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HomeMy WebLinkAbout35400-ZFORM 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. 35400 Z Date APRIL 22, 2010 Permission is hereby 9ranted to: J LOGAI~ & K WALKER 1110 ORCHARD ST ORIENT,NY for : ADDITION & ALTER3tTION TO AN EXISTING DWELLING PER LANDMARK PRESERVATION at premises located at 1110 ORCHARD ST ORIENT County Tax Map No. 473889 Section 025 Block 0004 Lot No. 010 pursuant to application dated MARCH 5, 2010 and approved by the Building Inspector to expire on SEPTEMBER 18, 2011. Fee $ 200.00 Authorized Sig~-ature ORIGINAL Rev. 5/8/02 FOUNDATION (1ST) !~-~ FOUNDATION (2ND) ~ . ~OU~HFSA~m~ ~ ' / ~J~ ~' ~ ~. ~ ~$~A~ON P~ N. Y. STA~ E~R~ CODE ~? __ _ ~ r f . -I - - ~ ~, , , , ,~D~ON~ COUNTS ~ ,~- TOWN OF SOU. THOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net Examined ~/! ff , 20 /~ / Approved ~ ~. ~,20 [~0 Disapproved a/c , ,?Z20. . . PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying.5 Board of Health 4 sets of Building Plans Planning Board approval Survey. Cheek Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: Expiration ~pector I I I a~n~. o[~:_._ i ]~ ~ INSTRUCTIONS l--O- ]lt~:ia~5~[t0k8 MUST b~ 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 1 $ months fi.om such date. If no zoning amendments or other regulations affecting the propert]( have been enacted in the interim, the Building,~ ~s_pe~.InsAoector may authorize, in writing.the .ex_t.ep. s.ign_ of the permit for an additio'~'~l~rnt~.'~em ; rl~ r't~4i: · " ' APPLICATION IS HEREBY MADE to the Building Department fo~ ot~tlr'~permit pursuant to the Building Zone Ordinance of the Town of Sonthold, 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, il ~__ ~'~gn~tur~/o~plicant or name, if a corporation) (~ailing addrgss of a~plicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises kJO~D]4- ~)/gAM ; Id-~,/.J..,~¥' /4,/A-/,,~/~--, (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. Locl~tion of land on w~qh,pT_ol~osed w.9,rk will be done: · © A4 D ,gl.) House Number Street Hamlet County Tax Map No. 1000 Section ~ C~-~Block', ~', , , Subdivision Filed Map N0. Lot State existing use and occupancy of premises and intended use and occupancy o_f pyoposed construction: a. Existing use and occupancy .~_ [N~I.,~ :~M[ L~ b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Repair /.,/ .Removal Demolition 4. Estimated Cost 4 [55~O'O 5. If dwelling, number of dwelling units [ If garage, number of cars Fee Addition ~ Alteration Other Work (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Rcar .D'e~i3; , (':?' ,:~;' [~,~¥,-,, ~, Height 8. Dimensions o f entire new construction: Front Height Number of Stories 9. Sizeoflot: Front Rear Dimensions of same structure with alterations or additions: Front Number of St( Rear .Depth 10. Date of Purchase Name of Former Owner Depth. . 11. Zone or use district in which premises are situated ~, - ~ O 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO ~ NO ~-'"Will excess fill be removed from premises? YES 13. Will lot be re-graded? YES 14. Names of Owner of premises ,~M 14/A't. ggSj~dress ~, [JY Iooo Phone No. Name of Architect ~1~,~[,, ~[~- Address 11~ ~ ~r~, ~/Kl~t,~ne No Name of Contractor [~t, lhgglbl~, l~l/,,DJ~t, ag Address .Phone No. NO 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES __ NO ~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES__ · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) COUNTY O~w~ItcS)S: }~/~2,x{ [.,, ~Z,~~.- being duly sworn, deposes and says that (s)he is the applicant (Name of individual sig~ing contract) above named, (S)He is the ~ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ~ ~ - ~ ~x ~ VICB TOTH " ~mm sslon ~p ~July 28, 20~~ lO Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOC~AllON: $.C.T.I~ f~ THE FOI.LOWIHG~IRE THE SUBMI$SIOH OF A 2 Will this Project Require any Lend Riling. Grading or Ex~avatlun Wt~m them is a change to the Natural Existing Grade Invc~vlng more than 200 Cublo Yards of Matedal within any Parcel? 4 Will this Applicatian Require Land Disturbing Ad~Jes EnoomPassing an A~ea in Excess of Five Thousand (5,000) Square Feet of Ground Surfaoe? 5 Is there a Natural Water Course Running through theSite? Is this Project within the Ttustaes jurisdiction or within One Hundred (100') i'eet of a Wetland er Beach? 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical PJse to One Hundred (100') of Horizontal Distance? 7 ~/ill Driveways. Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? 8 9 Will this project Require the Placement of Matedal. Removalof Vegetation and/or the Co~stmcti~q of any Item Within the Town PJght-o[-Way or Road Shoulder Area? (This item will NOT Include the Installation of Driveway Aprons.) Will this Project P~quire Site Preparation within the One Hundred (100) Year Floodplain of any Watercourse? NOTE: If Any Answer to Questions One throutih Nine is Answered with a Check Mark in ~he Box, a Storm-Water, Grading, Drainage & Erosion Control Plan Is Required and Must be Submitted for Review Prior to Issuance of Any Building Pemlltl EXEMPTION4 Yes Does.this project meet the minimum standards for classification as an Agi~c~ltuml Project? Note: If You Answered Yes to this ~uesflor[. a Storm4Nater, Gmdtog, Drainage & Erosion Control Plan Is NOT Requiredl -- No COUNTY OF SS (~ Owner and/or representative of the Owner of Owner's, 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 rose to the best of his knowledge ~ belief; and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; ........................ ................ da of..: .......... .......... y Public: .~..~...C:~_ .................................. - FORM - 06~07 ~-,,,,.,..,on FORM NO. 3 TO: NOTICE OF DISAPPROVAL Joseph Logan & Kelley Walker C/O Meryl Kramer, Arch. P.O. Box 683 Greenport, NY I 1944 DATE: July 30, 2009 Please take notice that your application dated July 17, 2009: For permit to construct additions and alterations to an existing single family dwelling and accessory garage and proposed in-ground swimming pool at: Location of property: 1110 Orchard St., Orient County Tax Map No. 1000 - Section 2~5 Block 4 Lot 1~0 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations, on this non-conforming 16, 464 square foot lot in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124, non- conforming lots, measuring less than 20,000 square feet in total size, require a maximum lot coverage of 20%. The survey shows the proposed lot coverage at 22.9%. Further, the proposed additions to the accessory garage are not permitted pursuant to Article III, Section 280-15 (C), such buildings shall not exceed 660 sq. ft. on lots containing up to 20,000 sq. ft .... The survey shows the total square footage of the garage at 1,407 sq. ft. (The garage was issued a pre-CO in 2007 #Z-32676, it notes the square footage at 775.) In addition, the proposed additions and alterations are not permitted without review and approval by the Southold Town Landmarks Preservation Commission, because the property is listed on either the Southold Town, New York State and/or the National Registers of Historic places and requires review by the Southold Town Landmarks Preservation Commission. If the requirements of the town code, pertaining to Landmarks (Local Law No.22) are met, a Certificate of Appropriateness (C of A) will be issued. The C of A is required before a Building Permit will be approved. Information about the requirements for applying for a C orA is available at the information counter in the Building Department. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require thrther review by the Southold Town BuiLding Department. CC: file, ZBA, Landmark Southold Town Building Department P.O. Box 1179 54375 Main Road Sonthold, New York 11971 (631) 765-1802 Parcel ID: 25.-4-10 Permit #: 35400 Permit Date: 4/22/2010 Expiration Date: 10/22/2011 BUILDING PERMIT RENEWAL LETTER Applicant: Location: Work Description: Dated: 8/31/2012 JOSEPH WALKER & KELLEY WALKER 1110 ORCHARD STREET ORIENT ADDITION/ALTERATION ADDITION & ALTERATION TO AN EXISTING DWELLING PER LANDMARK PRESERVATION A FEE OF $100.00 1S REQUIRED TO RENEW THIS BUILDING PERMIT. Address: JOSEPH LOGAN & KELLEY WALKER 356 7th AVENUE 4th FL NEW YORK, NY 10011-5025 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. Ail work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Telephone (631) 765-1802 Fax (631) 765-9502 Town Hall, 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 SOUTHOLD TOWN LANDMARK PRESERVATION COMMISSION Certificate of Appropriateness Date: RE: Owner: RESOLUTION: WHEREAS, WHEREAS WHEREAS, WHEREAS, WHEREAS, October 20, 2009 1110 Orchard Street, OHent, NY 11957; SCTM #1000-25-4-10 Joseph Logan & Kelly Walker - Represented by Meryl Kramer 1110 Orchard Street, Odent, NY is on the Town of Southold, New York State and National Registers of Histodc Places, and as set forth in Section 56-7 (b) of the Town Law (Landmarks Preservation Code) of the Town of Southold, all proposals for matedal change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Landmarks Preservation Commission prior to the issuance of a Building Permit, and an application has been submitted to make additions and alterations to an existing dwelling and alterations to an existing accessory building as shown on plans and related materials dated October 1, 2009, and a public hearing for the purpose of considering approval of the proposal was held on August 17, 2009; and a final set of drawings dated October 1, 2009 were submitted based on changes required from the commission's review, and WHEREAS, it appears that the project requires no further review, and 2 WHEREAS, the Commission has made the following findings of fact concerning the property and the proposal: · The dwelling at 1110 Orchard Street will be a contributing element of the registered landmark property. The proposal is compatible with the existing building and the immediate neighborhood and will not have a substantial adverse effect on the aesthetic, historical or architectural significance .of the listed landmark. NOW THEREFORE BE IT RESOLVED, that the Southold Town Landmarks Preservation Commission determines that the proposal as presented at the public hearing meets criteria for approval under Section 56-7 (b) of the Town Code. BE IT FURTHER RESOLVED, that the Commission unanimously approves the request for a Certificate of Appropriateness. Please note that any deviation from the approved plans referenced above may require further review from the commission, // "~ ~ame~"~. ~'~r~hl ~ ~x// Chairman, Landmarks Preservation Commission New York State Insurance Fund Workers' comPensation & Disabil[ty-Benefits Specialists Since 1914 8 CORPORATE CENTER DR, 3RD FLR, MELVILLE, NEW YORK 11747-3129 Phone: (631) 756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE MICHAEL ZUHOSKI & JACK STEINER D/B/A S & Z BUILERS 2780 DUCK POND RD P O BOX 722 CUTCHOGUE NY 11935 POLICYHOLDER I CERTIFICATE HOLDER MICHAEL ZUHOSKI & JACK STEINER THE TOWN OF SOUTHOLD D/B/A S & Z BUILERS BLDG DEPT PO BOX 1179 I 2780 DUCK POND RD P O BOX 722 54375 ROUTE 25 CUTCHOGUE NY 11935 SOUTHOLD NY 11971 POLic~ NUMBF:R ~ CERTiFicATE ~UBER PERi°D ~ov~6 BY THis CERTificATE I DA'r~ 11021 910-3 ' 999991 09/2g/2009 TO 0g/29/2010 I 3/10/2010 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1021 910-3 UNTIL 09/29/2010, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO 09/29/2010 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 30 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE, NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATIONONLYANDCONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This cer'dficate can be validated on our web site at https://www.nysif.com/certJcertval.asp or by ca~ling (888) 875-5790 VALIDATION NUMBER: 664840226 U-26.3 SURVEY OF PROPERTY j TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK ~4 S.C. TAX No. 1000-25-04-10 ~ DWELLING SCALE 1"=30' SEPTEMBER 18, 2007 '~OWN ~ JULY 23, 2009 ADDED PROPOSED ADDITION AREA = 16,464.49 sq. fl, 0.578 ac. ORCHARD STREET x 50. 13 ~.o N 87'40'40" E ....~ 5o.~¢ WELLS fARGO BANK, NA ¢"~ m ~ /~ ~ FIDELITY NATIONAL TITLE INSURANCE 0 / 'x ~ TEST HOLE ~ ~ct o~ '~os ~s · EXISTING BUILDING COVE~CE NOTES: DESCRIPTION AREA 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM HOUSE ~,3os sq. ~. EXIStiNG ELEVATIONS ARE SHOWN THUS: ~ ~00~ OVER DECK 97 ~q. It. 2. MINIMUM SEPTIC TANK CAPACITIES FOE A ~ BEDROOM HOUSE & 1 BATHROOM WORKSHOP IS 1,000 GALLONS. ~ TANK; 8' LONG, 4'-~" WIDE, 6'-7" DEEP GARAGE 77~ sq. f~. ~, MINIMUM LEACHING SYSTEM FOR A 3 ~EDROOM HOUSE & 1BATHROOM WORKSHOP IS 500 sq fl SIDEWALL AREA, TOTAL 2,18~ ~q. ft. ~3.~g ~ POOL; 12' DEEP, 8' dia. DESCRIPTION A~EA ~ LOT COVERAGE  PROPOSED LEACHING POOL HOUSE 1,509 sq. ff. 7,9~ ~ PROPOSED SEPTIC TANK PORCH ADDITION 255 sq. ff. 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. GARAGE 775 Hq, ft. 4.7~ 5. EXISTING SEPTIC SYSTEM TO BE PUMPED CLEAN AND REMOVED. GARAGE ADDITION 266 sq. fl. PROPOSED TRELLIS 366 sq. ff. 2.2~ PROPOSED POOL 800 sq. fl. Nathan Taft Corwin III ~E RIDGE STRAP- ALL ROOF RAFTERS 2 x 6 TIE @ EACH RAFTER IN LIEU OF STRAP. ICE SHIELD UNDERLAYMENT REQUIRED- 24" FROM EDGE APA RATED PLYWOOD TO EXTEND TO TOP OF TOP PLATE SIMPSON H2.B A HURRICANE CLIP @ '16" O,C. 4" O.C. AT EXTERIOR EDGE OF ALL SHEATHING. PROVIDE SOLID BLOCKING AT ALL SUPFLOOR EDGES -FIRST 'fWO BAYS OF FRAMING-TYP, 2x) TOP PLATE STUDS STRAP TO STUD W/4 - 8d NAILS 'RAP + NAIL STRAP (4 .ATE AT ANCHOR BOL' 4d NAILS) AROUND SILL (2) #5 REBAR SEE DWGS, FOR DESIGN. PLYWOOD SHEATHING TO OVER LAP BOX BEAM - TOP + BoTroM. /1ST27 1 1/2" WIDE- 20 GAGE FROM EACH CORNER WRAP AROUND SILL PLATE SILL PLATE 8d NAILS @ 4" O.C. 2 x 6 SILL PLATE ACQ TREATED. 5/8" x 12" A.B. @48" OC. w/ SECTION FENDER WASHER. HOLD DOWN + SHEAR CONNECTION CRITICAL PATH HURRICANE CLIP TYPICAL. \ E FLOOR JOIST HEADER __ FLOOR JOIST ELEVATION 3" WIDE- 18 GAGE METAL STRAP @ JACK POST W/4-~d NAILS, EACH END, TYP. TYPICAL LSTA24 1 ~' WIDE-20 GAGE METAL STRAP @ 4B" 0.0. MAXI. W/44td NAILS- EACH END, TYp. FOUN@ATION NAILING SCHEDULE Joint Description I Nail Sizes I Nail Spacing ROOF FRAMING WALL FRAMING FLOOR FRAMING ROOF SHEATHING CEILING SHEATHING WALL SHEATHING Fiberboard Panels 25/32' FLOOR SHEATHIN( ABLE RO0 GABLE ROOFS I 0°< 0..< 45' HIP ROOFS I 0°< 0.< 30° COMPONENT AND CLADDING PRESSURE ZONES 3' No 8 SCREWS 12" O.C. PLYWOOD - WASHER / LIGHT WOOD-FP~E WALL / DETAIL A * TYPICAL ATTACHMENT OF PLYWOOD OPENINGS PROTECTION TO WOOD-FRAME BUILDING PLYWOOD OPENINGS PROTECTION; THICKNESS DEPEND8 ON WINDOW OPENING WIDTH Alternate to 120 MPH Certified Window Installation Plywood Panel Window and Door Protection for Wood Framed Buildings RAFTERS ~-CUT SHEAR BLOCKING J [['/~J~ I ~ 13/4" x 16" lVL BOARD FOR SHEAR BLOCKING (BETWEEN JOISTS). FIELD TRiM TO MATCH JOIST DEPTH AT OUTER EDGE OF WALL OR LOCATE ON WALL TO MATCH JOIST DEPTH. MAXIMUM ALLOWABLE V-CUT SHEAR BLOCKING AND VENTILATION HOLES SHEAE BLOCKING DETAILS NTB DRAWING .IST SITE DATA SHEET No. DRAWING TITLE DATE SCTM# 1000-37-4-12.1 A1 CODE SHEET PROPERLY ADDRESS 1110 ORCHARD ST., ORIENT, NY A2 PLANS- MAiN HOUSE A3 ELEVATIONS - MAIN HOUSE A5 PLANS & DETAILS - STUDIO A6 ELEVATIONS & SECTIONS- STUDIO JOSEPH LOGAN AND KELLEY WALKER OWNER PROPOSED LOT SITE - 16,4B4.49 SF, HOUSE AND PORCH- ,1,433 SF, COVERAGE STUDIO - 775 SF POOL - 800 LOT COVERAGE -'18.2% ZONING R"40 NONCONFORMING SURVEYOR NATHAN CORWlN LAND SURVEYOR 1380 Roanoke Ave. Rlverhead, NY '1'190'1 BUILDING HEIGHT ALLOWABLE- 35 FEET ENERGY CODE STUDIO EXCEEDS MIN, REQUIREMENTS SET FORTH BY N.Y. STATE RESIDENTIAL BUILDING CODE - SEE A'[TACRED REPORT DESIGN CRITERIA IYpE OF CONSTRUCTION- WOOD PLATFORM FRAMING - DOUGLAS FIR #2 SNOW LOAD - 45 PSF. FIRST FLOOR - LL 40 PSE SECOND FLOOR - LL 30 PSF. WIND SPEED - 120 MPH. FROST LINE DEPTH - 36" SEISMIC ZONE - B WEATHERING - SEVERE TERMITE DAMAGE- MODERATE/HEAVY DECAY - MOD/H'VY ICE SHIELD UNDERLAYMENT REQUIRED LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION i SECTION SYMBOL SECTION NUMBER SHEET NUMBER ELEVATION SYMBOL ELEVATION NUMBER SHEET NUMBER DETAIL FLAG SYMBOL DETAIL NUMBER SHEET NUMBER COLUMN LINE ELEVATION MARK EQUIPMENT NUMBER REVISION SYMBOL WINDOW IXl DOOR NUMBER CMO GYPSUM WALL BOARD METAL CONCRETE (SECTION) ROUGH WOOD BLOCKING SECTION) WOOD BLOCKING (SECTION) FINISH WOOD PLYWOOD (LARGE SCALE) NEW WALL EXISTING WALL DEMOLISH WALL INSULATED WALL 790,50' N 87o40 ' E ~OPOSED WELL 00' 50.9 FRAMING NOTES THE CONTRACTOR IS TO VERIEY ALL MEASUREMENTS IN The FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THEARCHITECT PRIO~ TO CONSTRUCTION. WOOD FRAMING 1. ALL LUMBER'IS TO BE NO. 2 OR BETTER DOUGLAS FIR LARCH (N) WITH THE FOLLO,W~(~ MINIMUM SPECIFICATIONS: Fb = 825 psi Fv = 95 psi ,~ A.~4~. ~REATED LUMBER IS TO BE NO. 2 OR K o~E'~ ¢[E'g;ER SOUTHERN YELLOW PINE WITH TIJE.?o_~. ?oO~- ~k¢~OWlN6 MINIMUM SPECIFICATIONS: ~¢~v , b = 9 si (~ALL~.AF~,~ONf~TORS, PLATES, BOLTS, .NAILSA ,ETC. ARE TO BE GALVANIZED OR STAINLESS ~:FL~U. DESIGNATED CONNECTORS, STRAP ETC. ON ]~I;I~S E ~ ~¥)NGS ARE MADE BY SIMPSON UNLESS ~(~T~ T ~1 ~l~¢tJ~q~l ALL CONNECTORS, STRAPS ETC; ARETO BE~IA1LEDJBOLTED IN ACCORDANCE , WITH THE MANUFAOTURERS SPECIFICATIONS. SITE 51¸ 4. ALL FLOOR SHEATHING IS TO BE 3~22 inch ASTRUCTu RAL NOTES: TYPE PLYWOOD, TONGUE AND GROOVE, WITH AN APA SPAN RATING OF 48/24. FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE FLOOR JOISTS ( 6" OC EDGES AND '12 "OC FIELD ). 5. ALL WALL SHEATHING IS TO BE 15/32 Inch APA RATED EXPOSURE '1 PLYWOOD AND SHALL BE NAILED WITH '10D COMMON NAILS 6" OC EDGES AND 12" OC FIELD. 6. SOLID BLOCKING IS TO BE INSTALLED EVERY 8' MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 8', 7. DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. 8. BLOCKING IS TO BE INSTALLEDATALL POINT LOAD BEARING POINTS. 9. WALLSARETO BE FRAMED WITH 2X6 INCH STUDS SPACED 16 INCHES O.C. UNLESS iNDICATED OTHERWISE. '10. ALL JOIST AND BEAM HANGERS AND FASTENERS USED ON THE EXTERIOR ARE TO BE SIMPSON TYPE 304 OR 316 STAINLESS STEEL. 11, ALL BOLTS NUTS AND WASHERS ARE TO GE THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTEN1]ON OF THE ENGINEER PRIOR TO CONSTRUC~ON, 1. ALL CONCRETE 5,500 PSI AFTER 28 DAYS MINIMUM. 2. ALL REBAR ASTM A-615 GRADE 60. 3~ FOOTINDS ARE TO BE INSTALLED ON UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE INSTALLED A MINIMUM OF 3' BELOW GRADE UNLESS INDICATED OTHERWISE. 4. ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. 5. THe FOUNDATION CONTRACTOR SHALL CQORDINATE WITH THe PLUMBING AND ELECTRICAL CONTRACTORS RELATIVE TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRE"IE. 6. THE ENGINEER iS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING EXCAVATION. UNACCEPTABLE SOIL IS SOIL CONTAINING CLAY AND/OR ORGANIC MATERIAL. ABBREVIATION American Institute OF Amnitacta American institute ct Electrical EngJneem American ~nstdute of Steel Construoflon DEFf. Department DEf., DTL Detail DIA, ,dp Diameter DIAG. DJagonbl DIM., DIMEN Dimension DN Down INT. Interior KW Kilowatt L Length LAV. Lavator~ LB. # Pound LIN Linear Alternate edam BLOCK Beam By otnem Bottom neem neem ~), DWU ELEV, ELEC. ENG. EXIST, ~P FIN, FL~ FLR, FI. FP, FIX, STRUCTURAL NOTES CONT'D.: 7. INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR PENETRATIONS. 8. BACKFILL ALONG FOUNDATION WALLS IS TO BE CUDiC Feet Per Minute gentel clear [;olumn Depth Double CLEAN MATERIAL AND IS TO BE COMPACTED IN 6" LIFTS TO 95~ OF MAXIMUM DENSITY. 9. UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING TO NEW FOOTINGS AND WALL TOPS WITH NO.5 REBAR DOWELS. OR UNLAW, 1.. WITH(CER ,,..., E OF O(r GAD Dverall Dimension . Wide D.C. Dn Center W/ With OD OutsJae gia,m, eter I ~c Watar Closet PC~ Hounds Per CUbiC Foot I WD Wood PERP. Perpendicular PH. Fnase PL. Plate PL. LAM Plastic Laminate Deorfsl LT. Light Draw)MC MANUF. Manufacture EleVation MATE Material Eleofrlcal MAX. Maximum Engineer ~MECH. Memanical Equal ME/-' Mezzanine Equipment ~IIN Minimum Electric water COoler MIUU. MiSCellaneous ~xMaust MTL Metal ~XlSUng N Nortl~ [xposBa NEC National Electrical [;ode Finish NEMA National Electrical Manufacturers ASSOC. Floor N,I. C. Not in contract Foot ND Number Fireproof a.fs. flotfo Scale Fixture UA overall I SPEC, JS~ Sneclflc~fidn (~ I SO. '' ,~uGm " I STD. gthndard At,el * ISOLATION JOINTS ARE TO BE INSTALLED BETWEEN THe SLAB AND THE WALLS. USE PREFORMED JOINT FILLER THAT IS TO BE CUT Y'z INCH BELOW THe SLAB SURFACE AND THe RESULTING JOINT IS TO BE FILLED WITH AN ELASTOMERIC JOINT SEALANT. * CONTRACTION JOINTS ARE TO BE INSTALLED AS SHOWN IN THE DRAWINGS AND ARE TO BE ~ THe THICKNESS OF THe SLAB BUT NOT LESS THAN 1 iNCH DEEP. * THE WELDED WIRE REINFORCEMENT IS TO BE PLACED IN THE TOP THIRD OF THE SLAB AND IS TO BE ADEQUATELY SUPPORTED BY PRECAST CONCRETE BAR SUPPORTS TO ASSURE THat THE REINFORCEMENT IS HELD IN POSIqlON DURING CONCRETE PLACEMENT AND FINISHING. FIg. Footing GA. Gauge GAL. Gallon CAtV. Galva~nlzea GU Genera~ contractor GWB Bypsum Wall Boarb HUWH Hardware N.M. Hollow Metal HORIZ. Horizontal HH Hour NW Hot Water I.D. Inside Dlam~er IN, Inch IN[;L, Include/including INFO. Information INSUL Pair )NSTRU~ SHALL R EQUIRIL-~L~TS OF THE OF NEW~,~ STATE. r ' ,,, g A1 SUGGESTED UNDERPINNING PROCEDURrS; A) UNDERPIN PRIOR TO ADDITION OF ANY NEW Z LOADS ON WALL. B) EXCAVATE SMALL EXPLORATORY PIT AT EXTERIOR WALL TO DETERMINE DEPTH AND WIDTH OF EXISTING o FOOTING. INFORM ARCHITECT/ENGINEER OF FINDINGS , ~ o BEFORE PROCEEDING. C) UPON RECEIVING APPROVAL, EXCAVATE TO THE TOP OF THe EXISTING FOOTING FOR THE ENTIRE LENGTH OF THE AREA TO BE U NDERPINNED ON ~//~/0 zBOTH SIDES OF THE FOUNDATION WALL. REMO'~'TE:~ ~--~-L~-,[~ ~'~TERIOR CONCRETE FLOOR AS NECESSARY. FEE'4; .L ~-[}) EXOAVATE BY HAND BELOW THE EXISTING NOTIFY BUiLDrJ,IG DEPARTMENT AT ~,~'?OTING AT NO MORE THAN ;5 FOOT LENGTHS.765'1802 8AMI TO 4PM FOR THE %~:') INSTALL A KEY WAY RFTWFFN ~F~TI~3NR A/l~OW]NC INSPECTIONS; ~t'DAYS CURING. -- ...................... TT~'OUNDATIOII -TWO REQUIRED F:) RACK FILL AND REPLACE iNTERiOR FLOOR FOR POURE ) CONCRETE & PLUMBING NECESSARY. 3. INSULATION G) DURING THE UNDERPINNING PROCEDURE, EXISTING FOUNDATION WALL FOR EXCESSIVEEE MOVEMENT AND/OR CRACKS. NOTIFY THE ALL REQ ~ OF NEW ARCHITECT/ENGINEER IF MOVEMENT AND/OR YORK STATE. FOR CRACKS ARE NOTED. DESI.~H OR ,NSTRUC'F~ (' RRORS. 10 - BOWEL TO EXISTING FOUNDATION WALL WITH NO. 5 REBAR. GROUT SOLID ALL CAVITIES IN EXISTING WALL FOR THREE FEET FROM CF I p O~ GODF~ * THe AREA WHERE THe SLAB IS TO BE INSTALLED IS TO RE EXCAVATED TO THe NECESSARY ELEVA]'ION ,ER.TiFif'~,~NZ TO MEET THe FINAL TOP OF THe SLAB ELEVAT~NUMBE~ SHOWN ON THe ARCHITECTURAL DRAWINGS. ONLEAD,C¢ YTENTE~.F_ORE * THE AREAS WHERE THE SLABS IS TO BE CERTIFICATt OFOC(JJ,,~,,~N~ INSTALLED ARE TO BE PROOF ROLLED IN SOLDER L ;ED IN ~,~R Z ACCORDANCE WITH ACI ~02.1R, THE ENGINEER IS~;~PLYS' ~TEMC~J~tOT~ BE NOTIFIED IF UNACCEPTABLE SOILS ARE EXCEED2/OOFiO/~..~D.-- ENCOUNTERED DURING EXCAVATION AND IF PROOF G~ ~ ROLLING PRODUCES RESULTS THAT EXCEED ACl :~L"l ~IBIN ALL ~01 BING WA~L~ THE EXCAVATED AREAS ALONG THE STEM WAU-~ & WATEI LINES NE~. AND FOOTINGS ARE TO BE BACK FILLED WITH C~.~-'I~TM BE ORE MATERIAL AND MECHANICALLY COMPACTED WITH CLEAN FILL IN 6 INCH LIFTS. EACH LAYER IS TO BE ALL ( COMPACTED TO 98% MODIFIED PROCTOR. MEETTH * BASE MATERIAL LAYER SHOWN ON THE DRAWINGS CODE~ IS TO BE A COMPACTABLE, EasY TO TRIM, ,r GRANULAR FILL That WILL REMAIN STABLE AND SUPPORT CONSTRUCTION TRAFFIC, A CLEAN FINE-GRAINED MATERIAL WITH AT LEAST 10 TO 30% OF PARTICLES PASSING A NO. 100 SIEVE BUT NOT CONTAINING SILT, OR ORGANIC MATERIAL IS RECOMMENDED. 3 SECOND FLOOR PLAN PITCH PITCH PITCH REMOVE EXIST(NG CLOSET. PATCH AND REPAIR INTERIOR AND FLOOR WALL FINISH J R BEDROOM #2 J BEDROOM #1 REMOVE EXISTING DOORS AND WALLS. NEW CUSTOM WOOD HANDRAIL TO MATCH EXISTING. HALL #2 BEDROOM #3 NEWTO NEW 42" WIDE FLOOR EXIST, SLIDING DOORS TO SE REMOVED. REPLACE WITH NEW AS SHOWN. SEE ELEVATIONS. R.O VERIFY EXISTING HEADER SIZES WITH ARCHITECT. SUNROOM NEW TILE FLOOR TRAY CEILING ABOVE Z OWNER NEW COVERED PORCH - NEW PAINTED WOOD DOOR TO REPLACE EXISTING. NON HEADER KITCHEN NEWTILE FLOOR DINING NEWTILE FLOOR ~ [XISTING PORCH TO · )E REMOVED. RANGE W/EXHAUST HOODASOVE NEW WOOD UVINGROOM MEW WOOD BJASEMEN' DIOORS-SEEDETAIL FIRST FLOOR COINSTRUCTION PLAN PARLOR HALL EXISTING WINDOW TO BE REPLACED. REMOVE ALL EXISTING CABINEFRY AND APPLIANCES, REPlaCE WITH NEW BY OWNER. T. WINDOWS*TO B EXISTING TILE FLOORING TO BE REMOVED. EXISTING SKYLIGHTS ABOVE TO BE REMOVED EXIST. EXTERIOR WALLS AND CONC. PAD TO BE REMOVED. R,O EXISTING PORCH AND ROOF TO BE REMOVED. ALL EXISTING CABINETS AND APPLIANCES TO SE REMOVED AND REPLACED. SEE CONST. DWG, EXISTING WOOD FLOOR TO BE REMOVED (OR COVERED WITH NEW TILE FLOORING. EXTENT OF EXIST, WALL TO SE REMOVED EX'ST.W'NOOWSTOBERBMOVSO, tI EXTEND OPENING TO RECEIVE NEW DOOR. EREMOVED. R i FIRST FLOOR FI1TINGS TO BE REMOVED. SEE NEW BATHROOM L~YOUT FOR LOCATION OF NEW FJXTURES, R DEMOLITION PLAN REMOVE EXISTING SINK. / \ / 1 t t /\ \/ DOOR LU _u Z OZ A2 EXIST. GABLE TO REMAIN EXIST, SHINGLE SIDING TO REMAIN (BEYOND). RECONSTRUCT EXISTING HIP ROOF TO DEPTH INDICATED ON PI-ANS. REBUILD HIP ROOF TO MATCH EXISTING. SOUTH ELEVATION 4~" = :l J-O" SKYLIGHTS. PATCH AND REPAIR ROOF ~ EXIST. SHINGLE SIDING TO REMAIN. WEST ELEVATION REMOVE EXISTING WINDOWS -- REMOVE EXISTING WINDOWS AND REPLACE WITH NEW FRENCH DOORS EXISTING KITCHEN SIDING TO REMAIN. REMOVE EXIST. WINDOWS NEW CLAPBOARD SIDING' NEW WD, BSMT, DOOR REMOVE EXISTING WINDOW & SHUTTER. NEW COVERED PROVIDE NEW DOOR TO MUDROOM WITH BRACKETED SHED ROOF AS SHOWN, PORCH ADDITION COORDINATE EXACT LOCATION TO AVOID EXISTING ELECTRICAL METER. CAREFULLY REMOVE AND RELOCATE EXISTING WINDOW TO STUDIO 2EAS'F_ELEVATION MES.ARICALRDOM. i NORTH ELEVATION NEW ADDITrON WITHIN FOOTPRINT OF COVERED PORCH CURB BEDDED IN SILICONE CAULK ~x4 CEDAR :~-xS CEDAR PLAN OF BASEMENT DOOR /~ COPPER FLASHING UNDER HOUSEWRAP 1"xl 1./2" 12 BEDDED IN SILICONE CEDAR STRrP CAULK I'X2" CEDAR TRIM ~ ~ zz CEDAR SIDING ELEVATION OF BASEMENT DOOR ROUTED RAIN GLrnT~ BASEMENT DOOR DETAIL 3" = l'-O" CEDAR TRIM AS DRIP EDGE PRESSURE TREATED SPACER 3/4" PLYWD. SHEATHING :[ LAYER #15 BUILDING FELT TONGUEAND GROOVE SIDING ALUMINUM MOISTURE BARRIER 3" = l'-O" tiNGLE SIDING TO REMAIN. NEW COVERED PORCH ADDITION (BEYOND) NEW PAINTED WOOD ENTRY DOOR NEW STONE STOOP DRIP CAP ~'~6 x 7~ SOLID CROWN - e/4 x 6 TOp CASING CASING BEYOND HEAD CASING Z (D 0 LU A3