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HomeMy WebLinkAbout38059-ZNo: 37457 Town of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 350 Eastwood Dr, Cutchogue, Date: 3/19/2015 3/5/2015 SCTM #: 473889 Sec/Block/Lot: 110.-3-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore fled in this office dated 5/20/2013 pursuant to which Building Permit No. 38059 dated 5/29/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations to an existing one family dwelling as applied for. The certificate is issued to Jack & Louise Norris (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 1/4/2(115 38059 1/16/2014 Mike Jacobi Plumbing Au o ' ed ignat e s� _ �11FFO4 hµ TOWN OF SOUTHOLD BUILDING DEPARTMENT 'a TOWN CLERK'S OFFICE • s; SOUTHOLD, NY ,... BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 38059 Date: 5/29/2013 Permission is hereby granted to: Hoffman Fam 2011 Irry Trust C/O Marjorie K Hoffman 350 Eastwood Dr Cutchogue, NY 11935 To: Alterations to an existing single family dwelling as applied for. At premises located at: 350 Eastwood Dr. Cutchonue SCTM # 473889 Sec/Block/Lot # 110.-3-14 Pursuant to application dated 5/20/2013 and approved by the Building Inspector. To expire on Fees: 11/28/2014. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $392.80 CO - ALTERATION TO DWELLING $50.00 Total: $442.80 Building Inspector Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of l % 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: 0 rt t it House No. Street lUmlet Owner or Owners of Property: -:T CX_Ck tS Suffolk County Tax Map No 1000, Section J / n _ Block 3 Lot Subdivision 9=7Q rr��SlLj ooc E S�at,e g Filed Map. ( Lot: Permit No. 5 t C � q Date of Permit. S -2�l ' 1-3 Applicant: ��c3� � ` bo 16111 Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ 156,6-411 Underwriters Approval: Final Certificate: ,�/ (check one) kx�u I W,11�1 - Applicant ignature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 pF SO(/1�� 0 11� 0UNTV ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roper. riche rtC�town.southold.ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Noris Address: 350 Eastwood Dr City: Cutchogue St: NY Zip: 11935 Building Permit #: 38059 Section: 110 Block: 3 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: RJ Corazzini Electric License No: 33419 -me SITE DETAILS Office Use Only Residential X Indoor X Basement Commerical Outdoor 1st Floor New Renovation X 2nd Floor Addition Survey Attic INVENTORY Service Only X Pool Hot Tub Garage Service 1 ph Heat Duplec Recpt 4 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 12 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt Emergency FixtureH Time Clocks Disconnect Switches 6 Twist Lock Exit Fixtures TVSS Other Equipment: oven, 2 -exhaust fans, 1-GFCI circuit breaker Notes: Inspector Signature:yl-�" Date: Jan 16 2014 IT 81 -Cert Electrical Compliance Form.xls Town Hall Annex 54375 Main Road P.O. Box 1179 Soudiold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit NQ: Owner: 40. t k (Please print) 1 Plumber. rl. j .. (Please print) Telephone (531)-763-180: Fax (631). 765-9502 LIAR Date: L/ Ij I certify that the solder used in the water supply system contains less than 2110 of 1 °lo. lead Saturn to before me this L� day of 20 Notary Public, County CAROL HYDELL NOTARY PUBLIC - STATE OF NEW YORK . NO. 01 HY6189695 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES 0613012(L6 ,I,- of I, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOU DATION 1ST [ [ ] UNDATION 2ND [ FRAMING / STRAPPING [ j ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELV4:FfICAL (FINAL) DATE � INSPECTOR 3Fo � S O '� �Of UIy { � o CO2 & TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPEC7ROUGH 1-ON [ ]FOUNDATION 1ST [PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING/STRAPPING [ ]FINAL [ ]FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ j ELECTRICAL (FINAL�� REMARKS: DATE INSPECTOR '67 , / l 3�'s9a- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION IST ] FOUNDATION 2ND ] FRAMING / STRAPPING [ ]ROUGH PLBG. [ ]INS N [FINAL ] FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) ] FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) DATE l INSPECTOR /� �?Ulm, Alm' TOWN OF 7i7=65-1:80:20" ING DEPT. � INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INION [ J FRAMING /STRAPPING [ FINAL [ ]FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) DATE INSPECTOR TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO. 3 Examined �/29 20 Approved 20 Disapproved a/c Expiration if / f,� , 20 MAY 202113 APPLICATION FOR BUILDIN INSTRUCTIONS Board of Health 4 sets of Building Plans_ Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Form Contact: Mail to: Phone: S16 G Date Monday, May 20 '20 13 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 inspection %, � (Signature of applicant or name, if a corporation) 38320 County Road 48 Peconic, NY 11958 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder General Contractor — DBA North Fork Carpenty Name of owner of premises Jack Norris (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. rkWr : ; ; Plumbers License No. T.B.D. Electricians License No. T. B. D. Other Trade's License No. T.B.D. (if applicable) Location of land on which proposed work will be done: 350 Eastwood Drive House Number Street County Tax Map No. 1000 Section 110 Subdivision Eastwood Estates utchogue, NY 11935 Hamlet B lock Lot 14 Filed Map No. 85171 Lot 5 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Existing Two Story Residential Dwelling b. Intended use and occupancy No Change in Use, Occupancy or Egress 3. Nature of work (check which applicable): New Building Addition Alteration X Repair Removal Demolition Other Work (Partial Interior Reno. (Description) 4. Estimated Cost $80-100K Fee $250 + T.B.D. (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor ( See # 2 ) If garage, number of cars Existing Attached 2 Car Garage to Remain 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 761-6" Height 221-01' Number of Stories 2 Rear 76'-6 " Depth 26'-4" Dimensions of same structure with alterations or additions: Front SAME Rear SAME Depth SAME Height SAME Number of Stories SAME Dimensions of entire new construction: Front NO CHANGE — Rear EXISTING Depth Height TO REMAIN Number of Stories UNALTERED 9. Size of lot: Front 130 '-0" Rear 130'-0 " Depth 160'-0" ENVELOPE 10. Date of Purchase March 28 , 2 013 Name of Former Owner The Hoffman Family 2012 IREV Trust 11. Zone or use district in which premises are situated RESIDENTIAL 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re -graded? YES NO X Will excess fill be removed from premises? YES NO X 14. Names of Owner of premises Jack Norris Address 350 Eastwood Drphone No. ( 412) 726-7386 Name of Architect Joseph Fischetti, P. E . Address 1725 Hobart Rd. phone No (631)765-2954 Name of Contractor North Fork Carpentry Address 38320CountyRd48Phone No. (631)765-3733 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFSuffol Michael C. Widener Sr. being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, C ONNIE D. BU14CH, (S)He is the General Contractor — DBA North Fork Carpentary Public, State of rew York N® 01RU6186r,Ei (Contractor, Agent, Corporate Officer, etc.) Qualified in Suffolk (",''- Commission Expires Api€i ,a, 2YJ�0 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. Swoore me thi a C day of 20 V� Y� Notary Public c Sign ture of Applicant Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631))7965--11802 roger.richertttown souUioltl.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION lREQUESTED BY./,-) �o��if ✓ moo,-AZz. Dater CompanyName: License No.: 3 s Address: 3�v gyp, Phone No.: �e 3 / 5 3 -5 - 7: y JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax -Map District: 1000 Section: Block: �� Loh *BRIEF DESCRIPTION OF WORK (Please Print Clearly) /I iK 1 ed4w?106.M I _l- dll, (Please Circle All That Apply) *Is job ready for inspection: *Do -you need a Temp Certificate: Temp Information (If needed) *Service Size: 1 Phase 3Phase dfQ NO Rough In nal YES 100 150 200 300 350 400 Other *New Service: Re -connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82=Request for inspection Form Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 January 10, 2014 Jack & Louise Norris 350 Eastwood Dr Cutchogue, NY 11935 �Ty� pF SOjig 0 CA BUILDING DEPARTMENT TOWN OF SOUTHOLD TO WHOM IT MAY CONCERN: Telephone (631) 765-1802 Fax (631) 765-9502 The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) JI"Electrical Underwriters Certificate. (Contact your electrician) A fee of $50.00. /Plumbers _Final Health Department Approval. Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees # 795-1892) Final Planning Board Approval. (Planning # 795-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: BP 38059 — Interior Alterations Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 February 23, 2015 Jack Norris 350 Eastwood Dr Cutchogue NY 11935 BUILDING DEPARTMENT TOWN OF SOUTHOLD TO WHOM IT MAY CONCERN: The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00. / Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38059 — Interior Alterations Telephone (631) 765-1802 Fax(631)765-9502 2c i3 2 Q-0 r3 BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: / /0{,,07 *Date Reviewed: / . /061&7 Applicant: Owner{ KIQ.P-I!& Estimated Cost: SCTM# 1000- //0 - - Subdivision: Zone: Conforming? Property Address: City: Pre COs? r— Building Permits (Open/Expired): BPZ Info: BP -Z / C/o Z- , Info: BP -Z / C/o Z- , Info: Z / C/o Z- , Info: BP -Z / C/o Z- , Info: Single & Separate Search Required? Y or N Determination: REQ. Lot Size: ACT. Lot Size: —xj h_ VQ. Lot Cov. ACT: Lot Cov. REQ. Front ACT. Front RLQ Side ACT. Side REQ. RearP ROP. Rear REQ. Height. ACT. Height Project Description: Waterfront? Y o N? If yes, water body: _. - Banel# Flood Zone: BuTfdiead{luf Distance: ADDITIONAL APPROVALS REQUIRED Suffolk County Health: Y or(JI-f-no, f yes, *Bed#: _ *Date: _/_/_ *Permit#: Town Septic: Y or I certification required: Y or N Received: Y or N By: NYS DEC: PRE -DEC 9/1(75 Y 0( - Date: _/ / Permit #: or NJ Letter - Notes: Southold Trustees: Y or -Date: / /_ Permit #: or NJ Letter - Notes: Southold ZBA: Y or- Date: / / Permit #: Southold Planning: Y or Bate: / / Permit #: Town Landmark C of A: Y or DTE: 1_ Notes: Fee Structure: Foundation: SF First Floor: -:� CZG SF Second Floor: �T SF Other: SF Total: SF - Notes: - Notes: *NYS CODE Compliance (page 2): Y or N Calculation: y I . ( SF)- �_SF)= _ SF X $ ' I - =$ �f z �cJ + Initial Fee: $ + Additional Fee ( : $ 2.( SF)- _SF)= SFX $ =$ + Initial Fee: $ + Additional Fee (: $ TOTAL: $ � !12 `� 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: YIN HEADERS: Y/N WALL STUDS: YIN CEILING JOISTS: Y/N FLOOR JOISTS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: YIN LIVE: Y/N DEAD: YIN SNOW: YIN SEISMIC: YIN WINDOW AND DOOR SCHEDULE: -MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%. YIN NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRES S: Y!N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: YIN ENERGY CALCS : Y/N GIRDERS: Y/N ROOF RATTERS: YIN WIND: YIN TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) d' ti „-w A VO W®00 10 Zo T ra Al 57°42 10`E CI le0o.OIJ 1 LoT 4 V I GM ,-P4 Ci 9_1 ,SuR✓�Y OF GDT S, Jt�l,4P Of-'� I�i�$T JES?AT�'� ,cit ry ^/O✓• /lv, 19&2 -Fc� s 363 S/TUArED AT Cu;r-D-/DGUE, TOWN OF spUTNOLO SUFFOc�C C� 1 �%Y aIjA,PANT-eED Tp CON7MD.UWEAZ_7,A/ ZAA30 T/TLE /�.SUPA�ICE �. , 3oU7-)40LD S4V/.J6S BA.vY, G,P�6o�'yA. ¢`DoJFOT/1yJ. BoYD �NN�Ie, u1eMINTs .Nolol wlwlP„u TTIIVCTvnu 9uR✓DYED MAY /3 �.� .sem O RICORDED OP VIIP.'C000IO :1 NCO CUln. j' _ nl, '• AIn I:O V: �:tt P'IT'll.kLI (v;;ifflT ON TMI \,• rl•M• ;• AI n;; t ;,sF Ui �' fN: n: -.1' .' .'+':It�fl•Il 5vn�rN •IInInX, �! X �^-i! :. .-. � %� wr.a .•..•. •.v t01:: '. r I•.< SrI11CTNlnT N- I ,.:, .��. ::1._.r.l ;•�P u.1 TNun SCALE” 1 •'.•,i'L•I CJ IMI Ro' ry,: 11Jf Ot 10 M1.1 VA1NT .{•tse0eeetl�l.uc�0ll 'IR�1 � lw•'S� TIII P44r!;fv srX;S O[ IV 6010f 1111 f1fC- -•'+mil • LION co I00s, 4001TIOM.l s11UCTUl1S, Oi / /'� t : ;\••� O, O ANY UIMTII IMPNUV/MINT. XVARA Y /� %7IL��r Gl/17' ✓��r_� 3 Country 7A .vi'J'df� 1/CNUk'Ci/ILL q • t�/Tl,�Tr'ds ✓, . ais7. sacr. �zac.�c Low 7Ec.543 -5,139 /COO P nf�laNrsn I r wo14 �' I iG 'Ob1YNOfMmn•Ir�ivaraailmx•Js1ni F/! E 15/7/ APPROVED AS NOTED DATE:12132 / B.P. ;'1 �`� FEE: f,rSgV'9 Pyr —� NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PIA FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COWIIPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED A CONDITIONS OF e'0bffH%l)TeWN Z A soUT 4gol lAl+lalNC ORD SOU;4gE$•TeftffiUSTEES N OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER ZX OF THE TOWN CODE. ELECTRICAL #4SPIECTIION REQUIIRFD PLUMBER CERTIFICATION ON LEAD CONTENT'$EFORE CER TIFICATEOF OCCUPANCY SOLDER USED IN WATER SUPPL Y SYSTEM CANNOT EXCEED 2/10 OF I% LEAD. PLUMBING ALL PLUMBING WASTE & WATER LINES NEED r-------------------------------------------------------------------------- J— „ '----------------------------------------------------- 1 I I I I I 1 1 I 17'-3" pp- I 1 TYPE 1 I •• I I I I 1 , 5'-4" F--------------------- I I 1 1 • I DRY STACKED BRICK FLOOR ON SW ABOVE I I I I I 1 I I F.F.E. 12" BELOW MAIN I I I I I 1 , I I o 1 I I I I I I I s, I 1 I I •. I TESTiN;S BEFORE COVERING I I • I i 1 UNE DENOTES FOOTING BELOW (TYP.) 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I I i I I 1 I I I • I I •• 1 ,• I � I I • I I � I ,-• 1 I I I I , • i � i I I I 1 I I I •� I I I I 0 12'-2 1/2" 112'-5 1/2" I • , --I--------------------- UNE DENOTES NEW TRIPLE LV.L ONE FLOOR ABOVE UNE DENOTES NEW TRIPLE 2X10 FLOOR JOISTS AIM - ALIGN WITH 2XII JACK STUDS SUPPORTING LV.L ONE FLOOR ABOVE 4.t.1 111 36" III III 1 III I I III I III III 112'-7 13/1 i" I I 111 tlt I III III ; I UP III — — — — — — — — — — — — — — — — — — — — — — — — - i • .I I -----"-------------- I I I I 1 d;I I I 1 t , I I I I I v f I I 4„ 9'-4 3/4" jy , �3 STEEL LOLLY COLUMN (TYP.) --- I Y • - ----------------------------------------------------------------------K- _ . .'. C ------------------------------- -------------- -------------T- I 24'-d" I ' I I I UNE DENOTES FOOTING BELOW (TYP.) I I , ' II • I I 1 1 I I ' I I I 1 I I 1 I I 1 I I I I I I I I I I I I 1 1 I I I 1 , ' I 1 ' I 1 I I 1 I , 12 - POURED CONCRETE SW 1 I I I I III I III F.F.E. BB" BELOW MAB I �" III III 37'-2 1/2" I i;, I .YP♦ I III III UNE DENOTES FOOTING BELOW (TYP.) I I PYP•. I • I II III j III � I L--4F�----- II---------------------------------------------------------------------------- I •4'---------------------------------------•--------------��--- ' 1 111 III • .III'. • .�. :: ,, � .. ,' .. ' . .III. ': -------------------------------------------------------------------------------------------------------------- .., , -4 _ J 3a'-6 1/2" 1 A-100.0 Existing Foundation Plan SCALE: 3/8" = V-0" b N JOSEPH FISCHETTI, P.E. 1725 HOBART ROAD - P.O. BOX 616 SOUTHOLD, NEW YORK 11971 PHONE 631.765.2954 EMAIL JOSEPH@FISCHETTI.COM SEAL: CONTRACTOR: NORTH FORK CARPENTRY 38320 COUNTY ROAD 4 8 PECONIC, NEW YORK 11958 L0 ('7 Z W w U c:D zo W= n ry w U w 00rb000 0 � Z � 3 Q w 0 L•J PROJECT #: 13216 DATE: 05.17.2013 N 1 III, i NEW 2XB FLOOR JOISTS i ;III CHECKED BY: 52'-6 1/2" I "" DROPPED 2" • 1t" O.C. + ABOVE B AREA 11r BELOW SHOWER ONLY III 1________r l lj �; X111 j ---------- ______„_____� _-__----- -- � —�- II 1 1 1 III UNE DENOTES NEW III III DOUSE 2X10 FLUSH ' III I WTfH EXISTING JOISTS III III III NEW TRIPLE 2X10 LIFLOOR c JOISTS ADJACENT ILII r� ^ 11'-7 1 1/1 G” lot TO SHOWER ABOVE III io— IIIA I• I• III III i O t ni III 111 I +IIII� n1 III III j0 10 III I I11 I I 1t1 I III i III III 1 t III ' a'-10 1/4" 9'-4" � 9'-3 1/2" 1--(3) 2x10 GIRDER ABOVE X�" STEEL LALLY COLUMN (TYP.) r - - I I I 4 1/2" r - - - - I III t i III I III I III I III (3) 2X10 GIRDER ABOVE I III 111 '• III --------------- ------ ----- - ---- --------------------------------------------- - - -- ---3 ------------------------------------- - T---===G=------------------------------------------------=-111====_- r==-==_______________________=====i===---===C=====-_ --------------------- -------------------------------- - - ==C===---___ --- -C-----__=�===111=====____________________________-__-___=====333===== -------�---------------------------= ----- yy---- --- -----------------------------------------" ----- - - I I L----- J � I 1 1 1 I I �I UNE DENOTES NEW TRIPLE LV.L ONE FLOOR ABOVE UNE DENOTES NEW TRIPLE 2X10 FLOOR JOISTS AIM - ALIGN WITH 2XII JACK STUDS SUPPORTING LV.L ONE FLOOR ABOVE 4.t.1 111 36" III III 1 III I I III I III III 112'-7 13/1 i" I I 111 tlt I III III ; I UP III — — — — — — — — — — — — — — — — — — — — — — — — - i • .I I -----"-------------- I I I I 1 d;I I I 1 t , I I I I I v f I I 4„ 9'-4 3/4" jy , �3 STEEL LOLLY COLUMN (TYP.) --- I Y • - ----------------------------------------------------------------------K- _ . .'. C ------------------------------- -------------- -------------T- I 24'-d" I ' I I I UNE DENOTES FOOTING BELOW (TYP.) I I , ' II • I I 1 1 I I ' I I I 1 I I 1 I I 1 I I I I I I I I I I I I 1 1 I I I 1 , ' I 1 ' I 1 I I 1 I , 12 - POURED CONCRETE SW 1 I I I I III I III F.F.E. BB" BELOW MAB I �" III III 37'-2 1/2" I i;, I .YP♦ I III III UNE DENOTES FOOTING BELOW (TYP.) I I PYP•. I • I II III j III � I L--4F�----- II---------------------------------------------------------------------------- I •4'---------------------------------------•--------------��--- ' 1 111 III • .III'. • .�. :: ,, � .. ,' .. ' . .III. ': -------------------------------------------------------------------------------------------------------------- .., , -4 _ J 3a'-6 1/2" 1 A-100.0 Existing Foundation Plan SCALE: 3/8" = V-0" b N JOSEPH FISCHETTI, P.E. 1725 HOBART ROAD - P.O. BOX 616 SOUTHOLD, NEW YORK 11971 PHONE 631.765.2954 EMAIL JOSEPH@FISCHETTI.COM SEAL: CONTRACTOR: NORTH FORK CARPENTRY 38320 COUNTY ROAD 4 8 PECONIC, NEW YORK 11958 L0 ('7 Z W w U c:D zo W= n ry w U w 00rb000 0 � Z � 3 Q w 0 L•J PROJECT #: 13216 DATE: 05.17.2013 DRAWN BY: MW CHECKED BY: JF REVISIONS: APPROVED BY ENGINEER: 05.17.2013 GENERAL NOTES: 1. CONTRACTOR SHALL GUARANTEE THAT ALL COMPONENTS, MATERIALS AND INSTALLATION METHODS AS SELECTED BY THE CONTRACTOR SHALL FULLY MEET THE REQUIREMENTS AS DESIGNED AND CONFORM WITH ALL LOCAL, STATE AND FEDERAL CODES AT THE TIME OF INSTALLATION. 2. ALL DRAWINGS MUST BE APPROVED BY ENGINEER PRIOR TO CONSTRUCTION. 3. ANY EXISTING CONDITIONS FOUND TO BE OTHER THAN DESCRIBED IN THESE DOCUMENTS TO BE REPORTED TO THE AR MEDIATELY. QF NFb1/ lL s10 SHEET # A-100,00 © 2013, Wisdom Architecture LINE DENOTES EDGE OF SDFM MOVE RAISE EXISTING -------------------------------------------------------- DOOR +/- 7° 1 \ First Floor Existina/Demolition Plan A-101.0/ SCALE: 3/8" = 1'-0" JOSEPH FISCHETTI, P.E. 1725 HOBART ROAD - P.O. BOX 616 SOUTHOLD, NEW YORK 11971 PHONE 631.765.2954 EMAIL JOSEPH@FISCHETTI.COM SEAL: CONTRACTOR: NORTH FORK CARPENTRY 38320 COUNTY ROAD 4 8 PECONIC, NEW YORK 11958 LO Z W w U c� z 0 w = oU w U CZ Iw V) > 0 n z 0 N Q LU 0 LOCY) C .0 0 E O 0) C W 0 0 U- PROJECT: 13216 DATE: 05.17.2013 DRAWN BY: MW CHECKED BY: JF REVISIONS: APPROVED BY ENGINEER: 05.17.2013 GENERAL NOTES: 1. CONTRACTOR SHALL GUARANTEE THAT ALL COMPONENTS, MATERIALS AND INSTALLATION METHODS AS SELECTED BY THE CONTRACTOR SHALL FULLY MEET THE REQUIREMENTS AS DESIGNED AND CONFORM WITH ALL LOCAL, STATE AND FEDERAL CODES AT THE TIME OF INSTALLATION. 2. ALL DRAWINGS MUST BE APPROVED BY ENGINEER PRIOR TO CONSTRUCTION. 3. ANY EXISTING CONDITIONS FOUND TO BE OTHER THAN DESCRIBED IN THESE DOCUMENTS TO BE REPORTED TO THE ARCHITECT IMMEDIATELY. e'F CAI:0 SHEET # A-101.0 © 2013, Wisdom Architecture 3' a x I N 2" 4'-e" LINE DENOTES EDGE OF SOFFIT ABOVE 10" F NEW $RICK TREAD tf ---- 4- o0 — — — — — — — — — — — — — — — — — — — -- - 1 d'-1 1 " NEW $RICK LANDING Ilie , 16"I I I I II I ro i ii UNE DENOTES EDGE OF SOFFIT ABOVE I II — 17'-5" I --------------------------------------------------- 2'- --------------------------------------------- 12 M =.i-1 "- 32" Door 32" Door — 17'-7 1/2" I � I I 1 I 1 I , , — I II 1 1 1 I I 11 i 2'-4 a� 2'-4" — I I Imo- 2'-4" SO FT HALL..........................................................41 I I I 1 1 BEDROOM..............................................171 NN 1 I 1 1 1 I I 1 I 1 1 I 1,074 SO FT ----------------- I j II 1 I ------- BEAMS ABOVE� ` x li I I I 42 1/2 IRECTION OF NEW STRAND 0. C. a IA FINISHED FLOOR: 5" BELOW MAIN I I l -------------------- -------------------- =.i-1 "- 32" Door 32" Door — 17'-7 1/2" I � I I 1 I 1 I , , — I II 1 1 1 I I 11 i I 'I a� 2'-4" — I I Imo- 2'-4" SO FT HALL..........................................................41 SO FT BEDROOM..............................................171 SO FT 1 I I I j L-------------- 1,074 SO FT ----------------- I j II EXISTING SKYLIGHTS ABOVE SO FT DEN I li 182 SQ FT I i I 1 IRECTION OF NEW STRAND PEN BAMBOO FLOORING rn 1 FINISHED FLOOR: 5" BELOW MAIN I I l -------------------- -------------------- -------------- SILL 36" A.F.F. ------------------------------------------II - ----------------77 6' ExisTING IILCO DOOR UNE DENOTES EDGE OF SOFFIT ABOVE 40'-2 1/2" ---------------------------------------------6_6—------------------------------------------------------------------------- L --I L____.___..___ ----6' .................... " i ......................... f 25 112" 24" .r ' fl4� 41 59 1/2UpperCabin•} ROA14$OSCN WALL OVEN Cabin•}................ 3'-2 3/ 54"' Upper --- 2-1 --------------------------------- -------------- COMPACT Cv i Bosch " II BELOW NEW WOOD STAIR NEW 48" LANDING 3-f0 1/4--------------------------- ( DISHWASHER l 4 ---------------------------- --- ---�I----------------- -- --- F.F.E. 10" BELOW MAIN 'd 3'-3 7 i6" 5'-5 1/8" { 2'-3" 2'-3" 2'-!" 2' 3'-3" 1'-3" I I \4 I I �- 1'-1 o 2 " '-G" 15" FAMILY TABLE' 45" x 102" 4„ COMBINED F.F.E. 0'-0" Ln 41) x 2!3'i H I KITCHEN & 3'-3 1/?" 7'_d" 4 M E ' x 2'-6.. .......... - — - s NEW i t ENTRY FOYER ;---------------------------------------------- •CEILING HT. A .. OG 1 3' _ 427 SQ FT 8'-0" rn. N PLACE �+ _ r ,; MICROWAVE POURED CONCRETE SLAT o FIRE- i N I I Y_� SHARP F.F.E. 4414" BELOW MAIN ; `O N i I^ ( i DRAWER •' I , 1 i i) REF • + I 1 - ., R9,. 4 1/2" DIRECTION OF NEW STRAND WOVEN BAMBOO FLOORING I 10 1/2" 'F DOO 21'-5" 3'_ 1/4" "� ~ DIRECTION OF NEW STRAND 3'-i" :`. I •r WOVEN BAMBOO FLOORING TYP GARAGE EXISTING' 2 1/2,. 4" SO FT SINK TO 41 1 2"' 72 1/2" 27 1/2"3' 27 1/2" 14'-6 rn. " REMAIN (3)JACK(2)KING 2x6 STUDS — 32 Door -� (3) 1 -3/4'x11 -7/i" LV.I ABOVE L --- ______________________________________________________________________________________________ H11 2' 14'-d" Cieor S on 21'-9 15' 0 0 12'-5" Q. u I u 1 I \—LINE DENOTES EDGE OF SOFFIT ABOVE I I u I I N I I I I I — 22 91 v 12 !' 22„ 22'-d" 15' UNE DENOTES EDGE OF SOFFIT ABOVE— AREA CALCULATIONS KITCHEN i ENTRY FOYER...................427 SO FT LIVING ROOM.........................................253 SO FT DEN.........................................................182 SO FT HALL..........................................................41 SO FT BEDROOM..............................................171 SO FT TOTAL AREA TO DE NEW STRAND WOVEN BAMBOO 1,074 SO FT TOTAL AREA TO BE NEW TILE FLOOR (BATH ONLY).............71 SO FT ALL OTHER EXISTING FLOOR FINISHES TO REMAIN. AREA CALCULATIONS INCLUDE CLOSET(S) ASSOCIATED WITH EACH ROOM 6" •' , jo BATH 71 SO Fr �\ NEW TILE `FLOOR •I I\ 10--4 314 - HALL 4 J14 112- 112 35 11 4 -I i' 1 � �I� I ll' -ll 1/2" 41" LIVING ROOM 253 SO FT DIRECTION OF NEW STRAND WOVEN BAMBOO FLOORING rn I 0 ---- i JA 23 1/4" I I I 1 I � I 1 I 1 I I � I I 72„ 16 t r, 66" 32 1/2" 10" Tread 43" 35" 84 1/2" INCIS BEDROO7�-- 11 139 SO FT IR 'XISTING OAK OOREMAJN I IL 41" 9'-11 3/4" I I I I BEDROOM I 171 SQ FT 12'-1 1/2" I I I DIRECTION OF NEW STRAND ; WOVEN BAMBOO FLOORING , I I UP 22'-2 1/2"4 59 1/4�/ 23 114'--, " M 49 1/2" F• ; ; 4! 1/2" I 41„I 40” I 1 1 I 12'-11„ I 34 24" 41" 43" 41" 72 3/4" 41 1/4 i t" 41"�— 43" 41 22" {`— 36" Door ..... ................. I ------------------------------------------------------ --------------------------------------------- 3a'-10 1/2" 17'-e 1/2" i' 15'-2" 146 LINE DENOTES EDGE OF SOFFIT ABOVE Entry Patio First Floor New Floor Plan A-101.1 SCALE: 3/8" = 1'-0" 6' lo" 10" lo" LEGEND ® EXISTING WALL TO REMAIN ® NEW CONSTRUCTION - 2x WALL - - - - - LINE OF CEILING ABOVE JOSEPH FISCHETTI, P.E. 1725 HOBART ROAD - P.O. BOX 616 SOUTHOLD, NEW YORK 11971 PHONE 631.765.2954 EMAIL JOSEPH@FISCHETTI.COM SEAL: CONTRACTOR: NORTH FORK CARPENTRY 38320 COUNTY ROAD 4 8 PECONIC, NEW YORK 11958 LO c� o� Z ftb W W U C: z 0 ° w a_ W U z � o � � o U. 00 � p c Z 0 3 Q LL] O (y) PROJECT #: 13216 DATE: 05.17.2013 DRAWN BY: MW CHECKED BY: JF REVISIONS: APPROVED BY ENGINEER: 05.17.2013 I GENERAL NOTES: I I 1. CONTRACTOR SHALL GUARANTEE THAT ALL COMPONENTS, MATERIALS AND INSTALLATION METHODS AS SELECTED BY THE CONTRACTOR I SHALL FULLY MEET THE REQUIREMENTS AS DESIGNED AND CONFORM WITH ALL LOCAL, STATE AND FEDERAL CODES AT THE TIME OF INSTALLATION. 2. ALL DRAWINGS MUST BE APPROVED BY ENGINEER PRIOR TO CONSTRUCTION. 3. ANY EXISTING CONDITIONS FOUND TO BE OTHER THAN DESCRIBED IN THESE DOCUMENTS TO BE REPORTED TO THE ARCHITECT IMMEDIATELY. SHEET # A-1014,1 @ 2013, Wisdom Architecture BEDROOM M1 .........................................210 SO FT BEDROOM #2.. ... .................................... 270 SO FT HALL..........................................................29 SO FT WALK-IN-CLOSET....................................92 SO FT TOTAL AREA TO BE NEW STRAND WOVEN BAMBOO .......... 601 SO FT TOTAL AREA TO BE NEW TILE FLOOR (BATH ONLY).............52 SO FT ALL OTHER EXISTING FLOOR FINISHES TO REMAIN. AREA CALCULATIONS INCLUDE CLOSET(S) ASSOCIATED WITH EACH ROOM NOTE: REMOVE AND UPDATE EXISTING BATHROOM FIXTURES IN ORIGINAL LOCATIONS ONLY. NO CHANGE IN STRUCTURE, USE, OCCUPANCY OR EGRESS. Second Floor Existinq/Demolition Plan SCALE: 3/8" = 1'-0" JOSEPH FISCHETTI, P.E. 1725 HOBART ROAD - P.O. BOX 616 SOUTHOLD, NEW YORK 11971 PHONE 631.765.2954 EMAIL JOSEPH@FISCHETTI.COM SEAL: CONTRACTOR: NORTH FORK CARPENTRY 38320 COUNTY ROAD 4 8 PECONIC, NEW YORK 11958 W U z w 0 cn w V) C� LO C'7 0 z w 02 U U Uj 0 D O O 3 a w 0 LO (y) C _0 C 0 0 E a� 0 C .X W L- 0 0 -0 C 0 U cn PROJECT #: 13216 DATE: 05.17.2013 DRAWN BY: MW CHECKED BY: JF REVISIONS: APPROVED BY ENGINEER: 05.17.2013 GENERAL NOTES: 1. CONTRACTOR SHALL GUARANTEE THAT ALL COMPONENTS, MATERIALS AND INSTALLATION METHODS AS SELECTED BY THE CONTRACTOR SHALL FULLY MEET THE REQUIREMENTS AS DESIGNED AND CONFORM WITH ALL LOCAL, STATE AND FEDERAL CODES AT THE TIME OF INSTALLATION. 2. ALL DRAWINGS MUST BE APPROVED BY ENGINEER PRIOR TO CONSTRUCTION. 3. ANY EXISTING CONDITIONS FOUND TO BE OTHER THAN DESCRIBED IN THESE DOCUMENTS TO BE REPORTED TO THE ARCHITECTlMMEDIATELY. SHEET # A-102,00 @ 2013, Wisdom Architecture 1 '� Vertical Section A-103.0 Existing Dormer SCALE: 3/8" = 1'-0" /\\\ \\/ \/ \\ \\\// \/\\\ �/ \/\\\//\ N'� /\/\\\ z Vertical Section Existing Sun Room A-103.0 SCALE: 3/8" = 1'-0" �y JOSEPH FISCHETTI, P.E. 1725 HOBART ROAD - P.O. BOX 616 SOUTHOLD, NEW YORK 11971 PHONE 631.765.2954 EMAIL JOSEPH@FISCHETTI.COM SEAL: CONTRACTOR: NORTH FORK CARPENTRY 38320 COUNTY ROAD 4 8 PECONIC, NEW YORK 11958 W U z W 0 W Q� LO r- LU 02 U U w D D O O 3 Q W 0 M C 0 U a) .D m U U PROJECT #: 13216 DATE: 05.17.2013 DRAWN BY: MW CHECKED BY: JF REVISIONS: APPROVED BY ENGINEER: 05.17.2013 GENERAL NOTES: 1. CONTRACTOR SHALL GUARANTEE THAT ALL COMPONENTS, MATERIALS AND INSTALLATION METHODS AS SELECTED BY THE CONTRACTOR SHALL FULLY MEET THE REQUIREMENTS AS DESIGNED AND CONFORM WITH ALL LOCAL, STATE AND FEDERAL CODES AT THE TIME OF INSTALLATION. 2. ALL DRAWINGS MUST BE APPROVED BY ENGINEER PRIOR TO CONSTRUCTION. 3. ANY EXISTING CONDITIONS FOUND TO BE OTHER THAN DESCRIBED IN THESE DOCUMENTS TO BE REPORTED TO THE ARCH IT C EDIATELY. SHEET # A-103.0 @ 2013, Wisdom Architecture GEN ERAL NOTES CONSTRUCTION NOTES: WIND FRAMING NOTES: NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: 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 DRAWIN65). 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. (b). The General Gontractor is to ensure that masonry or prefabricated fireplaces be installed according to manufacturer's specifications if applicable and to meet or exceed all 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. V41nd load requirements shall be taken into account during construction. 8). The General Contractor is to ensure that all fixtures and appliances be installed according to manufacturer's s ecifications and to meet or exceed all applicable codes. p pp 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 lieu of a ridge strap, the number of IOd 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 wall top plate shall be attached to the to the wall stud with uplift connections. Roofs overhon In the rake side of the building shall be connected with uplift connections in accordance withg g 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 3.20. In addition to spacing, anchor bolts are to be spaced between 6-12 Inches from the end of a sill plate and a I I 5). TYPE I EXTERIOR 5HEARWALL CONNECTIONS: Type I exterior shear walls with a minimum of Yp 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 p g " o.c. at panel edges and 10" o.c. in the field shall be in accordance with the length requirements specified 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II exterior shearwallS shall meet the requirements of table 3.150-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 9). CATHEDRAL GEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters shall either be notched and anchored on to of the beam or sloe connectors shall p p be attached to each rafter -to -ride along the open ceiling art of the building. Connections g g p g p g• to the ridge and wall shall be be attached with the above requirements. ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL RE51DENTIAL DWELLING JOINT DESCRIPTION NAIL QTY. NAIL 5PAGIN(5 NOTES BUILDING USE (SEE PLANS) BUILDING HEIGHT (SEE PLANS) RAFTER TER TO TOP 8' WALL: 3-8d COMMON 10' WALL: 4-8d COMMON EACH RAFTER TOE NAIL TOTAL 50. FT. OF CONSTRUCTION (SEE PLANS) CEILING JOIST TO TOP PLATE 8' WALL: 3-8d COMMON 10' WALL: 4-Sd COMMON EACH JOIST TOE NAIL DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND CURRENT55G HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL GEILING JOIST TO PARALLEL RAFTER AS PER TABLE 3.7 WFGM - SBG EACH LAP FACE NAIL FRAMING ELEMENTS AS PER FLOOR PLANS, GROSS SECTION AND GENERAL NOTES GEILING JOIST LAPS OVER PARTITION AS PER TABLE 3.7 WFGM - 5BG EACH LAP FACE NAIL DESIGN LOAD CALCULATIONS (LIVE LOADS PSF) EXT. BALGONIE5............................................................................................................60 DECKS................................................................................................. ....40 """""""""""""" ATTICS w/o STORAGE.................................................................................................10 ATTICS w/ STORAGE...................................................................................................20 ROOF (GROUND SNOW LOAD)..............................................................................20 ROOMS (OTHER THAN SLEEPING) .............................. 40 ........................................... ROOMS (SLEEPING)......................................................................................................30 STAIRS.......................................................................................... GUARDRAILS (ANY DIRECTION).........................................................................200 COLLAR TIE TO RAFTER AS PER TABLE 3.4 WFGM - 5BG EACH END FACE NAIL BLOCKING TO RAFTER 2 - 8d COMMON EACH END TOE NAIL RIM BOARD TO RAFTER 2 - I6d COMMON EACH END END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL QTY. NAIL SPACING NOTES EXPOSURE GATA6ORY (DE516NED FOR GAT. G) TOP PLATE TO TOP PLATE 2 - I6d COMMON PER FOOT FACE NAIL SEE NOTE: I LOAD PATH (ROOF - FOUNDATION) SEE CONSTRUCTION AND WIND PATH CONNECTION DETAIL PAGE t GENERAL NOTE PAGE TOP PLATES AT INTERSECTIONS 4 - I6d COMMON JOINTS EA. SID FACE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE STUD TO STUD 2 - I6d COMMON 24" . O.G.ACE NAIL FIRE PROTECTION (SMOKE t G02 DETECTORS) 5Ym.: SEE FLOOR PLANS HEADER TO HEADER I6d COMMON 16" O.G. ALONG EDGES FACE NAIL TRUSS DE516N WA -STANDARD STICK FRAME CONSTRUCTION TOP OR BOTTOM PLATE TO STUD 2 - I6d COMMON PER 2x4 STUD END NAIL ENERGY CALCULATIONS RE5GHEGK CLIMATIC & GEOGRAPHIC DESIGN CRITERIA: FOUNDATION NOTES: TOP OR BOTTOM PLATE TO STUD 3 - Ibd COMMON PER 2x6 STUD END NAIL GROUND SNOW LOAD WIND SPEED (MPH) SEISMIC DESIGN CATEGORY WEATHERING FR05T LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. IGESHIELD UNDERLAYMENT REQUIRED FLOOD HAZARDS 1). The General Contractor and Mason to review plans, elevations, details and notes to determine intended heights of finished floor(5) above typical grade. 2). All footings to rest on uindisturbed (virgin) soil. 3). Provide I/2" expansion joint material between concrete slabs and abutting concrete or masonry walls occurring in exterior or unheated interior areas. 4). Any new concrete walls (being attached to existing concrete structure shall be installed with �5 re -bar, IS" long at 12" o.c.. Use approved epoxy for installation. 3.5. 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Goncrete 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 c15% relative density with 6" maximum lifts (layers). 6). Crawl spaces to be provided with a minimum IS"x24" access openinInstall one 8x16 cast iron g.foundation vent for every 150 5q. ft. of area. 7). Damp-proof exterior of foundation with bituminous coating as required by current N.Y.S. Residential Construction Code. A 6 -mil polyethylene film shall be applied over the below grade portion of exterior H0115 prior to backfilling. 8). Drainage as required by current N.Y.S. Residential Construction Code. BOTTOM PLATE TO: FLOOR JOIST, BAND JOIST, END JOIST D BLOGKING 2 -Ibd COMMON R PEFOOT FACE NAIL SEE NOTE: 1,2 20 LBS. 120 B SEVERE 3 FT. MODERATE TO HEAVY SLIGHT TO MODERATE 11 NONE FLOOR FRAMING: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: JOINT DE50RIPTION NAIL QTY. NAIL 5PAGING NOTES SHEATHING LOCATION NAIL SPACING AT PANEL EDGES NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD NOTES JOIST TO: SILL, TOP PLATE OR GIRDER 4 - 8d COMMON PER JOIST TOE NAIL 4' PERIMETER EDGE ZONE 8d COMMON a 6" OG 8d COMMON a 6" O.G. SEE NOTES: 1,3 BRIDGING TO JOIST 2 - 8d COMMON EACH END TOE NAIL BLOCKING TO JOIST 2 - 8d COMMON EACH END TOE NAIL INTERIOR ZONE 8d COMMON a 6" OG 8d COMMON a 12 O.G. SEE NOTES: I ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD BLOCKING TO:OR TOP PLATEE 3 - Ibd COMMON EACH BLOCK TOE NAIL GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON a 4 " O.G. 8d COMMON a 4" O.G. SEE NOTES: 1,3 DECK AND COVERED PORCH NOTES. 1LED6ER STRIP TO BEAM 3 - I6d COMMON EACH JOIST FAGS NAIL 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 600.4ci. For framing members with 6e_0.42(�_(5C0.4a, 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 For framing members with 0.42(� _60.4cl, the nail spacing shall be reduced to 3 inches o.c. 1). Unless otherwise noted, all framing material to be #1 AGO pressure treated lumber. All fasteners, hangers and anchors to be golvinized or stainless steel. 2). Girders for deck olsts to be bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with proper stel 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"x12" 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.4a. 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 I/2" dia. bolts with washers and nuts 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 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. JOIST ON LEDGER TO BEAM 3 - 8d COMMON PER JOIST TOE NAIL BAND JOIST TO JOIST 3 - I6d COMMON PER JOIST END NAIL BAND JOIST TO: SILL OR TOP PLATE 2 - I6d COMMON PER FOOT TOE NAIL SEE NOTE: I ROOF SHEATHING: JOINT DESCRIPTION NAIL QTY. NAIL SPACING STRUCTURAL PANEL 8d AS PER TABLE 3.8 WFGM - SBG CEILING SHEATHING: WALL SHEATHING REQUIREMENTS FOR WIND LOADS: FRAMING NOTES: JOINT DESCRIPTION NAIL QTY. NAIL 5PAGING 5HEATHING LOCATION NAIL 5PAGING AT PANEL EDG NAIL 5PAGING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD NOTESES 1). All framing techniques and methods as prescriptive design of current 5BG 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. where needed. 4). Unless otherwise noted ,all bearing wall headers to be (2) 2x10 #2 +BTR. Doug. Fir. Bearing wall headers on of st-ud1 lengthstudsu ll length 5 uds of openings.hsieall op ening .LVL headers to have (3) to have a tuds) Jack g also have (2) window 5111 plates For 2x4 wall openings between 41 and (9'0 and 2x6 wall openings between 5II and 8'a. Provide fire to gir^der(5). and blocking where applicable. 5). All flush beams/headers to be installed with heavy duty galvanized hangers and anchors where applicable to all connecting Joi5t5. (b). Double u floor Joists under walls that run arallel to the floor oist and under bathtubs. Construction Code. Floors to have cerarnic tile 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/or 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. Q). Provide blocking/bridging in floor Joists at 8'0 o.r_ 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 COX exterior sheathing grade plywood. Plywood to cover over plates and headers. 12). Unleotherwise noted use 3/4" thick TtG 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 t Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPOM torch down type material over. 15). 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. GYPSUM WALLBOARD 5d COOLERS 7" O.G. EDGE 10" O.G . FIELD 4 EDGE ZONE 8d COMMON a 6" O C 8d COMMON a 12 O.G. SEE NOTES: I, 3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD WALL L L S H EAT R I N G: JOINT DESCRIPTION NAIL QTY. NAIL 5PAGIN6 INTERIOR ZONE 8d COMMON a 6" O.G. 8d COMMON a 12" O.G. SEE NOTE: 3 STRUCTURAL PANELS 8d COMMON AS PER TABLE 3A WFGM -SBC, 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 &POAC1. For framing members with 0.426e_6¢., the nail spacing shall be reduced to 6 Inches o.c. 3). For exterior panel siding, galvanized box nails shall be permitted to be substituted for common nails. 7/16" OSB PLYWOOD bd COMMON 3" O.G. EDGE 6" O.G. FIELD PLUMBING NOTES:GYPSUM WALLBOARD 5d COOLERS 7" O.G. EDGE 10" 0.0 . FIELD 1). All water supply, drainage and venting to be Installed as per N.Y.5. Residential Gode 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. FLOOR SHEATHING: JOINT DESCRIPTION NAIL QTY. NAIL 5PAGIN6 STRUCTURAL OR LESSNELS I�� 8d COMMON 6" O.G. EDGE 12" O.G. FIELD ADDITIONAL NOTES. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN 5GHEDULE 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 1s continuous over connected members,the tabulated number of nails shall be permitted to be reduced tol - I(bd nail per foot. CONTRACTOR TO PROVIDE 501L TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE 5/8" TYPE -X 5HEETROGK FIRE STOPPING AT 10'0 MAXIMUM D15TANGE5 FOR NON AGGE5515LE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z -MAX TRIPLE PROTECTIVE GOATIN6 FOR CONTACT WITH AGO. 3). INSTALL I - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 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). HVAG subcontractor to provide final system layout drawing and submit it to the Generalss Contractor and owner for final review and approval. AS REQUIRED BY CURRENT NY5 RESIDENTIAL CODE - FIREBLOGKIN6 REQUIRED Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between 5torle5, 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 flreblocked 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 current N.Y.5. Re5ldentlal 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, as required by current N.Y.5. Residential Code. ELECTRICAL NOTES: 1). All electrical to be installed as per N.Y.5. Residential Construction Code. 2). All electrical work shall be approved by a qualified Underwriter. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current N.Y.S. Residential Construction Code. JOSEPH FISCHETTI, P.E. 1725 HOBART ROAD - P.O. BOX 616 SOUTHOLD, NEW YORK 11971 PHONE 631.765.2954 EMAIL JOSEPH@FISCHETTI.COM SEAL: CONTRACTOR: NORTH FORK CARPENTRY 38320 COUNTY ROAD 4 8 PECONIC, NEW YORK 11958 LO Z w 0 O z U U UJ D D O O 3 Q LU 0 LOM w O Z J Q W Z W r PROJECT #: 13216 DATE: 05.17.2013 DRAWN BY: MW CHECKED BY: JF REVISIONS: APPROVED BY ENGINEER: 05.17.2013 GENERAL NOTES: 1. CONTRACTOR SHALL GUARANTEE THAT ALL COMPONENTS, MATERIALS AND INSTALLATION METHODS AS SELECTED BY THE CONTRACTOR SHALL FULLY MEET THE REQUIREMENTS AS DESIGNED AND CONFORM WITH ALL LOCAL, STATE AND FEDERAL CODES AT THE TIME OF INSTALLATION. 2. ALL DRAWINGS MUST BE APPROVED BY ENGINEER PRIOR TO CONSTRUCTION. 3. ANY EXISTING CONDITIONS FOUND TO BE OTHER THAN DESCRIBED IN THESE DOCUMENTS TO BE REPORTED TO THE ARCH ITEC�EDIATELY. NEW y � Qa��SCyFr 4,A a SHEET # A-600.0 @ 2013, Wisdom Architecture JOSEPH FISCHETTI, P.E. CONSTRUCTION 1725 HOBART ROAD - P.O. BOX 616WIND LOAD PATH CONNECTION AND DRAWINGS SOUTHOLD, NEW YORK 11971 USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANCE & CODE COMPLIANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. PHONE 631.765.2954 EMAIL JOSEPH@FISCHETTI.COM SEAL: KING 5TUD5 • ENDWALL RAFTER WALL 5TUD CRIPPLE STUD o BOTTOM PLATE o RIDGE LEDGER BATHTUB HEADER DOUBLE J015T 51DEWALL RAFTER JACK 5TUD5 CONTRACTOR: FLOOR USP NUMBER DE5GRIPTION APPLICATION NORTH FORK CARPENTRY HOLD DOWN GONNEGT TO 151DE OF ALL CORNERS 38320 COUNTY ROAD 4 8 IST. AD55 ANCHOR TO FOUNDATION W/ ANCHOR BOLT5 BATH / 5PA TUBS TO HAVE A DOUBLE FLOOR J015T5 UNDER FOR ADDED SUPPORT PECONIC, NEW YORK 11958 CONNECT TO I SIDE OF ALL CORNERS ON LOCATION U5P NUMBER DE5GRIPTION APPLICATION LOCATION U5P NUMBER DE5GRIPTION AIPPLIGATION RFTR. 51ZE U5P NUMBER DE5CRIPTION APPLICATION 5UPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTHBOT. PLATE OF 2ND FLOOR AND TOP T DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. AD55 ANCHOR PLATES OF 15T. FLOOR. CONNECT THROUGH ALL OPENIN65 L5TA12 1-1/4"x12" 2090. STRAP APPLY TO EACH JACK STUD ROOF L5TA24 1-1/4"x24" 209a. STRAP JOIS APPLY OVER RIDGE TO EAGH RAFTER 2xb-2x8 L52b 18ga. 5LOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR J0 15 NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT-1 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 L5210 189a. 5LOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OG LO WALL 5TUD THROUGH-ROOF EXHAUST VENTS 5ELEGTED AND LOGATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-51DE OF VENTILATION CHANNEL RIM BOARD CHIMNEY A5 REQUIRED RAFTER SILL PLATES) WALL SHEATHING R/�`FTERS MAINTAIN w ` VENTILATION WOOD J015T Uj 51DENALL FLASHING FOUNDATION TOP PLATE FINISH WALL AND MOISTURE 2 � LEDGER BLOCKING U � _J STRAPPING TO 13E ATTACHED TO WALL 5TJ05 048"OG BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST Z O AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC 5HALL BE PROVIDED WITH A FA5GIA BETWEEN WALL FIN15H AND MINIMUM NET FREE VENTILATING AREA _ �- FLOOR J015T DEPTH U5P NUMBER DE5GRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LE55 THAN 1/150 OF THE AREA OF GUTTER Uj W IN5TALL 4'0" O.G. THE 5PAGE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH GORRO510N- ONTIN. SCREENED VENT Q 4" - 8" L5TA24 I-11/4"x24" 2090. STRAP AND JACK STUDS RE515TANT METAL ME5H WITH MESH tGONTIN. SOFFIT / EXT. PLYWOODON ALL OPENINC75 PROVIDE HEMMED EDGE AT OPENINC75 OF 1/4 INCH IN DIMEN510N.♦ ^ 7 IN5TALL 4'0" O.G. FLASHING TO FORM CHANNEL RAFTER 51ZE U5P NUMBER DE5GRIPTION APPLICATION v , / , L 8" - 14" L5TA30 I-11/4"x30" 18 a. STRAP AND JACK STUDS AND 50 A5 TO MAINTAIN AIR 5OFFITED EAVE `, f 9 GAP TO PREVENT CAPILLARY 4" - b" RAFTER RTIO 10-3/4" x 18 a. TYDOWN ANCHOR CONNECT TO W O ON ALL OPENINC75 / ACTION g EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND 1 IN5TALL 4'0" O.G.ROOF VENTILATION / OVER BEARING WALL5 AND HEADERS TER RT20 21-I/8" x 20 a. TYDOWN ANCHOR CONNECT TO 5OFFITED EAVE DETAIL W 1411-1611 LSTA3b I-11/4"x36" 1890. STRAP AND JACK STUDS 8" 12" RAF � 9 EACH RAFTER ON ALL OPENINGS KEEP ROOFING NAILS OUT V) \ Uj Inv 2ND. FLOOR WALL OF FLASHING Z ROOFING LAPS BASE Q Z FLASHING 4 INGHE5 O � \ � O RAFTER WR BASE FLASHING AP5 GORNER5, / \ RIDGE GAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL A5 ROOFING O V 51DE5 4 INGHE5 AND LAPS NAILED TO 5HEATHIN6 O SHINGLES AT BASE MIN. 4 INGHE5 THROUGH VENT WOOD J015T TOP PLATE 51DE WALL FLA5HIN6 GIRDER/HEADER < Q 1ST. FLOOR WALL 5TAPPIN6 TO BE ATTACHED TO WALL STUDS 048"OG WOOD J015T W AND ALL WINDOW/DOOR OPENING JACK 5TUD5 METAL FLA5HIN6 AT ALL EAVES, 51DEWALL5, WALL 5TUD FLOOR J015T DEPTH U5P NUMBER DESCRIPTION APPLICATION AND RAKE5 -- PROVIDE HEMMED EDGES 50 A5 TO FORM DRAINAGE 6HANNEL5 AND RAFTER INSTALL 4'0" O.G. PREVENT CAPILLARY ACTION 1�jLO 4" - 8" L5TA3b 1-1/4"x3b" 189a. STRAP AND JACK 5TUD5 LOCATION U5P NUMBER DE56RIPTION AIPPLICATION PRE-MANUFAGTURED KEEP 5HEATHING MIN. 1-1/2" ON ALL OPENINC75 CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL J015T5 CONNECTED TO A FLU51-1 HEADER TO BE SUPPORTED WITH „ RAFTER/PLATE RTI5 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.G. RAFTER TO PLATE AIR PA55A6E IF ABLE 5ET FIR J015T5 APROX. 1/2" HIGHER THAN LVL HEADERS CONFORM TO SLOPE TO ALLOW FOR 5HRINKA(5E. 4 REDUCE BUMP OUTS PROJECT #k: 13216 8" - Ib" M5TA48 I-I/4"x48" Ibga. STRAP AND JACK STUDS CONNECT OVER OF ROOF ON ALL OPENING5 PLATE/WALL 5PTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DATE: 05.17.2013 DRAWN BY: MW DBL. SILL PLATE O CHECKED BY: JF TERMITE 5HIELD SUBFLOOR SILL 6A5KET � WOOD JOISTS REVISIONS: NEOPRENE GONG.SLAB TYP. GONG. FOUNDATION Ab MILPOLY GASKET 2xb /2x8 CONTINUOUS WOOD PLATE APPROVED BY . DAMPPROOF EXTERIOR GRANULAR FILL r BOLTED TO STEEL BEAM WITH ENGINEER: 05.17.2013 bMIL POLY ON EXTERIOR ,q 1/2 " DIA. BOLTS a 48" o.c. 5TAG. � v � STEEL COLUMN ' ' ' ' ,q n i • a • a ° C ° V GONG. 5LAB �p - d* n v ROOF JACK // I `� STEEL BEAM GENERAL NOTES: 16 A \ `q 4" x 1/4" x 8" STEEL COMPACT FILL , 1. CONTRACTOR SHALL GUARANTEE Q ' " n ` ROOFING LAPS TOP AND BOTTOM PLATE THAT ALL COMPONENTS MATERIALS • 4 ' p FLA5HING AT WITH 1/2" x b" ANCHOR BOLT KEYWAY FOOTING n v /� Q ,a 4 p Q GONG. FTG. �p Q �p G °' 51DE5 AND TOP AND INSTALLATION METHODS AS a ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS I/2 GROUT SELECTED BY THE CONTRACTOR • � „ - „ (USP LBP55b OR BP583) 1 b REINFORGING BAR 3" STEEL COLUMN SHALL FULLY MEET THE REQUIREMENTS ANCHOR BOLT GONNEGTION FOUNDATION 5/8 DIA. ANCHOR BOLT AS DESIGNED AND CONFORM WITH DRAIN TILE D 5UPPORTIN6 MAXIMUM 5PAGING FLA5HIN6 LAPS ( 10 KIPS) ALL LOCAL, STATE AND FEDERAL SILL PLATE TO FOUNDATION ROOFING AT BOTTOM (GRAWL 5PAGE OR FOUNDATION) I STORY -72 OG CODES AT THE TIME OF INSTALLATION. SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL GONG. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" GONG. FTG. (CRAWL 5PAGE OR FOUNDATION) 2 STORIES 36" OG STEEL /BOTTOM BEARING 2. ALL DRAWINGS MUST BE APPROVED BY ENGINEER PRIOR TO WHERE NEEDED FOR ST G BRACING. WALL BOTTOM PLATE TO FOUNDATION 1-2 5TORIES 51" OG CONSTRUCTION. (SLAB-ON-GRADE) ROOF JAGK5 t VENT5 DETAIL 3. ANY EXISTING CONDITIONS FOUND r---5UBFLOOR TO BE OTHER THAN DESCRIBED IN GONG. 5LAB DOOR FRAME THESE DOCUMENTS TO BE REPORTED bXb 10/10 MM COMPACT FILL DO RGE o- JOIST TO THE CHITECT IMMEDIATELY. OR U5E 2X8 5TEEL BEAM QF NEw y ' FOR BLOGKOUT 4 SLAB � ,�'� F1SCy O P.T. PLATE W/ bXb WMM 3/4" „SLOPE � F���' 1/2 4"DRIVEWAY—� NOTCH J015T AND ADJU5T HEIGHT�- ' I/2" AIR 5PAGE < ► • I ,4 -- (WITH A NAILING PLATE IF NEEDED) p AT END AND ": ��� 2 �•'' o ; • •' ► ! TO BE APROX. 1/2" OR HIGHER THAN q 51DE5 OF WOOD p , • • STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE q 4 ' q Q , , , BEAMS ° "� C>' n ► ' • (PROVIDE 5TRAPPIN6 TO KEEP J015T5 ALIGNED) ��O �� 525�� 12" - bXb W.W.M. , 4 , 4 , 4 d� ► =i i I 4 °" o 'q — qOF ION �. MIN. � n c ° • c `n Q `q Q `p /� `i �o "----,NOTCH BEAM FOR MUD5ILL IF REQUIRED -- MAXIMUM p p , � o � r 5UBFLOOR SHEET # 4 INFORGING BAR = = NOTCH EQUALS 1/4 DEPTH OF BEAM ° �• ° ' , °o I �— I I OIST REINFORGING BAR �• . C 4•, ° DRAIN TILE1� SHEET METAL / 30# FELT UNDER BEAM AT POINT • L�'A �. �. — _STEEL BEAM ►• OF CONTACT WITH CONCRETE OR GONG. BLOCK — �. ' 3" IF PLATE (BOLTED TO BEAM) TYPICAL GONG. MONOLITHIC FOUNDATION. REINFORGE WITH (2) #4 REINFORCING BARS THICKEN 5LABG W 5 BENEATH BEARING AND GOLUMN5. IA A 5HIM5 TO LEVEL BEAM A�60001 REINFORCE FOOTING WITH (2) #4 REINFORCING BAR5. 3" MINIMUM BEARING 5URFAGE FOR WOOD BEAM GARAGE DOOR BLOGKOUT BEAM POCKET @ 2013, Wisdom Architecture