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HomeMy WebLinkAbout33918-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEP~TMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33309 Date: 09/30/08 THIS CERTIFIES that the building ADDITION/ALTERATIONS Location of Pz~)perty: 460 PRIVATE RD #1 EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax ~4ap No. 473889 Section 31 Block 4 Lot 34 subdivision FiledMap No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 24, 2008 pursuant to which Building Pel-mit No. 33918-Z elated ~L~Y 19, 2008 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 COVERED ENTRY ADDITION AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JOHN & LUZ PSAROUDAKIS (OWNER) of the aforesaid buildin9. S~FOI~KC~3~DBP~T~ENT OF~TH~PRO%rAL N/A BI~-r~IfJkL ~('rIFICAI~ NO. 4003115 08/25/08 PLD~ERS CERTIFICATION DA'r~u 08/28/08 K & K PLUMBING ~a/~ure Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commemial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. ~/'~"e~/ New Construction: Location of Property: Id or Pre-existing Building: House No. Street (check one) Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section D / Block ~ Lot ~J(~ Subdivision Permit No. Date of Permit. Health Dept. Approval: Filed Map. Lot: ~'/~/~/jr Applicant: ~A//{/r_J'~//., 9~15'~¥/ ~-A~..,~ d Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Q~ff, ~ 0 Final Certificate: ~/ (check one) '" Applican( ~i~t~e ' FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33918 Z Date MAY 19, 2008 Permission is hereby granted to: JOHN & WF PSAROUDAKIS 1553 64TH ST BROOKLYN,NY 11219 for : ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 460 PRIVATE RD #1 EAST MARION County Tax Map No. 473889 Section 031 Block 0004 Lot No. 034 pursuant to application dated APRIL 24, 2008 and approved by the Building Inspector to expire on NOVEMBER 19, 2009. Fees 361.60 ORIGINAL Rev. 5/8/02 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK. NY 10038 CERTIFIES THAT Upon the application of upon premises owned by JOHN PSAROUDAKIS 1553 64TH ST. BROOKLYN NY 11219 JOHN PSAROUDAKIS 1553 64TH ST. BROOKLYN, NY 11219 Located at 460 KAYLEIGHS CT EAST MARION, NY 11939 Application Number: 4003115 Certificate Number: 4003115 Section: Block: Lot: Building Permit: * BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 2sth Day of August, 2008. Name OTy Rate Rating Circuits Tvve Amount AdditionalCharges FUEL SURCHARGE Alarm and emergency equipment Sensor 1 0 Sensor 5 0 Appliances and Accessories /Ur Conditioner I 0 Dish Washer I 0 Exhaust Fan 2 0 Fumace 1 0 Panels $5.00 0 Carbon Monoxide $0.00 0 Smoke $0.00 Above 1500 BTU $0.00 1.2 KW $0.00 F.H.P $0.00 Gas $0.00 1 80 18 $0.00 Wiring And Devices Disconnect I 0 31-100 amp $0.00 Fixture 29 0 Incandescent $0,00 Outlet 29 0 Fixture $0.00 Outlet 51 0 Gert, Purpose $0.00 Paddle Fan 2 0 $0.00 Receptacle 9 0 GFCl $0.00 Receptacle 27 0 Gen, Purpose $0.00 Switch 29 0 Gen, Purp~ea/ $o.oo Continued on Next Page I of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by JOHN PSAROUDAKIS JOHN PSAROUDAKIS 1553 64TH ST. 1553 64TH ST. BROOKLYN NY 11219 BROOKLYN, NY 11219 Located at 460 KAYLEIGHS CT EAST MARION. NY 11939 Application Number: 4003'115 Certificate Number: 4003115 Section: Block: Lot: Building Permit: * BDC: ns11 Described as a occupancy, wherein the premises electrical system consisting of Residential electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having urisdiction, and found toil,in C,o,mpliance therewith on the 25th Day of August, 2oo8, Name Rating Amount Invoice Total $125.00 seal 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Town Hnll, 530~$ M~n Ro~d P.O. Box 1179 $outhold, New York 11971-0959 Fu (631) 765-9502 Telephoa~ (53~.~ 76~-1802 BUILDING DEPARTMENT TOWN OF CERTIFICATION Date: I certify that the solder used in the water supply systt~m contains less than 2/10 of 1% lead. Si V ) LYNDA M BOHN NOTARY PUBLIC, State of New Yo~ NO. 01 BO6020932, Suffolk County Term Expires blarch 8, 201_.L.. Notary Public, County TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULAT~)N~ [ ] FRAMING/STRAPPING ~'~AL~I~-~/) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTAHI' PENETRATION REMARKS: ~/q~~ ~.~ / DATE INSPECTOR~~,~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSUL~,A.TJON [ ] FRAMING/STRAPPING [/~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESIST,~I' CONSTRUCTION[ ] FIRE RESISTANT PENETRATION REMARKS:~,,~ ~ ~ . ~ DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: INSPECTION [ ] ~ PLBG. [//]'INSULATION [ '] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO~ATION 2ND [ ] INSULATION [/,/]/FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT~. STRU~TI~ ON ~IRE RES~/~ST~~O~_ REMARKS~ ,- J . ' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ROUGH PLBG. INSULATION FINAL [ ,] F~NDATION 2ND [//] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION INSPECTOR FO~ATION (1ST) FOt~DATION (2ND) PL~G ~S~ATION PER N. Y. STATE ENERGY CODE TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net PERMIT NO. ~ ~--~?/ f ~ Examined ,~3/'/~ , 20~t~ Expiration , 2,0 __ ~ ~. :~1 3PPLICATION FOR BltlLDI INSTRUCTIONS BUILDING PERMIT APPLICATION CHECKLIST ' Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Flood Permit Storm-Water Assessment Form Mail to: Date ,20 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 commen~d before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Gt~d~ ature of applicant or name, ifa corpora~ti%n) (Mailing'address of applicant) State whether applicant is owner, les~,)engineer, general contractor, electrician, plumber or builder Name of owner of premises dO/,//',./ {'~/k~ ~ O.A,]~_! g- (As on the tax roll or latest deed) If apRFtc, ant is a corporation, signature of duly authorized officer V (Name and titl~ofcorporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number S~eet Hamlet Lot ~ County Tax Map No. 1000 Section ~ I Block Subdivision Filed Map No. Lot 2. State existing usc and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 01 6"re,~ ~ I Ft~tt.'-( Dco~:Lt-lt46/ b. lntcnded use and occupancy ~l~.c. ok) l-:, %'ro~z.:.-~ AODtT~OM (I) FAr~Lq 3. Nature of work (check which applicable): New Building Repair Removal Demolition Addition Other Work ~/' Alteration 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. 1 f business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height [ 0' Number of Stories Dimensions of same structure with alterations or additions: Front ,'~G ,q Depth ~ ~ · ~ Height 2 (a, ~ Number of Stories Depth ~-6~, Rear 8. Dimensions of entire new construction: Front ' Rear Depth Height Number of Stories 9. Size oflot: Front ,2~,ff_ Rear ~ -/'7, ~ Depth I '~r'~ - zt1' 10. Date of Purchase Name of Former Owner I 1. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES __ NO 1~ 13. Will lot be re-graded? YES NO ~Will excess fill be removed from premises? YES__ NO 14. Names of Owner of premises Address E~6X HA~toN pgone No. WI8 NameofArch~tect ~,~t o.~t~ Address~~oneNo~ Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__ NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet cfa tidal wetland? * YES __ NO * 1F 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 · 1F YES, PROVIDE A COPY. NO~ STATE OF NEW YORK) COUNTY OF c?)~rO~S~ x.) to t~ ~ ~ - '~'~r*.. o,.~ ~.a being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (SOisthe ~--~ (Contractor, OorporateOfficer, 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 bofore me tl~ Nota~ Public, S~te 0f New Yo~ ~1o. 4855805 Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM District Section Block Lot THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATER, GRADING, DRAINAGE AND EROSION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Yes N~o 1 2 3 4 5 6 7 8 9 Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all run-off created by site cleadng and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFIow! Will this Prelect Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Sun'ace? Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rice to One Hundred (100') of Hor~_ontal Distance? Will 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? Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of any Item Within the Town Right-of-Way er Road Shoulder Area? (This item will NOT Include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercourse? NOTE: If Any Answer to Questions One through Nine Is Answered with a Check Mark in the Box, a Storm-Water, Grading, Drainage & Erosion Control Plan Is Required and Must be Submitted for Review Prior to Issuance of Any Building Permitl EXEMPTION: Ye__s N__o Does this project meet the minimum standards for classification as an Agricultural Project?. Note: If You Answered Yes to this Question, a Storm.Water, Grading, Drainage & Erosion Control Plan is NOT Requiredl __ j~ STATE OF NEW YORK,r...-h ('r~ COUN ...............SS That I, ......~....e...~...~.. ....... ..~?._,._........~_..~...~......~... ............ being duly sworn, deposes and says that he/she is the applicimt for Pemfit, (Name of individual signing Document) And that~)she is the ...................... ...~.....~..~.....~....?~.. .................... m ........................................................................................ Owner and/or represen~ttive of the Owner of Oretor's, and is duly authorized to perform or have performed rite said work and to m'ake and file this application; that 'all statelnents contained m this application are true to the best of his knowledge and belief; and that the work will be performed in rite manner set forth in the application filed herewith. BARIIARA ),1t~ RUDDI:R Notary Public, State of New York ~lo, 4855805 Sworn to befi)r~^tbis; (~ .............. ...~._ ..~..........' ' .' ............. day of ..~.....~ ................ 20....e~. Notary Public: ...~.?.....~.....i~.~....~......~....~......~,,~... Qualified in Suffolk County.... Commission F~ril 14,~.~ (Signature of Applicant) FORM - 06/07 I I' = MONUMENT SUFF, CO* TAX MAP DIST I000 S£¢T 0.~1 BL04 LOT $¢ SURV£Y FOR ,JOHN PSAROUDAKI$ ~ LUZ PSAROUDAKIS ,~T EAST MARION 0~72 : JAN. 2e, 1985 · TOWN OF SOUTHOLO ~ALE: I" ; so' SUFFOLK COUNTY, NEW YORK NO. e4-135g ~ YOUNG a YOUNG ~ooo~.A.o.A~..~ RIV[RR[AD, NEW YORK o~ ~°~ ROAD S m UCTURAL NOTES GENERAL NOTES NOTE- ALL FRAMING TO BE MIN.#2GRADE HEM FIR OR EQUAL AS PER SPECS (1.) ALL STRUCTU[AL WORK SHALL BE PERFORMED IN SIRICT ACCORDANCE WITH THE NEW YORK 1, THE GENERAL CONTRACTOR SHALL SUBMIT IN WRITING DETAILED, 14, ALL CONTRACTORS SHALL CHECK CONDITIONS AND TEXT ALL ELEHENTS UNDER THEIR JURISDICTION WITHIN EXmEMEiN BENDINGFIBER"Fb"STRESS TENSIONTo GRAINPARALLEL"Ft' HORIZONTAL. Fy. SHEAR PERPENDICULAR COMPRESSIONpARALLEL TO GRAIN MODULUS OF ELASllClTY JURISDICIIoN.STATE BUILDINg C~DE AND 1,'~ITH ALL RULES AND REOULAllONS IF ALL AGENCIES HAMNO ATRADEcBMPLETIoNBY TRADE,DATE,SCHEDULE OF THE COMPLETE PROJECT INDICATING WDRK AREA. ANY ITEHS FOUND INCONCSISTANT, FAULTY DR DAMAGED DUE TD DEMOL]TIBN OR ACCIDENT SHALL BE (SINGLE) 'Fo '; "Fo //' 'E' REPAIRED PATCHED OR REPLACED AT DISCRETION DF ARCHITECT AND AT CONTRACTORS EXPENSE, 85O 500 75 405 12S0 1,DJO.OJO 2. SOIL BEARING !(ALUE IS ASSUMED TO BE TWO (2) TONS PER S,F. SUBJECT TO FIELD B, THE GENERAL CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS 15, CONTRACTOR IS TD PRDVIDE PROPER PRDTECTION OF EXISTING AREA AND NEW WORK AND WHERE INADEQUATE VERIFICABON, SOIL SHALL BE EXAMINED AND APPROVED FOR BEARINg CAPACITY BEFORE AND DIHENSIONS AND BE ~ESPONSIBLE FOR FIELD VERIFYINg PROTECTION IS PROVIDED, THE CONTRACTOR IS TD REFURNISH SURFACES AT HIS DWNER EXPENSE. FOOI1NgS AND L,~l~. BEARINg RESULT TO BE SUBMITTED TO BUILDINg DEPARTMENT FOR TMEIR QUALITY OF WORK, NO AL. LDWANCES SHALL BE MADE IN BEHALF DF REVIEW. THE CONTRACTOR FOR ANY ERROR DR NEGLECT DN HIS PART, 16, CDNTRACTDR SHALL BE RESPONSIBLE FOR REMOVAL DR DEBRIS PRODUCED AS A RESULT DF ALL WORK BY THEIR NAILING SCHEDULE 3. CONCRETE WOE[ SNALL CONFORM TO ACl 318 LATEST EDIDON AND THE NEW YORK STATE ,3, ALL WORK SHALL CDNF[_IRH TO THE RULES AN]) REGULATIONS DF SUBCONTRACTORS DR THEIR OWN INSTALLATIONS SHALL LEAVE AREAS BRDDH CLEAN AFTER CDNPLETION DF WORK. RESIDENBAL CODE, IN CASE OF CONFUCT. THE NEW YORK STATE RESIDENTIAL CODE SHALL THE NEW YORK STATE RE~IDENTiAL CODE, AND THE NEW YORK 17, ALL UNSATISFACTORY WORK SHALL BE BEHOVED AR RE-EXECUTED ATNO COST TO THE OWNER OR ARCHITECT, GOVERN, STATE ENERGY CDNSERVATIDN CDDE, PER TABLE 3.1- AFPA199§ HIGH WIND EDITION iS, ALL CHANGES WHICH RESULT IN EXTRA COST SHALL MBT PROCEED WITHOUT WRITTEN AUTHORIZATION BY OWNER 4. NO FOO11NOS S;tALL BE POURED ON FROZEN SOIL, OR WHEN TEMPERATURE IS 40 DEGREES 4. DIMENSIDN FIGURES SHGLL ALWAYS BE TAKEN IN PREFERENCE TD EXTRA COST PRDPOSALS SHALL BE SUBMITTED TD DWNER FOR APPROVAL. AND IS DROPPING. SCALING OF DRAWINGS, AL~L DIMENSIONS AND CDN])ITIONS MUST BE JOINT CESCRIPIloN )~ OF NAILS NAIL SPACING FIELD VERIFIED BEFORE I~RDERiNG MATERIALS, 19, GENERAL CONTRACTOR AND AKK SUBCONTRACTORS TO FULLY GUARANTEE THEIR WORK AND ALL MATERIALS FOR ROOF FRAMING 5. ALL FRAMING BIMBER SHALL BE HEMLOCK ( OR APPROVED EQUAL), STRUCTHRAL gRADE WITH HIM, 1 YEAR STARTING FROM THE COMPLETION DF THE JOB AND ACCEPTANCE DF THE COMPLETED PROJECT, S-Od PER RAFTER MINIMUM F-1 200 RSI, AND SHALL BE gRADE MARKED AT THE MILL PRIOR TO DEOVERY AT THE 5. ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION, INSPECTION RAFTER TO TOP PLAT[ (TOE NAILED) CEILING JOIST TO TOP PLATE (TOE NAILED) 3-DJ PER JOIST I SITE. OR ADMINISTRATION OF THIs CONSTRUCTION PROJECT. BO, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACTNG AND PROTECTING ALL WORK DURING CEIUND JOIST TO PARALLEL RAFTER (FACE NAILED) 4-1Sd EACH LAP CONTRUCTIONAGAINST DAMAGE BREAKAGE, COLLAPSE, TUSTDRTIDN AN]) MISALIGNMENT ACCORDING TD APPLICABLE CEIUND JOIST LAPS OVER PAR1010NS (FACE NAILED) 4-16d EACH LAP 6, NO JOINTS OR ,RAFTERS SHALL BE CUR OR NOTCHED, BETWEEN SUPPORTS WITMOUT 6, ALL ELECTRICAL WORK SHALL BE UNDERWRITERS' APPROVED AND CODE STANDARDS AND GDDD PRACTIVE, ,t-Sd PER llE CONSULI1Ng THE ,(RCHITECT, COHPLY WITH ALL STATE AND LOCAL CODES, COLLAR llE TO RAFTER (FACE NAILED) BLOCKING'TO RAFIER (TOE NAILED) 2-8d EACH ENO BI, GERNEAL CONTRACTOR TO PROVIDE ANY TEMPORARY SHORING, UNDERPINNING, AND/OR TEMPORARY STRUCTURAL RIM BOARD TO RAFTER (EBD NAILED) 2-1Od EACH ENO 7, GROUT FOR STEEL COLUMN BASES TO BE NON-SHINK WITH F C -- 5000 P.S.I. 7, ALL SOFFITS ARE TB CbNTINUOS VENTED, WORK REQUIRED FOR THE ADEQUATE EXECUTION DF THE JOB. WALL ERAMING TOP PLAT[ TO TOP PLATE (FACE NAIL~) 2-16(I PER FOOT 8. ALL EXPOSED ODNCRETE TO BE AlE ENTRAINED 8. SEAMLESS LEADERS AND GUTTERS AT ALL NEW ROOF SLOPES, B2. ALL PARTITIONS AND JOINTS ARE TD DE TAPED, SPACKLE]) AND POLISHED SMBDTH AND READY TO RECEIVE TOP PLAT[ AT INTEHSECllONS (FACE NAILED) 4-1Od JOINTS-EACH SIDE PROVIDE CONCRETE SPLASH BLOCK AT TERMINATION OF ALL PAINT DR WALL COVERINGS, ALL CORNERS TO RECEIVE METAL CDRNER BEADS, 2-I6d DA-' OC g. FABRICABON A)tD ERECTION OF ALL NEW sTRUCTHRAL STEEL WORK SHALL CONFORMED TO THE LEADERS, S1UD TO SmD (FACE NAILED) HEADER TO HEADER (FACE NAILED) 16d 16~ OC ALONG LOGES ASIC SPECIFICAllODB FOR "/HE DESIGN. B3, ALL WALLS TO BE PAINTED SHALL BE TAPED SPACKLERS AND PAINTED WITH TWO COAT OF PRIMER AND TOP OR BOTFOM PLAT[ TO SI1JO (ENO NAiLED) 2-16d PER 2x4 SlND cj. ALL LUMBER IN CONTAC~t WiTH CONCRETE SHALL BE PRESSURE COATS OF FINISH PAINT~ 3-16d PER 2x6 SmD ~ 10. ALL NEW STEEL SHALL CONFORM TO AS)~4-36 TREATED, 4-16d PER 2xB SmD DA, THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE ACTS DF I)IMENSIDNS DF THE CONTRACTOR OR ANY BOTFOM PLAT[ TO ELOOR JOIST, BAND,JOIST 2-16d PER FOOT 11. ALL CONNECllO~IS SHALL BE WELDED USINg E7OXX ELECTRODE BY CERI1FIED WELDER, OR 10, CONTRACTOR TO PROVIDE FLASHING AT ALL EXTERIOR WALL SUBCONTRACTOR DR ANY OF THE CONTRACTOR'S DR SUBCONTRACTORS EMPLOYEES DR AGENTS, DB AN'/ OTHER ERDJOIBT OR BLaZiNG (FACE NAI~) BOLTED USINg COITION BOLTS, ~" DIAMETER, ASTM A-307 (OR AS APPROVED BY ENGINEER). DPENINGS AND ROOF INTER~;ECTIONS. STEP FLASHING WILL BE PERSONS PERFORMING ANT DF THE WORK, PROVIDED AT ALL CHIMNEYs IN CONTRACT WITH THE ROOF, ALL FLOOD FRAMING VENTED PIPES DR OTHER ~RDTRUSIONS SHALL BE PRDPERLY JOIST TO SILL, TOP PLAIE OR GIRDER (TOE NAILED) 4-8d PER JOIST 12. FOOlINg TO B~R ON UNOISIIJRBED SOIL OR CONTROLLED STRUCIURALLY COMPACTED FLASHED WITH BASE AND ~JAP FLASHING. BR,OO,.O TO JO,ST(TeE.A,®) LAC. E.O ORA.ULAR F,LL .A..g A .,.,MUM BEAR,.O CAPAC,TY OF 3000 POU.OS PER SQDARE POOT.PLOT PLAN N T BLOENING TO JOIST (TOE NNLED) 2-8d EACH END 1I, CONTRACTOR TO VERIFY ALL WORK WITH MECHANICAL AND ~ · BLOCKING TO SILL OR TOP PLAT[ (TOE NAILED) 3-1Sd EACH BLOCK 13. THE BOTTOM OE EXTERIOR FOOlINgS SHALL BE A MINIMUM OF 3'-0" BELOW OUTSIDE gRADE ELECTRICAL CONTRACTORS TD COORDINATE LOCATION DF SLEEVES~ t~ ~ - - ~ / COMPLY WITH ALL CODES OF LEDGER SI~IP TO BEAM (FACE HAILED) 3-fSd EACH JOIST OR AS INDICATED ON DRAWINGS & SOIL REPORT. JOIST ON LEOCER TO BEAM (TOE NAILED) 3-§d PER JOIST i PIPING, DUCTS, CONDUIT Ai,~D ELECTRICAL OUTLETS. -F-~,~ L/~E' t - NEW YORK STATE & TOWN CODES BAND JOIST TO JOIST (END NAILED) $-16d PER JOIST i pRO~' - - ~ ~1 AS REQUIRED AND COHDITIONS OF .ARB J ST TO S,LL OD TOP PLATE (TOE.A,LEO) HOOF S.EA.,,G ,-,B, PER FOOT ELECTRICAL NOTES AGAINSTIB' CAULKT.EA.DPASSAGESEA. ALLoF aI,TSAiR ANDPR"VIDI"G A POSITIVE..iSTORE. BABRTER \ S1RUCmRAL PANELS 8d 6" EDGE/12" BELD 13, ALL CONTRACTORS SHALL CARRY PROPERTY DAMAGE AND PUBLIC/ ~ \ DATB:~/"~' ~E'R'# ~?~--~ / ' © SOUTHOLDTOWNPL~NHINGBOARD DIAGONAL BOARD SHEATHIND 1. ALL ELECTRIC'AL AND TELEPHONE WORK SHALL BE PERFORMED IN STRICT LIABILITY INSURANCE AS R~QUIREB BY OWNER, BUILDING [ t ~ FEE~/~'~ B~' ~ / //~' SOUTHOLDTO~/~ITRUSTEES lxB OR IxS :Z-ad PER SUPPORT ACCORDANCE WI1H THE HE FEDERAL STATE AND LOCAL AUmORmTIES ELECTRICAL HANAGEHENT AND GOVERNMENT AGENCIES HAVING JURISDICTION AS \ I, ~ ~ NO~ D~~~'/'/ lx10 OD .DER S-Sd PER SUPPORT CODES. WELL AS STATUORY REQUIREMENTS FOR DISABILITY BY JOB ~ ', i k 7~'1892 8AM TO 4P.. ,~;ru"- ~I.Y.S. DEC ~'1jO0])~O~ CBUND SBEAIHtND , CON'n[TIDNS AND/DR OWNER/S REQUIREMENTS, INSURANCE SHALL GYPSUM WALLBOARU 5d coolers 7' EOCE/12' FIELD 2. NO EXPOSED ~RINO SHALL BE PERFORMED PROTECT DWNE~R/ ARCHITECT, AND ANY OTHERS \ \ ~. ~ ~OLLOWtNG INSPECTiOnS: '~I" .r,E CoMPLYWtTH WALL SHEAIHING TO CONTRACTOR S NEGLIGENCE. CERTIFICATES OF INSURANCES POD POUBBD'CONCBETBRBQU~L:~ FLOOD ....... DAMAGEnTn~ coDE.:[EVENTiC STRUC~JRAL PANELS 8d B" EDGE/12' FIELD 3. ALL OUTLETS, TELEPHONE JACKS AND SWITCHES SHALL BE MOUNTED SHALL BE SENT TO OWNER AND DEPARTMENT OF BUILDING PERMIT .SEBBOARO ,/SD' PARELS Sd 3' LODE/,' FIELD I ~R"C ALLY' P"I"" T" C"""EN:E"ENT "~ ANY ~"RK' -- ~ ' ' ' ~ ~ ~' ~m',SUL*T,ON?gH' PBAM,NG,PL~M~ ~ ~ B U L K REG U LA'l'iO'l DYPSUM25/32'WAUJBOARO sdSd coolers 7'~' EDOE/,o'EODE/S' FIE,O, ELD BOXES ' TYP'OALsHALLO'ME"'SIO"BE B'-o".FROM CENTERL,NE TO OENTERU"E OF ADJACENT OU BT SMOKE DETECTOR NOTES '\ H. ;;N^cL - CDNSTRUOT'ON HARDBOARD 8d 6' LODE/12' FIELD , OMPLETE FOR C 0 t ADDRESS: 460 KALEIgH'S CT. ~ , ~ ~ ALL CONSTBUCTION SH~L~ EAST MARION, NY ~ , MEE'~ ~B DlSmlCT: 1000 OIAJONALPARllCLEROARDBoARDPANELSsHEAIHIND Bd B' EDGE/12' RE~ OTHERWIsES' ALL ELECTRIC,~LNoTED. OUTLETS SHALL BE 1'-6" ABOVE FINISH FLOOR (AFF) UNLESS (1,) SMOKE DETECTORS SHALL BE 1~ASTALLED AS REQUIRED BY N~ BUiLDINg CODE. ~\t~ ~ I, \ ~ ~o~K'R'"E??REMENTSsTATE, NoTOFTHE CODES OF~RESPONStBLE :OR ~ SECLION: 031 ix6 OR lx8 2-8d PER SUPPORT (2.) DEI[CTORS SHALL BE EITHER IONIZAI1ON CHAMBER OR PHOTO-ELECTRIC TYPE ~./ \ \ )k DESIGN OB CONSTRUCTION EBHI ~ BLOCK: 04, lxl0 OR WloER 3-8d PER SUPPORT B. ALL BACK TO BACK OUTLETS IN ADJOURNING ROOMS SHALL BE STAGGERED. AND TO COMPLY WIl~ RS 17-11. ,~ LOTS: STRucmB^L PANELS 7, THE ELECTRICal CONTRACTOR SHALL BE RESPONSIBLE FOR THE RUNNING OF (3.) UNITS TO BE HARD WIRED WILI~ INSTALLAIION TO COMPLY WITH RS 17-12. \ , , ZONE DISTRICT: R-40 ZONE 1" OR LESS Bd D" EDGE/12" RELB AND INSTALLATIOI~ OD THE THERMOSTATS AND LINES AS CALLED FOR ON I~IESE DIAGONAL BOARD SHEAIHING xxxx PERSUANT TO RULES AND REGULA~ONS PROMULgATEO BY THE COMMISSIONER OR ~, ~ '~ I ~ I. ~ ~ ~ ~ ~ '1 2, LOT AREA = l#g. gA' x 262' = 40,053 SF l lx6 OR txB 2-8d PER SUPPORT B. ALL MATERIALS SHALL BE NEW AND CONFORM TO UNDERWRITERS LABORATORIES LISTED BY AN ACCEPTABLE TESIINO LABORATORY SUCH AS: (A) UNDERWRITERS LADE ' ,;~ '~_~ ~ ,.lO OR,DER PERSBPPODT SPEO'P'OAIION REOOLATIO, S. "OBTHBROOK. 'LL'"OIS. MEA (BI CA,ADIA, STAROARD Assoo.. ', REAR YARD ,OD -' 9. ALL RECEPTACLES TO BE GROUNDED AND TO RECEIVE STANDARO 3-PRONG ONTARIO, CAHADA.MEA LAB ~/881-B(~L. ~ YC'~p-~q~'I~ ~ ~, ~:~m ' ~ WOOD DECK ~ ~ ". ~ TOTAL RE~'D M,N. LOT AREA ~ 1D,O00 S.E. PLUg, UNLESS VOLTAGE AMPERAGE OR SPECIFIC NOTATION CALL FOR A DIFFERENT \FI~T~ \ ~ .~ ~~ ~ RECEPTACLE. (5.) POWER SUPPLY TO BE DIRECT ['ROM BUILDING WIRINg WITHOUT SWITCHES \ ~ 't (5~'~-~'.'.'.'.'.'.'~-~ ~ ~. ~ I L~. EXIST. LOT AREA = ¢0,053 S.F. (OK) PLUMBINGNOTES ,RC,RCUIT SO THAT UNITS IN CONBI~uous OPERAIION. '~\ ~ ~ ~'~ S~i ~ PROPOSED ~ ~ CONSTRUCTION NOTES: ,. BEO'D LOT BEPTH: 1Dg'-O" 10. ALL LIGHT SWITCH SHALL BE GAUGED TOGETHER WHEREVER POSSIBLE. (6) UNITS SHALL BE INSTALLED IN AREAS DESIGNATED ON PLANS THEY SHALL BE -{ \ ~ ADOITION \ '- 1. ALL PLUMBING SHALL BE IN STRICT CONFORMANCE WITH NYS BLDg. COOE AND LOCAIL 11. PANEL LAYOUr TO CONFORM TO NEW POWER REQUIREMENTS. LOCATEO ON OR NEAR THE CEILIN~ AND WITH IN 15'0 ~ OP ANY ROOMS USED FOB / REQ'D MIN. FRONT YARD-- 50'-0" 1, DRAWINGS INDICATE gENERAL AND TYPICAL DETAILS OF CONSTRUCTION. AUTHORITIES RULES AND REGULATIONS. SLEEPINg PURPOSES: FOR DWELUNQ UNITS WITH MULI1PLE LEVELS. WHEN ANY LEVEL ~(~-/ I \ ~ ~q DONSTRUCBON SHALL BE USED (SUBJeOT TO APPROVAL BY THE 2. CONTRACTOR SHALL REROUTE AS REQUIRED ALL EXISTING PLUMBING ANO HEATINg UINITES RUNS TO CONFOF~t TO REQUIREMENTS. ~\ ~ \ ~. ARCHITECT). WHICH INTERFERES WITH NEW CONSTRUCTION. (7.) CBLING MOUNT - CLOSEST EDqE OF UNiT SHALL BE MIN. OF ~" FBOM ANY WALL °E\ ~ \ ~[ ~ ALL ~ONST~UCTIO~ SHALL \ , u~ YAH[~ -- -- -- ~. HEATING DESIGNS SHALL COMPLY WlTHi A.S.H.R.E. STANDARDS, THE NA~ONAL ELEOTR~IC ' 13. ELECTRICAL ODNTRACTOR TO INSPECT THE EXISTING ELECTRICAL SYSTEMS AND (B) WALL MOUNT - CLOSEST EDGE OF UNIT SHALL BE A MIN. OF ~ AN{) A MAX. OF .~\ \ ~ ~ MEETTHEREQUIRE~ENTSOFTHE, (1) REQ'D MIN. ~ 15'-0" 2. ALL AST~ AND OTHER REF[RENCES ARE PER THE LATEST EBfllONS OF CODE, LOCAL MUNICIPALITIES AN REQUIREMENTS OF THE NEW YORK BOARD OF FIRE TAKE WHATEVER REOESSARY STEPS TO ENSURE THE ELEDTRJCAL SUPPLY IS 12" FROM DEIUNG. ~ PROVIDED -- gO'-ll" (OK) PLUMBING THESE STANDARDS. UNDERWRITERS. ADEQUATE FOR THE NEW INTENDED USE. -- \ ~ \ CODES OF NEW YORK STATE. BOTH SIDE YABDS ~ 25'-0" ALL PLDMBING WASTE CARBON MONOXIDE 3. ALL CONCRETE WORK SHALL CONF1RM TO THE REQUIREMENTS OF ACI 301 4. ALL WATER PIPES IN UNINSULATED SPACES TO BE INSULATED WITH 1" IINSULATION FOR 14. CONTRACTOR SHALL RE-ROUTE AS REQUIRED ALL EXlSllNG ELECTRICAL AND I , PROVIDED -- -0 (OK) &WATERUNESNEED S INSULATION FOR PIPING I TO 2 MIN. REO'D REAR YARD -- ~'~(~ "SPECIFICAllONS FOR STRUC'DJRAL CONCRETE". PIPING 1" OR LESS AND 1 ~" j~,, ~,,. HEATING LINES, W~ICH INTERFERES WITH NEW CONSTRUCTIONS. ~,E ~!NG BEFORE TEMPERATURE DONTROLS MAY NOT BXGEED 7B POR HEA NG EXCEPT OTHEBWISE DETECTOR NOTES ~..-.-, REAR YARD PROVIDED = 77'-2" (OK) FOR BEARINg PADS IN WALL POCKETA USE 3000PSI CONCRETE MINIMUM. DIRECTED AS SPECIFIED BY MECHANICAL ENGINEER, 15. INSTALL AS F~R OWNER'S DIRECTION ANY AND ALL TELEPHONE WlR,NG IN WALL ~ _~T-y. LiNE -~-47,75 - - PRIOR TO SHEET ;ROCKING ALL TEMPERATURE CONTROL WIRING SHALL BE SO RUN~ / VKtj~ MiN. REQ'D LIVABLE FLOOR AREA -- 850 S.F. 4, ALL STRUCTURAL STEEL SHALL CONFORM TO THE LOAD AND RESISTANCE 6, ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS REQUIRED) BY CONCEALED IN W,~LL, FLOOR AND OR CEILING. (1) HARDWIRED CARBON MONOXIDE DETECTORS SHALL COMPLIED WITH RS PROVIDED LIVABLE FLOOR AREA -- FACTOR DESIGN (LRFD). "MANUAL OF STEEL CONSTRUCTION" OF THE AISC, NYS. CODE, CAST IRON PIPE SHALL CONFORM TO LOCAL CODE REQUIREMENTe; WITH APPIROVE 16. ELECTRICAL WDRK TO BE BOARD OF FORE UNOERWRITERS APPROVED. THIS 17-13 AND INSTALLED IN ACCORDANCE WI1H 17-14, ~ O~C~J~N~¥ OR 1ST. FL. = 1172.80 S,F, JOINTS P~PES SUPPORT AND CLEANOUTS.~ USE ~S UNLAWFUL 2ND. FL, = ~ 5, ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWINg AS1M 6. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTEO AS REQUIRED) BY APPROVAL SHALL BE OBTAINED BY ELECTRICAL CONTRACTOR. (2) SHALL BE PROVIDED IN EVERY DWELUNG UNIT WITHIN 15 FEET OF THE TOTAL -- lS01,67 S.F. (OK) SPEClEICAllON: N.Y,S. CODE, CAST IRON PIPE SHALL CONFORM TO LOCAL CODE REQUIREMENTS WITH PRIMARY ENTRANCE TO EACH OLD'lOOM. AND ALSO IN MECHANICAL ROOMS STRUCTHRAL WIDE FLANGE BEAM AND ANGLES - A36 (36 KSI) APPROVED JOINT, PIPE SUPPORTS AND CLEANOUTS. 17, CONTRACTOR BHALL REMOVE OR RELOCATE EXISTING ELECTRICAL BOXES, SWITCHES, OUTLE1S, FIXTURES, ETC. AND MODIFY THE EXISTING ELECTRICAL OVER 75 SOUARE FEET IN DROSS PLOOR AREA. B ~ WJT~-~OU'T REQ'D LOT COVERAOE= 20 % CONNECI)ON BOLTS - A325 (92 KSI) SYSTEM TO SU~T ~EW USE, ALL IN ACCORDANCE WITH NEW YOUR SATE ELECTRiCAl~.(~ OC~UPANC'Y ANCHOR BOLTS/THREADED RODS - A36 (36 FSI) 7. CONTRACTOR TO PROVIDE EQUIPMENT USE PERMIT ~E REQUESTED BY THE AUTHORlliE~ EXISBNO LOT COVERAGE -- HAVINg JURISDICTION OVER THIS PRODUC'r. CODE AND LOCAL AUTHORITIES REGULATIONS. REMOVAL NOTES .1oo= 3.7B 6. ALL STRUTURAL STEEL PERMANENTLY EXPOSED SHALL BE COVERED WITH ,//~ #0053 S.F, PROTECllVE COAT iN ACCORDANANCE WITH ASlivt M53. 8. ALL BUILT-IN PLUMBING FIXTURES TO BE SUPPLIED AND iNSTALLED BY LICENSED PLUIMBIN 18. INSTALL ALL t~ALL SWITCHES AT 4'-0" ABOVE FINISH FLOOR TO CENTERLINE CONTRACTOR. PLUMBING TO SUPPLY ALL NECESSARY INFORMATION FOR CUTOUTS TO BE OF THE SWITCH Ut~LESS OTHERWISE NOTED. ./~ ~'~ MIN. REQ'D BUILDINg HEIGHT = 35'-0" 7. ALL FOOT)NS SHALL BEAR ON UNDISTURBED, FIRM NATURE SOIL OR PERFORMED BY CABINET CONTRACTOR. 1. CONTRACTOR SHALL REMO~E ALL EXISTING WORK WHICH BUILDINg HEIGHT PROVIDED -- 26'=9'. (OK) COMPAClED FILL CAPABLE OR SUPPORTING A DESIGN BEARINg PRESSURE ARE NOT REQUIRED OR WILL INTERFERE WITH NEW WORK~J ~ - - ~ OF 2 TONS, ALL FOUNDAllON EXCAVATIONS SHALL BE EVALUATED DY THE 9. ALL CHANGES IN THE SIDE OF "RUN" ON DRAINAGE PIPING SHALL BE IvtADE WITH EVEN IF NOT SHOWN ON THE DRAWINGS. ~ ~ - - ' ARCHITECT OR ENGINEER PRIOR TO POURINg FOUNDATION CONCRETE. REDUCING F~TTINGS. ALL WATER SUPPLY PIPING SHALL BE SIZED TO PRODUCE VELOCITY NOT ~ --' - - PLUMBER CERTIFiCATION REQ'D NUMBER OF STORIES = 2 ~ TO EXCEED 8FT/SECOND AND SHALL HAVE A MINIMUM OF 8 P.S.L PRESSUIRE AT EVERY 2. ALL REMOVAL OPERATION~ TO BE PERFORMED ON LEAD CONTENTSEFORE NUMBER OF STORIES PROVIDE = 2 )~ (OK) 8. ALL FOUNDABON CONCRETE SHALL OBTAIN A 28-DAY COMPRESSIVE FIXTURE. ACCORDINg TO NEW YORK ~TATE BUILOINQ CODE AND ~. CERTIFICATEOFOCCUPANCY STRENGTH OF 3,000PSI. 10. EXPANSION COMPENSATORS AND ANCHOR SHALL BE PROVIDED FOR EXPANSION IN HOT LOCAL AUTHORIZES. ~ SOLDER USED IN WATER x 'i~. UNDERWRFFE~.$ CERTIFIOA~ g. CONTRACTOR SHALL ADVISE ARCHITECT/ENGINEER OF ANY CONDITION WATER PIPELINES, 3. DEMOLITION AND REMOVAL OF REFUSE SHALL BE /,~ SUPPLY SYSTEM CANNOT CARRIED ON PROGRESSIVELY AND SYSTEMATICALLY, EXCEED2./IO OF 1%LEAD, REQUIREO DIFFERENT THAN ASUMED DESIGN CRITERIAS. 11. PROVIDE SHUT-OFF VALUE ON ALL BRANCH-LiNES TO EACH FIXTURE INCLUDING MATERIAL SHALL NOT BE PEI)MITTEO TO ACCUMULATE. BRANCHES FROM MAIN. AND RISERS. CONTRACTOR TO PROVIDE DROp CLOTH AND OTHER DEVICES TO KEEP ADJACENT SPACES IN BUILDING AS 12. ALL WATER PIPING SHALL BE TYPE "L' COPPER TUBING. CLEAN AS POSSIBLE, CONTRACTOR TO RESTORE AN PORTION ON HOUSE DAMAQEO DURING ALTERATION. / ' ' ' 1~. NEW HEATING AND HOT WATER UNITS SHALL BE MODIF, ED TO SUIT NEWI USAGE, MAIN ROAD (N Y S Rte. 25) LEGEND O.NTRACTORS.ALL ERIFY ALL FIELD UNIVERSAL CONDITIDNS AN]) DINENSIDNS AND BE CERTIFICATION OF 23 S. FRANKLYN ST. RETAIN STORM WATER RUNQFF -- RESPDNSIBLE FOB FIELD FIT AND QUALITY NAILING & CONNECTIONS HEMPSTEAD NY 1155(~URSUANT TO CHAPTER 236 NOTE. EXIST. CONSTRUCTION ....... DF WDRK. ND ALLOWANCES SHALL BE REQUIRED. THE DESIGN CODE IS THE NEW YORK STATE RESIDENTIAL TO REMAIN ....... WALLS TO "E RE"O~DI ANyNADE IN BEHALF BF THE CONTRACTOR FOBERR.R .N .EGLECT ON H,S PART, DESIGN & DEVELOPMENT CONSTRUCTION CODE dANUARY 5 2005 BEAM /HEADER )ATE:ISEUENO. DESCRIPTION LICE~SEDr'iluiI:~iONAL BEAL PROJECTNAME NEW EXTERIOR WALLS~~'~~ SHEET NUBSER GROUND SNOW LOAD IS 45 # / SQ. FT. ~ (SEE WALL DETAILS ON ]s-o?-os I SEOO,.F,OO. FSO,.~^RS~B~AO~^.~.OE.^SPERO.JGO~O.~,.... / 460 KAYLEIGH'sCT. SHEET A2) WiND SPEED IS ~0 MPH (~) SMOKE DETECTOR ~ EAST MARION, NY. SEISMIC DESIGN CATEGORY "C" HARRY DICKENSON P,E. '///////////////// (sEe WALL BETA,LS ON p.o. ,OX 4,32 ~;~/'~ PLOT PLAN, NOTES, SCHEDULES, THIS PROPERTY IS NOT WITHIN ONE MILE FROM SHORE LINE SHEET A2) C~ CARBON ~ONOXlDE DETECTOR REMPSTEAD N¥11~0 ~ RISER DIAGRAM & LEGEND PFL 718-397-9~09 °^T~)4-03-08 SCALE:As NOTED ~R^WNE¥: ~ DR HD PAGE-I_OF_~I m'"'-.-4 57'-11" · ALL NEW DOORS & HARDWARE SHALL BE ,'""'-- "~ EXTG. STRUCTURE TO REMAIN AS IS FURBISH BY CONTRACTOR AT OWNER'S SELECTION. EXTG. WIN. EXTG. WIN. EXTG. WIN. F.A.l. . . ~ ~ EXIST. WOOD DECK :"- I)i="s~ UP ~ I]'~"~l 'r--r' ' I X II ' OWNER.KITCHEN CABINETS SHALL BE FURBISH BY ( DN. (TO REMAIN AS IS) I I ~ ~ I 57,_11. I I IJ ~ I 10'-0" I I ~ I EXTG. S~UCTURE TO RE~AIN AS IS I I NEW 2'-lO"X 3'-8" NEW 2'-10"X -8" NEW 6'- 'X 3'-8" ,I I, NEW CHIMNEY ~ I CASEMENT WIND. CASEMENT I~ ~ ~ ~CASEM T ~ND. EXTG. SLIDING D OR ~ ~ ~ ~ NE ::= U.L LISTED DULL. WALL " I II U ~r II II '11 ' I m z CP' ~OIt I I ~ '= PRE-FAD CHIMNEY ~TH I ' ( ~ F.P.S.C. 2'-4" METAL FLUE I · RE-ARRANGE~ ~ I z -11/2HR. ~ ~ I I FIX~RES.~+ · I ' Ill I ~ ~ PROVIDE 2HR. RA~D ~TEO ~Lw uu~ ~ ._ ~ = ~ ~ ~ I I · ' I D~I I ~ X SHEEmOCK NEW I EXIST. BEDROOM SHO~R - ~IST./~ I . / m o ~ a j ~ "' I o IBOILER ROOM I I (TO ~EUAIN AS IS) ~ I BA~ ~l ~ I I r I -. ~ ~ - ~ 8'-6" FLOORS TO BE SANDED. -- ~ I ~ I I NEW ~" OR ~" LAir OF [ ~ EX ST L V NG ROOM ~ b - ~ EXISTING GIRDER TO REMAIN I m I s ~ ~ , I SHEETROCK PANEL SHALL BE · REMO~ EXTG. ~B · . . ~ = (TO REMAIN AS I ) ~ ~ ~ I ~ NEW CHIMNEY ~ ~IE ' ' ' ~:"~~ I --I APPLIED TO ALL INTERIOR WALLS REPLACE TWTHA L ~ ~ J -~ I · FLOORS TO BE SANDED. _m UITI .................. , - o ~ m ~1~ · CEILINGS ~ROUGHOUT. CORNER ~H~WF, ~ ~ /' ---~ ~ ' · NEW ~" OR "LAir OF ~ 0 ' ~2~ L;~e~'v'~ I ~ ~~ WALLS TO BE PRIMED ~ 2 {~,,J~ ~ ~0, ' ~-~ : I SHEEtrOCK ~NEL SHALL BE ~ ~ ~ I ~ ~L--r~ .... w, ......... ~ EXIST. OPEN CEL~R EXIST. UNEXCAVETED I < I c FINISHED COATS P ~~x ~ ~ IAPPUED TO ALL N~R OR WALLS ~ ,2-4 0 EXIST. STORAGE ROOM (TO MAINTAIN AS IS) (tO MAINTAIN AS IS) { z ~ OF AINT On~ I ~ ,, n~' B _ ~ F METAL FLUE I ~ xl~ ~ROUGHOUT ~m O~E~lS .................... S BAT ~ ~' ' '~ ~ ~ ~ CEILINGS THROUGHOUT. ; CHOICE Of COLOR - ~ o n WALLS TO BE PRIMED ~ 2 I z ~ (TO MAINTAIN AS IS) I ' · REPLACE G~SUM BOARDS ~TH ~ ~ NEW WOOD · GAS STO~ ~ ~ ~Fn~AY t ~, ~ 3 FINISHED COATS OF PAINT L 0 =1 ~ i/A-A~ ~ ~ ~o,~NF~'-2~ · WALLS TO BE PRIME~'~ /~ d ... ~ ~ I I ~Ho,~ o~ e~o~. ,, . .I ..,, ~ PAINED ~ROUGHOUTJ ~ ~ Y~ + J ~ ~. ~ - ~ <,~RO~D[ (3) 1 5~ [~ L~_W~ - ~S. [----1Ll _'l~ ~ 14'-11" /~J-----]I'-- ~ JI 12'-6" llJJl. --I'~~ ~0~~ll~l~l ................. ~' CL ----. ~ ~~J =~ --~ ~ -- ~ -- ~~ ~~ ~ ~ ~~~ -- . ~, . ~. '~.-' '~' '~' '~ i i ~ 15 R/UP ~~ ~ ,, ~ ~-- ~~?~ ~ ' ................ (~ EXIST.~ GARAGE ~ Jl' ~,..~,..~.. ~.~. ~ ~ ~ ~ H/W ~ I . . ', .'! ~4"CONC. ~c ~;/ ~ SLAB ., I LLS ~l~Tl~O ~LL~R FLOOR ~ ~ ~: ~ ~ ~ ....... I ~ ~ , ,,,~ ~ ~- ~ / 6'-0" 1~'-2' . L '~'-0" X l~'-2'' CASEMENT .NDOW ' ~ ~1 ' J  ' j NEW NEW ~'-0" X ~'-2- /~EW 34 DO0~ N REF. I CASEMENT WINDOW / / SIDELITEsWIN ~ I A-4 L .... ~ - %~""2 ..w.z,~.~ ~ -~ .~w ~ ..w (~) ~'-o"-o) ~'-o" x ~'-~" EXISTING NEW 16'-11" ' STRUC~RE ,ADDISON 28'-7"~~ ADDITION STRUC~RE ' 12'-5" PROVIDE ~'-0" HIGH m I OPE~RCH ~ WINDOW EXTG. STRUC~RE TO REMAIN AS IS PROPOSED SECOND ST(~Y ADDITION EXTG. STRUCTURE TO REMAIN AS IS ~ ~N. ~ ,,, ,.._o. "-"~ EXISTING/~,, FIRST FLOOR "~"""*"PLANAS PER CODE L_ ,~ 1 = 1-- ~" ' 3 DIA. STL. POST ~ t/a' EXTERIDR ~X UAL( ONY ~: , (-8" 4'-2" .... ~ ~ ~ ~~ ~ 2x4 WOOD~ SU~ ~-' ~~-~' ' ........ ~- -~ .... ~L ~ - , ~ . ~." o.~. I DRI, ~UNn /lNn~/~ ~2) 2X10 HDR ',2)2X10 HDI~X I NEW 5'-0" X 6'- ~ ~ I ~ ~ ~ ~ R-J5 9ATT ~ x ~1 ~ / 57'-," ~ [NSULAT[DN I TUB ~ ~ II ~ I ' PROPOSED SECOND STORY ADDInON ~ FC G~ RD. I ~ ~ ~ I ~ ~ i i EXISTING ROOF I [ ~ ~ m ~ j 1T-3" I I PROPOSED ~ BY"T~EK" Of =c. ~ EXISTING ROOF BELOW I W/R-30 BA~ J J : ~ : ~ EQUIVALENT ...................................... I I X U.L. LIS~D DULL. WALL ~ CLAD ALUM SIDING PRO,OR CERAMIC I ~ ~STER BATHR~ ¢ ~ ~ ® ~ ~ ~ PRE-FAD CHIMNEY WITH ~S 'TIL CEILIN~ I CI ~., ~EIGHT = 8'-( ~ ~ II ~ ~NEW 24 X45 ~l ~ METAL FLUE HEIGHT ~ROUGH*~UTi ~ ~, .. I ..... ~ FACE DF STUD ~ ~ ~ SK~IGHT ADOVE ' ' ) ~ J:: ~ ~ Ill ~I~H~ ~lI ~ ~ Exterior Wall ~ Jd~l. ",x~o. ,.DO, .,A~ .~LO~ - .w ....,.~ , ~o,,,:~ ~,~"= ,'-o" [ EXISTING RIDGE BEAM BELOW I ROPOSED MASTER BEDROOM I JJ I ASphalt SHINGLES ON 15J ~LT ON I I z- I -I~z II Ii '/' '//~S'-3" ~ ~ ~/~ t X~"NEW AT~C ~1 ~ NX ~NEW 24"X45" ~ I EXlS~NG RIDGE BEAM BELOW · ~ ' ' I I :- ~ EXIS~NG RIOGE BEAM BELOW~ ~ ~ %" GYPSUM BOARD 52)~'~G~SUa BO~D , ' ' ' ' ---- / EXISTING ROOF BELOW ( ~ ~ ' I-- J ~ ',' ~ W~-~ ~ P,OPOSeD > .Ug W.'.O. BTWN. ~A (2) 8-~ 2X10 ' ~ '1' IOR 'I I ' . 2~ '' -0 (~) 2x, o ,2-~ ' "HGR ~ --~ I II ~s TING ROOF ~ L , ~ ' ~j I........ ~1-;~~ III II~Ill IIl: _ .... .,IIl ~.~SH~O: ~ ~ .~0".'-, .-0 ..-,' ~ i--' ~ I ~ Im.. ~ , , ~ SIDE) I I NEW (2) 5-0 X 4-~ NEW ~2~ 2'-0"- 1 3'--0" X 4'-2' ~ ~/I ' H ~;I I H IH ~ IH ll I ~ ~111 ~ .L~O0o SH~N~m .OOr / c ..................................... n ~ / ~ m ~NEW 2x6 ~ ~ ~ Inter,or ~adifion . . . ~2 Hour Intedor ~adition ~ R.R. 01¢ PROPOSED ROOF P~N ~.o.-.~.,.~ .~:,,~.,-o PROPOSED 2ND. FLOOR PLAN ,,,~.~ o.~. ~ 1/4-= 1'_0" ).C.~'R' ~ ~ ~/16" = 1'-0" ..~.~ CBNTRACTBR SHALL VERIFY ALL FIELD ,ESlGNE~RA~ER UNIVERSAL LEGEND CBN~ZTZ.NS ~,~ ~,,ENSZUNS ~N~ ,E 23 S. F~NKLYN ST. RESPBNSZ~LE FUR FZELD F~T AN9 eUAL]TY HEMPSTEAD NY 11550 BF ~BRK. N8 ALLBWANCES SHALL 9E PHONE: (516)693-0112 NOTE. EXIST. OONS,UO,ON -- ,ALLSTOBEREMO~D. NA,E,N,EH~L, BF THE CBNTR~CTBR FUR DESIGN & DEVELOPMENT THE DESIGN CODE IS THE NEW YORK STATE RESIDENTIAL TO REMAIN -- -- ANY ERRaR ON NEGLECT BN HIS PART, f~: (516)693-0114 GROUND SNOW LOAD IS 45 ~ / SQ. FT. ~ (SEE WALL DETAILS ON 05-07-08 1 SECONDFLOORFRONTYARDSETBAOKAMENDEDASPEROBJECTIONL~ER. SHEET A2) EAST MARION, NY. WIND SPEED IS 110 MPH ~ HARRY DICKENSON P.E. SEISMIC DESIGN CATEGORY "C" ~ DRAWINGNAME PROPOSED FLOOR PLANS NEW IN~RIOR WALLS P.O. BOX 4132 ~ ONE MILE FROM SHORE LINE ~//////////////// (SEE WALL DETAILS ON ~ & ROOF PLAN SHEET A2) CARBON MONO;XIDE DE~CTOR HEMPSTEAD NY 1t550 '"' ;~ DR HD - - - PH. 718~97-9609 "*T~4-03-08 scA[~:AS NOTED D.~W, aY: OHECKBY: PAGE 2 OF GRADE AREA OF EXIST. ROOF STRUCTURE".-..., (TO REMAIN AS 15) SECURED REQUIRED MATCH EXISTING CASEMENT WINDOW (TO REMAIN AS 15) _% NEW CASEMENT WINDOW AREA OF EXIST. STRUCTURE TO~ REMAIN AS IS~ NEW CASEMENT WINDOW 3 ~' DIA. S~-, POST W/ 8" DIA. DECO, COL. NEW 4'-2" CASEMENT WINDOW ~ AREA C)F EXIST, STRUCTURE TO REMAIN AS IS) II GRADE GRADE ,//~EA OF EXIST. ROOF STRUCTURE (~0 REMAIN AS IS) AREA OF EXIST. STRUCTURE REMAIN AS IS) II -NEW ../-.'~EA OF EXIST. ROOF STRUCTURE (10 REMAIN AS IS) 7 SXTG. NG NEW 2 10 X 5' 8" NEW 2 10 X 3 8 WIND, CASEMENT WIND. ~REA OF EXIST. STRUCTURE TO REMAIN AS IS) ~) PROPOSED -~/,4." = 'l'-o" FRONT 4" SOIL STACK TO ROOF NO NEW Pt EXTG. HOUSE 1~AP~ 4" JSANITARY LINE CONNECTED TO SEWER 2" VENT STACK TO ROOF U~BING WORK c¢. PLUMBING RISER NEW MASTER BATHROOM 2" BRANCH VENT T 1,~ Ii1,~,, 4~' DIAGRAM N,T.S ROOF 2ND FLOOR IST FLOOR CELLAR ELEVATION @ NEW GRADE NEW RIDGE BEAM VENTED AND SUPPORT AS REQUIRED. ASPHALT SHINGLES ON 15# FELT ON 1/2" PLYWOOD SHEETING 2x10 ROOF-- ~RAFTERS ~ 16" O.C ///~- ./ 3'-0" X SEMENT AREA OF EXIST. STRUCTURE TO~ REMAIN AS IS) II II (~ PROPOSED 1/4" = 1'-0" RIGHT SIDE GRADE II II ELEVATION CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND BIMENSIDNS AND BE RESPONSIBLE FOR FIELD FIT AND QUALITY DF WORK, NO ALLOWANCES SHALL BE HA~E IN BEHALF DF THE CDNTRACTDR FDR ANY ERROR ON NEGLECT ON HIS PART. )ATE: ISSUE NO. DESCRIPTION (~ PROPOSED 1/4"= 1'-0" REAR SIDE ELEVATION NEW RIDGE BEAM VENTED AND SUPPORT AS REQUIRED. ASPHALT SHINGLES ON 15# FELT ON 1/2" PLYWOOD SHEETING 2x10 ROOF -RAFTERS @ 16" O.C ~ -- PROVIDE NEW SIDING SECURED AS~ REQUIRED MATCH EXISTING NEW RIDGE BEAM NEW 3'-0" X 4'-2" CASEMENT WINDOW NEW 5'-0" X 4'-2" CASEMENT WINDOW AREA OF EXIST. STRUCTURE TO GRADE II LJ DESIGNER~DRAPTER LICENSED PROFESSIONAL ~) PROPOSED 1/4" = 1'-0" LEFT SIDE UNIVERSAL ELEVATION DESIGN & DEVELOPMENT HARRY DICKENSON P.E. P.O. BOX 4132 HEMPSTEAD NY 11550 PH. 718-397-9609 SEAL PROJECT NAME DRAWING NAME DAT~}4.03.08 OIA. SIL, POST NEW 3'-0" 23 S. FRANKLYN ST. HEMPSTEAD NY 11550 PHONE: (516) 693-0112 FAX: (516) 693-0114 460 KAYLEIGH'S CT. EAST MARION, NY. PROPOSED EXTERIOR ELEVATIONS & PLUMBING RISER DIAGRAM SCALS:AsNOTED DRAWNBY: DR CHECKBY: HD GRADE GRADE SHEET NUMBER A3 PAGE 3 OF 4 CORNER AND ~ PARTITION POSTS SCALE: I/4'-1'-0" NOTCH GREATER ii'lAN 50 PERCENT OF THE PLATE WIDTH OR BEARING Wall TOP PLATES GAGE (0.054 IN.) AND 1.5 IN W}DE METAL TIRE ACROSS WITH S-16d NAILS EACH SIDE PIPE TOP PLATE FRAMING TO (~ ACCOMMODATE PIPING STAGGER JOIST 4 IN. OR USE SPLICE PLATES SINGLE OR DOUBLE SEE SECTION R602.t2 TOP PLATE ~ / HEADER SEE TABLES R502.5(1) AND RBD2.5(2) JACK STUDS OR TRIMMERS WALL STUDS SEE SECTION R6023 LATE 1F~O2'' ANCHOR BOLTS EMBEDDED I UNDATION 4 FT. O.C. M ~ JOISTS DETAIL OF JACK STUDS (~ JACK STUDS OR TRIMMERS SCALE: 1/~."-1'-0' AT 48" O.C. TOP PLATES STUD BOARD HOLE MAX. DIMETER 40 PERCENT Of STUD DEPTH NOTCH MUST NOT EXCEED 25 PERCENT OF STUD DEPTH BOARD HOLES SHALL NOT BE LOCATED iN THE SAME CROSS SEC'DON OF CUT OR NOTCH IN STUD IF HOLE IS BETWEEN 40 PERCENT AND 60 PERCENT OF STUD DEPTH, THEN STUD MUST BE DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLED AND SO BORED ~) SECTIO.N Z-Z SCALE: 1/4 =1-0' SIMPSON STRONG-TIE LOS28 SCALE: N.T.S AT EACH CONN. SIMPSON ~ STRONG-TIE RR 16d NAIL GYPSUM WALL BOARD WITH CHAPTER 7 GYPSUM WALL BOARD INSTALLED IN ACCORDANCE WITH CHAPTER 7 (INTERIOR) 16d NAIL AT 24 IN. O.C. -- SHINGLES FELT V-600 NEW -- SLIDING DOOR 8d NAIL AT 6 IN. (ALL PANEL 2 x 6 Collars Each Raft (3) 1Od Nails Ea. End [ WFCM SECTION 3.2.5,1 & FIGURE 3.10b ] 2X4 PLATE EXTERIOR OUT SIDE CORNER FRAMING WOOD STRUCTURAL PANEL TABLE R602.3(1) FRAMING MEMBERS NOT AT PANEL EDGES ,Z NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR (~) WALLS.A. Np .BEARING WALLS -Simpson H-1 Hurricane Tie When Sheathing to top of Top Plate -- Raft (2) 2xJ 1/2" Gyp. Wallboard 2 x4 Studs 16oc _~nd FL Subfloor NEW 2X10 FI Jts ~-t EXTG. 2X6 FI Jts (2) 1st FL S u bfl'Eo~ 2 x Fi Jts (2) 2 x Sill WOOD S]RUCTURAL PANEL ACCORDANCE WITH TABLE R602.5(1) Bd NAIL AT 6 IN. O.C. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES AND 12 IN. O.C. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES EXTERIOR IN SIDE CORNER FRAMING SCALE= CUT LENGTH EXIST SHEATHING EXIST STUDS (~ Ridge Vent Detail -- ALUNM COUNTER FLASHING ALUM BASE FLASHING A35 FRAMING EACH RAFTER PROVIDE METAL FLASHING MINIMUM CLEAR HEAD ROOM SHALL BE /// HARD ~30D HANDRAIL W. 1 ~' MIN. RNGER · CLEARANCE & NOT PROJECllNO MORE lHAN 3 ~ FROM I WALL ] l'/X6// FL~ME SPREAD RA11NG OF HANDRAIL NOT TO EXCEED ~,,/DOD PLANK lsD. STAIRS ~rSS THAN 44" ~IDE MAY HAG A HANRAIL ON ONE SDE ONLY. NOTE: RAIUNOS & HANDRAIL SHAU. BE CONS]RUCTED TO RESIST, A LATEral FORCE OF 20 PUc & A VERICAL LOAD OF TREATED LUMBER WITH -WEATHER RESISTANCE 8" THICK BRACING SDLVENT 45 ANGLE 8 16" D,C, EXTG, EXTERIDR BUILDING WALL Provide minimum 1" end distonce Equ<31 numbar of specified nails in eoch end 2X6 BLOCKING STUD 2X4 LEDGER 38"~LC. B~LTS 0 52 SIMPSON STRONG-TIE CS16 RaflerAT 48'BC Top Plate ~ LEDGER DETAIL ROOF CONSTRUCTION 235# ASPHALT-FIBER GLASS PLYWOOD SHEATING ON 2"XlO" ROOF RAFTERS 16" D,C, WITH R-30 ALUMINUM FIBERGLASS INSUL~ )CONECTION DETAIL AT BALCONY (2) 2x12 RIDGE VENT AS REQ'D. --ALTERNATE-- Simpson Hurricane Tie H-2 Rafter to Stud Below When Sheathing Not to top of Top Plate Simpson Hurricane Tie H-l, t Face of Wail, Ea. Rafter to Plate Sh,eathing to run to Top p Plate, Nailed with 8d Nails, 6" DC Miin. 1/2" Plywood Sheathing Nailing- 8d Nails Stud Wall 6" DC Panel Edges 12" DC Intermediate Supports Vertical Edges on Stud Lines Horizontal Joints Blocked Connect Upper Studs to Lower Studs with-Plywood Sheathing MIIn (3) 8d Nails, 3" DC in each Stud I Above and Below Floor Level OR---ALTERNATE [ WFCM TABLE 3.4b ] I 1/4" x 20 ga Metal Strap w/(3) 8d Sheathing Horizontal Joint Nailing @ 6" DC to Blocking 2 x 4 Blocking ( R602.10.7 ) GRADE NEW VINYL SIDING W/ 15# PAPER OVER ~' POLYSTYRENE INSUL, DN ~' PLYWOOD SHEATHING DN 2'x4 STUDS B 16" O,C, W/ ~' GYP, DN INTERIOR & R-15 BATT INSUL /~AREA OF EXIST. ROOF Si (TO REMAIN AS IS) / EXIST, BEDROOM (TO REMAIN AS IS) EXTG. 3~" DIA. STL.__ COL. ON 24"X24"X12" CONC. FTC. EXTG. CONC. BLOCK WALL C.J. 16" C.d. @ '16" W/ R-SO BATT ~N IL. BTWN NEW WALK-IN CLOSET B'- 0" CEILING EXISTING F ~IISHED 4" CONCRETE SLAB l----J NEW 2x6 COLLAR TIES @ 32" O.C. -- 3.C W/ TmG TO MATCH (VAUI POll ~ ]HiS DETAIL APPUES TO CRASS, BUILDING BUILDWOS NOT EXCEEDING 3 STORIES IN _1 Nails, Ea. End (S~tuds Above & Below) Miin (3) 8d Nails, 3" DC In Each Stud Above Floor Level Sheathing to Bottom of Boftom Plate 8d Nails, 6" DC Panel Edge Nailed to Bottom Plate Anchor Bolts- 5/8" diM, 3'-0" DC Max. 12" from Cornel, Min 7" into Concrete CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE RESPONSIBLE FOR FIELD FIT AND QUALITY DF WDRK. ND ALLOWANCES SHALL DE MADE IN ~EHALF DF THE CDNTRACTOR FOR ANY ERROR DN NEGLECT DN HIS PART. DATE: DESCRIPTION CROSS SECTION 1/4" = 1'-0" A-A DESIGNER/DRAFTER EXTG. WALL II To BE · , REMOVED EXIST. (TO BE I LICENSED PROFESSIONAL UNIVERSAL TREAD SEE PLANS 9' MIN. OT 5/8' O~SUM BOARD SOFRT (T'~E "X"). WOCO STEINDER, ir[ADS & RISERS Typical Wood Stairs Detail No Scale VINYL SIDING W/ 15# ~UILDING PAPER OVER ~' =DLYSTYRENE INSUL, BD ON ~' PLYWOOD SHEATHING ON B'x4' ;TUDS ~ 16' D,C, W/ ~" GYP, RD, INTERIOR & R-t5 DATT INSUL, BETVEEN STUDS HT AT DIA. STL. COL. ON 24"X24"X12" CONC. FTO. DESIGN & DEVELOPMENT HARRY DICKENSON P.E. /~AREA OF EXIST. ROOF Si (TO REMAIN AS is) / P.O. BOX 4132 SEAL PROJECT NAME EXIST. GARAGE DRAWING NAME (TO REMAIN AS IS) EXTG. CONC. BLOCK WALL 23 S. FRANKLYN ST. HEMPSTEAD NY 11550 PHONE: (516) 693-0112 FAX: (516) 693-0114 460 KAYLEIGH'S CT. EAST MARION, NY. CROSS SECTIONS & DETAILS GRADE 2" x 2" Sq. Washers wi Nuts (/ 1 '-'" TYPICAL EXTERIOR WALL CONNECTIONS (Thru Both Sill Plates) HEMPSTE~D NY 11550 PH. 718 397-9609 DAT~}4_03.08 SCALE:As DRAWN aY: CHSCK aY: NOTED DR HD \A-4/ [ WFCM TABLE 3.2c -"Uplift" ] SHEET NUMBER A4 PAGE_4_OF_4 NOTE- ALL FRAMING TO BE MIN. #2 GRADE HEM FIR OR EQUAL AS PER SPECS COMPRESSION EXIREME FIBER S~RESS TENSION PARALLEL HORIZONTAL SHEAR IN BENDING "fb" TO ORAIfl "FI" "fv" PERPENDICULAR PARALLEL lO GRAIN MODULUS OF.E~ASTIOIY (SINGLE) "Fo ' I "Fo //" 850 500 75 405 125D 1,300,000 NAILING SCHEDULE PER TABLE 3.1- AFPA1995 HIGH WIND EDITION JOINT DESCRIPTION ~OF NNLS NAIL SPACING ROOF FRAMING 3-8d PER RAFTER RAF[ER TO TOP PLATE (TOE NAILED) B-Od PER JOIST CEILING JOIST TO TOP PLATE (TOE NAILED) 4-16d EACH LAp CEIUND JOIST TO PARALLEL RAFTER (FACE NAiLED) 4-16d EACH LAP CBUNG JOIST LAPS OVER pARTITIONS (FACE NAILED) 4-8d PER TIE COLLAR TIE TO RAFTER (FACE NAILED) 2-8d EACH END BLOCKING TO RAFTER (TOE NAILED) 2-16d EACH END RIM BOARD TO RAFTER (END NAILED) WALL FRAMING TOP PLATE TO TOP PLATE (FACE NAILED) 2-16d PER FOOT 4-~6d JOINTS- EACH SiDE TOP PLATE AT INTERSECTIONS (FACE NAILED) 2-16d 24" OC STUD TO STUD (FACE NAILED) 16d 16" OC ALONG EDGES HEADER TO HEADER (FACE NAILED) TOP OR BOITOM PLATE TO STUD (END NAILED) 2-16d PER 2x4 STUD 3-16d PER 2x§ STUD 4-ted PER 2x8 S~JD 2-16d PER FOOT BOTTOM PLATE TO FLOOR JOIST, BANDJOIST ENDJOIST OR BLOCKING (FACE NAILED) FLOOR FRAMING JOIST TO SILL, TOP PLATE DR GIRDER(TOE NAILED) 4-8d PER JOIST 2-8d EACH END BRIDGING TO JOIST (TOE NAILED) 2-Od EACH END BLOCKING TO JOIST (TOE NNLED) 3-16d EACH BLOCK BLOCKING TO SILL OR TOP PLATE (TOE NAiLED) 5-16d EACH JOIST LEDGER STRIP TO BEAM (FACE NAILED) 3-Sd PER JOIST JOIST ON LEDGER TO BEAM (TOE NAILED) 3-16d PER JOIST BAND JOIST TO JOIST (END NAILED) BAND JOIST TO SILL OR TOP pLATE (TOE NAILED) 2-16d PER FOOT ROOF SHEATHING STRUCTURAL PANELS 8d 6" EDGE/12" FIELD DIACONAL BOARD SHEATUINO lx6 OR lxB CEIUNO SHEATUIND GYPSUM WALLBOARD WALL SHEATUING 2-8d PER SUPPORT S-8d"'"~.~ PER SUPPORT ~oosirs 7' EDGE/12" RELD ~ E" EDGE/12" RELD 3" [ODE/6" FIELD 3" EDGE/6" RELD 7" NODE/lO" FIELD 6" EDGE/12" FIELD D" EDOE/i2" FIELD STRUCTURAL PANELS Bd FIBERBOARD PANELS 6d 7/16" 25/32" 8d 5d coolers CONSTRUCTION NOTES: PLUMBING NOTES 1. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED (SUBJECT TO APPROVAL BY THE ARCHITECT). 2. ALL ASTM AND OTHER REFERENCES ARE PER THE LATEST EDITIONS OF THESE STANDARDS. 3, ALL CONCRETE WORK SHALL CONFIRM TO THE REQUIREMENTS OF ACl "SPECIFICATIONS FOR STRUCTURAL CONCRETE". FOR BEARING PADS IN WALL POCKETA USE 3000PSI CONCRETE MINIMUM. ALL STRUCTURAL STEEL SHALL CONFORM TO THE LOAD AND RESISTANCE FACTOR DESIGN (LRFD), "MANUAL OF STEEL CONSTRUCTION" OF THE AISC, 5. ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING ASTM SPECIFICATION: STRUCTURAL WIDE FLANGE BEAM AND ANGLES - A36 (56 KSI) CONNECTION BOLTS - A325 (92 KSI) ANCHOR BOLTS/THREADED RODS - A36 (36 6. ALL STRUTURAL STEEL PERMANENTLY EXPOSED SHALL BE COVERED WITH PROTECTIVE COAT IN ACCORDANANCE WITH ASTM Al5& 7. ALL FOOTINg SHALL BEAR ON UNDISTURBED, FIRM NATHRE SOIL OR COMPACTED FILL CAPABLE OR SUPPORTING A DESIGN BEARING PRESSURE OF 2 TONS, ALL FOUNDATION EXCAVATIONS SHALL BE EVALUATED DY THE ARCHITECT OR ENGINEER PRIOR TO POURING FOUNDATION CONCRETE. 8. ALL FOUNDATION CONCRETE SHALL OBTAIN A 28-DAY COMPRESSIVE STRENGTH OF 5,000PSL §. CONTRACTOR SHALL ADVISE ARCHITECT/ENGINEER OF ANY CONDITION DIFFERENT THAN ASUMED DESIGN CRITERIAS. 1. ALL PLUMBING SHALL BE IN STRICT CONFORMANCE WITH NYS BLDG. CODE AND LOCAL AUTHORITIES RULES AND REGULATIONS. 2. CONTRACTOR SHALL REROUTE AS REQUIRED ALL EXISTING PLUMBING AND HEATiNiG UNITES WHICH INTERFERES WITH NEW CONSTRUCTION. 3. HEATING DESIGNS SHALL COMPLY WITH A.S.H.R.E. STANDARDS, THE NATIONAL ELECTRIC CODE. LOCAL MUNICIPALITIES AN REQUIREMENTS OF THE NEW YORK BOARD OF FIRE UNDERWRITERS. 4. ALL WATER PIPES IN UNINSULATED SPACES TO BE INSULATED WITH 1" IINSULATIOIN FOR PIPING 1" OR LESS AND 1 .~" INSULATION FOR PIPING 1 ~" TO 2 .~". 5. TEMPERATURE CONTROLS MAY NOT EXCEED 78 FOR HEATING EXCEPT AS OTHERWIISE DIRECTED AS SPECIFIED BY MECHANICAL ENGINEER. 6. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS REQLDRED BY NYS. CODE. CAST IRON PIPE SHALL CONFORM TO LOCAL CODE REQUIREMENTS WITH APPROVE[ JOINTS PIPES SUPPORT AND CLEANOUTS. 6. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS REQUIRED BY N.Y.S. CODE. CAST IRON PIPE SHALL PONFORM TO LOCAL CODE REQUIREMENTS WITH APPROVED JOINT, PIPE SUPPORTS AND CLEANOUTS. 7. CONTRACTOR TO PROVIDE EQUIPMENT USE PERMIT IF REQUESTED BY THE AUTHORITIES HAVING JURISDICTION OVER THIS PRODUCT, B. ALL BUILT-IN PLUMBING FIXTURES TO BE SUPPLIED AND INSTALLED BY LICENSED PLUMBIN' CONTRACTOR. PLUMBING TO SUPPLY ALL NECESSARY INFORMATION FOR CUTOUTS TO BE PERFORMED BY CABINET CONTRACTOR. 9. ALL CHANGES IN THE SIDE OF "RUN" ON DRAINAGE PIPING SHALL BE MADE WITH REDUCING FITTINGS. ALL WATER SUPPLY PIPING SHALL BE SIZED TO PRODUCE VELOCITY NOT TO EXCEED 8FY/SECOND AND SHALL EIAVE A MINIMUM OF 8 P.S.I. PRESSURE AT EVERY FIXTURE. 10. EXPANSION COMPENSATORS AND ANCROR SHALL BE PROVIDED FOR EXPANSION IN HOT WATER PIPELINES. 11. PROVIDE SHUT-OFF VALUE ON ALL BRANCH-LINES TO EACH FIXTURE INCLUDING BRANCHES FROM MAIN. AND RISERS. 12. ALL WATER PIPING SHALL BE TYPE %" COPPER TUBING. 13. NEW HEATING AND HOT WATER UNITS SHALL BE MODIFIED TO SUIT NEW USAGE. LEGEND NOTE. THE DESIGN CODE IS THE NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE JANUARY 5 2005 GROUND SNOW LOAD IS 45 # / SQ. FT. WIND SPEED IS 110 MPH SEISMIC DESIGN CATEGORY "C" THIS PROPERTY IS NOT WITHIN ONE MILE FROM SHORE LINE 2'//////////////// EXIST. CONSTRUCTION TO REMAIN NEW EXTERIOR WALLS (SEE WALL DETAILS ON SHEET A2) NEW INTERIOR WALLS (SEEWALLDETAILSONsHEET A2) C~ STRUCTURAL NOTES (1.) ALL STRUCTURAL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE NEW YORk STATE BUILDING CODE AND WITH ALL RULES AND REGULATIONS IF ALL AGENCIES HAVING JURISDICTION. 2. SOIL BEARING VALUE IS ASSUMED TO BE TWO (2) TONS PER S.F. SUBJECT TO FIELD VERIFICATION, SOIL SHALL BE EXAMINED AND APPROVED FOR BEARING CAPACITY BEFORE FOOTINGS AND LAID. BEARING RESULT TO BE SUBMITTED TO BUILDING DEPARTMENT FOR THEIR REVIEW. 3. CONCRETE WORK SHALL CONFORM TO ACI 518 LATEST EDFRON AND THE NEW YORK STATE RESIDENTIAL CODE, IR CASE OF CONFLICT. THE NEW YORK STATE RESIDENTIAL CODE SHALL GOVERN. 4. NO FOOTINGS SHALL BE POURED ON FROZEN SOIL, OR WHEN TEMPERATURE IS 40 DEGREES AND IS DROPPING. 5. ALL FRAMING LUMBER SHALL BE HEMLOCK ( OR APPROVED EQUAL), STRUCTURAL GRADE WITH MINIMUM F-1 200 PSI, AND SHALL BE GRADE MARKED AT THE MILL PRIOR TO DELIVERY AT ME SITE. 6, NO JOINTS OR RAFTERS SHALL BE CUR OR NOTCHED, BETWEEN SUPPORTS WITHOUT CONSUL~NG THE ARCHITECT. 7, GROUT FOR STEEL COLUMN BASES TO BE NON-SNINK WITH F C = 5000 P.S.I, 8. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED 9. FABRICATION AND ERECTION OF ALL REW STRUCTURAL STEEL WORK SHALL CONFORMED TO THE ASIC SPECIFICATIONS FOR THE DESIGN. 10. ALL NEW STEEL SHALL CONFORM TO ASTM-36 11. ALL CONNEC~ONS SHALL BE WELDED USING E7OXX ELECTRODE BY CERTIFIED WELDER, OR BOLTED USING COMMON BOLTS, ~" DIAMETER, ASTM A-S07 (OR AS APPROVED BY ENGINEER), 12, FOOTING TO BEAR ON UNDISTURBED SOIL OR CONTROLLED STRUCTURALLY COMPACTED GRANULAR FILL HAVING A MINIMUM BEARING CAPACITY OF 5000 POUNDS PER SQUARE FOOT. 15, THE BOTTOM OF EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 5'-O" BELOW OUTSIDE GRADE OR AS INDICATED ON DRAWINGS & SOIL REPORT. ELECTRICAL NOTES 1. ALL ELECTRICAL AND TELEPHONE WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE HE FEDERAL STATE AND LOCAL AUTHORITIES ELECTRICAL CODES. 2, ND EXPOSED WIRING SHALL BE PERFORMED ~. ALL OUTLETS, TELEPHONE JACKS AND SWITCHES SHALL BE MOUNTED VERTICALLY. 4. TYPICAL DIMENSION FROM CENTERUNE TO CENTERLINE OF ADJACENT OUTLET lOXES SHALL BE 6'-0". 5. ALL ELECTRICAL OUTLETS SHALL BE 1'-6" ABOVE FINISH FLOOR (AFF) UNLESS OTHERWISE NOTED. 6. ALL BACK TO BACK OU~-ETS IN ADJOURNING ROOMS SHALL BE STAGGERED, 7. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE RUNNING OF AND INSTALLATION OD THE THERMOSTATS AND LINES AS CALLED FOR ON THESE DRAWINGS. B. ALL MATERIALS SHALL BB NEW AND CONFORM TO UNDERWRITERS LABORATORIES SPECIFICATIONS AND REGULATIONS. 9. ALL RECBPTACLES TO DE GROUNDED AND TO RECEIVE STANDARD 3-PRONG PLUG, UNLESS VOLTAGE AMPERAGE OR SPECIFIC NOTATION CALL FOR A DIFFERENT RECEPTACLE. 10. ALL LIGHT SWITCH SHALL BE GAUGED TOGETHER WHEREVER POSSIBLE, 11. PANEL LAYOUT TO CONFORM TO NEW POWER REQUIREMENTS. 12. CONTRACTOR SHALL CONNECT, DISCONNECT AND PROVIDE ANY NECESSARY RUNS TO CONFORM TO REQUIREMENTS. 1~. ELECTRICAL CONTRACTOR TO INSPECT THE EXISTING ELECTRICAL SYSTEMS AND TAKE WHATEVER NECESSARY STEPS TO ENSURE THE ELECTRICAL SUPPLY IS ADEQUATE FOR THE NEW INTENDED USE. 14. CONTRACTOR SHALL RE-ROUTE AS REQUIRED ALL EXISTING ELECTRICAL AND HEATING LINES, WHICH INTERFERES WITH NEW CONSTRUCTIONS. 15, INSTALL AS PBR OWNER'S DIRECTION ANY AND ALL TELEPHONE WIRING IN WALL PRIOR TO SHEET ROCKING ALL TEMPERATURE CONTROL WIRING SHALL BE SO RUN CONCEALED IN WALL, FLOOR AND OR CEILING. 16. ELECTRICAL WORK TO BE BOARD OF FORE UNDERWRITERS APPROVED, THIS APPROVAL SHALL BE OBTAINED BY ELECTRICAL CONTRACTOR. 17, CONTRACTOR SHALL REMOVE OR RELOCATE EXISTING ELECTRICAL BOXES, SWITCHES, OUTLETS, FIXTURES, ETC. AND MODIFY THE EXISTING ELECTRICAL SYSTEM TO SUIT NEW USE, ALL IN ACCORDANCE WITH NEW YOUR SATE ELECTRICAL CODE AND LOCAL AUTHORITIES REGULATIONS, 18. INSTALL ALL WALL SWITCHES AT 4'-0" ABOVE FINISH FLOOR TO CENTERLINE OF THE SWITCH UNLESS OTHERWISE NOTED. WALLS TO BE REMOVED. BEAM / HEADER SM,OKE DETECTOR CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE RESPONSIBLE FOR FIELD FIT AND QUALITY OF WORK, ND ALLOWANCES SHALL BE MADE IN BEHALF BF THE CONTRACTOR FOR ANY ERROR ON NEGLECT ON HIS PART, DESCRIPTION SECOND FLOOR FRONT YARD SETBACK AMENDED AS PER OBJECTION LETTER. AMENDED PLANS AS PER OWNER'S CHANGES. CARBON MONOXIDE DETECTOR GENERAL NOTES 1, THE GENERAL CONTRACTOR SHALL SUBMIT [N WRITING DETAILED, TRADE BY TRADE, SCHEDULE DF THE COMPLETE PROJECT INDICATING A COMPLETION DATE, B, THE GENERAL CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE RESPONSIBLE FDR FIELD VERIFYING QUALITY DF WORK, NO ALLOWANCES SHALL BE MADE IN BEHALF OF THE CONTRACTOR FOR ANY ERROR DR NEGLECT DN HIS PART, 3. ALL WORK SHALL CONFORM TD THE RULES AND REGULATIONS DF THE NEW YORK STATE RESIDENTIAL CBOE, AND THE NEW YORK STATE ENERGY CONSERVATION CODE, 4, DIMENSION FIGURES SHALL ALWAYS BE TAKEN IN PREFERENCE TO SCALING OF DRAWINGS, ALL DIMENSIONS AND CONDITIONS MUST BE FIELD VERIFIED BEFORE ORDERING MATERIALS, 5, ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION, INSPECTION OR ADMINISTRATION DF THIS CONSTRUCTIDN FROJECT, 6, ALL ELECTRICAL WORK SHALL BE UNDERWRITERS' APPROVED AND COMPLY WITH ALL STATE AND LOCAL CODES, 7, ALL SOFFITS ARE TD CDNTINUOS VENTED, 8, SEAMLESS LEADERS AND GUTTERS AT ALL NEW ROOF SLOPES, PROVIDE CONCRETE SPLASH BLOCK AT TERMINATION DF ALL LEADERS, 9, ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED, 10, CONTRACTOR TO PROVIDE FLASHING AT ALL EXTERIOR WALL OPENINGS AND RDDF INTERSECTIONS, STEP FLASHING WILL BE PROVIDED AT ALL CHIMNEYS IN CONTRACT WITH THE ROOF, ALL VENTED PIPES DR OTHER PROTRUSIONS SHALL BE PROPERLY FLASHED WITH BASE AND CAP FLASHING, 11, CONTRACTOR TO VERIFY ALL WORK WITH MECHANICAL AND ELECTRICAL CONTRACTORS TD COORDINATE LOCATION DF SLEEVES, PIPING, DUCTS, CONDUIT AND ELECTRICAL OUTLETS, 12, CAULK AND SEAM ALL JOINTS PROVIDING A POSITIVE BARRIER AGAINST THE PASSAGE DF AIR AND MOISTURE, 13, ALL CONTRACTORS SHALL CARRY PROPERTY DAMAGE AND PUBLIC LIABILITY INSURANCE AS REQUIRED BY OWNER, BUILDING MANAGEMENT AND GOVERNMENT AGENCIES HAVING JURISDICTION AS WELL AS STATUORY REQUIREMENTS FOR DISABILITY BY JOB CONDITIONS AND/DR OWNER'S REQUIREMENTS, INSURANCE SHALL PROTECT OWNER, ARCHITECT, AND ANY OTHERS FRDMLIABILITY DUE TD CONTRACTOR'S NEGLIGENCE, CERTIFICATES DF INSURANCES SHALL BE SENT TD OWNER AND DEPARTMENT DF BUILDING PERMIT PRIOR TD COMMENCEMENT DF ANY WORK. SMOKE DETECTOR NOTES (1.) SMOKE DETECTORS SHALL BE INSTALLED AS REQUIRED BY NYS BUILDING CODE. (2.) DETECTORS SHALL BE EITHER IONIZATION CHAMBER OR PHOTO-ELECTRIC TYPE AND TO COMPLY WITH RS 17-11. (5.) UNITS TO BE HARD WIRED WITH INSTALLATION TO COMPLY WITH RS 17-12. (4.) UNITS TO BE APPROVED BY BOARD OF STANDARDS AND APPEALS, ACCEPTED PERSUANT TO RULES AND REGULATIONS PROMULGATED BY THE COMMISSIONER OR LISTED BY AN ACCEPTABLE TESTING LABORATORY SUCH AS: (AD UNDERWRITERS LABS, NORTHBROOR, ILUNOIS. MEA LAB #1-69-L; (B) CANADIAN STANDARD ASSOC,, ONTARIO, CANADA,NRA LAB #881-80L. (5.) POWER SUPPLY TO BE DIRECT FROM BUILDING WIRING WITHOUT SWITCHES INCIRCUIT SO THAT UNITS IN CONTINUOUS OPERATION. (6) UNITS SHALL BE INSTALLED IN AREAS DESIGNATED ON PLANS THEY SHALL BE LOCATED ON OR NEAR THE CEILINGS AND WITH IN 15'0" OF ANY ROOMS USED FOR SLEEPING PURPOSES: FOR DWELLING UNITS WITH MULTIPLE LEVELS. WREN ANY LEVEL HAS INLY ONE MEAN OF EGRESS, UNITS SHALL BE PROVIDED ON ALL LEVELS. (7.) CBUNG MOUNT - CLOSEST EDGE OF UNIT SHALL BE MIN, OF 4" FROM ANY WALL (B) WALL MOUNT - CLOSEST EDGE OF UNIT SHALL BE A MIN. OF 4" AND A MAX. OF 12" FROM CEILING. CARBON MONOXIDE DETECTOR NOTES (1) HARDWIRED CARBON MONOXIDE DETECTORS SHALL COMPLIED WITH RS 17-15 AND INSTALLED IN ACCORDANCE ~TH 17-14. (2) SHALL BE PROVIDED IN EVERY DWELLING UNIT WITHIN 15 FEET OF THE PRIMARY ENTRANCE TO EACH BEDROOM, AND ALSO IN MECHANICAL ROOMS OVER 75 SQUARE FEET IN GROSS FLOOR AREA. REMOVAL NOTES 1. CONTRACTOR SHALL REMOVE ALL EXISTING WORK WHICH ARE NOT REQUIRED OR Will INTERFERE WITH NEW WORK EVEN IF NOT SHOWN ON THE DRAWINGS. 2. ALL REMOVAL OPERATIONS TO BE PERFORMED ACCORDING TO NEW YORK STATE BUILDING CODE AND LOCAL AUTHORITIES. 3. DEMOLITION AND REMOVAL Of REFUSE SHALL BE CARRIED ON PROGRESSIVELY AND SYSTEMATICALLY, MATERIAL SHALL NOT BE PERMITTED TO ACCUMULATE. CONTRACTOR TO PROVIDE DROP CLOTH AND OTHER DEVICES TO KEEP ADJACENT SPACES IN BUILDING AS CLEAN AS POSSIBLE, CONTRACTOR TO RESTORE AN PORTION ON HOUSE DAMAGED DURING ALTERATION. DESIGNER/DRAFTER LICENSED PROFESSIONAL 14, ALL CDNTRAC]DRS SHALL CHECK CONDITIONS AND TEXT ALL ELEMENTS UNDER THEIR JURISDICTIDN WITHIN WORK AREA, ANY ITEMS FOUND INCDNCSISTANT, FAULTY OR DAMAGED DUE TO BEMDLITIDN DR ACCIDENT SHALL REPAIRED PATCHED DR REPLACED AT DISCRETION DF ARCHITECT AND AT CONTRACTORS EXPENSE, BE 15. CONTRACTOR iS TB PROVIDE PROPER PROTECTION DF EXISTING AREA AND NEW WORK AND WHERE INADEQUATE PROTECTION IS PROVIDED, THE CONTRACTOR IS TO REFURNISH SURFACES AT HIS OWNER EXPENSE, 16, CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OR DEBRIS PRODUCED AS A RESULT DF ALL WORK BY THEIR SUBCONTRACTORS DR THEIR OWN INSTALLATIONS SHALL LEAVE AREAS BROOM CLEAN AFTER COMPLETION DF WORK, 17, ALL UNSATISFACTORY WORK SHALL BE REMOVED AR RE-EXECUTED ATND COST TD THE OWNER DR ARCHITECT, 18. ALL CHANGES WHICH RESULT IN EXTRA COST SHALL NOT PROCEED WITHOUT WRITTEN AUTHORIZATION BY OWNER, EXTRA COST PRDF'DSALS SHALL BE SUBMITTED TO OWNER FOR APPROVAL, 19, GENERAL CDNTRACTDR AND AKK SUBCONTRACTORS TD FULLY GUARANTEE THEIR WORK AND ALL MATERIALS FOR MIN, 1 YEAR STARTING FRDN THE COMPLETION DF THE JOB AND ACCEPTANCE DF THE COMPLETED PROJECT, 20, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CBNTRUCTIDNAGAINST DAMAGE BREAKAGE, COLLAPSE, DISTORTION AND MISALIGNMENT ACCORDING TD APPLICABLE CODE STANDARDS AND GOOD PRACTIVE, 81. GERNEAL CONTRACTOR TD PROVIDE ANY TEMPDRARY SHORING, UNDERPINNING, AND/DR TEMPORARY STRUCTURAL WORK REQUIRED F'DR THE ADEQUATE EXECUTIDN DF THE JOB. ED, ALL PARTITIONS ANB JOINTS ARE TD BE TAPED, SPACKLED ANB POLISHED SMOOTH AND READY TB RECEIVE PAINT DR WALL COVERINGS, ALL CORNERS TD RECEIVE METAL CORNER BEADS, 83, ALL WALLS TO BE PAINTED SHALL BE TAPED SPACKLERS AND PAINTED WITH TWO COAT DF PRIMER AND TWO COATS DF FINISH PAINT, 24. THE ARCHITECT SHALL NOT DE RESPONSIBLE FOR THE ACTS DF DIMENSIONS DF THE CONTRACTOR DR ANY SUBCONTRACTOR DR ANY DF THE CONTRACTOR'S DR SUBCONTRACTORS EMPLOYEES DR AGENTS, OR ANY OTHER PERSONS PERFORMING ANT OF THE WORK, IPLOT PLAN N.T.S PORTR REAR YARD WOOD BECK PROPOSED 1 STORY INTERIOR RENOVATION BULK REGULATIONS ADDRESS: 460 KALEIGH'S CT. EAST MARION, NY DISTRICT: 1000 SECTION: 051 BLOCK: 04 LOTS: 34 ZONE DISTRICT: R-40 ZONE 1. PERMITTED USE = RESIDENTIAL 2, LOT AREA = 149.94' x 262' = 40,05~ SF o,- . io s, TOTAL REQ'D MIN. LOT AREA = 10,000 S.F, EXIST. LOT AREA = 40,05B S.F. (OK) REQ'B MIN. LOT DEPTH = lO0'-O"" EXTG. LOT DEPTH = 147.75' (OK) REQ'D MiN. FRONT YARD = 50'-0" EXISTING FRONT YARD -- 45'-2" (NO CHANGE) SIDE YARDS: (1) REQ'D MIN. = 15'-0" EXISTING = 77'-6" (NO CHANGE) BOTH SIDE YARDS = 25'-0" EXISTING = 209'-6" (NO CHANGE) WIN, REQ'D REAR YARD = 55'-0" EXISTING REAR YARD = 77'-2" (NO CHANGE) MIN, REQ'D LIVABLE FLOOR AREA = 850 S.F. EXISTING LIVABLE FLOOR AREA = B50 S.F. (NO CHANGE) REQ'D LOT COVERAGE = 20 % EXISTING LOT COVERAGE -- 1512.40 S.F. * 100 = 5.78 % ~(OK.) 40053 S.F. MIN. REQ'D BUILDING HEIGHT = 35'-0' EXISTING BUILDING HEIGHT = 17'-6" (OK) REQ'D NUMBER OF STORIES = 2 ~ NUMBER OF STORIES = 1 (OK) t MAIN UNIVERSAL DESIGN & DEVELOPMENT PROJECTNAME HARRY DICKENSON P.E. P.O. BOX 4t32 HEMPSTEAD NY t 1550 PH. 718-397-9609 DRAWING NAME DA 4.03_08 ROAD (N.Y.S. Rte. 25) -- 23 S. FPJ NKLYN ST. HEMPSTEAD NY 11550 PHONE: (516) 693-0112 FAX: (516) 693-0114 460 KAYLEIGH'S CT. EAST MARION, NY. PLOT PLAN, NOTES, SCHEDULES, RISER DIAGRAM & LEGEND SCALE:As NOTED DR 3HECKBY: HD SHEET NUMBER A1 PAGE 1 OF 5 57'-11" EX,,TG. STRUCTURE TO REMAIN AS LS EXISTING ?RDER MA __ ,.~ i ~ EXIST. UNEXCAVETED I (TO MAINTAIN AS IS) EXIST. OPEN CELLAR E:XTG. GAS FURNACE 2-~:t~ ,~4"CONC' I I CELLAR FLOOR PLAN al 57'-11" EXISTINC 1/4" = 1'-0" EXISTING 16'-1f' STRUCTURE eXTG. STRUCTURE TO REMAIN AS IS / EXISTING ROOF BELOW EXISTING RIDGE BEAM BELOW EXISTING ROOF BELOW ROOF PLAN 3 1/4" = 1'-0" NOTE, THE DESIGN CODE IS THE NEW YORK STATE CONSTRUCTION CODE JANUARY ,3 200,3 GROUND SNOW LOAD IS 4-5 # / SQ, FT. WIND SPEED IS 110 MPH SEISMIC DESIGN CATEGORY "C" THIS PROPERTY IS NOT WITHIN ONE MILE NEW ADDITION 28'-T' PROPOSED NEW ROOF AREA 12'-5" EXTG. STRUCTURE TO REMAIN AS IS ASPHALT SHINGLES ONI 15~rT'EL~N I/2" PLYWOOD SHEETING ,_xa ROOF RAFTERS @ 16" O.C RAFTERS @ 16" O.C: /I RESIDENTIAL FROM SHORE LINE NEW 2x8 LEGEND ~NEW 2x6 R.R. @ D.C. EXIST. CONSTRUCTION TO REMAIN NEW EXTERIOR WALLS (SEE WALL DETAILS ON SHEET A2) NEW INTERIOR WALLS (SEE WALL DETAILS ON SHEET A2) WA!LLS TO BE REMOVED. BEAM / HEADER SMOKE DE~ECTOR CARBON MONOXIDE DETECTOR CONTRACTOR SHALL VERIFY ALL FIELD DNDITIDNS AND DIMENSIONS AND BE FOR FIELD FIT AND QUALITY DF WDRK, ND ALLOWANCES SMALL BE MADE IN BEHALF DF THE CONTRACTOR FOR ANY ERROR ON NEGLECT DN HIS PART, ALL NEW DOORS & HARDWARE SHALL BE FURBISH BY CONTRACTOR AT OWNER'S SELECTION. KITCHEN CABINETS SHALL BE FURBISH BY EXIST, WOOD DECK OWNER. 57'-11" il EXTG. STRUCTURE TO REMAIN AS IS ............. =. ~ ~ ~"'~"%-; ~CXW15 WileD. ,DC. NEW 6~0._' EXIST. BEDROOM RE-ARRANGE ~ )1 (TO REMAIN AS IS) ~IRES' ~ i :¢1 · ~ CELLARD~ FLOORS TO BE SANDED. ~ ?ER W/ N' W j~, ~J(~. NEW ~" OR ~" LAYER OF ~ ITUB ,~ --L- SHEETROCK PaNEl SHALL BE APPLIED TO ALL INTERIOR WALLS & CEILINGS THROUGHOUT. · WALLS TO BE PRIMED WITH 2 EXtG. ~JB -~ . FINISHED COATS OF PAINT "~ I i! THROUGHOUT WITH OWNER'S (TO REMAIN AS IS) SLIDING DR. EXTG. SLID DESCRIPTION SECOND FLOOR FRONT YARD SETBACK AMENDED AS PER OBJECTION LIEITE R, 2 AMENDED PLANS AS PER OWNER'S CHANGES, CHOICE OF COLOR. RE-ARRENG HEDRAX, NE ~'-0" NEW TILES DR, WALLS TO CL. EXIST. BEDROOM (TO REMAIN AS IS) THE FIXTURES SHOWER. FLOORS TO BE SANDED. NEW ~" OR ~" LAYER OF SHEETROCK PANEL SHALL BE APPLIED TO ALL INTERIOR WALLS & CEILINGS THROUGHOUT. WALLS TO BE PRIMED WITH 2 FINISHED COATS OF PAINT THROUGHOUT WITH OWNER'S CHOICE OF COLOR. CL. NEW DINING AREA (CATHEDRAL CEILING) CL. 1(-6" NEW CXW15 WINDOW NEW CXW15 WIINDOW EXISTING 1/4" = 1'-0" FIRST FLOOR HANDRAIL AS PER CODE PLAN -- t/a' EXTERIOR GRADE PLYWOOD SHEATHING 2x4 WOOD SUTD @ 16" D.C. -- RI15 ~ATT INSULATIDN -- (1) ONE LAYER FC ~" ,GYP BD. -- AIR INFILTRATION BARRIER BY "TYVEK" OF EQUIVALENT DOUBLE 5" VYNIL CLAD AUUM SIDING FACE DF STUD Exterior Wall SCALE: 1 1/2"= I'-0" DESIGNEPJDRAPTER LICENSED PROFESS]ONAL (2)i2XlO HEADER TO ! 13'-7" '~XlST. LIVlNG ROOM '~W CATHEDRAL CEILING) FLOORS TO BE SANDED. NEW ~" OR ~" LAYER OF SIDE NEW SHEETROCK PANEL SHALL BE APPLIED TO ALL INTERIOR ~ CEILINGS THROUGHOUT. WALLS TO DE PRIMED WITH 2 FINISHED COATS OF PAINT THROUGHOUT WITH OWNER'S CHOICE OF COLOR. 1B'-10" EXIST. GARAGE REF. (TO REMAIN AS IS) COUNTER NEW CERAMIC FLOORING. WALLS TO BE PRIMED AND REMOVE EXISTING CEILING AND PAINTED THROUGHOUT. PROVIDE NEW GYPSUMBOARD, NEW CABINETRY WORK. REPLACE EXISTING WINDOW. EXIST. KITCHEN (TO BE REMODEL) NEW CW235 WlNDO · V2" DIA. STL. POST W/ B" DIA. DECO. COL. GYPSUM BOARD ON EACH SIDE (WE ~a "GYPSUM BD. @ TOILET SIDE) STUDS @ 16" 0. C. 25'-8" -3 ~) Interior Partition NON BEARING SCALE: 1 1/2' UNIVERSAL DESIGN & DEVELOPMENT \ / \ / \ / <~2 Hour Interior Partition SEAL PROJECTNAME , DRAWING NAME 23 S. FRANKLYN ST. HEMPSTEAD NY 11550 PHONE: (516) 693-0112 FAX: (516) 693-0114 HD 460 KAYLEIGH'S CT. EAST MARION, NY. HARRY DICKENSON P,.E. PROPOSED FLOOR PLANS & ROOF PLAN SCALE:As NOTED DRAWNBY: DR 3HECKBY: P.O. BOX 4132 HEMPSTEAD NY 11550 PH. 718-397-9609 SHEETNUMSER A2 PAGE_2_OF_5 GRADE [--LL, II AREA OF EXIST, ROOF STRUCTURE (TO REMAIN AS IS) NEW ROOF AREA-- NEW CASEMENT WINDOW AREA OF EXIST, STRUCTURE TO~ REMAIN AS IS~ NEW CASEMENT WINDOW 3 ~" DIA. S~ POST W/ 8" DIA. DECO. COL. NEW ~'-2" CASEMENT ~NDOW ~ AREA OF EXIST. STRUCTURE TO REMAIN AS IS) GRADE II PROPOSED 1/4" = 1'-0" FRONT ELEVATION GRADE --NEW ROOF AREA ,/~EA OF EXIST. ROOF STRUCTURE (lO REMAIN AS IS) ,'/AREA OF EXIST. STRUCTURE REMAIN AS IS) EXTG, ~G NEW 8" NEW 2 10 X 5' 8" WIND. CASEMENT WIND. //~REA OF EXIST. STRUCTURE TO REMAIN AS IS) 7 II PROPOSED 1/4" = 1'-0" REAR SIDE ELEVATION GRADE 4" SOIL STACK TO ROOF NEW 1/2 BATHROOM 2" BRANCH VENT ~" . EXTG. HOUSE TRAP-~, L~ANIIARY LINE '" CONNECTED TO SEWER J_~2." VENT J STACK TO I ROOF EXTG. BATHROOM 2" BRANCH VENT ] 1 I W!D.~ NEWITUB NEW BATHROOM 2" BRANCH VENT 1 T PLUMBING RISER DIAGRAM /I N.T.S ROOF IST FLOOR CELLAR NEW ~-0 GRADE AREA OF EXIST. STRUCTURE TO~ REMAIN AS IS) I I I I II II PROPOSED 1/4"= 1'-0" RIGHT SIDE ELEVATION CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE RESPONSIBLE FOR FIELD FIT AND QUALITY DF ~ORK, ND ALLOWANCES SHALL BE ~ADE IN BEHALF DF THE CONTRACTOR FOR ANY ERROR DN NEGLECT DN HIS PART, DESCRIP~ON AMENDED PLANS AS PER OWNER'S CHANGES. NEW RIDGE BEAM __-- E]_ NEW 3'-0" X 4'-2" CASEMENT WINDOW NEW 3'-0" X 4'-2" CASEMENT WINDOW JAREA OF EXIST. STRUCTURE TO II 3 PROPOSED 1/4-"= 1'-0" LEFT SIDE ~ENSED PROFESSIONAL UNIVERSAL DESIGN & DEVELOPMENT HARRY DICKENSON P.E. P.O. BOX 4132 HEMPSTEAD NY 11550 PH. 718..397-9609 3EAL PROJECTNAME 23 S. FRANKLYN ST. HEMPSTEAD NY 11550 PHONE: (516) 693-0112 FAX: (516) 693-0114 460 KAYLEIGH'S CT. EAST MARION, NY. {AWING NAME DAT~)4-0 3-0 81SDAL~:AS NOTED PROPOSED EXTERIOR ELEVATIONS & PLUMBING RISER DIAGRAM ID~WN.Y= DR I°HEcKSY: HD DIA, S]L POST NEW 3'-0" GRADE I I I I SHEETNUMBER A3 PAGE 3 OF 4 lsd NAIL GYPSUM WALL HOARD WITH CHAPTER 7 GYPSUM WALL BOARD INSTALLED IN ACCORDANCE W~TH CHAPTER 7 (INTERIOR) NAIL AT 24 IN. O,C. -- CORNER AND (~ PARTITION POSTS NOTCH GREATER THAN 50 PERCENT OF THE PLATE WIDTH TOP PLATES / ~eXTERlOr OR BEARING WALL GAGE (0.054 IN.) AND IN W1OE METAL TIRE CROSS WITH 8-16d NAILS EACH SIDE TOP PLATE FRAMING TO G ACCOMMODATE PIPING STAGGER JOIST 4 IN. OR USE SPLICE PLATES SINGLE OR DOUBLE SEE SECTION R602.5.2 TOP PLATE --~, / HEADER SEE TABLES R502.5(1) AND R502,5(2) JACK STUDS OR TRIMMERS WALL STUDS SEE SEC~ON R6025 1/2" ANCHOR COLTS EMBEDDED'~..I ~ SILL PLATE FOUNDATION ~ FT. O.C, MAX. ~' ~FLOOR JOISTS DETAIL OF JACK STUDS Bd NAIL AT 6 IN. O.C (ALL PANEL EDGES) / ~JRAL PANEL TABLE RB02,3(1) FRAMING MEMBERS NOT AT PANEL EDGES EXTERIOR OUT SIDE (~) CORNER FRAMING SCALE: 1/4-"=1'-0" ~Z Z NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR ~4 WALLSAND BEARING WALLS WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE WITH TABLE R602.3(1) Bd NAIL AT 6 IN. O.C. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES AND 12 IN. O,C. ON ALL FRAMING NOT AT PANEL EDGES EXTERIOR IN SIDE CORNER FRAMING spec[Red nails In SIMPSON G STRONG-TIE CS16 SCALE~ N.T,S AT 48'DC SIMPSON STRONG-TIE LUS28 AT EACH CONN. SIMPSON ~ STRONG-TIE RR SCALE: N.T,$ AT EACI'I RALF3ER ~Slmpson H.~~'~j Hurricane Tie When Sheathing to top of Top Plate STUDS OR TRIMMERS ' 2/2x$ · PROPOSED NOT TO SCALE CATH E DRAL CEILING DETAIL EXIST SHEATHING EXIST STUDS 2XB BLOCKING STHD 2X4 LEDGER 3 8" ~ LAG,, B~LTS O 32 Ridge Vent Detail EXHAUST -- ALUNM COUNTER FLASHING BASE PLASHING AT 48" O.C. TOP PLATES BOARD HOLE MAX. OIMETER 40 PERCENT OF STUD DEPTH NOTCH MUST NOT EXCEEO 25 PERCENT OF STUD DEPTH / BOARD HOLES SHALL NOT BE LOCATED IN THe SAME CROSS ~SEC~ION OF CUT OR NOTCH IN S~UD IF HOLE tS BE~EEN ¢0 PERCENT AND ,60 PERCENT OF STIJD DEPTH. THEN STUD MUST BE DOUBLE AND NO MORE THAN TWO SUCCESBIVE STUDS ARE DOUBLEO AND SO BORED (~) SECTION Z-Z MINIMUM CLEAR HEAD ROOM SHALL BE HARD ~ HANDRAIL W, 1 ~" MIN, FIRCER CEEN~ANCE & NOT PROJEC'[INO MORE ]BAN 3 ~' FROM I FLABE SPREAD RA]ING OF BANDR^IL NOT TO EXDEED HABRAIL ON ONE SIDE NO3E: 3HIS DET~JL APPUES TO CLASS II BUILBINO BUILDINGS NOT EXCEEDING 3 STORIES IN HEIGTH. (~ ,L, EDGER DETAIL Rafter Top Plate --ALTERNATE-- Simpson Hurricane Tie H-2 Rafter to Stud Below When Sheathing Not to top of Top Plate RDDF CONSTRUCTIDN 235ff ASPHALT-FIBER GLASS RDDF SHINGLES ON 15# BUILDING FELT ON l/O" < PLYWOOD SHEATING ON 2"X10" RDOF RAFTERS o 16" D,C, WITH R-SO ALUMINUM / STER wire 2XB R.~,i (2) ,~" O.C. W/ R-5~Ol 72" O.( II EXIST, KITCHEN , · EXISTIN (TO BE REMODEL) .. II II LAYERS OT 5/8' G'6~SUM BOARD SOFFIT (l~PE =X"), Typical Wood Stairs Detail GRADE II II EXTG. CONC. BLOCK FDN. WALL EXTG. 3~" DIA. STL. COL. ON 24"X24"X12" CONC. FTG. CROSS SECTION 1/4" = l'-o" EXISTING 2X4 TRUSS 'RACTDR SHALL VERIFY ALL FIELD AND DIMENSIONS AND BE [SPONSIBLE FOR FIELD FIT AND QUALITY WORK, NO ALLOWANCES SHALL BE IN BEHALF DF THE CONTRACTOR FOR ~Y ERRDR DN NEGLECT DN HIS PART, DESCRIPTION LICENSED PROFESSIONAL AMENDED PLANS AS PER OWNER'S CHANGES, EXTG. CONC. BLOCK WALL 2x8 TIES WITH 3OLTD © 2X8 LEDGER LAGS @ 24" O, WALL EXIST· LIVING ~EMOVED (TO BE REMODEL) UNIVERSAL DESIGN & DEVELOPMENT HARRY DICKENSON IP.E. P.O. BOX 4t 32 HEMPSTEAD NY t'1550 PH. 718-397-9609 SEAL PROJECT NAME ]HAWING NAME 0^T~)4.03-08 No Scale GRADE 23 S. FRANKLYN ST. HEMPSTEAD NY i 1550 PHONE: (516) 693-0112 FAX: (516) 693-0114 460 KAYLEIGH'S CT. EAST MARION, NY. CROSS SECTIONS & DETAILS SCALE:AS NOTED DRAWNBY: DR OHEOKBY: HD SHEET NUMBER A4 PAGE_4_OF_4