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HomeMy WebLinkAbout30909-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31595 Date: 06/06/06 THIS CERTIFIES that the building ADDITION Location of Property: 925 WOOD LA PECONIC (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 86 Block 6 Lot 10 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 20, 2005 pursuant to which Building Permit No. 30909-Z dated JANUARY 21, 2005 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 PORCH ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ANTHONY & ROSEANNE LOFASO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2072999 05/17/06 PLUMBERS CERTIFICATION DATED N/A /�thorAed S gnature Rev. 1/81 j' Form No.6 fI ?35 TOWN OF SOUTHOLD BUILDING DEPARTMENT 10 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. V 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 $25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, 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. 4�1/p 106 New Construction: Old or Pre-existing Building: (check one) Location of Property: 901 s t /"-Zt pC ki71 Q House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block_ Lot t7 Subdivision _ _ Filed Map. Lot: Permit No. 30909 Date of Permit. //-34 �� Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: Applicant Signature c 0 e- 315�s FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31596 Date: 06106106 THIS CERTIFIES that the building ADDITION Location of Property: 925 WOOD LA PECONIC (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 86 Block 6 Lot 10 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 20, 2005 pursuant to which Building Permit No. 30909-Z dated JANUARY 21, 2005 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 RECONSTRUCT ATTACHED GARAGE TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ANTHONY & ROSEANNE LOFASO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2072999 05/17/06 PLUMBERS CERTIFICATION DATED N/A Aut riz Signature Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD I l 73S 10 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$25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool$25.00, Accessory building$25.00, Additions to accessory building $25.00, 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: Alm p�� House No. Street Hamlet Owner or Owners of Property: // Suffolk County Tax Map No 1000, Section Sl0 _BlockSubdivision Filed I Filed Map. _Lot: _ Permit No. �� 05 Date of Permit. Applicant: Health Dept. Approval: rr Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: Applicant Signature CO z23 ) S 9 ` o rrrs�r flL3rC �l�n�n�l�nrr�nsrrrr�ntrs�l�n�n�nsmi 00000011 lrs��nrnrs�nr���lt r�l��I�n�l��rn�n�lsr��n�n o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS S 5 BUREAU OF ELECTRICITY S 5 40 FULTON STREET — NEW YORK, NY 10038 C� 5 CERTIFIES THAT 5 L5J Upon the application of upon premises owned by 5 5 5 JIM SAGE ELEC. INC. A.J. LOFASO rrrr5j 5 P.O. BOX 38 6015 INDIAN NECK LANE GREENPQRT,jNY 11944-0038,1 PECONIC, NY 11958 5 e5 Located at 6015 INDIAN NECK LANE PEICONIC, NY 11958 c5 Application Number: 20729995 Certificate Number: 2072999 Section: Block: Lot: Building Permit: BDC: ns11 Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of 5 e5 electrical devices and wiring, described below, located in/on the premises at: 5 First Floor, Second Floor,garage, Detached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed rrrr��u 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 55 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in therewith on the 17th Day of May, 2006. 5 5 Name QTY Rate Rating Circuit Type 5 Alarm and Emergency Equipment 5 5 5 Sensor 2I 0 Carbon Monoxide 5 Sensor 2 0 I Smoke 5 5 Appliances and Accessories r Electric Heater Baseboard' 1 0 .25 KW 5 Electric Heater Baseboard 11 0 .375 KW 5 Panels 5 5 1 60 9 5 Wiring and Devices 5 5 Outlet 13 0 Fixture S 5 Fixture 13 0 Incandescent 5 5 Outlet 20 0 General Purpose 5 5 Receptacle 15 0 General Purpose 5 5 Switch 13 0 General Purpose L+ 5 GFCI Circuit Breaker 1 0 20 amp General Purpose 5 5 Receptacle 1 0 GFCI 5 seal �5 1 of I 5 This certificate may not be altered im any way and is va idated'',only by the presence of a raised seal at the location indicated. 5 5 I S O rJ�r1rJ�cnr�r�rr�rJrJcP rJ rJ rJrJ� IMM c.nrl0M M MMnrJMMrJ�r:PrJ�IMEMUrJ�c rdnrJrJ�rJ�rJ�rJrJ�cJ�rJ�rJ@nrltJ�rJ�rJ�c n o FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30909 Z Date JANUARY 21 , 2005 Permission is hereby granted to : ANTHONY LOFASO 2 PAULINE DRIVE FARMINGDALE,NY 11735 for PORCH ADDITION TO AN EXISTING DWELLING & RECONSTRUCTION OF AN EXISTING GARAGE AS APPLIED FOR. 2 COS REQUIRED. at premises located at 925 WOOD LA PECONIC County Tax Map No. 473889 Section 086 Block 0006 Lot No. 010 pursuant to application dated JANUARY 20, 2005 and approved by the Building Inspector to expire on JULY 21 , 2006 . Fee $ 252 . 60 r f i' ut rize ignature ORIGINAL Rev. 5/8/02 I AP .a TOWW'OF SOUTHOLD PROPERTY RECORD CARD MY -i /boo - ,/-o OWNER I STREET �J I VILLAGE I ryDIST. I COUNTY TAX MAP NO. OJ1 Cl/16\t. I rZ/6 Co 4c* LAND IMP. TOTAL DATE REMARKS: G S /79 1� r tt 7 _ t =po IV r L4� d ' ,/ ZG .2 O '�f6r+ Q Od r' � � �.O l - rr Ll 933 an;Jto sone 4, f ,D b — LAND IMP. TOTAL DATE REMARKS: y ter. STREET VILLAGE DISTRICT SUB. LOT FORMERAVvNER E ACREAGE ' ,AR ,C,#t1rvo CIS12101 c I r R I Y ) e ! 1 // t W p TYPE OF BUILDING IN ,$ w ;fe Y t c� . 1 (d 1HI I ��at-vr ES Z 6 SEAS. VL. FARM COMM. I IND. CB. MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS D 3 .Z � ® y�© etr •vtr� 6S 2 ?va 0 0 0 0 0 0 ✓ 2 0 v �iP 7s? B S 3/ > ES T, /�U l o U �0 0 U 1/ 6. 1 fsa, l�.or3te /s oU + Sova Gn Sl? G Zy0�GE _._ 7640 UL CO I NEW NORMAL BELOW ABOVE FRONTAGE ON WATER �S 1 0_0 = o Fame Acre Value Per Acre Value FRONTAGE ON ROAD Tillable 1 *BULKHEAD Tillable 2 DOCK v Tillable, 3 i Woodland Swampland Brushland �"` .n► a - House Plot ` Total {,�� s■■■■ran■■n■�■��■■■■ ■■■■■■gin®��e■�!n■■ ,; � ,,, ,�,�� � - - ■■���■gin■■vnat,�s;a■■■ . •.. . "" Both 1. 13 sement ® .. �S "- T m - _ . WcExt. W Ils Interior Finish m!O10 ' - Fire Pla 3,40 Porch Roof Type Porch Rooms I st Floor • a ®® Patio ' • ® RoamsFloor PX /a- i Driveway , II_ s r / — -- 'AtF SOUryo6 "comm, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE'SAFETY INSPECTION REMARKS: DATE 0 INSPECTOR p - NOFS°Ulyp� ./ Sill * co TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IIJSULATION [ ] FRAMING / STRAPPING [ FIN [ ] FIREPLACE & CHIMNEY [ J FIRE IlSAFETY INSPECTION REMARKS: �� ✓1� z DATE a 1 _ INSPECTOR hO��OF SOUTq�6 courm TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [x FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: / DATE '� f 3 d S INSPECTOR 3 0 z 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 7' DATE INSPECTOR ' 765.1802 BUILDING DEPT. INSPECTION [ FOUNDATION IST [ ) ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION r REMARKS: DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS pffo vi _ r r O FOUNDATION(1ST) r-7 ------------------------------------ FOUNDATION(2ND) ---- - -- Cf 117 - - ---- 4 7 o ROUGH FRAMING& - -- --- y PLUMBING -- c 0 t" INSULATION PER N.Y. H STATE ENERGY CODE - - VL �b C7 FINAL uJ-��O � .�✓✓ � ,✓ G 5 Lo ADD NAL COMMENTS l� f Cszn - a o � m tv d 7 z � —y b FROM MarkSchwartz,AIA-Architect PHONE NO. 6•.317342110 Dec. 28 2005 07:41PM P1 DEC 2 9 2005 J ? K. Schwartz, ALA — Architect, PLLC _ P.O.Box 933 Phones(631)734-4185 Cutd ogue,New York 11935 Fax:(631)734-2110 December 29,2005 Southold Town Building Departmem Main Road Southold,New York 11971 Re. 6015 Indain Neck Lane Peconic,New York Building Permit#30909 To Whom.This May Concern: : iia=:•e been on site during the construatior: phase and have inspected the foundation for <';_e vaat porch and detached garage. To the b.2st of my knowledge, the porch footings and g, rage foundation/slab have been constructed to meet or exceed the NYS code requirements. Please call this office if you have any questions or require additional information. Very 4ruly yours, ,. 10, ��Rd SC,c�.-• fikg I� A� it r V Mark Schwartz LoPa SklgDeptdo TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL 4 Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ' Z( ,20 Contact: Approved,20-11-1�' Mail to: * ZKff k/ 2 J2. Disapproved a/c po�� 933 /CvTGlfaY-� Phone: `7c3 Y — ¢/ef Expiration 20 In ' g Iy s ctor APPLICATION FOR BUILDING PERMIT Date (Z//¢�o¢ 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 applicadt name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, chitect, engineer general contractor, electrician,plumber or builder Name of owner of premises 41/7-H-P1Vy A�VV L O 14} SO (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 905- House Number Street Hamlet ,^la pEGoN� C dICY ws:1to h0�01m str:2 O,2"- Tom County Tax Map No. 1000 Section p � Block O YhwoJ:flolFu2 rpm Subdivision Filed Map No. 1odmaaeheE,*4mial (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 3/,U GU�ILE b. Intended use and occupan 3. Nature of work(check which applicable): New Building Addition__X,_Alteration� Repair Removal Demolition Other Work 4. Estimated Cost Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stones 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 Numb'- err of Stories 9. Size of lot: Front �� S'v/2 Rehr Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 1-2-4-6 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO 13. Will lot be re-graded?YES NOXWill excess fill be removed from premises? YES NO ANhb� 7- Vyy2otEgvvE Z PAVLi.ve vo-ZS&V 11735 14. Names of Owner of premises Zr o Este Address F' ''r' �4��ei Phone No. P&-2P3 Sas Z- Name of Architect !�I AtZoc J'c ftp TL Address Phone No 73V - Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_No * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTYYf jOF ) fc&moe�Z being duly swom, deposes and says that(s)he is the applicant (N�individual signing contract)above named, (S)He is the (Contracto Agent, rporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. S woVo before me this �//�� qday of n104e _ 20 011-/ A4 0 d.tit¢Ch Notary AublicSig!3Awe of Applicant UNDA J OOOEI PER Nsw York NOTAW PUBM gullolk NO.Ott D��81. Term Fxpl� BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: J_/2.1/01'f APPLICANT: LcD DATE SUBMITTED: J_%/0C SCTM#DISTRICT: 1,000, SECTION: 5hBLOCK: LOT: I SUBDIVISION: ADDRESS: 6 �b LA. CITY.:q ZONING DISTRICT: s CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP—Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED.before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83 REQ. LOT SIZE: ACT. LOT SIZE:9- qll REQ. LOT COV. ACT. LOT CO REQ. FRONT y U PROP. FRONT REQ SIDE SACT. SIDE REQ. REAR YA PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: /ENGINEER: WATERFRONT? —M-M--DESCRIPTION: PANEL # -- FLOOD ZONE. BULKHEAD? 14 VA DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES orb(BED #): Dt—/ / PERMIT#: TOWN SEPTIC RECEIPT: Y o EPTIC CERTIFICATION: Y o NEW YORK STATE DEC: PRE-DEC 9/1/75 YES o' , O \ DTE: /_/_ PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or DTE: / /_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES o O DTE: /_/_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or DTE__/ /_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES o NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): S NO NOTES: CQ &.01% FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: qS" SF T'O0-cM SECOND FLOOR: SF OTHER: "2 SF C/t U(;X e INIT OTHER TOTAL TOTAL: SF FEE FEE FEE SF)- SF)= SFX$ SF)- ( "7-60 SF)=ASF X $ ,3 U =$o2 7t +s_L =s 102 ( SF)- SF)= SFX$ =$ +$ +$ =$ FINAL TOTAL: $ _ 16 O NEW.YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD:Y/N SNOW: Y/N SEISMIC:Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? 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JY �h1 ''�ue, N-+�F+�S H�T"'f t In - - - , r _ : .� . . _ 1 � I: _ - r11 _ _ ' - P -7 , ., .. ., �1 , „ ,, 1 ,: , . r- '. .. r . . - - �i,,., r�'' y�, y jy ,;l r _ - 1 , .4 4:rr 1.',4�?({[, ,1'"- y-{I�aC+i1 '1•:.-.Q 6'�I �V} , i$" 1 ` I I - --- 1' - '_ . . 11� _ .1 t �++z,s '„ - - .d 'F . I - I 11 r > - 1 ".,c _ _ _. - - ._ ,?� .� r - _ . yy�, rj GENE A NO"�'E WIND FRAMING NOTES '\ J� 1RAFTER ASSEMBLY: 1.1/4'x 20gouge strep shall be attached to each pair of rapers In accordance to table 3.4. When a collar to is used In leu of a ridge soap,the number of 10d common nails required CONSTRUCTION NOTES: In each end of the collar tie need net exceed the tabulated member of as nage In the strap. ` 1).The inform itim will in this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: intent and framing details.They are Intended as a construction aid,not a substitute lateral framing and shear wall connections for rafter,ceiling a truss to top plate shall be in for generally accepted good building practice and compliarwe with parent New York accordance to table 3.3.When a ratter or truss do not fail In line with studs below,ratters State building codes.The Ganeral Contractor is responsible fm providing standard or busses shall be attached to the wall top plate and the wall top plate shell be attached to ` construction details and procedures to ensure a professionally finished,structurally the to the well stud with uplift connections.Roofs overhanging the rake side of the building sound and a weatherproof completed product. shall be connected with uplift connections In accordance with table 3.3c. 2).The General Contractor Is responsible fa ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: meets cunenl federal,state,county and local codes,ordinaries arch regulations.etc. Wag studs above and studs below a ficor level shad be attached with uplift connections in These codes are to be considered as part of the specifications for this building and accordance with lade 3.3b.When wall studs above do not fall In line with studs below,the should be adhered to won if in variance with the plan. studs shell be attached to a common member In the flow assembly with uplift connector in accordance with table 3.3. 3).Dimensions shag take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: First wag studs shag be connected to the foundation,sit plate,or bottom plate with uplift 4).The designer has not been engaged for construction wpervisim and assumes no connectors.Steel straps shall have a minimum embedment of 7Inches In concrete fespmsibility for construction coordinating with these plans,nor responsibility fa foundation and slabavgrade,15 inches in masonry block foundations,or lapped under axhstruc6on means,methods,techniques,sequences,or procedures,or for safety the plats and noted In Semdanca with fade 3.3b.When steel straps are lapped under the precautions and programs in connection with the work.Thera are no warranties for a bottom plate,3 Inch square washes shag be used with the anchor bogs.Anchor bolt specific use expressed or implied in the use of these plans. spacing Is to be spaced and sized in accordance to table 3.2s.In addition to spacing, anchor bots are to be spaced between 6-12 Inches from the and of a$ig plate and all 5).Refer to the Window and Door schedule for exterior openings. comm. 6).The General Contractor is to encore Oka masorvy or prefabrected fireplaces mets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: or exceeds mnulacture's specifications and applicable codes. Type I exterior sheer walls with a minimum of Tit 6Inch wood structural panel on the exterior attached with lid conenm nags at S'o.c.at the panel edges and 12'o.c.in Che geld,and 7).The General Contractor Is to consult with the owner for all bum-In items 12 Inch gypsum wallboard mh the Interim attached with 51 cooler nails at 7'o.c.at panel Such as bookcases,shaving,pantry,closets,trims,etc. edges and 10'o.c.in the geld shatH be in accordance with the length requirements specified In table 3.15a•b. 8).Wind lead requirements shall be taken Into account during construction. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: - Type 11 exterior sheanwalls"it meet the requirements of table 3.15a-b times the appropnow length adjustment factors In table 3.16. 1).The General Contractor and Mason to review plans,elevalions,datats and notes to determine Intended heights of finished flow(s)above typical grade. -7).INTERIOR SHEARWALL CONNECTIONS: Allowable sidewat lengths provided in table 3.14 shall be pemetted to be increased when 2).All twangs to rest on undisturbed(virgin)soil. Interim shearwets are used.Sheathing and connection shall be In armrdance with 2.4.4.2 and 2.2.4 respectively. 3).Provide 12'expansion joint material between concrete slabs and abutting concrete or masonry walls occurring In exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header andler girder connections shat be attacad-with uplift-connections In accordance 4).Any new concrete walls being attached to existing concrete structure shag with table 3.5.Window sill plat"shat be have steel connectors In accordance with table be installed with#4 re-bar,18'long at 17 o.m.Use approved epoxy for Installation. 3.5. 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.L.Concrete to be 9),CATHEDRAL CEILING ASSEMBLY: poured on 4 Inch thick sand or gravel 01 with 6x6 wire mesh minforcing.Interim slabs yyhsya a ridge is to be used as a structural boom,the rafters shall either be notched and to be minimum 3.12 Inch thick. anchored on top of the beam or slope connectors shag be attached to each rafter-to-ridge along the open ceiling pan of the building.Connections to the ridge and wag than be be 6).Crawl spaces to be provided wkh a minimum 1 t'x24'access opening.instal one attached with the above regWroments. 8x16 cast ironfinendatonventforevery150sq.ft.ofarea. DECK AND COVERED PORCH NOTES: 7).Damppr rof exterior of foundation with bituminous coating as per section R406 of material to be#1 ACQ N.V.S.Residential Conswctierh Cade.A 64n11 polyethylene film shag.be applied over N�fasteners,Unless olscchh Sanse d homingbe gevinizad a stainless steel. treated lumber. the below grode porton of exterior walls prior to backfilling. 81 Drainage as par section R405 of N.Y.S.Residential Construction Code. 2).Gliders for deck joists to be(2)2x10,bolted to each post with washers end nuts. FRAMING NOTES Girders on eOBCrnO piers shell be enc Dred with props steel connectors anchored Into konc�reta with a minimum 12'bila x 7'long anchor bog with washers and null. rUnIfts iif techniques and methods as prescriptive design of 1905 SBC High Wend 3) Posts supporting girders shall be anchored ta a 12'x12'xlr thick concrete footing. ood Framing Construction Manual. the a minimum 12".diax 7'long anchor bolt with washers and mos.Footings Shall be 4 R below grade. s otherwise noted,all framing and structural wood material to be#2+BTR. ir. 4).Deck joists to have blocking at 8'0 o.c.. ,walls,ceilings and rafters to be speced al 16 inches o.c.unless noted 5).A minimum of 10 Inch flashing shall be Installed between the building and ledger. . Ledger to be fastened to blIDding with 12'dia.bolls with washers and nuts where needed. s otherwise noted,an 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 6).Concrete pian then be s minimum 6'above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of openIngs.Bearing wag window stirs shall also have(2)window sill plates fm 2x4 wan 7).Ag joists to be supported with hangers and anchors.Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 89.Provide fire to girders). and blocking where applicable. 8).Covered Roofs shall be assembled and anchored the same tanner as a typical building. 5).Ail gush beamsMeaders to be Installed with heavy duty gatvinized hangars and anchomwhereapplicabletoatcmhnadingjoists. PLUMBING NOTES 6).Double up Poor joists under wells that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be instated as per N.V.S.Residential Floors to have ceramic We Installed shelf be verified for proper load rapacity unless noted Construction Code. on plans. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 7).Provide blockingkridgbg in floor joists at 89 o.c..Use solid blorJdng in floor joists under at bearing wens. 3).If de a etude,a brac n jandc are s t out during Installation for any plumbing related work, provide ednquata bracing and plaice to protea and secure Ube structure.Verily with the 8).Provide insulation baPles at save venb.between refters.Install draft blocking as state code and manufacture's rocommerdatlon to maxknwn hole size and spacing permitted. needed. HVAC SYSTEM NOTES 91.Unwas otherwise not",of roofs and wags to have a minkman 1/r trick,4-ply Fir 1).Mechanical subcontractor k responsible for adhearing to an applicable codes and safety CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 10).Unless otherwise noted use 314'thick TBG PT Fir m Advantadh plywood subfloor 2) HVAC subcontractor is to fully coordinate all system data and requirements with the adhered with PL400 adhesive and screwed to tour joists.Finished Poor to be Installed equipment supplier. Suer SubOoor p per mrwfamaa's hWmWons. 3).HVAC subromb ado to provide final system layout drawing and Submit ft to the General 11).All bathroom walls to have 1?thick mdsture-resistant sheeaak.Garage walls and �be�end owner for final rovlew and spprovaL ceilings and over fumoca to have 5/8'trick type-x sheavock.NI other parts of building to have regular 1rr stheetrock.al wens to be taped and finished. ELECTRI CALtS: 12).All roof with a pitch less then 4:12 shag be Installed with an Ice&Water barrier or 1}All electrical to be installed as per N.Y.S.Resideion Codeapproved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2) All electrical work shall Eeapproved by a qualifietorch down type material mer. 13).Ali 9111 plates and wood len contactwithconastatobepress noSgue les ta ofN.YY..SI Residentlal Coneuuctio Code.dawctons and Carbon onoxide dhoul at per rection 8317 The Installed with afoenh sill gasket and cop4-lex ttamlte shield m approved eq 4 4�. PLAN CONTENTS: NAILING SCHEDULE ROOF FRAMING: OCCUPANCY1 I'a' JOINT DESCRIPTION NAIL NAIL NOTES I IN U8 DTY. SPACING BUILDING HEIGHT RAFTER TO S'WALL:3-8d COMMON EACH TOE-NAIL TOP PLATE IV WALL:4-8d COMMON RAFTER TOTAL F7CONSTRUCTION CEILING JOIST 8'WALL:3-Sd COMMON EACH PRESCRIPTIVE AS PER N.Y.B. RESIDENTIAL CONSTRUCTION CODE AND TOE-NAIL 15115 S5C DESIGN CRITERIA TO TOP PLATE IV 4-Bd COMMON JOIST HI 14 WIND EDITION, AM N T TI MANUAL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE A ING ELEMENTSFLOOR AN9 CROSS SECTION AND GENERALNOTES PARALLEL RAFTER WFCM-SBC UAP NAIL EXT. BALCONIES 60 CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE DECKS 40 OVER PARTITION WFCM-SBC LAP NAIL ATTICS w/o STORAGE 10 COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/ STORAGE 2(0 TO RAFTER WFCM-SBC END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 BLOCKING 2-ed COMMON EACH TOE (LIVE LOADS PSF) TO RAFTER END NAIL ROOMS (OTHER THAN SLEEPING) 40 RIM BOARD EACH END ROOMS (SLEEPING) 30 TO RAFTER 2-16d COMMON END NAIL STAIRS 40 WALL FRAMING: GAU AI S (ANY DIRECTION) 200 SURE CATAQ9SyEXPOJOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION TOP PLATE TO PER FACE NAIL (ROOF -FOUNDATION) DETAIL PAGE4 GENERAL NOTE PAGE TOP PLATE 2-16d COMMON FOOT SEE NOTE:1 NAILING SC44EDULE SEE GENERAL NOTE A TOP PLATES AT 4-16d COMMON JOINTS FACE EGRESS SEE ELOOR INTERSECTIONS EA SIDE NAIL PLANSA STUD TO 24" FACE STUD 2-16d COMMON 24* NAIL HEADER TO 16d COMMON 1610C FACE HEADER ALONG EDGES NAIL TOP OR BOTTOM 2.16d COMMON PER 214 STUD END PLATE TO STUD 3.164 COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST,BAND JOIST,2-16d COMMON PLUMBING RISER DIAGRAM END JOIST OR BLOCKING FOOT SEE NOTE 1,2 FLOOR FRAMING: NAIL JOINT DESCRIPTION NSPACING NOTES JOIST TO: idON PER TOE q.Ild COM SILL,TOP PLATE OR GIRDER JOIST NAIL BRIDGING EACH TOE TO JOIST 2-Rd COMMON END NAIL FIRE PROTECTION BLOCKING 2-Rd COMMON EACH TOE TSM E ( CO2 DET T SEE FLOOR PLANS TO JOIST END NAIL DESIGNN/A - STANDARD STICK AM TI BLOCKING 3-16d COMMON EACH TOE SILL OR TOP PLATE TE BLOCK NAIL ENERGY CALCULATIONS RESCHECK 3.5 RELEASE I LEDGER STRIP EACH FACE TO BEAM 3-16d COMMON JOIST NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA JOIST TOBEAMLEDGER 3-ed COMMON JOSS NOL GROUND WIND SEISMIC FROST WINTER ICESHIELD BAND JOIST 3-16d COMMON PER END FLOOD TO JOIST JOIST NAIL SNOW SPEED DESIGN �THERINGLINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS BAND JOIST TO: PER 70E NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED SILL D TOP PLATE 2.16d COMMON FOOT SEE NOTE:1 45LB8. 120 0 SEVERE 4FT. MODERATE SLIGHT TO 11 NONE TO HEAVY MODERATE JOINT DESCRIPTION OTY SPACING NAIL NOTES ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: STRUCTURAL PANEL Sd AS PER TABLE 3.8 SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES WFCM-SBC ATPANELEOGES SUPPORTS IN THE PANEL FIELD CEILING SHEATHING: _ 4'PERIMETER EDGE ZONE 8d COMMON @ 6"D.C. Bd COMMON @ 6"O.C. SEE NOTES:1,3 NAIL NAIL INTERIOR ZONE Rd COMMON 6"O.O. ed COMMON 12'O.C. SEE NOTES:i(BOTH FIELDS) JOINT DESCRIPTIONOTY.__ _ SPACING NOTE:2 FOR PANEL FIELD GYPSUM 5d COOLERS110" O.C.EDGE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES:1,3 WALLBOARD 10"O:C.FIELDNOTES NOTES WALL SHEATHING: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. JOINT DESCRIPTION NAY SPACING NAIL NOTES 1).For roof sheathing within 4 feet of the Perimeter edge of the roof,Including 4 feet on each side of the root peak, STRUCTURAL 8dCOMMON AS PER TABLE 3.9 the 4 foot perimeter edge zone attachments PANELS WFCM-SBC P 9 required shall be used. 7/16"OSB 6d COMMON 3"O.C.EDGE 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. PLYWOOD 6"O.C.FIELD For framing members with<0,42<G<0.49,the nail spacing shag be reduced to 6 inches o.c. GYPSUM Sd COOLERS 7 O.C.EDGE WALLBOARD 10"O.C.FIELD 3).Tabulated 41nch o.c.nail spacing assumes sheathing to rafter/tons framing members with G>0.49.For �r framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3Inches o.c. 1 V JOINT DESCRIPTION NAIL NAIL NOTES OTY. SPACING WALL SHEATHING REQUIREMENTS FOR WIND LOADS: STRUCTURALssNELs gdcOMMON roc FIELD SHEATHING LOCATION NAILSPACING NAIL SPACING AT INTERMEDIATE NOTES NOTff AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4'EDGE ZONE Rd COMMON @ 6"O.C. Rd COMMON @ tY O.C. SEE NOTES:1,3(BOTH FIELDS) THESE NOTES ARE ONLY TO BE REFERRED TO IF NOTE,2 FOR PANEL FIELD MENTIONED IN SCHEDULE NOTES ONLY. INTERIOR ZONE Sd COMMON®6*0.C.1 Rd COMMON®1Y O.C. I SEE NOTE:3 1).Nailing requirements are based on wall sheathing NOTES nailed V on-center at the panel edge.It wall sheathing Is nailed 3"on-center at the panel edge to obtain higher THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors, 1).For well sheathing within 4 feet of the camera,the 4 foot edge zone attachment requirements shall such as shear plates,shall be used to maintain load path. be used. 21.When wall sheathing Is continuous over connected 2).Tabulated nnet spacing assumes sheathing attached to stud temembers,the tabulated number of nails shall be permitted framing members with to be reduced tot-I Rd nal par foot. G>0.49.For Namiamingg members with 0.42<G<,the nail spacings shall be reduced to 8 Inches G.C. 3).For exterior panel siding,geMnized box nails shell be permitted to be substituted for common nails. WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: PART NUMBER: NOTES: RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER APPLY TO EACH RAFTER RAFTER-TO-PLATE RTI5 (USE WITH SPTH4 CONNECTOR) PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD 2ND, FLOOR WALL-TO-IST, FLOOR WALL KI-FTA OR MSTA36 APPLY TO EACH WALL STUD HEADER-TO-JACK STUD L5TAI2 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER RT3 OR RT-i APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END 1ST. FLOOR-UNDER-SILL PLATE MSTA36 OR RSI6-R WRAP UNDER DOUBLE SILL PLATE NSE WITH 3" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, PROVIDE 1/2" SPACING BETWEEN THE END STUD ANCHOR BOLT CONNECTION AND THE 2 OTHER STUDS ANCFOUNDATION 516'DIA.ANCHOR BOLT FOR ALLOWINGkENDWALL ECT CORNER STUD SILL PLAOR TE TO FOUNDATION BOLT CONNECTION SUPPORTING MAXIMUM SPACING HOLDDOWN INSTALLATIONRANSFER SHEAR CRAWL SPACE OR FOOUNDATION i STORY 72'OC EN WITH (2) Ibd SILL PLATE TO FOUNDATION 2 STORIES 36'OC MON NAILSIV bn O.C. CRAWL SPACE OR FOUNDATION WALL BOTTOM PLATE TO FOUNDATION 1_2 STORIES 57'OC SLAB-ON-GRADE SIDEWALL USE WITH 3x3 SQUARE WASHERS (USP LBP555 OR BP583) SHEAR WALL CORNER CONNECTION 2ND, FLOOR WALL STUD KING STUDS 2ND, FLOOR PLATE CRIPPLE STUD 1> SUBFLOOR RIM BOARD HEADER • O WOOD JOIST GIRDER/HEADER IST. FLOOR TOP PLATES JACK STUDS fl WOOD JOIST IST FLOOR WALL STUD TYPICAL HEADER CONNECTION JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL MULTI-STORY CONNECTIONS IST, FLOOR WALL STUD IST. FLOOR PLATE SUBFLOOR SILL GASKET t WALL STUD BOTTOM PLATE RIM BOARD TERMITE SHIELD SUB FLOOR DBL. SILL PLATES DOUBLE JOIST DOUBLE SILL PLATE (TO OVERLAP JOINTS) } FOUNDATION WALL o FOUNDATION WALL • e DOUBLE .JOIST FOR NON-BEARING WALLS IST. FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION ANCHORIRtX RAFTER NOTCHED RAFTER RIDGE RIDGE p TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL. RIDGE BEAM TO RAFTER STRAPPING RAFTER RAFTER TOP PLATE -p TOP PLATE WALL STUD WALL STUD TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE-RAFTER TO WALL STUD CONNECTION WOOD JOIST BLOCKING WOOD GIRDER JOIST'FRAMING OVER WOOD GIRDER WALL STUD WALL STUD BOTTOM PLATE BOTTOM PLATE BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST DOUB6 ff JOIST FOR UNDER_ A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS