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HomeMy WebLinkAbout37646-Z Fect Town of Southold Annex 7/3/2014 P.O.Box 1179 54375 Main Road i� Southold,New York 11971 X CERTIFICATE OF OCCUPANCY No: 36999 Date: 7/3/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 4800 Nassau Point Rd, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 111.-8-12.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 11/27/2012 pursuant to which Building Permit No. 37646 dated 11/27/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including first and second story covered porches, to an existing one family dwelling as applied for per ZBA#6564, dated 5/17/12. The certificate is issued to Pizzolla, Linda (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0051 6/27/14 ELECTRICAL CERTIFICATE NO. 37646 2/20/14 PLUMBERS CERTIFICATION DATED 3/3/14 J. Zee's Plumbing 14-4 �, (;�� �Oho &d Sigfiature Oar Town of Southold Annex 7/3/2014 P.O.Box 1179 - 54375 Main Road "3 4 q Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37000 Date: 7/3/2014 THIS CERTIFIES that the building SHED Location of Property: 4800 Nassau Point Rd, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 111.-8-12.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 11/27/2012 pursuant to which Building Permit No. 37646 dated 11/27/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "as built"accessory shed as applied for. The certificate is issued to Pizzolla, Linda (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED A ho ed Sfgnat4e 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#: 37646 Date: 11/27/2012 Permission is hereby granted to: Pizzolla, Linda 38-21 165th St Flushing, NY 11358 To: construct additions & alterations to an existing single family dwelling per ZBA decision #6564 as applied for At premises located at: 4800 Nassau Point Rd SCTM # 473889 Sec/Block/Lot# 111.-8-12.1 Pursuant to application dated 11/27/2012 and approved by the Building Inspector. To expire on 5/29/2014. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,665.60 CO -ADDITION TO DWELLING $50.00 Total: $1,715.60 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. if a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00; Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date. 1,- Z 7- 2— New New Construction: Old or Pre-existing Building: (check one) Location of Property: `7 �� � ���L 19dt,72 1 L House No. treet pp Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section r// Block Lot 12. Subdivision // Filed Map. Lot: Permit No. Date of Permit. 11-Z 7 Applicant: 6, /� J �j 2 Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: pplicant Signature oF so�lyol. Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Q roger.riche rt(_town.southoId.ny.us Southold,NY 11971-0959 • �O o�yCow, �� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Pizzolla Address: 4800 Nassau Point Rd City: Cutchogue St: NY Zip: 11935 Building Permit#: 37646 Section: 1 1 1 Block: 8 Lot: 12.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: First Light Electric Inc License No: 3991-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 Survey Attic Garage INVENTORY Service 1 ph 200a Heat oil Duplec Recpt 70 Ceiling Fixtures 20 HID Fixtures Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 10 Smoke Detectors rj Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 16 CO Detectors 3 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer AppliancesN39 Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect R200, Switches Twist Lock Exit Fixtures TVSS Other Equipment: 200a overhead service, 1-combination smoke/co detector, 1-exhaust fan, 1-oven 1-paddle fan, 11-ARC fault circuit breakers,2-GFCI circuit breakers Notes: Inspector Signature: Date: Feb 20 2014 81-Cert Electrical Compliance Form.xls ��o�souryo - Town Hall Annex Telepboge(531)-765-1$02 54375 Main Road Fax(631)763-9502 P.O.Box 1179 G Q Southold,New York 11971-0959 BLYR DING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: 'Jahn. 4 LM,,134 A2 Z 01,4 (Please print) Plumber: . c .S l� �U&VI 1314V'4.- (Please print) I certify that the solder used in.the waxer supply system contains less.than 2/10 of 1% lead. (RUmbers Signature) Swom to before me this 3 day of IArt.vc->^ 20 Iq LINDA a.SCHOLL ` Notary Public,St.'e of New York No.30-4858259 Qualified in Suffolk County 2V 14 Notary Public, StJFFD`K.. CountyComm'�sion Ezci-es PJ ay 5,"�_. oF sooTyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [FOUNDATION 1 ST ( ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ J FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: f DATE l °2 �/( f°2 INSPECTOR 0 rAv so i 4 �\ TOWN OF SOUTNOLD BUILDING DEPT. 2l� 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION �] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE / INSPECTOf:g� OF SO//T�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT [ ] FOUNDAT 1 ST [ ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [ _ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �- �j - DATEINSPECTO 3lafsoryO6 i TOWN OF SOUTFIOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ j FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI SAF ECTfb [ j FIRE RESISTANT CONSTRUCTION [ RESISTANT PENETRATION [ ] ELECTRICAL (ROU H) ELECTRICAL REMARKS: A � vKc- DATE - �3 INSPECTOR i OF SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO [ ] FOUNDATION 1ST [ ] RO PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: _ l DATE llc�1-13 INSPECTOR TOWN OF SOUTFIOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 7ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION I 1 FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) � ELECTRICAL(FINAL) REMARKS: r—t "Ivrc.— DATE � � INSPECTOR ti �o TOWN OF S HOLD B ING DEPT. 765-180 IN N [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 CATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE V10 ATION [ ] CAULKING w REMARKS. ll::�;Ly eY_ 5 DATE a INSPECTOR 766t:2 td ��,oF sooryo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI N [ ] FOUNDATION 1 ST [ ] 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: C DATE INSPECTOR `�� �CHITECT MARK SCHWARTZ &ASSOCIATES 28495 Main Road.PO Box 933.Cutchoguc, NY 1193.) I 631.734.4185 wW%%.mksarchitcct.com July 02,2013 Southold Town Building Department P.O. Box 1179 Main Road Southold,New York 11971 Re: Additions and Alterations to: Pizzolla House 4800 Nassau Point Road Cutchogue,New York Permit#37646 (SCTM# 1000-111-08-12.1) To Whom This May Concern: I have been to the site and reviewed the framing and strapping. I hereby certify, to the best of my knowledge, the framing and strapping work has been completed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, : Mark Sc ' . D E C F �l JUL - 2 LO HIAA 1' 1 1 D • COMMENTS OEM ILI1 PLUMING STATE ENERGY • I w ---- U�A � wr 7,_[ 2 / ,. ' E,�c M, �I �' - BUILDING PERMIT APPLICATION CHECKLIST TOWN OF SOUTHOLD Do you have or need the following,before applying? BUILDING DEPARTMENT Board of Health TOWN HALL 4 sets of Building Plans___ SOUTHOLD,NY 11971 Planning Board approval._____. TEL: (631)765-1802 Survey FAX: (631)765-9502 Check SoutholdTown.NorthFork.net PERMIT NO. septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Examined 20 Contact: Mail to: Approved 20 Disapproved a/c Phone: Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT ` Date 1 �1 201 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. what so ever until the Building Inspector e.No building shall be occupied or used in whole or in part for any purpose issues a Certificate of Occupancy. work authorized Inot commenced within lmonths fEvery building� xirdate. f no zoning amendments or oherregulations affecting the issuance or has not been mPletd shall l8 ifthe property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit or an addition six months.Thereafter,a new permit shall be required. APPLICATION IS th� MADE Southold theBuilding County,New York,and other appliepartment for the issuance of a cable ble Laws,Ordinances or the Building Zone Ordinance o or demolition as herein described.The Regulations,for the construction of buildings,additions,or alterations or for�yAl 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 if a corporation) N f 2i.;CJCIX.0 / �x (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder �{ ZZdLLA Name of owner of premises 1 (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which �`� Hamlet �+prop" }�ork,�'i1�be done: House Number Street 3cc& ( BlockI Lot _ Z County Tax Map No. 1000 Section 2. State existing use and occupancy of pre mi anJ d intend� d use and occupancy of proposed construction: a. Existing use and occupancy LYS/ c D C b. Intended use and occupancy �Od S 719 3. Nature of work(check which applicable):New Building Addition Alteration (f Repair Removal Demolition Other Work S h e-] (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. if dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front 1 Rear Depth Height /6) Number of Stories T-- Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner I,, 11.Zone or use district in which premises are situated C vtGh 0 o e 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO / 13.Will lot be re-graded?YES NO \-// excess fill be removed from premises?YES NO✓ 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. / 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO V *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BFjREQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NOy *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNT OF being duly sworn,deposes and says that(s)he is the applicant ame of individual si contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) rr;: _Srn plZZgLLA of said owner or owners,and is d},yy,, orized to perform or ave performed the said work and to make and file this application; that all statements contained in tl>�`'�0&11¢ � ��wledge and belief;and that the work will be performed in the manner set forth in - NEW YORK an, V`:. '6"�ffty Sworn to before me this •• {'� iRJi >.#���� _ day of c D y omm sTon Explros March 8 ntary Pnhlir. QionatirrP of linant 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. Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined , 20 Single&Separate Storm-Water Assessment Form Contact: Approved 20 Mail to: Disapproved a/c Phone: 73¢ pd`�� Expiration 20 -- - Building Inspector PPLICATION FOR BUILDING PERMIT � SEP 18 2012 Date—L9 /Z 120 INSTRUCTIONS BLDG.DEPT• a. This aRPJ$d& e completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets o curate 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 i 8'months from such date. if no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent Qngineer, general contractor, electrician, plumber or builder Name of owner of premises J611AI_�_Zew–p-t Z �O 4z"f (As on t e tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. — L. Locati n f land on which proposed work will be done: 1 foo 41 eai,✓r- lev House Number Street Hamlet County Tax Map No. 1000 Section i/ Block Q 0 Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy r b. Intended use and 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business commercial or mixed occu,�ancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions.. Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 009 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Own er 11. Zone or use district in which premises are situated 9 12. Does proposed construction violate any zoning law, ordinance or regulation? YES V'NO 13. Will lot be re-graded? YES NOWill excess fill be rem���f e rises? YES NO to f 14. Names of Owner of premises 00, Z L'm L L 4 AddresJ:i-VJ'-411N44AJY Phone No. t f 7S 7 144 Z Name of Architect JC fqGv/reZ71""L Address // vr" Phone No —7 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 BEEQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OV? j! being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D. BUNCH (S)He is the �'�l Notary Public,State of New York No-OIR11618SOSO (Contractor, Agent, Corporat Officer c.) Qualified in Suffolk County Commission Expires April 14, 2 0(-(c 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. SwJo tQ„before met ig day of ' "" 20 Notary Public Signa6r of Applicant 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.Nor6l7ork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined 111d-1 20_0'" Single& Separate Storm-Water Assessment Form / Contact: Approved o� ,20 ! � Mail to: W �Z Disapproved a/c Phone: Expiration 20 J _J E E �f1 E Building Inspector D 1J ICATION FOR BUILDING PERMIT DEC -1 2Q11 Date 2/17- 1 , 20 INSTRUCTIONS BLDG.DEPT. .TOWN OF S UTHOLD a. e comp etely 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 bee6 enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lesCtct, e gineer, general contractor, electrician,plumber or builder Name of owner of premises10LIAVA #0 0 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Lo ation of land on which proposp�l work willX-4v77-' one: �O0 IUASIAy r0/W1� (:yHf0664!: House Number Street Hamlet County Tax Map No. 1000 Section -Block—0 0 Lot l Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 7/A/6 CC /-4/41 l L y b. Intended use and occupancy CO^/o 3. Nature of work(check which applicable): New Building Addition Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occu ancy, specify nature and xtent of each type of use. 5eIE PC01�� 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth.. Height Number of Stories �9. Size of lot: Front ear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated F, 4 D 12. Does proposed construction violate any zoning law, ordinance or regulation? YES K, NO 13. Will lot be re-graded? YES NO_N/Will excess fill be removed from premises? YES NO 14. Names of Owner of premises p Z Z O Lt A Address Phone No. Name of Architects C N_4g;ET z Address Phone No ?34 - 4-/ _L Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO�_ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO� * IF YES, PROVIDE A COPY. CONNIE D. BUNCH STATE OF NEW YORK) Notary Public,State of New York No.01BU618506o SS: QuaWW in Suffolk County COUNTY OF f'(/('F(JC./ CornSS: ExPirea April 14,2 6/31 IqA K r- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the4P_C#tnrt�r_-_;-1A .— (Contra tor, Agent, C rporate f cer, 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 Ns. �4-A day of 20 - C�n LAP C Notary Public Sign ture of pplicant J FORM NO. 3 NOTICE OF DISAPPROVAL DATE: January 24, 2012 TO: Mark Schwartz for Linda Pizzolla P.O. Box 933 Cutchogue, NY 11935 Please take notice that your application dated December 7, 2012: For permit to construct additions and alterations to an existing single family dwelling at: Location of property: 4800 Nassau Point Rd. Cutchogue, NY County Tax Map No. 1000 - Section 111 Block 8 Lot 11 & 12 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations to this existing single family dwelling on a conforming 46, 045 square foot lot in the Residential R-40 District is not permitted pursuant to Article IV Section 280-18 the front yard setback shall be 50 feet Survey shows a front yard setback of 20 feet to Carrington Road and 45 feet to Nassau Point Road. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson ����$UUryOI 53095 Main Road -P.O. Box 1179 O James Dinizio,Jr. Southold,NY 11971-0959 Office Location: Gerard P. Goehringer N ar Town Annex/First Floor,Capital One Bank George Homing �� ^a�� 54375 Main Road(at Youngs Avenue) Ken Schneider COU NTY,� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS SEP 1 9 ?ni2 f �, TOWN OF SOUTHOLD Tel.(631) 765-1809-Fax(631) 765-9064 l�uc; �I Fir. OF''>DUir101D INGS,DELIBERATIONS AND DETERMINATION MEETING OF MAY 17,2012 ZBA FILE: 6564 NAME OF APPLICANT: Linda Pizzolla SCTM# 1000-111-08-11&12 PROPERTY LOCATION: 4800 Nassau Point Rd. (corner Carrington Rd.), Cutchogue,NY SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 1I category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated April 17, 2012 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. 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 subject parcel is two adjoining merged lots containing 46,045 square feet in the R-40 district. The parcel has a front yard running 196.79 feet along Nassau Point Road and a second front yard running 293.05 feet along Carrington Road, 302.80 feet along the southern property line and 113.91 feet along the western property line. The parcel is improved with a one story frame house and an accessory pool as shown on the survey prepared by John T. Metzger, L.S. dated January 12, 2012, lots 11 & 12. BASIS OF APPLICATION: Request for Variances from Article IV Code Section 280-18, based on an application for building permit and the Building Inspector's January 24, 2012 Notice of Disapproval concerning proposed additions and alterations to a single family dwelling, at; 1) less than the code required front yard setback of 50 feet to Carrington Road,2) less than the code required front yard setback of 50 feet to Nassau Point Road. RELIEF REOUESTED: The applicant requests variances for: 1)a front yard setback of 45 feet from Nassau Point Road, requiring a 5 foot variance from the code required 50 foot setback and, 2) a front yard setback of 20 feet from Carrington Road,requiring a 30 foot variance from the code required 50 foot setback. ADDITIONAL INFORMATION: ZBA Appeal #256 granted the subject parcel (SCTM# lot 11) a reduced front yard setback from Carrington Road, then recognized as Carpenter Road. The "amount" or percentage of variance relief was not referred to in Appeal #256, it is simply granted as a reduced front yard setback on a corner lot. ZBA Appeal 4256, at that time, recognized"Carpenter Road"as "not a public-road, as unpaved and appearing to be used only for ingress and egress to the garage of the house on the northwest corner of said road and Nassau Point Road". This Board agrees with that description to date as evidence for this appeal. Carrington Road is presently unimproved along the subject parcel and is closed to through access to Wunneweta Road via a chain link fence at Page 2 of 3—May 17,2012 ZBA File#6564-Pizzolla CTM: 1000-111-8-11&12 the rear property lines. The subject parcel has no vehicular ingress/egress to Carrington Road at this time. A letter of support for granting the requested variances was received from the adjoining property owners to the north who use Carrington Road. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 3, 2012 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 requested variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant proposes to construct a second story to the existing one story dwelling. Two story dwellings are characteristic of this neighborhood and there was no evidence presented to indicate that the proposed construction with the requested variances would cause a detriment to nearby properties. 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 existing dwelling exists in its present nonconforming code location and any additions or alterations to the dwelling at these locations will require a variance. 3. Town Law 4267-b(3)(b)(3). The variance granted herein for a 45 foot front yard setback from Nassau Point Road is not mathematically substantial, representing 10% relief from the code. The existing one story dwelling has existed with this 45 foot front yard setback without any evidence of detriment to the neighborhood. The variance granted herein for a 20 foot front yard setback from Carrington Road is mathematically substantial, representing 60% relief from the code. However, a similar requested setback was granted under Appeal 4256 for a one story structure and the setback is to a property line that functions more as a side yard than a front yard. Additionally, the proposed second story addition will maintain the existing setback. 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. All storm water runoff will be retained on site. The second story addition is proposed over the existing first floor footprint. 5. Town Law 4267-b(3)(b)(5). The difficulty has not been self-created insofar as the existing dwelling has existed in its present location with a granted front yard setback variance to Carrington Road and a conforming front yard setback to Nassau Point Road at its time of construction. The more restricting front yard setback requirements of the present town code has created the difficulty for this proposed addition and alteration to the existing dwelling. 6. Town Law 4267-b. Grant of the requested reliefs is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of constructing additions and alterations to the subject single family dwelling 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 Schneider, seconded by Member Goehringer, and duly carried, to GRANT, the variances as applied for, and shown on the Architectural Plans entitled Pizzolla House, Additions and Alterations, sheets A-1, A-2, A-3 and A-4 all dated 2/27/2012, prepared by Mark Schwartz, R.A., and the survey of the subject parcel (SCTM Lot411) by John T. Metzger, L.S. dated 3/20/2012 also showing in the survey a minor addition of a 6x16 entry platform with an open porch above. Page 3 of 3—May 17,2012 ZBA File#6564-Pizzolla CTM: 1000-111-8-11&12 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 variance(s) 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),Dinizio, Goehringer,Schneider, Horning. This Resolution was duly adopted(5-0). Leslie Kanes Weisman, Chairperson Approved for filing /d� /2012 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson OkoQF so�Tyol 53095 Main Road•P.O.Box 1179 p Southold,NY 11971-0959 James Dinizio,Jr. .1L Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Horning • �O 54375 Main Road(at Youngs Avenue) Ken Schneider �li`COU Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax (631)765-9064 January 2, 2013 �. Mark Schwartz,Architect P.O Box 933 1 I Cutchogue,NY 11935 Li JAN — 2 2013 f RE: Pizzolla, ZBA#6564 g;n�, DEPI. Dear Mr. Schwartz: I have reviewed your letter dated January 2, 2013, and the proposed drawing that you submitted with your request for a de minimus determination. Since you do not propose any changes to the granted front yard setback of 45 feet and you are not proposing any new nonconformity,I have determined that your requested modification is de minimus in nature. Please also note that the applicant must comply with Chapter 236 of the Town's drainage code. I will instruct the office to send a copy of this letter and your request, and a stamped approved copy of the amended drawing dated January 2, 2013 and labeled A-1 Pizzola House; Additions and Alterations, to the Building Department so that you can apply for a building permit. If you have any questions, please call the office. I ; Sin6ere Leslie Kanes Weisman Chairperson/Dept. Head CC: Michael Verity, Chief Building Inspector P ( 7-7, d L CA Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner-Agent-Consultant-Contractor or Other (Circle One) PrVerty owNER:JV Different than nt) S'G tic/ /2 7—t- Nth t t o L L A- M"resz o a C - i S „u6 Al / 3,1' Tekpiane 1h Fax Ile Telephone tic / Fax► a-maw ?Y I a E-Marl•. ProperlyAtf mw Brief D=iption of Construction Activity,Proposed Sbucft-A Bhft Sol s.GT.M.#: 1000 �_ (/ Stabahatim BMP.,Project Scope and/or Sequence of Conchvctim Activity ob41et aea►oe ebck Lot ---���••• '� 4sas of conhao",�°�Contact Person Responsible for Impkmentation of SWPPP Jo t>r �Q, .v�✓.l !/�, /� Qlvl ,vi ---t-'�= rs,�------ Address O Al ✓ er ,.✓l" .tom .f GO.vYJ LOGi� .�Telephone M: It .. 7140 Z Fax# ------ � lf, --- -----------/"r -_------- - ---- Name of Persons Responsible for Installation d NtIntenance of Erosion Control Practice: d_ �r -- v Or V �h0 A-- ----f—'F------------ Address: -------------------------------------------- Telephone#., Fax#- E-Mail- Total -E-Mail- Total Area of AM Total Area of Land Clearing Project Parcels: / and/orGround DisturWnce: Z�0 __."______________________-----._-------------- R .rAoesl (S.F./Aon) Project Duration: 9!4.o Start End -------_--_-------------.._:___ (Anticipated) J � r Date: �t �,� Date: /r /L G� 7 ./ pAaana o Cal r Days) Will this Project Disturbe five(5)or More Acres at -------------____________ Any One Time During the Proposed Development? Yes No ----------------------------- If YES:Please Answer the Followingi _--------------------- a. Does the Applicant have a Qualified Inspector On O Staff To Conduct the ftquired Inspections? Yes No b. Does the SWPPP Indicate HOW Frequently the Site O List the NAMES or description of all Potentially Impacted Waterbodies and/or Wettands: Inspections will Occur and for What Period of Time? Yes No eq ly fY perry O O ------------- c. Does the SWPPP Adequately Identify AN Temporary ------------------------------------------------ and/or Permanent Solt Stabalization Measures? Yes No d. Does the SWPPP Adequately Identify a Complete Q Q _.-_ - - -_ -..--.----_____--___-_-._ Project Phasing Plan? Yes No status of Impacted Walerbody:Jag.TMDL,303(d)Listed,Impaired—) e. Does the SWPPP Indicate Additional Site Specific Q Q Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice ^= O - -- - •----------.- --- - -. tiand_.j of Intent and SWPPP Acceptance Form for Review Type of Impacted Waterbody (eq.Lake,Creek.Bay,pond,Sound,Freshwater Yfe by the Town of Southold? Yes No STATE OF NEW YORK, G / any ublic, State of New York COUNTY OF... ..Wn?.w.< ..............SS No. 01BU6185050 Qualified in Suffolk county That I................ ��: �t !sigritrig i Z.....being duly sworn,depCoses uiii �i�9@ li gjtl�� Plir n To Pemnit, (Nww of And that he/she is the ...............................�� ...................... ...._.. towner, Coryorata officer elm Owner and/or representative of the 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 herewith Sworn to before me , ,... ..�....-.. . day o ... ........................20.1 Notary Public_ ..� ^ .._•.- .......... . ....... ..........•--•-••------.......". Pgr—ko SWPPP Assessment FORM: 03-12 i Sal lyo � to Town Hall Annex 4 Telephone(631)765-1802 i> 54375 Main Road pax(681)7 A502 P.O.Box 1179 roger-richeEW own.so ol(1 ny.us Southold,NY 11971-0959l� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION ' REQUESTED BY: ` 'tel �''l .%� - .✓<. Date: /3 Company Name: . IName- License No.: Address: _O^ T— 8 -�� < zz Phone No.: , i JOBSITE INFORMATION: {*Indicates required information) *Name: ! t ''Address: rTo X,,l ` Z Z t3 ll e"- _ /1./4s'S A *Cross Street: Al e p1 e 0 '`Phone No.: 716 Permit No.: Tax-Map District: 4000 Section: Block: ---ot-- 'f(2 1 Lot: iso *BRIEF DESCRIPTION OF WORK(Please Print Clearly) i (Please Circle All That Apply) *Is job ready for inspection: &NO*Do you need a Temp Certificate: NO Rough In Final Temp Information(If needed) G *Service Size: Pha 3Phase 100 450 200 300 350 400 Other *New Service: Re-connect Underground Number of MetersChange of Service Overhead Additional Information: CATION ADD B2-Request for t 3 Inspection Form � � I f � I i ��or c�Pr. I T01nI�i�� SOU N01 TOWN OF SOUTHOLD PROPERTY RECORD CARS f V rJ T Jl f f ' OWNER S71�EET � " � ?r VI LI AGE DISTRICT SUB. LOT „ -111 fli. SS'd der, �. faf , E�i �v� ur�G� �� `r � FORMER OIA�NER j''Z?.of to N 1: ACREAGE Z2 A r - i / (-moi.rit J Li/ shJ}o Vy TYPE OF BUILDING Z=S.,:- t/O SEAS. VL. FARAD I COAD %A. I IND. I C B. I MISC. 1 c(� �2 f LAND IADP. TOTAL DATE REMARKS gyp,- � �'/-��af � a, Vic,� 41 0 e / �i 3 '1i”l-4�,C% ! I//4 l 1=. 6's� T r � uftf0 c, MIr6 A0))s AGE BUILDINGC DITIOI�I 5 !£� Fes; 11L ` 1'� � i."! t�4� 1=�;. ,� J. NEW I 'NORMAL BELOW r ABOVE ,�: ���� II f_ Farm l Acre Value Per Acre j Value ��c� "`` �•:,=s - ." f Tillable' Tilloble 2 �� �I`~r`t� L 'J''''1 ^V�-^ -��,rl-Y1�I ;, ?' -�'- �� ri r, Tillable: 3 v+ ✓11 ,co- i - J -c-ice,�_ c Woodland ., z ,'`�; � �s�'{ 1�' �r rpt'•Ct.l Swampland t �'v (,�,° ia, ,4 t�T.4-4f `+rr< -j'b P'Z;Z-o(114' 4yil", B rushland r House Plot i Tota[ + ` = � ;'t jP'-�:• : I i r; Bldg. i aP a Foundation _ i Bath Extension - ti i Basement i Floors Extension I !r r' _ ' 11 :- j 2 Ext. WallsIlnteriof Finish i Fire Place Heat Extension � I �: ,. � I � Porch I Attic 1 - :� v Parch Rooms 15t Floor IAB _ .4 —- — — �� Patio ) I Rooms 2nd Floor 2�k 7 9-2- Garage Garage ' , }. 2-2 /Driveway ! 0. B. � -C, RCHITECT MARK SCHWARTZ&ASSOCIATES 28495 Main Road•PO Box 933•(,uu hug-uc, VY 1193:1 — -- - (i3l.734,41£35 www.mksarchifr<•t.com January 02,2013 TRANSMITTAL To: Southold Town Zoning Board of Appeals P. O.Box 1179 40 0� �''•� �`� Southold,New York 11971 �Q Project: Pizzolla property 1174 4800 Nassau Point Road Cutchogue,New York �C,s (SCTM#1000-111-08-11 &12) ZBA approval#6564 From: Mark Schwartz, AIA We transmit the following-hand delivered on January 02,2013 Remarks: Dear Leslie, We are requesting an approval for a slight change of roofline located within the front yard setback. The Owners would like to create a small second floor deck over the existing 2.1' x 13.8. "bump out". On the approved plans, we had shown a gable roof - would like the small deck in lieu of the gable roof. We feel this is a de minimis request and would like you to review the plans and make a decision as soon as you get a chance. Please call this office if you have questions or require additional information. Thank you. Sincerely, Mark Schw AIA F iT ELECTRICinc, L ONT �vn zcror P.O. Box 1528 - East Hampton, NY 11937 . 631-267-0183 • Fax: 631-267-0187 E-Mail: firstlight3@optonline.net April 22, 2013 Town of Southold Building Department P.O. Box 1179 Southold,NY 11971-0959 To Whom It May Concern: Attached please find an Application for Electrical Inspection for the Pizzolla property located at 4800 Nassau Point Road, a check in the amount of$225.00 and a survey of the property for a change of service. Please call with any questions. Thank you. Sincerely, s Marc Mathews President *�' APR 2 2013 Gum Complimentary Copwpr#nt Self-Serve Fax Cover Sheet To: From: 1/U D - k� �-L- Fax #: -7 6 q60 Phone #: Dat!;: 6"- 1 4 - Mf Reply Fax #: Number of Pages (Including Cover): Urgent Confidential Confirm Receipt❑ F-I We'll do it right the first time --- guaranteed. Black&white copies•Color capias•Custom printing•Binding•Folding•Wide-format copying 0 Custom stamps-UPS shipping and more 7,M3 blzsvc that was easy. 0 • * 200 • 00 + l� 50 . 00+ / X_ / 250 . 00 + 0 • v 10 • x 16 - 1 6 0 - 0 0 * + 6 • =160 . 00 * + 160 . 00x 0 . 80= 128 . 00 + 0 - 250 . 00 + / 378 . 00x + �� Q ��` �(A 0 • * oF so�jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �r Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD May 20, 2014 TO: Linda Pizzolla RE: 4800 Nassau Point Road Cutchogue, New York Thank you for submitting the pictures of the "as built' shed. The fee for the shed is $378.00, which covers the Building Permit fee and Certificate of Occupancy fee. Respectfully, Connie Bunch Southold Town Building Dept. SO!/ryol 0 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 �Q � June 6, 2014 y�4UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD Linda Pizzolla 38-21 165th St Flushing NY 11358 Re: 4800 Nassau Pt Rd, Cutchogue 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. A fee of$50.00. 9%nal Health Department Approval. roval. p Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. 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EXISTING DECK a _O a a 0335 Q 7c- 0 EX.BEDROOM No-I O p t 1 X.BATH/LNDRY. 0 I t L0�t.�em 00 1 t EX.DINING © EX-KITCHEN E t Q O� O Q 000 4 ------------ ----------------- It w GREAT ROOM EX-BEDRCIOM Irmcu-r IRi (FO"EA GMKsE) V/ 1 FX.BEDROOM No.2 HANGtROOM � O FX_BEDROOM No.a a 11 I t I,+0 I t I3r 0 EXOTWO 11 3� T%I M2.3CA �a PORCH .� zz 000 EXISTING PORCH 7TB�3AINAECISICPY DRAWN: MH/MS EXISTING 1ST. FLOOR PLAN Ste: IW=V-0- PROPOSED 1ST. FLOOR PLAN IDB M: 1/a"= 1' E 27,2012 SCALE: 1/8"= 1' SHEETNUMBER: A-3 REVISIONS: 0 a a a 2= PMCH A � U a O O � O �•� BEDROOM Ne 4 u•-etin3�a• 0. 3' S tD A W075 "SC � Q 0 PEW /'\ O BEDROOM No.4 n�-e•x�ra• O (u d PORCH S N Q� PROPOSED 2ND. FLOOR PLAN a C z Saar: 1/8^= 1' DRAWN: MH/MS SCALE: 1/4'41'-0• JOB A• Fc&ury27,2012 SHEET NUMBER: A-4 SURVEY OF PROPERTY A T MASSA U POINT TOWN OF SO UTHOLD N SUFFOLK COUNTY, N. Y. 1000-111-08-11 & 12 SCALE 1'=30' JANUARY 12, 2012 P 0 ASPHALT 0 V 5,% Z m / ,o +15.0 —� 40.3' Z zil Q cA�r 1 LOT 150 2`'— �pF'' Ar� t� / zcr a Z /I J SNS _ _ _ _ �'J � / oso Pot DII goof LOT 149 -62 1 ,� oc 3Q2,80 TEST HOLE DATA I I _ �v►p — — — _ BY McDONALD GEOSCIENCE 1/11/12 woop RETp�n`No ZI \ _ �p•2 S) BROWN SILTY SAND SM W 1 � 11 I FE � - --- 2.5' 0,�'S cOOIyC. WA�lS _ ^X78.36'20~W\�. ` PALE BROWN FINE TO MEDIUM SAND SP c — LOT 1 4Q UguC WATER)f P t yVEu-IMG �TM iAOF NEW C JAN �� 2 4 2012 ;;z UlR ,.;. �. p ELEVATIONS ARE REFERENCED TO N.A.V.D. ql R LOT NUMBERS REFER TO "AMENDED MAP A OF NASSAU BLDG. DEPT. ; TOWN OF SOUTI-IOLD POINT, OWNED BY NASSAU POINT CLUB PROPERTIES, '", r, INC" FILED /N THE SUFFOLK COUNTY CLERK'S OFFICE ON AUGUST 16, 1922 AS FILE NO. 156. i3�© V NO. 49618 ANY ALTERA77ON OR ADDIT70N TO THIS SURVEY IS A WOLA77ON CAN/C tuyogs, P.C. OF SECTION 72090F THE NEW YORK STATE EDUCA77ON LAW. (631) 765-5020 FAX (631) 765-1797 AREA --,,��CC //������ ■ =MONUMENT EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERnFICA770NS P.O. BOX 909 llREA=46,M 80. �. HEREON ARE VALID FOR THIS MAP AND COPIES 7HEREOF ONLY IF • =REBAR SET SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 07-132 TO TIE LNES A =STAKE �ET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y 11971 I 1 SURVEY OF PROPERTY AT NASSAU POINT TOWN OF SO UTHOLD N SUFFOLK COUNTY, N. Y. .1000-111-08-11 & 12 SCALE: 1'=30' JANUARY 12, 2012 P o —70- -�2 Qh�r0 l 0_ �/ No ASPHALTo 29-* O0 1 0 p- v /�/ vnREs 2.1' o m1'9' w l Fq �¢ 1 1 moo �P X 00 O 1•E / D Off' I ,3' :-•�.%' � ATE SIDEWALK —PATIO . POs / � /Z %Q_jO� 0_/ I � L• J — If 'NEy001 LOT LCT FEWOE ANE Ft- L o /d TASNLTVIZA1 ( x�EQUIP / QED _ 0 J I CD EIE POND I pOME� LCT 149 1 -62- 0 — - TEST HOLE DATA F. , V1 z I I oEIE`°' BY [vIcDONALD GEOSCIENCE 41. _ \ S.R• f-.-NG WALL 1/11/12 I I \ ' — �5,, BROWN SILTY SAND SM 11 ' S Cct40 —�8 X78 36 20 W \ PALE BROWN FINE TO MEDIUM SAND SP J, LTM 148 pUBLIC WATER) SND 1 C�9l"� *" co Ln ELEVATIONS ARE REFERENCED TO N.A,V.D. LOT NUMBERS REFER TO "AMENDED MAPA OF N�ISSAU "zt-f POINT, OWNED BY NASSAU POINT CLUB PROPERTIES, INC" FILED IN THE SUFFOLK COUNTY CLERK'S Oc-F'CEt��U�.r '. ON AUGUST 16, 1922 AS FILE NO. 156. Y.S. LIC. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION CONIC U MORS, P.C. ^� OF SECTION 72090F THE NEW YORK STATE EDUCAT70N LAW 631 765-5020 FAX 631 765-1797 AREA-46,045 SO. F7. ■ =MONUMENT EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICARONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 TO TIE LINES • =REBAR SET SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET f) / _1 cJ� AL =STAKE SET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 0 i0k11110S�0 NMOl '1d30 9Cl?8 - z s i d3s I SURVEY OF PROPERTY 1Er1 A .7 NASSAU POINT TO WN OF SO UTHOLD - SUFFOLK COUNTY, N. Y. N "000-111--08-11 & 12 SCALE 1'--30# JANUARY 12, 2012 JUNE 15, 2012 (PROPOSED SEPTIC SYSTEM) T o J $UFMIC COUNTY DEPARTMENT OF HEALTH SERVICE ftRMIT FOR APPROVAL OF CONSTRUC17ON F�� S SINGLE FAMILY RESIDENCE AWD 5 DATE H.S.REF. 0, PV � - 72_ TOTAL 1 7` OEDROOMS �NG � �FROM gDA� _ '�� / � �� .- EXPIRES THREE - ' ''� DATE OF APPROVAL 'kit A �/ \ Z cAgg01 A�ALT 1 � Ao % 'o5y�� — 29.4 �� \ z c b>utdonmentofexistin .. �..._� Zg'� 2,, = o c \ N omfonr�ance with d art alar V System must be in Completed form WWM- ent requirement Submit - r+£Ao a „_+ .�- as proaf. O EXIST. \ , W �{ J �r cr WA o 9, P w �E�S SAE S d ��• J �� \ PROPOSED SEPTIC SYSTEM (SIX BEDROOMS) GJR ) I Y ��N ° "• 41 1 k, - - .-r C T *. I 5 nDEPTH 130 t ! g..- L I 1,J00 GALLON PRECA3 i SEPTIC SAI+r� 8' D,�. Llan. CIP 40. CROP / [2] 8' DEEP x S DIAMETER LEACHING POOLS ^ �I., {�' � f�• ,.�6 v`` � II `, � z•' I 1 / ��W1 y 3' f�� �'�-' '� '� 1 t� �Z EXISTING ING SANITARY SYSTEM TO BE ABANDONDED Q IN ACCORDANCE WITH S.C.D.H.S. STANDARDS I J 1 6.0. WALK OONI ( wO / I � TE SIDE I O o 1 FENCEANE n LOT V50 -L OL EIPw / PR I / / � ' � ,� � r� / �'� o •o�G 62 a .,. w •� x ONO LOT 1 49 \ I TEST HOLE DATA 302.80 BY McDONALD GEOSCIENCE S.R.F. (OEC pp.r WAU- 1/11/12 �x ;6_ l� WOpp RETAIWr ' BROWN SILTY SAND SM . .+ --- 2.5' ko Z W x FE -- -- PALE BROWN FINE TO MEDIUM SAND SP -o `mac. wA&A-s , _ -�a X78.36 20 W' LOT gLIC WATER) f /~ �TM pu 17' cl) E1- Sol Bo' (DWELLING v Q ' ELEVATIONS ARE REFERENCED TO N.A.V.D. LOT 'NUMBERS REFER TO "AMENDED MAP A OF NASSAU POIN;rT, OWNED BY NASSAU POINT CLUB PROPERTIE=S, = INC"i FILED /N THE SUFFOLK COUNTY CLERKS OFFICE ON AUGUST 16, 1922 AS FILE NO. 156. til � : C. NO. 49618 - - ANY AL1'E•RA77ON OR ADDITION TO THIS SURVEY IS A VIOLATION ECONI RI/EY0 P.C. OF SECTION 72090E THE NEW YORK STATE EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 a�L+ OAC X10. . ■ =MONUMENT EXCEPT AS PER SECTION HIS MAP 2. ALL CERTIO/CA110NS P.O, BOX 909 — AREA V '�N ��77 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 1230 TRAVELER STREET 07 132 • =REBAR SET SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 171E SURVEYOR 1230 TLD, N. Y. TRE TO TIE LINES A =STAKE SET ►N1'IOSE SIGNATURE APPEARS HEREON. i RAIN RUNOFF CALCULATONS HOUSE, PROPOSED PORCH & ASPHALT DRIVEWAY= 3,357 SQ. FT. 3357 x 1 x 0.17= 571 cu. ft. SURVEY OF PROPERTY PROVIDE 2 DRY1 WELLS 8' DIAMETER x 8' DEEP AT NASSAU POINT OR EQUAL. TOWN OF SO UTHOLD N PROPOSED SEPTIC SYSTEM (SIX BEDROOMS) SUFFOLK COUNTY; N. Y. 1000-111-08-i 2.l [1] 1,500 GALLON PRECAST SEPTIC TANK SCALE. 1'=30' [2] 8' DEEP x 8 DIAMETER LEACHING POOLS JANUARY 12, 2012 JUNE 15, 2012 (PROPOSED SEPTIC SYSTEM) EXISTING SANITARY SYSTEM TO BE REMOVED NOVEMBER 2, 2012 (PROPOSED ADDITIONS) NOVEMBER 8, 2012 (REVISED PROPOSED PORCH) IN ACCORDANCE WITH S.C.D.H.S. STANDARDS Cp N��r�s _70- I 70-T 9 Cp I-11;� "1 `9 C-) AHA Lr 01 Z SlAt LCI —78- PRPPp� 13•�/i�:/�;/�, .�� I /i_ g / M10 Z N6 / 1rOI 1.d o 7c 20-1 / --- INis I K" _ - 16.0' / / _ � - !l" l I I � P9� PADo Y,Eu FOR Se at p LOT 150._ COWOOD �i PROPANE N�ETESlpEyAK EEAN `(BAss IP. ug m z� - SED ??,CPO I d p SIAED Cil Pa+o I Dc0" 49 1.aa�E w I LOT I 1 I / I I N00 // —6 -- AX i 302,80 TEST HOLE DATA �1 F (pEt1° BY McDONALD GEOSCIENCE o 1/11/12 Z w X I \ \ BROWN SILTY SAND SM �► \ (°.2 S) I G) to I \ FE.S --- 2.5' y u V 0.7 c 'J` mG c1C• *wl-s _ 7 n \ PALE BROWN FINE TO MEDIUM SAND SP c 6 LOT 1448 8LIC WATER) m �o.z _ao` f OLUNC �>�1 n a Ar Co � ELEVATIONS ARE REFERENCED TO N.A.V.D. LOT NUMBERS REFER TO "AMENDED MAP A OF NASSAU POINT, OWNED BY NASSAU POINT CLUB PROPERTIES, Ir b - INC" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE , ��•4J6�8 ON AUGUST 16, 1922 AS FILE NO. 156. �uF NO. 49618 ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLATION 40fkONIC kEYORS, P.C. A� OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. 631 765-5020 FAX 631 765-1797 AREA=4fi,045 SO. FT. HEREON=MONUMENT EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTTFICARONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 TO TIE LINES • =KEBAB SET SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 07-1�� =STAKE SET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y 11971 SCDHS Ref. # RIO-12-0051 MAY 3 0 2014 RAIN RUNOFF CALCULATONS SUFF. CO. HEALTH SEPllIC°'S , HOUSE, PROPOSED PORCH & ASPHALT DRIVEWAY= 3,357 SQ. FT. OFFICE OF STp,, -Fy,, �;,�' 3357 x 1 x 0.17= 571 cu. ft. SURVEY OF PROPERTYT. 571 / 42PROVIDE 2 DRY1 WELLS 8' DIAMETER x 8' DEEP AT NASSAU POINT OR EQUAL. TOWN OF SOUTHOLD N PROPOSED SEPTIC SYSTEM (SIX BEDROOMS) SUFFOLK COUNTY, N. Y. 1000-111-08-12.1 [1] 1,500 GALLON PRECAST SEPTIC TANK SCALE 1'-30' [2] 8' DEEP x 8 DIAMETER LEACHING POOLS JANUARY 12, 2012 JUNE 15, 2012 (PROPOSED SEPTIC SYSTEM) EXISTING SANITARY SYSTEM TO BE REMOVED r NOVEMBER 2, 2012 (PROPOSED ADDITIONS) `< NOVEMBER 8. 2012 (REVISED PROPOSED PORCH) IN ACCORDANCE WITH S.C.D.H.S. STANDARDS MAY 7, 2014 (FINAL SURVEY) Fy Geo Wim' —70*7 QD 40 11 Dit "A d�pP�r1�'%y/ ASPHALT g1�(Nod ANG/� / o ��C;` °'" V% \ Z 29'3 a�i c $ \ VA�,� Z �• �/ EY 2.0' i �� 1 ' �y_ /• � �. \1 LP y�d�t�BA��Y 1 VST 1 a7i I 10 _75— pE0 LF J ! / qp.3• r� i Z �/� I I +6•6 I CIV 5 0 J �N LOT 1,5 �' ` �pEWALK YYOOUND PR�ANE / Z ! SUFFCP 1,/f;;_., ;. i". -• �� M..••••--..d. — � � iP• C��ETE EP a P TANK ' ,m n ,� JT OF HE,gLT'H SSR+fICES J �° f '`'w"TRUCTEO WORKS FOR YRESIDENCE �/ '! .,. ': -2014 / /� m _ •.S.Ref. No. i� )fl .. 4: /�jer / / / _ _ / / ;6 o lr,G� E! 62.$ �,a:�+ C�etl 8rld/flr and w:l!^r y Y 6t MVS / I / / / c Sad* °ert/ied DY ttws Da°a haNc r CCo EtE ` / I ( `/ / / „ \ FOR A MA1ClA9l/Mr Ohw anA fftnri t:, LOT 149 \ I / / �.aw 1 y / ! b Wdlfer J.Hilpot I 1? +'' t- to / / - -6 —- 1 Office Of Wastewater�#.'A•MAf1i9'9em4'llt �X I L, \ j i / 80' TEST HOLE DRTA'.., 302. D l l i 1 SRp `7 (DELI' _ BY McDON 1/11/12 WO - t �1 _ �X I s, WOE RE10" G Z (0.2 S) BROWN SILTY SAND SM G7 � I I \ � \ o�5 `�- --- 2.5 �c 1 GAO WALLS / ! �$ w',8.36�20Mn \` PALE BROWN FINE TO MEDIUM SAND SP C: 6_ LTM LISP LIC WA R) m � f g0 2 'eo (DWELLING D IF \ v P OF Vy,�\ya v0'e , ELEVATIONS ARE REFERENCED TO N.A.V.D. ' LOT NUMBERS REFER TO AMENDED MAP A OF NASSAU ` POINT, OWNED BY NASSAU POINT CLUB PROPERTIES, L 7 " INC FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON AUGUST 16, 1922 AS FILE NO. 156. Y.S. LIC. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION E ON/C SU RS, P.C. OF SEC77ON 72090F THE NEW YORK STA 7E EDUCA77ON LAW. (631) 765-5020 FAX (631) 765-1797 AREA-46,045 SQ. FT. ■ =MONUMENT EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIF7CA71ONS P.0. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF • =REBAR SET SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 07--132 TOM LINES A =STAKE SET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y 11971 REVISIONS: ------------------------------------------------------------------------------------------ ---- --------------- 1 ri i I 1 1 I i 1 1 1 i 1 I 1 i 1 1 I 1 1 1 1 1 1 EXISTING DECK A A , , I EX. DECK ; I 1 , I , I , 1 , 3 3046 ' I (2)1.3/4X11-7/8 ML HDR. 1 EX. CRAWL SPACE t7 I 1 1 1 1 1 ' x 1 1 I Lu D B B a. G z DEN 1 I ¢ ►�-+ - :$ 1 1 W w o m s'(11 2x6 w/(1)2X8 Gtr 6"OC 8'-1�/4" 14' 31/4" 19'-4" 0 uZ i Lu -------------------------------------------------------------- -------------------------- EXISTING CANTILEVER TO BE REMOVED. O ' EXISTING ; (() �PATCH EXISTING DECK AND SIDING. ; 1 EX.CANTILEVER I 1 REFUSE CENTER BLOCK OFF FLOOR JOISTS w FWG120611 4 23 2'4° — — — — — ,' .----- CW235 ' (2)9-1/2 ML HDR. (2)1-3/4X11-7/8 ML HEADER000 H V �./ O I / Q N _...._ __ v EX. CRAWL SPACE a _ _ __.. _ _.-_-- __-_ - v l llflca L__. L.- -- _- - - - -- - - - -- -- - - -- - --- -- - - - _ - X C _ LL ..w.-i s c� N y EX. BASEMENTor d BATHrL _-...__ _---_ ..._,._ _--__-- -. (EXISTING) No. 1 H - - - — a REMOVE EX.STAIRS -- > AND CLOSE OFF DIN W G INSTALL 8"CONC,BLOCK WALL D FLOOR bPENING N5 1 ...___. °" ". , ' ' UNDER EXISTING GIRDER C 5'-01/2" LANDING SIZE TOB C ON IDE X EP CONCRETEi_;__f_i_i__ _1_i__i_ C 3'X3'MIN.PER COD FOOTING,REINFORCED WITH r soup CORE DOOR '(3)#5 REBAR(VERIFY SOIL CONDITIONS) I w/WEATHERSTRIPPING ---------1 &DOOR SWEEP 3 2X4 POST 1 1 1 11 I 1 I 1 1 �1 1 I 1 WRAP 6X6 POST ( ) i 1 1 1 (TYPICAL) _ _ _ — — — — — — — — — — — — - - = _ - =-- -_-° - _ = - - - -- = `==== �4c°�°E=c==-=='= _==-_=c-O-_ ='====--- - — net nu '-6" - - - ' EX. (3) X8 GIRDER. T ESC.(3)2X8 G111bER -- (2)9-/2 M HDR. (3)1-3/4X16 ML BEAM(UPSET) (2)11-7/8 ML (2)11-7/8 ML EX. (3)2X8 GIRDER, EX. (3)2X8 GIRDER - ", - - -------- -- ---. --- --- `------- -7/8 ------ (ALT.: (2)11 7/8 ML w/3/4"STEEL PLATE} _'-_--- /2X12 F __ _._ _._ __ _ _ _ _ _ _ __ __ ____ ..�, r, I I 1 1 1 1 -'EX CONC. -- 6'-Q11 SOLID BLKG. ------ BLK. PIER BLK.PIER -� - - - W 16'-51/2 - 1/' EQ. EQ. EQ. EQ. 18$ in Lu M p NEW LALLY COLUMN EX.STEEL NEW LAlLY COLUMN rfj --------- (3)j-_3/011-Z/8 ML FLUSH BEAM _ _ e� 1 _ _- , ON 30"X30"X12" COLUMN ON 30"X30"X12" �+ 1 I m - z CONC. FTG. CONC.FTG. C) Lu uj uj cc m __ --_ _ _ i ' I� m� � z W --------- I EX. OFFICE m _ 00 0 -' x "^ - iu x EXCAVATE PORTION OF x a I GREAT ROOM _ co LIVING ROOM 9XI2 F] „ N EX. CRAWL SPACE:. �, - N oo n / 'm r d _ ___ EXISTING CRAWL SPACE Q' Lu h — I SOLID BLKG. v _ — %' (2)2X8 FOR STAIRWAY(VIF Off. d x __ - ] 7 ` r: /i%; ' LOCATION).WALL HEIGHT N a \ m - M m '' ' TO MATCH EXISTING Zo Z ---'----- — — L� - - - TOP OF WALL HEIGHT. cV (2)1 ML �I`' (2) 1.3/4X11-7/8 ML FL BEAM00 I O UNDERPIN EXCAVATED WALL V III „ w/24"X12"CONC.FTG.w/ 8"CONC. BLK-WALL w 16"x8"CONC.FTG. I 'R / 2X12 FJ _..... / `,fl I I SOLID BLKG. ' . � � � (3)#5 REBAR w_/(2)#5 CONTINUOUS REBAR III I i 3-0' BELOW GRADE (2) 1-3/4X11-7/8 ML HDR. (2)1-3/4X11-7/8 ML HD l'I (2)1 X11-7/8 ML DR. (2) 1-3/4X11-7/8 ML HDR. IV (2)1-3/4X11-7/8 ML FLUSH BEAMIt 71/4 ML TW344 2 TW3442.2 TW3442.2 @12"OC LEDGER BOARD TO BE FASTENDED (2)1.3/4X11-7/8 ML HDR. 2X8 ACQ DJ TO BUILDING WITH TIMBER �} D `" @16"OC SELF-COUNTERSINKING SCREWSC 4t PORCH TW3442-2 I BY OLYMPIC MANUFACTURING REMOVE EXISTING WALL.ADD NEW 11 / 11 11 N v 17'-81/2" iIl 7$-419 71-4 (2 SCREW @ 32"O.C.) WALL.TIE INTO FOUNDATION w/ 10X10 F.G.COLUMN _ _ _- __ #5 REBAR @12"OC AND AT FTG. 4 5 � cr, 4i u A ` w/6X6 ACQ POST i i i I I I k u , , , (2)2X8 ACQ GIRDER , , (2)2X8 ACQ GIRDER , , p � r-+ � ar �.Is).1:3/4X9.1/2M�E- , tl }=;_________________ =�=_=_______------= �.J i O1 .� v O ^" x 0 OlL FIRED BASEBOARD HEAT(VERIFY EXISTING) 12"dia.CONC.PIER w/ 12"dia.CONC.PIER w/ 12"dia CONC. PIER w/ li g a' 16'-0" 24"X24"X12"CONC. FTG. 24"X24"X'12"CONC. FTG. 24"X24"X12"CONC.FTG. b u AC 2 ZONE TOTAL(1 20NE PER FLOOR) A v LOcu r ----------------------- AT aft.BELOW GRADE AT 3ft.BIELOW GRADE AT aft.BELOW GRADE fo u ----------------------- u cn --------------------- f 11 3 " 11'-93/4" 8'-101/2" 5'-91/2" EQ. EQ. FOUNDATIONPLAN Ncu 5 .0 8'—2 /4 �' o W SCALE: 1/4" INSTALL SOUND CONTROL B INSULATION AT ALL WALLS, w FLOORS AND CEILINGS EXTERIOR LIVING SPACE: 1670 SQ. FT. WALL V AIR CONDITIONING SYSTEM PROPOSED 1ST. FLOOR PLAN.TO BE INSTALLEDDECK/PORCH: 1012 SQ. FT. cn (2 ZONES) SCALE: 1/4" = 1' 11 DECKING OVER {3) 16 ML � N SLEEPERS BLOCKING UPSET"k I BEAM ^ E C E w E WALL LEGEND u WALL TO BE REMOVED FLOOR FLOOR FLOORJUL1).PLATE HEIGHT AT 8'-0"(MATCH EXISTING). 6}.INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 `------'-_--`-'-' 4 .. AND 2X4 WALLS AT R13. DECK JOIST JOIST JOIST JOIST 2).NEW WALLS TO BE FRAMED WITH 2X4(UNLESS OTHERWISE NOTED) EXISTING WALL 1 � DF#2 STUDS AT 16"O.C.. 7).INSULATE CEILINGS WITH R30 INSULATION.CONTRACTOR TO VERIFY x INSULATION IN FLOOR BELOW AND ADD/REPLACE AS REQUIRED BLDG.DEPT. 3). EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. (MINIMUM R21). NEW WALL TOWN OF SOl THOLD 5 4).PROVIDE 2-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. NOTE: UPSET BEAM OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS BATHROOMS TO HAVE MOISTURE RESISTANT SHEETROCK. DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL ✓ ` INT.:2X4= 4-1/2",2X6= 6-1/2",EXT.:2X4=4-",2X6= 6"] r'• 0 ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR [ EXTERIOR MICROLAM HEADERS.CONTRACTOR TO CONFIRM HEADERS OVER 9).INSTALL SMOKE AND CO DETECTORS PER CODE. BETWEEN DINING & GREAT ROOM " EXISTING OPENINGS(MINIMUM(2)2X10). DIMENSIONS OF NEW WALLS ARE FROM STUDS WALL =F . [EXT./INT.:;2X4= 3-1/2",2X6=5-1/2" T HAVE DESIGN-PRESSURE UPGRADES WHERE 5).ALL EXTERIOR OPENINGS O � �� '• APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. d,- DRAWN: MH/MS CANTILEVER ,' SCALE: 1/4"=1'-0" Jul 01,2013 BETWEEN KITCHEN & REAR DECK y SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWII'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-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 TWE 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: A 53'-0" 11' 31/2" 7'-10" 20'-101/2" 13'-0" B h11 5'-73/4" 10'-53/4" 3'-0" 3'-0" 7'-51/4" 7'-51/4" 3'-0" 3'-0" 7'-0" 3'-0" '01 --------------------------------- 1 ; 1 I I' 1 A `�' 1 1 ; I 1 1 1 ; I I i t 1 1 --20"X20"XIJ4"X3=1J2"STEEL ANGLE` 1 1 ,n 20"X20"XI/4"X3-1/2"STEEL ANGLE /2X10 DF#f) RR raa1K"OC THRU-BOLTED TO WALL PLATES ; DECK i THRU-BOLTED TO WALL PLATES 12 0 -� w/1/2"dia,BOLTS,WASHERS,NUTS ' ' I I I I , � PITCH FROM HOUSE � N w/1/2"dia.BOLTS,WASHERS,NUTS E2 ' 1 TO DRAIN (TYP.) 1 00 ♦.�' 12 1 1 !g 1'-4 3/4"h ELIPTICAL ABOVE 1 1 TW3046 TW3046-1 TW3046 V7 ku _ (2)2X8 DE#2 HDR. - ' )2X8 DF#2 HDR. llj ' FWH60611APLR ' TW3046 N O BATH TW3046 TW3046 N o. 3 +� �A \ 13 -11/2 5'-1" 14'-9" 5'-1" 12'-81/2" O F--� N ATH '+ p CATHEDRAL 1 101691111111 No. 2 X --------------------- CEILING D0 , pa 1 1 IF I POST( t -- --- --.., DOW ' - 1 1 :BEDROOM N ' __ _-. ___-, (3)1-3/4X9-1/2 ML OVER(3)1-3/4X11-7/8 ML RIDGE ___ __._ �3 2X10-.- .-___._ ..__...__._._ cO , , ' , No. 3 —_-- __.._ _. } BEDROOM No. 1 1 /� TRAY CEILING , I Do TRAY CEILING LINEN ; 1 POST Q DOWN 1 1 1 1 12ID CRIT KAT 8� m N ' ' \ ' ' -----------'------- ac V 00 12 / „r + I I ' �JQ j T _ 1 N \ $� ��! 00 SHELVES I ___ _ LOFT 'I POST FROM POST ROM; RAISE CHIMNEY UP ! N RIDGE RI GE TO 2'ABOVE RIDGE 'Si -------- 2 I 1 � ! ° ----------- ----�_� ; 5-61/2" " ' lJRO•VIDE-21f2=AMS RACF-----�, p m - - 5 -61/2 BETWEEN FRAMING AND x r , ; I N ' I ' ' ---------- C ------__ ' CHIMNEY PER CODE ; N 20"X20"Xt/4"X34/11'STEEL ANGLE 20 X20 Xi/4 X3.1/2 STEEL ANGLE I THRU-BOLTED TO WALL PLATES I BATH `r 1 r --------_ THRUia.BOL BOLTS,,WASHERS, - _._,_...-- -._.___...._. - --._- --_____,___.._- N0. 417 ' , T �, x,aF,,, ; ; ' __......-.-_---- --__._...___.......__.---..._._.__. .. , I.__.___ ___...._._ _ _._ _f __ ..,___ .__.,,_- w/1/2dia.BOLTS,WASHERS.NUTS N w w 'BEDROC)MN0. 4 ' r 1 ; o s,, ----- w/1/2'dia.BOLTS,WASHERS,NUTS ¢ . . ¢ I- 1 TRAY CEILING ; + 1 nI ; _ ____ = /� I ♦` `^ 2X4 STUDS ' ^ W e 1—'L ; y u ; (,N FLAT ; O 12 I ; 1 NNo VI 1 1 � 0 � I N B5DROOM No 2 a 116 a 8� «� / z I 1). INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.. TRAY CEILING_ __ o I_ ' CATHEDRAL I BATH ' ' ' - N� �♦ , CEILING 1 rx.,. ,f-- �♦ t A i m 2).ALL(PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DCA.GALVINIZED / m � �/ ` \♦ NO. 5 LAG SCREWS WITH WASHERS AT EACH RAFTER. 11 `I �I f ��I �� O Q' 5 -1 1l'-8 16 -41/2 5 -1 12 1/z `� Ln cln 3),APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. 2)2X8 DF#2 HD ' (2)7-1/4 ML H (2) 9-1/2 ML HDR. ♦ ::J217-1/4 ML HDR. _-_t21 9-1/2 L HD_R. __ N Q 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND Z AW31 2-TW3046 , ET6 ABOVE I 2446 N p Z DIRECTLY TO THE DECK ALONG EAVES. -1 , -, FWH60611APLP •rl FWH60611APLR + _ A O 00 5).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ ROOF PLAN B 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. Ocl PORCH PROPOSED DECK 6).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS I ��+ CATHEDRAL ; m 11 1 WITH ROOF AND SIDE WALLS(TYPICAL). c0 N CEILING 10X10 F.G.COLUMN F , SCALE: 1/4 = 1 --; w/6X6 ACQ POST 13'-6 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. � ' ---`-------- ----- -- --- ----"------ �� UNDERLAYMENT 15 NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE - 3 1-3/4X9-1/2 ML - WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS COMPLETE. 16)-019 Q 8).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. 3'-11/2" 8 61/2" 13'-41/2" 12'-11/2" 9'-2" 6'-8" r) N USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. rn n o USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. 53'-��� W Bi � � v � wa t OIL FIRED BASEBOARD HEAT(VERIFY EXISTING) cn a AC 2 ZONE TOTAL(1 ZONE PER FLOOR) U') ,Ov, A Ino E � .0 a STORM WATERMANAGEMENT DETAILS PROPOSED 2ND . FLOOR PLAN LIVING SPACE: 1542 SQ. FT. SCALE: 1/4" = 1' ROOF AREA: 2000 SQ. FT. / DECK/PORCH: 356 SQ. FT. N 2 GENERAL: DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A AT 100°/fl WATER RUNOFF: 334 CU. FT. SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE 1).PLATE HEIGHT AT 8'-0". 6). INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 INSTALL SOUND CONTROL SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. AND 2X4 WALLS AT Ria. DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION WILL NOT COMPACT THE SOILS BELOW THE DRY WELL.FINALLY,A DRY WELL PROVIDE (2) 8' DIA. X 4' DEEP DRYWELLS 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 116°O.C.. SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER 7).INSULATE CEILINGS WITH R30 INSULATION. INSULATION AT ALL WALLS, LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL. FLOORS AND CEILINGS 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. W THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH DRYWELLS CAPACITY: 338 CU. FT. 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY 4).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS BATHROOMS TO HAVE MOISTURE RESISTANT SHEETROCK. F•�1 DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS AIR CONDITIONING SYSTEM u CONSTRUCTION: C TTE S DOWNSPOUTS DRAIN PIPE ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR 9).INSTALL SMOKE AND CO DETECTORS PER CODE. TO BE INSTALLED q FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY MICROLAM HEADERS. GUTTER SIZE ROOF AREA ROOF AREA DIAMETER Of ROOF AREA ROOF AREA DRAIN PIPE 1/8"SLOPE GPM T/4"SLOPE GPM u, , n CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. (INCH) @ 1/16"SLOPE O 1/8"SLOPE LEADER(IN) SQ.FT- GPM DIAMETER 10).5/4X4 MAHOGANY DECKING OVER ACQ SLEEPERS,PITCHED 1/8 .l-0 (2 ZONES) PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE 3 340 aso z loss 46 3 1644 ss 2320 96 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRAIDES WHERE AWAY FROM BLDG.INSTALL SLEEPERS OVER EPDM&3/4"AC EXTERIOR CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING SHEATHING.EPDM TO RUN UP SIDE WALLS 24".PROTECT WALL FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION, a 7zo mzo 2-vz 1974 s2 4 3760 156 s3oo azo HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. INTERSECTIONS,SHARP INTERSECTIONS AND PERIMETERS WITH LEAD- N PRECAUTIONS SHOULD BETAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE 5 1250 1760 3 3220 134 5 6680 278 9440 392 LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD 6 1920 2720 4 6920 268 6 10700 444 15100 628 COATED C"PVC OVER EPDM.INSTALL AS PER MOTE INSTRUCTIONS. PROVIDE 4"PVC DRAINS TO CONNECT TO REMOTE DRYWELLS(TYPICAL) BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL. TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY I I I € TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON U OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT 11 (] I I �] AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, OGEE GUTTER-STANDARD 5 (2) 9-1/4 ML W/ I (G) 9-1/4 ML W/ x USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED,WHERE NOTES: UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD HEAMINIMUM OF (1) 1/2" STEEL PLATE I (1 1/21t STEEL PLATE 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. Q� 1 ^ ','> ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE SAO I 1 r A SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY / 2).PREPARATION: AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AN , A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION, — DRAINAGE AREA STABILIZED. 8). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR If000 IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. I I STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR I I ` (4) 9-1/4 ML W/ INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND METALS WITH PROTECTIVE BACKING PAINT, SEDIMENT AWAY FROM THE DRY WELL.THESE DIVERSION MEASURES SHOULD NOT 3.INSTALLATION: (2)9-1/4 ML w/ (3) 1/211 STEEL PLATE BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA IS COMPLETED AND THE DRAINAGE AREA STABILIZED. A).PERFORM WORK IN ACCORDANCE WITH CDA R 1"TO 2" AND THE DRAWINGS. (1)1/2"STEEL PLATE STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE 1).GUTTER TO L PITCHED TOWARDS LEADER P'TO 2"FOR EVERY 4D'OF RUN. COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. IN. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. EXTERIOR I 13 tS - : DRAWN: MH MS PRETREATMENT: B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT WALL _ �--; AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE CONNIECTORS. _�� n FUNCTIONAL LIFE OF A DRY WELL.WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF DRY WELLS TO BE 10' MIN. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL r'K' SOB#: ��4'�I-0 CONNECTION WATERTIGHT. ,r �CENTER BEAM DETAIL M RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND AWAY FROM HOUSE JOB#; ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. FLUSH BEAM D ETA I L THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH 4).PROTECTION: July 0 CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER A),PROTECT IN45TALLED PRODUCTS UNTIL COMPLETION OF PROJECT. SHEET NUMBER: B).TOUCH-UP,RE PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES O PAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL THAT CAN ENTER THE DRY WELL. � O O ° COMPLETION. (EXTERIOR WALL) (TOP VIEW) A_3 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 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: ___----'_- __..._. -P h_il __J(-- - _� T_ �, -r - -' -( - _ _ J_L .I M -- i � l �( n _ IF} AND CONDITIONS r- - �L `r 1{__�_"� .. _ _ �✓/�� OW ZBA - ._ - --- --------.F '---.��.____... .�.�L � LITHOLD T z �_ T _ _ - _ -- Z-'L - ___ �. _-__ -__.._ .____.__ ___ .--.-- ___.-- a_____._.�__. ___,_ �- _ r - . T T. 1 � [ J .T 1�1. r ._�_. ---�-�-_.�-`: :2---SOUTHOLD TO PLANNING BOA D F--� c.. DTp TRIIc?EES H _ - T 7 �OUTMOL i I T ...J. J j I T >_ . � 1_. � 1 ._ __ I ..� -r r� z u 411 T��T '–�- - - - � _ L. i 1 T a I. _ w _�..____.___.._ _--_-___._._..__.---_ ___...._�. .________._ :�_ --- -- - - -- - L 1 o _ _ I .._ !. _ ! L_1__.... _ �_ _I. _I_ _- __ o r r C �_ i �_ T l -i _ 41_1_7 _. �_ __ I-._. ._.. r _- T1 r I I 1 _ 1 L. t1_��__�-_I T _r �_ �LL 1 ~ . r _ _.r_L _ r.._.. _.._ 7�_ ._ �... � ._ - - - �-- --�- ---- .. 1 --;r---�r=-=_�c_��__�,=.-�r._ _-_�c_�__I_ - �—=--r _- ' ', ! s �_�c�-{� _�(—�r_ _;( _1_ r- �_�_. {• _ PLUMB �. _. I I. -' 7C`_ �C ALL PLUMBINGWASTE __ ..__..._..__._ { 1_.1 _� _.�_..-. L .i_ _ �r �I JC,=J��� .»���___�_r_=��� � ��__�cC=� _ �� � C_ [ �Cv:—)c _Ic: - - -� - f ._Lr..��_ rt Jl_..__7t— 7 r9 r.Y — ,r _..._ &WATER LINE= NEED _____....___71___C___J:.,_;.](v,____ _.,1L>_,�--- _�IC1, 1 T I { _ !_.�__1 I _.. _.L._1 ;t �C�JC�L ---17� 1C-____ ��___. r_,-�__.._-_._.__r_.._._.__ r �r-- r r 1 _. J _, i tL I _ '. r ..J- --- �Jr: I--�_ f _ 1r_1_ JCS i_ IC-:7�:�.�._._�f : JL_ r p /�rrn[,� n h r _..r.I—,—r .�... .-..-1. _ _,__. ...._. — __ r � � 'r - _ r ..".__..—_....�_.._._ ___.. _ .-_._._...,._.__ ....,' —_._.... L J_�._..: L:..�.J_�_:— TI:JTIN s.�BEFORE J�e..e tEr E... { �! T I 1, r r I1L'_..__1I L._L. .._ T_ . Lill, _� I _.�_�. I L11 _ -, 7- c _�c= 1(�_� ! �_. 1 { I 1 PLUMBER CERTIFICATION _L �_ 1 __ .�__ _._ . _ _ _ _ _ _A _ _ FRONT ELEVATION ON LEAD CONTENT BEFOR -� -= � L� .r ?� _Lr_ _� L. CERTIFICATE OFaC J ® r �_....� {T l.__ _ f. .J ... --Lk- TL_1 �__.�_. �. _L. _.__ _ _ _.�.._ �.. _ �1._!_ SCALE: 1/4" = 11 SOLDER USED IN WATER 1 -- L l _i __>-�.- i �.._ - 1 SUPPLYSYSTEM CANNOT rt t._ ... I �.. _J"_ ._I_.__ I -1 -L--�_i. _Z.I�. t _ 1._ i __ li .,�__ . ._ -J ) r EXCEED 2110 OF 1% LEAD. E-I r 1_.- T.; _l._1 1. Z_.._. _ _ —J _.L C ILI 111L. y I r T T T -.i I � DA NOTED � zH IJ r--i Ilk _ R N Ak �M _ . 00 It RIGHT ELEVATION = ( SCALE, 1/4" - 1 A ZAL ! �( TI _ . _ I N TA1N STORM WATER RUNO c �_._�1 — --- -_ - ---_ - - --- ---�. - R 236 -------__--- L � � _ _ _. . � _ __�- - __. _.- - ANT TO CHAPTER o - N CODE Ln O In )L� J 1 r- r' 0 LJ_ _i I _ _ y C 1_ __ -•--___rc_ __________ ���_.__ T T - -- _, _� _L. _L_1 _r-- _ -_�-__ _44 L" _ L TLS _LL I_;._ . _ _�� � LI_T z { _I 'T __�_ ._T _. _ _ Z_ __. A 7 I ._ ._l_ ---��i lr _ I . '�_ __k_. �_ '1: �I , �. .1_ 1__ _ _ 1 __) _._.1. _ u L�� ,. _ - �_r -� -- = - I .� I i� LT 1 I L �... F I L _ _I .L_. - — _,_ _ .__I -- - TZL�I�� Z_._ 17 , �_ __L I _� 1T1 _._ L _ _r -l.r_L _TL_-C- - - - V Ll __ _ _�_ __ _ �_� _� �_ _ _ r REAR ELEVATION �_._ i I T _ -T _. _. LL. ._ ._L 1_. - L .1-� , __Z �l_ -.0- L-' 7-� SCALE: 1/4" = 1' Ir_ _ 1� L, _ 1. J.._��� _ L _�. --1 _ L_I_. r . H�r--..I_ _ T I'- � `� �1,_1r ► z�- ��._C ' �T-Z - --� 1 _ , DRAWN: MH/MS SCALE: 1/4"=1'-0" ELEVATION 'gu tLEFT �� � �. August 10,20I2 SCALE: 1/4" sHEETNUMBER: 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 l PAINTER TO PRIME AND PAINT ALL DOOR EDGES 70 MAINTAIN CONTRACTOR SHALL MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES F07R 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: ------------------------------ -- -------------•------ I I I 1 I I I I 1 1 I \ I 1 , 1 I , 1 1 \ 1 1 I , 1 1 , ♦ 1 1 ♦ 1 \ I \ EXISTING DECK AA A � ' I 1 1 EX. DECK I 1 I I 1 I B 1 1 1 1 1 I , 8'—11/4" 14'--31/4-" 19'—4„ 1 EX. CRAWL SPACE • .' 8'-6"NIF) 19'-61/2"NIF) 13'-8"NIF) ----.._ 8'-6" 19 -61/2" 13,_8" •--------, -----• z _ (3)1-3/09-1/2 ML w/(Z)1/2"STEEL PLATES) --____ ' ' I O 1 I 1 1 , x w w w 1 1 WB ' ' ■ ' ' _ 12"dia.CONC.PIER w/ g 10X10 F.G.COLUMN I c � � H. � 12'dia.CONC,PIER w/ -•, w/6X6 ACQ POST w 1 t Q ' DEN , ^' Z 36"X36"X12"CONC.FTG. E= 36"X36"X12"CONC. FTG. ' t7 w I �' ' ' AT aft.BELOW GRADE ¢ AT 3ft.BELOW GRADE Z t: LL i O Q F- Lxwf m I 2ND.FLOOR PROVIDE SOLID BLOCKING 13 1l ¢ L� ABOVE BETWEEN JOISTS(TYP.) �.� ----------- ----I-----------_ ------------f D. 1 ' EXISTING CANTILEVER TO BE REMOVED. ' Id ------- - ----- --------- ' PATCH EXISTING DECK AND SIDING. ; EXISTING ' EJ(.CANTILEVER o-T 1 r 000 ' ' ' BLOCK OFF FLOOR JOISTS REFUSE CENTER , , I FWG120611-4'" CW235 'rye (EXISTING) �' 13C% (2)97/2 ML HDR. CIOX25 STEEL HEADER - 1 1 I 1 EX. BATH / LNDRY. u . : EX. CRAWL SPACE . cn Z ti LL ~ w a v EX. BASEMENT d 0w I—+ Z I , - ,-- �- , " BATH �fI I �� KITCHEN (EXISTING) _ ~ O u ( , x No. 1 6 o I - ._� _. _ REMOVE EX.STAIRS I� n F� 0 u AND CLOSE OFF n I T T F--'I INSTALL 8"CONC.BLOCK WALL L a FLOOR OPENING ! DINING EXISTING GIRDER 2,_4,1 UNDER EXI CC ON 24"WIDE X 12"DEEP CONCRETE �--,--.- r � � T ,--.-- CT5'-01/2 - - , I 1 I 1 FOOTING,REINFORCED WITH (VERIFY SOIL CONDITIONS), ' SOLID CORE DOOR I ' ______ ,-______,1 1 1 •-1--1--y-+1 I I 1 w1WEATH@RSTRIPPIN4 _--- _ -_ .. ---`------- - ,--___--"_-, - --_. __.._-_- -- _---- _ _.__._________ &DOOR SWEEP ' - WRAP 6X6 POST , I WRAP 6X6 POST �e_lo I O /11-7/s"TJltlo WOOD-I FJ nu 16"OC(TYPICAL) (TYPICAL) / _ _ _ _ _ _ ___ - - _-_--- -- ---- _ _ -_-_ -_-_ _ --------_ '-- - ' ' 1' ='=-' liz - - '" - - - - - '-6"- - - - - -9 EX. (3)2X8 GIRDER. EX.(3)2X8 GIRDER- _ _ ='__G -=r'c E�= =T _ - - - - - r - EX ( IR Ik ER 2 9 /2 ML HDR 1_3L4X16 M BEAM UPSET ' _ (2)1-3/4X16 ML BEAM( SET 3 3) X8- DERI I E . (3]2X8 GI D {AUT--.:-(2)-11"-7/8 ML w/3/4"STEEL PLATL`) (MIN.:(2)1-3/4X11.7/8 EX-CONC.." _ - -- 1 1 t I 1 _ __ BLK.PIER BLK.PIER ,. 183-401 17'-2" —51/2 — �/ EQ. EQ. EQ. EQ. _._ ---a T - __ - 1"6 - - = - ' . . . NEW LALLY COLUMN EX.STEEL NEW LALLY COLUMN � 9 Q ON 30"X30"Xl2" ON 30"X30"X1211 -- I --------- ■ I (2) 1-3/4X11-7/8 ML FLUSH BEAM COLUMN 2 � � - 'r— - — - — . - — . -'------ I= CONC. FTG. CONC.FTG. O Q ------ w w i' J ■ ---_ - '3 I� IN ------ U. EX. OFFICE = Go ;v -- 'n = Ow 1 LL ____ J J I I = 1 00 x - -- x EXCAVATE PORTION OF *� Q' ? I GREAT ROOM _: __ __ LIVING ROOM ', 'EX. CRAWL SPACE' �i . (N r--I ■00 iz� rn LLt v ■ EXISTING CRAWL SPACE zz 7 Xc ---- - I " (2)2X8 'n FOR STAIRWAY(VIF O Q, x X I v LOCATION).WALL HEIGHT N _ x - -- -- -� "- ,n ,, ',/ ,. ■ ■ TO MATCH EXISTINGLL '� N (2)1 ML is N ■ L(2)1-3/4X11-7 L FLUSH BEA TOP OF WALL HEIGHT. 00 I II a0 I III I z t. ■ UNDERPIN EXCAVATED WALL ISI ■ f 11-7/8"TJ111D WOOD-1 FJ [a)]�QC „ x \ (3)#5 REBA CONC.FTG.w/ III I � . ; I � ' Ig 2)2X10 bF#2 HDR. C10X25 STEEL HE DER I'I (2)1-3/4X11- /8 ML HDR. (2)1-3/4X11-7/8 ML HDR. ' i (3)1.3/11-7/8 ML FLUSH BEAM . 0 TW3442 (MULL 1 TO EXISTING)TW3442 3 6'-8" TW3442 2 2X6 CJ `R ®lb"OC LEDGER BOARD TO BE FASTENDED 2X8 ACQ DJ TO BUILDING WITH TIMBERLOK® D p16"OC SELF-COUNTERSINKING SCREWS o PORCH (EXISTING) BY OLYMPIC MANUFACTURING I I 17'-81/ CIN z" In 7'-4" 7'-4" (2 SCREWS 32"o.c.) 7'-4" N E I 10X10 F.G.COLUMN T , c� T_ _- w/6X6 ACQ POST (2)2X8 ACQ GIRDER ; (2)2X8 ACQ GIRDER -;� ; O m . x(311}/421/2 ML =t------- ---- --��_ -=C�==°====0-='==_'_ 1 rn t Get J'-,=-------------- 1- CO ��„Ij �•r� 1 1 1 1 1 r •-----' -----' �-- 0 it a in 12"dia.CONC.PIER w/ 12"dia.COINC.PIER w/ 12"dia.CONC.PIER w/ ' W +• 16'-0" aj 24"X24"X12"CONC.FTG. 24"X24"XI2 CONC. FTG. 24"X24"X12"CONC.FTG. '- _____________________ A „ AT 3ft.BELOW GRADE AT 3ft.BEL.OWGRADE AT 3ft.BELOW GRADE bo 1 G 4 4 �� L' --------------------- � .� Ln U `l $ n ss 3 " --------------------- -3,/, ------------- -----�'-101/2" 5 -91/2" 4 _0 10'-2�/4 10'—9 /4 FOUNDATION PLAN SCALE: 1/4" = V B INSTALL SOUND CONTROL B INSULATION AT ALL WALLS, w FLOORS AND CEILINGS EXTERIOR V AIR CONDITIONING SYSTEM PLAN LIVING SPACE: ]670 5Q. FT. WALLPROPOSED 1ST. FLOG TO BE INSTALLED DEC,K/�PORCH: 1012 SQ. FT. (2 ZONES) SCALE: 1/4" = 1� DECKING OVER (3) 16" ML SLEEPERS BLOCKING UPSET BEAM WALL LEGEND d FLOOR—► FLOOR FLOOR 1).PLATE HEIGHT AT V-0"(MATCH EXISTING). 6).INSULATE ALL EXTERIOR AND INTERIOR WALLS,2X6 WALLS AT R19 _____-- -------, WALL TO BE REMOVED JOIST AND 2X4 WALLS AT R13. DECK JOIST JOIST JOIST u ctJ 2).NEW WALLS TO BE FRAMED WITH 2X4(UNLESS OTHERWISE NOTED) EXISTING WALL x DF#2 STUDS AT 16"O.C.. 7).INSULATE CEILINGS WITH R30 INSULATION.CONTRACTOR TO VERIFY INSULATION IN FLOOR BELOW AND ADD/REPLACE AS REQUIRED NEW WALL 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. (MINIMUM R21). 4).PROVIDE 2-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. NOTE: UPSET BEAM OTHERWISE NOTED,ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS BATHROOMS TO HAVE MOISTURE RESISTANT SHEETROCK. DIMENSIONS OFF EXISTING WALLS ARE FROM FINISHED WALL ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR [INT.:2X4=4-4/2",2X6=6-1/2",EXT.:2X4=4-",2X6 =6"] EXTERIOR RS.CONTRACTOR TO CONFIRM HEADERS OVER 9).INSTALL SMOKE AND CO DETECTORS PER CODE. ON EACH SI HEADS BETWEEN DINING &GREAT ROOM WALL EXISTING OPENINGS(MINIMUM(2)2X10). DIMENSIONS OFF NEW WALLS ARE FROM STUDS "mm [EXT./INT.:2X(4= 3-1/2",2X6= 5-1/2"] ;; 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING ���� HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. DRAWN: MH/MS CANTILEVER , SCALE: 1/4"=11-01. SOB#: BETWEEN KITCHEN & REAR DECK Aust Io,Zola SHEET NUMBER: • DEPARTMENTINSPECTlONS A�2 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 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. B REVISIONS: A . 53'-010 " 11' 31/2" 8'-11/2" 20'-7" 13'-0„ - --- ...- ._.__...._. ._._..._.._..._......- --- - -- -- - -- ...._. .._ _..._...., 5'-73/4" 10'-53/4" 3'-31/2" 3'-0" 7'-13/4"' 7'-51/4" 3, 0„ 3, 0„ 7, 0„ W _ I ' ❑ : I h, A 12 1 a ^" � ; � "= 2X10 DF#2 RR(aZ15"0C -- - (2)1-3/4X9-1/2 ML w/5/8"STEEL PLATE BEAM -.. _ ... -... .., - - - - _.__...._.._... - --- - ----- __ --- -------- -- ----- -- ---- -- ------ --• , 2(I Xg0 XI J4 X3=172"3TEfC ANGLE` I \ `' I + 20"X20"Xl/4"X3-1/2"STEEL ANGLE � � + � + , I " + THRU-BOLTED TO WALL PLATES ' O l0 1D F.G.COLUMN -' I I THRU-BOLTED TO WALL PLATES I DECK , I I I I w/1/2"dia.BOLTS,WASHERS,NUTS w/1/2'dia.BOLTS,WASHERS,NUTS 1 PITCH FROM HOUSE ' N N + w/6X6 ACQ POST PORCH S TO DRAIN (TYP.) .- �rJ x , CATHEDRAL + +a, 12 I , CEILING ' 'x FWH60611APLR I I^ p,•1OT ^ I + TW3046 TW3046 N�\ ' ' 0j (2)2X8 DF#2 HDR. (2)9-1/2 �L HDR. L , , )2XB DF#2 HDR. It ' FWH60611APLR ' TW3046 N BATH TW3046 \ TW3046 (2)2X10 F#2 HDR. NO. 3 Z zAb #14 5'_1" 14'- 9" Hu 00 O K. 13'-1 1/2 „ N - 5 -1 12'-81/2 o BATH N a _ z m No. 2 "N N , ni ■/y xi)\ � NIF � I .. N �1. , 12 POST + I \ / - -, DOW ' ` ^ rn - /°\ o I.3/4X11-7/B ML RIDGfCC _..._ ..____.._. \ z BEDROOM No. 3 .� Q BEDROOM No. 1 \ / Ln 00 - - -- -- - - -, POST Pa. DOWN ; + 5'-61/2" / V1 O CRICKT 12 i l.. Z = 4'-11/2" o Z IiID oco f � I ' I (// I � .0+, "❑ N �o ,,., o 2"-15" i� N Iwo N N \ N 9-1/4 ML w/(1)1/2"STEEL PLATE FLUSH BEA �-' 12 (2)1-3/4X9.1/4 ML w/(1)1/2"STEEL PLATE FLUSH BEA __ . - . -_ - -- . ! I r � �� � � ,�,� � � - �� - - - "� - �� (4) 1-3/4X9-1/4 NAL w/(3)1/2"STEEL PLATE FL 5H BEAM $ N SHELVES I - ---- LOFT X 00 I\ --- IRAISE CHIMNEY UP 'Li " ^ N 1 ' 'TO 2'ABOVERIDGE � ' ; . ________ � � � / ---- -- 5 -6/z c ' -' -- PROVIDE 2-1/2"AIRSPACE ❑ BETWEEN FRAMING AND x T`� CHIMNEY PER CODE 20"X20"XI/4"X3-1121'STEEL ANGLE i i i ; i i 20''X20"Xl/4"X3.1/2"STEEL ANGLE r- I I THRU-BOLTED-VO;WALL PLATES THRU-BOLTED TO WALL PLATES `? BATH w/1/2"dia.BOLTS,'WASHERS,NUTS _ ... . ______ ; w/1/2"dia. BOLTS,WASHERS,NUTS `" r- ■ -- -- - _.. _ _ ._ .. ..___._.__ -_ --_. _ .__._--_--._-_ __.__.__ _ ___ ___ _,----, ,._ _.__.,___-----_--_ _._-_----_.._ No. 4 °\ �' BEDROOM No. 4 „ w „ wl Q i , O j ' �„ � Z■ m 12 -+ ------12-- --- - -- + d LL - - -- J 2X4STUDS N O -- „ 8 I ,y --- u ON FLAT O C� __ - `,I - ' ! $ � ' I _.�_ __.__..__7;01 . cv BEDROOM No. 2 0' i� 0I BATH x X CCS a N■ No. 5 M■ 1).INSTALL 2X6 DF#2 COLL/AR TIES AT 48"O.C.. y ^� . ___...-------___....-- -._...--_ __..___.__ _.__-. ._._.------__-• 5'-1" 11'-8" 16'-41/2 5'-1"I 12'-81/z" 2).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA.GALVINIZED 2)2X8 DF#2 HD 2 7-1 ML R,IN . LAG SCREWS WITH WASIHERS AT EACH RAFTER. (2) 9-1%yML HDR. 2 7-1/4 ML HDR. (2)2X8 DF#2 HDR. (2)2X$DF#2 HD © � L� 3).APPLY 5/8"THICK FIR CDX 5HEATHING OVER ROOF FRAME. AW31 TW3846 FWH60611APLR ,J TW3846 , AW31 AW31 , N Z 4).APPLY METAL DRIP EDGEE OF ANY UNDERLAY ALONG RAKE EDGES AND a i i F'� 0c ROOF PLAN. DIRECTLY TO THE DECK,ALONG EAVES. = PORCH ' `- -------------------- --------- i 5). USE 30#FELT UNDERLAYfMENT WITH ASPHALT ROOFING.IN AREAS W/ C) CATHEDRAL ; M SCALE: 1/4" 1' 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. CEILING 10X10 F.G.COLUMN ' w/6X6 ACQ POST 6). ICE&WATER BARRIER T(O BE USED IN ALL VALUES AND INTERSECTIONS WITH ROOF AND SIDE WALLS(TYPICAL). ------------ _____ ______,._____ 3 1-3/4X9 1/2 ML 7).DO NOT INSTALL UNDEFRLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING I „U� MUST BE DRY AND CLEA!.N PRIOR TO INSTALLING UNDERLAYMENT. 1&'-O" l�Jil UNDERLAYMENT IS NOTr TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE o 0 WORK DAY.COVER WITFH HEAVY-DUTY TARP UNTIL ALL ROOFING IS „ 1 „ 1 " , +, „ r1 COMPLETE. -11/2 9 -91/2 12'-1 /2 12'-1 /2 5 -8 7 -01/2 3 -11/2 c� C'4 C o m X �� v 8).INSTALL ASPHALT ROOFTING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. 10 53'-0" O In � •� y \ USE GALVANIZED(ZINC(COATED)ROOFING NAILS, 11-12 GAUGE WITH AT © .� LEAST 3/8"DIA.HEADS,LLONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLEE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT w CUTTING INTO SHINGLE:SURFACE. w A CU k O STORM WATER MANAGEMENT DETAILS PROPOSED 2ND. FLOOR PLAN LIVING SPACE: 1542 SQ. FT. L� v SCALE: 1/4" = 1' 11.0 ROOF AREA: 2000 SQ. FT. DECK/PORCH: 356 SQ. FT. N �, E m GENERAL: 0 DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICIAL AT 100% WATER RUNOFF: 334 CU. FT. ) � "� � P- FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE ( i SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. 1). PLATE HEIGHT AT 8'-0"• 6).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION I AND 2x4 WALLS AT R13. INSTALL SOUND CONTROL WILL NOT COMPACT THE SOILS BELOW THE DRY WELL.FINALLY,A DRY WELL PROVIDE (2. 8 DIA. X 4 DEEP DRYWELLS SHOULD BE PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"o.C... INSULATION AT ALL WALLS, LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL. 7).INSULATE CEILINGS WITH R30 INSULATION. THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. FLOORS AND CEILINGS W WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY DRYWELLS CAPACITY: 338 CU. FT. 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. H DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS, 4).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS BATHROOMS TO HAVE MOISTURE RESISTANT SHEETROCK. CONSTRUCTION: RS DOWNSPOUTS DRAIN PIPE OTHERWISE NOTED.ALL OPENINGS OVER 3 FT,TO HAVE 2 JACK STUDS AIR CONDITIONING SYSTEM U FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY GUTTER SIZE ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPE ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE IFOR 9).INSTALL SMOKE AND CO DETECTORS PER CODE. O CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL, (INCH) 1/16"SLOPE O 1/8"SLOPE LEADER(IN) SQ.FT. GPM DIAMETER I/8"SLOPE GPM 1/4"SLOPE GPM MICROLAM HEADERS. TO B E I N STALLED 10).5/4X4 MAHOGANY DECKING OVER ACQ SLEEPERS,PITCHED 1/8":1'-0" (2 ZONES) 1) CORD CA PRIOR NITS CONSTRUCTION,THE AREA TO BE USED FOP. HE DR WELL SHOULD BE 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE AWAY FROM BLDG.INSTALL SLEEPERS OVER EPDM&3/4"AC EXTERIOR di CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS 3 34tl 480 2 1088 46 3 1644 68 2370 96 FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION. 4 720 1020 2-1/2 1974 82 4 3760 156 5300 220 APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING'I SHEATHING.EPDM TO RUN UP SIDE WALLS 24".PROTECT WALL PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION 5 1250 1760 3 3220 134 5 6680 278 9440 392 HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. INTERSECTIONS,SHARP INTERSECTIONS AND PERIMETERS WITH LEAD- N AND SEDIMENT CONTAMINATION,ALL EXCAVATION SHOULD BE PERFORMED WITH THE LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD 6 1920 2720 4 6920 288 6 10700 444 15100 628 COATED COFER OVER EPDM.INSTALL AS PER MFGRS. INSTRUCTIONS. (� BE HELP PREVENT DE THE LIMITS OF THE SUBGRAD SOI CONTDRY WELL.AM NATION AND CLOGGING BY SEDIMENT, PROVIDE 4"PVC BRAINS TO CONNECT TO REMOTE DRYWELLS(TYPICAL) DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS DELAYED CONSTRUCTION EMPHASIS THE NEED,AS DESCRIBED ABOVE,TO CORDON OFF THE DRY WELL AREA(S)TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT 1 AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES.SIMILARLY, OGEE GUTTER-STANDARD 5" 9 Cg USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE NOTES: (2) 7-1/4 M L w/ (2} 9-1/4 M L w/ UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF 1).EXECUTION: 11 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. A),DO NOT BEGIN INSTAILLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. Q� ((1) 1/2 STEEL PLATE (1 1/2 ST EEL PLATE ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABLISHED ONLY -�10 AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE 15 COMPLETED AND 2).PREPARATION: ) DRAINAGE AREA STABILIZED. A).CLEAN SURFACE THORROUGHLY PRIOR TO INSTALLATION. _ _ ' B). PREPARE SURFACES UUSING METHODS RECOMMENDED 8Y THE MANUFACTURE FOR IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS ACHIEVING THE BESTT RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE C). PAINT CONCEALED MBETAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR INSTALLED bURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND METALS WITH PROTEECTIVE BACKING PAINT. (4) -1/4 A L w/ SEDIMENT AWAY FROM THE DRY WELL.THESE DIVERSION MEASURES SHOULD NOT BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA 3.INSTALLATION: 11 IS COMPLETED AND THE DRAINAGE AREA STABILIZED. A).PERFORM WORK IN ACCCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. (2)9-1/4 ML w/ , (3) 1/2 STEEL PLATE STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE 1),GUTTER TO BE PITCCHED TOWARDS LEADER P'TO 2"FOR EVERY 40'OF RUN. (1)1/2"STEEL PLATE COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. 2).SHEET METAL JOIN I LENGTHS WITH WATERTIGHT JOINTS, I ' s �'^ •=.?i. a).COPPER i LEAD::FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. EXTERIOR ' - PRETREATMENT: B).ALUMINUM;RIVNET AND CAULK WITH A BUTYL SEALANT SLIP JOINT ` 1 I ' ^" e -t DRAWN: MH/MS AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE , CONNECTORS. WALL ', ,. FUNCTIONAL LIFE OF A DRY WELL WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF DRY WELLS TO BE 10 MIN. 3).CONNECT DOWNSPQOUTSTO STORM SEWER SYSTEM AS INDICATED.SEAL SCALE: 1i4 RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND AWAY FROM HOUSE CONNECTION WATEERTIGHT, ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. . JOB#: THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH , O o 4).PROTECTION: FLUSH B EAlvl DETAILCENTER BEAM DET ` �" CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER A).PROTECT,REPAIR RRR REPLACE DATA COMPLETIONDUCT OF PROJECT. August 10, UM PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES O B).TOUCH-UP,REPAIR ORR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL SHEET NUMBER; THAT CAN ENTER THE DRY WELL. O a COMPLETION. a. (EXTERIOR WALL) (TOPVIEW) PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THM SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH NOF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING OWNERS F 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 I DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINU ATIO ER OR/APPROVAL AND SHEcETROCKWG G ALL GENERALCONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS.ALL BUILDINGDEPARTMENT INSPECTIONS REVISIONS: 1-3/011-7/8 ML RIDGE O(, 2X10 DF#2 RR 1.3/4X11-7/8___ -- - •----- - (3)1-3/4X11-7/8-��--'m=�`��_:.����'=.:--•;.J.._"�--�------ R ML HIP -------...-"— : ML HIP (3)1-3/4X9-1/2 (2)1-3/4X9-1/2 ___________._.__.��__ - __-_s- ___-- -_-----..—.. 2X10 DF#2 RR 016"OC 1 ML VALLEY ML VALLEY ------_._.—�_� _-_ -..--_-- - _ _I �_ __ _ - =�� .,� .w._e:: - 2X10 DF#2 CJ @16"OC O / ML w/ --- 2 9-14 - -- - 1/2 STEEL PLATE -- -----�- -- - .._--_ (4)1-3/4X9-1/4 ML w/(3)1/2 STEEL PLATE BEAM - - - - --�-.---- --�--_- --- _ (2)1-314X9-1/4 ML w/ (3)2X10 (3)2X10 (2)1-3/4X9.1/4 ML w/1/2"STEEL PLATE BEAM 2X10 DF#2 CJ ®16"OC 2X10 DF#2 CJ @16"OC 1/2"STEEL PLATE BEAM DF#2 DF#2 ® ® �� ® ®E' - - I o I.- ` ' 00 V 1 I I 5/4"DECKING ON 2X ACQ SLEEPERS 2 JI7 $MLOVER EPDM, FLASHED,ONO / 11-7/8"TJI110 WOOD-I FJ @16"OC 3/4"SUBFLOOR 3/4"T&G EXTERIOR SHEATHING it-7/8"TJI110 WOOD-1 FJ @16"OC 3/4"SUBFLOOR «' • - - _ - ` A E'+ - - - - (3)1 3/4Xi6 ML BEAM _- --- (2)1.3/4X16 ML BEAM 1.3/4X7.1/2 ML @12"OC __�11-7/8"711110 WOOD-1 FJ @16"OC ' Q - - - - ____._-__ t s a A r n 013 �11 GA El 13U L-J--..Jl EXISTING ___ __ EXISTING _. J - - - - - - - - - H E EXISTING GIRDER EXISTING GIRDER EXISTING EXISTING FJ EXISTING FJ EXISTING F1 F--� cc EX.GIRDER - -T-- �( - EXISTING EXISTING EX.CONC.PIER a EXISTING -�_ EXISTING_.-._-- L_ EXISTING_. ..L.. �..-- _ rr r T _._ _. �_. EXISTING CRAWL SPACE �•+ ( �( EXISTING e CONC. BILK.WALL EXISTING ( 1____ LLL_ BETWEEN PIERS 71 EXISTING d 8"CONC.BLOCK WALL UNDER EXISTING GIRDER - , 24"X12"CONC. FTG. ON 24"WIDE X 12"DEEP CONCRETE FOOTING, _ �_,._�= SECTION C-C L w/(3)#5 REBAR REINFORCED WITH(3)#5 REBAR _.� _ EXISTING n t SCALE: 1/4 = 1 %,: , :►d:� 'v;. ► or•v' :►.o;..oa' . I ----------------------------------------------------------------------------------- I , 0.----------------- 1 1 NEW LALLY COLUMN ON CONC. G. SECTION A-A CONC.FTG. n - t tt SCALE: 1/4 — 1 -0 p 1"I 1313 I _�( N Z Z oc I r AID STAINLESS STEEL (- Q 7 I OR GALVAN12ED f POST(TYP. WOOD SCREWS W( I (TYP.) f f I n WASHERS Lz°o.c f t ' I I 1 3/4X111-7/8 ��--- 1 I ( ( I I ( � � ' II� 3ro.c1- a 1111 � ML RIDGE 12^ I I I f I I 1-3/4X11-7/8 ML RIDGE I 1 t I ) I I I (2)11-7/8 ML 2 -__1�y,C 2X12 VALLEY PLATE POST(TYP.) � 1-3/011-7/8 la'APA RATED SHEATHING / GRAOERL wOOD (3)1-3/4X9-1/2 d ML RIDGE (ALTERNATIVIVE:7/16"O.S.DJ 1 1 �ff ry �� caa�ARATE SHEATHING Z��XlO RR ML VALLEY J O 1 PLYADOD (ALTERNATNIVE:7116'O.S.B.) 16"OC -�- - R 2X10 RR � f ( I f ( I OC WOOD SCREWS W/ Y10 OR GALV (3) %2/STEEL PLATE r ( 1'WOOD 12'0.0. WINDOWSILL TYPICAL WINDOW OPENING 2X10 DF#2 CJ @16"OC 2X10 DF#2 CJ @16"OC (LESS THAN 4'-OX8'0"OPENING) :o Aa v (2)1-3/4X9-1/2 ML I I (3)9-1/2 ML TYPICAL DOOR OPENING (LESS THAN 4'-0XB'-0"OPENING) r i W/5/e"STEEL PLATE ®® ® ® o W EX.F1 bb `- 6X6 ACQ 1 4 ; ; I I 6X6 ACQ _ --O u O (2)2X8 POST 10X10 FG , , 10X10 FG POST O u 34"DC +„ COLUMN COLUMN , 1 I — �-' / 5/4 DECKING ON 2x I I 5/4 DECKING ON 2x ACQ TAPERED SLEEPERS ACQ TAPERED SLEEPERS EXISTING 3/4"T&G XT.SHTG. 1 i 3/4"T&G EXT.SHTG. W r OVER EPDM.FLASHED , OVER EPDM.FLASHED ,�, NEW CONC. c+' 3/4"SUBFLOOR ' ' 3/4"SUBFLOOR BLK.WALL N - - - - f ( I f }f I ff ( I \ 11-7/8"711110 FJ @16"OC 11-7/8"711110 FJ 016"OC E 2 @16"OC 2X8 @16' C ,. -wl rf I f f BLOCKING (:2)1-3/4X16 u^oc � I ` ( I 1 v�,.•°' .: (3)1-3/4X9.1/2 ML w/ I�A/l!BEAM � ' (3)9-1/2 ML � I ( I I } I ( I I (2)1/2"STEEL PLATE I I 1 3 I 10X10 FG 31WAPAPLYWOOD COLUMN - O t ` SHEATHING I I 1 1 1 ; }' SECTION D-D I I I I 6X6 ACQ ; ; 6X6 ACQ , , r I DD POST SCALE: 1/4" = 1' _ - 2X4 DF;12 SOF 2 I \ f I I \61-- r I f xIDSTA�+LfssSTEEL EXISTING ' ' EXISTING EXISTING EXISTING 1 1 3 3 ITi "'GAL". W( 11/2 11/1 11/4 11/4 11/1 11/2 11/2 11/4 11/4 11/4 1 7/4 11/2 �.• v ( ( ( ( WASHEPS 12"O.0 a.; W.C. IAV, LAAV' .0 WC. LAV. IAV. .0 4 d •°4 V EXIISTING MULTIPLE PLYWOOD ASSEMBLIES _ . , SH E0. SH R SH ER SH R ,'•d 12"dia. 12"d{a •► W 2-3X4 DF43 STUDS CONNECTED TOGETNE0.WITH STAIN LES STEEL O fD.P CONC. CONC. •per• O QI 00.GALVINt®BOLTS WI WASHERS ►. PIER PIER AND NUTS 02''3"0.0 3 11/4 2 2 111/4 3 [O 3 11/4 2 2 11/4 3 ICO I A.d ,•+ I �-4 TYPICAL MULTIPLEOPENING5 3 3 3 3 v1 y: ►o•..• d EXISTING NEW LALLY COLUMNS EXISTING o•• d ,,1 (MORE THAN 4'-0X8'-0"OPENING) IwsauA Ail= - _ _ - e► ° e•� ADDED AS INDICATED ° o•• - _ _ - 36"X36"X12" ON PLAN 24"X24"X12" I V4 CONC.FTG. CONC.FTG. 1/4 1112 11/4 ,1/4 11/3 11/A - WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL_ PANEL W.G LAV SINK C Vy, D.M. W.M. 13• SH F.A.I. V AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) • •• •• I� E BRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 2 3 3 3 1114 114 r •'0.1• • ' `�� ANDWINMA)RN DE AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO C.O.I 1,/.L c°I Lc.o. COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL 3 3 30"X C. X112" / T A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. CONC.FTfG. $ – CONSTRUCTION CODE).THIS IS NO � i V` B MARKED FOR WHAT OPENING IT IS TO COVER. ��� y" ' }-�� DRAWN: MH/MS ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST E HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. �t, .,•''�'di �;� SCALE: 114"-1'-0" 4 daT;€F J013#: SLOPE"1/4"PER FOOT PITCH TO DRAIN SECTION B-B 4"C.1. SEPTIC SYSTEM � .,,,s .,1.^ .. �� - AIIg11St 10,20I2 PLUMBING SCHEMATIC —PHou" — _ � SCALE: 1/4�" - 1' O" 5HEETNiJMBER: N.T.S. A-4 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGSS,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 FFOR 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 ANE)SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS" REVISIONS: NYS ENERGY COMPLIANCE NOTES FOUNDATION: CRAWL SPACE: WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, WiNDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. � 1 . - ri 1). INSULATE HEADER UNCONDITIONED BASEMENTS: . 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1). INSULATE THE FLOOR ABOVE THE BASEiMENT. REFER TO PLANS FOR REQUIRED R-VALUE. 3). SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. = BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ', ate ALONE IS NOT ADEQUATE. 4). SEAL DUCTS IN BASEMENT. 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE 1). CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2). DO NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. FRAMING: PLUMBING AND ELECTRICAL: SEALING BAND JOISTS DURING CONSTRUCTION: O 0 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. : [� SEALING PENETRATIONS: 2). APPLY ADHESIVE TO TOP OF BAND JOiST AND LAY SUBFLOOR OVER. seF U ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. Cordst mffmcoije BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. Suflual;County' s.New Y W W &u c Fantil yH U RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGiD FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG p U CONTACT ( IC RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER, AND FLUSH WITH SiLL PLATE. Dewee Dap: Q INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. 4 a SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS STANDARD OF 2.0 CFM, (ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS 1ST. FLOOR DECK: ow,caASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. . 0 U BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. M°4=WSW POW ROAD SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER HCE. N cukhogm.my 111-015Q w FIRED HOT WATER TANKS, HEAT TRAPS (1F NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY(. Q MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. ALL PIPES RECIRCULATING HOT WATER PiPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: HEAT LOSS. GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" 1). PROVIDE HORIZONTAL BLOCKING AT 418" O.C. AND AS NEEDED FOR NAiLERS. IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. ; 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. TUB/SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. Im Jr ; PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. tt,000 WT tli + idC d i HEATING, VENTILATION AND AIR-CONDITIONING (HVAC) EXTERIOR CANTILEVER FLOOR WITH iNTERIOR AIR SEALING: Q HEAT LOSS CALCULATIONS AND SYSTEM SIZING: 1). SEAL ALL PENETRATIONS THROUGH THEE BLOCKING AND THE SUBFLOOR. _ �,g. 5 HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 2). SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. Assemmy, Area or R-Vat,ue R-Val.,ue or, Door 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE,. HVAC SYSTEM EFFICIENCIES: 4). SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING. THE a O THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SiT ON THE INNER EDGE OF THE SUPPORTING PLATE. ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL ! � d 1-5 " 0 � 54 MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE: WA, V.} A%W- 61, O-Q, 1335 13.0 01.0 O r" Cn 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE . N Z HVAC CONTROLS: t CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5. TEMPERATURE CEILING WITH ADHESIVE. ' 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AiR FROM 00 CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER PiPE AND DUCTS. (FOR HEATING) AND/OR 85 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL SEAL ALL PENETRATIONS THROUGH BLOCKING.HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT 3). -Glim 1 13 ` 37 LEAST 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER 4). PROVIDE BOTH INTERIOR AND EXTERIOR AiR BARRIER TO THOROUGHLY SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO ISOLATE THE FLOOR SYSTEM AND REDUICE POTENTIAL PROBLEMS. PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60% RELATIVE ' t' � � lefiat '' "�. 4 HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR DROPPED SOFFIT ON INTERIOR WALL: �. _` o USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT #. T TEMPERATURE. TOP PLATES. CombvicbmCaM ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN .; b'' _ '. VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL: 1~ m GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE DUCTS AND PIPES: FRAMING INTERIOR SOFFITS OR UTILITY CHASES. DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN 3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. O UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE R-VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102.5.3). KNEE WALL SUPPORTING ROOF: DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES 1). SHEATH WALL BETWEEN WALL AND RAF=TERS AND INSULATE WALLS TO C MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE 4 PREVENT WIND WASHING. � THE INSULATED ENVELOPE OF THE HOUSE. 2). IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. u 11141 1F HEATING DUCTS ARE INSTALLED iN OUTSIDE WALLS THE INSTALLER MUST PROVIDE °� m .o •., cn BAFFLES ARE TO CONTINUE UP RAFTER55 PAST THE KNEE WALL INTERSECTION. R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3). PROVIDE BLOCKING BETWEEN RAFTERS' AND FLOOR JOISTS ABOVE EXTERIOR N w S DUCT SEALING: INsuaA WE. DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503.3.4). ALL FULL LOFT: PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE INSULATION SHOULD BE FLUFFED TO iTS FULL THICKNESS, NOT COMPRESSED, AND SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) NOT ROUNDED OR SCALLOPED AT EDGES. MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. H TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING FILL THE CAVITY: UL 181B MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING u SEALING. AND DRYWALL. IN CEILING AND FLOORS, Ili' SHOULD BE IN CONTACT WITH THE DRYWALL � CA WRITTEN MATERIALS: OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. e� WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT CUT AROUND OBSTACLES: WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE INSULATION SHOULD BE SPILT AROUND Wi{RES AND SMALL PIPES; CUT AROUND N H TO SUCH MATERIAL IS ALSO ACCEPTABLE. ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES; AND SPLIT OVER CROSS d REDUCED MOISTURE: BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FIT. EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THAT DOCUMENTATION OF R-VALUES: U THE FAN ACTUALLY WORKS; USE RiGiD OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT FACED OR UNFACED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BE AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY INSTALLED SO THAT THE MARKINGS ARE VIISIBLE TO THE BUILDING INSPECTOR. IF THERE iS A GAS RANGE. ACCESS OPENINGS: VENTILATION: ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRA£ STANDARD 62-2003 AND SAME R-VALUE AS THE SURROUNDING AREA. THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL . ,. �. � VENTILATION RATES. CATHEDRAL CEILINGS: KITCHEN EXHAUST FANS SHALL HAVE A MiNIMUM VENTILATION RATE OF 100 CFM 1 . PROVIDE 1" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. alri F 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE ) ' ENTm NJEWTII ATION RATE OF 50 CEM INTERMITTENT OR 90 CEM CONTINI In'U � '� � � r A mini l I O 2 . PROVIDE BLOCKING BETWEEN RAFTERS IOVER WALL PLATE. _ ' ) DRAWN: MH/MS 1/4"=V-0" SCALE: f3ra JOB#: August 10,2012 �. SHEET NUMBER: 47 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�S MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR l 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 SHIEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: 2x stud Plate nail-16d(3-1/2") ALLOWABLE HOLES - TJI Joists JOIST DETAILS Plate nail- n-centerter"'"In ) wall n l6" box at 16"on- on-center box at 12"on-center INTERMEDIATE BEARING Floor panel nail-8d NO LOAD BEARING WALL ABOVE Load bearing or shear wall No geld cut holes r-1/z^hole may be loor panel nail-8d (2-1-2") 2-1/2")common at 6" See Table A See Table B cut anywhere in above(must stack over wall rn hatched common at 6"on-center* on-center Web stiffeners Zones See Table See Table web out. below) side hatched zone DO NOT required each side Load from "or 1-1/4" Blocking Blocking panels cut or notch flange. 1 1/4"Trus �� g at B3W above Blocking Trus Joist Joist rim ane) may be required with 6^ 6^ 2x4 minimum shear walls above or panel rim board," board squash below-see detail Bl 1-1/ ' L 1 2 X D I DI Lz z x L z ez oe nail-10d(3") oe nail-10d(3") blocks '� 6 (applies st all minimum 6" 6" 12 box at 6" holes except box at 6 knockouts} Do not cut holes larger than min. 1.1/2"fn cantilever on-center" on center O DO NOT Remove tongue and groove Bl $1 1/ib"� Table A - End Support cut holes In cantilever Mi !mum distance from edge of hole to inside face of nearest end support reinforcement. from floor panel edges Boun any nailing 2x4 minimum supported by 1"e-Rim@ to Bd(2 1/2") Web stiffeners ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE stall proper blocking squash DEPTH TJI ensure quality nailing. common at 4" required each 2^ 3' 4" 6-1/2Bali 11" 13" r' 3^ 4" 6-1/2 Ba/2 It" 13" T11 rim 'Conventional construction code minimum for t to support all panel blocks St on-center edges side at B1W and Use 2x4 minimum squash no r-o^ r-6" z'-o^ s'-o^ PI'- r-6" 2'-6" 4'-6^ se with A3 only.See Trus Framer's BZW 9-112„ 211 r-0^ r-6^ z'-o" s'-o^ z'-0' z'-6" 5'-1" Gaddlitional See Trus Joist Framers Pocket Guide for $2 B2 B3 B3 CS blocks to transfer load Must have 7-314 minimum A3 A3.1 3.2 3.3 ocket Guide far A3.1-A3.3 installation around TJI Dist z3o r•o^ r-o" z'-6" s•6" z'-0" 3'-D" s-o" t�f AZ installations edfications, j 360 r-6' 2'-0" 3'.0" a-o^ z-" 3'-6' 5'-6" Joist bearing at ends specifications. p 210 r-o" V-0- r-o^ '-6" 1'4' T,o" s'-" 6'-6"6'-0"length of lta/s^ 231 11.0" I,-" I,-a ,-o" 6,,0" 11.0^ z'-0" s,-s" TV TJI joist 8"diameter maximum hole Nail Trus Joist rim 61 -o^ r-o^ Y-6" VW r-1" I r-0" r-6" 0-6"I 11-e board to blocking Attach reinforcement reinforcement and for 11-7/8"-16"dee g 560 r-^ r-o" V-6" s'-^ '-o" f.0" r-tr' 3'-6' '-o^ '-o° 4-0"length of 8"diameter maximum hole p with connections to joist with one 8d vo r-o^ 1'-0^ I'-G' r-o^ 6' o^ o" V-0- r-o" 3'4" 6'-0 0^ 3/4" filler block.Use blocking panels;6" 2) for 11-7/8"-16"deep equivalent to ( -/2")common nail at Nail through 2x_,wood backer 211 r-o^ r-o" r-0^ r-o" 3'-0^ 6'-0" r-1" r-o^ r-0" a'-o" 6'-6^ 8'-6' Web stiffeners B"diameter maximum hole reinforcement „ 4'-0"length with diameter maximum for decking schedule each corner and 14" 230 r-o^ r-o^ r-0" r-6' V-6^ 6'-6" r-0" r-0" 11-1" 4'-0" 7w" 9'-1" blocking panels;b 361 r-o" r-0" 1,-0" 2'-6^ 5'-6" 6-0" 1'1' 1'4' r-0" s-6^ B'-1° 9'-6^ O required each for 11-7/8"-20"deep on one side at TJI joists. and 11-7/8" bloror sh panels n 12"deep Attach reinforcement 560 r-o^ r-o^ r-0" r-6" 6'•0^ 9'•1^ r-o" 1'-0^ r-6" V-6^ 9'-a' lo'-o^ diameter maximum for Trus Joist TJl joist web with 2 rows 10d side at ElW blocking panels;6" E2,both sides TJI joists. or shorter than 12"Tong. Blocking anal between Blocking blocking panels 9-1/2'deep elm board to joist with one Sd g p g (3') common nails at b 210 r-o^ r-o" r-0^ r-0^ r-6" 3'-6^ 6'-1" r-o" r-o" r-0^ 2'-6^ 6'-6° B'-a' m'-6" 6 diameter maximum for at E3 or shorter than 12"long. o not cut flanges. ch joist.Nail to top panel n-center,clinched-Use g 2-1/2)common Hall at 230 r-o^ r-1" r-o" r-o^ '-0" a'-o^ s-a' r-o^ r-o^ r-0^ 3'.0^ 7'-0" 9'-1^ tr-1" locking panels 9-1/2"deep not cut flanges. each corner plate with connections 16d(3-1/2") nails with t6^ 361 r- ' r-" r-0^ 11.1^ 6-11" 9'-0" r-^ 11.1^ r-0" or shorter than 12"long. Trus Joist equivalent to decking 3- 2"TJI joist s6o r.o" r-o" VIY' r-0^ 3'-0• 6,6^ m'-o^ r-0" r-0" r-0" s-a' 10'-0^ n'-o" 12'.0" Q� LDo not cut flanges. rim board schedule. a e widths. F�.Z]� a 12"length of g 4" 6" B^ to u^ 15" 17 4^ s' B• 10^ 12" Is" 17' r-- TYlJS Joist 360 P-0" 1'-0" f•0" 2'-0" 5'-0" t0'-0" 1'-0" 1'-0" 5'-0" 10'-0" 1'-0" 13'-6" rT, Q rim board ttach 3/4" 12"length of 16" reinforcement to reinforcement 3/4+• 561 r-o" r-o" r-o^ r-o" s'-o" n'-0^ 1 -6^ 6'-6" Dist web with 3 on one side at 20„ 361 r-o" r-o^ r-o" r-0^ z'-o^ 7'-0^ to'-6^ r•o^ r-1" z'-6' B'-o^ n'6" la'-o^ u'-6^ ttach reinforcement j reinforcement 560 r-o" r•o" 1'-0" r-1^ r-o^ 7'-0^ 11141 r-0^ 11-1" 4'-0^ 9'-6" 12'-s 14'-6^ 15'.6" Q Trus Joist rim to joist with Sd(2-1/2") rows 10d(3") E5,both sides on one side at board common nails at b"on common nails at 6" at E6 E7,both sides Wood A vto able B - Intermediate or Cantilever Support C) r backer \ s 0 center.When q� on-center,clinched. at ES ,e5 a� \fie dS Mini um distance from edge of hole to inside face of nearest intermediate or cantilever support Z s reinforcin both Z �� Use 2 rows with 9-1/2" 2� eC O'i1 \oa L- Face grain �a� g ap Less than Less than \AI t\ �a o<�' DEPTH TJl ROUND HOLE SIZE SQ ARE OR RECTANGULAR HOLE SiZE (� horizontal sides,stagger nails. to and 11-7/S" 5' 5° car �$ti\' ���{ oo\�� 2" 3' 4" 6-vz ea/z 11' 13" z' 3^ 4• 6a/z B-Iiz n^ 13„ I� 1 E4 TJljoists. E5 E6 E7 ES Fl \e �^J'� 1104 El El EZ E3 110 1'•6^ 2'-6" 3'-0" 7-6" 1'-6" 2'•6" T.6" 6'-6" CA i~ Not for use with 3.1/2 TJI 9-I/2„ 210 T-o^ 2'-6° 3'•6" 74^ 2'-0" TV 4'-0" 7-1" joist flange widths 230 7-6" T-1" 4'-0^ V-0^ 2'•6^ T-0" 4'-6' 7-6• O Z 360 3.0" 4'4" 5'-6" 9'•0" 3'-0^ 4'-6" 5'-6" 8'4" O Filler block Attach 110 1'-0" r-0" '-6" '-0^ '-0" V-o" r-6' -6" '6` WEB STIFFENER ATTACHMENT 210 V-0" r-o" 2'-0^ '-6" 9' r-o" 2'-1' 31- " '•6' 1o'-0' U with ten 10d(3")box 11-7/8" 230 I'-0" 2'-0" 2'-6" 5'-0" T-6' 1'-0^ 2'-6" T-6" 8'-0" 10'-0° r nails,clinched.Use ten EXTERIOR DECK ATTACHMENT Gap„ 360 T-o" 3'-0" 4'-0^ 7'-0^ n'-o^ 2'4" 3'•6° 5'-0" 9'-e n'-U' Fhb Option#1: I-1/8 minimum 16d(3-1/2")box nails from p 560 1'-6° 3'-0^ 4'-6^ '-o" 12'•0" 1 3'-01 4'-6" 6-1^ 10'-6^ 12'-0^ each side with 3-1/2" Structural exterior Apply subfloor adhesive to all TJI Joist blocking with end 11#2 2-3/4"maximum 110 V-0" V-0" r-0" 1-0" 4'-6" e'•^ r•o° 11.1^ r-o^ s'-o" 9' " 1r- TJI joist flange widths. sheathing contactsurfaces cks installed at 1/3 joist � 210 f-o^ 11.11. r-o^ x61. s'-o" 9'-a^ r-0^ r-1° 2'-o" 6'-o" 10'-0^ 12'-6^ ` Web stiffeners ) g s an locations using (^� required if sides of Use fifteen nails with Backer block Three 8d(2-1/2")box nails, 1<" 231 11 11 2'43 3'-0" s'-6^ I1'-o^ r-o^ 2'.0 r-6' 6-1^ l0'-6' 13'-0^ TJI joist depths ' 360 7'-0" 1'-0" 2'-0" 5'-6" 8'-6" 1'-0" 2'-0" 4'-D" 9'A" l2'-a' 14'-0^ 12'-6- hanger do not lateral) j P Flashing o Sd(2-1/2') clinched Y Install tight to top Bearing plate: o 560 1'-0" r-o^ r-6^ s-61 s' 13'•" r-0^ o^ s-o^ neater than 16". a box nails or Three lbd(3-1/2')box nails 211 r-o^ r-o" r-0" r-o" 3'o s'-6^ 9'$" r-o" r-0" r-0" 4'-6" 9'-6" 12'•6" is'-6^ support at least 3/8" g flange(tight to Flush plate witth inside Treated 2x o`5% a�. 2-1/2"screws, at 3-1/2"TJljoist flange widths z31 r-1^ r-o^ r-0" r-6" a'-0" 6'-6" IlYW r-0" r-0^ r-0" V-1" 10'-6" 13'-0" 16'-0" of TJI joist top bottom flange with face of wall or beam ledger 11'' 4 typical 11#2= 16" 361 r-a' n1^ 1'- ' o^ 6'-6^ lo'-" 13'6^ V-V t'- ° 2'-0" 7'-" 13'-a' la'-6^ n'-o" flange face mount Web stiffener each 562 r-0" r•o" r-o' V-6^ 7'-0" tr•a' Is'-o^ r-o^I r-0" T-6" V-1" IT-V 16-0" 18'-0" angers).Attach See fastener Trus Joist side.See sizes with ten loci(3") Option#2: I W 4" 6" B^ lo^ 12" 1s" 17" 4" 6^ s" In^ tz" 1s" 17" box nails,clinched table below.Maintain rim board 2x strapping installed �-1 below,'• 360 1'1" 1`-0" 3'-0" 6'•0" 9'A" 15'-0" 1'-0" 4'4D" 9'-0" 14,,6" 16'-6" 19'•6" Top 2"distance(minimum)from at 1/3 joist span Tight fit Is^ 560 r-o" r-o" T-0' 6'-1" 10'-0" is-6" r-o" 6-0^ n'-6^ 16'-6' I8'-U, when possible. edge of ledger to fastener. flange g g locations using two 20„ 360 r-0" r-o" r-o" X-1" 6.0^ n'-0" ts'-s' r-0" r-6^ -0" 1z'6^ 16'-6" ls' z1, ° hanger 2-1/2"screws per joist W Web Stiffener Size W Web Stiffener Size s6a r-o^ r-o^ r-o" r-6' 5'-6" 12'-0" 16-1" r-1" N-0" 8'-6^ t4'-1" n'-6' 19'-6" zo'-6^ Factored Resistance t Load/Fa L bl aeker block Allowable oacolbs n n " u Rectangular holes based on measurement of longest side. Face mount Fastener All (lbs) ption#3: 1-1/2 1/2 x 2-5/t6"min 2-5/16 7/8' x 2-5/16 min hanger both sides 1-3/4"rhes board V a-Rlm- directly applied ceiling iolas may be located vertically anywhere within the web.Leave 1/8"of web(minimum)at top and bottom of hole. of web with 318"lag bolt 400/630 N.A./N.A. 1.3/4" 5/8"x 2.5/16"min 2-1/2" V x 2-5/16"minimum Knockouts are located in web at approximately 12"on-center;they do not affect hole single TJI 1/2"lag bolt 475/750 325/N.A. 9htalls. hen specified on the layout one or more of placement. joist LA •Allowable load determined In accordance with AC 124. a three bracing options shown I Lmustll be O 2-1/16" 3/4"x 2-5/16"min 3-1/2" 2x4 • For simple span(5'minimum)uniformly loaded joists meeting the requirements of current Trus Joist product guides,one 1� Hj .Corrosion-resistant fasteners required for wet-service maximum size round hole may be located at the center of the joist span provided no other holes occur in the joist. 0 HZ G O applications. current d Distances are based on the maximum uniform loads shown in rrent Trus Joist product guides.For other load conditions or Q ✓' hole configurations contact your Trus Joist representative. ALLOWABLE HOLES - Beams and Headers BEAM and COLUMN DETAILS BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE 1/3 depth � :Z)P., diameter of the largest hole(minimum)llowed hole P. WINDOW HEADER CONNECTION WALL RP., O BEARING AT WALL Joist Framing A �� .� O O O one O O O � Q Trus Joist rim board Strap per code if o 1/3 depth o o Cut only round holes and only Cn or blocking for top plate is not paneling g ROUND the CHART N Q anal Safety bracing(1x4 1/3 span Allowed hole zone 1/3 span N lateral support continuous over minimum)at 6'on-center and 1-0 BEAM DEPTH MAXIMUM ROUND •�( = header El extended to a braced end CD MOLE SIZE 00 wall, Silent Floor joist framing fasten at each joist with For uniformly loaded beams only. 4-3/8" 1" et does not require bridging o ad(2.1/2')nails minimum 5.1/2" 1-3/4" or mid-span blocking (see WARNING). . Rectangular holes are not allowed. 7-1/4"to 20" z" . No holes in cantilevers. See Illustration for Allowed Hole Zone Top flange . No holes In headers or beams in plank orientation. hangerH2 Face mount hanger Do NOT bevel cutiow Al Parallam@ PSL or beyond Inside face of Rim board joint Timber5trand@ wall. E2 between joists TJI JOIST ATTACHMENT at BEARING a LSL Column O L3 See current Trus Joist rotect untreated wooaY from direct contact L4 TJI Joist to Bearing Plate squash Blocks to TJI Joist(Load literature for framing with concrete A3 bearing Trus Joist rim board g wall above) connectors One IOd(3")box CONNECTION OF MULTIPLE PIECES OF Seat cuts must be within nail into each flange N well. One Bd(2-1/2") en 11G O CON TOP•LOADED\I BEAMS(1) box nail each rn BEARING AT COLUMN t5 side.Drive nails X tiub TJI rim joist at an angle at 1-3/4"Width Pieces: Trus Joist least 1-1/2"from CG +s O Minimum of 3 rows loci(3"X 0.1271")Halls at 12"O.G. L3 rim board end. tat a minimum bearing at end support;3.1/2" O 5 Verify Paraftam PSL or Minimum of 4 rows 10d(3"x 0.128") nails at ELEVATED COLiUMN minimum at intermediate } w 12"o.c.for 14"and deeper beams BEAM ON COLUMN COLUMN BASE BASE support z Timber5trand LSL CAP B1 O '\ column if using12d 3-1/4")or larger nails,the Ll Shear transfer. elnnedlo»s equivalent to N +� ( g Hl floor panelnafl/ngschedule � 6D capacity and beam number of nailing rows may be reduced Optional Rim to TJI Joist r. 40 bearing length. by one. non-shrink B2 - See current grout Trus Joist 3-1/2"Width Pieces: Trus Joist rim board or literature, Minimum of 2 rows 1/2"bolts B3 1-314"wide TJI rim V '� •- joistOne loci(3")box � v� C!) at 24"O.C.staggered nail into each flange 3-I/2"wide TJI rim TJIfloore0 gg (31")IstToe box rtailsll ct.,!h' arh joist CV >~ s (1)Load must be applied evenly across entire TA ri joist16"e lde 1S1 beam width.otherwise,use connections for side-loaded beams. O TJI elm}box nail Int side of TJI joist flange Butting Use Bl or B2 at (3-1/z")box nail into each Additional nailing or bolting may be required withPl O B4 Joists tediate bearings flange 3-1/z"wide l5 L6 at centerline side-loaded multiple-member beams.Refer to current O P2 P3 with blocking ermg p� i load bearing or shear TJI rim joist Top view product literature. End of joists wall from above of support Braced end wall BEAM ATTACHMENT at BEARING H tee note 3 under Trus Joist rim board Emil FASTENING of FLOOR PANELS Closest On-Center Spacing per Row WARNING '`�+ Nail Size TJI Trus Joist rim board TlmberStrand LSL HlU F••I Microllam LVL Parallam PSL One (3")box V mnail each side of ember at bearing, O 110 and 210 230,360 and 560 1" 1-1/2" 1-112"or wider e � 1-1/2"minimum from endCn 9d (2-1/2")box 2-I/2" 2" 6" 4" 11 • �4 8d(2-1/2")common 3-1/2" 2" 6" 4" 3" 3" 3" Drive nails at an %See framing plan elfapplicablef or Framer's Pocket INSTALLATION TiPS angle to minimize Culde for minlmum end and intermediate bearing 10d(3"),12d(34/4")box 3" 2" 6" 4" L4 g N 4" 4" Stsbfloor adhesive will improve floor performance,but LA xterior Deck splitting of plate lengths. L iOd(3"),12d(3-1/4")commo 4-1/2" 3" 6" 4" 4" P P 16d(3.1/2")common N.A. 4" 16" 6"'i 6"al 8" 6" may not be required. Whenjoistsot be are doubled at non-load bearing parallel ttaehment O)can be reducedto 4"on-center with maximum ne!/penetration of 13/8" hpartitions,space joists apart the width of the wall sheathing into te narrow edge. Structural w for plumbing or HVAC. �Q Recommended nailing is 12"on-tenter in field and 6"on-center along Additional joist at plumbing drop(see detail). o DO NOTcran sawn lumber S sheathing edge.Nailing requirements on engineered drawings supersede O h�•4• recymmendations. for rim btoerd or blocking. Nailing rows must be offset at least 1/2"and staggered. O Sawn tern nstber may shrink WARNING 14 ga.staples may be substituted for 8d(2.1/2")nails If minimum penetration O ager lnsta!/atlon. V of I" into the TJI joist or rim board is achieved. Protect O See ALLOWABLE r�---ti untreated wood HOLES �7 Joists are unstable until braced laterally x from direct O contact with H3 Bracing Includes.-Blocking Sheathing Ad L LJ • Farthest On-tenter Spacing per Row concrete Maximum spacing of nails is: •Hangers .film Board For joist widths 1-3/4"or less: 18"on-center DO NOT allow workers to walk on .Strut Lines .Rim Joist DO NOT stack building materials Fpr joist widths greater than 1-3/4": 24"on•center Joins on unsheathed joists.Stack only until braced. over beams or walls FILLER and BACKER BLOCK SIZES Shifted joist IkIdditional INJURYMAYRESUL7. joist Bearing plate to 2-5116" 3-1/2" be flush with inside A Weyer aeuser Business Tit Flange Widths 1-3/4" 2-1/16" Plumbing drop A NOT 9a/2^or 9-1/2"or 14"or 9-V2"or 14°or ta"or 11=7/9" 14"or 1e"or face of wail or Lack of concern for proper bracing during construction can result in serious accidents.Under normal conditlons,i�"4 Depth 14" 11-7/8" 16" 11.7/6" 16+' 20" lb" 20" Squash blocks and blocking panels carry stacked i'?t f1 tt 719„ beam following guidelines are observed,accidents will be avoided. n".. vertical loads(details 81 and 62).Packing out the .y 2x12+1/2" Two Two Twoblocking, F"v4r0x r' sheathing web of a TJI joist(with web stiffeners)is not All han ars,rim hoards end rim oists at the end supports of the T]I'outs mus he +nstalled and ro eel Walled. ;', Filler Block* 2x6 2x8 3/8" 3/8" 1/2" 1/2° g 2x6 2x8 2x12 g if ' p P v s;,t (Detail H2) sheathingsheathingsheathingsheathing substitute for squash blocks or blocking panels. s 2.Lateral strength,like a braced end wall or an existing deck must be established at the ends of the bay.This can also be ;"b # ey 2Xb+3/8" 2x10+3 8" 2x6+1/2" 2%10 1/2" accomplished by a temporary or permanent deck(sheathing)fattened to the first 4 feet of iNsts at the end of the bay. Cantilever Filler 2x6 2x10 / Not DRAWN: MH/MS (Detail E4) 4'-0" 6'-0" sheathing sheathing Sheathing Sheathing Not applicable 3.Safety bracing lines of 1x4(minimum)must be nailed to a braced end wall or sheathed area as in note 2 and to each}Dict.Without this >, - ,w'* v applicable bracing,buckling sideways or rollover is highly probable under light construction loads.like a worker or one layer of unnailed sheathing. . ' -- r'` a. , long long 4+-0"long 6'-0"long 4'-0"long 6'-0"long 't; 3n- , SCALE: 114 -1-0" 4.Sheathingmust be total) attached to each TJI joist before additional loads can be laced on the system. q f i"'•;` '� Y 1 P Y Backer Block* 3l '4"i, :?,z; JOB#: 5/8"or 3/4"or 5.Ends of cantilevers require safely bracing on both the top and bottom flanges. Detail F1 1"Net 2x6 2x8 2x12 ks'4 " . ( 3/4" 7/8" Or H2) 6.The flanges must remain straight within s tolerance of t/2"from true alignment. y *If necessary,increase filler and backer block height for face mount hangers.Maintain 7/8"gap at tap ofjoist;see detail W.fiNer and backer block lengths should ' f"'� rE AugustHE 10"2,�I2 accomadafe required na/ling withoutsolltN»g(11'mJn7mum far backerblocks and24"minlmum for filler block,). This sheet is intended as a scupplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. � � _ SHEET NUMBER: - A-6 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWlNG55,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 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 AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: WIND LOAD PATH CONNECTiON AND CONSTRUCTION DDRAWINGS 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 lx� RAFTER WALL STUD ENDWALL CRIPPLE STUD BOTTOM PLATE RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 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 LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. Z 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 L526 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 0124"OC Q HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD F"1 WALL STUD .�� THROUGH-ROOF EXHAUST a VENTS SELECTED AND LOCATED BY CONTRACTOR W F- W p METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL CHIMNEY AS REQUIRED C RIM BOARD RAFTER WALL SHEATHING RAFTERS MAINTAIN p� SILL PLATE(5) VENTILATION WOOD JOIST SIDEWALL FLASHING ✓ TOP PLATE BLOC KING FOUNDATION - �, - �, � �. � �. — 2x4 LEDGER BLOCKING _ _ _ _ FINISH WALL AND MOISTURE 2x4 SOFFIT JOIST O BI ARRIER TO LAP FLASHING STAPPWG TO BE ATTACHED TO WALL STUDS X48"OC AIT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A - - FASCIA ~ AND ALL WINDOW/DOOR OPENING JACK STUDS BIETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA GUTTER MOORING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. � � `\ RESISTANT METALSHALL BE EMESHHWICORTH MOSH N- CONTIN. SCREENED VENT ^ '� OPENINGS OF /4 INCH IN DIMENSION. CONTIN. SOFFIT // EXT. PLYWOOD 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS PROVIDE HEMMED EDGE AT ON ALL OPENINGS '� FlASHING TO FORM CHANNEL I 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 G3AP TO PREVENT CAPILLARY CONNECT TO ACTION TION 4" - 6" RAFTER RT10 10-3/4" x 1$ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ON ALL OPENINGS / u OVER BEARING WALLS AND HEADERS INSTALL 4'0" O.C. ROOF VENTILATION / CONNECT TO 50FFITED EAVE DETAIL / 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,' NKEEP ROOFING NAILS OUT ON ALL OPENINGS / V ,' (OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE ' FLASHING 4 INCHES \ Q� RAFTER RIDGE CANS OF SAME BASE FLASHING WRAPS CORNERS, MATERIAL AS ROOFING O EXTENDS (UNDER SHINGLES AT NAILED TO SHEATHING SIDES 4 INCHES AND LAPS THROUGH VENT SHINGLES AT BASE MIN. 4 INCHES WOOD JOIST A� O ol TOP PLATE GIRDER/HEADER 0 N z ¢ SIDE WALL FLASHING WOOD JOIST C Z C 1ST. FLOOR WALL 5TAPPING TO BE ATTACHED TO WALL STUDS ®48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD 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 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 CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS INSTALL 4'0" O.C. " - 16 MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF 8PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD ON ALL OPENINGS 0 DBL. SILL PLATE I r--- SUBFLOOR N 0 TERMITE SHIELD WOOD JOISTS ai SILL GASKET , a LQ NEOPRENE ` GASKET ' 2x6 /2x8 CONTINUOUS WOOD PLATE CONC. SLAB BOLTED TO STEEL BEAM WITH r o F co TYP, CONC. FOUNDATION ( A 6 MIL. POLY ' - P ROOF EXTERIOR GRANULAR FILL , � � � �, 7 � � ` � 1/2 DIA. BOLTS C� 48" o.c, STAG. �" � w DAM P Vca 6MIL POLY ON EXTERIOR ' ^ `` 1 ' m s STEEL COLUMN = �` ' Np, �+ 'u V v ( ROOF JACK ,N� ` u u STEEL BEAM p CONC. SLAB ,, v �. 4" x 1/4" x 8" STEEL dp t A , .,_ , TOP AND BOTTOM PLATE COMPACT FILL � U p -d LAPS ROOFING FLASHING AT WITH 1/2" x 6' ANCHOR BOLT 0 p e • d ° S SIDES AND TOP � cV �' � � V � 1/2" GROUT KEYWAY FOOTING o A `� 4- A 44 CONC. FTG. 'p '6*4 C o USE WITH 3x3 SQUARE WASHERS W t 4 ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) I I i 3" STEEL COLUMN C, FOUNDATION 5/8" DIA. ANCHOR BOLT REINFORCING BAR ANCHOR BOLT CONNECTION t t ( 10 KIPS ) SUPPORTING MAXIMUM SPACING FLASHING LAPS DRAIN TILE ,� p ,� ROOFING AT BOTTOM 1 ' SILL PLATE TO FOUNDATION 1 STORY 72" OC CRAWL SPACE OR FOUNDATION TYPICAL BEAM DETAIL SILL PLATE TO FOUNDATION2 STORIES 36" OC STEEL BOTTOM BEARING W TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x'12" CONC. FTG. CRAWL SPACE OR FOUNDATION / ' WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION OC ROOF JACKS & VENTS DETAIL O V (SLAB-ON-GRADE) 1-2 STORIES 57" to t!1 ( I SUBFLOOR 4 INDOORFRAME N CONC. SLAB GARAGE JOIST [-y 6X6 10/10 WWM DOOR ' USE 2X8 STEEL BEAM COMPACT FILL Q ' I I FOR BLOCKOUT 4" SLAB ` W/ 6X6 WMM N, SLOPE U P.T. PLATE , �* t ° c' 4"DRIVEWAY --1,. NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR SPACE < 7 1 Y., .s ,4 • (WITH A NAILING PLATE IF NEEDED) Q,,+ � « ., TO BE APROX, 1 2" OR HIGHER THAN ` AT END AND '� ° s ° • ° ' STEEL BEAM TO ALLOW FOR SHRINKAGE ES OF WOOD - ' o D D e D 'a a (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) BEAMStl G ADE ' d `'=--q--=--%T--r--z , d , 4 e Q _ c'� L' I— � II ° Q • o,°QD° ,Q — — SUBFLOOR 6X6 W.W.M. ..a -� - -�a .• �,e o n O i 1=1 I TT' — • �`�-�,�NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM a .. III—I MIN. �o�D wt n D �� NOTCH EQUALS 1/4 DEPTH OF BEAM II C a•� D r. = o II=11 01ST �►= d REINFORCING BAR y, D A REINFORCING BAR a, I ��.^ 4° •�• STEEL BEAM e I d o p ;s SHEET METAL / 30# FELT UNDER BEAM AT POINT r`c I _ ' I I —► 11—t 1— i I I � DRAIN TILE �---' 0i OF CONTACT WITH CONCRETE OR CONC. BLOCK 12" c • 3„ PLATE (BOLTED TO � '� ,A Q^ SHIMS TO LEVEL BEAM ` THICKEN SLABS BENEATH BEARING WALLS AD COLUMNS. ? DRAWN: MH MS NB TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS REINFORCE FOOTING WITH (2) #4 REINFORCIONG BARS �ti, ,r. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT SCALE: 114"=1'-0" JOB#: BEAM POCKETAugust 10,2012 SHEET NUMBER: GS 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-7 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT SITE, ANY DISCREPANCIES BETWEEN THE DRAWI IN ' D SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB S{TE,INCLUDING BUILDING AND SITE CLEARANQCES 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 SHEETROCKWG AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS, MANUFACTURERS WARRANTY AN REVISIONS: WIND LOAD PATH CONNECT.10N AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. KING STUDS 4" DIA.MAXIMUM • CRIPPLE STUD CLIMATIC &GEOGRAPHIC DESIGN CRITERIA RAFTER •• GROUND WIND SEISMIC FROST WINTER ICESHIELD LEDGER SNOW SPEED DESIGN WEATHERINGLINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD • HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS RIDGE MODERATE SLIGHT TO 45 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - z RAFTER JACK STUDS M RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA.BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION I APPLICATION 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. Z STAIR RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD All fasteners, hangers and anchors to be galvinized or stainless steel. O ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT? TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. F--a Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 1-1/2"SPACE MINIMUM 3). Posts supporting girders shall be anchored to a minimum 24N24N12"thick concrete footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall W w • RAFTER be 3 ft.below grade. HANDRAILS • 4). Deck joists to have blocking at 8'0 o.c.. _t� 0 RAFTER ~ • 5).Flashing shall be installed between the building and ledger. Lapping up the sheathing yy U and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers `•gyp POST and nuts at 16"ox. 94 TOP PLATE •= 6).Concrete piers shall be a minimum 6"above grade. O TOP PLATE 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored h--a U BALUSTERS to girders). RIM/DECK JOIST o WALL STUD WALL STUD 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. n~ OPEN BALUSTER ATTACHED TO WALL ° 9). Use Simpson hangers and anchors with Z-MAX Cripple protective coating or equal ^ RAFTER TO PLATE/STUD CONNECTION for any contact with ACQ. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER T T PLATE POST-TO-DECK CONNECTION NAILING SCHEDULE SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN 4"-6" RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO EACH RAFTER CONNECT OVER USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD ROOF SHEATHING: PROVIDE AN EQUIVALENT GRIPPING SURFACE 8" -12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO EACH RAFTER JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING STRUCTURAL PANEL gd AS PER TABLE 3.8 WFCM-SBC 4"MAX. C!� 4 DIA. MAXIMUM GIRDER/HEADER 0 ROOF FRAMING: GIRDER/HEADER cNAIL NAIL JOINT DESCRIPTION CITY SPACING NOTES � a C 0 Z JOIST POST/COLUMN ° 0 ° RAFTER TO 8'WALL: 3-8d COMMONEACH TOE-NAIL 0 TOP PLATE 10 WALL: 4-8d COMMO RAFTER 0 Ln <� POST/COLUMN CEILING JOIST 8'WALL: 3-8d COMMONEACH crA A "' TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE NAIL N Z CEILING JOIST TO AS PER TABLE 3.7 EACH FACE ,rN-I o Z GIRDER/HEADER PARALLEL RAFTER WFCM-SBC LAP NAIL I100 CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE F••�i 00 OVER PARTITION WFCM-SBC LAP NAIL POST-TO-GIRDER/HEADER CONNECTION COLLAR TIE A5 PER TABLE 3.4 EACH FACE LOCATION USP NUMBER DESCRIPTION APPLICATION TO RAFTER WFCM-SBC END NAIL SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN BLOCKING EACH TOE 2 -Sd COMMON DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TO RAFTER END NAIL LOCATION USP NUMBERI DESCRIPTION APPLICATION HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN RIM BOARD 2 -16d COMMON EACH END JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST USE MIN. (2) 1/2 DIA. GALV. BOLTS WITH WASHERS AND NUTS TO RAFTER END NAIL 0 N 41 a\ STU WALL FRAMING: o y ° "�+ BEARING PLATE NAIL NAIL O JOINT DESCRIPTION NOTES � x o � GIRDER QTY. SPACING4. r ' ' TOP PLATE TO PER TOP PLATE 2-16d COMMON FOOT FACE NAIL 0 0 \ o WOOD JOIST TOP PLATES AT JOINTS FACE 4-16d COMMO INTERSECTIONS EA. SIDE NAIL STUD TO 24" FACE U) U ry •, 2-16d COMMONrn m I I CONCRETE PIER •'� STUD O.C. NAIL LEDGER GIRDER/HEADER I I �, HEADER TO 16"O.C. FACE 0 N v '.' HEADER 16d COMMON ALONG EDGES NAIL ° W WOOD JOIST WOOD JOIST " �� TOA OR BOTTOM 2- 16d COMMO PER 2x4 STUD END PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL • BOTTOM PLATE TO: PER DOUBLE 2x FLOOR JOIST, BAND JOIST, 2 - 16d COMMO FOOT FACE NAIL FLUSH JOISTS WITH HEADER/GIRDER I (MINIMUM) END JOIST OR BLOCKING WA CEILING JOIST TO BLDG CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2 DIA. BOLTS @16 OC WITH WASHERS THE PROPER STEEL CONNECTOR. I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERSU REQUIREDII TO ALLOW FOR SHRINKAGE. ROD II (2) BEAMS PAU44 OR WE44 POST BEAM ANCHOR APPLY TO EACH PIE U / ~ {3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE 0 U)FOR STU DECK FRAMING: f) FLASHING TUCKED UNDER 1 I JOINT DESCRIPTION NAIL NAIL NOTES TOP PIECE OF SIDING AND QTY. SPACING JOIST TO: PER TOE N LAPPED OVER FIRST CONTIN. THREADED ROD SILL,TOP PLATE OR GIRDER 4- 8d COMMO JOIST NAIL PIECE OF SIDING BELOW BRIDGING CNW COUPLER NUT TO JOIST 2-8d COMMON END NAIL , 1/2" DIA. LAG BOLTS W/WASHERS CONNECTED TO BLDG. @16"OC TO JOIST POST BLOCKING EACH TOE MINIMUM 2-Sd COMMON END NAIL tA WOOD JOIST END DISTANCE BLOCKING TO: EACH TOE SILL OR TOP PLATE 3-16d COMMON BLOCK NAIL 1:4 BLOCKINGLEDGER STRIP EACH FACE e - MINIM M gyp. 3-16d COMMO IN I FLOOR FRAMING I 5 "• •'e o�• o.a EN6 ANCE 12"x12"x12" V JOISTTO BEAM JOIST NAIL 2x JO ST t, ,, , ON LEDGER 3 - 8d COMMO PER TOE •' , .� .�' CONCRETE FOOTING ��a ?� TO BEAM JOIST NAIL WOOD GIRDER ' BLOCKING FOR v v BAND JOIST PER END BLOCK JO15T HANGER �' 3 16d COMMO . BOLTS T TO JOIST JOIST NAIL , LAG •p O HOLLOW COLUMN UPLIFT BAND JOIST TO: PER 2 16d COMMO TOE NAIL e rt 44 RIM JOIST/BD. ° SIMPSON STRONG TIE MODEL STRRI/2 SILL OR TOP PLATE FOOT _ 0 INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG. CONNECTION • SPLICED JOISTS OVER HEADER/GIRDER t:' DRAWN: MH/MS LOCATION USP NUMBER DESCRIPTION APPLICATIONM PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND 0 4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING x SCALE: 114"=1-0" `.�. , ' .1` JOB USE WITH RT10 TYDOWN ANCHORS #: DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING + August 10,2012 Q4 SHEET NUMBER: A�8 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT SITE, ANY DISCREINCLUDING BUILDING BETWEEN THE DRAWi NGS,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 517E 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: NAILING SCHEDULE NYS CODE: 2010 EDITION PIAN CONTENTS: WIND FRAMING NOTES , CJ,ENERAL 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 BUILDING HEIGHT (SEE PLANS) 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 TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) CEILING JOIST 8'WALL: 3-8d COMMON EACH 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: 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 inTO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 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 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 DESIGN CRITERIA TABLE 3.7 EACH FACE 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 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 asslembly 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 2 - 16d COMMON EACH END (LIVE LOADS PSF) 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 connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 4). The designer has not been engaged for construction supervision and assumes no p responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped underNAIL NAIL NOTES 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 steel straps are lapped under the JOINT DESCRIPTION QTY. _ SPACING EXPOSURE CATAGORY (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 TOP PLATE TO spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, 2 - 16d COMMONPER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION specific use expressed or implied in the use of these plans. W anchor bolts are to be spaced between 6-12 inches from the pend of a sill plate and all TOP PLATE FOOT SEE NOTE: l C) JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE [�-� Z 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4 - 16d COMMON � INTERSECTIONS 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 2 - 16d COMMON U 24" U 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 FIRE PROTECTION Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD O.C. NAIL o� HEADER TO 16" O.C. FACE SMOKE & CO2 DETECTORS) SEE FLOOR PLANS 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 16d COMMON ALONG EDGES NAIL 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 g TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION O U in table 3.15a-b. 8), Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6). TYPE 11 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 COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA ~ length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 7,2 Q 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD ,r-�, SNOW SPED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLUOR FRAMING: LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 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 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: 4 - 8d COMMON PER TOE I TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS:; SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). An new concrete walls being attached to existing concrete structure shall 2 - 8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE Any g g with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be installed with #5 re-bar, 18" long at ]2"' 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 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 9 CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAILQ) poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs )• 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.O.0 8d COMMON @ 12" O.C. anchored on top of the beam or slope connectors shalt be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD 6 maximum lifts (layers). 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 0 H „ " 3 - 16d COMMON 6), Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES D COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE DECK AN 7}. Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED IN SCHEDULE NOTES ONLY. O un Ln 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 galvinized or stainless steel. 3 - 16d COMMON 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, N Z Z BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used, 2). Girders far deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMO t�-�I °O J 8). Drainage as required by current N.Y.S. Residential Construction Code. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES into concrete with a minimum 1/2" dia x 7" Ion anchor bolt with washers and nuts. 2}. Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. g For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. NAIL NAIL 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION QTY, SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For 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. 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 NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD N otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACINGEE NOTES: 1, 3 ( BOTH FIELDS) m � ai U 4 EDGE ZONE 8d COMMON @ 6" O.C.OC8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD x Lr) h where needed. GYPSUM 7" O.C. EDGE 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12'" O.C. SEE NOTE: 3 �" ° ° :U WALLBOARD l0 O.C .. FIELD Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all tt 6). Concrete piers shall be a minimum 6" above grade. O v En tt openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: NOTES w V 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. Eaclh Joist shall also be anchored NAIL NAIL CJ openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 9 4 and blocking where applicable. QTY. SPACING .� ,� 8). Covered Roofs shall be assembled and anchored the sarme manner as a typical building. Ln STRUCTURAL gd COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall U 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE 6d COMMON PLYWOOD 6 O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with w 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubf. 1). All water supply, drainage and venting to be installed as Iper N.Y.S. Residential GYPSUM G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. �- Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. Sd COOLERS 71' O.C. EDGE on plans. WALLBOARD 10 O.0 . FIELD 3). For exterior panel siding, galvinized box nails shalt be permitted to be substituted for common nails. 2). Verify septic system with the Engineer for Suffolk Countyr Health Department approval. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o FLOOR SHEATHING: NOTE: other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installatioln for any plumbing related work, NAIL NAILN provide adequate bracing and plates to protect and secure lthe structure. Verify with the JOINT DESCRIPTION QTY. SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 8). Dormers running up roof rafters are to be supported by double rafters on either side state code and manufacture's recommendation for maximunn hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. O where applicable unless otherwise noted. 8d COMMO „ HVAC SYSTEM NOTES 1" OR LESS ]2 O.C. FIELD • 1j.PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9). Provide blocking/bridging in floor joists at 8'0 O.C.. Use solid blocking In floor jO15tS � N OTES 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. Q+ 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. o� ' 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF 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 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 dravving 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) zj 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. � Contractor and owner for final review and approval. p g g Fireblocking shall be provided in wood-frame construction in the following locations. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural ;" adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor 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 over subfloor as per manufacture's instructions. U. 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 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).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 2}• All electrical work shalt be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted drop ceilings and cove ceilings. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. t �� 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces ` .3 y 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 comply with current N.Y.S.Residential Code. 11 z_. 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 material over. flame and products of combustion. em 1 torch down type s' SCALE: 114"=1'-0" p 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. JOB#: 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to l gasket and co -r-tex termite shield or proved equal. August io,N>N be installed with a foam stl ga p P �� SHEET NUMBER: 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-9 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES 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 t of O PRIOR TO RECEIVING FINAL PAYMENT FROMOWN RS.