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HomeMy WebLinkAbout42481-Z 4�SnaFnt,�coG Town of Southold 12/17/2018 a P.O.Box 1179 53095 Main Rd X4,1 �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40095 Date: 12/17/2018 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 465 Town Harbor Ln., Southold SCTM#: 473889 Sec/Block/Lot: 63.4-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/8/2018 pursuant to which Building Permit No. 42481 dated 3/23/2018 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: ACCESSORY GARAGE AS APPLIED FOR The certificate is issued to Butkus,Nancy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED u ho d Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT 45 TOWN CLERK'S OFFICE oy. . V SOUTHOLD, NY X01.� Sao 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#: 42481 Date: 3/23/2018 Permission is hereby granted to: Butkus, Nancy 655 Town Harbor Ln Southold, NY 11971 To: construct an accessory garage as applied for. At premises located at: 465 Town Harbor Ln., Southold SCTM # 473889 Sec/Block/Lot# 63.-4-7 Pursuant to application dated 3/8/2018 and approved by the Building Inspector. To expire on 9/22/2019. Fees: ACCESS $196.00 -ACCES Y MING $50.00 Tota . $246.00 i Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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. ?— ]R New Construction: Old or Pre-existing Building: (check one) Location of Property: To uon Lbr�s. La Inez SOldho House No. Street V7- Hamlet Owner or Owners of Property: C V Suffolk County Tax Map No 1000, Section 63 Block q Lot Subdivision �j Filed Map. Lot: Permit No. A Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ GL) Applican Signature a0F Soto, o� # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION /] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 44, �12 � Q4 DATE LI INSPECTOR SOUIyO� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [V FRA�MINGG /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR u� of soul hoy�� Hod # TOWN OF SOUTHOLD BUILDING DEPT. °ycourm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING FINAL � 6t . [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: (er 2 V�6� V _ V94 y n OA I r q � DATE I INSPECTOR FIELD INSPECTION REPORT DATE A CO NTS r %_ aN � FOUNDATION(1ST) IA/ ---------------------------------- 'FOUNDATION (2ND) ,O ROUGH FRAMING& y PLUMBING INSULATION PER N.Y: STATE ENERGY CODE ) ` t , FINAL ADDITIONAL COMMENTS • 3 z rn . d 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 ( ��/( � Survey Southoldtownny.gov PERMIT NO. U Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 D n�P � Single&Separate DTruss Identification Form MAR - 8 2018 Storm-Water Assessment Form Contact: Approved Disapproved a/c -TOWN OF S OLD . Phone:63 Expiration ,20� • ui mg nspector APPLICATION FOR BUILDING PERMIT Date-M A-�-' c-j f '6 20_L INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or,demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Inature of applicant or name,if a corporation) �r7 —MwVl l J3v✓Z LA (� (Mailing address of applicant) State whether applicant is owner, lessee agent, architect, engineer, general contractor, electrician,plumber or builder ,n W !1 10— Name of owner of premises E�I F (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers-License No. Electricians License No. Other Trade's License No. 1. Location a�of la�0Wl1 hproposed work iL�P-� 56)L)T7+0 7+ „ L- House Number Street �V Hamlett�v County Tax Map No. 1000 Section 6a 3 Block % Lot 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 nn l� b. Intended use and occupancy S1 4 Q Ram duKa- 3. Nature of work (check which applicable): New Building Addition ���C Alteration 0 Repair Removal Demolition Ot (Description) /Estimated CostFee1: `j(To._be paid on filing this application) 5. If dwelling, number of dwelling units �, - Number of dwelling lit J on each floor If garage, number of cars `��_i o'! - ;� - _ ,, { /f S 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. �. 7. Dimensions of existing structures, if any: Front C.10.fTK'Z'O Rear'° Depth Height Number of Stories Dimensions of same structure with alterations-or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height 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 V�,j N Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater-wetland? *YES,2 __N0 * IF YES, SOUTHOLD TOWN TRUSTEES'& D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_ X NO * IF YES, D.E.C. PERMITS MAY BE-REQUIRED. 16. Provide survey,to scale, with accurate foundation plan anddistances 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 OFS,IEW4�) V �ln C �l1 A� 1:a5 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ot,�r�f� nz 0 (Contractor,Agent, Corporate Officer, etc.) 3:0 5 of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this' T' t on; that all statements contained in this application are true to the best of his knowledge and belief; and that the work wia nrn performed in the manner set forth in the application filed therewith. oCD 0 r �5 C: MC �C3 Sworn to before me this � o:5- day of 20_e__. znozm mO mZI o z `� N -1 O Notary Public Signaturq of Applicant � Scott A. Russell ,� 0SOFFQ Ir STORMWA\T]ER, - SUPERVISOR z �� ANGIEMUEN C SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971tib- Town of So u th o l d Y�" CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) -DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑[ A. Clearing, grubbing, grading or stripping of land which affects more / than 5,000 square feet of ground surface. ❑� B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ 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. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ 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. If 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! Chapter 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 Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date �! , Disinct NAME L — iPrmo Section Block Lot .7/1-- X:k FOR BUILDING •PARTNIENT t SL ONLY "*{ Contact Information �3 (05 rtlephone NumEer) Reviewed By: LU A - - — — — — — — — — — — — Date- Property ate Property Address/ Location of Construction Work: nApproved - - — — — — — — — — — — — — �� i y_ rZ for processing Building Permit. iTq ✓� Stormwater Management Control Plan Not Required. ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 s ryJ M ,7 f' k' 4'. �ll f'I r, m o r� +A , u TO 1 rA� m �- .� LA a��� s s., m v 5� aP �.. 5^a f. i L va AN ^43<:. 4, n .a R G 2 r M i77� Y V 4 i. 'w 2 :¢ � i 1 ti Yi 't 1: 4 N� UD 0 F s 0 u 71 Ia�,D f D Al l5 � d� 1. e 7 � y,x LJ 1640 �N k � ^ w " p ; � 4 i t 9✓ " f f ^ t 1 s ,F pA Cw►� SURVEY OF PROPER I I GERTIPIED TO: 5ITUArTE:5OUTNOLD MAURI=EN SMITH TOWN OF SOUTHOLD SUFFOLK GOUNTY, NY SURVEYED 08-2-cici D [E(g[E0'VF= AMENDED OI-124—c n AMENDED 02-24-ga U FOUNDATION 04-26-aa FINAL 12-03-qa, 05-30-2017, 06-27-2017 JUL 3 201 SUFFOLK GOUNTY TAX # 1000 - 63 - 4 - 7 S.G.D.H.S. REF. # RIO-qq TAMING DEPT.-0012 TOWN OF SOUTHOLD MAIN ROAD _ S.R. #25 O 417 0 00 O e O 0 23 G� Alt L / \ Qi \\ 011" 0 ip O, d", (f6,606 a • SUFFOLK COUNTY DEPAR%Mln&d� A.SINGLE FAMILY RE IDEVICE ®acs,�� H.S.Ref.Ifo®a. t.,Zmm as c m �3t,v senga 916ver wr CT r VW1' InspectW 8 �l�by ft D moons- ; ba S396113CICIV FOR A MAXOMU ®� . JL One®f@fi9 4� L CEIVF . JUN 3 0 2097 SUFFa CO.YHDE�1A�lit.�T7H@X.AS-qE-f-Rrt� ICI=. OFFICE OF �hSCei91�ffifrl K:ti I,'i�� Wautnar-1z43r67Y2T6t3on"'dr�anelslon�tua:.surveyenq. n.,my.. nap oearin,a licensed land surveyor a veal Is a NOTE51 O• N�� veolat.an of seetlan 720o, vState Education 2, of the J ,Y Noa York State Educot ion Law C © only c Dfes from the orJginel of Cols surrey narked rltn ai a,SM I of the lantl surveyor s atmVed peal enall be considered to ae valid true C `O booths' MONUMENT FOUND i 'Certifications indicprepared I nereon s,pnl fy Coen tnfs Lisp C dB9 f PractO In arc LandPSu Meth NO tex ed ,stt.B Cade of Practice far Lend of Pries adopted by the New York State rtification of all run onal O PIPE FOUND Land Surveyors Safa Certlfthe fans yh911 run only t0 his person for Mom the survey 39 prepared. and nc nan Ohiall t0 the tttlh COaDany BavernPRa- tel vdency and lend,ns lending Institution nti 1,ste0 nereon, and HEDGE �n�S S02 n�O to tie ecslgnecsnot of the rble (additional Certfffde- \, U G tions are not trensteraeie to additional tnstltut Ions —X—X- WIRE PENCE FO LANDS AREA = 11,821 5F OR 0.27 AGRES 'JOHN C. EHLERS LAND SURVEYOR GRAPH I G SGALE I"= 30' 6 EAST Main STRHBr N.Y.S.LIC.NO.502M 101 m RArMUM A N.Y.11901 3694288P9069-8287 REFERENCE # 98-02328 r BUILDBUILDINO DEPARTMENT D T : 00 a\ ABBREVIATIONS Classification/Floor Area 00 G H OA R- A A E ACQ ALKALINE COPPER QUATERNARY LVL LAMIINATED VENEER LUMBER Cellar (Finished) O O O Floor Level Existing Proposal Total ACT ACOUSTICAL TILE MAX MAXIMUM AL ALUMINUM MIN MINIMUM ALT ALTERNATE MRB MARBLE AFF ABOVE FIRST FLOOR MS MARBLE SADDLE -0 1st Floor O O O v � 2nd Floor O ASF ABOVE SUBFLOOR MTL METAL K- O O A.S. ALUMINUM SADDLE NA NOT'APPLICABLE LL , 11WN � Total 0 0 0LA A.P.B. ANTHONY POWER BEAM NIC NOT'IN CONTRACT B.C. BRICK COURSES NOM NOMINAL4li -.r •» � O O BD BOARD NR NOT REQUIRED O Garage O - BOT BOTTOM NT5 NOT'TO SCALE lei Front Porch O O '• k'' BLDG BUILDING OC ON CENTER p .r' Rear Porch O O 0 CBB CEMENT BACKER BOARD OCG OCCUPANT(5) �w Decks O o CL CLOSET OH OVERHANG O CLO CEILING PART. PARTITION CLR CLEARANCE) PC POURED CONCRETE ) [JTH LL�5) NY COL COLUMN PT POINT .ron'tee CONC CONCRETE PKT POCKET CMU CONCRETE MASONRY UNIT RAD RAD1IU5 CT COLLAR TIE REQ. REQUIRED Z CJ CEILING JOIST REV REVIISION(S) � o CANT CANTILEVER RM ROOM CMD CARBON MONOXIDE DETECTOR RR ROOF RAFTER U � >-� DIA DIAMETER WR REMOVE AND REPLACE DIM DIMENSION SEC SECTION 0 0 W DR DOOR SF SQO UARE FEET DTL DETAIL SIM SIMILAR Z 12'-O" DWG DRAWING 5Q SARE U Q QUT DN DOWN STL STEEL EA EACH 5D SMOKE DETECTOR Simpson HD-5 Holddown Simpson HD-5 Holddown EL ELEVATION STD STANDARD EQ EQUAL TC TOP OF CURB EX EXISTING TEL TELEPHONE I I D EXH EXHAUST THK THICKNESS I 8301.2.1.1 (2015 Residential Code of New York State) EXT EXTERIOR T05 TOP OF SLAB EF EXHAUST FAN TX TOILET EXHAUSTI I Construction in regions where the basic wind speeds Design Criteria EW EGRESS WINDOW TXF TOILET EXHAUST FAN I I exceed from Figure 8301.2(4) equal or exceed Z v FC FIRE CODE TYP TYPIICAL I I I I 130 miles per hour shall be designed in accordance FD FLOOR DRAIN TEM TEMIPORED I I with one of the following: a x FIN FINISHED) TEMP TEMPORARY I I FLR FLOORING) UON UNLIESS OTHERWISE NOTED I I Z FPSC FIRE PROOF SELF CLOSING VIF VERIFY IN FIELD I N w Plans have been designed 2015 International Residential Code and the 2016 U W FT FOOT(FEET) WC WATER CLOSET Q I � ( I FJ FLOOR JOIST WR WATER RESISTANT I 1/2"Anchor Bolt 32" O.G. Max I I N in accordance with: Uniform Code Supplement Q GA GAUGE I f mbedment Depth is 12" Minimum I 0 GALV GALVANIZED I se Washers Min 11/2" in Diameter I I o a GFI GROUND FAULT INTERRUPT a I I o CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA: (Table R301.2(1) x GL GLASS + 2 x 10 RR @ 16"O.C. GWB GYPSUM WALL BOARD I I Wind Exposure Category: B 44 HC HOLLOW CORE I i 6" PG Slab w/6 x 6 WWM I I Ground Snow Load: 20 PSF O HDW HARDWARE HM HOLLOW METAL I I Wind Speed: 130 mph 3 sec Gust w W HOR HORIZONTAL �h I I I I (1110 fastest mile) v v l- O HP HIGH POINT HT HEIGHT I i i I 1 Cse 8"Concrete Block 2 x 8 CJ @ 16" O.C. Seismic Design Category C Z HVAC HEATING/VENTILATION/AIR CONDITION I I I I a Q O O IN INCH I I E Weathering Severe Q� M INT INTERIOR 12"w x 24"d Haunched Sla Ft l: I L_________J I ro inches INV INVERT I I o Frost Line Depth: a RO for Garage Door Heavy JT JOINT I+ Termite Infestation: Moderate to KIT KITCHEN L , r J (2) 2 x 12 Hdr �� E Decay Probability: Slight to Moderate ►� LAV LAVATORY - - Winter Design Temperature: 51 U Simpson HD-5 Holddown 9'-O" Simpson HD-5 Holddown Ice Shield Underlayment Required Valleys and Perimeter Foundation Plan Plan Roof Plan Flood Hazard Exempt Asphalt Shingles over 15# Felt Air Freezing Index 599 over 1/2" CDX Plywood Sheathing over 2"x 10"R.R. @ 16"O.C.. MIN. DESIGN PRESSURE DP RATING: 0 Q 2 Layers of Underlayment over Entire Windows ZONE 4 DP 25 0.0 Roof. Provide Ice Dam 24"Wide from From Face of Building, Doors ZONE 5 DIP 30 a x "Simpson"New Rafters cv O ZONE 1 DP 25 U (See Detail) N cr1 ZONE 2 DP 30 W O r ZONE 3 DP 30 Q T cv 12 Simpson" 1-12AA at All y ZONE 1 DP .20 ZONE 2 DP 45 3 New Rafters N N nl Legend (See Detail) N ZONE 3 DP 45 (2)2 x 4 Plate Zone Dia9mms : Existing Walls to Remain I f — Existing Walls to be Removed - - -_ __ __ ; 2 x 4 Plate fes, M s� (2)2 x 4 Plate (2)2 x 4 Plate _ -- 1 - -� New Walls and Partitions 0 cn 2 x 8 CJ @ 16" O.C. R• kX-LIN, 0 Insulation —'' — • i p Goble Interior d Door Wall ® ZoneK � ` � Treated 2 x 6 Plate Edge 's ' '� Peril ��•c�" C4W 6 �' Window �1f� Copper Termite Shield x 6 WWM Zone Zone Structural Beam _ 1/2"Anchor Bolts 32"O.C.Max Minimum Uniformly Distributed Live Loads: Table 8301.5 ----------- --- USE LIVE LOAD DEAD LOAD West Elevation 1 Cse 8"Concrete Block Outlet Exterior Balconies 60 psf 10 psf D Decks 40 psf 10 psf N w N N GFI Outlet GFI #3 Bars Cont Passanger Vehicle Garages 50 psf as per plan t` —' 12"w x 24"d Haunched Slab Ftg East Elevation/Section ATTICS without Storage 10 psf 10 psf c7 H � >: 3 Q Switch z $ ATTICS with Storage 20 psf 10 psf z w Q Q ROOMS other than Sleeping Rooms 40 psf 10 psf Ceiling Fixture a Sleeping Rooms 30 psf 10 psf v A A v Stairs 40 psf 10 psf SCALE: Exterior Fixture 1/4" 1' Guardrails and Handrails 200 psf 10 psf Smoke Detector Q 12 psf for Attic Live + Ground Snow Load 20 psf Y CO Detector p 15 psf for Goth � �S G. Ni ,A of Table R301.7 G ALLOWABLE DEFLECTION: * v r - w Vent Structural Member Allowable Deflection W Rafters having slopes greater than 3/12 with no finished �Zsp Vent/Light ceiling attached to rafters L/180 a $10�r in Interior Walls and Partitions H/180 DWG. ME: Ceiling Fan Floors and Plastered Ceilings L/360 All other Structural Members L/240 COVER ER Exterior Walls w/plaster or stucco 1-1/360 H E ET Exterior Walls -Wind Loods(a)w/Brittle Finishes L/240 Exterior Walls-Wind Loads(o)w/Flexible Finishes L/120 DWG. NO.: Note: L= Span Length H= Span Height North Elevation a. The Wind Load shall be permitted to be taken as 0.7 times the cowl Component and Cladding loads for the purpose of the determining South Elevation deflection limits herein [PACE 1 OF 3 �y DECK/PORCH RAILINGS TABLE R402.2 MINIMUM SPECIFIED COMPRESSNE STRENGTH OF CONCRETE00 N GENERAL CONDITIONS IONS 8312.1 Guards Reauired TYPE OR LOCATION OF CONCRETE CONSTRUCTION Strapping Details `f' 1. All worJs_5hall conform to 2015 Residential Code of New Yor- tat localBuildi Zoning Codes. Framna (Continued) MINIMUM SPECIFIED COMPRESSIVE and the Nei!York State Energy Conservation Code AJLCodles shall supercede the drawings and shall Lac; Bolts P-orrr�hes, balconies or raised floor surfaces located more than 30" above th�floor or_tirade below shall have auarids not less than aro" in height. Open in sides-Qf5fairrrrs STRENGTH°(fc) 00 He incorporated Into the_dr_owings whefiher they are indicated o�the�lons or pat 1. Shall be of structural grade steel Weathering b LSTA Strap Install 16" On Center wi+h a total rise of more than 30" above the floor or grade below shall have guards \v� 2. Contrac+or shall check and verify all dimensions-notes and contdi+ions of the Site before a construction not less than 34"in height measured vertically from the nosing of the treads. Negligible Moderate Severe e any 2.Washers shall be placed der the head of Ica bolts bearing on wood, length of Ina bolts Basement walk,foundations and other concrete nor exposed to the weather work is started. The Contractor shall notify the Architect of any-discrepancies or conflicts in the drawings shall be a minimum 2/3 depth of membershelita bolted together_ 2500 2500 2500° and/or field conditions before starting the work.The-dis�aYe of discrepancies after beginning the work shall_ 8312.2 Guard Opening Limitations Basement slobs and Interior slabs on grade,except garage floor slobs 2500 2500 25000 0 E Required_guards�n�pensides_ofstairways,l-aised�9oor�areas,�alconies�ndporches I w` _tits tho}ull_r_esponsibili of+he Contrna+or to correct. Altering Structural Members Basement walls,found°on wa s,eater or walls and other vert cal wncrere V ShalLhaYEJ1'l+ermedlate�'GIIS�r_aCnamEl7tGLGIG5Ure5 that_do not-allow-passage of work exposed to theweother 2500 3,000d 3,000d 00 1. No structural member shall be omittted, notched-cut-blocked out or relocated without sphere-4Lormorre in d a nater. Porches,carport slabs and steps exposed to the weather,and garage floor stabs 2500 3,000d 3.500e 3. Contractor shall Iona+p stake out all ext is ins underground utilities prior to any excavation. The utilitiesshcwn prior approval of the Architect. Do not alter sizes of members noted without approval i .. on the plan are an approximate location only. of the Architect Exception For SI:1 pound per square Inch=6.695 kPa - ) 4 Contractor shall be responsible for arranaing�IL�eGess2c� p�rmi+s and inspec+ions, inciudingS"ertificate of Occupancy�C.0.1 The frianguar openings formed by the riser, +read�nd.hoitam�^ail of a guardnat the open Built-up Beams a.5trengtha+28 lova psi. side of a stairway repermitted to be of such a size that a sphere ro" canna+pass unless Otherwise noted. b.See Table R301.20)for weathering porenflol. 1. Built-up beams or joists formed by a multiple of 2 x membersshalLbe interconnected as follows: thrt�uah. Simpson Strong-TI , s 5. Written dimensions shall have precedence over scaled dimensions and laraer_scale_details shall have precedence over smaller a• Members 12"and less in depth: glue and internal w/2 rows Tool nails at 12" a.Concrete In these locator that may be s4ecr to freez ng and thawing during construction shall be alr-entralned concrete Rafter to Rafter H2A - Rafter Clip Rafter to Top Plate In accordance with Footnote d. -�``staggered` HABITABLE SPACE Connection Detail scale details/drawings. Drawinas are not to be scaled. b.�'1emb�rsgreater than_0 1/4" in depth or mu+iple 3 x members through bolt with 1/2" d.Concrete shall be air-entrolned.Total air content(percent by volume of concrete)shall be not less than 5 percent or more Con neetion Detail -' _dameter machineboits at 4"a-c. 1. All habitable spaces shall conform to the following sections of the Residential Code than 7percent. " rob.Any ddaviation from the Architect�a_drew ngs_must-be-subm±tr-d-fa the-Arrchitsct-itLwri+in_g for approval. of New York State: e.See Section 8402.2 for maximum cemem"ous materials content. 8303 Licht-Venn ang tilatiod Heating g f.For garage floors with a steel troweled finish,reducflon of the total air content(percent by volume of concrete)to not less than ,+t+r•^` a�oa nst�amage reakage Cutiina of Beams, Joists and Rafters 3 percent is permitted if the specified compressive strength of The concrete is Increased to not less than 4,000 pal 7. Contractor shall be responsible for__adeE$uately braGing seting all work during construction 1--Cutof wood beams,joists and rafters shall be limited to cuts and bared holes not deeper $�04 Minimum Room Areas _ collopse, distortion and misalignment according to applicable ca2des, standards and good practice. than 1/6 the depth of+he memberand Shall R305 Ceiling H�iaht H2_5 Clips in the middle 1/3 of the span. Notch RBO6 Sanitation 8 All work shall be performed in a first class manner with ail netw materia . Con lstractor shall provide eaeauipment, labor and depth of the ensda+the member shall-not_exccad 1/4 the depth of+he membE.r�l�oles bored or TABLE 12403.1 MINIMUM WIDTH of CONCRETE OR MASONRY FOOTINGS pnchesb 8307 Toilet,Tub and Shaer Spaces aut ina j to+hair shall not be closer than 2 inches to the tip or bottom of the joints and the materials necessary for the_proper_execution and thely comj:iletion of the_ ork�Contractor shall be responsible�or all materials Use every other nail hoe NGTH 0 LOAD-BEARING VALUE OF SOIL(psf in a row to provide th a -diameterof the hole shall riot exceed 1/3 the depth of the joint. The tension5ide_afbeams. iaists P ^, and equipment stored at the site. EMERGENCY ESCAPE $ RESCUE OPENINGS 8310 1,500 2,000 3,000 E 4,000 code-required minimum and rafters of 4 inches or greater nominal thickness shall not be notched, except at ends of center-to-centerF- 1�Basements�vithhabitable�pacE and�vetysleepinsgroocn shalLhaveatleastane�psrableQmergency Conventional light-frame construction cs2o members. Spacing for nails }+ g All contrac+ors and their sub-contractors; r shall carry insurone that will protect the Owner and the Architect from claims from �1nd-Rescue-Opening._S _ uch-opening-shal[.open-.dire,ctly_intoa_public street-public-alley yard or_court_ 1-story 12 12 12 12 Q Z _damages for personal-[�uries, Iricludiria_death,which may_arlse in connection with+his p eat. _ Where_basementssontai"ne orore-sleeping roams-emerrgencyygrass-shall-be-required-In-each-room 2-story 15 12 12 12 O Pipes in Stud_Scaring-Nails_or__Shear Nails � 3-story 23 17 12 12 Q �ushalLnotbe re �reas�fthe_brasement_Where�mergency and_rescuam e openings Aare- 1. 3 Q 10. Contractar_to_indemnifv Architect and Owner and hold harmless 1. Notches or bored holes to studs of bearing walls or pard+ion shall not be more than 1/3 the -provided-they shall have a_sillheight-of-tot more thion 44inahessabove-the_floor- Where_the-doo"pening 4-inch brick veneer over light frame or 8-Inch hollow concrete masonry SPAN W �' depth of the stud. G52o -having.a±hcesholcLbelow_the -rescue-opening 1-story 12 12 12 12 11, The Architect is not responsible for construction means safety precautions --andis_provided with_n2-story 21 16 12 12 andrams in connection with this project. Bridging and Blocking 3-story 32 24 16 12 ` pnog project, -dimensions this section_sha�beabtaine�bythe�ormaLoperationofthe_emer_gency_escape_and_ (� �q 1. TherQ shall_be__not less than one line ofin floor, attic, and roof 8-inch solid or fully grouted masonry G92o _1'eSGLE_fCaln�lleJnSlde.-EmergenCC�eSGapelind�eSGUe�penl11g5.511aILapBnSllreGtly into a pLLbIIG,Nay�r�D1i_ 12 All construction with the 110mph and 120 m speed re ions Nassau Suffolk Counties shall be in co framing. The bridging shall consist of not less than 1 x 3 inch lumber doubled nailed at each end p p gT � ) nformity -yardor-court_that-opens+o a oubiicvvay_ 1-story 16 12 12 12 Provide minimi 12" •r with the American Forest$ Paper Association nP 201�Wcod Frame Construc+ion Manual. or ofeguivalent metal brocin_q of equal rigidi . Mid plan bridginc is not required for attic or roof 1.1 Minimum-O enln _Areas-�Il-emer enc �sca eandrQscuea en s-shaiLhavealninimum-netclear 2-story 29 21 14 12 end distance P (AnPA) P 9 9 y' P P i>� 1 � framing where joistd nth does not exceed 12 Inches nominal opening_of_5.7sgUCM_feet 3-story 42 32 21 16 Equal number ' 13 All contractors shall be licensed and insured 1.2 Minimum-Q enin -lei htshr--minimumtclear-o enin haLbe24 inches specified nail Header to Studs �+-+ P 9 9 P 9-s In each an 2. Block solid at all bearing supports where adequate lateral support is not otherwise provided For 51:1 inch-25.4 mm,1 Gonnection Detail 13-Minimum-Opening Width--Tile-minimum clear-opening-shall be20Jnches pound per square foot=0.0479 kPa. ^ 14 Contractor to obtain Owner's of Architect's approval for all materials, finishes and equipment prior to pJrc�hasing. All equipment Mack all stud walls at maximumJntervales�_af$_fee+with min imum-cf 2-x_solid material with 1-4___Gpening-Constraints-_Emergency-escap"rid-rescue-openings sholLbeaperational_fram-theinside_ a.Where minimum footing width is 12 inches,use of a single Stud t0 Stud U ^� +i h+loin+s. g g Wythe of solid or and materials are to be installedper mann g ofthe-room-without-the-use-cfkeys,tocls-or�peciaLknowledge. t� fully grouted 12-inch nominal concrete masonry units is permitted. GOnneetlOn Detail r-� ISI 15. Contractor shalfJsee the site clean and-free of debris. 3. Provide 2 x flrestops at midpoint vertically of stud wall. F w p 2 Window_Wells'he-ninimurtLhorizontaLare"fthe-Wntlowwell-shall_be-9-squarrQ-feetwith a-vinimumlhorizontal projection a rl id+haff26 inches.She-arr=-cf tlhe-window-yell sholLallow the-emergenc)Lescape-opening Z U fro. These drugs are the property of the Architect and shall inot be used without his consent. Drawings shall not be used for issuing PIYWood dobe fully cpenied. TABLE 8401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS, Q of a buildingpermit unless signed and sealed bL y ouis_Schwartz-2,F_ ordonce with: U w Q U5 Prod uctStandar_d PS 1-83 for Construction and Industrial Plywood 3, ulkhead-Enclosures-Bulkhead-enclosures�hall_Rrovideblrect-cccess fothebasement-She bulkhead_enclosure CLASS OF MATERIAL LOAD-BEARING 17. Contractor to follow all manufacturer's specifications, recomimendatbne�nd installations on all products used in this project. Notify 2. Each plywood sheet shall bear the"APA"trademark with-the doorrrp-anel5 in the-full_"pen positicn shall) pmvidethe-minimum-net_cleorr opening-requiredhy-SectionQ PRESSURE(pounds per square foot) a +he Architect of anv conflict between the plans and manufacturer''S�peolfications, prior to 3. All and joints shall be staggered and_-,1=Lb�ta(of framing m ng the centerlines oembers 8310.1.1. Bulkhead�ndosices-hallalso_comply�vitJiSection1�3115.6.2. Crystalline bedrock 12,000 installation of product on this project. Contractor shalLbe responsble for correction of any work that prevents the correct installation 4. The face grain of the plywood shall be laid at right angles to the-joists and trusses and parallel Sedimentary and foliated rock 4,000 of a specified product as shown on the drowinas_ to the studs. ENERGY NOTES Sandy gravel and/or gravel(GW and GP) 3,000 5. Nails shall be placed 3/8" minimum from edge of sheets. The minimum nail pentration into framing 18. Ma+ch all existingconditions as the relate to finishes, Iia lmensionm Sand, silly sand, clayey sand, silty gravel and clayey gravel W 0 y hti,�q,__coursi�na. d' _,�e]ght,_alignment, etc. Move and re-locate _Jnembers�hallhe 1 1/2"for 8dnails and 1 3/8"for lOd nails. (SW,SP, 5M, SC, GM and GC) 2,000 7 0 anyparti+ions plumbing and ductwork-that-may-be-con ad in walls or ceilings being revised,to provide a complete lob in all 6. All floors shall be nailed as per nailingschedule ELECTRICAL Clay, sandy clay, silty clay, clayey silt, silt and sandy silt respects' 1. All electrical work shall conform to the rules and reaulatjons of the National Electrical (CL, ML, MH and CH) 1,5000rh �- l O Partitions Code,_Residenti:I G deaf New York 5+ate, and Board of Under writers_and its �•/ V�jj 1. (Seneral: referenced standard NFPA 70-200 in, Provide eoijd blockina at 4'-O"o.c. between the joist and first interior pardel-joist. 2.The electrical equipment and wiring shall be installed 'inaccordance with Chapters 33 b. 5 lice es of thetap and bottom portion of double topplates must be staggered a min_ thru 42 of the Residential Code of New York State. O of 4'-O". F-XGAVATION AND BACKFILL ��ccs shall occur irect�, 3•--Electrical-b'ork to�Qlnspected by ansapproved-e�sGtriaaLinspection company. Floor t0 Floor � M � only dover studs. ets 4. areas to be around fault pier(GFI)tvpe+vpe. COnneetlon Detail i-�-1 1_ Contractor prior to any excavation. The utilities shown on the plan d.Lop top plates at corners and intersections. are an approximate location. 2. Bearing Walls supporting one floor or more: Single and Multiple Station Smoke Alarms F--1 a. Partitions must be constructed of minimum 2 x 4 studs spaced 16"o.c.of type lumber Single and multiple smoke alarms shall be Installed in the followjnaJoGations: W �•i•{ �j 2 Excavate all areas indicated on the drawings All Excavations shall be the minimum depths required achje an undisturbed specified. P�-ec{ ving�le 1.-Ineach-slee__p_ing Virgin saLwlth stable moisture content and non-shifting and non-shrinking soil characteristics. The Contractor shall be_responsiblieb_ If double top ploteof_less than 2 2 x 6's or 2 2 x 4's is used floor joists shall be centered 2. Outside of eaGh�epera+e sleToing area tin the immedia+eylainjty of+he NAILING SCHEDULE: Table Table 602.3(1) 2015 IRC for notification of poor soil characteristics to the Architect aria shall not proceed with the work until receiving Instructions from the Archjtect. directly over and below bearing o wall studs with a tolerance of no'Ire than 1 bedrNote: This schedule does not include nailing for metal framing straps(see section ooms_ TOP PU17E3 C. Bearing stud walls must besheathed with minimum 1/2°gyp. bol. fastened according-to -S. On eaGlLadditional story and cellars but for strapping and requirements section for rough opening framing 3. The Architect hassTrepared the drawings and 5pe ' sumed bearing cacacity of 1 ton oer�sq. ft. and an assumed oiL monufncturerr's recammenda+ion- requirements). O characteristic of sand or gravel with minimum+races-of clay unless otherwise noted. not including crawl spaces and i ni intervening italbfdatticstween the o or nt-lavals-0- All nailing Is a general specification it applies unless otherwise noted. rT� with split levels and without an intervening door between the adjacent levels, a 1-1-1 Corner Brocina smoke alarm installed on the upper levelsholl suffice for the adia centlowen_level md grade unless o+haryidse-n&ed-on1. Unless otherwise Joint Description No.of Nails Nail Spacing 4. All excavations for concrete piers and footings shall he a minium of 3 ft below finishe (� Ss provided that the lower level is less+hair one full story below upperJevQl. SSD that-cf__sheeting. ROOF � CEILING FRAMING O a BORED HOLE KAX. ~ 5. All backfill shall be cleanaranular�lL When more than one smoke alarm is required to be Installed within an individual dwelling unit DIAMETER 40 PERCENT 2. Overlap plates at all corners the°alarm devices shall be interconnected in such a manner that the actua+uion of one_alar n Rafter to Top Plate(Toe-Nail (3)10d Common Per Rafter OF STUD DEPTH a rel 6 No backfill shall be permitted against GoncretQ orlvasonry futtndation walls without floor framingor prop.Qr_bracing as requirredto pravert will activate all of the alarms in the individual unit. The alarm shall be clearly audible in all U [-t Ceiling Joist to To Plate Toe-Nail (3)8d Common Per Joist _damage to walls. No 6 The contractor shall be responsible for any Nailin bedrooms over backround noiseJevels with all in+evening doors closed. 6/e IN.MIN.TO EDGE 6 16d Common Each La A/®IN.MIN.TO EDGE W O damage to concrete or masonry wall. 1. All nailing shall comply with nailing schedules shown. Ceilin Joist to Parallel Rafter Face-Nail (G) P Q C/)All smoke alarms shall-be listed and installed in accondance with the provisians-ofth- Ceilin Joist lops over Partition Face-Nail 3 Tool Common Each Lap Alignment Residential Code of New York State and thehousehicld fire warning_provisions of NFPA 72, 1. All rafters and joists framing from opposite sides shall lap at least six(61 j, aches and nailed togather with Collar Tie to Rafter Face-Nail 3 10d Common Each End (3)lOd face nails. Power Source In new canstructio the re uired smoke alarms shalLreasiva their rima ower from the Blockin to Rafter(Toe-Nall) (3)8d Common Each End NOTCH MUST NOT EXCEED 2s CONCRETE 2. When framing end to end joists shall se ether with metal stra s. � p p � GUCed fag p PERCENT OF STUD DEPTH 1 As Per Chapter 4 Residential Code of New York and Tables41.4-1,402.2 8,403.2 included on this sheet. buildina wiring when sucEwiring js served_fr_am a commercial source or canan--siteslectrical Rim Board to Rafter End-Nail 2 16d Common Each End power system and when primary power is interrru tedd, shall receive power from a battery. 2.. Concrete shall be air-en+rained. Total air content(percent by volume of toric -shall not be less than 5%or more than 7%. FIREBLOCKING/DRAFTSTOPPING ' BORED HOLES SHALL NOT BE (P retQ) WW�rI gshall be permanent and withou+disconnecting Awi+ch other than those required for WALL FRAMING LOCATED IN THE SAME CROSS IF HOLE IS BETWEEN 40 PERCENT AND 1. Instal freblocking required as per Sec+ion 8602.8 andra d $steppingaspar 8502.12 of the I SECTION OF CUT OR NOTCH IN W PERCENT OF STUD DEPTH,THEN STUD overcurrent protection. Smoke alarms shall be permijtted to be battery operated when To Plate to To Plate Face Nail 16d 24"O.G. Per Foot STUD MUST BE DOUBLE AND NO MORE THAN TWO Residential Code of New York State. , SUCCESStvE STUDS ARE DOUBLED AND SO STEEL NOTESinstalled in buildings without commerciaLpower or an on-site electrical powersysfem or,in QED 2. Fire stop;h"hall be provided-to-cut off all concealed draft openings (both horizontal and vertical)with To Plates at Intersections Face-Nail 2 Tool Common Each End i 1. All Ste elshall_haye° minimum Fb of 24.000 ps.i. 2" nomimal lumber or 2 thicknesses of l" nominal lumber wi+h broken lap joints�r_ether approved material buildings that undergo repair, alteration, chnaesf_oocupancy addition or relocation in I accord ancewithBppendk-L Stud to Stud Face-Nail 16d 16"O.C. Each End E 2. All-StcaLsholl conform to+he latest A S T.M.specifications for A-36 steel. Pipe columns shall ccnforn to A.S.T.M.A-53. FLASHING/CAULKING NOTES Carbon Monoxide Alarms Header to Header Face-Nail loci Common 16"o.c.along edges iammfor exterforand bearing walls. Z 1. Provide metal flashing where frame lumber is in contact with soil or concrete. Provide hidden (blind) metal Carbon monoxide alarms shall be installed in the following locations: I Q _.flashing.�herrQ�ops of roofslntersect vertical wall surfaces. Provide metal step flashing arond all chminevs, To of Bottom Pla+e to Stud End-Nail 2 Tool Common Per Stud I FIGURE EXT) NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS 1. Carbon Monoxide are required on each level on which sleepinaspacesar_eJaGated. i FRAMING skylights and where sides of roof intersect with vertical wall surfaces. All metal flashing shall extend upup Bottom Plate to Floor Joist, Band Joist, End 2. On any story where a fuel-fired appliances and eauipmart, solid fuel burning 16d Common 16"O.C. Face Nail hNATIFINAI RFRITIFNTIAI CFTr1P0 W 1.__NlinimumJheadersiT t_.e a be 2 x 6 with 1/2"COX PI cod Flitc late unless otherwise noted_ __vertically of 4"from roofunless otherwise noted• Josit or Blocking(End-Nail) (� y�-- �-P appliances and equipment,fireplaces or attached garages are located. � 2. Flash,caulk and seal all junctions of new and existing roofs,wallsand penetrations, to form a watertight 2. All exterior lumber and/or lumber with mason y/concrete shall pressure treated CQ)unless otherwise noted. assembly' When more than one CO alarm is required to be installed within an individuaLdwslling-Li nit FLOOR FRAMING thealarm devices shall be interconnected in such a manner that the ac+uatuion ofone-alorm Joist to Sill To Plate or Girder Face-Nail 3 8d Common Per Joist VENTILATION 3 All wood subfloors shall be 3/4" plywood to alued�ndmailed+o ;�ols+s. will.activate-all ofthe alarms in+helndividual unit. The alarm shall be ciearly-oudible.in__alL Ventilation Required bedrooms over backround noise levels with all intevening doors closed. Brjd in to Joist(Toe-Nail) 2 10d Common Each End t\ 4 All wood frame openinas_in�loors, roofs, ilings shall have a minimum double"trimmer and header"framinc unless otherwise noted Enclosed°+tics and enclosed rafter spaces formed where ceilings are applied directly+o the under-de of roof rafters shall have cross ventilation for each separate ace b ventila+in enin cted against Blockin to Joist Toe-Nail 2 10d Common Each End m p �y g_on-gs-pante g All CO alarms shall be listed and installed in accordance with the provisions of the 5 All wood frame wall openings shall have minimum__d=bjL-stud p� +s a+each end. entrance of rain or snow. Ventilating openings shall be provided with corrosion-resin+ant wire mesh with 1/8" Residential Code of New York State and thic household fire warning provisions of NFPA 72 Blockinq to Sill or Top Plate(Toe-Nail 3 16d Common Each Block ; N m'njmum to 1/4" maximumopenings. aria Ledger Strip to Beam Face-Nail 3 15d Common Each Joist •aara ". FW- J 6. All hanging woo joists and rafters shall besuppot ted_witf-steQdloist hangers. Power Source as off;» " O Minimum Area � ¢ 3 � Carbon monoxide alarms, carbon monoxide detectors, rd alarm-=ntrol units to which carbon Joist to Led er to Beam Toe-Nail (3)8d Common Per Joist Z Q Q Q o_ist_hangers are in con+aatwl�_CL2_lumbbcr use stainless steel joist hanaersan fastners only. the to+al net free men+ilating area shall no+be less than 1 to 150 of the area of the space men+ilat d 7. When i � � monoxide detec+ors are connected shall receive their primary from the buildina wi�ina, a Q C7 Q � Band Joist to Joist(End-Nall) 3 16d Common Per Joist and shall be equipped with a battery back-up system that au+omaticallyprovides�ower from Vent Clearance U A U 8 All roof and wall sheathing shall be 1/2"CDX Pvwood one or more batteries when primary is in+e�rup+ed. Wirt shalLbe permanent and Band Joist to Sill or To Plate Toe-Nail 2 Tool Common Per Foot SCALE: sconnectin A minimum of a 1"space shall be provided between the insulation and+he roof sheathing at t he loca+ion of+he vent e """'" `° r"°i CFfD wj+tout a dig swj+ch o+her than those required for over current-protection, _ 9 All wood floor jois+s, and flat roof raftereg°+mid sponniina 10'-O"or greater shall be provided w/bridgin -soon or at no greater than 6'-O" ROOF SHEATHING 411 - •OnEES�M Na,lF _intenals GLAZING Exceptions se�o"°r cur°n"orw w Structural Panels 1. All glazing shall conform+0 8308(Glazing)of the Residential Code of New York State 1. Carbon monoxide alarms and carbon monoxide detectors installed in a building-orstructure SICILY O 10._P_rovide double floor joists under all paralllel walls above. without an electrical power source shall-be battery o crated. Interior Zone 8d Common 12"o.c. G. �'�, 'Q FIGURE R2.at21 � A o.c. M WINDOWS Perimeter Zone 8d Common NOTCHING AND BORED HOLE UDATIONSFOR INTERIOR NONBEARINOWALLS 6" 11._Install-steel strapping at all framing members as required. (See, octads) All windows spatified-as-on_egress windcwsholl meet or exceedthereaujrements of the RSCNYS (Section 3101: 2.-hi-buildings that undergo repair, alters+ion„ change cf-ocGuponGy,_addition or relacationin D Min.Openin-a Arcc=5.7 sq.ft, accordance with Appendix J, carbon monoxide alarms and carbon monoxide detectors may be n 2 12 All top plates In wood frame walls shall be doubled and ova rap with jn+ersec+ion walls if possible. Min. 0 aning Height=24" battery operatedcord type or diracf plug. EXTERIOR OR BEARING WALL Min. Opening Width =20" CEILING SHEATHING Fo °� 6-� � 13. Dimensional lumber to be Doua Fir ,#2 or better in. Fb.90)O, EE=1.5 x 10(slx 10(sl ,Sill Height=44"Max AFF Gypsum Wallboard 5d Coolers 7"Edge/10"Field 14. Laminated Veneer Lumber(LVQ have a min Fb-2,850 anA an E=1.5 x 10(,) DRYWALL NOTES WALL SHEATHING DW . AME: TvpicaL _Bativaomnlis fl Ceilings NOTCH GREATER THAN SO n to GAGE E 054 FASTIE AND t S S WIDE DETAILS Structural Panels Bd Common 6"Edge/12"Field PERCENT OF THE PLATE WIDTH METAL TIE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF THE 15 All shims under cellar girders to be steel only. 1. Provide 1/2" mold$ moisture resistant aayrpsum board to all walls ceilings including all bathroom walls and ceilings NOTCH WITH a-1 0d NABS EACH SIDE Gypsum Wallboard 5d coolers 7'Edge/10"Field & NOTES and any wet areas. All gypsum board shall-1'eceive one cog+of+ape and three coats of ioj_. +compound minimum. 15a1+s In Wood Framing All walls ceilingsand °=ledges to receive the or stone shall be set on 1/2"cement board FLOOR SHEATHING 5uVoor 1. All bolts in wood fromina shall be standard machine bolts -hers or steel plate washers Czarage Walls$Ceilings Structural Panels TOP PLATES DWG. NO.: 2.-Steel plate washer sizes shall be as follows: 2. Provide ane layer 5/8"T e-X gypsum board to oil walss and ceilin s of all attached aura es and room enclasin PIPE y yP yP g g 9- 1"or Less Bd Common 6"Edge/12"Field a 1/2"and 5/8"[)!am. bolts-2 1/4"sq. x 5/16" heat producing eauipmen+ provide one layer 1/2"Typo-X gyp tarn board at all jntzriar�ousewalls commonto_ s-x/16". Greater than 1" 10d Common G"Edge/6"Field A - I _garages. Provide one layer 5/B"Tvpe-X gypsum board over al heat producing ea_,uTipmen+in all unfinshed pan- 3._Each bolt hole in wood shat be drill 1/16" larger than dicmeter cif+he bolt. cellars. Note: Maximum wall height 110/'120 mph zone, Exposure B Spacing @ 16"o.c. Im. 4. For_all anchors,see typical details. is 14 feet,see plan for additional specfication if applicable. FIGURE 8602.8.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING PAGE 2 OF 2 d LVLQ1 BUILDING D P RT DATA: 00 ABBREVIATIONS `` ,..` Classification/Floor ,area !�Y(\1i 00_ 412 VSIZ-� ACQ ALKALINE COPPER QUATERNARY LVL LAMINATED VENEER LUMBER � .. RA EFloor Level Existing Proposal Total dl � ACT ACOUSTICAL TILE MAX MAXIMUM Vii:. •- , �, =TACno H E 1) OA j Cellar (Finished) O O O AL ALUMINUM MIN MINIMUM r.._>Vii; , J ALT ALTERNATE MRB MARBLE 1."•u'' AFF ABOVE FIRST FLOOR MS MARBLE SADDLE C'.".'i ' -ALT Floor O O O m 2nd Floor ASF ABOVE SUBFLOOR MTL METALJO A.S. ALUMINUM SADDLE NA NOT APPLICABLEi _?'.':=,t �' '. �r U- Total O A.P.B. ANTHONY POWER BEAM NIG NOT IN CONTRACT Garage O B.C. BRICK COURSES NOM NOMIINAL 3, ::':_ 'l_;'' `. '" O O BD BOARD NR NOT REQUIRED �+.• ;=i;f'"',. - C : '. . T 4 T H LA E kC)!:;) uei W N � -' NTS NOT'TO SCALE BOT BOTTOM LL Q Front Porch BLDG BUILDING OC ON CENTER ^! [ ^°"; ;"s" � mRear Porch O O O CBB CEMENT BACKER BOARD OCG OCCUPANT(S)CL CLOSET OH OVERHANG [Decks d`. T CLG CEILING PART. PARTITION C� �,a , C!`i C^ '' !F i.S i l i • 'i E­11 'k :'0• ,7 , PG POURED CONCRETE � CLR GLEAR(ANGE) v� U T H NY COL COLUMN PT POINTC®pPLyIfTH ALL CODES OF CONIC CONCRETE PKT POCIKETNEW 'ORK STATE & 70WId CODES CMU CONCRETE MASONRY UNIT RAD RADIUS NEW CT COLLAR TIE REQ. REQUIRED AS RE UIRED A� � Z CJ CEILING JOIST REV REVISION(S) (f M__ o CANT CANTILEVER RM ROOM CMD CARBON MONOXIDE DETECTOR RR ROOF RAFTER SOP,e m.N Rl U h � DIA DIAMETER R/R REMOVE AND REPLACEggUSIESILL DIM DIMENSION SEC SECTION O DR DOOR SF SQUARE FEET Aiy nor 15'-O" O 12'-0" 04 DTL DETAIL SIM SIMILAR W 0 DWG DRAWING SQ SQUARE < U r Q � ON DOWN STL STEEL EA EACH SD SMOKE DETEGTbR _ 12'-O" ."�'b"` T Simpson HD-5 Holddown Simpson HD-5 Holddown EL ELEVATION STD STANDARD t.�r .4%J ���`�� ' }� - it — — — — — — — — — — — — — — EX EXISTING TEL TELEPHONE OF ALAN FUL EQ EQUAL TG TOP ANY �_ EXH EXHAUST THK THICKNESS `� J 4 -k � �� AT D 8301.2.1.1 (2015 Residential Code of New York State) EXT EXTERIOR TOS TOP OF SLAB •� EF EXHAUST FAN TX TOILET EXHAUST Construction in regions where the basic wind speeds Q EW EGRESS WINDOW TXF TOILET EXHAUST FANS �_-�.,1i � nn^,n, ni � P� i�I;�OFF � I Design Criteria g P I exceed from Figure 8301.2(4) equal or exceed Z '� FC FIRE CODE TYP TYPICAL :• !` �Tv 1 A 1 16"w x 8"d PC Footing U '� p r 130 miles per hour shall be designed in accordance FD FLOOR DRAIN TEM TEMPORED �'; i�'�Iai T TO CHPiPTER 235 t�� with one of the following: a FIN FINISH(ED) TEMP TEMPORARY C T` c TOV%i'a' CODE. FLR FLOORING) LION UNLESS OTHERWISE NOTED I I Z FPSC FIRE PROOF SELF CLOSING VIF VERIFY IN FIELD I I I I v w O FT FOOT(FEET) WC WATER CLOSET I I I X Plans have been designed 2015 International Residential Code and the 2016 U Q FJ FLOOR JOIST WR WATER RESISTANT I 1/2"Anchor Bolt 32"O.C. Max I N in accordance with: Uniform Code Supplement GA GAUGE I IIEmbedment Depth Is 12" Minimum I = Q GALV GALVANIZED b I LJse 2 Washers Min 11/2"in Diameter I I O ° © ry 0.4 O GFI GROUND FAULT INTERRUPT " ( III I I 6 " CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA: (Table R301.2-o) z GL GLASS I I " 2 x 10 RR @ 16"O.C. GWB GYPSUM WALL BOARD I I I I Wind Exposure Category: B w F-4 HC HOLLOW CORE 01I G" PC Slab w/6 x 6 WWM I I Ground Snow Load: 20 PSI Q HM HARDWARE I I Wind Speed: 130 mph 3 sec Gust w Cn 1110 fastest mile L) HM HOLLOW METAL I I I I p HOR HORIZONTAL I I I I ( ) � Q HP HIGH POINT 8" PC Foundation Wall 2 x 8 CJ @ 16"O.C. Seismic Design Category G z � z HT HEIGHT I I I I HVAC HEATING/VENTILATION/AIR CONDITION I I O O IN INCH I I I I E Weathering Severe Q, Q INT INTERIOR DFrost Line Depth: arc inches — � (� INV INVERT I L — — RO for Garage Door — — I JT JOINT I+o Termite Infestation: Moderate to Heavy w KIT KITCHEN I I °' (2)2 x 12 Hdr �� E Decay Probability: Slight to Moderate s LAV LAVATORY - - - - - - - - - - - - o Winter Design Temperature: 51 C._) Simpson HD-5 Holddown Simpson HD-5 Holddown Ice Shield Underlayment Required Valleys and Perimeter Isi Roof Plan Flood Hazard Exempt �H Q Foundation Plan Plan Asphalt Shingles over 15# Felt Air Freezing Index 599 w (---1 over 1/2"COX Plywood Sheathing tn over 2"x 10" R.R. @ 16" O.C.. MIN. DESIGN PRESSURE DP RATING: 0 Q 2 Layers of Underlayment over Entire Windows ZONE 4 DP 25 H 'd' C) Roof. Provide Ice Dam 24"Wide from Doors From Face of Building. ZONE 5 DP,3O a x "Simpson" H2A at All ZONE 1 DP 25 U New Rafters (See Detail) m cel ZONE 2 DP 30 W O ZONE 3 DP 30 A > 12 "Simpson" H2A at All �c cv ZONE 1 DP 20 r New Rafters ZONE 2 DP 45 3 � N � Legend (See Detail) " ZONE 3 DP 45 (2)2 x 4 Plate Zone Diagram : Existing Walls to Remain Existing Walls to be Removed L - - - _ _ _ _ ; 2 x 4 Plate (2)2 x 4 Plate ,t (2)2 x 4 Plate 1r O.r New Walls and Partitions 0 Insulation vwvwwvvl { 0 4 Gob te Interior Door Wall ® Zane > Treated 2 x 6 Plate X98 Perimeter gam{ ' a Window Copper Termite Shield Structural Beam _ 1/2"Anchor Bolts 32"O.C,Max Minimum Uniformly Distributed Live Loads: Table 8301.5 ———————————————— USE LIVE LOAD DEAD LOAD D West Elevation Outlet 6 Q Exterior Balconies GO psf 10 psf GFI Outlet 8" PC Foundation Wall Decks 40 psf 10 psf N a N GFI Possanger Vehicle Garages 50 psf as per plan t` w ATTICS without Storage 10 psf 10 psf Switch 1-4 �-- #3 Bars Cont ATTICS with Storage 20 psf 10 psf z Q Q z Ceiling Fixture 16w x 8" all PG Footing w Q ROOMS other than Sleeping Rooms 40 psf 10 psf East Elevation/Section Sleeping Rooms 30 psf 10 psf w v I A Q v Exterior Fixture Stairs 40 psf 10 psf SCALE: Guardrails and Handrails 200 psf 10 psf 4 - 1 Smoke Detector Q 12 psf for Attic Live + Ground Snow Load 20 psf 15 psf for Goth �G.sc �gyop GO DetectorC13a� G ALLOWABLE DEFLECTION: Table 8301.7 r w Vent Structural Member Allowable Deflection 0 s RiRafters having slopes greater than 3/12 with no finished 00 0 oo Vent/Light n,t7 ceiling attached to rafters L/180 - �a L�1Y in Interior Walls and Partitions H/160 D G. A . Ceiling Fan Floors and Plastered Ceilings 1-/360 E All other Structural Members L/240 COVER Exterior Walls w/plaster or stucco H/360 SHEET Exterior Walls-Wind Loods(a)w/Brittle Finishes L/240 Exterior Walls-Wind Loods(a)w/Flexible Finishes L/120 DWG. NO.: Note: L- Span Length H= Span Height North Elevation a. The Wind Load shall be permitted to be taken as 0.7 times the cowl Component and Cladding loads for the purpose of the determining South Elevation deflection limits herein PAGE 1 OF 3 DECK/PORCH RAILINGS TABLE 84022 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE N GENERAL CONDITIONS00 1. All work shall conform to 20151?esidentiaLOode of New Yark 5+ate, local Building�Zoning Codes. FI'Qt'1'1nCL(COC1tInUECi) 8312.1 Guards Required TYPE OR LOCATION OF CONCRETE CONSTRUCTION trapping Details � and the New York tate Energy Conservation Code All Codes shall supercede the drawings and shall LACI Bolts Porches, balconies or raised�loQrrr�ucEace.�losated more than 30" above the-floor MINIMUM SPECIFIED COMPRESSIVE or-9 below shall have guards not lees than 3C" in height. Open in sides of stairs STRENGTH°(fc) oo be incorporated into the drawings.whether they are indicatedon the plans or not. 1. Shall be of structural grade steel with a total rise ofmore than 30" above the floor or guards Weathering Potential to LSTA Strap Install 16" On Center not less than 34" in heightrreasured vertically from the nosing of the treads. Negligible Moderate Severe 2. Contractor-shall check nd-veri£y all dimensions, notes and conditions of the site before any construction 2.Washers shall beolacad_under the head of Ica halt -hear-Inaan wood, lenath of lag bolts Basement wells,foundahonsand other concrete not exposed tothe weather work is started The Contractor shall notify the Architect cf any discrepanciesorconflicts in the drawings shalLb€a__nr nimum 2/3 delpth of members beina-bolted together. 2$00 2$00 2,500c 8312 and/or field conditions before starting the work.The discovP»"�y of diGcr�pancies after beginning the work shall Guard n-r7ening Limitations ° r Basement=labs and interior slabs on grade,except garage floor Blabs 2$00 2$00 22-500cRewired_guar�son-open-sidesiesand-porabes be the full responsibil tyaf the Contractor to correct. Altering Structural Members Basement wall=,foundation walls,exterior walls and other vertical concrete IS v j shall_ha velntermediaterails orornamentaLelosumsthat-,do_notallow_passage of a work exposed to the weather 2,500 3,000d 3,000d °O i 1. No structural member shall be onitfted, notched, cut, blocked out or relaeatea.�lthout sphere--ar�more-in-doometer. Porches,carport slabs and steps exposed to the weather,and garage floor slabs 2$00 3,000d 3.500. S. Contrac+arshalllacate E stake out olLex stingynground utilities prior to any excavation. The utilities sboyvn_ prioraoproval of the Arch' at. Do not alter sizes of members noted without approval on the plan are an approximate location only. Pp of the Architect. Exception For SI:1 pound per square Inch=6695 kPa 4. Contractor shall be responsible for arranging all races sarrry�oeirmits and inspections. including Certificate of Occupancy(C.0) The trianauar openings formed by the riser,tread and bottom rail of a auardnat the open s Built-up Beams side of a stairway are_permi+ted to be of such a size +hat a sphere 6"cannot pass a.Strength at 28 days psi. unless otherwise noted 1. Built-up beams or joists formed by a multi le of 2 x memberssholl be interconnected_as_follows: b.See Table R301.20)for weathering potential. Simpson Strop TI a. Members 12"and less In epthe clue and internal w/2 rows 16d nails at 12" C.Concrete In these Ioceons that may be subject to freezing and thowing during construction shall be air-etralned concrete Rafter to Rafter H2A - Rafter Clip S. Written dimensions shall have precedence over scaledbimand lenslc arala gar scale details shall have_o_reaedence over smaller. M Rafter to To Platealleaccordance with Footnote d. » + c.c. s+gggered. HABITABLE SPACE Connection Detail Connection Detail scale detailsLdrawings. Drawings-are-rat to be waled d.Concrete shall be air enMal ed.Total air pates(perces by volume of concrete)shall be not less ifian 5 perces or more b. Members greater than 1/4" In death or mutiple 3 x members through bolt with 1/2" 1. All habitable spaces shall conform to the following sections of the Residential Code than 7 perces. -d E. Any deviation from the Archi+ectsslrawings. must he subril +od to the Architect in writing for iameter machine bolts at 24"o.c.approval. of New York State: a.See Section R402.2for maximum cemethiousmaterials content. + ;3303 Licht, enon anHeating Ventilation Htin X1-" f.For garage floors with a steel troweled finish,reduction of the total air content(percent by volume of concrete)to not less than 7. Contractor shall be responsible for adeauatu�iv bracing and protecting all work during, construction against_damage, breckaaa_ Cutiinca of Beams. Joists and Rafters 8304 Mini mum-Room-Areas 3 percent is permitted if the specified compressIve strength of the concrete is Increased to not less than 4,000 psi. s„�.,n{ 1. Gutting of wood beams,joists and rafters shall be limited to cuts and bored holes not deeper_ 8305 Ceilin Height collapse, distortion and misalignment according+o aanliaa6lQ aDdes, standards and-goad-practice. a H2.5 Clips than 1/S the depth of the rnemberand shall not be located in the middle 1/3 of the span. Notch R30a_Sanitotian 8.__All_work-shall be performed in a firs+class manner with all nev�ematerials. Contractor shall provide all equipment, labor and -depth of the ends at the member shall not exceed 1/4 the depth of tha-member. Holes bored or 8307 Toilet,Tub and Shaer Sparse TABLE RA 03.1 MINIMUM W DTH OF CONCRETE OR MASONRY FOOTINGS(inchesb out into the joint shall not be closer than 2 Inches to the tip or bottom of the-loints and the Use eve other nail ho e materials necessary ctor shall be responsible for�ILmater_iale_ every ENGTH 0 diameterof the hole shall not exceed 1/3 thedepth of the joint The tension side of beams. Joists LOAD-BEARING VALUE OF SOIL(psf) in a row to provide th a and equipment stored at the site. EMERGENCY ESCAPE $ RESCUE OPEININGS 8310 1,500 2,000 3,000 E4,000 code-required minimum and rafters of 4 inches on-greater nominal thickness-shall not be notched, except at ends of Conventional II ht frame construction center-to-center 12" ° • E- members. 1_Basements�vitl�l�abitablespaces:nd�veysleepingroomshalLhave_atleastoneoperable�mergenay g cs2o c/� S. All contractors and their sub-contractors shall carry insurance that will protect the Owner and the Architect from claims from 1-story 12 12 12 12 spacing for nails wand_Resaue.Openina.�uch_opening shall open_dir�tlyJnta a publla street�publia�alley,�ard_arsaurt� Q damages for parsonalinjurles, incli ding__deathTwHch may arise in connection with this prglact. --\Vhere_basementssDntainone or more sleepingams,omergency-egress shalLberequ redJn_eachtaom 2-story 15 12 12 12 O W Pipes in Stud Bearing-Nalle_orhear!Nails 3-story 23 17 12 12 O __butshallsothe requiredJn-adjoining-creas ofthehasement.-/here em ergency_andrescueopen Ings-are_ CL O 1. Notches or bored holes to tug of b-aring walls or partition shall not be more than 1/3 the 10. Contractor to indemnifyArchitect and Owner and hold less.harm -provided-theyshalihoveasillheight�f_wtmore-thaln A4_Inchassibove--above-the-floor--W-In corer-cpening 4-inch brick veneer over light frame or 8-inch hollow concrete masonry SPAN LLQ x depth of the stud _having-a-threshold below-the adjacentpround_elevattanserves as.an_emergency.escape andrescue_opening 1-story 12 12 12 12 Cs2o 11, The Architect is not responsible for construction means,me+h.ods +echniques,__sequences,procedures or for the safetu precautions -andJs-provided-with-a bulkhead-e=lcsurQ_shaLcomipty-with-Secticn_RB10.3.The-netclear"pening 2-story 21 1G 12 12 Q and programs In connection with this pre'ect. Bridging and Blocking -dimensions�e uiredb his�eatian�hall_be obtains e�or_mal� eration_of the_emergency_escape-and- 1. sca eand 3-story 32 24 16 12 d R 9 P � q �' d�aY-nth P P 1. There shall be not less than one line of bridging In every sivv�(6 of�pan in floor, attic, and roof i _rescue ram_the_inside. Emnn�roenay_escapeandrescue_openings�hallopenslireatly�ntoo�ublia�vay�r�'ate_ 8-inch solid or fully grouted masonry 12 All construction with the 110m h and 120 mph three_secand wind s eed regi ssau Suffolk Countie_ shall be in conformity framing. The bridaing shall consist of not lessthan 1 x 3 inch lumber doubled nailed at each end p p p ons(No � � -yard-or-court-that-opensto__a-public_way. 1-story 16 12 12 12 Provide minimi 12" j with-the American Forest-$_12aper Association (AF8PA) 2)15 Wood Frame Construction Manual or-af-equivalent metol bracing of equal--riglditYy. Midspari bridgings nottrequired for attic or roof1 b�A 1.1 Minimum OpeningAreas--AILemmrgencyoscap"ndrescu"penings_shallJhaveo_minimum--netolear_ 2-story 29 21 14 12 end distance framing where Joist depth does not exceed 12 inches nominal opening of 5.7 squarefeet 3-story 42 32 21 16 Equal number o 13. All controctar-s__shall be licensed and insured 1.2-MinlmumD enin -He ht�hemjnimum aleoro en' shallhe2.4__inches specified nail Header to Studs `+-+ � 9 � P m9 In each end 2. Block solid at all bearing supports where adequate lateral support is not otherwise provided. 1.3 Minlmum-Opedng-Wdth--Thewinimum_c-car-opening-shallhe20Jnches For 51:1 inch=25.4 mm,1 pound per square foot=0.0479 kPa. Callnectlon De 11 ^ 14 Contractor to ob+gin Dwner's of Architect's approval for all materials- finishesari"quipment prior to purc or-Ina.All equipment Block all Stud wallsat maximum intervales-cf$feet with minimum of 2 x solid material with 1.4 Opening-Constraint5--Emergencyescopeand rescue_openings shallbeoperatioral-rom�'heJnslde_ ~ ti ht Dints. a.Where minimum fooling width is 12 Inches,use of a single Wythe of solid or Stud to Stud and materials are to be installed per�anufacturer's written qoecifications. g � a�the�oom�ithout�he_use_oflseys,t'oo�lso�speclal_knoWledge. fully grouted 12-inch nominal concrete masonry units is permitted. Connection Detail CS O C O (~ M 15 Contractor shall keepthe site clean and free of debris. 3. Provide 2 x frestcps at midpoint vertically of stud wall 2._�Vindo�L�/ells-T1ie�linimumhorizontal�rea�ffhie�indow�velLshallJae�_square_feet_witha�ninimulnhorizantal -projection._and-widtitof-30_'Inches. The area ofthle-window-velLshallslllow-the-emer_gency-escape-opening 16. These drawings are the p operty of the Architeat and shall rnot be used without his consent Drawings shall not be used for issuing Plywood to 12efullyopenied. o M » of a build'ngpermit unlesssigned and scaled by Louis Schwartz-P.F. 1. All plywood shall be Doug-Fir or equal. It shall be manufactured-and-graded in accordance with: TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS= U U5 Product Standard PS 1-83 for Construc-H n-and-ndustral lPlyw000b 3._Bulkhead-Enclosures-Bulkhead_enclosures sholtpmvlde-direct-=cesstothe basement. The bulkhead-enclosure CLASS OF MATERIAL LOAD-BEARING 17._Contractor+o follow all manufacturer's- recarnrnericlations and lotions on all products used In this project.Notify 2 Each plywood sheet shall bear the"APA"trademarwith the the_minimumnet clear-opening-required-by-Section Q the Architect of an conflict betweenth he-plans and manufacturer"5 5 ecifcations, recommendations andlnstallation details prior to 3. All end 'pints shalLbe_sta ered and shall butt olon the center Ines of framing members. PRESSURE(pounds per square foot) a y ep p p � gg g _g;10.1.1. Bulkhead�ncfosuresshalLalsosomplyywit11,5ectionR311.5.8.2. Crystalline bedrock 12,000 installation of product on this project Contractor shall be responlsibleforr-correction of any work that prevents the correct installation 4. The _face grain offthe plywood shall be laid at righttes to the-joists and trusses and parallel f a sp ifled ec product as shown on the drawings. to the studs. Sedimentary and foliated rock 4,000 o ENERGY NOTES Sandy gravel and/or gravel(GW and GP) 3,000 5. Nails shall be placed 3/8" minimum from edge of sheets. The minimum nail pentration Jnto framing Sand, silty sand, clayey sand,silty gravel and clayey gravel w 18 Match all existing conditions as they_rel at ing, dimensions, hei_hq t.alignment, etc. Move and re-locate members shall be 1 1/2"for 8d nails and 1 3/8"for 10d nails. (SW,5P, SM, SC, GM and GG) 2,000 ~J 0 any partitions,wiring, plurnbing and dz-twor-k_that may--aeoaraededInwallsorceiling9_in Ing revised,to-Trovide a complete job in all S. All floors shall bewailed as pernailing-schedule ELECTRICAL Clay, sandy clay,silty clay, clayey silt,silt and sandy siltFr li-1 � O respects. 1. All electrical work shall conform to the rules and regulations of the National Electrical (CL, ML, MH and CH) 1,5000 Partitions Code. Residential Cc I-ofNeyv jaw -tate. and Bloardo�lZnde�vriters and i+s `./ 1 GEneraL referenced standard NFPA 70-200 Z 4 a. Provida solid blocking at 4'-0" c.c. between the_lcist_�and first interior parallel joist. 2_The electrical equipment and wiring shall be instolaid_ In acordance with Chapters 33 b. Splices of the top and bottom portion.ofsloLred a min. thru 42 of the Residential Codeof Naw-Yank-State. O of4�_D°. Floor to Floor � Q 3. Electrical work to be inspecte an approved electrical inspection In mpany. EXCAVATION AND BACKFILL splices shashall occur only directly over studs. 4. All electrical outlets In "Wet" areae;to be Connection Detail ��roundf'czult_lnteruptsr�G_Fl)_type. � 1 Contractor shall locate and stake out all existing under�araund uttilities prior to any excava+ion. The utilities shownon the plon_ d. Lan top plates at corners and intersections. are an approximate location. 2. BearingWallssupporting one floor ormare; Simale and Multiple Station Smoke Alarms a Partitions must be constructed of minimum 2 x 4 studs spaced 16"o.c.of type lumber SjngJeondrlultlple-staticn__smoke_alar_ms_shall be Ins+called in the followina�oco+ions: w 2 Excavate all areas Indicated on the drawinas� All excAvalian5�shalLbe the minimum depths required achieving clean undisturbed --specified. 1. In each sleeping room NAILING SCHEDULE: Table Table 602.3 2015 IRC - - vlrainsail with stable moisture content and nan-shif ng gang non-shrinking soil characteristias. The Contractor shall be responsible_ b. If_double topplateof less than 2 2 x 6's ar 2 2 x 4'sjs sed_4aQr jolts shall be centered 2. Outside of each separate sleepinTarea_iC1 the immediate vicine of the �) direct) Note: This schedule does not include mailingfor metal framing straps see section TOP PLATES �ornotifica+ion of poor soil_aharacteristics to the Architect and shall not proceed with the work until receiving Instructions from the Architect. y over and below bearing wall�tuds with a toleranceof�To mare than 1". bedrooms. g P ( o�Bearinastud walls musthesl=thed with minimum 1/2" gyp. bd. fastened according+o for strapping and requirements section for rough opening framing 3._-On__eaahadditional story of the dwe4lina,_iitcudln_tl basements and pallor_-but 3. The Architect has prepared the drawings and specifications witlLan_assumed.bearing capacity f 1f 1 ton per sq..ft. and on assumed soil nanufacturerrs recommendation requirements). O not Jncludin cg_ raw)spaces and uninhabitable attics In dwellings or dwElina�lnit� chargcterist!a of sand or gravel with minimum traces of clay un11ess othervvis_e noted. with split levels and without an intervening door between the ad acent levels, a All nailing is a general specification it applies unless otherwise noted. rT� Corner Bracina smoke alarm Installed on the upper Ievelslholl suffice for the adjacent lower level Joint Description No. of Nails Nail Spacing 4. All excavations for concrete piers and footings elow finish ed_grode unless otherwise noted on theplcl 1. Unless otherwise noted, brace eterior corners of building w/4 x .8 piywaodsheet io thickness to rm tch provided that the lower level Is lase than one full story below the upper level. STUD Z ^ ^ Q that of sheeting. ROOF � CEILING FRAMING O a ~ d O 5. All backfil_hhall granula be clean r fill. When more than one smoke alarm is required to be ins+ailed within an individual dwelling ' BORED HOLE MAXDIAMETER 40 PERCENT F" 2. Overlap plates-_at all corners. +he alarm es sha devicll be interconnected in such a manner hat the actua+uion of one alarm Rafter to To Plate Toe-Nail m (3)10d Comon Per Rafter OF STUD DEPTH a x S. No backfilLshall_-be permitted-1 inst concrete or masonry foundation walls without floor from or properJaracinc as reauiredtaprevent will activate all of the alarms in the individual unit. The alarm shall be clearly audible_.in_.all_ CeilinJoist to To Plate Toe-Nail (3)8d Common Per Joist U anlage to walls No backfill shall be permitted within a minimum of two weeks after pouring. The contractor shall be re4ponsible for any Nailin bedrooms over backround noise levels with all Jn+eveniing doors closed. °JA IN.MIN.TO EDGE W O damaae_to concrete or masonry wall 6 16d Common Each La a/BIN.MIN.TO EDGE 1. All nailing shall comply with nailing schedules shown. Ceiling Joist to Parallel Rafter Face-Nail ( ) P All Smoke alarms shall be listed and instal ad In accordance with the provisions of the Q Residential Code of New York State and the househcld fire warning provisions of NFPA 72. Ceilin Joist las over Partition Face-Nail 3 16d Common Each Lap Alignment _ 1. All rafters and joistsfrom Shall lap at least six(to) inches and nailed together with Collar Tie to Rafter Face-Nail 3 10d Common Each End 10d face nails Pow er�.aS urce Blockinq to Rafter oe-Nail (3)8d Common I Each End CONCRETE In new construction,the raquiredsmokeolarm.shall-receive their primary power from the NOTCH MUST NOT EXCEED 25 2. When�ram nTend to end ioi is secured together with metal straps. F PERCENT OF STUD DEPTH 1. As Per Chapter 4 Residential Code of New York and Tables 401.4.1,402.2$ 403.2 included on this sheetbuildinoa wiring when such wiring Is served from a camimerciaLsource or pan on-site eleatriaal Rim Board to Rafter End-Nail 2 16d Common Each End power system. and when prinor)i power is interrruptrd,sholl-recelve power from a battery. I Concrete shall be air-entrained Total air content(percent by volumeofaoncre shall not be less than 5/0 or more than 7/o FIREBLOCKING/DRAFTSTOPPING € LOCATED D IN THE AMEALL CT BE 0 o WALL FRAMING LOCATED IN THE SAME CROSS IF HOLE IS BETWEEN 40 PERCENT AND 2. Con jp tie) Wiring shall be permanent an without disconnecting switch other than those requiredfor 60 PERCENT OF STUD DEPTH,THEN STUD 1. Instal firebloakina r�auired as per Seation16Q2.5and draftstopping as per Section 8502.12 of the SECTION OF CUT OR NOTCH IN MUST BE DOUBLE AND NO MORE THAN T1N0 overcurrent protection. Smoke alarms shall be permitted to be battery operated when To Plate to To Plate Face Nail 16d 24"O.G. per Foot sru0 SUCCESSIVE STUDS ARE DOUBLED AND SO Residential Code of New York State. 1 STEEL NOTES 2. Fire stopping shall be provided to cut off all concealed draft openings(both horizontal and verticaQ with lnstak_dilLbuililnas without commercial power or an on-site electric oLpowersystemor� BORED buildi s that under air alteration,chn ddtionorreloca+ion in To Plates at Intersections Face-Nail 2 16d Common Each End 1. All Steel shall have a minimum Fb of 24,000 p s j 2" nominal lumber or 2 thicknesses of 1" nominal lumber with broken Iapjoints or other approved material. �g orEp ge of_oCaUpGnay'--a accordance with Appendix J. Stud to Stud Face-Nail 16d 16"O.G. Each End 2 All Steel shall conform to the latest A.S T.M. specifications for A-36 steal. Pipe columns shall conform to A.S.T.M.A-53_ FLASHING/CAULKING NOTES gedges. c =�4� B Z Carbon Monoxide Alarms Header to Header Face-Nail 16d Common 16"o.c.alon h+°a for exterior and beads walls. 1.-Provide metal flashing where frame lumber is in contact with soil or concrete. Provide hidden (blit metal 1 O Carbon monoxidealarms shall be installed in the follow�ina locations: To of Bottom Plat to Stud End-Nail 2 1Gd Common Per Stud I FIGURE R602.6(1) -1 1 Mashing where tops of roofs intersect vertical W°II surfaces. Provtde�letal_step�la5hing arond all chnlnevs. NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS 1. Carbon Monoxide are required on each level on which sleeping spaces are located. FRAMING skylights and where sides of roof intersect with vertical wall surfaces. All metal flashh"hallextend up 2. On an sto where afuel-fired appliance ui en+, solid fuel bu Bottom Plate to Floor Joist, Band Joist, End any e and ea pm rnhV 16d Common 16"O.C.Face Nail ouAnnNu aFcmcuT)ei Mmlve 1. Minimum header size to be 2 x 6 with 1/2"CDX Plvwoad Flitch late unless otherwise noted. vertically of 4"from roof unless otherwise noted. Josit or Blocking(End-Nail) W (� R appliance_ 5 ,and eauioment.fireplaces or attached garages are located. 2. Flash, caulk and seal-icUunctions of new and existing roofs,walls and penetrations,to forma watertight 2. All exterior lumber_aad/or lumber with mason/concrete sha111be_preesuretreated(ACa) unless_otherwisenot eid. -aseembty When more than one CD alarm is required to be installed within an individual dwelling unit FLOOR FRAMING �- the alarm_devices shall be interconnectedin such a mamer_�llat the__oatuatuion of one alarm Joist to Sill Too Plate or Girder Face-Nail 3 8d Common Per Joist All wood subfloors shall be 3/4" plywood toalu VENTILATION will activate all of the alarms in the individual unit. The:alarm shall be clearly audible in all � Ventilation Required bedrooms over backroundrlolse levels with all inteve_�iina doars_ilosed. Bridalriq to Joist(Toe-Nall) 2 10d Common Each End 4. All wood frameopenings in floors, rcen tailings shall have a miHmum_double"trimmer and header"framing unless otherwise noted Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof Tay RATER rafters shall have crass ventilation for each separate space by ventilating op_,e_nings protected against theBlockin to Joist Toe-Nail 2 10d Common Each End m t- (DAll CO alarms shall be IJstedandiastalleof the N W 5. All woodframe wall openingsshall have mhmumdou cln_end. entrance_of rain ors now. Ventilatina openings shall be provided_with corrosion-resistant wire mesh with 1/8" Residential Code of New Yar State and the househr�ld fire warning provisions of NEPA 72 Blockin to Sill or To Plate Toe-Nail 3 16d Common Each Block ; N minimum to 1/4" maximum openings. •� w W -J Ledger Strip to Beam Face-Nail 3 16d Common Each Joist V„a „P H �; 6. All hanging wood,joists and rafters shall be supported witlLste�l loi� 51 hangers Power Source oE'3,,,00ET„`E" 0 Q Minimum Area 3 8d Common Per Joist Z Q Q 3 Q Carbon monoxidealarms, carbon�nanoxidesletectors, and alarm control nits to which carbon Joist to Led er to Beam Toe-Nail ( ) .,,,„„„roE� gist-hat ers are In contact w/ACQ lumber use e+nir lee t I o t__.h.a angers, an fast The total net ventilating area shall not be less than 1 to 15Qof�he�reaof thespcena entilated " W 7. When i g j ng nerso_nly. monoxide detectors are connected shall receive their,primary power from the building wiring. a q QD ¢ � and_shalLba-ai;Iped with a battery batik-up system ithat automatically provides Dower from Band Joist to Joist End-Nail 3 16d Common Per Joist w ¢ 3 x Vent Clearance U Ca Q U 6--Al_roof and wall sheathing shall be 1/2"CDX Pywood. one or more batteries when primary power Js interrupted. Wiring shall be permanent and Band Joist to Sill or To Plate Toe-Nail 2 16d Common Per Foot SCALE: A minimum of a 1"space Shall be provided b tw nth Insulation and the roof sh -athina a+t he location of the vent. without a disconnectina switch other than those required for over_curre nt.proteaticn. Na "AET Na.k]CEEa per"r"-cls,°aEVH 9. All wood-fl or joists, and flat roof rafter5_sponniina 10'-O"or greater shall be providedsv/bridging at mid-span or at no greater than 0-0" ROOF SHEATHING 1/ " - 1 ' CEO„(SLE•9xMLL Np1 EE intervals. GLAZING Exceptions Structural Panels •� N 1. AIII glazinoa shall conform to 8306(Glazing)of the Residential Gode of New York State 1. Carbon monoxide alarms and carbon monoxide detectors installed in a building or structure �,sty O 10 Provide double floor Joists under all parall al-walls_aboye. without an electrical power source shall be battery operated. Interior Zone 8d Common 12"o.c. "" JVs h p 'P FIGURE RM.e(2) 0 NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS f/) V 1 WINDOWS Perimeter Zone 8d Common G"o.c. * 7` ac 11,install steel strapping a+all framing members as required. (See Details) All windows Specified as an egress.window shall meet or exceed the requirements of the R5CNY_S(Section 310): 2. In buildings that undergorTpairral+.ration, chance of occupancy. addition or�elocaton_in r ' I w LU Min. Opening Area=5.7 sq. ft. accordance with Appendix J. carbon monoxide alarms and carbon mooxide detectorsJlnay�e 0 Mori �? 12 All top plates In wood frame walls hallbQ doubled and overlap with intersection Min. Opening-Height 24_: battery operated, cord type or direct--plug. CEILING SHEATHING EXTERIOR OR BEARING WALL sF� 077g 6- �? Min. Openin;_\Xdth-2Q �FE iiot�P 13 Dimensional lumber to be Dou - = Sill Heiaht=44" Max AFF Gypsum Wallboard 5d Coolers 7'Edge/10"Field 14Laminated Veneer Lumber(LVL.)have a min Fb-2 BSD and an E=1.5 x 10(61 DRYWALL NOTES WALL SHEATHING W AME: Typical$ Bathroom Walls$ Ceilings Structural Panels 8d Common G"Ed e/12"Field NOTCH TOFTHEPLREATER A E MET16 AL TIE ENIEDAN)AND ROS.5 IN WIDE DETAILS Edge/12" PERCENT OF THE PLATE WIDTH METAL TIE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF THE 15. All shims under cell ers to be ateato NOTCH WITH 8-100 NAILS EACH SIDE aralyd n1Y• 1. Provide 1/2" mold$ moisture resistant_gypsum__board to all walls £E eeilinas. including all bathroom walls and ceilings Gypsum Wallboard 5d Coolers 7'Edge/10"Field and All� any wet areas. gyp urn board shall receive ane coat of tape and three coats of Joint compound minimum. & NOTES Bolts in Wood Framing All walls ceilings and_g=ledgeeto._receive File or stone shall be set an 1/2"cement board FLOOR SHEATHING Subfl or 1 All bolts In wood framing shall be standard machine bolts w/stanhdard malleable iron washers or steel plate washers Garage Walls$Ceilings Structural Panels DWG. NO.: TOP PLATES 2. Steel pia+e washer sizes shall be as follows: 2. Provide one laver 5/8" T e-X a um board to all walss and ceil' s of all attached garages and room enclosing- Ply Yp YRe m9 9-� ng- 1"or Less 8d Common 6"Edge/12"Field ic.1/2"and 5/8" Dian. bolts-2 1/4"sq.x 5/16" heat praducing-equipment. Provide one layer 1/2"Type-X gypsum board a+all in+erior house walls common to Greater than 1" 10d Common 6"Ed a/6"Field b.3/4" Diam. bolts 2.5/8"sq x 5/16". gar_ages Provide one layer 5/8"Typ�ypsum t p board over al hearoducing equipment in all unfinshed_apen g 3. EachJaolt hole in wood shah be drill A - I 1/'16" lar_est r th°t1_diameter oft'he__balt cellars. Note: Maximum wall height 110/120 mph zone, Exposure B$Spacing 016"o.c. 4. For all anchors,see typical details. is 14 feet, see plan for additional specficotion if applicable. FIGURE R602.6.1 TOP PLATE FRAMING TO ACCOMMODATE PIPING [ PAGE 2 OF 2