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HomeMy WebLinkAbout38730-Z Town of Southold Annex 12/9/2014 P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37318 Date: 12/9/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 650 Old Shipyard Rd, Southold, SCTM#: 473889 Sec/Block/Lot: 64.-244 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/14/2014 pursuant to which Building Permit No. 38730 dated 3/25/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING REAR COVERED ENTRY TO AN EXISTING ONE FAMILY DWELLING, PER ZBA DECISION#6702 DATED 12-19-2013 AS APPLIED FOR The certificate is issued to McQuade,Brian&Tabitha (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0075 11-28-2014 ELECTRICAL CERTIFICATE NO. 38731 09-18-2014 PLUMBERS CERTIFICATION DATED 12-08-2014 Walter Marszewski jVd&izqd Sign ure Town of Southold Annex 12/9/2014 P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37319 Date: 12/9/2014 THIS CERTIFIES that the building ACCESSORY ALTERATION Location of Property: 650 Old Shipyard Rd, Southold, SCTM#: 473889 Sec/Block/Lot: 64.-2-44 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/25/2014 pursuant to which Building Permit No. 38731 dated 3/25/2014 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: ADDITION TO AN EXISTING ACCESSORY GARAGE PER ZBA DECISION#6702 DATED 12-19-2013 AS APPLIED FOR The certificate is issued to Brian&Tabitha McQuade (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38731 09-18-2014 PLUMBERS CERTIFICATION DATED Auth Si ture TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE + SOUTHOLD, NY 1 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#: 38730 Date: 3/25/2014 Permission is hereby granted to: McQuade, Brian & Tabitha 650 Old Shipyard Rd Southold, NY 11971 To: construct additions & alterations including a 2nd story addition per ZBA decision #6702 as applied for At premises located at: 650 Old Shipyard Rd SCTM # 473889 Sec/Block/Lot# 64.-2-44 Pursuant to application dated 3/14/2014 and approved by the Building Inspector. To expire on 9/24/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $869.60 CO -NEW DWELLING $50.00 Total: $919.60 Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY r 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 #: 38731 Date: 3/25/2014 Permission is hereby granted to: Brian & Tabitha McQuade 650 Old Shipyard Rd Southold, NY 11971 To: construct an accessory garage addition per ZB # 6702 as applied for At premises located at: 650 Old Shipyard Rd SCTM # 473889 Sec/Block/Lot# 64.-2-44 Pursuant to application dated 3/25/2014 and approved by the Building Inspector. To expire on 9/24/2015. Fees: ALTERATION OF ACCESSORY BUILDINGS $192.00 CO -ADDITIONS TO ACCESSORY BUILDINGS $50.00 Total: $242.00 C,""—/ Buil i g Ins ctor 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 ofelectrical 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. SubmifPlanning 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 . 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. 0 3 Q New Construction: V Old or Pre-existing Building: (check one) Location of Property: (O 5 041 9,0 n .b House No. Street �/ Hamlet Owner or Owners of Property: ��14-P.) TA/' l A / "i C d U L}i�) Suffolk County Tax Map No 1000,Section Block Z Lot 4- f— Subdivision Filed Map. Lot: Permit No. O , Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate- Final Certificate: (check one) Fee Submitted: $ ApplicantSignature Form No.6 TOWN OF SOUTHOLD BUILDING DEPAR'T'MENT 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 ofelectrical 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 property completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building lnspector'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 $15.00 - / Date. New Construction: V Old or Pre-existing Building: (check one) Location of Property: S/y(p !eAglo Al .10 House No. Street Hamlet Owner or Owners of Property: 6je I^A) 7jq �7�z U L} Suffolk County Tax Map No 1000,Section (o ¢ Block Z Lot Subdivision Filed Map. Lot: Permit No. - Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ L Applicant Signature SO�ryQl. 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q roper.riche rt(W-town.southoId.ny.us Southold,NY 11971-0959 �Q i �ycDUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: McQuade Address: 650 Old Shipyard Rd City: Southold St: NY Zip: 11971 Building Permit#: 38730 Section: 64 Block: 2 Lot: 44 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Triangle Elec License No: 4468-e SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 26 Ceiling Fixtures 15 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 3 Smoke Detectors Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 12 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture 3 Pumps Transformer AppliancesP33 Dryer Recpt Emergency Fixture Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures TVSS Other Equipment: 2-paddle fans, 3-exhaust fans Notes: Inspector Signature: Date: Sept 18 2014 81-Cert Electrical Compliance Form.xls *pG SO�jyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA • 0 roger.richert(@-town.southold.ny.us Southold,NY 11971-0959 0 �y�OUNV,�1c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: McQuade Address: 650 Old Shipyard Rd City: Southold St: NY Zip: 11971 Building Permit#: 38731 Section: 64 Block: 2 Lot: 44 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: triangle Elec License No: 4468-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 1-60 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 3 Twist Lock Exit Fixtures TVSS Other Equipment: 1-exhaust fan Notes: Inspector Signature: Date: Sept 18 2014 81-Cert Electrical Compliance Form.xls Town full Annex Telephone(631)765-1802 54375 Main Road Fax(63 1)765-9502 P_O. Box 1179 Southold,New York 11971-0959 �Q DD i J _ BUILDING IMPARTMENT TOWN OF SOUTHOLD U L(; D EC 8 14 !( Tnl CERTIFICATION " Date: (� l Building Permit No. (Please print) Plumber: (Please print) I certify that the solder used in.the water supply system contains less.than 2/10 of 1°la. lead. Olumbers.Sigt><ature)' Sworn to before me this day o� 20 l VICKI TOTH Notary Public Stat¢of New York No.01r061s0696 Qualified in Suffolk Count. / Commission Expires JUIV 28.73 Notary Publicc ty r� ��� �� �l►�OF SO�I�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAU G R RKS: �j c-- `� -4 DATE INSPECTO l c� 612,2 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] OUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] C ING REMARKS: DATE INSPECTOR ` _ F �0��0 �ilyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FO NDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATIO [ ] INSULATION [ FRAMIN ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC AL) REMARKS: DATE r ` INSPECTOR i vs TOWN OF SOUTHOLD BUILDING DEPT. ��6 ��►-� 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �4-2,6� DATE INSPECTOR pF SOplyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECT ON [ /FUNDATION 1ST [ ROUGH PLUMBING DATION 2ND [ ] INSULATION NG / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR C.� ho��Of SOUry�� o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] R GH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ J FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKIN REMARKS: 10 �® DATE INSPECTOR OF SOUjyo� 'F # �'�UOUNIY,� TOWN OF SOUTHOLD BUILDING DEPT. c� 765-1802 M INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE ` INSPECTOR i � o 397450 N ie TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] RO PLUMBING [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING / STRAPPING [ FINAL [ ) FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: zed Lo- DATE �` INSPECTOR i oF so�lyo� coulm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] ULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY 1 SPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 5;2� DATE INSPECTOR is 1 1 0 J!2;4 i Y, • 1 is OVA WA m PRO PLUMBING WMA INSUL ATION PER N.Y. STATE ENERGY CODE �... ANEMS _ o s • 1 • • i PLUM IN3PE • N REPORT DATE CONIIVlENTSClAv l� 74� .J FOUNDATION(IST) FOUNDATION(ZND) d� ROUGH FRAMNC& PLUMING • o R INSULATION PER N.Y. H STATE ENERGY CODE • t ZY the zz• a FINAL i' 3 ADI)MONAL CONIlI NTS • � O i Z E i 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 TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. �7 3I Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: �j Approved o? ,20 Mail to:A-4ex Disapproved a/c Phone: 7� Expiration o 20LLi Building Inspector APPLICATION FOR BUILDING PERMIT Date D , 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`pennit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing addr State whether applicant is owner, lessee, age n , architect, a ineer, general contractor, el & }t m er QrbWlder.`�, _/1__,)/ FEF: > . .. T1FY UILP1 Name of owner of premises AC ,i�l i U FOR IF (As on the tax roll or latest deed) 1, FOUNDATION-TWO REOUIRED If applicant is a corpprationi signature of duly authorized officer FOR POURED CONCRETE 2. ROUGH -FRAMING.PLUMBING, (Name and title of corporate officer) STRAPPING. ELECTRICAL&CAUL KIP!G 1 INSULATION Builders License No. 4. FINAL-CONSTRUCTION &ELECTRICAL MUST BE COMPLETE FOR C.O. Plumbers License No. ALL CONSTRUCTION SHALL MEET THE Electricians License No. - REQUIREMENTS`OF THE CODES OF NE'.V Other Trade's License No. YORK STATE. NOT RESPONSIBLE FOR p d ft� DESIGN OR CONSTRUCTION ERRORS. 1. Location_of land an which proposed work will be don �/� ro v �i? WATER RUNOFF House N)imber. Street t Hamlet PURSUANT TO CHAPTER 236 OFT E WN CODE. _ County Tax Map No. 1000 Section Block • D 2- Lot Subdivision Filed Map No. ' Lot TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLI ,BUILDINi&-DEPARTMENT Do you have or need the following,before applyi TOMIN HALL Board of Health SOUTHOLD, NY 11971 t. 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey_ SoutholdTown.NorthFork.netMIT NO.. Check Septic Form T- N.Y.S.D.E.C. Trustees MAR ?_014 I C.O.Application L-- Flood Pennit Examined 320 I Single&Separate Storm-Water Assessment Form a7 /` - Contact: ,/(� Approved .�,20/`7 '�i Mail to: i� C C014y)fi97--' Disapproved a/c Phone: 7.7 Expiration d- 0I5 , f r E d �3 Rg SEP 12 2013 APPLICATION FOR BUILDING PERMIT BLDG.DEPT. bate © L 3 Tovdh or SOUTHOLD INSTRUCTIONS , 20 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildfhgs oh;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 hot,66mmenced,within..1.2 months after the date of issudnoo�: ha:s not been completed within 18 months from such date. If no zp11ing!ameAdrmnts-or other regulations affecting th property h«•e been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described The applicant agrees to comply with all applicable laws, ordinances, building code,housing code,and regulations,and to admit authorized inspectors on pre--ises and in building for necessary inspections. (Signature of applicant or naive,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, age , architect engineer, general contractor, electrician,plumber or builder Name of owner of premisesAW /l U (As on the tax roll or test"dd'ed) 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 be done: 0 0 c.O Sr`f FP yam ' C. xis. House Number Street Hamlet County Tax Map No. 1000 Section Block OZ Lo 4.. .jUU ►. V1S1ui. tiled Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed ccnstruc.�tion: a. Existing use and occupancy. S`1AJ6 C fF,4 e42 !G 1./ /2,E E _r b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair -,,,-Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6:` if bhiimi ess,'comm ial or mixed occ pan a nature and extent of each type of use. L;W7 7. Dirntp Eons`�of a sting s ctures, if any. Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth HeightNumber of Stories Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Frons' 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 XNO� ill excess fill be removed from premises? YES N0 13. Will lot be re-graded? YES NO,4W � 14. Names of Owner of premi es—& 4.447 5 Address Phone No. 201 S 32 3�12 Name of Architect tj me A.6 T L Address Phone No 7X¢ 44 it Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES,SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAYBE VQUIRED. b. Is this propertywithin 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 N0Do� * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFJV l� IY �z" being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the i (Contractor,Agent,Corpor to Officek,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and pelief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20T ',No.�ry Public Signature of p.plicant 2. State existing use and occupancy of premia s and intended use and occupancy of proposed construction: a. Existing use and occupancy J//V L /� E b. Intended use and occupancy_ ,�.�.,41 ' 3. Nature of work(check which applicable): New Building Addition Repair Removal (_Alteration L,--"Demolition ' Other Work_ �,�}G� 4. Estimated Cost Fee (yscription 5. 1f dwelling, number of dwellingunits (To be paid on filing this application) 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 s�ct�ures��if any Front Hei ht Rear Depth g Number of Stories Dimensions of same structure with alterations or additions: Front Depth Rear P Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories S (/e V-6 ehr —� 9. Size of lot:'Front Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated '� 0 12. Does proposed construction violate any zoning law, ordinance or regulation?YES V/ NO 13. Will lot be re-graded?YES NO ✓ Will excess fill be removed from premises? YES ✓ NO 14.Names of Owner of premises/r(r 4-1 D�Address Phone No. 2-6 15-3 Z xG/L Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE QUIRED. b. Is this property•within 300 feet of a tidal wetland? * YES N, * 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) : COUNTY OF ,.7(/ Ss L �Ak C LA✓'fte-r-Z being duly sworn,deposes and says that(s)he is the a licant (Name of individual signing contract)above named, pp (S)He is the (Con actor Agen rporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 .r Notary Public Signature of Applicant j BOARD MEMBERS rjF soar Southold Town Hall Leslie Kanes Weisman,Chairperson �� /y� 53095 Main Road•P.O.Box 1179 Eric Dantes �� l0 Southold,NY 11971-0959 Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Homing ► �� 54375 Main Road(at Youngs Avenue) Ken Schneider ���'� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD h, DEC 2 32013I Tel.(631)765-1809•Fax(631)765-9064 . 1 ,r i,n;p ---- GS,DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 19,2013 ZBA FILE#6702 NAME OF APPLICANT: Brian and Tabitha McQuade SCTM#1000-64-2-44 PROPERTY LOCATION: 650 Old Shipyard Lane(corner Landon Road)Southold,NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The property is a 11,250 square foot lot in the R40 zone district. It consists of 75 feet of frontage on Old Shipyard Road, 150 feet of frontage on Landon Road, 75 feet on the western property line, and 150 feet on the northern property line. The property consists of a two-story frame house and an accessory one story frame garage. The garage borders Landon Road and the house faces Old Shipyard Road. There is a septic system containing one holding tank and one septic ring near the North West side of the house. The existing structures cover 16.3%of the building lot. The house is 35 feet away from Old Shipyard Road. The house is 19.2 feet away from Landon Road. All is shown on a site plan by Mark Schwartz,Architect dated December 6,2013. BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and Article III Code Section 280-15C and the.Building Inspector's September 23, 2013 Notice of Disapproval based on an application for building permit for additions/alterations to existing single family dwelling and addition/alteration to existing accessory garage: 1) less than the code required minimum front yard setback of 35 feet, 2)accessory exceeding the maximum 660 square feet on lots containing up to 20,000 square feet. RELIEF REQUESTED: The applicant requests a variance to construct a second story addition to his single family with a front yard'setback of 26 feet from Landon Road where the code requires a 35 foot front yard setback on a lot measuring less than 20,000 square feet in total size. In addition, the proposed additions and alterations to the existing accessory garage are not permitted because such buildings shall not exceed 660 square feet on lots of this size and the proposed addition to the existing garage will increase the size of the garage to be 735.7 square feet. ADDITIONAL INFORMATION: During the hearing testimony was taken that the intended use for the addition to the garage was to construct a workshop. The workshop will measure 225 square feet. The applicant stated this is the smallest amount of space to make the proposed workshop useable. The workshop will have electricity. It will not have plumbing or heating. A letter of support was received from a neighbor. The applicant's agent submitted several front yard setback variances that were granted to other properties in the neighborhood that are similar to what the applicant proposes for additions to the existing dwelling. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 5,2013 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The design of the house makes Old Shipyard Road the architectural front yard, and the dwelling on the subject property meets the code required set back from Old Shipyard Road. The design of the existing dwelling makes Landon Road the architectural side yard of the property. The Zoning Board of Appeals has granted six variances to properties in S.C.T.M. Section No. 64 for front yard setbacks. The proposed addition to the existing accessory garage will have a minimal to no visual impact on either road. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The variance for the front yard setback is warranted because the property has two front yards with a very narrow rear yard, in which the septic is located, making a conforming location not feasible. The dwelling currently exists at 19.2 feet from Landon Road and the additions are proposed within the existing footprint at 26 feet. The variance requested to make the garage larger than code permits is warranted because it is the more practical way to create a workshop on the property. The applicant would need a variance for any accessory structure he built on the property and the granting of this variance will lead to the least number of structures being placed on the property. 3. Town Law 4267-b(3)(b)(3). The variance for the front yard setback granted herein is mathematically substantial, representing 26% relief from the code. Grant of the variance for the font yard setback of 26 feet from Landon Road for a second story addition to the existing dwelling is more conforming than the existing first floor setback for the dwelling of 19.2 feet. The variance to enlarge the garage is not mathematically substantial representing 11%relief from the code. However, the property is limited by the fact that it has two front yards and the total lot coverage of 20% still falls within the allowable lot coverage by code. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and alterations to the dwelling and work shop addition to the accessory garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Dantes, seconded by Member Goehringer, and duly carried,to GRANT the variances as applied for, and shown on the site plan prepared by Mark Schwartz, Architect, dated December 6, 2013 and the drawings titled McQuade House additions & alterations sheet No. A-1 — A-5 dated October 18,2013. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Goehringer, Horning, Schneider, Dantes. This Resolution was duly adopted(5-0). Leslie Kaneseism ,Chairperson Approved for filing / a /2013 S�(/ryo Town Hall Annex 4 Telephone(631)765-1802 �> 54375 Main Road N rt 0(63 )76g0Q .P.O.Box 1179 roAer.richensouny.us I Southold,NY 11971-0959 BUILDING DEPARTNEW TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: ±=d License No.: q L( U g g. Address: Po ISO)( CQ ' Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: p j s O Ck-+kb1 j *Cross Street: ta4n do ri *Phone No.: 2 d l S Z 31Q l Permit No.: i Tax-Map District: 1000 Section: Block: UWE *BRIEF DESCRIPTION OF WORK(Please Print Clearly) t-ov 114vo� (-viol(e "ej & (Please Circle All That Apply) Is job ready for inspection: YES/ NO Rough In Final *Do-you need a Temp Certificate: YES/ NO Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 . 400 Other I . *New Service: Re-connect Underground Number of Meters Change of Service Overhead ' Additional Information: PAYMENT DUE WITH APPLICATION i - 82=Request for Inspection Form f . o��Of S.Town Hall Annex 4375 Main Road Telephone(631)765-1802 (631)76T9512 P.O.Box 1176 G Q roaer.richert town.sou fflloea.ny us Southold,NY 11971-0959 i . BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION ' REQUESTED BY: T� Date: Company Name: Name: License No.: I Address: �vU 2 Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: (Wd J f'�G *Cross Street: Id � � � *Phone No.: Permit No.: Y73( cc. Tax-Map District: 1000 . Section: Block: a- Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle Ali That Apply) *Is job ready for inspection: YE / NO Rough In Final *Do-you need a Temp Certificate: YE / NO i Temp Information(If needed) .. f *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other 6o,4 Sud *New Service: e-connect Undergroun Number of Meters Change of Service OverheadwQL' i Additional Information: PAYMENT DUE WITH PLICATIO 82=R ues for i eq t Inspection Form SIFF Scott A. Russell d° 4- James A. Richter, R.A. SUPERVISOR Michael M. Collins, P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 Fax#: (631)-765-9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US1 > JAMIE-RICHTER@'rOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE: All Contact & Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) PROPERTY OWNER (If Different from Applicant) NAME: MAKK S'cgw- to TL NAME: Cj1i'oN AC Q0,40 ADDRESS: Po 1pV_ 113.3 ADDRESS: i'iSo ikP S141P VAQ 0 /20 cu:rLyoGv Telephone Number: N 72 ¢ III' I Telephone Number: ZO/ ,5.? ?— ,3 Z Completed Applications can be picked up at the Engineering Department after being notified by the Department,or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x 11"Envelope& Appropriate Postage. DATE: 0,3/10/1* Property Address / Ldcation of Construction Work: GS c oc-p Ship700 L � SCTM *: 1000 a Ot District Section Block Lot' Required Documents for Stormwater Review: Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created,and/or when existing Roof Systems,Driveways, Patios or other Impervious Surfaces are Re-Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations,Replacement of exterior Doors&Windows, Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. A Complete Description of the Scope of Work Proposed under the Building Permit Application. A Completed Stormy ter Review Ct v,cklist. If No or NA are Indicated, Justification is Required. * * FOR I RING DEPARTMENT USE ONLY **** �Reviewed By: Date: Ap ove aAd • nal Information Required: eo1r CHAPTER 236 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST APPLICANT: (Property Owner,Design Prof oral,Agent,Contractor,Other) 2 DATE: .� /l'I K g NAME: K .JC W .j e T Z 1 ► S C T M 1000 02 Telephone Number: 7.34 4 Yer District Section Block Lot S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided! 1. A Site Plan drawn to scale Not Less that 60'to the inch MUSTIf You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YE§j NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location&Description of Property Boundaries b. Total Site Acreage. c. Existing-Natural& Man Made Features within 500 L.F. of the Site Boundary as required by§236-I7(c1(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing&Area of Proposed Land Disturbance. f. Existing&Proposed Contours of the Site Minimum z Intervals) g. Location of all existing&proposed structures, roads, VVI driveways, sidewalks,drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. NO RO o 11 j. Location of proposed Soil Stockpile Area(s). Vol k. Location of proposed Construction Entrance/Staging Area W. 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater Improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion& Sediment Controls. b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g.infiltration basins,swales,etc.) FORM * SWCP Check List-rOS JAN2014 SO!/ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 CpUNTY,N � September 29, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD Brian McQuade 650 Old Shipyard Rd Southold NY 11971 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. fee of$50.00. inal Health Department Approvg+/ umbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#i65-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38730 —Additions and Alterations II PROPOSED SEPTIC SYSTEM (4 BEDROOMS) TEST HOLE DATA 1- 1000 gal PRECAST SEPTIC TANK McD0NALD 09/30/2013/ENCS l withia.3'x12 SANDeCOLLAR 31N ABOVE G POOL N EL. 21.1' MIN. GROUND WATER SURVEY OF PROPERTY DARK BROWN LOAM OL FILL IN OR REMOVE EXISTING Q A T SOUTHOLD SEPTIC SYSTEM TO SCDHS SPECS. • BROWN SILT ML o ,d TOWN OF �'OUTHOLD SUFFOLK COUNTY, MY CL.EL. 1000-64-02-44 EL. 20.9' 21.1. SCALE: 1' 30' PALE BROWN FINE TO MEDIUM SAND SPg PSR �' OCTOBER 21, 2013 Nov. 26 2013 (PROP ADDITIONS) -k Nov. Dec. 3, 2013 (►eviskow p L Vt�+► Feb 5, 2014 (ABANDONED WELL) 17' let G� G G—IV rib ,��05'°° �� N �� 80 �� s `� FEB 13 2014 anDln°oN°R N6 SUFF.CO.HEALTH SERVICES 69 , OFFICEL .0 Cie E OF WASTEWATER M 2nd FLOOR 20.4' cF�`'o s5 W� EL. '•E.� d� ADDITION 4 � p3 ��o 20.6' a N c P dy CL.EL. FZ � N� �s -�►t'p � � � ,�,�d'� RAIN RUNOFF CONTAINMENT �' \ M� �� ��520.4 GARAGE - 731 sq.ft. • / 15 7! \ \ (�a o FyVZ 731 x I x 0.17 - 124 tuft.. 124/22.3+ 5.7 VF � gjs 1. �GjO PROVIDE I - DW 6 Ox 6 DEEP -oG \ ,W, 5� ccs' 0 6 HOUSE - 1656 sq.ft. �% M� RPM "'�,,. ao• 1656 x 1 x 0.17 = 281 cu.ft F FtP 0'9'' 281/42.2 = 6.7 VF 9� OP�P � ° C PROVIDE i- DW - 8'0 x 7' deepz <^ 2 .� ?VO0 v` < P , �0� 1 o$ � ca'�,�P� 564.p5 EL. 9014 20.3' � .wt A=STAKE Y ■=MONUMENT CL.EL. 20.2' ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM. :a -- �0 lWfr I am familiar with the STANDARDS FOR APPROVAL ' "f AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMIL Y RESIDENCES and will abide by the conditions set forth therein and on the FLEf { X1714 oo-7 ,hF permit to construct. The location of wells and cesspools shown hereon are •. � :. i � - � _ =�' from field observations and or from data obtained from others. c t—.(• ANY ALTERATION OR ADDI710N TO THIS SURVEY IS A VIOLATION EX;iiRFS 1`1.4 a EA t t v,.. . p a -- ----------- OF OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. '-c EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CER71f7CA(TONS ����S. LIC. NO. 49618 HEREON ARE VALID FOR IVIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 77-IE SURVEYOR CONIC MORS, P.C. WHOSE SIGNATURE APPEARS HEREON. LOT NUMBERS REFER 10 "SUBDIVSION- MAP OF FOUNDERS (631) 765-5020 FAX (631) 765-1797 ESTATES" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE P.O. BOX 909 AREA=11,250 SQ. FT. ON MAY 10, 1927 AS FILE NO. 834. 12JO T AVEL R 11971 STREET 13-271 PROPOSED SEPTIC SYSTEM (4 BEDROOMS) TEST HOLE DATA 1- 1000 gal PRECAST SEPTIC TANK McDONALD GEOSC/ENCE 1- 8' dia. x 12 deep LEACHING POOL 09/30/2013 with MIN. GRSAND OUND WATER 3 ' ABOVE N SURVEY OF PROPERTY EL. 21.1' DARK BROWN LOAM OL FILL IN OR REMOVE EXISTING 0 A T SOUTHOLD • 0.5' SEPTIC SYSTEM TO SCDHS SPECS. TOWN OF SOUTHOLD BROWN SILT ML ° SUFFOLK COUNTY MY 3' s CLEL. EL. \ 20.9' 1000-64 02-44 21.1' \ SCALE: 1 — 30 PALE BROWN F/NE TO MEDIUM SAND SP 013 Xv.OB�013 2PROP ADDITIONS) Vol �gvG �� Dec. 3, 2613 (rerldond P L *., - + Feb 5, 2014 (ABANDONED WELL) 6��6600 FEB 13 2014 A�DirwN°°R SUFF.CO. 6g °� g `6�� � OFFICE OF WASTEWATER MGT.HEALTH SERVICES EL. � � 6 ,►� � EL. �e. 2nd FLOOR 20.4' ADDITION O / o*,F-i ` O 20.6 CLEL Z� / Nuk 4 e'SP � - 20.4' R NOFF CO TAINMENT G RA _ 31 sq. 1. 7 I x x 7 .q 4 c 124 2. 5.7 F P OV 1 _ 0 EEPW,o , H U E - I s .tt 6 0 28 : x = I7 F2 9 FR �` P A P IDE 1- W - 8'0 x 7' eep GP -Q .� ?V0 00. -ovw Ze.S�ez+ 1p 0 ,� �G o ,dp vol No 11:� M3 R ,�� �? - 1 0� 0010 20EL..3' � A=STAKE ■=MONUMENT CL.EL. PSR 20.2' P ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM. �� Q �-FOGS SUFFOLK COUxTY DEPARTMENT OF HEALTH SERVICES ! am familiar with the STANDARDS FOR APPROVAL PERMIT FOR A?PROVAL 0;CotvSTRUCS,ON FOR A AND CONSTRUCTION OF SUBSURFACE SEWAGE SINIGIX FAMILv RES!,')Z1.NCz ONLf DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES e OF NEW Y and will abide by the conditions set forth therein and on the FEB 2 1 2014 Co 41.ME permit to construct. DATE APPROVED The location of wells and cesspools shown hereon are FOR MAXIMUM OF __._ EDROOMS sF from field observations and or from data obtained from others. W. EXPIRES THREE YEARS FROM DATE OF APPROVAL <J .�.v 4 N Y ALTERATION OR A001 7701V TO THIS SURVEY IS A VIOLATION 7F SEC7701V 7209 OF THE NEW YORK STATE EDUCA7701V LA -XCEPT AS PER SEC710N 7209-SUBDIW&ON 2. ALL CER70CA RONS HEREON ARE VALID FOR 7HIS MAP AND COPIES THEREOF ONL Y IF .YS. L/C. NO. 49618 ;AID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR CONIC YORS, P.C. *HOSE SIGNATURE APPEARS HEREON. LOT NUMBEPS REFER TO "SUBDIVSION' MAP OF FOUNDERS (631) 765-5020 FAX (631) 765-1797 ESTATES" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE P.O. BOX 909 A lMC A _41 AC^ nN mAY 1n 1Q97 AC Cil C Kin Q-XA .,._ . _.. . . ._. _- ____-- SCDHS REF. No. R10-13-0075 SURVEY OF PROPERTY TEST HOLE DATA A T SO UTHOLD McW NALD GEOSC/ENCE N 09/30/2013 TOWN OF SO UTHOLD EL. 21.1' W BROWN LOAM a �► SUFFOLK COUNTY, N. Y. 0.5' d 1000-64-02-44 20.9' BROWN SIL T ML ° SCALA• 1'— 30' EL. 2 3, EL. OCMBER 21, 2013 21.1' NOVEMBER 12, 2014 FINAL PALE BROWN FINE TO MEDIUM SAND SP \ 73;o Vol 1g °�C, �Gm 17' •� N �. �4 P ria j,� � � � 0� 6 ..� EL. � � `�,c � oa• \. 20.4' FEcoR�oeS 20.6 0 CL.EL. 'G loll ZN o- �►� \ N. 20.4 eo ��. c���FANG E o�• � ._._._._.._..__.._.__._ PT OF HEALTH SERVICES Y _EPA:lhER SUFFOLK C06\" FOR ?V0 APPROVPI ': Vt 0 q c• •05 Da 2 8 2014 s VolIN SFj� ova been EL O0� The sewage disposal r.� , �;z fond t0 _t � _� CAP - ,go 1'� be Sa tees dfaWy FOR MAXI '1 '�.- (a t=:tiC:..•�. A=STAKE y �P� P`�.�, ■=MONUMENT CL.EL. evc M4aJwAwater Mwagea�ent 20.2' ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM. JN�S SEPTIC LOCA Tl O "A. .B. I am familiar with the STANDARDS FOR APPROVAL ST 14'5" 3o' AND CONS7RUC710N OF SUBSURFACE SEWAGE • - " DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES 1 'l LP 27 3 2s e and will abide by the conditions set forth therein and on the permit to construct. 4 J� i The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A NOLAAON OF SECTION 7209 OF THE NEW PARK STATE EDUCATION LAW. L/C. NO. 49618 r EXCEPT AS PER SECTION 7209-SUBDIWWON 2. ALL CER70CAHONS HEREON ARE VAUD FAR THIS MAP AND COPIES THEREOF ONLY IF ECON/C MORS, P.C. SAID MAP WHOSE S/ OR COPIES URE APPEARS HEREON ESTATES" SEAL OF THE SURVEYOR LOT NUMBERS REFER TO "SUBDIVSION MAP OF FOUNDERS (631) 765-5020 FAX (631) 765-1797 ESTATES" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE X 909 123B7R 0AVELER STREET ON MAY 10, 1927 AS FILE NO. 834. SOUINOLD, N.Y 11971 13-271 AREA=11,250 SCS. FT. REVISIONS: I N 6405'0" E 150.00' I O v -4 Ir w -• QcEssPooL o 4 EXISTING n> w � O CESSPOOL' I COVER p I v 35 — - - - — — — UI IIJGE]VV� E- - - - - - - - 8 1111111111111110 _ , I �Q 411N� i I I PATIO , i I , BRICK I . . 2 STY. I �I VE C7 I I EP I FRAME HOUS N WATER LINE(35') U h 1 STY. c �Y ILrUICDI�G _I • % 4 ADDITION 35' ,o .................... , - - '.%N p 80ARpOFWELLC METE W PPEARS 1sTY � . .... . �FRAMEGARAGE "" , O D.W '^ > Bldg Dept copy from ZBA Z O �, •�s • s !� Final reviewed do?l entsQ' . ' rq.DRIVEWAY.'. ZBA File# l y 7 d� �•+ • m I CATCH Date:/dv q . ' 150.00' BASIN ..'o.. a. °e,. e.• 11 UTILITY POLE °"�"T' '- �—UTILITY POLE EDGE OF PAVEMENT SITE DATA: a LAN DON ROAD V DESCRIPTION: SQ. FT.AREA: LOT COVERAGE: EXCAVATE: FILL: O PROPERTY: 11.250 SQ.FT. 0.258 ACRES rj SITE PLAN. 0.4 ESTIMATED AREA OF GROUND DISTURBANCE: SCALE: 1" = 20'-0' EXISTING HOUSE: 1287.9 SQ.FT. 11.5% 1ST. FLOOR FRONT PORCH: 34.2 SQ.FT. 0.3% ADDITION Rc4RPORCH(REMOVE) (77.91 10.]%1 EXISTING GARAGE: 510.7 SQ.FT. 4.5% 0832.9.0.Fr.) 06.9%) I Q z SCTM No. 1000-64-02-44 �. PROPOSED ADDITIONS: 149.7 SQ.FT. 1.3% (� PROPOSED REAR PORCH: 47.9 SQ.FT. 0.4% � A� 2ND. FLOOR MEETS AND BOUNDS BY: d ADDITION JOESPH INGEGNO, SURVEYOR GARAGE ADDITION 225.0SQ.Fr. 2.0% NO LIC. No. 49868 (422.6 SQ.FT.) (3.7%) DATED: MAY 15, 2007 SEPTIC SYSTEM TO REMOVE DRAWN: MH MS PROPSED SEPTIC SYSTEM: SCALE: 1/4"=P-0"JOB k. PROPOSED ORYWELLS: December 06,2013 SHEET NUMBER: TOTAL: 2255.4 SQ.FT. 20.0% S 1 r -= rmul■■1■r■. illols■s■1■■11.. .�■tlns■■■1■■s0► MOORE v: /iiiir Si Ins NO Mir ••st► ..� .i■ilmmmniiii�. It■s■■I■■1■t■■■sl■■' t■■■1■■tlts■■\. .. �, I�lii■■oslonewii�� .�. .■1■r■f■■1■■1■.. ..j ilia. rl■■1■n!■■■t■■1■nlf� �filiir.. `!■frfu■!■■1■f�. 41� ��1► urs■r■��tr■u■r■■���■ ■ 1 �■��■I�� l` .1■�1_�r�■�►, !■MEN rlrf■■■1■■�. r nf■ ■■l._----1�111■\ ■■1■■rfir■�■■1■■1�1■sl►. 1■ - 1■ 11 1• ■■It■■ ��filf!■I' ■■1 ./Iifuu■■ - -- ►-. lou lon • ■■■m v Isla■1■frfi . . II■■n11■■■■1!■t1. 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Ism- 77—mm In sem■ - .- - ISI■�'�! L-:•"�J �-. 111 ■�'lll •. •-. •• 1' I -� __F�W- ••• �. 1 •• REVISIONS: a QO FLOOR HaT n EX_BEDROOM a EX.BEDROOM � 11 a ---------------- 00 „ 11 O F A N T z Y O EX,KITCHEN DINING -------------- H H H H 1 1 ® W a 11 1111 1111 Q - EX,ROTE HALF WALL 4-�^ ; EX.BATH "y O O CO w 11 �f 11 O! "(.-. ---------- -------- P7 H EX-DEN FX.LIVING ROOM EX.DEN EX,LIVING ROOM Q Q FX.BEDROOM EX.BEDROOM w .a z _. a A EXISTING FLOOR PLAN PLAN ALL EXISTING WINDOWS PROPOSED 1ST. FLOOR TO BE REPLACED SCALE: 1/8 1' SCALE: 1/8"= 1' -- 'b °�x ---------------------- '------. ....__ cC3 U3 PROJECT NORTH 1 PROJECT NORTH a o U o DRAWN: MH/MS Bldg Dept copy from ZBA SCALE: 1/4-F-O" Final revie ed documents JOB" ZBA Filg# 7 Q a. October 16,2013 Date: fc SHEETNUMBER: A-3 REVISIONS: I ---------------------7 ------------------------------- U h a U $2 m 44 k Q � n s e s a $ N : E DD- ......... h 1i^••• N BEDROOM No.3 12'-0" O Z p H wz FIq a'-ii•n O d as --------------- -- - a 48O =� WALK-IN CLOSET •- , ...................MTF HEIGlFi Z♦ � WiY 11 -----. .0• ..--S- .N.EI.G-H-T_ ZApF�l 1015-70" 7-9Yy, bTOIATE OCLICE` _.-.-- y[Gx• eNG n F ' ---------------------------- ----------------------------------------- .............L---------- • W ---------- A EXISTING ATTIC PLAN PROPOSED 2ND. FLOOR PLAN 'cd cd x x SCALE: 1/8"= V SCALE: 1/8" = 1' ao E�-► PROJECT NORTH S-I• PROJECT NORTH Bldg Dept copy from ZBq DRAWN: MH/MS Final revie �,io SCALE: I/0^=1'-0" ZBq Fil # t7 ments los p: Date: ( // oEla,iol3 / ' SHEET NUMBER: A-4 REVTSTONS: Ln _.. ---------------- CA - - - - � ✓ W I; N PROPOSED EAST ELEVATION W PROPOSED WEST ELEVAT O SCALE: 1/4" _ 1 SCALE: 1/4" = 1' — � O � Q I Ln Ln � A � x 01 ° U o EXISTING WEST ELEVATION EXISTING EAST ELEVATION SCALE: 1/4" = 1' SCALE: 1/4" = 1' Q N � OLr' cn zas w � N � U - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - v � G ... ... _ I dU) �n in r , MAR 2 8 X4 PROPOSED NORTH ELEVATION SCALE: 1/4" 1' EXISTING NORTH ELEVATION = SCALE: 1/4" = 1' ���WE�� OIETIEMLUIR �}�M rF,bi-u,a WN: MHll LE: 1/4"=1'-0" #: y 27,2014 HEET NUMBER: - LL E PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINiGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHA B RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A 1 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT 106 SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM-OWNERS. REVISIONS: 22'-0" 01 22'-0" ---......... .__._.,,__.___...._ ..._,,.._.--_ _... .-_.......__-- _,....__ _..______._. -..__.__. .._.-.__.....-_._-.._.. --._..., 2-AN41 31n MULL 4"z"'j 174474777774 7 777 —•/_ i / ` '� 2 1-3/4X9.1/ HEADER p (2)2X6 POST a2X6 DF#2�L12DC WORK BENCH N w • d p d ♦ O p s d p 0 ♦ � p • d p ♦ d ♦ � � o e (2) 2X6 DF#2 x (2)2XDF#2 • ry TW N - - --" I I ♦ r ! 0 30X30 a DO I O 0 30X30 0 ii - __--_-i nu -----� DO opo - _ L0 t1 ; XI SKYLIGHT IX 10 SKYLIGHT �"0 ' ' II u / ' ' x N O ' O N N a+ N N I ; 30X30 ; CATHEDRAL „ ; 30X30 ; - 1 O p CD - -- - =` . 1- — O ' SKYLIGHT CEILING ;; ;; ; SKYLIGHT O I C n J O - (2)2X6 DF#2 (2)2X6 DF#2 r 1 may. 11 / I H� N _ _in C - - - x q a •/ " N M 0 POST TO RIDGE ` �� - #5 REBAR @12"OC #5 REBAR @12"OC Q &AT FTG. (TYP.) AT FTG. (TYP.) Q 1 30 w 2X6 HDR a CUT OUT EXISTING r la u FOR DOOR.VERIFYUP r u ! I 11 LOCATION IN FIELD O IJ I ul TOTAL ROOF AREA: 816 SQ.FT. 111 nl O AT 100%RUNOFF @ 2"RAIN PER HOUR:137 CU. FT. 12 ♦n INSTALL:(1)B'dia.X 4'DEEP DRYWELL v II EXISTING W��; (/Q�►l r Iz, j DRYWELL CAPACITY:169 CU.FT. x111 „ r X I I 1 1 ufll W Xu EX.2X6 RR @24"OCIx EX.2X6 CJ @24-OC EXISTING Nlll 2X4 STUD WALL I x�,°„ 8"CONC.BLK.WALL � + ' ' • --------------------------♦ 111 ------------------ ------ -♦ I I I I , 1 I11 1 1 un I I I i 1 1 111 1 1 I I , i I 1 III 1 1 I I , 1 1 III 1 I I I I I I 1 11, 1 1 f 1 1 1 1 1 111 1 I O I I 7 1 I 1 111 I ' 1 1 i , , 1 I + 1 1 1 I 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi. HEIGHT ABOVE GRADE A 1).REMOVE EXISTING ROOFING.RE-SHINGLE ROOF. N 1).MATCH EXISTING PLATE HEIGHT AT 7'-6". N TO MATCH EXISTING. O 2).TIE IN NEW ROOF TO EXISTING WALL FOR ADDITION. PROD ECT NORTHPE-BAR. V O E ROJ ECT NORTH 2} TO HAVE 21O 5T CONTINUOUS RE-BARRALL FOOT NGS TO PEST ON NG.FOOTINGS W E 2).NEW EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"b.C.. 3).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. N 3).EXTERIOR SHEATHING TO HE 1/2"THICK FIR CDX PLYWOOD. UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). S S E PROJECT NORTH 4) DAPPLYIRECTL METAL THE DKK AOLOAN UNDERLAY ALONG RAKE EDGES AND 4)AVES. .PROVIDE 2-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS 4). FOUNDATION SLAB TO BE 4"THICK 3000psi CONCRETE ON COMPACTED FILL. - OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS FOUNDATION PLAN INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING PROPOSED FLOOR PLAN ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR WALLS. S 5).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. MICROLAM HEADERS. ° 6).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING i i /► i II _ i i 5}.PROVIDE 2X6 ACQ SILL PLATE.SILL PLATE TO BE INSTALLED OVER COP-R-TEX MUST BE DRY AND CLEAN PRIOR TO INSTALLINGPPLYOODI!IUNDERLAYMENT. SCALE. 1/411 — 11 5).ALL NEW EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES SCALE: 1/q — 1 TERMITE SHIELD AND FOAM SILL GASKET. PROPOSED FLOOR PLAN. WORK DAY.COVER IS NOT WITH OHEA LEFT DUTY EXPOSED TARP TO ONTIL ALL ELEMENTS ATNGEND IS F THE WHERE APPLICABLE.PROVIDED OPENINGS H VE PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 6}.PROVIDE 5/8"DIA.ANCHOR BOLTS AT 6'-0"O.C.AND W/I 1'-0"OF CORNERS, INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A i i COMPLETE. SCALE. 1411 11 MINIMUM 7' IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO 7). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. 4 G p USE GALVANIZED(ZINC COATED) ROOFING NAILS,11-12 GAUGE WITH AT u LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. X u USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT C) CUTTING INTO SHINGLE SURFACE. T-' v p LVH - z w � Ln �n I LCJ u E y "c I P n - - (2)1-3/4X9-1/2 - - - - - - - - - - - - - - w ML RIDGE � ®1 J ® +q• ` / ® 4" / q I)5-1/2'ML HDP, r EEI �; f 12 EW�+ 413 STAINLESS STEELOR GALVAN12ED / f ' f / / \ J / 111 (11 r ` WOOD SCREWS W/ 1 � ` �I I ' � I ( � I //�� I � 1 l 111 111 -N ! 1 I WASHERS R lY b.C. I I) 11 1" I I I 11 ,11 JACK K SPUD^;; M CC 0 I � I I I dl 111 111 .. v} I I 111 111 � r 111 111 r SHE APA PLYM OOD f 11 I —SHEATHING ------------ -- /P'APA RATED 5HEATHING , LO ' I GRADE PLYWOOD 1 I I 41 11 I ' I II /, 1 (2)9-1/2'ML HbR. ; EEO' GRADE PLYWOOD I (ALTERNATIVE:711VO.S.B.) ( 1 r I I/ • 1/2"APA RATED SHEATHING 1 I ® l (ALTERNATNIVE!7116'0.5.8.) / 412 STAINLESS STEEL S 2X4 DFR2 OR GALVAMZED 1 ST1DS 11 111 11' WASHERS 12" C. f / �I 1 I f �� WINDOW SILL r f ( + �t/ ( f ( 1 1 I'''mo—JACK SfUDS�►'�--JACK UUS�►�,I ` TYPICAL WINDOW OPENING n I ' MID5TAINLE555TEEL ,u ni n _ �1 I I I LESS THAN 4'-0X8'-0"OPENING GALVANIZED �t ` ' I ► I I f WOOD SCREWS W, WASHERS @ 12"O.C. TYPICAL DOOR OPENING MULTIPLE PLYWOOD ASSEMBLIES A a LESS THAN 4'-0X8'-0"OPENING) 2-2Xq DFd'2 STUDS CONNECTED • •• • •. • .. . . •• ' ( TOGETHERWITHSTAINLE55STEEL 4"CONC.SLAB ',• _'� ' OR CALVIN=BOLTS W/WASHERS •� .� �}/ 1'. ' °"''� " AND NN"S IA 2'-1"O,C. 0 8"PC WALL TICAL MULTIPLE OPENINGS (MORE TfHAN 4'-0XB'-0"OPENING) j.rj •. WIND-B RNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL - - " - 16"xs"CONC. FTG. _ T a.r�r AS PER TABLE 1609.1.4,N.Y.S. RES,CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) (2)#5 REBAR CROSS SECTION b MS WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" DROWN: M11/ SCALE: 114"=11-01. AND MAXIMUM PANEL SPAN OF 6 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWD-STORY BUILDINGS.PANELS SHALL BE PRECUT TO SCALE: 1/411 — 1' COVER GLAZED OPENINGS NTH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE),THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. OB 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. FeSHEEbtuairy NUMBER:2U 14 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS"AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A�21 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK- ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND;SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS • ENDWALL RAFTER WALL STUD CRIPPLE STUD 0 • BOTTOM PLATE 0 RIDGE ' HEADER ; LEDGER " B ATHTUB • DOUBLE JOIST SI DEWALL RAFTER JACK STUDS N. • FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT 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 JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY 1f0 EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER HE FLOORS TO EACH OTHER W THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE / 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC O H WALL STUD THROUGH-ROOF EXHAUST rrJ VENTS SELECTED AND �.., LOCATED BY CONTRACTOR METAL STRAP W ------------ CRICKET AT TOP-SIDE OF W CHIIMNEY VENTILATION CHANNEL � Q RIM BOARD AS REQUIRED O RAFTER RAFTERSJOF INTAIN (� SILL PLATE(S) WALL SHEATHING NTILATION O� U 111 Oil SIDEWALL FLASHING WOOD JOIST FOUNDATION ' ' TOP PLATE • BLOCKING " AMISH WALL AND MOISTURE — 2x4 LEDGER BLOCKING BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST O Q STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A AND ALL WINDOW/DOOR OPENING JACK STUDS BE WEEN WALL FINISH AND FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING MINIMUM NET FREE VENTILATING AREA WALL STUD NOT LESS THAN 1/150 OF THE AREA GU1fTER INSTALL 4'0" O.C. THE SPACE VENTILATED. ALL OPENINWOOD GIRDER � ' SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ON ALL OPENINGS .' PROVIDE HEMMED EDGE AT OPENINGS OF Va INCH IN DIMENSION. CONTIN. SOFFIT / EXT. PLYWOOD F--� FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. AND SO A5 TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS _ / GAP TO PREVENT CAPILLARY " CONNECT TO ON ALL OPENINGS /✓ AC71ON 4" - 6" RAFTER RT10 10-3/4 x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. 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 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS .' ,'� KEEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL pp Ill pp ,' RO)OFING LAPS BASE ' FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCfHES AND LAPS NAILED TO SHEATHING Q �) SHINGLES A-F BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST ~{ � Q TOP PLATE GIRDER/HEADER Q SIDE WALL FLASHING A Q IST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD p FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND RAFTERS � � D INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 1890. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1 2 ON ALL OPENINGS / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH FROM PEAK TO ALLOW FREE INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE 0 TERMITE SHIELD �--- SUB FLOOR N v SILL GASKET m t~ WOOD JOISTS m o ♦ CONC. SLAB NEOPRENE _ o u, v GASKET ' 2x6 2x8 CONTINUOUS WOOD PLATE C� `r' m O TYP. CONC. FOUNDATION ( 6 MIL. POLY �� / rn � DAMPPROOF EXTERIOR r V} I BOLTED TO STEEL BEAM WITH `� GRANULAR FILL O r" EMIL POLY ON EXTERIOR V ' r ' , 'Y °. 1/2 " DIA. BOLTS @ 48" o.c. STAG. �" >;V STEEL COLUMN Fz v I -� z ^ a u � ♦� � ' ♦ 4 a 4 -� 00 :t4 �, s Y i( ROOF JACK \♦ ,� t u u STEEL BEAM �- b0 � 4 ? CONC. SLAB '© r , "t v are ^ `•a POUREANCHOD CONCRETE:R BOLT 7" NT: /� I ' 4" x 1/4" x 8" STEEL u c COMPACT FILL ROOFING LAPS I / 4 h TOP AND BOTTOM PLATE �, U rn V i I � � BLOCK WALL: 15" � KEYWAY FOOTING a /� / e ° 4 3 ^ FLASHING AT ' \ Ili r, e �'� e• ^ CONC. FTG. p Q'p G o' SIDES AND TOP WITH 1 2' x 6" ANCHOR BOLT d+ ... r ; 4 ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS '� 1/2" GROUT c4 �� 'll ^ ^ (USP LBPS58 OR BP583) .` W REINFORCING BAR G I I 3" STEEL COLUMN FOUNDATION 5/8" DIA. ANCHOR BOLT I DRAIN TILE # p r ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION OC TYPICAL BEAM DETAIL NEEDED FOUNDATION. APPLY PILASTERS 2 STORIES 36 W EIIIIIIIIIIIIIIII0 TYPICAL MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" ICONC. FTG. CRAWL SPACE OR FOUNDATION " STEEL / BOTTOM BEARING H WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL UCS U] f f SUB FLOOR Q CONC. SLAB I I DOOR FRAME 6X.6 10/10 DOOR I G JOIST COMPACT FILLILL ' N •"•� I I USE FOR BLOC KOUT STEEL BEAM ' 4" SLAB • P.T. PLATE W/ 6X6 WMM `. I I SLOPE �, I Q I • 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR /ACE t < e7710- (WITH A NAILING PLATE IF NEEDED) AT END AND " • - ° e • °° ° ° TO BE APROX. 1/2" OR HIGHER THAN r • C�Zc•�\ 6TDES OF WOOD r�a' D �'•a=--D -�-•-.--- II�II I�• ee D �aa. e° a pa STEEL BEAM TO ALLOW FOR SHRINKAGE(PROVIDE STRAPPING TO KEEP JOISTS ALIGN BEAMSED )G DE ------ 4 4 4 6X6 W.W.M. MIN. :::� pe � � -- MAXIMUM. A �SU BFLOOR•t e D REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM 4 A REINFORCING BAR e.o .. �-�..-�--•'01ST �•. ` �� , DRAIN TILE ��---►Ie d �, O e G a l.7 •s ,4_ o d • SHEET METAL / 30# FELT UNDER BEAM AT POINT �• n a • II STEEL BEAM 12 OF CONTACT WITH CONCRETE OR GONG. BLOCK im ; a e 3" PLATE (BOLTED TO TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND C©LUMNS. • Q^ SHIMS TO LEVEL BEAM , REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM DRAWN: MH MS GARAGE DOOR BLOCKOUT �. SCALE: 114"=1'-0„ BEAM POCKET ., JOB#: February 27,2014 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,1fHE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-3 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOUR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: WIND FRAMING DOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: GENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATIONI R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. 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 JOINT DESCRIPTION QTY. SPACING NOTES in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: TOE-NAIL TOP PLATE 10 WALL: 4-8d COMMON RAFTER 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) CEILING JOIST 8'WAIL: 3-8d COMMON EACH intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE 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 CURRENT SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS OTHER THAN SLEEPING 40 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ( } First wall studs shall be connected to the foundation, sill plane, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAILGAURDRAILS ANY DIRECTION 200 ~ 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 H QTY. SPACING (DESIGNED FOR CAT.C) precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY Q� 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 2 - 16d COMMO PER FACE NAIL �/J W anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATEE PER SEE NOTE: l LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION F' 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE w Z INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE U or exceeds manufacture's specifications and applicable Lodes. Yp p STUD O.C. NAIL Sym.: o`� � attached with 8d common nails at 6" o.c, at the panel edges and 12" o.c. in the field, and FIRE PROTECTION 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS) SEE FLOOR PLANS HEADER ALONG EDGES NAIL Cn 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 Z ZO in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMO 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 O U 6). TYPE It EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA ~ length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and nates to GROUND WIND SEISMIC FROST WINTER ICESHIELD F--� SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD determine intended heights of finished floors) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: F LOO R F RAM I N G: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORW DEPTH TEMP. REQUIRED NAIL NAIL 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY SPACING NOTES MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 L85. 120 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 concrete or mason walls occurin in exterior or unheated interior areas. SILL, TOP PLATE OR GIRDER 4- 8d COMMON JOIST NAIL w g s). CONNECTIONSAROUNDEXTERIORWALLOPEMNG�: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill laces shall be have steel connelctors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAI!SPACING AT INTERMEDIATE p SHEATHING LOCATION NOTES be installed with #5 re-bar, 18" Long at 12" o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD BLOCKING EACH TOE 5}. Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 U W poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: 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 COMMO INTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. „ anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD a a 6 maximum lifts (layers). GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.0 8d COMMON @ 4" O.C. SEE NOTES: 1,3 along the open ceiling part of the building. Connections to the ridge and wall shall be be 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 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES � � O DECK AND COVERED PORJOIST ON LEDGER PER TOE CH NOTES: TO BEAM 3 - 8d COMMON JOIST NAIL 7). Dampproof exterior of foundation with bituminous coating as required by current THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mit polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END 3 - 16d COMMO the below rade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL 1 . For roof sheathin within 4 feet of the erimeter ed a of the roof, includin 4 feet on each side of the roof eak, g p p g ) g p g g p Q rJ' BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. U o 8). Drainage as required b current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2- 16d COMMO LnLn g q Y Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEA HI For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framingtechniques and methods as prescriptive design of current SBC High Wind NAIL NAIL q P p g g 3}. Posts supporting girders shall be authored to a 12"x12"x112" thick concrete footing. JOINT DESCRIPTION Q-I-.�, SPACING Edition Wood FramingConstruction Manual. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For Use a minimum 1/2" dia x 8" tang anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. Porches with covered roofs shall have 12" dial. 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. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES o 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. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION Q-l-y SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) ��, 0 g g 4 EDGE ZONE 8d COPMMON @ 6 O.C. 8d COMMON @ 12 O.C. rn U where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD o .5 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS „ WALLBOARD 10 O.C . FIELD INTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. SEE NOTE: 3 O x o Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6), Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: NOTES openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall Ln U 7), All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL o v openings between 4'1 and 60 and 2x6 wall openings between 511 and 89. Provide fire to girder(s). JOINT DESCRIPTION QTYSPACING THESE NOTES ARE ONLY TOi BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 4 and blocking where applicable. . It U 40 4 E STRUCTURAL AS PER TABLE 3.9 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 8d COMMO 1). For wall sheathing within 4 feet of the corners, the 4 foot edge sane attachment requirements shall un ' E �, 5). All flush beams/headers to be installed with heavy duty galvinized hangers and ,r PANELS WFCM - SBC be used. un U "' anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 6d COMMO 3" O.C. EDGE 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 w Floors to have ceramic the 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. WALLBOARD Sd COOLERS 10" O.0 . FIELD on plans. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 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. FLOOR SHEATHING: NOTE: other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 8). Dormers running up roof rafters are to be supported by double rafters on either side where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. U „ 8d COMMO V HVAC SYSTEM NOTES 1 OR LESS 12 O.C. FIELD � 9). Provide blocking/bridging in floor joists at 8'0 O.C.. Use solid blocking in floor joists 1).PROVIDE 5/'S"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. U) under all bearingwalls. 1 Mechanical subcontractor is res onsible far adhearin to all a licable codes and safet NOTES: 3). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Q ) p g pp y ). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. requirements. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF N needed. 2). HVAC subcontractor is to fully coordinate all system datta and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. equipment supplier. 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 as required by current NYS Residential Code-FIREBLOCKING REQUIRED 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 Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) V Contractor and owner for final review and approval. is nailed 3" an-center at the panel edge to obtain higher and to form an effective fire barrier between stories,and between a top story and the roof space. x 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural Fireblocking shalt be provided in wood-frame construction in the following locations. ELECTRICAL NOTES: � adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 1).In concealed spaces&stud walls and partitions,including furred spaces,at the ceiling and floor Q over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 1). All electrical to be installed as per N.Y.S. Residential Comstruction Code. feet.Batts or blankets,of mineral or glass fiber shall be allowed as Fireblocking in walls constructed using parallel rows of studs or staggered studs. 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected 2 All electrical work shall be approved b a qualified UndEerwriter. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building }• PP Y G to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. drop ceilings and rove ceilings. 3). Install Smoke detectors and Carbon Monoxide detectorrs throughout as required by current 'y 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces , 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential COnStCUCtIOn Code. under stairs shall comlply with current N.Y.S.Residential Code. .° approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of i JAM, torch down type material over. P p g p g � DAVL M14'=V-0" flame and products oil combustion. u 'k 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. s f JOB#: 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to February 27,2014 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. ` SHEET NUMBER: T PAINTER TO PRIME AND PAINT ALL BOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWI>`VGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-4 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCEES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: L__ Lu z W - - — - - — - — - — - — - - — - — - — - — - — - — - l— ._._- ...................__ . . ._....................x..__....____._..._........._...... .............._........�a.�.........._. ................._...............a. .A...........................»..........._.......... .---.................. - V i i _.-_..._......._.._..-�..._..._-__._-......_...._..._.._+. CA � _ 111 - ._LT -------........ - I �_ �._. !�I� .....1J.Y_.._ -..._--- ................._.__._.._ .-_.._..— _...�...ar=...----._...._..... -- —� W ..........__�..._........__._._._.......................�................_.mm.................. _ _l.I_. - - W o ............................_... a, .. I0 O .... ........................... __._._.............._......._....._.........................._.....a_T_ - . --------- l � A� -- - _00 _ r , - — — __.�__ -_._ _ r x _ _.._._ --------____ o i _ - a. I_ i � I L.� — -- - -- - - --------- or- C4 ............._.._ —_ _. _.._..��.. ._._.LT......J. C- - - - o � �. � L i I�-C j : �. l ..... ..............._ _-..............--_. __ - ..___._ . .... 1 I i .T._ - - - - --- - - - .......... - - - --.. ...M. . ........�_._ ._..... C _ 1 3 1 .._... ......� _...__._.!.—f� _ __ _ cn T I T L _ _L 1 _i _�_ TI:T..� 1 .:.....I -t I T1I I _.l. - 1-1 1__ -I- �.T...T__ ..___.1 .�_ - T_TLLST-__.�1 _I Com❑ , a I. L� _i � I I o ED � I1_II . 1T7. Lj _cO _ : i 4 T S-E L 1 Jill _.... — — a — —.L — = —-- �1— — — — — - — — - e � 47 v : .11L l.. D PROPOSED NORTH ELEVATION PROPOSED EAST ELEVATION ° a SCALE: 1/4" = 1' SCALE: 1/4" = 1' pl i ALL PL, TES .a — - — - — - — - — - — - — - — - — - — - — - — - — - - — o N W PLUMBER CERTIFICATIONco GN ON LEAD C TENTBEFORE o m CERTIFICAT OF OCCUPANCY x o SOLDER IISED iN !IV I'TER 2 SUPPLY S ' ;E�� r�W r�T Q) u ® ® EXCEE.- ,-� 5 ® ® u p� I.;..o�Rk"r.sg. r( i� c00 u DATE. B.P. � � r� � FEE: I / �, .. N NOTIi -„! UILDING �;�.- T A _�. � 765-1802 8 AI�11 T�` :� ' _ d' L' FOLLOW!VG INSP- 1. FOU�,i ATiOPd -i' W ® ® ® [iH FOR P )L;REf C'_.: H ® ® STRAP"IHG, f=L.rC-i`;_;Ir �,'�_ ,, �-' 3. INISULPTIOINI 0 LLJ L__1 L I Llr N11"ST El--- I E l. - LIP Yc, :,K STA F h i : H DES01 0 GJ' D RETAIN STORM WATER RUNOFF C� PURSIANT T7 CHAPTER 236 OF THE TOWN CODE. x EXISTING NORTH ELEVATION t, EXISTING EAST ELEVATION _ SCALE: 1/4” = 1' SCALE. 1/4„ - 1, ��`� � "r ' DRAWN: MH/MS SCALE: 1/4"=1'-0” " rt` JOB#: f 4 February 27,2014 SHEET NUMBER: A- I PAINTER TO PRIME AND PAINT ALL DOOR EDGES MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: w w �1:.__.......:. - - - - - - - - - - - - - - - _ - - - - -�_- — — — — —.-.__......... .............__............-::::_:....... ....—:.:__...._............................_..........._—„..._._......... _...._......_---- — — - --'-'—-- -- — --- ........ i l ._..._r____..._._.._........_.._._.._....__......... ..._._._—___..—'— _— -- . A.L._: - -- - E j : ff , - - - �...... ......._.__........_....�.-_................... __.................. — 1 -C. ........_ i L , i L� _I.-� 1' -T_ l _ _ L TI Li _ ii �............ r..._....L._.. L---L....: ._.....1 ---._...__..__.._...._..._....._--'--'--.-.�..-'---...---._... 00” L11 1 Ful of �...... _._T. r - - ' - __.._.._.__ -=.=m _- i_ - : 1 1 — - ...--.................... - ............. _...._. —_._._........_....- _. � . _ � .........- ..........._...._ CIO - _ . . _ N - ::: ..... — - - — H ;L s L.. �.. >.. �. 1. _...i. �.... _. �. II T i , O f -00 -00 11L 1 2771 Hl -Ti LJ IL 1� Ir 1 ! _ 1........' i T1 1- ! i PROPOSED WEST ELEVATION PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1' SCALE: 1/4 = 1' O a a O a o ° U o 0 N cu ® O p In c' °' al 4 ' co Ln U °1 - .mom. cn N N C14 v � w3 J I u O cn 0 71 EXISTING EXISTING WEST ELEVATION SOUTH ELEVATION � 1 = 1' SCALE: 1/4" = 1' SCALE: /4" DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: February 27 2014 t SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINCGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-2 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT 10B SITE,INCLUDING BUILDING AND SITE CLEARANCESS FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM REVISIONS: A ' A B ,. B 12'-7" 91--11 it 12'— " 12'-7$1 9' 11 12'-7" 6' 31/2" 6'—31/2" 4'—11 1/2" 4'—11 1/2" / NEW FOUNDATION HEIGHT 6' 31/2" 6'-31/2" NEW DUCTS TO RUN TO BE ADJUSTED IN FIELD TW3046 FOR FINISHED FLOOR HEIGHTS 36X (MIN. -------------- -------- FROM 2ND. FLOOR REPLACE EXISTING TO BE FLUSH A S DOO CW235PL-EGRESS ._._...----._...._.-_....._.-_. .; - ------------------------- ., o• 'n - v o• 'n - (3)2X8 ACQ FLUSH GIRDER ; - ' `--'------- ^N (2)2X8 DF#2 AM N F EXISTING) ----.-. .... --- _ --- �1Ic= ;----- _fir o o PORCH O �p r rr^I , a `D it- I @1z oc& O i-i--i N,� 30X30 J., ,w1 '-o In 7 -11 ' ^ o-0 aa NEW CRAWL SPACE SKYLIGHTAT FTG. In %O 1 I @) 1 ll ° f I -+--� ' (2)2X6 04 FWG6068R r 0 /2X10 DF#2 FJ na�]Ti"OC � 00 . I�— - .r . � . � -� . � . �� - � � . - � . � - � . � � . C) ' (2)1-;3/4X14 w/1/2"STEEL P E UPSET BEAM � Z w � 00 PR VIDE GAS HOOKUP O,0 ' ; j ' 3 F- r r FOR AS RANGE I KITCHEN { I ^ I LL r-1 FYPON BRACKET �'O RADIANT - Nil, S EX. CRAWL SPACE // MODEL BKT30X30 ' ' N - , p N RELOCATE EXISTING / W N 30^X30"X6^ P. I p I - w x FLOOR HEAT ' ' � I � _ � .. ,- W , J / �" ' l ; ; 00 o EX. BEDROOM l o W W I a ELECTRIC METER j\ --------- ------------- i1) Nlll = N (-i' V a 6 ' I I N " ' w 1 :1: - - .11 Lu (,1 7 O ' II D -, N II l II - - - - N d ci il;J< - x O C`i SERVIC I I CD „ - - - - N LLJ I< P �. N I u vF IX X I 00 N Q r� i LWi R I RELOCATE STAIR LC)EX.GAS FURNACE 6 N " I A , , I -- --; 1 ( ) p DINING AS REQUIRED BURNAM ES2 LL A ILLl ------------- c 00 Ln 0 x O `r r O N • 0 (2)2X10 I I j REPLACE STAIRS 0 u U RE MOD E" - • FOWER O I v LL �,_._...----(_)- n — — —11c _ - T TO CODE 1 1 0 EwISTINfi U�,' � C 13r9T®8.1/8" L LO PROVIDE 2 ZONES FOR HEAT — 1H I � E ^ ELn C ' 1 „ ------------ p i------,-,------� O 2ZONES FOR AC I I a S { -41/2" „ I -% 0 3,-0" I I Q 10'-1 3/4EX.GAS WATER NO NEW DUCTS IN (3)1--3/4 - I' i HEATER FINISHED BASEMENT �' 2X10 WALL HALF A I I 5/8" 1/ ML wS U ® _ - IK_ - -�� - (2)5/B_STE PLATES - p -Al �2�3/4X9�1/4 M_13/4"S EEL PATE _ , EPLACE (3)1-3/ EX. BATH \ - -----------------'______ =----t===== --__ ____ �__ - 3r—O,n 4r-O„ 4,-7,r ING (3)1-3/4X9-1/4ML w/ 4X9-1/4ML w/ -' ______ _______________ _____ EXISTING FURNACE AND ' I I i#5 REBAR I (2)5/8"STEEL PLATES (2)5/8"STEEL PLATES @12"OC& WATER HEAT TO REMAIN AT FTG. 4"STEEL COLUMNS(EXISTINGTO REMAIN) ; I I '� z Z Q I II ------- _____--___4'_6x'4'-6"X1'-0"CONCRETE FOOI;ING----;H;__ ___: u l m ' REINFORCED WITH(5)#5 REBAR I z = I I I Q EACH WAY 11"OC (TYPICAL) SEPTI X ' D r-1 (REPLACE EXISTING)F OTING) " W Lu l O w , LL x _ x W m p Lu Cd H g _ 0. 0 V W II u_ , LL W , B J �{ a zit: 1 u EX. LIVING ROOM w EX. CRAWL SPACE I 1 EX. DEN CLL I 1 1 ILLO l N -a\o N I " 1 x � u1 u^. N LL Ll LL 00z v l z 3 � LL I I u z r Z l EX. BEDROOM zz Lu x II " V LL xl w g REMOVE EX.WINDOW `" Z m' u Lu I CLOSE OFF OPENING v I g „ (PAD WALL OUT V l w AS REQUIRED) (2)1-3/4X9-1/2 ML HDR. 2 1-3/4X11-7/8 ML w/ 1 1/ STEEL PLA7E HDR. fg VO 5a 5a 2 WATER REPLACE EXISTING(VIF) REPLACE EXISTING(VIF) - )1-3/4 9.12 ML w/(2)1/2"STEEL;I)F TES BEAM m p ON X. CRAWL SPACE EX-CJ 7:112X8 HDR. PQ rn M p ALL EXISTING WINDOWS EXISTING RADIANT IHEAT ' EXISTING) TO BE REPLACED (RADIATORS) 1 ; REPLACE EXISTING w A I I A EXISTING OREMAILCAORS I i ; 1 TW3046 ��j00 EX. PORCH ; o , I I 5-------------- ^ I I -------- - Ln U m 42+ aN ------------------------ .8"THCK POURED CONCRETE FOUNATIN,3000 psi.AJUST HEIGHT PROVIDA 2X6 AC SILL PLATE UNLESS THERWSE NOTE .SILL PLATE FOUNDATION PLAN ') GR DIE OR FINISHED FLOOR TO MADTCHOEXISTING.GENDERA CO TRACTOR E 4) NSTALLLED O ERQCOP-R-EX TSERMITE SOH ELD ANID OAMDSILL GASKET.TO BE 1).MATCHE EXISTING FPLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE " 0 W i i 1� TO VERIFY PRIOR TO POURING WALLS.EXTERIOR OF FOUNDATIONS TO BE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING SCALE. 1/4" = DAMPPROOFED WITH A BITUMINOUS COATING. 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/I P-0"OF CORNERS, PROPOSED 1ST. FLOOR P 2)•EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. INTERSEECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4) KEYWAY FOOTING.FOOTINGS MINIMLUM 7"IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT ARE TO i i 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 7).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 W TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. SCALE. 1/4" = V AND 2X4 WALLS AT R13. S N PROJECT NORTH- UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE (� 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. PROVIDE BLOCKING AT 8'-0"IO.C.AND MIDSPAN. 8).INSULATE CEILINGS WITH R30 INSULATION. � 3). FOUNDATION SLAB TO BE 2'THICK.NEW COLUMN FOOTINGS TO BE BLOCKED BLOCKING AT B'—O" O.C.AND MIDSPAN. W OUT. 5).PROVIDE 2-2X10 D►F#2 HEADERS OVER ALL OPENINGS UNLESS 9).NEW WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. E S N PROJECT NORTH OTHERWISE NOTED).ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS REPAIR AND PATCH EXISTING WALLS AND CEILING THROUGHOUT. O ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 10).INSTALL SMOKE AND CO DETECTORS PER CODE. CA E LOCATION: EXISTING: PROPOSED: LIVING SPACE: 1267 SQ.FT. 148 SQ.FT. o� EAST PORCH: 35 SQ.FT. H WEST PORCH: 18 SQ. FT. 50 SQ.FT. a (REMOVE) - U WALL LEGEND r --------------I L--------------, WALL TO BE REMOVED NOTE: EXISTING WALL 1.OAK FLOORING TO MATCH EX1S G NEW WALL 2.MATCH EXISTING WIN[ E?r ;� TRIM. % -, ♦ "qq.`',-_ NOTE: '` T` DRAWN: MH/MS DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL v )y~: [INT.:2X4=4-1/2",2X6=6-1/2",EXT.:2X4=4-",2X6=6"] 3 CEILING CRO N � SCALE: 1/4"=1'-0" G:BSS Q14R i �k JOB#: 4.EXTERIOR TRIM BE Feb 27,2014 t? d ::,r. February DIMENSIONS OF NEW WALLS ARE FROM STUDS ,s ••��_ :��1 [EXT./INT.:2X4= 3-1/2",2X6= 5-1/2"] II � �� �`� :��; SHEET NUMBER: 5.EXTERIOR SIRI O PE 18 R&R S ,yr PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-3 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES;FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: B A B Z' ----------------------------- -------------- ------------------------------------------------------ ............ .................. .............. .. ........ .. ...... --------- 291-1 3,_0 CN CI *k ;7-�.t rm-t- -r-,;% �*0 12 u_ u_ LL N : r,L,,� qP-911 911-911 .11 : 4'+91/2" 1 4'-91/2" 2'-6"X2'-6 0. N SKYLIGHT cI Ir CXW24 CXW24 CXW24 TEMPERED T2)72 71_0D P;2" ...............1'. ......... .................... .. .. (Z�j1j4X9'1/2 ML HDR. (2)1---74X9-1/2 ML HDR. (2)1-3/4X9-1/2 ML HDR. ................ ............ .. .. ................... 2 00 91-019 1.4 1 V-21/2" -019 T.0"h 3'0"h -Y PLT. HT. 112 PLT.HT. 0 cy) % c c 18'-8" 3v-61/2$' P4 SHELVES ct 0 q-5"h PLT.HT. z 1.4 C LINEN 00 0 12 SLOPED BATH SLOPED CEILING I CEILING 12 4 --------- ----------- c 0 -Opp 9:12 BEDROOM No. 3 3p -------- cs 0 _cO -------- -- 00 00 c a� I I CN '0 51/ 0 @16"OC /----------- ---------- 0 _0 00 z �9 LINEN T El 00 --------- --------------- r LUG L ce C, 1-3/4XII-7/8 ML RIDGE m uj C E x CL N LILI c� F f L0 ILD 7, -2" ----------------- 14fff 141 Ln �z/;, v 7 % -43/�^ N 3' 69-1 It -3 9- 12 FLUSH BEAM 3'-01/4" x Y(2)9-1 HDR.Y ML HDR. -0y, (2)2XIO DF -7 (.0 cy) --N --------------510175-- ,/ ------------- - ------------§Lb-PE15---------- ---------!�E INC,--------------- - ------------C 4------------- B FILIN (c 2XR DF#.2 C 10 1 6"QC HT.) 7:1 0 2� azz 70, I 5-6"h PLATE HEIGHT 5'-6"h PLATE HEIGHT F 1/2 4'-53/ 33/ 8'-0 1 4" y --------------------, C) cn /z (2)�X DF#2 FLUSH BEAM (2)2X10 DF#2 12 POST : Lu POST Oli l VELUX VSE S06 x LL Lu ZI u- 44-1/4X46-1/4 ` / / / '/, ° e LILI < OFFICE VELUX VSE S06 I a 7- 0 - x )-]/)4 '12 Lu LU (N SKYLIGHT 44-1/4X4E U100 UJI-In C, SKYLIGHT 11 I 00 `/ %' /j / l'' dll / ,l� I N 11 1 N I i l I I 11 ' X�Q AM x (2):X8 LDF#2RF FLUSH BE "OC 2XI0 DF#2 RR 0,16 (2)2XI0 DF#2 I LL, in (2)2X HD 777Z2�� F L ---- --------- IAW251 OVE C:) 91 r_1 14'-101/4" -61/2" 7'-7 3/4 10 It cf) --- ---------------------------- 0 NG //A I NEW SOFFITS TO MATCH EXIST[ ------------------------------- ADJUST SOFFITS TO MATCH EXISTING / /� l` / J/ ' I I I I O .0 r-4 V.4 x 0 A cd @ A Lo -- --------- 0 P4-------------------- 2 ce) 1).CEILING HEIGHT AT 8'-0". 6).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 U r-4 cf) 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.. 6).DO NOT INS-TALL UNDERLAYMENT ON WET DAMP PLYWOOD!!!SHEATHING AND 2X4 WALLS AT RI 3. U) MUST BE DR)Y AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. PROPOSED 2ND. F LOOR PLAN 2).EXTERIOR WALILS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. 2).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. UNDERLAYMIENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE 7).INSULATE CEILINGS WITH R30 INSULATION.ALL CATHEDRAL R00 F PLAN WORK DAY.ICOVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS 3).EXTERIOR SHEAkTHING TO BE 1/2"THICK FIR CDX PLYWOOD. SECTIONS TO BE PROVIDED WITH A I"AIR SPACE BETWEEN ROOF 0 w 3).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND COMPLETE. SCALE: 1/4" V SHEATHING AND INSULATION.ALSO PROVIDE 1-1/2"THICK FOAM SCALE: 1/4" DIRECTLY TO THE DECK ALONG EAVES. 4).PROVIDE 2-2XIB DF#2 HEADERS OVER ALL OPENINGS UNLESS INSULATION 1'-0"FROM EXTERIOR WALL PLATE INTO HOUSE ON 7). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS CATHEDRAL ROOF PARTS. W 4).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ USE GALVANIIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT W ON EACH SIDE IOF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. LEAST 3/8"DIIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. MICROLAM,HEADERS. 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET POCK. S --0-N PROJECT NORTH- USE 6 NAILS IPER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT S N PROJECT NORTH. BATHROOM TO HAVE MOISTURE-RESISTANT SHEETROCK. 5).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS CUTTING IN7TO SHINGLE SURFACE. 5).ALL EXTERIOR(OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE w E WITH ROOF AND SIDE WALLS(TYPICAL). E APPLICABLE.PRIOVIDE DEBRI-PROTECTION PANELS WITH FASTENING 9).INSTALL SMOKE AND CO DETECTORS PER CODE. LOCATION: EXISTING: PROPOSED: HARDWARE UMLESS OPENINGS HAVE IMPACT GLAZING. u LIVING SPACE: (ATTIC) 945 SQ.FT. 0 (n STORM WATER MANAGEMENT DETAILS. N N.T.S. 1-4 GUTTERS DOWNSPOUTS DRAIN PIPE GUTTER SIZE ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPE I/W SLOPE GPM 1/4'SLOPE GPM (INCH) @ 1/16"SLOPE @ 1/8"SLOPE LEADER(IN) SQ.FT. GPM DIAMETER - 2 1088 46 3 1644 68 2320 96 3 340 480 4 720 1020 2-1/2 1974 82 4 3760 156 5300 220 - 5 6680 278 9440 392 OGEE GUTTER-STANDARD 2 9 5 1250 1760 3 3220 134 NOTES: 6 1920 2720 1 1 4 1 6920 288 L 6 10700 444 15100 628 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2).PREPARATION: A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B), PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS., C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR ROOF AREA: 1782 SQ. FT. METALS WITH PROTECTIVE BACKING PAINT. 3.INSTALLATION: N, N A).PERFORM WORK I ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. AT 100% WATER RUNOFF: 298 CU. FT. 1).GUTTER TO BE PITCHED TOWARDS LEADER I"TO 2"FOR EVERY 40'OF RUN. Xy 2),SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. j a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND DRY WELLS TO BE 10'MIN. ACCESSORIES. PROVIDE (1) 8' DIA. X 8' DEEP DRYWELLS B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT AWAY FROM HOUSE DRAWN: MH MS SCALE: 1/4"=V-0" CONNECTORS. (alt. (2) 8`DIA. X4' DRYWELLS) 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. JOB#: a 0 0 0 February 27,2014 4).PROTECTION: 71 DRYWELLS CAPACITY: 338 CU. FT. A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. SHEET NUMBER: B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. 7,2 1-14, ui -61/1 0 _110/ HT h -0. PLT HT. BATH ;z 0 -42 ---- ------- ANCIES BETWEEN THE DR)AWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPA-4 PAINTER TO PRIME AND PAINT ALL DOOR MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARIANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: O BUILD UP CHIMNEY HEIGHT AS REQUIRED 2X10 DF#�RR O°76„OC 12 1-3/4X11-7/8 4 IML RIDGE 12 S S S 2)2X10 DF#2 CJ @16"2 2X10 DF#2 CJ @16"O G ?�7p - — QQ" '1tti � RR o BEDROOM No. 3 WALK-IN r� I CLOSET _ 2ND FLOOR O O (� 00 ------ 12 O LO W 5 C°i�6 OGh,7 50 (2)2X10 DF#2 (2)1-3/4X14 ML w/ 2klp 3/4"SUBFLOOR - (2)2X10 DF#2 FJ @16"OC 1/2"STEEL PLATE — - - — _ REPLACE/SISTER TO EXISTING FJ-(2)2X10 DF#2 @16"OC 2X6 @16110C OC (2)1-3/4X14 ML w/ (3)1-3/4X9-1/4 ML (2)2X10 DF#2 j — �- ----- I .—......._ ( 28 1/2"STEEL UPSET BEAM /(2)5/8 STEEL DF A Pa-I 111 6'-8' = -I min. O IDEN IST FLOOR O -DoI % KITCHEN � i - ZO O VERIFY AND ADJUST 3/4”SUBFLOOR ` W — - - — FOUNDATION HEIGHT EXISTING FLOOR JOISTS _ _ EXISTING FJ I FOR FINISHED FLOOR — - - — TO MATCH 2X10 DF#2 r--� EX.GIRDER FJ @16"OC I (2)1-3/4X9-1/4 M W 2X6 ACQ SILL PLATE /(1)3/4"STEEL TERMITE SHIELD EXISTING SILL SEAL 8"PC WALLCD .ti DAMPPROOF :; 2"CONC.SLAB BAE SEMENT min. EXISTING • 16"X8"CONC.FTG. (2)#5 REBAR 74 7Z A—A BOX IN SECTION COLUMNS SCALE: 1/4" 4'-6"X4'-6"X1'-0"CONC.FTG. (5)#5 REBAR EACH WAY SECTION B—B �0 � �a 0 c1d Z SCALE: 1/4" = 1' A 0 a 00 U o rREScheck Software are ersion 4.5.0 V*1 Compliance Certificate Project XDC 4" 4- y Cade: ZO.L(3New York Energy Camservation � +� 0 • • / O• 4 • • • • L�catian: Sui kCounty, Ne7rrYwk O a' • OO r O �Oa° Gansiaror1 Tie: side-filmi1gF m �+ I I i l l l ( CP1clnectTjrpc I+lew£artslruetiurr GJ o(U I II ( 1 1I °, bI II /I f tI o f1 I f1 I •• fI i fJ ( C', d�taed Floor Aea: 0 ftZ m �3azingA�a 3 �O co PeL�rt Cate: 11/4 11/4 11/2 11/4 , w I�l1� I( 1 ll`I 1 \ I( f 1 ll I•/ wI�•� I (( 1 'I I ( IIII ' I( II'I I( I PenTi Number. ��a ��!ti• in �r- LAV. W.C.#SO STAINLESS STEEL Cnrrcnn SlC : ltrAgert_. ( !�YEdCSiC3€LQC. q GOD SCREWS W/ BAH SHO ERild WASHERS @ 12D.C. w , it F 0€M SHIFYARD LME F-{-111=933OR GALVANIZED �. 12"O.C. 12"DC IlT#-I m,14 Y CLtt[hague,NY 11535 l (I (I 1 l ( ` ( ( SCI -3315 2 Cn 12" _ I _ j ( - I I I - j • IL_ • I • I - •• I I • I • mnrsarlchitect9optnoline oet 1 1/4 2 3 ICO N v On 0 1 � � •I I I �1 / 11 I I I ` �I` ' ` ` I SHEATHINGVWOOD 3 � W 1/2 APA RATED SHEATHING rGRADE PLYWOOD `l � • I I 1 ' • 1 I /•• 1 I I 1 • I \ ':• ,e.: .: '€- ',i e •a- . (ALTERNATIVIVE:7/16 O.S.B.) 1• / I O / ` 7 II I ` / .e . If 1/2"APA RATED SHEATHING 1 com"011ance 0.fi i,Q:etbff 7118 MCMC WaxIl Urn UA- 163 Ymm Uk 162 GRADE PLYWOOD i / 1 1 Tho%&Mbbnor W=.*Than CM10 aura haw d_*to cmwvfiw�*d.•haus•in li..•d.„•�•tr•dW'oFF rv�ita: • I j O I I ' I (ALTERNATIVIVE:7/16"O.S.B.) I I I I •aoiS mar w®,.a•u t26.m m of•nbw Lue wcc t in retia mum cwW6—A. 11/4 11/4 11/2 11/4 111111 I J I I I / f I I J .. I J1 1 • • ( f I f / ( I_nye'ig a AS�e bli�.a'S SINK LAV. W.C. FI A.I. W #10 STAINLESS STEEL I' ( I� 2%4 DF#2 '+ I I' I /' I I I I D.W. Ems, E-I OR GALVANIZED STUDS I l 1) l Gross Aire& Glazing SHO ER WOOD SCREWS W/ WASHERS @ 12"O.C. I• \(I O/ i Axrembly or of H I I � • / II (f II III or UA (I r" WINDOW SILL I �U TYPICAL WINDOW OPENING • C.O. 2 3 2CO• O #10 STAINLESS STEEL ldg 19.0 0-0 D.QL7 7 11/4LESS THAN 4'-0X8'-0"OPENING) OR GALVANIZED o9W 15�pece 3 ` WOOD SCREWS W/ 1� G142' 13.0 0.0 IQ. S • WASHERS @ 12"O.C. Wall 1:Wood Fra#n'E. "� .k=. - • • • • • 3 NIaadc+w 1:WoodFrani:Daubk Parte'With Low-r= 49 0.3m 14 TYPICAL DOOR OPENING MULTIPLE PLYWOOD ASSEMBLIES (LESS THAN 4'-0X8'-0"OPENING) 2-2%4 DF#2 STUDS CONNECTED WaM 2:Wood Frame,19'ox. 5'15 13'0 0.0 0.092 55 TO4 GETHER WITH STAINLESS STEEL TO APROVED OR GALVINIZED BOLTS W/WASHERS Window 2:wa od Frmrne:D cable Pane w*h LatwE 119 0-300 25 SLOPE"1/4" PER FOOT PITCH TO DRAIN 4"C.I. SEPTIC SYSTEM ^Q]i AND NUTS @ 2'-0"O.C. LE OPENINGS 1:Fist Ceiling vrScessorTrs;B x750 30.0 0.0 0.0315 29 TRAP HOUSE TYPICAL MULTIPLE (MORE THAN 4'OX OPENING) Ce g 2:Cad�ledral Ceiling 155 30-0 Q.0 0.11134 5 y alllr> §� , � Tkle 1 is entwith the ra>s.SI , i ar PLUMBING SCHEMATIC calc atirans subrnirtted rrir$z a peranit eppl n.The prapbsed buiding,has hem desagraed to meet the 20110 fkw York�y WIND—BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL Corimmr n er, it el�inl�Ve ion 45. and to complywrtht,erientlaWryff-quir rft iin N.T.S. AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) the Reschealr Inspection ICheelrbst WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" gnstuFe arke AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Project Trde� Report date: Oln8n4t . Data fllenarn e:a-Wsers0rafhi�Stith 1n11CDocumentsiRESc Ie€k cQl1ADE.rck Page a F 1 �`M DRAWN: MH/MS SCALE: 1/4"=1'-0" Y i � JOB#: February 27,2014 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS IFOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A 5 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES I FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING RNID SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS WALL STUD • RAFTER 0• BOTTOM PLATE ENDWALL CRIPPLE STUD , BATHTUB 0 RIDGE LEDGER 0 DOUBLE JOIST HEADER o SIDEWALL RAFTER o JACK STUDS FLOOR JUSP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. AD55 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 AIPPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP UD ROOF LSTA24" 20ga. STRAP APPLY TO EACH JACK ST1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2X10 LS210 18ga. SLOPE HANGER LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE O 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12BLOCKING Q24"OC NGER PPLY TO EACH RAFTER / LEDGER HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD WALL STUD � THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR W H A METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL O CHIMNEY AS REQUIRED F. RIM BOARD RAFTER MAINTAIN RAFTERS U WALL SHEATHING VENTILATION SILL PLATES) WOOD JOIST pl,, SIDIEWALL FLASHING BLOCKING Z ' TOP PLATE 2x4 LEDGER BLOCKING ;� FOUNDATION FINISH WALL AND MOISTURE 2x4 SOFFIT JOIST O ' BARRIER TO LAP FLASHING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL PROVIDED WITH A FASCIA - - FR AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA NOT LESS THAN 1/150 OF THE AREA OF GUTTER WOOD GIRDER ROOFING TO AVOID SOAKING WALL STUD ~^^ FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION THE SPACE VENTILATED. ALL OPENINGS F--•I INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD F--1 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS ' ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND CONNECT TO GA ' AC TION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS / OVER BEARING WALLS AND HEADERS CONNECT TO ROOF VENTILATION / INSTALL 4'0" O.C. / 8" - 12" RAFTER RT20 1-1/8" x 20go. TYDOWN ANCHOR SOFFITED EAVE DETAIL EACH RAFTER F14" - 16 LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS KEEP ROOFING NAILS OUT ON ALL OPENINGS OF FLASHING 2ND. FLOOR WALL d 19 ' R(OOFING LAPS BASE ' FLASHING 4 INCHES RAFTER RIDGE CAP OF SAME \ BASE FLASHING WRAPS CORNERS, MATERIAL kS ROOFING O a EXTENDS UNDER SHINGLES AT NAILED TO `.SHEATHING A SIDES 4 INCHES AND LAPS THROUGH VENT py SHINGLES AT BASE MIN. 4 INCHES Q WOOD JOIST � Q CIS H TOP PLATE GIRDER/HEADER c � No WOOD JOIST SIDE WALL FLASHING ao WALL IN TO B E ATTACHED TO WALL STUDS @48"OC V o 1ST. FLOOR STAPP G METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD AND ALL WINDOW/DOOR OPENING JACK STUDS AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS CONNECT EACH RIDGE VENT FOLDS ON ALL OPENINGS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECT RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS INSTALL 4'0" O.C. CONNECT OVER OF ROOF 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD ON ALL OPENINGS 0 DBL. SILL PLATE O I �— SUB FLOOR N 0 TERMITE SHIELD WOOD JOISTS cn o SILL GASKET o Mv r NEOPRENE ''., GASKET i 2x6 /2x8 CONTINUOUS WOOD PLATE �. P� ` I CONC. SLAB V BOLTED TO STEEL BEAM WITH �' x o TYP. CONC. FOUNDATION ( ^ 6 MIL. POLY 3 ` , �, 1/2 " DIA. BOLTS @ 48" O.C. STAG. �" W DAMPPROOF EXTERIOR GRANULAR FILL ' ' p00 tn 6MIL POLY ON EXTERIOR - ` ' v s STEEL COLUMN I o 4 - V ° -c ROOF JACK �\� ��� �� �� STEEL BEAM � � � � ' A \ ° 4 I d C ° i M +' 11 p _ ° v // III 4" x 1/4" x 8" STEEL E CONC. SLAB ANCHOR BOLT EMBEDMENT: c O �'p POURED CONCRETE: 7" . I TOP AND BOTTOM PLATE U co ° Cr B LOC K WALL: 15" • COMPACT FILL -c ROOFING LAPS v � I � � p '• ^ % WITH 1/2" x 6" ANCHOR BOLT FLASHING AT % V ` e C e J USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2" GROUT N O W KEYWAY FOOTING r ° CONC. FTG. p �'p G ca ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) ,�• I � I 3" STEEL COLUMN � \ ° ' FOUNDATION 5/8" DIA. ANCHOR BOLT I I I ( 10 KIPS ) REINFORCING BAR ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ' DRAIN TILEROOFING AT BOTTOM SILL PLATE TO FOUNDATION 1 STORY 72" OC CRAWL SPACE OR FOUNDATION) TYPICAL BEAM DETAIL H SILL PLATE TO FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING Q� TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION r-w WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION V (SLAB-ON-GRADE) 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL CJ5 SUB FLOOR II I I DOOR FRAME G _ JOIST N CONC. SLAB GARAGE 6X6 10/10 WWM DOOR STEEL BEAM COMPACT FILL ' I I USE 2X8 FOR BLOC KOUT 4" SLAB V ` W/ 6X6 WMM SLOPE I NOTCH JOIST AND ADJUST HEIGHT P.T. PLATE 4"DRIVEWAY —�► � I � �1 e °• (WITH A NAILING PLATE IF NEEDED) 1/2" AIR SPACE ,c 7 1 2" _ •n , sa e TO BE APROX. 1/2" OR HIGHER THAN .'a AT END AND ) -'p - ° ° °•° ° °� ' STEEL BEAM TO ALLOW FOR SHRINKAGE Q� �'Z,p BEAES M OF WOOD I I c� •° D � DO ° D 'a s '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) --n--'---v-- --� C G cII-III==,iIII ° .° °°o°'p I— 1= III I SUB FLOOR r I I GRADE _ _ _ _ _ _ 6X6 W.W.M. - r - c ° _I� p p p , ��Il1T 12" ,� L1,, �1,, /1 r ' `NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM OIST ° II-II 1- 4 ° ° c ° STEEL BEAM MIN. c �Q'D °D NOTCH EQUALS 1/4 DEPTH OF BEAM REINFORCING BAR y L [REINFORCING ING BAR c•° _ I ° ��•n 4, 'a Im DRAIN TILE •�� o e s SHEET METAL / 30# FELT UNDER BEAM AT POINT • OF CONTACT WITH CONCRETE OR CONC. BLOCK LLlil=iii�il=liCl Cli II- PLATE (BOLTED TO BEAM) ' 12" c•, 4 3 .A A SHIMS TO LEVEL BEAM ?�'•`" ''��` 1{a� "��� DATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND) COLUMNS. DRAWN: MH/MS TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE FOOTING WITH (2) #4 REINFORCINUG BARS. M. H 11 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOC KOUT i SCALE: 1l4 -1'-0 t JOB#: February 27,2014 BEAM POCKET SHEET NUMBER: A�6 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT SITE, ANY DISCREPANCIES BETWEEN THE ARANCWGF,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALLDISCREPANCIES REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERtS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS DRAWI MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCEES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING 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 BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framingand shear wall connections for rafter, ceiling or truss to to late shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH g P P TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhainging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST 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: DECKS 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 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, 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 CALCULATIONIS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) 4). WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). TO RAFTER END NAIL First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS40 Q 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 GAURDRAILS ANY DIRECTION 200 QTY. SPACING DESIGNED FOR CAT.C) precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY 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 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION w anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE 4- 16d COMMON Z 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 C) Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. TYP p STUD O.C. NAIL Sym.: y U attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION "� 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5�d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE &CO2 DETECTORS)) SEE FLOOR PLANS F, 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 r� in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION O U 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK I� 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of stable 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA ~ FOOT SEE NOTE: 1,2 Q 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING GROUND WIND SEISMIC; FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 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 4 - 8d COMMON concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: - Header and/or girder connections shall be attached with ulplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel conniectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATIOPN NAI! SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZOI`4E 8d COMMON @ 6" O.0 8d COMMON @ 6" O.C. SEE NOTES: 1,3 4� poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: V1 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 rafterrs shall either be notched and BLOCKING TO: EACH TOE „O. SEE NOTES: 1 ( BOTH FIELDS) 3 - 16d COMMON INTERIOR ZONE 8d COMMON @ 6C 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL ,,.4 along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces 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 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. rxi� 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 All fasteners, hangers and anchors to be alvinized or stainless steel. 3 - 16d COMMON O 0 the below grade portion of exterior walls prior to backfilling. 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, 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOENAIL the 4 foot perimeter edge zone attachments required shall be used. U o SILL OR TOP PLATE 2 - 16d COMMONFOOT SEE NOTE: 1 � � 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 boot with washers and nuts. ROOF S H EATH l For framing members with <0,.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12")KI2" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" diia. 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. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING S H EATH I N G: N AIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES o 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 led ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. ) g g g JOINT DESCRIPTION v ° >~ Ledger to be fastened to building with 1/2" dia. bolts with iwashers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) m �+ o where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. rn a; 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD 5d COOLERS ° "' Bearingwall headers to have 2) jack studs and 2) full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 O � o ( ( g 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATH 1 N G: w 2 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 NOTES o CU z U-) \ openings between 41 and 6 0 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION 00 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 44 � and blocking where applicable. QTY. SPACING .52 c1d, 8). Covered Roofs shall be assembled and anchored the salme manner as a typical building. STRUCTURAL AS PER TABLE 3.9 0 Yp g 8d COMMON 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 N O'TES 7/16" OSB 3" O.C. EDGE be used. U m 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed als 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 o w :3: 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. WALLBOARD 5d COOLERS 10" O.0 . FIELD on plans. 3 . For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 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 Counity Health Department approval. ) p g' 1g FLOOR SHEATHING: NOTE: other access openings unless otherwise noted (typical). 3). if wall studs, plates or joists are cut out during installatilon for any plumbing related work, NAIL NAIL W provide adequate bracing and plates to protect and secure the structure. Vers with the JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY H 8 . Dormers running u roof rafters are to be supported b double rafters on either side p q g p p Verify QTY. SPACING where applicable unless otherwise noted. pp Y state code and manufacture's recommendation for maximurm hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. U HVAC SYSTEM NOTES 1" OR LESS 8d COMMON12" O.C. FIELD 0 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists 1). PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. (� under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing tto all applicable codes and safety NOTES: 2).USE SIMPSION HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Q' 3). INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. requirements. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF lN., needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir equipment supplier. 1). Nailing requirements are based on wall sheathing as required by current MYS Residential Code-FIREBLOCKING REQUIRED 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 Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) V Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher and to form an effective fire barrier between stories,and between a top story and the roof space. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloorFireblocking shall be provided in wood-frame construction in the following locations. shear capacities, nailing requirements for structural x � adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL N O-FES: members shall be doubled, or alternate connectors, 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor � over subfloor as per manufacture's instructions. such as shear plates, Shall be used to maintain load path. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 1). All electrical to be installed as per N.Y.S. Residential Construction Code. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and using parallel rows of'studs or staggered studs. 11 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 UndJerwriter. 2). When wall sheathing i5 continuous over connected members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, to have regular 1/2" sheetrock. All walls to be taped and finished. drop ceilings and cove ceilings. g 3). Install Smoke detectors and Carbon Monoxide dto be reduced to] - 16d nail per foot. etectours throughout as required by current 3).In concealed spaces between stair stringers the top and bottom of the run.Enclosed spaces 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. under stairs shall connply with current N.Y.S..Residential Code. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of DRAWN: MH/MS torch down type material over. a YP flame and products of combustion. r '" SCALE: 1!4"=1'-0" Jx y ;'L 5).For the fireblocking,of chimneys and fireplaces,as required by current N.Y.S.Residential Code. r <,:3 t JOB#: 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to , ";.; be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. February 27,2014 SHEET NUMBER: { PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWIIINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWN EIRS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-7 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING SAND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: ----------------------------------------------------------------- ---------------- o D 0 j\ -------------' i v CRAWL SPACE EXISTING CRAWL SPACE i - - — — EXISTING BASEMENT w ' / v �J ' --------- � BATH H --------, �" /' c w BEDROOM M No. 3 _ = A } --- ---- RELOCATE SWITCH AND LIGHT/CONNECTION h—� x — -----� ! �' ----- -- AS REQUIRED ------------ : cl i ----------------- _.� EXISTING BASEMENT -0`------- - -------- - ----- ---------------- -------------- / ` ; -�------------ _ EXISTING CRAWL SPACE __ _- o v.� • _ � EXISTING BASEMENT 777, 11,4111-111111-Ze PORCH - x OFFICE - C) - ; �O KITCHEN U o ------------ ,O " EX. BEDROOM 10 ; i Tv ' uc z FOUNDATION PLAN " �--- --------------------------, � SCALE: 1/4" = 1' C1101 a0o i 2ND. FLOOR PLAN _ _ /� i cn aj SCALE: 1/4" = 1' t; `_______________________ DINING ;/ \ �° C o ° D U -- --------- \ \ H00 I I cn EX. BATH "' v owl ENS, II , II w u O EX. DEN EX. LIVING ROOM F EX. BEDROOM 1ST. FLOOR PLAN EX. PORCH * DRAWN: MH/MS SCALE: 1/4" = 1' p Q a , SCALE: 114 ' , JOB#: February 27,2014 h A SHEET NUMBER: DRA\WINGS THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS E- 1 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NO ARCHITECT OF ANY DISCREPANCIES BETWEEN THE ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATINVG AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY REVISIONS: - - --- -- - ---- ._. _-._..>.._._......._...._....._.............---_:__._._....--........._----..._._�......_..._._..._-__.._.._...__._..-..-- ...................._.�............_......_......................................._._......._...-..........................._.._.. ....._........--.....---...... ........-..... --_._. _._.�....._..__.._.__...._ -- y .....__......._-._........... _.......... _ __....._.__....------�--.._ ._....------- _..---..._-_._.-.....__-.-_ - --- --... ................. ...-- - - - °_ _ _- -- ................................. --... _ _� _ -- - --------- - - ........................................._..._._.............................................._......................._...........................__. - ---.........._......._.-........................-...__..............._. _._......._.......... ----- _:::,:::..._........................_._._......__....__:_.............._: .......... _... - ---._._._._.._._...__._....---.._...__.._._..._._...._._._.._._.._._�_..._._..--- ...----_ -._.-....._.._..._....... _-----......-- -------- _ ----- - - - .-.__ - - - - ..............._._._._.._._-...---_----_._._..._._._.._--.___.._.--------____.._..---_-_....----__-__..__..........._.___-__ -.-.-----....______..-----...__..._-�__._.__._._._------.__-.-- Lo _ ----...._..................... ._............_.............-.......__..............................::::-:_:._.:.............................._._....._.-....................__� Ln _....._....................................._..__..........._................_....__....._...._.........----- - _._..-_--_-- - , -- - .... __..._._............._._..........._....._..........._.. .................... -- . ......_._............................. ....._........................_....._.. -- -- -- -------- - - ---- Cp ----------.—..------- — ---- — __ --- ---- ----._—_............. _ _ ...............................I...............-_-.-.._._.........................._..........__.-......_......__..__......_................................_........._.._....._..--....................... _ --- El ......................-............................ .......................................................... ............ ......------- ......................._................_._...-.........................................._._...._..........I..........................._._._._._._....----.................................... ...........................L--................. ................................... _.__. ........_._...._. ----- --- .....................- -............................._................._................................_.............-....__............-.......__................--.........I-........................._.....__........._..._.._.............-___..._ --— -- -----....._—._-..__..—. — - - — — O w H ........ --- --. ....... ...... .............._......_ ......__................................._...._...._........................_.................._.........._..................._._..-_._................................._......._._................... PROPOSED EAST ELEVATION W PROPOSED WEST ELEVATION SCALE: 1/4" — 1' W SCALE: 1/4" O Q � w C) Lo Lo Q O cn EEL %l a o ° U o Q � � EXISTING WEST ELEVATION EXISTING EAST ELEVATION SCALE: 1/4" = 1' SCALE: 1/4" = 1' 0 N v co O m , st0 O al a, 00 qu A � � � � � — - — - — - — — - — - — - - — - — - — - — - - - — 00 N - - - - - - - - - - - - W _ _...........................-.-_.._.....-.... -_-- _.._.._.._....... -- .._..._ ----- H _....._....._._........._.-............_..._...._...-._...__._..._._._........_._.._.. -- —_ ..........................._...........---...._...._...._.__.-...._.- — _._._.._........_........._._-__.......__ _---- ---- ------- ..............................---.........-.....__.....__.____._...._.....__._...... ---_._..._._____...._....-._------.___.-.---._...__-..._.___._._.__.__.__..._---_..___-- L 11-- - io ----- --- .................................................................................................................................-_.---.....__ _._....-._..__..._._._..-- --........I.............._....._......__..........._..................................._....._.......-..........._..._._......_... .............__.._....__..._-------- - --........_...._._- _.._._......---.._._.. -------..._.......---- _- ------- PROPOSED NORTH ELEVATION EXISTING NORTH ELEVATION 1 h. s SCALE: 1/4" = 1' 1/4" / SCALE: DRAWNj27, 11/MS SCALE /4"=1'-0' JOB#: TOM r February2014 rA. >;::^:N"^� SHEET NUMBER: THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A- 1 PAINTER TO PRIME AND PAINT ALL DOOR EDGES PE MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT SITE, ANY DISCREPANCIES BETWEEN MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT TEC SITE,INCLUDING BUILDING AND SITE E DRA�� N FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATINIG AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: 221-01' r lip-0i f22t—Ost 2 AN41 3in MULL (2)1-3/4X9-1/ L HEADER (P 7.7 2X6 DF#2 a@170C T—(2)2XIS POST 4 WORKBENCH C14 (2)2X6 DF#2 (2)2X6 DF#2 Trr—== - — - 1.47 - — - -a— - — - - — . (,4 — CD Ld ! 1 1 Q� _m -Itz _j C/) Pik 0 ILL. 7- 0 01 30X3 30X3 -------1. 00 %0 S 0 1 x 00 '0 LO SKYLIGHT SKYLIGHT a x x x x 04 CN CV 04 30X30 CATHEDRAL 30X30 0 0 X 0- Ai E�U 4=� a 0 1 SKYLIGHT CEILING SKYLIGHT 0 0 0 z (2)2X6 DF#2 (2)2X6 DF#2 0 7- 00 4 x 2X6 DF#2 (a).12"OC rn ......... ........... .. ... ...... POST TO RIDGE ° I O p,, H #5 REBAR @12"OC #5 REBAR @12"OC .... ..... 0 &AT FTG. (TYP.) &AT FTG. (TYP.) DR II w CUT OUT EXISTING FOR DOOR.VERIFY LIP LOCATION IN FIELD o U q w III TOTAL ROOF AREA: 816 SQ.FT. III0 AT 100%RUNOFF @ 2"RAIN PER HOUR:137 CU.FT. 12 O INSTALL: (1)8'dia.X 4'DEEP DRYWELL EXISTING ce DRYWELL CAPACITY:161 ul;:: <Y 111x 'Dill Ld %0 lllEX.2X6 RR @24"OC EXISTING EX.2X6 CJ @24"OC C�jll 2X4 STUD WALL >�::: 8"CONIC.BILK.WALL 111 --------------------------- -- ----------------- ------ - ................. ................... ...... ... .. O tlmm 03 ;3 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT ABOVE GRADE 0 1).REMOVE EXISTING ROOFING.RE-SHINGLE ROOF. 1.-� U� 1).MATCH EXISTING PLATE HEIGHT AT T-6". TO MATCH EXISTING. C) 2).TIE IN NEW ROOF TO EXISTING WALL FOR ADDITION. U I= 2).NEW EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. 2)_FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY FOOTING.FOOTINGS E 3).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. E PROJECT NORTH (kvTD PROJECT NORTH. TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). (I S S 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND W E PROJECT NORTH DIRECTLY TO THE DECK ALONG EAVES. 4).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS 4).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. OTHERWISE NOTED,ALL OPENINGS OVER 3 FT,TO HAVE 2 JACK STUDS INSTALL 112"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING S 5).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. WALLS. N T FOUNDATION PLAN v ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 6). DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD(((SHEATHING PROPOSED FLOOR PLAN MICROLAM HEADERS. - 5).PROVIDE 2X6 ACQ SILL PLATE.SILL PLATE TO BE INSTALLED OVER COP-R-TEX MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. SCALE: 1/4" 1' 5).ALL NEW EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES SCALE: 1/4" V TERMITE SHIELD AND FOAM SILL GASKET. UNDERLAYMENT IS NOT OH BE LEFT EXPOSED TO ELEMENTS AT END OF THE WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH PRO POSED F LOOR PLAN WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 6-0"O.C.AND W/I 1'-0"OF CORNERS, COMPLETE. INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A O0 MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT ARE TO r-1 .- SCALE: 1/4" V BE ATTACHED TO SILL PLATES WI7 H 3X3 SQUARE WASHER AND NUT. N Q) 7).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. .4 - 0 cf) CU U USE GALVANIZED(ZINC COATED)ROOFING NAILS,11 -12 GAUGE WITH AT N 5 ; x U LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT cf) 0 .!d .1'. 44 PL, U CUTTING INTO SHINGLE SURFACE. r-q 0 U 00 41 U 40 4 U CYN cr) 't 79 Lf) 00 �0 CA CU 24"DC 4" POST (2)1-3/4X9-1/2 0, 0, 0 MIL RIDGE Ilk 1 1 1 5-1/2"ML HDR I ( I l 1 1 I I f i f f I 12 it Ill OR GALVANIZED WOOD SCREWS W/ U WASHERS 11 11"O,C, JACK STUDS:., 10.LESSGTBEL CO 111 Iry0 Il I � ` li - � � ; - � I � i I � � I I i + � i - - - - IH Ill �2 _3/4'APA PLYW OD III SKEATMNG -- -------------- ------ 111"APARATEDIHEATHING (2)9-1/2'MIL HDR. Lo GRADE PLYWOOD I (ALTERNA�E:7116"O.S.B.) 12-APA RATED SHEATHING GRADE PLYWOOD 0 I J (ALTERNATIVE:7116"O.S.B.) 2 t___j'is (III IJ fl f IJ I ISI #10 STAINLESS STEEL 2X4 DF*2 OR GALVANIZED MDS WOOD SCREWS W/ WASHERS g ir 0 C of ) I � �v I I i) I) � � j :I[ III JACK STUDS JACK 7LIDS--­�% VJ WINDOWSILL n 11 TYPICAL WINDOW OPENING (LESS THAN 4'-OXV-0"OPENING) #10 STAINLESS STEEL OR Um I'1 III 111 WASHERS 0 Ir O.C. 4 (101u ukr 1 , 2 WOOD U 7C_�111, 111 111 111 TYPICAL DOOR OPENING MULTIPLE PLYWOOD ASSEMBLIES 2-2X4DF -A (LESS THAN 4'-0X8'-0"OPENING) TOGETHER#2 STIJDS CONNECTED Wrr STAINUM STEEL 4"• CONC.SLAB OR GALVINIZED BOLTS W/WASHERS AND NLrrS 0 2`0"O.C. 0 8"PC WALL TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-0X8'-0"OPENING) 16"X8"CONIC.FTG. WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL (2)#5 REBAR T GLAZING) AS PER TABLE 1609.1.4, N.Y.S. RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPAC 26_ DRAWN: MH MS CROSS SECTION WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" SCALE: 1/4"=1-01, 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 SCALE: 1/4" 1' 4 JOB#: 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. February 27,2014 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. SHEET NUMBER: 4- L/ N' v i L3OX30 YLIG SK HT PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-2 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUIM UPLIFT LOAD CAPACITY. KING STUDS WALL STUD • RAFTER ENDWALL CRIPPLE STUD BOTTOM PLATE u • • RIDGE LEDGER BATHTUB 0 DOUBLE JOIST • HEADER • SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLIC ATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT ANCHOR TO FOUNDATION W/ ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON LOC ATION USP NUMBER DESCRIPTION APPLIC ATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLIC ATION 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 AfPPLY 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 FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC O HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APIPLY TO EACH CRIPPLE STUD M­01 WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL I,.,� /CHIMNEY AS REQUIRED � O RIM BOARD RAFTER RAFTERS O� u WALL SHEATHING kVENTILATIONSILL PLATES) WOOD JOISTSIDEWALL FLASHING BLOCKINGFOUNDATION TOP PLATE 2x4 LEDGER BLOCKING FINISH WALL AND MOISTURE 0 BARRIER TO LAP FLASHING 2?x4 SOFFIT JOISTSTAPPING TO BE ATTACHED TO WALL STUDS ©48"OC AT WALL --- MAINTAIN GAPATTIC SHALL BE PROVIDED WITH A - - FASCIA ~ U AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA GUTTER NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD ~^ FLOOR JOIST DEPTH USP NUMBER THE SPACE VENTILATED. ALL OPENINGS !� INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT ^ 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS '� RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD M--I ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR - 14" LSTA30 " " 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR CONNECT TO 1-1/4x30 ON ALL OPENINGS ACTION EACH RAFTER PROVIDE BLOCKING BEARING EWALLS ANDN JOISTS HHEADERSAT ARE SPICED AND 8" / ROOF VENTILATION / INSTALL 4'0" O.C. / 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR CONNECT TO SOFFITED EAVE DETAIL 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAPI AND JACK ON ALL OPESTUDS ,' , EACH RAFTER NINGS .' ,' KEEP ROOFING NAILS OUT / V OF FLASHING 2ND. FLOOR WALL Id .9 ROOFING LAPS BASE ' FLASHING 4 INCHES RAFTER RIDGE CAP OF SAME BASE FLASHING WRAPS CORNERS, MATERIAL AS ROOFING Q EXTUNDS UNDER SHINGLES AT NAILED TO SHEATHING a SIDES 4 INCHES AND LAPS THROIUGH VENT SHIN(GLES AT BASE MIN. 4 INCHES A WOOD JOIST a TOP PLATE GIRDER/HEADER r Q 0 F __I -,ISIDE WALL FLASHING WOOD JOIST U o 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, L[LS, WALL STUD EDGE AND RAKES -- PROVIDE HEMMED EDGES> SO RAFTERS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS RIDGE VENT FOLDS CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. ON ALL OPENINGS RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS RAFTER TO PLATE INSTALL 4'0" O.C. CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD \ o DBL. SILL PLATE I �— SUBFLOOR N 0 TERMITE SHIELD ~ WOOD JOISTS m v o SILL GASKET / xx v 0 up NEOPRENE ''. 2x6 /2x8 CONTINUOUS WOOD PLATE C7,I 0 c-1 so t GASKET BOLTED TO STEEL BEAM WITH CONC. SLAB TYP. CONC. FOUNDATION A 6 MIL. POLY V� 1/2 " DIA. BOLTS ® 48 O.C.o.c. STAG. � � W DAMPPROOF EXTERIOR V GRANULAR FILL p EMIL POLY ON EXTERIOR ,� ' cu 0000 \ V s STEEL COLUMN D` , 'p \ ( ROOF JACK ��� `��� �� �� STEEL BEAM p A ° d I ° d _ ° i . c u cri m CONC. SLAB ° v ANCHOR BOLT EMBEDMENT: I �. 4" x 1/4" x 8" STEEL � z ^'I � p POURED CONCRETE: 7" ` I COMPACT FILL ° O r BLOCK WALL: 15" `, TOP AND BOTTOM PLATE U � 1 U) p D ^ ROOFING LAPS p FLASHING AT . WITH 1/2" x 6" ANCHOR BOLT cu \01n6 13 G D SIDES AND TOP V . p '6 �� 1/2" GROUT N 0 KEYWAY FOOTING ° �'n c- n CONC. FTGUSE WITH 3x3 SQUARE WASHERS 4 W ' : p ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) • I I I 3" STEEL COLUMN 1 REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I I ( 10 KIPS ) SUPPORTING MAXIMUM SPACING FLASHING LAPS ' DRAIN TILE ► ti ROOFING AT BOTTOM SILL PLATE TO FOUNDATION 1 STORY 72" OC CRAWL SPACE OR FOUNDATION TYPICAL BEAM DETAIL W4 W SILL PLATE TO FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION u WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION V 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL � 0 SLAB-ON-GRADE Cly C!1 SUB FLOOR II DOOR FRAME N CONC. SLAB GARAGE G JOIST 6X6 10/10 WWM DOOR ' USE 2X8 STEEL BEAM COMPACT FILL Q' ' I I FOR BLOCKOUT 4" SLAB ' W/ 6X6 WMM \ I SLOPE V P.T. PLATE 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR SPACE 7 1 ; (WITH A NAILING PLATE IF NEEDED) o a °< ° TO BE APROX. 1/2" OR HIGHER THAN AT END AND -'p ° s ° ° ' STEEL BEAM TO ALLOW FOR SHRINKAGE Q' ` ES OF WOOD D` D D O 'a s (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) ' �.Z=`� BEAMS ° 4 — GRADE I �SUBFLOOR p �•'� �" 6X6 W.W.M. lll _ A,� ` D NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM ° D° II�I I I JOIST kA NOTCH EQUALS 1/4 DEPTH OF BEAM 111 ° ° 'D ��`� STEEL B EAM * ' MIN. c e° r. ° REINFORCING BAR 'o•° II ° d L1'n 4° O° ' I lm :k'. n REINFORCING BAR _ p SHEET METAL / 30# FELT UNDER BEAM AT POINT DRAIN TILE I.-� OF CONTACT WITH CONCRETE OR CONC. BLOCK -m= �_� �= PLATE (BOLTED TO BAIvT} 12" o , 3„ °° SHIMS TO LEVEL BEAM INFORCING BARS THICKEN SLABS BENEATH BEARING WALILS AND COLUMNS. r " DRAWN: MH/MS TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 RE REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT SCALE: 1/4 j; JOB#: BEAM POCKET * ' �►` February 27,2014 SHEET NUMBER: N THE[DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-31 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES G TWEEAND TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMEN MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED CEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: WIND FRAMING MOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: GENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall ini line with studs below, rafters PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 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 CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL 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 witlh 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: 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 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not Sall 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 asssembly 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 (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD 2 - 16d COMMON EACH END ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 Z 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment off 7 inches in concrete WALL FRAMING: STAIRS 40 C 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 GAURDRAILS ANY DIRECTION 200 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When stleel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) 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 E 2 - 16d COMMONPER 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 5 . Refer to the Window and Door schedule for exterior o enin s. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE Z p g INTERSECTIONS 4 - 16d COMMO EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE p 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 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 O.C.2 - 16d COMMONU AIL Sym.: . o`� attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SEE FLOOR PLANS panel P 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 HEADER TO 16" O.C. FACE 16d COMMON SMOKE & CO2 DETECTORS � such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL Z in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION O U 8). Wind load requirements shall be taken into account during construction. I PLATE TO STUD 3 - 16d COMMON. PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of talble 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA ~ length adjustment factors in table 3.16. END JOIST BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 120 B SEVERE 3 FT. 11 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or mason walls occurin in exterior or unheated interior areas. SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL masonry g 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS;: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with upllift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST � - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. p SHEATHING LOCATION NOTES 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be BLOCKING EACH TOE 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL BLOCKING TO: EACH TOEEE 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 COMMONINTERIOR ZONE 8d COMMON @ 6" O.C.OC8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD „ p y anchored on top of the beam or slope connectors shall be mttached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL O a 6 maximum lifts (layers). GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.0 8d COMMON @ 4" O.C. SEE NOTES: 1,3 along the open ceiling part of the building. Connections to ithe ridge and wall shall be be LEDGER STRIP EACH FACE 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. 3 - 16d COMMON 8x16 cast iron foundation vent for every 150 sq. ft. of area. TO BEAM JOIST NAIL JOIST ON LEDGER PER TOE NOTES ,� �' o DECK AND COVERED PORCH NOTES: TO BEAM 13 - 8d COMMON JOIST NAIL W H 7). Dampproof exterior of foundation with bituminous coating as required by current THESE NOTES ARE ONLY TO RE 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 All fasteners, hangers and anchors to be alvinized or stainless steel. 3 - 16d COMMONa O the below grade portion of exterior walls prior to backfilling. 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. V o 8). Drainage as required b current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMON �e g q y Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 with washers and nuts. F SHEATHING:EATH I N 2). Tabulated 12 inch o.c. nail spiacing 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 For framing members with <0.412<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x112" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia.. concrete piers for the girders. 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. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAuIL SPACING NAIL SPACING AT INTERMEDIATE o NOTES 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 flashingshall be installed between the building and ledger. NAIL NAIL a, o g g JOINT DESCRIPTION SEE NOTES: 1, 3 ( BOTH FIELDS m :~ otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. ) � � W U where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD o m ,E v 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS „ 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. WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 8d CO1wlMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 0 � : 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. Eacth Joist shall also be anchored s between 5'll and 8 openings 9. Provio °J 00 openings between 4'1 and 6'0 and 2x6 wall op g ' de fire NAIL NAIL �to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. U and blocking where applicable. QTY. SPACING 40 8). Covered Roofs shall be assembled and anchored the sarme manner as a typical buildin . STRUCTURAL 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 ) YP g 8d COMMON PANELS WFCM - SBC be used. U U) anchors where applicable to all connecting joists. PLUMBING NOTES m 7/16" OSB 3" O.C. EDGE � a, � 6d COMMONN 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 the 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. � Floors to have ceramicP P WALLBOARD 5d COOLERS 10" O.0 . FIELD on plans. 3). For exterior panel siding, gialvinized box nails shall be permitted to be substituted for common nails. 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 Countyy Health Department approval. FLOOR SHEATHING: other access openings unless otherwise noted (typical). NOTE: cn 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY fiIIIIIIIIII4w 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure ithe structure. Verify with the QTY. SPACING d where applicable unless otherwise noted. state code and manufacture's recommendation for maximurm hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIIONS. MINIMUM 3000# CAPACITY. U HVAC SYSTEM NOTES 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 1" OR LESS 8d COMMON12" O.C. FIELD Provide blocking/bridgingin floor 'oists at 8'0 o.c.. Use solid blocking in floor joists 9) , NOTES:ES 2).USE SIMPSO!N HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to) all applicable codes and safety 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. requirements. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO 1F needed. 2). HVAC subcontractor is to fully coordinate all system datta and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. equipment supplier. 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 as required by current NWS Residential Code-FIREBLOCKING REQUIRED CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout dravwing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher and to form an effective fire barrier between stories,and between a top story and the roof space. V 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloorshear capacities, nailing requirements for structural Fireblocking shall be provided in wood-frame construction in the following locations. ELECTRICAL NOTES' ^� adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 1).In concealed spaces off stud walls and partitions,including furred spaces,at the ceiling and floor over subfloor as per manufacture's instructions. such as shear plates, Shall be used to maintain load path. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 1). All electrical to be installed as per N.Y.S. Residential Comstruction Code. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed using parallel rows of studs or staggered studs. 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected 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 Undeerwriter. members,the tabulated number of nails shall be permitted 2).At all interconnectiorns between concealed vertical and horizontal spaces Such as occur at soffits, drop to have regular 1/2 sheetrock. All walls to be taped and finished. ceilingsand cove ceilings. 3). Install Smoke detectors and Carbon Monoxide detectorss throughout as required by current to be reduced tol - 16d nail per foot. 3).In concealed spaces boetween stair stringers at the top and bottom of the run.Enclosed spaces 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. under stairs shall comrply with current N.Y.S.Residential Code. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM ,z- 4).At openings around wents,pipes and ducts at ceiling and floor level,to resist the free passage of s DRAWN: MH/MS torch down type material over. flame and products off combustion.; SCALE: 1/4"=1'-0" 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 5).For the fireblocking oaf chimneys and fireplaces,as required by current N.Y.S.Residential Code. ''" '���"� ka:'.- JOB#: !" '" Feb 27,2014 - - or roved equal. SHEET NUMBER: be installed with a foam sill gasket and cop r tex termite shield pp q P RTMENT INSPECTIONS PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWIN4GS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERIS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPA MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT 106 SITE,INCLUDING BUILDING AND SITE CLEARANCEES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMEN f FROM OWNERS.