Loading...
HomeMy WebLinkAbout41744-Z �DSUFPG4coG Town of Southold 8/24/2017 0 P.O.Box 1179 d' 53095 Main Rd �yo�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39171 Date: 8/24/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2385 Nokomis Rd, Southold SCTM#: 473889 Sec/Block/Lot: 78.-342.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/9/2017 pursuant to which Building Permit No. 41744 dated 6/19/2017 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: "as built"rear outdoor shower stallfront deck and covered front stoop additions to an existing one family dwelling as applied for. The certificate is issued to Boergesson,Carl of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 8/21/2017 So h Plumbin Heating �& ,4* 0 t ed Signature =f TOWN OF SOUTHOLD �SufFoc,r�oG BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41744 Date: 6/19/2017 Permission is hereby granted to: Boergesson, Carl Attn: Carol Delong PO BOX 1135 Southold, NY 11971 To: legalize "as built" additions and alterations to an existing single family dwelling as applied for. At premises located at: 2385 Nokomis Rd, Southold SCTM # 473889 Sec/Block/Lot# 78.-3-42.2 Pursuant to application dated 6/9/2017 and approved by the Building Inspector. To expire on 12/19/2018. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $507.20 CO -ALTERATION TO DWELLING $50.00 Total: $557.20 -Wilding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. / V/7 New Construction: Old or Pre-existing Building: �✓ y (check one) Location of Property: g ?gs A66 I( Rd SO cl �-Ir) House No. Street Hamlet Owner or Owners of Property: CCSr 0 0 Suffolk County Tax Map No 1000, Section S Block Zoo Lot J Subdivision Filed Map. Lot: Permit No. 1i Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ '� Applicant Signature t\pf SOU o Town Hall Annex D Telephone(631)765-1802 54375 Main Road P.O.Box 1179 p DD Southold,NY 11971-0959 O ' AUG 2 2 2017 BUILDING DEPARTMENT BUH,DING DEPT. TOWN OF SOUTHOLD TOWN OF SOUTHOLD CERTIFICATION Date: 1-21-17 /&/010 /1rec4J4)qC,.9 Al 411771 (-d' -So62ee .�4 tee: Building Permit No. 7 L Owner: (Please print) Plumber: (Please print I certify that the solder used in the water supply system contains less than 2/10 f1% lead. (PWril6d6s S&-Sture) Sworn to before me this a S day of AijaUf5L, 20 1� CLC-W e Notary Public,5urfjt—County TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2 OL'b h0� Ol0 so N O i old Comm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL FINAL) REMARKS: if{F�MfN YPOP 1 PiciD DATE W91 INSPECTOR ri r 1 'i O' ' •� w r fl � �i • 1 ' • O 11 • IC 1 STATE RN3PdY 60DE EAMMINIA • 6 i� !1��"! �r�'���i� !� �•' ,� ► r " / � r ,° ' ell +� �f1. � r �1 • • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST ' BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 X Survey South oldTown.NorthFork.net PERMIT NO. 1-7 l -1 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form 9 Contact: Approved Y7 20 l Mail to: Disapproved a/c Phone:(SIQ SO 7—702 A0 7 Expiration ,20 D 199F=5VF Buil tng Inspector D 9 2017 APPLICATION FOR BUILDING PE JUN e _ Date / , 201 -2 BUILDING DEPT- INSTRUCTIONS 10" Oi5®onT �MOSUbe 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 waterway's. 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 shal l 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. 4� (Signature of applicant or n e,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises fid' l o erC .SO s on the tax roll or latest deed) If applicant is a corporation; signature of duly authorized officer (Name and;title ofYcorporate,officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which pro osed wor ill be done: C239� �/'� A-0ni�c S',U 0� House Number Street Hamlet County Tax Map No. 1000 Section Block Lot t�„? Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy �7`S ��/r / tied- ,?r','CX a!xz 1"m 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front �',- _ ' ` `Rear Depth Height Number of St 'ries 6 8. Dimensions of entire new construction: Front Rear "' Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO \/ * YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CpNNIjk t),BUN0I-1 Notary Public,State of Nov YOfk (S)He is the No.01BU6185050 (Contractor,Agent, Corporate Officer, etc.) Commission Expires April 14,2 ba (D of said owner or owners; and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;'and that the work will be performed in the manner set forth in the application filed therewith. S orn o before me this day of 20� 0/'1:) f YV--Pi�um Notary Public Signature of Appl' nt Scott A- Russell ZSUF SUPERVISOR IM AN-A�GIEMtIEN`7F SOU HOLDTOWNHALL-P-O.Box 3179 p ] 53095 Main Road-SOU -HOLD,NEWYORK 11971 Town of,So u th o L(h C-11"TER 236 - ST0PMWATFR MANAGEMENT YORK SHEET (TO BE COMPLETED BY THE APPLICANT) , ---- ------ - - -- -- - . - - - - - Yes No roxcx ALL THAT APPLI - A_ Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. filling involving more than 200 cubic yards of material EJ[� B. Excavation or "Within any parcel or any contiguous area_ El F� C_ Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance_ ❑[° D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area_ 1 E_ Site preparation within the one-hundred-year floodplain as depicted 0n-.FIRM Map of any watercourse_. Fl l ] F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. ]f you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Cbapter 236 does not apply to your project. If you answered YEs to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Departmenl_withyouur Building Permit Application. APPLICANT- (Property Owner,Design Professional,Agent,Contractor,Other) - S.0 T1vl_ "`: 1000— Dote Distric r , _? NAME /�{est P �f c)0 i� ,p /1 Section Block Lot 7 t-Ot1 BUILDING DL�jtf'"IZ.r 1 T L i ;1_=` (•matt Inlolrn]tlort 6)SO-7-7�9� Reviewed By: f"`-P — — — — — — — — — — — — — — — — — — Date -Propeny Address / Location of Construction-Work- — — — — — — — — — — — — — — — — f, � p I Approved for proces�tng Building Permit /J/ / 0 ) Ay ® ,/� — — Stormwater Mnn3gement Control Plan Not Required. - Ic [^ nee; for P-%.-,-%v) FORM SMCP - TOS MnY 201-i c , )ATE:�l I B.P.,# !' `Y UILDING DEP AR_, ARTMENT AT 7-'5 ;802 3AM TO 4PM,'FOR THE FC}LLOWING INSPECTIONS: I. FO.JNDATION;,-,TWO.-REQUIRED FOR POURED,;CONCRETE 2. ROUGH --FRAMING`& PLUMBING 3. INSULATION -- 4. FINAL,- CONSTROCTI0N,MUST BE COMPLETE FOR-C.O: ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW 7 YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. I NEW YORK-$-TATE & TOW CODE S AS RCC UI9;Ei� .� COi` D71 Nc-3 OF SOUT c 'SOUTHOLD TONN PLANNING BOARD, SOUT, L - 14 -'RUSTEES N.Y.S.DEC OCCUPANCY :. USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE, I . REQUIREMENTS TYPICAL CONCRETE NOTES GENERAL NOTES GENERAL MAINTAIN NOTES FOR STRUCTURE a L CONCRETE SHALL BE A MINIMUM PC 3500 PSI AT 28 DAYS FOR FOOTINGS, EXISTING PREVIOUSLY 1. ALL ( ) 1. ALL WORK TO CONFORM TO BUILDING &RESIDENTIAL CODE OF THE STATE OF NEW YORK, TOWN CONSTRUCT RK FOUNDATION WALLS AND SLAB.ALL CONCRETE SHALL BE INSTALLED IN OF SOUTHOLD BUILDING CODE,NATIONAL ELECTRIC CODE AND ANY OTHER AUTHORITIES HAVING WIND LOADS (BUILDING COMPONENTS ONLY) ACCORDANCE WITH THE MOST CURRENT ACI CODE. JURISDICTION. 1. CONSTRUCTION OF THE EXI PORCH AND DECK BASEMENT STAIR WAS BUILT CIRCA 1990. 2. FOOTING SHALL BEAR ON ON DISTURBED SOIL WITH A MINIMUM SOIL BEARING 2, ONLY CHECKED WORKING DRAWINGS AND COPIES OF APPROVED PLANS SHALL BE USED FOR 2. ALL MAINTAIN WORK SHOWN ON THESE DRAWINGS HAVE BEEN CONSTRUCTED PRIOR TO LOADS ARE CALCULATED FOR AN ENCLOSED STRUCTURE BASED ON A 110 MPH DESIGN CAPACITY OF 2 TONS PER SQUARE FOOT. LAYERING OUT THE WORK. THE 1989 ENERGY CONSERVATION CODE AND THE 2003 BUILDING CODE. WIND SPEED.ALL SIDES OF THE STRUCTURE ARE ASSIGNED THE WORST EXPOSURE FACTOR FOR THE SITE AS LISTED BELOW. 3. IF DURING EXCAVATION THE CONTRACTOR EXPOSED WET SOIL,POOR SOIL,OR 3. OWNER IS ACTING AS GENERAL CONTRACTOR. 3. THE WORK SHOWN ON THESE DRAWINGS REPRESENTS ACTUAL"AS BUILT"CONDITIONS LOAM SOIL,A SOIL BORING MUST BE TAKEN IN THE FRONT AND REAR OF THE AND/OR ANY ADDITIONAL CORRECTIVE CONSTRUCTION WORK REQUIRED TO COMPLY WIND LOAD DESIGN DATA REQUIRED SECTION PROPERTY.ALL UNSUITABLE SOIL MUST BE REMOVED AS PART OF THE PROJECT. 4. CONTRACTOR/OWNER IS RESPONSIBLE FOR FILING AND OBTAINING ALL REQUIRED PERMITS& WITH MINIMUM NEW YORK STATE RESIDENTIAL BUILDING CODE STANDARDS,SUCH WIND EXPOSURE FACTOR B R301.2.1.3 4. CONCRETE MASONRY UNITS SHALL BE GRADE G FOR NO EXPOSURE.SOLID LOAD APPROVALS PRIOR TO STARTING ANY WORK. CORRECTIVE WORK IS TO BE THE SOLE RESPONSIBILITY OF THE OWNER. HEIGHT AND EXPOSURE FACTOR (ROOF HT.30"-0") 1.00 R301.2(3) BEARING BLOCK TO COMPLY WITH ASTM C-145-LATEST. BASIC WIND SPEED 130 MPH R301.2(4) 5. ANY DISCREPANCIES IN THE PLANS,SPECIFICATIONS,NOTES,DETAILS OR THE SIZES,SPACING AND 4. ALL EXISTING CONDITIONS HAVE BEEN DETERMINED/BASED UPON A LIMITED VISUAL, END ZONE WIDTH: 10.0 FT. 5. MORTAR IS TO COMPLY WITH ASTM C-270-LATEST;TYPE M.WALLS ARE TO BE DIRECTION OF EXISTING FRAMING SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT NON-DISTRUCTIVE EXAMINATION AND HAVE BEEN DRAWN TO REFLECT THE CURRENT CODE BONDED INTEGRALLY WITH DUR-O-WALL REINFORCING. BEFORE PROCEEDING WITH THE WORK. REQUIREMENTS.THE OWNER WILL BE REQUIRED TO MODIFY THE EXISTING STRUCTURE TO SUBJECT PROPERTY IS IN A WIND BORNE DEBRIS REGION AS PER SECTION L NOTES REFER TO FOUNDATION WORKCOMPLY WITH THESE SUBMITTED PLANS. R301 .2. 1 .2 O F THE BUILDING CODE OF NEW YORK STATE 6. SEE FOUNDATION PLAN FOR ADDITIONAL 6. DRAWINGS ARE NOT TO BE SCALED,ONLY FIGURED DIMENSIONS ARE TO BE USED. 5. THE ARCHITECT HAS NOT BEEN RETAINED FOR ANY SUPERVISION OR OBSERVATION OF THE 7. CONTRACTOR/OWNER TO VERIFY ANY GRADE CHANGES,DISCREPANCIES WITH THE PLANS MUST WORK,AND HIS RESPONSIBILITY IS LIMITED TO THE ACCURACY OF THE PLANS. THERMAL & MOISTURE PROTECTION BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING THE WORK. SNOW LOADS (BUILDING COMPONENTS ONLY) 6. ANY OMISSIONS OR CHANGES IN THESE DRAWINGS SHOULD BE BROUGHT TO THE SNOW LOAD DESIGN DATA SECTION R301.2.3 8. CONTRACTOR/OWNER IS RESPONSIBLE TO OBTAIN ALL REQUIRED INSPECTIONS. ATTENTION OF THE ARCHITECT PRIOR TO ALL CONSTRUCTION BY THE CONTRACTOR OR WOOD FRAMED CONSTRUCTION,COLD-FORMED STEEL FRAMED CONSTRUCTION MASONRY 1. PROVIDE TWO(2) LAYERS OF 15#ASPHALT SATURATED FELT BUILDING PAPER OVER OWNER. PLYWOOD AT ROOF AND EXTERIOR SHEATHING.UNLESS OTHERWISE NOTED. 9. CONTRACTOR/OWNER IS TO VERIFY WITH UTILITY COMPANY THE LOCATIONS OF ANY PIPES,TANKS AND CONCRETE CONSTRUCTION IN REGIONS WITH GROUND SNOW LOADS OF 70psf LESS, OR UTILITIES THAT MAY BE IN CONCEALED SPACES OR UNDERGROUND. IF ANY EXISTS THEY ARE TO 7. FOR ALL OTHER GENERAL NOTES/REQUIREMENTS REFER TO GENERAL DETAIL AND NOTES SHALL BE IN ACCORDANCE WITH CHAPTER 5,CHAPTER 6 AND CHAPTER 8.BUILDING IN 2, PROVIDE A SILICONE SEALANT AROUND ALL WINDOWS AND DOORS AT JUNCTION BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING THE WORK. SHEETS. REGIONS WITH GROUND SNOW LOADS GREATER THAN 70 psf.SHALL BE DESIGNED IN WITH EXTERIOR WALLS AND WHERE TWO DISSIMILAR MATERIALS MEET. ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE AND ASCE 7. 10. THE COIITRACTOR SHALL BRACE,SHORE REINFORCE,AND/OR UNDERPIN ALL NEIGHBORING 3. PROVIDE TROWEL ON DAMPROOFING ON ALL FOUNDATION WALLS FROM GROUND SNOW LOADS LIVE LOAD FIGURE R301.2(5) FINISHED GRADE DOWN TO BOTTOM OF FOOTING. STRUCTURES AS REQUIRED FOR SAFE OPERATION. T H ES E CO NSTRU CTI O N D O C U M E N T S GROUND SNOW LOAD* (LONG ISLAND) 25 psf 4. PROVIDE A 2 MIL.POLY VAPOR BARRIER ON THE INTERIOR FACE OF ALL EXTERIOR 11. ALL SITE DEVELOPMENT INCLUDING RETAINING SIDEWALKS,PLANTINGS,ETC.BY OTHERS. H A V E B E E N PREPA RED T O M A I N T A I N *DENOTES ADDITIONAL DRIFT SURCHARGE TO BE ADDED TO LOW ROOF LOADS. WALLS AND CEILINGS.UNLESS OTHERWISE NOTED. 12, CURBS,CURB CUTS,AND PAVING MUST CONFORM WITH ALL REGULATIONS AND REQUIREMENTS AN EXISTING BUILT STRUCTURE , THAT W A S 5. PROVIDE CONTINUOUS INSULATION BAFFLES IN ALL CATHEDRAL CEILINGS AND AT OF THE DEPARTMENT OF PUBLIC WORKS BUILT PRIOR T O THE PASSAGE O F THE 2003 N Y S B C ALL EAVES. STRUCTURAL DESIGN LOADS 13. BY THE TOWN. OWNER SHALL MAINTAIN WORKMAN'S COMPENSATION INSURANCE AS REQUIRED AND ENERGY CODES. ANY REQUIRED CORRECTIVE UNIFORM DISTRIBUTED LIVE LOAD TABLE TABLE R301.5 6. PROVIDE INSULATION ON ALL PIPING WITHIN UNHEATED SPACES,I.E.BASEMENT, BY THE TOWN. SPACE / USE DEAD LOAD LIVE LOAD ATTIC,ETC. M E A S U R E S W I L L H A V E T O B E a. 14. ALL SITE.DEVELOPMENT,ALL LABOR,MATERIALS AND CONSTRUCTION SHALL COMPLY AND ATTICS WITH LIMITED STORAGE 20 psf 7. PROVIDE FLASHING AT ALL ROOFS,PENETRATIONS,VALLEYS,HIPS,WALLS,OR CONFORM WITH ALL RULES, REGULATIONS,CODES,AND LOCAL AUTHORITIES HAVING INSTALLED IN ACCORDANCE WITH THE ATTICS WITHOUT STORAGE 10 psf OTHER INTERSECTIONS,OVERHEAD OF ALL OPENINGS AND UNDER SILLS OF ALL JURISDICTION OVER THE WORK DESIGN CRITERIA: 2016 NYS RESIDENTIAL CODE DESIGN CRITERIA DECKS 40 psf WINDOWS AND DOORS. ALL FLASHING IS TO BE CONTINUOUS ALUMINUM,WITH A NYS BUILDING CONSTRUCTION CODE EXTERIOR BALCONIES 60 psf MINIMUM OF 8"COVER ALONG BOTH SURFACES.STEP ALL FLASHING AS NYS ENERGY CONSERVATION CODE FIRE ESCAPES 40 psf NECESSARY TO PASSENGER VEHICLE GARAGES 50 psf EXPOSED TO PROPER FLASHING PROTECTION.CAULK ALL JOINTS O WEATHER. 15. THE ARCHITECT HAS NOT BEEN RETAINED FOR ANY SUPERVISION OR OBSERVATION OF THE WORK, 2016 NYS RESIDENTIAL CODE DESIGN CRITERIA ROOMS OTHER THAN SLEEPING 40 psf AND H!3 RESPONSIBILITY IS LIMITED TO THE ACCURACY OF THE PLANS.CONTROLLED INSPECTIONS SLEEPING ROOMS 30 psf 8. ALL WORK SHALL CONFORM TO THE NEW YORK STATE ENERGY CONSERVATION ARE TO BE BY OTHERS. CONSTRUCTION CODE. LATEST EDITION. IN ACCORDANCE WITH NYS BUILDING CODE(2016),THE FOLLOWING PARAMETERS AND DESIGN STAIRS 40 psf LOADS WERE UTILIZED IN THE STRUCTURAL ANALYSIS OF THIS PROJECT SNOW LOAD* 20 psf 9. THIS PROJECT IS DESIGNED IN ACCORDING TO CHAPTER 6 OF THE EDDDNYS USING 16. CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AS REQUIRED AND BE RESPONSIBLE FOR FITTING GUARDRAILS AND HANDRAILS 200 psf NEW CONSTRUCTION TO EXISTING CONDITIONS. 1. BUILDING AND STRUCTURES,AND ALL PARTS THEREOF,SHALL BE CONSTRUCTED TO SAFELY GUARD IN-FILL COMPONENTS 50 psf SIMPLIFIED PRESCRIPTIVE REQUIREMENTS METHOD. SUPPORT ALL LOADS,INCLUDING DEAD LOADS,LIVE LOADS,ROOF LOADS,FLOOD LOADS, FLOORS 10 psf 17. ALL GYPSUM BOARD TO BE 1/2"TAPERED EDGE"SHEETROCK",TAPED AND SPACKLED (THREE SNOW LOADS,WIND AND SEISMIC LOADS AS PRESCRIBED BY THE CURRENT CODE. ATTICS 10 psf TYPICAL STAIR NOTES COA?`?. �R EQUAL,UNLESS OTHERWISE NOTED ON DRAWING. 2, THE CONSTRUCTION OF BUILDING AND STRUCTURES SHALL RESULT IN A SYSTEM THAT ROOFS 15 psf � 18. ALL GL,',2"NG SIZES ARE INDICATED ON THE PLANS AND ELEVATIONS.INSTALL AS PER PROVIDES A COMPLETE LOAD PATH CAPABLE OF TRANSFERRING ALL LOADS FROM THEIR REFER TO DRAWINGS FOR ADDITIONAL INFORMATION 1. ALL EGRESS STAIRWAYS ARE NOT TO BE LESS THAN 36"WIDE.HANDRAILS ARE MANun=4CTURES SPECIFICATIONS.ALL WINDOWS SHALL BE INSULATED,HIGH PERFORMANCE POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. *DENOTES ADDITIONAL DRIFT SURCHARGE TO BE ADDED TO LOW ROOF LOAD. ALLOWED TO ENCROACH CLEAR AREA BY 4Y"ON EITHER SIDE OF THE STAIR. GLAS:; (UO=.33) UNLESS OTHERWISE NOTED. NOTE:THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH AF&PA WOOD FRAME 2• THE HEADROOM IN STAIRWAYS SHALL NOT BE LESS THAN 6-8"MEASURED 19. ALL ROOFING SYSTEMS/COVERINGS ARE TO BE SELECTED BY THE OWNER SHALL BE CLASSIFIED AS CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS VERTICALLY FROM THE SLOPED PLANE FROM ADJOINING ADJACENT STAIR TREADS. TYPE A OR B. THESE DRAWINGS HAVE BEEN PREPARED FOR AND ARE LIMITED 3. THE MAXIMUM VERTICAL RISE OF A FLIGHT OF STAIRS WITHOUT A LANDING SHALL 20. ALL STRUCTURAL STEEL SHALL BE MIN.60,000 P.S.I. TO THE SPECIFIC PROJECT INDICATED AND ARE AN INSTRUMENT NOT EXCEED 147°(12'-3°) OF SERVICE AND THE PROPERTY OF: STRUCTURAL DESIGN LOADS 21. ALL SMOKE-DETECTING ALARM DEVICES ARE TO BE INSTALLED IN CONFORMITY WITH SECTION R313 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TABLE TABLE 301.7 4. THE OVERALL RISER HEIGHT SHALL NOT EXCEED 7:Y4'HIGH.THE RISER IS TO BE OF THE 2016 RCNYS SHALL BE PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA,IN EACH r9c A m. thomn1+ c f ch itect. feed cp STRUCTURAL MEMBER ALLOWABLE DEFLECTION MEASURED VERTICALLY BETWEEN LEADING EDGES OF ADJACENT TREADS.THE SLEEPING SPACE AND ON EACH FLOOR LEVEL AND SHALL BE LOCATED ON OR NEAR THE CEILING RAFTERS HAVING SLOPES GRATER THAN (3/12) GREATEST RISER SHALL NOT EXCEED THE SMALLEST RISER BY MORE THAN e" AS PER 2016 RCNYS,SEC.R 313. INFRINGEMENT OR USE OF THIS DOCUMENT AND OR ALTERATION WITH NO FINISHED CEILING ATTACHED TO RAFTERS L/180 OR REPRODUCTION OF THIS DOCUMENT IS PROHIBITED WITHOUT INTERIOR WALLS AND PARTITIONS H/180 5. THE TREAD DEPTH SHALL BE A MINIMUM OF 10"WIDE. THE WRITTEN CONSENT OF THE ARCHITECT.ANY DUPLICATION, FLOORS L/360 6. ALL NOSING PROJECTIONS SHALL NOT BE GREATER THAN%4' MODIFICATION OR USE THEREOF FOR ANY OTHER PROJECT AND SHALL NOT HAVE CEILINGS WITH PLASTERED CEILINGS L/360 CEILINGS WITH FLEXIBLE GYPSUM CEILINGS L/240 A RADIUS GREATER THAN% M A I N T A I N O F E X I S T I N G6' WITHOUT WRITTEN CONSENT OF THE ARCHITECT IS EXPRESSLY ALL OTHER STRUCTURAL MEMBERS L/240 PROHIBITED. ANY UNAUTHORIZED USE SHALL BE DEEMED 7. THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH EXTERIOR WALL WITH PLASTER OR STUCCO FINISH H/360 r EXTERIOR WALLS-WIND LOADS*WITH BRITTLE FINISHES H/240 STAIRWAY.THE LANDING WIDTH SHALL NOT BE LESS THAN THE WIDTH OF THE FLIGHT B U I L T S T R U 6 T U R E ACKNOWLEDGEMENT BY SUCH USER THAT A FEE SHALL BE EXTERIOR WALLS-WIND LOADS*WITH FLEXIBLE FINISHES H/120 SERVED.THE MINIMUM LANDING WIDTH SHALL NOT BE LESS THAN 36"WIDE. PAYABLE TO THE ARCHITECT. REFER TO DRAWINGS FOR ADDITIONAL INFORMATION. 8. A MINIMUM OF ONE HANDRAIL IS TO BE PROVIDED FOR EACH CONTINUOUS RUN ALL DEFLECTIONS ARE BASED ON LIVE LOADS ONLY. OF TREADS OR FLIGHT WITH FOUR OR MORE STAIRS.HANDRAILS ARE TO BE INSTALLED BETWEEN 34"AND 38"MEASURED BETWEEN ADJOINING ADJACENT STIR TREADSERTICALLYFROM THE SLOPED PLANE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA - TABLE R301 .2(1 ) NOTE: L=SPAN LENGTH,H=SPAN HEIGHT LIST O F DRAWINGS � 3 � WIND V Z � SUBJECT TO DAMAGE FROM � Z °- "' o o � O x z -J o- *THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND Z - 00 w 0 I C E S H I E L D � Z W Q CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. O Q W I N D _ z _ F' Q Q z O SPEED T O P O - SPECIAL BOURNE h (/N w FROST Z y UNDERLAYMENT _ O N W D W Z CieZ O !M P H ) GRAPHIC W I N D DEBRIS W W Q WEATHERING L I N E TERMITE 3 REQUIREMENT H = QUJ Z zLUQ STRUCTURE DESIGN CRITERIA G 101 GENERAL NOTES H EFFECTS REGION REGION N D U DEPT H 25 PSF 130 NO NO NO C SEVERE 34 Ni-H 11 YES NA 452 52.9 1. ALL WORK AS DESCRIBED WITHIN THESE PLANS SHALL BE CONSTRUCTED TO SAFELY C 1 O2 SITE PLAN AND NOTES -•- SUPPORT ALL LOADS,INCLUDING ALL DEAD LOADS,LIVE LOADS,ROOF LOADS,SNOW designed by: project: LOADS,WIND LOADS AND SEISMIC LOADS AS PRESCRIBED IN THE CURRENT NEW YORK STATE BUILDING CODE. FM 1 O FIRST FLOOR MAINTAIN FLOOR PLAN - FRONT PORCHaA m• thomal MAINTAIN O F EXISTING STRUCTURES y 2. THE CONSTRUCTION OF ALL STRUCTURES,BUILDINGS,AND ADDITIONS SHALL BE ED ARC �IfC�1ItC'Ct IC'C't� c at 1860 HIAWATHAS PATH SOUTHOLD NY 11971 CONSTRUCTED IN SUCH A FASHION THAT RESULTS IN A SYSTEM THAT PROVIDES A COMPLETE AND CONTINUOUS LOAD PATH THAT CLEARLY TRANSFERS ALL LOADS FROM M 1 O FIRST FLOOR MAINTAIN FLOOR PLAN - FRONT DECK Q,� AE h'/�. ■" THEIR POINT OF ORIGIN THROUGH THE LOAD RESISTING ELEMENTS DOWN TO THE \�N n for Mr. JAMES D ROOGAN FOUNDATION. ALL POINT LOADS ARE TO BEAR DIRECTLY ON ENGINEERED HEADERS OR M 1 OFIRST FLOOR MAINTAIN FLOOR PLAN -SHOWER AREA `r studio: COLUMNS.ANY POINT LOAD THAT IS NOT INDICATED ON THESE DRAWINGS ARE TO BE > BROUGHT TO THE ATTENTION TO THE ARCHITECT. 5 O f u n f et d five date: MAY 1 , 2017 sheet number: 3. IN LIEU OF THE FRAMING REQUIREMENTS AS DESCRIBED WITHIN THE CURRENT T 0,13 31 huntln9Eon neW yore( 11743 ^4" RESIDENTIAL CODE,THE CONTRACTOR WILL BE ALLOWED TO INSTALL ALL NEW WOOD q71t_OF N � ' •�� ' •O��A drawn by: RMT 1' FRAMING MEMBERS IN ACCORDANCE T THE MOST CURRENT(2015)AF&PA WOOD f� FRAMECONSTRUCTION MANUAL(WFCM)AS PER RESIDENTIAL CODE R301.1.1.NAILING scale: AS NOTED � �1i SCHEDULE HAS BEEN INCLUDED WITHIN THESE DOCUMENTS.REFER TO CHART FOR ALL 1.6i I.R71.04 1 01 REQUIRED NAILING.TYPICAL THROUGHOUT. e. uglylurniture@moe.eom revision date: - .b i EXISTING FENCE �I TYPICAL FRAMING .01 EAST 79.5 N870 5 1 00 E NOTES / 1. JOIST SIZES AND SPACING GIVEN FOR DOUGLAS FIR-LARCH#2 / ® ® ® ® s Fb= 900 PSI (1035 PSI REPETITIVE) FV= 95 PSI 900 E = 1.6x10A6 ao C6M NOTE: VERIFY SIZES WITH ARCHITECT IF OTHER SPECIES OR GRADES ARE USED. / 0.7' I ~ 2. EXISTING WOOD FRAMING ASSUMED TO BE DOUG FIR Fb-1250 PSI REPETITIVE. 16.4' c6 Q 3. ALL ANTHONY POWER BEAM (PB) HEADERS ARE TO BE 3000 Fb-2.1 E-300 Fv.REFER TO PLANS FOR ALL REQUIRED SIZES.ALL NEW HEADERS ARE TO HAVE Lu c7 A MINIMUM OF 3"BEARING U.O.N.USE EXTERIOR GRADE AT ALL EXTERIOR APPLICATIONS. Z EXIST. y 4. GLUE LAMINATED LUMBER BY GEORGIA PACIFIC LVL=2.0E SP,WOOD I BEAMS TO BE WI 40 PRI 40 SERIES BY GEORGIA PACIFIC,SPACING AS PER PLANS. W / WOOD SHED REFER TO THE MANUFACTURERS PUBLISHED INSTALLATION SPECIFICATIONS FOR BEARING,NAILING,BRACING,ETC.FIELD MODIFICATION TO ANY Q 16 3' MEMBER WILL NOT BE PERMITTED. (1-800-BUILD-GP) .� 5. THE DESIGN LIVE LOAD IN LIVING AREAS IS 40 PSF DL=IOPSF ATTIC LIVE LOAD IS 20 PSF DL=10 PSF ROOF LIVE LOAD IS 20 PSF DL=10 PSF ROOF 0'5 22,4` SPANS AND SPANS IN LIVING AREAS ARE LIMITED TO A DEFLECTION OF 1/360. U ( ) ( ) / 6. PROVIDE CONTINUOUS 2x6 TREATED SILL PLATE OVER TERMITE SHIELD-TIED INTO FOUNDATION WALLS WITH Y"DIA. GALVANIZED ANCHOR BOLTS 8'-0" © I O.C. (12"MAX FROM ALL CORNERS) WITH 12"EMBEDMENT. GROUT SILL PLATE TO FOUNDATION WALL. V � o LU Q F. Z Z � � 7. ALL CONCEALED SPACES IN WOOD FRAMING SHALL BE FIRE STOPPED WITH WOOD BLOCKING ACCURATELY FITTED TO FILL tv N THE OPENING AND Z 3 **� HILU �) N ARRANGED TO PREVENT DRAFTS FROM ONE SPACE TO ANOTHER. j Z X CONCRETE DRIVEWAY H O W U O = 8. PROVIDE BRIDGING 8'-0"O.C.MAX. (SOLID BLOCKING) IN ALL FLOORS AND CEILINGS.U.O.N. CL U 9. NOTCHES FOR PIPING IN THE TOP OR BOTTOM OF THE JOISTS SHALL NOT EXCEED ONE SIXTH THE DEPTH OF THE JOIST AND SHALL NOT BE PERMITTED IN 12,5` THE MIDDLE THIRD OF THE SPAN. W / 10.0' 10. HOLES BORED IN JOISTS FOR PIPING OR ELECTRICAL CABLES SHOULD NOT BE CLOSER THAT TWO INCHES TO THE TOP OR THE BOTTOM OF THE JOIST AND THE DIAMETER OF THE HOLE SHALL NOT EXCEED ONE FOURTH THE DEPTH OF THE JOIST. EXISTING FENCE 1 ' CONC. WALK 11. DOUBLE JOISTS UNDER ALL BATHROOMS AND PARTITIONS RUNNING PARALLEL WITH THE JOISTS. 0.5' W EST j 12. ALL FLOOR (STAIRS)AND ROOF(DORMERS AND SKYLIGHT) OPENING ARE TO BE FRAMED WITH DOUBLE HEADERS AND TRIMMERS. FULLY JOINED WITH I STEEL BRIDGES OR'TECOS". .6 13. VENTILATION OF ATTIC SPACES IS REQUIRED. BLOCKING AND BRIDGING SHOULD BE ARRANGED SO AS NOT TO INTERFERE WITH THE MOVEMENT OF AIR. - 34.0'MAINTAIN 14. ALL LUMBER USED FOR STRUCTURAL ELEMENTS SHALL BEAR AN IDENTIFYING MARK OF AN APPROVED GRADING BUREAU OR AGENCY PRIOR TO ITS 13.7 DELIVERY AT THE SITE. 10.2' L� d 14.1' 18.58'MAINTAIN --- GENERAL SITE NOTES I / 1. ALL DIMENSIONS AND STRUCTURE LOCATIONS AS DESCRIBED ON THESE PLANS HAVE BEEN BASED C.E. # 1860 ' 24.6'MAINTAIN UPON AN EXISTING SURVEY PROVIDED BY THE OWNER AND ARE ASSUMED TO BE CORRECT. ��� � � 2. THE CONTRACTOR IS TO BE REQUIRED TO VERIFY ALL INDICATED SITE DIMENSIONS,CONDITIONS / AND SITE LINE OFFSETS PRIOR TO THE COMMENCEMENT OF ANY WORK.IF A CONFLICT EXISTS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT TO ALLEVIATE SUCH A CONFLICT. j EXISTING FENCE 1.5' WEST i STORY FRAMED 3. THE CONTRACTOR IS REQUIRED TO DETERMINE AND VERIFY ALL LOCATIONS OF ALL EXISTING CONC. WALK ` � UTILITIES,SEPTIC/SEWER,WATER PIPING,SPRINKLERS AND ANY OTHER RELATED ITEMS UNDER RESIDENCE WITH �a'.' GRC'JNDPRIOR TOTHE START OFANY WORK. ATTACHED , 4. 'ANY UTILITIES THAT INTERFERE WITH THE PROPOSED WORK ARE TO BE REMOVED AND RELOCATED I BY TF!IS CONTRACTOR.THE FINAL POSITION OF ANY RELOCATED UTILITIES ARE SUBJECT TO FINAL o GARAGE � .� APPROVAL BY THE OWNER AND ANOTHER AGENCY HAVING JURISDICTION. CV N / �r✓,G.� LU „ 5. WHERE AN UNFORESEEN SITE CONDITION RESULTS IN A MODIFICATION TO THE APPROVED PLANS U - AS DESCRIBED WITHIN THESE DOCUMENTS IS REQUIRED TO BE BROUGHT TO THE ATTENTION OF THE Z 0 29.3' ARCHITECT FOR EVALUATION AND RESOLUTION. LL LU 0 � 26.5` 6. THE CONTRACTOR WILL BE RESPONSIBLE AND SHALL ASSUME ALL LIABILITY OF ANY WORK THAT 0 I CONTINUES ON A MODIFIED DESIGN WITHOUT ARCHITECTS AND TOWNSHIPS APPROVAL.ANY COST THAT WILL BE INCURRED TO CORRECT THE UNAPPROVED WORK WILL BE THE SOLE ° + 0 RESPONSIBILITY OF THE CONTRACTOR. OZ / 7. CONTRACTOR SHALL PROTECT ALL ADJACENT CONCRETE,TREES, WALKS,FENCES AND D_ �1 BUILDING WALLS FROM ANY DAMAGE.CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE ALL DAMAGED AREAS WITH NEW AT THEIR SOLE COST. V 8. NEW GRASS INFILL SHALL CONSIST OF A min.OF 6"SCREENED TOP SOIL GRADED TO MEET Z w w ADJACENT GRADES.RAKE SMOOTH AND SEED.ALL DAMAGED AREAS SHALL BE REPLACED WITH 0 0 NEW AT THE CONTRACTORS COST. N 0 9. FINAL PAVEMENT SELECTIONS ARE TO BE DETERMINED BY THE OWNER AND SHALL BE INSTALLED 0 O� /G X . I AS PER THE MANUFACTURES RECOMMENDATIONS AND GUIDELINES. W C O L O R L E G E N D o• o O EXISTING WOOD FRAMED STRUCTURES M O I M T F r r EXISTING FENCE designed by: project: 0.5' EAST 80 y.00, N85°5800,► a n m. t omat MAINTAIN OF EXISTING STRUCTURES ® ® ® W ® ® ® a� ® �5'�EREOgRC1. ofchitcct & leed ap at 1860 HIAWATHAS PATH SOUTHOLD NY 11971 NAKOA41S �'"' ® ® '`� �`s ,x 'A forM1'. JAMES DROOGAN ROAD ® .e.� o 0 studio: � f 30 � driveunio� �iro 0 3 date: MAY 1 2017 sheet number: OFNEVVV � huntington now gook 11745 drawn by: RMT , PLOT PLAN 651 .271 .0442 scale: AS NOTED MAINTAIN OF EXISTING CONDITIONS SCALE: 1:10 E. 631.271.0443 02 e. uglyFurniture@meo.00ro revision date: - 1 11 11 NOW oil--------- III FROM 111,11-11-1-,--.- --l'- -11,---l" "-.,--,---.,: I a.: } EXISTING WwM/OD EXI.ASPHALT ROOF SHINGLES FRAMED HOUSE 15#BLDG.PAPER EXISTING HOUSE IS TO REMAIN CONTINUOUS RIDGE VENT 36"ICE AND WATER SHIELD AROUND NO WORK ENTIRE ROOF PERIMETER AND RIDGE EXISTING 2X8 NON — EXI 2x4 @ 16"O.C.PORCH ROOF = Z STRUCTURAL ROOF .•�..3:� A- " FRAMING WITH BOLTED HOUSE U Q SIMPSON GALV.JOIST HANGER AT ALL JOISTS RIDGE. CONNECTION. 00 O Z X U 2x6 BOLTED LEDGER ? Q EXI 2 x 4@ 16"O.C. Q cv p p SOFFIT/CEILING �x w (2 )2x8 P.T.HEADER EXI 2x4 COLLAR TIES @ EVERY Q FRAMING. ROOF JOIST. A-A Z a. — (2)2x6 HEADER _�= 44 PT POST Q X W EXI.2"x 4"SOFFIT FRAMING ;,....: HEADER ANCHORED C14 12"WIDE x 12"MEMBERS @16"O.C. ' • • ' ' DEEP HAUNCH W/"SIMPSON"POST ANCHOR FOOTING UNDER TO 12"DIA.x 36"DEEP CONC. SIN Q U STAIR STRINGERS FOOTING (TYPICAL 2) Q:� v <„ ANCHOR 5-9"EXISTING PORCH > LL ROOF EXI. 1 x FASCIA BOARD STRINGER INTO (MAINTAIN) r O OVER CONCRETE EXI VENTED CEILING EXI.ROOF OUTRIGGERS PATIO _ BEYOND. (MAINTAIN RAILING BEYOND EXIST.) FOUNDATION PLA N MAINTAIN OF EXISTING CONDITIONS SCALE: 1/4"= V-0" EXI. (2)2x8 P.T.HEADER APPROXIMATE FIN.GRADE EXI 2x6 P.T. 101N- F.J.@ 16"O.C. o EXI 44 PT POST 10 MZ BOTTOM OF FTG.ELEV. EXI 12"DIA.x 36"DEEP CONC. -3--0' BELOW GRADE) FOOTING (TYPICAL 2) LU , ASPHALT SHINGLES EXISTING WOOD Z ON 15# FELT&1/2" SECTION A-A SCALE: 1/4"= V-0" PLY FRAMED HOUSE h O EXISTING HOUSE IS TO REMAIN W Z NO WORK �' FINISHED FASCIA ASPHALT SHINGLES ON 15#FELT& 1/2"� P, UJ PLY U = REFER TO SECTIONS FINISHED SOFFIT C) w O FOR EXISTING ROOF Z O - RA �B-- Z O_ U ap bo O MAINTAIN EXIST. OVERHANG ASSEMBLY. Q EXISTING WOOD -v ih O FINISHED FASCIA LU _ OUTRIGGER = VINYL SIDING = /A-A Z SUPPORTS. 10 LU U FINISHED SOFFIT U Cie W Q ~ O ROOF O z 3 EQUAL RISERS X ROOF OVER n EXISTING WOOD-� n o W H PATIO �=IN OUTRISUPPGGER OVER =IN (2) 2x12 STAIR STINGERS _ "" (MAINTAIN EXIST.) o PATIO Ciew w OIF 3'-0"HIGH RAILING r 3'-0"HIGH RAILING-� (MAINTAIN 9 EXISTING DECK FRAMING X EXIST.) ih N N DECK 2"x O.C.WITH SOLID " 3 BLOCKING AT SPAN THIRD POINTS W S 2 - Y _ ITC`l °' w U FIN.GRADE = FIN.GRADE C) _ EXISTING DECKING SIDE ELEVATION SCALE: 1/4"= 1'-0" FRONT ELEVATION SCALE: 1/4"= 1'-0" 1"x 6" PAINTED FLOOR PLAN MAINTAIN OF EXISTING CONDITIONS SCALE: 1/4"= 1'-0" M A I N F E H I S I . T IWC 0 MAINTAIN OF EXISTING WOOD FRAMED STRUCTURE . THE WORK SHOWN ON THIS DRAWING REPRESENTS ACTUAL "AS BUILT" CONDITIONS AND/OR ANY V1 0 On' D F R A M E D S T R D C T D Rm E ADDITIONAL CORRECTIVE CONSTRUCTION WORK REQUIRED TO COMPLY WITH MINIMUM N.Y.S. RES. BLDG. CODE STANDARDS, SUCH CORRECTIVE WORK TO BE SOLE RESPONSIBILITY OF THE OWNER GENERAL MAINTAIN NOTES designed by: project: ran m. Ehomet MAINTAIN OF EXISTING STRUCTURES 1. CONSTRUCTION OF THE EXISTING SINGLE STORY WOOD FRAMED ADDITION WAS CIRCA 1975. 2. ALL MAINTAIN WORK SHOWN ON THESE DRAWINGS HAVE BEEN CONSTRUCTED PRIOR TO THE 1989 ENERGY CONSERVATION CODE AND THE 2003 BUILDING CODE. \S�S�H�A ,y architect & 'eed ai p at 1860 H IAWATHAS PATH SO UTH O LD NY 11971 3. THE WORK SHOWN ON THESE DRAWINGS REPRESENTS ACTUAL"AS BUILT'CONDITIONS AND/OR ANY ADDITIONAL CORRECTIVE CONSTRUCTION WORK REQUIRED TO COMPLY m for Mr. JAMES DROOGAN WITH MINIMUM NEW YORK STATE RESIDENTIAL BUILDING CODE STANDARDS,SUCH CORRECTIVE WORK IS TO BE THE SOLE RESPONSIBILITY OF THE OWNER. studio: 4. ALL EXISTING CONDITIONS HAVE BEEN DETERMINED/BASED UPON A LIMITED VISUAL,NON-DISTRUCTIVE EXAMINATION AND HAVE BEEN DRAWN TO REFLECT THE CURRENT CODE o 30 1 u nset drive date: MAY 1 2017 sheet number: REQUIREMENTS.THE OWNER WILL BE REQUIRED TO MODIFY THE EXISTING STRUCTURE TO COMPLY WITH THESE SUBMITTED PLANS. .� �o huntington now yorlc 11743 5. THE ARCHITECT HAS NOT BEEN RETAINED FOR ANY SUPERVISION OR OBSERVATION OF THE WORK,AND HIS RESPONSIBILITY IS LIMITED TO THE ACCURACY OF THE PLANS. - FNS drawn by: RMT 631 .271 .0442 Scale: AS NOTED 6. ANY OMISSIONS OR CHANGES IN THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ALL CONSTRUCTION BY THE CONTRACTOR OR OWNER. E. 631.271.04 13 7. FOR ALL OTHER GENERAL NOTES/REQUIREMENTS REFER TO GENERAL DETAIL AND NOTES SHEETS. e. Ug1gfUrn1lu1e@maa.o0m revision date: - 0111111 IN IN P1, s SIMPSON GALV.JOIST HANGER AT ALL JOISTS s EXISTING WOOD FRAMED HOUSE; �-- (2)2x8 P.T.FLUSH HEADER EXISTING HOUSE IS TO REMAIN'-NO WORK (CONTINUOUS) EXISTING ROOF BEYOND LINE OF EXISTING WINDOW. = ao @ �j LINE OF EXISTING IL ZS -. O 4x4 PT POST WITH"SIMPSON" FASCIA AND GUTTER. 00 U i+) w � :O STAND OFF POST BASE w ANCHOR (TYPICAL @ 12) `t EXI. 12"WIDE x12" 8"xl Cx36"DP.CONC.FTG. o. DEEP HAUNCH I TYPICAL(10) FOOTING UNDER STAIR STRINGERSHATCHED AREA IFANCHOR STRINGER - (2)2x8 P.T.FLUSH HEADER 0 0 (CONTINUOUS) LL] INDICATES EXI.±s x 6 INTO CONCRETEPREFABRICATED I10 L ROOF AWNING.METAL LINE OF EXISTING DECK NO PERIMETER RAILING HEIGHT IS LESS THAN 30" 2 EQUAL RISERS — — — — ABOVE GRADE r/ 00 00 v 8'-7" 6'-82' 44 POST 4x4 PT POST FINISHED DECK FASCIA (TYPICAL @ 12 LOCATIONS) FRONT ELEVATION 12"dia x 36"DP.CONC.FTG. 15-92' TYPICAL(3) MAINTAIN OF EXISTING CONDITIONS SCALE: 1/4°= 1'-0° d� FOUNDATIONPLAN EXISTING ROOF OVERHANG AND GUTTER MAINTAIN OF EXISTING CONDITIONS SCALE: 1/4"= 1'-0" EXI.±50 x 60 PREFABRICATED METAL ROOF AWNING. zz_ EXISTING DECK FRAMING LINE OF EXISTING HOUSE. zz EXISTING.WOOD FRAMED• HOUSE. , 2"x 8"@ 16"O.C.WITH SOLID BLOCKING AT SPAN THIRD POINTS EXISTING HOUSE IS TO REMAIN-NO WORK c� o EXiiiNG i�—EXI.COLUMN FOR EXI. EXISTING DECKING 6EM O Q PREFABRICATED ROOF. LU WOOD 1"x 6" WOOD-STAINED J X FRAMED p w o DECK I SIMPSON GALV.JOIST WOOD (MAINTAIN EXIST.) I HANGER AT ALL JOISTS (2)2x8 P.T.FLUSH HEADER (CONTINUOUS) :a HATCHED AREA INDICATES EXI.±50 x 60 PREFABRICATED METAL (2)2x8 P T 44 PT POST ROOF AWNING. FLUSH HEADER (2) EQUAL RISERS ) 12"dia x 36"DP.CONC.FTG. (CONTINUOUS) v Big NO PERIMETER RAILING EXI.COLUMN FOR EXI. HEIGHT IS LESS THAN 30" PREFABRICATED ROOF. SECTION - ABOVE GRADE 81-7" 6-82 EXISTING DECK FRAMING SCALE: 1/4"= V-0" 11 11 2"x 8"@ 16"O.C.WITH SOLID MAINTAIN OF EXISTING CONDITIONS BLOCKING AT SPAN THIRD POINTS s B-B -103 15-92' EXISTING DECKING 1"x6" WOOD-STAINED MAINTAIN OF EXISTING WOOD FRAMED STRUCTURE : THE ORK SHOWN THIS DRAWING REPRESENTSSOR ANY CONSTRUCTION PLAN ADDIT ONAL CORRECTIVEON CONST CONSTRUCTION WORK R QU R DLTO COMPLY WI"AS BUILT" TH MONM MDN/YY.S. RES. MAINTAIN OF EXISTING CONDITIONS SCALE: 1/4"= 1'-0" BLDG. CODE STANDARDS, SUCH CORRECTIVE WORK TO BE SOLE RESPONSIBILITY OF THE OWNER GENERAL MAINTAIN NOTES designed by: project: 1. CONSTRUCTION OF THE EXISTING SINGLE STORY WOOD FRAMED ADDITION WAS CIRCA 1990. cyan m. Eh®mai MAINTAIN OF EXISTING STRUCTURES 2. ALL MAINTAIN WORK SHOWN ON THESE DRAWINGS HAVE BEEN CONSTRUCTED PRIOR TO THE 1989 ENERGY CONSERVATION CODE AND THE 2003 BUILDING CODE. ��RE�ARC architect '��� at 1860 H IAWATHAS PATH SO UTH O LD NY 119 71 3. THE WORK SHOWN ON THESE DRAWINGS REPRESENTS ACTUAL"AS BUILT"CONDITIONS AND/OR ANY ADDITIONAL CORRECTIVE CONSTRUCTION WORK REQUIRED TO COMPLY AS�y�j�O for Mr. JAMES D ROOGAN WITH MINIMUM NEW YORK STATE RESIDENTIAL BUILDING CODE STANDARDS,SUCH CORRECTIVE WORK IS TO BE THE SOLE RESPONSIBILITY OF THE OWNER. Q studio: FRI 4. ALL EXISTING CONDITIONS HAVE BEEN DETERMINED/BASED UPON A LIMITED VISUAL,NON-DISTRUCTIVE EXAMINATION AND HAVE BEEN DRAWN TO REFLECT THE CURRENT CODE * co 3 0 su of et d f ive' MAY 1 2017 REQUIREMENTS.THE OWNER WILL BE REQUIRED TO MODIFY THE EXISTING STRUCTURE TO COMPLY WITH THESE SUBMITTED PLANS. date: sheet number: s � huntinc�ton now York 11743 drawn by: RMT 5. THE ARCHITECT HAS NOT BEEN RETAINED FOR ANY SUPERVISION OR OBSERVATION OF THE WORK,AND HIS RESPONSIBILITY IS LIMITED TO THE ACCURACY OF THE PLANS. ' 651 ,271 .0442 ' 6. ANY OMISSIONS OR CHANGES IN THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ALL CONSTRUCTION BY THE CONTRACTOR OR OWNER. E. 631.471.04A3 scale: AS NOTED 7. FOR ALL OTHER GENERAL NOTES/REQUIREMENTS REFER TO GENERAL DETAIL AND NOTES SHEETS. e. Ug1g1U1nl%Ufe@m00.00m revision date: - i FASTENER SCHEDULE - PER WFCM 2015 HIGH WIND EDITION FASTENER TYPE TABLE MODEL No. LOCATION REMARKS EXISTING O D FRAMED HOUSE',',' SILL PLATE TO FOUNDATION TABLE 3.2A-3.2C SSTB20 ANCHOR BOLTS SILL PLATE TO POURED 5/8"dia.A.B SPACED 36"O.C. EXISTING HOUSE IS TO REMAIN-NO WORK WALLS CONCRETE FOUND WALL x 17'MIN.EMBEDMENT W/3"x 3"WASHERS AT ALL A.B'S EX(' RIM JOISTS TO FLOOR SILL TABLE 3.4 LTP4 ALL RIM JOISTS TO FLOOR SILL LATERAL TIE PLATE INSTALLED AT SHOWER PLATES PLATES 24"O.C.TYPICAL CONTROLS,' WALL TO FOUNDATION UPLIFT STRAP TABLE 3.41B CS20 20 ga.x 1 "STRAPS ALL WALL STUDS TO SOLE (4)8d COMMON NAILS PER IN EXI SHOVER STRUCTURAL CORNERS: CONNECTION REQUIREMENTS PLATESEACH END OF 1}'X 20 ga.STRAP (2) 2x4 BOLTED TO"U"LINE GALVANIZED POSTS. (CLAD IN WOOD TOP PLATES TO STUD LATERAL TABLE 3.5 (REQUIRED) SSP (PROVIDED) ALL WALL STUDS TO TOP PLATES USE WHEN STUDS ARE NOT CY)Iv TRIM) POSTS ARE ANCHORED TO CONNECTION U-176(132 plf x 1.33) U-435 ALIGNED W/ROOF RAFTERS O CONC. rOUNDATIONS.36"MIN LO = BELOW ADJACENT GRADE TOP PLATES TO STUD LATERAL TABLE 3.5A ALL WALL STUDS TO TOP PLATES (3)16d COMMON NAILS PER " N TYPICAL IN ALL(4) LOCATIONS. CONNECTION STUD TO PLATE CONNECTIONS EXI. EXISTING WALL ASSEMBLY: WALL TO WALL UPLIFT STRAP TABLE 3.413 CS20 20 ga.x 1#"STRAPS ALL SECOND FLOOR TO FIRST (4)8d COMMON NAILS PER IN FOLDING 1X4 WOOD STRUCTURAL SIDING CONNECTION REQUIREMENTS FLOOR WALL STUDS EACH END OF I}"X 20 ga.STRAP DOOR TYPICALALONG BOTH SIDES RAFTER TO TOP PLATE TABLE 3.4 (REQUIRED) H1 (PROVIDED) ALL ROOF RAFTER TO TOP PLATES NOT ALIGNED W/WALL STUD 3-10 CONNECTION REQUIREMENTS U-269 L-176 S-78R U-585 L-485 S-165 OFFSET FROM WALL STUD SHOWER ROOF RAFTER/CEILING JOIST TABLE 3.4A ALL ROOF RAFTER AND CEILING (3)8d COMMON NAILS PER TO TOP PLATE CONNECTION _ JOISTS TO TOP PLATES ROOF RAFTER/CEILING JOIST REQUIREMENTS TO PLATE CONNECTIONS ROOF RAFTERS TO TOP PLATES TABLE 3.4 (REQUIRED) H10S (PROVIDED) TYPICAL WHERE ROOF RAFTERS RAFTERS- (8)8d x 1" TO WALL STUD U-269 L-176 S-78R U-890 L-660 S-165 ALIGN WITH WALL STUDS PLATES- (8)8d x I J' STUDS- (8)8d RIDGE CONNECTION TABLE 3.6 (REQUIRED) LSSU28 Of LSSU210 ALL ROOF RAFTERS TO RIDGE REQUIREMENTS U-276(207 plf x 1.33) (PROVIDED)U-535 BEAM EXISTINGSHOWER PLAN RIDGE TENSION STRAP TABLE 3.6A CS20 20 ga.x 1 J"STRAPS ALL ROOF RAFTERS TO RIDGE (4)8d COMMON NAILS IN EACH CONNECTION REQUIREMENTS BEAM CONNECTIONS RAFTER IN ONE T'20 ga.STRAP MAINTAIN OF EXISTING CONDITIONS SCALE: 1/4"= 1'-0" HEADER CONNECTION TABLE 3.7 (REQUIRED) EPC44 OR EPC46 ALL HEADER TO POST,KING POST BEAM- (6)16d REQUIREMENTS-MAX 8'-0"SPAN U-807 L-529 (PROVIDED)U-1700 L-1070 CONNECTIONS POST- (4)16d HEADER CONNECTION TABLE 3.7 (REQUIRED) ACE4 (PROVIDED) ALL HEADER TO STUD BEAM- (14)16d REQUIREMENTS-MAX 16'-0"SPAN U-1614 L-1058 U-2500 L-1070 CONNECTIONS POST- (14)16d EXI SHOWER STRUCTURAL CORNERS: (2) 2x4 BOLTED TC"U"LINE POST TO FND.CONNECTION TABLE 3.7 (REQUIRED) PBS44 OR PBS46 ALL POSTS TO FOUNDATION, FND- SET IN CONC.WALL GALVANIZED POSTS- (CLAD IN WOOD REQUIREMENTS U.O.N. U-807 L-529 (PROVIDED)U-2400 L-1165 CONNECTIONS POST- (14)16d TRIM) POSTS ARE XNICHORED TO CONC. FOUNDA-IONS.36"MIN WINDOW SILL PLATE CONNECTION TABLE 3.8 (REQUIRED) A23 (PROVIDED) ALL WINDOW SILL CONNECTIONS (8)8d x 1 V2"NAILS EXISTING WOOD FRAMED HOUSE. BELOW ADJACENT GRADE REQUIREMENTS-MAX 8'-O"SPAN L-529 U-585 L-565 TO JACK STUDS FILL ALL HOLES NO WORK. TYPICAL IN ALL(2) LOCATIONS. RIM JOISTS TO FIRST FLOOR TOP TABLE 3.4 LTP4 ALL RIM JOISTS TO FIRST FLOOR LATERAL TIE PLATE INSTALLED AT WOOD WOOD PLATES TOP PLATES 24"O.C.TYPICAL FASCIA CAP FASCIA CAP -•-�` UPLIFT STRAP CONNECTION TABLE3.7 LSTA 18 NEW HEADER OVER ALL NEW 14-l Od NAILS PER STRAP --- JACK STUD TO HEADER WINDOW UNITS-MAX.SPAN 72" a 2 = UPLIFT CONNECTION TABLE 3.7 MTSl6 NEW HEADER CONDITION ALL 14-l Od x 1 1/2" (� 0 ( STUD TO RIM JOIST AT NEW WINDOW UNITS-MAX. LU = HEADERS SPAN 72" FINISHED 84"HIGH j' UPLIFT CONNECTION - ABA44 DECK POST DETAIL-TYPICAL 1-1/7'dia.POST ANCHOR o< STRUCTURAL < BI-FOLDING r DECK POST TO AT ALL POSTS NEW DECK 6-IOd FASTENERS TO WOOD > WOOD SIDING > WOOD DOOR FOOTING O 0 UPLIFT CONNECTION - CB68 CRAWL SPACE HEADER 1-1/7'dia.POST ANCHOR CRAWL SPACE TYPICAL 2 LOCATIONS 2-5/8"MACHINE BOLTS TO WOOD O WOOD - b WOOD - HEADER UPLIFT-14350 AVG CORNER TRIM CORNER TRIM ROOF SHEATHING TABLE 3.10 ALL INTERIOR ZONE ROOF (6)8d @ PANEL EDGES ATTACHMENT REQUIREMENTS SHEATHING LOCATIONS FIN.GRA E FIN.GRA E (12)8d @ALL SUPPORTS EXI CONC.FTG. u p" I p� p" I ROOF SHEATHING TABLE 3.10 ALL PERIMETER ZONE ROOF (6)8d Q PANEL EDGES LJ LJ L�J ATTACHMENT REQUIREMENTS SHEATHING LOCATIONS (12)8d Q ALL SUPPORTS TYPICAL SIDE ELEVATION SCALE: 1/4"= 1'-0" FRONT ELEVATION SCALE: 1/4"= V-0" WALL SHEATHING TABLE 3.11 ALL INTERIOR ZONE WALL (6)8d@PANEL EDGES ATTACHMENT REQUIREMENTS SHEATHING LOCATIONS (12)8d @ ALL SUPPORTS WALL SHEATHING TABLE 3.11 - ALL PERIMETER ZONE WALL (6)8d @ PANEL EDGES ATTACHMENT REQUIREMENTS SHEATHING LOCATIONS (12)8d @ ALL SUPPORTS SEGMENTED SHEAR WALL TABLE 3.174 WIND PERPENDICULAR TO NEED 7.9 FEET OF FULL HEIGHT REQUIREMENTS RIDGE SHEAR WALL SEGMENTED SHEAR WALL TABLE 3.17b WIND PARALLEL TO RIDGE NEED 4.8 FEET OF FULL HEIGHT REQUIREMENTS SHEAR WALL MIR I tl T I 0 0 F E X I S T 1 0 6 SHEARWALL HOLD DOWN TABLE 3.17f (REQUIRED) HDU5-SDS2.5 (PROVIDED) AT ALL HOLD DOWN BETWEEN (1)X'ANCHOR BOLT CAPACITY U-3488 L-1930 U-5645 L-4065 FIRST AND SECOND FLOORS (14)SDSy"x 2Y"SCREWS W 00 SHEARWAF T 0 C T U F E CAPACITY U-6976 HOLD DOWN TABLE U 6976 33840(REQUIRED) U D9 80 SD5040( PROVIDED) FIRST AND SECOND FLOORS AT ALL HOLD DOWN EN (1)�"ANCHOR BOLT (20)SDSV4"x 2Y"SCREWS JOIST TO HEADER - LUS210,LUS28,LUS26 AT ALL JOIST TO HEADER (844)1O IN HEADER CONNECTION REQUIREMENTS CONNECTIONS (4)1O IN JOIST GENERAL MAINTAIN NOTES designed by: project: ryan m. th®mnr MAINTAIN OF EXISTING STRUCTURES 1. CONSTRUCTION OF THE EXISTING SINGLE STORY WOOD FRAMED ADDITION WAS CIRCA 1975. 2. ALL MAINTAIN WORK SHOWN ON THESE DRAWINGS HAVE BEEN CONSTRUCTED PRIOR TO THE 1989 ENERGY CONSERVATION CODE AND THE 2003 BUILDING CODE. S��RED Rcy� �1 rch itect & leed a p at 1860 H IAWATHAS PATH SO UTH O LD NY 11971 �\GHA Et T �� for Mr. JAMES DROOGAN 3. THE WORK SHOWN ON THESE DRAWINGS REPRESENTS ACTUAL"AS BUILT"CONDITIONS AND/OR ANY ADDITIONAL CORRECTIVE CONSTRUCTION WORK REQUIRED TO COMPLY WITH MINIMUM NEW YORK STATE RESIDENTIAL BUILDING CODE STANDARDS,SUCH CORRECTIVE WORK IS TO BE THE SOLE RESPONSIBILITY OF THE OWNER. Y 2 �+ I �S[tudio: 4. ALL EXISTING CONDITIONS HAVE BEEN DETERMINED/BASED UPON A LIMITED VISUAL,NON-DISTRUCTIVE EXAMINATION AND HAVE BEEN DRAWN TO REFLECT THE CURRENT CODE �i® f�I A��.t ��V�r REQUIREMENTS.THE OWNER WILL BE REQUIRED TO MODIFY THE EXISTING STRUCTURE TO COMPLY WITH THESE SUBMITTED PLANS. �A- date: MAY 1 .. 2017 sheet number: 033 .y huntington now york 11743 drawn by: RMT 5. THE ARCHITECT HAS NOT BEEN RETAINED FOR ANY SUPERVISION OR OBSERVATION OF THE WORK,AND HIS RESPONSIBILITY IS LIMITED TO THE ACCURACY OF THE PLANS. � I 65 1 o 2" ,0442 ,i ot scale: AS NOTED 6. ANY OMISSIONS OR CHANGES IN THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ALL CONSTRUCTION BY THE CONTRACTOR OR OWNER. E. 631.271.0443 �05 4 7. FOR ALL OTHER GENERAL NOTES/REQUIREMENTS REFER TO GENERAL DETAIL AND NOTES SHEETS. e. ugiglurniture@moo.com revision date: -