.W M. •� A .^ G•+.•_G b • _ ='1 4 •'• O•'A _ MIN. (� •a •p •w �•• �•• A • y `NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM •A A � •� � � ��—SUBFLOOR •' A REINFORCING BAR i NOTCH EQUALS 1/4 DEPTH OF BEAM O • • •• I—II — .p . REINFORCING BAR , e•.• • , 0--lo, SCALE: SEE PLAN DRAIN TILE I i 1 ! + G O •O • — 12" •. SHEET METAL/30# FELT UNDER BEAM AT POINT — STEEL BEAM OF CONTACT WITH CONCRETE OR GONG. BLOCK y!• 3" PLATE(BOLTED BEA TYPICAL GONG. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS, w SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2)#4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT 1~ BSHEET NO:EAM POCKET Q'� � )EES, 1 i0 P 1 ? ' (J7 / A�O�S70/ D• .�sr WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS. USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. M C H L 4"MAX. I{I� 4"DIA.MAXIMUM Design Services 4"DIA.MAXIMUM POST GIRDER/HEADER e z www.mchdesiLD gnservices.com POST/COLUMN '°' phone: Z 12"x12"x12" .• � CONCRETE FOOTING + a (631)298-2250 °w °w M ' email: michael@mchdesignservices.com DECK POST FTG.CONNECTION DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING STAIR RAILING USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR JAPPLY TO EACH FOOTING 1-1/2"SPACE MINIMUM HANDRAILS GIRDER POST T-11-1 GIRDER/HEADER ° e POST/COLUMN RIM/DECK JOIST BALUSTERS o CONCRETE PIER •° " o OPEN BALUSTER ATTACHED TO WALL "a HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTIONHEADER/GIRDER-TO-POST CONNECTION UJ OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN LOCATION USP NUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDEPMEADER TO POST/COLUMN CONNECTION (3)BEAMS PAU66 OR WE66 P05T/BEAM ANCHOR APPLY TO EACH PIER V 11 U w O FLASHING TUCKED UNDER Z �I TOP PIECE SIDING AND W w LAPPED OVER FIRST CONTIN. 1�1 94 h GIRDER/HEADER PIECE OF SIDING BELOW MI : 2-1/2"DIA.LAG BOLTS W/WASHERS u w CONNECTED TO BLDG.Q32"OC UNDISTURBED SOIL H LAY PLASTIC BASE DIRECTLY ON Q STAIR TREAD POST/COLUMN °° UNDISTURBED SOIL(ORGANICS REMOVED) `�j � RIM BOARD o° LEVEL BASE STRINGER FIT CONSTRUCTION TUBE AND PLUMB BRACE TUBE 2 FLOOR FRAMING x JOISTS �' '' FILL AS PER MANUFACTURES'INSTRUCTIONS -III-=111 Ill_111=III=111_III_III III���II OL, BLOCKING FOR FD LAG BOLTS JOIST HANGER POST-70-GIRDERMEADER CONNECTION O 'T � Q� LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD. ° e n 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN STRINGER TO DECK/PORCH CONNECTION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR JAPPLY TO EACH COLUMN HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR JAPPLY TO EACH COLUMN DECKIPORCH LEDGER CONNECTION DISTURBED/POOR SOIL r ' LAY 4-6"LAYER OF CRUSHED STONE OR GRAVEL LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL [ ^ LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB 'I .` CE TUBE FILL AS PER MANUFACTURES'INSTRUCTIONS STRINGER _= = 1=I=II Wal E 1I° (oJ16"OC III III=II I=111=III=111=II I-111 111-11 (2)THRU- WOOD JOIST JOIST BOLTS t P644 POST 4 t CONC.PIER FOOTING ANCHOR "dia. o. n PIER16"TREAD GIRDER/HEADER BIGFOOT SYSTEMS FOOTING FORM ' WOOD 1019 GIRDER/HEADER IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS GRADE a CONC.S ••LAB AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT (AS REQ.) C ' ° °A PRESCRIBED IN THE CODE. • FLUSH JOISTS WITH HEADER/GIRDER THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT a b 8"dia. °.'Ca DECK PIER ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBG EVALUATION SERVICE REPORT 1:-h CONC. °.'°' PER PLAN THE PROPER STEEL CONNECTOR. SPLICED JOISTS OVER HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. 3 �" °.•a. PIER v vd�. IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS LOCATION JUSP NUMBER I DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER I RT10 ITYDOWN ANCHOR 1CONNECT TO EACH JOIST DRAWN BY: MH HANDRAIL NOTES: DECK& PORCH NOTES: NAILING SCHEDULE 10/20/2018 All required handrails shall be of one of the following types 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber, NAIL NAIL or provided equivalent graspability. II fasteners,hangers and anchors to be galvinized or stainless steel. JOINT DESCRIPTION QTY. SPACING NOTES 1).Type I.Handrails with circular cross section shall have an ).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. JOIST TO: PER TOE 4-8dCOMMO SCALE: SEE PLAN outside diameter of at least 1.1/4 inches and not eater Girders on concrete piers shall be anchored with proper steel connectors anchored SILL,TOP PLATE OR GIRDER JOIST NAIL into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA BRIDGING EACH TOE than 2 inches.If the handrail is not circular it shall have a 2-8d COMMO perimeter dimension of at least 4 inches and not greater GROUNDWIND SEISMIC FROST WINTERICESHIELD TO JOIST END NAIL 3).Posts supporting girders shall be anchored to a 12"xl2"x12"thick concrete footing. FLOOD BLOCKING EACH TOE than 61/4 inches with a maximum cross section of SNOW SPEED DESIGN ATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN 2-8d COMM011 Use aminimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall HAZARDS TO JOIST END NAIL dimension of 2-1/4 inches. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED be 4 ft.below grade. O BLOCKING LAT EACH TOE SHEET N O■ MODERATE SLIGHT TO 3-16d COMMO s' 2}.Type 11.Handrails with a perimeter greater than 6-1/4 4).Deck joists to have blocking at 8'0 o.c.. 20 PSF 130 6 SEVERE 3 FT. TO HEAVY MODERATE 11 NONE SILL OR TOP PLATE BLOCK NAIL �Q D F,/ U inches shall provide graspable finger recess area on both LEDGER STRIP EACH FACE CO gyp ; sides of the profile.The finger recess shall begin with a 3-16d COMMO P g g 5).A minimum of 10 inch flashing shall be installed between the building and ledger. TO BEAM JOIST NAIL * t y • ,,?. tS distance of 3/4 inch measured vertically from the tallest Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOIST ON LEDGER PER TOE r— . ., Fortiori of the profile and achieve a depth of at least 5/16 at 16"o.c. CODE: 2015 IRC 2016 NYS 3-8d COMMO P p P TO BEAM JOIST NAIL • inch within 7/8 inch below the widest portion of the ' BAND JOIST PER END th r tJ$ profile.The required depth shall continue for at least 3/8 6).Concrete piers shall be a minimum 6"above grade. 3-16d COMMO Z Inch to a level that Is not less than 1-3/4 Inches below the UNIFORM SUPPLEMENT TO JOIST JOIST NAIL a,a�• �,.. \ tallest portion of the profile.The minimum width of the 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored BAND JOIST TO: PER Q p? i P P 2-16d COMMO TOE NAIL �� handrail above the recess shall be 1-1/4 Inches to a to girder(s). SILL OR TOP PLATE FOOT A� Ar IL i maximum of 2-3/4 inches.Edges shall have a minimum 8).Use slmpson hangers and anchors with Z-MAX tripple protective coating or equal OFEsso AU IL radius of 0.01 inches. for any contact with ACQ. i U� WIND FRAMING NOTES NAILING SCHEDULE G PLAN CONTENTS: M U H GENERAL NOTES 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL Design Services 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING In each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY; TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) CEILING JOIST 8'WALL:3-Sd COMMON EACH intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL www.mchdesignservices.com 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 CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT phone: 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 (631)298-2250 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 email: 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 michael@mchdesignservices.com 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-Bd 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 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ( ) 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 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 QTY. SPACING NOTES GAURDRAILS ANY DIRECTION 200 (DESIGNED FOR CAT.C) precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing. TOP PLATE TO 2-16d COMMON PER FACE NAIL 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 corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. 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 2-16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE P PP STUD O.C. NAIL Sym-: attached with Sd common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 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&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH 8315 IRC. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements 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 2015 IECC 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwallsshall meet the requirements oftable 3.15a-b times the appropriate PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FLOOR JOIST,BAND 101ST, 2-16d COMMONQ length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE SIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING' DEC"AY 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. interior shearwalis are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES MODERATE SLIGHT TO - 20 PSF 130 B SEVERE 3 FT. 11 YES 2.4.4.2 and 2.2.4 respectively. 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-8d COMMONJOISTNAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EAC H TOE 4).Any new concrete walls being attached to existing concrete structure shall 2-8d COMMON O with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE r ' be installed with#5 re-bar,18"longat 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES \vJ pp p Y 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE r ' 5).Unless otherwise noted,all slabs on rade to be 2500 s.f..Concrete to be 2-Sd COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6"O.C. SEE NOTES:1,3 g P TO JOIST END NAIL C°1 O° poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: P g g' BLOCKING TO: EACH TOE SEE NOTES:1(BOTH FIELDS) to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMON INTERIOR ZONE Hd COMMON @ 6"O.0 8d COMMON @ 12"O.G. 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 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMON 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 Sd COMMON @ 4"O.C. SEE NOTES:1,3 8x16 cast iron foundation vent for every 150 sq.ft.of area. rT, attached with the above requirements. TO BEAM JOIST NAIL F+i DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8dCOMMO NOTES PER TOE Z 7).Dampproof exterior of foundation with bituminous coating as per section 8406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMON g p p g g g TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, ����]] BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. f1 I_1 '_4 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMON \� � AJ � w SILL OR TOP PLATE FOOT SEE NOTE:1 W P4 Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. r , " For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. Z r1 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL {, QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For ;r}r�. Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. P g g g below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. r�T � 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS- O 44 N Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 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 otherwise. JOINT DESCRIPTION V Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE Sd COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) Unless otherwise noted,all bearing wall headers be(2)2xEDGE NOTE:2 FOR PANEL FIELD B #2+BTR.Doug.Fir. 5d COOLERS where needed. GYPSUM 7" O.C. INTERIOR ZONE 8d COMMON Bearing wall headers to have(2)jack studs and(2)fullll length studsds 6).Concrete piers shall be a minimum 6"ab on each side of all WALLBOARD 10"O.0.FIELD @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 above grade. : openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHINGNOTES r ^ N 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 � v , openings between 41 and 60 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTIONQn SPACING 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 the same manner as a typical building. STRUCTURAL 8d COMMONAS 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 anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON3"O.C.EDGE be used. 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 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 5d COOLERS 10"O.0.FIELD 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2)-Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted(typical). FLOORSHEATHING: 3).if wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8).Dormer running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. JOINT DESCRIPTION ure.Verify with the QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1"OR LESS 2"O.C.FIELD Section R602.8-FIREBLOCKING REQUIRED Sd COMMO 1 9).Provide blocking bridging in floor joins at 8'0 o.c..Use solid blocking in floor joists Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: and to form an effective fire barrier between stories,and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels-Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural /� adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, DRAWN BY. 1' n/�(� over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing Is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces i i ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. O/2O/�O 1$ to have regular 1/2"sheetrock.All walls to be taped and finished. 3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 1 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or SOiL COMPACTION' flame and products of combustion. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 SCALE: SEE PLAN torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 2).COMPACTION OF NEW FiLL SHALL BE AT LEAST 95%PROCTOR NOTE: O_- Z DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THErl SHEET N O. SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY ,�T� TESTED BYAPROFFESSIONAIAGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. t� �� �?n ;, � + p SOA &725 rArt IUF-E