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CERTIFICATE OF OCCUPANCY No: 37419 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 300 Fiddler Ln, Greenport, 2/5/2015 Date: 2/5/2015 SCTM #: 473889 Sec/Block/Lot: 36.-2-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated pursuant to which Building Permit No. 38694 dated 3/3/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING WITH COVERED ENTRY, LANDINGS AND SECOND FLOOR BALCONY PER ZBA DECISION #6639 DATED 04-18-2013, AS APPLIED FOR The certificate is issued to Andreadis, Katherine (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 11-07-2014 R10-13-0051 12-31-2014 38694 10-07-2014 17 Mesla Plumbing Au o ' d Si ature Town of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 .L 631-765-1981 CERTIFICATE OF OCCUPANCY No: 37419 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 300 Fiddler Ln, Greenport, 2/5/2015 Date: 2/5/2015 SCTM #: 473889 Sec/Block/Lot: 36.-2-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated pursuant to which Building Permit No. 38694 dated 3/3/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING WITH COVERED ENTRY, LANDINGS AND SECOND FLOOR BALCONY PER ZBA DECISION #6639 DATED 04-18-2013, AS APPLIED FOR The certificate is issued to Andreadis, Katherine (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 11-07-2014 R10-13-0051 12-31-2014 38694 10-07-2014 17 Mesla Plumbing Au o ' d Si ature CERTIFICATE OF OCCUPANCY No: 37420 Date: THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: SCTM #: 473889 300 Fiddler Ln, Greenport, Sec/Block/Lot: 36.-2-10 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 2/5/2015 2/5/2015 Lot No. filed in this office dated 2/18/2014 pursuant to which Building Permit No. 38694 dated 3/3/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ACCESSORY IN -GROUND SWIMMING POOL PER ZBA DECISION #6639 DATED 04-18-2013, AS APPLIED FOR The certificate is issued to Andreadis, Katherine (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 38694 10-07-2014 12 Auth Si ature Town of Southold P.O. Box 1179 53095 Main Rd ►� Southold, New York 11971 631-765-1981 CERTIFICATE OF OCCUPANCY No: 37420 Date: THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: SCTM #: 473889 300 Fiddler Ln, Greenport, Sec/Block/Lot: 36.-2-10 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 2/5/2015 2/5/2015 Lot No. filed in this office dated 2/18/2014 pursuant to which Building Permit No. 38694 dated 3/3/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ACCESSORY IN -GROUND SWIMMING POOL PER ZBA DECISION #6639 DATED 04-18-2013, AS APPLIED FOR The certificate is issued to Andreadis, Katherine (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 38694 10-07-2014 12 Auth Si ature T`�;,'� '� TOWN OF SOUTHOLD v BUILDING DEPARTMENT { TOWN CLERK'S OFFICE } SOUTHOLD, NY =£A4 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 #: 38694 Date: 3/3/2014 Permission is hereby granted to: Andreadis, Katherine 15-01 145th PI Whitestone, NY 11357 To: Construction of a new single family dwelling and accessory in -ground swimming pool as applied for per ZBA and SCHD approvals. Two COs required. At premises located at: 300 Fiddler Ln, Gree SCTM # 473889 Sec/Block/Lot # 36.-2-10 Pursuant to application dated 2/18/2014 To expire on Fees 9/2/2015. and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION SWIMMING POOLS - IN -GROUND WITH FENCE ENCLOSURE CO - NEW DWELLING CO - SWIMMING POOL $1,169.60 $250.00 $50.00 $50.00 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3.Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from: architect or engineer responsible for the building. 6. Submit'Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I . Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: yam, (check one) Location of Property: .304 l-1 d a L � /2 � r/ w L House No. Street Hamlet Owner or Owners of Property: 4,477% l /� �c/iJ/2 0514V / f Suffolk County Tax Map No 1000, Section t0 Block ©2 Lot 'l d Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate - Fee Submitted: $ Underwriters Approval: Final Certificate: (check one) Applicant ig ture /!9d o Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: ?jam(a L.,� House No. Street Hamlet Owner or Owners of Property: _ C4 r ;Phe5 �,,0e. A a �l Suffolk County Tax Map No 1000, Section ,3 Block Lot 10 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Sign re Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roper.richert(a-_)town.southoId. ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Andreadis Address: 300 Fiddler La City: Greenport St: NY Zip: 11944 Building Permit #: 38694 Section: 36 Block: 2 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: STS Electric License No: 41857 -me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool X New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage Service 1 ph 200a Heat gas Duplec Recpt 42 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures Smoke Detectors 5 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures CO Detectors 3 Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture 4 Pumps Transformer Appliances F6]4 Dryer Recpt 1-20 Emergency Fixture Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures TVSS Other Equipment: 78 light fixtures, 4 -exhaust fans, 7 -paddle fans, 2-40a steam generators, 6 -ARC fa circuit breakers, IN GROUND SWIMMING POOL to include, bonding, 1 -control panel, 1 -pump, LED pool lights Notes: Inspector Signature: Date: Oct 7 2014 81 -Cert Electrical Compliance Form.xls f, 1 i t CERTIFICATION Date: /1Zz `/ y Building Permit No. 3 �� / I/Z Owner: 14h c4� s (Please print) Plumber: Jt'ksA '.r -t IA //c 66:p -a 5,e A (Please rint) J I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. -12D- Sworn to before me this day of ! ol-e fk-bl ; OF SOUI'yo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [!/J FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE C� % INSPECTOR J Of SOUryo � 6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INWECTION [ �FDATION 1ST [ ]ROUGH PLBG. [ FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) ( ]ELECTRICAL (FINAL) DATE � I INSPECTOR OF SO!/Tyo� N Q 1 tivv TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] F�ATION 1ST ] OUNDATIO D 1 FRAMING PiTRAPPIll ] FIREPLA E &CHIMNEY ] FIRE RESISTANT CONSTRUCT ] ELECTRICAL (ROUGH) ] CODE VIOLATION REMARKS: [ ] ROUGH PLUMBING [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] CAULKIi�� 1 DATE �/` 6 / � `r!�ISPECTOR OF SOpr�� cou�m,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N 4, 00, [ ]FOUNDATION IST [ ROUGH PLUMBING [ ] F TION 2ND [ ] INSULATION [ FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ) CAULKING REMARKS:ell �� LU�� ✓� 33 `� - mac. DATE INSPECTOR - 0 oF souryo co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT'ON [ ]FOUNDATION IST [ ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE A CHIMNEY [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Ale 46 - 46-�-4k DATE �� �� ��—INSPECTORa�Y�����"� SOUjy� o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ) FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE d, INSPECTORZ i .�5vt ��OF SO(/lyo I,yCO� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [] F NDATION 2ND [� FRAMING / STRAPPING [ ] FIREPLACE A CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] CODE VIOLAT"N REMARKS: ( ]GH PLUMBING [ INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] CAULKING JA_ _ vz DATE0 7 � y � INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] "ING / STRAPPING [ FIREPLACE A CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] CODE VIOLATION REMARKS: [ ]ROUGH PLUMBING [INSULATION [ ]FINAL C 1 FIRE SAFETY INSPECTION [ ]FIRE RESISTANT PENETRATION C 1 ELECTRICAL (FINAL) [ ]CAULKING ow 2A:90 K 4 n lit DATE D7 a� ` INSPECTOR pF SOUr,�o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1 ST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION REMARKS: [ ]ROUGH PLUMBING [ ]INSULATION [ ]FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) [ CAULKING DATE 101-7b INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION IST [ZFINAL PLBG. [ ]FOUNDATION 2ND [TION [ ]FRAMING /STRAPPING [ [ ]FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ] ELEC AL (FINAL) REMARKS: C�/�ht Cn °`s-a^n a� i DATE /0 2' l INSPECTOR 0 �O��pf SOUryo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1 ST ] FOUNDATION 2ND ] FRAMING / STRAPPING ] FIREPLACE A CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION REMARKS: [ ]ROUG LUMBING [ ] 1 ULATION [ FINAL C l FIRE SAFETY INSPECTION C ] FRE RESISTANT PENETRATION I 1 ELECTRICAL (FINAL) [ ]CAULKING DATE INSPECTOR i RCHITECT MARK SCHWARTZ & ASSOCIATES January 19, 2015 Southold Town Building Department P.O. Box 1179 Main Road Southold, New York 11971 Re: Andreadis property 300 Fiddler lane Greenport, New York Permit # 38694 (SCTM# 1000-36-02-10) To Whom This May Concern: 28495 Main Road • PO Box 933 • Cutchoguc, NY 11935 631.734.4185 1�cww.mksarchitcct.com I have been to the site and reviewed the framing headers at the Master Bedroom, the header at the top of stairs and the I Joists. I hereby certify, to the best of my knowledge, the framing specified has been completed as per plans and meets or exceeds NYS code requirements. We are submitting amended plans dated January 09, 2015 as part of this certification. Please call this office if you have any questions or require additional information. V M AIA =11, o ilk, '. TOWN -OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval PERMIT NO. ©,! � ± Examined ✓ _,20 Approved , 20�� Disapproved a/c Expiration , 20 / 7 FEB 18 2014 , Building Inspector Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Form Mail to: /r(q�2K > C t�/LE cl2 1 - Phone: �� y—• l� l APPLICATION FOR BUILDING PERMIT Date ®2 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, 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, age , architect, ngineer, general contractor, electrician, plumber or builder Narne of owner of premises 1` - AlYg/el.v (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 oil which �?00 r1n 9 House Number osed work will be done: Street County Tax Map No. 1000 Subdivision N10a/2 Section 6 Block d Filed Map No. Hamlet Z Lot l d Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy __VA C ,q 1i "7- b. Intended use and occupancy S-/ A) k// POaL- 3. Nature of work (check which applicable): New Building 1/ Addition Alteration Repair Removal Demolition Other Work POOC.- 47:S,5 P7" I C (Description) 4. Estimated Cost 5. Fee (To be paid on filing this application) 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. Dimensio s`of existing s ructu�t'�f any: Front Rear Height Number. of Stories Depth 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: Fron ear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ¢-d 12. Does proposed construction violate any zoning law, ordinance or regulation? YES" -,NO 13. Will lot be re -graded? YES NO X Will excess fill be removed from premises? YES NO 14. Names of Owner of premises dl 0AWY Address Phone No. %/ 7 Pa 7.��� 6 Name of Architect SC At c./ A✓Z,'r '2.._ Address Phone No _ 73 ¢ ¢ / :?J 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, SOUTIHOLD TOWN TRUSTEES & D.E.C. PERMITS MAYBE EQUIRED. 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. 1.8. Are there any covenants and restrictions with respect to this property?* YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OFfo SS: d� � Z Err�®i l being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the Agent, C6rg6rate Offiber, 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 th��Z� 20eA � _� day of rwP NotarySignature pplicant t;t�NNIE D. B{JNCH ` Notary Public, $tete of New York No. 01 MA185050 QuelMied In &dk* c County I Commission Expires April 14, 2j 1 TOWN OF SOUTH BUILDING DEPA NT TOWN HALL SOUTHOLD, NY 1 971 TEL: (631) 765-180 BLDG. DEPT. FAX: (631) 765-950 TOWN OF SOUTHOLD SoutholdTown.NorthFork.net PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans_ Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined 120 Single & Separate Storm -Water Assessment Form Contact: Approved 120 Mail to:��� Disapproved a/cA�_ /,&d /.3 % { Phone: 7-3 4 - 4-1(J p ,- Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT Date / 7 , 20 INSTRUCTIONS1 / a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, 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, lesse , agent, architect, ngineer, general contractor, electrician, plumber or builder Name of owner of premises �- /f T `6AZ /A)R_ ).1' (As on the t'ax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 300 11-71j;>0(eK House Number Street Hamlet County Tax Map No. 1000 Section 36 Block 0 Z Lot f 0 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 VA G4x,- b. Intended use and occupancy $ / N (� (�� �f r L y jQ,� S , G✓� /poo c Nature of work (check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work P©a (— (Description) 4. Estimated Cost If dwelling, number of dwelling units If garage, number of cars Fee (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 5..E sueu v 7. Dimensions o existing structures, if a Front Rear Depth Height Number of Stories N. 0 Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Dimensions of entire new construction: Front Rear Depth Height Number of Stories Size of lot: Front Rear. 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated J Depth 12. Does proposed construction violate any zoning law, ordinance or regulation? YES v*" NO Rear 13. Will lot be re -graded? YES NO r/ Will excess fill be removed from premises? YES ✓NO 14. Names of Owner of premises Alat?C4f,21Y Address Phone No. 9"17 e"O 7,? �'�6 Name of Architect Address Phone No "7.t 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 p� * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF �SUetpa6 Z► lex fcc� being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, N wo 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 this day of _ Notary Public 20 Signat f Applicant FORM NO. 3 NOTICE OF DISAPPROVAL DATE: January 22, 2013 TO: Mark Schwartz for Katherine Anreadis 28495 Main Road Cutchogue, NY 11935 Please take notice that your application dated January 17, 2013 For construction of a new single family dwelling, & accessory inground pool at Location of property 300 Fiddler Lane, Greenport County Tax Map No. 1000 — Section 36 Block 2 Lot 10 Is returned herewith and disapproved on the following grounds: The proposed construction 5,916 sqft corner lot is not permitted pursuant to Article XXIII Section 280-124 which states; "This section is intended to provide minimum standards forrg anting of a building permit for the principal buildings of lots which are recognized by the town under 280-9 are nonconforming & have not merged pursuant to 280-10." For lots less than 20,000 sq_ ft the required front yard setback is 35'ft. & rear yard setback is 35'ft The proposed dwelling will be setback 15' It. from Meadow Lane & 30' ft. from the rear lot line. Also the required lot coverage per Section 280-124 is 20%. Upon completion of the proposed inground swimming pool the lot coverage will be 21.5%. Note: The swimming pool is proposed 15'ft. from Meadow Lane. Authorized Signature I'V BOARD MEMBERS Leslie Kanes Weisman, Chairperson Gerard P. Goebringer George Horning Ken Schneider o�*OF SOUIyo ti O COUNTi http://southoldtown.northfork.net Southold Town Hall 53095 Main Road - P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD 1 Tel. (631) 765-1809 - Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF APRIL 18, 2013 ZBA FILE: 6639 NAME OF APPLICANT: Katherine Andreadis PROPERTY LOCATION: 300 Fiddler Lane (corner Meadow Lane) Greenport, NY. SCTM# 1000-3 6-2- 10 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: Subject property is a vacant lot containing 5,916 sq. ft. and is located in the R-40 zone. It has 70.00 feet of frontage oil Fiddler Lane, 114.54 feet of frontage on Meadow Lane, 42.19 feet on the eastern property line and 100.00 on the southern property line as shown on the survey dated December 17, 1997, last revised December 9, 1998 prepared by John T. Metzger, LS. BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and Article III Section 280-15 and the Building Inspector's January 22, 2013 Notice of Disapproval based on an application for building permit for construction of a new single family dwelling and accessory in -ground swimming pool: 1) less than the code required minimum front yard setback of 35 feet, 2) less than the code required minimum rear yard setback of 35 feet, 3) more than the code permitted maximum lot coverage of 20%, 4) accessory in -ground swimming pool proposed in a location other than the code required rear yard. RELIEF REQUESTED: The applicant requests variances to construct a new single family dwelling with a front yard setback of 15 feet (Meadow Lane) where the code requires 35 feet, 30 from the rear property line where the code requires 35 feet and lot coverage of 21.5% where the code permits a maximum of 20%. Additionally, the proposed in -ground swimming pool is shown at 15 feet from Meadow Lane where the code requires 35 feet. ADDITIONAL INFORMATION: The subject parcel is a legally existing lot and is the smallest one in this residential neighborhood. During the hearing, the applicant's agent was asked to bring the plan into more conformity with the code. The agent agreed to reduce the footprint of the propose new dwelling to achieve a greater front yard setback and conforming lot coverage. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 4, 2013 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and Page 2 of 3 — April 18, 2013 ZBA File46639 - Andreadis SCTM: 1000-36-2-10 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 267-b(3)(b)(2) Grant of alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Several homes in the neighborhood have reduced front yard setbacks. The agent for the applicant provided surveys of other properties with reduced setbacks and lot coverage variances that were granted by this Board. The majority of the lots in this neighborhood are non -conforming in size. Additionally, the property to the east has an accessory garage close to the shared property line, which will screen the pool from that neighbor and the applicant has agreed to provide evergreen screening along the property line on Meadow Lane. 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 applicant's property is located on a corner is non- conforming in size and would require variances anywhere the dwelling or accessory pool are placed. The applicant has agreed to reduce the size of the proposed house to a modest 24'X34' two story dwelling. 3. Town Law. 267-b(3)(b)(3) The variances requested herein are mathematically substantial, representing for the house; 51 % relief for the front yard setback, 9% relief for the rear yard setback from the code. Regarding the swimming pool, it represents 57% relief from the code. However, wherever the house or pool are proposed on this small lot with two front yards a variance will be required. The applicant has agreed to reduce the size of the house in order to reduce the front and rear yard setback and remove the lot coverage request. Additionally, the distance to the road from the applicant's property line is approximately 16 feet, which allows for the dwelling to be 33 feet from the edge of the pavement. 4. Town Law 4267-b(3)(b)(4) No specific evidence has been submitted to suggest that the variances requested in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new single family dwelling with accessory swimming pool 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 Goehringer, seconded by Member Weisman (Chairperson), and duly carried, to DENY as applied for, and GRANT ALTERNATIVE RELIEF as follows: the proposed single family dwelling will be reduced to a maximum footprint of 24'X34', with a front yard setback of 17 feet, a rear yard setback of 32.2 feet and lot coverage of 20%, as shown on the sheet labeled S-1 site plan dated April 12, 2013 prepared by Mark Schwartz, AIA. Subject to the following conditions: CONDITIONS: 1. Swimming pool to be constructed, with a drywell for de watering and mechanical system to be placed in a sound proof cabinet. 2. Evergreen landscape screening shall be planted at a minimum height of four (4) feet and continuously maintained, along Meadow Lane and the westerly property line so as to provide visual privacy for the proposed pool as shown on the site plan by Mark Schwartz dated April 12, 2013 Page 3 of 3 — April 18, 2013 ZBA File#6639 - Andreadis SCTM: 1000-36-2-10 3. The existing shed shall be removed from the subject property That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. 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), Goehringer, Horning, Schneider. This Resolution was duly adopted (4-0). , D' UV"' c Leslie Kanes Weisman Chairperson Approved for filing /�Z/2013 Scott A. Russell SUPERVISOR SOUTHOLD TOWN HALL - P. O. Box 1179 Telephone #: (631) - 765 -1560 MICHAEL.COLLINS@TOW N.SOUTHOLD.NY.US 4 James A. Richter, R.A. Michael M. Collins, P.E. 53095 Main Road - SOUTHOLD, NEW YORK 11971 Fax #: (631) - 765 - 9015 JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT) PLEASE NOTE: All Contact & Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) PROPERTY OWNER (If Different from Applicant) NAME: I v1 tj1Z K ZG 0 p,1,112 re_NAME: 4Awl t l: F2 iy 4&,Q 62 CA /S ADDRESS: PD BDy 9.33 ADDRESS: f �r-D ( e tci5 I C -rc- 4:g 6 or,-- kJ 4 QTS'724)5, Al y It S" 3 '7 Telephone Number: 73¢- 44? 5' Telephone Number: 21 7—AP 7—..388 4; Completed Applications can be picked up at the Engineering Department after being notified by the Department, or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5" x 11" Envelope & Appropriate Postage. DATE: OZ 1ml 14-- Property Address / Location of Construction Work: _ foo FIV OCiE12 �AWO Col "AJk!W/2 T - S C T M *: 1000 3 4 v2 lo District Section Block Lot Required Documents for Stormwater Review: Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F, when New Impervious Surfaces are created, and/or when existing Roof Systems, Driveways, Patios or other Impervious Surfaces are Re -Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors & Windows, Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. A Complete Description of the Scope of Work Proposed under the Building Permit Application. A Completed Stormwater Review Checklist. If No or NA are Indicated, Justification is Required. *** FOR BERING DEPARTMENT USE ONLY **** Reviewed By Date: prov ❑ A ditional Information Required: FORM " J W l,l' (-necK List - 1 US JAN 1U 14 CHAPTER 236 �os111FQ� STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST z DATE: © Z APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) O �Q 4* NAME: ltf,4)er-- �G tf c✓ �2T 1 S C T M *: 1000 ?? (/ o7— ( a Telephone Number. T? District Section Block Lot S M C P - Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided! 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST NA If You answered No or NA to any Item, Please Provide Justification Here! NO show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by § 236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics & Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. I— ,v a /,r %, A. w WSJ f. Existing & Proposed Contours of the Site Minimum z Intervals) 6 c- g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion & sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture, store, and infiltrate on-site the run-off from all impervious surfaces generated by a two (2") inch rainfall / storm event. 3. Details & Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g. catch basins, trench drains, etc.) d. Leaching Structures (e.g. infiltration basins, swales, etc.) FORM " J W l,l' (-necK List - 1 US JAN 1U 14 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 7g655--1802 roner.d er�oXI's'67agokny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: 4-6VC1^ c rS License No.: Address: - Z LkA 0IV / a Phone No.: , JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax -Map District: 1 uuu . Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: *Do- you need a Temp Certificate: Final Temp Information (if n eded) *Service Size: 1 Pha 3Phasq 100 150 (200.) 300 350 400 Other *New Service: Re -connect 119;P Number of Meters Change of Service rhead Additional Information: PAYMENT DUE WITH APPLICATION -4t5o.oa KZ.e c $5I3� 824Request for Inspection Form .4,1 A -. ;?Z 1 - _ ,1 TOWN OF SOUTHOLD -PROPERTY RECORD CARD M -.2s OWNER STREET 11 /.5 `VILLAGE - DIST. SUB. LOT FORMER OWNER c�uit-� 1ii_.1 Et u� t= N ' :" ��V ACR. UZOO S CFK JLRES.SEAS. TYPE OF BUILDING � � d VL. FARM COMM. CB. MIS . Mkt. V LAND IMP. TOTAL DATE REMARKS —` 36 Li c' �;Z 7 o ncrecned C h Cd,C� 4 O G. � _ f a / o 9 . r �N5 ar $ S -L 1 1.30 e o /�a j� S �a t'PCr(�l. S `� � 10�]- AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Acre Value Tillable 1 Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER C - t Brushland FRONTAGE ON ROAD House PIS ,.� v DEPTH `1 IQGJ BULKHEAD Total DOCK Date � Lf File # TOWN OF SOUTHOLD COMPLAINT REFERRAL FORM Location of Complaint:�� . (—re-" CTM # 36-- o -? ( o /1 Property Owner: Address: NATURE OF COMPLAINT: ACTION TAKEN: Optional: � ^,, Complainant: (�'��" `'��� By Phone Mail In Person Report Taken By: Date Z / / 7 Date Referred. to Code Enforcement: CODE ENFORCEMENT REPORT SITE INSPECTION REPORT/DATE: ACTIONIDATE: April 17, 2014 Mr. Fish Building Department of Southold P.O. Box 1179 Southold, NY 11971 Dear Mr. Fish, n APR 21 2014 Tr 3��a'la There is a new home being built on Meadow Lane in Greenport, NY 11944. The new foundation that has been built does not appear to coincide with the survey. Would appreciate you looking into the situation to make sure the builder is in compliance. Thank you, A concerned neighbor ANGELO S. NICOSIA PROFESSIONAL ENGINEER 42 HAYWARD AVENUE MOUNT SINAI, N.Y 11766 TEL: 631-928-2112 2)s(:�29� FAX: 631-928-2163 TO: Almas Construction Wading River N.Y. Attn: Nick Zoumas FROM: Angelo S. Nicosia P.E. SUBJECT: Andreadis House, 300 Fiddler Lane, Greenport N.Y. Living Room Door Header Change DATE: June 23, 2014 The C 10x20 steel channel that was specified on the drawings for the Living Room door header had been replaced with a flitch plate beam consisting of 2-1-1/211 x 10" DF #2 wood members with a .75" steel plate between them. Calculations, included with this letter, indicated that that header was not sufficient to carry the imposed loads. It is proposed to use a 2-13/4" x 11-7/8" LVL header to supplement the flitch beam. The LVL header is to be placed against the Flitch Bean header under the floor joists above and supported on at least 2- 2" x 4" jacks on each side. The jacks are to be posted to the foundation below. Encl: 3 sheets of calculations 7 2014 1 1 ('L S. N, co *r tj ¢ ur V 0 �0 0638�� AR0 ESSI0 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 November 3, 2014 oF SOUj�,o� ��4UNTY,� BUILDING DEP TOWN OF SO Almas Construction 263 Route 25A Wading River, New York 11792 RE: Andreas, 300 Fiddler Lane, Greenport NOTJ4 141Atiop-mquired for po alarm TO WHOM IT MAY CONCERN: Telephone (631) 765-1802 Fax(631)765-9502 ID I't>�ss door. i 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. t al urvey with Health Department Approval. �l Umb s So lder 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. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 38694-Z New Dwelling and Swimming Pool * 71 TOWN OF SOUTHOLD' PROPERTY RECORD CARD 111.4 OWNER STREET VILLAGE DIST. SUB. LOT FORMER OWNER , �° / © s N �. ,,, �,.- E III ACR. ' c4sfW, a,rvl I h F S S W TYPE OF BUILDING RES. SEAS. VL.3 /� FAM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE /101 REMARKS k allk 7 6 - A " 3 0— 4 � G �. i `. wok e �z. .1 ., i R �a►ac� �p 47l r. L .4c 7 D c— 9NGe ,w,, C rcnL�r �. -7 /z of—L /213 SS Zt�/°c..QC�I, AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Acre Value Tillable FRONTAGE ON WATER av 1 a Woodland FRONTAGE ON ROAD Meadowland i DEPTH _ C House Plot BULKHEAD Total DOCK 1111);., -,?s _� _ 9 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET �_� ` VILLAGE DISTRICT SUB. LOT —�-eellv _)OLIv76—wrnq� 1, I IND. r LAND FORMER OWNER N f� R f 6. " E I GLQ�a til l- �i J� ACREA(- .;66" 6 U REMARKS r i S W TYPE OF BUILDING Y` RES. a SEAS. ( VL. FARM COMM. I IND. I CB. MISC. LAND IMP. TOTAL DATE REMARKS r) o Y` S l -tke)- 466- b 4.4 � r 4w ©ch f % � \g 5 o Acre B L I G NDI I 3 �ooEL 2 4 a Value Per Acre Of ABOVE Value �cc l< �► �' 2' 2c�A- y P� 33 21 re gjCkceS 6 AGE i' a0NEW,BkcnNORMAL Farm Tillable 1 Tillable 2 Tillable, 3 Woodland Swampland Brushland House Plot Toto.!. r.. TITLE NO: F11-7404-80833-SUFF District: 1000 Section: 036.00 Block:02.00 Lot: 010.000 Town of Southold Southold, New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE COMPANY hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE COMPANY certifies that the above -captioned property has been in single and separate ownership by Rosemary Teresa Kelly and his/her predecessors in title since prior to 4/1/1957 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty -Five Thousands Dollars ($25,000.00) and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: January 26, 2011 FIDELIT)NATIONAL TITLE INSURANCE COMPANY SANDRA J. GOLESKI Sworn to before me this 26th day of January, 201(11-� /V 1 1' Notary Public ANN HILL Notary Public, State o'' New York NoSull 6t Quslifial inn SutColl: Counh' r^1 O Commission Ezpires Aug ist 29, TITLE NO. F11-7404-80883-SUFF 1 STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) Sandra J. Goleski, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM : 1000-036.00-02.00-010.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 4/01/1957. SUBJECT PREMISES: 1000-036.00-02.00-010.000 Samuel Levine and Edna A. Brown Liber 4100 cp 254 To Dated: 3/24/56 Emily Shivickas Recd: 4/19/56 Emily Shivickas Liber 6790 cp 143 To Dated: 8/08/70 Tryfon C. Tzifas and Lucas Caramintzos Recd: 8/13/70 Tryfon C. Tzifas and Lucas Caramintzos Liber 9407 cp 361 To Dated: 8/02/83 Lucas Caramintzos Recd: 8/17/83 Lucas Caramintzos Liber 9466 cp 124 To Dated: 10/31/83 John Papoutsidakis and Sophia Papoutsidakis, his wife Recd: 11/29/83 John Papoutsidakis and Sophia Papoutsidakis, his wife Liber 12136 cp 550 To Dated: 7/12/01 Rosemary Teresa Kelly Recd: 8/17/01 LAST DEED OF RECORD FIDELITY NATIONAL TITLE INSURANCE COMPANY SANDRA J. GOL KI Sworn to before me this 26th day of January,2011 C J�� . Notary Public ANN i- to oNew . Ycrk Notary p4ylic, SUte of . No. 303246`• � Q01irted in S August 29nl y(' commiss'son Expires PREMISES NORTH: MEADOW LANE PREMISES EAST: 1000-036.00-02.00-012.000 Samuel Levine and Edna A. Brown To Edward Ewert and Ethel Ewert, his wife Liber 3903 cp 255 Dated: 5/31/55 Rec'd: 6/09/55 No proof of death of Edward Ewert found in Suffolk County SurrogatesCourt. Ethel Ewert Liber 5743 cp 46 To Dated: 5/06/65 Louis Stubenrauch and Frances S. Stubenrauch, his wife Recd: 5/10/65 Louis Stubenrauch died a resident of Suffolk County on 11/06/65. Frances S. Stubenrauch To Konstantinos Georgulos and Angeliki Georgulos, his wife Konstantinos Georgulos and Angeliki Georgulos, his wife To Steve Andreadis, as to 50% interest and George Andreadis and Sateroulla Andreadis, as to 50% interest LAST DEED OF RECORD PREMISES SOUTH: 1000-036.00-02.00-009.000 Samuel Lewis To Edna A. Brown Sworn to before me this 26th dayofJanuary, 2011 Notary Public Liber 9257 cp 200 Dated: 10/15/82 Rec'd: 10/18/82 Liber 12130 cp 304 Dated: 6/15/01 Rec'd: 7/17/01 Liber 4184 cp 143 Dated: 9/10/56 Rec'd: 9/24/56 FIDELITY NATIONAL TITLE INSURANCE OMPANY SANDRA J. GOL SKI ANN HILL Notary Public, State of New York No.`_uf03 Quxliricc! in Saf%o14. County Comrr.?ssio-.E;rires"tugest:�. � 3 Edna A. Brown Liber 4664 cp 44 To Dated: 7/09/59 Rudolf Buynoch and Loretta Buynoch, his wife Recd: 7/24/59 No proof of death of Rudolf Buynack found in Suffolk County Surrogates Court. Loretta Buynoch, surviving tenant by the entirety Liber 11832 cp 889 To Dated: 5/14/97 John S. Kelly and Rosemary T. Kelly, his wife Recd: 5/29/97 LAST DEED OF RECORD PREMISES WEST: FIDDLER LANE FIDELITY NATIONAL TITLE INSURANCE COMPANY SANDRA J. GOL SKI Sworn to before me this 26th day of January, 2011 Notary Public ANN HILL Notary Public, State of New York No. 5032468 Qualified in Suffolk County / Commission Expires August 29,(/,� 4 I r a. scONs Zertt RIO -98-0082 r DWELLWG x wa %E74 , MEAp0W - r So• w , Pu /DE e LAE WATER /'V THE STREET 80.225p�E 6t 7 well 0 ANY AL TERA TION OR ADDITION TO TMIS SURVEY IS A VIOLATION OF SECTION 7209 OF ThE NEW YORK STATE EDUCATION LAW, EXCEPT AS PER SECTION 7209-S1A4L1VVk90N 2. ALL CERTiIFIC4 TIONS HEREON ARE VALD FOR TINS MAP AND COPIES THEREOF OHC. Y F SAD MAP OR COPES BEAR THE AWRESSED SEAL OF THE SURVEYOR N WHOSE SIGNATURE APPEARS hEREOM ADDITIONALLY TO CO OLY WITH SAD LAW THE TERM 'ALTERED BY' MUST BE USED BY ANY AND ALL SURVEYORS UTL/ZING A COPY OF ANOTHER SURVEYOR'S MAP. TERMS SUCH AS VVSPECTED' AND BROUGHT-TO,DA4 TE' ARE NOT N COWLANCE N97H TNIE LAW The locations of wells and cesspools shown hereon are from field observations € Ez and or from data obtained from others. ELEVATaa ARE REFERENCED TO AN ASSL#" DATUIL EC RA, �► J/Sr 54• /.p• — o_ 1 hsr. primp � � N �'•�/r. el 135 �� = 1 Pco � o, .► Nto W ?a f o ll 3 u.o DWELLING N W01F • J..& R- y k \ � well An"Cir- el g'oR el it el e/ 9.a ��� 9 f3.5 rao�e L'P !E 7.7' IE O.d «D.i 5T IE 88 IE 9:0 s• IE CI SeP�%� 51.•s f em Crossecf�on _ CER TIFIED TO, JOHN PAPOUTSIDAKIS AREA = 5,916 sq. f t. 100.00' l U MOUSE , 36 SF t5.8 POOL 336 SF 5.710/10 TEST HOLE T� c� 2 l . S °l o< C.P. ED = Prop e/cV CL. > /:- 1.51 e /.5• PALE sw BI, w� sane sw /5' l am famlllar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and wN ablde by the conditions set forth therein and on the permit to construct. SURVEY OF PROPERTY AT GREENPOFIT T TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-36- 02- 10 SCALE 1 "= 20' DEC. 17. 1997 OCT. 19, 1998 (revision J DEC. 9, 1998- ( crossecliion) P. 0. BOX 909 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 97-342 SCTM# 1000-36-02-10 MEADOW LANE PUBLIC WATER IN STREET SITE PLAN: SCALE: 1" = 20'-0' �q QED 2013 PPEA LS Bldg Dept Copy fro r BA Final revie e m ents ZBA File #vy Date: REVISIONS: ZBA SET 01/29/2013 0 N e M s a w �OM�I �.I y I� a a a w .a H AW g C7 DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB 4: April 12, 2013 SHEET NUMBER: S-1 SUF FO,T-K COi jiiti'TY .r)E?ARTM.�I'T ODF ,'iEALTH &ERVICES I'Fc�° aT"a `�.,"ISI d ?,'', •'.%'ik" -,ZTjCTI'*NFOR A f Foo t. uMUM C)F BFDRCIOMS EL.. 8.4 EXPIkL"S THREE YEARS FROM DATE OF APPROV i APPROVED IN ACCORDANCE WITH RrVtEW/D&TERWNATION,9A'1;6D TEST hMFEL - LP AT GREENPOR T 7.7 PROP. ►o r �/ DRIVE I 35.5' 'r HEREON ARE VALID FOR TI MAP AND COPIES THEREOF ONL Y IF IN 7z)p N SAID MAP OR COPIES BEAR THE WRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE DT. 5,17 APPEARS HEREON. MAY 6, 2013 (revisions) ADDITI"LLY TO COMPLY WITH SAID LAW THE TERM 'ALTERED BY' June 7, 2013 trevftk►i►si N JULY 24, 2013 (TEST HOL MUST BE USED BY ANY AIV ALL SURVEYORS UTLIZNVG A COPY OCT. 24, 2013 (REVISIONS) ch EL. 9.9 IDO_ TEST hMFEL - LP SCDHS Ref. # RIO -98-0082 AT GREENPOR T 7.7 PROP. ►o r �/ DRIVE I 35.5' SCDHS Ref. # RIO -98-0082 AT GREENPOR T ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION DWELL OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, EXCEPT AS PER SECTION 7209 -SUBDIVISION 2. ALL CERTAFICA TIONS r � 'WG (c -HS 'r HEREON ARE VALID FOR TI MAP AND COPIES THEREOF ONL Y IF IN 7z)p N SAID MAP OR COPIES BEAR THE WRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE DT. 5,17 APPEARS HEREON. MAY 6, 2013 (revisions) ADDITI"LLY TO COMPLY WITH SAID LAW THE TERM 'ALTERED BY' June 7, 2013 trevftk►i►si N JULY 24, 2013 (TEST HOL MUST BE USED BY ANY AIV ALL SURVEYORS UTLIZNVG A COPY OCT. 24, 2013 (REVISIONS) ch OF ANOTHER SURVEYOR'S MAP. TERMS SLCH AS 'NVSPECTED' AND IDO_ BROUGHT -TO -DATE' ARE IST AV COWLIANCE WITH THE LAW. w l The locations of welts and cesspools t 5p' W/DE A, v� ' shown hereon are from field observations - PUB LSC and or from data obtained from others. WATER /IVE ez. Therefore their locations and or existence TH sTR EET 1s not 911aronleed. N. YS.' LIC. NO. 496/8 ELEVA TIONS ARE REFERENCED TO AN ASSUMED DA TUAt 9.s 71� LP ►a, � � (o oe IE 7.7 (p , E 7.7 a 6Arr 1► ►a PROP. HOUSE MAX' 4 BEPR© �o -- FW. FLR. EL 13;5 T111i4 6.7 34' l —�L. EL a CE FE oAW r — a S. 84'50'50" W. DW€LUNG 14101FF AL it TR, 32. C , CAM l am fam111ar with the STANDARDS FOR APPROVAL 'ri1,u AND CONSTRUCTION OF SUBSURFACE SEWAGE �c o jr DISPOSAL SYSTEMS FOR SINGLE FAME Y RESIDENCES and wiN abide by the conditions set forth therein and on the 9d permit to construct. PROP. \ n � POOL p) Q 5. 100.00• C� C� �4jL SHEDCA -M a EL- 9.3 PROPOSED SEPTIC SYSTEM LOT COVERAGE 14 BEDROOMS MAXJ HOUSE 870 sq.1t. I - 1000 SAL. PRECAST SEPTIC TANK SHED 98 sq. ft. 3 - LPS 8'1 x 4' DEEP WITH 3' SAND 968 sq.11. COLLAR 3' ABOVE GROUND WATER CERTIFIED TO? 96815916 - 16.3% PL>wA^ g:NaYE JOHN,PAPOUTSIDAKIS SGnitar F'► '^::ren Mt to be installed RAIN RUNOFF � CONTAINMENT C.P. �' y`' HOUSE 870 s .ft. ��' under driveway. 870 x ! x 0.17 = 148 cu.ft. \ 148122.: - 6.6 VF % C.P. EL 0.5 PROVIDE 2 DWs 6'0 x 4' deep AREA = 5,916 SCi ft. 1I . PROP. ELEVATION TEST HOLE BY McDONALD GEOSCENCE 7j17113 ewowN o' Lo°,wr oc AL°WW PALE BROWN TO COARSF sAAV sw TE NAPALEE SWWN To cs� sw &w ►7' SURVEY OF PROPERTY AT GREENPOR T TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-36-02- 10 SCALE 1 ' = 20' W 1..: DT. 5,17 sCC MAY 6, 2013 (revisions) Kj June 7, 2013 trevftk►i►si N JULY 24, 2013 (TEST HOL F= OCT. 24, 2013 (REVISIONS) ch Lu LL LAND N. YS.' LIC. NO. 496/8 � tdECONIC S&R �fYORS, P.C. 6377 765 - 5020 FX (631-765-1797 P. U. BOX 909 fi• /230 TRAVELER STREET SOUTHOLD, N.Y. 1197/ 9 7_342' we)I SCDHS Ref. # RIO -98-0082 DWE<<W6 U ALM AN TEA l 4ANE PURL/CWA 7'&,?/1V THE S TREET % 1)I O^ 0 0 LU \ r -- :4 `Z /Oo. Q J S. 84'50'50" W. DWELLING N/O/F . J. =& R.- KELL Y 1 pU" WA TIR) PROPOSED SEPTIC SYSTEM ' (4 BEDROOMS MAXJ 1 - L000 GAL. PRECAST SEPTIC TANK 3 - LPS @'I x 4'DEV WITH 3' SAND COLLAR 3' ABOVE GROUNC WATER CERTIF/ED TO' JOHN ,PAPOU.TSIDAKIS AREA = 5,916 sq. ft. ANY AL TERA TION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, EXCEPT AS PER SECTION 7209 -SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONL Y IF N SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. ADDITIONALLY TO COMPLY W/TH SAID LAW THE TERM 'ALTERED BY' MUST BE USED BY ANY AND ALL SURVEYORS UTILIZWG A COPY OF ANOTHER SURVEYORS MAP. TERMS SUCH AS *RVSPECTED' AND BROUGHT -TO -DATE' ARE NOT AV COWL LANCE W1TH THE LAW. The loca/ions of wells and cesspools . shown hereon are fron► field observations and or from dala oblained from others. Therefore their locations and or existence is not guaranteed. F-LEVA TIONS ARE REFERENCED TO AN ASSL44ED DA TUMC l am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAM1L Y RESIDENCES and will ablde by the conditions set forth /herein and on the permit to construct. PROP k Pool 3 SURVEY OF PROPER T Y 1 o oj Cj A T GREENPORT TOWN OF SOUTHOLD tL.11.0 = SUFFOLK COUNTY, 1777 G ' V 1000 36 02 10 TE LOT COVERAGE HOUSE 870 sq.tt. SHED 98 sq.tt. 968 sq.ft. 968/5916 = 16.3%, 11 PROP. ELEVATION P ch1 e� FOP— SIZER M U)4r6K- SCALE: 1 201 � Pea r I�.v 21r�//� DEC. 17. 1997 SEPT. 5, 2012 MAY 6, 2013 (revlslons) June 7, 2013 irevklonsi JULY 24, 2013 NEST HOLE) OCT. 24, 2013 (REVISIONS; .. TEST HOLE vi EL -8.3 BY McDONALD GEOSOENCE 7j17113 BROWN � GAMY os• 3' 6r 17' �epF NEW Co T. MET- /%rte. s N M S. LIC. NO. 496/8 S&RfetYORS, P.C. '631) 765 - 5020 FX (631-765-1797 P. U. BOX 909 ,. 1230 TRAVELER STREET 97-342. �_ � ��• SOUTHOLD, N.Y. 1197/ 9 fei_Qo Lu Z Q o ui 0 h Q cc EL A9 MtADO141 50' 42PE J CMF S -*80,X25 pM E TEST MOLE o 9.3L �1 P ` ~ 1 /00' 4 LP SC'DHS Ref. # RIO -98-0082 DWCIuse OyG Pcftk- Wq LAIVE .3. MK LF' to- Aft DIY JE 7.7 x'7.7 BSA ne 1� 10, (E. 10' 7.7 ro r' 8.4 CONC. FOUNDATI 9 PROP. a T/FOUND. EL S RIVE, T e 9.5 9.7 f Q, ez o.(r -%ROL Pow ` tZ• 9 Q ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, EXCEPT AS PER SECTION 7209 -SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR TH1S MAP AND COPIES THEREOF ONLY IF N SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNG4 TURF APPEARS HEREON. ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM `ALTERED BY' MUST BE USED BY ANY AND ALL SURVEYORS UTILIZWG A COPY .'OF ANOTHER SURVEYOR'S MAP. TERMS SUCH AS WSPECTED' AND BROUGHT -TO -DA TE' ARE NOT MV COMPLIANCE*WITH THE LAW. The locations of wells and cesspools shown hereon are from field observations and or from data obtained from others. Therefore their locations and or ex1slence is not guaranteed. ELEVA TIONS ARE REFERENCED TO AN ASSUMED DATUK 1 am famlllar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FA MIL Y RESIDENCES and wN abide by the conditions set forth therein and on the permit to construct. PROP, � t� C� �P001: _ ' ► ° SUR VE Y OF PROPER T Y ,N IAC A T CREENPOR T -TOWN OF SOUTHOLD • P'ROP. d �'' WA TER L Z . � o.AW y yam- 7 i FNO. S. 84'50'50..' .W. WATER LINE 70 8E SLEEVED TO SCDHS PECS WELLING N/01F ( WATER) L Y 5'" _ SUFFOLK COUNTY, N. Y. fi. Ir.o 1000-36-02- 10 Ioo.00' TE PROPOSED PROPOSED SEPTIC SYSTEM � LOT COVERAGE (4 BEDROOMS MAXI HOUSE 870 sqA I - 1.000 SAL -PRECAST SEPTIC TANK SHED 88 sf�.ft. 3 - LPS 8'0 + 4' DEEP WITH 3' SAND 968 sq.ft. COLLAR 3' ABOVE GROUND, WATER CE'RTFIED TO' 968/5916 = 16.3% w JOHN IPAPOUTSIDAKIS z3 RAIN RUtkFF CONTAINMENT C.P. HOUSE 870 s •ft. 3m 870xI x 0.17 = 148 cuJt. C.P. 148142.2 = 3.5 VF PROVIVE I DW 64 x 4' deep AREA = 5,916 SC]. ft 11 s PROP. ELEVATION 4 / SCALE 1 ' _ 20' DEC. 17 1997 SEPT 5, 2012 MAY 6, 263 (revlslons) J June 7, 2013 (reVISlaWs) JULY 24, 2013 (TEST HOLE) { t 1 OCT. 24, 2013 (REVISIONS) TEST HOLE _ APRIL 25, 2014 (FOUNDATION) BY MWONIAL GEO • 7117/13 awww 01 SLY + _ °OW '.; 3.If FM TO g RALE a COARSE 0.5. Y.S. LIG NO. 49618 EL airwAM ECONIC S R YORS, P.C. �wN '631) 765 - 5020 FX (631-765-1797 cro P. U. BOX 909 AA0 sw 1230 TRAVELER STREET rr SOUTHOLD, N.Y. 11971 97-342. SCDHS REF. No. R10-98-0082 N W I J 3 EL 9.9 � a o; WELL C03 i LP3 :a n' .A 34.4 WATERSLEEVEDMETER W�5 --�—— FENCEEL OO•�,FE. STOCKADE 6. 584'5050"W PIPE FW. 8, ROSEMARY y> WELL i = ,)WELLING (;PUBLIC WATER) 631iE a ; .;.. .._ _ _.. U I (j EL 8.0 Uj EL 8.4 I Q I J C� � Z I J 3 EL 9.9 � a ... C� � Z Q ' J 3 J" 7 7 J m I � a AREA = 5,916 SQ. FT. ELEVA TIONS ARE REFERENCED TO AN ASSUMED DATUM ANY ALTERATION OR ADD171O1V TO THIS SURVEY IS A VIOLA AON OF SECTION 72O9OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBDIW901V 2. ALL CER71f7CA71O1VS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY 1F SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. PIPE FND. DWELL/NG ) MEA D 0 W ` ( 5 0. 1 S8�22,50"E g ,EST HOLE TIMBER WINDOW EL®9.3 OCGFE. O PROP. TANK LP2 LP1 Iffs QWELL k A�Co CHIM. ` TIMBER WINDOW ... WELL C03 i LP3 :a n' .A 34.4 L A N WIDE) E � EL. 8.5 4' HIGH METAL FE. 14.5¢ X—X—X--X--x--X --x PIPE / i \ FND. � DW i ®a.1� 8 paWpH EQUIP. 4 AT II .a41I - 2STY. _ I ... N 1- -- - FR. HOUSE R.C.A. R�WWA POOL - >8L TIMBER WINDOW u^n V . QWELL A�Co CHIM. c S,TpNE ... 17' GATE A P rn J PAHO WATERSLEEVEDMETER W�5 --�—— FENCEEL OO•�,FE. STOCKADE 6. 584'5050"W PIPE FW. 8, ROSEMARY KELLY Nip/F JOHN S• ,)WELLING (;PUBLIC WATER) ST LPI LP2 LP3 SEPTIC LOCA TION •A " "B" u^n V 1/'7.7 5' 18.5' 15.5' 29' 17' 41' 14.5' 28.5' EL ».0 FE. 8.1'N 0.6'W �t o0) L SURVEY OF PROPERTY A T GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NY 1000-36-02-10 SCALE 1 s--20' DECEMBER 17, 1997 NOVEMBER 5, 2014 The location of public water, wells and cesspools shown hereon •are from field observations and or from data obtained from others. 7EST HOLE DATA Mc"ALD GEOSCIENCE 07/17/13 EL 9.3' BROWN SANDY LOAM AL a5' PALE BROWN SILT ML 3' PALE BROWN FINE 70 COARSE SAND SW EL a5' a8' WA TER IN PALE BROWN RNE 70 COARSE SAND SW 15' NOTE.• WATER ENCOUNTERED B8' SUOW SURFACE Y. S LIG NO. 49618 U RS, P. C. 0 FAX (631) 765-1797 12J VELER STREET SOUTHOLD, N. Y. 11971 97 342 iP Project: Almas Greenport Door Header Location: As Designed Multi -Loaded Multi -Span Beam (2012 International Building Code(AISC 9th Ed ASD)] A36 C10x20 x 12.0 FT Section Adequate By: 25.4% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.28 IN U523 Dead Load 0.00 in Total Load 0.28 IN U515 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U360 REACTIONS A B Live Load 8253 Ib 6745 Ib Dead Load 120 Ib 120 Ib Total Load 8373 Ib 6865 Ib Bearing Length 1.00 in 1.00 in BEAM DATA Center Span Length 12 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft C10x20 - A36 Properties: Center Uniform Live Load Yield Stress: Fy = 36 ksi Modulus of Elasticity: E = 29000 ksi Depth: d = 10 in Web Thickness: tw = 0.38 in Flange Width: bf = 2.74 in Flange Thickness: tf = 0.44 in Distance to Web Toe of Fillet: k = 1 in Moment of Inertia About X -X Axis: lx= 78.9 in4 Section Modulus About X -X Axis: Sx = 15.8 in3 Design Properties per AISC 14th Edition Steel Manual: Flange Buckling Ratio: FBR = 3.14 Allowable Flange Buckling Ratio: AFBR = 10.83 Web Buckling Ratio: WBR = 26.39 Allowable Web Buckling Ratio: AWBR = 106.67 Controlling Unbraced Length: Lb = 0 ft Limit. Unbrcd. Length for Fb=0.66*Fy: Lc = 2.89 ft Limit. Unbrcd. Length for Fb=0.6*Fy w/ Cb: Lu = 5.53 ft Moment Gradient Bending Coefficient: Cb = 1 Allowable Bending Stress: Fb = 23.76 ksi Web Height to Thickness Ratio: h/tw = 24.08 Limit. Web Height -Thickness Ratio for Fv=0.4*Fy: h/tw-Limit = 63.33 Allowable Shear Stress: Fv = 14.4 ksi Controlling Moment: L 24946 ft -Ib 6.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 8373 Ib At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s Comparisons with required sections: Read Provided Moment of Inertia (deflection):Ino 78.9 in4 Moment: 24946 ft -Ib 31284 ft -Ib Shear: 83 Ib 545761E page Angelo S. Nicosia P.E. 42 Hayward Ave / ��....Mount Sinai, N.Y. 11766 � StruCalc Version 9.0.1.0 6/22/2014 4:49:30 PM UNIFORM LOADS Center Uniform Live Load 0 pif Uniform Dead Load 0 plf Beam Self Weight 20 pif Total Uniform Load 20 pif POINT LOADS - CENTER SPAN Load Number One Right Dead Load Live Load 1278 Ib 0 plf Dead Load 0 Ib 0 ft Location 8 ft Load End TRAPEZOIDAL LOADS Load Number - CENTER One SPAN Two Left Live Load 1385 pif 660 plf Left Dead Load 0 pif 0 pif Right Live Load 1385 pif 660 plf Right Dead Load 0 plf 0 plf Load Start 0 ft 8 ft Load End 8 ft 12 ft Load Length 8 ft 4 ft \�063875 2 FESS ION, �{ JUL -7 2014 Project: Almas Greenport Door Header Location: Header As Built Multi -Loaded Multi -Span Beam [2012 International Building Code(2012 NDS)] (1) 0.75 IN Steel Flitch Plate(s) x (2 ) 1.5 IN x 9.25 IN x 12.0 FT #2 - Douglas -Fir -Larch (North) Section Inadequate By: 36.2% Controlling Factor: Moment/ Depth Required 11.73 In. DEFLECTIONS Center Live Load 0.36 IN U400 Dead Load 0.01 in Total Load 0.37 IN U392 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U360 REACTIONS A_ B Live Load 8253 Ib 6745 Ib Dead Load 177 Ib 177 Ib Total Load 8430 Ib 6922 Ib Bearing Length 4.50 in 3.69 in BEAM DATA Center Span Length 12 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft Live Load Duration Factor 1.00 MATERIAL PROPERTIES #2 - Douglas -Fir -Larch (North) Base Values A 'us ed Bending Stress: Fb = 850 psi Fb' = 935 psi Cd=1.00 CF= 1.10 Shear Stress: Fv = 180 psi Fv' = 180 psi Cd=1.00 Modulus of Elasticity: E = 1600 ksi E'= 1600 ksi Comp. -L to Grain: Fc -1= 625 psi Fc - -i-' = 625 psi Controlling Moment. 25117 ft -Ib 6.0 Ft from left support of span n an) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 8430 Ib At left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 322.36 in3 236.63 in3 Area (Shear): 70.25 in2 153.49 in2 Moment of Inertia (deflection): 1006.31 in4 1094.43 in4 Moment: 25117 ft -Ib - 1843877b�14— Shear: 8430 lb 18419 lb page Angelo S. Nicosia P.E. M - 42 Hayward Ave _ Mount Sinai, N.Y. 11766 of �rT StruCalc Version 9.0.1.0 6/22/2014 4:53:06 PM UNIFORM LOADS Center Uniform Live Load 0 plf Uniform Dead Load 0 plf Beam Self Weight 30 plf Total Uniform Load 30 plf POINT LOADS - CENTER SPAN Load Number One Right Live Load Live Load 1278 Ib 660 plf Dead Load 0 Ib 0 plf Location 8 ft Load Start TRAPEZOIDAL LOADS - CENTER SPAN Load Number One Two Left Live Load 1385 plf 660 plf Left Dead Load 0 plf 0 plf Right Live Load 1385 plf 660 plf Right Dead Load 0 plf 0 plf Load Start 0 ft 8 ft Load End 8 ft 12 ft Load Length 8 ft 4 ft A m iD%l`i 4-16S CAAdkrtoAa( capoctiy rejocA. Flitch Design Requirements OF SNF Modular Ratio (E-stl/E-wood) n = 18.13 Transformed Section Width w -trans = 16.59 in Q y Allowable Steel Bending Stress Fb-st1= 21600 PSI Lmtd. Bending Stress for Transformed Section Fb-stl-lim = 1192 PSI t� Ctrl. Bending Stress for Wood TransformFb-cont = 935 PSI n• - W Plate Width to Thickness Ratio (d/w-plate) = 12.33 s W Lmtd. Width to Thickness Ratio for Fv=0.4'Fy AWSL = 63.33 �0 10. Tg t;�r Allowable Steel Shear Stress Fv-stl 14400 PSI A9 0638 �P Lmtd. Shear Stress for Wood Transform Fv-stl-lim = 794 PSI OFESS1001 Ctrl. Allowable Shear Stress for Wood Transform Fv-cont = 180 PSI Percentage of Load Carried by Steel Plate Steel% = 81.92 % -- - --- 2014 �� P Selection Conditions Data AMA,o,na( e, Attributes Actual Critical Status Ratio Values Adiustments Loads BeamChek v2011 licensed to: Angelo Nicosia Reg # 1194-67441 Section (W) Shear (inz) TL Defl (in) Date: 6/22/14 (2) 1-3/4x 11-7/8 1.9E TJ Microllam LVL 41.56 Lu = 0.0 Ft NDS 2005 60.12 19.11 0.60 Min Bearing Area R1= 5.8 int R2= 5.8 in (1.5) DL DO= <0.01 in. Beam Span 12.0 ft Reaction 1 LL 4284 # Reaction 2 LL 4284 # Beam Wt per ft 10.68 # Reaction 1 TL 4348 # Reaction 2 TL 4348 # Bm Wt Included IVIA10iiMaximum V 4348 # 1.00 Max Moment 13044# Max V (Reduced) 3631 # Ch Shear Stress TL Max DOTL Actual Defl L / 393 LL Max Defl L/360 LL Actual Defl L/402 1.00 Section (W) Shear (inz) TL Defl (in) LL Detl 82.26 41.56 0.37 0.36 60.12 19.11 0.60 0.40 OK OK OK OK 73% 46% 61% 90% Uniform LL: 714 Uniform TL: 714 =A Uniform Load A 0 0 R1 =4348 R2 =4348 SPAN =12 FT Uniform and partial uniform loads are lbs per lineal ft. Fb (psi) Fv (psi) E (psi x mil) Fc (psi) Reference Values 2600 285 1.9 750 Adjusted Values 2604 285 1.9 750 CF Size Factor 1.001 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft Uniform LL: 714 Uniform TL: 714 =A Uniform Load A 0 0 R1 =4348 R2 =4348 SPAN =12 FT Uniform and partial uniform loads are lbs per lineal ft. 'i 1 REScheck Software Version 4.5.0 _ Compliance Certificate"'.," 2014 ,I Project Energy Code: 2010 New York Energy Conservation -- Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 19% Climate Zone: 4 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Mark Schwartz, Architect P.O. Box 933 Cutchogue, NY 11935 631-734-4185 mksarchitect@optonline.net Compliance: Passes using UA trade-off Compliance: 1.0% Better Than Code Maximum UA: 299 Your UA: 296 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies Floor 1: All -Wood joist/Truss:Over Unconditioned Space 816 41.0 0.0 0.025 20 Wall 1: Wood Frame, 16" o.c. 1,044 15.0 0.0 0.077 62 Window 1: Wood Frame:Double Pane with Low -E 57 0.310 18 Window 2: Wood Frame:Double Pane with Low -E 48 0.300 14 Door 1: Solid 42 0.280 12 Door 2: Glass 93 0.320 30 Wali 2: Wood Frame, 16" o.c. 928 15.0 0.0 0.077 58 Window 3: Wood Frame:Double Pane with Low -E 110 0.310 34 Window 4: Wood Frame:Double Pane with Low -E 20 0.300 6 Door 3: Glass �a' 42 0.320 13 Ceiling 1: Flat Ceiling or Scissor Truss `` _ 25 30.0 0.0 0.035 1 Ceiling 2: Flat Ceiling or Scissor Truss 791 30.0 0.0 0.035 28 D7/o Project Title: llp. Report date: 07/07/1 Data filename: C:\Users\Drafting Station\Documents\REScheck\ANDREADIS.rck (!ti� Pagel of 2 L L (3) 9-1/2 k4L w/ (2) 5/8" STEEL - BLOCKING UNDER BEAM TOP OF WDW. PARTIAL SECTION SCALE: 3/4I = 1-0 (2) 16" ML (3) 9-1/2 ML w/ (2) 5/8" STEEL MASTER BEDROOM (3) 9-1/2 ML w/ (2) 5/8" STEEL ' TOP PLATES LOWERED AT DOOR TO JACK STUDS LOFT PARTIAL SECTION SCALE: 3/4" = V -O" r- - - - - - - - - - - - - - - - - - m ul m u, -------------------I--------------------- -------------� L— — — — — — — — — — — — — — — — — — J PARTIAL SECTION SCALE: 1/4" = 1'-0" 0 I N 3'-4" AW251 • TIL • BALCONY � I O `D o ' ) Co I v I, x�� 5-0" v a I 5/4X4 MAHOGANY DECKING OVER ACQ SLEEPERS, PITCHED 1/8":1'-0" AWAY FROM BLDG. INSTALL SLEEPERS OVER EPDM & 3/4" AC EXTERIOR SHEATHING. EPDM TO RUN UP SIDE WALLS 24". PROTECT WALL INTERSECTIONS, SHARP INTERSECTIONS AND PERIMETERS WITH LEAD -COATED COPER OVER EPDM. INSTALL AS PER MFGRS. INSTRUCTIONS. PROVIDE 4" PVC DRAINS TO CONNECT TO REMOTE DRYWELLS (TYPICAL) LOOR SCOTT ITG r 11 L MASTER BEDRO 4'-11/2' 4-1/4" PREFINISHED OAK FLOORING 12'-7" (3) 1-3/4X9 1/2 ML w/ (2) /8" STEEL PLAT LENOX NV401N/NVCD4t GAS FIREPLACE (VIP) FLUSH HEARTH (TILE) 10'-7C) r�>, �xin nFsr� Hna.I 34'-0" 10'-011 5'-6" _ 3'-4„ TW3046 TW3046 AW251 1L) GXtS UK. (2) 2X8 HDR. 14'-0" J Z74X91J27J[L-wr(2) 578"TTEEE P17ATE- (2) 2X8 6' I I 1 --- — FUj— `^ 1 - N 1 ITRAY 0-) ) ' CEILING LOFT I r BEDROOM No. 2 - BATH No. 4-1/4" PREFINISHED OR W W. HDR �^ ILE FLOOR i OAK FLOORING X TILE VAINSCOTI in CD4 IEDRAL\ 1 CAT 16 tI- - * ` ' ' 2ND. FLOOR PLAN. SCALE: 1/4" = 1' E S -}- PROJECT NORTH - @N 1). PLATE HEIGHT AT 8'-0". 2). EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16" O.C.. 3). EXTERIOR SHEATHING TO BE 1/2" THICK FIR CDX PLYWOOD. 4). PROVIDE 2 - 2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED. ALL OPENINGS OVER 3 FT. TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 5). ALL EXTERIOR OPENINGS TO HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 0 NOTE: TILE IN BATH ROOMS TO BE FLOOR TO CEILING 6). ALL MULLS ARE TO BE PROVIDED WITH 2 - 2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. 7). INSULATE ALL INTERIOR WALLS. 2X6 WALLS AT R19 AND 2X4 WALLS AT R13. EXTERIOR WALLS TO BE INSULATED WITH R21 POLY FOAM INSULATION. 8). INSULATE CEILINGS WITH R30 INSULATION. ALL CATHEDRAL SECTIONS TO BE PROVIDED WITH A 1" AIR SPACE BETWEEN ROOF SHEATHING AND INSULATION. ALSO PROVIDE 1-1/2" THICK FOAM INSULATION 1'-0" FROM EXTERIOR WALL PLATE INTO HOUSE ON CATHEDRAL ROOF PARTS. 9). ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2" SHEET ROCK. BATHS TO BE MOISTURE RESISTANT SHEETROCK. 10). INSTALL SMOKE AND CO DETECTORS PER CODE. f` FEB 3 2015i;_� rA tal aJi% Im 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 APF -ROYAL OF ALLI GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS I 'URER'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 o9 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS Ery 0 cV Q m H Jt w ' Z 00 U M 0 V1 r-1 a 0 °o H a w W z N Q c O 94 Qz J � � tY J c Z W LL W o�o DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB #: January 29, 2015 SHEET NUMBER: A-5 12'-7" --_6,------------9„-- - J Z74X91J27J[L-wr(2) 578"TTEEE P17ATE- , x W ' N 1 --- — FUj— `^ 1 N 1 ITRAY ' CEILING LOFT 9'-0” CLG. HT. - �- 4-1/4" PREFINISHED OAK FLOORING OR W W. HDR �^ (3) 2X10 UPSET BEAM o------- - -1 OZ o3�45t - - X ------- CD4 IEDRAL\ 1 CAT 16 tI- - * ` ' ' 20'-6�/2" / Ml 1_ /dY0_1/7 SAI F4T1D 111 1 , , 2ND. FLOOR PLAN. SCALE: 1/4" = 1' E S -}- PROJECT NORTH - @N 1). PLATE HEIGHT AT 8'-0". 2). EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16" O.C.. 3). EXTERIOR SHEATHING TO BE 1/2" THICK FIR CDX PLYWOOD. 4). PROVIDE 2 - 2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED. ALL OPENINGS OVER 3 FT. TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 5). ALL EXTERIOR OPENINGS TO HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 0 NOTE: TILE IN BATH ROOMS TO BE FLOOR TO CEILING 6). ALL MULLS ARE TO BE PROVIDED WITH 2 - 2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. 7). INSULATE ALL INTERIOR WALLS. 2X6 WALLS AT R19 AND 2X4 WALLS AT R13. EXTERIOR WALLS TO BE INSULATED WITH R21 POLY FOAM INSULATION. 8). INSULATE CEILINGS WITH R30 INSULATION. ALL CATHEDRAL SECTIONS TO BE PROVIDED WITH A 1" AIR SPACE BETWEEN ROOF SHEATHING AND INSULATION. ALSO PROVIDE 1-1/2" THICK FOAM INSULATION 1'-0" FROM EXTERIOR WALL PLATE INTO HOUSE ON CATHEDRAL ROOF PARTS. 9). ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2" SHEET ROCK. BATHS TO BE MOISTURE RESISTANT SHEETROCK. 10). INSTALL SMOKE AND CO DETECTORS PER CODE. f` FEB 3 2015i;_� rA tal aJi% Im 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 APF -ROYAL OF ALLI GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS I 'URER'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 o9 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS Ery 0 cV Q m H Jt w ' Z 00 U M 0 V1 r-1 a 0 °o H a w W z N Q c O 94 Qz J � � tY J c Z W LL W o�o DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB #: January 29, 2015 SHEET NUMBER: A-5 ROOF AREA: 1005 SQ. FT. AT 100% WATER RUNOFF: 168 CU. FT. PROVIDE (1) 8' DIA. X 4' DEEP DRYWELLS DRYWELLS CAPACITY: 169 CU. FT. STORM WATER MAN N.T.S. GUTTERS GUTTER SIZE ROOF AREA ROOF AREA (INCH) @ 1/16" SLOPE @ IIW SLOPE 3 340 480 4 720 102D 5 1250 1 1760 6 1920 2720 DOWNSPOUTS DIAMETER OF ROOF AREA ROOF AREA LEADER (IN) SQ. FT. GPM 2 IOBB 46 2-1/2 1974 82 3 1 3220 134 4 6920 288 GENERAL: DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING, CAUSE SURFICIAL FLOODING OF GROUNDWATER, OR INTERFERE WITH THE OPERATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION WILL NOT COMPACT THE SOILS BELOW THE DRY WELL. FINALLY, A DRY WELL SHOULD BE PROTECTED BY EASEMENT, DEED RESTRICTION, ORDINANCE, OR OTHER LEGAL MEASURES THAT PREVENT ITS NEGLECT, ADVERSE ALTERATION, AND REMOVAL THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. CONSTRUCTION: FOR DRY WELLS, PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. PRIOR TO ITS CONSTRUCTION, THE AREA TO BE USED FOR THE DRY WELL SHOULD BE CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS FROM COMPACTING THE SUBGRADE SOILS. DURING DRY WELL CONSTRUCTION, PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION AND SEDIMENT CONTAMINATION. ALL EXCAVATION SHOULD BE PERFORMED WITH THE LIGHTEST PRACTICAL EXCAVATION EQUIPMENT. ALL EXCAVATION EQUIPMENT SHOULD 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 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 AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES- SIMILARLY, USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED. WHERE UNAVOIDABLE, EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE SUBGRADE SOILS AT THE DRY WELL BOTTOM, WHICH SHOULD BE ESTABLISHED ONLY AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND DRAINAGE AREA STABILIZED - IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS STABILIZED, DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND SEDIMENT AWAY FROM THE DRY WELL. THESE DIVERSION MEASURES SHOULD NOT BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA IS COMPLETED AND THE DRAINAGE AREA STABILIZED - STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE COMPACTORS. A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. PRETREATMENT: AS WITH ALL OTHER BEST MANAGEMENT PRACTICES, PRETREATMENT CAN EXTEND THE FUNCTIONAL LIFE OF A DRY WELL. WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF RUNOFF POLLUTION, ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND ORGANIC MATTER AND, DURING SITE CONSTRUCTION, SEDIMENT AND DEBRIS. THEREFORE, ROOF GUTTER GUARDS AND / OR SUMPS OR TRAPS (EQUIPPED WITH CLEAN -OUTS) IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES THAT CAN ENTER THE DRY WELL. A ENT DETAILS DRAIN PIPE DRAIN PIPE DIAMETER 1/8" SLOPE GPM 1/4" SLOPE GPM 3 1644 68 2320 96 4 3760 156 5300 220 5 6680 278 9440 392 6 10700 444 15100 1 628 NOTES: 1). EXECUTION: A). DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2). PREPARATION: A). CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. 3. INSTALLATION: A). PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1). GUTTER TO BE PITCHED TOWARDS LEADER V TO 2" FOR EVERY 40' OF RUN. 2). SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a). COPPER / LEAD: FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. B). ALUMINUM: RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. 3). CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED. SEAL CONNECTION WATERTIGHT. 4). PROTECTION: A). PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B). TOUCH-UP, REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. DRY WELLS TO BE 10' MIN. AWAY FROM HOUSE ROOF PLAN SCALE: 1/4" = 1' S E PROJECT NORTH N F a PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN I 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 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. ROOF RAFTER CEILING 101ST TOP OF WDW. 6'-9" 1). INSTALL 2X6 DF#2 COLLAR TIES AT 48" O.C.. 2). APPLY 5/8" THICK FIR CDX SHEATHING OVER ROOF FRAME. 3). APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND DIRECTLY TO THE DECK ALONG EAVES. 4). USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. IN AREAS W/ 4:12 OR LESS ROOF PITCH USE ICE & WATER BARRIER UNDERLAYMENT. 5). ICE & WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS WITH ROOF AND SIDE WALLS (TYPICAL). 6). DO NOT INSTALL UNDERLAYMENT ON WET / DAMP PLYWOOD!!! SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY. COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS COMPLETE. 7). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. USE GALVANIZED (ZINC COATED) ROOFING NAILS, 11 - 12 GAUGE WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE. NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. _SUBFASCIA OGEE GUTTER I (TYPICAL) Z?c4 BLKG. V NT BEAD 8D. 7-1/4" FASCIA (TYP.) SOFFIT I 16" OVERHANG (TYPICAL) J SOFFIT DETAIL SCALE: 3/4" = V-0" M' 0 kT, rA IN'. IF) I J11 - KNINI il GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL 15E RESPONSIBLE FOR ALL BUILDING DEPARTMENT NSPECTIONS 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 0 0 fV o � \'' N } c� U u o� fi 0 G. V 1 O a a ^ w F--1 0 W V1 W 0 o W/ O Z Z W0 QZ W t� LL W O O DRAWN: MH / MS SCALE: I /4"=I'-0" JOB #: Januaiy 29, 2015 SHEET NUMBER: PrlR 0 ifLDAIS' V0,iED SIDE SECTION DATE: 3L B.P. ,i - MBBU �� (' NTS NOTE LD,NC D'EPART�� ENT AT 765-1802_ 8 AM TO 4 FN F ;R, THE _ �'� 1�- ' ".-�-i ; ,mss (DC nES OF FOLLOWNING 1NSPECTJOINl : NEW Y:),-,►; LQ TOWN CODES1. FOUNDATION - TkVO REQUIRED AS REQUIRED �1►�.'�' OONDITIONS OF FOP,POURED CONCRE T E; MARBLE DUST—�► c 2. ROUGH - FRAMING & PLUNIEING - �—�. SrJI.`` ,'n'_D 3. INSULATION;e 4. FINAL - CONSTRUCTIOFI I„9UST `LH. !41 a �,,11.RD BE COMPLETE: FOR C.O. .� a _..Y. c^L"ur � ;: , ALL COP REQUIRE YORK S1 DESIGN c r PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING DO NOT PROCEED WITH FRA!"'JING UNTIL SURVEY OF FOUNDATION LOCATION HAS KcN APPROVED. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY RETAIN STORM WATER RUNOFF PURSUANT TO CI-IAPTER 236 OF THE TOWN CODE. NTS PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAINCONTRACTOR 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 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. I 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. 17'-8's END SECTION- NTS 0 co 19 MORTAR \ \, 6" TILE BAND—►! . (WATER)' _ �A MARBLE DUST—�► c c i ` a #4 STEEL REBAR (VERTICAL) 4© 10” OC (5"OC FOR DEPTHS ! I EXCEEDING 5 FEET) I i! #4 STEEL REBAR �. (HORIZONTAL) x w V) 10" OC ot>,o Ir U s 12" TO 36" RADIUS — G (VARIES) 3500 psi CONCRETE o !!i2 -_: 8" (MIN.) pj. a G n A I;I Iii ;__: Ii ��.,I_ •;1 {Q1JIv1Pl4TEl�CA1tl I !�IIIITi ' !I'll=;'-lilillil'_-- ;1111!!1 WALL SECTION- N.T.S. NOTES: SWIMING POOL TO BE EXCAVATED ONE FOOT OVER DESIGN SPECIFICATIONS AND SOIL TO BE LEFT ON PROPERTY. SOIL TO BE STOCKPILED OR RUFF GRADED (AS PER OWNER) ON THE DAY OF EXCAVATION ONLY UNLESS SOIL IS TO BE CARTED AWAY. SWIMING POOL STRUCTURE TO INCLUDE A MATT OF 3/8" STEEL REBAR TIED, 10" ON CENTER FOR WALLS AND FLOOR, 5" ON CENTER FOR ALL TRANSITION BREAKS AND BOND BEAM. THE POOL SHELL TO BE MADE OF 1-4 DRY GROUT GUNITE MIX SHOT INTO THE STEEL CAGE AT A THICKNESS OF NO LESS THAN 12" ON THE TOP EDGE OF THE POOL (BOND BEAM) AND NO LESS THAN 8" ON THE WALLS AND FLOOR. INTERIOR FINISH OF POOL TO BE "PEBBLE TECH" DURABLE FINISH. COLORS AS PER OWNER. GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNER5 FOR APPROVAL OF ALL ! GENERAL CONTRACTOR 54ALL B£ RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS ROUGH ELECTRIC, PLUMBING, AMC) HVAC PRIOR TO INSULATING AND SNEETROCIGING AND SHALL SECURE THE C or 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 00 4© 0 N a -N Ia M m x w V) ot>,o Ir U s O o TW V 1 o 9L. O a� Zz Q w n O • r:.l J z w u LL w CDM DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB At: January 31, 2014 SHEET NUMBER: SII® PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK � C4F EAST ELEVATION SCALE: 1/4" = V 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 M 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 I £ FETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS 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 C e 0 N d O s TW V 1 � ® Q z xo o> � o Qa w w P4 O zZ Q w 0 � • c J �w W LL W C) O (� M DRAWN: MH / MS SCALE: 1/4"=I'-O" JOB 4: January 31, 2014 SHEET NUMBER: ;- REScher Softw lre Version 4.5.0 IV I Compliance Certificate - 3' Cod=- 2010 New York Energy C,-4menr ebur" iscatia•,: 5uffalk Can,", New York Ceu+stre.cl5vrl Tgpe: Single-family '-7 re) ProjectTYRt= flefsCOnStraeti®n N m Conxty orwd l6or Area: 0 ftZ ` QtZ Z W vaa-,g Amm 19% _ 00 C&matt Zone: d fermi nate: U 4 Penrut Number. Con-shvCtion Site: Dn'sfer/Age•tt: L +gr2er/ .rtrr aCtr+r koz #lark 5clrwarm Ancfnitect P.O. Box 933 C MC+. ; ue, NY 11915 trsicsarlclsit 'r,c.r,et '272' <', �.<. ....-,.,r.. '„�.•�"",..,;�,.a",....: tmr«„'a,Kx: '!_�Y B.rtSel' Ttl�rr todr �xLrs�+,r,t SCk.. 293 tile:: , ,.._ ..�. shr t i#v,ev •-wxan she, cad• r M...R.e,w Lm, �. cn +a.+.ner,t,� fiwr� im B.a+.dm, �dl, tr.3a.i'; . . a0e3 avP r"evsde t,s lave-.rtad t,,,,si vat as asrt.r.4lvt.n.+rne,imsn..eudlu t,vmc. Envelope Asset blies - ' , .f"^ - - � �� - 5 'i°iT'•Yi�i,A `jM E.I'' 'id' rt .1 ' Ft4ori,BJC9Yaod s..t;Tnssstiecri3r,cendit,aredSpace` 815 W.0iJ.l! 4#.3I33 27 Wan 1. yfeed Fnarne. l5" o.C- 1,0444 21.0 0.0 0.057 AS Window I: Wood Frame.DoAle Pant wftf+ Lowr 57 0.314 is Vr-dow 2 _ Wood Pant wkh La.I; 48 0.300 14 Door l: Solid 42 0.290 12 Door 2: Glass 93 0..320 iii 'Nall 2: Waal Frm r,e,1S' n c. 528 21.0 ab i3.0s7 93 Y%dors 3:. Wood Freme:t le Tarns w?if; Lawr= 110 4.914 34 Wimdow 4: Wrcmd Frarvte ikrcdfk ,game with Low -E 20 03m 5 Dow 3:06=5 42 0320 13 Cethng I: Vat Cem"q orScis-,�risu= 25 30.0 0.0 0.035 1 C:eifing 2: ;fat Ceiling or xssarTnrss 791 30-0 0.0 0-M 2E rropct 1 tue: Report date: 0113 In, Data ftkenarree C_AU-r!ADraftirsg Stag'SL0CumelI'r.1€EStime&I,E A S.rek Page 1 of 2' 341-0" 4'-0" 5'-6„ 24'-6" ----- IV p. �, • �v O v• a pd . -•o• �a �'pd . � v� i • p• I � D � p - 14 —1 ' v VERIFY STAIR WELL I 0 IN FIELD PRIOR TO ,o • ~ n �' - CONSTRUCTION. j • .L • p + e , � • � I t 0 • � + , , I 40 4 ---c"�•p I ----------------- a °+ I - --------a Ao4.o �,.- -- -- ---- ---- - -- o. o• . v °a Q. v� - - ----3 0- ---- - - d pa d • o • d 'p d . n .- d �d , " v •I 0• �' o _ v 0• s �. +1 0• -------�------ -- - - ---- ------ -------- -- --- ------ - - - - -- ----- -------De' d-- ------ ___ _ •tee • [FLUSH HEARTH] _ ; r� 7/8 ML_ PUMP '� -.t PROFROMDRAIN PAN ' ' - / r UN R WASHER - I ' Z as CO MECHANICA J BATH No. 40 cy1 �i z � I CO _ LU I ' ROOM ILE FLOOR 11, LNDRY i� - � TILE7comf\l •-- ---- - - _ DO 90-4 5 5'— 10 4 r m , 01 C1 2'-6- %6" '-6^ 6 ' • 3 + 1 , 5X5XI/4 STEEL COLUMN , ,0 48"X48"X12" CONC FTG. ' REINFORCED WITH 1 , •+V _ - _ _ _ _ _ - - (4) #5 REBAR e.w. 1 , i c ----=- 9'-41A" 9'-5" 13'-63/4" 12"dia. CONC. PIER J + • C° 24"X24"X12" CONC. FFG. a' D �' ' l , • , T BELOW GRADE r4 ' ' • ' 1 ! •� I 2X8 ACQ N , 4 (3j /4X11 -7/E ML (2) 5/8" STEEL PLAT . (3) 1-3/4X11-7/8 ML w/ (2) 5/8" STEEL PLATE (3) 1-3/4X11-7/8 ML w/ (2) 5/8" STEEL_PLATE Q 16'OC FL H GIRDER ^ m���LUSH GIRDER �I ^ FCL' lei GIRDER T �, _ , • -'- - - _ _ ----- �1� i 4 —4 X' X r w --- - - D D• d d xjr, � °° � ------ ; 1Wt, ce I f >•u > ----1- , O > Ln �-� d -I------------ LLJ= Ory O,0 - -- - 1'4 '- �a w a10 Ob I cY z tr, i Q 1� STEEL LALLY COLUMN rl _ oI� 0 -- -- a O w! 24"X24"X12" i a , . V V N. N r CONC. FTG. (TYP\\) 1-3/4X11-7/8 ML FLUSH BEAM Ty,� _ 1 _ _ _ ' _ • O r ' 61/4'1 'D ' , „ ' s 8 81/4 - 4 8'-1" a_ , '10/4' c�,REINFORCED w/ (4) #5 VERT. REBAR tl --------------�f V:�--ON36"WI(>EX-IYCONC..FTG.. U'----REINFORCEDw/(3)#5REBAR e.wd -• p OQ p °• I i • O .� . A O .D Jp • o• t ------------S1Y45------ ------------------------ - --------------------- ----------------------- 0) T CLEARANCEIz"dia. CONC. PIER ' 0 r MIN" 124"X24"X12" CONC. FTG. 2X8 ACO , 1 Y BELOW GRADE @16"OC 1 PROVIDE SEPERATE BID - - - - .a +,17 ' ' , , , NOTE: FOR FUTURE HEAT AND 1 C62)Z TILE IN BATH ROOMS TO AC IN BASEMENT X8 ACQ GIRDER 1 1 BE FLOOR TO CEILING 2X6 ACQ SILL PLATE , _------------ -• COPPER COATED TERMITE SHIELD • + - - - • . _ _ _ + 1 SILL SEAL D61I 14'-4" 5' 4„ 14'-4„ #5 REBAR 12" +/- MIN. ANCHOR BOLT (VIE) -------- --------- (SEE ANCHOR BOLT DETAIL) eC=V • 6'-2" 10. " "Qil GRADE TO SLOPE 27-1 O" POURED CONCRETE AWAY FROM BLDG. " FOUNDATION WALLA ASPHALTUM DAMPROOFING �`+ v MEMBRANE TO GRADE M AT OF SLAB A r 4" THICK - No CONCRETE• _ ir= 111=111=_ ii= 111=111 COARSE- -111 COMPACTED CLEAN FILL 24" PROVIDE 2X4 KEY FOUNDATIONPIAN SCALE: 1/4" = 1' 12" 3" ' S #5 REBAR E W PROJ ECT I V ODTH N i FOUNDATION WALL SECTION I 10- THICK PO ED CONCRETE FOUNDATION, 3000 psi. HEIGHT AT 7-0". VERIFY 4). PROVIDE 2 - 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED. SILL PLATES GUT OP OF FOUNDATION FROM GRADE IN FIELD WITH OWNER. ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED A WITH A BITUMINOUS FIBERGLASS SILL GASKET. COATING. 5). PROVIDE 5/8" DIA. ANCHOR BOLTS AT Y-0" O.C. AND W/I 1'-0" OF CORNERS, 2). FOUNDATION TO HAVE 24"X12" CONCRETE (2X4) KEYWAY FOOTING, INTERSECTIONS AND SPLICED JOINTS. ANCHOR BOLTS ARE TO HAVE A FOOTINGS TO HAVE 3 - #5 CONTINUOUS RE -BAR. ALL FOOTINGS TO REST ON MINIMUM 7" IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT ARE TO UNDISTURBED SOIL (MINIMUM 3000# CAPACITY). BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. 3). FOUNDATION SLAB TO BE 4" THICK, 3000psi CONCRETE ON COMPACTED FILL. 6). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. PROVIDE INSTALL 1/2" EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING BLOCKING AT V-0" O.C. AND MIDSPAN. WALLS. COLUMNS MUST ALSO BE BLOCKED OUT AND 150LATED FROM THE REST OF THE SLAB. THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE 7). SMOKE AND CO DETECTOR TO BE INSTALLED PER CODE. " AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL JOINTS. CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THEC THICKNESS OF THE SLAB IN DEPTH. MAXIMUM JOINT SPACING SHOULD EQUAL SLAB WIDTH. MAXIMUM JOINT SPACING FOR 4 -INCH THICK SLAB IS TO BE NO e MORE THAN 16 FEET. ' p #d ,d 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 1 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 COMMENCEMENTCONTRACTOR O CONTINUATION OF WORK .s VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS 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 I 0 N W ® z 0 � O O Q P-4 P404 a 4.4 `i W } Z z J W J d 0 Z LL W C) it o cD M DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB #: January 31, 2014 SHEET NUMBER: 01-IRW"'i '-7 re) N m � st ` QtZ Z W _ 00 U 4 koz W ® z 0 � O O Q P-4 P404 a 4.4 `i W } Z z J W J d 0 Z LL W C) it o cD M DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB #: January 31, 2014 SHEET NUMBER: 01-IRW"'i {W"C SnTEu, R>J"nlff PLUMBING SCHEMATIC N.T.S. AID STAINLESS STEEL OR GALVANIZED WOOD SCREWS W'/ WASHERS @ 12" O.C. >z'oG 2X4 DFx2 STUDS - 2anc i/7" APA RATED SHEATHING CRDADC PLYWOD (ALTERNATIVNE: 7/16' O.S.B.) WINDOWSILL TYPICAL WINDOW OPENING (LESS THAN 4'-0X8'-0" OPENING) F1 1 I 1 I I DW 1 O O t 1 1 1 1 1/Y APA RATED SHEATHING c,RADE PLw�OOD 1 1 ( Y ( (ALTERNATIVIVE. 7AW O.S.B.) 1 :I 1 I _ 1 1 1 0! u 1 I if 1 14 1JJ ' / 1 li N ' t ----- ENTRY u No. 1 rr)D STAINLESS STEEL OR GALVANIZED WOOD SCII12" IV' VL'/ •OAK 1 � 1 1 1 1 WASHER$ @ O.L -------- PREFINISHED T E FLOOR4-1/4" OAKFLOORING SHE i TIL IN -------- 2 -4"RED OAK TREAD '' ' PAINTED RISERS if TYPICAL DOOR OPENING (LESS THAN 41-0X8'-0" OPENING) >z'oG 2X4 DFx2 STUDS - 2anc i/7" APA RATED SHEATHING CRDADC PLYWOD (ALTERNATIVNE: 7/16' O.S.B.) WINDOWSILL TYPICAL WINDOW OPENING (LESS THAN 4'-0X8'-0" OPENING) F1 1 MULTIPLE PLYWOOD ASSEMBLIFS 2 -2X4 DF92 STUDS CONNECTED TOGETHFR WISH STAINLESS STEEL OR GALVINIZED BOLTS W/ WASHERS AND NUTS @ T -D' O.C. TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-0X8'-0" OPENING) 9 APA PLYWOOD THING O CV Do I LCA I LO 1 I 1 I I DW 1 O O t 1 1 1 1 1 1 1 1 1 ^t 1 1 :I 1 I _ 1 1 1 0! u 1 I 1 1 14 1JJ ' / 1 li N ' t ----- ENTRY u No. 1 •OAK 1 � 1 1 1 1 -------- PREFINISHED ' T E FLOOR4-1/4" OAKFLOORING SHE i TIL IN -------- 2 -4"RED OAK TREAD '' ' PAINTED RISERS ORt U I 1 1 1 AS WWAS TOW: 1 MULTIPLE PLYWOOD ASSEMBLIFS 2 -2X4 DF92 STUDS CONNECTED TOGETHFR WISH STAINLESS STEEL OR GALVINIZED BOLTS W/ WASHERS AND NUTS @ T -D' O.C. TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-0X8'-0" OPENING) 9 APA PLYWOOD THING O CV Do I LCA I LO 17'-63/4" CULTURED STONE y j 42" OPNG FP 3X3X1/B FLUSH HEARTH ' EEL POST I I W I d Q~Q W 7 WLU W LIVING ROOM N 4-1/4" PREFINISHED ■ o OAK FLOORING co I N X X O 1 1 N 1 DBL. 7-1/4 ML @16"OC ' 3X3X1/8 (BLACONY ABOVE) I TEEL POST I SISTER TO FLOOR JOISTS 1 I 1 I 1 1 - - - - - - - - - - - - OUTLINE OF °C BALCONY ABOVE z J C N I ' X Q N to G N 34'-0" W-91/4" 6'-8" TOP OF RAILING AT STAIR WELL TO BE T ABOVE FINISHED GRADE DN (2) 9-1/2 ML HDR. R. 1 I 1 I I DW 1 O O t 1 1 1 1 1 1 1 1 1 1 10r 1 1 1 y, %01 1 1 1 1 z O I Q N 1 1 1 0! u 1 I 1 1 1 / 1 1 1 O L ----- ENTRY u No. 1 •OAK 1 � 1 1 1 1 -------- PREFINISHED 17'-63/4" CULTURED STONE y j 42" OPNG FP 3X3X1/B FLUSH HEARTH ' EEL POST I I W I d Q~Q W 7 WLU W LIVING ROOM N 4-1/4" PREFINISHED ■ o OAK FLOORING co I N X X O 1 1 N 1 DBL. 7-1/4 ML @16"OC ' 3X3X1/8 (BLACONY ABOVE) I TEEL POST I SISTER TO FLOOR JOISTS 1 I 1 I 1 1 - - - - - - - - - - - - OUTLINE OF °C BALCONY ABOVE z J C N I ' X Q N to G N 34'-0" W-91/4" 6'-8" TOP OF RAILING AT STAIR WELL TO BE T ABOVE FINISHED GRADE DN (2) 9-1/2 ML HDR. R. 1 I 1 I I DW 1 O O t 1 1 1 ' 1 1 1 O� 00 DINING ; 4-1/4" PREFINISHED KITCHEN 1 R OAK FLOORING _ 4-1/4" RED OAK ; FLOORING ' i 6'-7" INSTALL SOLID -CORE DOOR w/ DOORi1X/EEP (2) 1-3/_4X9-1/2 ML HDR. e,.ATHE.RIPPING 2) 2X10 1-2 _ — _ J02X6 WALL BEARING WALLM— - - 314 �1ST. FLOOR PLAF 'AINTESS STEEL ALVANID 1/4II 11 S ^ -//-\ LE O SCREWS W/ ( �� IERS ®12 12" O.C. E 5 -� PROJECT NORTH N WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN -PRESSURE. ALL OPENINGS MUST HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 1). PLATE HEIGHT AT 9'-0' UNLESS OTHERWISE NOTED. 2), EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16" O.C.. 3). EXTERIOR SHEATHING TO BE 1/2" THICK FIR CDX PLYWOOD. 4)- DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. PROVIDE BLOCKING AT 8'-0' O.C. AND MIDSPAN. 5)- PROVIDE 2 - 2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED. ALL OPENINGS OVER 3 FT. TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. NOTE: TILE IN BATH ROOMS TO BE FLOOR TO CEILING 6). ALL EXTERIOR OPENINGS TO HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 7). ALL MULLS, VERTICAL OR HORIZONTAL, ARE TO BE PROVIDED WITH 2 - 2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. 8). INSULATE ALL INTERIOR WALLS. 2X6 WALLS AT R19 AND 2X4 WALLS AT R13. EXTERIOR WALLS TO BE INSULATED WITH R21 POLY FOAM INSULATION. 9). INSULATE CEILINGS WITH R30 INSULATION.;' 10). ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2' SHEET.R BATH TO BE MOISTURE -RESISTANT SHEETROCK. "�. , . ,,�: ' ",'w,. •' 11). INSTALL SMOKE AND CO DETECTORS PER CODE. t :° PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY AkCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE F1EI.D CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL I GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALLGENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. I 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 SHEETROr-KING I AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS, REVISIONS © 7 0 N H � Z Ln sem. U M kc L, W � z ® a Q, O a w _F - V1 Q ® W C!] O� a ® Z Z Q ® Z O O co DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB 4: January 31, 2014 SHEET NUMBER: A-4 '-54 DO J----- ---- 10'-8„ 6'-7" OEr, 1 � ----- ENTRY u No. 1 •OAK 4-1/4' PREFINISHEDTH---------BEDROOM FLOORING -------- PREFINISHED ' T E FLOOR4-1/4" OAKFLOORING j b i TIL IN -------- 2 -4"RED OAK TREAD ' PAINTED RISERS 1 .� ■ U I 1 1 1 TOW: G-0" ABOVE LANDING 2 1-3/4X9 1/Z ML HDR. () ' (2) 2X10 HD, 2 2X10 HDR. 2X10 HDR. 2 - TW3046 (3in Mull) 3'-0" TEMPERED TEMPERED N � TW3046 TW26310 X (9 N2X6 (71 ol LIN I N .... IN v 10X10 FG COLUMN ,. 6X6 ACQ POST (fYP) ' (2) 2x12 ; 6'-8„ 6'-211 L 10'-10" L 6'-10" _ 7'-111/2" '-21/2 �1ST. FLOOR PLAF 'AINTESS STEEL ALVANID 1/4II 11 S ^ -//-\ LE O SCREWS W/ ( �� IERS ®12 12" O.C. E 5 -� PROJECT NORTH N WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN -PRESSURE. ALL OPENINGS MUST HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 1). PLATE HEIGHT AT 9'-0' UNLESS OTHERWISE NOTED. 2), EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16" O.C.. 3). EXTERIOR SHEATHING TO BE 1/2" THICK FIR CDX PLYWOOD. 4)- DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. PROVIDE BLOCKING AT 8'-0' O.C. AND MIDSPAN. 5)- PROVIDE 2 - 2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED. ALL OPENINGS OVER 3 FT. TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. NOTE: TILE IN BATH ROOMS TO BE FLOOR TO CEILING 6). ALL EXTERIOR OPENINGS TO HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 7). ALL MULLS, VERTICAL OR HORIZONTAL, ARE TO BE PROVIDED WITH 2 - 2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. 8). INSULATE ALL INTERIOR WALLS. 2X6 WALLS AT R19 AND 2X4 WALLS AT R13. EXTERIOR WALLS TO BE INSULATED WITH R21 POLY FOAM INSULATION. 9). INSULATE CEILINGS WITH R30 INSULATION.;' 10). ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2' SHEET.R BATH TO BE MOISTURE -RESISTANT SHEETROCK. "�. , . ,,�: ' ",'w,. •' 11). INSTALL SMOKE AND CO DETECTORS PER CODE. t :° PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY AkCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE F1EI.D CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL I GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALLGENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. I 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 SHEETROr-KING I AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS, REVISIONS © 7 0 N H � Z Ln sem. U M kc L, W � z ® a Q, O a w _F - V1 Q ® W C!] O� a ® Z Z Q ® Z O O co DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB 4: January 31, 2014 SHEET NUMBER: A-4 L (3) 9-1/'1 A4L w/ (2) 5/8" STEEL, BLOCKING UNDER BEAM TOP OF WDW. PARTIAL SECTION SCALE: 3/4" = V-011 w F (2) 16" ML (3) 9-1/2 ML w/ (2) 5/8" STEEL (2) 5/8" STEEL ITOP PLATES LOWERED AT DOOR TO I JACK STUDS I a MASTER BEDROOM LOFT PARTIAL SECTION SCALE: 3/4" = V-0" I r- - - - - - - - - - - - - - - - - - -1 ilt t1, i11 Tit n1 m (-----------------I------------------------------------� — — — -I PARTIAL SECTION SCALE: 1/4" = 1'-0" 3'-4" 34,-0" 11'-10" 10'-0" _ 5'-61$ 3'-4" AW251 I 1 TW3046 TW3046 5-0" 8 10 v 0 I 5/4X4 MAHOGANY DECKING OVER ACQ SLEEPERS, PITCHED 1/8":1'-0" AWAY FROM BLDG. INSTALL SLEEPERS OVER EPDM IS, 3/4" AC EXTERIOR SHEATHING. EPDM TO RUN UP SIDE WALLS 24". PROTECT WALL INTERSECTIONS, SHARP INTERSECTIONS AND PERIMETERS WITH LEAD -COATED COPIER OVER EPDM. INSTALL AS PER MFGRS. INSTRUCTIONS. PROVIDE 4" PVC DRAINS TO CONNECT TO REMOTE DRYWELLS (TYPICAL) {3) 1-3/4X9-1/2 ML w/ 72 /8" STFLP LENOX NV401N/NVCD4C GAS FIREPLACE (VIF) FLUSH HEARTH (FILE) 6,- 2" 2ND. FLOOR PLAN SCALE: 1/4" = 1' E—�--� PROJECT NORTH N I 10'-7" C�:) 2X10 DF#2 HDLhj -'\)dinar NO (2) O � y '�,�f N d (2) 2 HDR. I' (2) 2X8 HDR. I ° s 4'-0" 2' ' 1' 14'-0" N X O , '~ \ 6 - - - -' - - ----- "(3)l374X9-1/2-ML wr(2)-5/8"TFLTE PLATE - - - co I 1� I 1 _; n c� MASTE BATH 1 c°o° D °© fLE ILOOR BEDROOM No. 2 a t -i t 1 + TlL()AlSCOTTING L No. 1 4-1/4" PREFINISHEDIX =� LOFT ---- ILE FLOOR I OAK FLOORING i vp AjPj 'ME WALK-IN VAINSCO17 Ln CLOSET ' N ______' ------' TW V 1 �v Cl 1 � 1 ® t � BALCONY , � I W z 1 cV O If) 4'-111/z" lz �-r-r' --- --------------------------- - - r 11 0'-61/ 1 _cz MASTER BEDRO (2) I-_ 0 0 4-1/4" PREFINISHED 1 1 0 OAK FLOORING 12'-7' � Zz N + � a J � 5-0" 8 10 v 0 I 5/4X4 MAHOGANY DECKING OVER ACQ SLEEPERS, PITCHED 1/8":1'-0" AWAY FROM BLDG. INSTALL SLEEPERS OVER EPDM IS, 3/4" AC EXTERIOR SHEATHING. EPDM TO RUN UP SIDE WALLS 24". PROTECT WALL INTERSECTIONS, SHARP INTERSECTIONS AND PERIMETERS WITH LEAD -COATED COPIER OVER EPDM. INSTALL AS PER MFGRS. INSTRUCTIONS. PROVIDE 4" PVC DRAINS TO CONNECT TO REMOTE DRYWELLS (TYPICAL) {3) 1-3/4X9-1/2 ML w/ 72 /8" STFLP LENOX NV401N/NVCD4C GAS FIREPLACE (VIF) FLUSH HEARTH (FILE) 6,- 2" 2ND. FLOOR PLAN SCALE: 1/4" = 1' E—�--� PROJECT NORTH N I 10'-7" C�:) 2X10 DF#2 HDLhj -'\)dinar NO (2) 2X8 HDR. � y '�,�f N (2) 2X8 HDR. {2) 2X8 14'-0" � \ 6 - - - -' - - ----- "(3)l374X9-1/2-ML wr(2)-5/8"TFLTE PLATE - - - z , cl _; n c� c°o° D °© TRAY CEILING BEDROOM No. 2 a t -i t 1 BATH No. 1 4-1/4" PREFINISHEDIX =� LOFT ---- ILE FLOOR I OAK FLOORING _ 4-1/4" PREFINISHED vp AjPj ILE VAINSCO17 Ln ,M ______' ------' TW V 1 �v Cl ® t � , � I W z 111 111 u1 ul 10'-10" 111 fit 1 , 111 111 111 34'-0" 111 ' 111 III t t 1). PLATE HEIGHT AT 8'-D", 2). EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16" O.C.. 3). EXTERIOR SHEATHING TO BE 1/2" THICK FIR CDX PLYWOOD. 4). PROVIDE 2 - 2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED. ALL OPENINGS OVER 3 FT. TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 5). ALL EXTERIOR OPENINGS TO HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. Ii, `D RI Lu O aM u H Ln I d- 17' — 0" L NOTE: TILE IN BATH ROOMS TO BE FLOOR TO CEILING 6). ALL MULLS ARE TO BE PROVIDED WITH 2 - 2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. 7). INSULATE ALL INTERIOR IVyJALLS. 2X6 WALLS AT R19 AND 2X4 WALLS AT R13. EXTERIOR WALLS TO BE INSULATED WITH R21 POLY FOAM INSULATION. 8). INSULATE CEILINGS WITH R30 INSULATION. ALL CATHEDRAL SECTIONS TO BE PROVIDED WITH A 1" AIR SPACE BETWEEN ROOF SHEATHING AND INSULATION. ALSO PROVIDE 1-1/2" THICK FOAM INSULATION 1'-0" FROM EXTERIOR WALL PLATE INTO HOUSE ON CATHEDRAL ROOF PARTS. 9). ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2" SHEET ROCK. BATHS TO BE MOISTURE RESISTANT SHEETROCK. 10). INSTALL SMOKE AND CO DETECTORS PER CODE. J �.9 •. �. ��it µ � y '�,�f N � fY '*``'s4`•ar,.,.,, - - - -' - - ----- "(3)l374X9-1/2-ML wr(2)-5/8"TFLTE PLATE - - - z , cl _; n c� c°o° D °© TRAY CEILING a t -i t 1 9'-0" CLG. HT. - - - - 1 =� LOFT ---- ' p _ 4-1/4" PREFINISHED vp AjPj FOR W W. HD OAK FLOORING ______' ------' TW V 1 C4 Cl ® t � , � t W z 1 cV O CAT IEDRAL \ ; , lz �-r-r' --- --------------------------- - - r 11 0'-61/ 1 -r----- (2) I-_ /4X9-1/2 ML HDR. 1 1 1 1 111 111 u1 ul 10'-10" 111 fit 1 , 111 111 111 34'-0" 111 ' 111 III t t 1). PLATE HEIGHT AT 8'-D", 2). EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16" O.C.. 3). EXTERIOR SHEATHING TO BE 1/2" THICK FIR CDX PLYWOOD. 4). PROVIDE 2 - 2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED. ALL OPENINGS OVER 3 FT. TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 5). ALL EXTERIOR OPENINGS TO HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. Ii, `D RI Lu O aM u H Ln I d- 17' — 0" L NOTE: TILE IN BATH ROOMS TO BE FLOOR TO CEILING 6). ALL MULLS ARE TO BE PROVIDED WITH 2 - 2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. 7). INSULATE ALL INTERIOR IVyJALLS. 2X6 WALLS AT R19 AND 2X4 WALLS AT R13. EXTERIOR WALLS TO BE INSULATED WITH R21 POLY FOAM INSULATION. 8). INSULATE CEILINGS WITH R30 INSULATION. ALL CATHEDRAL SECTIONS TO BE PROVIDED WITH A 1" AIR SPACE BETWEEN ROOF SHEATHING AND INSULATION. ALSO PROVIDE 1-1/2" THICK FOAM INSULATION 1'-0" FROM EXTERIOR WALL PLATE INTO HOUSE ON CATHEDRAL ROOF PARTS. 9). ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2" SHEET ROCK. BATHS TO BE MOISTURE RESISTANT SHEETROCK. 10). INSTALL SMOKE AND CO DETECTORS PER CODE. J �.9 •. �. ��it µ � y '�,�f N � fY '*``'s4`•ar,.,.,, \r � Ii. vim` ., A Ji18 _; 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 I 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 5ECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS n c� c°o° D °© a t -i t -i N v Z y tn on ciw u TW V 1 ® a P-4 0 a w W z cV O Q c O o 0 Zz + � a J � W0 O Z 7 W LL W O O M DRAWN: MH / MS SCALE: 1/4"=V-0" JOB #: January 31, 2014 SHEET NUMBER: ROOF AREA: 1005 SQ. FT. AT 100% WATER RUNOFF: 168 CU. FT. PROVIDE (1) 8' DIA. X 4' DEEP DRYWELLS DRYWELLS CAPACITY: 169 CU. FT. STORM WATER MANAGEMENT DETAILS N.T.S. GUTTERS GUTTER SIZE ROOF AREA ROOF AREA ONCH) @ 1/16" SLOPE @1/8 -SLOPE 3 340 480 4 720 1020 5 1250 1760 6 1920 2720 DOWNSPOUTS DIAMETER OF ROOF AREA ROOF AREA LEADER ON) SQ. FT, GPM 2 1088 46 2-1/2 1974 82 3 3220 134 4 6920 288 GENERAL: DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING, CAUSE SURFICIAL FLOODING OF GROUNDWATER, OR INTERFCRC WITI I TI IC OPERATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION WILL NOT COMPACT THE SOII S BELOW THE DRY WELL. FINALLY, A DRY WELL SHOULD BE PROTECTED BY EASEMENT, DEED RESTRICTION, ORDINANCE, OR OTHER LEGAL MEASURES THAT PREVENT ITS NEGLECT, ADVERSE ALTERATION, AND REMOVAL THE BOTTOM OF P IE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. CONSTRUCTION: FOR DRY WELLS, PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. PRIOR TO ITS CONSTRUCTION, THE AREA TO BE USED FOR THE DRY WELL SHOULD BE CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS FROM COMPACTING THE SUBGRADE SOILS. DURING DRY WELL CONSTRUCTION, PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION AND SEDIMENT CONTAMINATION. ALL EXCAVATION SHOULD BE PERFORMED WITH THE LIGHTEST PRACTICAL EXCAVATION EQUIPMENT. ALL EXCAVATION EQUIPMENT SHOULD BE PLACED OUTSIDE TLiE 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 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 EQUIPIv1ENT AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES. SIMILARLY, USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED. WHERE UNAVOIDABLE, EXCAVATION FOR THE SEDIMENT BASIN SHOULD RE A MINIMUM OF 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE SUBGRADE SOILS AT THE DRY WELL BOTTOM, WHICH SHOULD BE ESTABLISHED ONLY AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND DRAINAGE AREA STABILIZED, IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS STABILIZED, DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND SEDIMENT AWAY FROM THE DRY WELL. THESE DIVERSION MEASURES SHOULD NOT BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA IS COMPLETED AND THE DRAINAGE AREA STABILIZED. STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE COMPACTORS. A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. PRETREATMENT: AS WITH ALL OTHER BEST MANAGEMENT PRACTICES, PRETREATMENT CAN EXTEND THE FUNCTIONAL LIFE OF A DRY WELL WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF RUNOFF POLLUTION, ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND ORGANIC MATTER AND, DURING SITE CONSTRUCTION, SEDIMENT AND DEBRIS. THEREFORE, ROOF GUTTER GUARDS AND / OR SUMPS OR TRAPS (EQUIPPED WITH CLEAN -OUTS) IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER PRACTICALTO MINIMIZE THE AMOUNT OF SEDIMENT AND CYPHER PARTICULATES THAT CAN ENTER THE DRY WELL DRAIN PIPE DRAIN PIPE Iib" SLOPE GPM 1/4" SLOPE GPM DIAMETER 3 1644 66 2320 96 4 3760 156 5300 220 5 6680 278 9440 392 6 10700 444 15100 628 m � � ■ l: ►0 ;1 NOTES: 1). EXECUTION; A). DO NOT BEGIN INSTALLATION UNTIL SUBSTRAI ES HAVE BEEN PROPERLY PREPARED. 2). PREPARATION: A). CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. 3. INSTALLATION: A). PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1" TO 2" FOR EVERY 40' OF RUN. 2). SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. r7). COPPER / LEAD: FLASH AND SOLDER GUTTERS TO DOW TISPOUTS AND ACCESSORIES. B). ALUMINUM: RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. 3). CONNECT DOWNSPOLITS TO STORM SEWER SYSTEM AS INDICATED. SEAL CONNECTION WATERTIGHT. 4). PROTECTION: A). PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B). TOUCH-UP, REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. ROOF PLAN SCALE: 1/4" = 1' 3). APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND DIRECTLY TO THE DECK ALONG EAVES. 4). USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. IN AREAS W/ 4:12 OR LESS ROOF PITCH USE ICE & WATER BARRIER UNDERLAYMENT. 5). ICE & WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS WITH ROOF AND SIDE WALLS (TYPICAL). 6). DO NOT INSTALL UNDERLAYMENT ON WET / DAMP PLYWOOD!!! SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. S UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK • COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS E PROJECT NORTH COMPLETE. N 7). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. USE GALVANIZED (ZINC COATED) ROOFING NAILS, 11 -12 GAUGE WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE. NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. F a OGEE GUTTER SOFFIT DETAIL SCALE: 3/4" = V-0" m PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAINCONTRACTOR SHAT L 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 AL GENERAL CONTRACTOR A TFOR ALL 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. I ROUGH ELECTRIC, PLUMBING. AND HVAC PRIOR TO INSULATING AND SHEETROCKING L I AND SHALL SECURE THE C O PF21OR TO REOCEIVING FINABPAYIMENTT FROM OWNERS.PE...TIONS REVISIONS A 0 N 'u, N Ln � KS V w v x s U N 0 nr V l � a w O Q T� V 1 W C Q n , n� z Q J � W0 `r! oz W /11 LL W C: O M DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB 4: January 31, 2014 SHEET NUMBER: A-6 )VINDOW - O I 00 I� G 1�1G0 X8 DF#2 CJ @1 3/4" 14" ML RIDGE (3) 9-1/2 ML w/ (2) 5/8" STEEL PLTS. 1-3/4X9-1/2 ML RIDGE (2) 9-1/2 ML zXB RR 9-1/2 MLS' ®lj VALLEY 8 DF#2 CJ @16"OC N m- 11 TJIIIO 11-7/8 WOOD -1 FJ @16"OC I 1771_.�:_ '1111011-7/8 WOOD -I FJ @ o (2) 2X6 ACQ SILL PLATE 'TERMITE SHIELD °» SILL SEAL 1 d STAIR SECTION STAIR SECTION o 1 10" PC WALL n � DAMPPROOF NORTH EAST � D 1 ' A: I d I D 1 ; • - - - - - - - - - - - - - 24"X12" CONC. FTG. (3) #5 REBAR DRYWELL (TYP.) OUTSIDE STAIR SECTION SOUTH 1 BOX OUT OPENING w/ 2X10 ACQ TOP OF FOUNDATION WALL FUN (3) i -3/4X11-7/8 ML w/ (2) 5/8" STEEL PLATE 3/4" SUBFLOOR I T11110 11-7/8 WOOD -1 FJ @16"OC 2X10 PLATE W14X68 STEEL GIRDER ( SX5X1/4 STEEL COLUMN 4" CONC. SLAB (TYP.) p_ �,�•v� A•OI� s 48"X48"X12" CONC_ FTG. (4) #5 REBAR EACH WAY SECTION A -A SCALE: 1/4" = 1'-0" 2-1/2" CONTINUOUS REBAR ALONG FOUNDATION (TYP-) T P) PERIMETER (TYPICAL) p'il fl illl Ii IIc1 H (2) #5 REBAR N `� AT ALL AREAS (EACH OPENING) O FOUNDATION FOOTING d- ----------- FOUNDATION OPENING DrETAIL TJI110 11-7/8" FLOOR JOISTS 16"OC 2X10 PLATE Sxrr 4 W STEEL COLUMN 2X10 RIDGE 2XB R� R (2) 2X12-1- 1 1 I 1 1 1 1 1 10X10 FG COLUMN 1 1 1 1 6X6 ACQ POST I 1 1 1 1 Ili i 2X8 ACO 616.00 ' 'nu (2) 2X8 ACQ GIRDER L•; 12"dia. a 0 CONC. PIER 0 v+' 24"X24"X12" CONIC. FTG. (3) 1-3/4X11-7/8 ML (2) 5/8" STEEL PLATES FLUSH GIRDER 7r-.-] ; W14X68 STEEL DROPPED GIRDER 00 N 4" CONC. SLAB 48"X48"X12" CONC. FTG. REINFORCED WITH (4) #5 REBAR EACH WAY GIRDER DETAIL PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT Of ANY DISCREPANCIES BETUjEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING 'WORK CONTRACTOR SHALLVERIFY ALL GENERAL CONTRACTOR TO CCORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPCN51E31E FOR ALL BUILDING DEPARTMENTINSPECTIONS 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 ELECP TRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS pp il�lV • 0 0 H H N M H a m U C) u C M .y O I -r FTFe1�'1 C/� tJ 1 a Q z lr T1 ,�1 O u W V1 � o z O W a � V1 Q Z J � u.l 0 • ry J OO.. 7 Z Lu LL LH c:) M DRAWN: MH / MS SCAT,F.: 1/4"=1'-0" JOB #: January 31, 2014 SHEET NUMBER: .D va ,I, COT, C RE N LETE PILASTER FORCED w/ \ t__. (4) I&RTICLE REBAR d:a --- `. g D _ •• O :D 36'X12' FTG. AT PILASTER t W/ (3) 45 REBAR EACH WAY o • •' G SECTION A -A SCALE: 1/4" = 1'-0" 2-1/2" CONTINUOUS REBAR ALONG FOUNDATION (TYP-) T P) PERIMETER (TYPICAL) p'il fl illl Ii IIc1 H (2) #5 REBAR N `� AT ALL AREAS (EACH OPENING) O FOUNDATION FOOTING d- ----------- FOUNDATION OPENING DrETAIL TJI110 11-7/8" FLOOR JOISTS 16"OC 2X10 PLATE Sxrr 4 W STEEL COLUMN 2X10 RIDGE 2XB R� R (2) 2X12-1- 1 1 I 1 1 1 1 1 10X10 FG COLUMN 1 1 1 1 6X6 ACQ POST I 1 1 1 1 Ili i 2X8 ACO 616.00 ' 'nu (2) 2X8 ACQ GIRDER L•; 12"dia. a 0 CONC. PIER 0 v+' 24"X24"X12" CONIC. FTG. (3) 1-3/4X11-7/8 ML (2) 5/8" STEEL PLATES FLUSH GIRDER 7r-.-] ; W14X68 STEEL DROPPED GIRDER 00 N 4" CONC. SLAB 48"X48"X12" CONC. FTG. REINFORCED WITH (4) #5 REBAR EACH WAY GIRDER DETAIL PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT Of ANY DISCREPANCIES BETUjEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING 'WORK CONTRACTOR SHALLVERIFY ALL GENERAL CONTRACTOR TO CCORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPCN51E31E FOR ALL BUILDING DEPARTMENTINSPECTIONS 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 ELECP TRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS pp il�lV • 0 0 H H N M H a m U C) u C M .y O I -r FTFe1�'1 C/� tJ 1 a Q z lr T1 ,�1 O u W V1 � o z O W a � V1 Q Z J � u.l 0 • ry J OO.. 7 Z Lu LL LH c:) M DRAWN: MH / MS SCAT,F.: 1/4"=1'-0" JOB #: January 31, 2014 SHEET NUMBER: SIDE'NALL WIND LOAD PATH CONNECTION 1ST. AND CONSTRUCTION HOLD DOWN DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. WALL FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 4" - 8" LSTA36 ANCHOR TO FOUNDATION W/ ,ANCHOR BOLTS PLATE/WALL V s CONNECT TO 1 SIDE OF ALL CORNERS ON 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP 8" - 16" MSTA48 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH e • - A THE FLOORS TO EACH OTHER W/ THREADED ROD. WALL STUD METAL STRAP RIM BOARD SILL PLATE(S) FOUNDATION 2ND. KING STUDS CRIPPLE STUD HEADER JACK STUDS LOCATION JUSP NUMBERI DESCRIPTION APPLICATION ,ALL OPENINGS LSTA12 1-1/1"x12" 20go. STRAP APPLY TO EACH JACK STUD .ALL OPENINGS RT3 OR RT7 TrDOWN ANCHOR APPLY TO EACH CRIPPLE STUD STAPPING TO RF ATTACHED TO W.411 STUDS 048"OC AND ALL WINDOW/DOOR OPENING JACK STUDS JOIST DEPTH USP 14UMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C. 4" - 8" LSTA24 1-1/4"44" 20ga. STRAP AND JACK STUDS ON ALL OPENINGS INSTALL 4'0" O.C. 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS ON ALL OPENINGS INO. STALL 4'0" C. 14" - 16" LSTA36 1-1/4"x36` 18ga. STRAP AND JACK STUDS ON ALL OPENINGS IST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC AND ALL WNDOW/DOOR OPENING JACK STUDS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION RT10 10-3/4" x 18go. TYDOWN ANCHOR CONNECT TO TYDO`NN ANCHOR INSTALL 4'0" O.C. 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS PLATE/WALL V s ON ALL OPE14INGS �.e A ? INSTALL 4'0" O.C. 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS e • • �p a ' a a. • MIN, �� i •• •� C �� A A DN ALL OPENINGS TYP. CONC. FOUNDATION DAMPPROOF EXTERIOR EMIL POLY ON EXTERIOR KEYWAY FOOTING DRAIN TILE i TYPICAL CONC. FOUNDATION. APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING. CONC. SLAB 6X6 10/10 WMA COMPACT FILL SIDE WALL FLASHING METAL FLASHING AT ALL EAVES, SIDEWALLS, AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHAN14ELS AND PREVENT CAPILLARY ACTION STEEL COLUMN CONC. SLAB COMPACT FILL CONC. FTG. RICKET AT TOP -SIDE OF HIMNEY /ALL SHEATHING IDEW.ALL FLASHING INISH WALL AND MOISTURE ARRIER TO LAP FLASHING T WALL -- MAINTAIN GAP ETWEEN WALL FINISH AND OOFIIIG TO AVOID SOAKING ROVIDE HEMMED EDGE AT _ASHING TO FORM CHANNEL ND SO AS TO MAINTAIN AIR AP TO PREVENT CAPILLARY C TION EEP ROOFING NAILS OUT iF FLASHING IOOFING LAPS BASE -LASHING 4 INCHES THING WRAPS CORNERS, NDER SHINGLES AT CHES AND LAPS hT BASE MIN, 4 INCHES MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. RAFTER RIDGE LOCATION JUSP NUMBER1 DESCRIPTION APPLICATION P. DOE LSTA21 1-1/1"x21" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTE RAFTER TOP PLATE WALL STUD LOCATION USP NUTABER DESCRIPTION APPLICATION CONC. SLAB RT10 10-3/4" x 18go. TYDOWN ANCHOR CONNECT TO TYDO`NN ANCHOR 6 IAL. POLY EACH RAFTER, y RT20 GRANULAR FILL PLATE/WALL V s CONNECT OVER PLATES �.e A ? TO EACH STUD '• v J 1-2 STORIES ♦ e • • �p a ' a a. • MIN, �� i •• •� C �� A A . a • . _nl • •O 'O 0 • (USP LBP Fin OR R Pf,R31 a REINFORCING BAR I i a O''T V • DRAIN TILE I� `Mr • REINFORCING BAR;- • # / A L''!1 p.I 12" • i SHEET METAL / 30# FELT UNDER BEAM AT POINT • ° a �' C ! C • — t 11 REINFORCIIIG BAR TYPICAL CONC. FOUNDATION. APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING. CONC. SLAB 6X6 10/10 WMA COMPACT FILL SIDE WALL FLASHING METAL FLASHING AT ALL EAVES, SIDEWALLS, AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHAN14ELS AND PREVENT CAPILLARY ACTION STEEL COLUMN CONC. SLAB COMPACT FILL CONC. FTG. RICKET AT TOP -SIDE OF HIMNEY /ALL SHEATHING IDEW.ALL FLASHING INISH WALL AND MOISTURE ARRIER TO LAP FLASHING T WALL -- MAINTAIN GAP ETWEEN WALL FINISH AND OOFIIIG TO AVOID SOAKING ROVIDE HEMMED EDGE AT _ASHING TO FORM CHANNEL ND SO AS TO MAINTAIN AIR AP TO PREVENT CAPILLARY C TION EEP ROOFING NAILS OUT iF FLASHING IOOFING LAPS BASE -LASHING 4 INCHES THING WRAPS CORNERS, NDER SHINGLES AT CHES AND LAPS hT BASE MIN, 4 INCHES MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. RAFTER RIDGE LOCATION JUSP NUMBER1 DESCRIPTION APPLICATION P. DOE LSTA21 1-1/1"x21" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTE RAFTER TOP PLATE WALL STUD LOCATION USP NUTABER DESCRIPTION APPLICATION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR CONNECT TO TYDO`NN ANCHOR EACH EACH RAFTER, 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR CONNECT TO PLATE/WALL SPTH4 EACH RAFTER RAFTER TDP PLATE WALL STUD LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE RT15 TYDO`NN ANCHOR EACH NOTCH JOIST AND ADJUST HEIGHT r „ "' . • 4 ' CRAWL SPACE OR FOUNDATION) 1 STORY RAFTAFT RCT ER TO PLATE PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER PLATES 2 STORIES 3fi" OC W'AI I ROT TOM PI ATF TO FOUNDATION TO EACH STUD DBL. SILL PLATE TERMITE SHIELD SILL GASKET ANCHOR BOLT CONNECTION i • • FOUNDATION V1 t •A •r i SILL PLATE TO FOUNDATION 4"DRIVEWAY 1 • NOTCH JOIST AND ADJUST HEIGHT r „ "' . • 4 ' CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION v ANCHOR BOLT EMBEDMENT: 2 STORIES 3fi" OC W'AI I ROT TOM PI ATF TO FOUNDATION POURED CONCRETE: 7" s w r 1-2 STORIES BLOCK WALL: 13" ',� • �p a ' a a. • MIN, �� i •• •� C �� A USE WITH 3.3 SQUARE WASHERS . a • . _nl • •O 'O 0 • (USP LBP Fin OR R Pf,R31 ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT : • " SUPPORTING AIA IMIRA SPAOI G SILL PLATE TO FOUNDATION 4"DRIVEWAY 1 • NOTCH JOIST AND ADJUST HEIGHT r „ "' . • 4 ' CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION (WITH A NAILING ELATE IF NEEDED, -- '"r' r. ° TO BE APROX. '� CRAWL SPACE OR FOUNDATION 2 STORIES 3fi" OC W'AI I ROT TOM PI ATF TO FOUNDATION .'.ti:. a'� ,•,t•p a a 12" =s 6X6 W,W.M. — 1 4, "SLAB -ON -GRADE) 1-2 STORIES 5/" OC Q LEDGE RAFTER RAFTER SIZE USP NUMBER1 DESCRIPTIONAPPLICATION 2),6-2x8 LS2518go. SLOPL II,ANGCR APPLY TO EACH RAFTER / LLDGLR 2X10 LS210 118go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER THROUGH -ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR VENTILATION CHANNEL AS REQUIRED RAFTER' MAINTAIN VENTILATION ATTIC SHALL BE PROVIDED WITH A MINIIAUM NET FREE VENTILATING AREA NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED. ALL OPENINGS SHALL BE COVERED WITH CORROSION - RESISTANT METAL MESH WITH MESH OPENINGS OF 'A INCH IN DIMENSION. ROOF VENTILATION / SOFFITED EAVE DETAIL WALL STUD BOTTOM PLATE BATHTUB DOUBLE JOIST BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING 024"OC WOOD JOIST BLOCKING 2x4 LEDGER BLOCKING 2x4 SOFFIT JOIST FASCIA GUTTER WOOD GIRDER CONTIN. SCREENED VENT 'CONTIN. SOFFIT / EXT. PLY'NOOD SOFFITED EAVE RIDGE CAP OF SAME MATERIAL AS ROOFIHG NAILED TO SHEATHING THROUGH VENT RAFTERS PRE -MANUFACTURED KEEP SHEATHING MIN. 1-1/2" OVER RIDGE TO RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE CONFORM TO SLOPE AIR PASSAGE OF ROOF NEOPRENE GASKET �♦ ♦ ♦ ROOF JACK ♦ ♦ ROOFING LAPS ♦♦ FLASHING AT SIDES AIID TOP FLASHING LAPS ROOFING AT BOTTOM - ROOF JACKS & VEIITS DETAIL DOOR FRAME GARAGE DOOR USE 2X8 FOR BLOCKOUT PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND OVER BEARING WALLS AND HEADERS WOOD JOIST GIRDER/HEADER WOOD JOIST ALL JOISTS CONVECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS TYPICAL BEAM DETAIL STEEL / BOTTOM BEARING SUB FLOOR WOOD JOISTS 2x6 /2x8 CONTINUOUS WOOD PLATE BOLTED TO STEEL BEAM WITH 1/2 " DIA. BULTS 9 48" o.c. ST.AU. STEEL BEAM 4" x 1/4" x 8" STEEL TOP AND BOTTOM PLATE WITH 1/2" x 6" ANCHOR BOLT i/2" GROUT 3 STEEL COLUMN ( 10 KIPS ) SUB FLOOR JOIST V� STEEL BEAM P.T. PLATE /♦I / 4" SLAB I W/ 6X6 WMM n SLOPE-�"^"•�,.,r : • " H " • . /2" AIR SI ACE �♦ 4"DRIVEWAY 1 • NOTCH JOIST AND ADJUST HEIGHT r „ "' . • 4 ' �1�� AT END AND 7 1 2` •. - 4. (WITH A NAILING ELATE IF NEEDED, -- '"r' r. ° TO BE APROX. '� ,p pr q -,q - - -� .r- ti 5.r,.. p 'p �• r r r " tom% ES OF WOOD•a BEAMS • • • . �� p p .� 1/2" OR HIGHER THAN -' ••a`�;'w. STEEL BEAM TO ALLOW FOR SHRINKAGE �� .'.ti:. a'� ,•,t•p a a 12" =s 6X6 W,W.M. — 1 4, .a •' ,� lit (PROVIDE STRAPPING TO KEEP JOISTS AlIGNFf�I•, .,. :•y,° ',� • �p a ' a a. • MIN, �� i •• •� C �� A - . a • . _nl • •O 'O 0 • •. '' a REINFORCING BAR • � NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM a O''T ; ' `• DRAIN TILE I� `Mr • REINFORCING BAR;- NOTCH EQUALS 1/4 DEPTH OF BEAM • 1 # / �. p.I 12" • i SHEET METAL / 30# FELT UNDER BEAM AT POINT • ° a �' C ! C • — at �• OF CONTACT WTH CONCRETE OR CONC. BLOCK TEL BE .r TYPICAL CONC. AIDNOLITHIC FOUNDATION. REINFORCE WITH (2) �4 REINFORCING BARS • 3" •„ L 4E BEAM) �"` THICKEN SI ARS BENEATH REARING WAIT S AND COI I1MN5. REINFORCE FOOTING . SHIMS TO LEVEL BEAM •� OLTED•�TO WITH (2) /j4 REINFORCING BARS. i,�,•e`'�4 ,�`,,�+ta"'•• N`" �� 3" MINIIAUTA BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT "n;,;,,. F _ td. �` v��, �' 7„° PAINTER TO PP,tME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE F1EL0 MANUFACTURER'S BEAM POCKET -- CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFOP.E COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL WARRANTY AND SHALL BE INSPECTEDTO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS ATJOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENIT OR CONTINUATION OF WORK i 'ENERAL GCNTRACTOR TO CCORDINA?E MEETING WITH OIUNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL SE RESPONSIBLE fOR AL1 BUILDING DEPARTMEN? INSPEGTICNS ROUGH ELECTRIC, PLUM°31NG, AND HVAC PRIOR TO INSULATING AND SHEETfdOGKING AND SHALL SEd1RE THE C of O PRIOR TC RECEIVING FINAL PAYMENT FROH OWNERS. I REVISIONS I M1wlwrrrrr 1 w Z z Q Ir w w0 J a - z z ui U- W C) Cy:) DRAWN: MH / MS SCALE: 1/4"=1'-0" JOBf: January 31, 2014 N H � w .a Z j\') ;•• s r� U .= s z w Z z Q Ir w w0 J a - z z ui U- W C) Cy:) DRAWN: MH / MS SCALE: 1/4"=1'-0" JOBf: January 31, 2014 JOiST DETAILS on .0 arcs A2 Must have 73/4"minimum Joist bearing at ends Web stiffeners 8" diameter maximum hole required each for 11-7/8'- 20" deep side at OW blocking panels; 6" diameter maximum for ocking parsecs 9-1/2" deep or shorter than IT long. LDo not cut flanges. Trus Joist rim board 4'-0" length of 3/4" reinforcement on one side at E2, both sides at E3 \ I Plate nail -16d (3-1/2") box at 16"on-center" *,o -mon - Ed (2-1-2") n -center" "ori -1/4" TnJs Joist im board" - 10d (3") " r* Remove tongue and groove from floor panel edges supported by V a -Rim& to ensure quality nailing. 'Conventional construction code minimum for O O 3 a kef rt3 only. See Tier Joist Namer Y tion A3 A3.1 3.2 3.3 ocket Guide for A3.1-A3.31nsta/larion spedtcations. 6-0" length of TA joist reinforcement and B' diameter maximum hole filler block. Use for 11-7/8"- 16' deep 4'A" length with blocking panels; 6" 9-1/2" and 11-7/8' diameter maximum for TJI joists. blocking panels 9-1/2' deep or shorter than 12" long. Pit not cut flanges. Trus Joist . rim hoard ttach reinforcement • to joist with Ed (2-1/2") common nails at 6" on- ,L,O` J center. When Face grain +fF reinforcing both horizontal sides, stagger nails. 08 E2 E3 Filler block Attach with ten 10d (3") box nails, clinched. Use ten 16d (3-112") box nails from each side with 3-1/2" Web stiffeners TJI joist flange widths. required if sides of Use fifteen nails with Backer block hanger do not laterally TJI joist depths Install tight to top support et least 3/8" greater than 16". flange (tight to of TJI joist top bottom flange with flange face mount angers). Attach 0 with ten 10d (3") box nails, clinched Oflangee when possible. hanger acker block Face mount both sides hanger of web with single T11 joist H1 H2 BEAM and COLUMN DETAILS BEARING FOR DOOR OR BEAM TO BEAM BEARING AT WALL WINDOW HEADER CONNECTION Trus Joist rim board Strap per code if or blocking for top plate is not lateral support continuous over header Top flange hanger Face mount hanger ParailamC PSL or limberStrand® O )_3 See current Trus Joist Ll LSL Column literature for framing connectors CONNECTION OF MULTIPLE PIECES OF TOP-LOADEDV BEAMS (1) BEARING AT COLUMN 1-3/4" Width Pieces: Minimum of 3 rows lod (3" x 0.128") nails at 12' o.c. of 4 s 10d (3"x 0128°) nails at FA w stud plate nail -16d (3412' wall at 16" /on -center box at 12" on -center Floor panel nail . aSri t 2-1/2") common at 6" .01 411 '0 on center 1-1/4" Trus Joist rim board 12" oe nail - lOd (3") box at 6' min. an Bou ary nailing - 8d (2-1/2') stall proper blocking common at 4" to support all panel on -center* edges 3.4 See Trus Joist Framers Pocket Cxuide for additional hutallation specifications. 8" diameter maximum hole for 11-7/8" -16" deep blocking panels; 6" diameter maximum for blocking panels 9-12" deep or shorter than 12' long. not cut flanges. Tens Joist rim board ttach reinforcement to joist web with 3 rows 10d (3") pcommon nails of 6" on -center, clinched. l Use Z rows with 9-1/2" Load bearing or shear wall above (must stack over wall below) Blocking B1 BlWeb stiffenersrequired eachside at BIW and B2VJ Trus ),Ist Attach reinforcement rim board to joist with one Bd(2-1/2") common nail at eacah comer 12"length of 3/4" reinforcement on one side at E5, both sides et E6 teLess than end 11-7/8" S" E4 TJI joists. ES E6 Not for use with 3-1/2" TJI joist flange widths Bearing plate: Flush plate with inside face of wall or beam BEARING AT CONCRETE WALL Verify Parallam PSL or Mlmmum row TimberStrand LSL 12" o.c. for 14" and deeper beams BEAM ON COLUMN COLUMN BASE column if using 12d (3.1/4") or larger nails, the CAP capacity and beam number of nailing rows may be reduced raring length. by one. See current Trus Joist 3.1/2' Width Pieces: literature. Minimum of 2 rows 112" bolts at 24" o.c. staggered in so.amw be.wned axmly.r..a:coma barxn WdM. OIMv4,e. use sum«shwa for 9deaoaded beam,. Additional nailing or bolting may be required with Pi P2 O )_( ride -loaded multiple -member beams. Refer to current product literature 1 tNING of rLUUrc V^14Cu Nail Sia 110 and 210 Til 230.360 and 560 closest On -Center Spadng per Raw Trus fold rim board Timberst and LSL 1" 1-12" 1-12" ar wider Mlardlam LVL Parisi -PSL ad (2-1/21 box 2-1/2" 2" 6' 4" "N 2-5/16' ad (2.12") common 3-112" 2" 6' 4' 3' 3 3" lad (3i. 12d (3-1/41 box r 2" a 4- 20" t Ta 10d (37. 12d (3-1/4') comm 4-112' 3' 1 6" 4" 4" 4" 4' 16d (3.1/2") m N.A. 4' 16• 6"�' 6"n1 g• 6" it-- mnded nailing is Won -center in field and 6' on -unites along sheathing edg,: Nailing mquiremeas on englnee d drawings wpe-d- reyomm rdaadaa. Ill r d be offset at least 12" and staggered. 14 ga, staples may be substmated for 8d (2-121) nails If minimism Pmabation oil- imo tilt TJI lout a ram board i fdevad. Farthest On -Center spatting per Row Maximum sp- 8 of Wads n: 12or Joid widths 1-3/4" or lass: 18' omcanter for laid width, greaten tion 1-9w- 24" d, -center FILLER and BACKER BLOCK SIZES L4 tett untreated wood from oath concrete INSTALLATION TIPS ELEVATED COLUMN BASE Optional non -shrink grout P3 5abfloor adhesW wig fmpm,a, floor Performance. but may not be required. Ween lads are doubled at non load hassling paraifel wititwns, space Joists apart Me wdth of the well M plumbing m HVAC. Addnimal joist at plsanbing drop (see detail). �4 Shiaedjold di at joist Pl..Nng drop S r ashblocks and blocking paaaefs carry clacked ,aedtol land, (derail. BI and 623 Pack" cwt the web of a TSI Jpkt (with web diffinen) Is not a wbstdute for squall, bloda or blockmg panek. EXTERIOR DECK ATTACHMENT Structural exterior sheathing Flashing Treated 2x ledger See fastener Trus Joist table below. Maintain rim board 2' distance (minimum) from edge of ledger to fastener. Fastener Allov+ahle Load/Factored Resistance Ito) 1-3/4'rimboard 7"e -Rim" 3/B• lag bol 400 / 630 N.A ) N.A- O V2' la bot 1717 i0 a 325 / N.A. � .wloweue law detammed:n,xoNrie w,tn:se a+. aeamano,eeamK fadmar. max.ea re sun -ensure astaxm , cid! Sl°tt f 1r+.21 2 r DO NOTb-1 cut,i W beyond I-Ide lace of Of rim lolrt OL O Silent Floor joist framing does not require bridging or mid -span blocking 2x4 minimum squash blocks Nail Trus Joist rim board to blocking with connections equivalent to decking schedule INTERMEDIATE BEARING NO LOAD BEARING WALL ABOVE Web sliffeners required each side Blocking panels at 93W may be required with shear walls above or below -see detail 81 I 63 63 Attach reinforcement to joist with one Ed (2-1/2") common nail at /each comer Blocking panel between ch joist. Nail to top plate with connections equivalent to decking schedule. 12' length of 3/4" reinforcement on one side eat s E7, bulb sides at E8 Less than 5" Option in: Apply subfloor adhedvie to all TJI lout blocking with end contact surfacer cks rulafed at 1/3 joist s n locations using o Ed (2-1/2") ac` box nails or 2.1/2" screws, typical Opu n ,".2: 2% strappinginstalled at i/3 joist span locations using Iwo 2-1/2" screws per joist pilon k3: directly applied ceiling hen specified on the layout, one or more of pg a three bracing options shown Umuctll be nrtallad alodcmg panel Load from kabove 1-1/il xmnim squash blocks Use 2x4 minimum squash [S blacks to transfer load around TJI joist Nail through 2x-. wood backer and TJI joist web with 2 rows 10d Blocking (31 common nails at 6" panel n -center, clinched. Use 16d (3-1/2') nails with 3- " TA joist e widths. Wood 0 F backer 6 Fv t \1T �e < Nell by WEB STIFFENER ATTACHMENT tip: 1-1/8"minimum Me 2.3/4" maximum Three Bid (2-1/2") box nails, cinched Three 16d (3-1/2") box nails at 3-1/27.11joist flange widths Web stiffener each j syfj side. See sizes 1--1 below. rent fit O W eh Stiffener Size W Jeb Stiffener Size 1.1/2" 112'x 2-5/16" min -5n6' 7/8" x 2-5n6" min 1.3/4' 5/8" x 2-5n6" min 2-112" TJIFL-ge Widlhs 1-3)4" 2-1/16" "N 2-5/16' }• 9-12• 9-I/2" m 14• or 9-1/2" or War IB' a 14" or 18' ar 11-7/S" Depth 14" it -7 8" 11.7/8" 16' 16• 20" t Ta I� 2a: 12' Two Two Two Filter Block* 2xG 2a8 318' 318' 12" 12' dlehing 2X6 2,8 2.12 (Detail HZ) sheaMln sheathln sheawn dreathln cantilever Flll 2x6 2x10 Jk6+3/8' 2x10+3/8" 2x6+72' 2x10+12" (Detail 1241 4'-0" b'-0' shearhillg sheathing sheathing sheathfng app"k&k Not apdicable long long 44T long GV long 4'-W long &V long Backer Block• 5/e' or 3/a" or i"Net hb 2x8 7x12 (DetaN Fl 3/4• 716' or H2) L4 tett untreated wood from oath concrete INSTALLATION TIPS ELEVATED COLUMN BASE Optional non -shrink grout P3 5abfloor adhesW wig fmpm,a, floor Performance. but may not be required. Ween lads are doubled at non load hassling paraifel wititwns, space Joists apart Me wdth of the well M plumbing m HVAC. Addnimal joist at plsanbing drop (see detail). �4 Shiaedjold di at joist Pl..Nng drop S r ashblocks and blocking paaaefs carry clacked ,aedtol land, (derail. BI and 623 Pack" cwt the web of a TSI Jpkt (with web diffinen) Is not a wbstdute for squall, bloda or blockmg panek. EXTERIOR DECK ATTACHMENT Structural exterior sheathing Flashing Treated 2x ledger See fastener Trus Joist table below. Maintain rim board 2' distance (minimum) from edge of ledger to fastener. Fastener Allov+ahle Load/Factored Resistance Ito) 1-3/4'rimboard 7"e -Rim" 3/B• lag bol 400 / 630 N.A ) N.A- O V2' la bot 1717 i0 a 325 / N.A. � .wloweue law detammed:n,xoNrie w,tn:se a+. aeamano,eeamK fadmar. max.ea re sun -ensure astaxm , cid! Sl°tt f 1r+.21 2 r DO NOTb-1 cut,i W beyond I-Ide lace of Of rim lolrt OL O Silent Floor joist framing does not require bridging or mid -span blocking 2x4 minimum squash blocks Nail Trus Joist rim board to blocking with connections equivalent to decking schedule INTERMEDIATE BEARING NO LOAD BEARING WALL ABOVE Web sliffeners required each side Blocking panels at 93W may be required with shear walls above or below -see detail 81 I 63 63 Attach reinforcement to joist with one Ed (2-1/2") common nail at /each comer Blocking panel between ch joist. Nail to top plate with connections equivalent to decking schedule. 12' length of 3/4" reinforcement on one side eat s E7, bulb sides at E8 Less than 5" Option in: Apply subfloor adhedvie to all TJI lout blocking with end contact surfacer cks rulafed at 1/3 joist s n locations using o Ed (2-1/2") ac` box nails or 2.1/2" screws, typical Opu n ,".2: 2% strappinginstalled at i/3 joist span locations using Iwo 2-1/2" screws per joist pilon k3: directly applied ceiling hen specified on the layout, one or more of pg a three bracing options shown Umuctll be nrtallad alodcmg panel Load from kabove 1-1/il xmnim squash blocks Use 2x4 minimum squash [S blacks to transfer load around TJI joist Nail through 2x-. wood backer and TJI joist web with 2 rows 10d Blocking (31 common nails at 6" panel n -center, clinched. Use 16d (3-1/2') nails with 3- " TA joist e widths. Wood 0 F backer 6 Fv t \1T �e < Nell by WEB STIFFENER ATTACHMENT tip: 1-1/8"minimum Me 2.3/4" maximum Three Bid (2-1/2") box nails, cinched Three 16d (3-1/2") box nails at 3-1/27.11joist flange widths Web stiffener each j syfj side. See sizes 1--1 below. rent fit O W eh Stiffener Size W Jeb Stiffener Size 1.1/2" 112'x 2-5/16" min -5n6' 7/8" x 2-5n6" min 1.3/4' 5/8" x 2-5n6" min 2-112" 1" x 2-Sn6' minimum 2.1n6" 3/4"x 2-5n6" min 3-1/2' 2x4 Sa(ery bradng 0x4 um) at 6 an -curter and me,& -dad se braced end -.11. fasten at -,h lot# wnh Kvo 8d i2 -1/Y) nails minimum (see WARNING). DO NOT un aasam lumber for avrra board or Mooring. Snaar aambrr may rbrbsk after inn !dation. ALLOWABLE HOLES - TJI Joists 1 -In' We may be \ No4 -baht see T*I-A see Tables ea am'v,nmaM M /"""�1d .+Tameode hatd,d rurw DONOT anm% cur or nWch Garage. 6` 0PP O 6' l 2xD i UI L2 2,L m:mmum 6' 6' rapplic� �" as stole, r"oat u, n�u wi 6..1., � an /,sun knerkoal,) r-Yl'M rannr�.vr DO NOT Table A - End Support ewtiofesMc HI r imum distance from ed a of hole to inside face of nearest end rt reM7c'YC11°nt ROUND HOLE SIZE S ARE OR RECTANGULAR HOLES IZE ". .. a -an ctrl a, ra •pm-n'aaan:w,:nn,e nUnnnJWdrr o:ot hrY.a6v raznrauna M.yn-Mn:nran six p✓w+oywrt. rw• e:.W e.4wevl er Yr auo-+mdre enol''ed ndK-yod:MntcaM+ga]'+M'dnau^t6uleb'okr a.M]9'nw:ln,an,�.r>y.b'au. This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide. which should be referenced for addition I GENERAL information. _ T PP,IME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE RANGES FOR SPECIFICATIONS, IT OENS, AN THE EFI MATERIA SCONDITIONS, ANS, REMEDY ALL REQUEST CLARIFICATION LARIFICIN BEFORE PRIOR T CING COMMENONTRACTOR OR CONTL NUA ON OF WORK ROUGH ELECTRGAPLUTIBTNGCAND DHIVAC PR ORINTOOINSU A INRfs AND APPROVAL PESFTROCKINGI PAINTER O MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SRE u• bre 6 - Intermediate or Cantilever Support Ira distance from edge of hole to inside face of nearest intermediate or cantilever support ROUND HOLE 512E S ARE OR RECTANGULAR HOLE S12E TJI .. .. ri .. 6-terrs al^ 13` ■® 1P IlrW 116-V I ld'- Zeis' 360 1'-0' 1'd' 1'O" 11'-0" 15'b" 1-m T.6' TA` Il' -6` 165` 21'n` 20` i 0 i' 1'-D" 1' V' 15' S'-6" -0' I -p IT- ' I ` intangular hole bssad on measurement of imisr" ddn H•lh _b,, lo:ated veAlrally anywhere within the web. Leave 1/8' cif web (mrnrmum) m top and bottom efhole. asakwh arc lasted in web at algracsnaately t2' on -.anter; theydo not affea hole ' piacament. .For simple goes, (5' minimum) unsfonnN loaded joins meeting the requirements of wrrant Tms lain product guide, one maximum size -d hole maybe located at the enter of Me joist man prorAded no other hotel occur In the Joist. • Dioances are based on Mu Me maximm uniform loads shown rr in cuent Tms Joist product guides. For other load coraeff ns or hoe configurations contact your Trus Jmst mpresentat" ALLOWABLE HOLES - Beams and Headers x diameter of the largest We (mi -Ir -r) B 3 dept, o^twed bole e o O coronty-d1iotrandon/y • i/3 depM • • in the-rtrr ufbl-. 1/3 span Anwred note zona Ilan.. ROUND HOLE CHART sir.M DEVfFI AIAXIfelIM 0.OUND HOLE S"i, 4-3/8'1 1" . for unlfoamly loaded beams only- 5-1/2" I-3/4" Rectangular hales are not allow N. 7-1/4" to . Ne hnt:.s In cantlrven. TX" nlue.eabn ry Mlowed ride Zona . No holes in headers or beams in plank ostentation. T11 JOIST ATTACHMENT at BEARING TJI Joist to Bearing Plate Squash Blocks to TJI Joist (Load bearing wall above) Trus Joist rim board One rod (39 box an inm tad, flange O:m ad (2-1/2") box nail earn side. Drive nails at an angle at lead 1-IrY from end. 1-3H' minimwn beastly{ at end ppod; 3-12" minfmum at intermediate upport shear hand . tots -&Ions equlvslrnr m )Poor pond rrailmg rcheaiule Rim to TJI Joist Tms Jnid rim board a 1-3le wide TJI rim joista,e lOd (31 box 3-12' wide Tli rim nail tido tech flange TJI flow J.I tToe tug with to hiss 2-1/16"-2-5/16' wide (3") Dox nails, one each side of Tl l jots, flange TJI rim joistone 16d (3-12") box nail into each flange 3-1/2" wide TJI rim Joist Top thew BEAM ATTACHMENT at BEARING Tnls Joist rim board Ogre tOd W) box t-12'nu owl an,t: ode vt ter at beanng. mlMmum h our end q NamMg p/en (ar appsrabk) a Framer} PoekN angletominimize Lu/du forte /mum evrdand Mtevmedtale beeNnq mlittingdpiate / rsg/y- WARNING4 Joists are unstable until braced laterally :,, G. •`� ,}'k yes• Bracing Includes, yP„~"''fir .". fir• • aloddng a SheatMng . Hangers ♦ icon fiord; ^„ = e } DO NOT allow workers to walk on .sena 1,_. Rank., ; DCt Tstark bJibding rnati-lack 4 S Rack At er%Julrts:Pny�. Jo • ":�v !¢tam{, . until braced. INJURYMAYRESVJT. WARNING -NO MS. Lack of concern for proper bracing during construction can result in ser)[ltgs ciders . ^ -{.er notion . f thg .�; following guidelines are observed, accident av I '• "/ ^"' � ��� 1 MI bionng,bar:grs. rim board, and nm Ions, i' at the and rle d Me Tit Iwm missbe son{A nge�la•_ ods.-oynly Waded ra \b`,fir. 2. -as sang@, sae a Ixacad end uull w an wining d«k mu,t be enablidwl r M,e end. riche tK,x «unyli:fledW , Immm+rY d ixmunaa deck hhemt id f-aJ so aha M1nt .left ar lends st eat ul1x .kva. 'X+ � yi . �• :-yj r ^�i/'2,..cY,(f� 1.:afrty baong Imo of I.a tmm:muml mux Ix nailad ao •dead end wall a thaaMed area av :n nate 2 ii44 ro za.a k'.Phv4tMm'> bang, hxklmg aulcvan o roll u Nk* wrbaNc und. be-- bad, - hk_ a rwkcr w arx: hya' 4. Sheae,ine must ba faelly attadaN N exh Tit idsl briar addit--I lands ono be doled on ere aynrm. "• o LL ' i' "� ` 5. EMs oa mrileeen eqWay marine on loll, tbatwrW 6. The Rage, mast mmaln.#gM althlnato-a d ln' nom true ailgnment LL GENERAL CONTRACTOR SHALL ISE RESPONS!'BLE FOR ALL 'BUILDING DEPARTMENT INSPECTIONS I AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS, REVISIONS I `,LI/ Q Z W0 •� J d c Q Z W LL W �.j d �r • P� DRAWN: MH / MS SCALE, 1/4"=I'-0" JOB #: January 31, 2014 SHEET NUMBER: LA i� Cz P'�•1 N U t� "N a }• 1�+ H L� w x y" Li; � Z V U L; Y ".tI�J.a shy bo � t Ta I� `,LI/ Q Z W0 •� J d c Q Z W LL W �.j d �r • P� DRAWN: MH / MS SCALE, 1/4"=I'-0" JOB #: January 31, 2014 SHEET NUMBER: LA i� WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMF14DED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4" MAX. 1-1/2" SPACE MINIMUM HANDRAILS T-11 -1 BALUSTERS OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE LEDGER WOOD JOIST 4" MAX, 4" DIA- MAXIMUM .44111'k - CEILING JOIST TO BLD .CONN CTtON LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16 -OC WITH WASHERS FLOOR FRAMING FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. PIECE OF SIDING BELOW 1/2" DIA. LAG BOLTS W/ WASHERS CONNECTED TO BLDG. @16" OC 2x JOISTS BLOCKING FOR JOIST HANGER LAG BOLTS0 RIM JOIST / BD. e e O DECKIPORCH LEDGER CONNECTION X RAFTER RIDGE RIDGE -TO -RAFTER CONNECTION RI DESCRIPTION APPLICAT 1-1/4"x24" 20ga. STRAP I APPLY OVER RIDGE T RAFTER TOP PLATE WALL STUD RAFTER TO P AT /ST ID ONNECTION LEDGER RAFTER RAFTER -TO -LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS 16"C RAFTER SIZE USP NUMBERI DESCRIPTION I APPLICA 2x6 -2x8 LS26 IBga. SLOPE HANGER JAPPLY TO EACH R EACH RAFTER 2X10 LS210 118ga. SLOPE HANGER APPLY 70 EACH R LOCATION JUSP NUMBER DESCRIPTION APPLICATION 4"- 6" RAFTER RT10 10-3/4"x 18ga. TYDOWN ANCHOR CONNECT TO RAFTER/PLATE EACH RAFTER 8" -12" RAFTER RT20 21-1/8"x 20ga. TYDOW'N ANCHOR CONNECT ICESHIELD EACH RAFTER JOIST GIRDERIHEADER FL7�L3 � : � . ► . (JOIST TO GIRDER/HEADERI RTIO ITYDOWN ANCHOR CONNECT TO EACH JOIST WOOD JOIST GIRDER/HEADER WOOD JOIST FLUSH JOISTSxnTH H Ab / .IR R ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHEk THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. WOOD JOIST BLOCKING WOOD GIRDER SPLICED JOISTS OVER HEADEWCIRDFR, PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND USE WITH RT10 TYDOWN ANCHORS RAFTER TOP PLATE WALL STUD RAFTER TO PI ATFXT11r) fnNNrfTlnwl KING STUDS CRIPPLE STUD HEADER JACK STUDS H WASHERS HEADER-TO-POST/STun mNnlrCnn 1 LOCATION JUTNUMBER DESCRIPTION / LEDGE ALL OPENINGS LSTA12 1-1/4"x12" ZOga. STRAP / LEDGE JALLOPENINGSIRT30RPT71 TYDOWN ANCHOR I LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE PT15 TYDOWN ANCHOR CONNECT EACH ICESHIELD ad SNOW RAFTER TO PLATE PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER DECAY DESIGN UNDERLAYMENI PLATES TO EACH STUD GIRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION [6x6 OLID COLUMN PBS44 / PBSE44 / KC44 POST CAP ANCHOR APPLY TO EACH COLUMN OLID COLUMN PES66 / PBSE66 / KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN STU BEARING PLATE s "17DOUBLE 2x (MINIMUM) — I FOR HEADER II OR BEAM ROD EQUIRED li FOR STU I I THREADED ROD CNW COUPLER NUT Y— MINIMUM J __END DISTANCE HOLLOW COLUMN UPLIFT SIMPSON STRONG TIE MODEL STRRI/2 INSTALL AS PER MANUFACTURE'S RECOMENDATIONS POST RIM/DECK JOIST APPLICATION Y TO EACH JACK TO EACH CRIPPL POST_TO-DKK CONN CTION USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS GIRDER/HEADER POST/COLUMN POST -TO -GDR /HEAD R CONNECTION USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS CONCRE, HEADER/GIRDER-TO-POST CONNECT] LOCATION USP NUMBER I DESCRIPTION APPLICATION (2) BEAMS PAU44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH PIE (3) BEAMS PAU66 OR WE66 1POST / BEAM ANCHOR APPLY TO EACH PIE POST 12"xI2"xI2' CONCRETE FOOTINC DECK POST FTC. CONNECTION LOCATION USP NUMBER DESCRIPTIONAPPLICATION 4X4 POST PAU44 OR WE44 POST/ BEAM ANCHOR APPLY TO EACH FOOTING 6X6 POST PAU66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH FOOTING f11AASTff L. lFMn"nu,� r GROUNC WIND SEISMIC NOTES FROST- QTY. SPACING WINTEA ICESHIELD ad SNOW SPEED DESIGN EATHERIN( UNE TERMITE DECAY DESIGN UNDERLAYMENI FLOOD LOAD (MPH) i CATEGORY TOE -NAIL DEPTH AS PER TABLE 3.7 EACH TEMP. REQUIRED HAZARDS 45 LBS. 120 B SEVERE 3 FT, MODERATE SLIGHT TO WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER TO HEAVY MODERATE 11 NONE Z - Ed COMMON DECK AND COVERED PORCH NOTES: ). Unless otherwise noted, all framing material to be N1 ACQ pressure treated lumber. II fasteners, hangers and anchors to be galvinized or stainless steel. ). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts 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. 3). Posts supporting girders shall be anchored to a minimum 24"x24'Sd2' thick concrete footing. Use a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. 4). Deck joists to have blocking at 8'0 o.c.. ). Flashing shall be installed between the building and ledger. Lapping up the sheathing and over the ledger. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts at 16" o.c. 6). Concrete piers shall be a minimum 6" above grade. ). All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). ). Covered Roofs shall be assembled and anchored the same manner as a typical building. 9). Use simpson hangers and anchors with 2 -MAX tripple protective coating or equal or any contact with ACQ. NAILING SCHEDULE JOINT DESCRIPTION QTY NAIL NOTES JOIST TO: QTY. SPACING 4 - 8d COQ STRUCTURAL PANEL ad AS PER TABLE 3.8 2 _ 8d COQ TOP PLATE 10' WALL: 4-8d COMMO WFCM - SBC TOE -NAIL vnnr CeAnnlwlf. JOINT DESCRIPTION NAIL NAIL NOTES JOIST TO: QTY. SPACING 4 - 8d COQ RAFTER TO S' WALL: 3-8d COMMOIS EACH 2 _ 8d COQ TOP PLATE 10' WALL: 4-8d COMMO RAFTER TOE -NAIL CEILING JOIST 8' WALL: 3-8d COMMON EACH FACE TO TOP PLATE 10' WALL: 4-Sd COMMO JOIST TOE -NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING TO RAFTER Z - Ed COMMON EACH TOE FLOOR JOIST, BAND JOIST, 2 -16d COMMO END NAIL RIM BOARD TO RAFTER 2 - 16d COMMON EACH END END NAIL XWAII rDAAAn,1r. JOINT DESCRIPTION NAIL NAIL NOTES JOIST TO: QTY. SPACING 4 - 8d COQ TOP PLATE TO EACH PER 2 _ 8d COQ TOP PLATE 2 -16d COMMO FOOT FACE NAIL TOP PLATES AT INTERSECTIONS 4 - lbd COMMO JOINTS FACE LEDGER STRIP EACF1., D BLOCK ' EA. SIDE NAIL STUD TO STUD 2 _ 16d COMMO 24" FACE BAND JOIST i.' 1. O.C. NAIL HEADER HEADER 16d COMMON 16" O.C. FACE RTO VIL ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMO PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMO PER 2x6 STUD NAIL BOTTOM PLATE TO: FLOOR JOIST, BAND JOIST, 2 -16d COMMO PER FACE NAIL END JOIST OR BLOCKING FOOT JOINT DESCRIPTION NAI! QTY. JOIST TO: LL, TOP PLATE OR GIRDER 4 - 8d COQ BRIDGING EACH TO JOIST 2 _ 8d COQ BLOCKING NAIL TO JOIST 2 - Sd COQ BLOCKING TO -3 C "V SILL OR TOP PLATE -16d COP LEDGER STRIP EACF1., D BLOCK ' TO BEAM 3 -16d COP JOIST ON LEDGER ACE N TO BEAM 3 - gd COP, BAND JOIST i.' 1. TO JOIST 3 -16d CON BAND JOIST TO: SILL OR TOP PLATE 2 _16d C011 NAIL SPACING NOTES PER To JOIST NAIL EACH TOE END NAIL a,, ' EACH TOE C "V END itiAILY EACF1., D BLOCK ' ' I(1„ r+ 7 :)?ACE !01ST ACE N . C] i.' 1. �J ;1; all VIL V Ti E,; 7. . EMAIL ♦t Jt _.. �. 1.; 0 PAINT T ER O PRIME AND PAINT ALL P DOO , T EDGES O MAINTAIN CONTRACT HA OR SHALL NOTIFY ARCH(T ECT OF Y N DISCREPANCIES r NC ES B MANUFAETWEEN THEDRAWINGS. CTTJRER'S WARRANTY AND SHALL BE 1NSPECTEb TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY O EQUIPM NT AND MATERIALS,ONS, AND SHALL AND REMEDY ALL DIOUEST SCI2EPANCLARIFICATION CIPES (WITH ARCHIORE TECT PRIOR TO (THE CONTRACTOR OR CONT NUA O OF WORK GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL CF ALL GENERAL CONTRACTOR SHALL BE RESf'ONS!ELE FOR ALL BUILDING DEPARTMENT INSf'EG?IONS ROUGH ELECTRIC, PLLLI'7BING, AND HVAC PRIOR TO INSULATINCs AND SHEETROGKINs AND SHALL SECURE THE C of O PRIOR TO REGEIYINCs FINAL PAYMENT FROI"1 OWNERS. I REVISIONS i 0 r U © zZ . �.�.� W 0 0Z �_ LL W C) J O DRAWN: MH / MS SCALE: 1/4"=l' -O" JOB #: January 31, 2014 SHEET NUMBER: N 71 a,, M }� C C "V M p, w C] V Ti m 0 U © zZ . �.�.� W 0 0Z �_ LL W C) J O DRAWN: MH / MS SCALE: 1/4"=l' -O" JOB #: January 31, 2014 SHEET NUMBER: GENERAL NOTES CONSTRUCTION NOTES: 1). The information within this set of construction documents is related to basic design intent and framing details. They are intended as a construction aid, not a substitute for generally accepted good building practice and compliance with current New York State building codes. The General Contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed product. 2). The General Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this building and should be adhered to even if in variance with the plan_ 3). Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4). The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. There are no warranties for a specific use expressed or implied in the use of these plans. 5). Refer to the Window and Door schedule for exterior openings. 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets or exceeds manufacture's specifications and applicable codes. 7). The General Contractor is to consult with the owner for all built-in items such as bookcases, shelving, pantry, closets, trims, etc. 8). Wind load requirements shall be taken into account during construction. FOUNDATION NOTES: 1), The General Contractor and Mason to review plans, elevations, details and notes to determine intended heights of finished floor(s) above typical grade. 2). All footings to rest on undisturbed (virgin) soil. 3). Provide 1/2" expansion joint material between concrete slabs and abutting concrete or masonry walls occuring in exterior or unheated interior areas. 4). Any new concrete walls being attached to existing concrete structure shall be installed with #5 re -bar, 18" long at 12' o.c.. Use approved epoxy for installation. 5). Unless otherwise noted, all slabs on grade to be 2500 P.O.. Concrete to be poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. interior slabs to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with 6' maximum lifts (layers). 6). Crawl spaces to be provided with a minimum 18'x24" access opening. Install one 8x16 cast iron foundation vent for every 150 sq. ft. of area. 7). Dampproof exterior of foundation with bituminous coating as per section R406 of N.Y.S. Residential Construction Code. A 6 -mil polyethylene film shall be applied over the below grade portion of exterior walls prior to backfilling. 8). Drainage as per section R405 of N.Y-S. Residential Construction Code. FRAMING NOTES 1). All framing techniques and methods as prescriptive design of 2006 SBC High Wind Edition Wood Framing Construction Manual. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. Douglas Fir. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted otherwise. 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall openings between 41 and 60 and 2x6 wall openings between 511 and 89. Provide fire and blocking where applicable. 5). All flush beams/headers to be installed with heavy duty galvinized hangers and anchors where applicable to all connecting joists. 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub Floors to have ceramic the installed shall be verified for proper load capacity unless noted on plans. 7). Provide 2 -1-3/4" thick microlams ( height to match floor joists) around stairwell and/o other access openings unless otherwise noted (typical). 8). Dormers running up roof rafters are to be supported by double rafters on either side where applicable unless otherwise noted. 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists under all bearing walls. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as needed. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4 -ply Fir CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subfloor as per manufacture's instructions. 13). All bathroom walls to have 1/2" thick moisture -resistant sheetrock. Garage walls and ceilings and over furnace to have 5/8" thick type -x sheetrock. All other parts of building to have regular 1/2" sheetrock. All walls to be taped and finished. 14). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. WiND FRAMING NOTES 1). RIDGE -TO -RAFTER ASSEMBLY: 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. When a collar tie is used in leu of a ridge strap, the number of 10d common nails required in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. 2). RAFTER -TO -WALL ASSEMBLY: Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters or trusses shall be attached to the wall top plate and the wail top plate shall be attached to the to the wall stud with uplift connections. Roofs overhanging the rake side of the building shall be connected with uplift connections in accordance with table 3.3c. 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift connections in accordance with table 3.3b. When wall studs above do not fall in line with studs below, the studs shall be attached to a common member in the floor assembly with uplift connectors in accordance with table 3.3. 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift connectors. Steel straps shall have a minimum embedment of 7 inches in concrete foundation and slab -on -grade, 15 inches in masonry block foundations, or lapped under the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all corners. 5). TYPE i EXTERIOR SHEARWALL CONNECTIONS: Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior attached with 8d common nails at 6" o_c_ at the panel edges and 12" o_c. in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel edges and 10" o.c. in the field shall be in accordance with the length requirements specified in table 3.15a -b. 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: Type It exterior shearwalls shall meet the requirements of table 3.15a -b times the appropriate length adjustment factors in table 3.16. 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when interior shearwalls are used. Sheathing and connections shall be in accordance with 2.4.4.2 and 2.2.4 respectively, 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance with table 3.5. Window sill plates shall be have steel connectors in accordance with table 3.5. 9). CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters shall either be notched and anchored on top of the beam or slope connectors shall be attached to each rafter -to -ridge along the open ceiling part of the building. Connections to the ridge and wall shall be be attached with the above requirements. DECK AND COVERED PORCH NOTES: 1)- Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvinized or stainless steel. 2). Girders for deck joists to be bolted to each post with washers and nuts. 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. 3). Posts supporting girders shall be anchored to a 12"x12"xl2" thick concrete footing. 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. 4). Deck joists to have blocking at 8'0 o.c.. 5). A minimum of 10 inch flashing shall be installed between the building and ledger. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts where needed. 6). Concrete piers shall be a minimum 6" above grade. 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). Covered Roofs shall be assembled and anchored the same manner as a PLUMBING NOTES 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential Construction Code. 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, provide adequate bracing and plates to protect and secure the structure. Verify with the state code and manufacture's recommendation for maximum hole size and spacing permitted. HVAC SYSTEM NOTES 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety requirements. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General Contractor and owner for final review and aporoval. ELECTRICAL NOTES: 1). All electrical to be installed as per N.Y.S. Residential Construction Code. 2). All electrical work shall be approved by a qualified Underwriter. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 of N_Y.S. Residential Construction Code. NAILING SCHEDULE ROOF FRAMING: JOINT DESCRIPTION QN NAIL NOTES QTY. QTY. SPACING gd RAFTER TO B' WALL: 3-13d COMMON EACH TOE -NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER SEE NOTE: 1 CEILING JOIST 8' WALL: 3-8d COMMON EACH FACE TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE -NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER 2 -16d COMMONIL END NAIL RIM BOARD SEE CONSTRUCTION ANDWIND PATH CONNECTION EACH END TO RAFTER 2 - lbd COMMON END NAIL WALL FRAMING - JOINT DESCRIPTION QN NAIL NOTES QTY. QTY. SPACING gd TOP PLATE TO 4 - 8d COMMON PER FACE NAIL TOP PLATE 2 -16d COMMON FOOT SEE NOTE: 1 TOP PLATES AT 6" O.C. FIELD JOINTS FACE INTERSECTIONS 4 -16d COMMON EA. SIDE NAIL STUD TO 60 EACH FACE STUD 2 -16d COMMON24" O.C. NAIL HEADER TO ATTICS w/ STORAGE 16" O.C. FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD END PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: 40 PER FACE NA IL FLOOR JOIST, BAND JOIST, 2 -16d COMMONIL FOOT SEE NOTE: END JOIST OR BLOCKING SEE CONSTRUCTION ANDWIND PATH CONNECTION PER END JOINT DESCRIPTION NAIL NAIL NOTES QTY. QTY. SPACING gd JOIST TO: 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER 6d COMMON JOIST NAIL BRIDGING 6" O.C. FIELD EACH TOE TO JOIST 2 . Bd COMMON END NAIL BLOCKING 60 EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO: ATTICS w/ STORAGE EACH TOE OR TOP PLATE 3 -16d COMMONSILL BLOCK NAIL LEDGER STRIP C EACH FACE TO BEAM -16d COMMON JOIST JOIST NAIL JOIST ON LEDGER 40 PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST SEE CONSTRUCTION ANDWIND PATH CONNECTION PER END TO JOIST 3 _ 16d COMMO JOIST I NAIL BAND JOIST TO: 2 -16d COMMONPER SEE FLOOR PLANS AND WINDOW SCHEDULE TOE NAIL SILL OR TOP PLATE Sym.. FOOT SEE NOTE: 1 IMATA»i;1SAN d:1iO4rdn JOiNT DESCRIPTION NAIL I NAIL BUILDING USE QTY. SPACING STRUCTURAL PANEL gd AS PER TABLE 3.8 WALLBOARD (SEE PLANS) WFCM - SBC CEILING SHEATHING: JOINT DESCRIPTION NAIL NAiL BUILDING USE QTY, SPACING GYPSUM 5d COOLERS 7" O.G. EDGE WALLBOARD (SEE PLANS) 10" O.0 . FIELD WALL SHEATHING: JOINT DESCRIPTION NAIL NAIL BUILDING USE QTY. SPACING STRUCTURAL 8d COMMON AS PER TABLE 3.9 PANELS (SEE PLANS) WFCM - SBC 7/16" OSB 6d COMMON 3" O.C. EDGE PLYWOOD DECAY 6" O.C. FIELD GYPSUM 2006 SBC HiGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL 7" O.C. EDGE WALLBOARD 5d COOLERS 10" O.C. FIELD Fi nnp SHFATHINr.- JOINT DESCRIPTION NAIL NAIL BUILDING USE QTY. SPACING STRUCTURAL PANELS gd COMMO 6" O.C. EDGE 1" OR LESS (SEE PLANS) 12" O.C. FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6" on -center at the panel edge. If wall sheathing is nailed 3" on -center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced tol -16d nail per foot. PLAN CONTENTS: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL SEISMIC BUILDING USE RESIDENTIAL DWELLING AT PANEL EDGES BUILDING HEIGHT (SEE PLANS) ICESHIELD TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) SPEED DESIGN PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND LiNE DESIGN CRITERIA DECAY DESIGN UNDERLAYMENT 2006 SBC HiGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES CATEGORY SEE NOTES: 1,3 EXT, BALCONIES 60 DECKS 40 HAZARDS ATTICS w/o STORAGE 10 B ATTICS w/ STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSE) - C ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRS 40 GAURDRAILS ANY DIRECTION 200 EXPOSURE CATAGORY (DESIGNED FOR CAT. C) LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE W NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Sym.. Z FIRE PROTECTION E~ V1 O SEE FLOOR PLANS � SMOKE & CO2 DETECTORS O TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK a CLIMATIC GFOGRAPHiC DESIGN CRITERIA GROUND WIND SEISMIC NOTES FROST AT PANEL EDGES SUPPORTS IN THE PANEL FIELD WINTER ICESHIELD Sd COMMON @ 6' O.0 SNOW SPEED DESIGN WEATHERING LiNE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY SEE NOTES: 1,3 DEPTH Q V TEMP. REQUIRED HAZARDS 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TOTO 11 YES - C fn HEAVY MODERATE 0 ROOF SHEATHING REOUiREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE Sd COMMON @ 6' O.0 8d COMMON @ 6" O.C. SEE NOTES: 13 INTERIOR ZONE Bd COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTES: 1 (BOTH FIELDS) INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.0 8d COMMON @ 4" O.C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o_c_ 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE Sd COMMON @ 6" O.0 Sd COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE 5/8" TYPE -X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z -MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Section R602.8 - FIREBLOCKING REQUIRED Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood -frame construction in the following locations. 1). in concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 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. 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R314.8, N.Y.S. Residential Code. 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of flame and products of combustion. 5). For the fireblocking of chimneys and fireplaces, refer to Section R1001,16. N.Y.S. Residential Code. 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 GCNTRACTOR TO GOCRCINATE MEETING WITH CiUNERS FOR APPROVAL CF ALL GENERAL CONTRACTOR SHALL ESE RESPONSIE%LE FOR ALL ESUILCING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK I DIMENSIONS AND CONDITIONS ATJOB 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 1 ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TC INSULATING AND SHEETROCKING I AND SHALL SECURE THE G or O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS 4 f7 Q V 0 N n U .N a C � m H w in Ki O iM V C fn 0 TW t,/ 1 O W Z E~ V1 O � O 0 U a Q Z Z Q J 1_: Elf W0 • *" c J OO.. � W W Ll_ W O O M DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB #: January 31, 2014 SHEET NUMBER: A-1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I 1 I 1 1 / 1 1ST. FLOOR PLAN PROJECT NORTH 1 1 1 I I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1� 1 1 11 1 1 1 1 I I OI 1 1 1 1 I t 1 1 1 I i II 1 i l l w� I I i 1 1 I 1 1 1 ; 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I 1 I 1 1 / 1 1ST. FLOOR PLAN PROJECT NORTH 1 1 1 1 1 1 1 I 1 1 1 1 1 1 0 1 1 1 1 1 1 1 1� 1 1 1 1 1 1 1 I I OI r� 1 1 1 F - - - - - - - - - - - - - - - - - - - 1 1 1 1 1 1 • 1� .�to] , o� o. 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 1VORK CONTRACTOR SHALL VER!FY ALL GENERAL CONTRA -TCR TO COORDINATE MEETING WITH OWNERS FDR APPROVAL OF ALL GENERAL CONTRACTOR SFIALL BE RESPONSIBLE FDR ALL BUILDING DEPARTMENT INSPECTIONO MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK I 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. I ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEFTRor-KiNG , AND SHALL BECURE THE C OF 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISION'S 0 N U m r� o_ G o O ® O a w� Q H a �a W � U U Q a o �W v o zZ J � W0 cwZ LL W O O C'7 DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB #: January 31, 2014 SHEET NUMBER: 1 1 - ' � 1 % / i I 1 AER BA' ---------- BEDR BATH`No. WALK-IN C L ET , BALCONY MASER BEDROOM TY r� / \ ----------- ------ -- 70 k� ------------------____________________ _ -- --- ----- LOFT , 1 , � , 1 1 r i 1 i Lr_.=J . ♦ 1 1 1 1 1 1 1 1 PROVIDE POWER FOR RETRACTABLE AWNING (VERIFY WITHOWNER) 2ND. FLOOR PLAN SCALE: 1/4" = 1' s E PROJECT NORTH N VAx, V 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 ALLGENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SI IAL.L BE RESPONSIBLE FOR ALL BU! -DING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALLWORK 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 8HEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS - REVISIONS 0 H U H N m N a m �z Lo �1 O z V 1 o � 9a O a W wU � ZU O N W W 0 n� O Q Z J F- Wo oz LLw M� DRAWN: MH / MS SCAU,: 1/4"=l'-0" JOB #: February 03, 2014 SHEET NUMBER: